HomeMy WebLinkAbout01_PHASE 1 COMBINED 2017-12-19 CONFORMEDJACKSONVILLELAKE CITYGAINESVILLEPERRYCITYTALLAHASSEEAPALACHICOLAOCALALEESBURGORLANDOLOCATIONDAYTONA BEACHST. AUGUSTINEKISSIMMEEPENSACOLAPANAMAMARIANNAOF PROJECTLAKEFT. PIERCEMELBOURNEBRADENTONLAKELANDTAMPAHAINES CITYOKEECHOBEEOKEECHOBEEMIAMIWEST PALMFT. MYERSKEY WEST BEACHSANFORDLOCATION MAPRD.MYRTLEST.PINE WAYLake JessupBEARDALLAVE.ORLANDOSANFORDINTERNATIONALSANFORDGENEVA AVE.SEABOARDCLUBRD.COUNTRYLONGWOOD-LK.MARYRD.BOULEVARDWOOD BLVD.GREENCROSSINGSMARYLAKELAKE EMMA ROADCELLERYAVE.St.JohnsRiverLake MonroeBOULEVARDORANGELAKE FORESTUPSALARD.LAKEMARYRHINE-HARTPRIMERATIMACUANPAOLA RD.COASTAIRPORT.BLVD.LINERAILROADSANFORDAVENUE42741917924271-41515469217415A46AIRPORT417417N.T.S.LLENDESTSheet No.G100ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDAPROJECT ALPHA ONE (TERMINAL EXPANSION) PREPARED FOR:SANFORD AIRPORT AUTHORITYAirport Authority Board of DirectorsFrank S. Ioppolo, Jr., Esq, ChairmanTim M. Slattery,Vice ChairmanJennifer T. Dane, Esq., Secretary/TreasurerU. Henry Bowlin, Board DirectorTom Green, Board DirectorWilliam R. Miller, Board DirectorClyde H. Robertson, Jr., Board Director Clayton D. Simmons, Esq., Board DirectorStephen P. Smith, Board DirectorA.K. Shoemaker, Chairman EmeritusKenneth W. Wright, Counsel Airport Authority StaffDiane H. Crews, A.A.E., President and CEOGeorge D. Speake, C.M., Executive Vice President & COO Airport Security CoordinatorDon Poore, PMP, Chief Financial OfficerJennifer Taylor, Project CoordinatorCONFORMED DOCUMENTS - PHASE 1DESIGNERS OF RECORD:CIVIL:Jeremiah Owens, P.E.Hilary Maull, P.E.Architect:John Baer, AIAStructural:Jose Ortiz, P.E.Mechanical:Plumbing:Electrical:Fire Protection:David Melfi, P.E.Survey:Randy Roberts, PLSBaggage Systems :John MajewskiLandscape:Maxwell D. Spann, PLATimothy Nash, P.E.CONFORMED SET1
500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 9:04:24 AMG101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAPROJECT INFORMATION07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT BUILDING INFORMATION:ADDRESS:STREET ADDRESS:1200 RED CLEVELAND BLVDCITY:SANFORDCOUNTY:SEMINOLE COUNTYSTATE:FLORIDAZIP CODE:32773BUILDING CODES:GOVERNING JURISDICTION:CITY OF SANFORDNOA'S: ALL NOA'S SHALL MEET REFERENCED BUILDING CODESBUILDING DATA:TERMINAL A - NEWA-3DESIGN LOADS:ULTIMATE DESIGN WIND SPEED:144 MPHIMPORTANCE FACTOR:I = 1.0EXPOSURE:EXPOSURE CINTERNAL PRESSURE COEFFICIENT:+/- 0.18BUILDING RISK CATEGORY:IIILIFE SAFETY SYSTEM:EMERGENCY LIGHTING:X YES NOEXIT SIGNS:X YES NOFIRE ALARM AND SMOKE DETECTION SYSTEMX YES NOPANIC HARDWARE:X YES NOFIRE SPRINKLERS: YES NODATEJOHN A. BAER, AIATO THE BEST OF THE ARCHITECT'S KNOWLEDGE INFORMATION, AND BELIEF, THIS DESIGN IS IN COMPLIANCE WITH APPLICABLE CODES AND LAWS.CERTIFICATIONREVISION / ADDENDUM NO.DATEREVISIONREVISION / ADDENDUM HISTORYX100% BID DOCUMENTSPROJECT ALPHA ONE - PHASE 11200 RED CLEVELAND BLVD SANFORD, FL 32773JULY 14, 2017TERMINAL A - EXISTINGOCCUPANCYUSE GROUPA-3SQUARE FOOTAGES20,000 S.F.57,400 S.F.OFFICE SPACE - EXISTING - FOR FIRE PROTECTIONB30,000 S.F.TERMINAL B -SCREENING ADDITION8,000 S.F.BTERMINAL B - EXISTINGA-3A-3TERMINAL B - NEW -INCLUDING CANOPIES 17,000 S.F.20,000 S.F.LOADING DOCK / BADGING / POLICE STATIONB4,400 S.F.CONSTRUCTION TYPE2B2B2B2B2B2B2BBUILDING CODE EDITION: FLORIDA BUILDING CODE2014MECHANICAL CODE EDITION: FLORIDA MECHANICAL CODE 2014 ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE 2011, NFPA 70PLUMBING CODE EDITION: FLORIDA PLUMBING CODE 2014ADDITIONAL CODE EDITION: FLORIDA FIRE PREVENTION CODE 2012 FLORIDA ACCESSIBILITY CODE2014MAIN AIRPORT BUILDINGSTAND ALONE BUILDINGREVISIONS# DATEDESCRIPTIONBY2 08-11-2017 ADDENDUM 2BASIC DESIGN WIND SPEED:112 MPHCONFORMED DOCUMENTSSEPTEMBER 29, 2017CONFORMED SET2
GENERALCOVER SHEETG100PROJECT INFORMATIONG101INDEX OF DRAWINGS - GENERALG102AINDEX OF DRAWINGS - PHASE 1G102.2INDEX OF DRAWINGS - PHASE 1G102.3GENERAL INFORMATIONG105GENERAL NOTES & PROJECT FINISHESG106AIRPORT SAFETY AND SECURITY NOTESG107EXISTING SYSTEMS CENTERSG108AREA OF WORK / PHASING PLAN - 1ST FLOORG109AREA OF WORK / PHASING PLAN - 2ND FLOORG110ADA SPECIFICATIONSG11108-11-17INDEX OF DRAWINGS - PHASE 1G102.1SHEET INDEX LEGENDCOMPOSITE PLAN - LIFE SAFETY - FIRST FLOORG112COMPOSITE PLAN - LIFE SAFETY - SECOND FLOORG113WALL TYPESG114WALL TYPESG115FINISH DETAILSG116B BAGGAGEBC3 BAGGAGE CLAIM 3BH BLOCK HOUSE ADDITIONC CIVILECY EAST CHILLER YARDELD EXISTING LOADING DOCKFIS CUSTOMS AND INTERNATIONALFP FIRE PROTECTIONG GENERALGD GENERAL DEMOLITIONGE GENERAL ELEVATORH HARDSCAPEI IRRIGATIONIB INBOUNDM MECHANICALL LANDSCAPELD NEW LOADING DOCKNEE NEW EXTERIOR ELEVATORNIE NEW INTERIOR ELEVATORP PLUMBINGOB OUTBOUNDS STRUCTURALSA SCREENING AREA EXPANSIONSPL SOUTH PARKING LOTSW SKYWALKW WAYFINDINGWEC WEST CHILLER YARD08-25-1709-06-1709-26-17INDEX OF DRAWINGS - PHASE 1G102.4XXXXX09-28-17500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 10:47:33 AMG102APROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - GENERAL07-14-2017S12014REVISIONS# DATEDESCRIPTIONBYCONFORMED SET3
08-11-17WALL SECTION AND DETAILS - SCREENING AREA1-SA-A303ENLARGED FLOOR PLAN - SCREENING AREA1-SA-A401ENLARGED RESTROOM PLAN - SCREENING AREA1-SA-A402DETAILS - SCREENING AREA1-SA-A5011-SA-A6011-SA-A602ENLARGED PLAN AND INTERIOR ELEVATIONS -SECURITY EXIT - SCREENING AREA1-SA-A403DOOR SCHEDULE KEY PLAN - SCREENING AREADOOR SCHEDULE, DOOR ELEVATIONS AND DETAILS -SCREENING AREADEMOLITION PLAN - SCREENING AREA AND SAAOFFICES1-SA-A100DEMOLITION REFLECTED CEILING PLAN - SCREENINGAREA1-SA-A102LIFE SAFETY PLAN - SCREENING AREA1-SA-A103FLOOR PLAN - SCREENING AREA1-SA-A104REFLECTED CEILING PLAN - SCREENING AREA1-SA-A105ROOF PLAN - SCREENING AREA1-SA-A106EXTERIOR ELEVATION - SCREENING AREA1-SA-A201BUILDING SECTIONS - SCREENING AREA1-SA-A301WALL SECTIONS AND DETAILS - SCREENING AREA1-SA-A302WALL SECTION - NEW EXTERIOR ELEVATOR1-NEE-A302DEMOLITION PLAN - NEW INTERIOR ELEVATOR1-NIE-A100FLOOR PLANS - NEW INTERIOR ELEVATOR1-NIE-A101WALL SECTIONS - NEW INTERIOR ELEVATOR1-NIE-A301INTERIOR ELEVATIONS - NEW INTERIOR ELEVATOR1-NIE-A702AIRPORT NOTES ACCESS ROUTEAND STAGING NOTESG1.02SAFETY DURING CONSTRUCTION PLAN ACCESSROUTE & STAGING PLANE PHASE IG1.03G1.05PROJECT OVERVIEW - ALL PHASESG1.06OVERVIEW - PHASE 1CD1.00DEMOLITION PLAN - PHASE 1CD1.01DEMOLITION PLAN - PHASE 1CD1.02DEMOLITION PLAN - PHASE 1CD1.03DEMOLITION PLAN - PHASE 1C1.00SITE DIMENSION PLAN PHASE 1C1.01SITE DIMENSION PLAN PHASE 1C1.02SITE DIMENSION PLAN PHASE 1C1.03SITE GRADING PLAN PHASE 1C1.04SITE GRADING PLAN PHASE 1C1.05SITE GRADING PLAN PHASE 1C1.05SITE GRADING PLAN PHASE 1C1.06SITE UTILITY PLAN PHASE 1C1.07SITE UTILITY PLAN PHASE 1C1.14STORMWATER POLLUTION PREVENTION PLANPHASE 1LANDSCAPINGSHEET LAYOUT PHASE 1L0.01LANDSCAPE PLAN PHASE 1L1.00LANDSCAPE PLAN PHASE 1L1.01LANDSCAPE PLAN PHASE 1L1.02LANDSCAPE PLAN PHASE 1L1.03LANDSCAPE PLAN PHASE 1L1.04LANDSCAPE PLAN PHASE 1L1.05LANDSCAPE PLAN PHASE 1L1.07LANDSCAPE PLAN PHASE 1L1.08HARDSCAPE PLAN PHASE 1H1.00HARDSCAPE DETAILS PHASE 1H1.01OVERALL IRRIGATION PLAN PHASE 1I0.01IRRIGATION PLAN PHASE 1I1.00IRRIGATION PLAN PHASE 1I1.01IRRIGATION PLAN PHASE 1I1.02IRRIGATION PLAN PHASE 1I1.03IRRIGATION PLAN PHASE 1I1.04IRRIGATION PLAN PHASE 1I1.05IRRIGATION PLAN PHASE 1I1.06IRRIGATION PLAN PHASE 1I1.07IRRIGATION PLAN PHASE 1I1.08COMPOSITE DEMOLITION PLAN - 1ST FLOOR PHASE 11-GD-A101COMPOSITE DEMOLITION PLAN - 2ND FLOOR PHASE 11-GD-A102LIFE SAFETY PLAN - NEW LOADING DOCK1-LD-A100FLOOR PLAN - NEW LOADING DOCK1-LD-A101REFLECTED CEILING PLAN - NEW LOADING DOCK1-LD-A102ROOF PLAN - NEW LOADING DOCK1-LD-A103EXTERIOR ELEVATIONS - NEW LOADING DOCK1-LD-A201EXTERIOR ELEVATIONS - NEW LOADING DOCK1-LD-A202BUILDING SECTIONS - NEW LOADING DOCK1-LD-A301WALL SECTIONS - NEW LOADING DOCK1-LD-A302WALL SECTIONS - NEW LOADING DOCK1-LD-A303ENLARGED PLANS RESTROOM - NEW LOADING DOCK1-LD-A401DETAILS - NEW LOADING DOCK1-LD-A501DOOR SCHEDULE AND KEY PLAN - NEW LOADINGDOCK1-LD-A601DOOR DETAILS, ELEVATIONS AND HARDWARE SETS -NEW LOADING DOCK1-LD-A602WINDOW SCHEDULE AND KEY PLAN - NEW LOADINGDOCK1-LD-A603FINISH PLAN AND SCHEDULE - NEW LOADING DOCK1-LD-A701INTERIOR ELEVATIONS - NEW LOADING DOCK1-LD-A711INTERIOR ELEVATIONS - RESTROOMS - NEW LOADINGDOCK1-LD-A712FINISH DETAILS - MILLWORK - NEW LOADING DOCK1-LD-A721DEMOLITION PLAN - EXISTING LOADING DOCK1-ELD-A100FLOOR PLAN - EXISTING LOADING DOCK1-ELD-A101REFLECTED CEILING PLAN - EXISTING LOADING DOCK1-ELD-A102EXTERIOR ELEVATION - EXISTING LOADING DOCK1-ELD-A201DETAILS - EXISTING LOADING DOCK1-ELD-A501DOOR SCHEDULE AND KEY PLAN - EXISTING LOADING DOCK1-ELD-A601FINISH PLAN AND SCHEDULE - EXISTING LOADINGDOCK AND NEW LOADING DOCK ELEVATOR1-ELD-A701ENLARGED FLOOR PLAN, DOOR SCHEDULE ANDDOOR DETAILS - NEW EXTERIOR ELEVATOR1-NEE-A101REFLECTED CEILING PLAN, ROOF PLAN AND DETAILS -NEW EXTERIOR ELEVATOR1-NEE-A102EXTERIOR ELEVATIONS - NEW EXTERIOR ELEVATOR1-NEE-A201WALL SECTION - NEW EXTERIOR ELEVATOR1-NEE-A301PHASE 1 DRAWINGSCIVILGENERAL NOTESG1.01G1.04SHEET LAYOUT PLAN PHASE 1C1.08SIGNAGE AND STRIPING PLAN PHASE 1C1.09SIGNAGE AND STRIPING PLAN PHASE 1C1.10SIGNAGE AND STRIPING PLAN PHASE 1C1.11TURN LANE DESIGN PLAN AT INTERSECTION OF E.AIRPORT BLVD AND RED CLEVELAND BLVDC1.12REFERENCE ONLY FIRE LINE PLANBOLLARD LAYOUT PLANC1.13C1.15STORMWATER POLLUTION PREVENTION PLANPHASE 1C1.16STORMWATER POLLUTION PREVENTION PLANPHASE 1C1.17STORMWATER POLLUTION PREVENTION DETAILSPHASE 1GENERAL DETAILSC1.18GENERAL DETAILSC1.19LANDSCAPE DETAILS PHASE 1L1.09LANDSCAPE PLANT LIST PHASE 1L1.10IRRIGATION LEGEND PHASE 1I1.09IRRIGATION DETAILS PHASE 1I1.10IRRIGATION DETAILS PHASE 1I1.11IRRIGATION DETAILS PHASE 1I1.12ARCHITECTURE1-G-A101COMPOSITE FLOOR PLAN - 1ST FLOOR PHASE 11-G-A102COMPOSITE FLOOR PLAN - 2ND FLOOR PHASE1DOOR ELEVATIONS AND DETAILS - EXISTING LOADING DOCK1-ELD-A602DETAILS - NEW INTERIOR AND EXTERIOR ELEVATORS1-GE-A501FINISH PLANS - NEW INTERIOR AND EXTERIORELEVATORS1-GE-A701LANDSCAPE PLAN PHASE 1L1.06INTERIOR ELEVATIONS AND FINISH DETAILS - NEWINTERIOR ELEVATOR1-NIE-A703DEMOLITION PLAN - EXISTING TERMINAL B 2ND FLOOR1-SA-A101ROADWAY SIGNAGE PLANC1.20X08-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-17XXXXXXXXXXXXXXXXXXXXX09-28-1709-28-1709-28-17500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 10:46:56 AMG102.1PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - PHASE 107-14-2017S12014REVISIONS# DATEDESCRIPTIONBYCONFORMED SET4
WINDOW SCHEDULE AND KEY PLAN - SCREENING AREA1-SA-A603FINISH PLAN AND SCHEDULE - SCREENING AREA1-SA-A701FINISH PLAN - SCREENING AREA CONTINUED1-SA-A7021-SA-A711FLOOR PLAN AND WALL SECTIONS - BAGGAGE CLAIM 31-BC3-A101FLOOR PLAN - NEW FIRE RISER ROOM AND BLOCKHOUSE ADDITION1-BC3-A102REFLECTED CEILING PLAN - BAGGAGE CLAIM 31-BC3-A103REFLECTED CEILING PLAN - BAGGAGE CLAIM 1 & 21-BC3-A104INTERIOR ELEVATIONS - STOREFRONT - SCREENINGAREA1-SA-A712DEMOLITION PLAN - BAGGAGE CLAIM 31-BC3-A100REFLECTED CEILING PLAN - BAGGAGE CLAIM 3EXISTING EXTERIOR CANOPY1-BC3-A105ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS -BAGGAGE CLAIM 3 RESTROOMS1-BC3-A401DOOR SCHEDULE AND KEY PLAN - BAGGAGE CLAIM 3AND F.I.S. CUSTOMS1-BC3-A601FINISH PLAN AND SCHEDULE - BAGGAGE CLAIM 31-BC3-A701FLOOR PLAN - F.I.S. CUSTOMS - SECURITY EXIT1-FIS-A101INTERIOR ELEVATIONS - F.I.S. CUSTOMS - SECURITYEXIT1-FIS-A711CANOPY FLOOR PLAN1-SPL-A101CANOPY ROOF PLAN1-SPL-A102CANOPY ELEVATIONS1-SPL-A201CANOPY SECTIONS1-SPL-A301STRUCTURALCOMPOSITE FIRST FLOOR PLAN - STRUCTURALSCOPE OF WORK1-S001COMPOSITE SECOND FLOOR PLAN - STRUCTURALSCOPE OF WORK1-S002LOADING DOCK BUILDING FOUNDATION PLAN1-S101CIRCULAR ENTRY SIGN - TYPE "I" FRAMING PLANAND STEEL CONNECTION DETAILS1-S205ABBREVIATIONS AND STRUCTURAL NOTES1-S0031-S004ABBREVIATIONS AND STRUCTURAL NOTES1-S005WIND LOADING TABLES (C & C)LOADING DOCK BUILDING FOUNDATION SECTIONS &DETAILS1-S102ELEVATOR SHAFT STRUCTURAL PLAN AND FOOTINGSECTIONS1-S103ELEVATOR SHAFT FOOTING SECTIONS1-S104LOADING DOCK BUILDING ROOF FRAMING PLAN1-S201LOADING DOCK BUILDING ROOF FRAMINGSECTIONS & DETAILS1-S202ELEVATOR SHAFT FRAMING PLAN, SECTION ANDDETAILS1-S203ELEVATOR SHAFT FRAMING SECTIONS AND DETAILS1-S204BAGGAGE CLAIM NO. 3 EXISTING WALL DEMOLITION &PROPOSED FOUNDATION PLAN1-S1051-S106BAGGAGE CLAIM NO. 3 WALL OPENING STRUCTURALREINFORCEMENTINTERIOR ELEVATIONS RESTROOMS - SCREENING AREAFINISH PLAN - TERMINAL B1-SA-A703SCREENING BLDG. EXPANSION 2ND LEVEL AND ROOFFRAMING PLAN1-S302SCREENING BLDG. EXPANSION 2ND LEVEL FRAMINGSECTIONS AND DETAILS1-S303SCREENING BLDG. EXPANSION ROOF LEVELFRAMING SECTIONS AND DETAILS1-S304SCREENING BLDG. EXPANSION- DEMOLITION ANDFOUNDATION PLAN1-S301CIRCULAR ENTRY SIGN - TYPE "I" FRAMING SECTIONSAND DETAILS1-S206FIRE PROTECTION TABLES, SCHEDULES, ANDGENERAL NOTES1-G-FP001COMPOSITE SECOND FLOOR PLAN - PHASE 1 -FIRE PROTECTION1-G-FP102FLOOR PLAN - NEW LOADING DOCK - FIREPROTECTION1-LD-FP100FLOOR PLAN - EXISTING LOADING DOCK - 1STFLOOR - FIRE PROTECTION1-ELD-FP100FLOOR PLAN - SCREENING AREA - 1ST FLOOR -FIRE PROTECTION1-SA-FP100FLOOR PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR - FIRE PROTECTION1-BC3-FP100ROOF PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR - FIRE PROTECTION1-BC3-FP101FLOOR PLAN - BLOCK HOUSE - 1ST FLOOR - FIRE PROTECTION1-BH-FP100FLOOR PLAN - F.I.S. CUSTOMS - SECURITY EXIT - 1ST FLOOR - FIREPROTECTION1-FIS-FP100MECHANICAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS1-G-M001COMPOSITE FIRST FLOOR PLAN - PHASE 1 - MECHANICAL1-G-M101COMPOSITE SECOND FLOOR PLAN - PHASE 1 - MECHANICAL1-G-M102COMPOSITE ROOF PLAN - PHASE 1 - MECHANICAL1-G-M103FLOOR PLAN - NEW LOADING DOCK - MECHANICAL1-LD-M100FLOOR PLAN - EXISTING LOADING DOCK - 1ST FLOOR - MECHANICAL1-ELD-M100FLOOR PLAN - NEW EXTERIOR ELEVATOR - 1ST & 2ND FLOORS -MECHANICAL1-NEE-M100FLOOR PLAN - NEW INTERIOR ELEVATOR - 1ST & 2ND FLOORS - MECHANICAL1-NIE-M100FLOOR PLANS - SCREENING AREA - 1ST FLOOR - MECHANICAL1-SA-M100FLOOR PLAN - SCREENING AREA - 2ND FLOOR - MECHANICAL1-SA-M101ROOF PLAN - SCREENING AREA - MECHANICAL1-SA-M102ENLARGED FLOOR PLANS - SCREENING AREA - 2ND FLOOR - MECHANICAL1-SA-M401ENLARGED FLOOR PLANS - SCREENING AREA - 2ND FLOOR - MECHANICAL1-SA-M402ENLARGED FLOOR PLANS - SCREENING AREA - 2ND FLOOR - MECHANICAL1-SA-M403FLOOR PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR - MECHANICAL1-BC3-M100FLOOR PLAN - BLOCK HOUSE - 1ST FLOOR - MECHANICAL1-BH-M100FLOOR PLAN - F.I.S. CUSTOMS - SECURITY EXIT - 1ST FLOOR - MECHANICAL1-FIS-M100FIRE PROTECTIONCOMPOSITE FIRST FLOOR PLAN - PHASE 1 - FIREPROTECTION1-G-FP101FIRE PROTECTION DETAILS - 11-G-FP500FIRE PROTECTION DETAILS - 21-G-FP501FLOOR PLANS - NEW EXTERIOR ELEVATOR - 1ST & 2NDFLOORS - FIRE PROTECTION1-NEE-FP100FLOOR PLANS - NEW INTERIOR ELEVATOR - 1ST & 2NDFLOORS - FIRE PROTECTION1-NIE-FP100FLOOR PLAN - SCREENING AREA - 2ND FLOOR -FIRE PROTECTION1-SA-FP101FLOOR PLAN - BAGGAGE CLAIM 1 & 2 - 1ST FLOOR - FIRE PROTECTION1-BC3-FP102MECHANICAL SCHEDULES - 11-G-M300MECHANICAL DETAILS - 11-G-M500MECHANICAL DETAILS - 21-G-M501MECHANICAL DETAILS - 31-G-M502MECHANICAL DETAILS - 41-G-M503MECHANICAL DETAILS - 51-G-M504MECHANICAL SEQUENCE OF OPERATION - 11-G-M600MECHANICAL SEQUENCE OF OPERATION - 21-G-M601MECHANICALFLOOR PLAN - NEW LOADING DOCK - FIRE ALARM1-LD-FA100FLOOR PLAN - BLOCK HOUSE - PHASE 1 - FIRE ALARM1-BH-FA100ALARM PLAN GENERAL NOTES AND SYMBOLS1-FA-001FLOOR PLAN - SCREENING AREA - 2ND FLOOR - FIRE ALARM1-SA-FA101FLOOR PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR - FIRE ALARMFLOOR PLAN F.I.S. - CUSTOMS - SECURITY EXIT - 1ST FLOOR - FIREALARM1-FIS-FA1001-BC3-FA100FIRE ALARMSTRUCTURAL STAIRS ENLARGED PLAN, SECTIONSAND DETAILS1-S401EXISTING LOADING DOCK SLAB DEMOLITION PLAN1-S501EXISTING LOADING DOCK FOUNDATION PLAN ANDDETAILS1-S502TYPICAL LIGHT GAUGE FRAMING DETAILS FOR DOORAND WINDOWS1-S503STEEL FRAMING CONNECTIONS AND DETAILS1-S601CAMPUS CONTROLS RETROFIT - PHASE 1 - SYSTEM STRUCTURE1-C-M100CAMPUS CONTROLS RETROFIT - PHASE 1 - 1ST FLOOR - 11-C-M101CAMPUS CONTROLS RETROFIT - PHASE 1 - 1ST FLOOR - 21-C-M102CAMPUS CONTROLS RETROFIT - PHASE 1 - 1ST FLOOR - 31-C-M103CAMPUS CONTROLS RETROFIT - PHASE 1 - 1ST FLOOR - 41-C-M104CAMPUS CONTROLS RETROFIT - PHASE 1 - 1ST FLOOR - 51-C-M105CAMPUS CONTROLS RETROFIT - PHASE 1 - 1ST FLOOR - 61-C-M1061-C-M1071-C-M1081-C-M1091-C-M1101-C-M1111-C-M1121-C-M1131-C-M114FIRE ALARM RISER DIAGRAM1-G-FA002COMPOSITE FIRST FLOOR PLAN - PHASE 1 - FIRE ALARM1-G-FA101COMPOSITE SECOND FLOOR PLAN - PHASE 1 - FIRE ALARM1-G-FA102DEMOLITION FLOOR PLAN - PHASE 1 - FIRE ALARM1-GD-FA100DEMOLITION FLOOR PLAN - PHASE 1 - FIRE ALARM1-GD-FA101DEMOLITION FLOOR PLAN - PHASE 1 - FIRE ALARM1-GD-FA102FLOOR PLAN - EXISTING LOADING DOCK - 1ST FLOOR - FIRE ALARM1-ELD-FA100FLOOR PLANS - NEW EXTERIOR ELEVATOR - PHASE 1 - FIRE ALARM1-NEE-FA100FLOOR PLANS - NEW INTERIOR ELEVATOR - PHASE 1 - FIRE ALARM1-NIE-FA101FLOOR PLANS - SCREENING AREA - PHASE 1 - FIRE ALARM1-SA-FA102CAMPUS CONTROLS RETROFIT - PHASE 1 - SEQUENCE OFOPERATION - 1CAMPUS CONTROLS RETROFIT - PHASE 1 - SEQUENCE OFOPERATION - 2CAMPUS CONTROLS RETROFIT - PHASE 1 - SEQUENCE OFOPERATION - 3CAMPUS CONTROLS RETROFIT - PHASE 1 - SEQUENCE OFOPERATION - 4CAMPUS CONTROLS RETROFIT - PHASE 1 - SEQUENCE OFOPERATION - 5CAMPUS CONTROLS RETROFIT - PHASE 1 - SEQUENCE OFOPERATION - 61-C-M1151-C-M116FLOOR PLAN - BAGGAGE CLAIM 1 & 2 - 1ST FLOOR - FIRE ALARM1-BC3-FA101MECHANICAL SCHEDULES - 21-G-M301MECHANICAL SEQUENCE OF OPERATION - 31-G-M602DEMOLITION FLOOR PLANS - PHASE 1 - MECHANICAL1-GD-M100DEMOLITION FLOOR PLANS - PHASE 1 - MECHANICAL1-GD-M101CAMPUS CONTROLS RETROFIT - PHASE 1 - 1ST FLOOR - 7CAMPUS CONTROLS RETROFIT - PHASE 1 - 1ST FLOOR - 8CAMPUS CONTROLS RETROFIT - PHASE 1 - 1ST FLOOR - 9CAMPUS CONTROLS RETROFIT - PHASE 1 - 1ST FLOOR - 10FLOOR PLAN - SCREENING AREA - 1ST FLOOR - FIRE ALARM1-SA-FA10008-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-17ARCHITECTURAL CONTINUEDXXXXXXXXXXX1-S107CANOPY FOUNDATION PLAN1-S108CANOPY FOUNDATION DETAILSXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX09-28-1709-28-1709-28-17500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 10:47:07 AMG102.2PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - PHASE 107-14-2017S12014REVISIONS# DATEDESCRIPTIONBYCONFORMED SET5
BAGGAGE CLAIM 3 - NEW FIRE RISER ROOM - FIRST FLOORELECTRICAL PLAN1-BC3-E102BAGGAGE CLAIM 3 - FIRST FLOOR - LIGHTING PLAN1-BC3-E201BAGGAGE CLAIM 3 - SOUTH ENTRANCE - LIGHTING PLAN1-BC3-E203BAGGAGE CLAIM 1 & 2 - LIGHTING PLAN1-BC3-E202WEST PARKING - GARAGE - ELECTRICAL PLAN1-WP-E101WEST SIDE PARKING - LOT B - ELECTRICAL PLAN1-WP-E102ONELINE RISER DIAGRAMS1-E601PANEL SCHEDULES1-E701PANEL SCHEDULES1-E702PANEL SCHEDULES1-E703PANEL SCHEDULES1-E705DETAILS1-E801LIGHTNING PROTECTION DETAILS1-E802DEMOLITION FLOOR PLANS - PHASE 1 - PLUMBING1-GD-P100PLUMBING LEGEND, GENERAL NOTES, AND ABBREVIATIONS1-G-P001PLUMBING SCHEDULE - 11-G-P300PLUMBING DETAILS - 11-G-P500PLUMBING DETAILS - 21-G-P501COMPOSITE FIRST FLOOR PLAN - PHASE 1 - PLUMBING1-G-P101COMPOSITE SECOND FLOOR PLAN - PHASE 1 - PLUMBING1-G-P102COMPOSITE ROOF PLAN - PHASE 1 - PLUMBING1-G-P103FLOOR PLAN - NEW LOADING DOCK - PLUMBING - SANITARYWASTE1-LD-P100FLOOR PLAN - NEW LOADING DOCK - PLUMBING - DOMESTIC WATER1-LD-P101ROOF PLAN - NEW LOADING DOCK1-LD-P102FIS SECURITY EXIT - FIRST FLOOR - POWER PLAN1-FIS-E101FIS SECURITY EXIT - FIRST FLOOR - LIGHTING PLAN1-FIS-E201WEST SIDE PARKING - SITE LIGHTING PLAN1-WP-E201ONELINE RISER DIAGRAMS1-E602SSA SCREENING ONE-LINE DIAGRAM - POWER1-E603WEST PARKING LOT - ONE-LINE DIAGRAM1-E604LIGHTING CONTROL RISER DIAGRAM1-E605PANEL SCHEDULES - WEST MSB PANELS1-E700PANEL SCHEDULES - WEST PARKING1-E706PANEL SCHEDULES1-E707PANEL SCHEDULES1-E704ELECTRICAL NAME PLATE DETAILS1-E803PLUMBINGBLOCK HOUSE ADDITION - FIRST FLOOR - ELECTRICAL PLAN1-BH-E101ELECTRICAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS1-E001LIGHTING SCHEDULE1-E002COMPOSITE DEMOLITION PLAN - 1ST FLOOR - ELECTRICAL1-G-E100COMPOSITE DEMOLITION PLAN - 2ND FLOOR - ELECTRICAL1-G-E101COMPOSITE PLAN - 1ST FLOOR -ELECTRICAL1-G-E102COMPOSITE PLAN - 2ND FLOOR -ELECTRICAL1-G-E103NEW LOADING DOCK - ELECTRICAL SITE PLAN1-LD-E100NEW LOADING DOCK - FIRST FLOOR - POWER PLAN1-LD-E101NEW LOADING DOCK- FIRST FLOOR - LIGHTING PLAN1-LD-E201NEW LOADING DOCK- FIRST FLOOR - LIGHTING PHOTOMETRIC PLAN1-LD-E202NEW LOADING DOCK - ROOF - LIGHTNING PLAN1-LD-E401EXISTING LOADING DOCK - FIRST FLOOR - DEMOLITION ELECTRICAL PLAN1-ELD-E100EXISTING LOADING DOCK - FIRST FLOOR ELECTRICAL PLAN1-ELD-E101NEW ELEVATOR 1 - FIRST & SECOND FLOOR - ELECTRICAL ENLARGED PLANS1-NEE-E101SCREENING AREA EXPANSION - SECOND FLOOR - ELECTRICALDEMOLITION PLAN1-SA-E101SCREENING SECURITY AREA - SECOND FLOOR - POWER DEMOLITION PLAN1-SA-E102SCREENING TBI & SAA AREA - SECOND FLOOR - POWER DEMOLITION PLAN1-SA-E103ELECTRICAL SCREENING AREA EXPANSION - ROOF PLAN1-SA-E104SCREENING AREA EXPANSION - SECOND FLOOR - ELECTRICAL PLAN1-SA-E110SCREENING AREA EXPANSION - SECOND FLOOR - POWER OFFICE PLAN1-SA-E111SCREENING AREA EXPANSION - SECOND FLOOR - POWERSCREENING PLAN1-SA-E112SCREENING AREA - SECOND FLOOR - LIGHTING DEMOLITION PLAN1-SA-E200SCREENING AREA - SECOND FLOOR - LIGHTING PLAN1-SA-E210SCREENING AREA - SECOND FLOOR - LIGHTING PLAN1-SA-E211SCREENING AREA - ROOF - LIGHTNING PLAN1-SA-E410BAGGAGE CLAIM 3- FIRST FLOOR-ELECTRICAL DEMOTION PLAN1-BC3-E100BAGGAGE CLAIM 3 - FIRST FLOOR - POWER PLAN1-BC3-E101ELECTRICALOUTBOUND ELEVATOR - 1ST AND 2ND FLOOR - ELECTRICALENLARGED PLANS1-NIE-E101CAMPUS CONTROLS RETROFIT - PHASE 1 - 2ND FLOOR - 1CAMPUS CONTROLS RETROFIT - PHASE 1 - 2ND FLOOR - 2CAMPUS CONTROLS RETROFIT - PHASE 1 - 2ND FLOOR - 3CAMPUS CONTROLS RETROFIT - PHASE 1 - 2ND FLOOR - 4CAMPUS CONTROLS RETROFIT - PHASE 1 - 2ND FLOOR - 5CAMPUS CONTROLS RETROFIT - PHASE 1 - 2ND FLOOR - 6CAMPUS CONTROLS RETROFIT - PHASE 1 - 2ND FLOOR - 71-C-M1171-C-M1181-C-M1191-C-M1201-C-M1211-C-M1221-C-M1231-C-M124PANEL SCHEDULES - BLOCK HOUSE1-E708CAMPUS CONTROLS RETROFIT - PHASE 1 - 1ST FLOOR - 11CAMPUS CONTROLS RETROFIT - PHASE 1 - 2ND FLOOR - 8CAMPUS CONTROLS RETROFIT - PHASE 1 - 2ND FLOOR - 9CAMPUS CONTROLS RETROFIT - PHASE 1 - 2ND FLOOR - 10CAMPUS CONTROLS RETROFIT - PHASE 1 - 2ND FLOOR - 111-C-M1251-C-M1261-C-M1271-C-M128PANEL SCHEDULES1-E709TA001CCTV - NOTES AND SYMBOL LEGENDTA110CCTV - EXISTING OVERALL 1ST FLOOR PLANCCTV1-TA211CCTV PROPOSED 1ST FLOOR PLAN1-TA211ECCTV PROPOSED 1ST FLOOR ENLARGED PLAN1-TA220CCTV PROPOSED OVERALL 2ND FLOOR PLAN1-TA222CCTV PROPOSED 2ND FLOOR PLAN1-TA223CCTV PROPOSED 2ND FLOOR PLAN1-TA224CCTV PROPOSED 2ND FLOOR PLAN1-TA225CCTV PROPOSED 2ND FLOOR PLAN1-TA300CCTV DETAILSTY001 ACS - NOTES AND SYMBOL LEGENDACCESS CONTROL SYSTEMSTY110 ACS EXISTING OVERALL 1ST FLOOR PLAN1-TY112 ACS EXISTING AND DEMO 1ST FLOOR PLAN1-TY115 ACS EXISTING AND DEMO 1ST FLOOR PLANTY120 ACS EXISTING OVERALL 2ND FLOOR PLANLOADING DOCK - PLUMBING RISERS1-LD-P500FLOOR PLAN - NEW EXTERIOR ELEVATOR - 1ST FLOOR - PLUMBING1-NEE-P100FLOOR PLAN - OUTBOUND ELEVATOR - 1ST FLOOR - PLUMBING1-NIE-P100FLOOR PLAN - SCREENING AREA - 2ND FLOOR - PLUMBING1-SA-P101ENLARGED FLOOR PLANS - SCREENING AREA - 2ND FLOOR - PLUMBING1-SA-P400SCREENING AREA - PLUMBING RISERS1-SA-P500FLOOR PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR - PLUMBING1-BC3-P100ENLARGED FLOOR PLANS AND RISERS - BAGGAGE CLAIM 3 - PLUMBING1-BC3-P400FLOOR PLAN AND RISERS - BLOCK HOUSE - 1ST FLOOR - PLUMBING1-BH-P100ROOF PLAN - SCREENING AREA - PLUMBING1-SA-P102ROOF PLAN - SCREENING AREA - PLUMBING1-SA-P401MECHANICAL CONTINUEDFLOOR PLAN - SCREENING AREA - 1ST FLOOR - PLUMBING1-SA-P100TA115CCTV - EXISTING AND DEMO 1ST FLOOR PLANTA210TA122CCTV - EXISTING AND DEMO 2ND FLOOR PLANTA123CCTV - EXISTING AND DEMO 2ND FLOOR PLANTA124CCTV - EXISTING AND DEMO 2ND FLOOR PLANTA125CCTV - EXISTING AND DEMO 2ND FLOOR PLANTA1201-TA215CCTV PROPOSED 1ST FLOOR PLAN1-TY113 ACS EXISTING AND DEMO 1ST FLOOR PLANCCTV PROPOSED OVERALL 1ST FLOOR PLANCCTV PROPOSED OVERALL 2ND FLOOR PLANLOADING DOCK - PLUMBING RISERS1-LD-P50108-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-17XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX09-28-1709-28-1709-28-17500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 10:47:18 AMG102.3PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - PHASE 107-14-2017S12014REVISIONS# DATEDESCRIPTIONBYCONFORMED SET6
W100 GENERAL NOTES, STANDARDS & KEY PLANW101 NEW SIGN REQUIREMENTSWAYFINDINGW201 SIGN TYPE DETAILS A - CW202 SIGN TYPE DETAILS D - FW203 SIGN TYPE DETAILS G-HW204 SIGN TYPE DETAILS GW400PHASE 1 DEMOLITION AND TEMPORARY SIGNAGESCHEDULEW401 PHASE 1 DEMOLITION PLANSW402 PHASE 1 TEMPORARY SIGNAGE PLAN - BAGGAGE CLAIM 1-3W403 PHASE 1 TEMPORARY SIGNAGE PLAN - SCREENING AREAW404W405 PHASE 1 NEW SIGNAGE SCHEDULEB2.1.04 PLAN- CD3 EXPANSIONB2.1.09 PLAN- CD3 TEMP LINEDEMOB5.1.07 PLAN - CD3 CONTROL DEVICES1-TY123 ACS EXISTING AND DEMO 2ND FLOOR PLAN1-TY124 ACS EXISTING AND DEMO 2ND FLOOR PLAN1-TY125 ACS EXISTING DEMO 2ND FLOOR PLANTY210 ACS PROPOSED OVERALL 1ST FLOOR PLAN1-TY211 ACS PROPOSED 1ST FLOOR PLAN1-TY211E ACS PROPOSED 1ST FLOOR ENLARGED PLAN1-TY212 ACS PROPOSED 1ST FLOOR PLAN1-TY215 ACS PROPOSED 1ST FLOOR PLANTY220 ACS PROPOSED OVERALL 2ND FLOOR PLAN1-TY222 ACS OVERALL 2ND FLOOR PLAN1-TY223 ACS OVERALL 2ND FLOOR PLAN1-TY224 ACS OVERALL 2ND FLOOR PLAN1-TY225 ACS OVERALL 2ND FLOOR PLANTY300 ACS DETAILSTY301 ACS DETAILSTY302 ACS DETAILSTY303 ACS DETAILSTY304 ACS DETAILSTELECOMMUNICATIONS1-TA000TELECOMMUNICATIONS LEGEND, SYMBOLS ANDABBREVIATIONS1-TD100 STRUCTURAL CABLING SYSTEM OVERALL FIRST FLOOR PLAN1-TD101 STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN1-TD102 STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN1-TD103 STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN1-TD104 STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN1-TD105 STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN1-TD106 STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN1-TD107 STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN1-TD200STRUCTURAL CABLING SYSTEM OVERALL SECOND FLOORPLAN1-TD201STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOORPLAN1-TD202STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOORPLAN1-TD203STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOOR PLAN1-TD204STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOORPLAN1-TD205STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOORPLAN1-TD301EXISTING COMMUNICATIONS ROOM LAYOUT AND RACKELEVATIONS1-TD303EXISTING COMMUNICATIONS ROOM LAYOUT AND RACKELEVATIONS1-TD305NEW COMMUNICATIONS ROOM LAYOUT AND RACKELEVATIONS1-TD306EXISTING COMMUNICATIONS ROOM LAYOUT AND RACKELEVATIONS1-TD307EXISTING COMMUNICATIONS ROOM LAYOUT AND RACKELEVATIONS1-TD308 EXISTING COMMUNICATIONS ROOM LAYOUT AND RACK ELEVATIONS1-TD310NEW COMMUNICATIONS ROOM LAYOUT AND RACKELEVATIONS1-TD400STRUCTURAL CABLING SYSTEM TELECOM GROUNDINGRISER DIAGRAM1-TD401FIBER RISER DIAGRAM COMMUNICATIONS ROOM LOGICDIAGRAM1-TN001ADMIN NETWORK SYSTEM LOGIC DIAGRAM1-TN002SECURITY NETWORK SYSTEM LOGIC DIAGRAM1-TN003AWW AREA NETWORK SYSTEM LOGIC DIAGRAM1-TT001TELEPHONY SYSTEM LOGIC DIAGRAM1-TC100DAS OVERALL FIRST FLOOR PLAN1-TC103DAS PARTIAL FIRST FLOOR PLAN1-TC200DAS OVERALL SECOND FLOOR PLAN1-TC203DAS PARTIAL SECOND FLOOR PLAN1-TC300DAS EQUIPMENT MATRIX1-TI100APS OVERALL FIRST FLOOR PLAN1-TI100AAPS OVERALL ZONE LAYOUT - FIRST FLOOR PLAN1-TI102APS PARTIAL FIRST FLOOR PLAN1-TI103APS PARTIAL FIRST FLOOR PLAN1-TI104APS PARTIAL FIRST FLOOR PLAN1-TI200APS OVERALL SECOND FLOOR PLAN1-TI200AAPS OVERALL ZONE LAYOUT - SECOND FLOOR PLAN1-TI201APS PARTIAL SECOND FLOOR PLAN1-TI202APS PARTIAL SECOND FLOOR PLAN1-TI203APS PARTIAL SECOND FLOOR PLAN1-TI204APS PARTIAL SECOND FLOOR PLAN1-TI301AUDIO PAGING SYSTEM FUNCTIONAL DIAGRAM1-TI401APS SPEAKER MOUNTING DETAILS1-TN100EVIDS OVERALL FIRST FLOOR PLAN1-TN200EVIDS OVERALL SECOND FLOOR PLAN1-TN202EVIDS PARTIAL SECOND FLOOR PLAN1-TN203EVIDS PARTIAL SECOND FLOOR PLAN1-TN300EVIDS FIDS / BIDS SYSTEM LOGIC DIAGRAM1-TN301EVIDS LOGIC DIAGRAM1-TN400EVIDS DISPLAY TYPE REFERENCES1-TN401EVIDS TYPE AND QUANTITY SCHEDULE DISPLAY TYPESAND MOUNTING DETAILS1-TN402EVIDS TYPE AND QUANTITY SCHEDULE DISPLAY TYPESAND MOUNTING DETAILSBAGGAGE BELTB2.1.03PLAN - CD3 CURRENT CONDITIONACCESS CONTROL CONTINUED1-TY122 ACS EXISTING AND DEMO 2ND FLOOR PLAN1-TY213 ACS PROPOSED 1ST FLOOR PLAN1-TA001TELECOMMUNICATIONS GENERAL NOTES1-TI205APS PARTIAL SECOND FLOOR PLAN1-TI300AUDIO PAGING SYSTEM LOGIC DIAGRAMW200 SIGN TYPE DETAILS - TEMPORARY SIGNAGEW205 SIGN TYPE DETAILS G-HW301 MASTER SHEET LAYOUT PLAN - PHASINGPHASE 1 TEMPORARY SIGNAGE PLAN - GATES 11-16W406 PHASE 1 NEW SIGNAGE PLAN - BAGGAGE CLAIM 1-3W407 PHASE 1 NEW SIGNAGE PLAN - SCREENING AREAW408 PHASE 1 NEW SIGNAGE PLAN - GATES 11-16SIGNAL IMPROVEMENTST-1 COVER SHEETT-2 SUMMARY OF PAY ITEMST-3 SIGNAL NOTEST-4 SIGNAL PLANT-5 MAST ARM TABULATIONT-6 STANDARD MAST ARM ASSEMBLIEST-7 GUIDSIGN WORKSHEETD-1 SPECIAL DITCH DETAIL SHEETE-1 TRAFFIC SIGNAL POWER PLANS-1 SIGNING AND PAVEMENT MARKING PLANTCP-1 TRAFFIC CONTROL NOTESTCP-2 FDOT INDEX MOT SHEETSTCP-3 FDOT INDEX MOT SHEETSTCP-4 FDOT INDEX MOT SHEETSTCP-5 FDOT INDEX MOT SHEETSTCP-6 FDOT INDEX MOT SHEETSTCP-7 FDOT INDEX MOT SHEETSTCP-8 FDOT INDEX MOT SHEETS08-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-171-TY600 ACS DOOR SCHEDULEXXXXXB.IS.01ABBREVIATIONS GENERAL NOTES AND DRAWING INDEXB.IS.02CONVEYOR LEGENDS AND SYMBOLSB.IS.03MOTOR MANIFESTB5.1.00 ELECTRICAL DEVICE STANDARDSB6.1.00 GENERAL DETAIL DRAWING (TYPICAL HANGING)B6.1.01 GENERAL DETAIL DRAWING (TYPICAL CONVEYOR)B6.1.02 GENERAL DETAIL DRAWING (POINT LOADS)B6.1.03 GENERAL DETAIL DRAWING (DOOR DETAILS)B6.1.04 GENERAL DETAIL DRAWING (HANGING ATTACHMENTS)XXXXXXXXX09-28-1709-28-1709-28-17500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 10:47:28 AMG102.4PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - PHASE 107-14-2017S12014REVISIONS# DATEDESCRIPTIONBYCONFORMED SET7
ELEVATIONCL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:09:16 PMG105PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAGENERAL INFORMATION07-14-2017S120141110'-0"KEY NOTEREVISION TAGDOOR TAGWINDOW TAGPARTITION TYPEROOM NAME & NUMBEREQUIPMENT REFERENCENORTH ARROWCOLUMN DESIGNATION& GRIDLINEPROPOSED ELEVATIONDIMENSION LINESELEVATION REFERENCESECTION REFERENCEDETAIL INDICATORBREAK LINECENTER LINEA711. GENERAL CONTRACTOR SHALL FIELD SURVEY LOCATION AND VERIFY ALL EXISTINGCONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BEREPORTED TO THE ARCHITECT.2. NOTIFY THE ARCHITECT IN WRITING OF ANY UNEXPECTED CONDITIONS THAT ARE UNCOVEREDAFTER BEGINNING WORK.3. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK AS INDICATED ON THESE PLANS UNLESSOTHERWISE INDICATED.4. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BEAS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OFTHE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS . NOTIFY THE ARCHITECT FORRESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION.5. GENERAL CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT, APPROVALS, INSPECTIONS,CERTIFICATE FOR COMPLIANCE, AND ASSIST WITH THE CERTIFICATE OF OCCUPANCY ASREQUIRED UNLESS OTHERWISE NOTED.6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS OTHER THAN GENERAL BUILDINGPERMITS REQUIRED FOR SUCH WORK SHOWN ON THE DRAWINGS. SUCH PERMITS SHALL BEOBTAINED BEFORE STARTING THE WORK. SEPARATE PERMITS ARE REQUIRED FOR THEINSTALLATION OF ALL EXTERIOR SIGNAGE. 7. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY FACILITIES DURING CONSTRUCTIONFOR THE COMPLETE BUILDING OPERATION. THIS SHALL BE TEMPORARY ACCESS, EXIT,CORRIDORS, LIGHTING, FIRE PROTECTION, MAIN CORRIDOR PROTECTION, A/C & ALLINFRASTRUCTURE REQUIRED DURING THE FINAL STORE OPERATION.8. GENERAL CONTRACTOR SHALL REMOVE ALL TEMPORARY ITEMS AT THE COMPLETION OF WORKAS REQUIRED.9. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES, ALL APPROVED DRAWINGSINCLUDING ALL REVISIONS AND ADDENDA.10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ANDREQUIREMENTS DURING CONSTRUCTION.11. AFTER COMPLETION, GENERAL CONTRACTOR SHALL CLEAN WHERE EVER SUCH CLEANING ISREQUIRED, INCLUDING AREAS OF THE BUILDING MADE DIRTY BY CONSTRUCTION WORK. REMOVEFROM THE PREMISES TRASH, TOOLS, EQUIPMENT AND EXCESS CONSTRUCTION MATERIALS.12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE TOCOMPLETE THE WORK OUTLINED IN THESE DOCUMENTS , INCLUDING ITEMS WITHIN THE SPACEABOVE THE CEILINGS (STRUCTURAL MEMBERS, CONDUITS, MECHANICAL DUCTS, INSULATION,RECESSED LIGHT FIXTURES, AND CEILING CONSTRUCTION DIMENSIONS, ETC.) THE CONTRACTORSHALL BE RESPONSIBLE TO MAINTAIN THE FINISHED CEILING HEIGHT ABOVE THE FLOOR ASINDICATED IN THESE DRAWINGS FOR THE VARIOUS ROOMS AND AREAS.13. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THOSE LAWSHAVING JURISDICTION WEATHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESEDRAWINGS.14. CONTRACTOR WILL VERIFY WITH THE S.A.A., THE LOCATION OF ALL INFRASTRUCTURE, EVEN IF THEY ARE NOT SHOWN ON DRAWINGS.15. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PARTITION WALLS IF THEY AREREQUIRED DURING THE CONSTRUCTION PROCESS.16. GENERAL CONTRACTOR SHALL INCLUDE FURNISHING ALL MATERIALS EQUIPMENT, TOOLS,LABOR AND SERVICES NECESSARY FOR COMPLETION OF THE PROJECT.17. GENERAL CONTRACTOR SHALL PERFORM ALL WORK ALL WORK IN CONFORMITY WITH THOSELAWS HAVING JURISDICTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESEDRAWINGS.18. SHOP DRAWINGS:A. SUBMIT A SCHEDULE OF SHOP DRAWINGS PRIOR TO COMMENCING WORK.B. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVISION WHERE REQUIRED BY PLANSANDSPECIFICATIONS, WITH AMPLE TIME TO REVIEW AND APPROVE.C. ALL SHOP DRAWINGS, INCLUDING EQUIPMENT AND MATERIALS, SHALL BE REVIEWED ANDAPPROVED BY THE ARCHITECT PRIOR TO ORDERING OF FABRICATION.19. GENERAL CONTRACTOR TO SUBMIT TIMEFRAME & CONSTRUCTION PHASES SCHEDULE.20. GENERAL CONTRACTOR TO PROVIDE OWNER WITH ONE COMPLETE SET OF ACCURATE,FULL-SIZED AS-BUILT RECORD DRAWINGS FOR PERMANENT RECORD, AND ELECTRONIC VERSION IN AUTOCAD.21. FULLY WARRANTY ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR 2 YEAR FROM DATEOF ACCEPTANCE. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUNDDEFECTIVE DURING WARRANTY PERIOD. EXTEND ALL MANUFACTURER'S WARRANTIES TO THEOWNER.ABBREVIATIONS101ROOM5A5.2#NAME5A5.2STANDARD SYMBOLSAA000A5A5.21. DRAWINGS ARE IN INCHES UNLESS OTHERWISE NOTED.2. DIMENSIONS ARE GIVEN TO FACE OF CONCRETE PRECAST, FACE OF CONCRETEWITHOUT FINISH, FACE OF CMU WITHOUT FINISH AND FACE OF METAL STUD.3. PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL CODES ANDREGULATORY REQUIREMENTS.4. KEEP THE PREMISES NEAT AND CLEAN AT ALL TIMES.5. PROTECT ALL AREAS ADJACENT TO THE WORK AREA, OR THROUGH WHICHMATERIALS MUST PASS, TO PREVENT DAMAGE RESULTING FROM CONSTRUCTIONOR MATERIALS' HANDLING. RESTORE TO EXISTING CONSTRUCTION ORIGINALCONSTRUCTION IF/WHEN DISTURBED.6. WHEN "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYINGTERMS ARE USED, INTERPRET AS "TO BE REVIEWED BY THE ARCHITECT".7. FOLLOW THE MANUFACTURE'S STRICTEST WRITTEN RECOMMENDATIONS FORHANDLING, INSTALLATION, AND/OR APPLICATION OF ALL MATERIALS AND/ORPRODUCTS CONSISTENT WITH THE SKILL AND CARE NECESSARY FOR THEORDERLY PROGRESS OF WORK.8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.9. ALL FLOOR ELEVATIONS ARE GIVEN TO TOP OF CONC. SLAB (TOC), TOP OF WALL(TOW), OR TOP OF FLOOR FINISH (FEE), AS INDICATED.10. PERFORM ALL WORK IN A WORKMANLIKE MANNER.11. ALL GYPSUM BOARD WORK REQUIRES CORNER BEADS AND NEEDS TO BEAPPROVED BY THE ARCHITECT AND INSPECTOR BEFORE FINISHING IT.12. ALL DISTANCES, DATA AND EXISTING STRUCTURES AND UTILITIES ABOVE ORBELOW THE GROUND, WITHIN THE LIMITS OF THIS PROJECT SHALL BE CHECKED BYTHE CONTRACTOR. IN CASE OF CONFLICT, THE ARCHITECT SHALL BE NOTIFIEDIMMEDIATELY IN ORDER THAT CLARIFICATION MAY BE MADE.13. SITE SURVEY DRAWINGS ARE FOR INFORMATION ONLY. CONTRACTOR SHALLVERIFY AND PROVIDE ALL SITE SURVEY REQUIRED FOR THE WORK OF THISPROJECT.14. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHINGWORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS ANDSHALL BE INCLUDED AS PART OF THE CONTRACTORS WORK.GENERAL CONTRACTOR RESPONSIBILITYGENERAL NOTESABVABOVE FINISHED FLOORAFGABOVE FINISHED GRADEAPACCESS PANELACOUSACOUSTICALACTABOVEAFFACOUSTICAL CEILING TILEADDADDENDUMADHADHESIVEADJADJACENTADJTADJUSTABLEAGGAGGREGATEA/CAIR CONDITIONINGAHUAIR HANDLING UNITALTALTERNATEALUMALUMINUMANCHANCHOR, ANCHORAGEABANCHOR BOLTANODANODIZEDAPPROX APPROXIMATEARCHARCHITECTURALADAREA DRAINAUTOAUTOMATICAVGAVERAGEBSMNTBASEMENTBM BEAMBRG BEARINGBEL BELOWBET BETWEENBITBITUMINOUSBLK BLOCKBD BOARDBOT BOTTOMBW BOTTOM OF WALLBKT BRACKETBRK BRICKBRZBRONZEBLDGBUILDINGBUR BUILT-UP ROOFINGCAB CABINETCUH CABINET UNIT HEATERCPTCARPET (ED)CI CAST IRONCB CATCH BASINCLG CEILINGCEMCEMENTCTR CENTERCTCERAMIC TILECHBD CHALK BOARDCO CLEAN OUTCLR CLEARCLO CLOSETCOL COLUMNCOMP COMPRESS(ED), (ION),(IBLE)CONC CONCRETECMU CONCRETE MASONRY UNIT CONSTCONT. CONTINUOUSCONTR CONTRACTOR)CJTCONTROL JOINTCG CORNER GUARDCORR CORRIDORCTSK COUNTERSINKCRS COURSECYD CUBIC YARDDEPTDEPARTMENTDTLDETAILDIAG DIAGONALDIAM DIAMETERDIM DIMENSIONDW DISH WASHERDPR DISPENSERDISP DISPOSALDR DOORDO DOOR OPENINGDBL DOUBLEDA DOUBLE ACTINGDNDOWNDWR DRAWERDWGDRAWINGDFDRINKING FOUNTAINEAEACHEEASTELEC ELECTRIC(AL)EWC ELECTRIC WATER COOLEREL ELEVATIONELEV ELEVATOREMER EMERGENCYENC ENCLOSE (URE)ENG ENGINEER(ING)ENAM ENAMELEPT EPOXY PAINT(ED)EQ EQUALEQUIP EQUIPMENTEXH EXHAUSTEX EXISTINGEXP'D EXPOSEDEXP EXPANSION, EXPOSEDEJT EXPANSION JOINTEXT EXTERIOREIFS EXTERIOR INSULATION & FINISH EXTD EXTRUDEDFAB FABRICFWC FABRIC WALL COVERINGFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFIN FINISH(ED)FF FINISHED FLOORFA FIRE ALARMFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFPRF FIREPROOFFRFIRE RATINGFT FIRE TREATEDFIXT FIXTUREFLG FLASHINGFLR FLOOR(ING)FDFLOOR DRAINFLOUR FLUORESCENTFTG FOOTINGFDN FOUNDATIONFRM FRAMEFS FULL SIZEFURR FURRED (ING)GA GAGE, GAUGEGALVGALVANIZEDGC GENERAL CONTRACTORGLGLASS, GLAZINGGFRC GLASS FIBER REINFORCED CONCRETEGMU GLASS MASONRY UNITGTGLASS TILEGBGRAB BARGRD GRADE (ING)GRT GROUTGA GAGE, GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGLGLASS, GLAZINGGFRC GLASS FIBER REINFORCED CONCRETEGMU GLASS MASONRY UNITGT GLASS TILEGB GRAB BARGRD GRADE (ING)GRT GROUTGYP GYPSUMGWB GYPSUM WALL BOARDHP HANDICAPPEDHR HANDRAILHBD HARD BOARDHDW HARDWAREHDWDHARDWOODHD HEADHTG HEATINGHVAC HEATING/VENTILATING/AIR CONDITIONINGHTHEIGHTHPT HIGH POINTHCHOLLOW COREHMHOLLOW METALHB HOSE BIBBHORIZ. HORIZONTALIN INCHINCL INCLUDE(D), (ING)IC INSIDE CLEARID INSIDE DIAMETERINSUL INSULATE(D), (ION)INT INTERIORINVINVERTJANJANITORJTJOINT SJJOISTKITKITCHENLAMLAMINATELAVLAVATORYLCCLEAD COATED COPPERLHLEFT HANDLT LIGHTLS LIGHT SWITCHLWT LIGHT WEIGHTLTL LINTELLVR LOUVERMACH MACHINEMB MACHINE BOLTMH MAN HOLEMFR MANUFACTURE (ER)MAS MASONRYMO MASONRY OPENINGMTRL MATERIAL(S)MAX MAXIMUMMECH MECHANICALMC MEDICINE CABINETMED MEDIUMMTL METALMIN MINIMUMMISC MISCELLANEOUSMIR MIRRORMOD MODULARMR MOISTURE RESISTANT TMLDGMOLDING, MOLDINGMTD MOUNTEDMULL MULLIONNAT NATURALNOM NOMINALNCNONCORROSIVENNORTHNA NOT APPLICABLENICNOT IN CONTRACTNTS NOT TO SCALENO NUMBEROC ON CENTEROPNG OPENINGOPPOPPOSITEOPH OPPOSITE HANDOZ OUNCEODOUTSIDE DIAMETEROA OVERALLOH OVER HEADPTD PAINT(ED)PR PAIRPNL PANELPBD PARTICLE BOARDPTN PARTITIONPVMNT PAVEMENTPVRS PAVERSPERF PERFORATE(D)PLAS PLASTERP-LAMPLASTIC LAMINATEPL PLATEPWD PLYWOODPNT POINTPT PORCELAIN TILEPSF POUNDS PER SQUAREFOOTPSI POUNDS PER SQUARE INCHPFB PREFABRICATE(D)PM PRESSED METALPROP PROPOSEDQTY QUANTITYQT QUARRY TILERAD RADIUSRWL RAIN WATER LEADERREC RECESSEDREF REFERENCERFL REFLECT(ED), (IVE), (ING)REFRREFRIGERATORREINF REINFORCEREM REMOVEREQ'D REQUIREDRES RESILIENTRTRESILIENT TILERET RETURNRA RETURN AIRREV REVISIONRH RIGHT HANDRRISERRFG ROOFINGRD ROOF DRAINRM ROOMRO ROUGH OPENINGRB RUBBERSND SANITARY NAPKINDISPENSERSCHED SCHEDULESLNT SEALANTSECT SECTIONSHTH SHEATHINGSHT SHEETSM SHEET METALSVSHEET VINYLSH SHELF, SHELVINGSHRSHOWERSIM SIMILARSKLT SKYLIGHTSOG SLAB ON GRADESD SOAP DISPENSERSTC SOUND TRANSMISSIONCLASSSSOUTHSC SOLID CORESPEC SPECIFICATIONSASPRAY ACOUSTICSQ SQUARES/S STAINLESS STEELST STAIRSTD STANDARDSTA STATIONSTL STEELSTO STORAGESTRUC STRUCTURALSUSP SUSPENDEDSYS SYSTEMTKBD TACKBOARDTEL TELEPHONETEMP TEMPEREDTCTERRA COTTATZ TERAZZOTEX TEXTUREDTHK THICK(NESS)TPD TOILET PAPER DISPENSERT>ONGUE AND GROOVET&BTOP AND BOTTOMTCTOP OF CONCRETETF TOP OF FOOTINGTJ TOP OF JOISTTSL TOP OF SLABTST TOP OF STEELTW TOP OF WALLTW TOWEL BARTRTREADTRANS TRANSPARENTTYP TYPICALUC UNDERCUTUL UNDERWRITERUNO UNLESS NOTEDOTHERWISEUR URINALVERT VERTICALVG VERTICAL GRAINVIF VERIFY IN FIELDVEST VESTIBULEVPVENEER PLASTERVIN VINYLVCT VINYL COMPOSITION TILEVWC VINYL WALL COVERINGWC WATER CLOSETWH WATER HEATERWR WATER RESISTANTWP WATERPROOFINGWT WEIGHTWWF WELDED WIRE FABRICWWM WELDED WIRE MESHW WEST, WIDTH, WIDEWIN WINDOWWG WIRE GLASSWM WIRE MESHW/ WITHW/O WITH OUTWD WOODWPT WORK POINTWI WROUGHT IRONSYSTEMNPLANNORTHSAA SANFORD AIRPORT AUTHORITYRTU ROOF TOP UNITREVISIONS# DATE DESCRIPTION BYCONFORMED SET8
INTERIOR FINISHESWALL PANELINGPRODUCT: MARLITE SURFACE SYSTEMSMATERIAL: WOOD FINISH PLASTIC LAMINATECOLOR: TBDREVEAL: 1/4" NARROW REVEALCONTACT: DAN EGBERS 330-260-7633PRODUCT: MARLITE STANDARD FRPCOLOR: TBDPROVIDE TOP EDGE AND JOINT TREATMENT TO MATCHCONTACT: DAN EGBERS 330-260-7633CEILINGSCEILINGS THROUGHOUT UNLESS OTHERWISE NOTEDMFG:USG-CONTACT BILL MCCONNAUGHEY 407-883-3977STYLE: RADAR CLIMAPLUS SQSIZE: 2' X 2' X 5/8"COLOR: WHITEGYPSUM BOARD SOFFITSREFER TO PAINT COLORDOORSMFG:TBDSIZE:VARIES SEE PLANCOLOR: TBDART GLASS FINISHMFG: NUDO-MARLITE SYSTEMSMATERIAL: POLYCARB, MATTGRAPHICS BY OWNERCONTACT: DAN EGBERS 330-260-7633SINK FINISHVERGE SINK WITH WASH BAR TECHNOLOGYMFG: BRADLEYFINISH: EVERO NATURAL QUARTZ GEO SERIESCOLOR: CABOCONTACT: TOM MURPHY 407-841-9237COLUMNSPRODUCT: MARLITE SURFACE SYSTEMSMATERIAL: WOOD FINISH PLASTIC LAMINATECOLOR: TBDREVEAL: 1/4" NARROW REVEALCONTACT: DAN EGBERS 330-260-7633EXTERIOR FINISHESPAINTOVERALL BUILDING PAINTMFG:TBD COLOR:TBDTRIM PAINTMFG:TBDCOLOR:TBDACCENT PAINTMFG:TBDCOLOR:TBDACCENT PAINTMFG:TBDCOLOR:TBDCARPETNEW CARPETMFG:MANNINGTON COMMERCIALSTYLE: HUSKCOLOR: WOAD 35342BROADLOOMCONTACT: SHANNON POOLER407-489-2314BASEMFG:ROPPESIZE:6"COLOR: TBDMFG:ROPPESIZE:4"COLOR: TBDPRODUCT: BRUSHED STAINLESS STEEL @ MARLITE WALLS AND MILLWORK SIZE:1'-0" AND 6"(SEE DRAWINGS)TILEFLOOR TILEMFG:DALTILEPRODUCT: COLOR BODY PORCELAINSIZE: 24" x 24"STYLE: DIGNITARY SERIESCOLOR: DR11 GOVERNOR BLACKWALL TILEMFG:DALTILEPRODUCT: COLOR BODY PORCELAINSIZE:24" x 24" STYLE: DIGNITARY SERIESCOLOR: LUMINARY WHITEWALL TILE MFG:DALTILEPRODUCT: COLOR BODY PORCELAINSIZE:12" x 24" STYLE: DIGNITARY SERIESCOLOR: DR11 GOVERNOR BLACKCOVE BASEMFG: DALTILEPRODUCT: COLOR BODY PORCELAINSIZE: 6" X 12"STYLE: TO MATCH WALL TILECOLOR: TO MATCH WALL TILEPROVIDE COVE CORNER AT WALL TRANSITIONWALL TILEMFG:DALTILEPRODUCT: CERAMICSIZE:9" X 12"STYLE: HEATHLANDCOLOR: TBDWALL TILE-ACCENTMFG:DALTILEPRODUCT: CERAMICSIZE:2" X 10"STYLE: HEATHLANDCOLOR: TBDWALL TILE-BULLNOSEMFG:DALTILEPRODUCT: CERAMICSIZE:2" X 6"STYLE: HEATHLANDCOLOR: TBDFLOOR TILE MFG:DALTILEPRODUCT: CERAMICSIZE:12' x 12"STYLE: HEATHLANDCOLOR: TBDCOVE BASEMFG: DALTILEPRODUCT: CERAMICSIZE: 6" X 12"STYLE: HEATHLANDCOLOR: TBDPROVIDE COVE CORNER AT WALL TRANSITIONCONTACT: TERRY TAMPA/DALTILE407-402-0815TERRAZZO TILEPRODUCT:FRITZ TILESIZE:12" X 12"COLOR: CONCOURSE, #C520210CONTACT: BABS HEILESON386-668-0121PRODUCT:FRITZ TILESIZE:12" X 12"COLOR: ROMAN GRAY, #C521595CONTACT: BABS HEILESON386-668-0121PRODUCT:FRITZ TILESIZE:12" X 12"COLOR: GRAPHITE, #VP205504CONTACT: BABS HEILESON386-668-0121COUNTERPLASTIC LAMINATEMFG:WILSONARTCOLOR:TBDSOLID SURFACEMFG:TBDMFG:TBDVCT MFG: ARMSTRONGPRODUCT:EXCELONSIZE:12" X 12"COLOR: TBDMILLWORKMFG:MARLITECOLOR:TBDLOCATION: CABINETSMFG:MARLITECOLOR: TBDLOCATION: TBDINTERIOR PAINTALL WALLS UNLESS NOTED OTHERWISEMFG:SHERWIN WILLIAMSCOLOR: TBDACCENT - TBDMFG:SHERWIN WILLIAMSCOLOR: TBDACCENT - TBDMFG:SHERWIN WILLIAMSCOLOR: TBDACCENT - TBDMFG:SHERWIN WILLIAMSCOLOR: TBDDOOR TRIMMFG:SHERWIN WILLIAMSCOLOR: TBDCEILINGSMFG:SHERWIN WILLIAMSCOLOR: TBDEXPOSED BAR JOIST AND DECK CEILINGSMFG: SHERWIN WILLIAMSDRYFALL PAINTCOLOR: TBDC1B1B3EP4EP3EP2EP1P6P5P4P3P2P1T1T2T3T4T5T6T7T8TZ1TZ2TZ3PL1SS1M1M2W1CL1CL2V1W2B2NOTE: TILE GROUT BY MAPEI, COLOR TBD.T9POURED FLOORINGMFG: DUR-A-FLEXPRODUCT: POLYCRETECOLOR: TBDCONTACT: DREW DELLINGER 706-319-6527PFALL FINISHES LISTED ARE BASIS OF DESIGN UNLESS NOTED OTHERWISEP7GENERAL NOTES1. REFER TO CEILING PLANS FOR CEILING FINISH LOCATION.2. INTERIOR FINISHES THROUGHOUT SPACE SHALL COMPLY WITH BUILDING CODE FOR MINIMUM FLAME SPREAD. 3. (3) SAMPLES OF EACH SPECIFIED FINISH COLOR AND MATERIAL SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK.4. TYPICAL FLOOR COVERING TRANSITION SHALL BE AT CENTERLINE OF DOOR UNLESS NOTED OTHERWISE. REFER TO DETAILS AND SPECIFICATIONS FOR TRANSITION BETWEEN FINISHES. SUBMIT SAMPLES TO ARCHITECT FOR APPROVAL.5. CLEAN ALL WALLS PRIOR TO APPLYING NEW FINISH.6. PROTECT ALL NEW INSTALLED FINISHES AND EXISTING TO REMAIN FINISHES IN AREA OF WORK FROM DAMAGE AND DEBRIS. REFER TO SPECIFICATIONS FOR PROPER MAINTENANCE OF NEWLY INSTALLED FINISHES DURING ON GOING CONSTRUCTION.7, ALL DOORS AND FRAMES TO BE PAINTED SHALL BE SEMI-GLOSS FINISH. REFER TO DOOR SCHEDULE SHEET SERIES-A601.8. TILE GROUT BY MAPEI, COLORS TO BE DETERMINED.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:09:28 PMG106PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAGENERAL NOTES & PROJECT FINISHES07-14-2017S12014REVISIONS# DATE DESCRIPTION BYCONFORMED SET9
500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:09:40 PMG107PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAAIRPORT SAFETY AND SECURITY NOTES07-14-2017S12014GENERAL NOTES1.ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED STAGING AREA, CONSTRUCTIONLIMITS OR HAUL ROUTES.2.THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WORKING INSIDE THE SECURE FENCE MUST CONFORM WITHALL AIRPORT SECURITY REQUIREMENTS AS OUTLINED IN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OF THESPECIAL PROVISIONS.3.AIRPORT OPERATIONS STAFF SHALL HAVE THE AUTHORITY TO SUSPEND CONSTRUCTION OPERATIONS AT ANY TIME;DUE TO WEATHER, UNSAFE WORKING CONDITIONS OR WHEN DEEMED TO BE IN THE BEST INTEREST OF THE AIRPORT.4.THE AIRPORT WILL BE IN OPERATION DURING THE CONSTRUCTION OF THIS PROJECT. COORDINATION OF WORK WITHAIRPORT MANAGEMENT IS MANDATORY SO AS TO MINIMIZE IMPACTS ON AIRPORT OPERATIONS. OPERATION OF THEAIRPORT IS OF THE UPPER MOST IMPORTANCE. WHEN THERE IS CONFLICT BETWEEN OPERATION OF THE AIRPORT ANDCONSTRUCTION, OPERATION OF THE AIRPORT WITH HAVE PRIORITY.5.EXISTING GRADES SHOWN ON THE DRAWINGS ARE BELIEVED TO BE ACCURATE, BUT THE AIRPORT ASSUMES NORESPONSIBILITY FOR THE ACCURACY OF THESE GRADES. IF THE CONTRACTOR DOES NOT CONCUR WITH THEELEVATIONS GIVEN ON THE DRAWINGS, HE SHALL NOTIFY THE ENGINEER IN WRITING PRIOR TO INITIATING ANYCONSTRUCTION ACTIVITIES. START OF WORK BY THE CONTRACTOR WITHOUT SUCH NOTIFICATION WILL BEINTERPRETED AS AN AGREEMENT BY THE CONTRACTOR WITH THE ACCURACY OF THE GRADES SHOWN ON THE PLANS.6.NOT USED7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND ACQUIRING ALL REQUIRED COUNTY, STATE AND CITYPERMITS.8.THE CONTRACTOR SHALL REVIEW ALL AIRFIELD UTILITIES WITH AIRPORT MANAGEMENT PRIOR TO BEGINNING WORK.9.THE PROJECT PAY ITEM IS PROVIDED TO BE INCLUSIVE OF ALL WORK TO BE PERFORMED AS SHOWN IN THESE PLANS.ALL INCIDENTAL WORK REQUIRED TO COMPLETE THE PROJECT IS TO BE INCLUDED IN THE COSTS OF PERFORMINGTHESE ITEMS.10.TESTING - UNLESS OTHERWISE SPECIFIED, ALL QUALITY ASSURANCE (QA) TESTING REQUIRED BY THESPECIFICATIONS FOR ACCEPTANCE OF WORKMANSHIP AND/OR MATERIALS SHALL BE INITIATED AND PAID FOR BY THEOWNER. QUALITY CONTROL (QC) TESTING SHALL BE INITIATED AND PAID FOR BY THE CONTRACTOR. FAILED QATESTING SHALL REQUIRE RE-TESTING WHICH SHALL BE INITIATED BY THE ENGINEER AND PAID FOR BY THECONTRACTOR.MAINTENANCE OF TRAFFIC AND SAFETY1.THE CONTRACTOR IS ADVISED THAT ALL AIRPORT ROADWAYS, EXCEPT THOSE THAT ARE TO BE CONSTRUCTEDUNDER THIS CONTRACT, WILL BE ACTIVE DURING THIS CONTRACT. THE CONTRACTOR WILL BE EXPECTED TOCONDUCT THE WORK SUCH THAT THE SAFETY OF OPERATIONS IS NOT REDUCED AND THAT VEHICULAR FLOW ISMAINTAINED AT ALL TIMES, EXCEPT AS SPECIFICALLY PROVIDED FOR IN THE CONTRACT DOCUMENTS OR ALLOWED BYTHE OWNER IN WRITING. THE CONTRACTOR IS ADVISED, AND SHALL ACCEPT AS AN IMPORTANT CONSIDERATION OFTHE WORK, THAT THE MAINTENANCE OF SAFE AND EFFICIENT ACCESS TO THE AIRPORT VIA THE ROADWAY SYSTEM ISAN INTEGRAL PART OF THE WORK. IN CASES NOT SPECIFICALLY COVERED ELSEWHERE IN THE CONTRACTDOCUMENTS, ALL TRAFFIC MAINTENANCE SHALL BE ACCOMPLISHED IN CONFORMANCE TO THE LATEST EDITION OFTHE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).DUST AND DEBRIS CONTROL1. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE DUST CONTROL REQUIREMENTS OF THIS CONTRACT.THE OPERATIONS OF THE RUNWAYS, TAXIWAYS, AND ASSOCIATED NAVAIDS ARE ESPECIALLY SENSITIVE TO DUST.THE CONTRACTOR SHALL BE PREPARED TO CONTROL DUST ON HAUL ROUTES ON A DAILY BASIS. WATERING, OROTHER APPROVED DUST CONTROL MEASURES SHALL BE AVAILABLE ON A DAILY BASIS TO CONTROL DUST. THEOWNER RESERVES THE RIGHT TO STOP GRADING AND HAULING, OR OTHER WORK IF NECESSARY, TO BRING DUSTUNDER CONTROL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTIONLIMITS AS WELL AS ALONG ANY ROADWAYS USED BY THE EQUIPMENT AND VEHICLES AT THE SOLE DISCRETION OFTHE AIRPORT.2.THE CONTRACTOR SHALL PROVIDE A FIBER BRISTLE PAVEMENT SWEEPER FOR KEEPING DEBRIS CLEAR AT ALLOPERATIONAL PAVEMENT CROSSING AREAS ON THE HAUL ROUTE AS REQUIRED BY AIRSIDE OPERATIONS.3.ALL UNSUITABLE MATERIAL AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF OFF OF AIRPORT PROPERTYUNLESS DIRECTED OTHERWISE BY THE ENGINEER OR AIRPORT PERSONNEL.4.SPECIFICATIONS ARE PROVIDED AS OUTLINE REQUIREMENTS FOR THE CONTRACTOR TO APPLY WATER, CHEMICALS,VEGETATION OR OTHER MATERIALS TO PREVENT THE OCCURRENCE OF DUST WHICH WILL BE OBJECTIONABLE TO THEOPERATIONS/USERS OF THE AREA. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO, AIRPORT OPERATIONS ANDMAINTENANCE AREAS; AIRCRAFT OPERATIONS AND AIRFIELD OPERATIONS. CONTRACTOR SHALL ALSO BE OBLIGATEDTO DISCONTINUE OPERATIONS WHICH VIOLATE EXISTING LAWS AND REGULATIONS OR CREATE AN UNDUE HAZARD TOAIR TRAFFIC. ALL COSTS FOR CONTROLLING DUST OR POLLUTANTS TO THE AIR OF ANY KIND SHALL BE INCIDENTAL TOTHE CONTRACT.ACCESS GATE REQUIREMENTS1.THE CONTRACTOR SHALL USE THE EXISTING GATE ENTRANCE (87ECHO / CHECKPOINT BRAVO), AND SHALL ADHERE TO ALL SECURITYREQUIREMENTS OF THE OWNER AS OUTLINED IN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OF THE SPECIALPROVISIONS.2.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING A SUITABLE ACCESS ROAD FROM THE PUBLICROADS TO THE SITE. UPON COMPLETION OF THE WORK, ANY ACCESS/HAUL ROUTE WILL BE DRESSED, HYDRO SEEDED ANDRESTORED TO THE ENGINEER'S SATISFACTION. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK, IT SHALL BEINCLUDED IN THE PROJECT.STORAGE, STAGING AND HAUL ROADS1.STORAGE AND STAGINGA)THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREA SPECIFIED FOR STOCKPILES,SHOPS, MAINTENANCE FACILITIES USE OF AND ALL CONTRACTOR SUPPORT FACILITIES. NOOTHER SITES SHALL BE PERMITTED ON AIRPORT PROPERTY WITHOUT WRITTEN APPROVALFROM THE ENGINEER AND OWNER.B)ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITE SHALL BEBORNE BY THE CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO, CLEARING AND GRADINGOF THE SITE, CONSTRUCTION OF ALL TEMPORARY UTILITIES, ACCESS ROADS, ALL SECURITYFENCING, ETC. AT THE CONCLUSION OF THE CONTRACT THE CONTRACTOR SHALL RESTORETHE SITE TO ITS PRE-CONSTRUCTION CONDITION.2.HAUL ROADSA)HAUL ROADS TO BE USED UNDER THIS PROJECT SHALL BE THOSE INDICATED ON THE DRAWINGSOR OTHERWISE SPECIFICALLY DESIGNATED BY THE OWNER/ENGINEER. IN GENERAL, THECONTRACTOR SHALL CONFINE EQUIPMENT AND HAULING TO THE AREAS UNDERCONSTRUCTION. NO DEBRIS SHALL BE ALLOWED ON THE ROADWAYS. THE PAVEMENT WILL BECLEANED BY THE CONTRACTOR USING POWER BROOMS OR SWEEPERS, AS REQUIRED, TO KEEPTHE AREA CLEAR OF ALL SOILS, CLODS OR OTHER DEBRIS. B)THE CONTRACTOR IS NOT PERMITTED TO OPERATE ANY CONSTRUCTION RELATED VEHICLES ONTHE AIRPORT ENTRANCE ROAD SYSTEM. ALL DELIVERIES TO THE STAGING AREA SHALL BE VIATHE HAUL ROUTES AS SHOWN ON THE PLANS.C)THE ACCESS POINTS TO THE PROJECT SITE SHALL BE DETERMINED BY SAA. THESPECIFIED GATE AREAS SHALL BE MONITORED DURING ALL CONTRACTOR OPERATIONS. IF IT ISDETERMINED BY THE OWNER/ENGINEER THAT THE CONTRACTOR'S HAULING OPERATIONS ARECAUSING EXCESSIVE DAMAGE TO THE EXISTING GATES OR PAVEMENT AREAS, THECONTRACTOR MAY BE REQUIRED TO CONSTRUCT, AT HIS EXPENSE, ADDITIONAL ACCESS GATESIMMEDIATELY ADJACENT TO THE EXISTING GATES. HE SHALL MAINTAIN THE NEW ACCESSPOINTS AND PROVIDE THE AFOREMENTIONED GATE GUARDS AT THESE LOCATIONS AND SHALLASSUME ALL LIABILITY FOR AIRPORT SECURITY RELATING TO THE USE OF THESE GATES.D)IF NECESSARY, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR RESTORING ALL AIRPORTSERVICE ROADS, INCLUDING THE PERIMETER SERVICE ROAD, TO THEIR PRE-CONSTRUCTIONCONDITION WHERE SUCH ROADS ARE USED BY THE CONTRACTOR FOR HAULING OPERATIONS.THE CONTRACTOR AND THE ENGINEER SHALL JOINTLY DETERMINE THE EXISTING CONDITIONSAS A BASIS FOR THIS RESTORATION REQUIREMENT.E)THE CONTRACTOR SHALL RESTORE ALL TURFED AND PAVED AREAS USED FOR HAUL ROADS TOTHEIR ORIGINAL CONDITION, INCLUDING THE ESTABLISHMENT OF TURF. ALL HAULING ALONG ORCROSSING THE AIRPORT AND STATE ROADS SHALL BE ACCOMPLISHED IN ACCORDANCE WITHTHE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SHALL BE COORDINATED BYAND ACCOMPLISHED BY THE CONTRACTOR. ALL COSTS FOR CONSTRUCTING, REMOVING ANDRESTORING OF HAUL ROADS REQUIRED FOR THE COMPLETION OF THE WORK SHALL BEINCLUDED IN THE APPROPRIATE ITEMS OF WORK CONTAINED IN THE PROPOSAL.3.OTHER CONTRACTORS AND AIRPORT EMPLOYEE PARKING AREASA)THE CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS MAY BE WORKING ON THE AIRPORT,AND COOPERATION BETWEEN CONTRACTORS IS REQUIRED.STAGING AREAS - GENERAL REQUIREMENTS1.THE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS SHOWN FOR REFERENCE ONLY. THE ACTUALSIZE AND EXACT LOCATION WILL BE ESTABLISHED PRIOR TO CONSTRUCTION. THE FOLLOWING REQUIREMENTS WILLAPPLY, HOWEVER:A)ALL OF THE CONTRACTOR'S ACTIVITIES,WILL BE STAGED FROMTHIS AREA. THE CONTRACTOR WILL BE RESPONSIBLE FOR TRANSPORTING EMPLOYEES FROM THE STAGINGAREAS TO AND FROM THE WORK AREA.B)THE STAGING AREA IS, AND WILL REMAIN THROUGHOUT THE CONSTRUCTION, INSIDE THE AOA. IT WILL BENECESSARY, TO ERECT AIRPORT SECURITY BARRIER AROUND THE AREA. COST OF ANY FENCING AND OTHERWORK REQUIRED TO PREPARE THE STAGING AREA SHALL BE INCIDENTAL TO MOBILIZATION.C)IT IS NOT ANTICIPATED THAT THE AIRPORT'S OBSTRUCTION HEIGHT REQUIREMENTS, AS DEFINED BY THE FAR PART 77, WILL RESTRICT THE CONTRACTOR'S ACTIVITIES IN THE STAGING AREA. IT IS REQUIRED, HOWEVER, THAT THIS ASSUMPTION BE VERIFIED BY THE CONTRACTOR THROUGH THE OWNER PRIOR TO BEGINNING WORK.D)THE OWNER MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOR OTHER CONTRACTORS BE LOCATED IN THE VICINITY. IF THIS OCCURS, THE CONTRACTOR SHALL COOPERATE, AS NECESSARY, TO ACCOMMODATE OTHERS..E)THE CONTRACTOR WILL BE REQUIRED TO OBSERVE ALL EXISTING TRAFFIC FLOW DIRECTIONS WHEN ENTERING AND LEAVING THE STAGING AREAS. NO COUNTER FLOW WILL BE ALLOWED ANY TIME.2.MATERIAL AND EQUIPMENT STORAGE SHALL BE LOCATED AS SHOWN ON THE SAFETY PLAN SHEET(S). THECONTRACTOR SHALL ADVISE ALL MATERIAL SUPPLIERS OF THE DELIVERY ROUTES TO BE USED FOR THE DELIVERYOF EQUIPMENT, MATERIALS, OR SUPPLIES. THE CONTRACTOR SHALL ALSO ADVISE THE SUPPLIERS THAT THERE WILLBE SET DELIVERY HOURS AND THEY WILL NOT BE ACCEPTED AT ANY OTHER TIME. DELIVERY HOURS WILL BE FROM8:00 AM TO 4:00 PM WEEKDAYS UNLESS PRIOR ARRANGEMENTS WITH AIRPORT PERSONNEL ARE MADE 48 HOURS INADVANCE. ANY DELIVERIES NOT MADE DURING THESE HOURS STATED WILL BE TURNED AWAY BY AIRPORTPERSONNEL. A REPRESENTATIVE OF THE CONTRACTOR MUST BE PRESENT FOR DELIVERY OF MATERIALS. MATERIALSAND EQUIPMENT NOT IN USE SHALL BE STORED OR PARKED IN AREAS DESIGNATED BY THE ENGINEER AND OUTSIDEOF THE RIGHT-OF-WAY AND TAXIWAY SAFETY ZONES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTRICTINGHIS/HER EQUIPMENT AND PERSONNEL TO THE IMMEDIATE VICINITY OF CONSTRUCTION AND TO AUTHORIZE AREASAND SHALL TAKE SUCH PRECAUTIONS, AT HIS OWN EXPENSE, AS ARE NECESSARY TO ASSURE COMPLIANCE WITHTHESE REQUIREMENTS.3.ALL MATERIALS AND EQUIPMENT, WHEN NOT IN USE, SHALL BE PLACED IN APPROVED AREAS WHERE THEY WILL NOTCONSTITUTE A HAZARD TO AIRPORT OPERATIONS. TALL BUTRELATIVELY LOW-VISIBILITY (I.E. CRANES, BACKHOES, DRILLS, ETC.) EQUIPMENT SHALL BESTORED IN A LOWERED CONFIGURATION WHEN NOT IN USE. THEAPPROVED STORAGE AREAFOR EQUIPMENT AND MATERIALS IS THE CONTRACTOR'S STAGING AREA. ANY OTHERAREAS TO BE USED FOR STORAGE MUST BE APPROVED BY THE ENGINEER AND OWNER PRIOR TO USE. EQUIPMENTAND/OR STOCKPILED MATERIALS SHALL BE STORED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WINDCONDITIONS.CONSTRUCTION PHASING REQUIREMENTS1.THE CONSTRUCTION PHASING AS SHOWN IN THESE CONTRACT DOCUMENTS IS A SIMPLIFIED PHASE DESCRIPTIONSHOWING GENERAL RELATIVE TIME FRAMES WITHIN WHICH CONSTRUCTION WORK WILL BE ACCOMPLISHED. THECONTRACTOR SHALL DEVELOP HIS OWN CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE REQUIREMENTS OFTHE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL SUBMIT THIS PLAN FOR REVIEW AND APPROVAL AMINIMUM OF 2 WEEKS PRIOR TO THE START OF CONSTRUCTION.SECURITY NOTES1.THE CONTRACTOR SHALL CONDUCT THEIR ACTIVITIES IN A SAFE AND SECURE MANNER AS SPECIFIED IN SECTION 4"SAFETY AND SECURITY REQUIREMENTS" OF THE SPECIAL PROVISIONS IN THE SPECIFICATIONS AND AS DESCRIBEDHEREIN.2.THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIED HEREIN, AND ALL FURTHERDIRECTIVES SPECIFIED BY THE OWNER OR DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL FURTHER BEREQUIRED TO PAY ALL FINES LEVIED BY THE TRANSPORTATION SECURITY ADMINISTRATION OR OTHER AUTHORIZEDGOVERNMENTAL AUTHORITY FOR VIOLATIONS OF TSA RULES, REGULATIONS AND THE SANFORD AIRPORT AUTHORITY. FINES ARE ALSO ASSESSED BY S.A.A..3.CONTRACTOR PERSONNEL SECURITY ORIENTATION - THE CONTRACTOR SECURITY POINT OF CONTACT SHALL BERESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS AND, FROM TIME TO TIME,OTHER SECURITY PROVISIONS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE REQUIREMENTSPRIOR TO WORKING IN THE CONSTRUCTION AREA.4.ACCESS TO THE SITE - ALL CONSTRUCTION PERSONNEL MUST FOLLOW THE AIRPORT'S LATEST SECURITY ANDBADGING REQUIREMENTS. CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS OR ASDIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTIONPERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO ANDFROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATECLEANUP OF ANY DEBRIS DEPOSITED ALONG THE HAUL ROAD AS A RESULT OF CONSTRUCTION TRAFFIC.5.MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE WILL USETHE ACCESS POINT AT THE CONTRACTOR'S STORAGE SITE.6.CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT STORAGEAREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURINGCONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND OWNER. THECONTRACTOR SHALL ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, SIGNAGEAND WARNING DEVICES VISIBLE FOR BOTH DAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL SUCH AREAS.7. CONTRACTOR WILL BE REQUIRED TO ATTEND THE MONTHLY SECURITY MEETING HELD ON THE 4TH WEDNESDAY OF EACH MONTH.REVISIONS# DATE DESCRIPTION BYCONFORMED SET10
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Table Table MECHANICALELECTRICALITFIRE PROTECTIONSYSTEMS LEGEND500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1" = 50'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:10:44 PMG108PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXISTING SYSTEMS CENTERS07-14-2017S12014 1" = 50'-0"1FIRST FLOOR - SYSTEM CENTERS 1" = 50'-0"2SECOND FLOOR - SYSTEM CENTERSNNORTHNNORTHREVISIONS# DATE DESCRIPTION BYCONFORMED SET11
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BOS UPLOADING DOCK / BADGING AND POLICE STATION5825 S.F.LOADING DOCK920 S.F.CANOPY7280 S.F.CANOPY8560 S.F.CANOPY8380 S.F.FIRE PROTECTION20375 S.F.INBOUND BELTS AND INTERIOR REFRESH57420 S.F.NEW TERMINAL SKYWALK18,200 S.F.NEW TERMINAL / AND RESTROOMS 12800 S.F.NEW ELEVATOREXISTING PARKING DECKPHASESPHASE 1PHASE 2PHASE 3EXISTING WELCOME CENTERNEW ELEVATOR1070 S.F.BLOCKHOUSE ADDITION130 S.F.CANOPY1280 S.F.CHILLER YARD UPGRADEF.I.S. SECURITY EXIT1280 S.F.BAR RECONFIGURE, RESTROOM ADDITION AND BAGGAGE BELT ALTERATIONNEW PARKING LOT CANOPY AND TICKET STATIONNEW FLOORING AND WALL FINISHES500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/64" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:20:09 PMG109PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAAREA OF WORK / PHASING PLAN - 1ST FLOOR07-14-2017S12014 1/64" = 1'-0"1AREA OF WORK / PHASING PLAN - 1ST FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET12
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Table FIRE PROTECTION9400 S.F.NEW TERMINAL SKYWALK18,200 S.F.NEW CANOPY2130 S.F.NEW SCREENING AREA EXISTING PARKING DECKPHASESPHASE 1PHASE 2PHASE 3NEW KID'S AREA / MOTERS ROOM AND RESTROOM REFRESHNEW BLADE SIGN WALLCANOPY6200 S.F.NEW ELEVATOR870 S.F.NEW CANOPYNEW CANOPY7200 S.F.NEW LOADING DOCK4400 S.F.EXISTING WELCOME CENTERNEW SECURITY EXITNEW TERMINAL EXPANSIONNEW ROOF REPLACEMENT14,000 S.F.NEW INTERIOR FINISH500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/64" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:17:50 PMG110PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAAREA OF WORK / PHASING PLAN - 2ND FLOOR07-14-2017S12014 1/64" = 1'-0"1AREA OF WORK / PHASING PLAN - 2ND FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET13
X24 in. min.610 mm.Y42 in.(min.)1065 mm.Y48 in. (min.)1220 mm.24 in. minimum.610 mm.DOOR WIDTHXYDOOR WIDTH4" Min.42 in. (min.)1065 mm.DOOR WIDTH54 in. (min.)1370 mm.60 in. (min.)1525 mm.4" (MIN.)48 in. (min.)1220 mm.18" Minimum.24" Preferred.DOOR WIDTHX4" Min.DOOR WIDTH42" MIN.12" MAX.33"-36"54" MIN.2'-3"4'-0"2'-3"4'-0"36" MAX.44" MAX.17"MAX.48" MAX. AFF TOOPERATING MECHANISM34" MAX.1'-3"29" MIN.34" MAX.27" MIN.17" MIN.3'-0" MIN6" MAX.12" MIN33"-36" -TOP OF BAR17" TO 19"1'-6"19"(15"MIN.)28" MAX.24" MAX.1-1/2"MIN.1-1/2"MIN.40" MAX. BOTTOM EDGEOF REFLECTIVE SURFACE3'-0"4'-0"3'-0"2'-0"5'-0"VARIES3"19"(15"MIN.)4'-0"MAX. TO PAPER4"MAX.RESTROOM FIXTURE & ACCESSORY ELEVATIONSMANEUVERING CLEARANCE AT DOORSMISC. ADA REQUIREMENTSNOTE: Y=54 in. (1370 mm.) If the door has a closer.NOTE: Y=48 in. (1220 mm.) If the door has a closer.NOTE: Y=48 in. (1220 mm) minimum if the door has both a closer and a latch.NOTE: X=12 in.(305 mm.) If the door has both a closer and a latch.LATCH-SIDE APPROACHES SWINGING- DOORSPULL SIDENOTE: X=36 in. (915 mm) If Y=60 in (1525 mm) X=42 in. (1065 mm) if Y=54 in.(1370 mm)HINGE-SIDE APPROACHES - SWINGING DOORSFRONT APPROACHES SWINGING - DOORSPUSH SIDEPULL SIDEPUSH SIDEURINALWATERCLOSETFLUSH CONTROL TOBE LOCATED ON THEWIDE SIDE OFHANDICAP STALLFIXTURETABLE TOPCHANGING TABLETOILET PAPER DISPENSERALL WALL-HUNGLAVS & URINALSSHALL UTILIZEMFR'S WALLCARRIAGES,ANCHORED TOSOLID FRAMING ORBLOCKINGSOLID BLOCKINGAROUND TOWELDISPENSERSOLID BLOCKING(CONCEALLED)INSULATE HOT, COLD AND DRAIN PIPE W/ "TRAPWRAP" KIT18" X 30" MIRRORW/ SAFETY EDGROR CHROMECHANNEL2 X 8 SOLID WOODBLOCKING (TYP AT GRABBARS)1 X 4 WOOD BLOCKING(TYP AROUND T.P. DISP)TOILET PAPERDISPENSERPROVIDECONCEALED SOLIDBLOCKINGBEHIND/AROUND ALLWASHROOMACCESSORIES1-1/2" DIA. GRAB BAROPTIONAL LOCATIONHANDICAP SIGNAGEMOUNTED WITHIN 8" OFJAMB ON STRIKE SIDEGENERAL NOTESSIGNAGE LEGENDRESTROOM SYMBOLSALL PERMANENT ROOM IDENTIFICATION SIGNS SHALL COMPLYWITH THE AMERICANS WITH DISABILITIES ACT.SIGNS SHALL BE ADHERED TO SUPPORTING SURFACE BY ADHESIVE,SELECTED FOR HIGH STRENGTH AND DURABILITY OF BOND BETWEENSIGN BACKING AND SUPPORTING SURFACE MATERIAL.SIGN BACKGROUND SHALL BE MINIMUM 1/8" THICK ACRYLIC PLATE.BACKGROUND COLOR SHALL BE SELECTED BY ARCHITECT FROMMANUFACTURER'S FULL RANGE OF STANDARD AND CUSTOM COLORS,AND SHALL PROVIDE AT LEAST 70% CONTRAST WITH WHITEFOREGROUND LETTERS. BACKGROUND FINISH SHALL BE NON-GLARE.ACRYLIC LETTERING SHALL BE RAISED AT LEAST 1/32", AND MAY BEACHIEVED THROUGH SURFACE APPLICATION, ETCHING OR INJECTIONMOLDING.ALL LETTERS SHALL BE UPPER CASE. LETTER SIZE SHALL BE ASINDICATED, BUT IN NO CASE LESS THAT 5/8" HIGH OR GREATER THAN 2"HIGH. TYPE STYLE SHALL BE HELVETICA MEDUIM, AND COLOR SHALL BENON-GLARE WHITE.WHERE MORE THAN ONE ROW OF LETTERING IS REQUIRED, THE LEADING(BLAND SPACE) BETWEEN ROWS SHALL BE APPROXIMATELY 80% OF THEHEIGHT OF THE LETTERING.GRADE 2 BRAILLE REQUIRED, COLOR TO BE SAME AS SIGN BACKGROUND.INTERNATIONAL PICTOGRAM SYMBOLS, WHERE REQUIRED, SHALL BERAISED AT LEAST 1/32" (SIMILAR TO LETTERS), AND SHALL HAVE AMINIMUM 6" HIGH VERTICAL FIELD. THE EQUIVALENT VERBALDESCRIPTION (TEXT) OF THE PICTOGRAM SHALL BE PLACED DIRECTLYBELOW THE PICTOGRAM, AND SHALL BE ACCOMPANIED BY GRADE 2BRAILLE.PICTOGRAMS SHALL BE REQUIRED FOR THE FOLLOWING ROOM SIGNS:MEN (MALE ACCESSIBLE RESTROOM) WOMEN (FEMALE ACCESSIBLERESTROOM)VARIES1"1"6" MIN. 1"5/8" MIN.1"1/2" RIN ACCORDANCE WITH ADA REQUIREMENTS, ALL PERMANENTROOM IDENTIFICATION SIGNS SHALL BE INSTALLED ON THE WALLADJACENT TO THE LATCH SIDE OF THE DOOR, AND SHALL BEMOUNTED WITH THE CENTERLINE OF THE SIGN AT 5'-0" A.F.F.MOUNTING LOCATION FOR SIGN SHALL BE SUCH THAT A PERSONMAY APPROACH WITHIN 3" OF THE SIGN WITHOUTENCOUNTERING PROTRUDING OBJECTS OR STANDING IN THESWING OF THE DOOR. IF THERE IS INSUFFICIENT WALL SPACEADJACENT TO THE LATCH SIDE OF THE DOOR, THE SIGN SHALL BEMOUNTED ON THE NEAREST ADJACENT WALL. ADA SIGNAGESHALL COMPLY WITH THE DETAILS PROVIDED AT THE RIGHT.DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICESSHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOESNOT REQUIRE TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE.HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTEDAT 36" (in.) ABOVE FINISH FLOOR.DOOR CLOSERS SWEEP PERIOD SHALL BEADJUSTED SO THAT FROM AN OPENPOSITION OF 70°, THE DOOR WILL TAKE ATLEAST 3 SECONDS TO MOVE TO A POINT 3 IN.FROM THE LATCH, MEASURED TO THELEADING EDGE OF THE DOOR. ADJUST FOR5 LB. MAX FORCE.OPTIONAL ADA SIGNLOCATIONTYPICAL ELECTRICALSWITCH,DIMMER, ETC.LEVER HARDWARE (TYP.)THERMOSTATCL.1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THEINTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS -ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE. -ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION. -ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION. -UNISEX TOILET AND BATHING ROOMS. -ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE.2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKEACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS.THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OFACCESSIBILITY. -AT EACH SEPARATE-SEX TOILET INDICATING THE LOCATION OF THENEAREST UNISEX TOILET.3. TACTILE SIGNAGE SHALL BE LOCATED ON THE WALL TO THE DOOR'S LATCHSIDE AT A HEIGHT OF 60" AFF TO THE BASELINE OF THE HIGHEST TACTILECHARACTER. SIGNS MAY BE PLACED ON THE NEAREST ADJACENT WALLWHEN THERE IS NO WALL SPACE ON THE LATCH SIDE.4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIRBACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLAREMATERIALS OR FINISHES.5. ACCESSIBLE SIGNAGE SHALL USE GRADE II BRAILLE AND MUST COMPLYWITH ANSI A117.1 SECTION 703.4.LIQUIDSOAPDISPENSERFIREEXTINGUISHERBRACKETMOUNTEDFIREEXTINGUISHERCABINETSANITARYNAPKINRECEPTACLE(OPT.)TOWELDISPENSER& WASTERECEPTACLE(OPT.)WASTERECEPTACLE(OPT.)TOWELDISPENSER(OPT.)ELECTRICHANDDRYERTOILET ROOM FIXTURES AND ACCESSORIES SHALL BE CERTIFIED BYMANUFACTURER FOR COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT.ALL FIXTURES SHALL BE MOUNTED AT HEIGHTS AND WITH CLEARANCES ASREQUIRED BY ADA, AND AS FOLLOWS:CENTER OF TOILETS SHALL BE MOUNTED EXACTLY 18" FROM SIDE WALL ORPARTITION, AND TOP OF SEAT SHALL BE FROM 17" TO 19" AFF. FLUSHCONTROL SHALL BE LOCATED NOT MORE THAN 28" AFF, AND SHALL BEOPERABLE WITH MAX. 5 LB. FORCE.GRAB BARS SHALL BE PROVIDED AT EACH TOILET, MOUNTED W/ TOP FROM33" TO 36" AFF. MOUNT GRAB BARS INTO CONCEALED, SOLID WOODBLOCKING AS REQUIRED TO RESIST 250 PLF FORCE APPLIED TO GRAB BARAT ANY POINT IN ANY DIRECTION GRAB BARS SHALL BE FROM 1-1/4" TO 1-1/2"IN DIAMETER AND SHALL PROTECT AT LEAST 1-1/2" FROM WALL PROVIDECONCEALED FASTNERS WITH TRIM SCUTCHEON . TOILET PAPER DISPENSERSSHALL BE INSTALLED BELOW GRAB BAR ON SIDE WALL AT LEAST 15" AFF ANDA MAXIMUN OF 36" AWAY FROM REAR WALL. PROVIDE CONCEALLED SOLIDBLOCKING. PAPER TOWEL DISPENSERS SHALL BE MOUNTED ON WALL BESIDEEACH LAV, WITH DISPENSER SLOT NOT MORE THAN 44" AFF. PROVIDE SOLIDWOOD BLOCKING IN WALL AROUND ROUGH OPENING. WALL HUNG LAV SHALLBE MOUNTED WITH FRONT ROOM AT 2'-10" AFF MAX.MIRRORS SHALL HAVE POLISHED SAFETY EDGE OR CHROME CHANNEL EDGE,AND SHALL BE MOUNTED ABOVE EACH LAV. W/BOTTOM AT 40" AFF. MIRRORSSHALL BE MIN. 18" WIDE X 30" HEIGHT.FINISHEDFLOORGENERAL BLOCKING NOTE: ALL CONCEALLEDWALL BLOCKING SHALL BE MIN. 22 GA. GALV.STEEL, OR FIRE RETARDANT TREATED WOOD(EXCEPT THAT STANDARD WOOD MAY BE USEDONLY IN RESTROOMS WITH UNTREATED WOODFRAME WALLS)TPULL SIDEPUSH SIDEALL SIGNAGE IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTORAUTOMATIC OR BLADE STYLE FAUCETTOP OFLAVATORYREFLECTIVEPART OFMIRRORBOTTOMCLEARFLOORSPACE3'-0"9"2'-10"2'-3"3'-4"MAX.MAX.MIN.MIN.MIN.17" TO 25"KNEE/TOE CLEARANCE1'-10"MIN.1'-4"4'-0"MAX.2'-6"MIN.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:12:45 PMG111PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAADA SPECIFICATIONS07-14-2017S12014 1/2" = 1'-0"2HANDICAP CLEARANCESREVISIONS# DATE DESCRIPTION BYCONFORMED SET14
UNKRESTRICTEDAREAKEEPOUT GENERATOR5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
BOS
BOS
BOS
BOS
BOS
BOS
REF.UPUPBUILDING ADDITIONCANOPYCANOPYOPENCANOPYPARKING GARAGEBMALOADING DOCKOPENEXISTING (4) HOUR WALLEXISTING (4) HOUR WALLSKYWAY ABOVESKYWAY ABOVE1ST FLOOR EXISTING = 72,370 S.F.1ST FLOOR EXISTINGINTERNATIONAL BAGGAGE CLAIM / OFFICES = 32,800 S.F.1ST FLOOR EXISTINGDOMESTIC BAGGAGE CLAIM 3 = 13,000 S.F.1ST FLOOR EXISTINGDOMESTIC BAGGAGE CLAIM 1,2, TICKETING AND OFFICES = 88,080 S.F.NEW (4) HOUR WALLMAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (1004.1.2)LEGENDAIRPORT TERMINAL / CONCOURSE 100 GROSSAIRPORT TERMINAL / WAITING AREAS 15 GROSSAIRPORT TERMINAL / MERCANTILE 30 GROSSAIRPORT TERMINAL / BUSINESS 100 GROSSAIRPORT TERMINAL / STANDING 5 GROSSAIRPORT TERMINAL / BAGGAGE CLAIM 20 GROSSINDUSTRIAL / STORAGE - STOCK 300 GROSSUNDER CANOPYTOTAL EXIT WIDTH REQUIRED (1005.1) TOTAL OCCUPANT LOAD x 0.2 INCHES PER PERSON = INCHES REQUIRED9813 PEOPLE x 0.2 INCHES PER PERSON = 1962.6 INCHES REQUIREDEXIT WIDTH PROVIDED18 - 36" EXIT DOORS:648 INCHES CLEAR WIDTH 28 - 72" EXIT DOORS2016 INCHES CLEAR WIDTHTOTAL PROVIDED2664 INCHES CLEAR WIDTH PROVIDED OCCUPANCY CALCULATIONS - 1ST FLOORSPACE / USE OCCUPANCY AREA OCCUPANT PER S.F. OCCUPANT LOAD TICKETING AREASA-319,515 S.F.1/151301CONCOURSEA-36289 S.F.1/10063MERCANTILEM2274 S.F.1/3076ASSEMBLY / STANDINGA-318,489 S.F.1/53698BUSNIESSB68,105 S.F.1/100682BAGGAGE CLAIMA-377,680 S.F1/203884STORAGE / STOCKI32,484 S.F.1/300109 TOTAL 224,836 S.F.TOTAL OCCUPANTS 9813 PEOPLETHIS PROJECT IS A LEVEL 3 ALTERATION AND WILL NOT CHANGE OCCUPANCY (A-3). REFER TO APPROPRIATE SECTIONS OF THE EXISTING BUILDING CODEFIRE PROTECTION SERVICES (FBC 906.3(1)FIRE ALARM SYSTEM AND PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AT A MAXIMUM TRAVEL DISTANCE OF 75'. MAXIMUM FLOOR AREA FOR EACH EXTINGUISHER IS 11,250 sf MEANS OF EGRESS (FBC 1004.1.2)MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTBAGGAGE CLAIM20 SF PER OCCUPANTBAGGAGE HANDLING300 SF GROSS PER OCCUPANTCONCOURSE100 SF GROSS PER OCCUPANTWAITING AREAS 15 SF GROSS PER OCCUPANTMERCANTILE30 SF GROSS PER OCCUPANTBUSINESS100 SF GROSS PER OCCUPANTSTORAGE / STOCK300 SF GROSS PER OCCUPANTMAXIMUM EXIT ACCESS TRAVEL DISTANCE (1016.2)A-OCCUPANCY (SPRINKLED)250 FEETRE: SHEET GS101 FOR ADDITIONAL INFORMATIONCODE INFORMATION - 1ST FLOOR500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:14:01 PMG112PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE PLAN - LIFE SAFETY - FIRST FLOOR07-14-2017S12014 1/64" = 1'-0"1LIFE SAFETY PLAN - FIRST FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET15
Table
Table
Table
Table
Table
Table
Table 29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8"8'-1"7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTY
BINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTY
BINSEMPTYAT26040 aTiX60" DIVES T TA BLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVES T TA BLE60" DIVEST TABLERoof
Minimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONT
L3
ENT
ER
EXIT
BINSEMPTY
BINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTY
BINSEMPTYAT26040 aTiX60" DIVES T TA BLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVES T TA BLE60" DIVEST TABLERoof
Minimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONT
L3
ENT
E
R
EXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVES T TA BLE 60" DIVEST TABLE
BINSEMPTY
BINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX 60" DIVES T TA BLE 60" DIVEST TABLE
Roof
Minimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or aboveFRONT
L3ENT
E
REXIT
BINSEMPTY
BINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTY
BINSEMPTYAT26040 aTiX60" DIVES T TA BLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVES T TA BLE60" DIVEST TABLERoof
Minimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONT
L3
ENT
ER
EXIT
TDC/CAT
TDC/CAT
TDC/CAT
TDC/CAT
TDC/CAT
TDC/CAT
TDC/CAT
TDC/CA
TAVSAVS
FR
O
N
T
ETDBLS
AVSAVS
FR
O
N
TETDBLS
FR
O
N
TETDBLSAVS
FR
O
N
TETDBLS
AVS
AVSAVS
FR
O
N
T
ETDBLS
23'-9"3'LADA GA TE WTMD
CEIA
12ETDETDETDETD
LL
4
3
L4
3
L
3
L
3
2
3'-9"3'LADA GA TE WTMD
CEIA
1
23'-9"3'LADA GA TE WTMD
CEIA
1
23'-9"3'LADA GA TE WTMD
CEIA
1 UPUPSKYWAY ADDITIONNEW CANOPYNEW STAIR #1NEW STAIR #2EXISTING ROOFEXISTING ROOFEXISTING ROOFEXISTING ROOFRELOCATED STAIR #1EXISTING STAIREXISTING STAIREXISTING STAIREXISTING STAIRCANOPYCANOPYTERMINAL B EXPANSIONLOADING DOCKEXISTING STAIRNEW STAIRNEW ROOFEXISTING STAIR (2) 4'-0" DOORS 480 PEOPLEEXISTING (4) HOUR WALLEXISTING (4) HOUR WALLEXISTING STAIRSKYWAY ADDITION = 18,200 S.F.EXISTING 2ND FLOOR = 98,300 S.F.EXISTING 2ND FLOOR OFFICE = 9,100 S.F.EXISTING 2ND FLOOR TERMINAL B AND SCREENING AREAS = 103,640 S.F.CANOPYEXISTING STAIR (2) 4'-0" DOORS 480 PEOPLEEXISTING STAIR (2) 4'-0" DOORS 480 PEOPLEEXISTING STAIR (2) 4'-0" DOORS 480 PEOPLEEXISTING STAIR (2) 4'-0" DOORS 480 PEOPLE(2) 3'-0" DOORS360 PEOPLE(2) 3'-0" DOORS360 PEOPLE(4) 3'-0" DOORS720 PEOPLE(2) 4'-0" DOORS480 PEOPLE(2) 4'-0" DOORS480 PEOPLE(2) 3'-0" DOORS360 PEOPLE(2) 3'-0" DOORS360 PEOPLE4'-0" DOOR240 PEOPLE(2) 4'-0" DOORS480 PEOPLEEXISTING PARKING GARAGEEXISTING WELCOME CENTERNEW (4) HOUR WALL UL U907EXISTING (2) HOUR WALLMAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (1004.1.2)LEGENDAIRPORT TERMINAL / CONCOURSE 100 GROSSAIRPORT TERMINAL / WAITING AREAS 15 GROSSAIRPORT TERMINAL / MERCANTILE 30 GROSSAIRPORT TERMINAL / BUSINESS 100 GROSSAIRPORT TERMINAL / STANDING 5 GROSSLIFE SAFETY LEGENDFEWALL MOUNTED FIRE EXTINGUISHER / 10LB TYPE ABCEMERGENCY LIGHT (EM)EXIT SIGNSTOTAL EXIT WIDTH REQUIRED (1005.1) TOTAL OCCUPANT LOAD x 0.2 INCHES PER PERSON = INCHES REQUIRED7584 PEOPLE x 0.2 INCHES PER PERSON = 1516.8 INCHES REQUIREDEXIT WIDTH PROVIDED4 - 36" EXIT DOORS:144 INCHES CLEAR WIDTH20 - 72" EXIT DOORS:1440 INCHES CLEAR WIDTH TOTAL PROVIDED1584 INCHES CLEAR WIDTH PROVIDED OCCUPANCY CALCULATIONS - 2ND FLOORSPACE / USE OCCUPANCY AREA OCCUPANT PER S.F. OCCUPANT LOAD WAITING AREASA-339,500 S.F.1/152634CONCOURSEA-3114,895 S.F.1/1001149MERCANTILEA-315,300 S.F.1/30511ASSEMBLY / STANDINGA-316,000 S.F.1/53200BUSNIESSA-38,950 S.F.1/10090 TOTAL 194,645 S.F.TOTAL OCCUPANTS 7584 PEOPLETHIS PROJECT IS A LEVEL 3 ALTERATION AND WILL NOT CHANGE OCCUPANCY (A-3). REFER TO APPROPRIATE SECTIONS OF THE EXISTING BUILDING CODEFIRE PROTECTION SERVICES (FBC 906.3(1)FIRE ALARM SYSTEM AND PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AT A MAXIMUM TRAVEL DISTANCE OF 75'. MAXIMUM FLOOR AREA FOR EACH EXTINGUISHER IS 11,250 sf MEANS OF EGRESS (FBC 1004.1.2)MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTBAGGAGE CLAIM20 SF PER OCCUPANTBAGGAGE HANDLING300 SF GROSS PER OCCUPANTCONCOURSE100 SF GROSS PER OCCUPANTWAITING AREAS 15 SF GROSS PER OCCUPANTMERCANTILE30 SF GROSS PER OCCUPANTMAXIMUM EXIT ACCESS TRAVEL DISTANCE (1016.2)A-OCCUPANCY (SPRINKLED)250 FEETRE: SHEET GS101 SHEET FOR ADDITIONAL INFORMATIONCODE INFORMATION - 2ND FLOOR500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:14:35 PMG113PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE PLAN - LIFE SAFETY - SECOND FLOOR07-14-2017S12014 1/64" = 1'-0"1LIFE SAFETY PLAN - SECOND FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET16
1CORE - 8" CMU VERTICALLY REINFORCED -CELLS FILLED WITH FOAM INSULATIONEXTERIORINTERIOR5/8" (3) COAT SMOOTH FINISH STUCCO -PAINTED4"CONTINUOUS SCREED GUARD1 1/2" METAL FURRING STRIPS AT 24" O.C.5/8" GWB - PAINTED1 1/2" RIGID INSULATION1A UL 914CORE - 8" CMU VERTICALLY REINFORCEDINTERIOR FINISH - 5/8" GWB OVER 1 /2" FURRING CHANNELS - PAINTEDFIRE RATING - 2 HR UL 914INTERIORINTERIOR1 1/2" METAL FURRING STRIPS AT 24" O.C.5/8" GWB -PAINTED1 /2" RIGID INSULATIONINTERIOR FINISH - 5/8" GWB OVER 1 /2" FURRING CHANNELS WITH RIGID INSULATION - PAINTED1 1/2" METAL FURRING STRIPS AT 24" O.C.5/8" GWB -PAINTEDNOTE" IN LOADING DOCK AREA ONLY - USE FIRE TREATED PLYWOOD IN LIEU ON GWB UP TO 48" A.F.F.1BCORE - 12" CMU VERTICALLY REINFORCED - CELLS FILLED WITH FOAM INSULATIONEXTERIOR FINISH - 5/8" (3) COAT SMOOTH FINISH STUCCO - PAINTEDFIRE RATING - O HREXTERIOR5/8" (3) COAT SMOOTH FINISH STUCCO -PAINTED4"CONTINUOUS SCREED GUARD2CORE - 6" METAL STUDINTERIOR FINISH - 5/8" GWB - PAINTEDFIRE RATING - O HR3 1/2" FIBERGLASS INSULATIONINTERIOR FINISH - 5/8" GWB - PAINTED3 1/2" FIBERGLASS INSULATIONNOTE" IN WET AREAS AND UNDER TILE CLADDING USE MOISTURE RESISTANT GWB5/8" GWB - PAINTED5/8" GWB -PAINTEDREFER TO FINISH SCHEDULE FOR BASE6"METAL STUDS @ 24" O.C.CONTINUOUS METAL TRACKPROVIDE BLOCKING FOR WALL MOUNTED ITEMS AS NECESSARY2ACORE - 6" METAL STUDINTERIOR FINISH - 5/8" GWB - PAINTEDFIRE RATING - O HRINTERIOR FINISH - 5/8" GWB - PAINTEDNOTE" IN WET AREAS AND UNDER TILE CLADDING USE MOISTURE RESISTANT GWB5/8" GWB - PAINTED5/8" GWB - PAINTEDREFER TO FINISH SCHEDULE FOR BASE6"METAL STUDSCONTINUOUS METAL TRACKPROVIDE BLOCKING FOR WALL MOUNTED ITEMS AS NECESSARY2BCORE - 6" METAL STUD EXTERIOR FINISH - METAL PANEL SYSTEM OVER 7/8" METAL HAT CHANNEL, OVER TYVEK MOISTURE BARRIER AND 5/8" DENS-GLASS GOLD SHEATHING -METAL SIDING TO MATCH ADJACENT COLOR AND FINISHFIRE RATING - O HR3" FIBERGLASS BATT INSULATION INTERIOR FINISH - 5/8" GWB - PAINTED3 1/2" FIBERGLASS INSULATION5/8" GWB - PAINTED5/8" DENSGLASS GOLD SHEATHINGPREFINISHED METAL SILL TRIM6" METAL STUDSCONTINUOUS METAL TRACKPROVIDE BLOCKING FOR WALL MOUNTED ITEMS AS NECESSARYEXTERIORINTERIOR1CCORE - 8" CMU VERTICALLY REINFORCED - CELLS FILLED WITH FOAM INSULATIONEXTERIOR FINISH - 5/8" (3) COAT SMOOTH FINISH STUCCO - PAINTEDFIRE RATING - O HREXTERIOR4"CONTINUOUS SCREED GUARD2CCORE - 6" METAL STUDFIRE RATING - O HR3 1/2" FIBERGLASS BATT INSULATIONINTERIOR FINISH - 5/8" GWB - PAINTED3 1/2" FIBERGLASS INSULATION5/8" GWB - PAINTED7/8" (3) COAT SMOOTH FINISH STUCCO -PAINTEDREFER TO FINISH SCHEDULE FOR BASE6"METAL STUDSCONTINUOUS METAL TRACKPROVIDE BLOCKING FOR WALL MOUNTED ITEMS AS NECESSARYEXTERIORINTERIOREXTERIOR FINISH - 7/8" (3) COAT SMOOTH FINISH STUCCO - PAINTEDEXTERIOR FINISH - 5/8" (3) COAT SMOOTH FINISH STUCCO - PAINTEDINTERIOR FINISH - 5/8" GWB OVER 1 /2" FURRING CHANNELS WITH RIGID INSULATION -PAINTEDFIRE RATING - O HRINSULATION VALUE R-18NOTE" IN LOADING DOCK AREA ONLY - USE PLYWOOD IN LIEU ON GWB UP TO 48" A.F.F.CORE-FILL 500 FOAM INSULATIONMETAL PANEL SIDING ATTACHED TO HORIZONTAL METAL HAT-CHANNEL @ 24" O.C. 5/8" DENSGLASS GOLD SHEATHING3CORE - 3 5/8" METAL STUDINTERIOR FINISH - 5/8" GWB - PAINTEDFIRE RATING - O HRINTERIOR FINISH - 5/8" GWB - PAINTED3 1/2" FIBERGLASS INSULATIONNOTE" IN WET AREAS AND UNDER TILE CLADDING USE MOISTURE RESISTANT GWB5/8" GWB - PAINTED5/8" GWB - PAINTEDREFER TO FINISH SCHEDULE FOR BASE3 5/8"METAL STUDS @ 24" O.C.CONTINUOUS METAL TRACKPROVIDE BLOCKING FOR WALL MOUNTED ITEMS AS NECESSARY3 1/2" FIBERGLASS BATT INSULATION2DCORE - 8" METAL STUDFIRE RATING - O HR3 1/2" FIBERGLASS BATT INSULATIONINTERIOR FINISH - 5/8" GWB - PAINTED3 1/2" FIBERGLASS INSULATION5/8" GWB - PAINTEDREFER TO FINISH SCHEDULE FOR BASE8" METAL STUDSCONTINUOUS METAL TRACKPROVIDE BLOCKING FOR WALL MOUNTED ITEMS AS NECESSARYEXTERIORINTERIOREXTERIOR FINISH - 7/8" (3) COAT SMOOTH FINISH STUCCO - PAINTED1EUL U906CORE - 8" CMU VERTICALLY REINFORCEDFIRE RATING - 2 HR UL U9065/8" (3) COAT SMOOTH FINISH STUCCO -PAINTEDINTERIORCORE-FILL 500 FOAM INSULATIONCORE-FILL 500 FOAM INSULATIONINTERIORCONTINUOUS MEMBRANE LAYERFELT BACKED SELF FURRING METAL LATHCONTINUOUS MEMBRANE LAYER7/8" (3) COAT SMOOTH FINISH STUCCO -PAINTED5/8" DENSGLASS GOLD SHEATHINGFELT BACKED SELF FURRING METAL LATHCONTINUOUS MEMBRANE LAYERNOTE: SEAL ALL PENETRATIONS IN WALL WITH APPROVED UL DETAILNOTE: SEAL ALL PENETRATIONS IN WALL WITH APPROVED UL DETAILGAUGE - 20 / NON LOAD BEARINGGAUGE - 18 / NON LOAD BEARINGGAUGE - 18 / NON LOAD BEARINGGAUGE - 18 / NON LOAD BEARINGGAUGE - 20 / NON LOAD BEARINGGAUGE - 20 / NON LOAD BEARINGNOTE: FOR ALL METAL STUD WALLS REFER TO MANUFACTURES LIMITING HEIGHT CHARTS AND CALCULATIONS BEFORE SELECTING GAUGE AND SPACING1DCORE - 8" CMU VERTICALLY REINFORCEDINTERIOR FINISH - 1 1/2" FURRING STRIPSINTERIOR FINISH - PAINTPAINT1 1/2" FURRING STRIPS @ 24" O.C.5/8" GYPSUM WALL BOARD - PAINTED500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1 1/2" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/26/2017 3:46:35 PMG114PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL TYPES07-14-2017S12014NOTE: REFER TO REFLECTED CEILING PLANS FOR WALLS THAT NEED TO EXTEND TO DECK / ROOFREVISIONS# DATEDESCRIPTIONBY5 09-22-2017 ADDENDUM 55CONFORMED SET17
6CORE - PREMANUFACTURED COOLER WALL PANEL4" COOLER WALL PANEL - EMBOSSED ALUMINUM FINISH (BOTH SIDES)7CORE - 3 5/8" METAL STUDEXTERIOR FINISH - 7/8" THICK (3) COAT SMOOTH FINISH STUCCO - PAINTED OVER METAL LATH WITH FELT BACK PAPER OVER TYVEK MEMBRANE OVER 5/8" EXTERIOR GRADE SHEATHING - BOTH SIDESFIRE RATING - O HR5/8" EXTERIOR GRADE SHEATHING3 5/8"METAL STUDS @ 24" O.C.CONTINUOUS METAL TRACK7/8" (3) COAT SMOOTH FINISH THICK STUCCO -PAINTED3BCORE - 3 5/8" METAL STUDFIRE RATING - O HRINTERIOR FINISH - 5/8" GWB - PAINTED5/8" GWB - PAINTEDCHASE OR PLENUM SIDEREFER TO FINISH SCHEDULE FOR BASE3 5/8"METAL STUDS @ 24" O.C.CONTINUOUS METAL TRACKPROVIDE BLOCKING FOR WALL MOUNTED ITEMS AS NECESSARY3C UL 415CORE - 4" C-H METAL STUDINTERIOR FINISH - (2) LAYERS 5/8" GWB TYPE "X"-PAINTEDFIRE RATING - 2 HR UL 415NOTE: SEAL ALL PENETRATIONS IN WALL WITH APPROVED UL DETAIL(2) LAYERS 5/8" GWB -PAINTEDREFER TO FINISH SCHEDULE FOR BASE4" C-H METAL STUDS @ 24" O.C. VERTICALCONTINUOUS METAL TRACKINTERIOR FINISH - (1) LAYER OF 1" GWB TYPE "X"(1) LAYER OF 1" GWB LINER SHAFT WALL PANELS - 24" WIDE (2) LAYERS 5/8" GWB -PAINTEDPLAN VIEW3ACORE - 3 5/8" METAL STUDINTERIOR FINISH - 5/8" GWB - PAINTEDFIRE RATING - O HRINTERIOR FINISH - 5/8" GWB - PAINTEDNOTE - IN WET AREAS AND UNDER TILE CLADDING USE MOISTURE RESISTANT GWB TO CEILING . IN ELECTRICAL ROOMS USE 5/8" PLYWOOD IN LIEU OF GWB TO FLOOR CEILING -PAINTED5/8" GWB - PAINTED5/8" GWB - PAINTEDREFER TO FINISH SCHEDULE FOR BASE3 5/8"METAL STUDS @ 24" O.C.CONTINUOUS METAL TRACKPROVIDE BLOCKING FOR WALL MOUNTED ITEMS AS NECESSARY4CORE - PREMANUFACTURED METAL BUILDINGALUMINUM METAL PANELSEXTERIOR FINISH - METAL PANELS - MATCH ADJACENT EXISTING PANELSINTERIOR FINISH - 5/8" GWB OVER PURLINS3" FACED BATT INSULATION R-20METAL GIRTS BETWEEN STEEL COLUMNS5/8" GWB ATTACHED TO PURLINS -PAINTED3DCORE - 3 5/8" METAL STUDINTERIOR FINISH - 5/8" GWB - PAINTEDFIRE RATING - O HRINTERIOR FINISH - 5/8" GWB - PAINTED3 1/2" BATT INSULATIONNOTE" IN WET AREAS AND UNDER TILE CLADDING USE MOISTURE RESISTANT GWB5/8" GWB - PAINTED5/8" GWB - PAINTEDREFER TO FINISH SCHEDULE FOR BASE3 5/8"METAL STUDS @ 24" O.C.CONTINUOUS METAL TRACKPROVIDE BLOCKING FOR WALL MOUNTED ITEMS AS NECESSARY3 1/2" FIBERGLASS BATT INSULATION7/8" HAT CHANNEL ATTACHED TO "QUIET CLIP" . ATTACH CLIP TO STUD @ 48" O.C. VERTICAL4" TO 6"2' - 0"QUIET CLIP7/8" HAT CHANNEL8CORE - 3 5/8" 18 GAUGE METAL STUD @ 16" O.C.INTERIOR FINISH - 5/8" GWB - PAINTEDINTERIOR FINISH - 3/4" PLYWOOD - UNFINISHED -FULL HEIGHTFIRE RATING - O HR3 5/8"METAL STUDS @ 24" O.C.BONDED WAREHOUSE SIDE3/4" PLYWOOD - FULL HEIGHT(1) LAYER 5/8" GWB -PAINTEDREFER TO FINISH SCHEDULE FOR BASE10 UL 907CORE - 12" CMU REINFORCED - REFER TO STRUCTURALFIRE RATING - 4 HR UL 907INTERIOR FINISH - 5/8" GWB OVER 1 /2" FURRING CHANNELS WITH RIGID INSULATION - PAINTEDEXTERIOR FINISH - 5/8" (3) COAT SMOOTH FINISH STUCCO - PAINTED EXTERIOR5 /8" THICK (3) COAT SMOOTH FINISH STUCCO - PAINTEDINTERIOR1 1/2" METAL FURRING STRIPS AT 24" O.C.5/8" GWB - PAINTED1 1 /2" RIGID INSULATION12" REINFORCED CMU5CORE - INTERIOR STOREFRONT SYSTEM -CENTER MOUNTED TEMPERED GLAZING - KAWNEER TRI FAB 451 OR ARCHITECT APPROVED EQUAL1/4" TEMPERED GLAZINGHORIZONTAL MULLION - REFER TO ELEVATION FOR SPACING5A1/4" GLAZING 1/2" AIRSPACE9/16" GLAZINGHORIZONTAL MULLION - REFER TO ELEVATION FOR SPACINGCORE - EXTERIOR STOREFRONT SYSTEM -THERMAL GLAZING -KAWNEER IR501T OR ARCHITECT APPROVED EQUAL5B1/4" GLAZING 1/2" AIRSPACE9/16" GLAZINGHORIZONTAL MULLION - REFER TO ELEVATION FOR SPACINGCORE - EXTERIOR CURTAIN WALL SYSTEM - THERMAL GLAZING - KAWNEER 1600- 1 OR ARCHITECT APPROVED EQUALNOTE - IN WET AREAS AND UNDER TILE CLADDING USE MOISTURE RESISTANT GWB TO CEILING . IN ELECTRICAL ROOMS USE 5/8" PLYWOOD IN LIEU OF GWB TO FLOOR CEILING -PAINTEDFELT BACKED SELF FURRING METAL LATHCONTINUOUS MEMBRANE LAYERCONTINUOUS SCREEDNOTE: SEAL ALL PENETRATIONS IN WALL WITH APPROVED UL DETAILNOTE: FOR ALL METAL STUD WALLS REFER TO MANUFACTURES LIMITING HEIGHT CHARTS AND CALCULATIONS BEFORE SELECTING GAUGE AND SPACING4 1/2"5"2 1/2"2 1/2"7 1/2"2 1/2"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1 1/2" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/26/2017 3:46:03 PMG115PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL TYPES07-14-2017S12014NOTE: REFER TO REFLECTED CEILING PLANS FOR WALLS THAT NEED TO EXTEND TO DECK / ROOFREVISIONS# DATEDESCRIPTIONBY5 09-22-2017 ADDENDUM 555CONFORMED SET18
TILETILE BASE TO BE COVEDFACE OF WALLCONCRETE FLOORTILETRANSITION STRIPTILECARPETTRANSITION STRIPMASTIC ADHESIVESUBFLOOR FILLER TO MEET TRANSITIONTILE AS SCHEDULEDCARPET AS SCHEDULEDCL DOORSOLID SURFACETHRESHOLDMASTIC ADHESIVEVCT/VINYL OR POURED FLOORINGTILETRANSITION STRIPVARIESVARIES2-OB-A7123G1167G11672-OB-A7123TYP.TYP.AT TICKETING LOBBY ONLYAT TICKETING LOBBY ONLY1' - 0"2' - 6"1' - 2"4' - 8"EXISTING COLUMN, PAINTPROVIDE HARDWOOD CAP STAIN TO MATCH MARLITE PANELPLASTIC LAMINATE MARLITE PANEL ON SUBSTRATE DIRECT APPLIED TO EXISTING COLUMNMARLITE 1/4" NARROW SQUARE REVEALBRUSHED STAINLESS STEEL BASE8G116SATIN ANODIZED ALUMINUM TOP EDGEEXISTING COLUMNPLASTIC LAMINATE ON 3/4" SUBSTRATEPANEL CLIPHARDWOOD QUARTER ROUND TOP EDGE, COORDINATE SIZE WITH FINISHED MARLITE PANELING SYSTEM. DIRECT GLUE TO CLEAN SUBSTRATE. STAIN TO MATCH PANEL SYSTEM LAMINATE.1 1/2"1/4"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/26/2017 3:49:45 PMG116PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH DETAILS07-14-2017S12014 3" = 1'-0"1COVE TILE BASE 3" = 1'-0"2TILE TO CONCRETE TRANSITION 3" = 1'-0"3TILE TO CARPET TRANSITION 3" = 1'-0"4TILE TO CARPET TRANSITION @ DOOR 3" = 1'-0"5TILE TO VCT/POURED FLOORTRANSITION 1 1/2" = 1'-0"6COLUMN FINISH DETAIL 1" = 1'-0"7TYPICAL COLUMN ELEVATIONREVISIONS# DATEDESCRIPTIONBY5 09-22-2017 ADDENDUM 5 12" = 1'-0"8COLUMN EDGE TRIM5CONFORMED SET19
GENERAL PROVISIONS1. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF THE ST.JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT. ALL OTHER PERMITSARE THE RESPONSIBILITY OF THE CONTRACTOR.2. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGETO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE REQUIREMENTSOF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGECONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS,THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATERPOLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING,MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP,COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) ANDNOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALLASSOCIATED FEES. FOR PROJECTS LESS THAN 1 ACRE IN SIZE THAT ARENOT REQUIRED TO COMPLY WITH THE NPDES GENERAL PERMIT, THECONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAININGEROSION AND SEDIMENT CONTROL MEASURES PRIOR TO AND DURINGCONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS ANDSPECIFICATIONS.3. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USETHE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARKINFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNEROR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELDMEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.4. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS TO THEENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIREDFOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALLTHOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLESFOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTIONPLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS ANDSHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOROTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FORERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THEENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS INSUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.5. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEYMONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BEREMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR ANDREPLACED, AS NECESSARY, BY SAME.6. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING.AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING AND STRUCTURALEXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; B)DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITHTHE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE ANDASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIXREVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LABCURED STRENGTH SAMPLES AND TESTING.7. IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BERESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (ORANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODYHAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS ORAPPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTIONTHEREWITH AND SHALL FURNISH THE OWNER AND ENGINEER THEREQUIRED CERTIFICATES OF INSPECTION, TESTING OR APPROVAL.8. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTORSHALL BE AN INDEPENDENT LABORATORY ACCEPTABLE TO THE OWNERAND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITH THELATEST EDITION OF THE "RECOMMENDED REQUIREMENTS FORINDEPENDENT LABORATORY QUALIFICATION", PUBLISHED BY THEAMERICAN COUNCIL OF INDEPENDENT LABORATORIES.9. TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR ANDTHE ENGINEER. ALL TEST RESULTS SHALL BE PROVIDED (PASSING ANDFAILING) ON A REGULAR AND IMMEDIATE BASIS.10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE APRE-CONSTRUCTION VIDEO (DVD FORMAT) ALONG THE PROPOSED ROUTEIN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEOSHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS,STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING ALONGPROPOSED CONSTRUCTION AREAS.11. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THECOMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES,STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS,PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTEDBY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESESURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER.AS-BUILT DRAWING REQUIREMENTS1. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THEENGINEER THREE WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATASHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALEDAND DATED BY THE RESPONSIBLE PARTY.2. AT THE COMPLETION OF THE WORK, DELIVER THE DRAWINGSDOCUMENTING AS-BUILT INFORMATION, MEASURED BY A LICENSEDSURVEYOR, TO THE ENGINEER, IN GOOD CONDITION AND FREE FROM ANYEXTRANEOUS NOTATION. THE AS-BUILT INFORMATION IS TO INCLUDE, BUTNOT BE LIMITED TO, THE FOLLOWING:A. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL UTILITYAND STORM STRUCTURES INCLUDING BUT NOT LIMITED TO MANHOLES,INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERTELEVATIONS.B. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES.C. STORMWATER POND TOP OF BERM AND POND BOTTOM ELEVATIONSAND HORIZONTAL DIMENSIONS MEASURED AT A MINIMUM OF TENLOCATIONS PER POND, AT LOCATIONS DESIGNATED BY THE ENGINEER.TOP OF POND HORIZONTAL DIMENSIONS ARE ALSO TO BE TIED TOPROPERTY CORNERS, EASEMENTS, AND RIGHTS-OF-WAY.D. STORMWATER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS,INCLUDING ALL WEIRS, SLOTS, ORIFICES, GRATES, AND SKIMMERS.E. STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS,ELEVATIONS, CONTOURS, AND CROSS SECTIONS.F. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITYVALVES, FITTINGS, CONNECTION POINTS, ETC.G. VERTICAL ELEVATIONS OF ALL PIPELINES AT CROSSINGS OF POTABLEWATER MAINS (WHETHER THE WATER MAIN IS EXISTING OR NEW) INORDER TO DOCUMENT THAT THE MINIMUM REQUIRED VERTICALSEPARATION HAS BEEN MET.H. UTILITY PIPELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT ANDRIGHT-OF-WAY LINES, LOCATED EVERY 200-FT PLUS ALL CHANGES INHORIZONTAL OFFSET.I. PAVEMENT WIDTH AND ELEVATIONS AT THE CENTERLINE AND EDGE OFPAVEMENT EVERY 300 FEET PLUS AT ALL CHANGES IN LONGITUDINALSLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY ANDSTREET INTERSECTIONS. FOR PARKING LOTS, RECORD CENTERLINEAND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE AISLES ANDISLANDS.STORMWATER POLLUTION PREVENTION REQUIREMENTS1. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACEAND/OR GROUNDWATER MUST BE CONTROLLED BY WHATEVER MEANSNECESSARY IN ORDER TO ENSURE THAT THEY DO NOT DISCHARGE FROMTHE SITE. AS AN EXAMPLE, SPECIAL CARE MUST BE EXERCISED DURINGEQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, ITMUST BE CONTAINED AND DISPOSED SO THAT IT WILL NOT FLOW FROM THESITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL,TREATMENT, AND DISPOSAL OF SOIL IN ACCORDANCE WITH LOCAL ANDSTATE REGULATIONS.2. ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLYWITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS.TEMPORARY SANITARY FACILITIES SHALL BE PROVIDED AT THE SITETHROUGHOUT THE CONSTRUCTION PHASE FOR USE BY ALL CONSTRUCTIONPERSONNEL AND SHALL BE SERVICED BY A COMMERCIAL OPERATOR ATLEAST ONCE A WEEK.3. DISCHARGES RESULTING FROM GROUNDWATER DEWATERING ACTIVITIESAT CONSTRUCTION SITES ARE PERMITTED PROVIDED THE GROUNDWATERIS FREE OF SEDIMENTS, IS NOT CONTAMINATED, AND DEWATERING OCCURSIN ACCORDANCE WITH STATE AND LOCAL GOVERNING AGENCYREGULATIONS. CONTRACTOR IS RESPONSIBLE FOR FDEP DEWATERINGPERMIT FOR ANY WATER DISCHARGES.4. CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALMUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURINGAPPLICATION, THE CONTENTS MUST BE KEPT IN TRUCKS OR WITHINSTORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BECOLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED AT ANAPPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY.5. THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL IN THESTORMWATER DISCHARGE(S) FROM A FACILITY OR ACTIVITY SHALL BEPREVENTED. THIS DOES NOT RELIEVE THE OPERATOR OF THE REPORTINGREQUIREMENTS OF 40 CFR PART 117 AND 40 CFR PART 302. THE OPERATORSHALL SUBMIT WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THERELEASE A WRITTEN DESCRIPTION OF: THE RELEASE (INCLUDING THE TYPEAND ESTIMATE OF THE AMOUNT OF MATERIAL RELEASED), THE DATE THATSUCH RELEASE OCCURRED, THE CIRCUMSTANCES LEADING TO THERELEASE, AND REMEDIAL STEPS TO BE TAKEN. THE SWPPP MUST BEMODIFIED WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THE RELEASE TO:PROVIDE A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES LEADINGTO THE RELEASE, AND THE DATE OF THE RELEASE. IN ADDITION, THE PLANMUST BE REVIEWED TO IDENTIFY MEASURES TO PREVENT THEREOCCURRENCE OF SUCH RELEASES AND TO RESPOND TO SUCHRELEASES, AND THE PLAN MUST BE MODIFIED WHERE APPROPRIATE.SITE PREPARATION1. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBINGOPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES ORUTILITIES.2. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS,ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO ADEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OFTHE GROUND.3. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATIONOPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREAS.UTILITY GENERAL NOTES1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THERESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELDRECONNAISSANCE.2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVEBEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND AREGIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEERASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THESTART OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THENECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIESWITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISECAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWNON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES,WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THEPROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THEENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION ORPROPER INSTRUCTION.3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOREXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINESTATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO (2) AND NO MORETHAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTIONACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATEIN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALLNON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIRFACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.PER FLORIDA STATUTE 553.851, THE CONTRACTOR OR EXCAVATOR ISREQUIRED TO NOTIFY THE GAS COMPANY TWO (2) WORKING DAYS PRIORTO STARTING EXCAVATION.4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAYHAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA:AT&TATTN: SCOTT LORENZ132 COMMERCE WAYSANFORD, FL 32771407-302-7611BRIGHT HOUSE NETWORKSATTN: MARVIN USRY3767 ALL AMERICAN BLVD.ORLANDO, FL 32810407-532-8509 FAA TECH OPS ATTN: JACK WIGGINS 1580 AVIATION CENTRAL PKWY DAYTON BEACH, FL 32114 386-226-3955FLORIDA POWER & LIGHTATTN: MARIANNE DILLARD2626 WEST STATE RD 46SANFORD, FL 32771407-328-1922 FLORIDA PUBLIC UTILITIES ATTN: DAN SCRIBBEN 450 S. CHARLES RICHARD BEALL BLVD. DEBARY, FL 32713386-668-26005. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.6. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITYAND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIESDURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATENECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITHEACH UTILITY.7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALLEXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISEINDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURINGCONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVEDAND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER ANDTHE ENGINEER.8. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES ANDLATERALS WITHIN THE PROPOSED CONSTRUCTION AREA PRIOR TOCONSTRUCTION AND ADJUST THE PROPOSED CONSTRUCTION AS NEEDED TOACCOMMODATE THESE EXISTING LINES.9. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THEENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALLCONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAYALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED ITCOMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS RECEIVED FROMTHE ENGINEER OR THE AIRPORT. WHERE SUCH PROPOSED REVISIONS DEVIATEFROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH REVISIONS WILL ALSOREQUIRE APPROVAL FROM FDEP.10. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTORSHALL FIELD VERIFY THE LOCATION, DEPTH, AND ALIGNMENT OF ALL EXISTINGPIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTORDEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FORADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTUREFROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTINGUTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONALFITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THEREASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVEDDEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NOADDITIONAL COST TO THE OWNER.11. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TESTPUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHEREQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC,LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THEENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS INADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORMSATISFACTORY PRETESTING PRIOR TO NOTIFICATION. SAA ITATTN: JERRY COCKER 1200 RED CLEVELAND BLVD. SANFORD, FL 32773 407- 585-4005SAA CONTROLATTN: TIFFANY VINCENT 1200 RED CLEVELAND BLVD. SANFORD, FL 32773 407-585-4101 SEMINOLE COUNTY FIBERATTN: JIM PORTER1101 EAST 1st STREETSANDFORD, FL 32771407-665-7444CITY OF SANFORDATTN: PAUL MOORE, UTILITY DIRECTOR300 N. PARK AVENUESANFORD, FL 32771407-688-5106J. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THATDEVIATES FROM THE APPROVED ENGINEERING DRAWINGS.K. WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA,SUCH AS STATION AND OFFSET, THE AS-BUILT DRAWINGS ARE TOREFLECT THE ACTUAL HORIZONTAL LOCATION.L. WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA, THEAS-BUILT DRAWINGS ARE TO REFLECT THE ACTUAL MEASUREDVERTICAL ELEVATION.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014GENERAL NOTESIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037CONFORMED SET20
GENERAL NOTES1. ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATEDSTAGING AREA, CONSTRUCTION LIMITS OR HAUL ROUTES.2. ALL DRAINAGE STRUCTURES AND PIPES WITHIN THE CONSTRUCTION LIMITS ARE TOREMAIN UNLESS OTHERWISE NOTED.3. THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WORKING INSIDE THE SECUREFENCE MUST CONFORM WITH ALL AIRPORT SECURITY REQUIREMENTS AS OUTLINEDIN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OF THE SPECIAL PROVISIONS.4. AIRPORT OPERATIONS STAFF SHALL HAVE THE AUTHORITY TO SUSPENDCONSTRUCTION OPERATIONS AT ANY TIME; DUE TO WEATHER, UNSAFE WORKINGCONDITIONS OR WHEN DEEMED TO BE IN THE BEST INTEREST OF THE AIRPORT.5. THE AIRPORT WILL BE IN OPERATION DURING THE CONSTRUCTION OF THIS PROJECT.COORDINATION OF WORK WITH AIRPORT MANAGEMENT IS MANDATORY SO AS TOMINIMIZE IMPACTS ON AIRPORT OPERATIONS. OPERATION OF THE AIRPORT IS OF THEUPPER MOST IMPORTANCE. WHEN THERE IS CONFLICT BETWEEN OPERATION OF THEAIRPORT AND CONSTRUCTION, OPERATION OF THE AIRPORT WILL HAVE PRIORITY.6. EXISTING GRADES SHOWN ON THE DRAWINGS ARE BELIEVED TO BE ACCURATE, BUTTHE AIRPORT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THESE GRADES.IF THE CONTRACTOR DOES NOT CONCUR WITH THE ELEVATIONS GIVEN ON THEDRAWINGS, HE SHALL NOTIFY THE ENGINEER IN WRITING PRIOR TO INITIATING ANYCONSTRUCTION ACTIVITIES. START OF WORK BY THE CONTRACTOR WITHOUT SUCHNOTIFICATION WILL BE INTERPRETED AS AN AGREEMENT BY THE CONTRACTOR WITHTHE ACCURACY OF THE GRADES SHOWN ON THE PLANS.7. THE CONTRACTOR SHALL FAMILIARIZE HIS PERSONNEL WITH CLEARANCES NEEDEDTO PROVIDE FOR THE SAFE OPERATION OF RUNWAYS AND TAXIWAYS AS SHOWN ONSHEET G-1.00 PHASE 1, G2.00 PHASE 2 AND G3.00 PHASE 3.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND ACQUIRING ALLREQUIRED COUNTY AND STATE PERMITS.9. THE CONTRACTOR SHALL REVIEW ALL AIRPORT UTILITIES WITH AIRPORTMANAGEMENT PRIOR TO BEGINNING WORK.10. THE PROJECT PAY ITEMS ARE PROVIDED TO BE INCLUSIVE OF ALL WORK TO BEPERFORMED AS SHOWN IN THESE PLANS. ALL INCIDENTAL WORK REQUIRED TOCOMPLETE THE PROJECT IS TO BE INCLUDED IN THE COSTS OF PERFORMING THESEITEMS.11. TESTING - UNLESS OTHERWISE SPECIFIED, ALL QUALITY ASSURANCE (QA) TESTINGREQUIRED BY THE SPECIFICATIONS FOR ACCEPTANCE OF WORKMANSHIP AND/ORMATERIALS SHALL BE INITIATED AND PAID FOR BY THE OWNER. QUALITY CONTROL(QC) TESTING SHALL BE INITIATED AND PAID FOR BY THE CONTRACTOR. FAILED QATESTING SHALL REQUIRE RE-TESTING WHICH SHALL BE INITIATED BY THE ENGINEERAND PAID FOR BY THE CONTRACTOR.MAINTENANCE OF TRAFFIC AND SAFETY1. THE CONTRACTOR IS ADVISED THAT ALL AIRPORT ROADWAYS, EXCEPT THOSE THATARE TO BE CONSTRUCTED UNDER THIS CONTRACT, WILL BE ACTIVE DURING THISCONTRACT. THE CONTRACTOR WILL BE EXPECTED TO CONDUCT THE WORK SUCHTHAT THE SAFETY OF OPERATIONS IS NOT REDUCED AND THAT VEHICULAR FLOW ISMAINTAINED AT ALL TIMES, EXCEPT AS SPECIFICALLY PROVIDED FOR IN THECONTRACT DOCUMENTS OR ALLOWED BY THE OWNER IN WRITING. THECONTRACTOR IS ADVISED, AND SHALL ACCEPT AS AN IMPORTANT CONSIDERATION OFTHE WORK, THAT THE MAINTENANCE OF SAFE AND EFFICIENT ACCESS TO THEAIRPORT VIA THE ROADWAY SYSTEM IS AN INTEGRAL PART OF THE WORK. IN CASESNOT SPECIFICALLY COVERED ELSEWHERE IN THE CONTRACT DOCUMENTS, ALLTRAFFIC MAINTENANCE SHALL BE ACCOMPLISHED IN CONFORMANCE TO THE LATESTEDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN FOR THE DURATION OF THEPROJECT ALL "TRUCKS ENTERING HIGHWAY" SIGNS. THE SIGNS MUST BE INACCORDANCE WITH STATE OF FLORIDA CONSTRUCTION AND MATERIALSPECIFICATIONS, AND WILL BE PLACED/INSTALLED AS DIRECTED BY AIRPORTPERSONNEL. THE COST SHALL BE INCLUDED IN THE APPROPRIATE CONSTRUCTIONITEMS.DUST AND DEBRIS CONTROL1. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE DUST CONTROLREQUIREMENTS OF THIS CONTRACT. THE OPERATIONS OF THE RUNWAYS, TAXIWAYS,AND ASSOCIATED NAVAIDS ARE ESPECIALLY SENSITIVE TO DUST. THE CONTRACTORSHALL BE PREPARED TO CONTROL DUST ON HAUL ROUTES ON A DAILY BASIS.WATERING, OR OTHER APPROVED DUST CONTROL MEASURES SHALL BE AVAILABLEON A DAILY BASIS TO CONTROL DUST. THE OWNER RESERVES THE RIGHT TO STOPGRADING AND HAULING, OR OTHER WORK IF NECESSARY, TO BRING DUST UNDERCONTROL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHINTHE CONSTRUCTION LIMITS AS WELL AS ALONG ANY ROADWAYS USED BY THEEQUIPMENT AND VEHICLES AT THE SOLE DISCRETION OF THE AIRPORT.2. THE CONTRACTOR SHALL PROVIDE A FIBER BRISTLE PAVEMENT SWEEPER FORKEEPING DEBRIS CLEAR AT ALL OPERATIONAL PAVEMENT CROSSING AREAS ON THEHAUL ROUTE AS REQUIRED BY AIRPORT OPERATIONS.3. ALL UNSUITABLE MATERIAL AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF OFFOF AIRPORT PROPERTY UNLESS DIRECTED OTHERWISE BY THE ENGINEER ORAIRPORT PERSONNEL.4. SPECIFICATIONS ARE PROVIDED AS OUTLINE REQUIREMENTS FOR THE CONTRACTORTO APPLY WATER, CHEMICALS, VEGETATION OR OTHER MATERIALS TO PREVENT THEOCCURRENCE OF DUST WHICH WILL BE OBJECTIONABLE TO THE OPERATIONS/USERSOF THE AREA. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO, AIRPORTOPERATIONS AND MAINTENANCE AREAS; AIRCRAFT OPERATIONS AND AIRFIELDOPERATIONS. CONTRACTOR SHALL ALSO BE OBLIGATED TO DISCONTINUEOPERATIONS WHICH VIOLATE EXISTING LAWS AND REGULATIONS OR CREATE ANUNDUE HAZARD TO AIR TRAFFIC. ALL COSTS FOR CONTROLLING DUST ORPOLLUTANTS TO THE AIR OF ANY KIND SHALL BE INCIDENTAL TO THE CONTRACT.STORAGE, STAGING AND HAUL ROADS1. STORAGE AND STAGINGA) THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREA SPECIFIED FORSTOCKPILES, SHOPS, MAINTENANCE FACILITIES USE OF AND ALL CONTRACTORSUPPORT FACILITIES. NO OTHER SITES SHALL BE PERMITTED ON AIRPORTPROPERTY WITHOUT WRITTEN APPROVAL FROM THE ENGINEER AND OWNER.B) ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITESHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO,CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF ALL TEMPORARYUTILITIES, ACCESS ROADS, ALL SECURITY FENCING, ETC. AT THE CONCLUSION OFTHE CONTRACT THEM CONTRACTOR SHALL RESTORE THE SITE TO ITSPRE-CONSTRUCTION CONDITION.2. HAUL ROADSA) HAUL ROADS TO BE USED UNDER THIS PROJECT SHALL BE THOSE INDICATED ONTHE DRAWINGS OR OTHERWISE SPECIFICALLY DESIGNATED BY THEOWNER/ENGINEER. IN GENERAL, THE CONTRACTOR SHALL CONFINE EQUIPMENTAND HAULING TO THE AREAS UNDER CONSTRUCTION. NO DEBRIS SHALL BEALLOWED ON THE ROADWAYS. THE PAVEMENT WILL BE CLEANED BY THECONTRACTOR USING POWER BROOMS OR SWEEPERS, AS REQUIRED, TO KEEP THEAREA CLEAR OF ALL SOILS, CLODS OR OTHER DEBRIS. THE CONTRACTOR SHALLHAVE A BROOM TRACTOR ON SITE AT ALL TIMES WITH A POLY BRUSH. STEELBRUSHES ARE NOT PERMITTED.B) ALL DELIVERIES TO THE STAGING AREA SHALL BE VIA THE HAUL ROUTES AS SHOWNON THE PLANS.C) THE ACCESS POINTS TO THE PROJECT SITE SHALL BE AS DEFINED ON SHEET C-3.00.THE SPECIFIED GATE AREAS SHALL BE MONITORED DURING ALL CONTRACTOROPERATIONS. IF IT IS DETERMINED BY THE OWNER/ENGINEER THAT THECONTRACTOR'S HAULING OPERATIONS ARE CAUSING EXCESSIVE DAMAGE TO THEEXISTING GATES OR PAVEMENT AREAS, THE CONTRACTOR MAY BE REQUIRED TOCONSTRUCT, AT HIS EXPENSE, ADDITIONAL ACCESS GATES IMMEDIATELY ADJACENTTO THE EXISTING GATES. HE SHALL MAINTAIN THE NEW ACCESS POINTS ANDPROVIDE THE AFOREMENTIONED GATE GUARDS AT THESE LOCATIONS AND SHALLASSUME ALL LIABILITY FOR AIRPORT SECURITY RELATING TO THE USE OF THESEGATES.D) IF NECESSARY, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR RESTORINGALL AIRPORT SERVICE ROADS, INCLUDING THE PERIMETER SERVICE ROAD, TOTHEIR PRE-CONSTRUCTION CONDITION WHERE SUCH ROADS ARE USED BY THECONTRACTOR FOR HAULING OPERATIONS. THE CONTRACTOR AND THE ENGINEERSHALL JOINTLY DETERMINE THE EXISTING CONDITIONS AS A BASIS FOR THISRESTORATION REQUIREMENT.E) THE CONTRACTOR SHALL RESTORE ALL TURFED AND PAVED AREAS USED FOR HAULROADS TO THEIR ORIGINAL CONDITION, INCLUDING THE ESTABLISHMENT OF TURF.ALL HAULING ALONG OR CROSSING THE AIRPORT AND STATE ROADS SHALL BEACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OFTRANSPORTATION STANDARDS AND SHALL BE COORDINATED BY ANDACCOMPLISHED BY THE CONTRACTOR. ALL COSTS FOR CONSTRUCTING, REMOVINGAND RESTORING OF HAUL ROADS REQUIRED FOR THE COMPLETION OF THE WORKSHALL BE INCLUDED IN THE APPROPRIATE ITEMS OF WORK CONTAINED IN THEPROPOSAL.3. OTHER CONTRACTORS AND AIRPORT EMPLOYEE PARKING AREASA) THE CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS MAY BE WORKING ONTHE AIRPORT, AND COOPERATION BETWEEN CONTRACTORS IS REQUIRED.STAGING AREAS - GENERAL REQUIREMENTS1. THE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS SHOWN FORREFERENCE ONLY. THE ACTUAL SIZE AND EXACT LOCATION WILL BE ESTABLISHEDPRIOR TO CONSTRUCTION. THE FOLLOWING REQUIREMENTS WILL APPLY, HOWEVER:A) ALL OF THE CONTRACTOR'S ACTIVITIES, INCLUDING EMPLOYEE PARKING AND FIELDOFFICE WILL BE STAGED FROM THIS AREA. THE CONTRACTOR WILL BERESPONSIBLE FOR TRANSPORTING EMPLOYEES FROM THE STAGING AREAS TOAND FROM THE WORK AREA.B) THE STAGING AREA IS, AND WILL REMAIN THROUGHOUT THE CONSTRUCTION,OUTSIDE THE AOA. IT WILL NOT BE NECESSARY, THEREFORE, TO ERECT AIRPORTSECURITY FENCING AROUND THE AREA. HOWEVER, THE CONTRACTOR MAY, ANDIS URGED TO ERECT SECURITY FENCING TO DELINEATE AND PROTECT THE AREA.COST OF ANY FENCING AND OTHER WORK REQUIRED TO PREPARE THE STAGINGAREA SHALL BE INCIDENTAL TO MOBILIZATION.C) THE CONTRACTOR MAY DO SOME GRADING AND DRAINAGE WORK TO ADAPT THEAREA TO SPECIFIC NEEDS. THE CONTRACTOR SHALL OBTAIN NECESSARYPERMIT(S) TO DEVELOP AND USE THE SITE FOR STAGING AND OTHER ACTIVITIESAS REQUIRED. UPON COMPLETION OF THE WORK, THE AREA WILL BE DRESSED,SODDED AND RESTORED TO THE OWNER'S SATISFACTION.D) IT IS NOT ANTICIPATED THAT THE AIRPORT'S OBSTRUCTION HEIGHTREQUIREMENTS, AS DEFINED BY THE FAR PART 77, WILL RESTRICT THECONTRACTOR'S ACTIVITIES IN THE STAGING AREA. IT IS REQUIRED, HOWEVER,THAT THIS ASSUMPTION BE VERIFIED BY THE CONTRACTOR THROUGH THE OWNERPRIOR TO BEGINNING WORK.E) THE OWNER MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOROTHER CONTRACTORS BE LOCATED IN THE VICINITY. IF THIS OCCURS, THECONTRACTOR SHALL COOPERATE, AS NECESSARY, TO ACCOMMODATE OTHERS.F) THE CONTRACTOR WILL BE REQUIRED TO OBSERVE ALL EXISTING TRAFFIC FLOWDIRECTIONS WHEN ENTERING AND LEAVING THE STAGING AREAS. NO COUNTERFLOW WILL BE ALLOWED ANY TIME.2. MATERIAL AND EQUIPMENT STORAGE SHALL BE LOCATED AS SHOWN ON THE SAFETYPLAN SHEET(S). THE CONTRACTOR SHALL ADVISE ALL MATERIAL SUPPLIERS OF THEDELIVERY ROUTES TO BE USED FOR THE DELIVERY OF EQUIPMENT, MATERIALS, ORSUPPLIES. THE CONTRACTOR SHALL ALSO ADVISE THE SUPPLIERS THAT THERE WILLBE SET DELIVERY HOURS AND THEY WILL NOT BE ACCEPTED AT ANY OTHER TIME.DELIVERY HOURS WILL BE FROM 8:00 AM TO 4:00 PM WEEKDAYS UNLESS PRIORARRANGEMENTS WITH AIRPORT PERSONNEL ARE MADE 48 HOURS IN ADVANCE. ANYDELIVERIES NOT MADE DURING THESE HOURS STATED WILL BE TURNED AWAY BYAIRPORT PERSONNEL. A REPRESENTATIVE OF THE CONTRACTOR MUST BE PRESENTFOR DELIVERY OF MATERIALS. MATERIALS AND EQUIPMENT NOT IN USE SHALL BESTORED OR PARKED IN AREAS DESIGNATED BY THE ENGINEER AND OUTSIDE OF THERIGHT-OF-WAY AND TAXIWAY SAFETY ZONES. THE CONTRACTOR SHALL BERESPONSIBLE FOR RESTRICTING HIS/HER EQUIPMENT AND PERSONNEL TO THEIMMEDIATE VICINITY OF CONSTRUCTION AND TO AUTHORIZE AREAS AND SHALL TAKESUCH PRECAUTIONS, AT HIS OWN EXPENSE, AS ARE NECESSARY TO ASSURECOMPLIANCE WITH THESE REQUIREMENTS.3. ALL MATERIALS AND EQUIPMENT, WHEN NOT IN USE, SHALL BE PLACED IN APPROVEDAREAS WHERE THEY WILL NOT CONSTITUTE A HAZARD TO AIRPORT OPERATIONS.TALL BUT RELATIVELY LOW-VISIBILITY (I.E. CRANES, BACK HOES, DRILLS, ETC.)EQUIPMENT SHALL BE STORED IN A LOWERED CONFIGURATION WHEN NOT IN USE.THE APPROVED STORAGE AREA FOR EQUIPMENT AND MATERIALS IS THECONTRACTOR'S STAGING AREA. ANY OTHER AREAS TO BE USED FOR STORAGE MUSTBE APPROVED BY THE ENGINEER AND OWNER PRIOR TO USE. EQUIPMENT AND/ORSTOCKPILED MATERIALS SHALL BE STORED IN A MANNER TO PREVENT MOVEMENTRESULTING FROM WIND CONDITIONS.CONSTRUCTION PHASING REQUIREMENTS1. THE CONSTRUCTION PHASING AS SHOWN IN THESE CONTRACT DOCUMENTS IS ASIMPLIFIED PHASE DESCRIPTION SHOWING GENERAL RELATIVE TIME FRAMES WITHINWHICH CONSTRUCTION WORK WILL BE ACCOMPLISHED. THE CONTRACTOR SHALLDEVELOP HIS OWN CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THEREQUIREMENTS OF THE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALLSUBMIT THIS PLAN FOR REVIEW AND APPROVAL A MINIMUM OF 72 HOURS PRIOR TOTHE START OF CONSTRUCTION.2. THE CONTRACTOR SHALL ALLOW A MINIMUM OF 30 DAYS CURING TIME FOR ALL NEWASPHALT PAVEMENTS PRIOR TO APPLICATION OF TRAFFIC PAINT. NO ADDITIONALCONTRACT TIME SHALL BE GRANTED FOR DELAYS DUE TO THIS REQUIREMENT.SECURITY NOTES1. THE CONTRACTOR SHALL CONDUCT HIS/HER ACTIVITIES IN A SAFE AND SECUREMANNER AS SPECIFIED IN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OFTHE SPECIAL PROVISIONS IN THE SPECIFICATIONS AND AS DESCRIBED HEREIN.2. THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIEDHEREIN, AND ALL FURTHER DIRECTIVES SPECIFIED BY THE OWNER OR DESIGNATEDREPRESENTATIVE. CONTRACTOR SHALL FURTHER BE REQUIRED TO PAY ALL FINESLEVIED BY THE TRANSPORTATION SECURITY ADMINISTRATION OR OTHERAUTHORIZED GOVERNMENTAL AUTHORITY FOR VIOLATIONS OF TSA RULES ANDREGULATIONS OR THE AIRPORT SECURITY PLAN.3. CONTRACTOR PERSONNEL SECURITY ORIENTATION - THE CONTRACTOR SECURITYPOINT OF CONTACT SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTORPERSONNEL ON THESE REQUIREMENTS AND, FROM TIME TO TIME, OTHER SECURITYPROVISIONS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESEREQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.4. ACCESS TO THE SITE - ALL CONSTRUCTION PERSONNEL MUST FOLLOW THEAIRPORT'S LATEST SECURITY AND BADGING REQUIREMENTS. CONTRACTOR'SACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THEENGINEER. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZEDCONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BERESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTIONAREAS ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATECLEANUP OF ANY DEBRIS DEPOSITED ALONG THE HAUL ROAD AS A RESULT OFCONSTRUCTION TRAFFIC.5. MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FORDELIVERY TO THE SITE WILL USE THE ACCESS POINT AT THE CONTRACTOR'SSTORAGE SITE.6. CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION, MATERIAL STORAGEAREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED ASREQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALLBE MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND OWNER.THE CONTRACTOR MAY ERECT AND MAINTAIN AROUND THE PERIMETER OF THESEAREAS SUITABLE FENCING, SIGNAGE AND WARNING DEVICES VISIBLE FOR BOTHDAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL SUCH AREAS.SANFORD AIRPORT AUTHORITY BOARD MEMBERSPROJECT ENGINEER / SURVEYORORLANDO SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFAA AIP NO. FDOT FM No. SANFORD AIRPORT AUTHORITYGENERAL CONTRACTORPROJECT FUNDED BY:FLORIDA DEPARTMENT OF TRANSPORTATION / FAA.4"x4"x12"TREATEDWOOD POSTEXISTING GROUND3/4" PLYWOOD A-CEXT. APA GROUP 1PROJECT AND CONSTRUCTION ACCESS SIGN NOTES:1. THE PROJECT SIGN LETTERING SHALL BE BLACK (NON-REFLECTIVE) WITH A WHITE BACKGROUND.2. SIGN SHALL BE LOCATED BY CONTRACTOR AS DIRECTED BY OWNER.PROJECT SIGN DETAILNTSFOR SAA STAFF &BRD. MEMBERS LISTSEE COVERDIANE CREWS, A.A.E.GRORGE D. SPEAKE, C.M.FRANK S. LOPPOLO, JR., ESQ.TIM M. SLATTERYJENNIFER T. DANE, ESQ.U. HENRY BOWLINWILLIAM R. MILLERCLYDE H. ROBERTSON, JR.CLAYTON D. SIMMONS, ESQ.STEPHEN P. SMITHA.K. SHOEMAKERKENNETH W. WRIGHT- PRESIDENT AND CEO- VICE PRESIDENT, OPERATIONS AND MAINTENANCE- CHAIRMAN- VICE CHAIRMAN- SECRETARY / TREASURER- BOARD MEMBER- BOARD MEMBER- BOARD MEMBER- BOARD MEMBER- BOARD MEMBER- CHAIRMAN EMERITUS- COUNSELOffices In:FloridaPuerto RicoConnecticutMarylandTexasACCESS ROUTE AND STAGING NOTES1. MAINTENANCE OF TRAFFIC AND SAFETYA) THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREA SPECIFIED FORSTOCKPILES, SHOPS, MAINTENANCE FACILITIES USE OF AND ALL CONTRACTORSUPPORT FACILITIES. NO OTHER SITES SHALL BE PERMITTED ON AIRPORTPROPERTY WITHOUT WRITTEN APPROVAL FROM THE ENGINEER AND OWNER.2. STAGING AREAS - GENERAL REQUIREMENTS - TO BE DETERMINEDTHE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS SHOWN IN SHEETG-1.00, G-2.00 AND G-3.00 FOR REFERENCE ONLY. THE ACTUAL SIZE AND EXACTLOCATION WILL BE ESTABLISHED PRIOR TO CONSTRUCTION. THE FOLLOWINGREQUIREMENTS WILL APPLY, HOWEVER:A) ALL OF THE CONTRACTOR'S ACTIVITY WILL BE STAGED FROM THESE AREAS. ALLFIELD OFFICE AND EMPLOYEE PARKING WILL BE LOCATED AS SHOWN ON SHEETSG-1.00 PHASE 1, G2.00 PHASE 2, G3.00 PHASE 3. THE CONTRACTOR WILL BERESPONSIBLE FOR TRANSPORTING EMPLOYEES FROM THE STAGING AREAS TO ANDFROM THE WORK AREA. ADDITIONAL INTERMEDIATE STAGING AREAS MAY BEAVAILABLE TO THE CONTRACTOR AFTER COORDINATION WITH THE SAAOPERATIONS.B) THE CONTRACTOR SHALL BE RESPONSIBLE TO INITIATE AND PAY FOR THE NOTICEOF INTENT (NOI) FOR STORM WATER POLLUTION PREVENTION FOR EPA, NPDES ANDFDEP. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE TO INITIATE AND SUBMITTHE NPDES NOTICE OF TERMINATION (NOT) UPON PROJECT COMPLETION.C) IT IS NOT ANTICIPATED THAT THE AIRPORT'S OBSTRUCTION HEIGHT REQUIREMENTS,AS DEFINED IN FAA'S FAR PART 77, WILL RESTRICT THE CONTRACTOR'S ACTIVITIESIN THE PRIMARY STAGING AREA. IT IS REQUIRED, HOWEVER, THAT THISASSUMPTION BE VERIFIED BY THE CONTRACTOR THROUGH SAA OPERATIONS PRIORTO BEGINNING WORK. THE MAXIMUM HEIGHT OF EQUIPMENT ALLOWED IS 15 FEET.ANY OPERATION OF EQUIPMENT THAT EXCEEDS 15 FEET WILL REQUIRE APPROVALBY SAA OPERATIONS.D) THE AUTHORITY MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOROTHER CONTRACTORS BE LOCATED IN THE VICINITY. HAUL ROADS WILL BE USED BYOTHER CONTRACTORS, IF THIS OCCURS, THE CONTRACTOR SHALL COOPERATE, ASNECESSARY, TO ACCOMMODATE OTHER CONTRACTORS WORK ACTIVITIES.E) THE CONTRACTOR SHALL PROVIDE PROFESSIONALLY-MADE SIGNS INDICATING THENAME OF THE CONTRACTOR AND A MESSAGE DIRECTING ALL MATERIALSDELIVERIES TO THE PRIMARY STAGING AREA. INCLUDE THE COST OF FABRICATIONAND ERECTION IN ITEM M-101-1, MOBILIZATION PAY ITEM.F) UPON COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL SITEIMPROVEMENTS AND RESTORE THE AREA TO THE SAA'S SATISFACTION.G) THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREAS SPECIFIED FORSTOCKPILES, SHOPS, MAINTENANCE FACILITIES AND ALL CONTRACTOR SUPPORTFACILITIES. NO OTHER SITES SHALL BE PERMITTED ON AIRPORT PROPERTYWITHOUT WRITTEN APPROVAL FROM THE ENGINEER AND THE SANFORD AIRPORTAUTHORITY (SAA).H) ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITESHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO,CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF ALL TEMPORARYUTILITIES, PERMITTING, ACCESS ROADS, ALL SECURITY FENCING, ETC.AVCON / JSMArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014AIRPORT NOTES, ACCESS ROUTEAND STAGING NOTESIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037CONFORMED SET21
RED CLEVELAND BLVDAIRLINE AVENUEHANGER ROADGENERATORDCOMPACTORTPHASE 1STAGING AREAPHASE 1PROPOSED LOADING DOCKPHASE 1PROPOSED WATER LINEINSTALLATIONPHASE 1PROPOSED CANOPYBUILDING ADDITIONPHASE 1PROPOSED PARKINGGARAGE ENTRANCEPHASE 1PROPOSEDLANDSCAPINGAROUND PONDPHASE 1PROPOSEDLANDSCAPINGPHASE IPARKING GARAGE ACCESSPHASE 1PROPOSEDLANDSCAPINGPHASE 1PROPOSEDLANDSCAPINGPHASE 1PROPOSEDLANDSCAPINGArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SAFETY DURING CONSTRUCTION PLANACCESS ROUTE & STAGING PLANEPHASE 1IBDRBJDOJDO1" = 50'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet50501001. AIRPORT OPERATIONS - THE CONTRACTOR SHALL ACQUAINT HIS/HERSUPERVISORS AND EMPLOYEES WITH THE AIRPORT ACTIVITIES ANDOPERATIONS THAT ARE INHERENT AT THIS AIRPORT AND SHALL CONDUCTHIS/HER CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE ANDEMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETYSPECIFIED IN PARAGRAPH 10 BELOW.2. VEHICLE IDENTIFICATION - ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZEDTO OPERATE ON THE AIRPORT OUTSIDE OF THE DESIGNATED CONSTRUCTIONAREA LIMITS OR HAUL ROUTES, AS SPECIFIED ON THE PLANS AND WITHIN THEACTIVE AIRCRAFT OPERATIONS AREA (AOA) SHALL DISPLAY IN FULL VIEWCOMPANY DECALS, NOT LESS THAN 6 INCH "LETTERS" AND AIRPORT PERMITDECAL. THESE VEHICLES SHALL ALSO BE BE EQUIPPED WITH A FLASHINGAMBER (YELLOW) DOME-TYPE LIGHT MOUNTED, (360° ROTATING) ON TOP OFTHE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FORMAINTENANCE AND EMERGENCY VEHICLES.3. ROADWAY PAVEMENT CLOSURES - A MINIMUM OF 72 HOURS NOTICE OFREQUESTED CLOSING SHALL BE DIRECTED TO THE RPR, WHO WILLCOORDINATE THE REQUEST WITH AIRPORT OPERATIONS. SAA WILL GRANT ORDENY REQUEST BASED ON SCHEDULED TRAFFIC.4. TRENCH MARKING - OPEN TRENCHES, EXCAVATIONS AND STOCKPILEDMATERIALS SHALL BE PROMINENTLY MARKED WITH BARRICADES EQUIPPEDWITH FLAGS AND LIGHTED BY APPROVED LIGHT UNITS DURING HOURS OFRESTRICTED VISIBILITY AND DARKNESS.5. OPEN FLAME - OPEN FLAME, WELDING OR TORCH CUTTING OPERATIONS AREPROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEENTAKEN AND THE PROCEDURE APPROVED BY AIRPORT OPERATIONS AND THEENGINEER.6. STOCKPILE EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPENEXCAVATIONS SHALL BE TREATED IN SUCH A MANNER AS TO PREVENTMOVEMENT RESULTING FROM AIRCRAFT BLAST OR WIND CONDITIONS. (SEESPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS).7. DEBRIS CONTROL - "FOREIGN OBJECT DEBRIS" WASTE AND LOOSE MATERIALSHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT MOVEMENT AREAS OR WITHINTHE SAFETY AREAS. IF OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENTAREAS OR WITHIN THE SAFETY AREA, THE MATERIAL WILL BE REMOVEDIMMEDIATELY BY THE CONTRACTOR. THE ENGINEER MAY DIRECT THAT DEBRISPROBLEMS DURING CONSTRUCTION NOT CORRECTED BY THE CONTRACTORBE CORRECTED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR.8. SAFETY GUIDELINES, AND FAA ADVISORY CIRCULAR (LATEST EDITIONS):150/5200-18 "AIRPORT SAFETY SELF INSPECTION"150/5370-2 "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"FAA PART 77 "OBJECTS AFFECTING NAVIGABLE AIRSPACE"ORLANDO SANFORD INTERNATIONAL AIRPORT - IDENTIFICATION BADGEPROCEDURESORLANDO SANFORD INTERNATIONAL AIRPORT - RULES AND REGULATIONSORLANDO SANFORD INTERNATIONAL AIRPORT - AIRPORT CERTIFICATIONMANUALORLANDO SANFORD INTERNATIONAL AIRPORT - AIRPORT SECURITY PLAN9. CONTRACTOR IS REQUIRED TO HAVE A PERSON ON CALL 24-HOURS A DAY FOREMERGENCY MAINTENANCE. CONTRACTOR MUST FILE THE CONTACT PERSON'SNAME WITH SAA OPERATIONS.10. CONTRACTOR IS RESPONSIBLE OF ENSURING ALL MOTOR VEHICLEOPERATORS (PRIVATE OR CONTRACTOR) HAVE THE APPROPRIATE VEHICLEINSURANCE AND TO ENSURE ALL OPERATORS HAVE CURRENT & VALIDDRIVERS LICENSES (CURRENT ISSUE) ON THEIR PERSON.11. CONTRACTOR SHALL PROVIDE AN EMERGENCY NOTIFICATION LIST (24-HOURCONTACT LIST) WHICH IDENTIFIES THE SUPERINTENDENT AND ALLSUBCONTRACTOR SUPERVISORS/LEADS.12. THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OFCONFINED SPACE ENTRY (OSHA 29 CFR 1910.146).13. THE CONTRACTOR SHALL COMPLY WITH THE SAA MAINTENANCE DEPARTMENTLOCK-OUT/TAG-OUT PROCEDURE AND WITH NFPA 70E.SAFETY NOTESMATCH LINE A - SEE MATCH LINE A RIGHTMATCH LINE A - SEE MATCH LINE A LEFTCONFORMED SET22
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DCOMPACTORTCD1.00 - DEMOLITION PLAN PHASE 1C1.00 - SITE DIMENSION PLAN PHASE 1C1.03 - SITE GRADING PLAN PHASE 1C1.06 - SITE UTILITY PLAN PHASE 1C1.08 - SIGNAGE AND STRIPING PLAN PHASE 1C1.14 - STORMWATER POLLUTION PREVENTION PLAN PHASE 1CD1.01 - DEMOLITION PLAN PHASE 1C1.07 - SITE UTILITY PLAN PHASE 1SEE PLANS BY AVCONAIRLINE AVENUERED CLEVELAND BOULEVARDHANGER ROADCD1.02 - DEMOLITION PLAN PHASE 1C1.01 - SITE DIMENSION PLAN PHASE 1C1.04 - SITE GRADING PLAN PHASE 1C1.09 - SIGNAGE AND STRIPING PLAN PHASE 1C1.15 - STORMWATER POLLUTION PREVENTION PLAN PHASE 1CD1.03 - DEMOLITION PLAN PHASE 1C1.02 - SITE DIMENSION PLAN PHASE 1C1.05 - SITE GRADING PLAN PHASE 1C1.10 - SIGNAGE AND STRIPING PLAN PHASE 1C1.16 - STORMWATER POLLUTION PREVENTION PLAN PHASE 1C1.11 - TURN LANE DESIGN PLAN AT INTERSECTION OF E. AIRPORT BLVD. AND RED CLEVELAND BLVD.(LTO)(S)(SVO)(ST)(SVO)(ST)Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SHEET LAYOUT PLANPHASE 1IBDRBJDOJDO1" = 100'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet100100200CONFORMED SET23
GENERATORTRASHCOMPACTORCHILLERTRANSFORMERTRANSFORMERCHILLERGENERATORDCOMPACTORTN: 1615165.85E: 579015.34N: 1615153.19E: 578968.82N: 1615050.50E: 578969.82N: 1614988.62E: 579012.89EXISTING PARKINGGARAGE WEST SIDEEXISTING AIRPORT TERMINALEXISTING BUILDINGEXISTING PARKINGRED CLEVELAND BOULEVARDRED CLEVELAND BOULEVARDAIRPORT AVENUEHANGER ROADDESIGN BY AVCONPROP. LANDSCAPED AREAPRO
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G RED CLEVELAND BOULEVARDLOADINGDOCKEXISTING AIRPORT TERMINALRED CLEVELAND BOULEVARDEXISTINGAIRPORTTERMINALPROPOSED RAMPPHASE 3TURN LANEIMPROVEMENTSPHASE 1PROPOSEDLANDSCAPED AREAEXISTINGTICKET CANOPYEXISTINGTICKET CANOPYPROPOSEDGARAGE ACCESSPHASE 1PROPOSEDGARAGE ACCESSRE-STRIPEEXISTINGLANESBAGGAGE BELTPROPOSED BUILDINGNEW TICKETING AREAPHASE 2DROP-OFFAREASKYWAY ADDITIONPHASE 3SKYWAY ADDITIONPROPOSED DROP-OFF / PICK-UPPROPOSEDCANOPY RENOVATIONPHASE 2PROPOSEDPAVEMENTMODIFICATIONPROPOSED LANDSCAPED AREAPROPOSED BUILDING PHASE 3EXISTING LOADING DOCKPROPOSED PARKING LOTINGRESS / EGRESSPHASE 1PROPOSEDSIDEWALK ANDPAVEMENT MODIFICATIONPROPOSEDSIDEWALK REMOVALPHASE 2PROPOSEDLIFT STATIONArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014PROJECT OVERVIEWALL PHASESIBDRBJDOJDO1" = 80'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet8080160CONFORMED SET24
DCOMPACTORTEXISTING PARKINGGARAGE WEST SIDEEXISTING AIRPORT TERMINALEXISTING BUILDINGRED CLEVELAND BOULEVARDAIRPORT AVENUEHANGER ROADRED CLEVELAND BOULEVARDEXISTING AIRPORT TERMINALRED CLEVELAND BOULEVARDEXISTING TICKETCANOPY MODIFICATIONEXISTINGTICKET CANOPY(TO REMAIN)PROPOSEDGARAGE ACCESSPROPOSEDGARAGE ACCESSRE-STRIPEEXISTINGLANESEXISTING LOADING DOCKLOADING DOCK BUILDINGPHASE 1PROPOSEDPOND MODIFICATIONPROPOSED PAVEMENT MODIFICATIONAND PARKING RE-STRIPINGLOADINGDOCKPROPOSEDTURN LANESIDE WALKTRAFFICSIGNALArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014OVERVIEWPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet8080160CONFORMED SET25
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STA EXISTING PARKING GARAGE - WEST SIDEEXISTING CHECK-IN AREAREMOVE AND REPLACECURB AND PAVEMENTFOR UTILITY EXTENSIONSAW-CUT EXISTING PAVEMENTAND REMOVE CURB AND GUTTER PHASE 1BOLLARDS TO BEREMOVED WITH PHASE 1BOLLARDS TO BEREMOVED WITH PHASE 1 (TYP.)EXISTING BOLLARDSTO BE REMOVED (TYP.)INSTALL 8" LINE STOPAND REMOVE EXISTINGWATER MAIN TO NORTHREMOVEBOLLARDS TYP.REMOVE CURBREMOVE NO PARKING STRIPINGREMOVE NO PARKING STRIPINGREMOVE SIGNBEGIN BOLLARD REMOVALRELOCATE EXISTINGTRASH COMPACTORREMOVE CURBPAVEMENT TO BE REMOVEDREMOVE WATER PIPESEE C1.06 FORRELOCATION LIMITSREMOVEBOLLARDS(TYP.)CURB TO BE REMOVEDREMOVE LIGHT POLEREUSE FIXTUREON NEW POLEREMOVE SANITARYSEWER MANHOLEREMOVE SIGNREMOVE TREECURB TO BE REMOVEDREMOVE WHEEL STOPSCURB TO BE REMOVEDREMOVE TREEBEGIN CURB REMOVALREMOVEBOLLARDS TYP.REMOVE GATE,EQUIPMENTAND BOLLARDSEXISTING CURBTO REMAINREMOVE DUMPSTERAND CONCRETEREMOVE SANITARY LINEREMOVE SIGNSREMOVE STEEL COLUMNAND FOUNDATIONPROTECT EXISTINGSTORM INLETSAW-CUT EXISTING PAVEMENTSAW-CUT PAVEMENTAND REMOVE CURBSAW-CUT EXISTINGPAVEMENT AND REMOVECURB AND GUTTER PHASE 1EXISTING LIGHT POLE TO REMAIN(TERMINATE CIRCUITRY)REMOVE LIGHT POLEREUSE FIXTUREON NEW POLEREMOVE LIGHT POLEREUSE FIXTUREON NEW POLEREMOVE FIRE HYDRANTREMOVE RADIUS IN STRIPEINSTALL 8" LINESTOP AND REMOVEWATER MAIN TO SOUTHREMOVE INLETREMOVE EXIST. 10" STORM PIPEPROTECT INLETPLUG EXIST. 10" F.L.SAVE AND PROTECTGREASE TRAPSREMOVE WALLPROTECT BACKFLOWPROTECT FIRE HYDRANTEXISTING 8" STORMPIPE TO REMAINCURB TO BE REMOVEDSIGNS TO BE REMOVEDREMOVE POWERPOLE AND PULL BOXREMOVE WHEEL STOPSSIGN TO BE REMOVED TYP.REMOVE PULL BOXESREMOVE TREEREMOVE VEGETATIONREMOVE CONCRETE,METAL STRUCTURE,BOLLARDS AND BENCHESREMOVE TREEREMOVE CURBAND PAVEMENTREMOVE ELECTRIC BOXFENCE TO BE REMOVEDREMOVE EXISTING 8" PVCSTORM DRAIN AND CLEANOUTFROM MECHANICAL ROOMTO LOCATION SHOWNEXISTING 6" PVC STORMDRAIN TO REMAINEXISTING CLEANOUTREMOVE FENCE AND BOLLARDSREMOVED / REUSEEXISTING STAIRCASEEXISTING LIGHTPOLE TO REMAINEXISTING CLEANOUT (TO REMAIN)REMOVE EXISTING 6" PVCTO LOCATION SHOWNREMOVE FIRE HYDRANTAND WATER MAINREMOVE SHRUBSREMOVE ELECTRIC LINEMATCH LINE CD1.01N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014DEMOLITION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037NOTES:1. PROPOSED WATER MAIN IS REQUIRED TO BE INSTALLED ANDTESTED AND RELEASED PRIOR TO REMOVAL OF EXISTINGWATER MAIN. LINE STOP OF THE EXISTING WATER MAIN ANDRECONNECTION OF THE NEW WATER MAIN SHALL BEPREFORMED SIMULTANEOUS OR AS CLOSE AS POSSIBLE SOTHAT DOWN TIME OF THE WATER SERVICE IS LIMITED.2. THIS PLAN SHOWS ALL LARGE TREES TO BE REMOVED. AREASWITH LANDSCAPING IN CONFLICT WITH PROPOSEDCONSTRUCTION AND LANDSCAPING MAY NOT BE DEPICTED, BUTARE REQUIRED TO BE REMOVED.3. CONTRACTOR SHALL MAINTAIN TRUCK ACCESS FROM EASTERNLOADING DOCK UNTIL NEW LOADING DOCK IS CONSTRUCTED.LEGENDKEY MAPMATCH LINEPHASE I SAW-CUT LIMITSSAW-CUTSIGN TO BE REMOVEDTREE TO BE REMOVEDAREA TO BE DEMOLISHEDPAVEMENT TO BE REMOVEDCONFORMED SET26
EXISTING TERMINAL(SEE ARCHITECTURAL PLAN)EXISTING CANOPY TO REMAINPHASE IOPEN CUT AND REPAIRFOR UTILITY EXTENSIONPROTECT EXISTING COLUMNREMOVE METAL STAIRCASEPARTIAL CANOPYDEMOLITION10.00'REMOVE BOLLARDSRELOCATED AC UNITS / TRANSFORMERSSEE STRUCTURAL FOR CONCRETEDEMO / INSTALLATION FOR COLUMNSMATCH LINE CD1.00N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014DEMOLITION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037KEY MAPLEGENDMATCH LINEPHASE I SAW-CUT LIMITSSAW-CUTSIGN TO BE REMOVEDTREE TO BE REMOVEDAREA TO BE DEMOLISHEDPAVEMENT TO BE REMOVEDCONFORMED SET27
SITE BENCHMARK # 5STRIPING AND CURBTO BE REMOVEDSTRIPING TOBE REMOVEDSTRIPING AND CURBTO BE REMOVEDPAVEMENT, STRIPINGAND CURB TO BE REMOVEDSAWCUT EDGE OF PAVEMENTAND REMOVE STRIPING AND CURBSAW-CUT EXISTINGFLUME AND REMOVEREMOVE MITEREDEND SECTIONSREMOVE CURB INLET TOP.MANHOLE TO REMAIN.SAW-CUT ROADSAT EXISTINGCONCRETE ISLANDSAW-CUT ROADSAT EXISTINGCONCRETE ISLANDSAW-CUT AND REMOVEMODULAR BUILDING ANDEXISTING CONCRETERELOCATE BOXAND LIGHT POLEMANHOLE TOP TO BE RAISEDMANHOLE TO REMAINREMOVE STOP SIGN ANDLEFT TURN ONLY SIGNEXISTINGPARKING GARAGEWEST SIDEREMOVE FLUMEREMOVE MITEREDEND SECTIONSN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014DEMOLITION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037KEY MAPLEGENDMATCH LINESAW-CUTSIGN TO BE REMOVEDAREA TO BE DEMOLISHEDPAVEMENT TO BE REMOVEDCONFORMED SET28
SAW-CUT PAVEMENT ANDREMOVE CONCRETE ISLANDSAW-CUT PAVEMENT ANDREMOVE CONCRETE ISLANDBEGIN CURB ANDPAVEMENT REMOVALSAW-CUT PAVEMENTAND REMOVE CURBDIRECTIONAL ARROWSTO BE REMOVEDDIRECTIONAL ARROWSTO BE REMOVEDSTRIPING TO BE REMOVEDSTOP BAR TOBE REMOVEDEXISTING CURB TO REMAINEXISTING FLUME TO REMAINREMOVE EXISTINGSTOP SIGNEXISTING CONCRETEVALLEY GUTTERREMOVE STOP BARPAVEMENT MARKINGTO BE REMOVEDPAVEMENT MARKINGTO BE REMOVEDREMOVE GATEREMOVEJERSEYBARRIERSAW-CUT AND REMOVE PAVEMENT2.00'N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014DEMOLITION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037KEY MAPLEGENDMATCH LINESAW-CUTSIGN TO BE REMOVEDAREA TO BE DEMOLISHEDPAVEMENT TO BE REMOVEDSTRIPING TO BE REMOVED (TYP.)STRIPING TO REMAIN (TYP.)WHEEL STOPS TO REMAIN (TYP.)STRIPING TO BE REMOVED (TYP.)STRIPING TO BE REMOVED (TYP.)CONFORMED SET29
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITE BENCHMARK # 2SITE BENCHMARK # 1GENERATORDCOMPACTORTTRUCK TURN-AROUNDLOA
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N)40'40'110'EXISTINGLOADING DOCKS RAMPAIRLINE AVENUEHANGER ROAD(HC)EXISTING PARKING GARAGE - WEST SIDEN: 1614669.27E: 577295.00N: 1614591.94E: 577192.54N: 1614704.90E: 577330.45N: 1614732.83E: 577358.38N: 1614531.05E: 577325.91N: 1614655.40E: 577435.81N: 1614627.47E: 577407.882'RN: 1614602.43E: 577364.605'RDOOR TYP.ROLLING DOOR TYP.LOADING DOCKRAMPEXISTING TYPE "F"CURB AND GUTTER5'R4.5'R2'R3'RMATCH EXISTING PAVEMENTMATCHEXISTINGPAVEMENTPROPOSED SCREEN WALLSEE ARCHITECTURALPLANS FOR DETAILS226642522.67'14.66'19.09'6.00'10.00'12.00'15.00'18.00'MATCH EXISTINGCURB AND PAVEMENTMATCH EXISTINGCURB AND PAVEMENT6.00'18.00'10.00'18.00'20.00'20.00'6.00'10.00'50'R5MATCH EXISTINGCURB AND PAVEMENTN: 1614532.91E: 577251.08N: 1614562.95E: 577324.30N: 1614607.54E: 577381.245.00'7PROPOSED SCREEN WALLSEE ARCHITECTURALPLANS FOR DETAILS7EXTEND 6' AOA FENCE87MATCH EXISTING22MATCH EXISTINGPAVEMENT AND CURBTEMPORARY FENCEFOR PHASE 276TRASH COMPACTOR LOCATION19.68'DOUBLE CORRAL GATE624RELOCATED STAIRCASEN: 1614871.64E: 577539.13N: 1614855.79E: 577523.31PROPOSED SERVICE ELEVATOR7.79'TEMPORARYSTABILIZED GRADEMATCH EXISTINGPAVEMENT AND CURB1.F1.FC1.19C1.193332'RN: 1614679.66E: 577429.70N: 1614664.49E: 577444.85N: 1614621.84E: 577300.81N: 1614617.55E: 577305.0114.50'1.G1.GC1.19C1.1910.00'24.00'TEMPORARY FENCEFOR PHASE 211PROPOSED TRANSFORMERPROPOSEDDUMPSTERKey Mapwww.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE DIMENSION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037(HC)71234567KEYNOTES SYMBOL LEGENDTEMPORARY HEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18TYPE 'D' CONCRETE CURB FDOT INDEX NO. 300SEE DETAIL 1.9, SHEET C1.18TYPE 'F' CONCRETE CURB FDOT INDEX NO. 300SEE DETAIL 1.10, SHEET C1.18INTEGRAL CONCRETE SIDEWALKSEE DETAIL 1.7, SHEET C1.18TEMPORARY HC ACCESSIBLE RAMPWITH DETECTABLE WARNING PAD,PER FDOT INDEX 304 CR-EPROP. MODIFIED TYPE "D" CONCRETE CURB,SEE DETAIL 1.9, SHEET C1.18NOSE DOWN CURBSEE DETAIL 1.17, SHEET C1.18LEGEND8PROPOSED MIAMI CURBSEE DETAIL 1.28, SHEET C1.18MATCH LINESTABILIZED GRADESAW-CUTREFERENCE BASELINEHANDICAP PARKING SIGNSEE DETAIL 1.23, SHEET C1.18PARKING SPACES PER ROWHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.18CONCRETEBOLLARDSEE SHEET C1.13NOTE:STABILIZATION SHOWN IS A DEPICTION OF THE AREA BEINGPREPARED FOR PHASE 2 CONSTRUCTION. CONTRACTOR SHALLMAINTAIN ACCESS TO EXISTING LOADING DOCK UNTIL NEW LOADINGDOCK IS OPERATIONAL.CONFORMED SET30
111(DNE)(DNE)(DNE)(DNE)(S)(S)EXPANDED POND16.00'25.00'N: 1614196.37E: 577584.26N: 1614037.46E: 577090.2712.58'12.62'TO EOPEXISTING TICKET BOOTH10.0'R38.0'R50.0'R62.0'R50.0'R2.0'R15.0'R30.0'R5.0'R25.0'R25.0'RRELOCATED POLEPROPOSED SIGN #1"GARAGE PARKINGTERMINAL DELIVERIES"SVC ONLY4466315.0'R15.0'R12.00'9.61'12.00'12.00'5.00'12.00'12.00'119GATE(SEE SP 21)PROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.1950.00'10.00'6.00'684.00'4.00'10.00'50.00'8PROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.196EXISTING CURB474.00'EXISTING CONCRETE FLUME4N: 1614246.67E: 577513.72N: 1614069.00E: 577144.917N: 1614104.93E: 577144.6475.0'R5.0'R444PROPOSED MESPROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.19PROPOSED INLET TOPPROPOSED TYPE 'H' INLETPROPOSED MES49.66'15.00'(LTO)(S)(SVO)(ST)(SVO)1.H1.HC1.19C1.191.I1.IC1.19C1.19N: 1614087.00E: 577162.90N: 1614087.00E: 577098.02N: 1614233.88E: 577139.85N: 1614265.81E: 577139.235'R64.20'2.5'R37'R2.5'R10.36'N: 1614278.99E: 577167.43N: 1614278.87E: 577186.94N: 1614261.95E: 577182.65N: 1614265.10E: 577218.50N: 1614266.14E: 577389.17N: 1614262.68E: 577449.18N: 1614250.15E: 577397.96N: 1614215.87E: 577449.03N: 1614196.42E: 577488.60N: 1614208.41E: 577507.66N: 1614223.18E: 577516.4511'R4.00'RELOCATEDPULL BOX(Y)www.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE DIMENSION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 6503791234567NO LEFT TURNSEE DETAIL 1.22, SHEET C1.19DO NOT ENTERSEE DETAIL 1.21, SHEET C1.19STOP SIGN, R1-1 24" X 24"SEE DETAIL 1.23, SHEET C1.19MATCH LINECONCRETEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18PARKING SPACES PER ROWREFERENCE BASELINE(NLT)(DNE)(S)LEGENDLIGHT DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.12, SHEET C1.18HEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18TYPE 'D' CONCRETE CURB INDEX NO. 300SEE DETAIL 1.9, SHEET C1.18TYPE 'F' CONCRETE CURB INDEX NO. 300SEE DETAIL 1.10, SHEET C1.18TURNDOWN CONCRETE SIDEWALKSEE DETAIL 1.14, SHEET C1.18TYPE I CONCRETE ISLAND PER FDOT INDEX NO. 302MATCH EXISTING CURBKEY MAPKEYNOTES SYMBOL LEGEND891050' TRANSITION TO 12' LANECONCRETE VALLEY GUTTER PER FDOT INDEX NO. 300SEE DETAIL 1.29, SHEET C1.18TRANSITION FROM 'F' CURB TO 'D' CURB11NOSE DOWN CURBSEE DETAIL C1.12, SHEET C1.18CONFORMED SET31
AIRLINE AVENUEEXISTING PARKING LOTEXISTING PARKING LOTEXISTING TICKET BOOTH(TO REMAIN)PROPOSED SIGN #3"GARAGE PARKINGECONOMY PARKING"6133214.00'28.92'3.25'11.17'25.67'4.00'10.00'20.00'4.00'14.00'60°13.33'16.50'N: 1613461.76E: 577257.174.00'3'RN: 1613487.22E: 577186.823'RN: 1613462.69E: 577187.05N: 1613459.18E: 577135.82www.sunshine811.com2' WIDE TYPE II CONCRETE TRAFFIC SEPARATORMODIFIED FDOT INDEX NO. 302N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE DIMENSION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650379123456KEYNOTES SYMBOL LEGENDLEGENDMATCH LINECONCRETEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18PARKING SPACES PER ROWREFERENCE BASELINEKEY MAPTYPE 'F' CONCRETE CURB INDEX NO. 300SEE DETAIL 1.10, SHEET C1.18MATCH EXISTING TYPE 'F' CURBNEW GATESSEE ARCHITECTURAL PLANSTYPE I CONCRETE ISLAND PER FDOT INDEX 3026" CONCRETE PAVEMENTSEE DETAIL 1.13, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.187TYPE 'F' CONCRETE CURB INDEX NO. 300WITH 2' CURB CUT AT LOW POINTSSEE DETAIL 1.10, SHEET C1.18CONFORMED SET32
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITE BENCHMARK # 2SITE BENCHMARK # 1GENERATORDCOMPACTORTEXISTINGPARKING GARAGEWEST SIDELOADING DOCKBUILDINGFFE = 51EXISTING CHECK-IN AREATC 50.50BC 49.8051.0051.4550.95TC 50.50BC 49.50PROPOSED MODIFIEDTYPE "D" CURB FOR PHASE 149.5050.6051.00TC 50.50BC 49.5050.10±51.0051.0050.4550.4050.3550.8550.3550.1550.8550.35M.E. 49.80±50.2550.0050.5050.0049.5049.0048.5048.45 M.E.48.45 M.E.48.9548.4549.50 M.E.EXISTING GRATE48.5150.3049.8050.00 M.E.MATCH EDGE OFEXISTING PAVEMENT50.80 TW47.25M.E.M.E. 49.04M.E. 49.42±48.92±M.E. 48.97±M.E. 49.32±48.82±M.E. 48.93M.E.48.85±49.4049.3551.4050.9050.4051.3550.8550.8550.3550.7050.2050.5050.0050.3049.8050.2049.7049.8049.3049.7549.3049.6050.3049.8049.8050.5050.0050.7050.2050.0050.0049.50M.E. 49.70±M.E. 49.25±45° BEND50.8050.3050.8050.30M.E. 50.00±50.80 TW47.2550.3650.66±50.16±M.E. 48.80M.E. 48.86±M.E. 49.28±49.1049.2549.2549.00M.E. 49.5649.0648.9049.9049.8549.00±51.5051.0048.9049.1049.5049.00RELOCATED STAIRCASEPROPOSED SERVICE ELEVATORSTABILIZED GRADEM.E. 48.95±M.E. 49.33±48.83±1.F1.FC1.19C1.1950.8050.3051.3050.8050.0050.3050.5050.5050.0050.0050.3048.5849.7050.0050.2051.0051.0050.7050.9550.3050.5050.501.G1.GC1.19C1.19EXISTING CLEANOUTS-14S-15S-18S-17S-16S-4S-13S-12S-11S-10S-9S-8S-7S-6S-5S-1S-2S-3S-19S-20www.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE GRADING PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037S-1S-2S-3S-4S-5S-6S-7S-8S-9S-10S-11S-12S-13TRENCH DRAIN AND SUMP PUMP(SEE ARCHITECTURAL DRAWINGSFOR DESIGN INFORMATION)TOP GRATE = 47.00STORM STRUCTURE SCHEDULEKEY MAPLEGEND47.5347.11MATCH LINESAW-CUT LIMITSCHAIN LINK FENCEPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTIONPROPOSED FLOW LINEEXISTING CONTOUR LINE110 LF~ 2" PVC FORCE MAINCORE BORE EXISTING INLETAND CONNECT @ EL. 46.00RAISE INLET AND GRATETO ELEV. 49.106" CLEANOUT W/ 6" WYETOP ELEV. 50.90FL. 47.0035 LF. ~ 6" PVC @ 1.0%6" INLINE CLEANOUTTOP ELEV. 50.90FL. 46.6515 LF. ~ 6" PVC @ 1.0%CONNECT TO EXIST. 30" RCPPER FDOT INDEX 280FL. 46.5020 LF. ~ 6" PVC @ 1.0%6" CLEANOUT W/ 6" WYETOP EL. 50.90FL. 46.7040 LF. ~ 6" PVC @ 1.0%6" CLEANOUT W/ 6" WYETOP ELEV. 51.30FL. 47.10STABILIZED GRADEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.18CONCRETE ISLANDS-146" CLEANOUT WITH 6" WYETOP ELEV. 51.00±CONNECT 5± LF ~ 6" PVCTO EXISTING CLEANOUT W/ 6" WYE.FL 41.50±S-1525 LF ~ 6" PVC @ 1.0%S-166" CLEANOUT WITH 6" WYEFL. 41.20S-1710 LF ~ 6" PVC @ 1.0%S-186" CLEANOUT WITH 6" WYE @ 1.0%CONNECT TO EXISTING 6" PVCFL. 41.10±S-19M.H. WITH 2" GRINDER SUMP PUMPOR PACKAGED LIFT STATIONS-206 LF~ 6" PVCCONFORMED SET33
(LTO)(S)(SVO)(ST)(SVO)1.H1.HC1.19C1.191.I1.IC1.19C1.1930" RCP WITH 30" M.E.S.49.60 M.E.50.03 M.E.49.59 M.E.50.5050.0050.2049.75 M.E.50.32 M.E.49.85 M.E.50.5050.0049.49 M.E.49.39 M.E.50.21M.E. 49.7150.0849.5849.9549.4549.80M.E. 49.30±49.8049.3049.74M.E. 49.2449.7349.2349.5749.0749.5249.0249.6549.1549.67M.E. 49.1749.5049.0049.2548.7549.0048.5049.2548.7548.5049.2048.70 M.E.48.2550.0049.5050.2549.7549.7549.2550.5550.0550.3049.8050.8550.3550.6050.1050.5550.0550.3049.8050.0049.5050.9850.48 M.E.50.7150.21 M.E.M.E. 49.92±M.E. 49.61±49.75M.E. 49.2549.33M.E. 48.8350.0049.50M.E. 49.71M.E. 49.81M.E. 49.76M.E. 49.7049.4850.0549.5549.2050.0249.5250.0749.5749.9549.4549.8049.3049.6549.1549.0050.1049.601411871356241315946.50Key Mapwww.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE GRADING PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 6503746.3447.5347.11MATCH LINESAW-CUT LIMITSCHAIN LINK FENCEPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTIONPROPOSED FLOW LINESEXISTING CONTOUR LINELEGENDCONNECT 20 LF 45" X 29"ERCP @ 0.24%± TO EXIST. PIPEFDOT TYPE "H" INLET (4 GRATES)TOP ELEV. 50.00SW. FL. 46.13 (45" X 29")SW. FL. 46.10 (25" X 24" ERCP)NE. FL. 46.10 (45" X 29" ERCP)10 LF~ 45" X 29" ERCP @ 0.48%±CONNECT TO EXIST. CORRUGATEDMETAL PIPE PER DOT INDEX 280FOR - PIPE CONNECTION40 LF~ 25" X 24" ERCP @ 1.0%CONCRETE MITERED END SECTION FL. 46.40CONCRETE MITERED END SECTION FL. 46.6052 LF~ 25" X 24" ERCP @ 0.66%CONNECT TO EXISTING STRUCTUREINV. ELEV. 46.94CONNECT 4-18" X 12" ERCPTO EXIST. 17" X 13" ERCPPER FDOT INDEX 280FOR DISSIMILAR PIPESMAINTAIN EXIST. SLOPE @ 0.33%CONCRETE MITERED SIDEDRAIN (QUAD) PER FDOTINDEX 273 W/GRATE FL. 46.44±TYPE II INLETTOP PER FDOT INDEX 210EOP EL. 48.2511' CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.195' CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.19RAISE MANHOLE TOP TO ELEV. 49.00RAISE MANHOLE TOP TO ELEV. 50.20135781012142469111315STORM STRUCTURE SCHEDULEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18CONCRETE ISLANDNOTE:CONTRACTOR TO VERIFY EXISTING PIPE SIZESPRIOR TO ORDERING NEW PIPE FOR EXTENSIONS.CONFORMED SET34
+0.50M.E.+0.50M.E.+0.50'M.E.+0.50'M.E.+0.50M.E.+0.50M.E.+0.50M.E.+0.50M.E.PROTECT EXISTING 15" PIPEwww.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE GRADING PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037LEGEND47.5347.11HEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18CONCRETEMATCH LINESAW-CUTPROPOSED SPOT ELEVATIONPROPOSED FLOW LINEEXISTING CONTOUR LINESIDEWALKSEE DETAIL 1.14, SHEET C1.18CONFORMED SET35
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITE BENCHMARK # 2SITE BENCHMARK # 1GENERATORDCOMPACTORTTRUCKTURN-AROUNDEXISTINGPARKING GARAGEWEST SIDELOADING DOCKBUILDINGFFE = 51LOADINGDOCK RAMPCOURTYARDEXISTING8" WATERLINEEXISTING 6" SANITARY SEWEREXISTING 8" WATER MAINREMOVE ANDREPLACE CURBEXISTING UNDERGROUND ELECTRICOPEN CUT AND REPAIRREMOVE 8" LINE STOP AND INSTALLRESTRAINED 8" G.V. AND PLUG(SEE ARCHITECTURAL DRAWINGS)EXISTINGSTORMWATER INLETEXISTING ELECTRICREMOVE 8" LINE STOP ANDINSTALL RESTRAINED8" G.V. AND PLUGPROTECT EXISTING DOUBLEDETECTOR BACKFLOWEXISTING 8" WATER MAIN8771983161015421512345EXISTING FIRE HYDRANT6AIRLINE AVE.REDCLEVELANDBLVD.141213111726871920321181810229EXISTING FDCSEE NOTE 3 THIS SHEETEXISTING GAS TO BE RELOCATED BYGAS COMPANY AND MAKE ALL CONNECTIONSTO EXISTING AND PROPOSED GAS MAINS231110APPROX. LOCATION OF NEWPOWER CO. 5FTX10FTFP&L SPLICE BOX.APPROX. LOCATION OFNEW POWER CO. SWITCHN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE UTILITY PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037123451MATCH LINE C1.076782345678910111213141516171819CONNECT TO EXISTING 8" WATER MAIN WITH8" X 8" TAPPING SLEEVE AND VALVE8" PVC WATER MAIN8" - 22.5° BEND8" - 45° BEND8" - 90° BEND8" GATE VALVE8" X 6" TAPPING SLEEVE AND VALVEFIRE HYDRANT AND G.V. ASSEMBLYSEE DETAIL 1.34, SHEET C1.198" X 4" TAPPING SLEEVE AND VALVE4" FIRE LINEPOST INDICATOR VALVESEE DETAIL 1.33, SHEET C1.19BACKFLOW PREVENTERSEE DETAIL 1.30, SHEET C1.19FIRE DEPARTMENT CONNECTION4" - 90° BENDSEE ARCHITECTURAL DRAWINGSFOR CONNECTION TO BUILDING2" DOUBLE STRAP SERVICESADDLE AND CORPORATION STOP2" SERVICE LINE4" - 45° BENDMETER2" REDUCED PRESSURE BACKFLOW PREVENTERSEE DETAIL 1.31, SHEET C1.1920WATER LINE SCHEDULE SANITARY SEWER SCHEDULEKEY MAPNOTE:1. PROPOSED WATER MAIN IS REQUIRED TO BE INSTALLEDAND TESTED AND RELEASED PRIOR TO REMOVAL OFEXISTING WATER MAIN. LINE STOP OF THE EXISTING WATERMAIN AND RECONNECTION OF THE NEW WATER MAIN SHALLBE PREFORMED SIMULTANEOUS OR AS CLOSE AS POSSIBLESO THAT DOWN TIME OF THE WATER SERVICE IS LIMITED.2. BY-PASS PUMPING WILL BE REQUIRED DURING DEMOLITION,CONSTRUCTION AND TESTING OF THE SANITARY SEWER.3. CONTRACTOR TO VERIFY EXISTING WATER MAINCONNECTION FOR NEW FIRE HYDRANT ASSEMBLY IS OFFMAIN WATER MAIN AND NOT CONNECTED TO THE FIRE LINEMAIN IN THIS AREA.CONSTRUCT DOGHOUSE SANITARY MANHOLEAND CONNECT TO EXISTING 8" MAINS. INV. 45.10, N. INV. 45.25. TOP ELEV. 50.35220 LF ~ 8" PVC @ 0.40% CONCRETE ENCASEPER DETAIL 1.27, SHEET C1.19CONSTRUCT SANITARY MANHOLES. INV. 46.13, NE. INV. 46.20, TOP ELEV. 50.00±45 LF ~ 8" PVC @ 0.40%CONSTRUCT SANITARY MANHOLESW. INV. 46.38, N. INV. 47.80±,TOP ELEV. 51.10± (VERIFY AND CONNECTEXISTING GREASE INTERCEPTORS TOMANHOLE WITH A MIN OF 6" PVC.CONTRACTOR TO VERIFY INVS. UPSTREAMAND DOWNSTREAM CONNECTION POINTSPRIOR TO CONSTRUCTION. CONTRACTOR TOCONTACT ENGINEER WITH RESULTS.)8" X 4" SANITARY WYE, INV. 45.50±6 LF ~ 4" PVC @ 1.67%4" C.O. W/ WYE, INV. 45.60TOP ELEV. 50.7570 LF ~ 24" STEEL CASING WITH 0.25" WALLTHICKNESS. PROVIDE SPACERS. FIELD ANDSHOP WELDS OF CASING PIPE SHALL CONFORMTO AMERICAN WELDING SOCIETYSTANDARD SPECIFICATIONS.6" X 6" WYE - EXTENDED 10' - 6" PVC @ 1.0% MIN.6" CLEANOUT F.L. 42.50LEGENDCHAIN LINK FENCEPROPOSED WATER LINERPROPOSED ELECTRICAL LINE(SEE ELECTRICAL PLANS)EXISTING SANITARY SEWERPROPOSED SANITARY SEWEREXISTING UNDERGROUND ELECTRICEXISTING GAS MAINEXISTING WATER LINEPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTION4" - 22.5° BEND216" - 90° BEND229STABILIZED GRADEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.18CONCRETE2 1/2" SERVICE SADDLE AND 2 1/2" - 5' SERVICELINE PLUGGED FOR FUTURE CONNECTION231011CONFORMED SET36
COURTYARDEXISTING TERMINAL(SEE ARCHITECTURAL PLAN)APPROXIMATE LOCATION OFEXISTING 6" SANITARY SEWEREXISTING CANOPYREMOVE AND REPLACE CURBOPEN CUT AND REPAIREXISTING 8" WATERLINEREMOVE AND REPLACE CURBEXISTING STORM DRAINEXISTING FIREHYDRANT ASSEMBLY654313OPEN CUT SIDEWALKAND REPAIR7PROTECT EXISTING COLUMNRED CLEVELAND BLVD.28910EXISTING 6" PVCMATCH LINE C1.06N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE UTILITY PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650371234567WATER LINE SCHEDULEKEY MAP8" X 6" TAPPING SLEEVE AND VALVE6" PVC FIRE LINE6" 90° BENDPROPOSED 6" BACK FLOW PREVENTERSEE DETAIL 1.30, SHEET C1.19PROPOSED FDCSEE ARCHITECTURAL DRAWINGSFOR CONNECTION TO BUILDINGPOST INDICATOR VALVEWHEN INSTALLING UTILITIES REPAIR ROOF LEADERS AS NECESSARY.LEGENDCHAIN LINK FENCEPROPOSED WATER LINEREXISTING SANITARY SEWEREXISTING UNDERGROUND ELECTRICEXISTING GAS MAINEXISTING WATER LINEPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTION86" TEEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.1898" X 6" TAPPING SLEEVE AND VALVE10FIRE HYDRANT ASSEMBLYSEE DETAIL 1.34, SHEET C1.19CONFORMED SET37
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTGENERATORDCOMPACTORTTRUCK TURN-AROUNDLOA
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N)40'40'110'EXISTINGLOADING DOCKS RAMPAIRLINE AVENUEHANGER ROAD(HC)EXISTING PARKING GARAGE - WEST SIDEROLLING DOOR TYP.LOADING DOCKRAMP23110'R444444TRASH COMPACTOR118'10'24'10'20'18'18'10'RELOCATED STAIRCASEPROPOSED SERVICE ELEVATORTEMPORARYSTABILIZED GRADE12'DUMPSTERTRANSFORMER10'Key Mapwww.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SIGNAGE AND STRIPINGPLAN PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037(HC)71234KEYNOTES SYMBOL LEGEND4" WIDE SINGLE YELLOW PAVEMENT PARKING STRIPE TYP.5' WIDE ACCESSIBLE AISLE STRIPING PAINTEDON PAVEMENT, PER FDOT INDEX 17346SEE DETAIL 1.16, SHEET C1.18WHITE ACCESSIBLE SYMBOL PAINTED ONPAVEMENT, PER FDOT INDEX 17346SEE DETAIL 1.32, SHEET C1.18SYSL/4" SPACED @ 2' O.C. @ 45° BOUND BY SYSL/4"LEGENDSTABILIZED GRADEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.18CONCRETEMATCH LINESAW-CUTREFERENCE BASELINEHANDICAP PARKING SIGNSEE DETAIL 1.15, SHEET C1.18PARKING SPACES PER ROWCONFORMED SET38
(DNE)(DNE)(DNE)(DNE)(S)(S)EXPANDED PONDEXISTING TICKET BOOTHRELOCATED POLEPROPOSED SIGN #1"GARAGE PARKINGTERMINAL DELIVERIES"SVC ONLY115.0'RGATE(SEE ARCHITECTURALDRAWINGS FOR DETAILS)PROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.198PROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.19EXISTING CURBEXISTING CONCRETE FLUMEPROPOSED MESPROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.19PROPOSED INLET TOPPROPOSED TYPE 'H' INLETPROPOSED MES111111111112333(LTO)(S)(SVO)(ST)(SVO)1.H1.HC1.19C1.191.I1.IC1.19C1.192www.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SIGNAGE AND STRIPINGPLAN PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650379NO LEFT TURNSEE DETAIL 1.22, SHEET C1.19DO NOT ENTERSEE DETAIL 1.21, SHEET C1.19STOP SIGN, R1-1 24" X 24"SEE DETAIL 1.23, SHEET C1.19MATCH LINEPARKING SPACES PER ROWREFERENCE BASELINE(NLT)(DNE)(S)LEGENDKEY MAP123KEYNOTES SYMBOL LEGENDWHITE REFLECTIVE DIRECTIONAL ARROWS ON PAVEMENTPER FDOT INDEX NO. 17346. (TYP)SEE DETAIL 1.25, SHEET C1.196" DOUBLE SOLID YELLOW LINES24" WIDE SOLID WHITE PAINTED STOP BARPER FDOT INDEX NO. 17346 (TYP)SEE DETAIL 1.24, SHEET C1.19SERVICE VEHICLES ONLY(SVO)HEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18CONCRETECONFORMED SET39
AIRLINE AVENUEEXISTING PARKING LOTEXISTING PARKING LOTEXISTING TICKET BOOTH(TO REMAIN)PROPOSEDPARKING SIGN #2"ECONOMY PARKING"PROPOSED SIGN #3"GARAGE PARKINGECONOMY PARKING"10.00'20.00'
14.00'60°121334510.00'133www.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SIGNAGE AND STRIPINGPLAN PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650379KEYNOTES SYMBOL LEGENDLEGENDMATCH LINEPARKING SPACES PER ROWREFERENCE BASELINEKEY MAP14" WIDE SINGLE WHITE PAVEMENT PARKING STRIPE (TYP)2SYSL/4", 2' O.C. @ 45° BOUND BY SYSL/4"3WHITE REFLECTIVE DIRECTIONAL ARROWS ON PAVEMENTPER FDOT INDEX NO. 17346 (TYP)SEE DETAIL 1.25, SHEET C1.1946" SKIP WHITE LANE DELINEATION LINEPER FDOT INDEX NO. 1734656" DOUBLE SOLID YELLOW LINESHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18CONCRETECONFORMED SET40
N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014TURN LANE DESIGN PLAN ATINTERSECTION OF E. AIRPORT BLVD.AND RED CLEVELAND BLVD.IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037Key MapLEGENDMATCH LINESAW-CUT / MATCH EXISTINGHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18TYPE "F" CURB WITH CURB CUTNOTE:SEE SIGNAL PLAN FOR TRAFFIC SIGNAL DETAILCONFORMED SET41
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DT(ST)(NLT)TRUCKTURN-AROUNDLOADING DOCKBUILDINGFFE =LOADINGDOCK RAMPBAGGAGE BELTCOURTYARDEXISTING PARKING GARAGE - WEST SIDECOURTYARDPROPOSED BUILDINGNEW TICKETING AREAFFE =BMA AREAEXISTING CHECK-IN AREACOURTYARDEXISTING TERMINAL(SEE ARCHITECTURAL PLAN)EXISTING TERMINAL(SEE ARCHITECTURAL PLAN)FIRE HYDRANTFIRE HYDRANTFIRE HYDRANTGATES 1-5 AND NEW GATES / BAG CLAIMS 4, 5 AND 6PHASE 3SAA OFFICES / WESTERNCBP / BAG CLAIM 3PHASE 1PARKING GARAGETICKETING / GATES 6-12 / SCREENING / BAG CLAIM 1 AND 2PHASE 2LOADING DOCK / BADGING / POLICEPHASE 1FDCFIRE HYDRANTSEE SHEET C3.04 FOR FIRE LINESEE SHEET C1.07 FOR FIRE LINESEE SHEET C1.06 FOR FIRE LINESEE SHEET C2.04 FOR FIRE LINESEE SHEET C1.06 FORF.H. CONNECTIONArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014REFERENCE ONLY FIRE LINE PLANIBDRBJDOJDO1" = 50'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet5050100CONFORMED SET42
Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014BOLLARD LAYOUT PLANIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet404080CONFORMED SET43
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITSITE BENCHMARK # 1GENERATORDCOMPACTORT34203420LOADING DOCKBUILDINGLOADING DOCKRAMPTREE PROTECTIONGUTTER BUDDYSEE DETAIL 1.3, SHEET C1.17CEArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014STORMWATER POLLUTION PREVENTION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet202040TOTAL DISTURBED AREA 1.89 AC.203420SOILS LEGENDSOILS BOUNDARY LINEURBAN LANDMYAKKA AND EAU GALLIE FINE SANDSAREA SUMMARYLEGENDPROPOSED FLOW LINESLIMITS OF DISTURBANCESEEDING/VEGETATION STABILIZATIONPROPOSED INLET PROTECTIONFOR DETAILS, SEE SHEET C1.17SOIL TYPECETEMPORARY CONSTRUCTION EXITSEE DETAIL 1.1, SEE SHEET C1.17CONFORMED SET44
(LTO)(S)(SVO)(ST)(SVO)LIMITS OF DISTURBANCELIMITS OF DISTURBANCEGUTTERBUDDYGUTTERBUDDYGUTTER BUDDYGUTTER BUDDYGUTTER BUDDYSEE DETAIL 1.3, SHEET C1.17LIMITS OF DISTURBANCELIMITS OF DISTURBANCEN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014STORMWATER POLLUTIONPREVENTION PLAN PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037PROPOSED INLET PROTECTIONFOR DETAILS, SEE SHEET C1.17SEEDING/VEGETATION STABILIZATIONSOIL TYPE: X SANDTOTAL DISTURBED AREA 0.85 AC.TEMPORARY SILT FENCELIMITS OF DISTURBANCEPROPOSED FLOW LINESSOILS BOUNDARY LINEPOMELLO FINE SANDS2027LEGENDSOILS LEGENDAREA SUMMARYCONFORMED SET45
LIMITS OF DISTURBANCELIMITS OF DISTURBANCETEMPORARY SILT FENCESEE DETAIL 1.4, SHEET C1.17N0Graphic Scale in Feet202040PROPOSED INLET PROTECTIONFOR DETAILS, SEE SHEET C1.17SEEDING/VEGETATION STABILIZATIONSOIL TYPE: X SANDTOTAL DISTURBED AREA 0.65 AC.TEMPORARY SILT FENCESEE DETAIL 1.4, SHEET C1.17LIMITS OF DISTURBANCEPROPOSED FLOW LINESSOILS BOUNDARY LINEPOMELLO FINE SANDS2027LEGENDSOILS LEGENDAREA SUMMARYwww.sunshine811.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014STORMWATERPOLLUTION PREVENTIONPLAN PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037CONFORMED SET46
SEQUENCE OF CONSTRUCTIONTHE CONTRACTOR SHALL FOLLOW THE SEQUENCE OFCONSTRUCTION AS DESCRIBED BELOW. IF THE CONTRACTORFINDS THAT THE SEQUENCE NEEDS TO BE MODIFIED, THECONTRACTOR SHALL CONTACT THE CEC FOR FURTHERDIRECTION. THE INSTALLATION OR REMOVAL OF BMPS, EARTHDISTURBANCE, GRADING, TEMPORARY STABILIZATION ANDPERMANENT STABILIZATION SHALL BE IMMEDIATELY NOTED IN THESWPPP IMPLEMENTATION LOG AND ON THE SITE MAP. THECONTRACTOR SHALL DISTURB ONLY THOSE AREAS NECESSARYTO INSTALL THE BMPS UNTIL DIRECTED IN THE SEQUENCE TOBEGIN CLEARING AND GRUBBING OPERATIONS. ALL TEMPORARYBMPS SHALL BE REPAIRED AND MAINTAINED UNTIL STABILIZATIONHAS OCCURRED AND THERE IS NO RISK OF DISCHARGE, THENTHEY SHALL BE REMOVED.1. POST A COPY OF THE NOI OR LETTER FROM FDEP CONFIRMINGCOVERAGE UNDER THE GENERIC PERMIT, AND THE NAME ANDPHONE NUMBER OF THE CONTRACTOR'S REPRESENTATIVERESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLINSTALLATION AND MAINTENANCE ON A 24 HOUR BASIS.2. INSTALL PERIMETER CONTROLS IMMEDIATELY DOWNSTREAMOF THE PLANNED LOCATION OF THE CONSTRUCTION EXIT.3. INSTALL STABILIZED CONSTRUCTION EXIT.4. INSTALL REMAINING PERIMETER CONTROLS.5. INSTALL TEMPORARY PARKING AND STORAGE AREAS (TRAILER,PARKING, LAY DOWN, SANITARY FACILITIES, WHEEL WASH,CONCRETE WASHOUT, MASONS AREA, FUEL AND MATERIALSTORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC).6. CONSTRUCT AND STABILIZE THE SEDIMENT BASINS ANDSEDIMENT TRAPS WITH APPROPRIATE OUTFALL STRUCTURES7. CONSTRUCT AND STABILIZE HYDRAULIC CONTROLS (DITCHES,SWALES, DIKES, CHECK DAMS, ETC.).8. BEGIN DEMOLITION, CLEARING AND GRUBBING OPERATIONS ASAPPLICABLE.9. BEGIN CONSTRUCTION OF BUILDING PAD AND STRUCTURES.10. TEMPORARILY SEED, IMMEDIATELY AND THROUGHOUTCONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR7 DAYS OR MORE.11. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBSAND GUTTERS.12. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACHOUTLET STRUCTURE IS INSTALLED.13. INSTALL INLET PROTECTION AROUND ALL STORM SEWERSTRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.14. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEYARE BROUGHT TO FINAL GRADE.15. PREPARE SITE FOR PAVING.16. PAVE SITE.17. INSTALL APPROPRIATE INLET PROTECTION DEVICES FORPAVED AREAS AS WORK PROGRESSES.18. COMPLETE GRADING AND INSTALL PERMANENT STABILIZATIONOVER ALL AREAS.19. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLDEVICES (ONLY IF SITE IS STABILIZED).20. SUBMIT NOTICE OF TERMINATION (NOT) ONCE ALLCONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZEDPER PLAN.NOTE:CONTRACTOR SHALL PAY CLOSE ATTENTION WHEN CLEARING AND/ORGRADING THE SITE TO ENSURE THAT WHEN EXISTING ROOTS AREENCOUNTERED THEY ARE CUT OFF EVENLY WITH CLEAN SHARP PRUNINGTOOLS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING THEDAMAGE OF THE EXISTING ROOT SYSTEMS.JAN* THIS IS ONLY A GUIDE, CONTRACTOR IS TO USE HIS JUDGMENT TO MODIFY AS NEEDED.PERMANENT CONTROL MEASURESFINISH GRADINGSITE CONSTRUCTIONFOUNDATION / BUILDING CONSTRUCTIONROUGH GRADE / SEDIMENT CONTROLSTORM FACILITIESTEMPORARY CONTROL MEASURESCONSTRUCTION ENTRANCEANTICIPATED CONSTRUCTION SEQUENCE*CONSTRUCTION SEQUENCING TABLEFEB MAR APR MAY JUNJUL AUG SEPTHIS PLAN HAS BEEN PREPARED TO ENSURE COMPLIANCE WITH RULES OF THE FLORIDADEPARTMENT OF ENVIRONMENTAL PROTECTION, CHAPTER 17-25-FAC AND THE ST. JOHN'SRIVER WATER MANAGEMENT DISTRICT.SITE DESCRIPTIONA. SITE LOCATION:THE SITE IS LOCATED AT THE LOADING / RECEIVING AREA OF THE ORLANDO SANFORDAIRPORT OFF HANGER ROAD.B. SITE CONDITIONS & ACTIVITIES NARRATIVE: THE EXISTING CONDITION OF THE SITE IS DEVELOPED WITH THE MAJORITY OF THISAREA BEING IMPERVIOUS. THIS AREA WILL REMAIN APPROXIMATELY THE SAMEGRADE WITH THE EXCEPTION BEING THE PROPOSED LOADING DOCK AREA.WETLANDS/BUFFERSTHERE ARE NO WETLANDS ON SITE.SWPPP INTENTTHE INTENT OF THIS SWPPP IS TO COMPLY WITH THE INTENT OF THE GENERIC PERMITAND TO PREVENT THE RELEASE OF SOILS, TRASH, CHEMICALS, TOXINS AND OTHERPOLLUTANTS, BY WATER , AIR, VEHICLE TRANSPORT OR OTHER MEANS THAT CANIMPACT STORM WATER QUALITY. THE CONTRACTOR SHALL OBTAIN A COPY OF THEGENERIC PERMIT AND RETAIN ON-SITE FOR FUTURE REFERENCE. THE CONTRACTORSHALL READ AND UNDERSTAND THE PERMIT, AND ENSURE THAT THE BMP'S AREINSTALLED AND THE EXECUTION OF THE WORK IS PERFORMED TO MEET THE INTENT OFTHE GENERIC PERMIT AND THE SWPPP.POTENTIAL SOURCES OF POLLUTIONTHE POTENTIAL SOURCES OF POLLUTION THAT MAY REASONABLY BE EXPECTED TOAFFECT THE QUALITY OF STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONACTIVITY INCLUDE:GENERAL NOTESA.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILE "NOTICE OF INTENT TO USE GENERICPERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES" (DEP FORM62-621.300(4)(B) OR LATEST VERSION) TO FDEP TO THE FOLLOWING ADDRESS ORTHROUGH THE FDEP ON-LINE SYSTEM AT LEAST TWO (2) DAYS BEFORE COMMENCEMENTOF CONSTRUCTION:NPDES STORMWATER NOTICES CENTER, MS #2510 FLORIDA DEPARTMENT OFENVIRONMENTAL PROTECTION, 2600 BLAIR STONE ROAD, TALLAHASSEE, FLORIDA32399-2400AN ENVIRONMENTAL RESOURCE PERMIT, PERMITTED THROUGH ST. JOHNS RIVERWATER MANAGEMENT DISTRICT, HAS BEEN OBTAINED FOR THIS PROJECT. PERMIT TO BEPROVIDED.MS4 OPERATOR NAME (IF ANY): SEMINOLE COUNTY ENVIRONMENTAL SERVICES.THE CONTRACTOR SHALL PROVIDE A COPY OF THE NOI AND SUBSEQUENT NOT TO THEMS4. THE CONTRACTOR SHALL ALSO COORDINATE WITH THE MS4 TO ENSURE THAT ALLSPECIFIC REQUIREMENTS ARE MET.B.WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES. SWALES SHALL BECONSTRUCTED AS SHOWN ON PLANS.C. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OFSURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILETHE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYEDAS NEEDED IN ACCORDANCE WITH THE FOLLOWING:I. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICALUPSTREAM LOCATION.II. NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES SHALL BEPROTECTED DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYEDIMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION.III. PERIMETER EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL FINAL SITESTABILIZATION HAS BEEN ESTABLISHEDD. CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZEUNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER. GENERAL EROSION CONTROLBMP'S SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND OFF-SITE SEDIMENTATION.WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEYSHOULD BE EMPLOYED PRIOR TO ANY CONSTRUCTION ACTIVITY.E. THE CONTRACTOR SHALL FURNISH, INSTALL PER THE SEQUENCE OF CONSTRUCTION,MAINTAIN AND SUBSEQUENTLY REMOVE, ALL NECESSARY TEMPORARY BMPS. THECONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY PERMANENT BMPS.F. THE CONTRACTOR SHALL ADJUST, ADD OR MODIFY BMPS AS NECESSARY TO COMPLYWITH THE INTENT OF THE GENERIC NPDES PERMIT AND THE SWPPP FOR NO ADDITIONALCOMPENSATION. THE CONTRACTOR SHALL CONSULT WITH THE CEC PRIOR TOADJUSTING, ADDING OR MODIFYING BMPS THAT AFFECT THE HYDRAULICS OF THE SITEOR BEFORE ADDING BMPS NOT DETAILED IN THE SWPPP.G. THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATEEROSION, SEDIMENT, AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THEDESIGN PROCESS. HOWEVER, THE CONTRACTOR IS REQUIRED TO PROVIDE ANYADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANYADJACENT LOWLAND PARCEL OR RECEIVING WATER.H.EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THEFIRST STEP IN CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYINGWITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSIONCONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BECONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THISPROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDENTUPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/ORAS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE OWNER, THEIRREPRESENTATIVES, OR THE APPLICABLE JURISDICTIONAL AUTHORITIES. THESEADDITIONAL MEASURES (IF NEEDED) SHALL BE INSTALLED AT NO ADDITIONAL COST TOTHE OWNER. IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN AREONLY SUGGESTED BEST MANAGEMENT PRACTICES (BMPS). THE CONTRACTOR SHALLPROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED INFDOT INDEXES #100 THROUGH #102 AND AS NECESSARY FOR EACH SPECIFICAPPLICATION. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THESTORMWATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCESESTABLISHED BY ANY OF THE APPLICABLE JURISDICTIONAL AUTHORITIES.I DISCHARGES RESULTING FROM GROUND WATER DEWATERING ACTIVITIES ARE NOTCOVERED BY THE NPDES GENERIC PERMIT. SEPARATE PERMIT COVERAGE MUST BEOBTAINED BY THE CONTRACTOR UNDER THE DEPARTMENT'S GENERIC PERMIT FORDISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITEACTIVITY PURSUANT TO SUBSECTION 62-621.300(2), F.A.C.J. THE CONTRACTOR SHALL ENSURE THAT THE CONTRACTOR AND ALL SUBCONTRACTORSRESPONSIBLE FOR IMPLEMENTING SWPPP CONTROL MEASURES FILL OUT THECONTRACTOR / SUBCONTRACTOR CERTIFICATION TABLE INCLUDED IN THIS SWPPP.K. THE CONTRACTOR SHALL COMPLETE THE CONSTRUCTION SEQUENCE TABLE INCLUDINGIN THIS SWPPP PRIOR TO PROCEEDING WITH THE INSTALLATION OF BMPS AND PRIOR TOGROUND DISTURBING ACTIVITIES. THE CONTRACTOR SHALL COMPLETE THE TABLE WITHANTICIPATED DATES IN WHICH THE BMP WILL BE UTILIZED OR THE ACTIVITY WILL OCCUR.STABILIZATIONA. STABILIZATION MEASURES SHALL BE INITIATED IMMEDIATELY IN PORTIONS OF THE SITEWHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ANDWILL REMAIN UNDISTURBED FOR 7 DAYS OR MORE. STABILIZE BY COVERING WITHADEQUATE AMOUNTS OF MULCH OVER SEED AND PERIODICALLY WATER TO PROMOTEAND MAINTAIN GROWTH OF THE TEMPORARY GROUNDCOVER, OR BY THE USE OF ANAPPROPRIATE ALTERNATIVE BMP.B. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHESOR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINALGRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREAIMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROLMEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINEDUNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED.C. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:1V SHALL BE SODDEDIMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED.DUST CONTROLA. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TOMINIMIZE THE TRANSPORT OF FUGITIVE DUST. IN NO CASE SHALL FUGITIVE DUST BEALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION.B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BEVEGETATED.C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/ORVEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORTOF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BEEMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST CONTROL FENCES. IFREQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE DETAIL FOR A SILT FENCE EXCEPT THE MINIMUM HEIGHT SHALL BE 4 FEET.WASTE MANAGEMENTA. THE CONTRACTOR SHALL ENSURE THAT ALL WASTE AND DEBRIS ARE MANAGED DAILYSUCH THAT THEY WILL NOT IMPACT STORMWATER OR LEAVE THE PERMITTED AREA, ANDDISPOSED OF PROPERLY IN ACCORDANCE WITH APPLICABLE STATE, LOCAL ANDFEDERAL REGULATIONS.B. THE CONTRACTOR SHALL ENSURE THAT ALL CHEMICALS, OILS, FUELS, HAZARDOUSWASTE, UNIVERSAL WASTE AND TOXIC SUBSTANCES ARE PROPERLY MANAGED ANDDISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERALREGULATIONS. THE CONTRACTOR SHALL ENSURE THAT WASTE IS NOT DISCHARGEDFROM THE SITE, AND DOES NOT IMPACT STORMWATER OR GROUNDWATER.C. THE CONTRACTOR SHALL PROVIDE APPROPRIATE AND ADEQUATE WASHOUT FACILITIESTO ENSURE THAT CHEMICALS AND WASTE IS NOT DISCHARGED FROM THE SITE, AND DONOT IMPACT STORMWATER OR GROUNDWATER. (E.G. CONCRETE/MASONRY WASHOUT,PAINT WASHOUT, EIFS, ETC.) THE CONTRACTOR SHALL CLEAN UP SPILLS PROMPTLYAND ENSURE THAT WASHOUT AREAS ARE PROPERLY MAINTAINED TO PROVIDEADEQUATE VOLUME TO PREVENT OVERFLOW.D. THE CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY FACILITIES FOR SITEPERSONNEL, MAINTAIN THROUGHOUT CONSTRUCTION, AND PROVIDE FOR PROPERDISPOSAL IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERALREGULATIONS. SANITARY FACILITIES SHALL BE PROPERLY SECURED TO PREVENTTIPPING.E. WHEN A SPILL OF REPORTABLE QUANTITIES IS DISCOVERED ON THE SITE, THECONTRACTOR SHALL CLEAN UP ALL SPILLED MATERIALS AND DISPOSE OF INACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. THE CONTRACTOR SHALLNOTIFY THE APPROPRIATE AUTHORITIES IN ACCORDANCE WITH APPLICABLE LAWS ANDREGULATIONS, THE OWNER AND PROJECT ENGINEER. THE CONTRACTOR SHALL RETAINCLEANUP INFORMATION AS WELL AS DISPOSAL MANIFESTS WITH THEIR SWPPP.MATERIALS MANAGEMENT, AND EQUIPMENT STAGING AND MAINTENANCEA. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BEWASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF. STOCKPILED MATERIALSHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES.B. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BEDESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGEFEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS.CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS AROUND, ANDSEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OR OIL,GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTOR SHALL HAVEAVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLSIMMEDIATELY AFTER ANY OCCURRENCE.C. THE CONTRACTOR SHALL ENSURE THAT ALL TOXIC / HAZARDOUS SUBSTANCES ANDCHEMICALS ARE PROPERLY STORED, OUT OF THE WEATHER, AND USED IN ACCORDANCEWITH MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL ENSURE THATTHESE PRODUCTS ARE USED IN SUCH A MANNER THAT WILL NOT NEGATIVELY IMPACTSTORMWATER, GROUNDWATER OR PROTECTED SPECIES.D. THE CONTRACTOR SHALL ENSURE THAT ALL MATERIALS, EQUIPMENT, DEBRIS, WASTE,TRAILERS, AND OTHER SUPPORT RELATED ITEMS ARE CONTAINED WITHIN THEPERMITTED LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL ENSURE THAT THESTORAGE AND USE OF SUCH ITEMS DOES NOT NEGATIVELY IMPACT STORMWATER ORGROUNDWATER.OFFSITE VEHICLE TRACKINGA. THE CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION EXIT IS USED BY ALLVEHICLES AND EQUIPMENT ENTERING OR LEAVING THE JOBSITE. THE CONTRACTORSHALL MONITOR AND MAINTAIN THE CONSTRUCTION EXIT TO ENSURE THAT NO SOILSARE TRACKED OFFSITE BY TIRES OR TRACKS, AND THAT NO SOILS ARE SPILLED BYTRUCKS OR EQUIPMENT LEAVING THE SITE. ALL TRACKED OR SPILLED SOILS SHALL BESHOVELED OR SWEPT FROM THE ROADWAY AND RETURNED TO THE SITE. WATER SHALLNOT BE USED TO CLEAN THE SOILS FROM THE ROADWAY UNLESS THE WATER AND SOILSARE RECOVERED BY THE USE OF A VACUUM TRUCK OR SIMILAR DEVICE.FERTILIZERS, HERBICIDES AND PESTICIDESA. THE CONTRACTOR SHALL ENSURE THAT ALL FERTILIZERS, HERBICIDES, PESTICIDES ANDSIMILAR PRODUCTS ARE PROPERLY STORED, OUT OF THE WEATHER, AND APPLIED INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALLENSURE THAT THESE PRODUCTS ARE USED IN SUCH A MANNER THAT WILL NOTNEGATIVELY IMPACT STORMWATER, GROUNDWATER OR PROTECTED SPECIES.B. NUTRIENTS SHALL BE APPLIED ONLY AT RATES NECESSARY TO ESTABLISH AND MAINTAINVEGETATION.INSPECTIONS AND MAINTENANCEA. THE CONTRACTOR SHALL INSPECT BMPS (I.E. DISCHARGE LOCATIONS, CONSTRUCTIONEXIT, PERIMETER CONTROLS, INLET PROTECTION, STABILIZATION, EROSION CONTROL,DOCUMENTATION, WASTE DISPOSAL AREAS, MATERIAL STORAGE AREAS, ETC.) TODETERMINE IF CONSTRUCTION ACTIVITIES HAVE ALTERED THE EFFECTIVENESS BMPS,CONFIRM BMPS ARE ACHIEVING PERMIT COMPLIANCE, AND MAINTAIN BMPS AT LEASTONCE EVERY SEVEN (7) CALENDAR DAYS, AND WITHIN 24 HOURS AFTER A RAINSTORM INEXCESS OF 0.50 INCHES.B. THE CONTRACTOR SHALL REPORT ALL INSPECTION FINDINGS AND CORRECTIVE ACTIONSTAKEN AS A RESULT OF THE INSPECTION USING THE STORMWATER POLLUTIONPREVENTION PLAN INSPECTION REPORT FORM PROVIDED BY FDEP OR AN EQUIVALENTFORM. INSPECTION REPORTS SHALL BE SIGNED BY THE INSPECTOR AND MAINTAINEDFOR FUTURE REFERENCE AS NEEDED. THE INSPECTOR MUST BE A QUALIFIED EROSIONAND SEDIMENT CONTROL INSPECTOR AS DEFINED BY THE FLORIDA DEPARTMENT OFENVIRONMENTAL PROTECTION.C. ANY MAINTENANCE, REPAIR AND NECESSARY REVISIONS TO BMP ITEMS SHALL BEADDRESSED IN A TIMELY MANNER, BUT IN NO CASE LATER THAN 7 CALENDAR DAYSFOLLOWING THE INSPECTION. UNLESS OTHERWISE SPECIFIED, ACCUMULATEDSEDIMENTS SHOULD BE REMOVED BEFORE THEY REACH ONE-HALF OF THE CAPACITY OFTHE CONTROL DEVICE.ALLOWABLE NON-STORMWATER DISCHARGESTHE GENERIC PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITHCONSTRUCTION ACTIVITIES PROHIBIT MOST NON-STORMWATER DISCHARGES DURINGTHE CONSTRUCTION PHASE. ALLOWABLE NON-STORMWATER DISCHARGES THAT OCCURDURING CONSTRUCTION ON THIS PROJECT PER PART IV.A.3 OF THE GENERIC PERMITARE: DISCHARGES FROM FIREFIGHTING ACTIVITIES; FIRE HYDRANT FLUSHING; WATERUSED TO SPRAY OFF LOOSE SOLIDS FROM VEHICLES (WASTEWATER FROM A MORETHOROUGH CLEANING, INCLUDING THE USE OF DETERGENTS OR OTHER CLEANERS ISNOT AUTHORIZED BY THIS PART) OR CONTROL DUST IN ACCORDANCE WITH PARTV.D.2.C.(2) OF THE GENERIC PERMIT; POTABLE WATER SOURCES INCLUDING WATERLINEFLUSHINGS; IRRIGATION DRAINAGE; ROUTINE EXTERNAL BUILDING WASHDOWN WHICHDOES NOT USE DETERGENTS; PAVEMENT WASHWATERS WHERE SPILLS OR LEAKS OFTOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED (UNLESS ALL SPILLEDMATERIAL HAS BEEN REMOVED) AND WHERE DETERGENTS ARE NOT USED; AIRCONDITIONING CONDENSATE; SPRINGS; AND FOUNDATION OR FOOTING DRAINS WHEREFLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS.RETENTION OF RECORDSTHE PERMITTEE SHALL RETAIN COPIES OF STORMWATER POLLUTION PREVENTIONPLANS AND ALL REPORTS REQUIRED BY THIS PERMIT, AND RECORDS OF ALL DATA USEDTO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT, FOR A PERIODOF AT LEAST THREE (3) YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED."I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with asystem designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of theperson or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is,to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting falseinformation, including the possibility of fine and imprisonment for knowing violations."Name (Operator and/or Responsible AuthorityDateProject Name and location information:ELEVATIONRUNOFFGROUNDUNDISTURBED3'-0"(MIN.)12"COMPACTED BACKFILL(MIN)4" X 6" TRENCH WITH PONDING HEIGHTFILTER FABRIC ATTACHSECURELY TO UPSTREAMSIDE OF POSTPONDING HEIGHTFILTER FABRIC ATTACHSECURELY TO UPSTREAMSIDE OF POST(MIN.)3'-0"RUNOFF12"(MIN.)GROUNDUNDISTURBEDSTANDARD DETAILALTERNATE DETAIL A9" MAX.(RECOMMENDED)STORAGE HT.8"TRENCH WITH GRAVELTRENCH WITH NATIVE BACKFILLGRAVELFINISH GRADEFLOWFLOWFLOW10' MAX. SPACING W/ WIRESUPPORT FENCE/6' MAX.SPACING W/OUT WIRESUPPORT FENCESTEEL OR 2" X 2"WOOD POSTNOTES:1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENTOFF-SITE AND CAN BE PERMANENTLY STABILIZED.3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.EXTRA STRENGTHFILTER FABRIC NEEDEDWITHOUT WIRE MESHSUPPORTSTEEL OR 2" X 2"WOOD POSTPONDING HEIGHTFILTER FABRIC ATTACHSECURELY TO UPSTREAMSIDE OF POST(MIN.)3'-0"RUNOFF12"(MIN.)GROUNDUNDISTURBEDALTERNATE DETAIL B9" MAX.(RECOMMENDED)STORAGE HT.FOR TREE DRIP LINE OR SIDEWALKSSAND BAGS5% SLOPEDIKE IF NEEDEDTEMPORARYLESS THANFLOWDRAIN GRATEPLAN VIEWNOTES:1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLYLEVEL DRAINAGE AREAS. (LESS THAN 5%).2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THEGROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROMBYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ONTHE DOWNSLOPE SIDE OF THE STRUCTURE.3. FASTEN FRAMING TO STRUCTURE TO ALLOW GRATE REMOVAL.4. LEAVE EXPOSED EDGE TO ALLOW FOR PAVING TO GRADEGRATE2" X 4" VERTICALSUPPORT EACHCORNER (INSTALL TOALLOW GRATEREMOVAL)2" X 4" BRACE @CENTER2" X 4" TAP CON, 16" O.C.,3/16" X 2-3/4" (TYPICAL ALLSIDES)2"X4" PT BOX ALLSIDESWIRE FILTER FABRIC(RUN UNDER 2" X 4"AND INSIDE FRAME ANDSTAPLE IT TO SAME)RUN FILTER FABRICUNDER GRATE &OVER STRUCTUREGEOTEXTILE BAGOVERFLOW HOLESLOOPS SIZED FOR 1" REBAR.USE REBAR FOR A HANDLE TOEMPTY FILTER SACK AT ASEDIMENT COLLECTIONLOCATION.LOOPS SIZED FOR 2"X1/4"RECTANGULAR BAR. LIFTFILTER BAG FROM INLET USINGRECTANGULAR BAR FORHANDLES.2"X2"X3/4"RUBBERBLOCK (TYP)PROFILE VIEW OFINSTALLED FILTER SACKGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYPROPERTIES TEST METHOD UNITSASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491300 LBS20 %120 LBS800 PSI120 LBS80 %40 US SIEVE40 GAL/MIN/SQ FT0.55 SEC -1GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYPROPERTIES TEST METHOD UNITSASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEMODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE265 LBS20 %135 LBS420 PSI45 LBS90 %20 US SIEVE200 GAL/MIN/SQ FT1.5 SEC -1INLET GRATE1/4" BRIGHTLYCOLORED NYLONROPE EXPANSIONRESTRAINTISOMETRIC VIEWSECTION VIEWSECURE RECTANGULAR BAR TO ORUNDER SURROUNDING SURFACE.1/4" BRIGHTLY COLOREDNYLON ROPE EXPANSIONRESTRAINTDEPTH = DFINISHGRADE1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLYCOLORED EXPANSION RESTRAINT CAN NO LONGERBE SEEN.2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENEFABRIC THAT MEETS OR EXCEEDS REQUIREMENTS INTHE SPECIFICATIONS TABLE.3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVERINLET GRATE WHEN OIL SPILLS ARE A CONCERN.4. INSPECT PER REGULATORY EQUIREMENTS.5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCHTHE INSIDE WIDTH OF THE GRATED INLET BOX.6. THE DEPTH, "D", OF THE FILTER SACK SHALL BEBETWEEN 18 INCHES AND 36 INCHES.7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCHTHE INSIDE LENGTH OF THE GRATED INLET BOX.8. EXTRA CARE SHALL BE TAKEN TO ENSURE REGULARMAINTENANCE OF FILTER SACKS USED IN RIGHT OFWAY TO ENSURE ADEQUATE DRAINAGE CAPACITY.CAUTION: BAGGED INLET PROTECTIONREQUIRES ADDITIONAL MAINTENANCETO ENSURE THAT THE BMP FUNCTIONSPROPERLY AND DOES NOT CAUSEFLOODING.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014STORMWATER POLLUTION PREVENTIONDETAILS PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N.T.S.TEMPORARY CONSTRUCTION EXIT DETAIL1.1N.T.S.FILTER FABRIC INLET PROTECTION DETAIL1.2N.T.S.CURB INLET PROTECTION DETAIL1.3N.T.S.SEDIMENTATION / SILT FENCE1.4N.T.S.GEOTEXTILE BAG INLET PROTECTION DETAIL1.5SECTION 1.B - 1.B1.B1.BDIVERSION RIDGE REQUIREDWHERE GRADE EXCEEDS 2%EXISTING PAVEDROADWAYFILTER FABRIC2% OR GREATERSPILLWAYSEDIMENT BARRIER(SANDBAG TYPE SHOWN)SUPPLY WATER TO WASHWHEELS IF NECESSARY25'R20' MIN.20'R MIN.DIVERSION RIDGE50' MIN.2"-3" COARSE AGGREGATE6" THICK MIN.FLOWFLOWFLOWFLO
WNOTE:USE SANDBAGS, SILT FENCE,OR OTHER APPROVED METHODSTO CHANNELIZE RUNOFF TO BASINAS REQUIREDNOTE:1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENTTRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THISMAY REQUIRE TOP DRESSING REPAIR AND/OR CLEANOUT OF ANY MEASURESUSED TO TRAP SEDIMENT.2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTOPUBLIC RIGHT-OF-WAY.3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZEDWITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP ORSEDIMENT BASIN.SECTION 1.A - 1.A1.A1.APLANCONFORMED SET47
3'SEE SITE PLAN 60" MIN. WIDTHLANDING5' MIN.4"4" THICK CONCRETESIDEWALK SECTIONRAMPPAVEMENTSIDEWALK FLUSH WITH PAVEMENTRAMP1:12 MAX.1:12 MAX.MONOLITHIC CONCRETEHANDICAP RAMP (3000 PSI)ACCESSIBLE PARKING SPACEACCESSIBLE PARKING SPACEACCESSIBLE AISLE6"8"6"*PAVEMENT18"2"RBASE3/4" RJOINTSEAL1/2" EXP JOINT AND PREFORMEDJOINT FILLER (SEE NOTE 1)Sidewalk6' Min.4' Min.Sidewalk Curb(Where Necessary)0.020.02LandingRamp0.021:12Ramp1:12Sidewalk(5" Min.)Ramp Width(4' Min.)Ramp1:12NOTE:SEE THE LATEST EDITION OF THE FDOT INDEX FORADDITIONAL INFORMATION.1. 3/4"x4" PREMOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK.2. EXPANSION JOINTS MAXIMUM DISTANCE = 100', USED 3/4"x4" PREMOLDED EXPANSION MATERIAL.3. CONTRACTION JOINTS MAXIMUM DISTANCE = 21', SAW CUT 2" DEEP AND FILL WITH EPOXY.4. SAW CUT JOINTS WITHIN 24 HOURS.5. BROOM FINISH UNLESS NOTED OTHERWISE.FTP-22-0412" MIN. 18" STD.12"12" MIN. 18" STD.6"18"1"1"1"1"1"1"1"1"1"1-1/2"2" OR4"6" MIN.9" STD.FTP-20-041-1/2"84" MIN2"6"3" GALV. STL. POLE*NOTES:SIGNS FTP-20-04 & FTP-22-04 SHALL BE IN ACCORDANCE WITHF.D.O.T. INDEX NO. 17355 AND SHALL MEET THE REQUIREMENTSOF FLORIDA STATUTES 316.1955 AND 316.1956.WHEN NEEDED.SUPPLEMENTAL PANEL TO BE USED AS PER LOCAL REQUIREMENTS*4" BLUE STRIPING4" WHITE SYMBOL12'50:1HANDICAP PARKINGSIGN (SEE DETAIL)4" WHITE STRIPENOTE:PARKING STALLS SHALL BE MARKED WITH WHITE& BLUE PAINT PER FLORIDA ACCESSBILITY CODESECTION 4.6.1.PER PLAN18' (TYP.) 4" WHITE STRIPE@4' O.C.2" TYP.LC CONC. SIDEWALK5'45°CONC. WHEEL STOP4" WHITE STRIPEEDGE OF PAVEMENTNOTES:2. ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITYCODE FOR BUILDING CONSTRUCTION, CHAPTER 4, DATED 2012.AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH CHAPTER 4 SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES AND WITH ALL ACCESSIBLE SPACES ABD ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILSWITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE LOCATION OF HANDICAPPED PARKING STALLS, LOADING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA STATUTES AND THE FLORIDA ACCESSIBILITY CODE. CURB RAMPSSHALL NOT EXCEED 12:1 SLOPES PARKING SPACE AND AISLENOTE: (HANDICAP SIGN ONLY)ALL LETTERS SHALL BE BLACK AND SHALL CONFORM TO FDOT "ROADWAYAND TRAFFIC DESIGN STANDARDS".TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE)BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER.BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERINGGRADE) WHITE BACKGROUND WITH BLACK BORDER.ONE SIGN REQUIRED FOR EACH PARKING SPACE.HEIGHT OF SIGN SHALL BE 7' ABOVE GROUND IN ACCORDANCE WITH FDOT"ROADWAY AND TRAFFIC DESIGN STANDARDS".SHALL NOT EXCEED 50:1 CROSS-SLOPE. (TLO 11-26-96) 12-11-961. NUMBERS FOR ADDRESSING SHALL BE CLEARLY VISIBLE FROM THE RIGHTOF WAY, WEATHER RESISTANT AND CONTRASTING WITH THE BACKGROUND.NUMERALS SHALL BE NO LESS THAN 6 INCHES IN HEIGHT AND 1/2" WIDE 3. A SEPARATE BUILDING PERMIT (ISSUED BY THE BUILDING DIVISION)IS REQUIRED FOR ANY SIGNAGE.FOR ALL BUILDINGS.8" LIMEROCK BASE COURSE OR RECLAIMED CONCRETEAGGREGATE BASE, HAVING A MINIMUM LBR OF 100, COMPACTEDTO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BYTHE PROCTOR PROCEDURE AND IN ACCORDANCE WITHREQUIREMENTS OF SECTIONS 200 AND 911 OF THE FDOTSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION.12" MINIMUM STABILIZED SUB-GRADE HAVING A MINIMUM LBR OF40, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITYAS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE ANDIN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION.BCA2" FDOT TYPE SP-9.5 ASPHALTIC CONCRETE IN ACCORDANCE WITH SECTION 334 AND COMPACTED IN COMPLIANCE WITH SECTION 330-331 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. BAC6" LIMEROCK BASE COURSE OR RECLAIMED CONCRETEAGGREGATE BASE, HAVING A MINIMUM LBR OF 100, COMPACTEDTO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BYTHE PROCTOR PROCEDURE AND IN ACCORDANCE WITHREQUIREMENTS OF SECTIONS 200 AND 911 OF THE FDOTSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION.12" MINIMUM STABILIZED SUB-GRADE HAVING A MINIMUM LBR OF40, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITYAS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE ANDIN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION.BCA1.5" FDOT TYPE SP-9.5I ASPHALTIC CONCRETE IN ACCORDANCE WITH SECTION 334 AND COMPACTED IN COMPLIANCE WITH SECTION 330-331 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. BACCURBING GENERAL NOTES 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 3000 PSI.2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTERS FOR ALL CURBS.6' Min.18" DIA. CONCRETEFOOTINGFINISH SURFACE3'-0"4'-0"3"6" DIA. ,CONC. FILLED#40 STEEL BOLLARD WITH1/4" YELLOW, DOMED TOPSLEEVE REQUIRED2"R3"RArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014GENERAL DETAILSIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037PAVEMENTTOP OF CURB3'TRANS.ELEVATION VIEWN.T.S.SIDEWALK RAMP1.6N.T.S.PEDESTRIAN CROSSING SIGN1.8N.T.S.HEAVY DUTY FLEXIBLE PAVEMENTCONSTRUCTION DETAIL1.11N.T.S.LIGHT DUTY FLEXIBLE PAVEMENTCONSTRUCTION DETAIL1.12N.T.S.INTEGRAL CONCRETE SIDEWALK1.7N.T.S.TYPE D CURB DETAIL1.9N.T.S.TYPE F CURB AND GUTTER1.10N.T.S.ACCESSIBLE SIGN DETAIL1.15N.T.S.HANDICAP PARKING STALL STRIPING DETAIL1.16N.T.S.NOSE DOWN CURB DETAIL1.17N.T.S.FDOT INDEX 304 CR-C RAMP DETAIL1.18N.T.S.FDOT INDEX 304 CR-E RAMP DETAIL1.19N.T.S.BOLLARD DETAIL1.20N.T.S.CONCRETE SIDEWALK DETAIL1.14BAC4" LIMEROCK BASE COURSE OR RECLAIMED CONCRETEAGGREGATE BASE, HAVING A MINIMUM LBR OF 100, COMPACTEDTO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BYTHE PROCTOR PROCEDURE AND IN ACCORDANCE WITHREQUIREMENTS OF SECTIONS 200 AND 911 OF THE FDOTSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION.4" MINIMUM STABILIZED SUB-GRADE HAVING A MINIMUM LBR OF40, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITYAS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE ANDIN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION.BCACOMPACTED SUBGRADE6" P.C. NON-REINFORCED CONCRETE PAVEMENTN.T.S.6" CONCRETE PAVEMENT1.13SECTION 1.C - 1.C1.C1.C3'- 0"7 1/2"7 1/2"1'-2"1'-10"N.T.S.CONCRETE VALLEY GUTTER DETAIL1.29SECTION 1.K - 1.K1.K1.K6 1/4"2'7 1/2"1' - 2"10"3/4" R.SLOPE TO FITDRIVEWAYNOTES:1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATIONCLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 3000 PSI.2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTEDAT INTERVALS NOT TO EXCEED 10' - 0" ON CENTERS FOR ALL CURBS.N.T.S.CONCRETE MIAMI CURB1.28CONFORMED SET48
NOTE: ALL TRAFFIC FLOW ARROWS TO BE REFLECTIVE YELLOW PAINT PER SPECS.Typ.1'-9"1'-0"3'-9"Typ.Typ.2'-0"RIGHT TURNTyp.1'-0"4'-9"2'-0"RTyp.LEFT TURN4'-9"2'-0"R1'-0"4"Typ.3' MIN FROMFACE OF CURBSIGNAGEEDGE OF THE CROSSWALKSTOP BAR TO BE PLACED 4' MIN. FROM EDGEOF CROSS WALK (PER FDOT MUTCD 2000),UNLESS OTHERWISE SHOWN ON THE SITEPLAN."STOP" BAR SHALL BE 24" WIDE AND 12' FOOT LONG,OR AS SHOWN ON SITE PLAN, WHITE REFLECTIVEPAINT. (SEE SITE PLAN FOR LOCATIONS)4' MIN.2' MIN.R1-1R5-1Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014GENERAL DETAILSIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650376" CURB2'REOP3'6"SEE PLAN18"CONC. 3,000 PSI4"6"C & GSEE GRADING PLANFOR SLOPE4"10"CONCRETE: 28 DAY COMPRESSION STRENGTH, 3,000P.S.I., 4"THICK MINIMUM W/ 6X6-W1.4XW1.4 WWF.PLAN VIEW10'10'20'6"2500 P.S.I.CLASS D CONCRETE8" DIA. PVC SANITATION PIPEFINISHED GRADEN.T.S.DO NOT ENTER SIGN1.21N.T.S.FLUME DETAIL1.26N.T.S.CONCRETE ENCASEMENT DETAIL1.27N.T.S.TRAFFIC FLOW ARROWS1.25N.T.S.STOP BAR DETAIL WITH SIGNAGE1.24N.T.S.STOP SIGN1.23N.T.S.NO LEFT / NO RIGHT TURN SIGNS1.22SECTION 1.D - 1.DSECTION 1.E - 1.E1.D1.D1.E1.E5'4"4.53 s.f.USE OF PAVEMENT SYMBOL IN ACCESSIBLEPARKING SPACES IS OPTIONAL, WHEN USED THESYMBOL SHALL BE 3' OR 5' HIGH AND WHITE IN COLORN.T.S.UNIVERSAL SYMBOL OF ACCESSIBILITY1.32DOUBLE CHECK OR REDUCEDPRESSURE ZONE DETECTORASSEMBLY AS APPROVED BY THE CITYTEST COCK (TYP.)FLANGED 90°BEND (2 REQ.)O.S. & Y. RESILIENTSEAT GATE VALVE.(2 REQUIRED)RODS ON D.I.P. RISER (TYP.)4" CONCRETE SLABWITH NO. 6 X 6W10 X W10WIRE MESH1/2" PREFORMED JOINTMATERIAL BETWEENPIPE AND CONCRETESLAB (TYP.)THRUST COLLAR RODDED TO90° BEND OR AS REQUIREDBY THE CITYADJUSTABLE PIPESUPPORT STANDSTHRUST COLLAR RODDED TO 90° BENDOR RESTRAINED BACK TO VALVEAS REQUIRED BY THE CITY90° BEND (2 REQUIRED)36" MIN.COVER24"12" MIN.36" MAX.SLOPESLOPETOSERVICEFROMMAIN3 INCH AND ABOVE ASSEMBLYDETECTOR METERBALL VALVE(2 REQUIRED)DOUBLE CHECK VALVEASSEMBLY (MIN.)CONCRETE SLAB5'0" MIN.1'0" MIN.2'-0"MIN.ABOVE GROUND DEVICE WITHDETECTOR BYPASSN.T.S.DOUBLE CHECK OR REDUCED PRESSUREZONE DETECTOR ASSEMBLY1.30DOUBLE CHECK ORREDUCED PRESSURE DEVICEUNIONFINISHEDGRADEUNIONSCHEDULE 40 GALVANIZEDPIPE AND FITTINGS ORSCHEDULE 80 PVC PIPEAND FITTINGSMETER BOX AND LIDTO BE FLUSH WITHFINISHED GRADECURBSHUT OFF VALVE4" TO 6"METERCURB STOPSERVICE LINECORP. STOPDOUBLE STRAP SADDLEWATER MAIN12" TO 30"ABOVE GRADE⅊NOTES:1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADEBETWEEN ALL GALVANIZED AND BRASS COMPONENTS.2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURBWHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASESHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS.3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWOCOATS OF BLACK EXTERIOR ENAMEL.N.T.S.DOMESTIC METER AND DOUBLE CHECK VALVEOR REDUCED PRESSURE ZONE ASSEMBLY1.31HYDRANTOPERATING NUT24" SQUARE AND6" THICK REINFORCEDCONCRETE SHEAR PAD(SEE NOTE 2, THIS SHEET)2 - #4 AT 9"O.C. ALL AROUNDCOMPACTEDBACKFILLSEE NOTE 3,THIS SHEET6" BEDDING ROCK6" PIPEMECHANICAL JOINT WITHRESTRAINERS (TYP.)RESILIENT SEAT GATEVALVE AND BOX(SEE FIGURE 400)M J HYDRANTANCHORING TEEVALVE PAD(SEE FIGURE 107)AS REQUIREDPUMPER NOZZLEFACING STREET18" MIN.24" MAX.VARIES12" MIN.6"NOTES:1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH APERMANENTLY PLUGGED WEEP HOLE.2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THEFINISHED GRADE AND SOD THE RECESSED SECTION.3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12INCH MINIMUM.4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81AOR CLOW MEDALLION F-2545.5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THEUTILITIES MANUAL.6. CONTRACTOR SHALL PROVIDE THE CITY WITH HYDRANT WRENCHES AND VALVEKEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL.OPENCAST 2 PLACES180° APART5"12" DIA.6-1/4" DIA.6.84"30"DEPTH OF TRENCH AS SPECIFIED BY CUSTOMERGROUND LINE3.38"1/2" NPT TAPFOR TAMPERSWITCH(4) 3/4 DIA. BCON 10-1/2" DIA. BCNOTES:1. UL LISTED AND FM APPROVED2. POST MAY BE ORDERED IN THE FOLLOWING WAYS:ORDER PER A SPECIFIC APPLICATION. SPECIFY VALVE SIZE, DEPTH OF TRENCHAND OPEN DIRECTION POST IS TO BE USED WITH. THE POST IS INSTALLED AS ISWITH NO MODIFICATIONSIF POSTS ARE STOCKED: SPECIFY MOST COMMON VALVE SIZE ANTICIPATED,LONGEST DEPTH OF TRENCH ANTICIPATED, OPEN DIRECTION (IF KNOWN) OR A"DUAL ARROW" POST MAY BE ORDERED AND MODIFIED TO OPEN LEFT OR RIGHT.STOCKED POSTS WILL REQUIRE MODIFICATIONS AT THE TIME OF INSTALLATION.N.T.S.FIRE HYDRANT ASSEMBLY DETAIL1.34N.T.S.IP-71 INDICATOR POST1.33CONFORMED SET49
Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014ROADWAY SIGNAGE PLANIBDRBJDOJDON.T.S.10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037NAirport SignDesignatorProposed ChangesDimensionsAReplace left panel with updated language.24' x 12'BNo change.11' x 6'CReplace left panel with updated language.26' x 8'DReplace both panels with updated langauge.26' x 16'ENo change.6' x 6'FRemove Sign and Base.10' x 11'GReplace panels with updated language.12' x 10'HRemove sign and Base10' x 11'IReplace panel with updated language.26' x 18'JNo change.8' x 6'KNo change.8' x 6'LReplace panel with updated language.8' x 6'MNo change.8' x 7'NNo change.12' x 17'OReplace both panels with updated langauge.(2) 14' x 17'PRemove sign and base.10' x 8'QRemove sign and base.10' x 8'RRemove sign and base.10' x 6'SNo change.16' x 8'TReplace all panels with updated language.(3) 12' x 17'UNo change.8' x 8'VNo change.8' x 8'WReplace both panels with updated langauge.(2) 19' x 17'XNo change.10' x 8'YRelocate.10' x 8'ZReplace panel with updated language.10' x 10'AAReplace panel with updated language.10' x 11'BBNo change.19' x 17'CCNo change.11' x 6'DDNo change.19' x 17'EENew sign and foundation.10' x 11'FFReplace panel with updated language.10' X 8'CONFORMED SET50
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J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:03am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014SHEET LAYOUTPHASE 11"=100'SCALE: 1"= 100'50 1002000Know what'sRL1.00L1.01L1.02L1.03L1.04L1.05L1.06L1.07L1.08RED CLEVELAND BLVD.HANGAR RD.AIRLINE AVE.AIRPORT RD.1CONFORMED SET51
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6 SESESESESESESESESE666PROPOSED SEMINOLE CHIPSAPPLIED AT A 3" DEPTHPROPOSED SITE LIGHT TYP.PROPOSED SEMINOLE CHIPSAPPLIED AT A 3" DEPTHRE-SOD AREAS DISTURBEDDURING CONSTRUCTIONPROPOSED SEMINOLE CHIPSAPPLIED AT A 3" DEPTHPROP. EXPANSIONJOINT TYP.PROP. SCORE JOINTTYP.PROP. EXPANSIONJOINT TYP.PROP. SCORE JOINTTYP.1N. 1614615.60E. 577397.35N. 1614598.78E. 577380.10N. 1614599.08E. 577365.11N. 1614557.17E. 577322.16N. 1614557.54E. 577292.09N. 1614553.83E. 577282.81N. 1614539.86E. 577268.49521.4760.63PROPOSED PRECASETCONCRETE WALL PER FDOTINDEX 5200, TOP OF POSTCOLLARS ARE TO BE A MINIMUM1.0' BELOW FINISHED GRADE TOALLOW FOR SIDEWALK CROSSINGAND PLANT MEDIUM. PANELLENGTHS ARE AS SHOWN ANDHEIGHTS 8'.REFER TO CIVIL PLANS FORDETAIL AND SPECIFICATIONSL1 RK1 RED KNOCKOUT ROSELI CRAPE MYRTLECH EUROPEAN FAN PALMLC DWARF RUBY LOROPETALUM LJ1JAPANESE LIGUSTRUMTREESPLANT LIST - PHASE 1SYM. COMMON NAMESP SABAL PALMIV DWARD YAUPON HOLLYVOSWEET VIBURNUMSOD ST. AUGUSTINE GRASSSM DWARF SABAL PALMETTO PX XANADUE PHILODENDRONTA TRICOLOR JASMINEAA LILY OF THE NILELCDWARF RUBY LOROPETALUM GROUNDCOVERCV LIL JOHN BOTTLE BRUSHSR ORANGE BIRD OF PARADISESHRUBS LI1 CRAPE MYRTLESNWHITE BIRD OF PARADISETS DWARF OYSTER PLANTDT VARIEGATED BLUEBERRY FLAX LILY PSA WHITE FOUNTAIN GRASSAZ VARIEGATED SHELL GINGERMC MUHLY GRASSMC1 MUHLY GRASSZP COONTIETD DWARF FAKAHATCHEE GRASS TPC CANARY ISLAND DATE PALMLN NATCHEZ CRAPE MYRTLEJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Sep 18, 2017 - 1:00pm dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510200LANDSCAPE AREA 1SCALE: 1" = 10'PHASE 1LANDSCAPE AREA 1Know what'sR108/11/17DRB09-18-17 ADDENDUM #4 FDOT INDEX 5200 WALL DRB3CONFORMED SET52
SITE BENCHMARK # 2L1MATCHLINE L1.02TA961SR3CV56AA114PX37PX72CV70MC191LC40RED CLEVELAND BLVD.RENTAL CAR RETURNMATCHLINE L1.01NOTE:EXISTING TREES,PALMS, SHRUBS AND GROUND COVERSARE TO BE REMOVED.EXISTING WATER LINEEXISTING ELECTRICAL LINEEXISTING CURBEXISTING PAVEMENTAPPROX. LOC.EXISTING POLE W/ LIGHTEXISTING FENCE APPROX. LOC.RK1 RED KNOCKOUT ROSELI CRAPE MYRTLECH EUROPEAN FAN PALMLC DWARF RUBY LOROPETALUM LJ1JAPANESE LIGUSTRUMTREESPLANT LIST - PHASE 1SYM. COMMON NAMESP SABAL PALMIV DWARD YAUPON HOLLYVOSWEET VIBURNUMSOD ST. AUGUSTINE GRASSSM DWARF SABAL PALMETTO PX XANADUE PHILODENDRONTA TRICOLOR JASMINEAA LILY OF THE NILELCDWARF RUBY LOROPETALUM GROUNDCOVERCV LIL JOHN BOTTLE BRUSHSR ORANGE BIRD OF PARADISESHRUBS LI1 CRAPE MYRTLESNWHITE BIRD OF PARADISETS DWARF OYSTER PLANTDT VARIEGATED BLUEBERRY FLAX LILY PSA WHITE FOUNTAIN GRASSAZ VARIEGATED SHELL GINGERMC MUHLY GRASSMC1 MUHLY GRASSZP COONTIETD DWARF FAKAHATCHEE GRASSPC CANARY ISLAND DATE PALMLN NATCHEZ CRAPE MYRTLEJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:03am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 1LANDSCAPE AREA 2LANDSCAPE AREA 2SCALE: 1" = 10'1CONFORMED SET53
SITE BENCHMARK # 2 L1
MATCHLINE L1.03MATCHLINE L1.02MATCHLINE L1 02TA1309SR3SR3SR3SR3SR3SR3MC12CV29LC103AA54AA54MC74PX257AA54CV10RED CLEVELAND BLVD.MATCHLINE L1.01NOTE:EXISTING TREES, SHRUBS AND GROUNDCOVERS ARE TO BEREMOVED.H RECEPTACLEEXISTING ELECTRICAL LINESEXISTING WATER LINEEXISTING FENCETRK1 RED KNOCKOUT ROSERLI CRAPE MYRTLECH EUROPEAN FAN PALMLC DWARF RUBY LOROPETALUM LLJ1JAPANESE LIGUSTRUMTREESPLANT LIST - PHASE 1SYM. COMMON NAMESP SABAL PALMSIV DWARD YAUPON HOLLYIVOSWEET VIBURNUMVSOD ST. AUGUSTINE GRASSSSM DWARF SABAL PALMETTO SPX XANADUE PHILODENDRONPTA TRICOLOR JASMINETAA LILY OF THE NILEALCDWARF RUBY LOROPETALUM LGROUNDCOVERCV LIL JOHN BOTTLE BRUSHCSR ORANGE BIRD OF PARADISE SSHRUBS LI1 CRAPE MYRTLELSNWHITE BIRD OF PARADISESTS DWARF OYSTER PLANTTDT VARIEGATED BLUEBERRY FLAX LILY DPSA WHITE FOUNTAIN GRASSPAZ VARIEGATED SHELL GINGER AMC MUHLY GRASSMMC1 MUHLY GRASSMZP COONTIEZTD DWARF FAKAHATCHEE GRASS TPC CANARY ISLAND DATE PALM PLN NATCHEZ CRAPE MYRTLELJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:03am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 1LANDSCAPE AREA 3LANDSCAPE AREA 3SCALE: 1" = 10'1CONFORMED SET54
SITE BENCHMARK # 2 L1
MATCHLINE L1.04MATCHLINE L1.02MATCHLINE L1.03TA1316MC46SR3SR3SR3SR3AA54PX149LC85CV24AA44MC52RED CLEVELAND BLVD.NOTE:EXISTING TREES, SHRUBS AND GROUNDCOVERS ARE TO BEREMOVED.EXISTING WATER LINEEXISTING FIRE HYDRANTEXISTING ELECTRIC(2) EXISTING PALMS ARE TO REMAINEXISTING FENCEEXISTING POLE W/ LIGHT10' x 10' SIGHT TRIANGLEPROP. FDCRK1 RED KNOCKOUT ROSELI CRAPE MYRTLECH EUROPEAN FAN PALMLC DWARF RUBY LOROPETALUM LJ1JAPANESE LIGUSTRUMTREESPLANT LIST - PHASE 1SYM. COMMON NAMESP SABAL PALMIV DWARD YAUPON HOLLYVOSWEET VIBURNUMVSOD ST. AUGUSTINE GRASSSM DWARF SABAL PALMETTO PX XANADUE PHILODENDRONTA TRICOLOR JASMINEAA LILY OF THE NILELCDWARF RUBY LOROPETALUM GROUNDCOVERCV LIL JOHN BOTTLE BRUSHSR ORANGE BIRD OF PARADISESHRUBS LI1 CRAPE MYRTLESNWHITE BIRD OF PARADISETS DWARF OYSTER PLANTTDT VARIEGATED BLUEBERRY FLAX LILY PSA WHITE FOUNTAIN GRASSAZ VARIEGATED SHELL GINGER AMC MUHLY GRASSMC1 MUHLY GRASSZP COONTIEZTD DWARF FAKAHATCHEE GRASS TPC CANARY ISLAND DATE PALMLN NATCHEZ CRAPE MYRTLEJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:04am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 1LANDSCAPE AREA 4LANDSCAPE AREA 4SCALE: 1" = 10'1CONFORMED SET55
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RENTAL CAR COUNTEREXISTING TERMINALMATCHLINE L1.04MATCHLINE L2.00MATCHLINE L1.03TA692TA140TA453NOTES 1. THE LOCATION OF THE EXISTING SHRUBS, HEDGE, AND PALMS ARE APPROXIMATE.RED CLEVELAND BLVD.3.0'PSA42TS93DT72PSA63TS80TS88PSA21DT106PSA34TS86EXISTING BACK FLOW PREVENTERSEXISTING WATER VALVESEXISTING FIRE HYDRANTEXISTING COVERED CROSSWALKREMOVE EXISTING CRINUM LILYEXISTING QUEEN PALM TO BE REMOVEDEXISTING PALMS TO REMAINEXISTING PALMS TO REMAINEXISTING SHRUB TO REMAINEXISTING HEDGEAPPROX. LOCATIONTO REMAINEXISTING WATER LINE10' X 10' SIGHT TRIANGLE10' X 10' SIGHT TRIANGLETYP.RK1 RED KNOCKOUT ROSERLI CRAPE MYRTLECH EUROPEAN FAN PALMLC DWARF RUBY LOROPETALUM LLJ1JAPANESE LIGUSTRUMTREESPLANT LIST - PHASE 1SYM. COMMON NAMESP SABAL PALM SIV DWARD YAUPON HOLLYVOSWEET VIBURNUMVSOD ST. AUGUSTINE GRASSSSM DWARF SABAL PALMETTO SPX XANADUE PHILODENDRONTA TRICOLOR JASMINEAA LILY OF THE NILELCDWARF RUBY LOROPETALUM LGROUNDCOVERCV LIL JOHN BOTTLE BRUSHCSR ORANGE BIRD OF PARADISE SSHRUBS LI1 CRAPE MYRTLELSNWHITE BIRD OF PARADISESTS DWARF OYSTER PLANTTDT VARIEGATED BLUEBERRY FLAX LILY DPSA WHITE FOUNTAIN GRASSPAZ VARIEGATED SHELL GINGER AMC MUHLY GRASSMMC1 MUHLY GRASSMZP COONTIEZTD DWARF FAKAHATCHEE GRASS TPC CANARY ISLAND DATE PALM PLN NATCHEZ CRAPE MYRTLELJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:04am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 1LANDSCAPE AREA 5LANDSCAPE AREA 5SCALE: 1" = 10'1CONFORMED SET56
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RK140SODSODT2T3IV30RED CLEVELAND BLVD.EXISTINGPARKINGGARAGEAIRLINE AVE.RED CLEVELAND BLVD.RED CLEVELAND BLVD.SR3SR3VO36PC8MATCHLINE L2.00SN2LN4IV23IV45SR3SFSESESESESESESESESG1SG1SG1SG1SFSFSESESESEREFER TO ELECTRICALSHEET 2-OB-E204REFER TO ELECTRICALSHEET 2-OB-E203FLAG POLE RELOCATEDEXISTING ALUMINUM RAIL10' X 10' SIGHT TRIANGLEPROP. UP LIGHTING TYP. REFER TO ELECTRICAL PLANSREMOVE EXISTING PALMREMOVE EXISTING PALMREMOVE EXISTING PALMEXISTING GAS LINEEXISTING WATER LINTEEXISTING ELECTRIC LINEEXISTING FDCEXISTINGWATER LINEEXISTING SIGNEXISTING FIRE HYDRANTPROVIDE 2 1/2" SLEEVE FORELECTRICAL (2) 3/4" SITELIGHTING CONDUITSEXISTING SIGN TO BE RELOCATEDSP2LI CRAPE MYRTLECH EUROPEAN FAN PALMLJ1JAPANESE LIGUSTRUMTREESPLANT LIST - PHASE 1SYM. COMMON NAMESP SABAL PALMVOSWEET VIBURNUMSM DWARF SABAL PALMETTO LCDWARF RUBY LOROPETALUM SR ORANGE BIRD OF PARADISESHRUBS LI1 CRAPE MYRTLESNWHITE BIRD OF PARADISEPC CANARY ISLAND DATE PALMLN NATCHEZ CRAPE MYRTLERK1 RED KNOCKOUT ROSELC DWARF RUBY LOROPETALUM IV DWARD YAUPON HOLLYSOD ST. AUGUSTINE GRASSPX XANADUE PHILODENDRONTA TRICOLOR JASMINEAA LILY OF THE NILEGROUNDCOVERCV LIL JOHN BOTTLE BRUSHTS DWARF OYSTER PLANTDT VARIEGATED BLUEBERRY FLAX LILY PSA WHITE FOUNTAIN GRASSAZ VARIEGATED SHELL GINGER AMC MUHLY GRASSMC1 MUHLY GRASSZP COONTIETD DWARF FAKAHATCHEE GRASS TJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:04am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 1 LANDSCAPE AREA 6LANDSCAPE AREA 6SCALE: 1" = 10'1CONFORMED SET57
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J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:04am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE PLANPHASE 11"=30'Key MapSCALE: 1"= 30'15 30600Know what'sRPHASE 1LANDSCAPE AREA 7LANDSCAPE AREA 7SCALE: 1" = 30'1CONFORMED SET58
SITE BENCHMARK # 2 L1
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:05am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE PLANPHASE 11"=30'Key MapSCALE: 1"= 30'15 30600Know what'sRPHASE 1LANDSCAPE AREA 8LANDSCAPE AREA 8SCALE: 1" = 30'1CONFORMED SET59
SITE BENCHMARK # 2 L1
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Sep 18, 2017 - 12:57pm dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE PLANPHASE 11"=30'Key MapSCALE: 1"= 10'510200Know what'sRPHASE 1 LANDSCAPE AREA 9SN1SR1SR1LANDSCAPE AREA 9SCALE: 1" = 10'1SN109-18-17 ADDENDUM #4 FDOT INDEX 5200 WALL DRB11CONFORMED SET60
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:05am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE DETAILSSHRUB/GROUNDCOVER SPACING PLANEDGE OF BEDLINENOTE: LOCATE PLANTS IN A TRIANGULAR PATTERNAS SHOWN, SPACED EQUIDISTANT FROM EACHOTHER (AT SPACING SPECIFIED IN THE PLANT LIST).EDGE OF PAVEMENT OR CURBN.T.S.GRASSDDDOVERALL HEIGHTCLEAR WOODCLEAR TRUNKMATRIX B PALMLEAFBASESSABAL PALM(NO CROWN SHAFT)1' MIN120°EDGE OF TRENCH8' LODGE POLEEDGE OF ROOTBALLCENTER OF TREEROOT BALL MIN. 3 INCHES ABOVEGRADE4 INCHES MULCH - MAINTAIN 3-4INCHES CLEAR RADIUS AROUNDTRUNKCUT CIRCULAR ROOTS8' LODGE POLEBACKFILL MIXED WITH APPROVED TOPSOILUNDISTURBED SUBSOIL4 INCH DEEP SAUCERN.T.S.1/2" NYLON STRAPPLAN12"3"NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.CONTAINER TREE PLANTING DETAILSTEEL BANDTOE NAIL5-2X4X16 WOOD BATTENS5 LAYERS OF BURLAP6'-0" MIN.N.T.S.AVOID CONTACT WITH TRUNK1 1/2"-2" APPROVED MULCHREMOVED BEFORE PLANTINGMATERIALS SHALL BE COMPLETELYALL ROOT BALL COVERINGBACKFILL MIXED WITH APPROVED TOPSOILFINISHED GRADE4" OF SAND PLACED ON BACKFILLBIODEGRADABLE TWINE. HEADMINIMUM. TIE FRONDS WITH5-7 HEALTHY FRONDSGRADE.SHALL BE LOCATED IN RELATIONSTEEL BANDS TO SECURE BATTENSAFTER SETTLEMENT, APPROX. 1" ABOVEIS EVEN WITH THE FINISHED GRADEPLANT SO THAT TOP OF ROOT BALLTRUNK. HEIGHT OF BATTENSTO THE HEIGHT OF THE PALM.DO NOT NAIL BATTENS TO PALMDURING PLANTING PROCESSSECURE BATTENS WITH 2-3/4"PUSHES IT OPEN.TO REMAIN TIED UNTIL PALM3-2X4 WOOD BRACES STAKED WITH A2X4X24" STAKE PAD BURIED 3" BELOWFINISHED GRADE AT TIME OF PLANTING.PALM STAKING DETAIL& 25% ORGANIC COMPOSTSOIL BERMMINIMUM 3" MULCHIN GROUNDCOVER PLANTING BEDSUNDISTURBED SUBSOILBACKFILL MIXED WITH 75% APPROVED TOPSOIL -PROVIDE MINIMUM PIT CLEARANCE AROUND ROOT BALL OF 6" SIDES AND BOTTOM.-MAINTAIN 3"-4" MULCH FREE ZONE AROUND BASE OF PLANT.IF SHRUB IS B & B, THEN REMOVE BURLAP &ROPE FROM TOP 1/3 OF BALL4 INCHES MULCH ( SEE LANDSCAPENOTES FOR TYPE OF MULCH )MINIMUM 12" DEPTH OF PLANTING SOILNTSSHRUB AND GROUNDCOVER PLANTING DETAIL3' MIN.* ALL PALMS TO HAVE CLEAR WOOD INDICATED ABOVEUNLESS OTHERWISE SPECIFIED.PALM HEIGHT/TRUNKSPECIFICATIONSOVERALL HEIGHT(OA):HIGHEST POINT IN THE CANOPY MEASURED FROM THESOIL LINE TO THE NATURAL POSITION OF THE LAST FULLYEXPANDED LEAF. UNLESS SPECIFIED DIFFERENTLY, THETERM HEIGHT, OR HEIGHT MEASUREMENTS SPECIFIED,WILL BE CONSIDERED OVERALL HEIGHT.CLEAR TRUNK(CT):A MEASUREMENT FROM THE SOIL LINE TO A POINT IN THECANOPY WHERE THE TRUNK CALIPER BEGINS TO TAPERABRUPTLY. ON MANY PALMS, THIS POINT WILL LIE AT THEBASE OF THE PETIOLE OF THE THIRD OR FOURTHYOUNGEST BUT FULLY EXPANDED LEAF.CLEAR WOOD(CW):A MEASUREMENT FROM THE SOIL LINE TO THE HIGHESTPOINT OF THE TRUNK FREE OF PERSISTENT LEAF BASES.ON PALMS WITH A CROWN SHAFT, THE MEASURE WILL BEFROM THE SOIL LINE TO THE BASE OF THE CROWN SHAFT.IT SHOULD BE NOTED THAT PALMS WITH VERYPERSISTENT LEAF BASES MAY NOT HAVE CLEAR WOOD.DPI INSPECTIONNOTES(REQUIRED)D.P.I. PALM INSPECTION NOTE:ALL PALMS SHALL HAVE A VALID ANDCURRENT STATE OF FLORIDA, DIVISION OFPLANT INDUSTRY (DPI) INSPECTIONCERTIFICATION PRIOR TO BEINGTRANSPORTED TO THE CONSTRUCTIONSITE. THE DPI CERTIFICATION MUST BESUBMITTED TO CPH AND A COPY OF THISCERTIFICTION MUST BE PROVIDED TO THEGENERAL CONTRACTOR AND MAINTAINEDWITH THE CONSTRUCTION RECORDS.D.P.I. INSPECTION OF ALL PLANTMATERIAL:ALL TREES, SHRUBS AND SOD WILL HAVE AVALID AND CURRENT STATE OF FLORIDA,DIVISION OF PLANT INDUSTRY (DPI)INSPECTION CERTIFICATION PRIOR TOBEING TRANSPORTED TO THECONSTRUCTION SITE. THE DPICERTIFICATION MUST BE SUBMITTED TOCPH AND A COPY OF THIS CERTIFICATIONMUST BE PROVIDED TO THE GENERALCONTRACTOR AND MAINTAINED WITH THECONSTRUCTION RECORDS.MULTI-TRUNK CONTAINER TREE PLANTING DETAILSPREADNTSHEIGHTCLEAR TRUNK (C.T.)OVERALL (O.H.)HEIGHT3"12"1' MIN1/2" NYLON STRAP4 INCH DEEP SAUCERUNDISTURBED SUBSOILBACKFILL MIX8' LODGE POLECUT CIRCULAR ROOTS4 INCHES MULCH - MAINTAIN 3-4INCHES CLEAR RADIUS AROUNDTRUNKROOT BALL MIN. 3 INCHES ABOVEGRADEPHASE 1OVERALL HEIGHTCLEAR TRUNKCLEAR WOODBUDMATRIX D PALMDATE PALMDPI INSPECTION NOTES(REQUIRED)D.P.I. PALM INSPECTION NOTE:ALL PALMS SHALL HAVE A VALID AND CURRENTSTATE OF FLORIDA, DIVISION OF PLANT INDUSTRY(DPI) INSPECTION CERTIFICATION PRIOR TO BEINGTRANSPORTED TO THE CONSTRUCTION SITE. THEDPI CERTIFICATION MUST BE SUBMITTED TO CPHAND A COPY OF THIS CERTIFICATION MUST BEPROVIDED TO THE GENERAL CONTRACTOR ANDMAINTAINED WITH THE CONSTRUCTION RECORDS.DPI INSPECTION NOTES(REQUIRED)D.P.I. INSPECTION OF ALL PLANT MATERIAL:ALL TREES, SHRUBS AND SOD WILL HAVE A VALIDAND CURRENT STATE OF FLORIDA, DIVISION OFPLANT INDUSTRY (DPI) INSPECTIONCERTIFICATION PRIOR TO BEING TRANSPORTEDTO THE CONSTRUCTION SITE. THE DPICERTIFICATION MUST BE SUBMITTED TO CPH ANDA COPY OF THIS CERTIFICATION MUST BEPROVIDED TO THE GENERAL CONTRACTOR ANDMAINTAINED WITH THE CONSTRUCTION RECORDS.Four (4) foot high 14.5 guage wire 2"x2" mesh fencing shall be installed encompassing the drip line of each tree, or one foot indiameter for each inch of trunk diameter, whichever is greater. When surveyed fencing shall be moved to the edge of the treeprotection area (TPA) as indicated on plans and be maintained through completion of construction.Landscaping within TPA shall not disturb existing soil profiles. Eight inches of potting soil shall be imported and evenly spread toprovide a planting medium within TPA.Pruning shall be completed under direct observation by the Designated Forester of CPH Engineers, Inc. or owner designated ISAcertified arborist and be accomplished by an arborist with five years or more experience pruning live oaks to ISA standards. Arboristmust obtain approval from the owner prior to commencement of pruning activities. Two week advance notification is required.Saved trees shall be pruned to remove dead and damaged wood, correct structural defects and to provide access and visibility.Utility lines and/or irrigation lines shall not occur within the TPA.Roto-tilling, disking, root raking or other clearing methods that disturb the soil profile are expressly prohibited.Brush and weeds occuring within the TPA shall be cleared by hand or utilizing only the mower of a light wheeled farm tractor (lessthan 60 hp). During such activities soil profiles shall not be disturbed.Grade changes shall not occur within the TPA. No fill shall be added, removed or stored within the TPA with exception of prescribedpotting soil (see item 10).All equipment and/or materials are prohibited within the TPA. Including but not limited to cement wash-out, chemicals, fuel orequipment servicing.Where the TPA occurs within 10 feet of the tree trunk, a trenching device shall be used to sever tree roots. Root raking shall notoccur before roots have been cleanly severed.8.9.10.1.6.7.5.4.2.3.TREE PROTECTION NOTES:STEEL TEE POST W/ CAPSWIRE MESH W/ TWISTED WIREDRIVE INTO GROUND, 6' O.C. (ATTACHDRIPLINE OF TREE IS THE EXTENT OF ITS LIMITS6' TYP.2' ORANGE FLAGGING TAPE@ 30" O.C.TREE PROTECTION DETAILN.T.S.4' H, 14.5 GAUGE WIRE MESHFENCE, 2" X 2" MESH,INSTALLED AT @ TREEDRIPLINE1LANDSCAPE NOTES:1. The landscape Contractor shall be responsible for all materials and all work as called for on the Landscape Plans and in the LandscapeSpecifications. In the event of variation between quantities shown on plant list and the plans, the plans shall control. The LandscapeContractor shall verify all quantities and report any discrepancies at the time of bidding.2. The Landscape Contractor shall review architectural/engineering plans and become thoroughly familiar with surface and subsurface utilities.3. Prior to construction, the contractor shall be responsible for locating all underground utilities and shall avoid damage to all utilities during thecourse of the work. Locations of existing buried utility lines shown on the plans are based upon best available information and are consideredto be approximate. It shall be the responsibility of the contractor 1) to verify the locations of utility lines within and adjacent to the work area 2)to protect all utility lines during the construction period 3) to repair any and all damage to utilities, structures, site appurtenances, etc. whichoccurs as a result of the construction 4) To field adjust the location of proposed trees and palms 10' off the center of the utility lines. Notify theLandscape Architect if a 10' offset does not function.4. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the irrigation work to assure availability andproper location of irrigation items and plants.5. Contractor shall ensure that there are no visual obstructions to vehicle lines of sight and traffic controls. Contractor shall field adjust treeand/or large shrub locations to avoid any such obstructions.6. Trees shall be maintained by the owner to avoid future such obstructions by pruning trees and/or shrubs as necessary utilizing horticulturallysound techniques.7. All planting shall be performed by personnel familiar with planting procedure and under the supervision of a qualified planting foreman.8. All plant material shall be graded Florida No. 1 or better as outlined under Grades and Standards for Nursery Stock, Part I and II, publishedby the Florida Department of Agriculture and Consumer Services.9. The Landscape Architect or Owner shall have the right, at any stage of the operations, to reject any and all work and materials which, in hisopinion, do not meet with the requirements of these specifications.10. Except as otherwise specified, the Landscape Contractor's work shall conform to accepted horticultural practices as used in the trade.11. The minimum acceptable size of all plants, measured after pruning, with branches in normal positions, shall conform to the measurementsspecified on the plant list or as indicated on the landscape drawing. Height and spread dimensions refer to main body of the plant and notextreme branch tip to tip. Trunk caliper (trunk diameter) is measured 6 inches from the ground on trees up to and including 4 inches in caliper,and 12 inches from the ground for larger trees. Since trunks are seldom round, the average of the largest diameter and that perpendicular toit is referred to as caliper.12. Plants shall be protected upon arrival at the site, by being thoroughly watered and properly maintained until planted.13. All tree pits shall be excavated to size and depth in accordance with the Florida Grades & Standards for Nursery Stock, unless shownotherwise on the drawings, and backfilled with the specified planting soil. The Landscape Contractor shall test fill all tree pits with waterbefore planting to assure proper drainage percolation is available.14. The Landscape Contractor shall be responsible for proper watering of all plants. All plants shall be thoroughly watered at time of planting andkept adequately watered until time of acceptance. It shall be the Landscape Contractor's responsibility to assure that plants are not overwatered.15. It shall be the Landscape Contractor's responsibility to prevent plants from falling or being blown over, to re-straighten and replant all plantswhich lean or fall and to replace all plants which are damaged due to lack of proper guying or staking. The Landscape Contractor shall belegally liable for any damage caused by instability of any plant material.16. All Palms to be staked as indicated per Palm staking details. All other trees to be stabilized utilizing 8' lodge poles per tree planting details.17. Plants blown over by high winds, within the guaranteed period, shall not be cause for additional expense to the Owner, but shall be theresponsibility of the Landscape Contractor. Damaged plants shall be replaced by the Landscape Contractor at no additional cost to theOwner.18. Sod shall be of a species specified on the drawings and originate from a commercial turf grower. It shall be a dense stand of live turf,reasonably free of weeds, well matted with grass roots in rectangles 12 inch by 24 inch or in 12 inch wide rolls in a length consistent with theequipment and methods used to handle the rolls and place the sod. Any netting contained within the sod shall be certified by themanufacturer to be bio-degradable. The soil and root mat shall be a minimum of 1-1/2 inch thick and must hold together during placement. Sod shall be place adjacent to one another to avoid gaps and overlaps. Joints shall be staggered between the rows. Sod placed on slopesexceeding 3:1 shall be pinned with turf staples. Sod turf, shall have been mowed a minimum of one week prior to cutting and delivery, sothat the length of the turf is no longer than 4 inches at time of delivery. Place sod within 48 hours of cutting the sod. The sod shall be keptmoist throughout the 48 hour period to maintain the health and viability of the sod. Submit a letter of certification to the Owner's CEIRepresentative, at time of delivery, as to the source of the sod, the time it was cut, the species and cultivars provided, last mowing date, andthat the sod is free of fire ants. Sod which has been cut for longer than 48 hours after being cut shall not be used unless specificallyauthorized by Owner's CEI Representative.19. It shall be the Contractor's responsibility to measure and determine the exact quantity of sod required for a complete job at the time of biddingor providing a price quote. The Owner shall not be responsible for additional cost due to the Contractor's under estimating of the quantity ofsod for the original bid area.20. The Landscape Contractor shall insure adequate vertical drainage in all plant beds, planters, and sod areas. Vertical drilling through anycompacted fill to native soil shall be accomplished to insure drainage. If well drained fill is necessary to assure positive drainage, this issueshall be brought up by the Landscape Contractor at time of bidding.21. The Landscape Contractor shall insure that his work does not interrupt established or projected drainage patterns.22. The Landscape Contractor shall prune, shape and remove dead foliage/limbs from existing plant material to remain. Confirm with theLandscape Architect or Owner the extent of work required at time of Bidding.23. Mulch - All plant beds shall be top dressed with 4" shredded hardwood mulch (or approved equal).24. Transplanted Material - The Landscape Contractor shall be responsible for determining and evaluating which plant materials are suitable fortransplanting and shall verify this with the Landscape Architect or Owner. The Landscape Contractor shall take all reasonable, horticulturallyacceptable measures to assure the successful transplanting of determined plant materials. The Landscape Contractor shall be responsiblefor replacing any relocated plant materials which die if such measures are not taken, as determined by the Landscape Architect or Owner.Replacement plants shall be of identical species and size if required.25. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE:Maintenance shall commence after each plant is planted and the maintenance period shall continue until the job or specific phase of the jobis accepted by the Landscape Architect or Owner. Extreme care shall be taken to instruct the Owner or his representatives in generalmaintenance procedures.Plant maintenance shall include watering, pruning, weeding, cultivating, mulching, tightening, and repairing of guys, replacement of sick ordead plants, resetting plants to proper grades or upright positions and restoration of the planting saucer and all other care needed for propergrowth of the plants.During the maintenance period and up to the date of final acceptance, the Landscape Contractor shall do all seasonal spraying and/ordusting of trees and shrubs. Upon completion of all planting, an inspection for acceptance of work will be held. The Landscape Contractorshall notify the Landscape Architect or Owner for scheduling of the inspection 10 days prior to the anticipated date.At the time of the inspection, if all of the materials are acceptable, a written notice will be given by the Landscape Architect or Owner to theLandscape Contractor Stating the date when the Maintenance Period ends.GUARANTEE AND REPLACEMENT:All plant materials shall be guaranteed for one (1) year from the time of final inspection and interim acceptance shall be alive and insatisfactory growth for each specific kind of plant at the end of the guaranteed period.At the end of the guarantee period, any plant required under this contract that is dead or not in satisfactory growth, as determined by theOwner or the Landscape Architect, shall be removed and replaced. Replacement plants shall have an extended guarantee, as noted above,from time of replacement.All replacements shall be planted of the same kind and size as specified on the plant list. They shall be the responsibility of the LandscapeContractor.26. TOPSOILTopsoil shall be natural, friable, fertile, fine loamy soil possessing characteristics of representative topsoil in the vicinity that produces heavygrowth. Topsoil shall have a pH range of 5.5 to 7.4, free from subsoil, objectionable weeds, litter, sods, stiff clay, stones larger than 1-inch indiameter, stumps, roots, trash, toxic substances, or any other material which may be harmful to plant growth or hinder planting operations.Top soil shall contain a minimum of three percent organic material.27. UNSUITABLE SUBSOILSLocations containing unsuitable subsoil shall be treated by one or more of the following:A. Where unsuitability is deemed by Owner or Owner's Representative to be due to excessive compaction caused by heavyequipment and where natural subsoil is other than AASHTO classification of A6 or A7, loosen such areas with spikes,discing, or other means to loosen soil to condition acceptable to Owner. Loosen soil to minimum depth of 12 inches withadditional loosening as required to obtain adequate drainage. Contractor may introduce peat moss, sand, or organicmatter into the subsoil to obtain adequate measures shall be considered as incidental, without additional cost to Owner.B. Where unsuitability is deemed by Owner or Owner's Representative to be due to presence of boards, mortar, concrete,graded aggregate base, or other construction materials in sub grade and where natural subsoil is other than AASHTOclassification of A6 or A7, remove debris and objectionable material. Such remedial measures shall be considered asincidental, without additional cost to Owner.C. Where unsuitability is deemed by Owner to be because natural subsoil falls into AASHTO classification of A6 or A7 andcontains moisture in excess of 30 percent, then installation of sub drainage system or other means described elsewhere inSpecifications shall be used. Where such conditions have not been known or revealed prior to planting time and they havenot been recognized in preparation of The Drawings and Specifications, then Owner shall issue pricing order to installproper remedial measures.D. Planting beds where existing subsoil is determined by Owner to be unsuitable for plant growth in accordance paragraphUnsuitable Subsoil herein shall be excavated to a depth of 12 inches or as needed to provide adequate drainage. Replaceexcavated soil with planting soil.CONFORMED SET61
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RK1 RED KNOCKOUT ROSEROSA 'KNOCKOUT'3 GAL., 15" MIN. HT., 12" SPRD., 30" O.C.40LI CRAPE MYRTLELAGERSTROEMIA INDICA 'DYNAMITE'65 GAL., 3.5" CAL. MIN.,8' MIN. HT., 4' SPRD., STD TRUNK, 20' O.C. 121CH EUROPEAN FAN PALMCHAMAEROPS HUMILIS65 GAL., 5'-6' OA15LC DWARF RUBY LOROPETALUM LOROPETALUM CHINENSIS 'RUBY'7 GAL., 14" MIN. HT., 14" SPRD., 36" O.C.85LJ1JAPANESE LIGUSTRUMLIGUSTRUM JAPONICUM65 GAL., 3.5" CAL. MIN., 8' MIN. HT., 4' MIN. SPRD.12NOTES - PHASE 11. PLANT DESCRIPTIONS ARE FOR MINIMUM ACCEPTABLE SPECIFICATIONS. ALL CRITERIA LISTED FOR CONTAINER SIZE, CALIPER, HEIGHT, SPREAD, ETC.MUST BE MET FOR PLANT MATERIAL ACCEPTANCE. FOR EXAMPLE, IF A THREE GALLON SHRUB DOES NOT MEET THE HEIGHT OR SPREADSPECIFICATION, IT WILL NOT BE ACCEPTED.2. IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPECIFIED PLANTS WITH PLANTS APPROVED BY THELANDSCAPE ARCHITECT.3. ALL OPEN SPACE AREAS WITHIN THE PROPERTY SHALL BE SODDED UNLESS PAVED, SEEDED AND MULCHED OR PLANTED WITH SHRUBS AND GROUNDCOVER..4. ALL LANDSCAPED AREAS WILL BE 100% IRRIGATED WITH A CENTRAL AUTOMATIC IRRIGATION SYSTEM INCLUDING A RAIN SENSOR.5. CONTRACTOR TO MODIFY EXISTING IRRIGATION SYSTEM TO INSURE ADEQUATE IRRIGATION FOR ALL NEW PLANT MATERIAL.6. CONTRACTOR SHALL REPLACE ANY EXISTING SOD OR OTHER PLANT MATERIALS DAMAGED DURING CONSTRUCTION IN AREAS THAT ARE OUTSIDEPROPOSED LANDSCAPE AS SHOWN ON THE PLAN.TREESPLANT LIST - PHASE 1SYM. COMMON NAMEBOTANICAL NAMEDESCRIPTIONQTYSP SABAL PALMSABAL PALMETTOB/B, 12' MIN. OVERALL HT., REGENERATED HEADS, BOOTED47IV DWARD YAUPON HOLLYILEX VOMITORIA 'NANA'7 GAL., 12" MIN. HT., 24" SPRD., 30" O.C.97VOSWEET VIBURNUMVIBURNUM ODORATISSIMUM7 GAL., 30" MIN. HT., 36" O.C.291SOD ST. AUGUSTINE GRASS STENOTAPHRUM SECUNDATUM SOLID SOD, CONTRACTOR TO VERIFY QTY.SM DWARF SABAL PALMETTO SABAL MINOR 'BLUE STEM'7 GAL., 18-20" MIN. HT., 18" MIN. SPRD. 4' O.C.248PX XANADUE PHILODENDRONPHILODENDRON XANADUE3 GAL., 12" MIN., 12" SPRD., 36" O.C.515TA TRICOLOR JASMINETRACHELOSPERMUM ASIATICUM 'ANGYO'1 GAL., FULL, 10" O.C.4871AA LILY OF THE NILEAGAPANTHUS AFRICANUS3 GAL., FULL., 24" O.C.374LCDWARF RUBY LOROPETALUM LOROPETALUM CHINENSIS 'RUBY'7 GAL., 14" MIN. HT., 14" SPRD., 36" O.C.364GROUNDCOVERCV LIL JOHN BOTTLE BRUSHCALLISTEMON VIMINALIS3 GAL., 12" MIN., 12" SPRD., 36" O.C.222SR ORANGE BIRD OF PARADISE STRELITZIA REGINAE15 GAL., 36" MIN. HT., 5 PPP67SHRUBS LI1 CRAPE MYRTLELAGERSTROEMIA INDICA 'DYNAMITE'65 GAL., 3.5" CAL., 8' MIN. HT., 4' SPRD., MULTI TRUNK, 20' O.C. 5SNWHITE BIRD OF PARADISESTRELITZIA NICOLAI 25 GAL., 6' MIN. HT., FULL12TS DWARF OYSTER PLANTTRADESCANTIA SPATHACEA 'DWARF'1 GAL., FULL, 18" O.C.347DT VARIEGATED BLUEBERRY FLAX LILY DIANELLA TASMANICA1 GAL., 14" HT., 16" MIN., 24" O.C.178PSA WHITE FOUNTAIN GRASSPENNISETUM SETACEUM 'ALBA'3 GAL., FULL, 36" O.C.160AZ VARIEGATED SHELL GINGER ALPHINIA ZERUMBET VARIEGATA3 GAL., FULL., 3PPP, 30" O.C.60MC MUHLY GRASSMUHLINBERGIA CAPILLARIS3 GAL., FULL, 36" O.C.508MC1 MUHLY GRASSMUHLINBERGIA CAPILLARIS4" POT, FULL, 36" O.C.3634ZP COONTIEZAMIA PUMILA3 GAL., FULL, 24" O.C.629TD DWARF FAKAHATCHEE GRASS TRIPSACUM DACTYLOIDES4" POT, FULL, 36" O.C.2830PC CANARY ISLAND DATE PALM PHOENIX CANARIENSISB/B.,12' MIN. CLEAR TRUNK HT., CLASSIC CUT8LN NATCHEZ CRAPE MYRTLELAGERSTROEMIA 'NATCHEZ'65 GAL., 3.5" CAL., 8' MIN. HT., 4' SPRD4J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 1:33pm dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE PLANT LISTPHASE 11"=10'Key MapSCALE: 1"= 10'510 200LANDSCAPE AREA 1SCALE: 1" = 10'PHASE 1LANDSCAPE AREA 1Know what'sR1CONFORMED SET62
R=5'7°5.0'14.2'EXISTING MONUMENTRELOCATED TO THISLOCATION7.3'AIRLINE AVE.PROPOSED EXPANSIONJOINT TYP.PROPOSED SCORE JOINT TYP.EXISTINGPARKING GARAGET3PROPOSED TRASHRECEPTACLE WITHCOVER ON A 2.5'X2.5' PADPROPOSED PAVER38.6'13.3'PROPOSED EXPANSIONJOINT TYP.PROPOSED EXPANSIONJOINT TYP. 1REFER TO CIVIL FORSIDEWALK CONSTRUCTION. 3 2PROPOSEDFLAG POLE1 4/5SITE BENCHMARK # 2 L1
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 HSP.dwg Jun 15, 2017 - 9:07am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014HARDSCAPE PLANPHASE 11"=10'Key MapPHASE 1HARDSCAPE AREA 1SCALE: 1"= 10'5102001HARDSCAPE AREA 1SCALE: 1" = 10'Know what'sRCONFORMED SET63
WEED BARRIER - 10 MIL THICKNESSAPPLY TO ALL SIDES AND BOTTOM3" SEMINOLE CHIPS FLUSH WITHTOP OF CURBREFER TO CIVIL DETAILS FOR BACKFILLREQUIREMENTSCURB TYP.J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 HSP.dwg Jun 15, 2017 - 9:09am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014 HARDSCAPE DETAILSPHASE 1NTSRIBBON CURB, 6" WIDE X 12" DEEP, 3,500 PSIWITH LIGHT BROOM FINISH, AS PER PLANSUNIT PAVERS1" SAND BEDDINGFILTER FABRICSCALE: NTS#4 REBAR (2) TYP.APAVER DETAILSWALKWAY1" SAND BEDDINGEXPANSION JOINTBASE REFER TO CIVIL PLANSMIN. 4" AGGREGATED BASE TO 95% STANDARDLABORATORY TESTING IN ALL PAVER AREAS,REFER TO THE CIVIL PLANS FOR BASE INEMPLOYEE BREAK AREA3PHASE 1 HARDSCAPE AREA 1 - FLAG POLEPAVER NOTE:PHASE 1 HARDSCAPE AREA 1 - FLAGPOLEPAVESTONE, VERONA SERIES II, 24" X 5" X 3 15/16", RUNNINGBOND PATTERN, COLOR BY OWNER, (OR APPROVED EQUAL)CB FLAGPOLEFLAGPOLE FOUNDATION DETAILSCALE: NTSAB COMMERCIAL FLAGPOLEMANUFACTURER: LIBERTY FLAGPOLE COMPANY (OR APPROVED EQUAL)MODEL: IWW40D81-02, 40' TAPERED ALUMINUM INTERNAL HALYARDSLEEVE: 4'BUTT DIA.: 8"TOP DIA.: 4"WALL THICKNESS: .188GROSS WEIGHT: 34724. SAW CUT JOINTS WITHIN 24 HOURS.3. CONTRACTION JOINTS MAXIMUM DISTANCE = 21', SAW CUT 2" DEEP AND FILL WITH HOT POURED SEALER.2. EXPANSION JOINTS MAXIMUM DISTANCE = 100', USED 3/4"x4" PREMOLDED EXPANSION MATERIAL.1. 3/4"x4" PREMOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK.NOTES:PLANTOOLED JOINTS REFERTO HARDSCAPE PLANSFOR SPACINGSCALE: NTSCONCRETE SIDEWALK JOINTS DETAILVARIESREFER TOHARDSCAPEPLANSVARIESREFER TO CIVIL CONCRETE SIDEWALKREFER TO CIVIL1CONTINUE CONCRETE SIDEWALK /SLAB SECTION THROUGH 14" X 14"CONCRETE SLAB FOR BOLLARDINSTALLATION. CENTER BOLLARDON SLAB.SCALE: NTSSTONE AND WEED BARRIER PLACEMENT DETAIL6SCALE: NTSNOTES:T2 = DUMOR INC., (OR APPROVED EQUAL)1. MODEL 196-32-FTO,32 GALLON, COLOR BY OWNER, RC COVER T3= DUMOR INC., (OR APPROVED EQUAL)2. MODEL 196-32-FTO 32 GALLON, BT COVERCOLOR BY OWNER,3. ATTACH WITH EXPANSION BOLTS.TRASH RECEPTACLE DETAIL4" P.C. CONCRETE4"SCALE: NTSTRASH RECEPTACLE ON CONCRETEPAD DETAILNOTE:1. SEE HARDSCAPE PLAN FOR DIMENSIONS PERTAINING TO PAD SIZEDIFFERENT RECEPTACLES REQUIRED A DIFFERENT PAD SIZE.2. MINIMUM 3,000 PSI CONCRETE REQUIRED.STAINLESS STEELANCHOR BOLT W/EXPANSION SHIELD 3"INTO CONCRETE PAD451CONFORMED SET64
GENERATORGENERATORSAIRLINE AVENUESEXISTING IRRIGATION VALVEEXISTING IRRIGATION MAINAPPROX. LOCATIONEXISTING IRRIGATION VALVEAPPROX. LOCATIONEXISTING IRRIGATION VALVEEXISTING OAK TO BE REMOVEDPROPOSED SEMINOLE CHIPSAPPLIED AT A 3" DEPTHPROPOSED SITE L
IGHT
TYP
.EXISTING OAK WITH TREEPROTECTION TO REMAIN
EXISTING OAK WITH
TREEPROTECTION
TO REMAI
N EXISTING OAK WITH TREEPROTECTION TO REMAINPROPOSED SEMINOLE
CHIPSPROPOSED SEM
INOL
E CHIPS PROPOSED SEMINOLE CHIPSAPPLIED
AT A
3" DEPTHPROPOSED CONCRETE WALLREFER TO C
IVIL PLANS FO
R
DETAIL AND SPECIFICATIONS6''3''3''3''3''6''6''6''8''8''3''8''8''8''3''3''8''8''8''8''6''3''8''8''8''6''8''3''3''8''8''8''MATCH
LI
N
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I
1.
0
6MATCHLINE I1.02MATCHLINE I1.01MATCHLINE I1.03MATCHLINE I1.02MATCHLINE I1.04MATCHLINE I1.03MATCHLINE I2.00MATCHLINE I1.04MATCHLINE I1.05MATCHLINE I2.00MATCHLINE I1.06MATCHLINE I1.06J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:10am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014OVERALL IRRIGATION PLANPHASE 11"=100'SCALE: 1"= 100'50 1002000Know what'sR1I1.00I1.01I1.02I1.03I1.04I1.05I1.06I1.07I1.08HANGAR RD.AIRLINE AVE.AIRPORT RD.CONFORMED SET65
GENERATOR 66''MATCH
L
I
N
E
I
1
.
0
6
SITE BENCHMARK # 2 L1
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:11am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510200IRRIGATION AREA 1SCALE: 1" = 10'PHASE 1IRRIGATION AREA 1Know what'sR1AIRLINE AVENUECONFORMED SET66
SITE BENCHMARK # 2L1EXISTING IRRIGATION MAINAPPROX. LOCATIONMATCHLINE I1.02MATCHLINE I1.01J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 1:39pm dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 1IRRIGATION AREA 2IRRIGATION AREA 2SCALE: 1" = 10'1RED CLEVELAND BLVD.CONFORMED SET67
SITE BENCHMARK # 2 L1
EXISTING IRRIGATION MAINAPPROX. LOCATIONEXISTING IRRIGATION MAINAPPROX. LOCATIONMATCHLINE I1.01MATCHLINE I1.03C .02J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:11am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 1IRRIGATION AREA 3IRRIGATION AREA 3SCALE: 1" = 10'1RED CLEVELAND BLVD.CONFORMED SET68
SITE BENCHMARK # 2 L1
8''MATCHLINE I1.02MATCHLINE I1.04J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:12am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 1IRRIGATION AREA 4IRRIGATION AREA 4SCALE: 1" = 10'1RED CLEVELAND BLVD.CONFORMED SET69
SITE BENCHMARK # 2 L1
8''MATCHLINE I1.04MATCHLINE I1.03MATCHLINE I2.00J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:12am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 1IRRIGATION AREA 5IRRIGATION AREA 5SCALE: 1" = 10'1RED CLEVELAND BLVD.CONFORMED SET70
SITE BENCHMARK # 2 L1
8''8''3''EAINSTALL 34'' PVC PIPING FROM VALVE #B-16,COMMON, TO ALL TREE SPRAYS NEAR THEENTRANCE (10 EA.)DO NOT CONNECT TO ANY OTHER PIPING.PROGRAM THIS VALVE TO OPERATECONCURRENTLY WITH OTHER VALVES.8''CONNECT CONTROLLER TOWIRING TO EXISTING VALVES ANDASSIGN STATIONS TO THOSEVALVES AFTER THE NEWLYINSTALLED VALVES'PROGRAMMING.PROGRAM A MAXIMUM OF 75 GPMON CONTROLLER ''A'' AT ANY TIME.MATCHLINE I2.00J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:12am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION PLANPHASE 11"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 1 IRRIGATION AREA 6IRRIGATION AREA 6SCALE: 1" = 10'1RED CLEVELAND BLVD.AIRLINE AVENUECONFORMED SET71
SITE BENCHMARK # 2 L1
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:13am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION PLANPHASE 11"=30'Key MapSCALE: 1"= 30'15 30600Know what'sRPHASE 1IRRIGATION AREA 7IRRIGATION AREA 7SCALE: 1" = 30'1AIRLINE AVENUECONFORMED SET72
SITE BENCHMARK # 2 L1
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:13am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION PLANPHASE 11"=30'Key MapSCALE: 1"= 30'15 30600Know what'sRPHASE 1IRRIGATION AREA 8IRRIGATION AREA 8SCALE: 1" = 30'1AIRLINE AVENUEAIRPORT ROADCONFORMED SET73
SITE BENCHMARK # 2 L1J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:14am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION PLANPHASE 11"=30'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 1 IRRIGATION AREA 9IRRIGATION AREA 9SCALE: 1" = 10'1SEE MATCH LINE ABOVESEE MATCH LINE BELOWAIRLINE AVENUECONFORMED SET74
LRSLRSPEJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:14am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION LEGENDPHASE 1NTSKnow what'sRIRRIGATION LEGEND1CONFORMED SET75
2SCALE: N.T.S.5SCALE: N.T.S.6SCALE: N.T.S.7SCALE: N.T.S.TO LATERAL LINEADJUST THE VERTICAL ORIENTATION OF SPRINKLERS ON SLOPES TO PROVIDE UNIFORM COVERAGE OF THESLOPED AREA.IRRIGATION HEADS SHALL BE LOCATED MINIMUM ONE (1) FOOT FROM ANY WALL, COLUMN, OR BUILDINGEDGE/FACE.IRRIGATION HEADS SHALL BE DIRECTED AWAY FROM BUILDING AT ALL TIMES, SO THAT SPRAY DOES NOT HITBUILDING FACE, COLUMN, WALL, ETC.ANY EXISTING TREE ROOTS, WHEN ENCOUNTERED DURING INSTALLATION OF UTILITIES, SHALL BE CUT OFF EVENLYWITH CLEAN SHARP PRUNING TOOLS AND COVERED WITH SOIL AS SOON AS POSSIBLE TO REDUCE DEHYDRATION.THE CONTRACTOR/DEVELOPER SHALL MINIMIZE THE DAMAGE TO EXISTING TREE ROOT SYSTEMS.PROVIDE HAND WATERING FOR ESTABLISHMENT PERIOD FOR ALL TREES NOT LOCATED IN IRRIGATED AREAS ORTHAT DO NOT HAVE BUBBLERS INSTALLED AT THOSE TREES.CONSULT WITH THE OWNER AS TO LOCATIONS OF THIS SYSTEM'S INSTALLATION AS RELATED TO THE FUTURE PHASEOF THIS PROJECT TO MINIMIZE IMPACT ON THIS SYSTEM DURING THE FUTURE PHASES OF CONSTRUCTION.INSTALL MARLEX STREET ELLS FOR ALL HEADS ON RISERS AND ALL SPRINKLERS IN TURF.INSTALL ALL OTHER SPRINKLERS WITH FUNNY PIPE AND SBE-050 FITTING.ALL IRRIGATION HEADS IN SHRUBS/GROUNDCOVER AREAS SHALL BE INSTALLED ON RISERS. SEE DETAILS BELOW.1SCALE: N.T.S.NOTESINSTALL ALL PIPING SHOWN BETWEEN DIFFERENT PIPE SIZES AS THE LARGER SIZED PIPE.INSTALL ALL PIPING TO INDIVIDUAL HEADS AS 3/4''.INSTALL PIPING BETWEEN THE LAST MARKED PIPE AND PIPING TO INDIVIDUAL HEADS (WHERENO OTHER MARKINGS SHOW) AS THE LAST MARKED PIPE SIZE.ANY IRRIGATION ITEMS NORMALLY INSTALLED IN LANDSCAPE AREAS THAT ARE SHOWNOUTSIDE OF LANDSCAPE AREAS OR OUTSIDE OF THE PROPERTY LINES ARE SHOWN AS SUCHFOR GRAPHIC CLARITY ONLY. INSTALL THESE ITEMS INSIDE OF PROPERTY LINES AND INLANDSCAPE AREAS.THIS SYSTEM REQUIRES 70 GPM AT 60 PSI AT THE PUMP DISCHARGE LOCATIONS.. VERIFYGALLONAGE AND PRESSURES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPEARCHITECT BEFORE COMMENCING WITH THE INSTALLATION.PROVIDE PROOF TO THE LANDSCAPE ARCHITECT THAT ALL AVAILABLEMAINTENANCE MANUALS FOR EACH OF THE PRODUCTS INCLUDED IN THIS INSTALLATION HAVEBEEN PROVIDED TO THE OWNER OR OWNER'S REPRESENTATIVE.ADJUST THE IRRIGATION SYSTEM COMPONENTS AND EXISTING SYSTEM TO PROVIDEUNIFORM COVERAGE. ASSURE THAT THE SYSTEM PROVIDES 100% COVERAGE OF ALLLANDSCAPE MATERIALS INCLUDING SHRUBS, GROUND COVER, TREES AND TURF.3SCALE: N.T.S.4SCALE: N.T.S.J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:14am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION DETAILSPHASE 1NTS1CONFORMED SET76
1SCALE: N.T.S.2SCALE: N.T.S.1/2" MARLEX STREET ELL.1/2" MARLEX STREET ELL.1/2"x 8" PVC SCH. 80 NIPPLE.1/2" MARLEX STREET ELL.SIDE INLET (DO NOT USE)RAINBIRD 1812 SAM SPRINKLERPVC SCH. 80 TEEPVC LATERAL LINE.MP ROTATOR NOZZLEFINISH GRADE.PVC SCH. 80 TEERAINBIRD 1806 SAM SPRINKLERMP ROTATOR NOZZLEFINISH GRADE.1/2" MARLEX STREET ELL.1/2" MARLEX STREET ELL.1/2"x 8" PVC SCH. 80 NIPPLE.1/2" MARLEX STREET ELL.PVC LATERAL LINE.(PURPLE FOR REUSE)(PURPLE FOR REUSE)5SCALE: N.T.S.4SCALE: N.T.S.3SCALE: N.T.S.'7N.T.S.6SCALE: N.T.S.CLCL123456789101112346789111251351310129SCALE: N.T.S.DISCHARGE PIPINGSUBMERSIBLE PUMP2 1/2'' CHECK VALVEWELL CASING (4'' )2 1/2'' GALV. 90 DEG. TEE2 1/2'' UNIONFOOT VALVECLA-VAL SOL ./ PR. RED. VALVEAND MOTORAIR RELIEF /VACUUM RELIEF VALVEFITTINGSAS NECESSARYJUNCTION BOXGALV. NIPPLEGALV. THREADED 45 DEG. ELLTHREADED GALV. PIPE18'' MIN.FINISHED GRADEGALV. THREADED 45 DEG. ELLSCH. 80 PVC NIPPLESCH. 80 3'' GASKET X2 1/2'' FPT ADAPTER3'' SCH. 40 MAIN LINEINSTALL PROPERLY SIZE LEMEUR(OR EQUAL) ENCLOSURE OVERPUMP AND CLA-VAL.8N.T.S.DRILL A 4'' DEEP WELL TO THE FLORIDAN AQUIFER CAPABLE OFPROVIDING 70 GPM AT A REASONABLE DEPTH (COMPARABLE TOTHE EXISTING WELLS).INSTALL 7.5 HP SUBMERSIBLE PUMPS CAPABLE OF PROVIDING 75GPM @ 60 PSI AT THE DISCHARGE INTO THE IRRIGATION SYSTEMAT EACH OF THE 3 WELL LOCATIONS.PROVIDE AND INSTALL ALL ITEMS NECESSARY FOR AUTOMATICOPERATION OF THE PUMPING SYSTEM THROUGHOUT THEIRRIGATION OPERATION CYCLE, INCLUDING A CLA-VALPRESSURE REDUCING VALVE, ALL PIPE, FITTINGS, STARTER,CONTROLS, WIRING, RACES, CONDUITS, BOXES CONNECTIONSAND ANY OTHER MISCELLANEOUS ITEMS.10SCALE: N.T.S.J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:14am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION DETAILSPHASE 1NTSIRRIGATION SYSTEM PERFORMANCE NOTESIRRIGATION SYSTEM AS SHOWN IS DESIGNED TO OPERATE FROM AWELL AND PUMPPROVIDING A MINIMUM FLOW OF 70 GPM AND A MINIMUM PRESSURE OF 60 PSI.1)CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION IF AVAILABLE FLOW AND PRESSURE DEVIATES FROM 709 GPM AND 60 PSI MORE THEN 5% AND WILL AFFECT THE PERFORMANCE OF THE SYSTEM.MINIMUM PRESSURE REQUIREMENTS - 60 PSI AT THE POINT OF CONNECTIONHEAD LAYOUT BASED ON BASE INFORMATION PROVIDED. HEADS SHALL BE ADJUSTED TO ACCOMMODATE FIELD VARIATIONS WHILE MAINTAINING 100% COVERAGE AND MINIMIZING OVERSPRAY ONTO PAVED AREAS AND BUILDINGS.2)LATERAL PIPE SHALL BE SIZED SO THE WATER VELOCITY DOES NOT EXCEED 5 FEET PER SECOND. MAXIMUM GPMPER PIPE SIZE AS FOLLOWS:3)3/4" PIPE SCHEDULE 401" PIPE 1 1/4" PIPE 1 1/2" PIPE 2" PIPE 2 1/2" PIPE 3" PIPE 8 GPM 13 GPM 22 GPM 30 GPM 50 GPM 75 GPM 110 GPM WATER SERVICE LINE, WATER METER, CHECK VALVES, SURGE PROTECTION, ETC.. AND PERFORMANCE OF THE WATER SOURCE ARE NOT A PART OF THESE DRAWINGS.4)30 PSI AT THE BASE OF THE POP-UP SPRAY HEADS1CONFORMED SET77
1SCALE: N.T.S.2SCALE: N.T.S.J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:14am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014IRRIGATION DETAILSPHASE 1NTS1CONFORMED SET78
5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
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BOS
BOS
BOS
BOS
BOS
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INGNDLANE
FIRENO PARKING GENERATORBENCHBENCHEXISTING BAREXISTING RESTAURANTDRIVE
1-ELD-A1001EXISTING WELCOME CENTERNO WORKENTRANCE ROAD1-BC3-A1001EXISTING LOADING DOCKBAGGAGE CLAIM 3NEW FIRE RISER LOCATIONNEW FIRE SPRINKLER LOCATIONS - REFER TO FIRE PROTECTION DRAWINGS1-NIE-A1001EXISTING TERMINAL "A"EXISTING TERMINAL "B"BAGGAGE CLAIM 1 AND 2EXISTING PARKING DECKRELOCATE EXISTING STAIRSNEW FIRE DOORDEMOLITION PLAN LEGENDITEMS TO DEMOLISHITEMS TO REMAIN1. EXTENT OF DEMOLITION SHOWN HEREIN IS PROVIDED TO INDICATE THE GENERAL LOCATION AND NATURE OF REQUIRED DEMOLITION WORK. THESE DRAWINGS HAVE BEEN DEVELOPED FROM RECORD DRAWINGS AND WALK-THROUGH FIELD VERIFICATION AND MAY NOT REFLECT ALL EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE CONDITIONS AND NOTIFY THE ARCHITECT IN WRITING OF ANY INCONSISTENCIES BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS. DEMOLITION SHALL NOT BE LIMITED TO THE LIMITS OF CONSTRUCTION AS SHOWN IN THE DEMOLITION DRAWINGS.THE CONTRACTOR SHALL COORDINATE AND ADJUST THE LIMITS OF CONSTRUCTION AS NECESSARY TO ACCOMPLISH THE FINAL PRODUCT AS SHOWN THROUGHOUT THE CONSTRUCTION DOCUMENTS.2. CLEAN AND REMOVE ALL RESIDUES FROM SLAB IN PREPARATION FOR NEW FLOOR FINISH PER FLOOR FINISH PLAN. PROVIDE LEVELING MATERIAL COMPATIBLE WITH FINISH MATERIAL AND SURFACE GRINDING WHERE NECESSARY TO ATTAIN A SMOOTH AND LEVEL SURFACE FOR THE APPLICATION OF NEW FLOOR FINISH.3. PATCH AND REPAIR ALL EXISTING DAMAGED HOLES, OPENINGS ON ALL EXISTING WALLS. REMOVE ALL EXISTING MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT, DEVICES, HANGER'S AND FASTENERS, WHICH ARE DETERMINED TO BE ABANDONED. PATCH AND REPAIR ALL HOLES AND DAMAGE CREATED BY REMOVAL WITH SIMILAR ADJACENT MATERIALS.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY FIRE ASSEMBLIES DAMAGED DURING DEMOLITION OR CONSTRUCTION TO MEET ORIGINAL FIRE PROTECTION REQUIREMENTS.DEMOLITION GENERAL NOTES:5. DEMOLITION SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES.6. REFER TO MECHANICAL, ELECTRICAL. DRAWINGS FOR RELOCATION OF UTILITIES. USE CARE IN DEMO ABOVE CEILING, ALL COMMUNICATIONS CONDUIT AND SPARE CONDUIT TO REMAIN.7. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN ORNOT, AND PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR ALL EXPENSE OFREPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BYOPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK.8. DEMOLITION/RESTORATION ITEMS MAY NOT BE ALL INCLUSIVE. CONTRACTOR SHALL REVIEW THE REQUIREMENTS OF NEW CONSTRUCTION AND COMPLETE ALL DEMOLITION/ RESTORATION, CUTTING AND PATCHING NECESSARY TO ACHIEVE INTENDED NEW CONDITION AND QUALITY.9. RELOCATION OF ANY ITEMS INVOLVED IN THE WORK IS SUBJECT TO THE CONTRACTOR'S ABILITY TO DO SO WITHOUT PERMANENTLY DAMAGING OR MARRING THE ITEMS TO BE RELOCATED. IF CONTRACTOR IS UNABLE TO RELOCATE ANY ITEM AS PRESCRIBED HEREIN, HE SHALL SUBSTITUTE NEW MATERIAL TO MATCH EXISTING. CONTRACTOR SHALL SAFELY STORE MATERIAL TO BE REUSED UNTIL TIME OF INSTALLATION.10. CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR FINISHES WHERE NOTED ANDPREPARE SLAB TO RECEIVE NEW FLOOR FINISHES UNLESS NOTED OTHERWISE.11. CONTRACTOR SHALL PATCH AND REPAIR ALL WALL SURFACES TO REMAIN THAT ARE DAMAGED BY OPERATIONS IN CONJUNCTION WITH EXECUTION OF THE WORK AND RETURNED TO THEIR ORIGINAL CONDITION.12. DURING DEMOLITION, THE CONTRACTOR SHALL BRACE ALL EXISTINGSTRUCTURES TO MAINTAIN STRUCTURAL INTEGRITY. DO NOT CUT, MODIFY ORDAMAGE STRUCTURAL MEMBERS.13. SELECTIVE DEMOLITION MAY NOT BE INDICATED IN ALL AREAS WHERE IT MAY BENECESSARY TO DEMOLISH ALL OR PART OF AN EXISTING BUILDING COMPONENT TOGAIN ACCESS TO AREAS FOR TIE-IN TO BUILDING SYSTEMS, OR WHICH MAY BEREQUIRED TO INSTALL PROPOSED CONSTRUCTION INDICATED ON THE DRAWINGS.DEMOLITION FOR THESE PURPOSES SHALL BE DONE AT NO ADDITIONAL COST TO THEOWNER AND THE AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION ORPROPOSED CONDITION.14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN THIS DEMOLITION ANDSHALL REPAIR AT HIS COST ANY ADJACENT CONDITIONS WHICH ARE DAMAGED AS ARESULT OF THIS DEMOLITION.15. PROTECTION: PERFORM DEMOLITION WITH THE LEAST IMPACT ON EXISTINGFACILITIES STILL IN USE, PROVIDE SUPPORT TO ALL STRUCTURAL MEMBERS. ERECTDUST BARRIERS TO ELIMINATE THE SPREAD OF DUST, FUMES OR SMOKE TOOCCUPIED AREAS.16. PROTECT ALL EXISTING FLOOR FINISHES (TILE, CARPET, ETC.) ADJACENT TODEMOLITION AREAS.17. AS A PART OF THIS PROJECT PROVIDE FOR PATCHING AND INFILL OF ALL EXISTINGNON-COMPLIANT OPENINGS AND PENETRATIONS IN RATED WALLS AND FLOORSEPARATIONS WITHIN THE LIMITS OF THE PROJECT AREA AND EXTENDING 5 FEETBEYOND THE PROJECT AREA IN ALL DIRECTIONS. PATCHING AND INFILL SHALL MATCHEXISTING RATED CONSTRUCTION AND MEET CODE REQUIREMENT FOR SEALING OFPENETRATIONS. 18. CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT UNDERWRITERS LABORATORIES, INC. FIRE RESISTANCE DIRECTORY, VOLUME 1 AND 2 AS A PART OF THIS PROJECT AND SHALL REFER THERETO FOR FULL REQUIREMENTS OF FIRE RATED CONSTRUCTION AND PENETRATIONS.19. DURING DEMOLITION AND CONSTRUCTION, PROTECT ALL ADJACENT AREAS FROM DAMAGE.20. ALL ITEMS INDICATED TO BE SAVED/STORED SHALL BE STORED OFF SITE AT CONTRACTORS OWN EXPENSE. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE REMOVAL, STORAGE, PROTECTION AND REPLACEMENT OF ALL SAID ITEMS FOR THE REINSTALLATION PER THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL ALSO BEAR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OF ALL SAID ITEMS DAMAGED DURING DEMOLITION.21. CUT WORK BY METHODS LEAST LIKELY TO DAMAGE WORK TO BE RETAINED AND WORK ADJOINING. IN GENERAL, WHERE PHYSICAL CUTTING ACTION IS REQUIRED, CUT WORK WITH SAWING AND GRINDING TOOLS, NOT WITH HAMMERING AND CHOPPING TOOLS. CORE DRILL OPENINGS THROUGH CONCRETE WORK.22. PROTECTION: PROVIDE ADEQUATE PROTECTION OF OTHER WORK DURING SELECTIVE DEMOLITION TO PREVENT DAMAGE, AND PROVIDE PROTECTION OF THE WORK FROM ADVERSE WEATHER EXPOSURE.23. LOADING: DO NOT SUPERIMPOSE LOADS AT ANY POINT UPON EXISTING STRUCTURE BEYOND DESIGN CAPACITY INCLUDING LOADS ATTRIBUTABLE TO MATERIALS, CONSTRUCTION EQUIPMENT, DEMOLITION OPERATIONS AND SHORING AND BRACING.24. VIBRATION: DO NOT USE MEANS, METHODS, TECHNIQUES OR PROCEDURES WHICH WOULD INDUCE VIBRATION INTO ANT ELEMENT OF THE STRUCTURE.25. FIRE: DO NOT USE MEANS, METHODS, TECHNIQUES OR PROCEDURES WHICH WOULD PRODUCE AND HAZARD.26. REMOVE EXISTING NON-LOADING BEARING PARTITION WALLS AS SHOWN ON THEDRAWINGS.27. ELECTRICAL SWITCHES AND WALL OUTLETS ON WALLS TO BE REMOVED, SHALL BEDISCONNECTED AND REMOVED TO NEAREST JUNCTION BOX OR SUPPLY PANEL.28. REMOVE WALL COVERINGS, PANELING, ETC. FROM WALLS INDICATED ON DRAWINGS29. VERIFY PLACEMENT OF REFUSE CONTAINER WITH LOCAL BUILDING AND SAA AIRPORT OFFICIALS.32. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITIONOPERATIONS AND LEGALLY DISPOSE OF OFF THE SITE.33. CLEAN ADJACENT PORTION OF THE STRUCTURE AND IMPROVEMENTS OF DUST,DIRT AND DEBRIS CAUSED BY DEMOLITION OPERATIONS, AS DIRECTED BY THE ARCHITECTOR GOVERNING AUTHORITIES. RETURN ADJACENT AREAS TO CONDITION EXISTINGPRIOR TO THE START OF THE WORK.36. CONTRACTOR TO VERIFY IN FIELD, AND NOTIFY ARCHITECT, IF ANY LOAD BEARINGCONDITIONS EXIST IN PARTITION WALLS TO BE REMOVED.37. G.C. TO COORDINATE ALL NOISY AND OTHERWISE DISRUPTIVE DEMOLITION SHALLBE COMPLETED WHEN THE ADJACENT TENANTS ARE CLOSED.38. G.C. TO INSURE THE CONDITION OF THE FLOOR BY PATCHING AND LEVELING TOOBTAIN A SMOOTH SURFACE. THE FLOOR SURFACE SHALL NOT VARY MORE THAN 1/8"OVER A 10' STRAIGHT EDGE SECTION. G.C. TO FIELD VERIFY ALL BUILDING CONDITIONAND ALL DIMENSIONS HEREIN.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/6/2017 9:17:07 AM1-GD-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE DEMOLITION PLAN - 1ST FLOORPHASE 107-14-2017S12014NNORTH 1/64" = 1'-0"1COMPOSITE DEMOLITION PLAN - 1ST FLOOR PHASE 1ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL APHASE 1 DEMOLITION GENERAL NOTES:PHASE 1 DEMOLITION TO INCLUDE, BUT NOT LIMITED TO:1. NEW LOADING DOCK AREA - EXISTING PARKING LOT 2. EXISTING LOADING DOCK AREA3. NEW SCREENING AREA - 1ST AND 2ND FLOORCONTRACTOR TO DEMOLISH / REMOVE ALL EXISTING ITEMS TO PREPARE FOR NEW WORK TO BE COMPLETED. CONTRACTOR TO RETURN ALL EQUIPMENT, MARKED AS SUCK ON PLANS, TO SAA.IF AREA IS NOT CLEARLY DEFINED ON DEMOTION PLANS CONTRACTOR IS TO REFER TO AREAS OF NEW WORK DEFINED ON NEW WORK PLANS, ARCHITECT OF RECORD OR SAA AUTHORITY IN WRITING.CONTRACTOR TO PAY SPECIAL ATTENTION TO PHASING PLANS AND NOTE THAT ALL TEMPORARY WALLS FACING THE PUBLIC AREAS BE PAINTED AND TRIMMED OUT AS TO NOT VISUALLY DISTURB AIRPORT PASSENGERS.CONTRACTOR IS RESPONSIBLE OF MAINTAINING EXISTING AIRPORT SECURITY BARRIERS. CONTRACTOR WILL BADGE ALL OF ITS EMPLOYEES (AT CONTRACTORS EXPENSE) AND FOLLOW ALL SAA AND TSA REGULATIONS.GENERAL NOTE:ALL DUMPSTERS FOR DEMOLITION MUST BE COVERED WHEN NOT BEING USED AND AT THE END OF THE DAY TO PREVENT DEBRIS FROM BLOWING AND CAUSING F.O.D.REVISIONS# DATEDESCRIPTIONBY79CONFORMED SET
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EXISTING PARKING GARAGECANOPY1-SA-A1001EXISTING GATES 6-12ROOF OVER BAGGAGE CLAIM 1 AND 2 TO BE REPLACED PHASE 2EXISTING WELCOME CENTEREXISTING SAA OFFICES -REFER TO FIRE PROTECTION DRAWINGSEXISTING OFFICES TO BE DEMOLISHEDEXISTING SCREENING AREA TO BE RELOCATEDEXISTING TERMINAL "A"EXISTING GATES 1-51-SA-A1011DEMOLITION PLAN LEGENDITEMS TO DEMOLISHITEMS TO REMAIN1. EXTENT OF DEMOLITION SHOWN HEREIN IS PROVIDED TO INDICATE THE GENERAL LOCATION AND NATURE OF REQUIRED DEMOLITION WORK. THESE DRAWINGS HAVE BEEN DEVELOPED FROM RECORD DRAWINGS AND WALK-THROUGH FIELD VERIFICATION AND MAY NOT REFLECT ALL EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE CONDITIONS AND NOTIFY THE ARCHITECT IN WRITING OF ANY INCONSISTENCIES BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS. DEMOLITION SHALL NOT BE LIMITED TO THE LIMITS OF CONSTRUCTION AS SHOWN IN THE DEMOLITION DRAWINGS.THE CONTRACTOR SHALL COORDINATE AND ADJUST THE LIMITS OF CONSTRUCTION AS NECESSARY TO ACCOMPLISH THE FINAL PRODUCT AS SHOWN THROUGHOUT THE CONSTRUCTION DOCUMENTS.2. CLEAN AND REMOVE ALL RESIDUES FROM SLAB IN PREPARATION FOR NEW FLOOR FINISH PER FLOOR FINISH PLAN. PROVIDE LEVELING MATERIAL COMPATIBLE WITH FINISH MATERIAL AND SURFACE GRINDING WHERE NECESSARY TO ATTAIN A SMOOTH AND LEVEL SURFACE FOR THE APPLICATION OF NEW FLOOR FINISH.3. PATCH AND REPAIR ALL EXISTING DAMAGED HOLES, OPENINGS ON ALL EXISTING WALLS. REMOVE ALL EXISTING MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT, DEVICES, HANGER'S AND FASTENERS, WHICH ARE DETERMINED TO BE ABANDONED. PATCH AND REPAIR ALL HOLES AND DAMAGE CREATED BY REMOVAL WITH SIMILAR ADJACENT MATERIALS.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY FIRE ASSEMBLIES DAMAGED DURING DEMOLITION OR CONSTRUCTION TO MEET ORIGINAL FIRE PROTECTION REQUIREMENTS.DEMOLITION GENERAL NOTES:5. DEMOLITION SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES.6. REFER TO MECHANICAL, ELECTRICAL. DRAWINGS FOR RELOCATION OF UTILITIES. USE CARE IN DEMO ABOVE CEILING, ALL COMMUNICATIONS CONDUIT AND SPARE CONDUIT TO REMAIN.7. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN ORNOT, AND PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR ALL EXPENSE OFREPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BYOPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK.8. DEMOLITION/RESTORATION ITEMS MAY NOT BE ALL INCLUSIVE. CONTRACTOR SHALL REVIEW THE REQUIREMENTS OF NEW CONSTRUCTION AND COMPLETE ALL DEMOLITION/ RESTORATION, CUTTING AND PATCHING NECESSARY TO ACHIEVE INTENDED NEW CONDITION AND QUALITY.9. RELOCATION OF ANY ITEMS INVOLVED IN THE WORK IS SUBJECT TO THE CONTRACTOR'S ABILITY TO DO SO WITHOUT PERMANENTLY DAMAGING OR MARRING THE ITEMS TO BE RELOCATED. IF CONTRACTOR IS UNABLE TO RELOCATE ANY ITEM AS PRESCRIBED HEREIN, HE SHALL SUBSTITUTE NEW MATERIAL TO MATCH EXISTING. CONTRACTOR SHALL SAFELY STORE MATERIAL TO BE REUSED UNTIL TIME OF INSTALLATION.10. CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR FINISHES WHERE NOTED ANDPREPARE SLAB TO RECEIVE NEW FLOOR FINISHES UNLESS NOTED OTHERWISE.11. CONTRACTOR SHALL PATCH AND REPAIR ALL WALL SURFACES TO REMAIN THAT ARE DAMAGED BY OPERATIONS IN CONJUNCTION WITH EXECUTION OF THE WORK AND RETURNED TO THEIR ORIGINAL CONDITION.12. DURING DEMOLITION, THE CONTRACTOR SHALL BRACE ALL EXISTINGSTRUCTURES TO MAINTAIN STRUCTURAL INTEGRITY. DO NOT CUT, MODIFY ORDAMAGE STRUCTURAL MEMBERS.13. SELECTIVE DEMOLITION MAY NOT BE INDICATED IN ALL AREAS WHERE IT MAY BENECESSARY TO DEMOLISH ALL OR PART OF AN EXISTING BUILDING COMPONENT TOGAIN ACCESS TO AREAS FOR TIE-IN TO BUILDING SYSTEMS, OR WHICH MAY BEREQUIRED TO INSTALL PROPOSED CONSTRUCTION INDICATED ON THE DRAWINGS.DEMOLITION FOR THESE PURPOSES SHALL BE DONE AT NO ADDITIONAL COST TO THEOWNER AND THE AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION ORPROPOSED CONDITION.14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN THIS DEMOLITION ANDSHALL REPAIR AT HIS COST ANY ADJACENT CONDITIONS WHICH ARE DAMAGED AS ARESULT OF THIS DEMOLITION.15. PROTECTION: PERFORM DEMOLITION WITH THE LEAST IMPACT ON EXISTINGFACILITIES STILL IN USE, PROVIDE SUPPORT TO ALL STRUCTURAL MEMBERS. ERECTDUST BARRIERS TO ELIMINATE THE SPREAD OF DUST, FUMES OR SMOKE TOOCCUPIED AREAS.16. PROTECT ALL EXISTING FLOOR FINISHES (TILE, CARPET, ETC.) ADJACENT TODEMOLITION AREAS.17. AS A PART OF THIS PROJECT PROVIDE FOR PATCHING AND INFILL OF ALL EXISTINGNON-COMPLIANT OPENINGS AND PENETRATIONS IN RATED WALLS AND FLOORSEPARATIONS WITHIN THE LIMITS OF THE PROJECT AREA AND EXTENDING 5 FEETBEYOND THE PROJECT AREA IN ALL DIRECTIONS. PATCHING AND INFILL SHALL MATCHEXISTING RATED CONSTRUCTION AND MEET CODE REQUIREMENT FOR SEALING OFPENETRATIONS. 18. CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT UNDERWRITERS LABORATORIES, INC. FIRE RESISTANCE DIRECTORY, VOLUME 1 AND 2 AS A PART OF THIS PROJECT AND SHALL REFER THERETO FOR FULL REQUIREMENTS OF FIRE RATED CONSTRUCTION AND PENETRATIONS.19. DURING DEMOLITION AND CONSTRUCTION, PROTECT ALL ADJACENT AREAS FROM DAMAGE.20. ALL ITEMS INDICATED TO BE SAVED/STORED SHALL BE STORED OFF SITE AT CONTRACTORS OWN EXPENSE. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE REMOVAL, STORAGE, PROTECTION AND REPLACEMENT OF ALL SAID ITEMS FOR THE REINSTALLATION PER THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL ALSO BEAR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OF ALL SAID ITEMS DAMAGED DURING DEMOLITION.21. CUT WORK BY METHODS LEAST LIKELY TO DAMAGE WORK TO BE RETAINED AND WORK ADJOINING. IN GENERAL, WHERE PHYSICAL CUTTING ACTION IS REQUIRED, CUT WORK WITH SAWING AND GRINDING TOOLS, NOT WITH HAMMERING AND CHOPPING TOOLS. CORE DRILL OPENINGS THROUGH CONCRETE WORK.22. PROTECTION: PROVIDE ADEQUATE PROTECTION OF OTHER WORK DURING SELECTIVE DEMOLITION TO PREVENT DAMAGE, AND PROVIDE PROTECTION OF THE WORK FROM ADVERSE WEATHER EXPOSURE.23. LOADING: DO NOT SUPERIMPOSE LOADS AT ANY POINT UPON EXISTING STRUCTURE BEYOND DESIGN CAPACITY INCLUDING LOADS ATTRIBUTABLE TO MATERIALS, CONSTRUCTION EQUIPMENT, DEMOLITION OPERATIONS AND SHORING AND BRACING.24. VIBRATION: DO NOT USE MEANS, METHODS, TECHNIQUES OR PROCEDURES WHICH WOULD INDUCE VIBRATION INTO ANT ELEMENT OF THE STRUCTURE.25. FIRE: DO NOT USE MEANS, METHODS, TECHNIQUES OR PROCEDURES WHICH WOULD PRODUCE AND HAZARD.26. REMOVE EXISTING NON-LOADING BEARING PARTITION WALLS AS SHOWN ON THEDRAWINGS.27. ELECTRICAL SWITCHES AND WALL OUTLETS ON WALLS TO BE REMOVED, SHALL BEDISCONNECTED AND REMOVED TO NEAREST JUNCTION BOX OR SUPPLY PANEL.28. REMOVE WALL COVERINGS, PANELING, ETC. FROM WALLS INDICATED ON DRAWINGS29. VERIFY PLACEMENT OF REFUSE CONTAINER WITH LOCAL BUILDING AND SAA AIRPORT OFFICIALS.32. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITIONOPERATIONS AND LEGALLY DISPOSE OF OFF THE SITE.33. CLEAN ADJACENT PORTION OF THE STRUCTURE AND IMPROVEMENTS OF DUST,DIRT AND DEBRIS CAUSED BY DEMOLITION OPERATIONS, AS DIRECTED BY THE ARCHITECTOR GOVERNING AUTHORITIES. RETURN ADJACENT AREAS TO CONDITION EXISTINGPRIOR TO THE START OF THE WORK.36. CONTRACTOR TO VERIFY IN FIELD, AND NOTIFY ARCHITECT, IF ANY LOAD BEARINGCONDITIONS EXIST IN PARTITION WALLS TO BE REMOVED.37. G.C. TO COORDINATE ALL NOISY AND OTHERWISE DISRUPTIVE DEMOLITION SHALLBE COMPLETED WHEN THE ADJACENT TENANTS ARE CLOSED.38. G.C. TO INSURE THE CONDITION OF THE FLOOR BY PATCHING AND LEVELING TOOBTAIN A SMOOTH SURFACE. THE FLOOR SURFACE SHALL NOT VARY MORE THAN 1/8"OVER A 10' STRAIGHT EDGE SECTION. G.C. TO FIELD VERIFY ALL BUILDING CONDITIONAND ALL DIMENSIONS HEREIN.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/6/2017 9:21:02 AM1-GD-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE DEMOLITION PLAN - 2ND FLOORPHASE 107-14-2017S12014 1/64" = 1'-0"1COMPOSITE DEMOLITION PLAN - 2ND FLOOR PHASE 1NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL ADEMOLITION GENERAL NOTES:PHASE 1 DEMOLITION TO INCLUDE, BUT NOT LIMITED TO:1. NEW LOADING DOCK AREA - EXISTING PARKING LOT 2. EXISTING LOADING DOCK AREA3. NEW SCREENING AREA - 1ST AND 2ND FLOORCONTRACTOR TO DEMOLISH / REMOVE ALL EXISTING ITEMS TO PREPARE FOR NEW WORK TO BE COMPLETED. CONTRACTOR TO RETURN ALL EQUIPMENT, MARKED AS SUCK ON PLANS, TO SAA.IF AREA IS NOT CLEARLY DEFINED ON DEMOTION PLANS CONTRACTOR IS TO REFER TO AREAS OF NEW WORK DEFINED ON NEW WORK PLANS, ARCHITECT OF RECORD OR SAA AUTHORITY IN WRITING.CONTRACTOR TO PAY SPECIAL ATTENTION TO PHASING PLANS AND NOTE THAT ALL TEMPORARY WALLS FACING THE PUBLIC AREAS BE PAINTED AND TRIMMED OUT AS TO NOT VISUALLY DISTURB AIRPORT PASSENGERS.CONTRACTOR IS RESPONSIBLE OF MAINTAINING EXISTING AIRPORT SECURITY BARRIERS. CONTRACTOR WILL BADGE ALL OF ITS EMPLOYEES (AT CONTRACTORS EXPENSE) AND FOLLOW ALL SAA AND TSA REGULATIONS.GENERAL NOTE:ALL DUMPSTERS FOR DEMOLITION MUST BE COVERED WHEN NOT BEING USED AND AT THE END OF THE DAY TO PREVENT DEBRIS FROM BLOWING AND CAUSING F.O.D.REVISIONS# DATEDESCRIPTIONBY80CONFORMED SET
UNKRESTRICTEDAREA
KEEP OUTGENERATOR5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
5'- 0 1/4"
BOS
BOS
BOSBOSBOSBOS
REF.DWBUILDING ADDITIONCANOPYCANOPYCANOPYEXISTINGPARKING GARAGENEW LOADING DOCK FACILITYSKYWALK ADDITION 1-LD-A1011EXISTING WELCOME CENTER1-ELD-A1011EXISTING LOADING DOCK1-BC3-A1011INBOUND BAGGAGE CLAIMA1-061-NEE-A10111-NEE-A10111-FIS-A10111-GE-A7015CUSTOMS FISINBOUND BAGGAGENEW GATES 1-4TICKETINGOUTBOUND BAGGAGESCREENINGCUSTOMSFISBLOCKHOUSE ADDITION500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/64" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:44:33 PM1-G-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE FLOOR PLAN - 1ST FLOOR PHASE 107-14-2017S12014NNORTH 1/64" = 1'-0"1COMPOSITE FLOOR PLAN - 1ST FLOOR PHASE 1ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET81
29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8"8'-1"7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE60" DIVEST TABLERoof
Minimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or aboveFRONT
L3ENT
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REXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE60" DIVEST TABLERoof
Minimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or aboveFRONT
L3 ENT
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REXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE60" DIVEST TABLEBINSEMPTY
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BINSEMPTYBINSEMPTY AT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLE
Roof
Minimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or aboveFRONT
L3ENT
E
R
EXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE60" DIVEST TABLERoof
Minimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONT
L3
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R
EXIT TDC/CAT
TDC/CAT
TDC/CAT
TDC/CAT
TDC/CA
TTDC/CAT
TDC/CAT
TDC/CATAVSAVS
FR
O
N
T
ETDBLS
AVSAVS
FR
O
N
T
ETDBLS
FR
O
N
T
ETDBLSAVS
FR
O
N
T
ETDBLS
AVS
AVS
AVS
FR
O
N
TETDBLS
23'-9"3'LADA GA TE WTMDCEIA
1
2ETDETD
ETD
ETD
LL4
3L4
3L3L3
2
3'-9"3'LADA GA TE WTMDCEIA
1
2
3'-9"3'LADA GA TE WTM
DCEIA
1
2
3'-9"3'LADA GA TE WTM
DCEIA
1
EXISTINGPARKING GARAGEBUILDING ADDITIONOPENNEW LOADING DOCK FACILITYSKYWALK ADDITIONNEW SCREENING AREANEW CANOPYTICKETINGNEW ROOFNEW KIDS AREAEXISTINGWELCOME CENTER1-LD-A10312-OB-A10711-NEE-A10121-SA-A10411-SA-A6035NEW GATES 1-4SECURITY BACK CHECK LANENEW CANOPYEXISTING WAITING AREASAA OFFICESEXISTING GATES RENAMED 5-9NEW CANOPYEXISTING WAITING AREAEXISTING GATES RENAMED 10-16SECURITY BACK CHECK LANENEW CANOPYNEW CANOPYNEW CANOPYNEW CANOPY500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/64" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:45:10 PM1-G-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE FLOOR PLAN - 2ND FLOOR PHASE 107-14-2017S12014 1/64" = 1'-0"1COMPOSITE FLOOR PLAN - 2ND FLOOR PHASE 1NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET82
REF.DWFIREEXTINGUISHERBRACKETMOUNTED2'-3"4'-0"2'-3"4'-0"FIREEXTINGUISHERCABINETLOADING DOCKLD-1CHIEFLD-20RESTROOMLD-2COOLERLD-3HVACLD-4STORAGELD-9OFFICELD-6RESTROOMLD-7BADGINGLD-5HVACLD-11INTERVIEWLD-10STORAGELD-17ARMSLD-15CORRIDORLD-14RECEPTIONLD-8OFFICELD-18OFFICELD-19BREAK ROOMLD-21RESTROOMLD-13SHOWERLD-12PATH LD1PATH LD1PATH LD2PATH LD2PATH LD3PATH LD3PATH LD5PATH LD4PATH LD5PATH LD6PATH LD6PATH LD7PATH LD7PATH LD4FE-BFE-BFE-BFE-RFE-RFE-RPOLICE STATIONBADGINGLOADING DOCKITLD-16FIRE RISER ROOMLD-22(2) HOUR WALL UL U914 - FLOOR TO DECK(2) HOUR WALL UL U914- FLOOR TO DECKPATH LD3FE-BFLOOR PALLETS FOR EGRESS DISTANCE REFER TO CHART BELOW - TYPTOTAL EXIT WIDTH REQUIRED (1005.1) TOTAL OCCUPANT LOAD x 0.2 INCHES PER PERSON = INCHES REQUIRED33 PEOPLE x 0.2 INCHES PER PERSON = 6.6 INCHES REQUIREDEXIT WIDTH PROVIDED5 EXIT DOORS:180 INCHES CLEAR WIDTH TOTAL PROVIDED180 INCHES CLEAR WIDTH PROVIDED OCCUPANCY CALCULATIONS - TERMINAL ASPACE / USE OCCUPANCY AREA OCC. PER S.F. OCC. LOAD POLICE STATION B 1720 S.F. 1/100 18BADGING B 925 S.F. 1/100 10LOADING DOCK S 1492 S.F. 1/300 5 TOTAL 4137 S.F. TOTAL OCCUPANTS 33PEOPLEFIRE PROTECTION SERVICES (FBC 906.3(1)FIRE ALARM SYSTEM AND PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AT A MAXIMUM TRAVEL DISTANCE OF 75'. MAXIMUM FLOOR AREA FOR EACH EXTINGUISHER IS 11,250 S.F. MEANS OF EGRESS (FBC 1004.1.2)MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTBUSINESS100 SF PER OCCUPANTSTORAGE / STOCK300 SF GROSS PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL (1014.3)BUSINESS (SPRINKLED)100 FEET MAXIMUM EXIT ACCESS TRAVEL DISTANCE (1016.2)BUSINESS (SPRINKLED)300 FEET RE: SHEET GS109 SHEET FOR ADDITIONAL INFORMATIONCODE INFORMATION -LOADING DOCK MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (1004.1.2)LEGENDBUSINESS100 GROSSSTORAGE 300 GROSSEMERGENCY LIGHTINGFEWALL MOUNTED FIRE EXTINGUISHER / 10LB TYPE ABCLIFE SAFETY LEGENDEGRESS LEGENDABCOCCUPANT LOAD AT THIS EXITREQUIRED EXIT WIDTHPROVIDED EXIT WIDTHEMERGENCY LIGHT (EM)EXIT SIGNSFLOOR FINISH0'-0"FE-BFE-R(SEMI-RECESSED CABINET)500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 1:57:35 PM1-LD-A100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIFE SAFETY PLAN - NEW LOADING DOCK07-14-2017S12014 1/4" = 1'-0"1LIFE SAFETY PLAN - NEW LOADING DOCKNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDEGRESS DATA LOADING DOCKEXIT ROUTEDISTANCEPATH LD135' - 4"PATH LD234' - 4"PATH LD349' - 10"PATH LD464' - 7"PATH LD527' - 7"PATH LD647' - 4"PATH LD758' - 7"REVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44CONFORMED SET83
REF.DW110' - 0"POLICE STATIONFLOOR0'-0"TRUCK WELL-4'-0"LOADING DOCKLD-1RESTROOMLD-2COOLERLD-3HVACLD-4OFFICELD-6RESTROOMLD-7BADGINGLD-5HVACLD-11SHOWERLD-12RESTROOMLD-13CORRIDORLD-14BREAK ROOMLD-21CHIEFLD-20OFFICELD-19OFFICELD-18RECEPTIONLD-8INTERVIEWLD-10STORAGELD-17ARMSLD-15STORAGELD-9ITLD-16LOW WALL - 24" ABOVE GRADECANOPYCANOPYSECURITY FENCINGFLOOR0'-0"FLOOR0'-0"1-LD-A20111-LD-A201211-LD-A30121-LD-A301CANOPY40' - 0"24' - 8"45' - 4"18' - 5"14' - 5"LOW WALL @ 54" A.F.F. - PROVIDE POST SUPPORT AT 48" O.C. EMBED 4" 30" X 30" COMPUTER STATIONS(BY OWNER)21-LD-A30231-LD-A3021-LD-A40111-LD-A40121-LD-A401313' - 8 1/2"8' - 0"2"8' - 5"2"8' - 2 1/2"VERIFY12' - 0"1/4"34' - 8"3' - 4"2' - 0"8"LOADING DOCK RAMP22' - 8"8"LOW WALL - 24" ABOVE GRADE2' - 8"8' - 0"2' - 8"8' - 0"4' - 0"6' - 0"2' - 0"3' - 4"5' - 4"8' - 0"4' - 0"8' - 0"6' - 8"3' - 4"2' - 8"8' - 0"3' - 4"8' - 0"4' - 0"8' - 0"4' - 0"4' - 0"8' - 0"10' - 8"8' - 0"9' - 4 1/4"4' - 10"12' - 2"5' - 5"8' - 4"14' - 1"11' - 5"11' - 5"8' - 4"9' - 9 1/2"5' - 5"9' - 6"5' - 5"8' - 4"10' - 4"1C14' - 8"3' - 4"36' - 8"6' - 0"CLEAR5' - 0"CLEAR4' - 11 1/2"1A1C63661C13B1A1A13D3D3D233333333B3333331140' - 0"1B11322333331C111B44518' - 0"6' - 0"25' - 4"CANOPYCANOPYCANOPY1-LD-A7111234FIRE RISER ROOMLD-226621-LD-A3036"LEVELER PIT7' - 0"6"6"LEVELER PIT7' - 0"6"REF.BY OWNER784FURNITURE (BY OWNER)HVACREFER TO MECH.1111COOLER PACKAGE - PROVIDE AND INSTALL BY G.C.8' - 9"5' - 1"8' - 6 1/2"4' - 6"FIRE RISER ROOMLD-2240' - 0 1/4"8' - 0"TRENCH DRAIN - REFER TO 5/1-LD-A501SIM51-LD-A501REFER TO CIVIL DRAWINGS FOR ALL BOLLARD LOCATIONSCENTER TRELLIS OVER BOTH DOORSMASONRY SCREEN WALL - PHASE 2FRP TO 60" A.F.F. ON BACKSPLASH OF MOP SINKFRP TO 60" A.F.F. ON BACKSPLASH OF MOP SINK10PHOTO PROCESSING #2 -CENTER ON CEILING CAMERADESK(BY OWNER)18" DEEP OVERHEAD CABINETS WITH CABINETS AND COUTERTOP BELOWSHREDDER(BY OWNER)DESK(BY OWNER)36' - 0"6' - 0"COPY MACHINE(BY OWNER)FINGER PRINT / ID / STATION(BY OWNER)PHOTO PROCESSING #1 - CENTER ON CEILING CAMERA6' - 6"DESK(BY OWNER)SIGHT GLASS IN DOOR12' - 11"5"7' - 9"7"10' - 2"5"6' - 0"5"6' - 11 1/2"11"7' - 6"16' - 3 1/4"9' - 9 1/2"5' - 5"6"9' - 0"5 1/2"13' - 4"5' - 0"3' - 9 1/2"5"13' - 0"3' - 4"11' - 8"3' - 4"17' - 8"FILE CABINETSFILE CABINETSFURNITURE (BY OWNER)LOADING DOCK KEYNOTES#1DOCK LEVELERSNOTE: FOR WALL TYPES REFER TO SHEET 1-A501 AND A502248" X 30" SOUND PANELS - (1) EACH WALL3OVERHEAD DOOR4COUNTERTOPS AT 34" A.F.F.5THROUGH WALL EVIDENCE LOCKER, SUPPLIED BY OWNER INSTALLED BY G.C. 6BRUSHED S.S. RECTANGULAR GROMMET IN PANEL FOR ELECTRICAL CORD ACCESS7LOCKERS, SUPPLIED BY OWNER INSTALLED BY G.C.8EXISTING SAFES, BY OWNER93 SHELVES, PAINTED 3/4" THICK PLYWOOD W/ ROUNDED EXPOSED EDGE STRIP, F.R. WITH ADJUSTABLE WALL BRACKET SUPPORT10REFER TO CIVIL, STRUCTURAL AND ELECTRICAL DRAWINGS FOR PUMP BASIN DESIGN11DOCK BUMPERS & DOCK SEAL SYSTEMWALL TYPE LEGENDNEW STUD WALLEXISTING WALLLOW WALLNEW MASONRY WALL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 1:58:29 PM1-LD-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - NEW LOADING DOCK07-14-2017S12014 1/4" = 1'-0"1FLOOR PLAN - NEW LOADING DOCKORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHREVISIONS# DATEDESCRIPTIONBY409-08-2017ADDENDUM 44CONFORMED SET84
FFFJJ1-LD-A201211-LD-A30121-LD-A301EXPOSED CEILING10' - 0"9' - 0"9' - 0"9' - 0"9' - 0"10' - 0"9' - 0"9' - 0"LOADING DOCKLD-1RESTROOMLD-2COOLERLD-3STORAGELD-9HVACLD-4RESTROOMLD-7OFFICELD-6BADGINGLD-5INTERVIEWLD-10HVACLD-11SHOWERLD-12RESTROOMLD-13STORAGELD-17ITLD-16ARMSLD-15CORRIDORLD-14RECEPTIONLD-8OFFICELD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-2121-LD-A30231-LD-A302BAR JOIST ABOVEALUMINUM TRELLISALUMINUM TRELLISALUMINUM TRELLISMETAL SOFFIT PANELALUMINUM TRELLISMETAL SOFFIT PANEL9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"1-LD-A603421-LD-A303COOLER PACKAGE REFER TO SPEC - SUPPLIED AND INSTALLED BY G.C.FIRE RISER ROOMLD-228' - 0"8' - 0"EXPOSED CEILING9' - 0"9' - 0"EXPOSED CEILINGEXPOSED CEILINGAPAPAPAPAPAPAPAPTRELLIS LIGHTING REFER TO ELECTRICALAPAP9' - 0"REFLECTED CEILING PLAN LEGEND2 X 4 LED LIGHTING FIXTURECEILING SUPPLY DIFFUSER. SEE MECHANICAL DWGS.CEILING RETURN DIFFUSER. SEE MECHANICAL DWGS.EXIT SIGN, ARROW INDICATES EXIT DIRECTION SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATIONINDICATES FINISHED GYP. BOARD CEILING ORSOFFITEMERGENCY LIGHTS RE: ELECTRICAL DRAWINGS2 X 2 LAY-IN ACOUSTICAL TILE IN T-BAR GRID. 1.FIXTURES, CONDUITS, DUCTWORK, PIPING, ETC. SHALL BE INSTALLED AS HIGH AS POSSIBLE.2.ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO VERIFY QUANTITIES AND COORDINATE LOCATIONS IN THE FIELD WITH THE FIRE DEPARTMENT FIRE INSPECTOR.3.EMERGENCY LIGHTING SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE.4.MECHANICAL DIFFUSERS TO MATCH ADJACENT CEILING TILE.5. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURES REFLECTED CEILING GENERAL NOTESRECESSED LED CAN LIGHTINGSURFACE MOUNTED EXTERIOR WALL PACKINTERIOR WALL HEIGHT LEGENDFULL HEIGHT WALL ATTACHED TO DECKWALL TO EXTEND TO 6" ABOVE FINISHED CEILING - BRACE TO STRUCTURE ABOVE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 1:59:14 PM1-LD-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - NEW LOADING DOCK07-14-2017S12014 1/4" = 1'-0"1REFLECTED CEILING PLAN - NEW LOADING DOCKORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHNOTE: ALUMINUM INFILL PANEL (AP). SLOPE TO FRONT EDGE 1/4" / FT. (TYP)REVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44CONFORMED SET85
SLOPE 1/2:12NEW STANDING SEAM METAL ROOFING (ULTRA DEK BY MBCI OR ARCHITECT APPROVED EQUAL) CONTINUOUS PRE-FINISHED .032 ALUMINUM GUTTER16' - 0"27' - 11"16' - 0"26' - 8"8' - 0"8' - 0"12' - 4"15' - 3 1/2"11' - 6"62' - 10 1/2"5' - 0"DOWNSPOUT4 LOCATIONSNEW STANDING SEAM METAL ROOFING (TITE LOC BY PAC CLAD OR APPROVED EQUAL) ALUMINUM CANOPYNEW STANDING SEAM METAL ROOFING (TITE LOC BY PAC CLAD OR APPROVED EQUAL) SLOPE 3:12SLOPE 3:12WALL LIGHTING FIXTUREREFER TO ELECTRICAL40' - 0"3' - 1"110' - 0"3' - 0"5' - 0"24' - 0"VTRREFER TO PLUMBING21-LD-A50111-LD-A50141-LD-A501DSDSDSDSAPAPAPAPAPAPAPAPFURTURE SECURITY WALL IN PHASE 23' - 0"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 2:01:03 PM1-LD-A103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAROOF PLAN - NEW LOADING DOCK07-14-2017S12014 1/4" = 1'-0"1ROOF PLAN - NEW LOADING DOCKNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDNOTE: ALUMINUM INFILL PANEL (AP). SLOPE TO FRONT EDGE 1/4" / FT. (TYP)REVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44CONFORMED SET86
STUCCO FINISHALUMINUM TRELLISW/ TIE-BACKSLOADING DOCK LEVELERS, BUMPERS AND SEALS21-LD-A30231-LD-A302ALUMINUM TRELLISW/ TIE-BACKSSTANDING SEAM CANOPY ROOF BY "PAC CLAD MODEL TITE LOC" WITH 18" SEAM SPACINGWATER PROOF CONCRETE LOADING DOCK RETAINING WALL -SEE STRUCTURALSTUCCO FINISHT/ 10" CMU15'-4"B/ CANOPY12'-0"FLOOR LINE0'-0"PIT DEPTH-4'-0"2' - 8"1' - 4"8' - 0"8' - 0"8' - 0"8' - 0"SECURITY FENCECONTROL JOINT1 1/2" ALUMINUM PIPE RAILSTUCCO FINISHCONTROL JOINTCONTROL JOINTEXTERIOR ELECTRICAL FIXTUREREFER TO ELECTRICALLD1CLD1ALD1LD1BLD821-LD-A303LOADING DOCK LEVELERS, BUMPERS AND SEALSVEHICLE RESTRAINT SYSTEMWINDOW SILL REFER TO 3/1-LD-A6031" STUCCO REVEALB/ TRELLIS8'-0"12INSTALL 5" LETTER SIGNAGE FOR ALL LOADING DOCK DOORS TO IDENTIFY LOADING AND UNLOADING FOR VENDERS - G.C. TO COORDINATE WITH SAA FOR NUMBERING SYSTEM31' - 6"BOLLARDS - REFER TO CIVIL8' - 0"CONTROL JOINT - TYPALUMINUM TRELLISW/ TIE-BACKSBEYOND 5/8" THICK SMOOTH FINISH STUCCO - PAINTED11-LD-A302ALUMINUM TRELLISW/ TIE-BACKS1 1/2"Ø ALUMINUM GUIDERAIL AT LOADING DOCKWALL MOUNTED HVAC UNITREFER TO MECHANICALELECTRICAL DISCONNECT SWITCH; REFER TO ELECTRICALT/ 10" CMU15'-4"BOTTOM OF TRELLIS8'-0"FLOOR LINE0'-0"T/ 10" CMU15'-4"TOP OF RAILING3'-6"FLOOR LINE0'-0"T/ 8" CMU12'-0"PIT DEPTH-4'-0"CONTROL JOINTCLEARANCE4"(MAX.)4' - 0"1' - 6"WATER PROOF CONCRETE REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONSEXTERIOR ELECTRICAL FIXTUREREFER TO ELECTRICALLD1EMETAL ENCLOSUREREFER TO DETAIL 3/A-LD-A501 ALUMINUM TRELLISW/ TIE-BACKSBEYOND STANDING SEAM CANOPY ROOFMETAL ENCLOSUREREFER TO DETAIL 3/A-LD-A501 STANDING SEAM CANOPY ROOF BY "PAC CLAD MODEL TITE LOC"BOLLARDS -REFER TO CIVILBOTTOM OF CANOPY10'-0"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 2:01:46 PM1-LD-A201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATIONS - NEW LOADING DOCK07-14-2017S12014 1/4" = 1'-0"1SOUTH ELEVATION - NEW LOADING DOCK 1/4" = 1'-0"2WEST ELEVATION - NEW LOADING DOCKORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44CONFORMED SET87
11-LD-A301CONTINUOUS PREFINISHED ALUMINUM GUTTER AND DOWNSPOUTS - TIE INTO UNDERGROUND COLLECTION SYSTEM -REFER TO CIVIL DRAWINGSNEW ALUMINUM TRELLIS W/TIE-BACKS7/8" THICK SMOOTH FINISH STUCCO -PAINTEDSTANDING SEAM METAL ROOFING (ULTRA DEK BY MBCI OR APPROVED EQUAL) OVER PEEL AND STICK FLASHING ON 5/8" EXTERIOR SHEATHING AND R-20 POLYISO RIGID INSULATION STUCCO ACCENT BAND -SMOOTH FINISH 8' - 0"FLOOR LINE0'-0"BOTTOM OF TRELLIS8'-0"T/ 8" CMU12'-0"PARAPET15'-4"3' - 9 1/2"1' - 4"4' - 8"6' - 0"31-LD-A501CONTINUOUS PREFINISHED ALUMINUM GUTTER AND DOWNSPOUTS - TIE INTO UNDERGROUND COLLECTION SYSTEM -REFER TO CIVIL DRAWINGSCONTROL JOINTCONTROL JOINTCONTINUOUS PREFINISHED ALUMINUM GUTTER AND DOWNSPOUTS - TIE INTO UNDERGROUND COLLECTION SYSTEM -REFER TO CIVIL DRAWINGSELECTRICAL SERVICE PANELREFER TO ELECTRICALEXTERIOR ELECTRICAL FIXTUREREFER TO ELECTRICALELECTRICAL DISCONNECTREFER TO ELECTRICAL LD14LD1DMECHANICAL EQUIPMENT - REFER TO MECHANICAL41-LD-A501LD22WINDOW SILL REFER TO 3/1-LD-A603T/ 8" CMU (NORTH WALL)13'-4"LD16CONTINUOUS FLASHINGSTANDING SEAM CANOPY ROOF BY "PAC CLAD MODEL TITE LOC"LINTEL REFER TO STRUCTURAL1' - 6"10' - 0"3' - 2"38"X18" WALL LOUVER5' - 5"21-LD-A301STUCCO FINISHNEW ALUMINUM TRELLISW/ TIE-BACKSADJACENT SCREEN WALLREFER TO LANDSCAPING PLANS FOR DETAILSSECURITY WALL TO BE BUILT IN PHASE 2NEW ALUMINUM GUARD RAILAT LOADING DOCKOUTBOUND EXPANSION (FUTURE PHASE OF WORK)FLOOR LINE0'-0"TOP OF SCREEN WALL8'-0"T/ 10" CMU15'-4"T/ 8" CMU12'-0"CLEARANCE4"CONTROL JOINTCONTROL JOINTCONTROL JOINT6' - 0"1' - 4"2' - 8"EXTERIOR ELECTRICAL FIXTUREREFER TO ELECTRICAL1" STUCCO REVEALSIGNAGEROOF LINESTANDING SEAM CANOPY ROOF BY "PAC CLAD MODEL TITE LOC"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:49:21 PM1-LD-A202PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATIONS - NEW LOADING DOCK07-14-2017S12014 1/4" = 1'-0"1NORTH ELEVATION - NEW LOADING DOCK 1/4" = 1'-0"2EAST ELEVATION - NEW LOADING DOCKORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET88
21-LD-A301BADGINGLD-51-LD-A30311-LD-A5014CONTINUOUS 5"X6" PREFINISHED ALUMINUM GUTTERSTANDING SEAM METAL ROOF BY PAC CLAD MODEL TITE LOC -CANOPY ROOFFLOOR LINE0'-0"JOIST BEARING12'-8"CANOPY9'-10"T / 10" CMU15' - 4"T / 8" CMU12' - 0"T / STOREFRONT8' - 0"T / RAILING3' - 6"10' - 0"4' - 6"HALF WALLCONTINUOUS PRE-FINISHED ALUMINUM COPING"ULTRA DEK BY MBCI" STANDING SEAM ROOF OVER PEEL AND STICK MEMBRANE OVER 5/8" EXTERIOR SHEATHING OVER RIGID INSULATION - R-20 MIN OVER METAL DECKCONTINUOUS FLASHINGDOCK SEAL -BEYONDMETAL RAILING -PAINTEDSTANDING SEAM METAL ROOF BY PAC CLAD MODEL TITE LOC - CANOPY ROOFJOIST BEARING14' - 0"LD71-LD-A711511-LD-A301LOADING DOCKLD-1BADGINGLD-5INTERVIEWLD-10ARMSLD-15CORRIDORLD-14BREAK ROOMLD-211-LD-A3021COOLERSUSPENDED GYPSUM BOARD CEILINGW/ METAL FRAMING SYSTEMSOUND WALL PANELS9' - 0"ACOUSTICAL CEILING W/ GRID SYSTEMACOUSTICAL CEILING W/ GRID SYSTEMBREAK LINE IN SECTION MARKERLD1ELD1DLD17LD15LD14"ULTRA DEK BY MBCI" STANDING SEAM ROOF OVER PEEL AND STICK MEMBRANE OVER 5/8" EXTERIOR SHEATHING OVER RIGID INSULATION - R-20 MIN OVER METAL DECK8' - 0"15' - 4"10' - 0"FLOOR LINE0'-0"T/ 10" CMU15'-4T/ 8" CMU12'-0"BRACE ALL WALLS THAT DO NOT EXTEND TO THE DECK500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 2:02:33 PM1-LD-A301PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABUILDING SECTIONS - NEW LOADING DOCK07-14-2017S12014 1/4" = 1'-0"1NORTH - SOUTH SECTION AT LOADING DOCK 1/4" = 1'-0"2EAST - WEST SECTION AT LOADING DOCKORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 444CONFORMED SET89
ULTRA DEK METAL ROOF BY MBCIOVER CONTINUOUS PEEL AND STICK MEMBRANE OVER EXTERIOR GRADE SHEATHING ON R-20 RIGID INSULATION ON METAL DECK1' - 4"HOLLOW METAL DOOR ANDFRAME; REFER TO DOOR SCHEDULECORE FILL 500 ON ALL EXTERIOR WALLS - TYPALUMINUM TRELLIS W/TIE-BACK RODS AND DIVERTER PANSTEEL JOISTS; REFER TOSTRUCTURAL5/8" STUCCO FINISHOVER CMU6" CONCRETE SLAB; REFERTO STRUCTURAL10 MIL VAPOR BARRIER ONTERMITE TREATED COMPACTED FILLNEW CONCRETE FOOTER;REFER TO STRUCTURALNEW CONCRETE SIDEWALK;REFER TO CIVIL.032 ALUMINUM COPING CAPOVER P.T. WOOD BLOCKING3' - 0"FLOOR FINISH AS SCHEDULED1-LD-A5011LOADING DOCKLD-1T/ 10" CMU15'-4"FLOOR LINE0'-0"T/ DOOR FRAME7'-4"T/ 8" CMU12'-0"EXTEND ROOF FLASHING OVER PARAPET - TYPRAIN DIVERTER.032 ALUMINUM COPING CAPOVER P.T. WOOD BLOCKINGULTRA DEK METAL ROOF BY MBCIOVER EXTERIOR SHEATHING ON R-20RIGID INSULATION ON METAL DECK2'x2' ACT AND GRID5/8" STUCCO FINISHOVER 10" CMU WALL5/8" GYP. BRD. OVER 1 1/2" FURRING STRIPS @ 16" O.C.W/ RIGID INSULATIONCLEAR ANODIZED ALUMINUM WINDOW FRAMECONTINUOUS ALUMINUM FLASHING WITHCAULK ON INSIDECONTINUOUS ALUMINUM FLASHING WITHCAULK1/2" SOLID SURFACECONT. VINYL BASECONCRETE SLAB;REFER TO STRUCTURAL10 MIL VAPOR BARRIER OVERTERMITE TREATED COMPACTED FILLCONT. CONCRETE FOOTING;REFER TO STRUCTURALSTEEL JOISTS;REFER TO STRUCTURAL1-LD-A5012CONT. SILICONE SEALANTCONT. SILICONE SEALANT5/8" STUCCO FINISHOVER CMU WALLBADGINGLD-5FLOOR LINE0'-0"T/ WINDOW8'-0"T/ 8" CMU12'-0"T/ 10" CMU15'-4"GRADE REFER TO CIVILSILL5'-4"CORE FILL 500 ON ALL EXTERIOR WALLS - TYPCORE FILL 500 ON ALL EXTERIOR WALLS - TYPCONT. FOOTING;REFER TO STRUCTURALCONCRETE SLAB;REFER TO STRUCTURAL10 MIL VAPOR BARRIER OVERTERMITE TREATED CLEAN COMPACTED FILL5/8" GYP. BRD. OVER 1 1/2" FURRINGSTRIPS WITH RIGID INSULATIONFLOOR FINISH AS SCHEDULEDOFFICELD-182' - 8"1' - 4"3' - 0"1/2" SOLID SURFACE SILLCLEAR ANODIZED ALUMINUM WINDOW FRAME - KAWNEER IR501T WITH THERMAL GLAZINGCONT. CAULK AT PAN FLASHING5/8" GYP. BRD. OVER 1 1/2" FURRINGSTRIPS WITH RIGID INSULATION2'x2' ACT AND GRIDSTEEL JOISTS;REFER TO STRUCTURALULTRA DEK METAL ROOF BY MBCIOVER EXTERIOR SHEATHING ON R-20RIGID INSULATION ON METAL DECK.032 ALUMINUM COPING CAP OVERP.T. WOOD BLOCKING5/8" STUCCO FINISHOVER CMU WALLALUMINUM TRELLISWITH TIE-BACKS AND RAINDIVERTERCONT. SILICONESEALANTCONT. SILICONESEALANT5/8" STUCCO FINISHOVER CMU WALL1-LD-A5012FLOOR LINE0'-0"T/ WINDOW8'-0"T/ 8" CMU12'-0"T/ 10" CMU15'-4"GRADE REFER TO CIVILSILL5'-4"CORE FILL 500 ON ALL EXTERIOR WALLS - TYPCORE FILL 500 ON ALL EXTERIOR WALLS - TYP500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 3/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 2:03:28 PM1-LD-A302PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTIONS - NEW LOADING DOCK07-14-2017S12014 3/4" = 1'-0"1LOADING DOCK WALL SECTION @ DOOR 3/4" = 1'-0"2LOADING DOCK WALL SECTION @ WINDOW 3/4" = 1'-0"3LOADING DOCK WALL SECTION @ HIGH WINDOWORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44CONFORMED SET90
BADGINGLD-5ALUMINUM STOREFRONTDOOR WITH TRANSOM; REFERTO DOOR SCHEDULEALUMINUM TRELLIS W/TIE-BACK RODSALUMINUM LOADING DOCKRAILING BEYONDCONCRETE SLAB;REFER TO STRUCTURAL10 MIL VAPOR BARRIEROVER TERMITE TREATEDCOMPACTED FILLCONT. CONCRETE FOOTER;REFER TO STRUCTURALULTRA DEK METAL ROOF BY MBCIOVER CONTINUOUS PEEL AND STICK MEMBRANE OVER EXTERIOR SHEATHING ON R-20 RIGID INSULATION ON METAL DECK.032 ALUMINUM COPING CAPOVER P.T. WOOD BLOCKING5/8" STUCCO FINISHOVER CMU WALL5/8" GYP. BRD. OVER 1 1/2" FURRING STRIPSW/ RIGID INSULATIONSTANDING SEAM CANOPY ROOFBEYONDSTEEL JOISTS;REFER TO STRUCTURALDOCK SEAL BEYOND2' - 0"1' - 6"2'x2' ACT AND GRIDT/ 8" CMU12'-0"CORE FILL 500 ON ALL EXTERIOR WALLS - TYP1-LD-A5013HEAD DOCK SEALJAMB DOCK SEALBEYONDROLL-UP DOORREFER TO SCHEDULEALUMINUM GUARDRAILREFER TO CIVILRETAINING WALLREFER TO CIVIL / STRUCTURALREFER TO STRUCTURAL FOR ELEVATION, SIZE AND REINFORCEMENTEXPANSION JOINT W/ SEALANT AND BACKER RODWATER PROOF CONCRETEREFER TO STRUCTURALTRENCH DRAINLOADING DOCK APRONSLOPED TO TRENCH DRAINSREFER TO CIVIL & STRUCT.RUBBER DOCK BUMPERREFER TO SPEC.GALVANIZED DOCK LEVELER PLATFORMGALVANIZED DOCK LEVELER PIT FRAMEVERIFY W/ SUPPLIER1' - 7"VERIFY W/ SUPPLIER6' - 0"PIT WALLREFER TOSTRUCT.SLOPEMIN.4"8" CMU REFER TO STRUCTURAL FOR BOND BEAM LOCATION AND REINFORCINGSTEEL ANGLE AT PERIMETER OF PITREFER TO STRUCTURAL NEW 5" CONCRETE SLAB;REFER TO STRUCTURALNEW 10 MIL VAPOR BARRIEROVER TERMITE TREATEDCOMPACTED FILLT/ 10" CMU15'-4"FLOOR LINE0'-0"T/DOOR10'-0"FLOOR LINE-4'-0"B/ CANOPY12'-0"T/ 10" CMU15'-4"48" O.C.CORE FILL 500 ON ALL EXTERIOR WALLS - TYP500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 3/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:50:20 PM1-LD-A303PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTIONS - NEW LOADING DOCK07-14-2017S12014 3/4" = 1'-0"1LOADING DOCK WALL SECTION 2ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BY 3/4" = 1'-0"2LOADING DOCK WALL SECTION 3CONFORMED SET91
RESTROOMLD-21-LD-A71211245e11d8a1312171920HVACLD-4COOLERLD-3LOADING DOCKLD-13' - 6"1' - 0"7 1/4"7' - 3"1' - 3"1' - 4 1/2"1' - 6"7' - 8"234LD23' - 0"6"5' - 6"RESTROOMLD-71245b11d8a131219201-LD-A71256782"8' - 0"1' - 3"5' - 1 1/2"1' - 0"2' - 0"1' - 0"3' - 6"1' - 6"1' - 6"3331A7' - 6"MASONRY OPENING3' - 4"SHOWERLD-12RESTROOMLD-13121345e8a12192011d142019125b8a11e133' - 9"5' - 2 1/2"7' - 5 1/2"6"9' - 3 1/2"7' - 4 1/2"5 1/2"7 1/2"SHOWERREFER TO PLUMBINGLD12LD131-LD-A7121191-LD-A71215131' - 6"1' - 6"CORRIDORLD-14HVACLD-1110121614SURFACE MOUNTED OPTION141516#136" GRAB BAR242" GRAB BAR3BABY CHANGING TABLEa. SOLID SURFACE BABY CHANGING TABLE WITH INTEGRAL 4" FRONT EDGEb. STAINLESS STEEL RECESSED BABY CHANGING STATIONc. SURFACE MOUNTED ADA CHANGING STATION4WALL/ FLOOR MOUNTED TOILET - FLUSH VALVE ON OPEN SIDE OF SPACE IN ALL ADA STALLS - REFER TO PLUMBING5TOILET PAPER DISPENSERa. RECESS MOUNTED JUMBO TISSUE DISPENSERb. RECESS MOUNTED JUMBO TISSUE DISPENSER WITH SANITARY NAPKIN DISPOSALc. NOT USEDd. NOT USEDe. PARTITION/WALL MOUNTED JUMBO DISPENSER7SANITARY NAPKIN DISPOSALa. SHARED PARTITION MOUNTEDb. PARTITION SURFACE MOUNTEDc. RECESSED8MIRRORa. 24" X 36" WALL MOUNTEDb. 24" X 48" WALL MOUNTEDc. 18" X 36" WALL MOUNTED9WALL MOUNTED URINAL10SOLID SURFACE COUNTER WITH 1 1/2" INTEGRAL FRONT EDGE. COUNTER MOUNTED AT 5'-0" AFF.11SINKS - REFER TO PLUMBING & ELECTRICAL DRAWINGSa. ADA SINGLE SOLID SURFACE TROUGH SINK WITH TOUCHLESS HANDWASHING CONTROLb. CONTINUOUS SOLID SURFACE TROUGH SINK AND 2 TOUCHLESS WASH BAR. c. CONTINUOUS SOLID SURFACE TROUGH SINK AND 3 TOUCHLESS WASH BAR. d. STANDARD ADA COMPLIANT WALL MOUNTED SINK WITH ADA FAUCET CONTROLSe. ADA COMPLIANT DROP IN SINK AND FAUCETRESTROOM LEGEND12ADA WALL MOUNTED SOAP DISPENSER13ADA WALL MOUNTED DRYERADA COMPLIANT SHOWER SEAT14SHOWER CURTAIN AND ROD15PLASTIC LAMINATE TALL CABINET1617MOP SINK WITH WALL MOUNTED MOP CLIPS18HI / LOW ADA DRINKING FOUNTAINS19WALL MOUNTED COAT HOOKS20ADA RESTROOM WALL SIGNAGE21WALL TILE - REFER TO SHEET G106 FOR FINISHa. FIELD TILEb. ACCENT TILEc. BULLNOSE TILEd. COVE BASE TILE 1. REFER TO SHEET G111 FOR ADA SPECIFICATIONS.2. ALL FIELD WALL TILE GROUT LINES TO ALIGN WITH FLOOR GROUT LINES. 3. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.GENERAL NOTES22TOILET PARTITION23PARTITION MOUNTED COAT HOOKXX24NAPKIN/TAMPON VENDOR6PLASTIC LAMINATE COUNTER WITH 4" BACKSPLASH ON 3 SIDES. COLOR TBD.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 2:04:16 PM1-LD-A401PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLANS - RESTROOMS - NEW LOADINGDOCK07-14-2017S12014 1/2" = 1'-0"1LOADING DOCK RESTROOM 1/2" = 1'-0"2BADGING RESTROOM 1/2" = 1'-0"3POLICE STATION RESTROOMORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY409-08-2017ADDENDUM 44CONFORMED SET92
FULL HEIGHT PARAPET FLASHINGNEW ULTRA DEK METAL ROOF BY MBCI ON EXTERIOR SHEATHINGR-20 RIGID INSULATIONMETAL DECKNEW 0.40 ALUMINUM COPING CAP OVER PRESSURE TREATED WOOD BLOCKINGPREFINISHED ALUMINUM TRIM/ CLIP, OVER 5/8" SHEATHINGPRESSURE TREATED WOOD BLOCKING5/8" STUCCO FINISH OVER CMU10" CMU8" BOND BEAMSTEEL ANGLE - REFER TO STRUCTURAL T/ 8" CMU12'-0"T/ 10" CMU15'-4"CONTINUOUS DRIP EDGECONTINUOUS PEEL AND STICK MEMBRANEBOND BEAM - REFER TO STRUCTURALBOND BEAM - REFER TO STRUCTURALPAINTCORE FILL 500 ON ALL EXTERIOR WALLS - TYP5/8" EXTERIOR SHEATHINGPREFINISHED METAL SOFFIT PANELULTRA DEK STANDING SEAM METAL ROOFINGMETAL FRAMINGPEAL & STICK WEATHER BARRIERPREFINISHED METAL FLASHINGBOND BEAM - REFER TO STRUCTURALBOND BEAM - REFER TO STRUCTURALCORE FILL 500 ON ALL EXTERIOR WALLS - TYPNEW 0.40 ALUMINUM COPING CAP OVER PRESSURE TREATED WOOD BLOCKINGPREFINISHED ALUMINUM TRIM/ CLIP, OVER 1/2" SHEATHINGPRESSURE TREATED WOOD BLOCKING5/8" STUCCO FINISH OVER CMU10" CMU8" CMU - REFER TO STRUCTURALPARAPET METAL FLASHINGNEW ULTRA DEK METAL ROOF BY MBCI ON EXTERIOR SHEATHINGR-20 RIGID INSULATIONMETAL DECKGWB. OVER 1 1/2" FURRING STRIPS W/ RIGID INSULATIONT/ 8" CMU12'-0"T/ 10" CMU15'-4"BOND BEAM - REFER TO STRUCTURALBOND BEAM - REFER TO STRUCTURALCORE FILL 500 ON ALL EXTERIOR WALLS - TYPNEW ULTRA DEK BY MBCI OR ARCHITECT APPROVED EQUAL METAL ROOF BY MBCI ON EXTERIOR SHEATHING3" R-20 RIGID INSULATIONMETAL DECK5/8" STUCCO FINISH OVER CMUGWB. OVER 1 1/2" FURRING STRIPS W/ RIGID INSULATION -PAINTED8" CMU - REFER TO STRUCTURAL FOR BOND BEAM LOCATION AND REINFORCEMENTSTEEL ANGLE - REFER TO STRUCTURAL TOP OF MASONRY13'-4"CONTINUOUS 5"X6" PREFINISHED ALUMINUM GUTTERCONTINUOUS FLASHINGCORE FILL 500 ON ALL EXTERIOR WALLS - TYP12" WIDE METAL TRENCH DRAIN BY ZURN MODEL Z882 PERMA-TRENCH OR ENGINEER APPROVED EQUALSLOPE TO DRAINSLOPE TO DRAIN* SLOPE BOTTOM OF TRENCH DRAINTO TIE IN WITH EXISTING DRAINAGECONCRETE PAVING- REFER TO STRUCTURAL FOR REINFORCEMENT10 MIL. VAPOR BARRIERCOMPACTED EARTH1' - 0"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:50:55 PM1-LD-A501PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADETAILS - NEW LOADING DOCK07-14-2017S12014 1 1/2" = 1'-0"1LOADING DOCK PARAPET DETAIL 1" = 1'-0"3LOADING DOCK CANOPY DETAIL 1 1/2" = 1'-0"2LOADING DOCK PARAPET DETAILORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BY 1 1/2" = 1'-0"4LOADING DOCK ROOF DETAIL. 3" = 1'-0"5TRENCH DRAINCONFORMED SET93
REF.DWLD125002501LD1ALD2LD1DLD1ELD1CLD1BLD14LD13LD12LD11LD10LD18LD19LD20LD8LD8ALD17LD15LOADING DOCKLD-1RESTROOMLD-2COOLERLD-3HVACLD-4OFFICELD-6RESTROOMLD-7BADGINGLD-5HVACLD-11SHOWERLD-12RESTROOMLD-13CORRIDORLD-14BREAK ROOMLD-21CHIEFLD-20OFFICELD-19OFFICELD-18RECEPTIONLD-8INTERVIEWLD-10STORAGELD-17ARMSLD-15STORAGELD-9LD22FIRE RISER ROOMLD-22ITLD-16LD16LD7LD9LD4LD6LD5WALL TYPE LEGENDNEW WALLEXISTING WALLDOOR TAG - REFER TO SCHEDULE#NEW MASONRY WALLADD SIGN TO FRONT FACE OF ALL DOORS THAT ENTER INTO SECURE AREAHEIGHT = 18"WIDTH = 18"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 2:06:58 PM1-LD-A601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR SCHEDULE AND KEY PLAN - NEW LOADINGDOCK07-14-2017S12014 3/16" = 1'-0"1DOOR SCHEDULE KEY PLAN - NEW LOADING DOCKNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDDOOR SCHEDULE - LOADING DOCKSAA #CARDREADERDoor # Room NameDoor Size DoorLabelDetails FrameHardwareSetCommentsWidth Height Thickness Door Material Door FinishHead Jamb Threshold Material FinishYES LD1 LOADING DOCK 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINT AUTHORIZEDPERSONNEL ONLY1/1-LD-A602 2/1-LD-A602 3/1-LD-A602 HOLLOW METAL PAINT 3NO LD1A LOADING DOCK 6' - 0" 8' - 0" 1 3/4" ALUMINUMPREFINISHED10/1-LD-A602 11/1-LD-A602 12/1-LD-A602 STEELPAINT 1NO LD1B LOADING DOCK 8' - 6" 10' - 0" 1 3/4" ALUMINUMPREFINISHED10/1-LD-A602 11/1-LD-A602 12/1-LD-A602 STEELPAINT 1 PROVIDE DOCK BUMPERS ANDDOCK SEALSNO LD1C LOADING DOCK 8' - 6" 10' - 0" 1 3/4" ALUMINUMPREFINISHED10/1-LD-A602 11/1-LD-A602 12/1-LD-A602 STEELPAINT 1 PROVIDE DOCK BUMPERS ANDDOCK SEALSYES LD1D LOADING DOCK 6' - 0" 8' - 0" 1 3/4" ALUMINUMPREFINISHED10/1-LD-A602 11/1-LD-A602 12/1-LD-A602 STEELPAINT 1YES LD1E LOADING DOCK 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINT1/1-LD-A602 2/1-LD-A602 3/1-LD-A602 HOLLOW METAL PAINT 2NO LD2 RESTROOM 3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAINUNISEX -RESTROOM7/1-LD-A602 8/1-LD-A602HOLLOW METAL PAINT 5NO LD4 HVAC3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAIN7/1-LD-A602 8/1-LD-A602HOLLOW METAL PAINT 6YES LD5 BADGING 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINT BADGING OFFICE 1/1-LD-A602SIM2/1-LD-A602SIMHOLLOW METAL PAINT 14 90 MINUTE FIRE RATED DOOR WITH12 X 24 SIGHT GLASS AND REMOTEDOOR UNLOCK / BUZZERNO LD6 OFFICE 3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAIN7/1-LD-A602 8/1-LD-A602HOLLOW METAL PAINT 7NO LD7 RESTROOM 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTUNISEX -RESTROOM1/1-LD-A602SIM2/1-LD-A602SIMHOLLOW METAL PAINT 5 90 MINUTE FIRE RATED DOORN0 LD8 RECEPTION 3' - 0" 7' - 0" 1 3/4" STOREFRONT PREFINISHED POLICE STATION 1/1-LD-A602 2/1-LD-A602 3/1-LD-A602 ALUMINUM PREFINISHED 25 ADA POWDER ACTUATED DOORYES LD8A RECEPTION 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINT7/1-LD-A602 8/1-LD-A602HOLLOW METAL PAINT 1412 X 24 ONE WAY / SITE VISIONGLASSNO LD9 STORAGE 3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAIN7/1-LD-A602 8/1-SA-A602HOLLOW METAL PAINT 10NO LD10 INTERVIEW 3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAIN INTERVIEW 7/1-LD-A602 8/1-LD-A602HOLLOW METAL PAINT 11 LOCKET OPPERATES FROMCORRIDOR ONLYNO LD11 HVAC3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAIN MECHANICALROOM7/1-LD-A602 8/1-LD-A602HOLLOW METAL PAINT 6NO LD12 RESTROOM 3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAIN UNISEX-SHOWER 7/1-LD-A6028/1-LD-A602HOLLOW METAL PAINT 5NO LD13 RESTROOM 3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAINUNISEX -RESTROOM7/1-LD-A602 8/1-LD-A602HOLLOW METAL PAINT 5YES LD14 CORRIDOR 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINT AUTHORIZEDPERSONNEL ONLY1/1-LD-A602 2/1-LD-A601 3/1-LD-A602 HOLLOW METAL PAINT 2 12 X 24 ONE WAY / SITE VISIONGLASSYES LD15 ARMS3' - 0" 7' - 0" 1 3/4" STEELSTEEL ARMS ROOM 7/1-LD-A602 8/1-LD-A602STEELPAINT 15 HI SECURITY DOOR HARDWAREYES LD16 IT3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINT AUTHORIZEDPERSONNEL ONLY1/1-LD-A602 2/1-LD-A602 3/1-LD-A602 HOLLOW METAL PAINTNO LD17 STORAGE 3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAIN7/1-LD-A602 8/1-LD-A602HOLLOW METAL PAINT 9NO LD18 OFFICE 3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAIN7/1-LD-A602 8/1-LD-A601HOLLOW METAL PAINT 11NO LD19 OFFICE 3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAIN7/1-LD-A602 8/1-LD-A602HOLLOW METAL PAINT 11NO LD20 CHIEF3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAINCHIEF7/1-LD-A6028/1-LD-A602HOLLOW METAL PAINT 11NO LD22 FIRE RISERROOM3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINT AUTHORIZEDPERSONNEL ONLY1/1-LD-A602 2/1-LD-A602 3/1-LD-A602 HOLLOW METAL PAINTGENERAL NOTE: IF DOOR DOES NOT HAVE A CARD READER THEN IT WILL REQUIRE A LOCK AND KEY. KEYING WILL REQUIRE COORDINATION WITH S.A.A.REVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 444CONFORMED SET94
SEALANT, BOTH SIDESHOLLOW METAL DOOR1 1/2" RIGID INSULATION5/8" GYPSUM BOARDLINTEL WITH HORIZONTAL REINFORCEMENT5/8" 3 COAT MEDIUM SAND FINISH STUCCO2X4 WOOD BLOCKING4" HOLLOW METAL FRAME7'-4" A.F.F.5/8" 3 COAT MEDIUM SAND FINISH STUCCOHOLLOW METAL DOORAND 2" FRAMECONCRETE GROUT WITH VERTICAL REINFORCEMENT5/8" GYPSUM BOARD OVER 1 1/2" RIGID INSULATIONSEALANT, BOTH SIDESMASONRY ANCHORDOORHOLLOW METAL DOORFRAMEFLOOR FINISH PER SCHEDULEMETAL THRESHOLD SET IN FULLBET OF MASTIC(2) 3'x7' ALUMINUM STOREFRONT DOORSW/ IMPACT RESISTANT GLASS; GRAY TINT ALUMINUM JAMBBEYONDALUMINUMSTOREFRONTSYSTEMSEALANT - BOTH SIDESP.T. WD SHIM5/8" GYPSUM WALL BOARD1 1/2" RIGID INSULATIONLINTEL - SEE STRUCTURAL2 X 4 WOOD BLOCKINGT.O. TRANSOM2 1/2"5"NEW ALUM. DOOR REFERTO DOOR SCHEDULEGROUTED REINFORCED CELLNEW ALUMINUM JAMB ATTACHEDTO EXISTING STOREFRONT2 1/2"
3/32"3'-0" X 7'-0" DRSEALANT - BOTH SIDES5/8" GYPSUM WALL BOARD1 1/2" RIGID INSULATION2 X 4 WOOD BLOCKING5"EXTERIORPORCELAIN TILE@ LOBBY3/8" PREFORMEDISOLATION JOINTALUM. THRESHOLD RE: TO HARDWARESCHEDULEAPPLIED SWEEPALUM. JAMBBEYOND3'X7' DBL DRS WITH IMPACT GLASS; GRAY TINT10"5/8" GYPSUM BOARD BOTH SIDES3 5/8" METAL STUDS PER WALL TYPESOLID CORE WOOD DOOR BATT INSULATION REFERTO WALL TYPESHOLLOW METAL FRAME7'-0" A.F.F.5/8" GYPSUMBOARD BOTHSIDESDOUBLE 3 5/8"METAL STUDS PER WALL TYPEHOLLOW METALFRAMESOLID CORE WOOD DOOR BATT INSULATION REFERTO WALL TYPES7' - 0"2"MATCH EXISTING HEIGHTCARD READER7' - 2"2"3' - 0"2"3' - 4"SINGLE FLUSH HOLLOW METAL DOOR7' - 0"2"MATCH EXISTING HEIGHTCARD READER7' - 2"2"3' - 0"2"3' - 4"12X24 ONE WAY SITE VISION GLASS2' - 0"6"6"1' - 0"ROLL UP DOOR8" REINFORCED CMU FILLED CELL REFER TO STRUCTURALPAINTHEADPLATE BEYONDEXTERIORLOADING DOCK5/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER REINFORCED 8" CMUFLAME BAFFLEPROTECTIVE STEEL HOOD5/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER REINFORCED 8" CMU8" CMU LINTELS - REFER TO STRUCTURALEXTERIORLOADING DOCK500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 2:08:01 PM1-LD-A602PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR DETAILS, ELEVATIONS AND HARDWARESETS - NEW LOADING DOCK07-14-2017S12014 3" = 1'-0"1EXTERIOR HM DOOR HEAD 3" = 1'-0"2EXTERIOR H/M DOOR JAMB 3" = 1'-0"3THRESHOLD DETAIL 3" = 1'-0"4ALUMINUM ENTRY DOOR HEAD 3" = 1'-0"5ALUMINUM ENTRY DOOR JAMB 3" = 1'-0"6ALUMINUM DOOR THRESHOLD 3" = 1'-0"7INTERIOR DOOR HEAD 3" = 1'-0"8INTERIOR DOOR JAMB 1/2" = 1'-0"9DOOR ELEVATIONS 3" = 1'-0"11ROLL UP DOOR JAMB 3" = 1'-0"10ROLL UP DOOR HEADREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44CONFORMED SET95
REF.DWLOADING DOCKLD-1RESTROOMLD-2COOLERLD-3HVACLD-4OFFICELD-6RESTROOMLD-7BADGINGLD-5HVACLD-11SHOWERLD-12RESTROOMLD-13CORRIDORLD-14BREAK ROOMLD-21CHIEFLD-20OFFICELD-19OFFICELD-18RECEPTIONLD-8INTERVIEWLD-10STORAGELD-17ARMSLD-15STORAGELD-9FIRE RISER ROOMLD-221111112ITLD-1612' - 8"8' - 0"4' - 0"4' - 0"WINDOW TYPE 1KAWNEER IR501T OR ARCHITECT APPROVED EQUAL STOREFRONT WITH THERMAL GLASS14' - 8"3' - 0"3' - 0"6' - 0"WINDOW TYPE 2KAWNEER IR501T OR ARCHITECT APPROVED EQUAL STOREFRONT WITH THERMAL GLASS2HOLLOW METAL FRAME BY KAWNEER IR501T OR ARCHITECT APPROVED EQUALSEALANT - BOTH SIDES3/8" SHIM5/8" GYPSUM WALL BOARD -PAINTEDCORNER J-BEAD1 1/2" RIGID INSULATIONLINTEL - SEE STRUCTURALHORIZONTAL REINFORCEMENT5/8" THICK 3 COAT SMOOTH FINISH STUCCO - PAINTEDWINDOW GLAZING2 X 4 WOOD BLOCKINGHOLLOW METAL FRAME OR SIMILARSEALANT - BOTH SIDES3/8" SHIM5/8" GYPSUM WALL BOARDCORNER J-BEAD1 1/2" RIGID INSULATIONCMU FILLED CELLVERTICAL REINFORCEMENT5/8" THICK 3 COAT MEDIUM SAND FINISH STUCCO - PAINTEDWINDOW GLAZING2X4 WOOD BLOCKINGMETAL FRAMESILL TOP TRIM PIECE1 1/2" RIGID INSULATION5/8" GYPSUM WALL BOARD -PAINTED5/8" THICK 3 COAT MEDIUM SAND FINISH STUCCO -PAINTEDGROUT FILLED CMUHORIZONTAL REINFORCEMENTMETAL SUB STILL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 10:56:17 AM1-LD-A603PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWINDOW SCHEDULE AND KEY PLAN - NEWLOADING DOCK07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/8" = 1'-0"6WINDOW SCHEDULE KEY PLAN - NEW LOADING DOCK 3/4" = 1'-0"4WINDOW ELEVATIONS 3" = 1'-0"1WINDOW HEAD DETAIL 3" = 1'-0"2WINDOW JAMB DETAIL 3" = 1'-0"3WINDOW SILL DETAILREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44CONFORMED SET96
REF.DWLOADING DOCKLD-1COOLERLD-3RESTROOMLD-2HVACLD-4STORAGELD-9RESTROOMLD-7BADGINGLD-5INTERVIEWLD-10OFFICELD-18RECEPTIONLD-8OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14ARMSLD-15STORAGELD-17RESTROOMLD-13SHOWERLD-12HVACLD-11OFFICELD-61-LD-A71211-LD-A71251-LD-A7121191-LD-A7121513234678101216142G116LOCKERS1-LD-A71112345G1163G1163G116COORDINATE FLOOR TRANSITION WITH DOOR THRESHOLDEQUIPMENT BY OWNER1-LD-A603421-LD-A303FIRE RISER ROOMLD-22ITLD-161-LD-A7115FINISH LEGENDCARPETCARPET ACCENTCARPET ACCENTVCTTILE FLOORINGTERRAZZO TILETERRAZZO TILE ACCENTTERRAZZO TILE ACCENTCHILDREN PLAY AREAFLOORINGSEALED CONCRETERECESSED WALK-OFF MATMILLWORK(NOTE: NOT ALL FINISHES SHOWN ON THIS SHEET)GENERAL NOTES1. REFER TO ELEVATIONS FOR LOCATION OF ADDITIONAL WALL SURFACE FINISH.2. REFER TO CEILING PLANS FOR CEILING FINISH LOCATION.3. REFER TO GENERAL SHEET G-106 FOR FINISHES.4. ALL FLOOR FINISHES EXTEND TO ADJACENT WALLFLOOR TILE INSTALLATION NOTES1. ALL CONCRETE FLOORS MUST BE TESTED FOR MOISTURE AND PH PRIOR TO INSTALLATION.2. REFER TO SPECIFICATIONS FOR MOISTURE AND PH LEVEL TOLERANCES.3. SUBSTRATE MUST BE FLAT WITHIN THE EQUIVALENT OF 1/8" IN 10'-0".4. SUBSTRATE MUST BE FREE OF ADHESIVE, SEALERS, PAINT, COATINGS, FINISHES, DIRT, FILM FORMING CURING COMPOUNDS, OR OTHER SUBSTANCES THAT MAY AFFECT THE ADHESION OF THE FLOORING.5. DO NOT INSTALL FLOOR TILE BEFORE ALL OTHER TRADES ARE FINISHED.6. ALL MATERIALS MUST BE ON SITE IN THE ROOM WHERE THEY WILL BE INSTALLED 48 HOURS BEFORE INSTALLATION. TILE MUST BE STORED BEHIND TEMPORARY CONSTRUCTION WALL.7. CLOSE SPACES TO TRAFFIC 12 HOURS BEFORE INSTALLATION AND 24 HOURS AFTER INSTALLATION IS COMPLETE.5. PAINT ALL JOIST AND EXPOSED SURFACES ABOVE WITH DRY FALL PAINT500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 10:57:45 AM1-LD-A701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN AND SCHEDULE - NEW LOADINGDOCK07-14-2017S12014NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/4" = 1'-0"1FINISH PLAN - NEW LOADING DOCKFINISH SCHEDULE - LOADING DOCKRM. NO. ROOM NAME AreaFLOORBASEWALL FINISHESCEILINGNOTESNorth Finish East Finish South Finish West FinishLD-1 LOADING DOCK 1263 SF SEALED CONCRETE - S1 VINYL - B2 PAINTPAINTPAINTPAINTEXPOSED CORNER GUARDS TO 60" A.F.F. ON ALL WALL CORNERS / PAINTALL EXPOSED STRUCTURE WITH DRY FALL PAINTLD-2 RESTROOM55 SFVCT - V1VINYL - B2 FRP/PAINT - W2 FRP/PAINT - W2 FRP/PAINT FRP/PAINTPAINT FRP TO 48" AFFLD-3 COOLER85 SFN/AN/A N/AN/AN/AN/AN/A PREFINISHED COOLER PACKAGELD-4 HVAC42 SF SEALED CONCRETE - S1 VINYL - B2 PAINTPAINTPAINTPAINTEXPOSED USE PLYWOOD BACKER BOARD FOR ALL WALL MOUNTED ITEMSLD-5 BADGING559 SFCARPETVINYL - B2 PAINTPAINTPAINTPAINTCEILING TILESLD-6 OFFICE211 SFCARPETVINYL - B2 PAINTPAINTPAINTPAINTCEILING TILESLD-7 RESTROOM50 SFCERAMIC TILE - T8 TILE - T9 TILE - T5, T6, &T7TILE - T5, T6, & T7 TILE - T5, T6, & T7 TILE - T5, T6, & T7 PAINTLD-8 RECEPTION120 SFCERAMIC TILE - T8 TILE - T9 PAINTPAINTPAINTPAINTCEILING TILESLD-9 STORAGE72 SFCARPETVINYL - B2 PAINTPAINTPAINTPAINTCEILING TILESLD-10 INTERVIEW70 SFCARPETVINYL - B2 PAINTPAINTPAINTPAINTPAINTLD-11 HVAC104 SF SEALED CONCRETE - S1 VINYL - B2 PAINTPAINTPAINTPAINTEXPOSEDLD-12 SHOWER67 SFCERAMIC TILE - T8 TILE - T9 TILE - T5, T6, &T7TILE - T5, T6, & T7 TILE -T5, T6, & T7 TILE - T5, T6, & T7 PAINT FULL HEIGHT WALL TILE IN SHOWER AREALD-13 RESTROOM53 SFCERAMIC TILE - T8 TILE - T9 TILE - T5, T6, &T7TILE - T5, T6, & T7 TILE - T5, T6, & T7 TILE - T5, T6, & T7 PAINTLD-14 CORRIDOR333 SFCERAMIC TILE - T8 TILE - T9 PAINTPAINTPAINTPAINTCEILING TILESLD-15 ARMS107 SFVCT - V1VINYL - B2 PAINTPAINTPAINTPAINTCEILING TILESLD-16 IT44 SF SEALED CONCRETE - S1 VINYL - B2 PAINTPAINTPAINTPAINTEXPOSED USE PLYWOOD BACKER BOARD FOR ALL WALL MOUNTED ITEMSLD-17 STORAGE25 SFVCT - V1VINYL - B2 PAINTPAINTPAINTPAINTCEILING TILESLD-18 OFFICE108 SFCARPETVINYL - B2 PAINTPAINTPAINTPAINTCEILING TILESLD-19 OFFICE108 SFCARPETVINYL - B2 PAINTPAINTPAINTPAINTCEILING TILESLD-20 CHIEF190 SFCARPETVINYL - B2 PAINTPAINTPAINTPAINTCEILING TILESLD-21 BREAK ROOM239 SFCERAMIC TILE - T8 TILE - T9 PAINTPAINTPAINTPAINTCEILING TILESLD-22 FIRE RISER ROOM 21 SF SEALED CONCRETE - S1 VINYL - B2 PAINTPAINTPAINTPAINTEXPOSEDREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 45 09-22-2017 ADDENDUM 544555CONFORMED SET97
31-LD-A72121-LD-A7213' - 0"2' - 0"2' - 6"2' - 6"3' - 3"DISHWASHER - PROVIDED BY OWNER312452' - 0"2' - 6"2' - 0"3' - 9"2' - 6"1' - 8"2' - 10"111322674' - 2"812' - 1"MIN.3' - 0"4102' - 8"11991023' - 0"3' - 0"3' - 0"2' - 1"167114' - 2"6"14121264OPEN TO BEYONDBREAK ROOM LEGEND#1234567SOLID SURFACE COUNTER TOPS WITH 4" SOLID SURFACE SIDE AND BACK PLASH8PLASTIC LAMINATE BASE CABINETS910EXISTING WALLNEW FULL HEIGHT WALLNEW HALF HEIGHT WALLNOTE:REFER TO REFER TO FINISH SCHEDULE FOR MATERIALS USEDPLASTIC LAMINATE WALL CABINETSPAINT FINISH - REFER TO FINISH SCHEDULEUNDERMOUNT SINK WITH ADA FAUCET -REFER TO PLUMBINGADJUSTABLE PLASTIC LAMINATE SHELVES ON HEAVY DUTY BRACKETS AND STANDARDS.PLASTIC LAMINATE STORAGE CUBBIESALUMINUM WINDOW FRAME, REFER TO ARCHITECTURAL WINDOW SCHEDULEPLASTIC LAMINATE FINISHED END PANEL TO MATCH CABINETSBLACK POWDER COAT STEEL TABLE LEG SUPPORT11LCD MONITORS ON WALL MOUNT BRACKET12BRUSH GROMMET PANEL THROUGH SOLID SURFACE TOPS (TYPICAL OF 4)OPEN3' - 3"2' - 0"2' - 10"9' - 0"128' - 1"91-LD-A721771' - 6"1' - 0"12" X 18" STORAGE CUBBIES5' - 5"(4) 21" CABINETSTYP13' - 0"1' - 9"2' - 4"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 2:10:22 PM1-LD-A711PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - NEW LOADING DOCK07-14-2017S12014 1/2" = 1'-0"1ELEVATION AT BREAK ROOM NORTH 1/2" = 1'-0"2ELEVATION AT BREAK ROOM EAST 1/2" = 1'-0"3ELEVATION AT BREAK ROOM SOUTH 1/2" = 1'-0"4ELEVATION AT BREAK ROOM WESTORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 4 1/2" = 1'-0"5MILLWORK - BADGING OFFICE4CONFORMED SET98
#136" GRAB BAR242" GRAB BAR3BABY CHANGING TABLEa. SOLID SURFACE BABY CHANGING TABLE WITH INTEGRAL 4" FRONT EDGEb. STAINLESS STEEL RECESSED BABY CHANGING STATIONc. SURFACE MOUNTED ADA CHANGING STATION4WALL/ FLOOR MOUNTED TOILET - FLUSH VALVE ON OPEN SIDE OF SPACE IN ALL ADA STALLS - REFER TO PLUMBING5TOILET PAPER DISPENSERa. RECESS MOUNTED JUMBO TISSUE DISPENSERb. RECESS MOUNTED JUMBO TISSUE DISPENSER WITH SANITARY NAPKIN DISPOSALc. NOT USEDd. NOT USEDe. PARTITION/WALL MOUNTED JUMBO DISPENSER7SANITARY NAPKIN DISPOSALa. SHARED PARTITION MOUNTEDb. PARTITION SURFACE MOUNTEDc. RECESSED8MIRRORa. 24" X 36" WALL MOUNTEDb. 24" X 48" WALL MOUNTEDc. 18" X 36" WALL MOUNTED9WALL MOUNTED URINAL10SOLID SURFACE COUNTER WITH 1 1/2" INTEGRAL FRONT EDGE. COUNTER MOUNTED AT 5'-0" AFF.11SINKS - REFER TO PLUMBING & ELECTRICAL DRAWINGSa. ADA SINGLE SOLID SURFACE TROUGH SINK WITH TOUCHLESS HANDWASHING CONTROLb. CONTINUOUS SOLID SURFACE TROUGH SINK AND 2 TOUCHLESS WASH BAR. c. CONTINUOUS SOLID SURFACE TROUGH SINK AND 3 TOUCHLESS WASH BAR. d. STANDARD ADA COMPLIANT WALL MOUNTED SINK WITH ADA FAUCET CONTROLSe. ADA COMPLIANT DROP IN SINK AND FAUCETRESTROOM LEGEND12ADA WALL MOUNTED SOAP DISPENSER13ADA WALL MOUNTED DRYERADA COMPLIANT SHOWER SEAT14SHOWER CURTAIN AND ROD15PLASTIC LAMINATE TALL CABINET1617MOP SINK WITH WALL MOUNTED MOP CLIPS18HI / LOW ADA DRINKING FOUNTAINS19WALL MOUNTED COAT HOOKS20ADA RESTROOM WALL SIGNAGE21WALL TILE - REFER TO SHEET G106 FOR FINISHa. FIELD TILEb. ACCENT TILEc. BULLNOSE TILEd. COVE BASE TILE 1. REFER TO SHEET G111 FOR ADA SPECIFICATIONS.2. ALL FIELD WALL TILE GROUT LINES TO ALIGN WITH FLOOR GROUT LINES. 3. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.GENERAL NOTES22TOILET PARTITION23PARTITION MOUNTED COAT HOOKXX24NAPKIN/TAMPON VENDOR6PLASTIC LAMINATE COUNTER WITH 4" BACKSPLASH ON 3 SIDES. COLOR TBD.8C21d21c21b21aT9T5T6T7PAINT2' - 10"5' - 0"4' - 0"2"4"9"9"9"9"6"1211D1245e11d8c1312FRPVINYL BASEPAINT2' - 10"3' - 0"1' - 7"4' - 0"5' - 0"3' - 4"131211eADA SHOWER, WITH GRAB BARS AND SEAT, REFER TO PLUMBING4"21d21a21a8c71-LD-A72161-LD-A72115146' - 2"2' - 10"T9T5T621bT53' - 4"1' - 5"3' - 10"21cT71245aLD121921d21a21b21aT8T5T6T51' - 7"3' - 0"3' - 10"5' - 2"21cT719LD131245b21a21c21b21a21d2"4"PAINTT9T5T6T71' - 7"3' - 0"4' - 0"5' - 0"11e8c131221c21b21a21d16PAINTT9T5T6T72' - 10"3' - 3"4' - 0"4' - 0"1245eFRPVINYL BASEPAINT5' - 0"4' - 0"1' - 7"3' - 0"1' - 0"FRPVINYL BASEPAINT9' - 0"11d8c1312LD2FRPVINYL BASEPAINT9' - 0"4' - 0"2' - 10"3' - 0"21d21a21c21bT9T5T6T7PAINT4' - 0"5' - 0"21c21b21a21d2PAINTT9T5T6T79' - 0"1' - 0"3' - 6"4' - 0"1' - 7"3' - 0"15B412411D21a21dPAINTT9T55' - 0"5b9"3' - 3"1' - 7"2' - 10"3' - 0"6"1' - 0"2' - 0"8C1212411e1221d21a21b8c21aT9T5T6T51' - 7"2' - 10"1' - 0"3' - 0"4' - 0"5' - 0"5a21cT711e8c1321d21a21b21a19T9T5T5T63' - 10"2' - 10"9' - 0"21cT71245b11e1221D21c21b21a16PAINTT9T5T6T71' - 7"3' - 0"4' - 0"5' - 0"2' - 10"1321c21b21a21d162' - 0"7' - 0"2' - 0"PAINTT9T5T6T74' - 0"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 2:11:56 PM1-LD-A712PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - RESTROOMS - NEWLOADING DOCK07-14-2017S12014 1/2" = 1'-0"5BADGING RESTROOM 1/2" = 1'-0"1LOADING DOCK RESTROOM 1/2" = 1'-0"9POLICE STATION SHOWER 1/2" = 1'-0"11POLICE STATION SHOWER 1/2" = 1'-0"15POLICE STATION RESTROOM.. 1/2" = 1'-0"13POLICE STATION RESTROOM 1/2" = 1'-0"2LOADING DOCK RESTROOM. 1/2" = 1'-0"3LOADING DOCK RESTROOM... 1/2" = 1'-0"4LOADING DOCK RESTROOM.. 1/2" = 1'-0"6BADGING RESTROOM. 1/2" = 1'-0"7BADGING RESTROOM.. 1/2" = 1'-0"8BADGING RESTROOM... 1/2" = 1'-0"10POLICE STATION SHOWER 1/2" = 1'-0"12POLICE STATION SHOWER 1/2" = 1'-0"14POLICE STATION RESTROOM. 1/2" = 1'-0"16POLICE STATION RESTROOM...REVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44CONFORMED SET99
PROVIDE ADA PIPE COVER PROTECTION6"2' - 4" CLEARSOLID SURFACE COUNTER WITH INTEGRAL FRONT EDGE1/2"FLOOR FINISH ASSCHEDULEDWALL FINISH AS SCHEDULEDADA COMPLIANT FAUCET SETUNDERMOUNT SINK, COLOR TO BE DETERMINED. REFER TO PLUMBINGMIRROR AT ADA HEIGHT REFER TO ADA SPECIFICATION SHEET3"1/4"PLASTIC LAMINATE ON ALL EXPOSED SURFACESCABINET DOOR AND DRAWER PULLS TO BE BRUSHED CHROMEADJUSTABLE PLAS. LAM. SHELFCABINET INTERIORS TO BE WHITE PLAS. LAM. FINISH, TYP.BASE AS SCHEDULEDSOLID SURFACE COUNTER ON TOP WITH EDGE NOSE AND 4" BACKSPLASH2' - 10"6"PREFINISHED METAL SHELF BRACKETS AND SUPPORTS PLAS. LAM. SHELF4" SOLID SURFACE BACK & SIDE SPLASHPLASTIC LAMINATE ON ALL EXPOSED SURFACESCABINET INTERIORS TO BE PLAS. LAM. FINISH, TYP.PULL TO BE BRUSHED CHROMESOLID SURFACE COUNTER ON TOP WITH EDGE NOSE AND 4" BACKSPLASH4" SOLID SURFACE BACK & SIDE SPLASH5/8" CEMENTITIOUS BOARD AT WET WALL AND 5/8" GYPSUM BOARD ON 3 5/8" METAL STUD PARTITIONFIXED PANELDISPOSAL, INSINKERATOR-BADGER 500, 1/2 HP MOTORSTAINLESS STEEL FAUCET BY MOEN OR EQUALUNDERMOUNT STAINLESS STEEL SINK, REFER TO PLUMBING.1 1/2"6"2' - 2 1/2"2' - 6"1' - 8"2' - 10"PLASTIC LAMINATE ON ALL EXPOSED SURFACES 1/4" PLYWOOD BACKBOARDSHELF SUPPORT PINSCABINET INTERIORS TO BE PLAS. LAM., TYP.CABINET DOOR AND DRAWER PULLS TO BE BRUSHED CHROMEADJUSTABLE PLAS. LAM. SHELFREF: DEPTH7' - 0"WALL COVERINGREFER TO SCHEDULEPLASTIC LAMINATE ON ALL EXPOSED SURFACESDRAWER PULLS TO BE BRUSHED CHROMEBASE AS SCHEDULED4"9 1/2"1/4"6"1/4"6"1/4"6"SOLID SURFACE COUNTERTOP WITH 1 1/2" SELF EDGE CABINET INTERIORS TO BE PLAS. LAM. FINISH, TYP.SOLID SURFACE COUNTER ON TOP WITH EDGE NOSE AND 4" BACKSPLASH4" SOLID SURFACE BACK & SIDE SPLASH5/8" CEMENTITIOUS BOARD AT WET WALL AND 5/8" GYPSUM BOARD ON 3 5/8" METAL STUD PARTITIONPLASTIC LAMINATE ON ALL EXPOSED SURFACES 1/4" PLYWOOD BACKBOARDSHELF SUPPORT PINSCABINET INTERIORS TO BE PLAS. LAM., TYP.CABINET DOOR AND DRAWER PULLS TO BE BRUSHED CHROMEADJUSTABLE PLAS. LAM. SHELFREF: DEPTH7' - 0"WALL COVERINGREFER TO SCHEDULE2' - 10"PROVIDE BLOCKING IN WALLCABINET INTERIORS TO BE PLAS. LAM. FINISH, TYP.SOLID SURFACE COUNTER TOP WITH EDGE NOSE AND 4" BACKSPLASH4" SOLID SURFACE BACK & SIDE SPLASH5/8" CEMENTITIOUS BOARD AT WET WALL AND 5/8" GYPSUM BOARD ON 3 5/8" METAL STUD PARTITIONWALL COVERINGREFER TO SCHEDULE1/4"6"2' - 1"2' - 10"BASE AS SCHEDULEDPLAS. LAM. ON ALL EXPOSED SURFACESSHELF SUPPORT PINSCABINET INTERIORS TO BE PLAS. LAM. FINISH, TYP.PULL TO BE BRUSHED CHROME, TYP.ADJUSTABLE PLAS. LAM. SHELVING (5)SCRIBE TO WALL34" MIN - 48" MAX4"6'-8".7'-0" .CABINET INTERIORS TO BE PLAS. LAM. FINISH, TYP.SOLID SURFACE COUNTER ON TOP WITH EDGE NOSE AND 4" BACKSPLASH4" SOLID SURFACE BACK & SIDE SPLASH5/8" CEMENTITIOUS BOARD AT WET WALL AND 5/8" GYPSUM BOARD ON 3 5/8" METAL STUD PARTITIONPLASTIC LAMINATE ON ALL EXPOSED SURFACES 1/4" PLYWOOD BACKBOARDSHELF SUPPORT PINSCABINET INTERIORS TO BE PLAS. LAM., TYP.CABINET DOOR AND DRAWER PULLS TO BE BRUSHED CHROMEADJUSTABLE PLAS. LAM. SHELFREF: DEPTH7' - 0"WALL COVERINGREFER TO SCHEDULE2' - 10"PLASTIC LAMINATE ON ALL EXPOSED SURFACESCABINET INTERIORS TO BE WHITE MELAMINE FINISH, TYP.BASE AS SCHEDULED1/4"PULL TO BE BRUSHED CHROME, TYP.6"SOLID SURFACE COUNTER TOP WITH EDGE NOSE AND 4" BACKSPLASHPROVIDE BLOCKING IN WALL4" SOLID SURFACE BACK & SIDE SPLASH2' - 4"2' - 1"BLACK POWDER COAT STEAL LEGS PLYWOOD SECURED TO SUPPORTSCOUNTER SUPPORT BRACKET8"6"6"6"1 1/2"PROVIDE BLOCKING IN WALLCABINET INTERIORS TO BE PLAS. LAM. FINISH, TYP.4" SOLID SURFACE BACK & SIDE SPLASH3' - 3"2' - 0"2' - 10"4"PLASTIC LAMINATE ON ALL EXPOSED SURFACES 1/4" PLYWOOD BACKBOARDCABINET INTERIORS TO BE PLAS. LAM., TYP.CABINET SURFACE TO BE PLAS. LAM., TYP.8' - 1"SOLID SURFACE COUNTER ON TOP WITH EDGE NOSE CABINET DOOR PULLS TO BE BRUSHED CHROME12" X 18" OPEN CUBBIES 1' - 6"PROVIDE BLOCKING FOR SHELVING1' - 6"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/13/2017 2:12:55 PM1-LD-A721PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH DETAILS - MILLWORK - NEW LOADINGDOCK07-14-2017S12014 1 1/2" = 1'-0"6SINK AT SHOWER ROOMS 1 1/2" = 1'-0"1BASE CABINET W/ SHELVES 1 1/2" = 1'-0"2BASE CABINET AT SINK 1 1/2" = 1'-0"3BASE DRAWER CABINET 1 1/2" = 1'-0"7COUNTER @ LOBBY 1 1/2" = 1'-0"5STORAGE CABINET 1 1/2" = 1'-0"4UPPER/LOWER CABINET 1 1/2" = 1'-0"8COUNTER TOP SUPPORTREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 4 1" = 1'-0"9MILLWORK SECTIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUND4CONFORMED SET100
DEMOLISH 48" HIGH RAISED PLATFORMDEMOLISH 48" HIGH RAISED PLATFORMDEMOLISH EXISTING LIFTDEMOLISH EXISTING STAIRSDEMOLISH EXISTING STAIRSLOWER EXISTING ELEVATOR STOP TO NEW FINISHED FLOOR GRADEDEMOLISH EXISTING ROLL UP DOOR AND MAN DOORDEMOLISH EXISTING WALLSDEMOLISH EXISTING OFFICEEXISTING COOLER FREEZER TO REMAINDEMOLISH EXISTING WALLDEMOLISH EXISTING STAIRSOVERHEAD CANOPY TO REMAINDEMOLISH EXISTING WALL AND DOOR41-ELD-A501DEMOLISH 48" RAISED PLATFORMREMOVE EXISTING SODA RACK AND REINSTALL AFTER NEW WALL IS CONSTRUCTEDRELOCATED EXPOSED CONDUIT21-ELD-A101DEMOLITION PLAN LEGENDITEMS TO DEMOLISHITEMS TO REMAIN500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:40:30 PM1-ELD-A100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION PLAN - EXISTING LOADING DOCK07-14-2017S12014 1/4" = 1'-0"1ENLARGED DEMOLITION PLAN - EXISTING LOADING DOCKNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL AEXISTING LOADING DOCKREVISIONS# DATE DESCRIPTION BYCONFORMED SET101
1-ELD-A2011EXISTING LOADING DOCKB1-13ELEVATOR 5B1-14RECEIVING AREAB1-11OFFICEB1-122' - 3 1/2"6' - 4"5' - 10"9' - 11"30' - 0"10' - 4"29' - 7"33333C3C2B3126' - 9 1/2"6' - 0"6' - 9 1/2"23EXISTING WALK IN COOLER TO REMAINEXISTING SHELVING TO REMAINLOWER LEVEL0'-0"FINISH LINE = 0'-0" ARCHITECTURAL AND 51.00' CIVIL FINISH FLOOR0'-0"FINISH FLOOR0'-0"3EXISTING CORRIDORB1-15EXISTING TRELLIS TO REMAIN - ABOVE41-ELD-A501FINISH FLOOR0'-0"451-ELD-A501231-ELD-A50144PATCH, REPAIR, REPLACE AND REFINISH ANY AREAS EFFECTED BY DEMOLITION OF PLATFORMSLOPEEQEQ21-ELD-A101NEW STEEL COLUMN -REFER TO STRUCTURALWALL TYPE LEGENDNEW STUD WALLEXISTING WALLEXISTING LOADING DOCK KEYNOTES#1EXISTING ELEVATOR HAS (3) STOPS 1. GRADE OF THE EXTERIOR 2. 48" ABOVE GRADE ON THE INTERIOR AND 3. 2ND FLOOR OF TERMINAL B.UNDER ALLOWANCE ITEM #1, ELEVATOR CONTRACTOR SHALL ADJUST STOP #2 INTERIOR DOOR OPENING TO STOP AT SAME GRADE LEVEL AS STOP #1.2CONTRACTOR TO DEMOLISH 48" RAISED PLATFORM, LOADING DOCK LIFT AND POUR NEW CONCRETE FLOOR3ADD NEW ALUMINUM PANELS - MATCH EXISTING FINISH AND PANEL STYLE4REBUILD LOWER 48" OF EXISTING WALL WHERE RAISED PLATFORM HAS BEEN DEMOLISHED5POUR NEW CONCRETE SLAB WHERE PLATFORM WAS DEMOLISHEDNEW OPENING7'-6"EXISTING CEILING8'-0" V.I.F.CUT EXISTING WALL8'-1"EXISTING PORTION OF WALL TO REMAIN. ALL EXISTING CONDUIT, FIRE SPRINKLER PIPES AND OTHER WALL PENETRATIONS TO REMAINDEMOLISH EXISTING WALL TO 8'-1" A.F.F. IN CORRIDOR AND 4'-0" IN LOADING DOCK AREA . V.I.F.INSTALL NEW 4X4X1/4" STEEL COLUMN AS SHOWN ON FLOOR PLAN - PAINTEDINSTALL NEW CONTINUOUS METAL STUD BOX HEADER IN OPENING - REFER TO STRUCTURALEXISTING 2ND FLOOR METAL DECKEXISTING STEEL BEAMEXISTING CEILING TO REMAINNEW CONCRETE FLOOR SLAB - REFER TO STRUCTURALNEW 5/8" GYPSUM WALL BOARD - PAINTED -MATCH ADJACENT COLOR AND FINISH1-ELD-A1013BRACING TO EXISTING STEEL BEAM - REFER TO STRUCTURAL FOR DETAILS AND ATTACHMENT(2) 6" 18 GAUGE CONTINUOUS METAL STUDS(2) 3 5/8" 18 GAUGE CONTINUOUS METAL STUDS TOP AND BOTTOMNEW 4 X4X1/4" STEEL COLUMN - WRAP WITH CONTINUOUS HAT CHANNELS AND GYPSUM WALL BOARDNEW 1/4" STEEL PLATE ON TOP OF NEW COLUMN - ATTACH NEW METAL STUD BOX HEADER TO PLATEEXISTING CEILING TO REMAIN - INSTALL NEW TRIM PIECE TO LENGTH OF NEW WALLSREPAIR PATCH AND PAINT AREA AT EXISTING WALL CONNECTIONBRACE TO EXISTING STEEL BEAM PER STRUCTURAL DETAILS500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 11:00:51 AM1-ELD-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - EXISTING LOADING DOCK07-14-2017S12014 1/4" = 1'-0"1FLOOR PLAN - EXISTING LOADING DOCKORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANEXISTING LOADING DOCKOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1" = 1'-0"2SECTION AT EXISTING LOADING DOCK 3" = 1'-0"3METAL STUD BOX HEADERREVISIONS# DATEDESCRIPTIONBYCONFORMED SET102
EXISTING LOADING DOCKB1-13ELEVATOR 5B1-14RECEIVING AREAB1-11OFFICEB1-129' - 0"EXISTING CEILING AND LIGHTING TO REMAIN EXISTING CEILING AND LIGHTING TO REMAIN REFER TO ELECTRICAL PLANS FOR LIGHTINGEXPOSED CEILINGEXISTING CEILING AND LIGHTING TO REMAIN / AREA NOT IN CONTRACTEXISTING CEILING AND LIGHTING TO REMAINNEW GYPSUM WALL BOARD CEILING AND SINGLE 2X4 FIXTURE REFER TO ELECTRICAL DRAWINGS41-ELD-A501NEW WALL HEADER TO 6" BELOW EXISTING CEILING IN CORRIDOR7' - 6"V.I.F.11-ELD-A50121-ELD-A101REFLECTED CEILING PLAN LEGEND2 X 4 LED LIGHTING FIXTURECEILING SUPPLY DIFFUSER SEE MECHANICAL DWGS.GYP. BOARD CEILING ACCESSEXIT SIGN, ARROW INDICATES EXIT DIRECTION SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATIONINDICATES FINISHED GYP. BOARD CEILING OR SOFFITEMERGENCY LIGHTS RE: ELECTRICAL DRAWINGS2 X 2 LAY-IN ACOUSTICAL TILE IN T-BAR GRID. 1. FIXTURES, CONDUITS, DUCTWORK, PIPING, ETC. SHALL BE INSTALLED AS HIGH AS POSSIBLE.2. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO VERIFY QUANTITIES AND COORDINATE LOCATIONS IN THE FIELD WITH THE FIRE DEPARTMENT FIRE INSPECTOR.3. EMERGENCY LIGHTING SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE.4. MECHANICAL DIFFUSERS TO MATCH ADJACENT CEILING TILE.5. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURES 6. INSTALL NEW SPEAKERS AT EXISTING SPEAKER LOCATIONS IN NEW WORK AREA -TYPICALREFLECTED CEILING GENERAL NOTESRECESSED LED CAN LIGHTINGSURFACE MOUNTED EXTERIOR WALL PACKFIRE SPRINKLER HEADPREFINISHED METAL SOFFIT PANELPREFINISHED HANGING PERFORATED METAL PANELCEILING RETURN DIFFUSER SEE MECHANICAL DWGS.INTERIOR WALL HEIGHT LEGENDFULL HEIGHT WALL ATTACHED TO DECKWALL TO EXTEND TO 6" ABOVE FINISHED CEILING - BRACE TO STRUCTURE ABOVE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:41:09 PM1-ELD-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - EXISTING LOADINGDOCK07-14-2017S12014 1/4" = 1'-0"1REFLECTED CEILING PLAN - EXISTING LOADING DOCKNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANEXISTING LOADING DOCKOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET103
6' - 6 1/2"1' - 0"6' - 6 1/2"ADD NEW METAL SIDING -MATCH EXISTING ADJACENT FINISH AND COLORADD NEW ALUMINUM SIDING - MATCH EXISTING ADJACENT FINISH AND COLOREXISTING TRELLIS TO REMAINREMOVE DOWNSPOUT FROM FRONT OF TRELLIS AND PATCH DOWNSPOUT HOLE. EXISTING TRELLIS DOWNSPOUTV.I.F.15' - 6"11' - 0"EXISTING ELEVATOR DOOR TO REMAIN11' - 0"16' - 0"1' - 6"REPLACE EXISTING THROUGH WALL VENTREMOVE EXISTING METAL WALL PANEL UP TO FIRST HORIZONTAL JOINT AND REPLACE WITH NEW METAL PANELS. MATCH EXISTING PANEL PATTERN, AND ADJACENT COLORREMOVE EXISTING METAL WALL PANEL UP TO FIRST HORIZONTAL JOINT AND REPLACE WITH NEW METAL PANELS. MATCH EXISTING PANEL PATTERN, AND ADJACENT COLORREMOVE EXISTING METAL WALL PANEL UP TO FIRST HORIZONTAL JOINT AND REPLACE WITH NEW METAL PANELS. MATCH EXISTING PANEL PATTERN, AND ADJACENT COLOREXISTING SPLIT AC UNITS TO REMAIN - REMOVE AND REINSTALL WALL DISCONNECTS AND WALL REFRIGERANT PIPINGEXISTING CONDUIT LINE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:41:25 PM1-ELD-A201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATION - EXISTING LOADING DOCK07-14-2017S12014 1/4" = 1'-0"1EXISTING LOADING DOCK - SOUTH ELEVATIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANEXISTING LOADING DOCKOUTBOUNDF.I.S. / CUSTOMSINBOUNDEXTERIOR PERSPECTIVE VIEW 1REVISIONS# DATE DESCRIPTION BYNEW SLABNEW METAL WALL PANELSCONFORMED SET104
EXISTING ELEVATOR PIT WALLTO BE MODIFIED FOR NEW OPENING NEW CONCRETE FLOOR SLABREFER TO FLOOR PLANREINSTALLED EXISTING SHAFT DOORREINSTALLED EXISTING SHAFT DOOR THRESHOLDREINSTALLED EXISTING SHAFT DOOR JAMBREINSTALLED EXISTING SHAFT DOOR1" GYPSUM WALLBOARD LINER PANEL2 1/2" J - RUNNER WITH UNEQUAL LEGS(2) LAYERS 1/2" GYPSUM BOARD - MATCH EXISTING CONSTRUCTION UL U4382 1/2" J - RUNNER WITH UNEQUAL LEGSEXISTING SHAFT WALL AND LINER TO REMAIN2 1/2" C-T STUDSREINSTALLED EXISTING SHAFT DOORNEW OR EXISTING 1" GYPSUM WALLBOARD LINER PANEL2 1/2" J - RUNNER WITH UNEQUAL LEGSNEW OR EXISTING (2) LAYERS 1/2" GYPSUM BOARD - MATCH EXISTING CONSTRUCTION UL U4382 1/2" C-T STUDSEXISTING FOOTING TO REMAINNEW CONCRETE SLAB;REFER TO STRUCTURALNEW 10 MIL VAPOR BARRIEROVER TERMITE TREATEDCOMPACTED FILLNEW 3 5/8" METAL STUD WALL FRAMING WITH 5/8" GYPSUM BOARD - BOTH SIDESEXISTING CONCRETE FLOOR SLAB TO BE REMOVEDEXISTING CONCRETE FOUNDATION TO BE REMOVEDEXISTING SUSPENDED CEILING AND GRID TO REMAIN, MODIFY AS REQUIRED FOR NEW WALL EXISTING FLOOR STRUCTURE TO REMAIN. EXISTING STRUCTURAL BEAM TO REMAIN2x6 WOOD WALL BUMPER 4"VINYL BASE2x4 WOOD WALL BUMPER FRP WALL PANELASSUMED EXISTING FOUNDATION - V.I.F.METAL SUDS500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:41:41 PM1-ELD-A501PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADETAILS - EXISTING LOADING DOCK07-14-2017S12014 1 1/2" = 1'-0"3EXISTING ELEVATOR SILL DETAIL 1 1/2" = 1'-0"1EXISTING ELEVATOR HEAD DETAIL 1 1/2" = 1'-0"2EXISTING ELEVATOR JAMB DETAIL 3/4" = 1'-0"4WALL SECTIONS - EXISTINGLOADING DOCKREVISIONS# DATE DESCRIPTION BYORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANEXISTING LOADING DOCKOUTBOUNDF.I.S. / CUSTOMSINBOUNDUL U438CONFORMED SET105
1-ELD-A2011B1-13B1-13BB1-12EXISTING LOADING DOCKB1-13OFFICEB1-12RECEIVING AREAB1-11ELEVATOR 5B1-14EXISTING ELECTRICALB1-53EXISTING ITB1-52CORRIDORB1-51EXISTING CORRIDORB1-15WALL TYPE LEGENDNEW WALLEXISTING WALLDOOR TAG - REFER TO SCHEDULE#NEW MASONRY WALLADD SIGN TO FRONT FACE OF ALL DOORS THAT ENTER INTO SECURE AREAHEIGHT = 18"WIDTH = 18"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:41:59 PM1-ELD-A601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR SCHEDULE AND KEY PLAN - EXISTINGLOADING DOCK07-14-2017S12014 1/4" = 1'-0"1KEYPLAN - EXISTING LOADING DOCKDOOR SCHEDULE - EXISTING LOADING DOCKSAA #CARDREADERDoor # Room NameDoor SizeDoorLabelDetailsFrameHardwareSetCommentsWidth Height Thickness Door Material Door FinishHead Jamb Threshold Material FinishNO B1-12 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN2/1-ELD-A602 3/1-ELD-A602HOLLOW METAL PAINT 11YES B1-13 EXISTINGLOADING DOCK6' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY4/1-ELD-A602 5/1-ELD-A602 6/1-ELD-A602 HOLLOW METAL PAINT 16YES B1-13B EXISTINGLOADING DOCK6' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT2/1-ELD-A602 3/1-ELD-A602HOLLOW METAL PAINT 17ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANEXISTING LOADING DOCKOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHREVISIONS# DATE DESCRIPTION BYGENERAL NOTE: IF DOOR DOES NOT HAVE A CARD READER THEN IT WILL REQUIRE A LOCK AND KEY. KEYING WILL REQUIRE COORDINATION WITH S.A.A.CONFORMED SET106
7' - 0"2"7' - 2"2"3' - 0"2"3' - 4"SINGLE FLUSH HOLLOW METAL DOOR4"CARD READER3' - 0"2"DOUBLE HOLLOW METAL DOOR2"CARD READER3' - 0"2"DOUBLE HOLLOW METAL DOOR7' - 0"7' - 4"5/8" GYPSUM BOARD BOTH SIDES3 5/8" METAL STUDS PER WALL TYPESOLID CORE WOOD DOOR BATT INSULATION REFERTO WALL TYPESHOLLOW METAL FRAME7'-0" A.F.F.5/8" GYPSUMBOARD BOTHSIDESDOUBLE 3 5/8"METAL STUDS PER WALL TYPEHOLLOW METALFRAMESOLID CORE WOOD DOOR BATT INSULATION REFERTO WALL TYPESSEALANT, BOTH SIDESBATT INSULATION. REFER TO WALL TYPE5/8" GYPSUM BOARDMETAL SIDING ON HAT CHANNELSHOLLOW METAL FRAME & DOOR7'-2" A.F.F.6" METAL STUDS PER WALL TYPEEXTERIOR SHEATHINGSEALANT, BOTH SIDESBATT INSULATION. REFER TO WALL TYPE5/8" GYPSUM BOARDMETAL SIDING ON HAT CHANNELSHOLLOW METAL FRAME & DOOR6" METAL STUDS PER WALL TYPEEXTERIOR SHEATHINGDOORHOLLOW METAL DOORFRAMEFLOOR FINISH PER SCHEDULEMETAL THRESHOLD SET IN FULLBET OF MASTIC500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:42:12 PM1-ELD-A602PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR ELEVATIONS AND DETAILS - EXISTINGLOADING DOCK07-14-2017S12014REVISIONS# DATE DESCRIPTION BY 1/2" = 1'-0"1DOOR ELEVATIONS 3" = 1'-0"2INTERIOR DOOR HEAD ELD 3" = 1'-0"3INTERIOR DOOR JAMB ELD 3" = 1'-0"4EXTERIOR HM DOOR HEAD 3" = 1'-0"5EXTERIOR H/M DOOR JAMB 3" = 1'-0"6EXTERIOR H/M THRESHOLD DETAILCONFORMED SET107
UNKUPEXISTING ELECTRICALB1-53EXISTING ITB1-52RECEIVING AREAB1-11OFFICEB1-12EXISTING LOADING DOCKB1-13ELEVATOR 5B1-14EXISTING FLOOR TO REMAINEXISTING CORRIDORB1-15ELEVATOR ROOMB1-17NEW LOADING DOCK ELEVATORB1-161-GE-A7015W2W2NEW CONCRETE SLAB NEW CONCRETE SLAB W2NEW CONCRETE SLAB NEW CONCRETE SLAB PATCH, REPAIR AND PAINT CLOSET / STORAGE AREASW2W2W241-ELD-A501PFPFPFPFPFFINISH LEGENDCARPETCARPET ACCENTCARPET ACCENTVCTTILE FLOORINGTERRAZZO TILETERRAZZO TILE ACCENTTERRAZZO TILE ACCENTCHILDREN PLAY AREAFLOORINGSEALED CONCRETERECESSED WALK-OFF MATMILLWORK(NOTE: NOT ALL FINISHES SHOWN ON THIS SHEET)GENERAL NOTES1. REFER TO ELEVATIONS FOR LOCATION OF ADDITIONAL WALL SURFACE FINISH.2. REFER TO CEILING PLANS FOR CEILING FINISH LOCATION.3. REFER TO GENERAL SHEET G-106 FOR FINISHES.4. ALL FLOOR FINISHES EXTEND TO ADJACENT WALLFLOOR TILE INSTALLATION NOTES1. ALL CONCRETE FLOORS MUST BE TESTED FOR MOISTURE AND PH PRIOR TO INSTALLATION.2. REFER TO SPECIFICATIONS FOR MOISTURE AND PH LEVEL TOLERANCES.3. SUBSTRATE MUST BE FLAT WITHIN THE EQUIVALENT OF 1/8" IN 10'-0".4. SUBSTRATE MUST BE FREE OF ADHESIVE, SEALERS, PAINT, COATINGS, FINISHES, DIRT, FILM FORMING CURING COMPOUNDS, OR OTHER SUBSTANCES THAT MAY AFFECT THE ADHESION OF THE FLOORING.5. DO NOT INSTALL FLOOR TILE BEFORE ALL OTHER TRADES ARE FINISHED.6. ALL MATERIALS MUST BE ON SITE IN THE ROOM WHERE THEY WILL BE INSTALLED 48 HOURS BEFORE INSTALLATION. TILE MUST BE STORED BEHIND TEMPORARY CONSTRUCTION WALL.7. CLOSE SPACES TO TRAFFIC 12 HOURS BEFORE INSTALLATION AND 24 HOURS AFTER INSTALLATION IS COMPLETE.5. PAINT ALL JOIST AND EXPOSED SURFACES ABOVE WITH DRY FALL PAINTKEY NOTES FINISH PLAN#1INSTALL NEW FRP TO EXISTING AND NEW PARTITION FROM FLOOR TO 4'-0" AFF. PROVIDE NEW 4" BASE. PROVIDE 2 X 6 PRIME STOCK OAK WITH SCARF JOINTS, PAINTED TO MATCH PARTITION(3 COATS, REFER TO SPEC). REFER TO NEW WALL SECTION FOR ADDITIONAL INFORMATION.NEW POLY-CRETE(CEMENTITIOUS-URETHANE)PRODUCT THROUGHOUT CORRIDOR AND LOADING DOCK AREA AS SHOWN.2500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt8/24/2017 2:41:24 PM1-ELD-A701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN AND SCHEDULE - EXISTING LOADINGDOCK AND NEW LOADING DOCK ELEVATOR07-14-2017S12014 1/8" = 1'-0"1FINISH PLAN - EXISTING LOADING DOCKNNORTHFINISH SCHEDULE - EXISTING LOADING DOCKRM. NO.ROOM NAMEAreaFLOORBASEWALL FINISHESCEILINGNOTESNorth Finish East Finish South Finish West FinishB1-11 RECEIVING AREA644 SF SEALED CONCRETE - SC VINYL - B3 PAINT PAINT PAINT PAINTEXISTINGB1-12 OFFICE86 SFCARPETVINYL - B3 PAINT PAINT PAINT PAINT CEILING TILESB1-13 EXISTING LOADING DOCK678 SF SEALED CONCRETE - SC VINYL - B3 PAINT PAINT PAINT PAINT CEILING TILESB1-14 ELEVATOR 579 SFN/AEXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ELEVATOR FINISHES EXISTING TO REMAIN. REFERTO ARCHITECTURAL PLANS AND SECTIONS FORMODIFICATIONS TO ELEVATOR. REPAIR INTERIORFINISHES AS NECESSARY UPON RECONFIGURATIONOF ELEVATORB1-15 EXISTING CORRIDOR1556 SF EXISTING FLOOR TO REMAIN VINYL - B3 FRP/PAINT -W2PAINT FRP/PAINT -W2FRP/PAINT-W2EXISTING PROVIDE BUMBER GUARD ABOVE BASE. PAINT ALLWALLS OF CORRIDORB1-16 NEW LOADING DOCK ELEVATOR 83 SFDIAMOND PLATE FLOORB1-16A CORRIDOR246 SFVCTVINYLCEILING TILESB1-17 ELEVATOR ROOM34 SFSCVINYL - B3 PAINT PAINT PAINT PAINTNONE1ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANEXISTING LOADING DOCKOUTBOUNDF.I.S. / CUSTOMSINBOUNDLOADING DOCK ELEVATOR1TYP.TYP.2222REVISIONS# DATEDESCRIPTIONBY3 08-25-2017 ADDENDUM 33CONFORMED SET108
1" [25mm]1 3/8" [36mm]3 13/16" [97mm]13/16" [20mm]1/8" [3mm]TF316114 @ 20"(508mm) O.C.75101PBALCO 75FPE-1gINTERIOR FLOOR TO FLOOR SYSTEMMILL FINISH ALUMINUM BASEw/45MIL EPDM WATER BARRIERAPPROXIMATELY 25% MOVEMENTWB045 X 6"(152mm)CSQF12BELEVATOR DOORBY ELEVATOR INSTALLER8" CMU ELEVATOR SHAFT WALLOUTSIDE CORNER METAL CLIP1/2" SHEATHING OVER METAL FRAMINGVERTICAL EDGE METAL CLIP3/4" PLASTIC LAMINATE PANEL WITH NARROW MAIN RAIL METAL CLIPELEVATOR DOOR HEADBY ELEVATOR INSTALLERS.S. HEADER TRIM8" CMU ELEVATOR SHAFT WALLOUTSIDE CORNER METAL CLIP1/2" SHEATHING OVER METAL FRAMINGVERTICAL EDGE METAL CLIP3/4" PLASTIC LAMINATE PANEL WITH NARROW MAIN RAIL METAL CLIP1/16" VERTICAL REVEAL CLIPELEVATOR DOOR JAMBBY ELEVATOR INSTALLERS.S. JAMB AND HEADERELEVATOR SHAFT WALLCONCRETE FLOOR SLABREFER TO FLOOR PLANELEVATOR DOOR,BY ELEVATOR INSTALLERELEVATOR DOOR THRESHOLD, BY ELEVATOR INSTALLERELEVATOR DOOR JAMB, BY ELEVATOR INSTALLER500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:46:32 PM1-GE-A501PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADETAILS - NEW INTERIOR AND EXTERIORELEVATOR07-14-2017S12014 1 1/2" = 1'-0"2NEW OUTBOUND ELEVATORHEAD DETAIL 1 1/2" = 1'-0"3NEW OUTBOUND ELEVATOR JAMBDETAIL 1 1/2" = 1'-0"4NEW OUTBOUND ELEVATOR SILLDETAILORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDN.T.S.1FLOOR EXPANSION JOINT - OUTBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET109
1-NIE-A7033211-NIE-A7021-NIE-A70231-NIE-A7022111-NIE-A30121-NIE-A3011-NIE-A7031OPH SIMFRITZ TILE FLOORTZ11-NIE-A7031231OPH SIM1-NIE-A7023OPH SIM1-NIE-A7022OPH SIMEQEQEQEQSTAINLESS STEEL CEILINGELEVATOR MFG. STANDARD DOWNLIGHT FIXTURE1-NIE-A7021-NIE-A7023111-NIE-A30121-NIE-A3011-NIE-A70221-NIE-A70261-NIE-A70241-NIE-A7025FOR CAB FINISHES REFER TO DETAIL 1 THIS SHEETELEVATOR ROOMB1-17NEW LOADING DOCK ELEVATORB1-16SEALED CONCRETEDIAMOND PLATE FLOORGENERAL NOTES1. REFER TO ELEVATIONS FOR LOCATION OF ADDITIONAL WALL SURFACE FINISH.2. REFER TO CEILING PLANS FOR CEILING FINISH LOCATION.3. REFER TO GENERAL SHEET G-106 FOR FINISHES.4. ALL FLOOR FINISHES EXTEND TO ADJACENT WALLFLOOR TILE INSTALLATION NOTES1. ALL CONCRETE FLOORS MUST BE TESTED FOR MOISTURE AND PH PRIOR TO INSTALLATION.2. REFER TO SPECIFICATIONS FOR MOISTURE AND PH LEVEL TOLERANCES.3. SUBSTRATE MUST BE FLAT WITHIN THE EQUIVALENT OF 1/8" IN 10'-0".4. SUBSTRATE MUST BE FREE OF ADHESIVE, SEALERS, PAINT, COATINGS, FINISHES, DIRT, FILM FORMING CURING COMPOUNDS, OR OTHER SUBSTANCES THAT MAY AFFECT THE ADHESION OF THE FLOORING.5. DO NOT INSTALL FLOOR TILE BEFORE ALL OTHER TRADES ARE FINISHED.6. ALL MATERIALS MUST BE ON SITE IN THE ROOM WHERE THEY WILL BE INSTALLED 48 HOURS BEFORE INSTALLATION. TILE MUST BE STORED BEHIND TEMPORARY CONSTRUCTION WALL.7. CLOSE SPACES TO TRAFFIC 12 HOURS BEFORE INSTALLATION AND 24 HOURS AFTER INSTALLATION IS COMPLETE.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 11:04:40 AM1-GE-A701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLANS - NEW INTERIOR AND EXTERIORELEVATORS07-14-2017S12014 1/2" = 1'-0"1ENLARGED PLAN - OUTBOUND 1ST FLOOR 1/2" = 1'-0"3ENLARGED PLAN - OUTBOUND EXISTING ELEVATOR 1/2" = 1'-0"4REFLECTED CEILING PLAN - OUTBOUND(ELEVATORS 1 AND 3 SIMILAR) 1/2" = 1'-0"2ENLARGED PLAN - OUTBOUND 2ND FLOOR 1/2" = 1'-0"5ENLARGED PLAN - LOADING DOCK 1ST FLOORFRITZ TILE FLOORTZ1ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBYCONFORMED SET110
EXISTING ITB1-44EXISTING ELECTRICALB1-39EXISTING ITB1-41EXISTING JANITORB1-42EXISTING ELEVATOR ROOMB1-43ELEVATOR 3B1-48EXISTING MENS ROOMB1-383 1/2"14' - 0"11' - 0"EXISTING GATE COUNTERSTO BE REMOVEDEXISTING BAGGAGE BELTTO REMAINEXISTING CONCRETE FLOOR SLAB TO BE REMOVED FOR NEW ELEVATOR PITEXISTING DOOR & FRAME TO BE REMOVED - WALL TO BE INFILLED TO MATCH EXISTING CORRIDORB1-31BREAK ROOMB1-27SECURITY SCREENINGB1-26RESTROOM DEMOLITION TO OCCUR IN PHASE 2 WORKNEW DOOR OPENINGNEW WALL OPENINGG.C. TO VERIFY LOCATION OF UNDERGROUND ELECTRICAL LINE BEFORE START OF DEMOLITION OPERATIONSEXISTING DOWN ESCALATOR TO REMAINEXISTING UP ESCALATOR TO REMAINDNDNEXISTING SUSPENDED SOFFIT TO REMAIN. MODIFY FOR NEW ELEVATOR. REMOVE EXISTING METAL WINGSELEVATOR 3B1-48CORRIDORB2-18EXISTING MECHANICAL ROOMB2-01DEMOLISH EXISTING PORTION OF OVERHEAD SOFFIT TO NEXT CEILING SUPPORT SECTION TO MAKE ROOM FOR NEW ELEVATOR INSTALLATION12' - 0"1' - 6"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:55:50 PM1-NIE-A100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION PLAN - NEW INTERIOR ELEVATOR07-14-2017S12014 1/4" = 1'-0"1DEMOLITION PLAN - NEW INTERIOR ELEVATORNNORTH 1/4" = 1'-0"2DEMOLITION CEILING PLAN - NEW INTERIOR ELEVATOREXISTING STEEL COLUMN AND WALL SURROUND TO REMAINEXISTING STEEL COLUMN AND WALL SURROUND TO REMAINEXISTING STEEL COLUMN AND WALL SURROUND TO REMAINEXISTING ALUMINUM STOREFRONT TO REMAIN REMOVE EXISTING GLASS GUARDRAIL REMOVE EXISTING GLASS GUARDRAIL NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET111
EXISTING ITB1-44STORAGEB1-47CORRIDORB1-31EXISTING ELECTRICALB1-39EXISTING ITB1-41EXISTING MENS ROOMB1-38BREAK ROOMB1-27SECURITY SCREENINGB1-26ELEVATOR 3B1-48ELEVATOR 4B1-49EXISTING ELEVATOR ROOMB1-43EXISTING JANITORB1-4213' - 7 1/4"9' - 8"11-NIE-A30121-NIE-A301HOLD7' - 7 5/8"HOLD8' - 4"PLASTIC LAMINATE PANELS OVER 8" REINFORCED (2 HOUR) CMU WALLPLASTIC LAMINATE PANELS OVER EXISTING CMU WALL -REFER TO SHEET 1-NIE-A702 FOR SIMILAR ELEVATIONNEW GATE COUNTERS - PHASE 2 WORKINFILL EXISTING OPENINGTO MATCH EXISTING5' - 6"3A1E1E1E1EB1-31ELEVATOR 3B1-48ELEVATOR 4B1-49EXISTING MECHANICAL ROOMB2-01CORRIDORB2-1811-NIE-A30121-NIE-A3017' - 7 1/2"8' - 4"9' - 8"PLASTIC LAMINATE PANELS OVER CMU WALLPLASTIC LAMINATE PANELS OVER EXISTING ELEVATOR WALLSNEW WALL INFILL TO MATCH EXISTINGNEW ALUMINUM STOREFRONT BY KAWNEER "MODEL TRI FAB 451 " WITH TEMPERED GLAZINGNEW STOREFRONT INFILL28' - 8"NEW STOREFRONT INFILL17' - 11"2' - 8"NEW FLOOR EXPANSION JOINTNEW CONCRETE FLOORREFER TO STRUCTURAL555PLASTIC LAMINATE PANELS OVER 8" REINFORCED (2 HOUR) CMU WALLPLASTIC LAMINATE PANELS OVER EXISTING CMU WALL -REFER TO SHEET 1-NiE-A702 FOR SIMILAR ELEVATIONS1E1E1E1E11-GE-A501G.C. TO VERIFY SIZE OF ELEVATOR SHAFT NEED PER ELEVATOR SELECTED BEFORE DEMOLITION WORK IS STARTED500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 11:06:15 AM1-NIE-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLANS - NEW INTERIOR ELEVATOR07-14-2017S12014 1/4" = 1'-0"1FLOOR PLAN 1ST FLOOR - NEW INTERIOR ELEVATORNNORTH 1/4" = 1'-0"2FLOOR PLAN 2ND FLOOR - NEW INTERIOR ELEVATORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBYCONFORMED SET112
21-NIE-A301GRADE0'-0"BOTTOM OF PIT-5'-0"2ND FLOOR13'-6"TOP OF CMU26'-0"TOP CEILING29'-6"EXISTING SOFFIT TO REMAIN, MODIFY FOR NEW CONSTRUCTION SUSPENDED CEILING HOISTWAY BEAM - 12'-7" MINIMUM HEIGHT CLEAR FROM 2ND FLOOR LEVEL -G.C. TO VERIFY WITH ELEVATOR MANUFACTURE1/4" HORIZONTAL REVEAL3/4" PLASTIC LAMINATE PANEL WITH NARROW MAIN RAIL METAL CLIP8" 2 HOUR RATED CMUMETAL SOFFITFRITZ TERRAZZO TILE BASENEW CONCRETE FLOOR SLAB TO MATCH EXISTINGEXPANSION JOINT WITH SEALANT AND BACKER RODEXISTING FLOORWATER PROOF CONCRETE ELEVATOR PIT - REFER TO STRUCTURALEXISTING ESCALATOR TO REMAINEXISTING WALL TO REMAINSUSPENDED CEILING EXISTING SOFFIT TO REMAIN, MODIFY FOR NEW CONSTRUCTION 1/4" HORIZONTAL REVEAL3/4" PLASTIC LAMINATE PANEL WITH NARROW MAIN RAIL METAL CLIP8" (2) HOUR RATED VERTICALLY REINFORCED CMU WALL - UL U906(2) RATED ROOF CAP UL D906BOTTOM OF BEAM26'-2"26' - 2"INSTALL NEW PIT LADDERINSTALL NEW SUMP PUMP AND ENCASE IN WATER PROOF CONCRETEREFER TO STRUCTURAL FOR CONCRETE DESIGN11-NIE-A301NEW CONCRETE FLOOR SLAB TO MATCH EXISTINGEXISTING FLOOREXISTING FLOOREXISTING WALLTO REMAINSUSPENDED CEILING 1/4" HORIZONTAL REVEAL3/4" PLASTIC LAMINATE PANEL WITH NARROW MAIN RAIL METAL CLIPELEVATOR SHAFT DOOR JAMBBY ELEVATOR INSTALLER3/4" PLASTIC LAMINATE PANEL WITH NARROW MAIN RAIL METAL CLIPELEVATOR SHAFT DOOR JAMBBY ELEVATOR INSTALLEREXISTING FLOOR STRUCTURETO REMAINNEW FLOOR STRUCTUREREFER TO STRUCTURAL FLOOR EXPANSION JOINT1-GE-A50151-GE-A50121-GE-A50141-GE-A50121-GE-A5014WATER PROOF CONCRETE - REFER TO STRUCTURAL8" 2 HOUR VERTICALLY REINFORCED CMU WALLNEW CONCRETE FLOOR SLAB TO MATCH EXISTINGINSTALL PIT LADDER500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 3/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 11:07:39 AM1-NIE-A301PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTIONS - NEW INTERIOR ELEVATOR07-14-2017S12014 3/4" = 1'-0"1WALL SECTION 1 - NEW INTERIOR ELEVATOR 3/4" = 1'-0"2WALL SECTION 2 - NEW INTERIOR ELEVATORREVISIONS# DATEDESCRIPTIONBYCONFORMED SET113
FLOOR LINE0"LEVEL 213' - 6"10' - 6"12' - 6"ALUMINUM SIGNAGE BAND. REFER TO WAYFINDING DRAWINGS FOR WALL CONNECTION.2' - 6"1' - 0"2' - 6"1' - 0"2' - 9"2' - 9"1' - 0"3' - 0"3' - 0"1' - 0"2' - 6"13' - 8 1/8"BRUSHED STAINLESS STEEL BASE,LAMINATED PANEL SYSTEM, REFER TO SHEET G-106 FOR FINISH W1EXISTING SOFFIT, PAINT TO MATCH CEILINGSUSPENDED CEILING SYSTEMB371-NIE-A70391-NIE-A70381-NIE-A70361-NIE-A70341-NIE-A70351-NIE-A703TYPTYP13' - 7 3/4"1' - 0"LEVEL 213' - 6"1' - 0"3' - 0"3' - 0"1' - 0"2' - 0"10' - 0"11"6"3' - 6"4' - 2"PLASTIC LAMINATE PANEL SYSTEM. REFER TO SPECIFICATIONS51-NIE-A70381-NIE-A70361-NIE-A70341-NIE-A70371-NIE-A703TYPTYPEXISTING COLUMN91-NIE-A703EXISTING SOFFITNEW ALUMINUM STOREFRONT INFILLTO MATCH EXISTING STOREFRONTELEVATOR CALL BUTTON. COORDINATE WITH ELEVATOR MFG.UP/DOWN INDICATOR"IN CASE OF FIRE USE STAIRS" SIGNFLOOR LINE0"LEVEL 213' - 6"1' - 3"1' - 4"1' - 0"3' - 0"3' - 0"1' - 0"2' - 9"2' - 9"1' - 0"2' - 6"1' - 0"2' - 6"1' - 0"1' - 4"3' - 6"3' - 7"1' - 5"EXISTING ESCALATORSTAINLESS STEEL ELEVATOR DOORBRUSHED STAINLESS STEEL BASE, LAMINATED PANEL SYSTEM, REFER TO SHEET G-106 FOR FINISH W1B3EXISTING SOFFIT, PAINT TO MATCH CEILING41-NIE-A70341-NIE-A70351-NIE-A703SUSPENDED CEILING SYSTEM61-NIE-A70391-NIE-A70381-NIE-A70371-NIE-A703TYPTYPELEVATOR CALL BUTTON. COORDINATE WITH ELEVATOR MFG.24' - 1"UP/DOWN INDICATOR"IN CASE OF FIRE USE STAIRS" SIGNSMOKE DETECTOR REFER TO MEPFLOOR LINE0"LEVEL 213' - 6"13' - 8"10' - 0"1"1' - 7"5' - 8"2' - 10"3' - 6 1/4"51-NIE-A70341-NIE-A70361-NIE-A70391-NIE-A70371-NIE-A703LAMINATED PANEL SYSTEM, REFER TO SHEET G-106 FOR FINISH EXISTING SOFFIT, PAINT TO MATCH CEILINGSUSPENDED CEILING SYSTEMEXISTING COLUMN, PAINT1' - 0"3' - 0"3' - 0"1' - 0"2' - 7"1' - 0"TOP OF ESCALATOR RAILPLASTIC LAMINATE WOOD VENEER TO MATCH MARLITE WALL. EXTEND FROM ESCALATOR BOTTOM EDGE TO MARLITE SYSTEM ABOVE. RETURN MARLITE TO VENEER.PLASTIC LAMINATE PANEL SYSTEM. REFER TO SPECIFICATIONS61-NIE-A70371-NIE-A70351-NIE-A70381-NIE-A70341-NIE-A703EXISTING COLUMNSTAINLESS STEEL ELEVATOR JAMBPLASTIC LAMINATE PANEL SYSTEM, RETURN TO ALIGN WITH ELEVATOR JAMB2' - 0"1' - 0"6' - 0"1' - 0"10' - 0"4' - 7"LEVEL 213' - 6"PLASTIC LAMINATE PANEL SYSTEM. REFER TO SPECIFICATIONSSTAINLESS STEEL ELEVATOR JAMBPLASTIC LAMINATE PANEL SYSTEM, RETURN TO ALIGN WITH ELEVATOR JAMB71-NIE-A70361-NIE-A70381-NIE-A70351-NIE-A70341-NIE-A7035' - 1"2' - 0"1' - 0"3' - 0"3' - 0"1' - 0"10' - 0"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/2" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:56:42 PM1-NIE-A702PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - NEW INTERIORELEVATOR07-14-2017S12014 1/2" = 1'-0"1EAST ELEVATION - NEW INTERIOR ELEVATOR 1/2" = 1'-0"4NORTH ELEVATION - NEW INTERIOR ELEVATOR 1/2" = 1'-0"2SOUTH ELEVATION - NEW INTERIOR ELEVATOR 1/2" = 1'-0"3WEST ELEVATION NEW INTERIOR ELEVATOR 1/2" = 1'-0"5EAST ELEVATION - ENTRY VESTIBULE 1/2" = 1'-0"6WEST ELEVATION ENTRY - ENTRY VESTIBULEREVISIONS# DATE DESCRIPTION BYCONFORMED SET114
FLOOR LINE0"126"6' - 6"7' - 9"9"MAIN CAR OPERATING PANELW/ MFGVERIFY2' - 0 1/8"3' - 6"BRUSHED STAINLESS STEEL TOE KICKBRUSHED STAINLESS STEEL PANELBRUSHED STAINLESS STEEL HEAD PANELBRUSHED STAINLESS STEEL ELEVATOR DOORFLOOR LINE0"7' - 9"6"1' - 9"9"2' - 0"2' - 0"9"BRUSHED STAINLESS STEEL TOE KICKPLASTIC LAMINATE VENEER TO MATCH ELEVATOR EXTERIORBRUSHED STAINLESS STEEL PANELMOZ WAVES CLEARBRUSHED STAINLESS STEEL HEAD PANELEQEQPLASTIC LAMINATE VENEER TO MATCH ELEVATOR EXTERIORFLOOR LINE0"6"1' - 9"9"2' - 0"2' - 0"9"EQEQEQEQBRUSHED STAINLESS STEEL TOE KICKPLASTIC LAMINATE VENEER TO MATCH ELEVATOR EXTERIORBRUSHED STAINLESS STEEL FLAT RAILBRUSHED STAINLESS STEEL PANELMOZ WAVES CLEARBRUSHED STAINLESS STEEL HEAD PANELPLASTIC LAMINATE VENEER TO MATCH ELEVATOR EXTERIOR7' - 9"SATIN ANODIZED ALUMINUM CORNER TRIMSCHEDULED PARTITIONPLASTIC LAMINATE ON 3/4" SUBSTRATESATIN ANODIZED ALUMINUM TOP EDGESCHEDULED PARTITIONPLASTIC LAMINATE ON 3/4" SUBSTRATEPANEL CLIP1/4"3/16"NARROW MAIN RAILSCHEDULED PARTITIONPLASTIC LAMINATE ON 3/4" SUBSTRATEPANEL CLIPSATIN ANODIZED ALUMINUM BOTTOM EDGESCHEDULED PARTITIONPLASTIC LAMINATE ON 3/4" SUBSTRATEPANEL CLIPSATIN ANODIZED ALUMINUM EDGE TRIMSCHEDULED PARTITIONPLASTIC LAMINATE ON 3/4" SUBSTRATE3/16"3/4"NARROW CROSS SPLINESCHEDULED PARTITIONPLASTIC LAMINATE ON 3/4" SUBSTRATE1/4"SATIN ANODIZED ALUMINUM EDGE TRIMSCHEDULED PARTITIONPLASTIC LAMINATE ON 3/4" SUBSTRATE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:56:58 PM1-NIE-A703PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS AND FINISH DETAILS - NEWINTERIOR ELEVATOR07-14-2017S12014 1/2" = 1'-0"1ELEVATOR INTERIOR SOUTH ELEVATION 1/2" = 1'-0"2ELEVATOR INTERIOR WEST ELEVATION 1/2" = 1'-0"3ELEVATOR INTERIOR EAST ELEVATION 12" = 1'-0"4OUTSIDE CORNER TRIM 12" = 1'-0"5TOP EDGE TRIM 12" = 1'-0"6HORIZONTAL REVEAL 12" = 1'-0"7BOTTOM EDGE TRIM 12" = 1'-0"8VERTICAL EDGE TRIM 12" = 1'-0"9VERTICAL REVEALREVISIONS# DATE DESCRIPTION BY 12" = 1'-0"10INSIDE CORNER DETAILCONFORMED SET115
UP5' - 9"9' - 7"NEW EXTERIOR ELEVATOR ENCLOSUREAREA UNDER NEW BRIDGE ABOVEEXISTING STAIRS RELOCATED 10'-0" TO THE EAST V.I.F.EXISTING STAIR LANDING RELOCATED11-NEE-A30111-NEE-A3021-NEE-A2011-NEE-A201231-NEE-A2011HOLD8' - 1 3/4"15' - 4"6' - 6"HOLD10' - 3"ELEVATOR ROOMB1-171B1BNEW LOADING DOCK ELEVATORB1-161B15' - 4"11' - 8"3' - 8"NEW CONCRETE SLABNEW COLUMN FOUNDATION - REFER TO STRUCTURALSLOPESLOPE1E1E1E1EB1-17AB1-17B3A11-NEE-A30111-NEE-A302779' - 7"21' - 10"2' - 10"6' - 0"2' - 5"DNDN1B1B1BMODIFY EXISTING GUARDRAILNEW STANDING SEAM BY "MBCI MODEL - ULTRA DEK" METAL ROOF - BELOWPRE-FINISHED ALUMINUM GUTTER & DOWNSPOUTNEW LANDINGREFER TO STRUCTURAL NEW STEEL COLUMNREFER TO STRUCT.SLOPE1/4 : 12B2-20ITB2-203A3A6' - 8"7' - 0"2"MATCH EXISTING HEIGHTCARD READER7' - 2"2"3' - 0"2"3' - 4"SINGLE FLUSH HOLLOW METAL5/8" GYPSUM BOARD BOTH SIDES3 5/8" METAL STUDS PER WALL TYPEHOLLOW METAL DOOR BATT INSULATION REFERTO WALL TYPESHOLLOW METAL FRAME7'-0" A.F.F.5/8" GYPSUMBOARD BOTHSIDESDOUBLE 3 5/8"METAL STUDS PER WALL TYPEHOLLOW METALFRAMEHOLLOW METAL DOOR BATT INSULATION REFERTO WALL TYPES5/8" 3 COAT MEDIUM SAND FINISH STUCCOHOLLOW METAL DOORAND 2" FRAMECONCRETE GROUT WITH VERTICAL REINFORCEMENT5/8" GYPSUM BOARD OVER 1 1/2" RIGID INSULATIONSEALANT, BOTH SIDESMASONRY ANCHORSEALANT, BOTH SIDESHOLLOW METAL DOOR1 1/2" RIGID INSULATION5/8" GYPSUM BOARDLINTEL WITH HORIZONTAL REINFORCEMENT5/8" 3 COAT MEDIUM SAND FINISH STUCCO2X4 WOOD BLOCKING4" HOLLOW METAL FRAME7'-4" A.F.F.DOORHOLLOW METAL DOORFRAMEFLOOR FINISH PER SCHEDULEMETAL THRESHOLD SET IN FULLBET OF MASTIC500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/15/2017 10:03:29 AM1-NEE-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLAN, DOOR SCHEDULE ANDDOOR DETAILS - NEW EXTERIOR ELEVATOR07-14-2017S12014 1/4" = 1'-0"1ENLARGED FLOOR PLAN - NEW ELEVATOR - FIRST FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDLOADING DOCK ELEVATOR 1/4" = 1'-0"2ENLARGED FLOOR PLAN - NEW ELEVATOR 2ND FLOORNNORTHDOOR SCHEDULE - EXISTING TRMINAL BSAA #CARDREADERDoor # Room NameDoor SizeDoorLabelDetailsFrameHardwareSetCommentsWidth Height Thickness Door Material Door FinishHead Jamb Threshold Material FinishB2-20 IT3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINT3/1-NEE-A101 4/1-NEE-A101HOLLOW METAL PAINT 6DOOR SCHEDULE - FREIGHT ELEVATORSAA #CARDREADERDoor # Room NameDoor SizeDoorLabelDetailsFrameHardwareSetCommentsWidth Height Thickness Door Material Door FinishHead Jamb Threshold Material FinishNO B1-17A ELEVATOR EQUIP.ROOM3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINT 5/1-NEE-A101 6/1-NEE-A101 7/NEE-A101 HOLLOW METAL PAINT 24NO B1-17B ELEVATOR EQUIP.ROOM3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINT3/1-NEE-A101 4/1-NEE-A101HOLLOW METAL PAINT 6NO B1-31 ELEVATOR ROOM 3' - 0" 7' - 0" 1 3/4" SOLID WOODCORESTAIN AUTHORIZEDPERSONNEL ONLY3/1-NEE-A101 4/1-NEE-A101HOLLOW METAL PAINT 1 1/2" = 1'-0"8DOOR ELEVATIONS 3" = 1'-0"3INTERIOR DOOR HEAD 3" = 1'-0"4INTERIOR DOOR JAMB 3" = 1'-0"6EXTERIOR H/M DOOR JAMB 3" = 1'-0"5EXTERIOR HM DOOR HEAD 3" = 1'-0"7THRESHOLD DETAILREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44CONFORMED SET116
11-NEE-A30111-NEE-A3021-NEE-A20121-NEE-A2011EXISTING CEILING TO REMAIN NEW 7/8" THICK (3) COAT SMOOTH FINISH STUCCO CEILING -PAINTEDNEW LIGHT FIXTUREREFER TO ELECTRICAL775' - 4"2' - 6"EQEQ1B1B1B1B1B10' - 9"11' - 4"EXPOSED CEILINGEXPOSED CEILINGNEW LOADING DOCK ELEVATORB1-16ELEVATOR ROOMB1-17CEILING HEIGHT10' - 0"11-NEE-A30111-NEE-A302SLOPENEW STANDING SEAM METAL ROOF BY "MBCI MODEL - ULTRA DEK" OR ARCHITECT APPROVED EQUALEXISTING ROOFSLOPENEW PRE-FINISHED ALUMINUM GUTTERS AND DOWNSPOUTSSLOPESLOPE10' - 8 3/4"11' - 4"9' - 7"5' - 9"11' - 8 1/4"10' - 1 1/4"15' - 4"6' - 5 1/2"NEW STANDING SEAM METAL ROOF BY "MBCI MODEL ULTRA DEK" OR ARCHITECT APPROVED EQUALRELOCATED STAIRS BELOW31-NEE-A1021/4 : 121 : 121 : 122 : 123/8"EXISTING WALLLOW RAKE SUPPORT ANGLETRI-BEAD TAPE SEALERPARAPET RAKE FLASHINGEXISTING METAL PANEL(CENTERED IN SLOT)RIGID INSULATIONMETAL DECK14 GA. RAKE ANGLEFASTENERSNOPARAPET RAKE CLEATINSIDE CLOSURE1/4" GAPULTRA-DEK PANEL@ 24" O.C. (PRE-DRILL[FASTENER #15_]14-10 x __ DECK SCREWSTRUCTURAL ANGLE AS REQ'D.)STRUCTURAL ANGLE1 1/2"MIN.1/4-14 x 1 1/4 SHOULDERTEK 2 SELF-DRILLER12-14 x 1 1/4 LONG-LIFE SELF-DRILLER W/WASHER1/4-14 x 1 1/4 LONG-LIFESELF-DRILLER W/WASHERCONTINUOUS PEEL AND STICK MEMBRANE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:54:32 PM1-NEE-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN, ROOF PLAN ANDDETAILS - NEW EXTERIOR ELEVATOR07-14-2017S12014 1/4" = 1'-0"1REFLECTED CEILING PLAN - NEW EXTERIOR ELEVATORORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDLOADING DOCK ELEVATORNNORTH 1/4" = 1'-0"2ENLARGED ROOF PLAN - NEW EXTERIOR ELEVATORNNORTHREVISIONS# DATE DESCRIPTION BY 3" = 1'-0"3EXISTING WALL FLASHING DETAILCONFORMED SET117
11-NEE-A301EXISTING METAL PANEL SIDING TO REMAINALUMINUM GUTTER & DOWNSPOUTPRE-FINISHED METAL FASCIA5/8" STUCCO ON 8" CMU ALUMINUM GUTTER & DOWNSPOUTULTRA DEK STANDING SEAM METAL ROOF BY "MBCI" OR APPROVED EQUAL7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER METAL FRAMING - PAINTEDALUMINUM GUTTER & DOWNSPOUT5/8" STUCCO ON 8" CMU EXISTING PARAPET32'-6"TOP OF MASONRY10'-0"TOP OF MASONRY31'-8"EXISTING 2ND FLOOR V.I.F.13'-4"BRIDGE TOP OF MASONRY28'-2"EXISTING GLAZING11' - 8"10' - 2"11' - 3"13' - 0"STUCCO RELIEF JOINT STUCCO RELIEF JOINT ULTRA DEK STANDING SEAM METAL ROOF BY "MBCI" OR APPROVED EQUALULTRA DEK STANDING SEAM METAL ROOF BY "MBCI" OR APPROVED EQUALREMOVE EXISTING METAL PANEL SIDING AND RETAIN FOR REINSTALLATION AFTER STRUCTURAL STEEL IS INSTALLED -REFER TO STRUCTURAL FOR LOCATIONREMOVE EXISTING METAL PANEL SIDING AND RETAIN FOR REINSTALLATION AFTER STRUCTURAL STEEL IS INSTALLED -REFER TO STRUCTURAL FOR LOCATION11-NEE-A302EXISTING ALUMINUM WINDOWTO REMAINEXISTING METAL PANEL SIDING TO REMAINALUMINUM GUTTER & DOWNSPOUTPRE-FINISHED METAL FASCIA5/8" STUCCO ON 8" CMU ALUMINUM GUTTER & DOWNSPOUTPRE-FINISHED METAL COPINGEXISTING METAL PANEL SIDING TO REMAIN5/8" STUCCO ON 8" CMU - PAINTED EXHAUST LOVER AND NEW LINTEL REFER TO MECH.STAIR LANDING OVERHANGCANOPY EAVE22'-0" A.F.F.SPLASH GUARDS AT ALL DOWNSPOUTS -TYPEXISTING STAIR - RELOCATEDEXISTING PARAPET32'-6"TOP OF MASONRY10'-0"11' - 3"13' - 0"STUCCO RELIEF JOINT ULTRA DEK STANDING SEAM METAL ROOF BY "MBCI" OR APPROVED EQUALMODIFY EXISTING RAILINGNEW FOUNDATIONS FOR EXISTING RELOCATED STAIRS - REFER TO STRUCTURAL DRAWINGSNEW EXHAUST LOUVER1' - 6"2' - 10"7' - 2"1' - 6"2' - 0"EXISTING INTERNAL STEEL COLUMNREMOVE EXISTING METAL SIDING AND INSTALL NEW TUBE STEEL IN WALL FOR AWNING SUPPORT -REFER TO STRUCTURAL -REINSTALL EXISTING SIDING11-NEE-A3017' - 0"PRE-FINISHED METAL COPING5/8" STUCCO ON 8" CMU - PAINTED PREFINISHED METAL WALL FLASHINGTOP OF ELEVATOR32'-11"2ND FLOOR V.I.F.13'-4"EXISTING LANDING6'-10" V.I.F.BOTTOM OF CANOPY22'-0"11' - 8"10' - 1"13' - 0"11' - 3"6' - 4"EXISTING TERMINAL WALLPREFINISHED METAL CANOPY CLOSURE STRIP8' - 6"OPENULTRA DEK STANDING SEAM METAL ROOF BY "MBCI" OR APPROVED EQUALSTUCCO RELIEF JOINTSTUCCO RELIEF JOINT2" METAL FRAMED OPENINGSTUCCO RELIEF JOINT1-NEE-A10231-NEE-A1023SIMREMOVE EXISTING METAL PANEL SIDING AND RETAIN FOR REINSTALLATION AFTER STRUCTURAL STEEL IS INSTALLED - REFER TO STRUCTURAL FOR LOCATIONFLASH AWNING TO SIDE OF WALL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 10:16:21 AM1-NEE-A201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATIONS - NEW EXTERIORELEVATOR07-14-2017S12014 1/4" = 1'-0"1WEST ELEVATION - NEW EXTERIOR ELEVATOR 1/4" = 1'-0"2SOUTH ELEVATION - NEW EXTERIOR ELEVATOR 1/4" = 1'-0"3EAST ELEVATION - NEW EXTERIOR ELEVATORORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANEXISTING LOADING DOCKOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBYCONFORMED SET118
11-NEE-A302GRADE0'-0"HOISTWAY BEAM - 16'-5" MINIMUM HEIGHT CLEAR FROM 2ND FLOOR LEVEL VERIFY WITH ELEVATOR SYSTEM SHOP DRAWINGS2ND FLOOR13'-4" V.I.F.TOP OF MASONRY32'-0"TOP OF MASONRY31'-4"TOP OF MASONRY29'-11"PREFINISHED ALUMINUM GUTTER AND DOWNSPOUTSPREFINISHED RAKE TRIMSTEEL BEAMSREFER TO STRUCTURALREINFORCED CONCRETE BEAM -REFER TO STRUCTURALNEW ULTRA DEK METAL ROOF BY MBCIOVER 5/8" EXTERIOR GRADE SHEATHING ONR-20 RIGID INSULATION ON METAL DECKTOP OF PIT-5'-8"METAL ROOF WALL FLASHING BY MBCIULTRA DEK METAL ROOF BY MBCIOVER PEEL AND STICK MEMBRANE OVER EXTERIOR GRADE SHEATHING ONR-20 RIGID INSULATION ON METAL DECK5/8" THICK (3) COAT SMOOTH FINISH STUCCO ON 8" 2 HOUR RATED CMUREFER TO STRUCTURAL FOR REINFORCEMENT5/8" STUCCO ON 8" CMUREFER TO STRUCTURAL REINFORCED CONCRETE BEAM -REFER TO STRUCTURALPREFINISHED ALUMINUM GUTTER AND DOWNSPOUTSSTEEL BEAM -REFER TO STRUCT.EXISTING RELOCATED STAIR STRUCTURENEW CONCRETE PADS FOR RELOCATED STAIR STRUCTUREREFER TO STRUCTURALCONCRETE FOOTINGREFER TO STRUCTURALCONCRETE FLOOR SLABREFER TO STRUCTURALWATER PROOF POURED CONCRETE - REFER TO STRUCTURAL112(2) STOP 5000 LB CAPACITY ELEVATOR BY SCHINDLER - MODEL 400AE - OR APPROVED EQUALNEW LOADING DOCK ELEVATORB1-16HVAC SUPPLY DUCT -REFER TO MECHANICALNOTE: SUMP PUMP FOR ELEVATOR SHALL BE ENCASED IN WATER PROOF CONCRETEINSTALL NEW PIT LADDER500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 3/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 10:20:27 AM1-NEE-A301PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTION - NEW EXTERIOR ELEVATOR07-14-2017S12014 3/4" = 1'-0"1SECTION 1 AT NEW EXTERIOR ELEVATORORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANEXISTING LOADING DOCKOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBYCONFORMED SET119
11-NEE-A301OPENTOP OF MASONRYVARIES2ND FLOOR13'-4" V.I.F.FLOOR LINE0'-0"BOTTOM OF PIT-5'-8"PREFINISHED FLASHINGNEW ULTRA DEK METAL ROOF BY MBCI ON EXTERIOR SHEATHINGR-20 RIGID INSULATIONMETAL DECKSTEEL CHANNEL - REFER TO STRUCTURALSTEEL BEAMS -REFER TO STRUCTURALEXISTING METAL PANELTO REMAIN7/8" STUCCO CEILING OVER METAL LATH OVER TYVEK MEMBRANE OVER 5/8" EXTERIOR SHEATHING ON SUSPENDED METAL FRAMINGNEW LIGHT FIXTUREREFER TO ELECTRICAL5/8" STUCCO ON 8" 2 HOUR RATED CMUEXISTING DOOR & FRAME TO REMAIN5/8" STUCCO ON 8" 2 HOUR RATED CMUHOIST BEAM REFER TO STRUCT.ELEVATOR DOORS AND FRAMEBY ELEVATOR INSTALLERPREFINISHED RAKE TRIMEXISTING METAL PANELTO REMAINELEVATOR DOORS AND FRAMEBY ELEVATOR INSTALLERNEW CONCRETE FLOOR SLABREFER TO STRUCTURAL - SLOPE AWAY FROM ELEVATOR DOORWATER PROOF POURED CONCRETE ELEVATOR PIT -REFER TO STRUCTURALPREFINISHED FLASHINGPREFINISHED RAKE TRIMNEW ULTRA DEK METAL ROOF BY MBCI ON EXTERIOR SHEATHINGMECHANICAL VENT & DUCTREFER TO MECHANICALCHANNEL LOCK SIDING1-NEE-A10231-NEE-A1023OPPSIMPRE-FINISHED METAL TRIM CLOSURE PIECE2" METAL FRAMED OPENING -BOTH SIDES(2) STOP 5000 LB CAPACITY ELEVATOR BY SCHINDLER - MODEL 400AE - OR APPROVED EQUALINSTALL NEW PIT LADDER REINFORCED CONCRETE BEAM -REFER TO STRUCTURAL DRAWINGSSTEEL BEAMS - REFER TO STRUCTURAL - PAINT ALL EXPOSED STRUCTURE AND PROTECT WITH BIRD NETTINGNEW STEEL TUBE -REFER TO STRUCTURAL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 3/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 10:20:33 AM1-NEE-A302PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTION - NEW EXTERIOR ELEVATOR07-14-2017S12014 3/4" = 1'-0"1WALL SECTION 2 AT NEW EXTERIOR ELEVATORORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANEXISTING LOADING DOCKOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBYCONFORMED SET120
TableTableTableTableTableTableTableshreddercopierprinterhp 8550TableDEMOLITION PLAN LEGENDITEMS TO DEMOLISHITEMS TO REMAINDEMOLISH EXISTING ROOF DOWN TO EXISTING METAL DECK AND PREP FOR NEW TPO MEMBRANE -PHASE 2 WORK REFER TO SHEET 2-OB-A107DEMOLISH ALL EXISTING SPLIT SYSTEM CONDENSERS AND RACKS FROM THIS AREADEMOLISH EXISTING RTU'S AND DUCT WORKEXISTING MECHANICAL ROOM TO REMAINDEMOLISH EXISTING STAIRS AND LAND PLATFORMDEMOLISH ALL EXISTING PORTION OF WALL FOR NEW SCREENING EXPANSIONREMOVE AND STORE ALL EXISTING SEATING IN NEW FLOORING AREA AND RETURN TO OWNER PER PHASING PLANS. SEATING TO BE REPLACED AND RECONFIGURED AFTER NEW FLOOR IS INSTALLED.DEMOLISH EXISTING "AIRPORTS WORLDWIDE" OFFICE COMPLEXDEMOLISH EXISTING RESTROOMSREMOVE EXISTING SCREENING DEVICESDEMOLISH EXISTING OVERHEAD ROLL UP DOORS AND OPENINGS, BULKHEAD AND COLUMN WRAPS TO REMAINDEMOLISH EXISTING WALLDEMOLISH PORTION OF EXISTING CANOPYREMOVE EXISTING WINDOWS ON 2ND FLOOR OF EXISTING BUILDING. FOR EXTENT REFER TO SCREENING EXPANSION DRAWINGDEMOLISH EXISTING PORTION OF WALL TO ALLOW WALK DOOR - PHASE 1 WORKEXISTING TSA "IT" SERVER RACK TO REMAINV.I.F.26' - 10"USE SELECTIVE DEMOLITION ON CEILINGS PER HVAC AND FIRE SPRINKLER WORKDEMO EXISTING WALL FOR NEW ELEVATORCORRIDOR SHALL REMAIN SECURE DURING ALL DEMOLITION OPERATIONSDEMOLISH WALL SECTION2-OB-A2053REFER TO ELEVATION FOR EXTENT OF DEMOLITION IN WALL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 10:23:16 AM1-SA-A100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION PLAN - SCREENING AREA AND SAAOFFICES07-14-2017S12014NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL A 1/16" = 1'-0"1DEMOLITION PLAN - SCREENING AREA AND SAA OFFICESREVISIONS# DATEDESCRIPTIONBYCONFORMED SET121
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Table Table DEMOLISH EXISTING OVERHEAD ROLL UP DOORS AND OPENINGS, BULKHEAD AND COLUMN WRAPS TO REMAIN2"EXISTING FOOD VENDING TO REMAINEXISTING VINYL FLOOR TO REMAIN,CLEAN FLOOR TO LIKE NEW CONDITIONREMOVE CARPET THROUGHOUT, REMOVE ALL DEBRIS/ADHESIVE FROM FLOOR AND PREP TO RECEIVE NEW FINISHREMOVE AND STORE ALL EXISTING SEATING IN NEW FLOORING AREA AND RETURN TO OWNER PER PHASING PLANS. SEATING TO BE REPLACED AND RECONFIGURED AFTER NEW FLOOR IS INSTALLED.REMOVE EXISTING TILE THROUGHOUT MAIN CORRIDOR TO FACE OF EXISTING RESTAURANT TILE FLOORING OR FACE OF EXISTING VENDOR/RESTAURANT COUNTER WALL. PREP FLOOR AND LEVEL AS NECESSARY TO RECEIVE NEW FLOORING500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/16" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:57:41 PM1-SA-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION PLAN - EXISTING TERMINAL B 2NDFLOOR07-14-2017S12014 1/16" = 1'-0"1DEMOLITION PLAN - TERMINAL B 2ND FLOORORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL ANNORTHREVISIONS# DATE DESCRIPTION BYCONFORMED SET122
EXISTING KITCHEN EXHAUST FAN TO MODIFIEDREMOVE EXISTING CEILING AND LIGHTING FROM THIS AREAREMOVE EXISTING LIGHTINGEXISTING MECHANICAL ROOM LIGHTING TO REMAINEXISTING PORTION OF CANOPY TO BE REMOVEDDEMOLISH EXISTING OVERHEAD ROLL UP DOORS AND OPENINGS, BULKHEAD AND COLUMN WRAPS TO REMAINLIGHTING IN SECURED AREA TO REMAINLIGHTING IN SECURED AREA TO REMAINREMOVE PORTION OF CEILING FOR NEW ELEVATOR CONSTRUCTION IN PHASE 1DEMOLITION REFLECTED CEILING PLAN LEGENDDEMOLISH EXISTING CEILING AND LIGHTINGDEMOLISH / REMOVEITEM TO REMAINREMOVE EXISTING CEILING AND LIGHTING FROM THIS AREALIGHTING IN SECURED AREA TO REMAINEXISTING LIGHTING AND CEILING AREA TO REMAIN500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/4/2017 11:10:54 AM1-SA-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION REFLECTED CEILING PLAN -SCREENING AREA07-14-2017S12014 1/16" = 1'-0"1DEMOLITION REFLECTED CEILING PLAN - SCREENING AREANNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL A 1/16" = 1'-0"2DEMOLITION REFLECTED CEILING PLAN - SCREENING AREA CONTINUEDREVISIONS# DATEDESCRIPTIONBY123 CONFORMED SET
29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8" 8'-1" 7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs 102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs 102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs 102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXITTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSFRONTETDBLS
AVSAVSFRONTETDBLS
FRON
TETDBLSAVSFRONTETDBLSAVSAVSAVSFRONTETDBLS 23'-9"3'LADA GATEWTMDCEIA12ETDETDETDETD
LL43L43L3L323'-9"3'LADA GATEWTMDCEIA1 23'-9"3'LADA GATEWTMDCEIA123'-9"3'LADA GATEWTMDCEIA1EXISTING CANOPY ROOFEMERGENCY EXITEXISTING MECHANICAL ROOMB2-01NEW CANOPY ROOFSECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PSRB2-15PASSENGER WAITING AREAB2-13SAA ITB2-09WOMENS ROOMB2-04TSA IT CABINETB2-07MENS ROOMB2-05EXPANDED SCREENING AREAB2-14CORRIDORB2-18PENTHOUSEB2-16JANITORB2-06CONFERENCE ROOMFP2-03OFFICEFP2-02OFFICEFP2-04OFFICEFP2-05ELECTRICALFP2-13CORRIDORFP2-01RoomFP2-17OFFICEFP2-18OFFICEFP2-07OFFICEFP2-08.OFFICEFP2-09CONFERENCE ROOMFP2-06CORRIDORFP2-01RECEPTIONFP2-10BREAK ROOMFP2-15ENTRANCEENTRANCECROSSWALK SHELTERBAGGAGE CLAIM ROOFB2-17FEFEFEFEFEFEFEFEEXTERIOR EXTERIOR NEW ELEVATORNEW ELEVATOREXTERIOR EXISTING SAA OFFICES PATH SA1PATH SA1PATH SA2PATH SA3PATH SA2PATH SA3PATH SA4PATH SA5PATH SA6PATH SA5LOST AND FOUNDB2-11BOPPS DIRECTOR OFFICEB2-11ANOTE:A MAXIMUM OF 49 PEOPLE WILL BE ALLOWED IN OFFICE AREA DURING CONSTRUCTION BECAUSE ONLY ONE EXIT WILL BE AVAILABLE. G.C. TO POST SIGN ON ENTRY DOORS OF OFFICE AREAMAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (1004.1.2)LEGENDAIRPORT TERMINAL / CONCOURSE 100 GROSSAIRPORT TERMINAL / WAITING AREAS 15 GROSSAIRPORT TERMINAL / MERCANTILE 30 GROSSAIRPORT TERMINAL / BUSINESS 100 GROSSAIRPORT TERMINAL / STANDING 5 GROSSLIFE SAFETY LEGENDFEWALL MOUNTED FIRE EXTINGUISHER / 10LB TYPE ABCEMERGENCY LIGHT (EM)EXIT SIGNSTOTAL EXIT WIDTH REQUIRED (1005.1) TOTAL OCCUPANT LOAD x 0.2 INCHES PER PERSON = INCHES REQUIRED2956 PEOPLE x 0.2 INCHES PER PERSON = 591.2 INCHES REQUIREDEXIT WIDTH PROVIDED2 - 120" DOORS 240 INCHES CLEAR WIDTH4 - 96" EXIT DOORS:348 INCHES CLEAR WIDTH 4 - 36" EXIT DOORS72 INCHES CLEAR WIDTHTOTAL PROVIDED 660 INCHES CLEAR WIDTH PROVIDED OCCUPANCY CALCULATIONS - SCREENING AREASPACE / USE OCCUPANCY AREA OCCUPANT PER S.F. OCCUPANT LOAD WAITINGAPT - W14,245 S.F.1/52849BUSINESSB10,621 S.F.1/100107 TOTAL 24,866 S.F.TOTAL OCCUPANTS 2956 PEOPLEFIRE PROTECTION SERVICES (FBC 906.3(1)FIRE ALARM SYSTEM AND PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AT A MAXIMUM TRAVEL DISTANCE OF 75'. MAXIMUM FLOOR AREA FOR EACH EXTINGUISHER IS 11,250 SF MEANS OF EGRESS (FBC 1004.1.2)MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTAIRPORT TERMINAL WAITING AREAS15 SF GROSS PER OCCUPANTBUSINESS100 SF GROSS PER OCCUPANTCOMMON PATH OF EGRESS TRAVEL (1014.3)BUSINESS / WAITING (SPRINKLED)100 FEET MAXIMUM EXIT ACCESS TRAVEL DISTANCE (1016.2)BUSINESS / WAITING (SPRINKLED)300 FEET RE: SHEET GS109 FOR ADDITIONAL INFORMATIONCODE INFORMATION - SCREENING AREA500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:58:37 PM1-SA-A103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIFE SAFETY PLAN - SCREENING AREA07-14-2017S12014 1/16" = 1'-0"1LIFE SAFETY PLAN - SCREENING AREANNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDEGRESS DATA SCREENING AREAEXIT ROUTE DISTANCEPATH SA1 120' - 0"PATH SA2 144' - 9"PATH SA3 232' - 5"PATH SA4 179' - 5"PATH SA5 205' - 4"PATH SA6 65' - 1"REVISIONS# DATE DESCRIPTION BYCONFORMED SET124
29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8" 8'-1" 7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs 102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs 102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXITTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSFRONTETDBLS
AVSAVSFRON
TETDBLS
FRONTETDBLSAVSFRONTETDBLSAVSAVSAVSFRONTETDBLS 23'-9"3'LADA GATEWTMDCEIA12ETDETDETDETD
LL4
3L43L3L323'-9"3'LADA GATEWTMDCEIA123'-9"3'LADA GATEWTMDCEIA123'-9"3'LADA GATEWTMDCEIA1EXISTING CANOPY ROOF - MODIFIEDPLENUMEMERGENCY EXIT STAIRSMACHINELESS ROOM ELEVATOREXISTING MECHANICAL ROOMB2-01SECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PSRB2-15PASSENGER WAITING AREAB2-13SAA ITB2-09WOMENS ROOMB2-04TSA IT CABINETB2-07MENS ROOMB2-05EXPANDED SCREENING AREAB2-14CORRIDORB2-18PENTHOUSEB2-16JANITORB2-0621-SA-A3011-SA-A20111-SA-A4021CONFERENCE ROOMFP2-03OFFICEFP2-02OFFICEFP2-04OFFICEFP2-05CORRIDORFP2-01ELECTRICALFP2-13RESTROOMFP2-14RECEPTIONFP2-10CORRIDORFP2-01RoomFP2-17OFFICEFP2-18BREAK ROOMFP2-15OFFICEFP2-21OFFICEFP2-19CONFERENCE ROOMFP2-06OFFICEFP2-09OFFICEFP2-08.OFFICEFP2-071-SA-A401121-SA-A30211-SA-A302333332333333B333552B2B2B2B12CORRIDORB2-03TEMPORARY WALLNEW ROOF ACCESS MAN DOOR AND STAIR1-SA-A40313333LOST AND FOUNDB2-11BOPPS DIRECTOR OFFICEB2-11AEGRESS CORRIDORB2-19B2-19B2-19A2B335Generic - 6"555555Generic - 6"1-SA-A71222-OB-A20532-OB-A20522-OB-A205111-SA-A50122Generic - 6"Generic - 6"NEW ROOF ACCESS LADDERROOF REPLACEMENT - PHASE 2NEW CANOPY - PHASE 2NEW CANOPY - PHASE 2NEW ALUMINUM ROOF RACK -ATTACH TO EXISTING METAL ROOF DECKV.I.F.15' - 4"REFER TO ELEVATION FOR SCOPE OF WORKPATCH EXISTING ROOF FORM DEMOLITION OF EXISTING RTU'SWALL TYPE LEGENDNEW STUD WALLEXISTING WALLSCREENING AREA KEYNOTES#1NEW ONE WAY EXIT CORRIDOR BY "EXIT CENTURY" OR APPROVED EQUAL27" SINGLE STEP3ADD NEW ALUMINUM PANELS - MATCH EXISTING FINISH AND PANEL STYLE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/5/2017 8:33:03 AM1-SA-A104PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - SCREENING AREA07-14-2017S12014 1/16" = 1'-0"1FLOOR PLAN - SCREENING AREANNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDEXISTING SAA OFFICES1ST FLOOR TICKETINGEXISTING AREA TO REMAIN -NEW CEILING LIGHTING - REFER TO ELECTRICAL DRAWINGSREVISIONS# DATEDESCRIPTIONBY125CONFORMED SET
SECURITY CHECKPOINT SCREENINGB2-12EXPANDED SCREENING AREAB2-14OPPS MANAGER OFFICEB2-11RECEPTIONB2-10SAA ITB2-09SECURITY OFFICEB2-08TSA IT CABINETB2-07WOMENS ROOMB2-04MENS ROOMB2-05PSRB2-15PASSENGER WAITING AREAB2-13CORRIDORB2-18SECURITY EXITB2-02EXISTING MECHANICAL ROOMB2-01ELEVATOR 3B1-48ELEVATOR 4B1-49EXISTING TICKETINGB1-1021-SA-A30211-SA-A302NEW LIGHTING REFER TO ELECTRICAL11-SA-A303CEILING HEIGHT11' - 0"CEILING HEIGHTEXISTINGNEW CEILING HEADER @ 9'-6" A.F.F.CEILING HEIGHT10' - 0"CH=10'-0"CH=10'-0"CH=10'-0"CH=9'-0"CH=9'-0"CH=9'-0"CH=9'-0"CH=9'-0"CH=9'-0"PATCH AND REPAIR EXISTING BULKHEAD WHERE ROLL UP DOOR HAVE BEEN REMOVED61-SA-A403SIM61-SA-A403NEW CEILING HEADER @ 9'-6" A.F.F.SOFFIT HEIGHT8' - 0"REFLECTED CEILING PLAN LEGEND2 X 4 LED LIGHTING FIXTURECEILING SUPPLY DIFFUSER SEE MECHANICAL DWGS.GYP. BOARD CEILING ACCESSEXIT SIGN, ARROW INDICATES EXIT DIRECTION SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATIONINDICATES FINISHED GYP. BOARD CEILING OR SOFFITEMERGENCY LIGHTS RE: ELECTRICAL DRAWINGS2 X 2 LAY-IN ACOUSTICAL TILE IN T-BAR GRID. 1. FIXTURES, CONDUITS, DUCTWORK, PIPING, ETC. SHALL BE INSTALLED AS HIGH AS POSSIBLE.2. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO VERIFY QUANTITIES AND COORDINATE LOCATIONS IN THE FIELD WITH THE FIRE DEPARTMENT FIRE INSPECTOR.3. EMERGENCY LIGHTING SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE.4. MECHANICAL DIFFUSERS TO MATCH ADJACENT CEILING TILE.5. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURES 6. INSTALL NEW SPEAKERS AT EXISTING SPEAKER LOCATIONS IN NEW WORK AREA -TYPICALREFLECTED CEILING GENERAL NOTESRECESSED LED CAN LIGHTINGSURFACE MOUNTED EXTERIOR WALL PACKFIRE SPRINKLER HEADPREFINISHED METAL SOFFIT PANELPREFINISHED HANGING PERFORATED METAL PANELCEILING RETURN DIFFUSER SEE MECHANICAL DWGS.INTERIOR WALL HEIGHT LEGENDFULL HEIGHT WALL ATTACHED TO DECKWALL TO EXTEND TO 6" ABOVE FINISHED CEILING - BRACE TO STRUCTURE ABOVENEW CEILING TILE AND GRIDCEILING HEIGHT10' - 0"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/5/2017 8:47:42 AM1-SA-A105PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - SCREENING AREA07-14-2017S12014 1/16" = 1'-0"1REFLECTED CEILING PLAN - SCREENING AREANNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/16" = 1'-0"2REFLECTED CEILING PLAN - SCREENING AREA CONTINUEDNNORTHREVISIONS# DATEDESCRIPTIONBY126CONFORMED SET
1/4-14 x 1 1/4 LONG-LIFESELF-DRILLER W/WASHER[FASTENER #1E]1/4-14 x 1 1/4 SHOULDERTEK 2 SELF-DRILLER[FASTENER #5]1/4-14 x 1 1/4 LONG-LIFESELF-DRILLER W/WASHER[FASTENER #1E]NOTE:REFERENCE TYPICAL TRIMLAP SECTIONSDIM.3/8"EXISTING ROOF PANELTRI-BEAD TAPE SEALER@ 24" O.C.@ 24" O.C.(CENTERED IN SLOT)METAL DECKRIGID INSULATION@ 24" O.C.SLIP JOINT TRIMPARAPET RAKE CLEAT [F292]TRI-BEAD TAPE SEALERULTRA-DEK PANELLOW RAKE SUPPORT ANGLE2 x 4 x 16 GA. ANGLE@ 24" O.C.SCREW [FASTENER #15_]14-10 x __ DECK(MIN. 3/4" PENETRATIONINTO METAL DECK)(6" MAX.)NO FASTENERSNEW ROOF OVER SKYWALKEXISTING ROOFING TO REMAINNEW STANDING SEAM METAL ROOF BY "MBCI MODEL ULTRA DEK" OR ARCHITECT APPROVED EQUAL11-SA-A30121-SA-A301SLOPE 1/2:1221-SA-A302EXISTING GUTTER TO REMAIN 11-SA-A30311' - 8 1/2"27' - 11"29' - 3"13' - 9"23' - 10 1/2"49' - 1"60 MIL TPO MEMBRANE OVER 5/8" COVERBOARD OVER R-20 INSULATION CONTINUOUS ROOF EXPANSION JOINTUSE STRUCTURAL CANTILEVER BEAMS TO PITCH ROOF 1/4" PER FOOTNEW PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT TO DISCHARGE ON EXISTING CANOPY BELOWSLOPESLOPE11-SA-A1061/4" / 12"1/4" / 12"RELOCATE EXISTING COMMUNICATIONS ANTENNA -VERIFY NEW LOCATION WITH SAANEW ROOF ACCESS LADDER11-SA-A10631-SA-A106EXISTING ROOFFLASH NEW CONNECTIONS TO GIRDERSREMOVE EXISTING METAL WALL PANEL AND WELD, BOLT OR FASTEN ROOF LADDER CONNECTIONS TO EXISTING GIRDERSRETURN NEW ROOF LADDER TO EXISTING ROOF SURFACE - SECURE TO WALL ON BOTH SIDESREMOVE EXISTING METAL WALL PANEL AND WELD ROOF LADDER CONNECTIONS TO EXISTING GIRDERS2 1/4" ALUMINUM RUNGS2 1/2" ALUMINUM SIDE RAILSALUMINUM PLATFORM AT PARAPET3' - 6"EXTERIORINTERIORSECURITY CHECKPOINT SCREENINGB2-12BAGGAGE CLAIM ROOFB2-17EXISTING GIRDERS - LOCATE AND VERIFY IN FIELDEXISTING GIRDERS - LOCATE AND VERIFY IN FIELDEXISTING PARAPET FLASHING TO REMAIN1' - 7"REMOVE EXISTING METAL WALL PANEL AND WELD, BOLT OR FASTEN ROOF LADDER CONNECTIONS TO EXISTING GIRDERS500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/5/2017 9:41:31 AM1-SA-A106PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAROOF PLAN - SCREENING AREA07-14-2017S12014 1/8" = 1'-0"2ROOF PLAN - SCREENING AREANNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUND 3" = 1'-0"1ROOF EXPANSION JOINTREVISIONS# DATEDESCRIPTIONBY 3/4" = 1'-0"3SECTION @ ROOF LADDER127CONFORFMED SET
21-SA-A30121-BC3-A10114' - 0"4' - 0"14' - 0"4' - 0"FLOOR LINENEW STOREFRONT WINDOWSNEW STOREFRONT WINDOWS - KAWNEER IR501T WITH INSULATED GLAZING OR APPROVED EQUALNEW PREFINISHED STEEL SIDING -MATCH ADJACENT FINISH AND COLORNEW PREFINISHED ALUMINUM COPING CAPNEW PREFINISHED ALUMINUM FLASHINGNEW EXHAUST FAN21-SA-A30211-SA-A302NEW PREFINISHED STEEL SIDING -MATCH ADJACENT FINISH AND COLORNEW PRE FABRICATED ALUMINUM STAIR SYSTEM - REFER THE STRUCTURALSCREENING AREA FLOOR LINE13'-6"ROOF LINE4' - 0"6' - 0"TO REMAINEXISTING STRUCTURE14' - 0"NEW PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT4' - 0"6' - 0"EXISTING CANOPY STRUCTURE26' - 6"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:59:56 PM1-SA-A201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATION - SCREENING AREA07-14-2017S12014 1/4" = 1'-0"1EAST ELEVATION - SCREENING AREAORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDEXTERIOR PERSPECTIVE VIEW - SCREENING AREAREVISIONS# DATE DESCRIPTION BYCONFORMED SET128
NEW SCREENING EXPANSION ROOFNEW ROOF OVER EXISTINGPAINT ALL STRUCTURE BELOW CONCRETE SLAB AND PROTECT WITH BIRD NETTINGEXISTING BAGGAGE CLAIM 3NEW PLENUM FOR MECHANICALNEW SCREENING CEILING21-SA-A301NEW BUILDING ADDITIONEXISTING S.A.A. OFFICES AND BAGGAGE CLAIM 3PSRB2-15EXPANDED SCREENING AREAB2-14CONFERENCE ROOMFP2-03CORRIDORFP2-01EXPANDED SCREENING AREAB2-14BAGGAGE CLAIM 3FP1-03PASSENGER WAITING AREAB2-13SCREENING EXPANSION 1ST FLOORFP1-01EGRESS CORRIDORB2-19B2-199' - 0"NEW STOREFRONT GLAZINGNEW GLAZING - REFER TO SHEET 1-SA-A603 9' - 6"9' - 0"11' - 0"6' - 0"6' - 0"6' - 0"9' - 0"8' - 0"BRACE STOREFRONT GLAZING SOFFIT TO STRUCTURE ABOVE - TYP NEW EMERGENCY EGRESS STAIRS BEYONDRoomFP2-17CORRIDORFP2-0111-SA-A301PREFINISHED METAL SIDINGEXISTING SAA EXIT DOOR - PAINT DOOR AND FRAMENEW WALL OPENINGEXISTING BAGGAGE CLAIM 2EXISTING BAGGAGE CLAIM 1EXISTING BAGGAGE CLAIM 3NEW SCREENING EXPANSION ROOFSAA OFFICES EXISTING ROOFSUSPENDED CEILING SYSTEMEXISTING ROOF 1-SA-A302111-SA-A303INFILL EXISTING WALL OPENING WITH MASONRYPATCH AND PAINT TO MATCH EXISTING ADJACENT FINISH AND COLOR NEW AIR INTAKE LOUVERPAINT EXPOSED STRUCTURE AND PROTECT WITH BIRD NETTING - TYP11' - 0"8' - 0"EXPANDED SCREENING AREAB2-14SCREENING EXPANSION 1ST FLOORFP1-01OPPS DIRECTOR OFFICEB2-11A4' - 6"10' - 0"4' - 0"3' - 0"REMOVE WINDOW.INFILL WITH METAL STUD WALL AND METAL SIDINGNEW BUILDING ADDITIONALIGNEXISTING GLAZING9' - 0"EXISTING BUILDINGBRACE STOREFRONT GLAZING SOFFIT TO STRUCTURE ABOVE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/8" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/5/2017 10:19:58 AM1-SA-A301PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABUILDING SECTIONS - SCREENING AREA07-14-2017S12014 1/8" = 1'-0"1NORTH SOUTH BUILDING SECTION AT SCREENING EXPANSIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/8" = 1'-0"2EAST WEST BUILDING SECTION AT SCREENING AREAREVISIONS# DATEDESCRIPTIONBY129CONFORMED SET
B511-SA-A301NEW STEEL JOISTS;REFER TO STRUCTURALNEW 2 1/2" METAL STUDSATTACHED TO BEAM; REFER TOSTRUCTURAL FOR ATTACHMENTMBCI WALL PANELSOVER BUILDING WRAPOVER EXT. GRADE SHEATHINGOVER METAL STUDS @ 16" O.C.2'x2' LAY-IN TILE CEILING A ND GRID SYSTEM; REFER TO REFLECTED CEILING PLAN.NEW EXIT SIGNNEW DOOR AND FRAME;REFER TO DOOR SCHEDULE+ 12'-8"T/STEEL+ 13'-6"2nd FLOOR0'-0"FINISH FLOOR+ 29'-6"T/STEEL BEAM3' - 5 1/2"NEW 42" HIGH ALUMINUM GUARDRAILNEW 6" CONCRETE SLAB;REFER TO STRUCTURALNEW 10 MIL VAPOR BARRIER OVERTERMITE TREATED COMPACTED FILLFLOOR FINISH AS SCHEDULEDR-13 BATT INSULATION+ 30'-0"B/DECKEXPANDED SCREENING AREAB2-14SCREENING EXPANSION 1ST FLOORFP1-011-SA-A30241-SA-A3023PAINT ALL EXPOSED STRUCTURE AND INSTALL BIRD NETTING UNDER ENTIRE EXPOSED FLOOR - TYPNEW KAWNEER TRI FAB 451 GLAZING OR ARCHITECT APPROVED EQUAL9' - 0"BRACE SOFFIT TO STRUCTURE ABOVE @ 48" O.C.NEW 6" WIDE METAL STUD SOFFIT -EXTEND DRYWALL TO 6" ABOVE CEILING FINISHB5FLOOR FINISH AS SCHEDULED OVERNEW CONCRETE FLOOR OVERSTEEL DECKALUMINUM THRESHOLDHOLLOW METAL DOOR AND FRAME;REFER TO SCHEDULENEW STEEL BEAM; REFERTO STRUCTURALNEW STEEL JOIST; REFER TOSTRUCTURALMBCI WALL PANELS OVER BUILDING WRAP OVER EXT. GRADE SHEATHINGOVER METAL STUDS @ 16" O.C.WRAP JOIST WITH METAL PANELSMETAL STUDS ATTACHED TO JOIST WITH CLIPSNEW METAL STAIR SYSTEMCONTINUOUS METAL DRIP EDGEB511-SA-A301SCREENING EXPANSION 1ST FLOORFP1-01PAINT ALL EXPOSED STRUCTURE AND INSTALL BIRD NETTING - TYPFLOOR FINISH AS SCHEDULED OVERNEW CONCRETE SLAB OVER 10 MIL VAPOR BARRIER OVER TERMITE TREATED FILLNEW KAWNEER IR501T GLAZING OR ARCHITECT APPROVED EQUAL2'x2' LAY-IN PANEL CEILING AND GRID SYSTEM;REFER TO REFLECTED CEILING PLANMBCI WALL PANELS OVER BUILDING WRAPOVER EXT. GRADE SHEATHING OVER METAL STUDS - REFER TO STRUCTURAL FOR STUD SPACING AND GAUGEFLOOR FINISH AS SCHEDULED OVER NEWCONCRETE SLAB ON METAL DECKR-13 BATT INSULATION2 1/2" STUDS ATTACHED TO BEAMNEW KAWNEER TRI FAB 451 GLAZING OR ARCHITECT APPROVED EQUALFINISH FLOOR0'-0"T/STEEL12'-8"B/WINDOW FRAME+ 19'-6"T/WINDOW FRAME+ 23'-6"T/STEEL+ 29'-6"B/DECK+ 30'-0"2nd FLOOR+ 13'-6"1-SA-A30235/8" GYPSUM WALL BOARD1-SA-A60311-SA-A6033.04 ALUMINUM BREAK METAL SILL FLASHINGSTANDING SEAM METAL ROOFING BY(MBCI MODEL ULTRA DEK) OVERCONTINUOUS PEEL AND STICKMEMBRANE OVER 5/8" COVER BOARDOVER RIGID INSULATION R-20 OVERMETAL DECKTRI-BEAD TAPE SEALERLOW RAKE SUPPORT ANGLE12-24 X 1 1/2 PAN HEAD TEK 4.5 SELF DRILLER @ 12" O.C.PEEL AND STICK MEMBRANECONTINUOUS SCULPTURED PREFINISHED METAL RAKE TRIMRAKE SLIDE TRIMOUTSIDE CLOSURE1/4-14 X 7/8 LONG-LIFE LAPTEK W/WASHER @ 12" O.C.2 X 4 X 16 GAUGE ANGLE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/6/2017 12:55:46 PM1-SA-A302PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTIONS AND DETAILS - SCREENING AREA07-14-2017S12014 3/4" = 1'-0"1SECTION AT SCREENING AREA EXPANSION 1 1/2" = 1'-0"4ENLARGED DETAIL 3/4" = 1'-0"2SECTION AT SCREENING AREA EXPANSION 2 1 1/2" = 1'-0"3RAKE DETAILREVISIONS# DATEDESCRIPTIONBY130CONFORMED SET
1-SA-A3032STANDING SEAM METAL ROOFOVER PEEL AND STICK MEMBRANE OVERCOVER BOARD OVER RIGID INSULATION ON METAL DECKEXPANDED SCREENING AREAB2-14SCREENING EXPANSION 1ST FLOORFP1-01CONFERENCE ROOMFP2-03BAGGAGE CLAIM 3FP1-035/8" GYPSUM BOARD OVERMETAL STUDS AT 16" O.C.SCHEDULED FLOOR FINISHOVER CONCRETE FLOOR OVER METAL DECK1-SA-A3033EXISTING METAL BUILDING LAY-IN CEILING TILEAND GRID SYSTEMSTEEL JOISTS;REFER TO STRUCTURALINFILL EXISTING WINDOW GLAZING WITH NEW METAL WALL PANELS OVER 6" STUD FRAMING 6"SOFFIT DEPTH3' - 0"8' - 0"3' - 0"T/JOIST+ 13'-1"3 1/2" FIBERGLASS BATT DENSGLASS SHEATHINGDRYWALL FINISHPAINTEDREMOVE EXISTING WINDOW AND SILL IN SECOND FLOOR CONFERENCE ROOM AND OFFICECONTINUOUS ALUMINUMCOPING CAPP.T. WOOD BLOCKINGCOUNTER FLASHING WITHREGLET AND 'Z' CLOSUREFLASHING FASTENERALUMINUM FLASHINGSILICONE SEALANTSTANDING SEAM ROOFUNDERLAYMENTSTANDING SEAM METAL CLIPVAPOR BARRIER OVERPLYWOOD SHEATHINGOVER RIGID SHEATHINGMETAL DECKSTEEL JOISTSMETAL BUILDING PANELOVER TYVEKOVER EXTERIOR SHEATHINGON METAL STUDS @ 16" O.C.EXISTING WALL WITH METAL STUD INFILLEXISTING ROOFEXISTING GUTTERNEW PARAPET FLASHING -REFER TO DETAIL 3 ON THIS PAGENEW "MBCI" METAL PANEL OR APPROVED EQUAL - MATCH ADJACENT STYLE AND COLORMETAL BUILDING PANELOVER TYVEK WEATHER BARRIEROVER PLYWOOD SHEATHINGON METAL STUDS @ 16" O.C.CONTINUOUS METAL ENDCAP FLASHINGCONTINUOUS METAL DECKNEW 60 MIL TPO MEMBRANE OVER COVER BOARD OVER R-20 RIGID INSULATIONNEW ROOF TRUSS - REFER TO STRUCTURALEXISTING PURLINCONTINUOUS TERMINATION BARWELDED SPLICECONTINUOUS BLOCKING FOR TERMINATION BAR ATTACHMENTSTEEL L'S PITCHED 1/4" / 1'-0"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 2:00:58 PM1-SA-A303PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTION AND DETAILS - SCREENING AREA07-14-2017S12014 3/4" = 1'-0"1SECTION AT SCREENING AND EXISTING 1 1/2" = 1'-0"2PARAPET DETAIL 1 1/2" = 1'-0"3SECTION AT SCREENING PARAPET AND EXISTING EAVEORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET131
29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8"8'-1"7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs 102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXITBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXITBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXITTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSFRONTETDBLSAVSAVSFRONTETDBLSFRO
N
TETDBLSAVSFRONTETDBLSAVSAVSAVSFRONTETDBLS 23'-9"3'LADA GATEWTMDCEIA12ETDETDETDETDLL43L43L3L323'-9"3'LADA GATEWTMDCEIA123'-9"3'LADA GATEWTMDCEIA123'-9"3'LADA GATEWTMDCEIA1SECURITY CHECKPOINT SCREENINGB2-12EXPANDED SCREENING AREAB2-14SECURITY CHECKPOINT SCREENINGB2-12RECEPTIONB2-10OPPS MANAGER OFFICEB2-11CORRIDORB2-18EXISTING MECHANICAL ROOMB2-01PASSENGER WAITING AREAB2-13CONFERENCE ROOMFP2-03OFFICEFP2-02CORRIDORFP2-01OFFICEFP2-04BAGGAGE CLAIM ROOFB2-17PSRB2-15BADGE READER ON EXITREMOVE WINDOWS AND SILLS.INFILL WITH METAL STUD FRAMING THAT EXTENDS TO NEAREST ADJACENT GIRDER. INSTALL INSULATION, DRYWALL, SHEATHING, AND PREFINISHED SIDING ON EXPOSED EXTERIOR3' - 7 3/4"2' - 11 1/4"3' - 3"3' - 3"2' - 4 1/4"1' - 7 3/4"7' - 11 1/2"4' - 8"5' - 7"TEMPORARY WALL55555333333OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11B2B2B2B2BAREA TO REMAIN SECURE DURING CONSTRUCTIONNEW BENCHES NEW BENCHES NEW BENCHES MODIFIED EXISTING CANOPY BELOWNEW ROOF ACCESS LADDER SEE SHEET 2-OB-A205153' - 5"42' - 2"12' - 0"45' - 0"12' - 0"42' - 3"37' - 4"123' - 7"46' - 11"22' - 9"3' - 0"8' - 1"6' - 10"5' - 8"36' - 5"8' - 1"51' - 11"4' - 6"16' - 0"13' - 4"16' - 2"SINGLE STEPPLENUM500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/8" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/5/2017 10:39:19 AM1-SA-A401PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLAN - SCREENING AREA07-14-2017S12014 1/8" = 1'-0"1ENLARGED FLOOR PLAN - SCREENING AREANNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY132CONFORMED SET
OPPS MANAGER OFFICEB2-11RECEPTIONB2-10SAA ITB2-09SECURITY OFFICEB2-08TSA IT CABINETB2-07WOMENS ROOMB2-04MENS ROOMB2-05JANITORB2-06PASSENGER WAITING AREAB2-13CORRIDORB2-031-SA-A711131-SA-A71157245a99945e45e45' - 4"7' - 0"6' - 10"5' - 4"11' - 8"7' - 0 1/2"12' - 7 1/2"5"10' - 0"5"10' - 0"5"6' - 5"5"29' - 7"5"19' - 0"5"14' - 0"5"6' - 0"5"33' - 5"5' - 5"13' - 7 1/2"5' - 5"2' - 6"5' - 0 1/2"6' - 1"6' - 8"4' - 0"13' - 5 1/2"4' - 6"8' - 11 1/2"5' - 3"6' - 7"33333332333B33333335"17' - 1"5"15' - 6"19' - 0 1/2"4 1/2"1' - 6 1/2"1211a11a8c8a142211c3' - 6 1/2"2468B2-068' - 0"(4 EQUAL STALLS)12' - 5"3' - 1"1733' - 6"3' - 6"8a8a8a8a6' - 2"7' - 11 1/2"5e7c5e447a445e7a5b11c103a5e5e182323232323232312' - 1"4 1/4"1' - 2"LOST AND FOUNDB2-11BOPPS DIRECTOR OFFICEB2-11A5"22' - 0"5"10' - 2"5"2' - 1"3B#136" GRAB BAR242" GRAB BAR3BABY CHANGING TABLEa. SOLID SURFACE BABY CHANGING TABLE WITH INTEGRAL 4" FRONT EDGEb. STAINLESS STEEL RECESSED BABY CHANGING STATIONc. SURFACE MOUNTED ADA CHANGING STATION4WALL/ FLOOR MOUNTED TOILET - FLUSH VALVE ON OPEN SIDE OF SPACE IN ALL ADA STALLS - REFER TO PLUMBING5TOILET PAPER DISPENSERa. RECESS MOUNTED JUMBO TISSUE DISPENSERb. RECESS MOUNTED JUMBO TISSUE DISPENSER WITH SANITARY NAPKIN DISPOSALc. NOT USEDd. NOT USEDe. PARTITION/WALL MOUNTED JUMBO DISPENSER7SANITARY NAPKIN DISPOSALa. SHARED PARTITION MOUNTEDb. PARTITION SURFACE MOUNTEDc. RECESSED8MIRRORa. 24" X 36" WALL MOUNTEDb. 24" X 48" WALL MOUNTEDc. 18" X 36" WALL MOUNTED9WALL MOUNTED URINAL10SOLID SURFACE COUNTER WITH 1 1/2" INTEGRAL FRONT EDGE. COUNTER MOUNTED AT 5'-0" AFF.11SINKS - REFER TO PLUMBING & ELECTRICAL DRAWINGSa. ADA SINGLE SOLID SURFACE TROUGH SINK WITH TOUCHLESS HANDWASHING CONTROLb. CONTINUOUS SOLID SURFACE TROUGH SINK AND 2 TOUCHLESS WASH BAR. c. CONTINUOUS SOLID SURFACE TROUGH SINK AND 3 TOUCHLESS WASH BAR. d. STANDARD ADA COMPLIANT WALL MOUNTED SINK WITH ADA FAUCET CONTROLSe. ADA COMPLIANT DROP IN SINK AND FAUCETRESTROOM LEGEND12ADA WALL MOUNTED SOAP DISPENSER13ADA WALL MOUNTED DRYERADA COMPLIANT SHOWER SEAT14SHOWER CURTAIN AND ROD15PLASTIC LAMINATE TALL CABINET1617MOP SINK WITH WALL MOUNTED MOP CLIPS18HI / LOW ADA DRINKING FOUNTAINS19WALL MOUNTED COAT HOOKS20ADA RESTROOM WALL SIGNAGE21WALL TILE - REFER TO SHEET G106 FOR FINISHa. FIELD TILEb. ACCENT TILEc. BULLNOSE TILEd. COVE BASE TILE 1. REFER TO SHEET G111 FOR ADA SPECIFICATIONS.2. ALL FIELD WALL TILE GROUT LINES TO ALIGN WITH FLOOR GROUT LINES. 3. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.GENERAL NOTES22TOILET PARTITION23PARTITION MOUNTED COAT HOOKXX24NAPKIN/TAMPON VENDOR6PLASTIC LAMINATE COUNTER WITH 4" BACKSPLASH ON 3 SIDES. COLOR TBD.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 11:15:29 AM1-SA-A402PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED RESTROOM PLAN - SCREENING AREA07-14-2017S12014 1/4" = 1'-0"1ENLARGED PLAN - SCREENING AREANNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBYCONFORMED SET133
41-SA-A40310' - 2"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 5 1/2"55' - 5 1/2"3' - 1"1' - 5 1/2"6' - 2 1/2"1' - 5 1/2"3' - 1"15' - 3 1/2"1-SA-A40331-SA-A40321-SA-A4035METAL STUD FRAMED WALL WITH MARLITE PANELSAUTOMATIC DOUBLE STOREFRONT DOORAUTOMATIC DOUBLE STOREFRONT DOOR MARLITE PANEL WRAPPED COLUMN -TYPICAL MARLITE PANEL WRAPPED COLUMN -TYPICAL3B3B3B3B3B3B553SECURITY EXITB2-02CORRIDORB2-18PASSENGER WAITING AREAB2-13PASSENGER WAITING AREAB2-136' - 2 1/2"LEVEL 213' - 6"3' - 0"3' - 0"1' - 0"2' - 0"41-SA-A40310' - 0"1' - 4"3' - 8 1/2"3' - 8 1/2"1' - 5"3' - 0"3' - 0"3' - 0"19' - 11"1' - 9 1/4"8' - 3 3/4"5' - 0"5' - 0"5' - 0"5' - 0"5' - 5 1/2"GRAPHICS PROVIDED BY OWNERMARLITE PANEL SYSTEM OVER GYPSUM WALL BOARD OVER METAL STUDSKAWNEER TRIFAB 451 STOREFRONT OR APPROVED EQUAL3' - 0"3' - 0"3' - 0"1' - 0"10' - 0"71-SA-A403LEVEL 213' - 6"2' - 0"10 3/4"3' - 1 1/4"3' - 0"1' - 0"41-SA-A4031' - 4"3' - 8 1/2"3' - 8 1/2"1' - 5"1' - 0"1' - 10 3/4"7' - 1 1/4"1' - 0"3' - 0"3' - 0"3' - 0"4' - 8 1/8"5' - 0"5' - 0"5' - 5 7/8"5"4' - 1 1/8"5' - 0"5' - 0"5' - 0"5' - 0"4' - 1 3/4"6' - 3 3/4"GRAPHICS PROVIDED BY OWNERMARLITE PANEL SYSTEM OVER GYPSUM WALL BOARD OVER METAL STUDSKAWNEER 350 AUTOMATIC DOORKAWNEER TRIFAB 451 STOREFRONT OR APPROVED EQUAL10' - 0"71-SA-A4032' - 0"1' - 0"3' - 0"3' - 0"3' - 1"1' - 6 3/4"6' - 0"1' - 6 3/4"3' - 1"MARLITE WOOD PANEL SYSTEMKAWNEER 350 DOOR WITH AUTOMATIC DOOR OPENERKAWNEER TRI FAB 451 WITH TEMPERED GLAZINGGYPSUM WALL BOARD SOFFIT PAINTED1-SA-A4036LEVEL 213' - 6"OPENMARLITE PANEL SYSTEM OVER GYPSUM WALL BOARD OVER METAL STUDSBAGGAGE CLAIMNO RE-ENTRYSECURITY EXITB2-02PASSENGER WAITING AREAB2-136" 20 GAUGE METAL STUDS AT 24" O.C.CONTINUOUS RUNNERS -TOP AND BOTTOM3 5/8" CONTINUOUS RUNNERSUSPENDED 5/8" GYPSUM WALL BOARD -PAINTEDCEILING HEIGHT10' - 0"CEILING HEIGHT10' - 0"MARLITE PANEL SYSTEMMARLITE PANEL SYSTEM REVEAL5/8" GYPSUM WALL BOARD PAINTEDCEILING PANEL SYSTEMGRAPHICS INSERT -REFER TO SPECIFICATIONSKAWNEER TRI FAB 451 INTERIOR STOREFRONT SYSTEMWALL HEIGHT9' - 0"ANGLED WALL SUPPORTS AT 48" O.C. -ALTERNATE STUD ANGLE EVERY OTHER STUD -FASTEN TO DECK ABOVE6"7 1/2"4 1/2"INTERIOR ALUMINUM WINDOW SYSTEM WITH KAWNEER TRIFAB 451 WINDOW SYSTEM AS DESIGN BASISFLOOR FINISHCONCRETE SLAB3/8"2"INTERIOR ALUMINUM WINDOW SYSTEM WITH KAWNEER TRIFAB 451 WINDOW SYSTEM AS DESIGN BASIS2"1/4" CLEAR GLASSTYPICAL STOREFRONT INTERMEDIATE FRAMINGTYPICAL STOREFRONT INTERMEDIATE FRAMINGSTAINLESS STEEL STANDOFF CLIP WITH REMOVEABLE FRONT PLATE. ATTACH TO STOREFRONT SYSTEM3/16" POLYCARB PANEL WITH APPLIED GRAPHIC ART9' - 0"3' - 0"3' - 0"3' - 0"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 10:37:40 AM1-SA-A403PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN AND INTERIOR ELEVATIONS -SECURITY EXIT - SCREENING AREA07-14-2017S12014 1/4" = 1'-0"1FLOOR PLAN - SCREENING AREA - 2ND FLOOR SECURITY EXIT 1/4" = 1'-0"3ELEVATION AT SECURITY EXIT 1/4" = 1'-0"2ELEVATION AT SECURITY EXIT 1/2" = 1'-0"4SECTION @ SECURITY EXIT CORRIDOR 1/2" = 1'-0"5ELEVATION AT SECURITY ENTRANCENNORTHCLCLCLCLCLCLCLCLCLCL 1 1/2" = 1'-0"6SECTION DETAIL - STOREFRONT SOFFIT 3" = 1'-0"7SECTION @ SECURITY EXIT GLASSREVISIONS# DATEDESCRIPTIONBYCONFORMED SET134
NEW DOOR OPENING FOR ROOF ACCESSNEW 12 GA. METAL STUD DOOR HEADNEW STEEL CHANNEL FOR DOOR SILL VERIFY HEIGHT FROM ROOF SIDE - WELD TO EXISTING COLUMNS ON BOTH SIDES OF OPENING -PAINTEDEXISTING CONCRETE SLABEXISTING WALL GIRTNEW PREFINISHED .032 ALUMINUM WALL FLASHINGNEW 60MIL. TPO ROOF MEMBRANE OVER EXISTING ROOF STRUCTUREEXISTING WOOD BLOCKING TO BE REPLACED WHEN NEW ROOF IS ATTACHED1' - 9"(5) TREADS AT 10"4' - 3"(6) RISERS AT 8 1/4" V.I.F.3' - 11 1/2"EXISTING MECHANICAL ROOMB2-01NEW HANDRAILNEW PRE-FABRICATED ALUMINUM STAIRSEXISTING METAL WALL PANELGYPSUM WALL BOARD -PAINTEDRELOCATE ALL EXISTING CONDUIT, ELECTRICAL WIRING AND DUCT WORK IN NEW DOOR OPENING AREA.ASSUMED WALL THICKNESS. V.I.F. NO AS-BUILTS OF WALL CONSTRUCTION1-SA-A60271-SA-A60211ALUMINUM GRATE TREADSALUMINUM THRESHOLD SET IN SEALANTPREFINISHED STEEL EDGE FLASHINGNEW DOOR OPENING CONSIST OF STEEL CHANNELS ON BOTH JAMBS EXTENDING FROM EXISTING GRIT TO EXISTING GIRT. SILL WILL BE MADE OF NEW STEEL CHANNEL EXTENDING FROM EXISTING COLUMN TO EXISTING COLUMN AND DOOR HEAD WILL BE 12 GA METAL STUDS EXTENDING FROM CHANNEL TO CHANNEL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1 1/2" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/4/2017 3:29:21 PM1-SA-A501PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADETAILS - SCREENING AREA07-14-2017S12014 1 1/2" = 1'-0"1SECTION AT NEW DOOR OPENINGORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY135CONFORMED SET
29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8" 8'-1" 7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs 102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs 102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXITTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSFRONTETDBLS
AVSAVSFRONTETDBLS
FRONTETDBLSAVSFRONTETDBLSAVSAVSAVSFRONTETDBLS 23'-9"3'LADA GATEWTMDCEIA12ETDETDETDETD
LL43L43L3L323'-9"3'LADA GATEWTMDCEIA1 23'-9"3'LADA GATEWTMDCEIA123'-9"3'LADA GATEWTMDCEIA1B2-03AB2-08B2-09B2-10B2-03B2-15B2-01B2-12EXISTING MECHANICAL ROOMB2-01EXISTING TICKETINGB1-10SECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08WOMENS ROOMB2-04MENS ROOMB2-05RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PSRB2-15PASSENGER WAITING AREAB2-13ELEVATOR 3B1-48ELEVATOR 4B1-49EXPANDED SCREENING AREAB2-14PENTHOUSEB2-16BAGGAGE CLAIM ROOFB2-17CORRIDORB2-18CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-03OFFICEFP2-04OFFICEFP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-07OFFICEFP2-09RECEPTIONFP2-10RESTROOMFP2-12ELECTRICALFP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTROOMFP2-16RoomFP2-17OFFICEFP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-22ELEVATORFP2-23STAIRSFP1-04TSA IT CABINETB2-07SAA ITB2-09JANITORB2-06CORRIDORB2-03B2-02Generic - 6"Generic - 6"Generic - 6"Generic - 6"Generic - 6"B2-02AGeneric - 6"Generic - 6"B2-06Generic - 6"LOST AND FOUNDB2-11BOPPS DIRECTOR OFFICEB2-11AB2-11B2-11AGeneric - 6"B2-11BB2-19AB2-19WALL TYPE LEGENDNEW WALLEXISTING WALLDOOR TAG - REFER TO SCHEDULE#NEW MASONRY WALL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 2:02:53 PM1-SA-A601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR SCHEDULE KEY PLAN - SCREENING AREA07-14-2017S12014 1/16" = 1'-0"1KEYPLAN - SCREENING AREAORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHREVISIONS# DATE DESCRIPTION BYCONFORMED SET136
ROLL UP DOOR14 GA. DOUBLE METAL STUD JAMBSTAINLESS STEEL METAL TRIM5/8" GWB - PAINTED5/8" GWB - PAINTEDMETAL STUD WALLCONTINUOUS SEALANTHEADPLATE BEYONDPUBLIC SIDESECURITY SIDE5/8" GYPSUM WALL BOARD - PAINTED -PATCH TO MATCH EXISTINGPUBLIC SIDESECURITY SIDEMETAL STUD WALL FLAME BAFFLEPROTECTIVE STEEL HOODSTAINLESS STEEL TRIM PIECE12GA. METAL STUD WALL HEADERCONTINUOUS SEALANTBATT INSULATION5/8" GYPSUM WALL BOARD - PAINTED -PATCH TO MATCH EXISTING5/8" GYPSUM BOARD BOTH SIDES3 5/8" METAL STUDS PER WALL TYPESOLID CORE WOOD DOOR BATT INSULATION REFERTO WALL TYPESHOLLOW METAL FRAME7'-0" A.F.F.5/8" GYPSUMBOARD BOTHSIDESDOUBLE 3 5/8"METAL STUDS PER WALL TYPEHOLLOW METALFRAMESOLID CORE WOOD DOOR BATT INSULATION REFERTO WALL TYPES7' - 0"2"MATCH EXISTING HEIGHTCARD READER7' - 2"2"3' - 0"2"3' - 4"SINGLE FLUSH WOOD DOORROLLING SECURITY DOOR15' - 0"10' - 0"1 LAYER 1/2" AND 1 LAYER 3/8" CLEAR POLYCARB GLAZING EACH SIDE OF GRAPHIC IMAGESTOREFRONT FRAME AT TRANSOM ALUMINUM DOORALUMINUM STOREFRONT MULLION1 LAYER 1/2" AND 1 LAYER 3/8" CLEAR POLYCARB WITH GRAPHIC IMAGE BETWEEN.ALUMINUM DOORSEALANT, BOTH SIDESMETAL SIDING ON HAT CHANNELS7'-0" A.F.F.EXTERIOR SHEATHINGPREFINISHED STEEL EDGE FLASHINGSEALANT, BOTH SIDESBATT INSULATION. REFER TO WALL TYPE5/8" GYPSUM BOARDMETAL SIDING ON HAT CHANNELSHOLLOW METAL FRAME & DOOR6" METAL STUDS PER WALL TYPEEXTERIOR SHEATHINGDOORHOLLOW METAL DOORFRAMEMETAL THRESHOLD SET IN FULLBED OF MASTICMETAL SIDING BEYONDADD SIGN TO FRONT FACE OF ALL DOORS THAT ENTER INTO SECURE AREAHEIGHT = 18"WIDTH = 18"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/4/2017 11:37:34 AM1-SA-A602PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR SCHEDULE, DOOR ELEVATIONS ANDDETAILS - SCREENING AREA07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDDOOR SCHEDULE - SCREENING AREASAA #CARDREADERDoor #Room NameDoor SizeDoorLabelDetailsFrameHardwareSetCommentsWidth Height Thickness Door Material Door FinishHead Jamb ThresholdMaterialFinishNO B2-01 EXISTING MECHANICALROOM3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT7/1-SA-A602 8/1-SA-A602 11/1A-SA-A602 HOLLOW METALPAINT2NO B2-02 SECURITY EXIT6' - 0" 7' - 0" 1 3/4" ALUMINUM/POLYCARB ALUM4/1-SA-A602 5/1-SA-A602ALUMINUM21NO B2-02A SECURITY EXIT6' - 0" 7' - 0" 1 3/4" ALUMINUM/POLYCARB ALUM4/1-SA-A602 5/1-SA-A602ALUMINUM21YES B2-03 CORRIDOR3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-SA-A602 3/1-SA-A602HOLLOW METALPAINT 12YES B2-03A CORRIDOR3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-SA-A602 3/1-SA-A602HOLLOW METALPAINT 12NO B2-06 JANITOR3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-SA-A602 3/1-SA-A602HOLLOW METALPAINT6YES B2-08 SECURITY OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-SA-A602 3/1-SA-A602HOLLOW METALPAINT 23YES B2-09 SAA IT3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-SA-A602 3/1-SA-A602HOLLOW METALPAINT 12NO B2-10 TERMINAL OPPERATIONS 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-SA-A602 3/1-SA-A602HOLLOW METALPAINT 23NO B2-11 TERMINAL OPPERATIONS 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-SA-A602 3/1-SA-A602HOLLOW METALPAINT 23NO B2-11A TERMINAL OPPERATIONS 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-SA-A602 3/1-SA-A602HOLLOW METALPAINT 23NO B2-11B TERMINAL OPPERATIONS 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-SA-A602 3/1-SA-A602HOLLOW METALPAINT 23NO B2-12 SECURITY CHECKPOINTSCREENING15' - 0" 10' - 0" 1 3/4" STEELPREFINISHED9/1-SA-A602 10/1-SA-A602STEELPREFINISHED 1NO B2-15 PSR3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-SA-A602 3/1-SA-A602HOLLOW METALPAINT 24YES B2-19 EGRESS CORRIDOR 3' - 0" 7' - 0" 1 3/4" HOLLOWE METALPAINT7/1-SA-A602 8/1-SA-A602 11/1A-SA-A602 HOLLOW METALPAINT 18NO B2-19A EGRESS CORRIDOR 3' - 0" 7' - 0" 1 3/4" ALUMINUM/GLASSALUM4/1-SA-A602 5/1-SA-A602ALUMINUM1 3" = 1'-0"10SECURITY BELT ROLL UP DOOR JAMB 3" = 1'-0"9SECURITY ROLL UP DOOR HEAD 3" = 1'-0"2INTERIOR DOOR HEAD 3" = 1'-0"3INTERIOR DOOR JAMB 1/2" = 1'-0"1DOOR ELEVATIONS 3" = 1'-0"4STOREFRONT TRANSOM 3" = 1'-0"5STOREFRONT MULLION/DOOR 3" = 1'-0"7DOOR HEAD DETAIL 3" = 1'-0"8EXTERIOR H/M DOOR JAMB 3" = 1'-0"11THRESHOLD @ DOOR TO ROOFGENERAL NOTE: IF DOOR DOES NOT HAVE A CARD READER THEN IT WILL REQUIRE A LOCK AND KEY. KEYING WILL REQUIRE COORDINATION WITH S.A.A.REVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44137CONFORMED SET
PSRB2-15EXPANDED SCREENING AREAB2-14OFFICEFP2-0233314' - 0"18' - 7"14' - 0"5' - 7 3/4"14' - 0"9' - 0 3/4"14' - 0"3' - 6"3' - 6"3' - 6"3' - 6"4' - 0"WINDOW TYPE 3KAWNEER IR501T OR ARCHITECT APPROVED EQUAL WITH HIGH IMPACT GLAZINGHOLLOW METAL FRAME BY KAWNEER MODEL IR501T OR ARCHITECT APPROVED EQUALSEALANT - BOTH SIDES3/8" SHIM4"5/8" GYPSUM WALL BOARD - PAINTEDCORNER J-BEADDOUBLE STUD HEADERINSULATED WINDOW GLAZING6" METAL STUDSR-13 BATT INSULATION5/8 EXTERIOR DENSGLASS SHEATHINGNEW PREFINISHED METAL PANEL SIDINGCONTINUOUS METAL PANEL CLOSUREPRE-FINISHED METAL PANEL DRIP EDGE FLASHINGCONTINUOUS HAT CHANNELSHOLLOW METAL FRAME OR SIMILARSEALANT - BOTH SIDES3/8" SHIM4"5/8" GYPSUM WALL BOARD - PAINTEDCORNER J-BEADDOUBLE STUD HEADERINSULATED WINDOW GLAZING6" METAL STUDSR-13 BATT INSULATION5/8 EXTERIOR GRADE SHEATHINGNEW METAL PANEL SIDINGCONTINUOUS METAL PANEL CLOSUREPRE-FINISHED METAL PANEL EDGE FLASHINGCONTINUOUS HAT CHANNELSMETAL FRAMESILL TOP TRIM PIECE5/8" GYPSUM WALL BOARD - PAINTEDTHROUGH WALL ALUMINUM WALL CAPMETAL SUB STILL3/8" SHIMINSULATED WINDOW GLAZING6" METAL STUDSR-13 BATT INSULATION5/8 EXTERIOR DENSGLASS SHEATHINGNEW PREFINISHED METAL PANEL SIDINGCONTINUOUS METAL PANEL CLOSUREPRE-FINISHED METAL PANEL DRIP EDGE .04 BRAKE METAL SUB SILL FLASHINGCONTINUOUS HAT CHANNELS500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 2:03:29 PM1-SA-A603PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWINDOW SCHEDULE AND KEY PLAN - SCREENINGAREA07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/8" = 1'-0"5WINDOW SCHEDULE KEY PLAN - SCREENING AREANNORTH 3/4" = 1'-0"4WINDOW TYPES 3" = 1'-0"1WINDOW HEAD DETAIL 3" = 1'-0"2WINDOW JAMB DETAIL 3" = 1'-0"3WINDOW SILL DETAILREVISIONS# DATE DESCRIPTION BYCONFORMED SET138
29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8"8'-1"7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs 102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs 102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F1,800 lbs 102"High57 PSIFloor Load2" Clearance 5' or below6" Clearance 5' or aboveFRONTL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXIT TDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSFRONTETDBLS
AVSAVSFRON
TETDBLS
FRON
TETDBLSAVSFRONTETDBLSAVSAVSAVSFRONTETDBLS 23'-9"3'LADA GATEWTMDCEIA12ETDETDETDETDLL43L43L3L3
23'-9"3'LADA GATEWTMDCEIA1 23'-9"3'LADA GATEWTMDCEIA123'-9"3'LADA GATEWTMDCEIA1
UPSAA ITB2-09SECURITY OFFICEB2-08TSA IT CABINETB2-07CORRIDORB2-03WOMENS ROOMB2-04MENS ROOMB2-05OPPS MANAGER OFFICEB2-11RECEPTIONB2-10CORRIDORB2-18SECURITY EXITB2-02EXISTING MECHANICAL ROOMB2-01SECURITY CHECKPOINT SCREENINGB2-12CONFERENCE ROOMFP2-03OFFICEFP2-02CORRIDORFP2-01PSRB2-15EXPANDED SCREENING AREAB2-14PASSENGER WAITING AREAB2-13JANITORB2-06TILE START POINT, COORDINATE GROUT LINES WITH WALL TILE GROUT LINES3' - 0"10' - 3 3/4"3' - 0"152' - 7 3/8"R 4 0 ' - 5 3 /4"R 3 8 ' - 5 3 /4 "R 18' - 1 7/8"R 1 6 ' - 1 7 /8 "2' - 0"3' - 0"1' - 0"5' - 9 1/4"22' - 1 5/8"42' - 8 1/2"LOST AND FOUNDB2-11BOPPS DIRECTOR OFFICEB2-11ATZ1TZ2C1TZ1C1C1C1C1C1C1C1C1C1T1T13FINISH LEGENDCARPETCARPET ACCENTCARPET ACCENTVCTTILE FLOORINGTERRAZZO TILETERRAZZO TILE ACCENTTERRAZZO TILE ACCENTCHILDREN PLAY AREAFLOORINGSEALED CONCRETERECESSED WALK-OFF MATMILLWORKGENERAL NOTES1. REFER TO ELEVATIONS FOR LOCATION OF ADDITIONAL WALL SURFACE FINISH.2. REFER TO CEILING PLANS FOR CEILING FINISH LOCATION.3. REFER TO GENERAL SHEET G-106 FOR FINISHES.4. ALL FLOOR FINISHES EXTEND TO ADJACENT WALLFLOOR TILE INSTALLATION NOTES1. ALL CONCRETE FLOORS MUST BE TESTED FOR MOISTURE AND PH PRIOR TO INSTALLATION.2. REFER TO SPECIFICATIONS FOR MOISTURE AND PH LEVEL TOLERANCES.3. SUBSTRATE MUST BE FLAT WITHIN THE EQUIVALENT OF 1/8" IN 10'-0".4. SUBSTRATE MUST BE FREE OF ADHESIVE, SEALERS, PAINT, COATINGS, FINISHES, DIRT, FILM FORMING CURING COMPOUNDS, OR OTHER SUBSTANCES THAT MAY AFFECT THE ADHESION OF THE FLOORING.5. DO NOT INSTALL FLOOR TILE BEFORE ALL OTHER TRADES ARE FINISHED.6. ALL MATERIALS MUST BE ON SITE IN THE ROOM WHERE THEY WILL BE INSTALLED 48 HOURS BEFORE INSTALLATION. TILE MUST BE STORED BEHIND TEMPORARY CONSTRUCTION WALL.7. CLOSE SPACES TO TRAFFIC 12 HOURS BEFORE INSTALLATION AND 24 HOURS AFTER INSTALLATION IS COMPLETE.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/4/2017 11:42:30 AM1-SA-A701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN AND SCHEDULE - SCREENING AREA07-14-2017S12014 3/32" = 1'-0"1FINISH PLAN - SCREENING AREAORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHFINISH SCHEDULE - SCREENINGRM. NO. ROOM NAMEAreaFLOORBASEWALL FINISHESCEILINGNOTESNorth Finish East Finish South Finish West FinishB2-01 EXISTING MECHANICALROOM1399 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTINGB2-02 SECURITY EXIT536 SFCARPETNONE N/A N/A N/AN/ACEILING TILES 4 SIDES STOREFRONT APPLICATIONB2-03 CORRIDOR196 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESB2-04 WOMENS ROOM396 SFPORCELAIN TILETILE TILE TILETILE TILEPAINTB2-05 MENS ROOM398 SFPORCELAIN TILETILE TILETILE TILE TILEPAINTB2-06 JANITOR52 SFPORCELAIN TILETILE FRP/PAINT FRP/PAINT FRP/PAINT FRP/PAINT PAINTB2-07 TSA IT CABINET9 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESB2-08 SECURITY OFFICE 357 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESB2-09 SAA IT228 SFCARPETVINYL PAINTPAINT PAINT PAINT CEILING TILESB2-10 RECEPTION192 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESB2-11 OPPS MANAGER OFFICE 171 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESB2-11A OPPS DIRECTOR OFFICE 220 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESB2-11B LOST AND FOUND 61 SFVCTVINYL PAINT PAINT PAINT PAINT CEILING TILESB2-12 SECURITY CHECKPOINTSCREENING7692 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESB2-13 PASSENGER WAITINGAREA13319 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTINGB2-14 EXPANDED SCREENINGAREA4826 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESB2-15 PSR49 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESB2-20 IT29 SFVCTVINYL PAINT PAINT PAINT PAINTEXISTINGB2-21 TERMINAL B27545 SFCARPET/FRITZ TILEVINYL PAINT PAINT PAINT PAINT EXISTING CEILINGTILES &SOFFITS(PAINT)NOTE: ALL COLUMNS IN PUBLIC SPACE TO RECEIVE MARLITE SYSTEM AND PAINT. REFER TO DETAILS 6 AND 7 ON SHEET G116 UNLESS NOTED OTHERWISE. PROVIDE BOX EXTENSIONS FOR ALL ELECTRICAL AND COMMUNICATIONS OUTLETS AS NECESSARY, REFER TO MEP DRAWINGS.REVISIONS# DATEDESCRIPTIONBY3 08-25-2017 ADDENDUM 3139CONFORMED SET
UNKR 3' - 0"4' - 3 1/2"R 1' - 0"PASSENGER WAITING AREAB2-13CORRIDORB2-18CORRIDORB2-03SECURITY EXITB2-02C1TZ1TZ1TZ1TZ1TZ2TZ2TZ2TZ2TZ2TZ2TZ3TZ3R 13' - 11"R 1 3 ' - 0 1 /8 "R 3 3 ' - 8 1 /8 "R 30' - 6"R 34' - 1 1/2"R 52' - 1 1/4"1' - 1 1/2"3' - 2 1/4"7' - 7 3/4"1' - 0"1' - 1 1/2"18' - 9 3/4"EQ5' - 7 3/4"EQ1' - 0"3' - 0"2' - 0"R 15' - 1 1"
R 2 1 ' - 9 1 /8 "2' - 0"VIF6' - 8 1/4"9' - 3"9' - 3"7' - 0"C1C1126' - 0 1/2"40' - 11 3/4"R 1 9' - 2 "R 21' - 2"TZ3TZ1TZ2TZ24' - 10"9' - 3"9' - 3"4' - 10"6 3/4"6 1/4"EXPANSION JOINTFUTURE PHASE 2 TICKETING EXPANSIONFINISH LEGENDCARPETCARPET ACCENTCARPET ACCENTVCTTILE FLOORINGTERRAZZO TILETERRAZZO TILE ACCENTTERRAZZO TILE ACCENTCHILDREN PLAY AREAFLOORINGSEALED CONCRETERECESSED WALK-OFF MATMILLWORKGENERAL NOTES1. REFER TO ELEVATIONS FOR LOCATION OF ADDITIONAL WALL SURFACE FINISH.2. REFER TO CEILING PLANS FOR CEILING FINISH LOCATION.3. REFER TO GENERAL SHEET G-106 FOR FINISHES.4. ALL FLOOR FINISHES EXTEND TO ADJACENT WALLFLOOR TILE INSTALLATION NOTES1. ALL CONCRETE FLOORS MUST BE TESTED FOR MOISTURE AND PH PRIOR TO INSTALLATION.2. REFER TO SPECIFICATIONS FOR MOISTURE AND PH LEVEL TOLERANCES.3. SUBSTRATE MUST BE FLAT WITHIN THE EQUIVALENT OF 1/8" IN 10'-0".4. SUBSTRATE MUST BE FREE OF ADHESIVE, SEALERS, PAINT, COATINGS, FINISHES, DIRT, FILM FORMING CURING COMPOUNDS, OR OTHER SUBSTANCES THAT MAY AFFECT THE ADHESION OF THE FLOORING.5. DO NOT INSTALL FLOOR TILE BEFORE ALL OTHER TRADES ARE FINISHED.6. ALL MATERIALS MUST BE ON SITE IN THE ROOM WHERE THEY WILL BE INSTALLED 48 HOURS BEFORE INSTALLATION. TILE MUST BE STORED BEHIND TEMPORARY CONSTRUCTION WALL.7. CLOSE SPACES TO TRAFFIC 12 HOURS BEFORE INSTALLATION AND 24 HOURS AFTER INSTALLATION IS COMPLETE.5. PAINT ALL JOIST AND EXPOSED SURFACES ABOVE WITH DRY FALL PAINT500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/4/2017 11:48:55 AM1-SA-A702PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN - SCREENING AREA CONTINUED07-14-2017S12014 3/32" = 1'-0"1FINSH PLAN - SCREENING AREA CONTINUEDORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDTERMINAL BNNORTHNOTE: ALL COLUMNS IN PUBLIC SPACE TO RECEIVE MARLITE SYSTEM AND PAINT. REFER TO DETAILS 6 AND 7 ON SHEET G116 UNLESS NOTED OTHERWISE. PROVIDE BOX EXTENSIONS FOR ALL ELECTRICAL AND COMMUNICATIONS OUTLETS AS NECESSARY, REFER TO MEP DRAWINGS.REVISIONS# DATEDESCRIPTIONBY140CONFORMED SET
Table
Table
TableTableTableTableTable TZ1TZ2TZ3TZ3C19' - 3"9' - 3"EQEQ28' - 2 1/2"R 2 1 ' - 4 7 /8 "R 23' - 6 3/4"1' - 0 3/4"TZ2EXISTING VINYL FLOORINGC1C1C1C1ITB2-20NEW LOADING DOCK ELEVATORB1-16TERMINAL BB2-21FINISH LEGENDCARPETCARPET ACCENTCARPET ACCENTVCTTILE FLOORINGTERRAZZO TILETERRAZZO TILE ACCENTTERRAZZO TILE ACCENTCHILDREN PLAY AREAFLOORINGSEALED CONCRETERECESSED WALK-OFF MATMILLWORKGENERAL NOTES1. REFER TO ELEVATIONS FOR LOCATION OF ADDITIONAL WALL SURFACE FINISH.2. REFER TO CEILING PLANS FOR CEILING FINISH LOCATION.3. REFER TO GENERAL SHEET G-106 FOR FINISHES.4. ALL FLOOR FINISHES EXTEND TO ADJACENT WALLFLOOR TILE INSTALLATION NOTES1. ALL CONCRETE FLOORS MUST BE TESTED FOR MOISTURE AND PH PRIOR TO INSTALLATION.2. REFER TO SPECIFICATIONS FOR MOISTURE AND PH LEVEL TOLERANCES.3. SUBSTRATE MUST BE FLAT WITHIN THE EQUIVALENT OF 1/8" IN 10'-0".4. SUBSTRATE MUST BE FREE OF ADHESIVE, SEALERS, PAINT, COATINGS, FINISHES, DIRT, FILM FORMING CURING COMPOUNDS, OR OTHER SUBSTANCES THAT MAY AFFECT THE ADHESION OF THE FLOORING.5. DO NOT INSTALL FLOOR TILE BEFORE ALL OTHER TRADES ARE FINISHED.6. ALL MATERIALS MUST BE ON SITE IN THE ROOM WHERE THEY WILL BE INSTALLED 48 HOURS BEFORE INSTALLATION. TILE MUST BE STORED BEHIND TEMPORARY CONSTRUCTION WALL.7. CLOSE SPACES TO TRAFFIC 12 HOURS BEFORE INSTALLATION AND 24 HOURS AFTER INSTALLATION IS COMPLETE.5. PAINT ALL JOIST AND EXPOSED SURFACES ABOVE WITH DRY FALL PAINT500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 2:08:53 PM1-SA-A703PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN - TERMINAL B07-14-2017S12014 3/32" = 1'-0"1FLOOR FINISH PLAN - TERMINAL B 2ND FLOORORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDTERMINAL BNNORTHNOTE: ALL COLUMNS IN PUBLIC SPACE TO RECEIVE MARLITE SYSTEM AND PAINT. REFER TO DETAILS 6 AND 7 ON SHEET G116 UNLESS NOTED OTHERWISE. PROVIDE BOX EXTENSIONS FOR ALL ELECTRICAL AND COMMUNICATIONS OUTLETS AS NECESSARY, REFER TO MEP DRAWINGS.REVISIONS# DATEDESCRIPTIONBYCONFORMED SET141
11c8a8aWOMENS ROOMB2-04EQ1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"EQOPEN TO BEYOND21b21a21d1' - 1"2' - 0"1' - 5"133a2' - 10"3' - 4"2' - 10"21b11c8a8aMENS ROOMB2-059"7' - 0"9"5"1' - 2"3a1321a21b21dOPEN TO BEYOND1' - 8"2' - 0"11 3/8"2' - 0"2' - 0"3' - 4"1245a8c6b11a5e4994' - 6"3' - 0"1' - 0"2' - 0"1' - 11 1/8"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"11 3/8"5e6a22TYP.1021a21b21d1' - 7"2' - 10"3' - 3"1245b8c5e4WOMENS ROOMB2-0411a1' - 0"1' - 0"1' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 6"1' - 0"2' - 0"1' - 11 3/4"6b6a6a5e21b21a21d5e5e5e44447a7a6b6c11c8a47a5eWOMENS ROOMB2-0421a21d2' - 0"7"2' - 0"2' - 0"2' - 0"2' - 0"6a2' - 10"1' - 4"47a8a11cWOMENS ROOMB2-045e6a21a21d2' - 10"11c8a46a5e21a21d5 1/2"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"8"7"1' - 6"2' - 10"98a11c2' - 0"HALF WALL4' - 6"COUNTER TOP TO MATCH ADJACENT8"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"5 1/2"1' - 6"7"22#136" GRAB BAR242" GRAB BAR3BABY CHANGING TABLEa. SOLID SURFACE BABY CHANGING TABLE WITH INTEGRAL 4" FRONT EDGEb. STAINLESS STEEL RECESSED BABY CHANGING STATIONc. SURFACE MOUNTED ADA CHANGING STATION4WALL/ FLOOR MOUNTED TOILET - FLUSH VALVE ON OPEN SIDE OF SPACE IN ALL ADA STALLS - REFER TO PLUMBING5TOILET PAPER DISPENSERa. RECESS MOUNTED JUMBO TISSUE DISPENSERb. RECESS MOUNTED JUMBO TISSUE DISPENSER WITH SANITARY NAPKIN DISPOSALc. NOT USEDd. NOT USEDe. PARTITION/WALL MOUNTED JUMBO DISPENSER7SANITARY NAPKIN DISPOSALa. SHARED PARTITION MOUNTEDb. PARTITION SURFACE MOUNTEDc. RECESSED8MIRRORa. 24" X 36" WALL MOUNTEDb. 24" X 48" WALL MOUNTEDc. 18" X 36" WALL MOUNTED9WALL MOUNTED URINAL10SOLID SURFACE COUNTER WITH 1 1/2" INTEGRAL FRONT EDGE. COUNTER MOUNTED AT 5'-0" AFF.11SINKS - REFER TO PLUMBING & ELECTRICAL DRAWINGSa. ADA SINGLE SOLID SURFACE TROUGH SINK WITH TOUCHLESS HANDWASHING CONTROLb. CONTINUOUS SOLID SURFACE TROUGH SINK AND 2 TOUCHLESS WASH BAR. c. CONTINUOUS SOLID SURFACE TROUGH SINK AND 3 TOUCHLESS WASH BAR. d. STANDARD ADA COMPLIANT WALL MOUNTED SINK WITH ADA FAUCET CONTROLSe. ADA COMPLIANT DROP IN SINK AND FAUCETRESTROOM LEGEND12ADA WALL MOUNTED SOAP DISPENSER13ADA WALL MOUNTED DRYERADA COMPLIANT SHOWER SEAT14SHOWER CURTAIN AND ROD15PLASTIC LAMINATE TALL CABINET1617MOP SINK WITH WALL MOUNTED MOP CLIPS18HI / LOW ADA DRINKING FOUNTAINS19WALL MOUNTED COAT HOOKS20ADA RESTROOM WALL SIGNAGE21WALL TILE - REFER TO SHEET G106 FOR FINISHa. FIELD TILEb. ACCENT TILEc. BULLNOSE TILEd. COVE BASE TILE 1. REFER TO SHEET G111 FOR ADA SPECIFICATIONS.2. ALL FIELD WALL TILE GROUT LINES TO ALIGN WITH FLOOR GROUT LINES. 3. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.GENERAL NOTES22TOILET PARTITION23PARTITION MOUNTED COAT HOOKXX24NAPKIN/TAMPON VENDOR6PLASTIC LAMINATE COUNTER WITH 4" BACKSPLASH ON 3 SIDES. COLOR TBD.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 2:06:28 PM1-SA-A711PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS RESTROOMS - SCREENINGAREA07-14-2017S12014 1/2" = 1'-0"1SCREENING AREA WOMEN'S RESTROOM 1/2" = 1'-0"5SCREENING AREA MEN'S RESTROOM. 1/2" = 1'-0"7SCREENING MEN'S RESTROOM 1/2" = 1'-0"3SCREENING WOMEN'S RESTROOM 1/2" = 1'-0"2SCREENING AREA WOMEN'S RESTROOM. 1/2" = 1'-0"4SCREENING AREA WOMEN'S RESTROOM.. 1/2" = 1'-0"6SCREENING AREA MEN'S RESTROOM 1/2" = 1'-0"8SCREENING AREA MEN'S ROOMREVISIONS# DATE DESCRIPTION BYCONFORMED SET142
2'5'-10"5'-7"4'BINSEMPTYBINSEMPTY6040 aTiXLLEVEL 213' - 6"B10B9B8B7B6B511-SA-A301EQEQEQEQEQEQEQEQEQEQEQ6' - 0"EQEQEQEQEQEQEQEQ2' - 0"9' - 0"42' - 3"EQEQEQEQEQ3' - 0"3' - 0"3' - 0"NEW KAWNEER TRI FAB 451 GLAZING OR ARCHITECT APPROVED EQUAL12' - 0"12' - 0"6" METAL STUD WALL - PAINTEDBHBH.1B5BH.0511-SA-A30121-SA-A30211-SA-A3021-SA-A71231-SA-A71251-SA-A7124B2-19AB2-19LEVEL 213' - 6"BHBH.1BH.0521-SA-A30211-SA-A302NEW KAWNEER TRI FAB 451 GLAZING OR ARCHITECT APPROVED EQUAL4' - 5 3/8"4' - 5 3/8"4' - 5 3/8"4' - 5 3/8"4' - 5 3/8"4' - 5 3/8"4' - 5 3/8"4' - 5 3/8"3' - 0"3' - 0"3' - 0"11' - 0"35' - 7"LEVEL 213' - 6"B511-SA-A301NEW KAWNEER TRI FAB 451 GLAZING OR ARCHITECT APPROVED EQUAL3' - 0"3' - 0"3' - 0"9' - 0"5' - 7 1/2"LEVEL 213' - 6"B511-SA-A301NEW KAWNEER TRI FAB 451 GLAZING OR ARCHITECT APPROVED EQUAL2' - 0"7' - 0"3' - 0"3' - 0"3' - 0"3' - 0"5' - 7 1/2"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/27/2017 10:42:06 AM1-SA-A712PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - STOREFRONT -SCREENING AREA07-14-2017S12014 1/8" = 1'-0"1STOREFRONT ELEVATION 1/4" = 1'-0"2SCREENING AREA - EXITCORRIDOR ENLARGED PLAN 1/4" = 1'-0"3STOREFRONT ELEVATION - SCREENING AREA 1/4" = 1'-0"4SCREENING AREA -STOREFRONTELEVATION-NORTH 1/4" = 1'-0"5SCREENING AREA-STOREFRONTELEVATION SOUTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 45 09-22-2017 ADDENDUM 545CONFORMED SET143
DEMOLISH EXISTING STAIRS AND LANDING PLATFORM5' - 0"REMOVE SECTION OF BAGGAGE BELT FOR NEW 5'-0" BAGGAGE BELT EXTENSION5' - 0"DEMOLISH ENTIRE EXISTING FIS RECHECK BAGGAGE BELT AND ALL SYSTEMS ASSOCIATED WITH IT11' - 4"MAKE NEW DOOR OPENINGS IN EXISTING MASONRY WALL FOR NEW RESTROOMS -REMOVE (1) COURSING ABOVE FOR NEW DOOR LINTEL DEMOLISH EXISTING ROLL UP DOOR AND BAGGAGE SLIDE AND RETURN TO OWNERBAGGAGE CLAIM 3FP1-03KITCHENBC3-06CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05STAIRSFP1-04ELEVATORFP2-23DEMOLISH CHASE WALL AND PLUMBING PIPESDEMOLISH CONCRETE FOR NEW PLUMBING -REFER TO PLUMBING DRAWINGS FOR EXACT LOCATIONREMOVE AND DISPOSE EXISTING FLOORING IN THIS AREA - PREP EXISTING CONCRETE SLAB TO RECEIVE NEW FLOORING - REFER TO FLOORING LAYOUT FOR LIMITS OF DEMOLITIONREMOVE EXISTING AC UNIT -REFER TO MECHANICALDEMOLISH EXISTING BOLLARDSDEMOLISH EXISTING BOLLARDSDEMOLISH EXISTING WALL EXHAUST FAN AND PREP DUCT TO BE RELOCATEDSELECT DEMOLITION OF EXISTING SERVICE COUNTER AND WALL OPENINGNEW WALL OPENING FOR DOORDEMOLISH OPENING IN EXISTING 4 HOUR WALL FOR NEW ROLL UP DOORDEMOLISH EXISTING WALLS, DOOR AND SECURITY CARD READERREMOVE FLOOR FINSH AND PREP CONCRETE TO RECEIVE NEW FINISH6' - 0"6DEMOLITION PLAN LEGENDITEMS TO DEMOLISHITEMS TO REMAIN500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 9:36:26 AM1-BC3-A100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION PLAN - BAGGAGE CLAIM 307-14-2017S12014 1/8" = 1'-0"1DEMOLITION PLAN - BAGGAGE CLAIM 3ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL ANNORTHJCJCDAKDMAS NOTEDREVISIONS# DATEDESCRIPTIONBY6 09-28-2017 ADDENDUM 6CONFORMED SET144
11-SA-A301BAGGAGE CLAIM 3FP1-03OFFICES / IT ROOMBC3-05FAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02STORAGEBC3-01KITCHENBC3-06HVACBC3-0725' - 8"24' - 8"BC3-0715' - 0"15' - 0"2253421-BC3-A101323322BAGGAGE BELT #31-BC3-A40116INFILL EXISTING FLOOR WITH CONCRETE TOPPING TO MATCH EXISTING FLOOR LEVEL AND FINISHNEW (4) HOUR OVERHEAD ROLL UP DOOR38' - 7"EXISTING INTERIOR WALLS WILL NEED TO BE PATCHED AND REPAIREDPATCH, REPAIR AND REPAINT EXISTING INTERIOR WALLS G.C. TO VERIFY IF EXISTING DOOR WILL CLEAR NEW HVAC UNIT31-BC3-A101EXISTING (4) HOUR OVERHEAD ROLL UP DOOR18' - 0"NEW DOOR FURNITURE BY OWNERINFILL EXISTING OPENING WITH METAL STUDS AND DRYWALL - PAINT TO MATCH ADJACENT FINISH AND COLOR3' - 0"3A3A3A3AITBC3-09STAIRSFP1-04ELEVATORFP2-23FLOOR PLAN LEGEND:NEW WALLEXISTING WALLDOOR TAG FOR NEW DOORS1i101AFLOOR ELEVATIONWALL TYPE TAGREFER TO G114 & G115KEY NOTES FLOOR PLAN#1INSTALL NEW BAGGAGE BELT EXTENSIONS IN EXISTING BAGGAGE BELT. SEE DETAIL SHEET2NEW EXTERIOR WALL3NEW DOUBLE DOOR4SCREENING ROOM EXPANSION ABOVE5NEW RESTROOMS - REFER TO ENLARGED PLAN, SHEET 1-BC3-A4016IN-FILL EXISTING CMU WALL AT REMOVED BAGGAGE BELT, TO MATCH EXISTINGHVACBC3-0713' - 6"METAL PANEL SIDING - MATCH ADJACENT FINISH, COLOR AND STYLE5/8" GYPSUM WALL BOARDBATT INSULATIONNEW CONCRETE SLAB - REFER TO STRUCTURAL6" METAL STUDS5/8" GYPSUM WALL BOARD - PAINTED2 1/2" METAL STUDNEW SCREENING AREA CONCRETE SLAB OVER METAL DECKING REFER TO STRUCTURAL FOR THICKNESS AND TYPE0"SET METAL STUD RUNNER ON RUBBER SILL SEALER9' - 0"6"EXISTING CEILING9'-0"EXISTING CEILING9'-10"BOTTOM OF HEADER9'-0"EXISTING 8" CMU WALL OVER EXISTING BRICKNEW LINTEL FOR NEW OPENING -REFER TO STRUCTURAL DRAWINGSEXISTING 4 HOUR CMU WALLNEW 3 HOUR FIRE RATED DOOR -CONCEAL IN CEILING ABOVE5/8" GYPSUM WALL BOARD OVER METAL STUDS -PAINTED3" STAINLESS STEEL TRIM AROUND NEW FIRE DOOR OPENINGEXISTING 2ND FLOOR CONCRETE SLAB (S.A.A. OFFICES)NEW 2X2 CEILING TILENEW GYPSUM WALL BOARD UNDER NEW SOFFITEXISTING CEILING TO REMAIN500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 10:31:50 AM1-BC3-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN AND WALL SECTIONS - BAGGAGECLAIM 307-14-2017S12014 1/8" = 1'-0"1FLOOR PLAN - BAGGAGE CLAIM 3ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/2" = 1'-0"2SECTION AT HVAC ROOM 3/4" = 1'-0"3SECTION AT NEW FIRE DOOR OPENINGREVISIONS# DATEDESCRIPTIONBY6 09-28-2017 ADDENDUM 66CONFORMED SET145
3' - 8 1/2"12' - 0"BAGGAGE CLAIM 3FP1-03CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05STAIRSFP1-04FIS SPACEFIS-02FIRE RISER ROOMFP-06EQEQFP-063312' - 0"12' - 0"IT ROOMA1-50PASSENGER BOARDING BRIDGE PEDESTALTERMINAL ABOVE5/8" THICK (3) COAT SMOOTH FINISH STUCCO - PAINTED OVER NEW 8" REINFORCED CMU MASONRY WALLMASONRY OPENING6' - 0"GENERAL NOTE: IF DOOR DOES NOT HAVE A CARD READER THEN IT WILL REQUIRE A LOCK AND KEY. KEYING WILL REQUIRE COORDINATION WITH S.A.A.DOWEL INTO MASONRY 16" ON CENTERHORIZONTAL CAULK JOINTBC3-0831-BC3-A1024"#5 @ 48" O.C.4" MINIMUM EPOXY EMBEDGROUT SOLIDEXISTING CONCRETE SLAB8" VERTICALLY REINFORCED CMU -PAINTED500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/22/2017 2:11:07 PM1-BC3-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - NEW FIRE RISER ROOM AND BLOCKHOUSE ADDITION07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDBLOCK HOUSE ADDITIONFIRE RISER ROOM 1/4" = 1'-0"2FLOOR PLAN - FIRE RISER ROOM 1/4" = 1'-0"1FLOOR PLAN - BLOCKHOUSE ADDITIONREVISIONS# DATEDESCRIPTIONBY5 09-22-2017 ADDENDUM 5 3" = 1'-0"3CMU ATTACHMENT DETAIL5CONFORMED SET146
OSOSOS11-SA-A30121-SA-A30111-SA-A302STORAGEBC3-02FAMILY RESTROOMBC3-03FAMILY RESTROOMBC3-04OFFICES / IT ROOMBC3-05BAGGAGE CLAIM 3FP1-03HVACBC3-07STORAGEBC3-01EXPOSED CEILINGNEW GWB CEILING -PAINTEDEXISTING SOFFIT TO REMAIN9' - 0"9' - 0"9' - 0"EXISTING METAL PANEL SOFFITTO REMAIN REPLACE ACT. LIGHTING TO REMAIN, REMOVE AND REINSTALL AS REQUIRED FOR INSTALLATION OF NEW FIRE PROTECTION. REFER TO FIRE PROTECTION PLANS11-SA-A303EXISTING LIGHT FIXTURES, TILE, AND GRID TO REMAIN.EXISTING ACT AND GRID TO REMAIN. RELOCATE 2 X 4 FIXTURES AS SHOWNLIBRETTO PERORATED METAL CEILING ELEMENT WITH DOWNLIGHTING FIXTURE. REFER TO ELECT.5' - 0 1/4"14 FIXTURES @ 5'-1/4" EA = 75'-3 1/2"5' - 0 1/4"R 27' - 0"R 37' - 0"R 37' - 0"R 37' - 0"R 27' - 0"R 37 ' - 0"
R 2 7 ' - 0 "
R 27' - 0"
R 27' - 0"
R 3 7 ' - 0 "31-BC3-A101NEW ROLL UP DOOR OPENINGALL EXPOSED JOIST TO BE PAINTED AND PROTECTED WITH BIRDSCREENWALK IN COOLERNEW BULKHEAD @ 8'-0" A.F.F.EXPOSED CEILINGREFLECTED CEILING PLAN LEGEND2 X 4 LED LIGHTING FIXTURECEILING SUPPLY DIFFUSER SEE MECHANICAL DWGS.GYP. BOARD CEILING ACCESSEXIT SIGN, ARROW INDICATES EXIT DIRECTION SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATIONINDICATES FINISHED GYP. BOARD CEILING OR SOFFITEMERGENCY LIGHTS RE: ELECTRICAL DRAWINGS2 X 2 LAY-IN ACOUSTICAL TILE IN T-BAR GRID. 1. FIXTURES, CONDUITS, DUCTWORK, PIPING, ETC. SHALL BE INSTALLED AS HIGH AS POSSIBLE.2. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO VERIFY QUANTITIES AND COORDINATE LOCATIONS IN THE FIELD WITH THE FIRE DEPARTMENT FIRE INSPECTOR.3. EMERGENCY LIGHTING SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE.4. MECHANICAL DIFFUSERS TO MATCH ADJACENT CEILING TILE.5. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURES 6. INSTALL NEW SPEAKERS AT EXISTING SPEAKER LOCATIONS IN NEW WORK AREA -TYPICALREFLECTED CEILING GENERAL NOTESRECESSED LED CAN LIGHTINGSURFACE MOUNTED EXTERIOR WALL PACKFIRE SPRINKLER HEADPREFINISHED METAL SOFFIT PANELPREFINISHED HANGING PERFORATED METAL PANELCEILING RETURN DIFFUSER SEE MECHANICAL DWGS.INTERIOR WALL HEIGHT LEGENDFULL HEIGHT WALL ATTACHED TO DECKWALL TO EXTEND TO 6" ABOVE FINISHED CEILING - BRACE TO STRUCTURE ABOVE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 10:29:23 AM1-BC3-A103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - BAGGAGE CLAIM 307-14-2017S12014NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/8" = 1'-0"1REFLECTED CEILING PLAN -BAGGAGE CLAIM 3REVISIONS# DATEDESCRIPTIONBY5 09-22-2017 ADDENDUM 56 09-28-2017 ADDENDUM 656CONFORMED SET147
JJJJJJR 27' - 0"
R 2 7 ' - 0 "R 37' - 0"R 27' - 0"R 38' - 0"R 44' - 0"R 18' - 11"R 24' - 11"R 21' - 10"R 15' - 10"R 3 7 ' - 0 "
R 3 7' - 0"11' - 0"35' - 5"10' - 11 1/2"34' - 10 1/4"6' - 6"2' - 3 1/4"28' - 10"30' - 4"28' - 10"10' - 0"16' - 9"8' - 2"14' - 8"23' - 7"21' - 9"4' - 9"90' - 0" - 18 FIXTURES SPACED @ 5'-0" EA4' - 8"EQEQ22-OB-A103NEW 7/8" THICK (3) COAT SMOOTH FINISH STUCCO CEILING - PHASE 2 WORKSTUCCO CONTROL JOINTSTUCCO CONTROL JOINTEXISTING CANOPY TO REMAIN31-BC3-A1012-OB-A2052CEILING10'-6"B/SOFFIT9'-0"B/LIBRETTO9'-3 1/2"33-IB-A10321-BC3-A105NEW ROLL UP DOOR OPENING IN EXISTING 4 HOUR WALLNEW CANOPY - PHASE 2 WORKINEW CANOPY - PHASE 2 WORKIREFLECTED CEILING PLAN LEGEND2 X 4 LED LIGHTING FIXTURECEILING SUPPLY DIFFUSER SEE MECHANICAL DWGS.GYP. BOARD CEILING ACCESSEXIT SIGN, ARROW INDICATES EXIT DIRECTION SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATIONINDICATES FINISHED GYP. BOARD CEILING OR SOFFITEMERGENCY LIGHTS RE: ELECTRICAL DRAWINGS2 X 2 LAY-IN ACOUSTICAL TILE IN T-BAR GRID. 1. FIXTURES, CONDUITS, DUCTWORK, PIPING, ETC. SHALL BE INSTALLED AS HIGH AS POSSIBLE.2. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO VERIFY QUANTITIES AND COORDINATE LOCATIONS IN THE FIELD WITH THE FIRE DEPARTMENT FIRE INSPECTOR.3. EMERGENCY LIGHTING SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE.4. MECHANICAL DIFFUSERS TO MATCH ADJACENT CEILING TILE.5. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURES 6. INSTALL NEW SPEAKERS AT EXISTING SPEAKER LOCATIONS IN NEW WORK AREA -TYPICALREFLECTED CEILING GENERAL NOTESRECESSED LED CAN LIGHTINGSURFACE MOUNTED EXTERIOR WALL PACKFIRE SPRINKLER HEADPREFINISHED METAL SOFFIT PANELPREFINISHED HANGING PERFORATED METAL PANELCEILING RETURN DIFFUSER SEE MECHANICAL DWGS.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/8" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/5/2017 10:51:05 AM1-BC3-A104PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - BAGGAGE CLAIM 1 & 207-14-2017S12014 1/8" = 1'-0"1REFLECTED CEILING - BAGGAGE CLAIM 1 & 2NNORTHEXISTING CEILING GRID SYSTEM TO REMAIN. REPLACE ALL ACOUSTIC CEILING TILES THROUGHOUT UNLESS NOTED OTHERWISE. MAINTAIN FIRE SPRINKLER, HVAC, AND LIGHTING LOCATIONS UNLESS NOTED OTHERWISE NEW PAINTED GYP. BOARD SOFFITNEW PAINTED GYP. BOARD SOFFITNEW LIBRETTO CEILING SYSTEM WITH DOWN LIGHT FIXTURES. REFER TO ELECT. LIGHTING PLANSEXISTING CEILING GRID SYSTEM TO REMAIN. REPLACE ALL ACOUSTIC CEILING TILES THROUGHOUT UNLESS NOTED OTHERWISE. MAINTAIN FIRE SPRINKLER, HVAC, AND LIGHTING LOCATIONS UNLESS NOTED OTHERWISE PERIMETER LED FIXTURE. REFER TO ELECT. LIGHTING PLANPERIMETER LED FIXTURE. REFER TO ELECT. LIGHTING PLANDOWN LIGHTING. REFER TO ELECT.ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY5 09-22-2017 ADDENDUM 55148CONFORMED SET
OSOSNEW CANOPY IN PHASE 2 -NOT PHASE ONE WORK31-BC3-A101R 2 7 ' - 0 "
R 37 ' - 0"
R 27' - 0"R 37' - 0"R 27' - 0"
R 27' - 0 "R 37' - 0"R 37' - 0"R 27' - 0"6' - 6"85' - 4"12' - 2"3' - 2"1' - 10"2' - 6"11' - 8"11' - 1"21-BC3-A105NEW STUCCO FINISH OVER 5/8" EXTERIOR SHEATHING AND 3 5/8" METAL STUDSREFER TO ELECTRICAL FOR LIGHTING LAYOUT9' - 6"12' - 9"BK.7BE6BE7TO FACE OF COLUMN± 2' - 9"VARIESREFER TO PLANPROFILE EDGELIBRETTOVARIESTO FACE OF COLUMN± 3' - 2"B.O. LIBRETTO9'-3 1/2"MAX6"LIBRETTO CEILING SYSTEMACOUSTICAL CEILING TILESOFFIT HEIGHT9' - 0"3 5/8" STUDS @ 16" O.C.DIAGONAL BRACING @ 48" O.C.3 5/8" STUDS @ 16" O.C.EXTEND GYPSUM WALL BOARD TO 6" ABOVE DROP CEILING, TYP.MAX6"3 5/8" STUDS @ 16" O.C.5/8" GYPSUM BOARD -PAINTEDCEILING HEIGHTEXISTINGCEILING HEIGHT10'-6"LIGHT FIXTURE, REFER TO ELECTRICALLIGHT FIXTURES, BEYONDEXISTING COLUMNEXISTING COLUMNDIAGONAL BRACING @ 48" O.C.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/5/2017 11:05:50 AM1-BC3-A105PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - BAGGAGE CLAIM 3EXISTING EXTERIOR CANOPY07-14-2017S12014 1/8" = 1'-0"1REFLECTED CEILING PLAN - BAGGAGE CLAIM 3 EXTERIOR CANOPYORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHEXISTING CEILING GRID SYSTEM TO REMAIN. REPLACE ALL ACOUSTIC CEILING TILES THROUGHOUT UNLESS NOTED OTHERWISE. MAINTAIN FIRE SPRINKLER, HVAC, AND LIGHTING LOCATIONS UNLESS NOTED OTHERWISE NEW PAINTED GYP. BOARD SOFFITNEW LIBRETTO CEILING SYSTEM WITH DOWN LIGHT FIXTURES. REFER TO ELECT.LIGHTING PLANSEXISTING CEILING GRID SYSTEM TO REMAIN. REPLACE ALL ACOUSTIC CEILING TILES THROUGHOUT UNLESS NOTED OTHERWISE. MAINTAIN FIRE SPRINKLER, HVAC, AND LIGHTING LOCATIONS UNLESS NOTED OTHERWISE PERIMETER LED FIXTURE. REFER TO ELECT. LIGHTING PLANPERIMETER LED FIXTURE. REFER TO ELECT. LIGHTING PLANDOWN LIGHTING. REFER TO ELECT.NEW LIBRETTO CEILING SYSTEM WITH DOWN LIGHT FIXTURES. REFER TO ELECT.LIGHTING PLANSDOWN LIGHTING. REFER TO ELECT. 3/4" = 1'-0"2SOFFIT/LIBRETTO CEILING DETAILREVISIONS# DATEDESCRIPTIONBY149CONFORMED SET
#136" GRAB BAR242" GRAB BAR3BABY CHANGING TABLEa. SOLID SURFACE BABY CHANGING TABLE WITH INTEGRAL 4" FRONT EDGEb. STAINLESS STEEL RECESSED BABY CHANGING STATIONc. SURFACE MOUNTED ADA CHANGING STATION4WALL/ FLOOR MOUNTED TOILET - FLUSH VALVE ON OPEN SIDE OF SPACE IN ALL ADA STALLS - REFER TO PLUMBING5TOILET PAPER DISPENSERa. RECESS MOUNTED JUMBO TISSUE DISPENSERb. RECESS MOUNTED JUMBO TISSUE DISPENSER WITH SANITARY NAPKIN DISPOSALc. NOT USEDd. NOT USEDe. PARTITION/WALL MOUNTED JUMBO DISPENSER7SANITARY NAPKIN DISPOSALa. SHARED PARTITION MOUNTEDb. PARTITION SURFACE MOUNTEDc. RECESSED8MIRRORa. 24" X 36" WALL MOUNTEDb. 24" X 48" WALL MOUNTEDc. 18" X 36" WALL MOUNTED9WALL MOUNTED URINAL10SOLID SURFACE COUNTER WITH 1 1/2" INTEGRAL FRONT EDGE. COUNTER MOUNTED AT 5'-0" AFF.11SINKS - REFER TO PLUMBING & ELECTRICAL DRAWINGSa. ADA SINGLE SOLID SURFACE TROUGH SINK WITH TOUCHLESS HANDWASHING CONTROLb. CONTINUOUS SOLID SURFACE TROUGH SINK AND 2 TOUCHLESS WASH BAR. c. CONTINUOUS SOLID SURFACE TROUGH SINK AND 3 TOUCHLESS WASH BAR. d. STANDARD ADA COMPLIANT WALL MOUNTED SINK WITH ADA FAUCET CONTROLSe. ADA COMPLIANT DROP IN SINK AND FAUCETRESTROOM LEGEND12ADA WALL MOUNTED SOAP DISPENSER13ADA WALL MOUNTED DRYERADA COMPLIANT SHOWER SEAT14SHOWER CURTAIN AND ROD15PLASTIC LAMINATE TALL CABINET1617MOP SINK WITH WALL MOUNTED MOP CLIPS18HI / LOW ADA DRINKING FOUNTAINS19WALL MOUNTED COAT HOOKS20ADA RESTROOM WALL SIGNAGE21WALL TILE - REFER TO SHEET G106 FOR FINISHa. FIELD TILEb. ACCENT TILEc. BULLNOSE TILEd. COVE BASE TILE 1. REFER TO SHEET G111 FOR ADA SPECIFICATIONS.2. ALL FIELD WALL TILE GROUT LINES TO ALIGN WITH FLOOR GROUT LINES. 3. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.GENERAL NOTES22TOILET PARTITION23PARTITION MOUNTED COAT HOOKXX24NAPKIN/TAMPON VENDOR6PLASTIC LAMINATE COUNTER WITH 4" BACKSPLASH ON 3 SIDES. COLOR TBD.23b5c11a13123b445cFAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-0311a8c13111120201-BC3-A401210' - 4"6"10' - 4"STORAGEBC3-02OFFICES / IT ROOMBC3-05CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGGAGE CLAIM 3FP1-0331-BC3-A40123BC3-03BC3-043325445ITBC3-09INSTALL NEW 72" X 62" BI FOLDING CLOSET DOOREXTEND CARPET FINISH INTO CLOSETCONCRETE FLOOR FINISHEXTEND 2X2 CEILING INTO CLOSET AND INSTALL (2) RECESSED CAN LIGHTS3A3ANEW WALL HEIGHT TO 6" ABOVE CEILINGINSTALL 1 LED 2X2 LIGHT HUNG FROM STRUCTUREEXPOSED CEILINGNEW 36"X84" SOLID WOOD CORE DOOR WITH HARDWARE SET #12PAINT WALLSEXTEND FLOOR FINISH FROM BAGGAGE CLAIM 3NEW 36"X84" SOLID WOOD CORE DOOR WITH HARDWARE SET #12 AND NEW CARD READERINSTALL NEW BULKHEAD TO ROOF DECK. BOTTOM OF BULKHEAD AT 8'-0" A.F.F.INSTALL 4 NEW 2X2 LED LIGHT FIXTURES AND REPLACE CEILING TILES IN EXISTING CORRIDOR AREAINSTALL 3 NEW POWER OUTLETS AND SWITCH FOR LIGHTINGNEW DIFFUSER NEW WALL HEIGHT TO 6" ABOVE CEILING IN CLOSET3A3A3' - 0"5"7' - 10"5"21a211a145b8c21b21d3' - 0"9' - 0"6b10"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"2' - 10"3' - 3"FLOOR LINE0"213b46b5c4' - 7"21a21dEQ8' - 0" (4 TILES @ 2'-0" EA)EQ2' - 10"FLOOR LINE0"11a138c21aBC3-0321dEQ8' - 0" (4 TILES @ 2'-0" EA)EQ2' - 10"3' - 6"FLOOR LINE0"3b10"2' - 0"2' - 0"2' - 0"1' - 0"21a21d500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 9:50:15 AM1-BC3-A401PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLAN AND INTERIORELEVATIONS- BAGGAGE CLAIM 3 RESTROOMS07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/4" = 1'-0"1ENLARGED RESTROOM PLAN - BAGGAGE BELT 3 1/2" = 1'-0"2FAMILY RESTROOM BAGGAGE CLAIM 3.. 1/2" = 1'-0"3FAMILY RESTROOM BAGGAGE CLAIM 3. 1/2" = 1'-0"4FAMILY RESTROOM BAGGAGE CLAIM 3 1/2" = 1'-0"5FAMILY RESTROOM BAGGAGE CLAIM 3...REVISIONS# DATEDESCRIPTIONBY6 09-28-2017 ADDENDUM 66CONFORMED SET150
HVACBC3-07KITCHENBC3-06BAGGAGE CLAIM 3FP1-03OFFICES / IT ROOMBC3-05FAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02??CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BC3-07BC3-04BC3-03BC3-05BC3-0631-BC3-A101BC3-09BC3-10ITBC3-09BC3-1172" BIFOLD DOORWALL TYPE LEGENDNEW WALLEXISTING WALLDOOR TAG - REFER TO SCHEDULE#NEW MASONRY WALL7' - 0"2"7' - 2"2"3' - 0"2"3' - 4"SINGLE FLUSH HOLLOW METAL DOORDOUBLE HOLLOW METAL DOOR7' - 0"2"7' - 2"2"3' - 0"3' - 0"2"5/8" GYPSUMBOARD BOTHSIDESDOUBLE 3 5/8"METAL STUDS PER WALL TYPEHOLLOW METALFRAMESOLID CORE WOOD DOOR BATT INSULATION REFERTO WALL TYPES5/8" GYPSUM BOARD BOTH SIDES3 5/8" METAL STUDS PER WALL TYPESOLID CORE WOOD DOOR BATT INSULATION REFERTO WALL TYPESHOLLOW METAL FRAME7'-0" A.F.F.FIS-14AFIS-13FIS-14SECURITY EXITFIS-14ITFIS-13LOBBYFIS-15FIS-1522' - 2 1/2"3' - 0"11' - 10 1/2"2' - 8 1/2"25' - 0"2' - 9"1A2.0ADD SIGN TO FRONT FACE OF ALL DOORS THAT ENTER INTO SECURE AREAHEIGHT = 18"WIDTH = 18"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 10:33:36 AM1-BC3-A601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR SCHEDULE AND KEY PLAN - BAGGAGECLAIM 3 AND F.I.S. CUSTOMS07-14-2017S12014 1/8" = 1'-0"1DOOR SCHEDULE KEY PLAN - BAGGAGE CLAIM 3NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDDOOR SCHEDULE - FIS SECURITY CORRIDORSAA #CARDREADERDoor # Room NameDoor SizeDoorLabelDetailsFrameHardwareSetCommentsWidth Height Thickness Door Material Door FinishHead Jamb Threshold Material FinishYES FIS-13 IT3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN2/1-BC3-A601 3/1-BC3-A601HOLLOW METAL PAINT 12N0 FIS-14 SECURITY EXIT 6' - 0" 7' - 0" 1 3/4" ALUMINUM/GLASSALUMALUMINUM21N0 FIS-14A SECURITY EXIT 6' - 0" 7' - 0" 1 3/4" ALUMINUM/GLASSALUMALUMINUM21YES FIS-15 LOBBY3' - 0" 7' - 0" 1 3/4" ALUMINUM/GLASSALUMALUMINUM21 1/2" = 1'-0"4DOOR ELEVATIONS 3" = 1'-0"3INTERIOR DOOR JAMB 3" = 1'-0"2INTERIOR DOOR HEAD 1/8" = 1'-0"5DOOR SCHEDULE - F.I.S. CUSTOMS - SECURITY EXITNNORTHDOOR SCHEDULE - BAGGAGE CLAIM 3SAA #CARDREADERDoor # Room NameDoor SizeDoorLabelDetailsFrameHardwareSetCommentsWidth Height Thickness Door Material Door FinishHead Jamb Threshold MaterialFinishNO BC3-03 BAGGAGECLAIM 33' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN FAMILY RESTROOM 2/1-BC3-A601 3/1-BC3-A601HOLLOW METAL PAINT 19NO BC3-04 BAGGAGECLAIM 33' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN FAMILY RESTROOM 2/1-BC3-A601 3/1-BC3-A601HOLLOW METAL PAINT 19NO BC3-05 BAGGAGECLAIM 33' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN AUTHORIZEDPERSONNEL ONLY2/1-BC3-A601 3/1-BC3-A601HOLLOW METAL PAINT 20NO BC3-06 KITCHEN 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-BC3-A601 3/1-BC3-A601HOLLOW METAL PAINT 13YES BC3-07 HVAC6' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT2/1-BC3-A601 3/1-BC3-A601HOLLOW METAL PAINT 18NO BC3-08 BLOCKHOUSE 6' - 0" 7' - 0"1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNEL ONLY1/3-SW-A603SIM2/3-SW-A603SIM3/3-SW-A603 SIM HOLLOW METAL PAINT 16NO BC3-09 IT3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN2/1-BC3-A601 3/1-BC3-A601HOLLOW METAL PAINT 12YES BC3-10 CUSTOMS 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN2/1-BC3-A601 3/1-BC3-A601HOLLOW METAL PAINT 13NO BC3-11 BAGGAGECLAIM 318' - 0" 10' - 0" 1 3/4" STEELPREFINISHEDSTEELPREFINISHED4 HOUR FIRE DOORGENERAL NOTE: IF DOOR DOES NOT HAVE A CARD READER THEN IT WILL REQUIRE A LOCK AND KEY. KEYING WILL REQUIRE COORDINATION WITH S.A.A.DOOR SCHEDULE - FIRE RISERSAA #CARDREADERDoor # Room NameDoor SizeDoorLabelDetailsFrameHardwareSetCommentsWidth Height Thickness Door Material Door FinishHead Jamb Threshold Material FinishNO FP-06 FIRE RISER ROOM 6' - 0" 7' - 0" 1 3/4"SOLID WOOD CORE STAIN 2/1-BC3-A601 3/1-BC3-A601 HOLLOW METAL PAINT 18 SIM SEE SHEET 1-BC3-A102 FOR DOORREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 46 09-28-2017 ADDENDUM 666CONFORMED SET151
4' - 0"13' - 1"2' - 4 3/4"1' - 1 3/8"TILE START POINT10"51' - 5 1/2"25' - 2 1/2"2' - 3"EXISTING METAL GATE THRESHOLDBAGGAGE CLAIM 3FP1-03OFFICES / IT ROOMBC3-05FAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02??KITCHENBC3-06HVACBC3-07R 10' - 4"R 14' - 3 1/8"5' - 5"13' - 6 1/2"31-BC3-A101TZ1TZ2TZ3C1T1T1R 14' - 7 5/8"EQ15' - 5"EQ4' - 0"25' - 3"FIRE RISER ROOMFP-06ALL FINISHES THIS ROOM TO MATCH EXISTING ADJACENT FINISH.UPDATE ALL ELEVATOR FINISHES TO MATCH NEW ELEVATOR. PROVIDE CARPET FLOORING. REFER TO SHEET 1-NIE-A703.C1C1FINISH LEGENDCARPETCARPET ACCENTCARPET ACCENTVCTTILE FLOORINGTERRAZZO TILETERRAZZO TILE ACCENTTERRAZZO TILE ACCENTCHILDREN PLAY AREAFLOORINGSEALED CONCRETERECESSED WALK-OFF MATMILLWORKGENERAL NOTES1. REFER TO ELEVATIONS FOR LOCATION OF ADDITIONAL WALL SURFACE FINISH.2. REFER TO CEILING PLANS FOR CEILING FINISH LOCATION.3. REFER TO GENERAL SHEET G-106 FOR FINISHES.4. ALL FLOOR FINISHES EXTEND TO ADJACENT WALLFLOOR TILE INSTALLATION NOTES1. ALL CONCRETE FLOORS MUST BE TESTED FOR MOISTURE AND PH PRIOR TO INSTALLATION.2. REFER TO SPECIFICATIONS FOR MOISTURE AND PH LEVEL TOLERANCES.3. SUBSTRATE MUST BE FLAT WITHIN THE EQUIVALENT OF 1/8" IN 10'-0".4. SUBSTRATE MUST BE FREE OF ADHESIVE, SEALERS, PAINT, COATINGS, FINISHES, DIRT, FILM FORMING CURING COMPOUNDS, OR OTHER SUBSTANCES THAT MAY AFFECT THE ADHESION OF THE FLOORING.5. DO NOT INSTALL FLOOR TILE BEFORE ALL OTHER TRADES ARE FINISHED.6. ALL MATERIALS MUST BE ON SITE IN THE ROOM WHERE THEY WILL BE INSTALLED 48 HOURS BEFORE INSTALLATION. TILE MUST BE STORED BEHIND TEMPORARY CONSTRUCTION WALL.7. CLOSE SPACES TO TRAFFIC 12 HOURS BEFORE INSTALLATION AND 24 HOURS AFTER INSTALLATION IS COMPLETE.5. PAINT ALL JOIST AND EXPOSED SURFACES ABOVE WITH DRY FALL PAINT500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 10:35:07 AM1-BC3-A701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN AND SCHEDULE - BAGGAGE CLAIM 307-14-2017S12014 1/8" = 1'-0"1FINISH PLAN - TERMINAL ADDITION WEST 1ST FLOORORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHFINISH SCHEDULE - BAGGAGE CLAIM 3RM. NO. ROOM NAME AreaFLOORBASEWALL FINISHESCEILINGNOTESNorth Finish East Finish South Finish West FinishBC3-01 STORAGE138 SFCONCRETEVINYL - B3 PAINTPAINTPAINTPAINTEXPOSEDBC3-02 STORAGE83 SFCONCRETEVINYL - B3 PAINTPAINTPAINTPAINTEXPOSEDBC3-03 FAMILY RESTROOM 80 SFPORCELAIN TILETILE - T8 TILETILETILETILEGYP. BD. PAINTBC3-04 FAMILY RESTROOM 80 SFPORCELAIN TILETILE - T8 TILETILETILETILEGYP. BD. PAINTBC3-05 OFFICES / IT ROOM 239 SFCARPETVINYL - B3 PAINTPAINTPAINTPAINTCEILING TILESBC3-06 KITCHEN1056 SFN/AN/A N/AN/AN/AN/AN/ABC3-07 HVAC603 SFCONCRETEVINYL - B3 PAINTPAINTPAINTPAINTCEILING TILESFP-06 FIRE RISER ROOM 37 SF EXISTING FLOOR TO REMAIN VINYL PAINT PAINT PAINT PAINT EXISTINGNOTE: ALL COLUMNS IN PUBLIC SPACE TO RECEIVE MARLITE SYSTEM AND PAINT. REFER TO DETAILS 6 AND 7 ON SHEET G116 UNLESS NOTED OTHERWISE. PROVIDE BOX EXTENSIONS FOR ALL ELECTRICAL AND COMMUNICATIONS OUTLETS AS NECESSARY, REFER TO MEP DRAWINGS.REVISIONS# DATEDESCRIPTIONBY6 09-28-2017 ADDENDUM 66CONFORMED SET152
WFEXISTING ELEVATOREXISTING STAIRSEXISTING ESCALATORSECURITY EXITBADGE DOOR ACCESSSTAIRSNEW METAL STUD WALL5"13' - 0"3A53A3AITFIS-13SECURITY EXITFIS-14BAGGAGE CLAIMFIS-031-FIS-A71131-FIS-A71121-FIS-A711122' - 2 1/2"3' - 0"11' - 10 1/2"2' - 8 1/2"25' - 0"2' - 9"4' - 4 1/2"6' - 0"8' - 9 1/4"3A53A3AFLOOR PLAN LEGEND:NEW WALLEXISTING WALLDOOR TAG FOR NEW DOORS1i101AFLOOR ELEVATIONWALL TYPE TAGREFER TO 1-G-A501 & 1-G-A502EXISTING CEILING TO REMAINEXISTING CEILING TO REMAINSECURITY EXITFIS-14ITFIS-13BAGGAGE CLAIMFIS-03LOBBYFIS-1530"X30" CEILING ACCESS PANELNEW GYPSUM BOARD CEILINGNEW 2X2 CEILING PANEL SYSTEMEXPOSED CEILINGINTERIOR WALL HEIGHT LEGENDFULL HEIGHT WALL ATTACHED TO DECKWALL TO EXTEND TO 6" ABOVE FINISHED CEILING - BRACE TO STRUCTURE ABOVEC1C1LOBBYFIS-15SECURITY EXITFIS-14ITFIS-13500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:43:26 PM1-FIS-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - F.I.S. CUSTOMS - SECURITY EXIT07-14-2017S12014 1/8" = 1'-0"1FLOOR PLAN - F.I.S. CUSTOMS - SECURITY EXITNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BY 1/8" = 1'-0"2REFLECTED CEILING PLAN - F.I.S 1/8" = 1'-0"3FLOOR FINISH PLAN - F.I.S.CUSTOMS - SECURITY EXITFINISH SCHEDULE - FIS SECURITY CORRIDORRM. NO.ROOM NAMEAreaFLOOR BASEWALL FINISHESCEILINGNOTESNorthFinishEast FinishSouthFinishWest FinishFIS-13 IT95 SF CONCRETE VINYL PAINT PAINT PAINT PAINTEXPOSEDFIS-14 SECURITY EXIT565 SFCARPET VINYL - B3 GLASS GLASS GLASS PAINT GYP. BD. PAINTFIS-15 LOBBY499 SFCARPET VINYL - B3 PAINT GLASS GLASS/PAINTPAINT CEILING TILESCONFORMED SET153
KAWNEER 350 STOREFRONT DOORMETAL STUD WALL -FINISH WITH 5/8" GYPSUM WALL BOARD AND PAINT -TYP7' - 0"1' - 6"KAWNEER TRI FAB 451 OR ARCHITECT APPROVED EQUAL6' - 0"25' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"EXISTING RAMP6' - 5"4' - 2"KAWNEER 350 STOREFRONT DOORMETAL STUD WALL -FINISH WITH 5/8" GYPSUM WALL BOARD AND PAINT -TYP1' - 6"7' - 0"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/2" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/15/2017 1:43:43 PM1-FIS-A711PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - F.I.S. CUSTOMS -SECURITY EXIT07-14-2017S12014REVISIONS# DATE DESCRIPTION BY 1/2" = 1'-0"1INTERIOR STOREFRONT ELEVATION 1/2" = 1'-0"2INTERIOR STOREFRONT ELEVATION 1/2" = 1'-0"3INTERIOR STOREFRONT ELEVATIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDF.I.S. SECURITY EXITCONFORMED SET154
4' - 0"12' - 6"4' - 0"12' - 6"4' - 3"123456AB1' - 0"15' - 6"1' - 0"16' - 3"1' - 0"1' - 0"11-SPL-A30121-SPL-A3011-SPL-A20141-SPL-A2011-SPL-A2011-SPL-A20112310X6 PRE-FINISHED ALUMINUM COLUMNS - TYPICAL @ (8) LOCATIONS CONTROL GATE -CONTRACTOR TO COORDINATE EXACT LOCATION WITH SHOP DRAWINGSTICKET PEDESTAL -CONTRACTOR TO COORDINATE EXACT LOCATION WITH SHOP DRAWINGS6" DIA. STEEL BOLLARD6" DIA. STEEL BOLLARDCONCRETE ISLAND - REFER TO CIVILCONCRETE ISLAND - REFER TO CIVILCURB - REFER TO CIVILASPHALTCONCRETEASPHALTCONCRETESLOPESLOPESLOPESLOPE47'-0"TOP OF SLAB47'-0"TOP OF SLAB47'-0"TOP OF SLAB47'-0"TOP OF SLAB47'-2"TOP OF SLAB47'-8"TOP OF CURBSLOPESLOPE47'-2"TOP OF SLAB47'-0"TOP OF SLAB47'-0"TOP OF SLAB47'-8"TOP OF CURB47'-8"TOP OF CURB47'-8"TOP OF CURB6" CONCRETE SLAB6" CONCRETE SLAB6" CONCRETE SLABCOLUMN WITH INTERNAL DRAINAGECOLUMN WITH INTERNAL DRAINAGECOLUMN WITH INTERNAL DRAINAGECOLUMN WITH INTERNAL DRAINAGEROOF LINE ABOVEROOF LINE ABOVEROOF LINE ABOVE26' - 9 1/2"1' - 0"4"1' - 0"4"1' - 0"1' - 0"4"4"4"4"1' - 0"1' - 0"1' - 0"1' - 0"4"4"1' - 4"6"TICKET PEDESTAL -CONTRACTOR TO COORDINATE EXACT LOCATION WITH SHOP DRAWINGSCONTROL GATE -CONTRACTOR TO COORDINATE EXACT LOCATION WITH SHOP DRAWINGS35' - 3"6"1' - 4"6" DIA. STEEL BOLLARDCONCRETE ISLAND - REFER TO CIVIL30' - 0"500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/2" = 1'-0"C:\Users\lmurrah\Documents\PARKING CONTROL GATE_detached_lmurrah.rvt7/15/2017 2:12:36 PM1-SPL-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACANOPY FLOOR PLAN07-14-2017S12014 1/2" = 1'-0"1PARKING CANOPYNPLANNORTHNOTE: ELEVATION REFERENCE 47'-0" IS EQUAL TO ARCHITECTURAL ELEVATION 0'-0" ON SHEETS A2.0 AND A3.0ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDSOUTH PARKING LOTREVISIONS# DATE DESCRIPTION BYCONFORMED SET155
35' - 3"25' - 8"123456AB11-SPL-A30121-SPL-A3011-SPL-A20141-SPL-A2011-SPL-A201131-SPL-A30171-SPL-A30184 1/2" PRE-FINISHED ALUMINUM METAL DECKINGPRE-FINISHED ALUMINUM METAL GUTTERPRE-FINISHED ALUMINUM METAL GUTTERPRE-FINISHED ALUMINUM METAL GUTTER4 1/2" PRE-FINISHED ALUMINUM METAL DECKINGSLOPE 6:12SLOPE 6:12SLOPE 6:12SLOPE 6:12RIDGERIDGERIDGERIDGERIDGECOLUMN WITH INTERNAL DRAINAGE COLUMN WITH INTERNAL DRAINAGE COLUMN WITH INTERNAL DRAINAGE COLUMN WITH INTERNAL DRAINAGE 61-SPL-A30161-SPL-A30141-SPL-A30141-SPL-A301500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/2" = 1'-0"C:\Users\lmurrah\Documents\PARKING CONTROL GATE_detached_lmurrah.rvt7/15/2017 2:12:47 PM1-SPL-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACANOPY ROOF PLAN07-14-2017S12014 1/2" = 1'-0"1CANOPY ROOF PLANNPLANNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDSOUTH PARKING LOTREVISIONS# DATE DESCRIPTION BYCONFORMED SET156
TOP OF SLAB0"ABBEAM CLEAR14' - 0"RIDGE HEIGHT21' - 9"61210X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGE4 1/2" PRE-FINISHED ALUMINUM DECKING6" DIA. STEEL BOLLARD6" DIA. STEEL BOLLARD10X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGE4' - 0"UNDER CANOPY SURFACE MOUNTED LIGHTINGUNDER CANOPY SURFACE MOUNTED LIGHTINGTOP OF SLAB0"123456BEAM CLEAR14' - 0"5/8" THICK (3) COAT SMOOTH FINISH STUCCOPRE-CAST WALL COPING10X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGE4 1/2" PRE-FINISHED ALUMINUM DECKING612612RIDGE HEIGHT21' - 9"PARKING CONTROL GATESCURBPRE-FINISHED ALUMINUM GUTTER10X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGEPARKING CONTROL GATESCURBCURB4 1/2" PRE-FINISHED ALUMINUM DECKINGCONTROL SIGNAGEINTERNAL DRAINAGE COLUMN KEYHOLE4' - 0"6" DIA. BOLLARDS @ 48" ABOVE CURB - TYPINTERNAL DRAINAGE COLUMN KEYHOLETOP OF SLAB0"ABBEAM CLEAR14' - 0"RIDGE HEIGHT21' - 9"61210X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGEPARKING CONTROL GATESCURB4 1/2" PRE-FINISHED ALUMINUM DECKING6" DIA. STEEL BOLLARD6" DIA. STEEL BOLLARD10X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGEUNDER CANOPY SURFACE MOUNTED LIGHTINGUNDER CANOPY SURFACE MOUNTED LIGHTINGTOP OF SLAB0"123456BEAM CLEAR14' - 0"RIDGE HEIGHT21' - 9"10X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGE4 1/2" PRE-FINISHED ALUMINUM DECKING612612PARKING CONTROL GATESCURBPRE-FINISHED ALUMINUM GUTTER10X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGEPARKING CONTROL GATESCURBCURB4 1/2" PRE-FINISHED ALUMINUM DECKINGCONTROL SIGNAGEINTERNAL DRAINAGE COLUMN KEYHOLE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\PARKING CONTROL GATE_detached_lmurrah.rvt7/15/2017 2:12:56 PM1-SPL-A201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACANOPY ELEVATIONS07-14-2017S12014 1/4" = 1'-0"4SOUTH ELEVATION 1/4" = 1'-0"1EAST ELEVATION 1/4" = 1'-0"2NORTH ELEVATION 1/4" = 1'-0"3WEST ELEVATIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDSOUTH PARKING LOTREVISIONS# DATE DESCRIPTION BYCONFORMED SET157
TOP OF SLAB0"123456BEAM CLEAR14' - 0"RIDGE HEIGHT21' - 9"1-SPL-A301610X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGE4 1/2" PRE-FINISHED ALUMINUM DECKING612612PARKING CONTROL GATESCURBPRE-FINISHED ALUMINUM GUTTER10X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGEPARKING CONTROL GATESCURBCURB4 1/2" PRE-FINISHED ALUMINUM DECKING10X6 PRE-FINISHED ALUMINUM BEAMADD "BIRD SPIKES" THROUGHOUT ALL EXPOSED BEAMS ON UNDERCARRIAGE OF CANOPY SYSTEMCONTROL SIGNAGEUNDER CANOPY SURFACE MOUNTED LIGHTINGUNDER CANOPY SURFACE MOUNTED LIGHTINGUNDER CANOPY SURFACE MOUNTED LIGHTINGTOP OF SLAB0"ABBEAM CLEAR14' - 0"RIDGE HEIGHT21' - 9"1-SPL-A30131-SPL-A301461210X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGEPARKING CONTROL GATESCURB4 1/2" PRE-FINISHED ALUMINUM DECKING6" DIA. STEEL BOLLARD6" DIA. STEEL BOLLARD10X6 PRE-FINISHED ALUMINUM COLUMN WITH INTERNAL DRAINAGEADD "BIRD SPIKES" THROUGHOUT ALL EXPOSED BEAMS ON UNDERCARRIAGE OF CANOPY SYSTEMCONTROL SIGNAGEUNDER CANOPY SURFACE MOUNTED LIGHTINGUNDER CANOPY SURFACE MOUNTED LIGHTING6124 1/2" DECKCUSTOM 1/8" ANGLE10 X 6 RIDGE BEAMSCREW, 14B x 3/4" SS W/NEOPRENE WASHERAT EACH DECK BOTTOM.040 RIDGE CAP6 X 6 BEAM6 X 6 TUBE4 1/2" DECK6 X 6 BEAMI.B.P. W/ 4- 1/2" SS FASTENERSSIM. 3" DECK1'-0"1'-0"WATERWATERWATER6 X 6 BEAM10 X 6 TUBEWELDED CONNECTION10 X 6 COLUMN6" GUTTERSCUPPER6" FASCIACUSTOM 1/8" ANGLETO 10 X 6 TUBEBOLTED TO 10 X 6 COL.4 1/2" DECKFASCIA TIE BACK STRAP10 X 6 RIDGE BEAM6 X 6 BEAMCUSTOM 1/8" ANGLE4 1/2" DECKSIM. 3" DECKWATERWATERWATER10 X 6 TUBE10 X 6 COLUMN6" GUTTERSCUPPER6" FASCIACUSTOM 1/8" ANGLEBOLTED TO 10 X 6 COL.10 X 6 BEAM3/8" X 1'-2" X 10"PLATE WELDED TO HIP BEAM4 1/2" DECKFASCIA TIE BACK STRAP10 X 6 TUBEBOLTED TO 10 X 6 COL.10 X 6 COLUMN 4- SS FASTENERSCONNECTED TO 10 X 6 COL.DRILL AND TAP6" GUTTERSCUPPER10 X 6 HIP BEAM1/4" IBP W/ 2- 1/2" SS FASTENERS10 X 6 BEAM10 X 6 BEAM10 X 6 BEAM500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\PARKING CONTROL GATE_detached_lmurrah.rvt7/15/2017 2:13:07 PM1-SPL-A301PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACANOPY SECTIONS07-14-2017S12014 1/4" = 1'-0"1SECTION 1/4" = 1'-0"2SECTION 1 1/2" = 1'-0"3RIDGE DETAIL 1 1/2" = 1'-0"4EAVE DETAIL 1 1/2" = 1'-0"5RIDGE BEAM DETAIL 1 1/2" = 1'-0"6EAVE DETAIL 2 1 1/2" = 1'-0"8CORNER DETAIL 1 1/2" = 1'-0"7BEAM CONNECTION DETAILREVISIONS# DATE DESCRIPTION BYCONFORMED SET158
11-S001 1-S30111-S001 1-S10113' - 0"UNKREST
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11-S001 1-S10311-S001 1-S50111-S001 1-S50221-S001 1-S10321-S001 1-S30121-S001 1-S10511-S001 1-S106 1/64" = 1'-0"12/19/2015 12:06:59 PM1-S001ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE FIRST FLOOR PLAN - STRUCTURALSCOPE OF WORK07-14-2017S12014REVISIONS# DATEDESCRIPTIONBY 1/64" = 1'-0"PHASE I: COMPOSITE PLAN FIRST FLOOR PLAN - STRUCTURAL SCOPE OF WORKNNORTHJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S001.dwg Jul 12, 2017 - 2:29pm daranCONFORMED SET159
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[FL-343][HW-54_]ALTERNATE COUNTERFLASHURETHANE SEALANT
@ 24" O.C.TRI-BEAD TAPE SEALER[HW-504]
RIGID INSULATION(NOT BY MBCI)RAKE ANGLE2" x 4" x 14 GA.@ 24" O.C. (PRE-DRILL ANGLE)@ 24" O.C.[HW-7500][HW-230][FL-291][HW-504][FL-285](2 PER CLIP)14-13 x ___ DECKSCREW [FASTENER #15_]BEND UP 2")(FIELD CUT ANDSUPERLOK PANEL (NOT BY MBCI)VAPOR BARRIER(MIN. 22 GA. THICKNESS)(NOT BY MBCI)METAL DECK
STRUCTURAL ANGLEWOOD BLOCKING(CENTER IN SLOT)(NOT BY MBCI)(NOT BY MBCI)[HW-7712]@ 24" O.C.
PARAPETWALL
PARAPET RAKE FLASHINGTRI-BEAD TAPE SEALERLOW RAKE SUPPORT ANGLEPARAPET RAKE CLEATBEARING PLATELOW FLOATING CLIP3/8"
BUILDING DIM.(MIN.)2"18"
[FASTENER #1E]SELF-DRILLER W/WASHER1/4-14 x 1 1/4 LONG-LIFE[FASTENER #5]TEK 2 SELF-DRILLER1/4-14 x 1 1/4 SHOULDERSELF-TAPPER [FASTENER #13]10-12 x 1 PANCAKE HEAD
ANCHOR [FASTENER #11]1/4 x 1 1/4 MASONRY
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11-S001 1-S20331-S001 1-S203 1/64" = 1'-0"12/19/2015 12:07:22 PMORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE SECOND FLOOR PLAN - STRUCTURALSCOPE OF WORKS12014REVISIONS# DATEDESCRIPTIONBY 1/64" = 1'-0"PHASE I: COMPOSITE SECOND FLOOR PLAN - STRUCTURAL SCOPE OF WORKNNORTHJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S002.dwg Jul 12, 2017 - 2:29pm daran1-S00207-14-2017CONFORMED SET160
JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S003.dwg Jul 12, 2017 - 2:30pm eavilesS120141/4" =1'-0"ABBREVIATIONS AND STRUCTURAL NOTES1-S003GENERAL STRUCTURAL NOTESTHE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THEBUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TODETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OFTHE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THEADDITION OF ANY NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS,NEEDLING OR TIE DOWNS. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'SPROPERTY AFTER COMPLETION OF THE PROJECT.CONSTRUCTION LOADS SHALL NOT EXCEED DESIGN LIVE LOADS. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL DESIGN REQUIRED TO SUPPORT CONSTRUCTIONLOADS AND EQUIPMENT USED FOR THE PROJECT.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENFORCE ALL APPLICABLE SAFETYCODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING CONSTRUCTIONTO REMAIN, IF ANY. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIREDOR REPLACED TO THE SATISFACTION OF THE OWNER AND ARCHITECT AT NO COST TOOWNER.SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: A) SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. B) SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS. C) SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D) SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. E) FLOOR AND ROOF FINISHES. F) DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: A) PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. B) ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C) CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, OR PLUMBING FIXTURES. D) SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS.ATTACHMENT OF ALL MECHANICAL EQUIPMENT TO THE STRUCTURE, INCLUDING, BUTNOT LIMITED TO HVAC ROOFTOP UNITS, ROOFTOP UNIT CURBS, ETC. ARE THERESPONSIBILITY OF THE MECHANICAL ENGINEER AND MECHANICAL CONTRACTOR.EXPANSION BOLTING:UNLESS NOTED OTHERWISE ON PLANS OR IN SECTIONS, ALL EXPANSION BOLTS INCONCRETE SHALL BE "HILTI KWIK BOLT 3 EXPANSION ANCHORS". ANCHORS USED INEXTERIOR APPLICATIONS SHALL BE HOT-DIP GALVANIZED CARBON STEEL OR STAINLESSSTEEL.EPOXY ANCHORING:UNLESS NOTED OTHERWISE ON PLANS OR IN SECTIONS, ALL EPOXY ANCHORS FOR USEIN APPLICATIONS INVOLVING MASONRY SHALL BE EITHER: A) HILTI HIT HY 70 ADHESIVE ANCHORING SYSTEM. B) SIMPSON STRONG-TIE AT HIGH STRENGTH ACRYLIC-TIE ANCHORING ADHESIVE.EPOXY ANCHORS NOTED ABOVE SHALL BE INSTALLED USING MESH SLEEVES, IFREQUIRED, PROVIDED BY THE MANUFACTURER FOLLOWING MANUFACTURERSINSTRUCTIONS.UNLESS NOTED OTHERWISE ON PLANS OR IN SECTIONS, ALL EPOXY ANCHORS FOR USEIN APPLICATIONS INVOLVING CONCRETE SHALL USE EITHER: A) HILTI HIT HY 200 ADHESIVE ANCHORING SYSTEM. B) SIMPSON STRONG-TIE AT HIGH STRENGTH ACRYLIC-TIE ANCHORING ADHESIVE.IN ALL CASES, ALTERNATE ANCHORS MAY BE CONSIDERED WITH PRIOR APPROVALFROM THE STRUCTURAL ENGINEER.INSTALL ALL ANCHORS FOLLOWING MANUFACTURER'S INSTALLATION INSTRUCTIONS.INSPECTION:AN APPROVED INDEPENDENT TESTING LABORATORY SHALL PROVIDE INSPECTIONAND TESTING SERVICES PER ASTM E329. REPORTS SHALL BE SENT DIRECTLY TO THEOWNER, ARCHITECT, STRUCTURAL ENGINEER AND CONTRACTOR. CONCRETE TESTREPORTS SHALL ALSO BE SENT TO THE READY MIX SUPPLIER. SUCH SERVICES SHALLINCLUDE:FOUNDATIONS: BEARING SURFACE.CONCRETE: DESIGN MIX DATA, DAILY POUR REPORTS, CYLINDER TESTS, ENTRAINED AIR TESTS AND TEMPERATURE. RECORD AND REPORT SLUMP FOR EACH TRUCK BEFORE AND AFTER ADDITION OF HRWR.REINFORCEMENT: PLACEMENT, TYPE, SIZE AND GRADE OF STEEL.STRUCTURAL STEEL: PLACEMENT AND CONNECTION.MASONRY: MORTAR CUBES, MASONRY PRISMS, SIZE AND LOCATION OF PIERS, USE OF PROPER MASONRY UNITS, REINFORCING PLACEMENT AND GROUTING OPERATIONS.EARTH FILL: CERTIFICATION OF ALL FILL MATERIAL AND IN-PLACE DENSITY TESTS.SPECIAL INSPECTIONS:PROVIDE SPECIAL INSPECTIONS PER CHAPTER 17 OF FBC.SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR.SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THEAPPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE.CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THEWORK UNLESS OTHERWISE SPECIFIED.THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE CITY TO PERFORM THE TYPESOF INSPECTION SPECIFIED.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOROR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANYWORK THAT REQUIRES SPECIAL INSPECTION.ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TOREMOVAL.SUBMIT WRITTEN REPORTS WITHIN TWO DAYS OF TESTING TO ENGINEER OF RECORD.FABRICATION AND PLACEMENT SUBMITTALS:DURING THE BIDDING PERIOD, PROMPTLY NOTIFY ARCHITECT IN WRITING IF, IN THECONTRACTOR'S OPINION, ANY PORTION OF THE WORK, INCLUDING CONNECTIONS ANDSPLICING OF MEMBERS, IS NOT CLEARLY INDICATED IN THE CONTRACT DOCUMENTS, ORIF THE DESIGN INTENT OF INDIVIDUAL MEMBERS, CONNECTIONS, AND THE STABILITY OFTHE STRUCTURE AS A WHOLE ARE NOT CLEARLY UNDERSTOOD FROM THE DOCUMENTS.SHOP DRAWINGS SHALL BE CHECKED AND COORDINATED WITH OTHER MATERIALS ANDCONTRACTS BY THE GENERAL CONTACTOR AND BEAR CHECKER'S INITIALS BEFOREBEING SUBMITTED TO THE ARCHITECT FOR APPROVAL.SHOP DRAWINGS ARE THEN TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TOENGINEERS REVIEW.DOCUMENTS WILL SUBMITTED TO THE ENGINEER FOR REVIEW OF CONFORMANCE WITHTHE PLANS AND SPECIFICATIONS AT LEAST 21 DAYS BEFORE REQUIRED FOR ORDERINGOR INSTALLATION AT THE JOB SITE.STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION DELAYS DUE TOINADEQUATE SCHEDULING OF SHOP DRAWING REVIEW.THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDED TO HELP THE ENGINEER VERIFYHIS DESIGN CONCEPT.THE ENGINEER WILL REVIEW THE SHOP DRAWINGS FOR GENERAL DIMENSIONS ANDELEVATIONS, MEMBER SIZES, AND STRENGTH OF CONNECTIONS.PROPRIETARY PRODUCTS REQUIRE PHYSICAL PROPERTIES OF MATERIAL AND ANYPREPARATIONS FOR INSTALLATION OR APPLICATION METHODS.CUSTOM FABRICATED ITEMS REQUIRE FABRICATION AND PLACEMENT DRAWINGSOF ALL MATERIALS. THESE DRAWINGS MUST INCLUDE PLANS AND DETAILS OF DECKMATERIAL WITH ANY INSTALLATION SEQUENCE; LOCATION OF JOINTS; FASTENINGTYPE AND SPACING; AND PROPERTIES OF MATERIALS.DESIGN CALCULATIONS ARE NECESSARY FOR ALL STRUCTURAL MEMBERS WITHDETAILS, LOCATIONS, AND LOADS ON ANY CONNECTIONS TO OTHER BUILDINGMATERIALS.AIR CONDITIONING, PLUMBING, AND OPERATING EQUIPMENT REQUIRE THELOCATIONS OF ANY OPENINGS AND CONNECTION METHODS TO ANY STRUCTURALPARTS OF THE BUILDING.IF THE FABRICATOR HAS BEEN AUTHORIZED TO USE THE ARCHITECTURAL AND/ORSTRUCTURAL ENGINEER'S DRAWINGS AS ERECTION DRAWINGS, THE FABRICATORMUST REMOVE ALL TITLE BLOCKS, PROFESSIONAL SEALS, LOGOS AND ANY OTHERREFERENCES TO THE ARCHITECT AND ENGINEER FROM THAT ERECTION DRAWING.THE FABRICATOR'S NAME AND TITLE SHALL BE PLACED ON THE DRAWINGS.ANY SUBMITTAL OF A DETAIL SHEET WITH ADDED INFORMATION SHALL BEACCOMPANIED BY LOCATION PLAN IDENTIFYING THE MEMBERS INVOLVED ANDCLOUDING AROUND ADDED INFORMATION.ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEWSHALL BE BY A REGISTERED STRUCTURAL ENGINEER, AND SUBMITTAL SHALL BESEALED BY THE ENGINEER. THE ENGINEER MUST BE REGISTERED WITH THE STATETHE PROJECT IS LOCATED WITHIN.CHANGES AND MODIFICATIONS:SUBMIT WRITTEN REQUEST TO THE ARCHITECT FOR APPROVAL OF ANY PROPOSEDCHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.SPLICING, CUTTING, NOTCHING AND OTHER ALTERATIONS TO STRUCTURALMEMBERS IS PROHIBITED WITHOUT WRITTEN AUTHORIZATION OF THE STRUCTURALENGINEER.ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT DOCUMENTS, ANDCORRECTION THEREOF, IS THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATIONS:THE FOUNDATION DESIGN OF THIS PROJECTS WAS BASED ON ASSUMED BEARINGCAPACITY OF 2500 PSF.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER OF RECORDIMMEDIATELY IN THE EVENT THAT THE SOIL CONDITION ENCOUNTERED VARY FROMTHOSE SHOWN ON BORING LOGS.ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY A SOILS TESTINGLABORATORY PRIOR TO PLACEMENT OF CONCRETE.FOUNDATION BEARING SURFACES SHALL BE INSPECTED UNDER THE DIRECTION OFTHE PROJECT GEOTECHNICAL ENGINEER.COMPACT ALL FILL TO 98% OF OPTIMUM LABORATORY DENSITY IN ACCORDANCEWITH ASTM D698 STANDARD PROCTOR METHOD.ELEVATIONS OF THE EXISTING FOOTINGS ARE BASED ON THE BEST INFORMATIONAVAILABLE TO THE DESIGNERS. IT IS ANTICIPATED THAT THERE WILL BEVARIATIONS BETWEEN THE ACTUAL EXISTING FOUNDATIONS AND WHAT IS SHOWNON THE DRAWINGS.THE FOOTINGS SHOWN ARE TO BE USED AS A BASIS FOR BIDDING.UNIT COSTS AS SUBMITTED ON THE PROPOSAL FORM FOR IN-PLACE CONCRETE(CY), EXCAVATION (CY), AND REINFORCING STEEL (LB), SHALL APPLY TO ANYVARIATIONS IN THE FOUNDATIONS AND PIERS.CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING,SHEATHING, AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FORALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTIONOF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCEWITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.DO NOT BACKFILL AGAINST FOUNDATION OR BASEMENT WALLS UNTIL FLOORSLAB/FRAMING IS IN PLACE OR PERMISSION IS OBTAINED FROM THE ARCHITECT.EXCEPT FOR CANTILEVER RETAINING WALLS OR UNLESS NOTED OTHERWISE ONDRAWINGS, SUBGRADE WALLS ARE SUPPORTED BY THE FLOOR ABOVE AND BELOW.PROPER TEMPORARY BRACING MAY BE USED IN LEIU OF THE FLOOR SUPPORTBASED ON THE DESIGN BY A PROFESSIONAL ENGINEER.ALL FOOTINGS ARE TO REST ON FIRM, LEVEL, UNDISTURBED SOIL OR ENGINEEREDFILL, OF BEARING CAPACITY NOTED, REGARDLESS OF ELEVATIONS SHOWN ONDRAWINGS.WHERE ROCK OR SHALE IS THE BEARING MATERIAL, PROVIDE 6" DEEPPENETRATION. ALL SOIL SURROUNDING AND UNDER FOOTINGS SHALL BEPROTECTED FROM FROST ACTION AND FREEZING DURING THE COURSE OFCONSTRUCTION.VERIFICATION AND INSPECTION TASKCONTINUOUSDURINGTASK LISTEDPERIODICALLYDURINGTASK LISTED1. Verify materials below footings are adequate toachieve the design bearing capacity.YYTABLE 1704.7REQUIRED VERIFICATION AND INSPECTION OF SOILSFREQUENCY OFINSPECTION2. Verify excavations are extended to proper depth and have reached proper material.3. Perform classification and testing of controlled fill materials.4. Verify use of proper materials, densities and liftthickneses during placement and compaction ofcontrolled fill.5. Prior to placement of controlled fill, observe subgradeand verify that site has been prepared properly.--REQUIREDFORPROJECTYYYYYYY--------YTHE FOLLOWING SHOP DRAWINGS AND CALCULATIONS, WHEN APPLICABLE, AREREQUIRED FOR SUBMITTAL FOR STRUCTURAL REVIEW: A) STRUCTURAL STEEL B) SPLICED REINFORCING C) CONCRETE MIX DESIGNS D) STEEL DECK E) LIGHT GAGE METAL STUD FRAMING F) UNISTRUTS FOR PIPE SUPPORTSSHOULD ANY OF THE GENERAL NOTES CONFLICT WITH ANY DETAILS OR INSTRUCTIONS ONPLANS OR IN THE SPECIFICATIONS, THE STRICTEST PROVISON SHALL GOVERN.REFER TO AIA DOCUMENT A201, "GENERAL CONDITIONS OF THE CONTRACT FORCONSTRUCTION" FOR GENERAL CONDITIONS.REFER TO THE SPECIFICATIONS FOR: QUALITY OF WORK, PERFORMANCE, STRENGTH ANDPHYSICAL REQUIREMENTS FOR MATERIALS, STANDARDS, CODES AND REGULATIONS (EXCEPTAS NOTED HEREIN) AND GUARANTEES.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, CONDITIONS RELATED TOEXISTING CONSTRUCTION, AND EXISTING SERVICES IN THE FIELD PRIOR TO COMMENCINGWORK. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WHICHMAY EXIST.ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS SHALL BEBROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER.STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS,TECHNIQUES, SEQUENCES, OR PROCEDURES OF CONSTRUCTION SELECTED BY THECONTRACTOR.DO NOT SCALE DRAWINGS.PARTS OF THE STRUCTURE AFFECTED BY OPENINGS RELATED TO MECHANICALREQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. THE GENERALCONTRACTOR SHALL VERIFY THESE CONDITIONS WITH MECHANICAL AND OTHER TRADES ANDINCLUDE ANY ADDITIONAL COSTS IN BASE BID.ELEVATION MARK:NORTH ARROW:DETAIL BUBBLE:SECTION CUT:XWC WSSECTION NUMBERWHERE CUTWHERE SHOWNXWC WSXWC WSXWSXWSNT/SLAB0'-0"COLCENTERLINEOF COLUMN:SYMBOLS WALL SECTIONMARK:ELEVATIONMARK:TS1 (2,3,...)FOUNDATIONFND.THICKENED SLAB SCHEDULE MARKTYP.XXSPCYD.VERT.W.P.W/WWWFWD.XSPCW/OWF1 (1,2,...)U.N.O.INCH (ES)JT.JST.INT.INTERIORJOINTJOISTGA.IN.I.D.HT.GALV.HOR.FT.FTG.FSFRMG.GAUGEHORIZONTALGALVANIZEDINNER DIAMETERHEIGHTFAR SIDEFEET OR FOOTFRAMINGFOOTINGUNLESS NOTED OTHERWISEEXTRA STRONG PIPE COLUMNSTRIP FOOTING SCHEDULE MARKDOUBLE EXTRA STRONG PIPE COLUMNYARDTYPICALVERTICALWITHOUTWITHWOODSTEEL BEAMWELDED WIRE FABRICWORKING POINTMAT.MAX.MFR.MC1 (1,2,...)MECH.MB1 (1,2,...)K.LGTH.LT. GA.OPG.O.D.O.C.P.S.F.P.S.I.MISC.N.I.C.MIN.NSNOM.NS/FSN.T.S.REF.RF.REINF.REQMTS.REQD.P/CPAR.PL.R.D.PLY.P/CPREFAB.P.T.SYM.T&BT&GS.F.S.S.SPCSECT.STR.STL.STD.SPECS.SCHDL.TST/CBT/BMT/TBTHK.TB1 (1,2,...)T/SLABT/STLT/FTGT/TDS1 (2,3,...)FOOTING SCHEDULE MARKELECTRICALELEC.FIN. GR.FIN. FLR.F1 (2,3,...)FLR.F.D.EQ. SP.EXIST.EXP.EXT.ENGR.FLOOR DRAINFINISHED GRADEFINISHED FLOORFLOOREXTERIOREXPANSIONENGINEEREXISTINGEQUAL SPACEDE.F.EL.EJE.W.EA.DTL.DWG.DR.DN.DIST.EACH FACEEACH WAYELEVATIONEXPANSION JOINTEACHDRAWINGDISTANCEDETAILDRAINDOWNCONCRETE MASONRY UNITCONTROL OR CONSTRUCTION JOINTCONCRETE COLUMN SCHEDULE MARKSTEEL COLUMN SCHEDULE MARKCONCRETE BEAM SCHEDULE MARKCJCONTR.DEPT.DIA.DIM.CONT.CONST.CONC.CONN.CLR.COL.CONTRACTORCONTINUOUSDIAMETER(S)DIMENSIONDEPARTMENTCONNECTIONCONCRETECONSTRUCTIONCLEARCOLUMNC.M.U.C1 (2,3,...)CC1 (2,3,...)CB1 (2,3,...)C.Y.C.F.C.I.P.C.L.BRG.CCUBIC YARDCENTER LINECUBIC FEETSTEEL CHANNELCAST IN PLACEBEARINGAMERICAN WELDING SOCIETYAMERICAN CONCRETE INSTITUTEAMERICAN IRON AND STEEL INSTITUTEAMERICAN INSTITUTE OF STEEL CONSTRUCTIONBEAM SCHEDULE MARKA.I.S.I.B1 (1,2,...)BLK.BOT.BM.BETW/BLDG.ALUM.ARCH.ALT.A.W.S.BETWEENBUILDINGBLOCKBEAMBOTTOMALTERNATEALUMINUMARCHITECTURALABBREVIATIONS &A.I.S.C.A.C.IA.B.@#ANDANCHOR BOLTSATNUMBERLNEAR SIDE AND FAR SIDESCHEDULESTANDARD PIPE COLUMNTOP OF CONCRETE BEAMTURNED DOWN SLAB SCHEDULE MARKCONCRETE TIE BEAM SCHEDULE MARKTOP OF BEAMTUBE STEELTHICKTOP OF SLABTOP OF TIE BEAMTOP OF STEELTOP OF FOOTINGSTEELSECTIONSTANDARDSTRUCTURALSYMMETRICALSPECIFICATIONSTOP AND BOTTOMTONGUE & GROOVETOP OF....POUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHREFERENCEREQUIREDROOFPLYWOODROOF DRAINREINFORCEMENTREQUIREMENTSPREFABRICATEDSTAINLESS STEELSQUARE FEETOPENINGON CENTEROUTSIDE DIAMETERPLATEPRECASTPARALLELPRECAST CONCRETEPRESSURE TREATEDMASONRY BEAM SCHEDULE MARKMASONRY COLUMN SCHEDULE MARKMECHANICALMANUFACTURERMINIMUMNOMINALNEAR SIDENOT IN CONTRACTNOT TO SCALEMISCELLANEOUSMATERIALMAXIMUMSTEEL ANGLELIGHT GAUGELENGTHKIPINTERNAL PRESSURE COEFFICIENT (ENCLOSED FOR TERMINAL, SKYWALK, ETC.) GCPI = ±0.18TOPOGRAPHIC FACTOR Kzt=1.0 WIND DIRECTIONALITY FACTOR Kd=0.85 DESIGN AND LOADING1. THE STRUCTURAL DESIGN OF THIS BUILDING WAS BASED ON THE DESIGN CRITERIA:A. BUILDING CODE: FLORIDA BUIILDING CODE 2014 (5TH. EDITION)B. FLOOR: LIVE LOAD: 100 PSF (SLAB ON GRADE)D. ROOF: LIVE LOAD: 20 PSF DEAD LOAD: 25 PSFE. WIND:BASIC WIND SPEED: 112 MPH (3-SECOND GUST)ULTIMATE WIND SPEED: 144 MPH (3 SECOND GUST)RISK CATEGORY CLASSIFICATION: IIIWIND EXPOSURE CATEGORY: CPRESSURES PER ASCE7-10F. LIGHT GAGE PARTITIONS: 10PSFG. FLOOD LOAD: N/AC. INTERMEDIATE LEVEL: LIVE LOAD: 100 PSF DEAD LOAD: 85 PSFH. SPECIAL LOADS: N/A07-14-2017CONFORMED SET161
CAST-IN-PLACE CONCRETE CONSTRUCTION:ALL CONCRETE WORK IS TO BE IN ACCORDANCE WITH "SPECIFICATIONS FORSTRUCTURAL CONCRETE FOR BUILDING ACI 301", LATEST EDITION ASSUPPLEMENTED BY THE PROJECT SPECIFICATIONS.CONCRETE WORK IN COLD WEATHER SHALL CONFORM TO ALL REQUIREMENTS OFTHE LATEST EDITIONS OF ACI 306.1 "STANDARD SPECIFICATION FOR COLDWEATHER CONCRETING" AND ACI 306R "COLD WEATHER CONCRETING".CONCRETE WORK IN HOT WEATHER SHALL CONFORM TO ALL REQUIREMENTS OFTHE LATEST EDITION OF ACI 305R "HOT WEATHER CONCRETING". THE AIRTEMPERATURE, CONCRETE TEMPERATURE AND WIND VELOCITY SHALL BEENTERED INTO THE NONGRAPH FIGURE 2.1.5 TO DETERMINE IF PRECAUTIONSAGAINST PLASTIC SHRINKAGE ARE REQUIRED.ALL CONCRETE CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST EDITIONSOF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318-14" ANDACI DETAILING MANUAL, EXCEPT THAT CONSTRUCTION AND REMOVAL OF FORMSAND RESHORING SHALL BE INSPECTED BY THE CONTRACTOR'S ENGINEER.CONCRETE SHALL DEVELOP A COMPRESSIVE STRENGTH IN 28 DAYS OF: A) FOR ISOLATED, SPREAD & TRENCH FOUNDATIONS: 3000 PSI B) FOR GRADE BEAMS, CAISSON CAPS & ALL OTHER CONCRETE: 4000 PSIADMIXTURES: A) USE HIGH RANGE WATER REDUCER (HRWR) FOR ALL SLABS ON GRADE AND SLABS ON METAL FORM. ASTM C494. B) ALL CONCRETE EXPOSED TO WEATHER OR VEHICULAR TRAFFIC SHALL CONTAIN AND APPROVED AIR-ENTRAINING AGENT. USE 6% ENTRAINED AIR, PLUS 1%/MINUS 1.5%. C) THE USE OF CALCIUM CHLORIDE AND ADMIXTURES CONTAINING CALCIUM CHLORIDE IS PROHIBITED.FLYASH CONTENT, IF APPROVED IN ADVANCE BY ENGINEER, SHALL BE LIMITEDTO 25% OF TOTAL CEMENTITIOUS MATERIAL.GROUND GRANULATED BLAST FURNACE SLAG (GGBFS) IS NOT PERMITTEDREINFORCEMENT: A) REINFORCING STEEL SHALL BE PER ASTM A615 GRADE 60, 60,000 PSI YIELD. B) REINFORCING BARS FOR WELDED APPLICATIONS SHALL CONFORM TO ASTM A706, 60 KSI YIELD STRENGTH. ALL BENDING TO BE DONE AFTER WELDING. C) EPOXY COATED REINFORCING BARS PER ASTM A615. USE EPOXY COATED BARS IN FROST SLABS. D) WELDED WIRE FABRIC SHALL BE OF FLAT SHEETS AND CONFORM TO ASTM A185. E) WELDED WIRE FABRIC IN SLAB-ON-GRADE APPLICATIONS SHALL BE SUPPORTED BY "MESH-UPS" AS MANUFACTURED BY LOTEL, INC. (HTTP://WWW.LOTEL.COM/MESHUPS.HTML). USE ONE - 2" MESH-UP PER 3 SQUARE FEET. F) WIRE MESH REINFORCEMENT SHALL LAP ONE MESH SIZE AT SIDES AND ENDS AND BE WIRED TOGETHER. REINFORCING FOR SLABS SHALL BE IN THE MIDDLE OF SLAB UNLESS NOTED OTHERWISE. DEPTH SHALL BE MAINTAINED AND SUPPORTED AS REQUIRED DURING PLACEMENT OF CONCRETE. G) NO TACK WELDING OF REINFORCING STEEL WILL BE PERMITTED. H) WHERE REINFORCING IS SHOWN CONTINUOUS THROUGH CONSTRUCTION JOINTS, MECHANICAL BAR SPLICE DEVICES MAY BE USED. SIZES AND TYPES SHALL BE SELECTED TO DEVELOP THE FULL TENSION STRENGTH OF THE BAR. SUBMIT FOR APPROVAL BY STRUCTURAL ENGINEER.IN REINFORCED CONCRETE WALLS AND TRENCH FOOTINGS PROVIDE CORNERDOWELS OF SAME SIZE AND SPACING AS HORIZONTAL REINFORCING.PROVIDE THE FOLLOWING ADDITIONAL REINFORCING AT OPENINGS IN CONCRETEWALLS: A) 1-#5 AT EACH FACE OF WALL AT EACH OPENING. EXTEND 2'-0" BEYOND OPENING (TYPICAL). B) 1-#5 X 4'-0" LONG AT EACH FACE OF WALL DIAGONALLY AT EACH CORNER.ALL WALL FOOTING REINFORCING SHALL EXTEND THROUGH CENTERLINE OFCOLUMN FOOTINGS.FURNISH BAR SUPPORTS WHERE NECESSARY DURING CONSTRUCTION.PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT PER CRSIRECOMMENDATIONS.PROVIDE PLASTIC-COATED (NOT PLASTIC-TIPPED) OR STAINLESS STEEL CHAIRS INALL CONCRETE EXPOSED TO VIEW IN COMPLETE STRUCTURE.ALL KEYS IN CONCRETE WALLS SHALL BE 2"X4" UNLESS NOTED OTHERWISE.PROVIDE A MINIMUM OF 2-#4 BARS IN TOP OF ALL CONCRETE BEAMS WITHSTIRRUPS.SEE THESE DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OFOPENINGS IN SLABS AND WALLS.PIPES LARGER THAN 1 1/2"Ø SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETEEXCEPT WHERE SPECIFICALLY APPROVED BY ENGINEER. PIPES SHALL NOTDISPLACE OR INTERRUPT REINFORCING BARS. SPACE EMBEDDED PIPES AT AMINIMUM OF 3 DIAMETERS.PROVIDE 4" MINIMUM COVER FOR ALL STRUCTURAL STEEL BELOW GRADE.REINFORCING STEEL SHOP DRAWINGS SHALL INDICATE THE SEQUENCE IN WHICHLAYERS OF CROSSING REINFORCING SHOULD BE PLACED IN ORDER TO PRODUCETHE CORRECT OUTERMOST LAYERS AS INDICATED ON THE DRAWINGS.ALL CONCRETE ACCESSORIES EXPOSED TO WEATHER SHALL BE CORROSIONRESISTANT.CONCRETE SHALL BE DISCHARGED AT THE SITE WITHIN 1 1/2 HOURS AFTER WATERHAS BEEN ADDED TO THE CEMENT AND AGGREGATES. ADDITION OF WATER TO THEMIX AT THE PROJECT SITE WILL NOT BE PERMITTED. ALL WATER MUST BE ADDED ATTHE BATCH PLANT. SLUMP MAY BE ADJUSTED ONLY THROUGH THE USE OFADDITIONAL WATER REDUCING ADMIXTURE OR OR HIGH RANGE WATER REDUCINGADMIXTURE (HRWR).SEE ARCHITECTURAL AND DRAWINGS AND SPECIFICATIONS AND STRUCTURALPLANS FOR VAPOR BARRIER REQUIREMENTS. VAPOR BARRIER, WHERE REQUIRED,SHALL BE PLACED OVER COMPACTED GRANULAR SUBBASE.AT RE-ENTRANT CORNERS, PROVIDE (2)-#4 X 3'-0" LONG HORIZONTAL REINFORCINGAT TOP OF SLAB.4,0003,0005,000INCREASE SPLICE LENGTHBY THE FOLLOWING:INCREASE:* HORIZONTAL TOP BARS WITH GREATER THAN 12" OF CONCRETE BELOW . . .* BAR SPACING LESS THAN 3 BAR DIAMETERS . . . . . . . . . . . . . .* LIGHTWEIGHT CONCRETE . . . . . . .* EPOXY-COATED TOP BARS . . . . .* EPOXY-COATED OTHER BARS . . . .(INCREASED LENGTHS ARE CUMULATIVE)+30%+40%+30%+31%+50%BARSIZECONCRETESTRENGTH16"22"27"35"48"63"80"102"125"#3#4#5#6#7#8#9#10#1116"19"23"31"42"55"69"88"108"16"17"21"27"37"49"62"79"97"SUBMITTALS: A) SUBMIT DATA FOR PROPRIETARY MATERIAL AND ITEMS INCLUDING ADMIXTURES, CURING COMPOUND, INSERTS, ETC. B) SUBMIT SHOP DRAWINGS OF REINFORCEMENT SHOWING BAR SCHEDULES AND DIAGRAMS TOGETHER WITH PLACEMENT DRAWINGS COMPLYING TO ACI 315. C) SUBMIT PROPOSED CONCRETE MIX DESIGN INCLUDING DATA ON AGGREGATES AND CEMENT.SPLICES: A) LAP ALL COMPRESSION SPLICES 30 BAR DIAMETERS OF THE LARGER BAR. B) LAP ALL TENSION SPLICES IN ACCORDANCE WITH THE FOLLOWING TABLE:MINIMUM LAP SPLICE AND DEVELOPMENT LENGTH TABLE:WHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LAP DIMENSION OF THE SMALLERBAR.MINIMUM CONCRETE COVER FOR REINFORCING: LOCATION MINIMUM COVERCAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . . . . . . . . . 3"EXPOSED TO EARTH OR WEATHER: #6 AND LARGER . . . . . . . . . . . . . . . . . . 2" #5 AND SMALLER . . . . . . . . . . . . . . . . . 1 1/2"NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS & WALLS #11 AND SMALLER . . . . . . . . . . 3/4" BEAMS, GIRDERS, COLUMNS, PRINCIPAL REINF., TIES AND STIRRUPS . . . . . . . . . . . . 1 1/2"CONCRETE REINFORCING SHALL BE PLACED PER THE TOLERANCES OF ACI 117AND ACI 318.SLABS ON GRADE:CONTROL JOINTS SHALL BE CREATED BY SAW CUTS, 1/8" WIDE TO A DEPTHEQUAL 1/4 OF THE SLAB THICKNESS, LOCATED ON COLUMN CENTER LINES ANDAT 12'-0" (PLUS OR MINUS 5'-0") ON CENTER IN EACH DIRECTION, UNLESSNOTED OTHERWISE.CONSTRUCTION JOINTS SHALL BE KEYED AND LOCATED AT CONTROL JOINTINTERVALS.CURE ALL SLABS USING A MOISTURE-RETAINING COVER OR WET CURE PROCEDURES.KEY AND DOWEL OFF AREAWAYS AND OTHER PROJECTING ELEMENT TOSUPPORTING WALLS WITH #4 BARS AT 12" ON CENTER EXTENDING 1'-0" INTOSUPPORTING WALL UNLESS NOTED.PROVIDE FOUNDATION DOWELS FOR ALL WALLS, PIERS, AND COLUMNS SAME SIZEAND SPACING AS SUPPORTING STEEL.SLUMP SHALL BE MEASURED PRIOR TO THE ADDITION OF HRWR.IF FOUNDATIONS BEAR INTO SHALE OR ROCK, ELEVATIONS GIVEN AREAPPROXIMATE AND SHALL BE ADJUSTED TO SUIT FIELD CONDITIONS.SHALE PROTECTION MAY BE REQUIRED. CONSULT GEOTECHNICAL REPORT.BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE AT LEAST 3'-8" BELOW FINISHEDGRADE.STEP BOTTOM OF FOOTING, WHERE REQUIRED, AT A RATE OF 1 UNIT VERTICAL TO 2UNITS HORIZONTAL. MAXIMUM VERTICAL STEP TO BE 2'-0".WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SEWERS, BOTTOM OF FOOTINGSSHALL BE AT LEAST 8" BELOW INVERT ELEVATION OF SEWERS.KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES.USE LEAN CONCRETE (F'C=1500 PSI) FOR OVER-EXCAVATION OF FOOTINGS ANDREPLACEMENT OF WEAKENED SOIL.JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S004.dwg Jul 12, 2017 - 2:30pm daranS120141/4" =1'-0"1-S004MASONRY:MATERIALS:MINIMUM PRISM STRENGTH F'M = 1900 PSI (AVG./3 UNITS)HOLLOW LOAD BEARING UNITS ASTM C90SOLID LOAD BEARING UNITS ASTM C145CONCRETE BRICK ASTM C55MORTAR (TYPE S, 1800 PSI CUBE STRENGTH) ASTM C270BRICK (GRADE SW, TYPE FBS, 8000 PSI MIN STRENGTH) ASTM C216GROUT (COMPRESSIVE STRENGTH OF 3000 PSI MIN) ASTM C476REINFORCEMENT: A) PROVIDE HORIZONTAL JOINT REINFORCEMENT PER ASTM A82, EXTRA HEAVY WEIGHT, LADDER TYPE, GALVANIZED AFTER FABRICATION, AT 16" CENTERS VERTICALLY ABOVE GRADE AND AT 8" CENTERS VERTICALLY BELOW GRADE. HORIZONTAL REINFORCEMENT TO BE CONTINUOUS AROUND AND THROUGH ALL CORNERS USING FACTORY PREFABRICATED "CORNER" AND "TEE" SECTIONS. STOP HORIZONTAL REINFORCEMENT AT CONTROL JOINTS AND EXPANSION JOINTS. B) REINFORCING BARS PER ASTM A615, GRADE 60, LAP SPLICES 48 DIAMETERS MINIMUM AND GROUT SOLID INTO WALLS FULL HEIGHT. C) PROVIDE DOWELS INTO FOOTING TO MATCH WALL REINFORCING ABOVE. D) WELDING OF REINFORCING BARS, INCLUDING TACK WELDING, IS NOT PERMITTED.MASONRY ELEMENTS ARE DESIGNED IN ACCORDANCE WITH "BUILDING CODEREQUIREMENTS FOR MASONRY STRUCTURES" ACI 530 (LATEST EDITION),PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.MATERIALS AND CONSTRUCTION METHODS SHALL BE AS SPECIFIED IN"SPECIFICATIONS FOR MASONRY STRUCTURES" ACI 530.1 (LATEST EDITION),PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.DURING CONSTRUCTION, MASONRY WALLS ARE TO BE BRACED IN ACCORDANCEWITH "STANDARD PRACTICE FOR BRACING MASONRY WALLS UNDERCONSTRUCTION" BY THE COUNCIL FOR MASONRY WALL BRACING. CONTRACTOR ISSOLELY RESPONSIBLE TO MEET THESE REQUIREMENTS.WALLS SHOWN ON STRUCTURAL DRAWINGS ARE FOR CLARITY ONLY. SEEARCHITECTURAL DRAWINGS FOR THE LOCATION OF, AND COMPOSITION OFMASONRY WALLS EXCEPT PIERS.ALL HOLLOW UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTALAND VERTICAL EDGES OF FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN ALLCOURSES OF BEARING WALLS, PIERS, COLUMNS AND PILASTERS. STARTINGCOURSE ON FOOTINGS ADJACENT TO CELLS OR CAVITIES SHALL BE FILLED WITHGROUT.SOLID UNITS SHALL BE LAID WITH FULL HEAD AND BED JOINTS.COLLAR (VERTICAL LONGITUDINAL) JOINTS BETWEEN THE FACING AND BACKINGWYTHES IN WALLS SHALL BE COMPLETELY FILLED WITH MORTAR OR GROUT WHICHSHALL BE WORKED IN WITH A TROWEL.MORTAR PROTRUSIONS EXTENDING INTO CELLS OR CAVITIES TO BE GROUTEDSHALL BE REMOVED.IN MASONRY WALLS NO CHASES, RISERS, CONDUITS, OR TOOTHING OF MASONRYSHALL OCCUR WITHIN 17" OF CENTERLINE OF BEAM BEARING OR LOADCONCENTRATION.UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM OF 16" DEPTH OF SOLIDMASONRY UNDER THE BEARING ENDS OF ALL BEAMS AND LH AND DLH SERIESSTEEL JOISTS AND 8" DEPTH OF SOLID MASONRY UNDER THE BEARING ENDS OFALL SLABS, LINTELS AND K SERIES JOISTS.BOLTS OR ANCHORS SHALL BE EMBEDDED IN GROUT.INTERSECTING LOAD BEARING WALLS SHALL BE TIED TOGETHER IN MASONRY BONDUNLESS NOTED OTHERWISE.CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOTBE USED IN MORTAR OR GROUT.PROVIDE AN ADDITIONAL 2 - #5 BARS AT EACH SIDE OF ALL OPENINGS AS WELL ASABOVE AND BELOW EACH OPENING AND AT THE ENDS OF WALLS (INCLUDINGCONTROL JOINTS). BARS TO EXTEND A MINIMUM OF 24" PAST THE EDGE OFOPENINGS.ALL BEAM POCKETS IN MASONRY WALLS SHALL BE FILLED SOLID WITH SOLIDMASONRY OR CONCRETE.MASONRY VENEER TIES TO STUD WALLS: A) PROVIDE HOHMAN BARNARD X-SEAL SERIES WITH VEE WALL TIES OR APPROVED EQUAL. B) ANCHORS AND TIES SHALL BE HOT DIP GALVANIZED. C) WITH LIGHT GAGE METAL STUDS, SECURE WITH #10 HEX HEAD SCREWS WITH CORROSION RESISTANT ORGANIC POLYMER COATING AND NEOPRENE WASHERS. D) SPACE ANCHORS AT 16" HORIZONTAL AND VERTICAL TYPICALLY AND 8" VERTICALLY AT PERIMETER OF WALL PENETRATIONS.SUBMITTALS: A) SUBMIT DATA FOR MASONRY UNITS, MORTAR, GROUT, JOINT REINFORCING AND ACCESSORIES. B) SUBMIT SHOP DRAWINGS OF REINFORCEMENT SHOWING WALL ELEVATION, BAR SCHEDULES, DIAGRAMS AND DETAILS AS REQUIRED BY ACI 530.1.STRUCTURAL STEELMATERIALS:W AND S SHAPES . . . . . . . . . . . ASTM A992 OR A572, GRADE 50TS/HSS SHAPES . . . . . . . . . . . . ASTM A500, GRADE B, 46 KSIPIPE, TYPE E OR S, GRADE B . . . . . ASTM A501 OR A53OTHER SHAPES, INCLUDING BUT NOTLIMITED TO ANGLES, CHANNELS, BEARING,BASE AND CAP PLATES, ETC.) . . . . . . . ASTM A36, 36 KSIBOLTS (3/4" DIAMETER, TURN OF NUT METHODUNLESS NOTED OTHERWISE) . . . . . . . . . ASTM A325ANCHOR BOLTS . . . . . . . . . . . . . . . ASTM F1554WELDING ELECTRODE . . . . . . . . . . . . AWS E70XX COATED TYPE, LOW HYDROGEN CLASSIFICATION.DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TOTHE LATEST AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)SPECIFICATIONS.CONNECTIONS (WELDED OR HIGH STRENGTH BOLTED): A) NON-COMPOSITE MEMBERS: DESIGN CONNECTIONS FOR FULL STRENGTH OF MEMBER FOR SPAN PER AISC BEAM LOAD TABLES. B) COMPOSITE MEMBERS: SEE COMPOSITE BEAM DETAILS FOR CONNECTION REQUIREMENTS. C) A325SC WITH HARDENED WASHERS- USE FOR ALL MOMENT CONNECTIONS, WIND CONNECTIONS, HANGERS, AND OTHER CONNECTIONS AS NOTED ON DRAWINGS. D) A325N WITH HARDENED WASHERS- USE FOR ALL CONNECTIONS OTHER THAN SLIP CRITICAL CONNECTIONS. E) WHEREVER POSSIBLE, USE FRAMED BEAM CONNECTIONS AS LISTED IN TABLES II, III, OR IV OF AISC MANUAL OF STEEL CONSTRUCTION. THE LENGTH OF CONNECTION ANGLES SHALL BE NOT LESS THAN HALF THE "T" DISTANCE OF THE BEAM WEB. F) ONE SIDED CONNECTIONS WILL NOT BE PERMITTED UNLESS DETAILED ON THE DRAWINGS. G) BOTTOMS OF ALL CONNECTIONS SHALL BE AT LEAST 6" ABOVE FINISHED CEILING. H) ALL SLIP CONNECTIONS SHALL BE PROVIDED WITH A MEANS OF PREVENTING THE NUTS FROM UNTHREADING. I) USE STANDARD HOLES WITH THE FOLLOWING EXCEPTION: OVERSIZE HOLES ARE PERMITTED WHEN BOLTS ARE LOADED IN TENSION; SHORT SLOTTED HOLES ARE PERMITTED FOR SHEAR LOADING PERPENDICULAR TO THE SLOT. J) WHERE REACTION IS NOTED, DEVELOP SAME.PAINTING: A) PROVIDE 1 SHOP COAT AND ONE FIELD COAT OF RUST-INHIBITIVE PAINT. SEE SPECIFICATIONS FOR MORE INFORMATION. B) DO NOT PAINT BEAMS THAT ARE ENCASED IN CONCRETE OR TO RECEIVE SPRAY-ON FIRE PROOFING. C) OMIT PAINT AT SLIP CRITICAL CONNECTIONS AND AREAS TO BE WELDED.SHOP DRAWINGS ARE REQUIRED AND SHALL NOTE TYPE OF ELECTRODES, SIZE OFALL WELDS, AND TYPE AND SIZE OF ALL BOLTS. SHOP DRAWINGS SHALL BEPREPARED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER.ALL WELDING AND HIGH STRENGTH BOLTING MUST BE INSPECTED BY A QUALIFIEDTESTING LABORATORY. LABORATORY SHALL BE APPROVED BY THE ARCHITECTAND/OR ENGINEER.ALL WELDING SHALL CONFORM TO THE "CODE FOR ARC AND GAS WELDING INBUILDING CONSTRUCTION" OF THE AWS AND BE PERFORMED BY A RECENTLYCERTIFIED WELDER IN ACCORDANCE WITH AWS STANDARDS.SEQUENCE OF PLACING WELDS SHALL BE SUCH AS TO AVOID DISTORTION OFMEMBERS.WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTHREQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE,USE MINIMUM SIZE WELDS AS SPECIFIED IN AISC MANUAL OF STEELCONSTRUCTION, LATEST EDITION.NO WELDING OR FINAL BOLTING SHALL BE DONE UNTIL STRUCTURE HAS BEENPROPERLY ALIGNED.BEAMS BEARING ON MASONRY SHALL HAVE ANGLE WALL ANCHORS AS SHOWN INTHE AISC MANUAL EXCEPT ANGLES SHALL BE WELDED TO THE BEAMS.PROVIDE 1/2"X8X0'-8 BEARING PLATES FOR ALL WALL BEARING BEAMS UNLESSNOTED OTHERWISE.ALL LOOSE BEAM LINTELS SHALL HAVE 8" MINIMUM BEARING UNLESS NOTED.PROVIDE 9/16"Ø ROUND HOLES AS REQUIRED BY ARCHITECTURAL DRAWINGS FORWOOD NAILERS.ALL STRUCTURAL STEEL BEAMS AND COLUMNS ADJACENT TO MASONRY SHALLHAVE 1 1/2 X 1/8" STRAP ANCHORS AT 2'-8"OC OR APPROVED EQUAL.PROVIDE 1/16" DRAW FOR EACH 10'-0" LENGTH OF BRACING.ATTACHMENT OF ALL MECHANICAL EQUIPMENT TO THE STRUCTURE, INCLUDING,BUT NOT LIMITED TO HVAC ROOFTOP UNITS, ROOFTOP UNIT CURBS, ETC. ARE TOBE SPECIFIED BY THE MECHANICAL ENGINEER AND MECHANICAL CONTRACTOR.LOOSE LINTEL SCHEDULE:USE 1 ANGLE FOR EACH 4" OF MASONRY WALL THICKNESS. UNLESS NOTEDOTHERWISE ON DRAWINGS, USE THE FOLLOWING FOR LOOSE LINTELS OVERDOORS, WINDOWS, DUCTS, AND MISCELLANEOUS OPENINGS. (3 1/2" LEG OF ANGLETO BE HORIZONTAL): ANGLE SIZE SPAN (MAX) MASONRY BEARING, EACH ENDL 4 X 3 1/2 X 5/16" UP TO 4'-0" 6"L 5 X 3 1/2 X 5/16" OVER 4'-0" TO 5'-0" 6"L 6 X 3 1/2 X 5/16" OVER 5'-0" TO 6'-6" 8"OUTERMOST ANGLE EXPOSED TO EXTERIOR SHALL BE 3/8" THICK MINIMUM ANDHOT-DIP GALVANIZED.STEEL JOISTS:STEEL JOISTS SHALL CONFORM TO AND BE ERECTED IN ACCORDANCE WITH THELATEST STEEL JOIST INSTITUTE (SJI) SPECIFICATIONS.STEEL JOISTS SHALL BE DESIGNED FOR THE NET UPLIFT FORCES INDICATED IN THEDESIGN LOADS.PROVIDE STEEL JOIST END ANCHORAGE, BRIDGING, AND BRIDGING ANCHORAGE INACCORDANCE WITH STANDARD SPECIFICATIONS OF THE SJI, LATEST EDITION.WELD STEEL JOIST BEARING ENDS TO STEEL SUPPORTS OR BEARING PLATES.SEE PAINTING SPECIFICATIONS FOR ALL PAINTING REQUIREMENTS. PROVIDE SHOPPRIME AND RUST-INHIBITIVE PAINT.ALL "K" SERIES JOISTS TO HAVE 3/8X4X0'-10 BEARING PLATES WITH TWO 1/2"ØANCHOR BOLTS X 18" LONG +2" HOOK UNLESS NOTED OTHERWISE.JOISTS ON COLUMN CENTERLINES OR NEAREST TO COLUMN CENTERLINES SHALLBE ANCHORED BY BOLTING.ALL JOISTS AT OR NEAREST COLUMN CENTERLINES SHALL BE BOLTED WITH 2-1/2"ØBOLTS AND SHALL BE WELDED AFTER ERECTION.EXTEND JOIST BEARING END 1" MINIMUM PAST CENTERLINE OF SUPPORTING BEAMWHERE POSSIBLE.ADJACENT JOISTS OF SAME DEPTH ARE TO HAVE WEB MEMBERS IN LINE TO PERMITPASSAGE OF MECHANICAL DUCT WORK.JOIST EXTENSIONS, WHETHER CANTILEVERED OR SUPPORTED, SHALL PROVIDE AMINIMUM LOAD SUSTAINING CAPACITY EQUAL TO THE JOIST.BOTTOM CHORDS OF STEEL TIE JOISTS SHALL NOT BE ATTACHED TO SUPPORTINGSTEEL FRAMING UNTIL AFTER THE DEAD LOAD OF THE ROOF OR FLOOR SYSTEMHAS BEEN INSTALLED. TEMPORARY BRACING OF STEEL FRAMING IS REQUIREDUNTIL ALL BOTTOM CHORD TIE JOIST CONNECTIONS ARE COMPLETED.NO MECHANICAL. ELECTRICAL, OR OTHER EQUIPMENT SHALL BE SUSPENDED FROMBRIDGING.PROVIDE JOIST REINFORCING AT CONCENTRATED LOADS NOT LOCATED AT PANELPOINTS. SEE DETAILS.PROVIDE 5" DEEP BEARING ENDS FOR STANDARD JOISTS WHICH HAVE A COMMONBEARING WITH LONG SPAN JOISTS.AT LONG SPAN JOISTS, HORIZONTAL TOP AND BOTTOM BRIDGING MAY BE USED INPLACE OF DIAGONAL BRIDGING ONLY WHERE REQUIRED TO PERMIT PASSAGE OFDUCT WORK. NO MORE THAN TWO ADJACENT JOIST SPACES MAY HAVEHORIZONTAL BRIDGING.METAL DECK:DECK - GENERAL:NO MECHANICAL, ELECTRICAL, OR OTHER EQUIPMENT SHALL BE SUSPENDED FROMMETAL DECK.ALL DECK SHALL BE GALVANIZED PER ASTM A653, CLASS G60.DECK SHALL HAVE A MINIMUM YIELD STRESS OF 33 KSI.MATERIALS FOR FLOOR AND ROOF DECK SHALL CONFORM TO ASTM A611, GRADESC, D, OR E.UNITS SHALL BE CONTINUOUS OVER THREE OR MORE SPANS, EXCEPT WHERE THEFRAMING DOES NOT PERMIT.SHORING MAY BE REQUIRED AT NON-CONTINUOUS SPANS. DECK SHOP DRAWINGSSHALL INDICATE WHERE SHORING WILL BE REQUIRED.DECK SHALL BEAR 2" MINIMUM AT ALL SUPPORTS.ALL WELDING OF STEEL DECK SHALL BE DONE BY CERTIFIED LIGHT GRADEWELDERS IN ACCORDANCE WITH AWS D1.3 "SPECIFICATIONS FOR WELDING SHEETSTEEL IN STRUCTURES". FLOOR DECK - NON-COMPOSITE: A) DECK AND ANCHORAGE SHALL BE PER STEEL DECK INSTITUTE (SDI) "SPECIFICATIONS FOR NON-COMPOSITE STEEL FLOOR DECK". B) METAL FLOOR DECK SHALL BE GALVANIZED NON-COMPOSITE TYPE, WITH ADEQUATE CAPACITY TO SUPPORT WET LOAD OF CONCRETE PLUS CONSTRUCTION LIVE LOAD IN ACCORDANCE WITH SDI SPECIFICATIONS FOR NON-COMPOSITE STEEL FROM DECK. C) WELD DECK TO SUPPORTING STEEL THROUGH WELDING WASHERS. D) DECK LAY-UP SHALL BE MULTIPLE SPAN UNSHORED. WHEN LOCAL CONDITIONS REQUIRE, PROVIDE SHORING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ROOF DECK: A) DECK AND ANCHORAGE SHALL BE PER STEEL DECK INSTITUTE (SDI) "SPECIFICATIONS FOR STEEL ROOF DECK". B) METAL ROOF DECK SHALL BE GALVANIZED AND SIZE AND GAUGE SHOWN ON DRAWINGS. C) DECK MANUFACTURER SHALL PROVIDE RIDGE AND VALLEY PLATES, STEEL CANT. STRIPS AND SUMP PANS AS REQUIRED TO PROVIDE A FINISH SURFACE FOR INSULATION AND ROOFING. D) DECK LAY-UP SHALL BE MULTIPLE SPANS, WELDED TO SUPPORT. E) METAL DECK SHALL BE WIDE RIB WITH NESTING SIDE SEAMS OF DEPTH AND GAGE INDICATED ON THE DRAWINGS. F) ATTACHMENT: METAL DECK SHALL BE ATTACHED TO ALL SUPPORTING STEEL WITH PUDDLE WELDS (5/8"Ø MINIMUM) OR POWER ACTUATED FASTENERS AT 12" CENTERS (5 PER SHEET MINIMUM). SIDE LAP CONNECTIONS SHALL BE MADE WITH #10 SELF TAPPING SCREWS AT A MAXIMUM OF 3'-0" CENTERS.(5)-#10 SELF TAPPINGSCREW MIDWAYBETWEEN SUPPORTS OR3'-0"OC MAXIMUM.DECK SUPPORT(MAY VARY)5/8"Ø PUDDLE WELD OR 0.157"Ø ORPOWER ACTUATED FASTENER - MIN. 7PER SHEET AT EACH DECK SUPPORT(THROUGH DOUBLE SHEET THICKNESSAT SIDE LAP).NOTE:PERIMETER WELDS OR POWERACTUATED FASTENERS PARALLELTO CORRUGATIONS TO BE5/8"Ø PUDDLE WELDS AT12"OC.DECK ATTACHMENT NOTES:TIGHT DECK TO SUPPORT CONTACT SHALL BE MAINTAINED AT ALL WELDLOCATIONS.WELDING ROD AMPERAGE AND BURN OFF RATE SHALL BE DETERMINED BY FIELDTESTING AS FOLLOWS: A 20'-0" LONG SECTION OF DECK SHALL BE ANCHORED TO A STEEL BEAM WITH TWO WELDS AT 6"OC. LEVERAGE SHOULD BE APPLIED TO THE PANEL. YIELDING SHOULD NOT BE NOTED AROUND WELD AND SUDDEN SEPARATION SHOULD NOT OCCUR ON THE CONTACT PLANE. SHOULD EITHER OCCUR, WELDING TIME AND/OR WELDING AMPERAGE SHALL BE ADJUSTED UNTIL ADEQUATE WELDING IS ACCOMPLISHED.TYPICAL DECK ATTACHMENT DETAIL36"PRE-ENGINEERED COLD-FORMED METAL FRAMING:ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE"AMERICAN IRON AND STEEL INSTITUTE" (AISI) "SPECIFICATION FOR THE DESIGN OFCOLD-FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION.COLD FORMED, LIGHT GAGE METAL FRAMING INCLUDING STUDS, JOISTS, RAFTERS,TRUSSES AND TRACKS SHALL BE PER ASTM A653, AND SHALL BE GALVANIZED INACCORDANCE WITH ASTM A924 WITH A MINIMUM OF G60 COATING.MINIMUM YIELD STRESS (FY) FOR 16 GA MEMBERS AND HEAVIER = 50 KSIMINIMUM YIELD STRESS (FY) FOR MEMBERS LIGHTER THAN 16 GA = 33 KSI (UNLESSNOTED OTHEWISE)MINIMUM SIZES SHOWN ARE AS IDENTIFIED BY "THE STEEL STUD MANUFACTURERSASSOCIATION" (SSMA).CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER REGISTERED IN THESTATE OF FLORIDA. DESIGN AND DETAIL ALL LIGHT GAGE TRUSSES, JOISTS,RAFTERS, BEARING WALLS, CURTAIN WALLS, CONNECTIONS, ETC.STEEL TRUSSES, BEAMS AND RAFTERS SHALL BE LOCATED DIRECTLY OVER LOADBEARING STUDS OR STEEL ELEMENTS.LOAD BEARING STUDS SHALL BE FITTED TIGHTLY AND SECURED INTO TRACKS. ALLRUNNER TRACKS NOT SPECIFICALLY CALLED FOR ON THE STRUCTURAL DRAWINGSSHALL BE 12 GAUGE X 2" DEEP.PARTITIONS AND CURTAIN WALLS SHALL HAVE DEFLECTION TRACKS WITH AMINIMUM OF 1" DEFLECTION UNLESS NOTED OTHERWISE.PROVIDE 14-GAUGE WEB STIFFENERS WHERE NECESSARY AT REACTIONS POINTSAND AT ALL CONCENTRATED LOADS.FLOOR BRIDGING SHALL BE INSTALLED IMMEDIATELY AFTER JOISTS ARE ERECTEDAND BEFORE CONSTRUCTION LOADS.PROVIDE CLIP ANGLES OR OTHER ACCESSORIES AS REQUIRED FOR A COMPLETEINSTALLATION.ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TOPERPENDICULAR MEMBERS, OR AS REQUIRED FOR AN ANGULAR FIT AGAINSTABUTTING MEMBERS.STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO BOTH FLANGESOF BOTH UPPER AND LOWER RUNNERS.FRAMING OF OPENINGS SHALL INCLUDE HEADERS AND SUPPORTING STUDS.UNPUNCHED MEMBERS SHALL BE USED FOR ALL JOISTS, HEADERS, ANDACCESSORIES. PUNCHOUTS IN STUDS SHALL BE A MINIMUM OF 10" FROM THE ENDOF THE STUD.NO SPLICES IN STUDS, JOISTS, OR HEADERS IS PERMITTED.DIAGONAL STRAP BRACING SHALL BE CONNECTED AT ALL STUDS CROSSINGVERTICAL OR ANGULAR MEMBERS.SEQUENCING OF WELDS SHALL BE SUCH TO AVOID DISTORTION OF MEMBERS.REPLACE ALL MEMBERS WHICH ARE BURNED THROUGH OR DISTORTED DURINGWELDING OPERATIONS.TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION ISCOMPLETE.RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BEPROVIDED BY GYPSUM BOARD AND GYPSUM SHEATHING ON EACH FACE PER AISISPECIFICATION, SECTION 5.1 OR HORIZONTAL STRAPS OR COLD ROLLED CHANNELSBRACING SHALL BE PROVIDED AT 5'-0 OC MAXIMUM.MINIMUM SECTIONS FOR CONSTRUCTION (UNLESS NOTED OTHERWISE ON PLANSOR SECTIONS): A) LOAD BEARING WALLS: 600S162-54 B) NON-LOAD BEARING WALLS: 400S162-33 C) TRUSS CHORDS: 600S162-43 D) TRUSS WEB: 400S162-43MINIMUM LOADS: A) EXTERIOR WALLS: 1) TYPICAL - 35 PSF WIND LOAD 2) CORNERS - 45 PSF WIND LOAD 3) DEFLECTION - L/360 TYPICAL 4) DEFLECTION - L/600 FOR STUD BACKUP OF BRICK VENEER B) ROOF TRUSSES: 1) TOP CHORD DEAD LOAD - 15 PSF 2) BOTTOM CHORD DEAD LOAD - 10 PSFDOUBLE VERTICAL STUDS SHALL BE STITCH WELDED TOGETHER ON BOTH FLANGESWITH 1/16" GROOVE WELDS X 1" LONG AT 12" ON CENTER.ALL SHEET METAL SCREWS SHALL PROTRUDE 1/4" MIN THROUGH METAL FRAMING.ALL METAL STUDS SHALL HAVE STIFFENED FLANGES. SEE MANUFACTURER'SSPECIFICATIONS AND RECOMMENDATIONS.ALL CONNECTIONS ARE TO BE SCREWED WITH MINIMUM OF (4) #12-14 SCREWS OREQUIVALENT WELDS AS NOTED.STUDS ARE TO EXTEND DOWN TO FOUNDATION OR OTHER SUPPORT POINTS ASNEEDED.SUBMITTALS:A) SUBMIT SHOP DRAWINGS SHOWING LAYOUT, SPACING, SIZES AND TYPES OF FRAMING, FASTENING, AND ANCHORAGE DETAILS, INCLUDING MECHANICAL FASTENERS. SHOW REINFORCING CHANNELS, OPENING FRAMING, STRAPPING, BRACING, BRIDGING ACCESSORIES AND CONNECTION DETAILS.B) SUBMIT SEALED CALCULATIONS FROM A PROFESSIONAL ENGINEER REGISTERED IN THE FL CALCULATIONS SHALL INCLUDE DATA SHEETS IDENTIFYING MEMBER MANUFACTURER, MEMBER PROPERTIES, DETAILS OF ASSEMBLY, CONNECTION VALUES, AND BRACING.EXISTING CONDITIONSPRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALLEXISTING CONSTRUCTION, ELEVATIONS AND CONDITIONS. ANY CONDITIONSDISCOVERED IN VARIANCE WITH DESIGN DOCUMENTS SHALL BE BROUGHTTO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. CONTRACTOR ISRESPONSIBLE FOR PROTECTING ALL EXISTING CONSTRUCTION TO REMAIN.ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED ORREPLACED TO THE SATISFACTION OF THE OWNER AND ARCHITECT AT NOCOST TO THE OWNER.ABBREVIATIONS AND STRUCTURAL NOTES07-14-2017CONFORMED SET162
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DAREAKEEPOUT GENERATORLOADING DOCK AREASCREENING AREAJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S005.dwg Jul 12, 2017 - 2:30pm daranS12014NTS1-S005WIND LOADING TABLES (C&C)1.03-79.01-47.401.03-78.08-46.851.03-75.29-45.171.03-74.36-44.621.03-79.01-47.401.03-78.08-46.851.03-75.29-45.171.03-74.36-44.621.03-130.13-78.081.03-102.25-61.351.03-65.07-39.041.03-37.18-22.311.0346.48-51.12 27.89-30.671.0344.15-48.80 26.49-29.281.0340.43-45.55 24.26-27.331.0338.11-42.76 22.87-25.651.0336.25-40.90 21.75-24.541.0346.48-65.07 27.89-39.041.0344.15-60.42 26.49-36.251.0340.43-53.45 24.26-32.071.0338.11-48.80 22.87-29.281.0336.25-44.15 21.75-26.491.0316.00-46.48 9.60-27.891.0316.00-46.48 9.60-27.891.0316.00-44.15 9.60-26.491.0316.00-41.839.60-25.101.0316.00-83.66 9.60-50.191.0316.00-74.36 9.60-44.621.0316.00-60.42 9.60-36.251.0316.00-51.12 9.60-30.671.0316.00-130.13 9.60-78.081.0316.00-106.89 9.60-64.141.0316.00-74.36 9.60-44.621.0316.00-51.12 9.60-30.67ZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)WALL PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEZONEEFFECTIVE WINDCOEFFICIENTULTIMATE DWPNOMINAL DWPPNETPNETROOF OVERHANG PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATE1101201501100210220250210031032035031004104204504100420051052055051005200110120150110021022025021003103203503100AREAEFFECTIVE WINDAREAZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)EFFECTIVE WINDAREA1.16-98.40 -59.041.16-97.35-58.411.16-94.21-56.531.16-93.17-55.901.16-98.40-59.041.16-97.35-58.411.16-94.21-56.531.16-93.17-55.901.16-155.98-93.591.16-124.57-74.741.16-82.70-49.621.16-51.29-30.781.1661.76-67.00 37.06-40.201.1659.15-64.38 35.49-38.631.1654.96-60.72 32.97-36.431.1652.34-57.58 31.40-34.551.1650.25-55.48 30.15-33.291.1661.76-82.7037.06-49.621.1659.15-77.4635.49-46.481.1654.96-69.61 32.97-41.771.1652.34-64.38 31.40-38.631.1650.25-59.15 30.15-35.491.1625.12-61.76 15.07-37.061.1622.51-61.76 13.50-37.061.1620.94-59.15 12.56-35.491.1619.89-56.53 11.93-33.921.1625.12-103.64 15.07-62.181.1622.51-93.17 13.50-55.901.1620.94-77.46 12.56-46.481.1619.89-67.00 11.93-40.201.1625.12-155.98 15.07-93.591.1622.51-129.8113.50-77.881.1620.94-93.17 12.56-55.901.1619.89-67.00 11.93-40.20ZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)ZONEEFFECTIVE WINDCOEFFICIENTULTIMATE DWPNOMINAL DWPPNETPNET1101201501100210220250210031032035031004104204504100420051052055051005200110120150110021022025021003103203503100AREAEFFECTIVE WINDAREAZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)EFFECTIVE WINDAREAL O A D I N G DO C K WALL PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF OVERHANG PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATES C R E E N I N G A R E A NTSPHASE I: WIND LOADING TABLESNNORTH07-14-2017CONFORMED SET163
6" CONCRETE SLAB W/#4@12O.C. EA. WAY CTRD IN SLABOVER 6" COMPACTED GRAVELT/SLABEL. +0'-0" S.J.S.J.S.J.S.J.length = 15ft max.width= 15ft max.(8ft min.)(TYP.)(8ft min.)(TYP.)T/BOND BEAMEL. 5'-4"A12T/SLABEL. +0'-0" T/SLABEL. +0'-0" TRUCK WELLEL. -4'-0" P2P2P2P3CP3CP3CP3CP2P2P2P2P2P2P2P2P2P2P2P2P2P3P2P2P2P2P2P2P2P2P2P218'-0"36'-8"110'-0"2'-0"40'-0"WF2.5WF2.5WF2.5WF2.5WF2.5WF2.5WF2.0WF2.0BCD71-S101 1-S10261-S101 1-S102T/BOND BEAMEL. +5'-4"T/BOND BEAMEL. +5'-4"T/BOND BEAMEL. +5'-4"T/BOND BEAMEL. +5'-4"T/BOND BEAMEL. +5'-4"T/BOND BEAMEL. +3'-4"61-S101 1-S102P2P2P22'-8"2'-8"8'-0"4'-0"6'-0"2'-0"3'-4"12'-8"8'-0"2'-8"3'-4"5'-4"3'-4"2'-8"8'-0"3'-4"8'-0"4'-0"8'-0"4'-0"21-S101 1-S10221-S101 1-S10251-S101 1-S10231-S101 1-S10211-S101 1-S10241-S101 1-S10271-S101 1-S10221-S101 1-S10221-S101 1-S10231-S101 1-S10231-S101 1-S10231-S101 1-S10221-S101 1-S10221-S101 1-S10291-S1011-S10251-S101 1-S10280°3'-4"6'-0"6'-0"3'-4"3'-4"5'-4"P2P2HVAC ACCESSREFER TO MECH. DWGS.SEE DETAIL ON THIS SHEET(TYP. FOR ALL SLABS)TRENCH DRAINSEE CIVIL DWGS. FORADDITIONAL INFORMATIONWF4.5WF4.53'-4"P21'-4"11-S101 1-S1028'-0"10'-8"8'-0"4'-0"P28'-0"9'-4"(FS)(FS)WF5FELT BOND BREAKERNOTE:LOCATE JOINTSAS SHOWN ONFOUNDATION PLANT/2T/212" OF COMPACTEDSUBGRADE#6 SMOOTH DOWEL 18"LG AT 18"O.C.SUPPORT ON WIREBASKET SUPPORTSFIRST SUPPORT TO BELOCATED 2'-0" FROMCONTROL JOINTINTERSECTIONST/4TSOFTCUT W/"SOFTSAW"1/4" MAX12" OFCOMPACTEDSUBGRADE1. EXTERIOR WALLS2. INTERIOR LOAD BEARING WALLS3. INTERIOR PARTITION WALL CORNERS AND JAMBS4. INTERIOR NON-LOAD BEARING WALLS WHERE NOTED ON PLANMASONRY WALL REINFORCING DETAILSSHOWN ON TYPICAL EXTERIOR WALLFOOTING SHALL APPLY TO ALL OF THEFOLLOWING:(UNLESS NOTED OTHERWISE)AT EACHJAMB (TYP.)AT WALLCORNERVERTICALREINFORCING8" CMU#5 @ 40" O.C.MASONRY WALL SCHEDULESYMBOL THICKNESSREINFORCING8" CMU#5 VERTICAL @ EACH CELL GROUTED SOLID.WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING @16" O.C. HORIZONTAL. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUNDENCASED STEEL.NOTES:1. ADJACENT TO ANY EXTERIOR WALL OPENING, PROVIDE 8" X 16" FULLY GROUTED CMU PIERW/ (1) #5 EACH CELL FULL HEIGHT.2. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX.WF2.52'-6"(3) #5 CONT.FOOTING SCHEDULEMARK WIDTHREINF.JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S101.dwg Jul 12, 2017 - 2:30pm daranS12014LOADING DOCKBUILDINGORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONWEST1'-4""t"VERTICALHORIZONTALP2P3(2) #5(1 EACH CELL)REINFORCEMENTPLAN DIMENSIONSMARKMASONRY PILASTER SCHEDULE(1 EACH CELL)(3) #5SEE ENGINEERING NOTES ANDSECTIONS & DETAILSSEE ENGINEERING NOTES ANDSECTIONS & DETAILS1/4" =1'-0" 1/4" = 1'-0"FOUNDATION PLANN
NORTHLOADING DOCK BUILDING FOUNDATIONPLAN1'-4"1'-4"P3C(1 EACH CELL)(3) #5SEE ENGINEERING NOTES ANDSECTIONS & DETAILS2'-0""t"WF2.02'-0"(2) #5 CONT.1-S101FIRST FLOOR TOP OF SLAB REFERENCE = 0'-0". 0'-0" IS FORREFERENCE ONLY. SEE CIVIL FOR NVGD ELEVATION.TOP OF FOOTINGS @ EL. (-2'-4") MIN. BELOW TOP OF SLABUNLESS NOTED OTHERWISE. BOTTOM OF FOOTING SHALLBE 16" MIN. BELOW ADJACENT FINISH GRADE. VERIFY ALLTOP OF FOOTING ELEVATIONS W/ ARCHITECTURALDRAWINGS PRIOR TO FABRICATION AND CONSTRUCTION.2.1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOTSHOWN. VERIFY ALL DIMENSIONS W/ ARCHITECTURALDRAWINGS PRIOR TO CONSTRUCTION.3.SEE ARCHITECTURAL AND MECHANICAL DRAWINGSFOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDEDITEMS.4.5.FOUNDATION PLAN NOTESFLOOR CONSTRUCTION: 5" CONCRETE FLOOR SLAB (f'c=4,000PSI) W/6x6, W1.4xW1.4 W.W.F. OR 1-1/2 LBS OF POLYPROPYLENEFIBERMESH PER CU. YD. OF CONCRETE ON 10 MIL VAPORBARRIER ON PREPARED SUBGRADE PER GEOTECHNICALREPORT. SEE ARCHITECTURAL FOR EXTENTS.6.WALLS ARE TO BE REINFORCED MASONRY WALLS. SEESCHEDULE AND SECTION FOR DETAILS.FOUNDATION LEGENDFX.0 DENOTES ISOLATED FOUNDATION TYPE. REFER TO SCHEDULE FOR DIMENSIONS AND REINFORCEMENT.WFX.0 DENOTES CONTINUOUS WALL FOUNDATION. REFER TO SCHEDULE FOR DIMENSION AND REINFORCEMENT.CFX.0 DENOTES ISOLATED COMBINATED FOUNDATION. REFER TO SCHEDULE FOR DIMENSION AND REINFORCEMENT.CJ DENOTES CONTRUCTION JOINTS.SCX DENOTES STEEL COLUMN. REFER TO SCHEDULE FOR SIZES AND GRADES.1N.T.S.CONTROL JOINT DETAILTYP. SLAB ON GRADE N.T.S.CONST. JOINT DETAILTYP. SLAB ON GRADE END OF MASONRY WALLNOT TO SCALEREINFORCING DETAIL ATWF4.51'-0" MIN.4'-6"(8) #5 CONT. #5 @ 12" O.C. TRANSV. REINF.DEPTHREMARKS1'-4" MIN.1'-4" MIN.#5 @ 10" O.C. TRANSV.#5 @ 10" O.C. TRANSV.07-14-2017(FS) DENOTES FOOTING STEP. REFER TO DETAIL 1/1-S102.(U.N.O.)WF51'-4" MIN.5'-0"(8) #5 CONT. #5 @ 12" O.C. TRANSV. REINF.10" CMU#6 @ 16" O.C.CONFORMED SET164
REF SLAB PLANFOR SLAB REINFREF FDN PLANFF ELVARIES11#3 AT 12" OC8'-0"2'-0"1'-8"2'-0"2'-0"2'-0"1'-8"(3) #4 CONT WITHCORNER BARS#3 AT 12" OC EW2" CLRSEE ARCH(PIT WIDTH)* VERIFY PIT WIDTH WITHEDGE LEVELERMANUFACTURER8/1-S102SLOPE 1/2"2'-0"SEE ARCH DRAWINGS112" CLR1'-8"8"#3x4'-0" DOWELS AT12" OC2'-0"#3 AT 12" OC EWCMU WALLBEYONDBUMPER PADREF ARCH1'-712"(3) #4 CONT WITHCORNER BARSL3x3x1/4 WITH 1/2" DIA x 0'-4"HSA AT 18" OC TOOL JOINTAT EDGE OF ANGLE TYPREF FDN PLAN FF EL #3 AT 12" OC2" CLR1'-8"2'-0"2'-0"512"11REF SLAB PLANFOR SLAB REINFNOTE:CONTRACTOR TO STITCH WELD DOCKLEVELER TO FRAME ANGLES PERMFR REQUIREMENTS.WATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFIOR EQUIVALENTSEE SCHEDULE FORREINFORCEMENTTOP OF SLABREF. ELEVATION = 0'-0"3/4"3/4"CLR.CLR.STD. ACI HOOKSEE SCEDULEMIN.EMBED.3"3"3"8"1'-4"COMPACTED FILL, SEEENG. NOTES SHT.1-S003SEE FOUNDATIONPLAN FOR MIN.REINFORCEMENT16"PROVIDE (1) #4 HOOK BAR OVER (1)#5 CONT. BAR SPACED @ 12" O.C.5" REINF. CONCRETE SLAB-ON-GRADE,SEE PLAN FOR REINFORCEMENT.24" MIN. LAP SPLICEREF. ELEV.= -1'-4" MIN.TOP OF FOUNDATIONSOLID GROUTED LINTLE TIE-BEAM(BOND-BEAM) WITH (1) #4 CONT. EVERY48" FROM BOTTOM TO TOP OF CMU WALLPROVIDE HORIZONTAL JOINT REINFORCINGFOR ALL MASONRY CONSTRUCTION. USE 9GAGE, GALVANIZED, LADDER TYPEREINFORCING CONFORMING TO ASTM A82,SPACED VERTICALLY AT 16" O.C. MAX.HORIZONTAL REINFORCEMENT (OPTION #2)HORIZONTAL REINFORCEMENT (OPTION #1)8"8" CMU WALLS SEE PLAN FORREINFORCING, SHT. 1-S1018" CMU STEM-WALL SEE PLANFOR REINFORCING, SHT. 1-S101VAPOR BARRIERTRUCK WELL SECTION3/4"3/4"CLR.CLR.2'-6"MIN.EMBED.3"3"3"1'-0"1'-4"SEE FOUNDATIONPLAN FOR MIN.REINFORCEMENT16"PROVIDE (1) #4 HOOK BAR OVER (1) #5CONT. BAR SPACED @ 12" O.C.REF. ELEV.= -6'-0" MIN.TOP OF FOUNDATIONVAPOR BARRIERSOLID GROUTED LINTLE TIE-BEAM(BOND-BEAM) WITH (1) #4 CONT. EVERY48" FROM BOTTOM TO TOP OF CMU WALLPROVIDE HORIZONTAL JOINT REINFORCINGFOR ALL MASONRY CONSTRUCTION. USE 9GAGE, GALVANIZED, LADDER TYPEREINFORCING CONFORMING TO ASTM A82,SPACED VERTICALLY AT 16" O.C. MAX.HORIZONTAL REINFORCEMENT (OPTION #1)HORIZONTAL REINFORCEMENT (OPTION #2)8" CMU WALLS SEE PLAN FORREINFORCING, SHT. 1-S101.8X8 CONC. THICKENEDEDGE W/ (1) #5 CONT. BAR8"REF GENERAL NOTES FORTRUCK DOCK SLABTOP OF SLABREF. ELEV.= -4'-0"REF. ELEVATION = 0'-0"TOP OF MAIN SLAB5" REINF. CONCRETE SLAB-ON-GRADE,SEE PLAN FOR REINFORCEMENT.PFJ AND SEALANTREF ARCHBUMPER PAD REF ARCH1/2"x1'-0"x1'-4" GALVANIZEDPLATE WITH (4) 1/2" DIA x0'-4"HSA EACH SIDE OF DOORCONCRETE WALL WITH#5 @ 12" O.C. VERTICAL WITH#4 @ 12" O.C. HORIZONTALWATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFI OREQUIVALENT5" REINF. CONCRETE SLAB-ON-GRADE,REF. TO PLAN FOR REINFORCEMENTREF. ELEV.= 0'-0" MIN.TOP OF FOUNDATIONCOMPACTED FILL, SEE GEN.NOTES ON SHT. 1-S003VAPOR BARRIER5"11"1'-0"11"11"SEE SCHEDULE FORREINFORCEMENT30" MIN. LAP SPLICEPROVIDE HORIZONTAL JOINT REINFORCINGFOR ALL MASONRY CONSTRUCTION. USE 9GAGE, GALVANIZED, LADDER TYPEREINFORCING CONFORMING TO ASTM A82,SPACED VERTICALLY AT 16" O.C. MAX.8" REINFORCED SOLID GROUTED MASONRYSTEM-WALL PROVIDE (1) #4 AT 16" O.C. MAX.AND (3) #5 AT ALL CORNERSSAME ASFTG. REINF.MAXIMUM STEP RATIO: 1 VERTICAL TO 2 HORIZONTALNOTE: FOOTING THICKNESS VARIES. DETAIL FOR INFORMATION ONLY. SEEPLANS FOR FOOTING SIZE AND THICKNESS.dFTG. REINF.2d (MIN)STD.LAPFTG.DEPTH6" MAX.d(2'-0"MAX.)STD.LAPFTG.DEPTH(1'-4" MIN.)OC G#5 @ 12" 0.C.1'-0"#5 @ 12" 0.C.8"2'-4" MINIMUM#5 AT 12"OC6'-0" MAX2X KEYCONTIN.4'-6"#5 @ 12" 0.C.2'-6"12"#5 @ 12" 0.C.#4 AT 12"O.C.#5 @ 12" 0.C.MIN2'-0"MINGUARDRAIL-SEE ARCHWATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFIOR EQUIVALENT3'-0"5'-0" (UON)TYP BOLLARD HEIGHT16" DIA CONC AT 4" POST24" DIA CONC AT 6" POST14" LONG #6 REBARS (4 EACHPOST)2"5'-0" MINGRADE LEVELSLOPE TO GRADE4" DIA CONC FILLED STEELGUARD POST, PAINTEDYELLOW W/ SMOOTH CROWNON TOP6" DIA CONC FILLED STEELGUARD POST, PAINTEDYELLOW W/ SMOOTH CROWNON TOPSEE ARCHITECTURALDRAWINGS FOR WALLCOMPOSITION ABOVEAND BELOW GRADEFINISHED FLOORSEE ARCHT'L DWGS.FOR THRESHOLDNOTES:1. SLAB TO BE 5" MINIMUM (INCLUDING FORM). FORM TO BE 1 1/2"GALVANIZED STEEL FORM DECK2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, SLOPE, ANDDEPRESSION OF SLAB.JAMB BEYONDXXXREF.SCHED.SEE TYPICAL EXTERIORWALL FOOTING DETAIL#4@10"SEE ARCHITECTURALDRAWINGS FOR WALLCOMPOSITION ABOVEAND BELOW GRADEFINISHED FLOORSEE ARCHT'L DWGS.FOR THRESHOLDJAMB BEYONDXXXSEE ARCHSIDEWALKRE: CIVILFIN FLR ELEVRE: ARCHPREMOLDEDREF. SCHEDULE15'-4" AFFTOP OF CMUCONCRETESLAB - SEECIVIL12" CMU BLOCKPROVIDE HORIZONTAL JOINTREINFORCING FOR ALL MASONRYCONSTRUCTION. USE 9 GAGE,GALVANIZED, LADDER TYPE REINFORCINGCONFORMING TO ASTM A82, SPACEDVERTICALLY AT 16" O.C. MAX.DOUBLE BOND BEAMW/(2)#5 CONT.2'-6" MIN. SPLICE12" BOND BEAMW/(1)#5 CONT.12" BOND BEAMW/(1)#5 CONT.10" CMU WALL. REFERTO MARONRY WALLSCHEDULE FOR REINF.4'-0"LINTEL SPAN4'-0"16" MIN. BRG.8" MIN. BRG.PRECAST LINTELOF PRECAST LINTELTO ALLOW PASSAGEPROVIDE HOLES IN BOTTOF VERTICAL STEEL(2) #5 HORIZONTAL CONT.ADD THIRD #5 VERTSOLID GROUTED CELL@ OPENINGS > 10'#5 VERT CENTERED IN1-#5 CONT.OPENINGS > 8' ONLYADD 2ND LAYER OFSTEEL @ EXTERIOR1-#5 CONT.OPENINGS GREATER THAN 8'-0"OPENINGS 8'-0" OR LESSALL DOWNCELLSSHOULD LINE UPTO FORM A CONTINUOUSGROUTED CELL FROMFOUNDATION TO TIE-BEAM.KEEP ALL MIS-ALLIGNEDCELLS WITHIN 4FT.OF MIDDLE-SECTIONOF WALL.(1) #5 HORIZONTALCONT.PROVIDE LINTEL BLOCK(U-BLOCK) ASREQUIREDPROVIDELINTEL BLOCK(U-BLOCK)AS REQUIREDPROVIDE LINTEL BLOCK(U-BLOCK) ASREQUIREDPROVIDE LINTEL BLOCK(U-BLOCK) ASREQUIREDEXTENDHORIZONTALSTEEL INTOWALL, FULLYGROUTEDEXTENDHORIZONTALSTEEL INTOWALL, FULLYGROUTEDPROVIDE HOLES INBOTT OF PRECASTLINTEL TO ALLOWPASSAGE OF VERTICALSTEEL#5 VERT INSOLID GROUTEDCELLJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S102.dwg Jul 12, 2017 - 2:30pm daranS120141/4" =1'-0"LOADING DOCK BUILDING FOUNDATIONSECTIONS & DETAILS1-S102FOOTING DETAILSCALE: 1/2" =1'-0"51-S102TYP. STEPPEDTYP. BOLLARD DETAILSCALE: 1/2"=1'-0"TYPICAL SLAB DETAILSCALE: 1/2" =1'-0"21-S102TYPICAL SLAB DETAILSCALE: 1/2" =1'-0"11-S102SECTIONSCALE: 3/4" =1'-0"31-S102TRUCKWELL SECTIONSCALE: 3/4" =1'-0"41-S102SECTIONSCALE: 3/4" =1'-0"61-S102DOCK LEVELER PITSCALE: 3/4" =1'-0"71-S102SIDE OF DOCK LEVELERSCALE: 3/4" =1'-0"81-S102TYP. STEPPEDFOOTING DETAILSCALE: 1/2"=1'-0"SECTIONSCALE: 3/4" =1'-0" @SECURITY WALL91-S10207-14-20173/4" = 1'-0"TYPICAL MASONRY WALL OPENINGCONFORMED SET165
10'-3" CLEAR8"8"5'-1"8"8"8'-2" CLEAR8"3'-8"13'-1034"8"8"EXISTING BUILDING(-5'-0")(-5'-0")(-5'-0")(-5'-0")(-2'-4")(-2'-4")31-S103 1-S10361-S103 1-S103ELEV.PIT51-S103 1-S103± 6'-9" (V.I.F.)EXISTING STEEL COLUMN RELOCATEDUP41-S103 1-S103SUMPPIT81-S103 1-S103EXIST. COL.F3EXIST. COL.F4EXIST. COL.F4EXIST. COL.F4EXISTINGSTEEL STAIRRELOCATED2625D2-#5 CONT.0'-0"F.F. ELEVF.F. ELEV. = 0'-3"ELEVATOR ROOM8'-2" CLEAR8"5" SLAB-ON-GRADEW/6x6-W2.1xW2.1 W.W.F.#4 @12" O.C.8" CMU W/ #5BARS @ 24" O.C.8" CMU W/#5BARS @ 24" O.C.8" CMU W/#5BARS @ 24" O.C.#5 @12" O.C.8"8"2'-0"5"3"#5 DOWEL@ 24" O.C.#5 DOWEL@ 24" O.C.1'-0" (TYP)1'-0"CONT. BONDBREAKER12" OF COMPACTEDSUBGRADE(2) #5 BARS TOPAND BOT. (TYP.)#6@12" O.C. E.W. TOPAND BOTTOM#5 @12" O.C.1'-0"#5 @12" O.C.1'-0"ELEV.= (-5'-0")ELEVATOR PIT2'-6" TYP.(-5'-0")F.F. ELEVATOR PIT#5@12" O.C. E.F.(2) #5 BARS TOPAND BOT. (TYP.)#5 @24" O.C.8"#4@12" O.C. E.F.#3 @ 12" O.C.#5@12" O.C. E.F.#4@12" O.C. E.F.1'-0"WATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFIOR EQUIVALENTWATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFIOR EQUIVALENT(2) #5 BARS TOPAND BOT. (TYP.)#4 @12" O.C.5" SLAB-ON-GRADEW/6x6-W2.1xW2.1 W.W.F.8"12" OF COMPACTEDSUBGRADEELEV.=0'-0"F.F. ELEV.1'-6" MIN.8"8"8"8"8"10'-3" CLEAR8"#4 @12" O.C.5" SLAB-ON-GRADEW/6x6-W2.1xW2.1 W.W.F.1'-0" (TYP)1'-0"ELEV.=0'-0"F.F. LELEV.DAMP-PROOFING (TYP)8"2'-6" TYP.12" OF COMPACTEDSUBGRADE8" CMU W/ #5BARS @ 24" O.C.#5 DOWEL@ 24" O.C.1'-0"#5 @12" O.C.1'-0"2'-6" TYP.1'-0"(2) #5 BARS TOPAND BOT. (TYP.)#5 @12" O.C.1'-0"(-5'-0")F.F. ELEVATOR PIT#5@12" O.C. E.F.#4@12" O.C. E.F.#6@12" O.C. E.W. TOPAND BOTTOM#5@12" O.C. E.F.#4@12" O.C. E.F.WATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFIOR EQUIVALENTWATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFIOR EQUIVALENT2'-0"2'-0"#6@12"1'-0"1'-0"8"1'-0"#6@12"8" CMU W/#5@24"O.C.MORTARFILL CELLS#5@24"O.C.DOWELSELEV.=(-5'-0")ELEVATOR PIT2'-6" MIN. SPLICEELEV.=0'-0"F.F. LELEV.1'-0"1'-0"ELEV.=(-7'-0")SUMP PIT(2) #5 BARS TOPAND BOT. (TYP.)#5 @12" O.C.#6@12" O.C. E.W. TOPAND BOTTOM#5@12" O.C. E.F.#4@12" O.C. E.F.WATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFIOR EQUIVALENT7'-734" CLEAR8"8"8"8'-4" CLEAR8"4'-1034" (V.I.F.)ELEV.PITEXISTING BUILDING101-S103 1-S10471-S103 1-S103± 11'-0" EXISTING FOOTING (V.I.F.)± 11'-0" EXISTING FOOTING (V.I.F.)EXISTING STEELCOLUMN (V.I.F.)91-S103 1-S103(-5'-0")(-5'-0")(-5'-0")111-S103 1-S10413J8"ELEV.=0'-0"F.F. LELEV.12" OF COMPACTEDSUBGRADE8" CMU W/ #5BARS @ 24" O.C.#5 DOWEL @ 24" O.C.(-1'-8") EXISTING FOOTINGF.F. ELEV. (V.I.F.)(-5'-0")F.F. ELEVATOR PITEXISTINGCONCRETE SLAB7'-734" CLEARELASTOMERICJOINT1'-0"#5 @12" O.C.1'-0"#5 @12" O.C.1'-0"5'-0"2'-6" TYP.2'-6" TYP.(2) #5 BARS TOPAND BOT. (TYP.)#5@12" O.C. E.F.#4@12" O.C. E.F.#5@12" O.C. E.F.#4@12" O.C. E.F.#6@12" O.C. E.W. TOPAND BOTTOMNOTE: CONTRACTOR MUST PROVIDETEMPORARY SHORING TO AVOIDUNDERMINING OF EXISTING FOOTINGWATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFIOR EQUIVALENT#5 @24" O.C.5" SLAB-ON-GRADEW/6x6-W2.1xW2.1 W.W.F.4"MIN.4"MIN.8"2'-0"8"ELEV.=0'-0"F.F. LELEV.2'-6" TYP. SPLICE8" CMU W/ #5BARS @ 24" O.C.8"1'-0"4 #4 CONT.#5 @ 12" O.C.EPOXYEMBEDDED 4" MIN.#4 @12" O.C.12" OF COMPACTEDSUBGRADE#4 @ 12"8"8"8"2'-0"(2) #5 BARS TOPAND BOT. (TYP.)#5 @12" O.C.2#5 CONT.1'-0"2'-4"JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S103.dwg Jul 12, 2017 - 2:30pm daranELEVATOR SHAFT STRUCTURAL PLAN ANDFOOTING SECTIONSS12014AS SHOWN1-S1031/4" = 1'-0"1LOADING DOCK ELEVATOR - FOUNDATION PLANELEVATOR PIT SECTION3 3/4" = 1'-0"SECTION4 3/4" = 1'-0"ELEVATOR PIT SECTION6 3/4" = 1'-0"SUMP PIT SECTION8 3/4" = 1'-0"2ELEVATOR NO.4 - FOUNDATION PLAN1/4" = 1'-0" @TERMINAL "B"ELEVATOR PIT SECTION9 3/4" = 1'-0"SECTION5 3/4" = 1'-0"SECTION7 3/4" = 1'-0"07-14-2017CONFORMED SET166
8"8'-4" CLEARELEV.=0'-0"F.F. LELEV.ELASTOMERICJOINT8" CMU W/ #5BARS @ 24" O.C.#5 DOWEL @ 24" O.C.EXISTINGCONCRETE SLAB1'-0"#5 @12" O.C.1'-0"#5 @12" O.C.1'-0"2'-6" TYP.2'-6" TYP.(2) #5 BARS TOPAND BOT. (TYP.)(2) #5 BARS TOPAND BOT. (TYP.)1'-0"1'-0"1'-0"ELASTOMERICJOINT8"EXISTINGCONCRETE SLAB(-5'-0")F.F. ELEVATOR PIT#6@12" O.C. E.W. TOPAND BOTTOM#5@12" O.C. E.F.#4@12" O.C. E.F.#5@12" O.C. E.F.#4@12" O.C. E.F.WATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFIOR EQUIVALENTWATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFIOR EQUIVALENT8"ELEV.=0'-0"F.F. LELEV.ELASTOMERICJOINT#5 @12" O.C.1'-0"(2) #4 BARS TOPAND BOT. (TYP.)1'-0"1'-0"EXISTINGCONCRETE SLAB(-5'-0")F.F. ELEVATOR PIT#5@12" O.C. E.F.#4@12" O.C. E.F.#6@12" O.C. E.W. TOPAND BOTTOM4"MIN.1'-6"WATERPROOFINGMEMBRANE SUCH ASMIRADRAIN BY MIRAFIOR EQUIVALENTEPOXYEMBEDDED 4" MIN.(6) #4 CONT AT DRAINCL OF TRENCHDRAIN ANDTHICKENED SLAB#4 AT 16" O.C. W/ ACI STDHOOKS1'-0"TYPDEPTH OFTRENCH DRAIN+6" MINWIDTH OFTRENCH DRAIN+1'-0" MIN3"CLR3"CLR3"CLRNOTE: REF ARCH FORLOCATIONS WHERE SLABSLOPES TO DRAINSLOPESLOPE12" WIDE METAL TRENCH DRAINBY ZURN MODEL Z882PERMA-TRENCH OR ENGINEERAPPROVED EQUAL4'-0"FROM FACE OF LOADING DOCK WALLEND BLOCKTO ROOFCONC. MORTAR1#4 FOOTINGMASONRY WALLS#5@40"O.C.RODS Ø 3/16" CROSS ROD #9 MIN LAP 6"#5@40"O.C.HEAVY DUTY HORIZONTAL TRUSSREINF.SUCH AS ``DUR-O-WAL'' EVERYOTHER COURSE TRUSS TYPE, SIDE2#4 CONT.RODS Ø 3/16" CROSS ROD #9 MIN LAP 6"OTHER COURSE TRUSS TYPE, SIDEREINF.SUCH AS ``DUR-O-WAL'' EVERYHEAVY DUTY HORIZONTAL TRUSS2#4 CONT.#5@40"O.C.CEMENT MORTARGROUT#5@40"O.C.CORNERS30Øb(2'-0"MIN)TYPICALBARS SAME SIZE &SPACING ASADJACENT BARSINTERSECTIONS30Øb(2'-0" MIN)TYPICAL6Øb TYP.3" MIN.6Øb TYP.(3" MIN.)NOTE: INSTALL BELOW UPPER LAYEROF SLAB REINFORCING3'-6"(2)#4(CTR ON CORNER)SEE NOTE ABOVE1111112"6"SEE PLAN FOR ADD'LSLAB REINF.SLAB EDGE(2)#4 X 2'-0"(CTR ON CORNER)SEE NOTE ABOVE6"6"JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S104.dwg Jul 14, 2017 - 7:32am daranELEVATOR SHAFT FOOTING SECTIONSS12014AS SHOWN1-S104ELEVATOR PIT SECTION10 3/4" = 1'-0"ELEVATOR PIT SECTION11 3/4" = 1'-0"07-14-2017MANSONRY WALLS MASONRY BLOCK WALLTIE COLUMN FOR CORNER OF TYPICAL DETAILS AT SIDES OF DOORSAND AT ENDS OF BLOCKS WALLSHORIZONTAL REINF.TRENCH DRAIN DETAIL12 3/4" = 1'-0"CORNER BAR DETAIL 3/4" = 1'-0"SLAB CORNER REINF. DETAIL 3/4" = 1'-0"CONFORMED SET167
COLCOLCOLCOLCOLCOL122'-0" (V.I.F.)6'-0" (V.I.F.)2'-6" (V.I.F.)EXISTING BUILDINGINTERIOR FACILITIES21(V.I.F.)EXISTING DOOR OPENINGCOLCOLCOLCOLCOLCOLCOLCOLCOL20'-0" (V.I.F.)3'-6" (V.I.F.)11" (V.I.F.)CC1CF6.22CC1CF6.22F.F.ELEV.0'-0"18'-0" NEW ROUGH OPENING (V.I.F)2'-0"2'-0"22'-0"9'-4" NEW ROUGH OPENING (V.I.F)2'-0"2EXISTING CMU WALLASSEMBLY TO REMAINEXISTING CONCRETESLAB TO BE DEMOLISHEDDEMOLITION LEGENDEXISTING WALL TO BEDEMOLISHED1DEMOLITION KEY NOTES2EXISTING CONCRETESLAB TO BE DEMOLISHED.EXISTING PARTIAL CMUWALL TO BE DEMOLISHED.DEMOLITION NOTESA. THE INTENT OF THE DEMOLITION PLANS IS TO SHOW THEGENERAL NATURE OF THE DEMOLITION SCOPE. THE GENERALCONTRACTOR IS RESPONSIBLE FOR VISITING THE JOB SITEAND VERIFYING THE EXISTING CONDITION. THE GENERALCONTRACTOR SHOULD NOTIFY THE ENGINEER IMMEDIATELYOF ANY DISCREPANCIES.B. COORDINATE AND VERIFY WITH THE OWNER ALL ITEMS TO BESALVAGED PRIOR TO DEMOLITION. THESE ITEMS MAYINCLUDE, BUT NOT LIMITED TO, THE FOLLOWING:1 ) GENERATOR FUEL LINES2) GENERATOR POWER SUPPLY CONDUITS AND WIRING.3) GENERATOR SWITCH CONDUITS AND WIRING.C. GENERAL CONTRACTOR IS TO MAINTAIN A SEPARATIONBETWEEN AREAS WITHIN THE SCOPE OF WORK AND AREASOUTSIDE OF THE SCOPE OF WORK BY PROVIDING PLASTICSHEATHING BETWEEN CONTIGUOUS SPACES AND/ORTEMPORARILY TAPING OF JOINTS AND GAPS TO PREVENTDUST MIGRATION.D. CAUSE NO DAMAGE TO EXISTING CONSTRUCTION TO REMAIN.TAKE CARE NOT TO ENCROACH ON ADJACENT OCCUPIEDAREAS OR AREAS NOT WITHIN THE SCOPE OF WORK.PROTECT ALL EXISTING FINISHES, DOORS, FRAMES, ETC.WHICH ARE TO REMAIN.E. CONDUCT DEMOLITION OPERATIONS & THE REMOVAL OFDEBRIS TO ENSURE MINIMUM INTERFERENCE WITH STREETS,WALKS, & OTHER ADJACENT OCCUPIED OR USED FACILITIES.COMPLY WITH LOCAL JURISDICTION REQUIREMENTS FORRECYCLING AND TREATMENT OF ITEMS TO BE RECYCLED.F. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALSLEGALLY OFF THE SITE. COMPLY WITH ALL LOCAL HAULING &DISPOSAL REQUIREMENTS.G. THE ENGINEER HAS NO KNOWLEDGE OF AND SHALL NOT BEHELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUSMATERIALS ON JOBSITE. THE CONTRACTOR SHALLIMMEDIATELY ISOLATE THE AFFECTED AREA IF ASBESTOS OROTHER HAZARDOUS MATERIAL ARE DISCOVERED DURINGCONSTRUCTION. NOTIFY OWNER FOR FURTHER INSTRUCTIONBEFORE PROCEEDING WITH OTHER WORK.H. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE ANDPROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS.I. SCHEDULE ALL SERVICE SHUT-DOWN(S) WITH THE OWNER.NOTIFY OWNER A MINIMUM TIME OF ONE (1) WEEK ANDADDITIONALLY ONE (1) HOUR PRIOR TO SHUT-DOWN(S).J. REMOVE ALL ABANDONED ANCHOR BOLTS & EMBEDDED ITEMSIN CONCRETE FLOORS THAT PROTRUDE ABOVE THECONCRETE FLOOR SURFACE.K. UPON COMPLETION, CLEAN THE ENTIRE AREA OF DEMOLITIONTO A TIDY, UNIFORM CONDITION REMOVING ALL DEBRIS, DUSTPARTITIONS & ASSOCIATED MATERIALS USED DURING THEDEMOLITION. CLEAN ALL AREAS IMPACTED BY THEDEMOLITION, INCLUDING BUT NOT LIMITED TO, ADJACENTOCCUPIED AREAS AND AREAS NOT WITHIN THE SCOPE OF WORK.L. ABANDONING ITEMS OR UNUSED UTILITIES IN PLACE IS STRICTLY PROHIBITED, UNLESS SPECIFICALLY PERMITTED BY THE OWNER.M. PATCH / PAINT / FINISHES:TAPE, PATCH, SAND SMOOTH, AND PAINT ALL EXISTINGINTERIOR WALLS WHERE DAMAGED TO UPGRADE TOCLIENT-ACCEPTED CONDITION. ALL ADJACENT EXISTINGFINISHES DAMAGED OR AFFECTED BY DEMOLITION ORCONSTRUCTION OF NEW AREAS IN SCOPE OF WORK SHALLBE PATCHED AND REPAIRED TO MEET CLIENT SATISFACTION.N. COMPLY WITH ALL STANDARD LOCAL, NATIONAL, STATE ANDFEDERAL SAFETY REQUIREMENTS FOR DEMOLITION.O. EXISTING STEEL SHALL BE TREATED FOR CORROSION WHEREVISIBLE SIGNS OF CORROSION EXIST.P. THE CONTRACTOR SHALL TAKE CARE WHEN REMOVING EXISTING MASONRY WALLS AND CONCRETE AT LOCATIONS WHERE ROOFJOISTS, BRIDGING AND BRACING PASS THROUGH THE EXISTING MASONRY WALLS AND CONCRETE. THE USE OF SAW CUTTING AND HAND TOOLS MUST BE USED TO PREVENT DAMAGE TO EXISTING ROOF FRAMING.Q. COORDINATE LOCATION OF MASONRY WALL OPENINGS WITH ARCHITECTURAL DRAWINGS. JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S105.dwg Jul 12, 2017 - 2:30pm daranBAGGAGE CLAIM NO.3 EXISTING WALLDEMOLITION & PROPOSED FOUNDANTION PLANTERMINALADDITIONWESTBAGGAGECLAIM NO.3ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLAN1-S105 1/8" = 1'-0"BAGGAGE CLAIM NO.3 EXISTING WALL DEMOLITION NNORTH107-14-2017AS SHOWNS12014 1/8" = 1'-0"BAGGAGE CLAIM NO.3 FOUNDATION PLAN NNORTH2 1/4" = 1'-0"BAGGAGE CLAIM NO.3 EXISTING WALL DEMOLITION 3PLAN VIEWELEVATION VIEWCONFORMED SET168
CC1 REF TOPLAN & SCHED.F.F.ELEV.0'-0"T/FOOTING-2'-4" COLCOL8#6 BOTTOM8#6TOP#3 @ 10" O.C. E.W.26#6 TOP& BOTTOM31-S106T/CONC. BEAM11'-4"CB1 REF TO SCHED.#3@10" O.C. STIRRUPSCOMPACTED FILL95% PROCTOR10 MIL VAPORBARRIERREF: PLANCOLCOLCOL8#6 BOTTOM8#6 TOP26#6 TOP & BOTTOMT/FOOTINGELEV= (-2'-4") 22'-0"6'-0"3'-0"21-S106CC1CF1COLF.F.ELEV.0'-0"T/FOOTING-2'-4" T/CONC. BEAM11'-4"9'-4"CB12'-0"EXISTING CWM WALLASSEMBLY OVER CONC.BEAM TO REMAINREF. SCHED.COMPACTED FILL95% PROCTORREF: PLAN4"MIN.4"MIN.EPOXYEMBEDDED 4" MIN.10 MIL VAPORBARRIERJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S106.dwg Jul 12, 2017 - 2:31pm daran1-S106 1/4" = 1'-0"COMBINED FOOTING (CF6.22) PLAN107-14-2017AS SHOWNS12014 1/4" = 1'-0"SECTION2 1/4" = 1'-0"SECTION3MARKVERTICALREMARKSCC18 #8N/ATIES#3 @ 10" O.C.CONCRETE BEAM SCHEDULEMARK DIMENSIONSTOPCB124" X 24" CONT.4#7BOTTOM TIES4#5#3 @ 10" O.C.MIDDLE4#724"24"CONCRETE COLUMN SCHEDULEWIDTHMARKDEPTH LONG DIRECTION REINF.LENGTHCF6.226'-0" 22'-0" 1'-4"8 #6 O.C. TOP & BOTTOM COMBINED FOOTING SCHEDULEBAGGAGE CLAIM NO.3 WALL OPENINGSTRUCTURAL REINFORCEMENT24"24"DIMENSIONS26 #6 O.C. TOP & BOTTOM SHORT DIRECTION REINF.CONFORMED SET169
4'-0"12'-6"4'-0"12'-6"4'-0"35'-3"1'-0"15'-6"1'-0"16'-3"1'-0"1'-0"31-S108CONCRETE ISLAND.CURB, REFER TO CIVIL.F60F60F60F60F60F606" CONCRETE SLAB ON GRADE W/ 6X6,W1.4 X W1.4 WWF OR 1-1/2 LBS OFPOLYPROPYLENE FIBERMESH PER CU.YD. OF CONCRETE ON 10 MIL VAPORBARRIER ON PREPARED SUBGRADEPER GEOTECHNICAL REPORT. SEEARCHITECTURAL FOR EXTENTS.CONTROL JOINT SEE5-1-S108 FOR DETAILS(TYPICAL)ALUMINUM COLUMNSBY OTHERS (TYPICAL)11-S1081-S10821-S108311-S108SIM.11-S1081-S1082SIM.1-S1082VARIESFROM6" TO 8"EDGE OF SLAB.EDGE OF SLAB.3'-1"3'-1"
T/SLAB
EL. 47'-2"
T/SLAB
EL. 47'-0" T/SLABEL. 47'-0" SLOPE SLOPE
1/4" SLOPE
1/4" SLOPE
1/4" SLOPE
1/4" SLOPE VARIESFROM6" TO 8"6"6"6"6"61-S1081'-0"4"1'-0"4"1'-0"4"1'-0"4"6"1'-0"4"1'-0"4"1'-0"4"1'-0"4"HSS 6.000 X .250BOLLARD (TYP. OF 11)SEE 7/1-S108 FORINFO.123456AB30'-0"
26'-91
2"
24'-912"6"VARIESFROM6" TO 8"VARIESFROM6" TO 8" 1/2" = 1'-0"NPLANNORTHTOP OF SLAB = 0'-0". 0'-0" IS FOR REFERENCE ONLY. SEE CIVIL FOR NVGD ELEVATION.BOTTOM OF FOOTING SHALL BE 18" MIN. BELOW ADJACENT FINISH GRADE. VERIFY ALL TOP OFFOOTING ELEVATIONS W/ ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION ANDCONSTRUCTION.NOTES:2.1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS W/ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.3.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL SLEEVES, PIPES, INSERTS ANDEMBEDDED ITEMS.4.FOOTING SCHEDULEMARK DIMENSIONSREINFORCINGF606'-0" x 6'-0" X 36"(10) #6 TOP & BOTTOM E.W.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLOPES AND RECESSES. SEEPLUMBING DRAWINGS FOR EXACT LOCATIONS.5.7.SEE SHEET 1-S108 FOR TYPICAL WALL REINFORCEMENT DETAIL.JOSE MIGUEL ORTIZ, P.E.
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JMO www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
REVISIONS
# DATE DESCRIPTION BY
J:\S12014\Architecture\02_Structural\PHASE I\1-S107.dwg Sep 22, 2017 - 1:38pm daran 1/2" = 1'-0"PARKING CANOPY FOUNDATION PLAN CANOPY FOUNDATION PLAN
1-S107109-22-2017 ADDENDUM NO.555 CONFORMED SET170
T.O. DRIVE THRU SLAB0'-0"10X6 ALUM.COLUMNBY OTHERS.CLREFER TO SCHED.2'-0"CL7"14X22X25" DEEPBLOCKOUT (TYP).6" CONCRETE SLAB,SEE PLAN NOTES FORREINF. INFO. (TYP).CONCRETE FOOTING,SEE PLAN FOR SIZE &REINF.(TYP).6" TO 8"4'-0"1" CHAMFER (TYP).6" -8" HIGH X 4'-0" W ISLANDW/ 6X6, W1.4X1.4 WWF(WHERE APPLIES).NON-SHRINKNON-METALLIC MORTARGROUT MIN. f'c = 5000 psi3"3" CLR.3"6"6"6"8"10X6 ALUM.COLUMNBY OTHERS.CLREFER TO SCHED.2'-0"7"14X22X25" DEEPBLOCKOUT (TYP).CONCRETE FOOTING,SEE PLAN FOR SIZE &REINF.(TYP).FINISH GRADE,SEE CIVIL.1" CHAMFER (TYP).6"-8" HIGH X 4'-0" W ISLANDW/ 6X6, W1.4X1.4 WWF(WHERE APPLIES).NON-SHRINKNON-METALLIC MORTARGROUT MIN. f'c = 5000 psi3"3" CLR.6"6"T.O. DRIVE THRU SLAB0'-0"MONOLITHICSLAB &FOOTING.8"6"2"
8" MIN.6" CONCRETE SLAB W/ 6X6, W1.4XW1.4W.W.F ON 10 MIL. VAPOR BARRIER.SEE ENGINEERING NOTES FOR SOILTESTING AND COMPACTIONREQUIREMENTS.(2)#5 CONT.TOP OF DRIVE THRU SLABREF. ELEVATION = -0'-0"6"6"SIDEWALK, REFERTO CIVIL.1" EXPANSION JOINTMATERIAL.MID-DEPTH
SEE PLAN
d/4SAWCUT MAX. NEXT MORNINGAFTER SLAB IS CAST.FILL W/MASTICW.W.F. ORFIBERMESHOR REBAR.CONTROL JOINTS SHALL BE IN A SQUAREPATTERN OF 400 SQ. FT. AND/OR THE LENGTHSHALL NOT BE MORE THAN 2x WIDTH. ALIGNCONTROL JOINTS W/ COLUMN CENTER LINES.T.O. DRIVE THRU SLAB0'-0"10X6 ALUM.COLUMNBY OTHERS.CLREFER TO SCHED.2'-0"CL7"14X22X25" DEEPBLOCKOUT (TYP).6" CONCRETE SLAB,SEE PLAN NOTES FORREINF. INFO. (TYP).CONCRETE FOOTING,SEE PLAN FOR SIZE &REINF.(TYP).NON-SHRINKNON-METALLIC MORTARGROUT MIN. f'c = 5000 psi3"3" CLR.3"
8"
2"6"1'-9"FINISH GRADE,SEE CIVIL.8'-6"3'-6"HSS 6.000 X 0.250 X 8'-6"HPIPE BOLLARD,FILL W/ CONCRETE (TYP)CONCRETE SLAB,SEE PLAN NOTES FORREINF. INFO. (TYP).6"-8" HIGH X 4'-0" WISLAND W/ 6X6, W1.4X1.4WWF.(WHERE APPLIES). 2'-0" DIA.9"9"4'-0"6"-8"6"3"3'-9"6"JOSE MIGUEL ORTIZ, P.E.
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JMO www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
REVISIONS
# DATE DESCRIPTION BY
J:\S12014\Architecture\02_Structural\PHASE I\1-S108.dwg Sep 22, 2017 - 1:14pm daran
CANOPY FOUNDATION DETAILS
1-S108 3/4" = 1'-0"1SECTION3/4" = 1'-0"2SECTION3/4" = 1'-0"3SECTION 3/4" = 1'-0"5SECTION 3/4" = 1'-0"6SECTION 3/4" = 1'-0"4SECTION09-22-2017 ADDENDUM NO.555 CONFORMED SET171
1 1/2" TYP, MINSIDE SEAM WELD DIAGRAM3'-0" MINCONNECTOR PATTERN DIAGRAM(*) REF SIDELAP FASTENERSCHEDULEFOR TYPE OF SIDELAPS,CONNECTOR,AND NUMBER OFCONNECTORS REQUIREDBETWEEN SUPPORTSCL OF JOISTCL OF JOISTCL OF JOIST( ) CONNECTIONS AT 6" OCTO CONT STEEL MEMBER ATALL WALLS, JOISTS, SHEARCOLLECTOR TUBES, ANDAROUND ALL OPENINGS(36/7 PATTERN)*CL OF MASONRY WALLCONNECTIONS TO CONT STEEL MEMBERSAT ALL WALLS, JOISTS, SHEARCOLLECTOR TUBES, AND AROUND ALLOPENINGS (36/7 PATTERN)GRID1'-3"TYP**************************************************************************FASTENER SCHEDULE*( ) DECK TO CONTINUOUS STEEL MEMBER CONNECTOR TYPE WITH ( ) SIDE LAP CONNECTOR SPACING(36/7 PATTERN)POWDER ACTUATED HILTI X-EDNK22-THQ12 HSN WITH (8) #10-16 SELF-DRILLING SCREWS SIDE LAPS AT (9) EQUAL SPACESAIR PNEUTEK K-66056 WITH (7) #10-16 TEKS SIDE LAPS AT (8) EQUAL SPACES#12 SELF DRILLING SCREWS #3 POINT WITH (10) #10-16 TEKS SIDE LAPS AT (11) EQUAL SPACES5/8" DIAMETER PUDDLE WELDS WITH (9) #10-16 TEKS SIDE LAPS AT (10) EQUAL SPACESSUITABLE BASE MATERIALTHICKNESS RANGE, IN.7/64 TO 1/4 INCLUSIVE (POWDER OR AIR)POWDER ACTUATED HILTI X-EDN19-THQ12 HSN WITH (8) #10-16 SELF-DRILLING SCREWS SIDE LAPS AT (9) EQUAL SPACES3/16 TO 3/8 INCLUSIVE (POWDER)3/16 TO 5/16 INCLUSIVE (AIR)ALL THICKNESSES1/8 TO 3/16 INCLUSIVE#12 SELF DRILLING SCREWS #4 POINT WITH (10) #10-16 TEKS SIDE LAPS AT (11) EQUAL SPACES3/16 TO 1/4 INCLUSIVEAIR PNEUTEK SDK-63075 WITH (7) #10-16 TEKS SIDE LAPS AT (8) EQUAL SPACESTHICKER THAN 5/16 (AIR)5/32 TO 1/4 INCLUSIVE (AIR)(7) 24K4 (EQ. SPACES)L1L2L2L1L2L1L1L2L1110'-0"4'-0"8'-0"10'-10"8'-0"9'-0"32-S102 2-S202EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ11-S201 1-S202A12BCD1.5 TYPE B GALVANIZED METALDECK BY VULCRAFT1-ROW UPLIFTBRIDGING L1 14X1 14X18BOTTOM CHORD1-ROW UPLIFTBRIDGING L1 14X1 14X18BOTTOM CHORDB/ HP DECK14'-6"B/ LP DECK12'-10-1/2"SLOPE @ 1/2" /FT. (TYP.)SLOPE @ 1/2" /FT. (TYP.)SLOPE @ 1/2" /FT. (TYP.)L2L1L1L2 L2 L2L2CONT. 3 1/2X3 1/2 X1/4"CONT. 3 1/2X3 1/2 X1/4"CONT. 3 1/2X3 1/2 X1/4"CONT. 3 1/2X3 1/2 X1/4"21-S201 1-S20232-S102 2-S20241-S201 1-S20241-S201 1-S20218'-0"36'-8"8"110'-0"2'-0"40'-0"2'-8"8'-0"2'-8"8'-0"4'-0"6'-0"2'-0"3'-4"12'-8"8'-0"2'-8"3'-4"5'-4"3'-4"2'-8"8'-0"3'-4"8'-0"4'-0"8'-0"4'-0"80°3'-4"6'-0"6'-0"3'-4"3'-4"5'-4"11-S201 1-S202L13'-4"1'-4"(4) 24K4 (EQ. SPACES)(8) 24K4 (EQ. SPACES)L1L12-1/2"X2-1/2"X3/16"ANGLE @ 4'-0" O/C1'-4"4'-0"1'-4"4'-0"1'-4"4'-0"1'-4"4'-0"R8F8-1B/1TL1TYPEMARK1011 GRAVITY / 727 UPLIFTALLOWABLE LOADS (lbs./ft.)LINTEL SCHEDULE8RF6-1B/1TL3COMMENTSUP TO 8'-0" DOOR OPENING PRECAST LINTEL,PROVIDE 8" END BEARING EA SIDEUP TO 8'-0" ROUGH OPENING PRECAST LINTEL,PROVIDE 8" END BEARING EA SIDE8F16-1B/1TL2UP TO 12'-0" ROUGH OPENING PRECAST LINTEL,PROVIDE 16" END BEARING EA SIDE112"CLR.GROUTTYPE DESIGNATION:F = FILLED WITH GROUT / U = UNFILLEDNOMINAL WIDTHNOMINAL HEIGHT8" NOMINAL WIDTH8F16-1B/1T#5 REBAR AT BOTTOM OFLINTEL CAVITYBOTTOM REINFORCINGPROVIDED IN LINTEL (VARIES)SEE SCHED'L.7-5/8"#5 REBAR AT TOP MIN. (1)REQ'D.NUMBER OF #5REBAR AT TOPNUMBER OF #5 REBAR ATBOTTOM OF LINTEL CAVITY1254 GRAVITY / 723 UPLIFT755 GRAVITY / 506 UPLIFTJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S201.dwg Jul 12, 2017 - 2:31pm daranS12014LOADING DOCKBUILDINGORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONWEST1/4" =1'-0" 1/4" = 1'-0"ROOF FRAMING PLANN
NORTHLOADING DOCK BUILDING ROOF FRAMINGPLAN1-S201ROOF CONSTRUCTION:1 1/2" TYPE B X 20 GAGE PHOSPHATIZED AND PAINTED OR GALVANIZED METAL DECK. DECK TO BEATTACHED TO SUPPORTING STEEL BY WELDS OR POWER ACTUATED FASTENERS WITH A PATTERNOF 36/7. SEE DETAIL FOR DECK ATTACHMENT DETAILS ON THIS SHEET. ALSO SEE SPECIFICATIONSOR FINISH SCHEDULE.FINISH METAL DECK AS REQUIRED BY ARCHITECT.STEEL ELEVATIONS GIVEN AS PLUS FEET AND INCHES TO TOP OF STEEL REFERENCED FROMFINISHED FLOOR ELEVATION 0'-0".PROVIDE JOIST BRIDGING IN ACCORDANCE WITH STEEL JOIST INSTITUTE UNLESS NOTEDOTHERWISE.PROVIDE L 2 1/2 x 2 1/2 x 1/4" AT ALL CHANGES IN DECK DIRECTION AND ALL LOCATIONS WHEREDECK IS CUT ON A SKEW.COORDINATE ALL OPENINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. DENOTES DECK SUPPORT ANGLE - CONTINUOUS L 5 x 3 x 5/16 LLV. TYPICAL AT ALLMASONRY WALLS PARALLEL TO STEEL JOISTS UNLESS NOTED OTHERWISE. SEE TYPICAL DETAILS.LX DENOTES PRECAST CONCRETE LINTEL TYPE (SEE SCHEDULE).SEE ARCHITECTURAL DWG'S FOR ACTUAL LOCATION AND SIZE OF DOORAND WINDOW OPENINGS.ROOF FRAMING NOTES:107-14-2017CONFORMED SET172
TYPL 6x6x3/8 x 1'-4" AT 6'-0"OC-ATTACH WITH (2)- 1/2"Ø x0'-5" LONG STUDSEMBEDDED IN BOND BEAML 5x3x5/16" CONTINUOUSWELD TO L 6x6"SEE ARCHITECTURALDRAWINGS FOR WALLCONSTRUCTION- SEE PLANSAND DETAILS FOR WALLREINFORCING REQUIREMENTSL 5x3" CONTIN.CONT. 16" CMU BOND BEAMWITH (2)-#5's CONTIN. HORIZ.L 2x2x1/4" DIAGONALBRIDGING- FIRST JOISTSPACE EXCEPT WHERENOTEDSJI HORIZONTALBRIDGING MINIMUML 3x3L 3x3x1/4" WITH(2)-3/4"Ø ANCHORS INGROUTED MASONRYMETAL DECKHANGINGCONCENTRATEDLOADWHEN NEW CONCENTRATED LOADING CONDITIONS ARE ADDEDTO EXISTING JOISTS, REINFORCE THE JOISTS AT THE LOADAPPLICATION AS SHOWN ABOVE IF THE LOAD IS FURTHER THAN6" FROM THE NEAREST PANEL POINT. NO REINFORCING ISREQUIRED IF THE LOAD IS WITHIN 6" OF THE PANEL POINT.ADD L 2x2x1/8 WEB MEMBER,ONE EACH SIDE OF JOIST ATPOINT OF LOADAPPLICATION- FIELD WELD TOJOIST.CONCENTRATEDLOADJOIST MANUFACTURER TO SHOPREINFORCE AT ALL CONCENTRATEDLOADS WHOSE EXACT LOCATION ISSHOWN ON DRAWINGS - USE THISDETAIL FOR ALL OTHER CASES6" ORGREATER6" ORGREATERTYPICAL JOIST PANELPOINTMC6x8.2 CONTINUOUSUNDER CURBMECHANICAL UNITCURB MAY OCCUR-SEE MECHANICALDRAWINGS. USESTEEL SHIMS ASREQUIRED TOLEVEL CURBSEE ARCHITECTURALDRAWINGS FOR WALLCOMPOSITIONSEE PLANS FORREINFORCINGSLOPEB/ HP DECK14'-81/2"T/PARAPET15'-4"STEEL JOISTREF. PLAN1 1/2" WIDE RIBMETAL DECK - SEEPLAN NOTESL1 14X1 14X18 ADDITONAL ROWOF HORIZ BRIDGING AT FIRSTBOTTOM CHORD PANELPOINT FOR UPLIFT (TYP.)8" CMU WALL3/161-1/2 3/167X7X3/8" EMBEDPLATE W/(2)-5/8"ØX 5" LG. H.S. SEEDETAIL A-AJOIST BEARING14'-4"10X10 MASONRY BONDBEAM W/(1)#5 CONT.CONT. 3 1/2X3 1/2 X1/4" BENT PLATEATTACHED W/ 3/4" DIA.X 4" EMBED STAINLESS STEELEXP. BOLTS @ 32" O.C. INGROUTED CELLSINSULATION ANDBUILT-UP ROOFINGSYSTEM. SEE ARCHDWGS.10" CMU WALLSTEEL JOISTREF. PLAN1 1/2" WIDE RIBMETAL DECK - SEEPLAN NOTESL1 14X1 14X18 ADDITONAL ROWOF HORIZ BRIDGING AT FIRSTBOTTOM CHORD PANELPOINT FOR UPLIFT (TYP.)SEE ARCHITECTURALDRAWINGS FOR WALLCOMPOSITIONSEE PLANS FORREINFORCINGSLOPEB/ LP DECK12'-101/2"T/PARAPET15'-4"8" CMU WALL7X7X3/8" EMBEDPLATE W/(2)-5/8"ØX 5" LG. H.S. SEEDETAIL A-AJOIST BEARING12'-8"CONT. 3 1/2X3 1/2 X1/4"INSULATION AND BUILT-UPROOFING SYSTEM. SEEARCH DWGS.2"2"EQ.EQ.3"CMU WALL4 #4CONTINUOUS ANGLEANGLE @ 4'-0" O/C2-1/2"X2-1/2"X3/16"2"X2-1/2"X1/4"FILL WITH MORTAR#4 @ 16"WALL PARALLEL TO JOIST11"#3 @ 8"TYP.1/8"TYP.1/8"REF. SCHED.JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATE DESCRIPTION BYJ:\S12014\Architecture\02_Structural\PHASE I\1-S202.dwg Jul 12, 2017 - 2:31pm daranS12014AS SHOWNLOADING DOCK BUILDING ROOF FRAMINGSECTIONS & DETAILS1-S202JOIST REINFORCING DETAIL 'A'NOT TO SCALEDETAIL "A-A" 3/4"=1'-0"TYP. ROOF JOIST BEARING SECTION SCALE: 3/4" =1'-0"11-S202TYP. ROOF JOIST BEARING SECTION SCALE: 3/4" =1'-0"21-S20231-S202AND BRIDGING DETAIL TYP. DECK BEARINGSCALE: 3/4"=1'-0"41-S202TYPICAL WALL ANCHORAGE DETAILS TO JOISTSCALE: 3/4"=1'-0"07-14-2017CONFORMED SET173
8"8'-4" CLEAR8"EXISTING BUILDINGW18X35(EXISTING TO V.I.F.)ELEV.7'-734" CLEAR8"8"4'-1034" (V.I.F)11-S204 1-S204EXISTING STEELCOLUMN (V.I.F.)91-S203 1-S203W12X35W12X35W12X35W12X35W12X35J13812"10'-3" CLEAR8"5'-1"8"8"8'-2" CLEAR8"13'-1034"8"8"± 6'-9" (V.I.F.)W18X35 (EXISTING TO V.I.F.)W8X15W8X15W8X15W8X15W8X15W8X15W8X158"91-S03 1-S03ELEV.SLOPE EXISTINGSTEEL STAIRRELOCATED1.5 TYPE BGALVANIZEDMETALDECK BYVULCRAFTEXISTING BUILDING± 1'-7"(V.I.F.)± 9'-0"(V.I.F.)± 11'-6"(V.I.F.)T/STEEL± 12' 11-1/4"81-S203 1-S-20371-S203 1-S-20341-S203 1-S-203HSS6X6X1/4HSS6X6X1/4HSS6X6X1/42625.825.625.225D11'-0" (V.I.F.)8'-2" CLEAREXISTING BUILDINGW8X15W8X15W8X15W8X15W8X15W8X15W8X15W8X15SLOPE SLOPE SLOPE C12X351.5 TYPE BGALVANIZEDMETAL DECKBY VULCRAFT± 1'-7"(V.I.F.)± 9'-0"(V.I.F.)W14X30 (30'-7 12" EXISTING TO V.I.F.)1.5 TYPE B GALV. MTL.DECK BY VULCRAFT101-S203 1-S20310'-3" CLEAR61-S203 1-S-203HSS6X6X.25 @ 24'-4"HSS6X6X.25 @ 22'-6"± 11'-6"(V.I.F.)41-S203 1-S-20351-S203 1-S-203SLOPE T/STEELLP/28'-6"T/STEELHP/29'-0"T/STEELHP/-71-S203 1-S-203HSS6X6X1/4HSS6X6X1/4T/STEELHP/32'-10 1/2" T/STEELLP/32'-2" 2625.825.625.225DHSS6X6X1/4ELEV. 13'-4"HSS6X6X.25HSS6X6X.25HSS6X6X.25HSS6X6X.25HSS6X6X.25HSS6X6X.25EXISTING W14X30 (V.I.F.)EXISTING W18X35 (V.I.F.)W8X15CEILING ELEV.REF: ARCHMECHANICALDUCT. REF. MECHDOOR ROUGH OPENINGREF. ARCH DRAWINGSSTL. BEAMREF. PLANT/STEELLP/28'-6"T/STEELHP/29'-0"2525.225.625.826T/STL. BEAM21'-1"T/STL. BEAM22'-6"T/STL. BEAM24'-4"ELEV. 13'-4"HSS6X6X.25HSS6X6X.25HSS6X6X.25EXISTING W14X30 (V.I.F.)EXISTINGW18X35C12X35CEILING ELEV.REF: ARCHDOOR ROUGH OPENINGREF. ARCH DRAWINGSSTL. BEAMREF. PLANT/STEELLP/28'-10"T/STEELHP/29'-3-1/2"MECHANICALDUCT. REF. MECH2625.825.621'-1"T/STL. BEAM3'-5"2'-8"STL BEAM.REF. PLAN#3@12"O.C.STIRRUPST/CONC. BEAMLP/32'-2"SLOPET/STEELLP/31'-8"T/CONC. BEAMHP/32'-10 1/2"T/STL. BEAMHP/32'-4 1/2""#3@12"O.C.STIRRUPSELEVATOR HOISTBEAM41-S2031-S204#5@24"O.C.MORTAR FILL CELLS8" CMU WALLB/STEEL BEAM29'-11"INSULATION ANDBUILT-UP ROOFINGSYSTEM. SEE ARCHDWGS.10 #5 CONT.12 #5 CONT.EMBEDPLATE #1EMBEDPLATE #11'-6"1'-6"#3@12"O.C.STIRRUPST/CONC. BEAMLP/32'-2"SLOPET/STEELLP/31'-8"T/CONC. BEAMHP/32'-10 1/2"T/STL. BEAMHP/32'-4 1/2"#3@12"O.C. STIRRUPS8" CMU WALLW/ #5@24"O.C.MORTAR FILL CELLSINSULATION ANDBUILT-UP ROOFINGSYSTEM. SEE ARCHDWGS.STL BEAM.REF. PLAN6 #5 CONT.6 #5 CONT.1'-0" MIN.SPLICEEMBEDPLATE #1W8X15CEILING ELEV.REF: ARCHMECHANICALDUCT. REF. MECHT/STEELLP/28'-6"T/STEELHP/29'-0"ELEV. 13'-4"SLOPEEXISTING STEELSTAIR RELOCATEDALIGN25.625.891-S203 1-S203COMPOSITE CONC. FLOORSLAB. (MATCH TO EXISTING)2ND LEVEL13'-4" EXISTINGTOP OF STL.12'-11 14" EXISTING8" CMU W/ #5 BARS@ 24" O.C.MORTAR FILL CELLSSTL BEAM.REF. PLAN1'-6"1'-0" MIN.SPLICEEMBEDPLATE #1TOP OF STL.LP/28'-6"STL BEAM.REF. PLANSTL BEAM.REF. PLANCLCL111-S2031-S203INSULATION AND BUILT-UPROOFING SYSTEM. SEEARCH DWGS.T/STL. BEAMLP/28'-6"STL BEAM.REF. PLANSTL BEAM.REF. PLANCLSLOPE T/STL. BEAMHP/29'-0"CLINSULATION AND BUILT-UPROOFING SYSTEM. SEEARCH DWGS.L3 1/2X3 1/23/16 CONT.LEGENDSHEAR CONNECTIONSJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S203.dwg Jul 12, 2017 - 2:31pm daranELEVATOR SHAFT FRAMING PLAN, SECTIONAND DETAILSS12014AS SHOWN1-S2031/4" = 1'-0"1LOADING DOCK ELEVATOR - 2ND LEVEL FRAMING PLAN1/4" = 1'-0"2LOADING DOCK ELEVATOR - ROOF FRAMING PLAN1/4" = 1'-0"4FRAMING SECTION3/4" = 1'-0"6LOADING DOCK ELEVATOR SHAFT SECTION3ELEVATOR NO.4 - FRAMING PLAN1/4" = 1'-0" @TERMINAL "B"3/4" = 1'-0"8LOADING DOCK ELEVATOR ROOM SECTION1/4" = 1'-0"72ND LEVEL FRAMING SECTION1/4" = 1'-0"5FRAMING SECTION3/4" = 1'-0"9SECTION3/4" = 1'-0"10SECTION3/4" = 1'-0"11SECTION07-14-2017NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 1-S601CONFORMED SET174
(2)∠4"x4"x38"x7.5"-A363"(4)34"Ø HIT-RE500-SD+HASEMBEDDED 6"W8X48-A992End Offset = 0.5in.112"(2) BOLTS 34"ØA325-N-STD Ga.=2.5 in.138"112"3"112"W8X48538"112"8" CMU W/ #5 BARS@ 24" O.C.MORTAR FILL CELLST/CONC. BEAM29'-6"TOP OF STL.29'-2 1/2"B/HOISTWAY BEAM26'-2"3'-6"T/CMU WALL25'-11 1/2"1'-278"ELEV.=30'-7 1/2"SLOPE T/STL BEAMINSULATION AND BUILT-UPROOFING SYSTEM. SEE ARCH DWGS.EXISTING MTL. DECKAND "Z" PURLINS (V.I.F.)#3@12"O.C.STIRRUPS2#6 (TOP)(10) #4 CONT 2#6 (BOT)EXISTING STL.COLUMN (V.I.F.)EXISTING STL.BEAM (V.I.F.)41-S2041-S204JSTL. BEAMRE: PLAN & SCHEDEMBEDPLATE #1EMBEDPLATE #12'-10"2'-6" MIN. SPLICE8" CMU W/ #5 BARS@ 24" O.C.MORTAR FILL CELLS2#6 (TOP)(8) #4 CONT 2#6 (BOT)2#6 (TOP)(8) #4 CONT 2#6 (BOT)COMPOSITE CONC.FLOOR SLAB. (MATCHTO EXISTING)2ND LEVEL13'-4" EXISTINGTOP OF STL.12'-11 14" EXISTING#3@12"O.C.STIRRUPS13'-4"T/CONC. BEAMEXISTING STL.COLUMN (V.I.F.)EXISTING STL.BEAM (V.I.F.)21-S2041-S204STL. BEAMRE: PLAN & SCHEDEMBEDPLATE #111'-10"CENTER OF STL. PLATEEMBEDPLATE #2TOP OF STL.12'-11 14"NOTE: FOR SIGNAGE STRUCTURAL FRAMING AND STEELCONNECTIONS REFER TO SHEET 1-S205&1-206132ND LEVELEXISTINGSTL. BEAMRE: PLAN & SCHEDL- CONT.EXISTING STEELCOLUMN (V.I.F)TOP OF STL.12'-11 14" EXISTINGEXISTING STL.BEAM (V.I.F)31-S2041-S204COMPOSITE CONC.FLOOR SLAB.CLCLCLJSTL. BEAMRE: PLAN & SCHED2ND LEVEL13'-4" EXISTINGTOP OF STL.12'-11 14" EXISTINGEXISTING STEELCOLUMN (V.I.F)12"4"1'-0"2"4"4"2"10"2"6"2"EMBED PLATE #11. NOTES:ALL STUDS ARE 34" DIA. X 4" LENGTH PERTHE NELSON STUD COMPANY.2. ALL EMBED PLATES ARE 12" THICK, (U.N.O.).12"4"1'-4"2"4"4"2"10"2"6"2"EMBED PLATE #21. NOTES:ALL STUDS ARE 34" DIA. X 4" LENGTH PERTHE NELSON STUD COMPANY.2. ALL EMBED PLATES ARE 12" THICK, (U.N.O.).4"1 1/2" = 1'-0"4SECTIONJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S204.dwg Jul 12, 2017 - 2:31pm daranELEVATOR SHAFT FRAMING SECTIONS ANDDETAILS1-S2041ELEVATOR NO.4 STRUCTURAL PARTIAL SECTION3/4" = 1'-0" @TERMINAL "B"3/4" = 1'-0"2SECTION3/4" = 1'-0"3SECTION07-14-2017AS SHOWNS12014NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 1-S601CONFORMED SET175
ELEV.131211JJ.330'-0" (V.I.F.)30'-0" (V.I.F.)12'-5" (V.I.F.)K27'-2" (V.I.F.)W18X35 (EXISTING TO V.I.F.)W24X76 (EXISTING TO V.I.F.)W18X35 (EXISTING TO V.I.F.)W24X76(EXISTINGTO V.I.F.)W18X35 (EXISTING TO V.I.F.)W24X55 (EXISTING TO V.I.F.)W18X35 (EXISTING TO V.I.F.)W18X35 (EXISTING TO V.I.F.)T/STEEL (EXISTING)± 12' 11-1/4"ELEV.12.419'-4" (V.I.F.)10'-8" (V.I.F.)39'-7" (V.I.F.)21-S205W12X35W12X35W12X35W12X35W12X35T/STEEL 12' 11-1/4"8'-7"11.713.39'-1"8'-11"24'-0"11'-4"9'-10"3'-4"3'-5"3'-212"3'-312"R24'-0"(AT CENTER OF ARC FRAME)24'-0"CIRCULAR SIGN STL. FRAMECIRCULAR SIGN STL. FRAME10.86'-4" (V.I.F.)51-S20531-S20531-S20641-S206SPLICE LOCATIONSPLICE LOCATION61-S2051-S20571-S2051-S20571-S2051-S20513121112.411.713.3T/STEEL FRAMING12' 11-1/4"F.F.ELEV.0'-0"2'-3"10'-834"10.8W14X74 (EXISTING TO V.I.F.)W14X74 (EXISTING TO V.I.F.)HSS6X6X1/2 (EXISTING TO V.I.F.)W14X74 (EXISTING TO V.I.F.)W14X74 (EXISTING TO V.I.F.)W24X55 (EXISTING TO V.I.F.)13.3ELEV.812"ENTRY SIGN STL. FRAMINGT/STL. FRAME12' 11-1/4"BENT PLATE 8X6X3/16X1-0"LONG WELDED TO EMBED PLATE11-S2051-S204ELEVATOR SHAFTCONCRETE TIE BEAM61-S2051-S20511.741-S2051-S205J.3ENTRY SIGN STL. FRAMINGT/STL. FRAME12' 11-1/4"(2) BENT PLATE 8X6X3/16X1-0"LONG WELDED TO EXISITNGSTEEL BEAMEXISTING W24X55 STEELBEAM (V.I.F.)38" STIFFNER PLATES61-S2051-S205J.3TOP OF STL.12'-11 14"SIGN STL. FRAMING(2) BENT PLATE 8X6X3/16X1-0"LONG WELDED TO EXISTING BEAMEXISTING W18X35STEEL BEAM (V.I.F.)712"1'-0"EXISTING W24X55 STEELBEAM (V.I.F.)5"2'-3"ALIGNHSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS
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4
HSS
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4(2) 38" STIFFNERPLATES61-S2051-S205A1-S206B1-S206B1-S20613.3TOP OF STL.12'-11 14"2'-3"11.7HSS3X3X1/4BOT. OF STL.10'-8 3/4"HSS3x3X1/4HSS3x3X1/4HSS3x3X1/4 PL 3X6X12" PL 3X6X12"HSS3x3X1/4HSS3x3X1/4HSS3x3X1/4HSS
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4 HSS3x3X1/413.3TOP OF STL.12'-11 14"2'-3"11.7HSS3X3X1/4BOT. OF STL.10'-8 3/4" PL 3X6X12" PL 3X6X12"81-S205 PL 3X6X12"JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S205.dwg Jul 12, 2017 - 2:31pm daranCIRCULAR ENTRY SIGN -TYPE "I" FRAMINGPLAN AND STEEL CONNECTION DETAILSS12014AS SHOWN1-S2051/4" = 1'-0"1CIRCULAR ENTRY SIGN -TYPE "I" FRAMING PLAN07-14-20171/4" = 1'-0"2CIRCULAR ENTRY SIGN -TYPE "I" FRAMING PLAN3/4" = 1'-0" PLAN VIEW3FRAMING CONNECTION 13/4" = 1'-0"4SECTION3/4" = 1'-0"5SECTION3/4" = 1'-0"6SECTION3/4" = 1'-0"7SECTION3/4" = 1'-0"8SECTIONN.T.S. PERSPECTIVE VIEWSPLICE CONN. DETAILNOTE:FOR ADDITIONAL SIGNAGE INFORMATION REFER TOWAYFINDING DRAWING SET ON SHEET W204NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 1-S601CONFORMED SET176
12HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4TOP OF STL.12'-11 14"2'-3"EXISTING W14X74 STL.COLUMN (V.I.F.)KC1-S206KHSS3X3X1/4HSS3X3X1/4HSS3X3X1/4EXISTING W14X74 STL.COLUMN (V.I.F.)12'-11 14"TOP OF STL.2'-3"38" STIFFNER PLATES13HSS3X3X1/4C1-S206O.H.12K12' 11-1/4"EXISTING W14X74 STL.COLUMN (V.I.F.)HSS3X3X1/4HSS3X3X1/4HSS3X3X1/43'-212"3'-3"61-S20651-S20638" STIFFNER PLATES(2) PLATE 3X2-1/2X1/4X1-9"LONG WELDED TO EXISTINGSTL. COLUMN(2) PLATE 3X2-1/2X1/4X1-9"LONG WELDED TO EXISTINGSTL. COLUMNT/STL. FRAME71-S2061-S205HSS3X3X1/4HSS3X3X1/4HSS
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4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4(2) BENT PLATE8X6X3/16X1-0"LONG WELDED TOEMBED PLATE13K12' 11-1/4"HSS3X3X1/4HSS3X3X1/4HSS3X3X1/451-S20661-S2063'-5"3'-4"EXISTING W14X74 STL.COLUMN (V.I.F.)38" STIFFNER PLATES(2) PLATE 3X2-1/2X1/4X1-9"LONG WELDED TO EXISTINGSTL. COLUMN(2) PLATE 3X2-1/2X1/4X1-9"LONG WELDED TO EXISTINGSTL. COLUMNT/STL. FRAME71-S2051-S2061'-6"11.713.348'-0"13123'-0"3'-0"3'-9"3'-2"3'-2"
3'-2"
3'-2"
3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-9"3'-0"3'-0"3'-0"R24'-0"(AT CENTER OF ARC FRAME)SPLICE LOCATIONSPLICE LOCATIONK3'-0"3'-0"3'-8"3'-2"3'-2"
3'-2"
3'-2"
3'-2"
3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-8"3'-0"3'-0"1'-6"11.713.348'-0"1312CLR24'-0"(AT CENTER OF ARC FRAME)SPLICE LOCATIONSPLICE LOCATIONK1/4"HSS3x3X1/4HSS3x3X1/4HSS3x3X1/4FULL WELDEDGRIND TO FINISHHSS3x3X1/4HSS3x3X1/4FULL WELDEDGRIND TO FINISH1/4"HSS3X3X1/4(2) PLATE3X2-1/2X1/4X1-9"LONG WELDED TOEXISTINGSTL. COLUMNGRIDFACE OFEXISTINGSTL. COLUMNHSS3x3X1/4HSS3x3X1/4HSS3x3X1/4 FULL WELDEDGRIND TO FINISH1/4"HSS3x3X1/4HSS3x3X1/41/4"FULL WELDEDGRIND TO FINISHJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S206.dwg Jul 12, 2017 - 4:10pm daranCIRCULAR ENTRY SIGN -TYPE "I" FRAMINGSECTIONS AND DETAILSS12014AS SHOWN1-S20607-14-20171/4" = 1'-0"1TOP CHORD TRUSS CENTER LOCATIONS1/4" = 1'-0"2BOTTOM CHORD TRUSS CENTER LOCATIONS3/4" = 1'-0" PLAN VIEW3FRAMING CONNECTION 23/4" = 1'-0" PLAN VIEW4FRAMING CONNECTION 23/4" = 1'-0"5SECTION3/4" = 1'-0"6SECTIONN.T.S.PERSPECTIVE VIEWS1" = 1'-0"ATYP. DETAIL1" = 1'-0"BTYP. DETAIL1" = 1'-0" PLAN VIEWTYP. COLUMN CONN1" = 1'-0"DTYP. DETAIL1" = 1'-0"CTYP. DETAILNOTE:FOR ADDITIONAL SIGNAGE INFORMATION REFER TOWAYFINDING DRAWING SET ON SHEET W204NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 1-S601CONFORMED SET177
34'-10"25'-2" (V.I.F.)EXISTING 48"Ø STORM PIPE TO BE PROTECTEDFACE OF WALL
EXISTING
EXISTING BUILDINGEXISTING BUILDING
SC1F105.65.763'-2"SC2F8626'-3"
19'-7"5'-0"
12'-9"SC2F8SC2F838'-0" (V.I.F.)5.526'-3"34'-10"19'-7"F.1G.7H.7SC1F10SC2F8H.35'-0"11-S3021-S401G.8G.5G.97CF4.8CF4.8CF4.8#3@12" O.C.E.W.T=6"NOTE: G/C TO REMAIN EXISTING CONCRETE SLAB SLOPE 1-1/2" NON-SHRINK GROUTCOAT COLUMN BELOW SLABW/ BITUMASTIC PRESERVATIVE TYPBASE PLATE BP1#3@4"CONCRETEPILASTER W/ #3 TIE(8) #5 VERTW/ STD ACI 90° HOOKVAPOR BARRIERREF. FOOTING SCHED.REFER TO SCHEDULEREFER SCHED.2'-4" MIN.
1'-4"1-1/2"REBAR REINFREF. TO PLANREF. FOOTING SCHED.1'-9"STL. PL.18"x18"x t1'-3"REF. SCHEDULE4-A307 3/4"Ø X 18"BOLTS 12" EMBEDMENTCOLUMN PEDESTAL21"x21"BASE PLATE BP1112"1'-6"1'-9"AA112"BASE PLATE BP1PEDESTAL FOR1'-9"1'-9"(8) #5#3@4"EXISTING BUILDINGEXISTING BUILDING 112222222± 36'-3" (V.I.F.)± 76'-9" (V.I.F.)± 82'-10" (V.I.F)EXISTING 48"Ø STORM PIPE TO BE PROTECTEDJOSE MIGUEL ORTIZ, P.E.
Drawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
Date:
File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMO
DAS
JMO
JMO www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
REVISIONS
# DATE DESCRIPTION BY
J:\S12014\Architecture\02_Structural\PHASE I\1-S301.dwg Sep 22, 2017 - 1:17pm daran 1/8" = 1'-0"CONCRETE SLAB DEMOLITION PLANNNORTH 1/8" = 1'-0"FOUNDATION FLOOR PLANNNORTHTERMINALADDITIONWESTNEW BLDGEXPANSIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTOP OF SLAB = 0'-0". 0'-0" IS FOR REFERENCE ONLY. SEE CIVIL FOR NVGD ELEVATION.TOP OF FOOTINGS @ EL. (-2'-4") MIN. BELOW TOP OF SLAB UNLESS NOTED OTHERWISE.BOTTOM OF FOOTING SHALL BE 18" MIN. BELOW ADJACENT FINISH GRADE. VERIFY ALLTOP OF FOOTING ELEVATIONS W/ ARCHITECTURAL DRAWINGS PRIOR TO FABRICATIONAND CONSTRUCTION.NOTES:2.1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. VERIFY ALLDIMENSIONS W/ ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.3.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL SLEEVES, PIPES, INSERTS ANDEMBEDDED ITEMS.4.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLOPES AND RECESSES. SEEPLUMBING DRAWINGS FOR EXACT LOCATIONS.5.F88'-0" X 8'-0"X16"FOOTING SCHEDULEMARK DIMENSIONSREINFORCINGF1010'-0" X 10'-0" X 24"(12) #6 E.W. TOP & BOTTOM"t""N""B"BASE PLATEMARKSHAPESTEEL COLUMN SCHEDULEANCHOR BOLTS"L"SIZEQUANTITYSC118" 18" 1-1/8"(4)3/4"W12X7912"(7) #6 E.W. TOP & BOTTOMSC218" 18 1-1/8"(4)3/4"W12X6512"TYPICAL COLUMN ON SPREAD FOOTINGA1-S3011-S301SCREENING BLDG. EXPANSION-
DEMOLITION AND FOUNDATION PLANSTEEL COLUMN BASE PLATE1-S30112DEMOLITION LEGENDEXISTING CONCRETESLAB TO BE REMOVED.NEW SCREENING ROOMEXPANSION FOOTING.12CF4.84'-0" X 8'-0" X 16"(4) #6 E.W. TOP & BOT. & (8) #6 E.W. TOP & BOT.07-14-2017
AS SHOWN
S12014
09-22-2017 ADDENDUM NO.5 55 CONFORMED SET178
20LH0820LH0820LH0832G6N28.4K26'-3"34'-10"19'-7"FACE OF WALLEXISTINGMECH CHASE OPEN SPACEF.1G.7H.3H.765.65.763'-2"25'-2" (V.I.F.)(4) EQ. SPACES(7) EQ. SPACES(6) EQ. SPACES5'-0"38'-0" (V.I.F.)40G7N28.4K24G4N28.4K32G6N28.4KW12X1940G7N28.4K24G4N28.4K61-S302 1-S30351-S302 1-S30341-S302 1-S3035.520LH0820LH0820LH08(4) EQ. SPACES(7) EQ. SPACES(6) EQ. SPACES31-S302 1-S30311-S302 1-S303771-S302 1-S30321-S302 1-S40121-S302 1-S303EXISTING BUILDINGEXISTING BUILDINGW36X150 (EXSTING TO V.I.F.)W36X150 (EXSTING TO V.I.F.)W36X150 (EXSTING TO V.I.F.)T/CONC.SLABELEV=13'-4"1.5 VL1 BY VULCRAFT METAL DECK(SEE TABLE ON SH. 1-S201 FORDECK INSTALLATION)18LH02 @ 6'-0" MAX SPACING6'-3"6'-3"66'-0" (11@6'-0")FACE OF WALLEXISTINGEXISTING BUILDINGEXISTING BUILDING51-S302 1-S30421-S302 1-S40163'-2"25'-2" (V.I.F.)26'-3"34'-10"19'-7"38'-0" (V.I.F.)W18X35W12X 19W18X35W18X35W18X35W12X19W18X35W18X3520LH03 @ 6'-0" MAX SPACING41-S302 1-S30431-S302 1-S304F.1G.7H.3H.765.65.75.5711-S302 1-S304W14X30 (EXSTING TO V.I.F.)W14X30 (EXSTING TO V.I.F.)W14X30 (EXSTING TO V.I.F.)W21X44 (EXSTING TO V.I.F.)W21X44 (EXSTING TO V.I.F.)W21X44 (EXSTING TO V.I.F.)21-S302 1-S30461-S302 1-S30461-S302 1-S304(3) MC12X35SLOPESLOPE1'-0"81-S302 1-S30491-S302 1-S3041.5 VL1 BY VULCRAFT METALDECK (SEE TABLE ON SH. 1-S201FOR DECK INSTALLATION)1.5 VL1 BY VULCRAFT METAL DECK(SEE TABLE ON SH. 1-S201 FORDECK INSTALLATION)JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S302.dwg Jul 12, 2017 - 2:31pm daranSCREENING BLDG. EXPANSION-2ND LEVEL AND ROOF FRAMING PLANTERMINALADDITIONWESTNEW BLDGEXPANSIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLAN1-S302 1/8" = 1'-0"SECOND LEVEL FRAMING PLANNNORTH 1/8" = 1'-0"ROOF FRAMING PLANNNORTH1207-14-2017AS SHOWNS12014CONFORMED SET179
F.1EXISTING STL. COLUMNREF. PLAN AND SCHED.CLSTABILIZER PL- 1/2"x6"x0'-6"(MIN) W/ 13/16 DIA HOLE FORCONNECTION OF TEMPORARYBRACING GUYING CABLES TYPDO NOT WELD BOTTOMCHORD TO STABILIZERPLATE TYPL4 34 X 4 X 1/4 CONT.4 3/4" COMPOSITECONC. FLOOR SLAB - TYP.STL. JOISTREF. SCHED.STL. JOIST GIRDERREF. SCHED.2ND LEVEL13'-4" (EXISTING)L4 34 X 4 X 1/4 CONT.STL. JOISTREF. PLAN2ND LEVEL13'-4" (EXISTING)4 3/4" COMPOSITECONC. FLOOR SLAB - TYP.7L 12"X12" 58" BENT PLATE X 8"LONG W/ 14" STIFFH.7STL. COLUMNREF. PLAN AND SCHED.CLSTABILIZER PL- 1/2"x6"x0'-6"(MIN) W/ 13/16 DIA HOLE FORCONNECTION OF TEMPORARYBRACING GUYING CABLES TYPDO NOT WELD BOTTOMCHORD TO STABILIZERPLATE TYPL4 34 X 4 X 1/4 CONT.4 3/4" COMPOSITECONC. FLOOR SLAB - TYP.STL. JOISTREF.PLANSTL. JOIST GIRDERREF. SCHED.2ND LEVEL13'-4" (EXISTING)STL. BEAMRE: PLAN±4'-6"(CANTILEVER TO EXISTING MTL. WALL PANEL)FACE OF EXISTINGMETAL BLDG. WALLPANEL(V.I.F)G.7STL. COLUMNREF. PLAN AND SCHED.CLSTABILIZER PL- 1/2"x6"x0'-6"(MIN) W/ 13/16 DIA HOLE FORCONNECTION OF TEMPORARYBRACING GUYING CABLES TYPDO NOT WELD BOTTOMCHORD TO STABILIZERPLATE TYPL4 34 X 4 X 1/4 CONT.4 3/4" COMPOSITECONC. FLOOR SLAB - TYP.STL. JOISTREF. PLANSTL. JOIST GIRDERREF. PLAN2ND LEVEL13'-4" (EXISTING)H.3STL. COLUMNBEYOND611/811/8JOIST GIRDER BOTTOM CHORD BRACESAS REQUIRED BY SJI SPECIFICATIONSAND JOIST GIRDER DESIGN (UPLIFT) TOBE SUPPLIED BY JOIST SUPPLIER. DO NOTWELD BRACES UNTIL ALL ROOF DEADLOADS ARE APPLIEDBY JOISTSUPPLIER TYP(2) 1/2" DIA ERECTIONBOLTS AT EACH JOIST TYPHSS3 1/2x2 1/2x1/4 BETWEENJOIST IN FIRST (2) BAYSFROM PERIMETER. HSSOFFSET FROM GRID LINE RE:PLAN FOR LOCATION3/16 33/16 3JOIST TOJOIST GIRDERWELD3/16 3-10HSS TO JOISTTOP CHORDWELD2ND LEVEL13'-4" (EXISTING)STL. COLUMNBEYOND5.711/811/8JOIST GIRDER BOTTOM CHORD BRACESAS REQUIRED BY SJI SPECIFICATIONSAND JOIST GIRDER DESIGN (UPLIFT) TOBE SUPPLIED BY JOIST SUPPLIER. DO NOTWELD BRACES UNTIL ALL ROOF DEADLOADS ARE APPLIEDBY JOISTSUPPLIER TYPADDITONAL ROW OF HORIZBRIDGING AT FIRSTBOTTOM CHORD PANELPOINT FOR UPLIFT TYP2ND LEVEL13'-4" (EXISTING)L4 34 X 4 X 1/4 CONT.4 3/4" COMPOSITECONC. FLOOR SLAB - TYP.STL. JOIST GIRDERREF. SCHED.STL. JOISTREF. SCHED.EXISTINGSTL. COLUMNSTL. JOIST GIRDERREF. PLAN AND SCHED.STABILIZER PL- 1/2"x6"x0'-6"(MIN) W/ 13/16 DIA HOLE FORCONNECTION OF TEMPORARYBRACING GUYING CABLES TYPCOLEXISTINGSTL. BEAM2ND LEVEL13'-4" (EXISTING)JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S303.dwg Jul 12, 2017 - 2:31pm daranSCREENING BLDG. EXPANSION- 2ND LEVELFRAMING SECTIONS AND DETAILS1-S303SECTION1 3/4" = 1'-0"SECTION2 3/4" = 1'-0"SECTION4 3/4" = 1'-0"SECTION5 3/4" = 1'-0"SECTION6 3/4" = 1'-0"SECTION7 3/4" = 1'-0"SECTION3 3/4" = 1'-0"07-14-2017AS SHOWNS12014NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 1-S601CONFORMED SET180
T/STEEL28'-8-1/2" (EXISTING)CLSLOPEINSULATION AND BUILT-UPROOFING SYSTEM. SEEARCH DWGS.MATCH TO EXISTINGSTL. BEAMRE: PLAN & SCHEDEXISTING STL. COLUMNREF. PLAN AND SCHED.STL. JOISTREF. SCHED.INSULATION AND BUILT-UPROOFING SYSTEM. SEEARCH DWGS.MATCH TO EXISTINGT/STEEL(EXISTING)L 12"X12" 58" BENT PLATE X 8"LONG W/ 14" STIFF. TYP.SLOPEINSULATION AND BUILT-UPROOFING SYSTEM. SEEARCH DWGS.STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDCLG.7STL. JOISTREF. SCHED.STL. COLUMNREF. PLAN AND SCHED.CLH.3STL. JOISTREF. SCHED.INSULATION AND BUILT-UPROOFING SYSTEM. SEEARCH DWGS.STL. BEAMRE: PLAN & SCHEDSTL. COLUMNREF. PLAN AND SCHED.6STL. JOISTREF. SCHED.INSULATION AND BUILT-UPROOFING SYSTEM. SEEARCH DWGS.STL. BEAMRE: PLAN & SCHEDSTL. COLUMNREF. PLAN AND SCHED.5.7T/STEELVARIESSTL. JOISTREF. SCHED.INSULATION AND BUILT-UPROOFING SYSTEM. SEEARCH DWGS.STL. BEAMRE: PLAN & SCHEDSTL. COLUMNREF. PLAN AND SCHED.5.7SLOPESHIM ASREQUIREDC-CHANNELREF. PLAN6"-18GA. METAL STUDSAT 16" O.C. MAX., TYP.6SLOPEC-CHANNELREF. PLANSTL. BEAMREF. PLAN.SHIM ASREQUIRED6"-18GA. METAL STUDSAT 16" O.C. MAX., TYP.STL. JOIST REF. SCHED.STL. JOIST REF. SCHED.7102-S3072-S307STL. CHANNELREF. PLANEXISTINGSTEEL COLUMNB/DECKV.I.F.L3 1/2X3 1/2X3/16 CONT.EXISTING BEAM(W21X44)(V.I.F.)SLOPEMATCH EXISTINGROOF ELEVATIONL 12"X12" 58" BENT PLATE X8" LONG W/ 14" STIFF. TYP.STL. STUB COLUMNRE: PLAN6"-18GA. METAL STUDSAT 16" O.C. MAX., TYP.H.7SLOPEINSULATION AND BUILT-UPROOFING SYSTEM. SEEARCH DWGS.STL. BEAMRE: PLAN & SCHEDCLSTL. JOISTREF. SCHED.STL. COLUMNREF. PLAN AND SCHED.T/STEEL72-S3072-S307±4'-6"(CANTILEVER TO EXISTING MTL. WALL PANEL)(V.I.F)STL. BEAMRE: PLAN & SCHEDVARIESSEE ARCH.H.7SLOPESTL. STUB COLUMNRE: PLANEXISTING W21X44 (V.I.F.)T/STEEL BEAMMATCH EXISTING ROOF ELEVATIONSTEEL JOIST REF. PLANSTL. CHANNELREF. PLANL 12"X12" 58" BENT PLATEX 8" LONG W/ 14" STIFF. TYP.6"-18GA. METAL STUDSAT 16" O.C. MAX., TYP.L3 1/2X3 1/2X3/16CONT.L3 1/2X3 1/2X3/16 CONT.1.5 VL1 BY VULCRAFTMETAL DECKCLSTL. PL. .25"E70 XX1/4"1/4"E70 XX1/4"1/4"E70 XX1/4"1/4"STL. PL. .25"FRONT VIEWSIDE VIEWPERSPECTIVE VIEWL 12"X12" 58" BENTPLATE X 8" LONGW/ 14" STIFFL 12"X12" 58" BENTPLATE X 8" LONGW/ 14" STIFFSECTION1 3/4" = 1'-0"SECTION2 3/4" = 1'-0"SECTION3 3/4" = 1'-0"JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S304.dwg Jul 12, 2017 - 2:31pm daranSCREENING BLDG. EXPANSION- ROOF LEVELFRAMING SECTIONS AND DETAILS1-S304SECTION4 3/4" = 1'-0"SECTION5 3/4" = 1'-0"SECTION6 3/4" = 1'-0"SECTION7 3/4" = 1'-0"SECTION8 3/4" = 1'-0"SECTION9 3/4" = 1'-0"SECTION10 3/4" = 1'-0"07-14-2017AS SHOWNS12014NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 1-S601CONFORMED SET181
0'-0"6'-8" (13 RISERS @7")6'-8" AFFLANDING13'-4" A.F.FF.F.ELEV.6'-8" (11 EQ.RISERS )HSS 4x4x14"HSS 4x4x14"51-S401 1-S401111-S401 1-S40141-S401 1-S40191-S401 1-S40181-S401 1-S4012ND. LEVELG.5G.8G.9G.7REFER TO SCHED.REFERTO SCHED.REFER TO SCHED.REFERTO SCHED.REFER TO SCHED.REFERTO SCHED.5'-11" (LANDING)9'-2" (10 TREADS @11")9'-2" (10 TREADS @11")BENDED CHK'DST PL 316" TYP.111-S401 1-S4019'-1"31-S401 1-S4018'-1"5'-7"4'-11"4'-8"3'-4"1'-2"DN4'-11"6"6"14'-7"DN5'-7"4"5.55.65.7G.5G.8G.9G.7101-S4015.55.65.7G.5G.8G.9G.771-S401 1-S40171-S401 1-S40131-S401 1-S4018'-1"5'-7"4'-11"4'-8"1'-2"BENDED CHK'DST PL 316" TYP.MC12x31111-S401 1-S401UP6"6"14'-7"5'-7"4"∠3x3x38"x0'-9"W/ (2) 78"ØHIT-HAS-E+RE500(EMBEDED 5")1/4" WELDED CLOSUREPLATE ON ENDGRIND SMOOTHMC12x314"11"4"7"1"∠112"x112"x316"x0'-9"∠112"x112"x316"x0'-4"316"0'-0"F.F. ELEV.BENDED CHK'D STPL 316" TYP.7"11"4"BENDED CHK'D STPL 316" TYP.MC12x31∠112"x112"x316"x0'-9"∠112"x112"x316"x0'-4"MC12x313"LANDING ELEV.1"111-S4011-S401∠312"x312"x316"1.5C24 W/4x4-W4.0 x W4.06'-8"MC12x317"11"4"BENDED CHK'DST PL 316" TYP.8"1"6'-8"LANDING-MC12x31HSS 4x4x14"61-S401 1-S4011.5C24 W/4x4-W4.0 x W4.0∠312"x312"x316"G.5MC12x31BENDED CHK'DST PL 316" TYP.G.813'-4"2ND LEVELHSS 4x4x14"MC12x31BENDED CHK'D STPL 316" TYP.∠112"x112"x316"6'-8"LANDING ELEV.PL 6x4x316"-A36(2) BOLTS 58"ØA325-N-STD112"3"112"112"HSS 4x4x14"78"18"18"112"3"112"112"78"W12x16 - A992End Offset=0.375 in.MC12x314"∠312"x312"x316"1.5C24 W/4x4-W4.0 x W4.05.55.610"10"112"7"112"112"7"112"(4) 34"Ø A307BOLTSEMBEDDED 9"HSS 4x4x14"14"PL 10x10x118"G.55.55.6G.8G.9MC12x316'-8"LANDING ELEV.HSS 4x4x14"1'-0"G.5STRUCTURAL STAIRS ENLARGED PLAN,SECTIONS AND DETAILSJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S401.dwg Jul 12, 2017 - 2:31pm daran 1/2" = 1'-0"STAIR STRUCTURAL SECTIONS12014 1/2" = 1'-0"21-S401 1-S40131-S401 1-S401 1/2" = 1'-0"EXTERIOR STAIR STRUCTURAL PLAN @ GROUND LEVEL11-S401 1-S401EXTERIOR STAIR STRUCTURAL PLAN @ SECOND LEVELSTAIR DETAIL1-1/2" = 1'-0"41-S401 1-S401STAIR DETAIL1-1/2" = 1'-0"81-S401 1-S401STAIR DETAIL91-S401 1-S401STAIR DETAIL1-1/2" = 1'-0"51-S401 1-S401SECTION1-1/2" = 1'-0"111-S401 1-S401SECTION1-1/2" = 1'-0"61-S401 1-S401STEEL PLATE1-1/2" = 1'-0"71-S401 1-S401SECTION1-1/2" = 1'-0"101-S401 1-S4011-1/2" = 1'-0"AS SHOWN1-S40107-14-2017NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 1-S601CONFORMED SET182
EXISTINGSTEEL STAIRTO BE REMOVEDEXISTINGSTEEL STAIRTO BE REMOVEDEXISTINGSTEEL STAIRTO BE REMOVEDEXISTINGLIFT TO BEREMOVEDEXISTINGWALLS TO BEREMOVED41-S501 1-S50151-S501 1-S50151-S501 1-S50131-S501 1-S5012423DCEXISTING BUILDINGEXISTING BUILDINGELEV.21-S501 1-S5011ELEV.=+4'-0"F.F.ELEV.ELEV.=(-5'-0" EXISTING)ELEVATOR PITELEV.=0'-0"F.F.ELEV.1ELEV.=+4'-0"F.F.ELEV.T/FOOTINGF.F.ELEV.EXISTING WALLTO BE REMOVEDEXISTING THICKNESSSLAB TO BE REMOVEDELEV.=+4'-0"F.F.ELEV.ELEV.=0'-0"F.F.ELEV.ELEV.=(-5'-0" EXISTING)ELEVATOR PIT1ELEV.=+4'-0"F.F.ELEV.T/FOOTINGF.F.ELEV.JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S501.dwg Jul 12, 2017 - 2:32pm daranEXISTING LOADING DOCK SLABDEMOLITION PLANS12014AS SHOWN1-S5011/4" = 1'-0"1EXISTING LOADING DOCK SLAB DEMOLITION PLANSLAB DEMOLITION LEGENDEXISTING 48" RAISED CONCRETE PLATFORM, CONCRETE WALL, THICKNESSSLAB AND FOOTING AREA TO BE REMOVED.1SECTION3 3/4" = 1'-0"SECTION4 3/4" = 1'-0"SECTION2 3/4" = 1'-0"SECTION5 3/4" = 1'-0"EXISTING CONCRETE SLAB AND FOOTING TO REMAIN21111111222222DENOTES EXISTING INTERIOR/EXTERIOR WALL TO BE DEMOLISHEDKEY PLANEXISTINGLOADING DOCKORLANDO SANFORD INTERNATIONAL AIRPORTTERMINALADDITIONWESTDEMOLITION REQUIREMENTS6. SAWCUT AND REMOVE EXISTING EXTERIOR FLATWORK AND PAVINGAS REQUIRED FOR NEW CONSTRUCTION. FIELD VERIFY EXTENTS OFDEMOLITION REQUIRED TO ENSURE POSITIVE DRAINAGE AWAY FROMTHE BUILDING WHEN CONSTRUCTION IS COMPLETE. EXTENTS OFDEMOLITION SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FORGRAPHIC REPRESENTATION ONLY AND SHALL NOT BE ASSUMED TODELINEATE ACTUAL LIMITS OF DEMOLITION REQUIRED.7. CONDUCT ALL DEMOLITION AND REMOVAL OF DEBRIS AS REQUIREDTO INSURE MINIMUM INTERFERENCE WITH BUILDING/SITE FACILITIESAND OPERATIONS. REMOVE DEMOLISHED MATERIALS FROM SITE ANDLEGALLY DISPOSE OF ALL DEBRIS.8. PROTECT EXISTING PAVING AND STRUCTURES TO REMAIN DURINGDEMOLITION AND CONSTRUCTION.1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER, AND INSTRICT ACCORDANCE WITH OSHA REGULATIONS.2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION.THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION ANDREMOVAL OF PAVING AND FLATWORK, WALLS, PARTITIONS, ROOFING,DOORS, CASEWORK, FIXTURES, PLUMBING, MECHANICAL,REFRIGERATION AND ELECTRICAL ITEMS INCLUDING CONDUITS ANDDUCTWORK AS SHOWN ON THE DRAWINGS OR AS REQUIRED FOR THEINSTALLATION OF THE NEW WORK FOR A COMPLETE JOB.3. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THECONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING,BRACING AND SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTUREINTACT AND IN A SAFE CONDITION.4. PRIOR TO EXCAVATION FOR FOUNDATIONS ADJACENT TO THEEXISTING STRUCTURE, PROVIDE ADEQUATE SUPPORT FOR THESUB-BASE TO PREVENT UNDERMINING OF THE EXISTING FOUNDATION.5. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL SLAB DEMOLITIONFOR REQUIRED PLUMBING WHICH IS NOT SHOWN ON THE DEMOLITIONPLAN.2207-14-2017CONFORMED SET183
2423DCELEV.TSC.J.C.J.C.J.C.J.C.J.21-S502 1-S50241-S502 1-S50241-S502 1-S50231-S502 1-S50231-S502 1-S50231-S502 1-S50251-S502 1-S50223.5C.2EQ.EQ.3'-6"61-S502 1-S502#5 CONT @ 12" OC1'-0"2'-0" MIN#4 DWL @ 18" OC6"MIN.W/6X6-W2.1XW2.1 W.W.F.#4 @ 18" OCSTL. COL. BEYONDFOR SIZE & REINF.EXT. PNLS., SUPPORTMEMBERS, AND FRAMING.(MATCH TO EXISTING)SEE PLAN & SCHDL.DEPTH3"CLR"TDS"1'-0"COL. GRIDLINENOTCH EDGE & SLOPE/ARCH. REQUIREMENTS.(MATCH TO EXISTING)ELEV.=0'-0"F.F. LELEV.MATCH TO EXISTING5" SLAB-ON-GRADEW/6x6-W2.1xW2.1 W.W.F.6"2'-0"6"ELEV.=0'-0"F.F. LELEV.6"4 #4 CONT.#5 @ 12" O.C.CONT. METAL TRACK 18 GA.ATTACHED TO CONCRETE SLAB W/ (2)3/16" Ø TAPCONS @ 16" O.C. & (2) #10TEK SCREWS TO WALL STUDS10MIL VAPOR BARRIER(2) #5 CONT.12" OF COMPACTEDSUBGRADE5" SLAB-ON-GRADEW/6x6-W2.1xW2.1 W.W.F.CONT. BONDBREAKEREXISTING ELEVATOR PITCONCRETE WALL (V.I.F.)ELEV.=0'-0"F.F.ELEV.ELEV.=(-5'-0" EXISTING)ELEVATOR PITELEVATOR PIT (EXISTING)7'-6"NEW OPENINGBOXED HEADER (H2)CONNECTION REF. 7/S203EXISTING PORTION OF WALL,CONDUITS AND OTHER WALLPENETRATION TO REMAIN. (V.I.F.)3"HSS4X4X1/46"2'-0"6"ELEV.=0'-0"F.F. ELEV.6"4 #4 CONT.#5 @ 12" O.C.10MIL VAPOR BARRIER(2) #5 CONT.C.2C4X4X4"-16 GA.CLIP WITH (4) 0.145PAF TO STEEL AND (4) #10 TEKSCREWS TO STUD, TYP.6"-18GA. METAL STUDBRACING AT 16" O.C. MAX., TYP.4X4X4"-16 GA.CLIP WITH (4) #10 TEKSCREWS TO BOXED HEADER MK'D H2AND (4) #10 TEK SCREWS TO STUD, TYP.T/STEEL COLUMNEXISTING W18X35BEAM TO REMAIM (V.I.F.)71-S5021-S5028'-6"11"10"10"7"112"112"HSS 4x4x1/4(4) 34"Ø A325 BOLT X 12"-STL. PL. A3610"x10"x34"JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S502.dwg Jul 12, 2017 - 2:32pm daran04-28-2016S12014AS SHOWN1-S5021/4" = 1'-0"1FOUNDATION PLANSECTION2 3/4" = 1'-0"SECTION3 3/4" = 1'-0"SECTION5 3/4" = 1'-0"SECTION4 3/4" = 1'-0"KEY PLANEXISTINGLOADING DOCKORLANDO SANFORD INTERNATIONAL AIRPORTTERMINALADDITIONWESTEXISTING LOADING DOCK FOUNDATION PLANAND DETAILSFIRST FLOOR TOP OF SLAB REFERENCE = 0'-0". 0'-0" ISFOR REFERENCE ONLY. SEE CIVIL FOR NVGD ELEVATION.1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOTSHOWN. VERIFY ALL DIMENSIONS W/ ARCHITECTURALDRAWINGS PRIOR TO CONSTRUCTION.2.SEE ARCHITECTURAL AND MECHANICAL DRAWINGSFOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDEDITEMS.3.4.FOUNDATION PLAN NOTESFLOOR CONSTRUCTION: 5" FIN. CONCRETE FLOOR SLAB(f'c=4,000 PSI) W/6x6-W2.1xW2.1 W.W.F.ON 10 MIL VAPORBARRIER .FOUNDATION LEGENDWFX.0 DENOTES CONTINUOUS WALL FOUNDATION. REFER TO SCHEDULE FOR DIMENSION AND REINFORCEMENT.CJ DENOTES CONTRUCTION JOINTS.TS DENOTES THICKNESS SLAB.SECTION6 3/4" = 1'-0"COLUMN BASE PLATE7 3/4" = 1'-0"CONFORMED SET184
LIGHT GAUGE STEEL NOTES:1. THE COLD-FORMED STRUCTURAL FRAMING SHALL BEMANUFACTURED FROM STRUCTURAL QUALITY STEEL HAVINGMINIMUM YIELD STRENGTH OF 33 KSI, FOR ALL GAUGES, OROPTIONAL 50 KSI FOR 16GA AND HEAVIER AND HAVE A MINIMUMPROTECTIVE COATING EQUAL TO G-60 GALVANIZED FINISH. THESTEEL SHALL CONFORM TO ONE OF THE FOLLOWING ASTMSTANDARDS: ASTM A-653, ASTM A-875, ASTM A-792 OR ASTMA-463. 2.3.2 THE STRUCTURAL FRAMING SHALL MEET ASTMC-955, HAVE ENGINEERING PROPERTIES CALCULATED INCONFORMANCE WITH THE LATEST EDITION OF AISI "SPECIFICATIONSFOR DESIGN OF COLD-FORMED STRUCTURAL STEEL MEMBERS"2. FASTENING OF THE COLD-FORM STRUCTURAL FRAMING SYSTEMSHALL BE ACCOMPLISHED BY SCREWING, POWER ACTUATEDFASTENERS, WELDING OR A COMBINATION OF METHODS. #10SELF-TAPPING SCREWS SHALL BE USED AT ALL CONNECTIONSUNLESS NOTED OTHERWISE.3. ALL METAL STUDS AND TRACKS TO BE 8" X 18 ga., UNLESSSPECIFICALLY NOTED OTHERWISE, WITH 2-#10 SELF TAPPINGSCREWS IN EACH FLANGE AT EACH CONNECTION (4 TOTAL)UNLESS NOTED OTHERWISE.4. ALL EXTERIOR METAL WALL STUDS TO BE LATERALLY BRACED(BRIDGING) AT 4'-0" O.C. MAXIMUM VERTICALLY.TRACK SAME SIZE ASWALL STUDS (TOP & BOTTOM)SEE METAL STUD HEADER SCHEDULE FOR SIZE & GAGEREFER TO SCHEDULESTUDATTACH TRACK TOEACH STUD FLANGEATTACH AT EACH STUDTRACKTRACKATTACH TRACK TOEACH STUD FLANGENOTE: FASTEN BUILT-UP MEMBER ATTACH EACH SIDETRACKBUILT-UP POSTTOGETHER AT 12" O.C. MAXUTILITY CLIP ANGLES(BY DESIGN)JAMB STUDS(BY DESIGN)(1)#10-16 SCREWTYP. EACH FLANGE(2) UNPUNCHED STUDS.(BY DESIGN)RUNNER TRACK(BY DESIGN) ATTACH TOP &BOTTOM TRACKUSING: (2)#10-16SCREWS @ 24"o.c.CRIPPLE STUDSHEADER ATTACHMENTBLOCKINGNOTES:1. BRIDGING FLAT STRAP 2" WIDEx18GA.2. BLOCKING MATCH STUD DEPTH AND GAGE.3. DENOTES BRIDGING LOCATION ON SECTION EQUALLY SPACED BETWEEN SUPPORT, UNO.(1) TEK SCREW ATEACH SIDEFLANGE10'-0" MAX.METAL STUDBRIDGING AT EACH SIDE(4) TEK SCREWS THROUGH BRIDGINGINTO BLOCKING, BOTH SIDESBLOCKING LOCATE AT FIRST SPACEEACH-END AND 10'-0" o/c BETWEENJ1MARKT & B SIDESMEMBERSHAPEBEARINGJAMB SCHEDULE6" 18 GA.TRACKS6" 16 GA.STUDSDTL. 5/1-S503MARKT & B SIDESMEMBERSHAPEBEARINGHEADER SCHEDULEH114 GA.TRACK12" 14 GA.TRACKDTL. 4/1-S503H26" 14 GA.TRACK12" 14 GA.TRACKDTL. 4/1-S503GENERAL NOTES1. LIMITING HEIGHT (UNBRACED HEIGHT) IS THE CLEARDISTANCE FROM THE FINISH FLOOR TO TOP OF WALLOR BRACE LOCATION (HORIZONTAL OR DIAGONALKNEE BRACE).2. ALL METAL STUDS PROPERTIES TO BE ASMANUFACTURED METAL STUD MANUFACTURESASSOCIATIONS PER ICBO REPORT NO. 4943 ORAPPROVED EQUIVALENT. ALLOWABLE UNBRACEDHEIGHT AS PER CHART ABOVE.3. ALL CONNECTION AND FASTENERS TO BE AS PERDETAILS. ALL MANUFACTURERS AND ICBO REPORT #TO BE STRICTLY ADHERED TO BY GC UNLESSAPPROVAL FOR EQUAL SUBSTITUTION IS RECEIVEDFROM VPI.4. ALL GYP BOARD TO BE 5/8" TYPE "X" ON ALLPARTITIONS THROUGHOUT. ATTACH WITH 1" TYPE "S"DRYWALL SCREWS 12" O,C, VERTICALLY AT STUDSAND 8" O.C. AROUND PERIMETER UNLESS NOTEDOTHERWISE.INTERIOR STUD FRAMING NOTES:1. LIMITING HEIGHT FOR 5/8" GYP PANELS AND 5 PSFUNIFORM LOAD PERPENDICULAR TO PARTITION ORFURRING.2. USE ONE-LAYER HEIGHTS FOR UNBALANCED ASSEMBLIES.USE TWO LAYER HEIGHTS FOR MULTI-LAYER ASSEMBLIES.3. FOR FURRING STUD ATTACHED TO TOP AND BOTTOMRUNNERS AND FREE-STANDING UP TO 12'-0" HEIGHT.4. STUDS EXCEEDING 12'-0" HEIGHT REQUIRE MID-HEIGHTANCHOR TO EXTERIOR WALL. ASSEMBLIES WITHOUT FACEPANELS AND CHASE WALLS PARTITIONS REQUIREVERTICAL CROSS BRACES 4'-0" O.C. MAX. LIMITINGCRITERIA D-DEFLECTION, F-BENDING STRESS, V-ENDREACTION SHEAR.5. THE TYPICAL PHYSICAL AND STRUCTURAL PROPERTIESAND APPLICABLE TABLES PUBLISHED WITH THIS CHARTREPRESENT CHARACTERISTICS AND/OR STEEL STUDSCURRENTLY AVAILABLE FROM A GROUP OF STEEL STUDMANUFACTURERS.6. GENERAL CONTRACTOR TO CONSULT STUDMANUFACTURER FOR ACTUAL PHYSICAL AND STRUCTURALPROPERTIES, STUD THICKNESS AND LIMITING EIGHTTABLES TO DETERMINE FINAL STUD SELECTION.6"1625'-0"6"1824'-0"6"2021'-0"4"1619'-0"4"1818'-0"4"2016'-0"3 5/8"1618'-0"1816'-0"2014'-0"3 5/8"3 5/8"GAUGELIMITING/UNBRACED HEIGHTSIZEINTERIOR METAL STUD FRAMING CHARTJ1H1J1FOR EXTERIOR DOORDIMENSION REFER TO ARCH DRAWINGSFOR EXTERIOR DOOR H.T.REFER TO ARCH DRAWINGSJ1H1J1FOR EXTERIOR DOORDIMENSION REFER TO ARCH DRAWINGSFOR EXTERIOR DOOR H.T.REFER TO ARCH DRAWINGSH1H1J1J1FOR FIXED GLASS WINDOWDIMENSION REFER TO ARCH DRAWINGSFOR FIXED GLASS WINDOW H.T.REFER TO ARCH DRAWINGSMARKREMARKTRACK SCHEDULET18" 14 GA. TRACKSATTACHED TO J2 MEMBER & SPACINGSHAPEW/ 6X6 14 GA CLIPS6#10 TEKS TO TRACK6#10 TEKS TO JAMBJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S503.dwg Jul 12, 2017 - 2:32pm daranS12014AS SHOWN1-S5031/4" = 1'-0"1NEW DOOR OPENING FRAMING ELEVATION (TYPICAL)1/4" = 1'-0"2WINDOW FRAMING ELEVATION (TYPICAL)3/4" = 1'-0"3TYPICAL STUDS IN PLACE3/4" = 1'-0"4TYPICAL BOXED HEADER CONNECTION3/4" = 1'-0"5TYPICAL BUILT UP POST (JAMB)3/4" = 1'-0"6TYPICAL BRIDGING DETAILTYPICAL LIGHT GAGE FRAMING DETAILS FORDOOR AND WINDOWS07-14-2017CONFORMED SET185
WHERE APPLIESUP TO ROOF LEVEL,CLCOLUMN CONTINUESCAP PL. OF SAME THICKNESS ATREPLACED WITH A CONTINUOUSTOP STIFFENER PLATES SHALL BEBEAM1 1/2"TIGHT CONDITION UNLESSTIGHTENED TO THE SNUG3/4"Ø A325 FIELD BOLTS NOTED OTHERWISE IN STEEL 3/8" THICK SHEAR PL. WITHERECTION NOTES.USE 3/8"THICK MIN.,TYP.TO MATCH BEAM FLANGE,STIFFENER PLATES THICKNESSNOT SHOWN FOR CLARITY)COLUMN (FLANGE CONNECTION3-SIDESAWS3/16"3/16"E70XX1/4"2 5/16"TYPICAL BEAM TO COLUMN WEB MOMENT CONNECTIONSCALE: 1" = 1'-0"ROOF LEVELBOTTOM FLANGESAWS E70XX1/4"B-U4a TOP &3"SEE NOTEN ROWS@3"1-1/2"TYP.W8, W10W12, W14W16,W18,W21,W24,W27,W30,W33, W36N=2N=3N=4N=5N=6N=7N=8N=9N=10(BEAM IS SHOWN FLAT FOR CLARITY. USE 2-1/2"DISTANCE TO FIRST HOLE FOR W8X40, X35, X31, X28, AND FOR 24.USE 3-1/2"DISTANCE TO FIRST HOLE FOR W24X104, X146, & X162.)WHERE APPLIESUP TO ROOF LEVEL,CLCOLUMN CONTINUESCAP PL. OF SAME THICKNESS ATREPLACED WITH A CONTINUOUSTOP STIFFENER PLATES SHALL BEBEAM1 1/2"TIGHT CONDITION ON BEAM UNLESSTIGHTENED TO THE SNUGNOTED OTHERWISE IN STEEL 2-L 4"X4"X3/8"ØA-325 SHOP BOLTSERECTION NOTES.NOT SHOWN FOR CLARITY)COLUMN (FLANGE CONNECTION2-1/16"TYPICAL BEAM TO COLUMN FLANGE SHEAR CONNECTION (Bf=8)SCALE: 1" = 1'-0"ROOF LEVEL3"SEE NOTEN ROWS@3"1-1/2"TYP.W8, W10W12, W14W16, W18W21, W24W27, W30W33,W36,N=2N=3N=4N=5N=6N=7N=8(BEAM IS SHOWN FLAT FOR CLARITY. Bf STANDS FOR COLUMN FLANGE WIDTH.USE 2-1/2"DISTANCE TO FIRST HOLE FOR W8X40,X35, X31, X28, X24, AND C8X18.75, X13.75 & 11.5. USE 3-1/2" DISTANCE TO FIRST HOLE FOR W24X104, X146, & X162CLEAR1/2"TO THE SNUG TIGHT CONDITION ON3/4"ØA-325 FIELD BOLTS TIGHTENEDCOLUMN UNLESS NOTED OTHERWISEIN STEEL ERECTION NOTES,Ga=5-1/2",TYP.WHERE APPLIESUP TO ROOF LEVEL,CLCOLUMN CONTINUESCAP PL. OF SAME THICKNESS ATREPLACED WITH A CONTINUOUSTOP STIFFENER PLATES SHALL BEBEAM1 1/2"TIGHT CONDITION ON BEAM UNLESSTIGHTENED TO THE SNUGNOTED OTHERWISE IN STEEL 2-L 4"X4"X3/8"ØWITH 3/4"ØA-325 SHOP BOLTSERECTION NOTES.2-1/16"A SHEAR CONNECTION AT FLANGE AND FOR W10 AND LARGER COLUMNSSCALE: 1" = 1'-0"ROOF LEVEL3"SEE NOTEN ROWS@3"1-1/4"TYP.W8, W10W12, W14W16, W18W21, W24W27, W30W33,W36,N=2N=3N=4N=5N=6N=7N=8(BEAM IS SHOWN FLAT FOR CLARITY. USE 2-1/2"DISTANCE TO FIRST HOLE FOR WXX40, X35, X31, X28, & X24.USE 3-1/2"DISTANCE TO FIRST HOLEFOR W24X104, X146 & X162.CLEAR1/2"TO THE SNUG TIGHT CONDITION ON3/4"ØA-325 FIELD BOLTS TIGHTENEDCOLUMN UNLESS NOTED OTHERWISEIN STEEL ERECTION NOTES,Ga=5-1/2",TYP.THE SECOND HOLE OF THE BEAM ONSHALL HAVE THE FIRST HOLE MATCHBEAM ON ONE SIDE OF COLUMN WEBTHE OTHER SIDE OF COLUMN TO COMPLYWITH ERECTION SAFETY RULES BY OSHA.THIS IS REQUIRED ONLY WHEN BEAMSSHARE ALL THEIR BOLTS ON THE COLUMNWEB.NOT SHOWN FOR CLARITY)COLUMN (FLANGE CONNECTIONTYPICAL BEAM TO COLUMN WEB SHEAR CONNECTION WHEN THERE IS0"AT ROOF LEVELWHERE APPLIESUP TO ROOF LEVEL,CLCOLUMN CONTINUESCAP PL. OF SAME THICKNESS ATREPLACED WITH A CONTINUOUSTOP STIFFENER PLATES SHALL BEBEAMTIGHT CONDITION ON BEAM UNLESSTIGHTENED TO THE SNUGNOTED OTHERWISE IN STEEL 2-L 4"X4"X3/8"ØA-325 SHOP BOLTSERECTION NOTES.TYPICAL BEAM TO COLUMN FLANGE MOMENT CONNECTION (Bf=8)SCALE: 1" = 1'-0"ROOF LEVEL3"SEE NOTEN ROWS@3"1-1/4"TYP.W8, W10W12, W14W16, W18W21, W24W27, W30W33,W36,N=2N=3N=4N=5N=6N=7N=8(BEAM IS SHOWN FLAT FOR CLARITY. Bf STANDS FOR COLUMN FLANGE WIDTH. USE 2-1/2"DISTANCE TO FIRST HOLE FORW8X40,X35, X31, X28 AND X24. USE 3-1/2"DISTANCE TO FIRST HOLE FOR W 24X104, X146 AND X162.AT FLG.1/4"CLEARTO THE SNUG TIGHT CONDITION ON3/4"ØA-325 FIELD BOLTS TIGHTENEDCOLUMN UNLESS NOTED OTHERWISEIN STEEL ERECTION NOTES,Ga=3-1/2",TYP.BOTTOM FLANGESAWS E70XX1/4"B-U4a TOP &BOTTOM FLANGESAWS E70XX1/4"B-U4a TOP &1-2"CL.@ WEBUSE 3/8"THICK MIN. TYP.TO MATCH BEAM FLANGE,STIFFENER PL'S THICKNESS 1"ABOVE TOSAT ROOF LEVEL(WEB CONNECTION NOT SHOWNFOR CLARITY)WHERE APPLIESUP TO ROOF LEVEL,CLCOLUMN CONTINUESCAP PL. OF SAME THICKNESS ATREPLACED WITH A CONTINUOUSTOP STIFFENER PLATES SHALL BEBEAMWELDED TO BEAM2-L 3"X3"X3/8"ØA-325 SHOPTYPICAL BEAM TO COLUMN FLANGE MOMENT CONNECTION (Bf=8)SCALE: 1" = 1'-0"ROOF LEVEL3"SEE NOTEN ROWS@3"1-1/4"TYP.W8, W10W12, W14W16, W18W21, W24W27, W30W33,W36,N=2N=3N=4N=5N=6N=7N=8(BEAM IS SHOWN FLAT FOR CLARITY. Bf STANDS FOR COLUMN FLANGE WIDTH. USE 2-1/2" DISTANCE TO FIRST HOLE FOR W8X40, X35, X31, X28, X24 AND C8X18.75, X13.75 & 11.5 USE 3-1/2" DISTANCE TO FIRST HOLE FOR W24X104, X146 &162.AT FLG.1/4"CLEARTO THE SNUG TIGHT CONDITION ON3/4"ØA-325 FIELD BOLTS TIGHTENEDCOLUMN UNLESS NOTED OTHERWISEIN STEEL ERECTION NOTES,Ga=3-1/2",TYP.BOTTOM FLANGESAWS E70XX1/4"B-U4a TOP &1-2"CL.@ WEB1"ABOVE TOSAT ROOF LEVEL(WEB CONNECTION NOT SHOWNFOR CLARITY)BOTTOM FLANGESAWS E70XX1/4"B-U4a TOP &CAP PL. OF SAME THICKNESS ATREPLACED WITH A CONTINUOUSTOP STIFFENER PLATES SHALL BEBEAMX LARGEST K DIM.TIGHT CONDITION ON BEAM UNLESSTIGHTENED TO THE SNUGNOTED OTHERWISE IN STEEL 2-L 4"X4"X3/8"ØA-325 SHOP BOLTSERECTION NOTES.2-1/16"TYPICAL BEAM TO GIRDER CONNECTIONSCALE: 1" = 1'-0"ROOF LEVEL3"SEE NOTEN ROWS@3"1-1/4"TYP.W8, W10W12, W14W16, W18W21, W24W27, W30W33,W36,N=2N=3N=4N=5N=6N=7N=8(BEAM IS SHOWN FLAT FOR CLARITY. USE 2-1/2" DISTANCE TO FIRST HOLEFOR W8X40, X35, 31, X28, X24 AND C8X18.75, X13.75 AND 11.5CLEAR1/2"TO THE SNUG TIGHT CONDITION ON3/4"ØA-325 FIELD BOLTS TIGHTENEDCOLUMN UNLESS NOTED OTHERWISEIN STEEL ERECTION NOTES,Ga=5-1/2",TYP.GIRDERS 12BfGIRDERUSE 3-1/2" DISTANCE TO FIRST HOLE FOR W24X104, X146 AND X162).K DIM.WHERE APPLIESUP TO ROOF LEVEL,CLCOLUMN CONTINUESCAP PL. OF SAME THICKNESS ATREPLACED WITH A CONTINUOUSTOP STIFFENER PLATES SHALL BEBEAMTIGHT CONDITION ON BEAM UNLESSTIGHTENED TO THE SNUGNOTED OTHERWISE IN STEEL 2-L 4"X4"X3/8"ØA-325 SHOP BOLTSERECTION NOTES.TYPICAL BEAM TO COLUMN FLANGE MOMENT CONNECTION (Bf=8)SCALE: 1" = 1'-0"ROOF LEVEL3"SEE NOTEN ROWS@3"1-1/4"TYP.W8, W10W12, W14W16, W18W21, W24W27, W30W33,W36,N=2N=3N=4N=5N=6N=7N=8(BEAM IS SHOWN FLAT FOR CLARITY. Bf STANDS FOR COLUMN FLANGE WIDTH. USE 2-1/2"DISTANCE TO FIRST HOLE FORW8X40,X35, X31, X28 AND X24. USE 3-1/2"DISTANCE TO FIRST HOLE FOR W 24X104, X146 AND X162.)AT FLG.1/4"CLEARTO THE SNUG TIGHT CONDITION ON3/4"ØA-325 FIELD BOLTS TIGHTENEDCOLUMN UNLESS NOTED OTHERWISEIN STEEL ERECTION NOTES,Ga=3-1/2",TYP.BOTTOM FLANGESAWS E70XX1/4"B-U4a TOP &BOTTOM FLANGESAWS E70XX1/4"B-U4a TOP &1-2"CL.@ WEBUSE 3/8"THICK MIN. TYP.TO MATCH BEAM FLANGE,STIFFENER PL'S THICKNESS 1"ABOVE TOSAT ROOF LEVEL(WEB CONNECTION NOT SHOWNFOR CLARITY)2-5/16"WHERE APPLIESUP TO ROOF LEVEL,CLCOLUMN CONTINUES3/8" THICK CAP PL. AT ROOF LEVELREPLACED WITH A CONTINUOUSTOP STIFFENER PLATES SHALL BEBEAM1 1/2"TIGHT CONDITION UNLESSTIGHTENED TO THE SNUG3/4"Ø A325 FIELD BOLTS NOTED OTHERWISE IN STEEL 3/8" THICK SHEAR PL. WITHERECTION NOTES.USE 3/8"THICK MIN.,TYP.TO MATCH BEAM FLANGE,STIFFENER PLATES THICKNESSNOT SHOWN FOR CLARITY)COLUMN (FLANGE CONNECTION3-SIDESAWS3/16"3/16"E70XX1/4"2 1/16"WHEN THERE IS A MOMENT CONNECTION AT FLANGE NOT TO SCALE3"SEE NOTEN ROWS@3"1-1/2"TYP.W8, W10W12, W14W16,W18,W21,W24,W27,W30,W33, W36N=2N=3N=4N=5N=6N=7N=8N=9N=10(BEAM IS SHOWN FLAT FOR CLARITY. USE 2-1/2"DISTANCE TO FIRST HOLE FOR W8X40, X35, X31, X28, AND FOR 24.USE 3-1/2"DISTANCE TO FIRST HOLE FOR W24X104, X146, & X162.)REQUIRED.STIFFENER LOCATIONS SHALLBY FLANGE MOMENT CONNECTION WHEN3/8"THICK STIFFENER PL'S OR AS REQUIREDLINE UP WITH NOMINAL BEAM DEPTH ORAS REQUIRED BY FLANGE MOMENTCONNECTIONREQUIRED.STIFFENER LOCATIONS SHALLBY FLANGE MOMENT CONNECTION WHEN3/8"THICK STIFFENER PL'S OR AS REQUIREDLINE UP WITH NOMINAL BEAM DEPTH ORAS REQUIRED BY FLANGE MOMENTCONNECTIONTYPICAL BEAM TO COLUMN WEB MOMENT CONNECTIONAND FOR W8 COLUMNSTYPICAL CONNECTION DETAILS NOTES:1-MATERIAL FOR ALL WIDE FLANGE SECTIONS IS ASTM A992 (Fy=50 ksi)2-MATERIAL FOR ALL ANGLES AND PLATES IS ASTM A36 (Fy=36 ksi)3-ALL SHEAR PLATES HAVE HORIZONTAL SLOTTED HOLES 13/16"X1-1/16"4-ALL CONNECTION ANGLES HAVE HORIZONTAL SLOTTEDHOLES 13/16"X1/16" IN THE OUTSTANDING LEG.JOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE I\1-S601.dwg Jul 12, 2017 - 2:29pm daranSTEEL FRAMING CONNECTIONS AND DETAILSAS SHOWNS120141-S60107-14-2017CONFORMED SET186
FIRE ALARM SYMBOLS LEGEND##Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E FirmKSPKSPTTNTTN500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:1/4" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt6/8/2017 2:52:14 PM1-FA-001PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFIRE ALARM GENERAL NOTES AND SYMBOLS04-26-2017S12014REVISIONS#DATEDESCRIPTIONBYCONFORMED SET187
FIRE ALARM RISER DIAGRAMREFER TO SHEET 1-G-FA102 FOR AREA PLAN.2) REFER TO SHEET 1-G-FA103 AREA PLAN.3) REFER TO SHEET 1-FA-001 GENERAL NOTES.CAPACITY AND AHJ.RUN TWO CONDUITS TO MAIN FACP.TERMINATE DEVICES TO THE CLOSEST FIRE ALARMTERMINAL CABINET OR EXISTING J-BOX. TERMINATEDEVICES TO EXISTING OR EXTENDED CIRCUIT PER LOADKEY NOTES:2)REFER TO SHEET 1-G-FA103 AREA PLAN.3)REFER TO SHEET 1-FA-001 GENERAL NOTES.1)REFER TO SHEET 1-G-FA102 FOR AREA PLAN.GENERAL NOTES:GENERALNOTES:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:C:\Users\dkramer\Documents\MEP_S12014_03_23_16_dkramer.rvt7/11/2017 12:28:12 PM1-G-FA002PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDA07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYCPHCPHT NASHT NASHAS NOTEDCONFORMED SET188
CONFORMED SET189
CONFORMED SET190
CONFORMED SET191
F
C
C
C
C
C
S S S S S S S
C
C
C
C
C
C
C
C
C
C
C
C C C
B16 B15 B14 B13 B12
BH
BF
A B11
BE1
BH.1
BH.2
BH.3EXISTING MECHANICAL ROOM
B2-01
CORRIDOR
B2-18
SECURITY OFFICE
B2-08SECURITY EXIT
B2-02
RECEPTION
B2-10
ELEVATOR 3
B1-48
OPPS MANAGER OFFICE
B2-11MENS ROOM
B2-05
WOMENS ROOM
B2-04
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\MEP_S12014_03_23_16_dkramer.rvt9/13/2017 10:43:40 AM1-GD-FA101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION FLOOR PLAN - PHASE 1 - FIRE ALARM08-11-2017S12014CPHCPHT NASHT NASHAS NOTED 1/8" = 1'-0"1 DEMOLITON FLOOR PLAN - PHASE 1 - FIRE ALARM - SECOND FLOOR
1
KEY NOTES:
1) REFER TO SHEET 1-G-FA102 FOR AREA PLAN.
2) REFER TO SHEET 1-G-FA001 GENERAL NOTES.
3) REFER TO SHEET 1-G-FA002 RISER DIAGRAM.
GENERAL NOTES:
REMOVE DEVICES, ASSOCIATED JUNCTION
BOXES, CONDUIT AND WIRING BACK TO
NEAREST JUNCTION BOX THAT IS TO
REMAIN. EXISTING DEVICES SHALL BE
CLEANED, TESTED AND VERIFIED IN GOOD
WORKING CONDITION FOR REUSE.
DAMAGED DEVICES TO BE REPLACED BY
SIMILAR TYPE AND COLOR. INTERCEPT AND
EXTEND CONDUIT AND WIRING TO NEW
LOCATION AND CONNECT TO EXISTING
DEVICE TO BE REUSED.
1
1
1
1
REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 5ENTIRE SHEET REVISED5
CONFORMED SET
192
CONFORMED SET193
2
2
3
1
1F75CDF75CD
75C D
7 5 C D
7 5 C D
7 5 C D75CD75CD
W P
F75CDF75CDF75CD7 5C D 75C DF
75CD75CD75CD75CD75CD75CD75CD75CDRR75CD75CDVTWFAIMAIMC1
CA
LOADING DOCK
LD-1
BADGING
LD-5
RESTROOM
LD-7
CHIEF
LD-20
BREAK ROOM
LD-21
IT
LD-16
CORRIDOR
LD-14
INTERVIEW
LD-10
RECEPTION
LD-8
STORAGE
LD-17
ARMS
LD-15
OFFICE
LD-18
OFFICE
LD-6
STORAGE
LD-9
HVAC
LD-4
RESTROOM
LD-2
HVAC
LD-11
SHOWER
LD-12
RESTROOM
LD-13
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASH 1/8" = 1'-0"C:\Users\dkramer\Documents\MEP_S12014_03_23_16_dkramer.rvt9/8/2017 7:36:16 AM1-LD-FA100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - NEW LOADING DOCK - FIRE ALARM08-11-2017S12014N
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
NEW LOADING
DOCK
BUILDING OUTBOUND F.I.S. /
CUSTOMS
INBOUND
1
KEY NOTES:
1) REFER TO SHEET 1-G-FA101 FOR AREA PLAN.
2) REFER TO SHEET 1-G-FA001 GENERAL NOTES.
3) REFER TO SHEET 1-G-FA002 RISER DIAGRAM.
GENERAL NOTES:
COORDINATE EXACT LOCATION AND
REQUIREMENTS WITH FIRE SPRINKLER
CONTRACTOR.
CONTROL RELAY FOR FIRE STAT.
COORDINATE EXACT LOCATION AND
REQUIREMENT WITH MECHANICAL
CONTRACTOR.
RUN TWO 3" CONDUIT TO MAIN FACP.CPHCPHT NASHT NASHAS NOTED 1/8" = 1'-0"1 FLOOR PLAN - NEW LOADING DOCK - PHASE 1 - FIRE ALARM
2
3
REVISIONS#DATEDESCRIPTIONBY09/08/2017ADDENDUM 4CONFORMED SET
194
CONFORMED SET195
CONFORMED SET196
CONFORMED SET197
CONFORMED SET198
CONFORMED SET199
CONFORMED SET200
CONFORMED SET201
CONFORMED SET202
CONFORMED SET203
CONFORMED SET204
HYDRAULIC DESIGN DATA
SPRINKLER PIPING (ABOVE GRADE)
FIRE MAIN (BELOW GRADE)
SIDEWALL SPRINKLER
EXT. COVERAGE
UPRIGHT SPRINKLER
SIDEWALL SPRINKLER
SIDEWALL SPRINKLER
PENDANT SPRINKLER
SPRINKLER TYPE
PENDANT SPRINKLER
COMBINATION SPRINKLER RISER
FIRE SPRINKLER LEGEND
212°
165°
212°
165°
165°
TEMP.
165°
FL
FM
SYMBOL RESPONSE
NONE
PLATE
ESCUTCHEON
SEMI-RECESSED
SEMI-RECESSED
CONCEALED
SEMI-RECESSED
CHROME 1/2" 5.6
FINISH
CHROME
CHROME
CHROME
CHROME
CHROME
7/16"
1/2"
1/2"
4.1
5.6
5.6
1/2"
SIZE
1/2"
5.6
K
5.6
QUICK
QUICK
QUICK
QUICK
QUICK
QUICK
KEY NOTE
AIR COMPRESSOR SCHEDULE
MAXIMUM DISTANCE BETWEEN HANGERS
NOMINAL PIPE SIZE
(STEEL PIPE)
1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6"
12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
FIRE SPRINKLER HAZARD CLASSIFICATION OF ROOM
EXISTING STRUCTURAL FIREPROOFING REPAIR STRUCTURAL DELEGATED DESIGN
1. FIRE PROTECTION SYSTEM SHALL COMPLY WITH THE LATEST EDITION OF NFPA # 12A, 13,
14, 15, 24, 25, 70, 72, 75, & 101, LOCAL FIRE MARSHALS OFFICE, OWNERS INSURANCE CARRIER,
ALL APPLICABLE STATE, LOCAL AND FEDERAL CODES AND REGULATIONS AND ANY OTHER
AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. THIS SYSTEM SHALL BE INSTALLED
BY A STATE OF FLORIDA CERTIFIED FIRE PROTECTION CONTRACTOR SKILLED AND LICENSED
IN THIS PARTICULAR TRADE.
2. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND HYDRAULIC
CALCULATIONS FOR APPROVAL BY THE AUTHORITIES HAVING JURISDICTION AND ENGINEER
PRIOR TO COMMENCEMENT OF ANY WORK. THE DOCUMENTS SHALL BE PREPARED IN
ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THESE DRAWINGS AND
SPECIFICATIONS AND ALL APPLICABLE CODES ADOPTED BY THE STATE OF FLORIDA.
3. THE CONTRACTOR SHALL CONDUCT A HYDRANT FLOW TEST, WHICH SHALL BE THE BASIS
FOR THE HYDRAULIC CALCULATIONS. CONTRACTOR SHALL EVALUATE THE WATER SUPPLY
FOR EVIDENCE OF MICROBIAL INDUCED CORROSION (MIC) AND INCORPORATE ANY
PREVENTIVE MEASURES AS REQUIRED.
4. THE CONTRACTOR SHALL PROVIDE ALL PERMITS, MATERIAL, LABOR, TRUCKING, HOISTING,
ENGINEERING, SCAFFOLDING, POWER HOOK UPS, PROTECTION, SHOP DRAWINGS, TAXES,
LAYOUT, EQUIPMENT, SUPERVISION, INSURANCE, ETC. NECESSARY FOR THE FURNISHING
AND INSTALLATION OF ALL SPECIFIED AND RELATED WORK IN ACCORDANCE WITH THE
CONTACT DRAWINGS AND SPECIFICATIONS.
5. THIS CONTRACTOR SHALL OBTAIN FINAL INSPECTION AND APPROVAL BY LOCAL FIRE
DEPARTMENT, BLDG. DEPT., OWNERS INSURANCE CARRIER AND ARCHITECT/ENGINEER.
6. PROVIDE DETAIL AND INDICATE TYPE OF HANGERS TO BE INSTALLED FOR SPRINKLER
PIPING. METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN ACCORDANCE
WITH N.F.P.A. 13. ALL HANGERS ON 4" PIPE AND LARGER SHALL BE CLEVIS-TYPE HANGERS.
HANGERS SHALL NOT INTERFERE WITH ANY OTHER TRADE. POWDER DRIVEN STUDS SHALL
NOT BE USED. ALL PIPING SUPPORTS AND HANGERS SHALL BE CORROSION RESISTANT,
SIZED AND SPACED IN ACCORDANCE WITH NFPA #13 .
7. BEFORE SUBMITTING PROPOSAL OR BID, EXAMINE ALL DRAWINGS AND SPECIFICATIONS
RELATING TO THIS PROJECT, THE AMOUNT OF SPACE AVAILABLE FOR PIPING, EQUIPMENT
AND CONNECTING SERVICES, THE SCOPE OF SITE OF THE WORK, THE REQUIREMENTS TO
CORRELATE THE FIRE PROTECTION WORK WITH THAT OF OTHER TRADES AND THE TIME
SCHEDULE NECESSARY TO PERFORM THAT WORK. CONTRACTOR SHALL VISIT THE SITE TO
CHECK AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING TO INSURE THE
COORDINATION OF THE FIRE SERVICES WITH EXISTING CONDITIONS. IN CASE OF DISPUTE OR
DOUBT AS TO INTENT OF DRAWINGS OR SPECIFICATIONS, OBTAIN ARCHITECT/ENGINEER'S
WRITTEN DECISION BEFORE PROCEEDING WITH BID OR WORK INVOLVED.
8. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOUND
BETWEEN THESE PLANS, OTHER ENGINEERING PLANS, THE ARCHITECTURAL PLANS AND/OR
FIELD CONDITIONS PRIOR TO FINAL BID PRICE OR FINAL PERMITTING.
9. INDICATE CENTER TO CENTER DIMENSIONS AND/OR PIPE CUT LENGTHS AND NOMINAL PIPE
DIAMETERS ON ALL PIPING. INDICATE PIPE TYPE, SCHEDULE OF WALL THICKNESS AND
METHOD OF JOINING ON SHOP DRAWING.
10. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS SHALL BE DONE ONLY
WITH THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER.
11. VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND AVOID ANY / ALL
OBSTRUCTIONS OR INTERFERENCES WITH FIRE PROTECTION PIPE ROUTING.
12. ALL MATERIALS, WHERE APPLICABLE, SHALL BE U.L. LISTED AND FACTORY MUTUAL
APPROVED FOR USE IN AUTOMATIC SPRINKLER SYSTEMS. ALL NEW PIPING SHALL BE
HYDROSTATICALLY TESTED FOR TWO HOURS IN ACCORDANCE WITH NFPA #13. HYDROSTATIC
TEST PRESSURE SHALL BE 200 PSI.
13. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, FLOORS, ROOFS, ETC.,
FLASH AND COUNTERFLASH ROOF PENETRATIONS. (SEE FIRE RATED PIPE PENETRATION
DETAILS ON ARCHITECTURAL SHEETS).
14. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES TO AVOID DUCTWORK,
LIGHTING, PIPING AND ANY BUILDING STRUCTURE , ROUTE ALL PIPING CONCEALED ABOVE
CEILING, WITHIN CHASES OR CONCEALED WITHIN WALLS.
15. WELD-O-LETS SHALL BE TWO SIZES SMALLER THAN CROSSMAIN, NO LENGTH OF
CROSSMAIN SHALL BE GREATER THAN 10'-0". ALL SPRINKLER PIPING & FITTINGS SHALL BE
INSTALLED ABSOLUTELY RUST-FREE.
16. ALL SPRINKLER DROPS SHALL BE 1" SCHEDULE 40 BLACK STEEL PIPE WITH 1" X 1/2"
THREADED REDUCER.
17. PIPE SHALL BE REAMED AND CLEANED BEFORE ASSEMBLY, AND AFTER ASSEMBLY THE
ENTIRE PIPING SYSTEM SHALL BE FLUSHED CLEAN.
18. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND
CHASES.
19. PROVIDE SYSTEM(S) WITH FLUSHING CONNECTION(S).
20. INSPECTOR'S TEST VALVE SHALL NOT EXCEED 7 FEET ABOVE THE FINISHED FLOOR.
PROVIDE SMOOTH BORE CORROSION RESISTANT OUTLET FOR INSPECTOR'S TEST GIVING
FLOW EQUIVALENT TO 1 SPRINKLER.
21. THIS CONTRACTOR SHALL ASSIST IN PREPARATION OF COORDINATION DRAWINGS FOR ALL
LEVELS WHICH INDICATE ALL THE ENGINEERING DISCIPLINES & FIRE PROTECTION PIPING.
22. FIRE SPRINKLER PIPING SHALL NOT TRAVEL OVER THE TOPS OF ELECTRICAL PANEL
BOARDS.
23. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING HEIGHTS IN EACH AREA.
24. WET SYSTEM PIPING SHALL BE INSTALLED LEVEL TO DRAIN BACK TO THE SYSTEM RISER,
IN ACCORDANCE WITH NFPA #13, 4-14.3.2. TRAPPED SECTIONS OF PIPING SHALL HAVE
AUXILIARY DRAIN CONNECTIONS IN ACCORDANCE WITH 4-14.3.5
25. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF FUSIBLE ELEMENTS SHALL BE IN
ACCORDANCE WITH N.F.P.A. 13. ALL SPRINKLERS SHALL HAVE CORROSIVE RESISTANT
COATING WHERE EXPOSED TO ELEMENTS.
26. SPRINKLERS SHALL COVER THE ENTIRE AREA OF ALL STRUCTURAL MEMBERS. THE SPRAY
PATTERN ON ANY SPRINKLER SHALL NOT BE BLOCKED BY WALL, PARTITIONS OR
STRUCTURAL COMPONENTS.
27. ALL PENDENT SPRINKLERS SHALL BE CENTER OF TILE, UNLESS MAXIMUM DISTANCES
FROM WALLS OR BETWEEN HEADS IS EXCEEDED. IF NOT POSSIBLE ALL SPRINKLER HEADS
MOUNTED IN CEILING SHALL BE LOCATED A MINIMUM OF 4" AWAY FROM ANY WALLS, CEILING
GRID MEMBERS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL INTERSECTING
STRUCTURAL SURFACE.
28. PROVIDE STOCK OF EXTRA SPRINKLERS IN ACCORDANCE WITH N.F.P.A. # 13.
29. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED DUCTWORK 4 FEET OR WIDER.
30. PROVIDE HAZARD COVERAGE FOR THE FUNCTIONS FOR EACH AREA AS INDICATED ON
PLANS OR REQUIRED BY NFPA.
31. INDICATE THE LOCATION AND SIZE OF BLIND SPACES AND CLOSETS.
32. PROVIDE HEAD GUARDS ON SPRINKLER HEADS IN ELECTRIC, TELEPHONE, AND
MECHANICAL ROOMS.
33. SPRINKLER HEADS SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE MANUFACTURES
GUIDE LINES.
34. CONTRACTOR SHALL PERFORM A HYDROSTATIC TEST OF THE SPRINKLER SYSTEM IN
ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13. NOTIFY THE ARCHITECT, ENGINEER,
OWNER AND UNDERWRITER PRIOR TO PERFORMING THE TEST WHO, AT THEIR OPTION, MAY
DESIRE TO WITNESS THE TEST. TEST SHALL BE SATISFACTORY TO THE ARCHITECT,
ENGINEER, OWNER, UNDERWRITER OR AUTHORITIES HAVING JURISDICTION. AFTER TESTING
HAS BEEN COMPLETED, ALL VALVES SHALL BE LEFT IN THEIR RESPECTIVE NORMAL
POSITIONS, AND THE OWNER AND HIS DULY APPOINTED REPRESENTATIVE SHALL BE
INSTRUCTED IN THE CARE, OPERATION AND MAINTENANCE OF THE ENTIRE SYSTEM. ALL
MATERIAL AND TEST CERTIFICATE SHALL BE COMPLETED AND TURN OVER TO THE OWNER'S
REPRESENTATIVE AT THAT TIME.
35. FLUSHING CONNECTIONS TO BE PROVIDED AT REMOTE ENDS OF ALL CROSS MAINS.
36. PROJECT SPECIFICATIONS TAKE PRECEDENT OVER PLANS.
37. VERIFY UNDERGROUND FIRE MAIN LOCATIONS AND SIZE OF FIRE MAIN REQUIRED WITH
PROJECT SITE PLAN.
38. UNFORESEEN CONDITIONS MAY EXIST. COOPERATION WITH OTHER TRADES IN ROUTING
AND/OR BURIAL DEPTHS AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE
ARCHITECT MAY BE NECESSARY. IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE
CONSIDERED AS PART OF THIS CONTRACT. THIS CONTRACTOR IS TO FIELD VERIFY
DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE
CONTRACT.
39.THE CONTRACTOR WILL INSTALL A FIRE SAFETY PROGRAM TO ADDRESS ALL THE REQUIREMENTS
SPECIFIED IN THE FLORIDA FIRE PREVENTION CODE, INCLUDING NFPA 241. THIS PROGRAM SHALL BE
EFFECTIVE FOR THE DURATION OF ALL DEMOLITION, ALTERATION AND CONSTRUCTION OPERATIONS.
40.WORK SHALL BE PERFORMED, IN STRICT COMPLIANCE WITH THE ESTABLISHED WORK
SCHEDULE BEING SET FORTH BY OWNER. COORDINATE ALL WORK WITH GENERAL
CONTRACTOR. THIS CONTRACTOR SHALL FURNISH ADEQUATE FORCES, CONSTRUCTION
PLANT AND EQUIPMENT, AND SHALL WORK SUCH HOURS, INCLUDING NIGHT SHIFTS,
OVERTIME OPERATIONS, SUNDAYS AND HOLIDAYS IN ACCORDANCE WITH THE OWNER'S
OPERATIONAL SCHEDULE AS LISTED IN DIVISION 1 OF THE SPECIFICATIONS. IF THE
CONTRACTOR DOES NOT MAINTAIN THE CONSTRUCTION SCHEDULE BECAUSE OF
INADEQUATE FORCES, SUPERVISION OR ANY OTHER REASON UNDER THE CONTRACTOR'S
CONTROL, THE OWNER MAY REQUIRE THE CONTRACTOR TO INCREASE THE NUMBER OF
SHIFTS AND/OR OVERTIME OPERATIONS, DAY OF WORK AND/OR THE AMOUNT OF
CONSTRUCTION PLANT, AT NO ADDITIONAL COST TO THE OWNER UNDER THIS CONTRACT.
FAILURE TO MAINTAIN THE CONSTRUCTION SCHEDULE DUE TO OWNER'S OPERATIONAL
INTERFERENCE'S, WHICH WERE NOT IDENTIFIED IN OR PRIOR TO THE PRE-BID CONFERENCE,
SHALL NOT BE THE CONTRACTOR'S LIABILITY.
40. THE EXISTING FIRE SPRINKLER SYSTEM SHALL REMAIN IN OPERATION DURING THE
CONSTRUCTION PHASE OR PROVIDE A FIRE WATCH 24-HOUR / 7-DAYS A WEEK PER THE AHJ
(AUTHORITY HAVING JURISDICTION) REQUIREMENTS.
41. ALL HANGERS AND SUPPORTS SHALL BE OF THE PRE-ENGINEERED TYPE, B-LINE, ANVIL, OR EQUAL.
SIZING AND SPACING SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND
INSTALLATION GUIDELINES FOR THE APPLICATIONS INDICATED WITHIN THE DESIGN DOCUMENTS.
WHERE INDICATED PRODUCT NUMBERS ARE TO ESTABLISH MINIMUM ACCEPTABLE STANDARD FOR
THAT APPLICATION. PRIOR TO INSTALLATION THE CONTRACTOR SHALL SUBMIT, FOR ENGINEERS
APPROVAL, DETAILED PLACEMENT DRAWING FOR THE PROJECT TO INCLUDE PRODUCT NUMBERS,
SIZE, AND SPACING ALONG WITH SUPPORTING MANUFACTURERS DOCUMENTATION. HANGER AND
SUPPORTS SYSTEMS SHALL NOT BE INSTALLED PRIOR TO THE ENGINEERS APPROVAL.UNIT NO. LOCATION SERVICE TYPE OUTPUT CAP
SCFM
OPER. PRES.
PSIG
ELECTRICAL
BASIS OF DESIGN NOTES
HP VOLTS PHASE HZ
1-BC3-AC-1 NEW FIRE RISER
ROOM
BC3 AND EXISTING
CANOPY SINGLE STAGE 30 120 5 460 3 60
GENERAL AIR PRODUCTS
MODEL LT2500500 ALL
NOTES:
1. TANK MOUNTED COMPRESSOR.
2. PROVIDE WITH MAGNETIC LINE STARTER MODEL MGXOB.
3. SINGLE POINT ELECTRICAL CONNECTION.
OCCUPANCY CLASSIFICATION
DESIGN AREAS
MAXIMUM COVERAGE
TEMPERATURE RATING
DENSITY GPM/SQ. FT.
HOSE STREAM
LIGHT HAZARD
A) OFFICES AND SIMILAR USE SPACE, RESTROOMS,
AND CORRIDORS.
225 SQ. FT. PER SPRINKLER
ORDINARY 155°, QUICK RESPONSE
0.10 GPM OVER 1500 SQ. FT.
100 GPM / DURATION 30 MINUTES
F1
OCCUPANCY CLASSIFICATION
DESIGN AREAS
MAXIMUM COVERAGE
TEMPERATURE RATING
DENSITY GPM/SQ. FT.
HOSE STREAM
ORDINARY HAZARD GROUP 2
A) GENERAL STORAGE AREAS, (STORAGE LESS
THAN 12' AND QUANTITY AND ARRANGEMENT NOT
EXCEEDING THE LIMITATIONS OF MISCELLANEOUS
STORAGE) B) CUSTODIAL ROOMS, C) MERCANTILE,
D) LOADING DOCK, E) BAGGAGE HANDLING.
130 SQ. FT. PER SPRINKLER
ORDINARY 155°, QUICK RESPONSE
0.20 GPM OVER 1500 SQ. FT.
250 GPM / DURATION 60-90 MINUTES
PROJECT LOCATION: ORLANDO-SANFORD INTERNATIONAL PROJECT NAME: PROJECT ALPHA ONE
(TERMINAL EXPANSION)
PROJECT INFORMATION
61G15-32 COMPLIANCE NOTES
61G15-32.003
1. SPRINKLER SYSTEM LAYOUT SHALL BE SUBMITTED BY A STATE OF FLORIDA LICENSED FIRE PROTECTION CONTRACTOR. THIS BUILDING SHALL BE FULLY SPRINKLED BY A
WET AND DRY PIPE SPRINKLER SYSTEM. CONTRACTOR SHALL LAYOUT AND PROVIDE AUTOMATIC WET PIPE FIRE SPRINKLER SYSTEM ALL APPLICABLE CODES SET FORTH BY
THE AUTHORITY HAVING JURISDICTION. DISCHARGE FROM INDIVIDUAL HEADS IN THE HYDRAULICALLY MOST REMOTE/DEMANDING AREA SHALL BE HYDRAULICALLY
CALCULATED TO AN ACCEPTABLE MARGIN OF SAFETY NOT LESS THAN 10 PSI FOR GROWTH AND FLUCTUATION IN AVAILABLE SUPPLY OF AREA. FIRE SPRINKLER SYSTEM
SHALL INCLUDE MATERIALS, ACCESSORIES, AND EQUIPMENT INSIDE AND OUTSIDE THE BUILDING TO PROVIDE A COMPLETE AND READY FOR USE SPRINKLER SYSTEM.
LAYOUT AND PROVIDE THE SPRINKLER SYSTEM TO GIVE FULL CONSIDERATION TO BLIND SPACES, PIPING, ELECTRICAL EQUIPMENT, DUCTS, HVAC EQUIPMENT, ACCESS
SPACE NEEDED FOR MAINTENANCE OF EQUIPMENT AND OTHER CONSTRUCTION AND EQUIPMENT IN ACCORDANCE WITH DETAILED WORKING DRAWINGS TO BE SUBMITTED
FOR APPROVAL. LOCATE SPRINKLER HEADS IN A CONSISTENT PATTERN WITH CEILING GRID, LIGHTS, DIFFUSER, REGISTERS, GRILLES AND ARCHITECTURAL FEATURES.
DEVICES AND EQUIPMENT FOR FIRE PROTECTION SERVICES SHALL BE U.L. LISTED AND F.M. APPROVED FOR USE IN WET PIPE SYSTEM.
2. THE AUTOMATIC FIRE SUPPRESSION SYSTEM SHALL BE TESTED IN ACCORDANCE WITH NFPA 13, CHAPTER 16 AND NFPA 25.
3. REFER TO HYDRAULIC DESIGN DATA LEGEND FOR HAZARD CLASSIFICATIONS AND REQUIRED DENSITIES..
4. 1) FLORIDA FIRE PREVENTION CODE, 2014
2) NFPA 13, 2010
3) NFPA 24, 2010
4) NFPA 25, 2014
5) FLORIDA BUILDING CODE, 2014
6) FLORIDA ADMINISTRATIVE CODE 61G15-32.003 AND 61G15-32.004
7) LOCAL AND COUNTY CODES SET FORTH BY AUTHORITY HAVING JURISDICTION
5. NO ADDITIONAL STRUCTURAL SUPPORT SHOULD BE REQUIRED, EXCEPT FOR AREAS NOTED ON SHEET 1-SA-FP101 AND PORTIONS OF 1-BC3-FP100.
61G15-32.004
2A THIS PHASE COVERS BOTH AN EXISTING WET AND DRY PIPE SYSTEMS AS WELL AS NEW WET AND DRY PIPE SYSTEMS WITH A NEW POINT OF SERVICE FOR THE NEW SYSTEM.
REFER TO CIVIL PLAN FOR NEW POINT OF SERVICE.
2B INSTALLATION SHALL BE IN ACCORDANCE WITH N.F.P.A. 13, 2013 ED. FIRE PREVENTION CODE 2014, STATE AND LOCAL AUTHORITIES.
2C REFER TO HYDRAULIC DESIGN DATA LEGEND ON FLOOR PLANS.
2D REFER TO 61G15-32.003 COMPLIANCE NOTE #1 AND HYDRAULIC DESIGN DATA LEGEND ON FLOOR PLANS.
2E NEW 6" UNDERGROUND BUILDING FIRE SUPPLY MAIN TAPS INTO AN EXISTING 10" WATER MAIN.
FLOW TEST NOTE:
CONTRACTOR SHALL PERFORM OR OBTAIN A CURRENT FLOW TEST FROM THE LOCAL UTILITIES PRIOR TO THE LAYOUT OF SHOP DRAWINGS. DATE OF FLOW TEST SHALL NOT
EXCEED 6 MONTHS TO THE SUBMISSION OF SHOP DRAWINGS. FLOW TEST SHALL INCLUDE ALL INFORMATION AS INDICATED BELOW
2F
HYDRANT ID -
FLOW TEST DATE/TIME 07/26/2016 / 3:17 PM
HYDRANT LOCATION -
STATIC GAUGE PRESSURE 52 PSI
RESIDUAL GAUGE PRESSURE 42 PSI
FLOW RATE: 1,030 GPM
SOURCE OF INFORMATION: CPH ENGINEERS
2G ALL VALVES CONTROLLING WATER SUPPLY SHALL HAVE A RED TAMPER PROOF COVER WHICH WILL ACTIVATE AN ALARM OF TROUBLE SIGNAL WHEN ADJUSTED.
2H VERIFY THAT UTILITY PURVEYOR CONTINUOUSLY MONITORS THE WATER SUPPLY FOR MICRO BIOLOGICAL CONTAMINANTS WITH MAY CAUSE MICROBIAL CORROSION.
2I EXISTING BUILDING SPRINKLER SYSTEM BACKFLOW HAS NOT CHANGED. NEW BUILDING SPRINKLER SYSTEM IS PROVIDED WITH A NEW BACKFLOW. REFER TO CIVIL DRAWINGS.
2J ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS SHALL BE NEW U.L. LISTED AND FM APPROVED.
OCCUPANCY CLASSIFICATION
DESIGN AREAS
MAXIMUM COVERAGE
TEMPERATURE RATING
DENSITY GPM/SQ. FT.
HOSE STREAM
FIRE PROTECTION GENERAL NOTES
ORDINARY HAZARD GROUP 1
A) GENERAL STORAGE AREAS, (STORAGE LESS
THAN 8' AND QUANTITY AND ARRANGEMENT NOT
EXCEEDING THE LIMITATIONS OF MISCELLANEOUS
STORAGE) B) RESTAURANT DINNING AND SERVICE
AREAS, C) MECHANICAL & ELECTRICAL ROOMS, D)
PASSENGER-HANDLING AREAS.
130 SQ. FT. PER SPRINKLER
ORDINARY 155°, QUICK RESPONSE
0.15 GPM OVER 1500 SQ. FT.
250 GPM / DURATION 60-90 MINUTES
??
AIRPORT AT SANFORD, FLORIDA
THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING FIREPROOFING ON
THE EXISTING STRUCTURE AS REQUIRED FOR THE INSTALLATION OF NEW SUPPORTS FOR PIPING
INSTALLED UNDER THIS CONTRACT. THIS CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE
REPAIR OR RE-APPILACATION OF NEW FIREPROOFING AFTER ALTERATIONS TO THE EXISTING
BUILDING FIREPROOFING ARE COMPLETED PER PHASE.
THIS CONTRACTOR SHALL EMPLOY A STRUCTURAL ENGINEER TO PROVIDE ENGINEERED
DRAWING FOR THE SUPPORT OF THE NEW FIRE SPRINKLER MAINS AND BRANCH PIPING
NEEDED TO COMPLETE FIRE SPRINKLER COVERAGE OF THIS EXISTING METAL BUILDING
AS SHOWN ON SHEET 1-SA-FP101 AND ON 1-BC3-FP100.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:25:04 PM1-G-FP001PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFIRE PROTECTION TABLES, SCHEDULES, ANDGENERAL NOTES07-14-2017S12014DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBYCONFORMED SET
205
5
'
-
0
1
/4"5
'
-
0
1
/
4
"
5
'
-
0
1
/
4
"
5
'
-
0
1
/
4
"
5
'
-
0
1
/
4
"
5
'
-
0
1
/
4
"
BOS BOS BOS BOSBOSBOS
1-LD-FP100
1
1-ELD-FP100
1
1-BC3-FP100
1
1-NEE-FP100
1
1-BC3-FP101
1
1-SA-FP100
1
1-FIS-FP100
1
1-BH-FP100
1
1-NIE-FP100
1
1-BC3-FP102
1
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/64" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:25:36 PM1-G-FP101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE FIRST FLOOR PLAN - PHASE 1 - FIREPROTECTION07-14-2017S12014OUTBOUND
ADDITION
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
NEW LOADING
DOCK
BUILDING
EXISTING
LOADING
DOCK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
BLOCK
HOUSE
F.I.S.
SECURITY
EXIT
LOADING
DOCK
ELEVATOR
N
NORTH 1/64" = 1'-0"
COMPOSITE FIRST FLOOR PLAN - PHASE 1 - FIRE PROTECTION DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBYCONFORMED SET
206
1-SA-FP101
1
1-NEE-FP100
2
1-NIE-FP100
2
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/64" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:25:53 PM1-G-FP102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE SECOND FLOOR PLAN - PHASE 1 -FIRE PROTECTION07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
LOADING
DOCK
ELEVATOR
N
NORTH 1/64" = 1'-0"
COMPOSITE PLAN - 2ND FLOOR - PHASE 1 - FIRE PROTECTION DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBYCONFORMED SET
207
TS
FIRE PROTECTION
1 1/4" MAIN DRAIN VALVE
EXTERIOR ALARM BELL
SUPPLY TO SPRINKLERS
GROUND LEVEL
6"MAIN CONTROL VALVE W/ TAMPER SWITCH
WIRED TO THE FIRE ALARM SYSTEM
FIRE DEPT. CONNECTION TO BE ON SYSTEM SIDE OF FIRE
BACKFLOW PREVENTOR-SEE CIVIL DRAWINGS FOR
LOCATION FDC THREADS SHALL BE COORD. WITH LOCAL
FIRE DEPT.
PIPE SLEEVE - CAULK AND SEAL
2" DRAIN PIPE - DRAIN TO EXTERIOR
U.L. LISTED ALARM WITH CHECK VALVE
U.L. LISTED VANE TYPE FLOW SWITCH
SPARE SPRINKLER HEAD BOX
MOUNTED TO WALL (5'-6" AFF)
NOTE:
1. LABEL PIPING IN ACCORDANCE WITH SPECIFICATIONS FOR SPRINKLER PIPING
THROUGHOUT BUILDING.
2. MAINTAIN FIRE RATINGS AT ALL WALLS AND FLOOR DECK PENETRATIONS AND REFER
TO ARCHITECTURAL DRAWINGS FOR WALL TYPES AND WALL RATINGS.
SEE NOTE BELOW
NOTE:
SEAL ALL PENETRATIONS THRU WALLS AND FLOORS WITH
FIRE CAULKING THAT IS UL LISTED AND MEETS OR EXCEEDS
THE UL RATING OF THE FLOOR OR WALL ASSEMBLY.
& NUT ASSMB.
CLAMP W./BOLT
RISER CLAMPPIPE
NOTE:
SPARE SPRINKLER HEAD QUANTITY SHALL BE
MOUNT IN A SECURE AREA
WHICH IS MAINTAINED BELOW
95°F AMBIENT
CABINET BOX SHALL BE 22 GA. SHEET METAL
WITH 19 GA. SHEET METAL COVER, PAINT
WITH RED ENAMEL INSIDE AND OUT, LABEL,
SPARE
SPRINKLER HEADS
SPRINKLER HEAD
WRENCH
IN ACCORDANCE WITH NFPA 13.3-11.
= 45°
VERTICAL THRUST BLOCK
VOL. OF CONCRETE (CY)
CONTRACTOR TO PROVIDE THRUST BLOCKS AT CHANGES OF DIRECTION.
BEARING AREA "A" (SF)
CONCRETE STRENGTH = 2,500 PSI IN 28 DAYS
TEST PRESSURE = 200 PSIG, SOIL BEARING PRESSURE = 2,000 LB/SF
SCHEDULE OF THRUST BLOCKS
10.0
3.02.04.04
NOTE:
8
6
12.0
8.0
6.0
3.0
8.0
4.0
TEE OR
DEAD END
PIPE
DIA.(IN)=
11-1/4°
=
22-1/2°
1.80.80.54.04.0
16.0
10.06.0
1.3
0.8
2.7
1.5
5.0
3.0
= 11-1/4°
==
90°45° = 22-1/2°
3.3
9.3
5.6
= 90°
SIGHT FLOW INDICATORREADILY ACCES-
TEST VALVE IN
SIBLE LOCATION
BRANCH LINE
INSPECTOR TEST STATION
DETAIL - WET SYSTEM
SCALE: NONE7'-0" MAX.FLOW EQUIVALENT TO ONE
RESISTANT OUTLET GIVING
SMOOTH BORE CORROSION
SPLASH BLOCK
SPRINKLER
WEATHER TIGHT
SLEEVE AND SEAL
45° ELBOW.
PITCH
PLAN (TYPE-1)PLAN (TYPE-2)WIDTHTRENCHA
A A
A
UNDISTURBED
EARTH (TYP.)
BEARING AREA "A"
BEARING AREA "A"
BEVEL 2:1
SECTION A-A
3"MIN.(TYP.)
TYPES 1, 2, AND 3
BOTTOM OF TRENCHH/26"MIN.H/2H24" MIN.THRUST BLOCK DETAIL
SCALE: NONE
MARKER PIPE
ARROW BANDING TAPE
3" & LARGER PIPE
1" TO 2 1/2" PIPE
3/4" & SMALLER
- 2 1/4"
- 1 1/8"
- 1/2"
FIRE RISER CLAMP
THROUGH FLOOR DETAIL
SCALE: NONE
SPARE SPRINKLER HEAD BOX DETAIL
SCALE: NONE
PIPE IDENTIFICATION DETAIL
SCALE: NONE
FIRE PROTECTION RISER DETAIL - WET PIPE
SCALE: NONE
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:26:00 PM1-G-FP500PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFIRE PROTECTION DETAILS -107-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBYCONFORMED SET
208
QUARTER TILE IS ACCEPTABLE
QUARTER TILE IS ACCEPTABLE
6"
6"
6"
Acceptable Locations for
6"
12"12"
Sprinkler in 2'x2' Ceiling Tile
Sprinkler in 4'x2' Ceiling Tile
12" 12" 12" 12"
12"
12"
Acceptable Locations for
UPRIGHT SPRINKLER HEAD DETAIL
SCALE: NONE
REDUCER
1" X 1/2"
DEFLECTOR
SPRINKLER
1"NPT FEMALE
COUPLING REDUCER
1" SYSTEM
DROP NIPPLE
CEILING
FINISHED
SPRINKLER CUP
ASSEMBLY
COVER PLATE
COVER PLATE
TYPICAL CONCEALED PENDENT
SPRINKLER HEAD DETAIL
SCALE: NONE
TYPICAL SEMI-RECESSED PENDENT
SPRINKLER HEAD DETAIL
SCALE: NONE
1" SYSTEM
DROP NIPPLE
FINISHED
CEILING
REDUCER
1" X 1/2"
SPRINKLER
GUARD
DEFLECTOR
1" X 1/2"
REDUCER
UPRIGHT SPRINKLER HEAD W/ GUARD DETAIL
SCALE: NONE
PIPE SUPPORT DETAIL
SCALE: NONE
ROD
3/8" MIN. HANGER
BEAM CLAMP EQUAL TO
UNIVERSAL TOP/BOTTOM
B-LINE TYPE 19-SP69
COUPLING
PIPE
ADJUSTABLE CLEVIS
HANGER EQUAL TO
B-LINE TYPE 10-SP-69
NOTES:
1. SIZE HANGER AND CLAMP TO ADEQUATELY SUPPORT LOAD
(REFER TO B-LINE HANGER CATALOG).
2. FOR COPPER TUBING USE COPPER PLATED OR PAINTED
B3170CT, FELT LINED B3170F, OR PLASTIC COATED HANGERS.
SPRINKLER HEAD TILE LAYOUT DETAIL
SCALE: NONE
FIREPROOFING AS
REPAIR EXISTING
REQUIRED
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:26:05 PM1-G-FP501PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFIRE PROTECTION DETAILS -207-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBYCONFORMED SET
209
LEGENDORDINARY HAZARD - GROUP 1LIGHT HAZARDMARKTYPEORDINARY HAZARD - GROUP 2NOT IN CONTRACTKEY NOTES1. THIS IS A NEW BUILDING WITH A NEW WATER SERVICE TO THE BUILDING ANDA NEW FIRE SPRINKLER RISER.2. PROVIDE CONCEALED TYPE SPRINKLER HEADS IN SPACES WITH CEILINGS.3. PROVIDE UPRIGHT TYPE SPRINKLER HEADS IN SPACES WITHOUT CEILINGS.4. PROVIDE CORROSION-RESISTANT HEADS IN LOADING DOCK AREAS.5. PROVIDE WIRE GUARDS IN MECHANICAL OR ELECTRICAL ROOMS OR INAREAS THAT MECHANICAL DAMAGE MAY OCCUR OR SPRINKLERS INSTALLEDAT LOW ELEVATIONS OR NEAR AREAS OF HIGH HUMAN OR MECHANICALACTIVITY.6. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR THEPROPER DISPOSAL OF ALL CONSTRUCTION DEBRIS ASSOCIATED WITH THISCONTRACTORS WORK.7. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWINGSUBMITTAL.GENERAL NOTES:K1 THIS IS AN IT ROOM PROVIDE WITH HIGH TEMPERATURE HEADS ( 225-DEG).K2 PROVIDE DRY TYPE INSIDE THE COOLER SPACE.K3 PROVIDE SPRINKLER HEAD COVERAGE ABOVE COOLER.K4 NEW SPRINKLER RISER LOCATED IN RISER ROOM.KEY NOTES:OH1LHOH2NICK-K-LOADING DOCKLD-1COOLERLD-3RESTROOMLD-2HVACLD-4STORAGELD-9OFFICELD-6RESTROOMLD-7HVACLD-11SHOWERLD-12RESTROOMLD-13BREAK ROOMLD-21CHIEFLD-20OFFICELD-19OFFICELD-18RECEPTIONLD-8BADGINGLD-5INTERVIEWLD-10STORAGELD-17CORRIDORLD-14ARMSLD-15OH2OH2OH1OH1OH1OH1LHLHLHLHLHLHLHLHLHLHLHLHLHK4K2K34" FIRE MAIN. FOR CONT. SEE SITE UTILITY PLANINSPECTOR TEST STATION DRAIN.FIRE SPRINKLER RISERFIRE SPRINKLER PIPING ROUTED ABOVE CEILINGLHITLD-16LHFIRE RISER ROOMLD-22K1LH500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
Date:
File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmAs indicated
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt
9/7/2017 6:53:28 AM
1-LD-FP100PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
FLOOR PLAN - NEW LOADING DOCK - FIRE
PROTECTION
07-14-2017
S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/4" = 1'-0"1FLOOR PLAN - NEW LOADING DOCK - FIRE PROTECTIONDAK
DAK
DAK
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 4 4CONFORMED SET210
LEGEND
ORDINARY HAZARD - GROUP 1
LIGHT HAZARD
MARK TYPE
ORDINARY HAZARD - GROUP 2
KEY NOTES
EXISTING TO REMAIN
1. THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR ITEMS TO BE
RELOCATED OR REMOVED PRIOR TO THE START OF THIS PROJECT.
2. ALL EXISTING PIPING FOR THE ITEMS BEING REMOVED SHALL BE
DISCONNECTED AND REMOVED OR CAPPED IN A CONCEALED LOCATION SUCH
AS ABOVE FINISH CEILING OR BELOW FINISH FLOOR. EXISTING SURFACES
SHALL BE PATCHED TO MATCH ADJACENT EXISTING SURFACES.
3. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR THE
DEMOLITION OF EXISTING FIRE SPRINKLER SYSTEMS AS REQUIRED TO
PERFORM NEW WORK. ALL SPRINKLER HEADS AND PIPING TRIM SHALL BE
TURNED OVER TO OWNER REPRESENTATIVE OR REMOVED FROM THE
CONSTRUCTION SITE AND PROPERLY DISPOSED OF INCLUDING ANY
MISCELLANEOUS CONSTRUCTION DEBRIS ASSOCIATED WITH THIS
CONTRACTORS WORK.
4. EXISTING CONDITIONS AS SHOWN ON THESE DRAWINGS ARE TAKEN FROM
ORIGINAL AND AS-BUILT DRAWINGS OF THE BUILDING AND IN PART ARE
UNVERIFIED. CONTRACTOR SHALL VERIFY EXISTING CONDITION PRIOR TO
COMMENCEMENT OF WORK.
5. THIS AREA OF WORK IS AN EXISTING WET PIPE SYSTEM. COORDINATE WITH
OWNER FOR SYSTEM SHUTDOWNS REQUIRED FOR NEW WORK.
DEMOLITION GENERAL NOTES:
1. THIS IS AN EXISTING BUILDING WITH AN EXISTING WET SPRINKLER SYSTEM
SERVING THE AREA OF WORK.
2. PROVIDE CONCEALED TYPE SPRINKLER HEADS IN SPACES WITH CEILINGS.
3. PROVIDE UPRIGHT TYPE SPRINKLER HEADS IN SPACES WITHOUT CEILINGS.
4. PROVIDE CORROSION-RESISTANT HEADS IN LOADING DOCK AREAS.
5. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWING
SUBMITTAL.
GENERAL NOTES:
K1 PROVIDE ARM-OVER WITH NEW CONCEALED SPRINKLER HEAD INTO NEW
CEILING.
K2 VERIFY EXISTING SPRINKLER HEAD COVERAGE AROUND OFFICE WALLS.
MODIFY AS REQUIRED.
K3 IN THIS I.T. ROOM PROVIDE A SAPPHIRE FIRE SUPPRESSION SYSTEM.
COORDINATE EXHAUST AND ELECTRICAL REQUIREMENTS WITH OTHER
TRADES. COORDINATE INSTALLATION SPACE REQUIREMENTS WITHIN THIS
AREA.
K4 REPLACE EXISTING SPRINKLER HEADS WITH HIGH TEMPERATURE HEADS
(225-DEG).
K5 EXISTING WALL BETWEEN SPACES TO BE REMOVED. VERIFY SPRINKLER
HEAD COVERAGE SPACING AFTER WALL IS REMOVED.
KEY NOTES:
OH1
LH
OH2
K-
K-
ETR
B21B22
BHBFBE
D
C
B19
B18
AE33
BH.1
BH.05
SW28
ELEVATOR 5
B1-14
EXISTING LOADING DOCK
B1-13
OFFICE
B1-12
RECEIVING AREA
B1-11
EXISTING IT
B1-52
EXISTING ELECTRICAL
B1-53
K1
K2
LH
ETR
ETR
ETR
ETR
ETR
ETR
ETR
ETR
ETR
ETR
ETR
CORRIDOR
B1-51
ETR
K3
K4
K5
EXISTING CORRIDOR
B1-15
ETR ETRETR
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:24:11 PM1-ELD-FP100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - EXISTING LOADING DOCK - 1STFLOOR - FIRE PROTCTION07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
EXISTING
LOADING
DOCK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/4" = 1'-0"1 FLOOR PLAN - EXISTING LOADING DOCK - 1ST FLOOR - FIRE PROTECTION DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBYCONFORMED SET
211
LEGENDORDINARY HAZARD - GROUP 1LIGHT HAZARDMARKTYPEORDINARY HAZARD - GROUP 2KEY NOTESEXISTING TO REMAIN1. THIS IS AN EXISTING BUILDING WITH AN EXISTING WET SPRINKLER SYSTEMSERVING THE AREA OF WORK.2. PROVIDE UPRIGHT TYPE SPRINKLER HEADS IN SPACES WITHOUT CEILINGS.3. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWINGSUBMITTAL.4. COORDINATE ELECTRICAL REQUIREMENTS FOR HEAT TRACE TAPING WITHELECTRICAL CONTRACTOR.GENERAL NOTES:K1 PROVIDE SIDEWALL SPRINKLER INSTALLED IN BOTTOM OF NEW ELEVATORSHAFT PER NFPA 13 REQUIREMENTS.K2 PROVIDE SIDEWALL OR UPRIGHT SPRINKLER HEAD AT TOP OF NEWELEVATOR SHAFT PER NFPA 13 REQUIREMENTS.K3 EXISTING NEW FIRE SPRINKLER PIPING FROM THE ADJACENT BUILDINGACROSS NEW WALKWAY COVER AND OVER TO NEW ELEVATOR SHAFT ANDMECHANICAL ROOM.K4 PROVIDE 1" RUBA-TEX INSULATION WITH AN ALUMINUM SERVICE JACKET ONALL PIPING RECEIVING HEAT TRACE TAPE. COORDINATE WITHARCHITECTURAL DRAWING FOR PAINTING REQUIREMENTS.K5 PROVIDE SELF REGULATING HEAT TRACE TAPE ALONG THE NEW PIPINGEXPOSED TO TEMPERATURES BELOW 45-DEGREES F FROM THE EXISTINGBUILDING ACROSS COVERED WALKWAY INTO ELEVATOR EQUIPMENT ROOM.BASIS OF DESIGN: CHROMALOX MODEL SRF AT 3W/LF. COORDINATEELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.KEY NOTES:OH1LHOH2K-K-ETRBEDK1OH2LHETRETROH2K5K4K5K4NEW LOADING DOCK ELEVATORB1-16K5K4BEDK2K3LHETREXISTING FIRE SPRINKLER MAINK5K4NEW LOADING DOCK ELEVATORB1-16500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/13/2017 2:23:54 PM1-NEE-FP100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLANS - NEW EXTERIOR ELEVATOR - 1ST &2ND FLOORS - FIRE PROTECTION07-14-2017S12014 1/4" = 1'-0"1FLOOR PLAN - NEW ELEVATOR - FIRST FLOOR - FIRE PROTECTIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDLOADING DOCK ELEVATORNNORTH 1/4" = 1'-0"2FLOOR PLAN - NEW ELEVATOR - SECOND FLOOR - FIRE PROTECTIONNNORTHDAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDREVISIONS# DATE DESCRIPTION BYCONFORMED SET212
LEGENDORDINARY HAZARD - GROUP 1LIGHT HAZARDMARKTYPEORDINARY HAZARD - GROUP 2KEY NOTESEXISTING TO REMAIN1. THIS IS AN EXISTING BUILDING WITH AN EXISTING WET SPRINKLER SYSTEMSERVING THE AREA OF WORK.2. PROVIDE UPRIGHT TYPE SPRINKLER HEADS IN SPACES WITHOUT CEILINGS.3. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWINGSUBMITTAL.GENERAL NOTES:K1 VERIFY SPRINKLER HEAD COVERAGE ALONG EXTERIOR OF NEW WALL.MODIFY / ADD ADDITIONAL HEADS AS REQUIRED TO MEET SPRINKLERCOVERAGE REQUIREMENTS.K2 PROVIDE SIDEWALL SPRINKLER INSTALLED IN BOTTOM OF NEW ELEVATORSHAFT PER NFPA 13 REQUIREMENTS.K3 COORDINATE SPRINKLER HEAD COVERAGE WITH THE ESCALATORREQUIREMENTS PER NFPA 13.K4 PROVIDE SIDEWALL OR UPRIGHT SPRINKLER HEAD AT TOP OF NEWELEVATOR SHAFT PER NFPA 13 REQUIREMENTS.KEY NOTES:OH1LHOH2K-K-ETRB13BJABE1BE2ELEVATOR 4B1-49EXISTING ITB1-44STORAGEB1-47CORRIDORB1-31K1K1K2B13BJABE1BE2ELEVATOR 4B1-49K1K4K3K1500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/8" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/13/2017 2:24:10 PM1-NIE-FP100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLANS - NEW INTERIOR ELEVATOR - 1ST &2ND FLOORS - FIRE PROTECTION07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/8" = 1'-0"1FLOOR PLAN - OUTBOUND ELEVATOR - 1ST FLOOR - FIRE PROTECTION 1/8" = 1'-0"2FLOOR PLAN - OUTBOUND ELEVATOR - 2ND FLOOR - FIRE PROTECTIONNNORTHDAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDREVISIONS# DATE DESCRIPTION BYCONFORMED SET213
LEGEND
ORDINARY HAZARD - GROUP 1
LIGHT HAZARD
MARK TYPE
ORDINARY HAZARD - GROUP 2
KEY NOTES
EXISTING TO REMAIN
1. THIS IS AN EXISTING BUILDING WHICH CURRENTLY HAS NO FIRE SPRINKLER
SYSTEM INSTALLED IN THIS AREA OF THE BUILDING.
2. INCLUDED IN PACKAGE BC3 A NEW DRY PIPE RISER WILL BE PROVIDED TO
SERVE THIS AREA. SEE SHEET 1-BC3-FP100
3. PROVIDE CONCEALED TYPE SPRINKLER HEADS IN SPACES WITH CEILINGS.
4. PROVIDE UPRIGHT TYPE SPRINKLER HEADS IN SPACES WITHOUT CEILINGS,
UNLESS NOTED OTHERWISE.
5. PROVIDE CORROSION-RESISTANT HEADS IN LOADING DOCK AND CANOPY
AREAS.
6. PROVIDE WIRE GUARDS IN MECHANICAL OR ELECTRICAL ROOMS OR IN
AREAS THAT MECHANICAL DAMAGE MAY OCCUR OR SPRINKLERS INSTALLED
AT LOW ELEVATIONS OR NEAR AREAS OF HIGH HUMAN OR MECHANICAL
ACTIVITY.
7. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWING
SUBMITTAL.
GENERAL NOTES:
K1 PROVIDE NEW DRY PIPE FIRE SPRINKLER SYSTEM FOR THIS NEW PORTION
OF THE BUILDING EXPANSION WITHIN BOUNDARY. SEE SHEET 1-BC3-FP100
FOR RISER LOCATION.
K2 COORDINATE WITH CONCURRENT PROJECT 1-BC3 FOR SPRINKLER
COVERAGE ALONG THIS WALL.
K3 SEE SHEET 1-BC3-FP100 FOR FIRE PROTECTIONS REQUIREMENT IN THIS
AREA.
K4 SPRINKLER PIPING IS TO BE ROUTE IN BAR JOIST WEBBING ABOVE METAL
CEILING.
K5 PROVIDE WITH SEMI-RECESSED SPRINKLER HEADS IN THIS AREA.
KEY NOTES:
OH1
LH
OH2
K-
K-
ETR
BH
BF
B7
BH.1
BH.2
BH.3
B6 B5 B4CB2CB1CB3CB4 CB5
CBA
BH.05
SW28
SCREENING EXPANSION 1ST FLOOR
FP1-01
HVAC
BC3-07
?
?
KITCHEN
BC3-06
BAGGAGE CLAIM 3
FP1-03
STORAGE
BC3-01
CUSTOMS / FIRE PROTECTION AREA
COMBINEDFP1-05
BAGGAGE CLAIM
FIS-03
SAA STORAGE
FIS-11
ETR
OH2
OH1
LH
ETR
ETR
ETR
ETR
ETR
K1
LH
LH
OPEN TO ABOVE
K4
K5
K2
K3
K3
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:33:24 PM1-SA-FP100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - SCREENING AREA - 1ST FLOOR -FIRE PROTECTION07-14-2017S12014 1/8" = 1'-0"1 FLOOR PLAN - SCREENING AREA - 1ST FLOOR - FIRE PROTECTION
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBYCONFORMED SET
214
LEGEND
ORDINARY HAZARD - GROUP 1
LIGHT HAZARD
MARK TYPE
ORDINARY HAZARD - GROUP 2
KEY NOTES
EXISTING TO REMAIN
1. THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR ITEMS TO BE
RELOCATED OR REMOVED PRIOR TO THE START OF THIS PROJECT.
2. ALL EXISTING PIPING FOR THE ITEMS BEING REMOVED SHALL BE
DISCONNECTED AND REMOVED OR CAPPED IN A CONCEALED LOCATION SUCH
AS ABOVE FINISH CEILING OR BELOW FINISH FLOOR. EXISTING SURFACES
SHALL BE PATCHED TO MATCH ADJACENT EXISTING SURFACES.
3. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR THE
DEMOLITION OF EXISTING FIRE SPRINKLER SYSTEMS AS REQUIRED TO
PERFORM NEW WORK. ALL SPRINKLER HEADS AND PIPING TRIM SHALL BE
TURNED OVER TO OWNER REPRESENTATIVE OR REMOVED FROM THE
CONSTRUCTION SITE AND PROPERLY DISPOSED OF INCLUDING ANY
MISCELLANEOUS CONSTRUCTION DEBRIS ASSOCIATED WITH THIS
CONTRACTORS WORK.
4. EXISTING CONDITIONS AS NOTED ON THESE DRAWINGS ARE TAKEN FROM
ORIGINAL AND AS-BUILT DRAWINGS OF THE BUILDING AND IN PART ARE
UNVERIFIED. CONTRACTOR SHALL VERIFY EXISTING CONDITION PRIOR TO
COMMENCEMENT OF WORK.
5. THIS AREA OF WORK CONTAINS BOTH AN EXISTING WET PIPE SYSTEM AND
NEW WET PIPE SYSTEM. COORDINATE WITH OWNER FOR SYSTEM SHUTDOWNS
REQUIRED FOR NEW WORK.
DEMOLITION GENERAL NOTES:
1. THIS SPACE IS SERVED BY AN EXISTING DRY PIPE SYSTEM AND A NEW WET
PIPE SYSTEM INSTALLED UNDER 1-BC3 PHASE OF THIS PROJECT. THE
EXISTING DRY PIPE SYSTEM WILL REQUIRE MODIFICATIONS DUE TO
RENOVATED SPACES.
2. A PORTION OF THIS BUILDING IS A PRE-ENGINEERED METAL BUILDING TYPE
CONSTRUCTION AND WILL REQUIRED ADDITIONAL PIPE SUPPORTS BEYOND
NORMAL CONDITIONS.
3. EXISTING SPRINKLER HEADS TO REMAIN IN AREA WHERE NEW LIGHTING IS
INSTALLED. MATCH EXISTING FIRE SPRINKLER HEAD TYPE IN THIS AREA IF
ADDITIONAL HEADS ARE REQUIRED DUE TO RENOVATION.
4. PROVIDE CONCEALED TYPE SPRINKLER HEADS IN SPACES WITH CEILINGS.
5. PROVIDE UPRIGHT TYPE SPRINKLER HEADS IN SPACES WITHOUT CEILINGS.
6. PROVIDE CORROSION-RESISTANT HEADS IN LOADING DOCK AREAS.
7. PROVIDE WIRE GUARDS IN MECHANICAL OR ELECTRICAL ROOMS OR IN
AREAS THAT MECHANICAL DAMAGE MAY OCCUR OR SPRINKLERS INSTALLED
AT LOW ELEVATIONS OR NEAR AREAS OF HIGH HUMAN OR MECHANICAL
ACTIVITY.
8. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWING
SUBMITTAL.
GENERAL NOTES:
K1 COORDINATE SPRINKLER HEAD COVERAGE WITH THE ESCALATOR
REQUIREMENTS PER NFPA 13.
K2 PROVIDE I.T. ROOM WITH HIGH TEMPERATURE SPRINKLER HEADS (225-DEG).
K3 IN THESE I.T. ROOMS PROVIDE A SINGLE SAPPHIRE SUPPRESSION SYSTEM
SERVING BOTH I.T. ROOM SPACES. PROVIDE A VALVE TO SEPARATE
SYSTEMS IN BOTH ROOMS. COORDINATE EXHAUST AND ELECTRICAL
REQUIREMENTS WITH OTHER TRADES. COORDINATE INSTALLATION SPACE
REQUIREMENTS WITHIN THESE AREAS.
K4 THIS AREA IS TO HAVE THE EXISTING LIGHT FIXTURES REMOVED AND
REPLACE. COORDINATE WITH ELECTRICAL CONTRACTOR AS REQUIRED FOR
NEW LIGHT FIXTURE COORDINATION. MODIFY HEAD LOCATIONS AS
REQUIRED BY NEW LAYOUT.
K5 PROVIDE WITH NEW HEADS AND MODIFY EXISTING THE EXISTING PIPING AS
REQUIRED BY NEW WORK.
K6 VERIFY SPRINKLER HEAD COVERAGE ALONG BOTH SIDES OF NEW WALL TO
CEILING. MODIFY / ADD ADDITIONAL HEADS AS REQUIRED TO MEET
SPRINKLER COVERAGE REQUIREMENTS.
K7 PROVIDE NEW WET PIPE FIRE SPRINKLER SYSTEM FOR THIS PORTION OF
THE EXISTING BUILDING AND BUILDING ADDITION. SEE SHEET 1-BC3-FP100
FOR RISER LOCATION.
KEY NOTES:
K8 FIRE MAIN UP FROM BELOW. PROVIDE FLOOR PENETRATION AS REQUIRED
FOR PIPING. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS.
K9 PROVIDE SIDEWALL OR UPRIGHT SPRINKLER HEAD AT TOP OF NEW
ELEVATOR SHAFT PER NFPA 13 REQUIREMENTS.
K10 THIS PORTION OF THE BUILDING IS OF PRE-ENGINEER METAL BUILDING
CONSTRUCTION. THE INTENT IS TO ROUTE FIRE SPRINKLER MAINS ALONG
THE COLUMN LINES AT THE GIRDERS AND THEN PROVIDE SUPPORTS
BETWEEN FLANGES OF GIRDERS TO SUPPORT THE PIPING.
K11 THIS AREA HAS AN EXPOSED VAULTED CEILING ANS WILL HAVE EXPOSED
PIPING HUNG BELOW THE EXISTING CEILING. COORDINATE WITH
ARCHITECTURAL DRAWINGS AND GENERAL TRADES CONTRACTOR FOR
REMOVAL AND REPAIR AS REQUIRED FOR ACCESS.
OH1
LH
OH2
K-
K-
ETR
B16 B15 B14 B13 B12
BH
BJ
BF
D
A
B
C
K
BK.7
B11 B10 B9
B20
BE1
BE2
BE5
BE8
BE4
BE6
BE7
BE3
C33 C34 C36 C37 C38 C40
B8 B7
BH.1
BH.2
BH.3
B6 B5 B4CB2CB1CB3CB4 CB5
CBA
CBB
CBC
CBD
BH.05
SW28
WOMENS ROOM
B2-04
TSA IT CABINET
B2-07
CORRIDOR
B2-18
ELEVATOR 4
B1-49
EXISTING MECHANICAL ROOM
B2-01
SECURITY OFFICE
B2-08
SAA IT
B2-09
MENS ROOM
B2-05
OPPS MANAGER OFFICE
B2-11
RECEPTION
B2-10
SECURITY CHECKPOINT SCREENING
B2-12
EXPANDED SCREENING AREA
B2-14
OFFICE
FP2-05
OFFICE
FP2-04
CONFERENCE ROOM
FP2-03
OFFICE
FP2-02
CORRIDOR
FP2-01
CONFERENCE ROOM
FP2-06
OFFICE
FP2-09
OFFICE
FP2-21
STORAGE
FP2-20
OFFICE
FP2-19
OFFICE
FP2-18
Room
FP2-17
RESTROOM
FP2-16
ELECTRICAL
FP2-13
RESTROOM
FP2-12
RESTROOM
FP2-14
BREAK ROOM
FP2-15
ELEVATOR
FP2-23
RECEPTION
FP2-10
EXISTING TICKETING
B1-10
OH2
ETR
ETR
LH
LH
LH LH LH
LH
LH
LH
LHLHLHLH
LH
LH
LH
LH
LH
LH
LH
LH
LH
LH
OH1
LH
LH
OH1
OH2 OH2
LH
K1
OH1
OH1
K2
K3
K2
K3
STAIRS
FP1-04OFFICE
FP2-07
OFFICE
FP2-08.
LH
LH
LH
PASSENGER WAITING AREA
B2-13
OH1
LH
K4 K5
K6
K6
K7
K8
K10
K11
K9
SECURITY EXIT
B2-02 LH
ETR
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:33:30 PM1-SA-FP101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - SCREENING AREA - 2ND FLOOR -FIRE PROTECTION07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/16" = 1'-0"1 FLOOR PLAN - SCREENING AREA - 2ND FLOOR - FIRE PROTECTION DAKDAKDAKDMAS NOTEDNEW FIRE SPRINKLER SYSTEM EXISTING FIRE SPRINKLER SYSTEM
NEW FIRE SPRINKLER SYSTEM EXISTING FIRE SPRINKLER SYSTEM REVISIONS#DATEDESCRIPTIONBYK7
CONFORMED SET
215
LEGEND
ORDINARY HAZARD - GROUP 1
LIGHT HAZARD
MARK TYPE
ORDINARY HAZARD - GROUP 2
KEY NOTES
EXISTING TO REMAIN
GENERAL NOTES:
K1 EXISTING KITCHEN TO HAVE THE LAYIN CEILINGS REMOVED AND LIGHTS
SUPPORTED TO ALLOW FOR SPRINKLER PIPING TO BE INSTALLED ABOVE
CEILING AFTER WHICH THE CEILING WILL BE REINSTALLED.
K2 THIS AREA IS TO REMAIN IN OPERATION DURING INSTALLATION OF NEW
SPRINKLER PIPING. THIS AREA WILL ALLOW FOR LIMITED ACCESS AND
WORKING TIMES.
K3 THE INTENT OF THIS AREA IS TO WORK THROUGH THE EXISTING CEILING
GRID AND INSTALL THE PIPING MAIN IN THE CORRIDOR TO LIMIT TO
DISRUPTION TO THE OFFICE SPACES.
K4 NEW FIRE MAIN UP THRU FLOOR TO SPACES ABOVE.
K5 THE INTENT OF THIS AREA IS TO WORK THROUGH THE RECENTLY INSTALLED
CEILING GRID AND LIGHTING TO INSTALL THE NEW FIRE SPRINKLER MAINS
AND BRANCH PIPING.
K6 COORDINATE WITH CONCURRENT PROJECT 1-SA FOR SPRINKLER
COVERAGE ALONG THIS WALL.
K7 SEE SHEET 1-BC3-FP101 FOR SPRINKLER COVERAGE OF CANOPY AREA.
K8 ROUTE WET PIPE SYSTEM PIPING ABOVE CEILING AS REQUIRED TO
SUPPORT NEW FIRE SPRINKLER SYSTEM.
K9 ROUTE DRY PIPE SYSTEM PIPING ABOVE CEILING AS REQUIRED TO SUPPORT
NEW DRY PIPE FIRE SPRINKLER SYSTEM.
K10 PROVIDE AIR COMPRESSOR 1-BC3-AC-1. REFER TO SCHEDULE.
K11 PROVIDE I.T. ROOM WITH HIGH TEMPERATURE SPRINKLER HEADS (225-DEG).
K12 PROVIDE A SAPPHIRE SUPPRESSION SYSTEM SERVING THIS SPACES.
COORDINATE EXHAUST AND ELECTRICAL REQUIREMENTS WITH OTHER
TRADES. COORDINATE INSTALLATION SPACE REQUIREMENTS WITHIN THIS
AREA.
KEY NOTES:
1. THIS IS AN EXISTING BUILDING WITH A NEW FIRE SPRINKLER RISER ROUTED
INTO THE BUILDING.
2. PROVIDE CONCEALED TYPE SPRINKLER HEADS IN SPACES WITH CEILINGS.
3. PROVIDE UPRIGHT TYPE SPRINKLER HEADS IN SPACES WITHOUT CEILINGS.
4. PROVIDE CORROSION-RESISTANT HEADS IN LOADING DOCK AREAS.
5. PROVIDE WIRE GUARDS IN MECHANICAL OR ELECTRICAL ROOMS OR IN
AREAS THAT MECHANICAL DAMAGE MAY OCCUR OR SPRINKLERS INSTALLED
AT LOW ELEVATIONS OR NEAR AREAS OF HIGH HUMAN OR MECHANICAL
ACTIVITY.
6. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PROPERLY DISPOSED ALL CONSTRUCTION DEBRIS ASSOCIATED WITH THIS
CONTRACTORS WORK.
7. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWING
SUBMITTAL.
OH1
LH
OH2
K-
K-
ETR
B7 B6 B5 B4CB2CB1CB3CB4 CB5
CBA
CBB
CBC
CBD
6" FIRE MAIN. FOR
CONT. SEE SITE
UTILITY PLAN
INSPECTOR TEST
STATION DRAIN.
FIRE
SPRINKLER
RISER
AIR COMPRESSOR
1-BC3-AC-1
KITCHEN
BC3-06
BAGGAGE CLAIM 3
FP1-03
CUSTOMS / FIRE PROTECTION AREA
COMBINED
FP1-05
FIRE RISER ROOM
FP-06
HVAC
BC3-07
SCREENING EXPANSION 1ST FLOOR
FP1-01
OH1
ETR
OH1OH1
OH1
OH1
OH1
OH1
OH1
OH1
OH1 OH1
OH1
OH1
OH1
LH
LH
LHLH
LH
LH
LH
LH
LH
LH
LH
LHLH
LH
OH2
OH1
K1
K2
K3
K4
K5
K6K6
K6
K7
NEW FIRE MAIN RISES UP THRU
SIDEWALK ON EXTERIOR OF
BUILDING THEN THRU WALL.
COORDINATE WITH
ARCHITECTURAL DRAWINGS
K8
K9
K10
36" CLEAR TO BOTTOM OF JOIST
12" CLEAR TO BOTTOM OF JOIST
K11 K12
ELEVATOR
FP2-23
STAIRS
FP1-04
K11 K12
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:22:57 PM1-BC3-FP100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR -FIRE PROTECTION07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 FLOOR PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR - FIRE PROTECTION DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBYCONFORMED SET
216
LEGEND
ORDINARY HAZARD - GROUP 1
LIGHT HAZARD
MARK TYPE
ORDINARY HAZARD - GROUP 2
KEY NOTES
EXISTING TO REMAIN
1. THIS IS AN EXISTING BUILDING WHICH CURRENTLY HAS NO FIRE SPRINKLER
SYSTEM INSTALLED IN THIS ARE OF THE BUILDING.
2. PROVIDE CONCEALED TYPE SPRINKLER HEADS IN SPACES WITH CEILINGS.
3. PROVIDE UPRIGHT TYPE SPRINKLER HEADS IN SPACES WITHOUT CEILINGS.
4. PROVIDE CORROSION-RESISTANT HEADS IN LOADING DOCK AND CANOPY
AREAS.
5. PROVIDE WIRE GUARDS IN MECHANICAL OR ELECTRICAL ROOMS OR IN
AREAS THAT MECHANICAL DAMAGE MAY OCCUR OR SPRINKLERS INSTALLED
AT LOW ELEVATIONS OR NEAR AREAS OF HIGH HUMAN OR MECHANICAL
ACTIVITY.
6. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWING
SUBMITTAL.
GENERAL NOTES:
K1 PROVIDE NEW DRY PIPE FIRE SPRINKLER SYSTEM FOR THIS PORTION OF
THE EXISTING BUILDING. SEE SHEET 1-BC3-FP100 FOR RISER LOCATION.
K2 SEE SHEET 1-BC3-FP100 FOR SPRINKLER COVERAGE OF INSIDE AREAS.
K3 PROVIDE SPRINKLER HEAD COVERAGE FOR NEW PORTION OF CANOPY.
KEY NOTES:
1. THIS AREA IS AN EXISTING SPACE WITH STUCCO SOFFIT. NEW PIPING IS TO
BE INSTALLED BELOW THIS EXISTING SOFFIT. COORDINATE WITH GENERAL
TRADES CONTRACTOR FOR REMOVAL OF SOFFIT AS REQUIRED FOR
INSTALLATION OF NEW EXPOSED DRY PIPING SYSTEM BELOW THE EXISTING
SOFFIT.
DEMOLITION GENERAL NOTES:
OH1
LH
OH2
K-
K-
ETR
B9 B8 B7 B6 B5 B4CB2CB1CB3CB4 CB5
CBD
K1
K2
OH2
BAGGAGE CLAIM 3
FP1-03
CUSTOMS / FIRE PROTECTION AREA
COMBINEDFP1-05
K3
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
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Offices in:
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A Full Service
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1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:23:03 PM1-BC3-FP101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAROOF PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR -FIRE PROTECTION07-14-2017S12014 1/8" = 1'-0"1 ROOF PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR - FIRE PROTECTION
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBYCONFORMED SET
217
LEGEND
ORDINARY HAZARD - GROUP 1
LIGHT HAZARD
MARK TYPE
ORDINARY HAZARD - GROUP 2
KEY NOTES
EXISTING TO REMAIN
1. THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR ITEMS TO BE
RELOCATED OR REMOVED PRIOR TO THE START OF THIS PROJECT.
2. ALL EXISTING PIPING FOR THE ITEMS BEING REMOVED SHALL BE
DISCONNECTED AND REMOVED OR CAPPED IN A CONCEALED LOCATION SUCH
AS ABOVE FINISH CEILING OR BELOW FINISH FLOOR. EXISTING SURFACES
SHALL BE PATCHED TO MATCH ADJACENT EXISTING SURFACES.
3. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR THE
DEMOLITION OF EXISTING FIRE SPRINKLER SYSTEMS AS REQUIRED TO
PERFORM NEW WORK. ALL SPRINKLER HEADS AND PIPING TRIM SHALL BE
TURNED OVER TO OWNER REPRESENTATIVE OR REMOVED FROM THE
CONSTRUCTION SITE AND PROPERLY DISPOSED OF INCLUDING ANY
MISCELLANEOUS CONSTRUCTION DEBRIS ASSOCIATED WITH THIS
CONTRACTORS WORK.
4. EXISTING CONDITIONS AS SHOWN ON THESE DRAWINGS ARE TAKEN FROM
ORIGINAL AND AS-BUILT DRAWINGS OF THE BUILDING AND IN PART ARE
UNVERIFIED. CONTRACTOR SHALL VERIFY EXISTING CONDITION PRIOR TO
COMMENCEMENT OF WORK.
5. THIS AREA OF WORK IS AN EXISTING WET PIPE SYSTEM. COORDINATE WITH
OWNER FOR SYSTEM SHUTDOWNS REQUIRED FOR NEW WORK.
DEMOLITION GENERAL NOTES:
1. THIS IS AN EXISTING BUILDING WITH AN EXISTING WET SPRINKLER SYSTEM
SERVING THE AREA OF WORK.
2. PROVIDE CONCEALED TYPE SPRINKLER HEADS IN SPACES WITH CEILINGS.
3. PROVIDE UPRIGHT TYPE SPRINKLER HEADS IN SPACES WITHOUT CEILINGS.
4. PROVIDE CORROSION-RESISTANT HEADS IN LOADING DOCK AREAS.
5. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWING
SUBMITTAL.
GENERAL NOTES:
K1 MODIFY EXISTING SPRINKLER HEADS IN THIS AREA AS REQUIRED BY NEW
CEILING. PROVIDE NEW SPRINKLER HEADS IN THIS AREA.
K2 RAISE EXISTING BRANCH PIPING AS REQUIRED IN THIS AREA FOR NEW
CEILING FEATURE.
K3 VERIFY EXISTING SPRINKLER HEAD COVERAGE ALONG NEW SOFFIT. MODIFY
SPRINKLER HEAD COVERAGE AS REQUIRED. MATCH EXISTING HEAD TYPE IN
THIS AREA.
KEY NOTES:
OH1
LH
OH2
K-
K-
ETR
BJ
K
BK.7
B10 B9
BE1
BE2
BE5
BE8
BE4
BE6
BE7
BE3
BE9
C40
C3A
C3B
C3C
C3D
C3E
B8 B7
BH.2
BH.3
CB1
CBA
CBB
CBC
CBD
?
?
?
?
OH2
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
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Offices in:
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Connecticut
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A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:23:09 PM1-BC3-FP102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - BAGGAGE CLAIM 1 & 2 - 1ST FLOOR- FIRE PROTECTION07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH DAKDAKDAKDMAS NOTED 1/8" = 1'-0"1 FLOOR PLAN - BAGGAGE CLAIM 1 & 2 - 1ST FLOOR - FIRE PROTECTION
K3
K3
K3 K2
CONFORMED SET
218
LEGENDORDINARY HAZARD - GROUP 1LIGHT HAZARDMARKTYPEORDINARY HAZARD - GROUP 2KEY NOTESEXISTING TO REMAIN1. THIS IS A MODIFICATION TO AN EXISTING WET PIPE FIRE SPRINKLERSYSTEM.2. MATCH EXISTING HEAD TYPE IN THE AREA.3. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWINGSUBMITTAL.GENERAL NOTES:K1 COORDINATE SPRINKLER HEAD COVERAGE WITH THE ESCALATORREQUIREMENTS PER NFPA 13.K2 VERIFY SPRINKLER HEAD COVERAGE ALONG BOTH SIDES OF NEW WALL TOCEILING. MODIFY / ADD ADDITIONAL HEADS AS REQUIRED TO MEETSPRINKLER COVERAGE REQUIREMENTS.K3 PROVIDE I.T. ROOM WITH HIGH TEMPERATURE SPRINKLER HEADS (225-DEG).K4 IN THIS I.T. ROOM PROVIDE A SAPPHIRE SUPPRESSION SYSTEM THE SPACE.COORDINATE EXHAUST AND ELECTRICAL REQUIREMENTS WITH OTHERTRADES. COORDINATE INSTALLATION SPACE REQUIREMENTS WITHIN THISAREA.KEY NOTES:OH1LHOH2K-K-ETRK.9OH1OH1K1K2K2LHK3K4SECURITY EXITFIS-14ITFIS-13BAGGAGE CLAIMFIS-03BAGGAGE STORAGEFIS-10500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/8" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/13/2017 2:23:37 PM1-FIS-FP100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - F.I.S. CUSTOMS - SECURITY EXIT -1ST FLOOR - FIRE PROTECTION07-14-2017S12014 1/8" = 1'-0"1FLOOR PLAN - FIS CUSTOMS - SECURITY EXIT - 1ST FLOOR - FIRE PROTECTIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDF.I.S. SECURITY EXITNNORTHDAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDREVISIONS# DATE DESCRIPTION BYCONFORMED SET219
LEGEND
ORDINARY HAZARD - GROUP 1
LIGHT HAZARD
MARK TYPE
ORDINARY HAZARD - GROUP 2
KEY NOTES
EXISTING TO REMAIN
GENERAL NOTES:
K1 THIS IS AN IT ROOM PROVIDE WITH HIGH TEMPERATURE HEADS ( 225-DEG).
K2 VERIFY SPRINKLER HEAD COVERAGE ALONG EXTERIOR OF NEW WALL.
MODIFY / ADD ADDITIONAL HEADS AS REQUIRED TO MEET SPRINKLER
COVERAGE REQUIREMENTS.
K3 IN THIS I.T. ROOM PROVIDE A SAPPHIRE FIRE SUPPRESSION SYSTEM.
COORDINATE EXHAUST AND ELECTRICAL REQUIREMENTS WITH OTHER
TRADES. COORDINATE INSTALLATION SPACE REQUIREMENTS WITHIN THIS
AREA.
K4 MODIFY EXISTING SPRINKLER PIPING AS REQUIRED BY NEW ADDITION.
KEY NOTES:
1. THIS IS A MODIFICATION TO AN EXISTING DRY PIPE FIRE SPRINKLER
SYSTEM.
2. PROVIDE CONCEALED TYPE SPRINKLER HEADS IN SPACES WITH CEILINGS.
3. PROVIDE UPRIGHT TYPE SPRINKLER HEADS IN SPACES WITHOUT CEILINGS.
4. PROVIDE CORROSION-RESISTANT HEADS IN LOADING DOCK AREAS.
5. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PROPERLY DISPOSED ALL CONSTRUCTION DEBRIS ASSOCIATED WITH THIS
CONTRACTORS WORK.
6. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,
PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWING
SUBMITTAL.
OH1
LH
OH2
K-
K-
ETR
IT ROOM
A1-50
K1
K2
LH
K3
K4
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:23:51 PM1-BH-FP100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - BLOCK HOUSE - 1ST FLOOR - FIREPROTECTION07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
BLOCK
HOUSE
N
NORTH 1/8" = 1'-0"1 FLOOR PLAN - BLOCK HOUSE - 1ST FLOOR - FIRE PROTECTION DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBYCONFORMED SET
220
DESIGN CONDITIONSDESIGN CRITERIA:SANFORD, FLORIDAOUTDOOR SUMMER DESIGN:95°F DB / 80°F WBOUTDOOR WINTER DESIGN:30°FINDOOR SUMMER DESIGN:75°F, 55% RHINDOOR WINTER DESIGN:70°FMMUDUDEXISTING STRUCTURAL FIREPROOFING REPAIRHVAC GENERAL NOTESMSM1THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTINGFIREPROOFING ON THE EXISTING STRUCTURE AS REQUIRED FOR THE INSTALLATIONOF NEW SUPPORTS FOR PIPING INSTALLED UNDER THIS CONTRACT. THISCONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REPAIR OR RE-APPILACATIONOF NEW FIREPROOFING AFTER ALTERATIONS TO THE EXISTING BUILDINGFIREPROOFING ARE COMPLETED PER PHASE.1.2.3.4.5.6.7.8.9.10.11.12.13.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.PRIOR TO ORDERING HVAC EQUIPMENT CONTRACTOR SHALL PREPARE AND SUBMIT A 1/4" SCALECOORDINATED SHOP DRAWING OF EACH MECHANICAL ROOM. THESE DRAWINGS SHALL INCLUDE THEDIMENSIONS AND REQUIRED CLEARANCES OF THE ACTUAL EQUIPMENT PROPOSED FOR THE PROJECT.THESE DRAWINGS SHALL ALSO INCLUDE ALL DUCTWORK, EQUIPMENT, HEATERS, DISCONNECTS, PIPING,AND THEIR REQUIRED ACCESS CLEARANCES. FAILURE TO SUBMIT THESE DRAWINGS RELIEVES THEENGINEER OF ALL RESPONSIBILITY FOR THE MECHANICAL ROOM LAYOUT.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE WITH REVISIONS, THE2014 FLORIDA MECHANICAL CODE WITH REVISIONS, THE 2014 FLORIDA ENERGY EFFICIENCY CODE WITHREVISIONS AND THE SEMINOLE COUNTY BUILDING DEPARTMENT REQUIREMENTS NFPA, NEC, CCASSTANDARD AND ALL OTHER APPLICABLE CODES AND STANDARDS.PRIOR TO FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL SUBMIT1/4" SCALE COORDINATED DRAWINGS OF ALL DUCTWORK, PIPING, EQUIPMENT, STRUCTURAL SYSTEM ANDLIGHT FIXTURES. NO DUCTWORK, PIPING OR EQUIPMENT SHALL BE INSTALLED OR FABRICATED UNTIL THEDRAWINGS ARE SUBMITTED AND APPROVED BY THE ENGINEER.REFER TO ARCHITECTURAL DRAWINGS FOR CLEARANCES WITHIN THE CEILING SPACE AND MECHANICALROOMS, LOCATIONS AND SIZES OF BEAMS AND CEILING AND SOFFIT HEIGHTS.DUCTWORK AND EQUIPMENT LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH GENERAL,PLUMBING AND ELECTRICAL CONTRACTORS. REFER TO ARCHITECTURAL PLANS FOR BUILDINGSECTIONS AND DETAILS.CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURERS CERTIFIED DRAWINGS.TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR ALL EQUIPMENT FURNISHED.COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATION WITH LIGHTING, SPRINKLER ANDARCHITECTURAL CEILING PLANS. ALSO COORDINATE THE TYPE OF DIFFUSER FRAME WITH THE CEILINGTYPE.ALL HVAC SYSTEMS SHALL BE BALANCED FOR AIR QUANTITIES SHOWN AGAINST THE ACTUAL INSTALLEDSTATIC PRESSURE OF THE SYSTEM. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCINGEACH INDIVIDUAL AIR OUTLET AND INLET.ALL EQUIPMENT SHALL BE PROPERLY SUPPORTED AND ISOLATED TO PREVENT NOISE AND VIBRATIONTRANSMISSION. ALL AIR HANDLING EQUIPMENT SHALL BE SUPPORTED OR SUSPENDED WITH SPRINGVIBRATION ISOLATORS PADS. ALL CONNECTIONS BETWEEN AIR HANDLING EQUIPMENT AND DUCTWORKSHALL BE CANVAS FLEXIBLE CONNECTORS.EVERY APPLIANCE AND ALL MECHANICAL EQUIPMENT SHALL BE LOCATED WITH RESPECT TO BUILDINGCONSTRUCTION AND OTHER EQUIPMENT SO AS TO PERMIT ACCESS TO THE MECHANICAL EQUIPMENT INCONFORMITY WITH ANY CLEARANCE WHICH MAY BE RECOMMENDED BY THE MANUFACTURER OF THEEQUIPMENT. SUFFICIENT CLEARANCE SHALL BE MAINTAINED FOR CLEANING COILS, MOTORS, AS WELLAS CHANGING FILTERS. ALL EQUIPMENT SHALL BE LOCATED WITHIN THE MECHANICAL ROOM ANDCEILING SPACES WITH ADEQUATE CLEARANCES FOR REPAIR AND MAINTENANCE. ALL PIPING ANDDUCTWORK SHALL BE INSTALLED TO PROVIDE ADEQUATE CLEARANCE FOR ACCESS TO ALL EQUIPMENT.INSTALLATION OF ALL MECHANICAL EQUIPMENT SHALL COMPLY WITH THE MANUFACTURERSSPECIFICATION AND CLEARANCE REQUIREMENT.ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS.THE INSIDE OF ALL DUCTS VISIBLE THRU THE FACE OF DIFFUSERS, REGISTERS, AND GRILLES SHALL BEPAINTED FLAT BLACK WITH NON TOXIC PAINT.ALL SUPPLY AIR, RETURN AIR, AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED STEEL SHEETS.FABRICATION AND INSTALLATION SHALL BE IN ACCORDANCE WITH LATEST EDITION OF SMACNA DUCTCONSTRUCTION STANDARDS FOR A 2 INCH PRESSURE CLASSIFICATION.FLEXIBLE DUCTWORK SHALL BE INSULATED VINYL TYPE (R-6) WITH WIRE SPIRAL SUPPORT. FLEXIBLEDUCTWORK SHALL BE RUN IN MAXIMUM LENGTHS OF 8'-0". FLEXIBLE DUCTWORK SHALL BE PROPERLYSUPPORTED WITH GALVANIZED STEEL STRAPS 2" WIDE AND SHALL BE RUN AS STRAIGHT AS POSSIBLEWITH NO KINKS OR BENDS TO RESTRICT AIRFLOW.ALL DUCTWORK, EXCEPT EXHAUST SYSTEM, SHALL BE EXTERNALLY INSULATED WITH 2.2" THICK (R-6)FIBERGLASS BLANKET INSULATION WITH FOIL JACKETING UNLESS OTHERWISE NOTED. INSULATION RVALUE IS WITH 25% COMPRESSION IN ACCORDANCE WITH FBCM .ALL DUCT JOINTS SHALL BE SEALED WITH APPROVED MASTIC.ALL FIBROUS GLASS INSULATION JOINTS, SEAMS AND CONNECTIONS SHALL BE CONSTRUCTED WITHPRESSURE SENSITIVE TAPE, FAB, STAINLESS STEEL STAPLES AND THEN SEALED WITH MASTIC. HEATAND PRESSURE SENSITIVE TAPE ARE NOT ACCEPTABLE AS A FINAL CLOSURE.PROVIDE HANGER STRAPS FOR ALL DUCTS MADE OF 2" WIDE, 22 GAGE GALVANIZED STEEL- SPACEDACCORDING TO SMACNA STANDARDS AND ALL OTHER APPLICABLE GOVERNING CODES AND STANDARDS.ALL DUCT BRANCH TAKE OFFS FROM LOW PRESSURE DUCT FOR INDIVIDUAL AIR OUTLETS AND INLETSSHALL HAVE BALANCING DAMPERS.ALL DUCTWORK STORED ON SITE OR ALREADY INSTALLED SHALL HAVE ALL OPEN ENDS SEALED WITHVISQUINE TO PREVENT DUST AND DEBRIS FROM ACCUMULATING INSIDE OF THE DUCTWORK. INTERIORSOF ALL DUCTWORK SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION.ALL DAMPERS SHALL HAVE LOCKING QUADRANTS AND SHALL BE ACCESSIBLE.PROVIDE REMOTE VOLUME DAMPER (RVD) OPERATORS IN ALL NON-ACCESSIBLE CEILINGS. EQUAL TOYOUNG REGULATOR COMPANY MODEL 270-896 BOWDEN CABLE CONTROL UNIT OR METROPOLITAN AIROR UNITED INTERTECH BATTERY OPERATED REMOTE DAMPER. CONTROL FOR EACH REMOTE VOLUMEDAMPER SHALL BE LOCATED WITHIN THE DIFFUSER OR REGISTER BEING SERVED.BEVELED TAKE OFFS AND DAMPERS SHALL BE INSTALLED IN ALL BRANCH DUCTWORK LEADING FROMMAIN TRUNK LINES.PROVIDE ADJUSTABLE PULLEYS WITH CONSTANT VOLUME AIR HANDLING UNITS AND BELT DRIVE FANS.EXHAUST FAN OUTLETS SHALL BE INSTALLED A MINIMUM OF 10'-0" FROM FRESH AIR INTAKES OFMECHANICAL EQUIPMENT AS WELL AS ALL OPERABLE WINDOWS AND DOORS.ALL FANS AND AIR HANDLING UNITS SHALL BE PROPERLY SUPPORTED AND ISOLATED TO PREVENT NOISEAND VIBRATION TRANSMISSION. ALL AIR HANDLING EQUIPMENT SHALL BE SUPPORTED OR SUSPENDEDWITH SPRING ISOLATORS. ALL CONNECTIONS BETWEEN FANS OR AIR HANDLING UNITS AND DUCTWORKSHALL BE CANVAS FLEXIBLE CONNECTORS.ALL EQUIPMENT LOCATED WITHIN THE CEILING SPACES SHALL HAVE ADEQUATE CLEARANCES FORREPAIR AND MAINTENANCE. ALL PIPING AND DUCTWORK SHALL BE INSTALLED TO PROVIDE ADEQUATECLEARANCE FOR ACCESS TO ALL EQUIPMENT.SET ALL CONDENSING UNITS ON 1" THICK NEOPRENE CORK VIBRATION ISOLATION PADS.ALL AIR HANDLING UNITS SHALL BE MOUNTED ON 6" THICK CONCRETE SERVICE PADS OR 6" TALL STEELSKIDS. SECURE EQUIPMENT AS REQUIRED TO EQUIPMENT PADS OR RAILS AS RECOMMENDED BYEQUIPMENT MANUFACTURER.REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE AND SMOKERATED PARTITIONS. ALL PENETRATIONS THROUGH FIRE RATED/SMOKE RATED PARTITIONS OR FLOORSAND CEILINGS SHALL HAVE FIRE/SMOKE DAMPERS. ALL FIRE WALL PENETRATIONS SHALL HAVE FIREDAMPERS. PROVIDE ACCESS DOORS IN WALL OR HARD CEILING FOR THESE DAMPERS.ALL FIRE/SMOKE DAMPERS ARE NORMALLY OPENED, 110 VOLTS. ALL DAMPERS SHALL CLOSE WHEN THESMOKE DETECTOR IN THE AREA DETECTS SMOKE OR IF THE FIRE ALARM SYSTEM IS ACTIVATED. ONCETHE FIRE ALARM SYSTEM IS RESET, THE SMOKE DAMPERS SHALL RETURN TO THE NORMALLY OPENEDPOSITION.PROVIDE ACCESS DOORS (24"x24") FOR ALL FIRE/SMOKE DAMPERS AND FIRE DAMPERS INNON-ACCESSIBLE CEILINGS.ALL TRANSFER AIR DUCTWORK SHALL BE FIBERGLASS (SUPER DUCT) DUCT BOARD. FABRICATION ANDINSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA DUCT CONSTRUCTIONSTANDARDS FOR A 2 INCH PRESSURE CLASS. ALL FIBERGLASS DUCT JOINTS SHALL BE MECHANICALLYFASTENED AND SEALED WITH GLASS FAB AND MASTIC.EXHAUST DUCTWORK SHALL BE GALVANIZED STEEL SHEETS IN ACCORDANCE WITH SMACNA DUCTCONSTRUCTION STANDARDS FOR A 2 INCH PRESSURE CLASSIFICATION. CONTRACTOR SHALL SEAL ALLEXHAUST DUCTWORK WITH GLASS FAB AND MASTIC.14.15.36.37.FURNISH AND INSTALL INSULATED COPPER CONDENSATE DRAINS WITH TRAPS FOR ALL COOLING COILS.RUN CONDENSATE DRAIN LINE TO NEAREST FLOOR DRAIN, UNLESS NOTED OTHERWISE ON DRAWINGS.PROVIDE SUPPORT EVERY 5'-0" O.C.ALL PIPING SHALL BE FULLY SUPPORTED THE ENTIRE LENGTH AND ANCHORED TO PREVENT SWAY ANDVIBRATION.38.39.41.42.43.44.45.DIVISION 26 CONTRACTOR SHALL SUPPLY AND WIRE ALL SMOKE DETECTORS IN THE SUPPLY AIRDUCTWORK OF ALL AIR HANDLING UNITS 2000 CFM AND ABOVE TO SHUT DOWN THE FANS IN THE EVENTOF A FIRE. DUCT SMOKE DETECTOR SHALL BE OF PHOTOELECTRIC TYPE AND LOW VOLTAGE. DIVISION 23CONTRACTOR SHALL INSTALL ALL SMOKE DETECTORS.ALL WALL SENSORS, VARIABLE SPEED CONTROL SWITCHES, ON-OFF SWITCHES AND MOTOR STARTERSSHALL BE INDIVIDUALLY LABELED. LABELS SHALL INDICATED THE UNIT CONTROLLED, TYPE OF CONTROLAND AREA SERVED. THE LABELS SHALL BE PLASTIC LAMINATE, PERMANENT TYPE, WHITE WITH BLACKLETTERING, AND SHALL BE MOUNTED INSIDE OF THE COVER PLATE, OF THE CONTROL DEVICE.COORDINATE ALL CONTROL DEVICES WITH ELECTRICAL CONTRACTOR.ALL CONTROL WIRING, CONDUIT AND HARDWARE TO COMPLETE THE HVAC CONTROL SYSTEM SHALL BEFURNISHED AND INSTALLED UNDER DIVISION 23 - MECHANICAL.ALL CONTROL WIRING AND INTERLOCK WIRING LOCATED IN MECHANICAL ROOMS AND IN NONACCESSIBLE CEILINGS SHALL BE IN CONDUIT.ALL GREASE DUCT CONSTRUCTION SHALL BE STAINLESS STEEL, MIN 18 GAGE, OR CARBON STEEL, MIN 16GAGE, ALL WELDED, LIQUID TIGHT CONSTRUCTION AS PER NFPA 96 LATEST EDITION AND FBCM LATESTEDITION.GREASE EXHAUST DUCT SHALL HAVE 1-HOUR FIRE RATED WRAP FROM EXISTING DUCTWORKCONNECTION UP THROUGH THE NEW CHASE AND ABOVE LAY-IN CEILING TO INLET OF NEW GREASEEXHAUST FAN. MAINTAIN MINIMUM CLEARANCE AS PER NFPA 96, LATEST EDITION.V VOLTS, VOLTAGEROOFTOP HEAT PUMPRHPRHC REHEAT COILODP OPEN DRIP PROOFTEFC TOTALLY ENCLOSED FAN COOLEDTOTALLY ENCLOSED AIR OVERTEAOWATER SOURCE HEAT PUMPWSHPELEC ELECTRIC, ELECTRICALPRESSURE REDUCING STATIONPRSVLV VALVESHEETSHTLOUVERLVROUTSIDE AIR LOUVEROALTRANSFER AIR GRILLETAGFIRE ALARM CONTROL PANELFACPFAS FIRE ALARM SYSTEMSG SOFFIT GRILLERAR RETURN AIR REGISTERSUPPLY AIR REGISTERSARSAG SUPPLY AIR GRILLESEC SECONDNOT IN CONTRACTNICN/C NOISE CRITERIAHVAC HEATING, VENTILATION AND AIR CONDITIONINGAMERICAN SOCIETY OF MECHANICAL ENGINEERSASMEAND AIR CONDITIONING ENGINEERSASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION,CONTRACTORS' NATIONAL ASSOCIATIONSHEET METAL AND AIR CONDITIONINGSMACNARH RELATIVE HUMIDITYCOEFFICIENT OF PERFORMANCECOPSEER SEASONAL ENERGY EFFICIENCY RATIOH2O WATERCO2 CARBON DIOXIDEACCESS PANELAPAF AIRFOILPRV PRESSURE REDUCING VALVEMAXIMUM OVER CURRENT PROTECTIONMOCPSTM STEAMBUILDING AUTOMATION SYSTEMBASBYPASSBYPBPV BYPASS VALVEBACKFLOW PREVENTERBFPBTUH BRITISH THERMAL UNIT PER HOURCSD CEILING SUPPLY DIFFUSERSOUND ATTENUATORSATTVVT VARIABLE VOLUME AND TEMPERATUREDP DIFFERENTIAL PRESSURETOD TOP OF DUCTTARSUPPLY AIR TEMPERATURESATSSRETURN AIR TEMPERATURERATOAT OUTSIDE AIR TEMPERATUREFPS FEET PER SECONDFCU FAN COIL UNITH/P HEAT PUMPCONDENSER WATER SUPPLYCWSCONDENSER WATER RETURNCWRPACKAGED TERMINAL AIR CONDITIONERPTACZONE DAMPERZDWALL HEATERWHUNIT HEATERUHTOP OF STEELTOSTYPICALTYPVARIABLE FREQUENCY DRIVEVFDCOUNTERWEIGHTCWTOUTSIDE AIR UNITOAUROOFTOP UNITRTUMEZZANINEMEZZEQUIPMENTEQUIPDIFFERENTIALDIFFEXHAUST AIR REGISTEREARCENTER TO CENTERC/CMAXIMUM FUSE SIZEMFSICE STORAGE TANKISTFAN TERMINAL UNITFTUHEAT EXCHANGERHXHEAT RECOVERY UNITHRUFLOORFLRCONDENSING UNITCUDIRECT EXPANSIONDXACCESS DOORADBACKWARDLY INCLINEDBIBOTTOM OF PIPEBOPBRITISH THERMAL UNITBTUAIR HANDLERAHABOVE FINISHED GRADEAFGAIR CONDITIONERACAIR CONDITIONINGA/CREF REFRIGERANTCO CLEANOUT1000 BRITISH THERMAL UNITS PER HOURLOCKED ROTOR AMPSLEAVING WATER TEMPERATUREMAKE-UP AIR UNITNATIONAL ELECTRIC CODENORMALLY OPENNATIONAL FIRE PROTECTION ASSOCIATIONMANUAL VOLUME DAMPERMINIMUM CIRCUIT AMPACITYNORMALLY CLOSEDPOINT OF CONNECTIONRETURN AIR GRILLEPRESSURE DROPTRANSFER AIR REGISTERSTATIC PRESSUREREVOLUTION PER MINUTERATED LOAD AMPSPOUNDS PER SQUARE INCH GAUGESTAINLESS STEELUNDERWRITER'S LABORATORIESVARIABLE AIR VOLUMEUNLESS NOTED OTHERWISETOTAL STATIC PRESSURETOTAL SENSIBLE HEATOUTSIDE AIROAEXHAUST AIREXHAUST AIR GRILLEEXHAUST FANEFFICIENCYFLOOR DRAINFACE AREAFLEXIBLEFLANGEFEETELECTRIC DUCT HEATERFORWARD CURVEENTERING WATER TEMPERATUREENERGY EFFICIENCY RATIOENTERING AIR TEMPERATUREEXTERNAL STATIC PRESSUREDEGREES FAHRENHEITGALVANIZEDHEADHORSEPOWERHOURHERTZGAUGEFACE VELOCITYKILOWATTSINCHESGRAND TOTAL HEATGALLONS PER MINUTEHZKWINHPHRGALVGTHGPMHD°FFLEXFLGGAFVFTFLDFCFAEFFESPEWTEAGEDHEATEEREFWGUNOWBVAVULTSTATWATER GAGETHERMOSTATWET BULBROOMRMTSPTSHTEMPSTLSPSQRPMSATEMPERATURESTEELSUPPLY AIRSQUAREPROPRAGRLAPSIGRAPOCPHPDOCPROPELLERRETURN AIRON CENTERPHASECAPACITYCHILLED WATERCONNECTIONCONTINUEDRY BULBDIAMETERCENTRIFUGALAIR HANDLING UNITABOVE FINISHED FLOORBOTTOM OF DUCTBRAKE HORSEPOWERCUBIC FEET PER MINUTEDIRECT DIGITAL CONTROLDRAWINGDOWNDBDDCDIADWGDNEACHWCONTCONNBODCAPCFMCENTRIAFFBHPAHUMECHANICALMECHNFPANTSNOMNONECNCMVDMINNOT TO SCALENOMINALMINIMUMMAUMCAMBHMAXLRALWTMAXIMUMVERTICAL DRAW THRUVDTHORIZONTAL DRAW THRUHDTCW COLD WATEREXIST EXISTINGSF SUPPLY FANW WATT(S)INFRARED HEATERIHABBREVIATIONSDESCRIPTIONABBRABBRDESCRIPTIONW/ WITHLEAK DETECTION SENSORLEAVING AIR TEMPERATURELDSLATPERCENTPCTLIQUID PETROLEUM GASLPGSCHEDULESCHDOOR GRILLEDGDOOR LOUVERDLABBRDESCRIPTIONLIMIT OF REMOVALLORPROVIDE ACCESS PANELS IN DRYWALL CEILINGS AS REQUIRED FOR ACCESS TO MECHANICALEQUIPMENT. COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE WORK PLATFORMS AS REQUIREDFOR ALL EQUIPMENT LOCATED WITHIN THE CEILING SPACE.35.46.47.48.49.51.53.54.56.57.58.59.60.ALL ROOF MOUNTED FANS AND PACKAGE A/C UNITS SHALL BE BOLTED DOWN TO ROOF CURB USING 1/4"STAINLESS STEEL BOLTS EVERY 12" INCHES. PROVIDE 1/4" THICK NEOPRENE GASKETS BETWEENEQUIPMENT AND ROOF CURBS.40.50.55.52.61.62.63.64.65.66.67.68.69.70.71.72.73.LTBALANCING VALVEBAL VASHUTOFF VALVE (AS SPECIFIED FOR PIPING SYSTEM)COMBINATION BALANCING/SHUTOFF VALVEBSVNEEDLE VALVENVSQUARE HEAD COCK VALVESHC VAPLUG VALVEPVBUTTERFLY VALVEBFVRELIEF VALVERVPRESSURE GAUGEPGBASKET STRAINERB STRTHERMOMETERTHPRESSURE SWITCHPR SWFLOW CONTROL VALVEFCVY-TYPE STRAINERSTRFLOW MEASUREMENT STATIONFMSEXPANSION VALVEEXP VAOUTSIDE SCREW AND YOKE VALVEOSY VAPRESSURE REDUCING VALVEPRV3-WAY MODULATING CONTROL VALVE W/ACTUATORACVMODULATING CONTROL VALVE W/ ACTUATORACVTEST PLUGTPFLOW SWITCHFL SWUNIONCHECK VALVECKVSOLENOID VALVE (TWO-POSITION W/ ACTUATOR)SOL VAGLOBE VALVEGLVBALL VALVEBVAAV AUTOMATIC AIR VENTMANUAL AIR VENTSYMBOL ABBRDESCRIPTIONTHREADED DRAIN PLUGFLANGESMALE (GARDEN) HOSE CONNECTION WITH CAPBFV MS BUTTERFLY VALVE W/ MEMORY STOPPIPING LEGENDMAVWATER METERWMSYMBOLABBRDESCRIPTIONINDICATES SUPPLY AIR FLOW DIRECTIONINDICATES RETURN or EXHAUST AIR FLOW DIRECTIONAIR DISTRIBUTION LEGENDROUND DUCT SECTION TURNED UP (UNLESS NOTED OTHERWISE)AD DUCT ACCESS DOOREND OF DUCT WITH CAPSMOKE DAMPER WITH ACCESSDOOR IN DUCTACCESS DOOR IN DUCTFIRE/SMOKE DAMPER WITHSQUARE TO ROUND TRANSITIONECCENTRIC DUCT TRANSITIONDOUBLE LINESINGLE LINERECTANGULAR DUCT SIZE IN INCHES SLAB OR ROOFDUCT SECTIONS UP THROUGHSUPPLY AIR DUCT SECTION TURNEDEXISTING DUCTDUCT TO BE DEMOLISHEDBACKDRAFT DAMPERCONCENTRIC DUCT TRANSITIONFIRE DAMPER W/ACCESSFLEXIBLE DUCTDOOR IN DUCTMANUAL VOLUME DAMPER18x1218x12 FIRST SIZE LISTED IS SIDE SHOWN UP OR TOWARDS DOWN OR AWAYSUPPLY AIR DUCT SECTION TURNED DOWN OR AWAYRETURN AIR DUCT SECTION TURNED UP OR TOWARDSRETURN AIR DUCT SECTION TURNEDEXHAUST AIR DUCT SECTION TURNED UP OR TOWARDSEXHAUST AIR DUCT SECTION TURNED DOWN OR AWAY18"∅ROUND DUCT SIZE IN INCHES18x12"∅OVAL DUCT SIZE IN INCHES18"∅18x12"∅ACOUSTIC LINED DUCTDUCT OFFSET (DOWN) IN DIRECTIOND OF ARROW (NOT TYPICALLY SHOWN)DUCT OFFSET (UP) IN DIRECTION OF ARROW (NOT TYPICALLY SHOWN)UROUND DUCT SECTION TURNED DOWN OR AWAYLLT LOW LIMIT THERMOSTATDSD DUCT SMOKE DETECTORBDDMDFDFSDSMDTWO POSITION PARALLEL BLADE DAMPER WITH ACTUATORMODULATING OPPOSED BLADE DAMPER WITH ACTUATORVD OR TOWARDSGENERAL LEGENDSYMBOL ABBRDESCRIPTION23-1HTHUMIDISTAT (WALL MOUNTED)THERMOSTAT (WALL MOUNTED)H'STATT'STATSF-1800KEYED REFERENCE NOTE ORSHEET NOTEREVISION CLOUD AND REVISIONNUMBEREQUIPMENT IDENTIFICATION(REFER TO SCHEDULES)CFMPOINT OF CONNECTION (POC) SYMBOLCEILING SUPPLY DIFFUSER. REFER TODIFFUSER AND GRILLE SCHEDULE FORADDITIONAL INFORMATION.LINEAR SLOT DIFFUSER. REFER TODIFFUSER AND GRILLE SCHEDULE FORADDITIONAL INFORMATION.CEILING GRILLE (RETURN OR TRANSFER)REFER TO DIFFUSER AND GRILLE SCHEDULEFOR ADDITIONAL INFORMATION.GRILLE, REGISTER OR OPEN DUCT(SUPPLY SHOWN)CEILING EXHAUST GRILLE. REFER TODIFFUSER AND GRILLE SCHEDULE FORADDITIONAL INFORMATION.SYMBOLABBRDESCRIPTIONSSENSOR (WALL MOUNTED)AIR FILTERS SHALL BE PER THE EQUIPMENT SCHEDULE IN AIR HANDLING EQUIPMENT. FILTERS SHALL BEINSTALLED PRIOR TO UNIT START UP, REPLACED A MINIMUM OF ONCE PER MONTH DURING THECONSTRUCTION PERIOD, REPLACED PRIOR TO TEST AND BALANCE, AND REPLACED MONTHLY UNTIL FINALCOMPLETION.THE CONTRACTOR SHALL PROVIDE AIR FLOW DIAGRAMS INSTALLED IN WATERPROOF, LAMINATED FRAMESON THE WALL IN EACH MECHANICAL ROOM. AIR FLOW DIAGRAMS SHALL INCLUDE THE LOCATIONS OFDAMPERS, SENSORS, AND EXHAUST FANS ASSOCIATED WITH THE AIR HANDLING UNIT.FURNISH AND INSTALL A 24x24 (OR SMALLER IF NECESSARY) HINGED DUCT INSPECTION PANEL IN THEDISCHARGE DUCT WITHIN 15 FT. OF EACH AIR HANDLING UNIT DISCHARGE. PREFERABLE LOCATION IS INTHE MECHANICAL ROOM.ALL EXHAUST FANS SHALL BE PROVIDED WITH BACK DRAFT DAMPERS.ALL REFRIGERANT LINES FOR SPLIT SYSTEM DX UNITS SHALL HAVE FILTER DRYERS AND SIGHT GLASSES.ALL PIPING BELOW SLAB SHALL BE WITHOUT JOINTS AND RUN IN A PIPING CHASE OR CONDUIT OFSUFFICIENT SIZE TO ALLOW REPLACEMENT OF THE PIPING IN THE FUTURE. EACH END OF THE CHASESHALL BE SEALED AIR TIGHT AND WATERTIGHT.ALL REFRIGERANT PIPING IN CONCEALED CHASES FOR SPLIT DX UNITS SHALL BE SOFT DRAWN TYPE KCOPPER. SERVICE FITTINGS FOR REFRIGERANT LINES SHALL BE LOCATED IN A MANNER TO BEINACCESSIBLE TO THE PUBLIC. INSULATE ALL REFRIGERANT LINES WITH 1" ARMAFLEX INSULATION ANDWRAP WITH ALUMINUM JACKETING.OUTSIDE AIR INTAKE LOUVERS SHALL HAVE 1/2" x 1/2" MINIMUM MESH SCREEN, AND SHALL BE LOCATED ASHIGH ABOVE FINISH GRADE AS POSSIBLE.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE TEST ANDBALANCE FIRM. PRIOR TO TEST AND BALANCE, THE CONTRACTOR SHALL START-UP, PRE-BALANCE THESYSTEM, AND REPLACE ALL AIR FILTERS FOR EVERY AHU BEING TESTED. ALL DISCREPANCIES, DRIVECHANGES, ETC. REPORTED BY ENGINEER OR THE TEST AND BALANCE FIRM SHALL BE CORRECTED BY THECONTRACTOR WITHIN FIVE CALENDAR DAYS AT NO ADDITIONAL COST.OPERATION AND MAINTENANCE MANUALS SHALL INCLUDE AS A SEPARATE SUBMITTAL ITEM, PREVENTATIVEMAINTENANCE REQUIREMENTS ALONG WITH TIME SCHEDULE(S) FOR EACH ITEM. THE SEQUENCE OFOPERATION SHALL ALSO INCLUDE A DEFINITIVE SEQUENCE OF OPERATION OF THE MECHANICAL SYSTEM ANDCOMPONENTS AS THEY FUNCTION INTEGRALLY AND INDEPENDENTLY WITH THE SYSTEM.PROVIDE VANDAL PROOF COIL GUARDS ON ALL CONDENSING UNITS.PROVIDE VANDAL PROOF CAPS ON ALL SERVICE VALVES TO PREVENT UNAUTHORIZED RELEASE OFREFRIGERANT.THE CM OR GENERAL CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT COMMISSIONINGCONTRACTOR TO COMMISSION THE MECHANICAL AND CONTROL SYSTEMS. A COMPLETE COMMISSIONINGREPORT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE CM OR GENERAL CONTRACTORSHALL RETAIN THE SERVICES OF AN INDEPENDENT TEST AND BALANCE CONTRACTOR.ALL REFRIGERANT LINES EXPOSED TO THE EXTERIOR SHALL BE INSULATED WITH 1" ARMAFLEX INSULATIONAND WRAPPED WITH ALUMINUM JACKETING.THE CONTRACTOR SHALL HIRE AN INDEPENDENT TEST AND BALANCE FIRM TO TEST AND BALANCE ALL AIRCONDITIONING SYSTEMS-SEE SPECIFICATIONS.ALL REFRIGERANT PIPING EXPOSED TO THE EXTERIOR SHALL BE INSULATED WITH 1" THICK CLOSED CELLFOAM INSULATION (ARMAFLEX) AND SHALL BE WRAPPED WITH ALUMINUM JACKETING.UNLESS NOTED OTHERWISE THE DISCHARGE DUCT SIZE IS THE SAME AS THE OUTLET ON THE VAV BOX.VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING NEW WORK. ANY DISCREPANCIES SHALL BEBROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.PROVIDE LABOR AND MATERIALS TO PROVIDE A COMPLETE AND OPERATIONAL HVAC SYSTEM AS SHOWNON DRAWINGS AND SPECIFICATIONS. COORDINATE WORK WITH ALL OTHER TRADES. ALL MATERIALS ANDEQUIPMENT SHALL BE NEW AND SHALL BE UL LISTED WHERE APPLICABLE.PLANS AND DIAGRAMS ARE SCHEMATIC OVERVIEW DESCRIPTIONS OF THE SYSTEM AND SHOULD NOT BESCALED. CONTRACTOR SHALL COORDINATE ALL PLUMBING, INTERIORS, ARCHITECTURAL, AND ELECTRICALWORK AT SITE SO AS NOT TO CONFLICT WITH OTHER WORK UNDER THE CONTRACT.DIVISION 23 CONTRACTOR TO FURNISH ALL STARTERS/DISCONNECTS (UNO) FOR HVAC EQUIPMENT, TO BEINSTALLED BY DIVISION 26 CONTRACTOR. THE DIVISION 23 CONTRACTOR IS DIRECTED TO COMPLY WITHDIVISION 26 OF THE CONTRACT SPECIFICATIONS REFERRING TO MOTORS, STARTERS, ETC.VFD'S AND VSD'S TO BE PROVIDED BY DIVISION 23 CONTRACTOR. PROVIDE VFD'S AND VSD'S PER DIVISION26 SPECFICATIONS.MOUNT THERMOSTATS AND HUMIDISTATS 48" AFF (TYPICAL FOR ALL STANDARD SENSORS). COORDINATELOCATION WITH CASEWORK SHOP DRAWINGS.FLEX DUCT, RIGID ROUND AND RECTANGULAR DUCTWORK SERVING DIFFUSERS, GRILLES, AND REGISTERSSHALL BE THE SAME SIZE AS NECK OF AIR TERMINAL BEING CONNECTED, UNLESS NOTED OTHERWISE.DUCTWORK ON THE DOWNSTREAM SIDE OF VAV BOX SHALL BE SAME SIZE AS BOX OUTLET UNLESS NOTEDOTHERWISE.EQUIPMENT MOUNTED OUTSIDE SHALL MEET THE MINIMUM WINDLOAD REQUIREMENTS FOR THE AREA.ALL WORK SHALL BE COMPLETED AS REQUIRED TO MAINTAIN THE EXISTING ROOF WARRANTY.COORDINATE ALL WORK WITH ROOF WARRANTY HOLDER.VAV BOXES SHALL BE PROVIDED WITH OCCUPANCY SENSOR FOR UN-OCCUPIED CONTROL SEQUENCES OFOPERATION. TYPICAL FOR ALL.THIS MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROTECT AND REGULARLY CHANGE FILTERS FORALL EXISTING AND NEW AIR MOVING EQUIPMENT OF ANY KIND AND THE ASSOCIATED DUCTWORK,REGISTERS, GRILLES ETC. IN THE AREA OF WORK. FAILURE TO PROTECT THESE SYSTEMS WILL REQUIRETHAT THIS CONTRACTOR "CLEAN" THE EXISTING EQUIPMENT AND ASSOCIATED DUCTWORK, REGISTERS,GRILLES ETC. PER SPECIFICATIONS. FAILURE WILL BE DETERMINED BY THE BUILDING ENGINEER ORENGINEER OF RECORD.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
Date:
File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt
9/7/2017 6:53:24 AM
1-G-M001PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
MECHANICAL GENERAL NOTES, ABBREVIATIONS,
AND SYMBOLS
07-14-2017
S12014
DAK
DAK
DAK
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AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 44 CONFORMED SET221
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500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
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Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
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Offices in:
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1/64" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:26:55 PM1-G-M101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE FIRST FLOOR PLAN - PHASE 1 -MECHAICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
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COMPOSITE FIRST FLOOR PLAN - PHASE 1 - MECHANICAL REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
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TDC /C AT TDC /C ATTDC/C AT TDC /C ATTDC /C AT TDC /C ATTDC /C AT TDC /C AT AVSAVSFRO NTETDBLSAVSAVSFRO NTETDBLSFRO NTETDBLS AVSFRO NTETDBLSAVSAVSAVSFRO NTETDBLS
2
3'-9"3'LADA GATE
WTMDCEIA
1
2
ETD ETD ETD ETD
LL 43 L 43 L3 L323'-9"3'
L ADA GATEWTMDCEIA
1
2 3'-9"3'LADA GATE
WTMDCEIA 12 3'-9"3'
L ADA GATEWTMDCEIA 1UP
UP
UP
Table
Table
Table
Table
Table
TableTable
1-NEE-M100
2
1-SA-M101
1
1-NIE-M100
2
1-GD-M100
2
1-GD-M101
1
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/64" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:27:21 PM1-G-M102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE SECOND FLOOR PLAN - PHASE 1 -MECHANICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
LOADING
DOCK
ELEVATOR
N
NORTH 1/64" = 1'-0"
COMPOSITE SECOND FLOOR PLAN - PHASE 1 - MECHANICAL REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
223
UP
UP
UP
NEW SCREENING
EXPANSION ROOF
NEW ROOFING AND
RELOCATION OF RTU'S
AND HVAC SYSTEMS
1-SA-M102
1
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/64" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:27:37 PM1-G-M103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE ROOF PLAN - PHASE 1 - MECHANICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/64" = 1'-0"
COMPOSITE ROOF PLAN - PHASE 1 - MECHANICAL REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
224
SPLIT SYSTEM HEAT PUMP AIR CONDITIONER SCHEDULE
PACKAGE DX COOLING AIR CONDITIONER SCHEDULE
ELECTRIC DUCT HEATER SCHEDULE
NOTES:
1. PROVIDE WITH DOOR INTERLOCK DISCONNECT SWITCH, TIME DELAY BETWEEN STEPS, FAN CONTROL RELAY, AND INSULATED CONTROL PANEL..
2.REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
MARK
1-SA-EDH-1
PHASE
VOLTAGE/AIR FLOW
CFM
3,525 460/330
E.A.T.
(°F)
55
L.A.T.
(°F)MANUFACTURER MODEL #
WARREN CBK
(W X H)
DIMENSIONS
SEE PLANS28 KW
KW @ LISTED
VOLTAGE TYPE
OPEN COIL
NOTES
1, 2
STAGES
4
ASSOCIATED
AIR HANDLER
1-SA-AHU-1
1-SA-EDH-3
1-SA-EDH-4
LOUVER SCHEDULE
ELECTRIC HEATER SCHEDULE
TAG
PERFORMANCE DATA ELECTRICAL
BASIS OF DESIGN
TYPE CONTROL CFM KW HZ
NOTES:
1. INTEGRAL T'STAT
2. PROVIDE DISCONNECTS FOR ALL HEATERS AND CONTROL VOLTAGE
TRANSFORMERS AND CONTACTORS. CONTROL POWER SHALL BE 24 VAC.
1-NE-EUH-1 TUBULAR T-STAT 270 3.75 208/1 60 Q-MARK MWUH5004
1-SA-EDH-2 3,525 460/330 55 WARREN CBKSEE PLANS28 KW OPEN COIL 1, 241-SA-AHU-1
DUCT
INSTALLED
OA DUCT
OA DUCT
1-SA-EDH-5
4,000 460/355 68 WARREN CBKSEE PLANS20 KW OPEN COIL 1, 241-SA-AHU-5 SA DUCT
4,000 460/355 68 WARREN CBKSEE PLANS20 KW OPEN COIL 1, 241-SA-AHU-6 SA DUCT
4,000 460/355 68 WARREN CBKSEE PLANS20 KW OPEN COIL 1, 241-SA-AHU-7 SA DUCT
AIR HANDLING UNIT SCHEDULE
UNIT DATA FAN DATA
MARK UNIT TYPE &
LOCATION
MANUFACTURER &
MODEL NO.
SUPPLY
AIR CFM
OUTDOOR AIR CFM STATIC PRESSURE
IN., WG BLOWER
RPM
TYPE/DIA.
(INCH)
MOTOR
EXTERNAL TOTAL HP BHP VOLTS PH HZ
1-SA-AHU-1 SINGLE ZONE VAV TRANE CSAA SIZE 40 5,379 18,000 2,500 3.25 4.9 1598 (2) PLENUM / 24 (2) 10 19.6 460 3 60
AIR HANDLING UNIT SCHEDULE (CONT.)
CHILLED WATER COOLING COIL DATA FILTER DATA
NOTESAIR TEMP °F CAPACITY MBH WATER TEMP °F GPM
WATER
PRESSURE DROP
FEET H20
MIN.
NUMBER
OF ROWS
MAX. FINS
PER FOOT
AIR SIDE
PRESSURE DROP
INCHES H20
TYPE
MAX.
FACE
VELOCITY
FPM
CLEAN ∆P
IN. H20
DIRTY
∆P IN.
H20
EFF.ENTER LEAVE
DB WB DB WB TOTAL SENSIBLE ENTER LEAVE
83.4 71.5 52.0 51.9 1359.9 715.9 44 58 161 11.7 8 120 0.9 4" PLEATED 500 0.3 1.0 MERV 13
MARK
1-SA-AHU-1 1 - 13, 14
GRAVITY ROOF VENT SCHEDULE
UNIT
NO.SERVICE FUNCTION CFM P.D.
(IN.W.G.)
ROOF
OPENING
L X W
(IN.)
VENT
FREE
AREA
(S.F.)
TYPE
DAMPERTYPE REMARKS
1-SA-AHU-1 RELIEF 3,5001-SA-GV-1 0.03 36x66 19.8 FLAT MOTORIZED 1, 2, 3, 4
NOTES:
1. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
2. PROVIDE WITH INSULATED CAP AND ALUMINUM MESH INSECT SCREEN.
3. REFER TO ARCHITECTURAL DRAWINGS FOR CURB AND FLASHING INFORMATION.
CURB
COOL 36x66x6TRE
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
4. REFER TO DETAILS FOR INSTALLATION REQUIREMENTS.
1-SA-AHU-1 RELIEF 3,5001-SA-GV-2 0.03 36x66 19.8 FLAT MOTORIZED 1, 2, 3, 4COOL 36x66x6TRE
MINIMUM
7,050
MAXIMUM
1-SA-AHU-5 CONSTANT VOLUME TRANE UCCA SIZE 10 1,050 4,000 -1.2 2.3 1798 PLENUM 5 2.4 460 3 60800
80.8 67.7 51.4 51.2 188.1 126.3 44 58 27 4.7 8 144 0.8 4" PLEATED 500 0.3 0.8 MERV 131-SA-AHU-5 1,3,4,5,7,8,9,11,12,13
80.8 67.7 51.4 51.2 188.1 126.3 44 58 27 4.7 8 144 0.8 4" PLEATED 500 0.3 0.8 MERV 131-SA-AHU-6 1,3,4,5,7,8,9,11,12,13
80.8 67.7 51.4 51.2 188.1 126.3 44 58 27 4.7 8 144 0.8 4" PLEATED 500 0.3 0.8 MERV 131-SA-AHU-7 1,3,4,5,7,8,9,11,12,13
1-SA-AHU-6 CONSTANT VOLUME TRANE UCCA SIZE 10 1,050 4,000 -1.2 2.3 1798 PLENUM 5 2.4 460 3 60800
1-SA-AHU-7 CONSTANT VOLUME TRANE UCCA SIZE 10 1,050 4,000 -1.2 2.3 1798 PLENUM 5 2.4 460 3 60800
VAV BOX SCHEDULE
NOTES:
1. HIGH EFFICIENCY ODP FAN MOTOR IN THE MAIN UNIT.
2.PROVIDE WITH AIR FLOW MONITORING STATION IN OA DUCTWORK.
3. THE FINAL SELECTION OF EQUIPMENT SHALL NOT AFFECT MOTOR BRAKE HORSEPOWER OR SOUND POWER LEVELS OF THE UNITS SCHEDULED.
4. INSTALL DUCT MOUNTED SMOKE DETECTOR IN SUPPLY AND RETURN AIR DUCT.
5. THE COIL WATER PRESSURE DROP SHALL NOT EXCEED THE VALUES SHOWN IN THE ABOVE SCHEDULE.
6. FURNISH UNITS WITH 8" HIGH, FACTORY INSTALLED BASE RAIL.
7. PROVIDE FACTORY MOUNTED VFD AND DISCONNECT SWITCH. REFER TO ELECTRICAL SPECIFICATIONS FOR VFD REQUIREMENTS.
8. PROVIDE SINGLE POINT ELECTRICAL CONNECTION FOR FANS. CONNECT LIGHTING TO DDC CIRCUIT.
9. PROVIDE UNIT MOUNTED, STANDALONE, PREPROGRAMMED, DIRECT DIGITAL CONTROLLER COMPATIBLE WITH BUILDING AUTOMATION SYSTEM.
10. PROVIDE PERFORATED LINER WITH MYLAR IN OUTLET SECTION OF AIR HANDLER WITH WINDOW IN DOOR.
11. VERIFY COIL, CONDENSATE, AND SERVICE CLEARANCE REQUIREMENTS WITH FIELD CONDITIONS BEFORE ORDERING EQUIPMENT.
12. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
13. AIR HANDLER SHALL BE CAPABLE OF ENTRY INTO BUILDING THROUGH A 72" x 6'-8" DOOR OPENING. PROVIDE ADDITIONAL EQUIPMENT BREAKDOWN AS REQUIRED FOR INSTALLATION.
14. PROVIDE WITH TCACS AIR FILTRATION SECTION. COORDINATE 120/1/1PH ELECTRICAL REQUIREMENT WITH ELECTRICAL CONTRACTOR.
TAG
INDOOR UNIT OUTDOOR UNIT
SA
CFM
OA
CFM
ESP
IN. WC
COOLING CAPACITY
MFR MODEL TAG AMBIENT
TEMP.
UNIT
MOCP V/PH/HZ MFR./MODEL NOTES SEERTOTAL
(MBH)
SENSIBLE
(MBH)
EAT °F
(DB/WB)
LAT °F
(DB/WB)
1-LD-AHU-1 1600 240 0.8 47.3 36.6 77.4/64.7 55/54 GAM5B0C48 1-LD-CU-1 95 30 208/3 276 TRANE 4TWA3048 R410A 1,2,3,4 14.0
NOTES:
1. PROVIDE AUXILIARY DRAIN PAN WITH OVERFLOW SWITCH.
2. PROVIDE HEATERS WITH 2-STAGES.
3. PROVIDE WITH STEEL STAND PER DETAILS.
4. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
5. PROVIDE WITH CONDENSATE PUMP. BASIS OF DESIGN: LITTLE GIANT MODEL 30ABS, 1/12HP, VOLTAGE 120/1, 3.5 AMP, 110 GPH AT 20-FT HD, AND 9-FT POWER CORD.
UNIT
MCA
18
UNIT
MOCP V/PH/HZ SHIPPING
WEIGHT
45 208/3 17643
EMERG HEAT
TOTAL
(MBH)KW AT 208
24.6 7.2
1-LD-AHU-2 1065 150 0.3 33.0 24.7 76.4/63.7 54/52 GAM5B0C36 1-LD-CU-2 95 20 208/3 176 TRANE 4TWA3036 R410A 1,2,3,4 14.01450 208/3 1764824.6 7.2
TAG SA
CFM
OA
CFM
ESP
IN. WC
COOLING CAPACITY
AMBIENT
TEMP.
UNIT
MOCP V/PH/HZ MFR./MODEL NOTES EEREAT °F
(DB/WB)
LAT °F
(DB/WB)
1-LD-AHU-3 1950 120 0.15 36.0 26.7 80/67 -/-3.0 95 25 208/3 376 BARD D35A/D35L R410A ALL 10.0
NOTES:
1. PROVIDE CONDENSATE PAN WITH OVERFLOW SWITCH.
2. COORDINATE WALL OPENING WITH ARCHITECTURAL DRAWINGS.
3. PROVIDE WITH REMOTE TEMPERATURE AND HUMIDITY SENSOR.
UNIT
MCA
19
ELECT HEAT
KW AT 208
15.4 4.5
TAG CFM SIZE W"XH" MAX. FPM FREE AREA BASIS OF DESIGN NOTES
1-NE-L-1 400 24" x 24"750 0.6 RUSKIN EME6625D 2, 3, 4
NOTES:
1. PROVIDE WITH 24v MOTORIZED DAMPER. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER REQUIREMENTS.
2. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
3. PROVIDE WITH BACK DRAFT DAMPER AT LOUVER.
4. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS.
ASSOCIATED AHU
1-NE-EF-1
1-BH-AHU-1 0 33.0 24.7 75.8/62.8 54/53 95 208/3 R410A 1,2,3,4 14.0208/3 176
VOLTS/
PHASE
1-SA-AHU-2 0 33.0 24.7 75.8/62.8 54/53 1-SA-CU-2 95 208/3 R410A 1,2,3,4 14.015 208/3 1768NONE -
1-SA-AHU-3 0 33.0 24.7 75.8/62.8 54/53 95 208/3 R410A 1,2,3,4 14.015 208/3 1768
1-SA-AHU-4 0 33.0 24.7 75.8/62.8 54/53 95 208/3 R410A 1,2,3,4 14.015 208/3 1768
NONE -
NONE -
NOM.
TONS
4.0
3.0
3.0
3.0
3.0
3.0
1-SA-CU-3
1-SA-CU-4
1-BH-CU-1
GAM5B0C36 20 176 TRANE 4TWA303614
GAM5B0C36 20 176 TRANE 4TWA303614
GAM5B0C36 20 176 TRANE 4TWA303614
GAM5B0C36 20 176 TRANE 4TWA303614158NONE -
1065 0.3
1065 0.3
1065 0.3
1065 0.3
1-SA-L-1 7,050 120" x 54"750 15.4 RUSKIN EME6625D 1, 21-SA-AHU-1
1-NE-L-2 400 24" x 24"750 0.6 RUSKIN EME6625D 2OA INTAKE
SHIPPING
WEIGHT
UNIT
MCA
REFRIG
TYPE
TOTAL
(MBH)
SENSIBLE
(MBH)
NOM.
TONS
SHIPPING
WEIGHT
REFRIG
TYPETOTAL
(MBH)
OPERATING
WEIGHT
VAV NO.
AIRFLOW
VALVE
MAXIMUM CFM
AIRFLOW
MINIMUM CFM
INLET CONN.
(IN.)
ELECTRIC HEAT DATA PRESSURE
DROP
(IN WG)
MANUFACTURER/MODEL NUMBER
KW STAGES VOLTAGE/PHASE
1-SA-VAV-1 3,800 1,850 24x16 12.0 3 460/3 0.30 TRANE VCEF
3,600 3 460/3 0.04 TRANE VCEF
NOTES:
1. PROVIDE MANUFACTURER DDC THERMOSTATS, CONNECT TO NEW BUILDING AUTOMATION SYSTEM.
2. PROVIDE 208/24 VAC TRANSFORMERS, PROPERLY FUSED AS PER NEC COORDINATE. WITH DIV 26.
3. VAV TERMINALS SHALL HAVE A MAXIMUM RADIATED AND DISCHARGE OF NC 30.
1-SA-VAV-2
1-SA-VAV-3
1,850 24x16 12.0
3,600 3 460/3 0.04 TRANE VCEF1,850 24x16 12.0
3,600 3 460/3 0.04 TRANE VCEF1-SA-VAV-4
1-SA-VAV-5
1,850 24x16 6.0
4,050 3 460/3 0.04 TRANE VCEF1,850 24x16 12.0
4. PROVIDE WITH SMOKE DETECTOR. COORDINATE WIRING OF DEVICE WITH DIV. 26.
5. PROVIDE WITH LOW AMBIENT CONTROLS.
6. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
1-NE-L-3 1100 36" x 24"750 1.5 RUSKIN EME6625D 2, 3EXH
1-SA-L-2 ?48" x 36"750 3.9 RUSKIN EME6625D -EXIST MA
1-LD-L-1 500 32" x 16"750 1.1 RUSKIN EME6625D 3, 4BLDG EXH FANS
1-FIS-AHU-1 1600 0 0.7 47.3 36.6 77.4/64.7 55/54 1-FIS-CU-1 1,2,3,4,5
675 2 460/3 0.08 TRANE VCEF - CONNECT TO EXIST UNIT1-SA-VAV-6
1-SA-VAV-7
265 8"-DIA 2.0
800 2 460/3 0.08 TRANE VCEF - CONNECT TO EXIST UNIT2508"-DIA 2.0
1-ELD-VAV-1 665 265 8"-DIA 2.0 2 460/3 0.08 TRANE VCEF
GAM5B0C48 95 30 208/3 276 TRANE 4TWA3048 R410A 14.01845 208/3 1764324.6 7.2 4.0
1-LD-L-2 150 24" x 16"500 0.6 RUSKIN EME6625D 1, 2, 41-LD-AHU-2
1-LD-L-3 240 24" x 16"500 0.6 RUSKIN EME6625D 1, 2, 41-LD-AHU-1
1-SA-L-3 800 36" x 24"500 1.6 RUSKIN EME6625D 2, 31-SA-AHU-5
1-SA-L-4 800 36" x 24"500 1.6 RUSKIN EME6625D 2, 31-SA-AHU-6
1-SA-L-5 800 36" x 24"500 1.6 RUSKIN EME6625D 2, 31-SA-AHU-7
1-BC-VAV-1 400 100 6"-DIA NONE -120/1 0.03 TRANE VCCF
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/21/2017 3:35:47 PM1-G-M300PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL SCHEDULES - 107-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
3
CONFORMED SET
225
DIFFUSER AND GRILLE SCHEDULE
TAG TYPE BASIS OF DESIGN MODEL AIR FLOW NECK SIZE
SD-3 CEILING SUPPLY
NOTES:
1. PROVIDE WITH OPPOSED BLADE DAMPER ADJUSTABLE FROM THE FACE OF GRILLE.
2. PROVIDE WITH TYPE 22 BORDER AND JOINT REQUIRED TO MAKE A CONTINUOUS FACE. SEE ARCHITECTURAL DRAWINGS.
3. PROVIDE WITH 60" FACTORY INSULATED PLENUM. SEE PLANS FOR QUANTITIES.
SD-1 CEILING SUPPLY TITUS TMS 1 TO 190 CFM
SD-2 CEILING SUPPLY
RG-1 CEILING RETURN 50F
RG-2 CEILING RETURN
EG-1 EXHAUST GRILLE 350FS
TITUS
TITUS
TITUS
TITUS
TITUS
CEILING TYPE
LAY-IN
LAY-IN
LAY-IN
LAY-IN
LAY-IN
HARD / DUCT
FACE SIZE
TMS 191 TO 275 CFM
TMS 276 TO 375 CFM
1 TO 700 CFM
701 TO 1650 CFM50F
1 TO 550 CFM
RG-3 CEILING RETURN TITUSLAY-IN 1651 TO 2500 CFM50F
SD-4 CEILING SUPPLY LAY-IN
SD-5 CEILING SUPPLY LAY-IN
6" DIA
8" DIA
10" DIA
12x12
18x18
12x12
22x22
12" DIA
14" DIA
24x24
24x24
24x24
24x24
24x24
14x14
24x24
24x24
24x24
TITUS
TITUS
TMS 376 TO 470 CFM
TMS 471 TO 600 CFM
SD-6 CEILING SUPPLY
SD-7
6" DIA
8" DIA
16x16
16x16
TITUS
TITUS
TMS 1 TO 190 CFM
TMS
HARD
HARDCEILING SUPPLY
SD-8 10" DIA16x16TITUSTMSHARDCEILING SUPPLY
191 TO 275 CFM
276 TO 375 CFM
SR-1 12x1214x14TITUS300FSHARD / DUCTSUPPLY GRILLE 1 TO 500 CFM
SR-2 24x1426x16TITUS300FSHARD / DUCTSUPPLY GRILLE 501 TO 1500 CFM
SR-3 14x10MATCHTITUSMATCH EXISTINGHARD / DUCTSUPPLY GRILLE -
SR-4 10" DIA14" DIATITUSR-300FHARD / DUCTSUPPLY GRILLE 1 TO 440 CFM
RG-4 RETURN GRILLE 350FS
RG-5 RETURN GRILLE
TITUS
TITUS
1 TO 1650 CFM
1651 TO 2700 CFM350FS
RG-6 CEILING RETURN TITUS 50F
36x12
48x18
38x14
50x20
14x14
HARD / DUCT
HARD / DUCT
NOTES
-
1
HARD 1 TO 700 CFM 12x12
TG-2 CEILING TRANSFER 50F
TG-1 TRANSFER GRILLE 350FSTITUS
TITUS
HARD / DUCT 1 TO 550 CFM
1 TO 700 CFM
12x12
12x12
14x14
24x24LAY-IN
LD-1 LINEAR SLOT (1) 2.5"x CONT.FL-25 HIGH THROWTITUS 276 TO 760 CFM 12" DIA.7"x CONT.2, 3HARD
LD-2 LINEAR SLOT (1) 1"x CONT.FL-10TITUS 1 TO 275 CFM 8" DIA.4"x CONT.2, 3HARD
NOT ALL DIFFUSERS, REGISTERS, OR GRILLES ON THIS SCHEDULE ARE USED ON THIS PHASE.
TG-3 TRANSFER GRILLE 350FSTITUSHARD / DUCT 551 TO 800 CFM 18x1420x16
-
-
-
-
-
-
-
1
1
1
1
1
1
1
-
-
-
-
-
-
EXHAUST FAN SCHEDULE
UNIT FAN TYPE DRIVE
TYPE CFM SP
(IN WG)
SONES
MAX RPM
MOTOR WEIGHT MANUFACTURER
MODEL NOTES
HP BHP VOLTS PH LBS
1-LD-EF-1 CEILING
MOUNTED 50 0.4
1-LD--EF-2
NOTES:
1. PROVIDE WITH BACKDRAFT DAMPER, PREWIRED SPEED CONTROLLER, WHITE ALUMINUM GRILLE, ISOLATOR KIT, AND PLUG DISCONNECT.
2. PROVIDE WITH ROOF CURB. COORDINATE WITH ARCHITECT FOR ROOF CURB REQUIREMENTS.
3. RUN CONTINUOUSLY- INTERLOCK WITH ASSOCIATED AHU / FCU.
4. PROVIDE WITH ROOF MOUNTED DISCONNECT, HURRICANE RATED CONSTRUCTION, HINGED BASE KIT, KEYWAY GREASE TROUGH, AND BELT TENSIONER.
5. PROVIDE WITH ROOF CURB AS REQUIRED TO MEET MINIMUM HEIGHT OF 40" TO RIM OF FAN OUTLET.
6. PROVIDE WITH ROUND WALL CAP. COORDINATE WITH ARCHITECTURAL PLANS.
7. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
8. PROVIDE WITH BACKDRAFT DAMPER, PRE-WIRED SPEED CONTROLLER, DISCONNECT SWITCH, AND HURRICANE RATED CONSTRUCTION.
9. PROVIDE WITH BACKDRAFT DAMPER, PRE-WIRED SPEED CONTROLLER, ISOLATOR KIT, AND DISCONNECT SWITCH.
10. PROVIDE WITH BACK DRAFT DAMPER, PRE-WIRED SPEED CONTROLLER, AND NEMA4 DISCONNECT SWITCH.
11. PROVIDE WITH DISCONNECT SWITCH, OSHA MOTOR / BELT GUARD, INSULATED HOUSING, BOLT TENSIONER AND SPRING ISOLATORS.
12. PROVIDE WITH OCCUPANCY SENSOR.
13. PROVIDE WITH LINE VOLTAGE WALL SWITCH.
14. INTERLOCK WITH EXISTING GREASE HOOD EXHAUST FAN CONTROLS. FAN ENERGIZES WHEN HOOD IS TURNED ON.
1-LD-EF-3
1-LD-EF-4
1-LD-EF-5
1-SA-GEF-1
DIRECT 1.5 774 - 28w 120 1 32 COOK
GC-146 1, 3
CEILING
MOUNTED 70 0.4DIRECT 1.5 774 - 28w 120 1 32 COOK
GC-146 1, 3, 12
CEILING
MOUNTED 50 0.4DIRECT 1.5 774 - 28w 120 1 32 COOK
GC-146
CEILING
MOUNTED 100 0.4DIRECT 2.0 985 - 41w 120 1 32 COOK
GC-148
CEILING
MOUNTED 100 0.4DIRECT 2.0 985 - 41w 120 1 32 COOK
GC-148
ROOF MT'D
UPBLAST
FIELD
VERIFY 2.0BELT 23 1508 3.0 2.5 FIELD
VERIFY - 390 COOK
ACRU-HP210 2, 4, 5, 7
1-BC3-EF-2 CEILING
MOUNTED 75 0.4DIRECT 1.5 865 - 35w 120 1 32 COOK
GC-146
1-BC3-EF-1 CEILING
MOUNTED 75 0.4DIRECT 1.5 865 - 35w 120 1 32 COOK
GC-146 1, 3, 6, 7
1, 3, 6, 7
1-SA-EF-1 ROOF MT'D 1715 0.7DIRECT 10.7 1146 3/4 0.3 120 1 145 COOK
ACED150 2, 3, 7, 8
1-LD-EF-6 CEILING
MOUNTED 50 0.4
1-LD--EF-7
DIRECT 1.5 774 - 28w 120 1 32 COOK
GC-146 1, 3
CEILING
MOUNTED 50 0.4DIRECT 1.5 774 - 28w 120 1 32 COOK
GC-146 1, 3
1-NE-EF-1 INLINE 400 0.4DIRECT 4.5 1272 - 116w 120 1 97 COOK
100SQN 7, 9, 13
1-NE-EF-2 INLINE 1100 0.6BELT 6.2 865 1/3 0.3 120 1 110 COOK
SQNB-HP180 3, 10
1, 3, 12
1, 3, 12
1, 3, 13
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/22/2017 1:34:31 PM1-G-M301PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL SCHEDULES - 207-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
CONFORMED SET
226
LOOPS UNDER DUCT.
FASTENERS MAY BE
OMITTED IF HANGER
DUCTWORK SUPPORT DETAILS
NOT TO SCALE
TO PENETRATE EXHAUST OR
FASTENERS NOT PERMITTED
DRYER VENT DUCTS.
RIGID ROUND DUCT
DUCT
18" MAX. FROM DEVICE.
SUPPORT STRAP
HANGER (TYP.)
RIGID RECTANGULAR DUCT
1 1/2" MIN.
METAL DUCT
#8 WIRE OR
STRAP HANGER
1 1/2" MIN.
FASTENER
SPIN-IN COLLAR
SEAL ALL JOINTS.
FLEX DUCT
TYPICAL LOUVER CONNECTION
NOT TO SCALE
DUCT TO
AHU OR
EXHAUST FAN
SIZE SHOWN
ON DRAWINGS
TRANSITION 4 WAYS
∠30°
PLENUM SAME SIZE OF
LOUVER BY 12" DEEP.
WALL
INSECT SCREEN
LOUVER SIZE
SHOWN IN
SCHEDULE
DUCT HANGER DETAIL
NOT TO SCALE
NOTES:
3. GALVANIZED SHEET METAL SHIELD. MINIMUM 16 GAGE
2. MAXIMUM SPACING BETWEEN HANGER LOCATIONS
1. USE TRAPEZE HANGERS FOR SUPPLY/RETURN/EXHAUST
x12" LONG.
SHALL BE 8'-0" PER PAIR.
TRAPEZE HANGERS
CONTINUOUS
THREADED ROD
INSULATION
WASHER (TYP)
LOCK-NUT (TYP)
ATTACH TO
DUCT
STRUCTURE
SHIELD
SHEET METAL
DUCTS
45°
MAX. 15°
MAX. 15°
W
45°
W
D D=
NOTE:
TURNING VANES
NOT LESS THAN TWICE THE DUCT AREA
TURNING VANES
TRANSITION
END TAP
DUCT ELBOWS
CHANGE OF DUCT SIZE
OFFSETS
W
DUCT FITTING REQUIREMENTS
THE FOLLOWING DUCT FITTINGS ARE CONSIDERED ACCEPTABLE. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR OTHER FITTINGS PRIOR TO
FABRICATION. ONLY FITTINGS WITH EQUAL OR LOWER PRESSURE DROP WILL BE CONSIDERED.
R=1/2W
DUCTS W/ AIR VELOCITY UNDER 1,500 FPM
R=W
DUCTS W/ AIR VELOCITY OVER 1,500 FPM
AND ALL DUCTS UPSTREAM OF TERMINAL
UNITS
12"x12" ACCESS PANEL ON BOTTOM OF
DUCT UPSTREAM OF TURNING VANES.
REQUIRED FOR RETURN AND EXHAUST
DUCTS
CONICAL SPIN-IN OR TRANSITION TO
AT LEAST 70% GREATER THAN AREA
OF SMALLER DUCT. SEE MAX.
TRANSITION ANGLE.
OFFSETS (TO AVOID OBSTRUCTIONS) ARE
REQUIRED BUT ARE NOT NECESSARILY SHOWN
ON THE PLANS.
45° OR 90° RADIUS ELBOWS
OBTAIN PRIOR APPROVAL FOR
ALL RETURN & EXHAUST
LOCATIONS
ACCESS PANEL (TYPICAL)
REQUIRED FOR RETURN &
EXHAUST DUCTS
BRANCH DUCT TAKEOFFS W/ MINIMUM
PRESSURE DROP
ROUND OR RECTANGULAR
1/2W, BUT NOT MORE THAN
12" (1/3W OK IF UNDER 3,000
FPM)
R=1/2W
DUCTS W/ AIR VELOCITY UNDER 1,500 FPM
R=W
DUCTS W/ AIR VELOCITY OVER 1,500 FPM AND
ALL DUCTS UPSTREAM OF TERMINAL UNITS
RECTANGULAR DUCT
CONICAL SPIN-IN
ROUND DUCT RUNOUT TO
SINGLE DIFFUSER OR
GRILLE ONLYOK ONLY
UNDER
1,500 FPM
PROVIDE TAPERED RECTANGULAR TO ROUND SIDE TAKEOFF FITTINGS WHERE DUCT DIMENSIONPROVIDE TAPERED RECTANGULAR TO ROUND SIDE TAKEOFF FITTINGS WHERE DUCT DIMENSION
DOES NOT PERMIT CONICAL FITTING.
NOTE:
AND MASTIC
(TYPICAL)
WITH GLASS FAB
SEAL AIRTIGHT
DOES NOT PERMIT CONICAL FITTING.
NOTE:
ALL JOINTS)
MASTIC (TYPICAL
GLASS FAB AND
SEAL AIRTIGHT
DUCT
PROVIDE CABLE
OPERATOR
OF DIFFUSER OR
VOLUME DAMPER
WITHIN 4'-0"
MAXIMUM ALLOWABLE
LENGTH OF FLEX. DUCT
INSULATION
PLASTER FRAME
5'-0"
MAXIMUM ALLOWABLE
LENGTH OF FLEX. DUCT
DIFFUSER
LAY-IN CEILING DIFFUSER DETAIL
NOT TO SCALE
CEILING
W/ VOLUME DAMPER
AND HANGER
T-BAR FRAME
DUCT FLEX DUCT
SPIN-IN FITTING
STRAP
SUPPORT
SEAL AIRTIGHT
INSULATION
5'-0"
HANGER (TYP.)
CEILING
HARD CEILING DIFFUSER DETAIL
NOT TO SCALE
HARD
DIFFUSER
SPIN-IN FITTING
DUCT
SHEETMETAL
FLEX DUCT
STRAP
SUPPORT
HANGER (TYP.)
INSULATED FLEX DUCT
MAIN BRANCH
SPIN-IN COLLAR FITTING DETAIL
NOT TO SCALE
CLASS 1
VOLUME DAMPER
PROVIDE CONICAL FITTING
SPIN-IN FITTING WITH
SEAL AIRTIGHT WITH GLASS FAB AND MASTIC
DRAWBAND CLAMP
BRANCH DUCTWORK DETAIL
SUPPLY/RETURN AND EXHAUST
NOT TO SCALE
AIR FLOW(RETURN/EXHAUST)
AIR FLOW(SUPPLY)
DUCT
TRUNK
ANGULAR
TAP COLLAR
BEARING
PIVOT DAMPER
(VD)(SUPP.)(RET./EXH.)LOCKING LEVER
QUADRANT
BRANCH DUCT
TYPICAL LINEAR DIFFUSER CONNECTION DETAIL
DRAW BAND & SCREW
NOT TO SCALE
INTERNALLY SOUND
12" MAX. BONNET
BONNET SAME
CEILING
FL. PLAN)
HEIGHT (SEE
LINED DIFFUSER
LENGTH AS DIF.
FLEXIBLE DUCT SUPPLY LOW-
PRESSURE SEE FLOOR PLAN FOR
SIZE. MAXIMUM LENGTH = 8'-0"
OVAL COLLAR OR ROUND
WIDTH AS REQD. TO
ACCOMMODATE SLOTS
MIN. OF 6"
VOLUME DAMPER
TRANSFER AIR GRILLE DETAIL
NOT TO SCALE
FIBERGLASS SUPER DUCT
W/ ANTI MICROBIAL GROWTH COATING
MANVILLE SUPER DUCT
TRANSFER AIR GRILLE
SIZE PER PLANS
12" MIN.
CEILINGCEILING
TYPICAL EXPOSED SUPPLY
AIR DUCT DETAIL
BRIGHT YELLOW)
OF THE INSULATION AND PAINT
(EXPOSED DAMPER HANDLE OUTSIDE
VOLUME DAMPER SEE DETAIL
INTERIOR SUPPLY AIR DUCT
NOT TO SCALE
SOLID (ROUND)
C
AIR TIGHT FITTING
SUPPLY REGISTER
15°
1" INSULATION
NOTE: SUPPLY REGISTER TAKE-OFFS
MAY BE ON BOTH SIDES OF
MAIN DUCT.
RECTANGULAR DUCT
TAKE-OFF (TYP.)
12" MIN.
EXTERIOR DUCT (SPIRAL ROUND)
PAINT DUCT WITH COLOR AS
DIRECTED BY ARCHITECT.
RETURN GRILLE DETAIL
NOT TO SCALE
T-BAR
RETURN
DUCTWORK
CEILING TILEDEVICE (SEE SCHEDULE)
EQUAL TO NECK SIZE
PAINT INTERIOR OF
DUCT BLACK. USE
NON-TOXIC PAINT
RETURN/EXHAUST AIR ACOUSTICAL
SEE PLANS
FOR SIZE
TRANSFER AIR GRILLE DETAIL
NOT TO SCALE
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:27:55 PM1-G-M500PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL DETAILS - 107-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
227
INTEGRAL
BACKDRAFT
CEILING
TYPICAL OF 4.
WIRE SUPPORTS
DAMPER
CEILING CABINET EXHAUST FAN DETAIL
NOT TO SCALE
DUCT SIZE.
SEE PLAN FOR
Air Flow
EXHAUST FAN
CEILING CABINET
EXTERNAL WALL ABOVE
OR BELOW GRADE DETAIL
NTS
LEAD CAULK
SPECIFICATION
COVERING SEE
PROTECTIVE
EXTERNAL PIPE
PIPE
REQUIRED
INSULATION IF
AROUND
WITH PADDLE FLANGE
GAL. PIPE SLEEVE
ESCUTCHEON NOT
REQUIRED IN
CONCEALED
WALL PENETRATION DETAIL
NTS
SPACES
18 GA. SLEEVE
STD ESCUTCHEON
IN FINISHED OR
EXPOSED AREAS
UNINSULATED PIPE
INSULATED OR
BUILDING CHILLED WATER PIPE ENTRY DETAIL
NOT TO SCALE
EXTERIOR
WALL SLEEVE
CONTINUOUS THRU
INSULATION
FACE FLANGES
125 PSI FLAT
GRADE
FOAM GLASS
W/ CLEAR SILICONE
CAULK ANNULAR SPACE
THRU WALL SLEEVE
INSULATION CONTINUOUS
SCH. 40 BLK STEEL
PIPE SLEEVE
MIN.
6"12"
MIN.
6"
INTERIOR
EXTERIOR WALL
CHILLED WATER PIPING
SCH. 40 BLK STEEL
FLOOR
REFER TO FLOOR
PENETRATION DETAIL
PIPE HANGER DETAIL
NOT TO SCALE
CONTINUOUS
THREADED ROD
PIPE INSULATION
U-BOLT CLAMP
PIPE SADDLE
ANGLE IRON
SUPPORT
WASHER (TYP)
LOCK-NUT (TYP)
ATTACH TO STRUCTURE
PIPE
0.075"
0.075"
12"1/4" TO 3 1/2"
THICKNESS
SHIELD
LENGTH
SHIELD
DIAMETER
PIPE
4"12"
0.060"
5" AND 6"18"
8" TO 14"24"
0.075"
INSULATED PIPE HANGER DETAIL
NOT TO SCALE
HANGER ROD. PROVIDE
(MIN. 16 GAUGE X 12" LONG)
GALVANIZED PIPE SHIELD
DOUBLE NUT AND WASHERS
TO UPPER ATTACHMENT
ANCHORED INTO ROOF
STRUCTURE
SHIELDSHIELD
LENGTH
0.075"
0.075"
0.075"
12"
18"
24"
12"0.060"
DIAMETER
PIPE
4"
5" AND 6"
8" TO 14"
1/4" TO 3 1/2"
JACKET
PIPE
NOTES:
B3100 OR EQUAL
HANGER B-LINE MODEL
FOAMGLASS PIPE
INSULATION WITH
STANDARD CLEVIS
BE GALVANIZED.
1. ALL BRACKETS, BOLTS, WASHERS, NUTS, RODS, AND ANCHORS SHALL
2. PROVIDE DIELECTRIC SEPARATION OR HANGER OF SAME METAL
TYPE FOR EXPOSED (UN-INSULATED) PIPING OF DISSIMILAR METALS.
THICKNESS
PIPE SUPPORTS DETAIL
SUPPORT NUT
CENTER-BEAM
FOAM GLASS INSULATION
14 GA. GALVANIZED
SHEET METAL SHIELD
FOR STEAM & CONDENSATE RETURN
STEEL PIPE
STEEL BEAM
ALL THREADED RODS,
LOCKING NUT
STANDARD CLEVIS
HANGER
HOT DIPPED GALVANIZED
ALL HARDWARE SHALL BE
NOTES:
1.
ANGLE IRON BEAM CLAMP
BOLT & NUT
SUPPLEMENTAL ANGLE IRON
THREADED ROD
2.
FOR INSULATED PIPES
PROVIDE PROTECTION SHIELD
3.
4.
13-4 ASPE CHAPTER 13
SIZE RODS AS PER TABLE
SELECT SUPPORTS AND HANGERS TO
COMPLY WITH ASPE CHAPTER 13
STEEL BEAM OR JOIST
TOP BEAM
C-CLAMP
C-CLAMP
THREADED ROD
STEEL BEAM OR JOIST
ALL THREADED ROD
ADJUSTABLE SWIVEL RING
THREADED ROD
NOT TO SCALE
EQUIPMENT PAD DETAIL
NOT TO SCALE
6"
SEE NOTE
CURB HEIGHT = 5-1/4" (MIN)#4 @ 12" OCMIN
ADHESIVE ANCHORS
ROUGHEN TO 1/4"
AMPLITUDE & APPLY
BONDING AGENT
NOTE: PAD SHALL BE 6" LONGER IN ALL
DIMENSIONS THAN THE AHU
EXISTING
PAVEMENT
CHAMFER EDGES
CHILLED WATER AIR HANDLER CONDENSATE DRAIN DETAIL
NOT TO SCALE
4
TOTAL UNIT STATIC +
1.5 x PIPE DIAMETER
FLOOR
51
3
2
COORDINATE HEIGHT OF CONCRETE BASE TO PROVIDE MINIMUM TRAP
CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION,
CONCRETE BASE SHALL BE DOWELED TO FLOOR AND CONTAIN
PROVIDE NEOPRENE PAD BETWEEN UNIT AND CONCRETE BASE.
WWF 6X6-10/10 REINFORCING. CONCRETE BASE WILL BE PROVIDED FOR
DIMENSIONS INDICATED.
4
3
2
1
CONC. BASE
6" TALL MIN.
AHU
UNION
CONDENSATE
DRAIN
DRAIN 1" AFF.
CONDENSATE
SLOPE TO
CLEAN-OUT PLUGS
AIR GAP
1" MIN.
5 ALL CONDENSATE SHALL BE COPPER.
AIR HANDLERS LOCATED ON FIRST FLOOR ONLY.
+ 1"
6 PROVIDE INSULATION AS REQUIRED BY SPECIFICATIONS
6
FAN SUSPENSION DETAIL
SECURE TO STRUCTURE ONE AT
ISOLATOR - 95% E.F.F
SPRING VIBRATION ISOLATOR
EACH CORNER. 1/4" ROD MIN. OR
NOT TO SCALE
SECURE TO UNIT
FAN
LOCKING NUT
AS REQUIRED FOR WEIGHT OF FAN
INLINE FAN DETAIL
NOT TO SCALE
FLEXIBLE DUCT
CONNECTOR
DUCT
FLEXIBLE DUCT
CONNECTOR
(TYPICAL BOTH SIDES)
(TYPICAL BOTH SIDES)
(4) HANGING BRACKETS
(4) VIBRATION ISOLATION
FOR SUPPORT
TO ROOF STRUCTURE, PROVIDE
ALL NECESSARY STEEL CHANNELS
(TYP.)
LOCKING NUT
THREADED RODS
(4) 5/8" STEEL
& WASHER
LOCKING NUT
(TYP.)
5/8" STEEL
THREADED RODS
(TYP.)
WELD
6" STEEL/CHANNEL
STEEL/JOIST
(TYP.)
STEEL BEAM
CENTER-BEAM
ALL THREAD ROD
CONCRETE INSERT
W/ ELONGATED SLOT
HEAVY DUTY STEELCONCRETE
INSERT NUT
DUCT
BELT OR DIRECT
DRIVE
FLOOR PENETRATION
WET LOCATION DETAIL
WITH PADDLE FLANGE
GAL PIPE SLEEVE
UNINSULATED PIPE
INSULATED OR
CUP 20 GA.
SPLIT RING
STRAP 20 GA.
FLOOR PENETRATION
DRY LOCATION DETAIL
INSULATED OR
UNINSULATED PIPE
IF EXPOSED TO
VIEW BELOW
ESCUTCHEON
NTS
PROVIDE
FLOOR
GAL PIPE SLEEVE
STD. FLOOR
ESCUTCHEON
AHU WATER COIL PIPING ISOMETRIC
1 UNION ON PIPING 2-1_
2" OR SMALLER, FLANGE ON PIPING 3" OR LARGER -
TYPICAL.
POSITION UNIONS (OR FLANGES) TO ALLOW FOR AHU AND COIL REMOVAL.2
NOT TO SCALE
2
SUPPLY
RETURN
1
SECTION
SINGLE COIL
AIRFLOW
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:28:00 PM1-G-M501PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL DETAILS - 207-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
228
AIR HANDLER UNIT DETAIL
NOT TO SCALE
(TYPICAL)
WHEN EVAPORATOR FAN IS STOPPED.
NOTE: INTERLOCK MOD IN OUTSIDE AIR DUCT TO CLOSE
MOTOR OPERATED DAMPER (MOD)
DAMPER OPERATOR TRANSFORMER & RELAY
O. A. DUCT
AIR UNIT
RETURNSUPPLY
ACCORDANCE WITH MFR'S. INSTRUCTIONS
DROP-IN ANCHOR, INSTALL IN 3"
FLOOR
OF 2 EA 3/8" BOLTS
OR BOLT TO EQUIPMENT W/MIN.
2"x2"x1/4" ANGLE CLIP, WELD
W-PAD AND STEEL PLATE
NEOPRENE DUCT WASHER
1/2" HARDENED STEEL BOLT
TO NEAREST FLOOR DRAIN
FLOOR
FLEXIBLE CONNECTION
TO SUPPORT UNIT.
INSIDE PLENUM AS REQUIRED
PROVIDE STRUCTURAL SUPPORT
LINED WITH 1" DUCT LINER.
20 GA. SHEET METAL PLENUM
CONDENSATE LINE - ROUTE
MANUAL BALANCING DAMPER
REQUIRED
OA DUCT, IF
1-LD-AHU-1, 1-LD-AHU-2, 1-FIS-AHU-1
CABINET DIMENSIONS
SIZE EQUAL TO UNIT
WELDED AT SEAMS (TYP)
1 1/2"X1 2/2"X1/8" STEEL ANGLE
3"X3"X1/4" STEEL PLATE
3"X3"X1/4" RIDGE RUBBER OR EQUIVALENT
(TYPICAL UNDER ALL FEET)
(TYPICAL)24"
DRAIN PAN UNDER
AND ON THE OUTSIDE
OF UNIT STAND
PRIME COAT AND PAINT
ALL STEEL AFTER
FABRICATION
STEEL ANGLE UNIT STAND DETAIL
NOT TO SCALE
DX AHU UNIT P-TRAP DETAIL
NOT TO SCALE
PITCH TO CONDENSATE
SCH 40 PVC
DRAIN PAN
6"
2" MIN.
(DO NOT CEMENT)
DRAIN CONNECTION
CLEANOUT PLUG
COLLECTION SYSTEM
3"
DRYWELL DETAIL
NOT TO SCALE
SEE DWG. FOR
4'-0"12"12"
PIPE SIZES
REINFORCED CONCRETE
ONE SECTION 24" DIAM.
1-1/2"-3" COARSE
BREAK THRU SIDES
GRAVEL
PIPE
TRAFFIC RATED LID AS REQUIRED
PROVIDE LIFTING LUG OR RING OR
COVER SET IN BELL END OF PIPE.
REMOVABLE PRECAST CONCRETE
FLOW
REFRIGERANT PIPING CONDUIT DETAIL
2"MIN
SPECIFICATIONS.
EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH DIVISION 15
ALL BACKFILLING SHALL BE FIRMLY TAMPED, PRIOR TO LANDSCAPE WORK.
STRUCTURE - FIRMLY TAMPED.
MINIMUM 6" FINE GRAVEL AROUND PERIMETER 2'-0" TO EITHER SIDE OF
CONDUITS WHICH MUST PASS BELOW STRUCTURAL FOUNDATIONS SHALL HAVE
DIVISIONS PRIOR TO INSTALLATION.
COORDINATE SIZES REQUIRED AND LOCATIONS WITH CONTRACTORS OF OTHER
SLEEVES FOR CONDUITS SHALL BE CAST INTO FOUNDATION WALL. POUR
NOTES:
CONTROL WIRING CONDUIT)
PIPING WITH INSULATION AND
SHALL PERMIT INSTALLATION OF
LOCATION. (SIZE OF CONDUIT
UNDER SLAB. SEE PLAN FOR
SOLVENT WELDED JOINTS) RUN
PVC CONDUIT (SCH 40 WITH
45 DEGREE ELBOW
(TYPICAL BOTH ENDS)
SOFT TUBING
HARD TUBING EXTERIOR INTERIOR
SLEEVE SEAL
45 DEGREE ELBOW
SLAB
3.
2.
1.
ALL EXPOSED PIPING (INTERIOR AND EXTERIOR) SHALL BE WRAPPED
WITH AN ALUMINUM JACKET.
4.
SEAL WITH POLY FOAM
SLAB OR GRADE 2"MIN
CONTROL WIRING
CONDUIT
(TYPICAL BOTH ENDS)
TIGHT CONDUIT TO
FLEXIBLE WATER
CONDENSING UNIT
PIPE CHASE SIZES
SUCTION PIPE SIZE
5/8" TO 1 5/8"
1 7/8" TO 2 5/8"
3 1/8" TO 4 1/8"
6"
8"
4"
PVC REFRIGERANT
PIPE CHASE SIZE
NOT TO SCALE
PROVIDE SEP. CONDUIT
FOR HOT GAS LINES
(TYPICAL BOTH ENDS)
CONTROL CONDUIT
(IN CONDUIT)(TYPICAL BOTH ENDS)
REFRIG. LINES
REFRIGERANT PIPING DETAIL
DIAGRAM DOES NOT INDICATE HOT GAS REFRIGERANT LINES AND CONTROL
VALVE. PROVIDE HOT GAS LINES AND TWO PAIR OF REFRIGERANT LINES
REFRIGERANT PIPING SHALL BE SIZED PER MANUFACTURER OPTIMUM
NOT TO SCALE
INSULATED SUCTION LINE
STOP VALVE (TYPICAL)
SCHRAEDER ACCESS
FITTING (TYPICAL)
FOR SYSTEMS REQUIRING THESE FEATURES.
ALL PIPING CONNECTIONS TO EQUIPMENT AND ACCESSORIES SHALL
BE SWEAT TYPE AND BRAZED OR SOLDERED ACCORDING TO
DELETE ANY VALVES OR MATERIAL THAT IS FURNISHED WITH UNIT.
SPECIFICATIONS.
PERFORMANCE RATING.
5.
4.
3.
2.
CONTRACTOR SHALL SUBMIT A REFRIGERANT PIPING DIAGRAM
APPROVED BY THE CONDENSING UNIT MANUFACTURER. BEFORE
PROCEEDING WITH WORK, SEE SPECIFICATIONS FOR REFRIGERANT
PIPING INSTALLATION REQUIREMENTS.
DRAWINGS FOR CONTINUATION
REFER TO PLUMBING
NOTES:
1.
COOLING
P-TRAP
DRAIN PAN
COIL
STOP VALVES
(DELETE IF FURNISHED
WITH UNIT)
LIQUID LINE
REMOVABLE CORE
FILTER DRYER
REFRIGERANT PIPING
RUN UNDERGROUND
IN PVC CONDUIT
OUTDOOR CONDENSING UNIT.
MIN 3-1/2" THICK CONCRETE PAD. PAD SHALL
6" LARGER IN EACH DIMENSION THAN
CONDENSING UNIT.
MOUNT CONDENSING UNIT ON NEOPRENE
VIBRATION ISOLATION PADS. USE EPOXY
ANCHORS IN PAD AND NEOPRENE
GROMMETS IN FACTORY MOUNTING HOLES
TO SECURE UNIT TO PAD.
WALL SUPPORTED AHU DETAIL
NOT TO SCALE
FLOAT SWITCH
C HS
SAFETY DRAIN
PAN EXTEND 4"
BEYOND AHU
CHR CD
SUPPLY
AIR
(OPEN ABOVE
FLEXIBLE DUCT
CONNECTION (TYP)
CEILING)
RETURN AIR
COIL SECTION
OUTSIDE
AIR DUCT
FILTER
SECTION
1-SA-AHU-3
1-SA-AHU-4
1-SA-AHU-5
ROOF MOUNTED CENTRIFUGAL FAN DETAIL
NOT TO SCALE
ELECTRIC DISCONNECT
HOUSING
BIRDSCREEN
RUBBER PAD
INSULATION
12" ROOF CURB,
SEE DETAIL
ROOF LINE
BACKDRAFT DAMPER
WIRING BY
DIVISION 26
ROOF OPENING
MOTOR TO DISCONNECT
FACTORY WIRED FROM
DUCT
LOUVERED PENTHOUSE AND ROOF CURB DETAIL
NOT TO SCALE
BACKDRAFT DAMPER
REINFORCEMENT
STRUCTURAL
FLASHING SHEET
FIBER CANT
CONT. FLASHING
PRE-FAB CURB
MOTORIZED
DAMPER
UPLIFT (TYP.)
ROOF FOR HURRICANE
BOLT CURB TO
2x6 WOOD NAILER
DUCTWORK
BIRD SCREEN
ALUMINUM LOUVERED
PROVIDE 18 GAGE x 1 1/2" WIDE
GALVANIZED STRAP AT 5" ON
CENTER ALL AROUND UNIT AND
ANCHOR TO UNIT BASE RAIL AND
CURB NAILER WITH #10 TEK
SCREW HWH #2, SELF-TAPPING
(TYPICAL)
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:28:08 PM1-G-M502PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL DETAILS - 307-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
229
TRAPEZE HANGER FOR INSULATED PIPE
NOT TO SCALE
1
2
5
2. PIPE GUIDE
3. HANGER RODS - SECURE TO STRUCTURAL MEMBERS
3
4
1. TRAPEZE HANGER FOR INSULATED PIPE
4. 3-1/4"x1-5/8" C-CHANNEL, 12 GA. EQUAL TO B-LINE #B11
5. CARRIER PIPE - IF INSULATED FOR HOT SERVICE, PROVIDE INSULATION
SADDLE - IF INSULATED FOR COLD, PROVIDE SADDLE UNDER
INSULATION (SHOWN)
NOTE:
TRAPEZE HANGER SHALL SUPPORT CHILLED WATER, REFRIGERANT AND
DOMESTIC WATER PIPING. (TYP EVERY 8'-0")
VAV BOX INSTALLATION DETAIL
NOT TO SCALE
AIR FLOWAIR FLOW
(TYPICAL)
FLEXIBLE CONNECTION
HANGER BRACKET
PROVIDE VIBRATION
ISOLATION
(TYPICAL)
NOTES:
1.
2.
3.
MANUFACTURER OF TERMINAL UNIT SHALL PROVIDE CONTROLS ON
LEFT OR RIGHT SIDE AS REQUIRED BY FIELD CONDITIONS.
ARRANGE ACCESS TO PERMIT EASY FIELD BALANCE AND MAIN-
TENANCE OF TERMINAL UNIT.
COORDINATE LOCATION OF VAV BOXES WITH LIGHTING FIXTURES
TO ASSURE PROPER ACCESS.
STRAIGHT DUCT LENGTH
MINIMUM (x3) DUCT SIZE. DUCT SIZE
TRANSITION TO MATCH
INLET SIZE OF VAV BOX
FASTEN AND SEAL
CONNECTION
RECTANGULAR TO
ROUND TRANSITION
SUPPORTING
CHANNEL
VAV
UNIT
SEE TYP TAKE-OFF
DETAIL
WEATHERPROOF PIPING HOOD DETAIL
ROOF CURB
DUCT WORK SLEEVE TO PROVIDE
VENTILATION AIR PER ASHRAE STANDARD 15
FLASHING AS RECOM.
BY MANUFACTURER
(SIZE AS REQ'D)
SHEET-METAL
20 GAUGE
REMOVABLE
ACCESS PANEL
ROOF SLAB
WALL, TYP
REFRIGERANT LINES
FROM FCU
SINGLE SIDED HOOD
DOUBLE SIDED HOOD
NOT TO SCALE
GREASE EXHAUST DUCT WRAP INSTALLATION DETAIL
24"
3"
48"
24"
OR
3"
3"
3"
48"
OR
24"
A1
A2
A3
PYROSCAT FP OR CSM FASTR DUCT WRAP TYPICAL-BOTTOM PIECE
PYROSCAT FP OR CSM FASTR DUCT WRAP TYPICAL- TOP PIECE
STEEL INSULATION PINS AT 3" OVERLAPS (TYPICAL) ALUMINUM
TAPE (NOT SHOWN) USED OVER EXPOSED EDGES OF BLANKET
A1
A2
A3
NOTE:
1. FOR DETAILED INSTRUCTIONS REFER TO " PYROSCAT GUIDE TO INSTALLATION"
2. DUCT WRAP SYSTEM SHALL HAVE 2 HOUR FIRE RATING.
NOT TO SCALE
TRANSFER AIR DUCT DETAIL
NOT TO SCALE
EQUAL TO NECK SIZE
RETURN/EXHAUST AIR
DEVICE (SEE SCHEDULE)
24" MIN.
WALL
- GALV. METAL W/ ACOUSTIC LINER
FABRICATE FROM:
- JOHNS MANVILLE SUPERDUCT.
CEILING
KITCHEN HOOD EXHAUST FAN DETAIL
NOT TO SCALE
LIQUID TIGHT FLEXIBLE
CONDUIT BY DIV 26
GREASE TROUGH
NEMA 3R DISCONNECT
FACTORY WIRED FROM
THRU THE BREATHER TUBE
MOTOR TO DISCONNECT
MIN 40 DISCHARGE HEIGHTROOF ROOF
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:28:13 PM1-G-M503PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL DETAILS - 407-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
230
SPOT COOLING DX AIR HANDLER UNIT DETAIL~~ ~
NOMINAL 24" HIGH FLOOR STAND
WELDED CONSTRUCTION. SIZE TO
WALL TO DRYWELL.
ROUTE CONDENSATE THROUGH
1-1/2"x1-1/2"x1/8" ANGLE
CLEAR R/A DUCT.
1/2" ARMAFLEX.
INSULATE SUCTION LINE W/
PENETRATIONS WATER TIGHT.
ROUTE REFRIGERANT PIPING
THROUGH WALL TO CU. SEAL ALL
(2) SR-2 / 600 CFM
W/O.B.D.
NOMINAL 3" HIGH DRAIN PAN
MAINTAIN 12" CLEARANCE WITH
WITH FLOAT SWITCH. SOLDER
ALL SEAMS WATERTIGHT.
18"x18" RA DUCT
FINISHED FLOOR
VIBRATION PADS
SA GRILLE
W/O.B.D.
26x26 SA
DUCT
CEILING
1/2"x1/2" METAL MESH OVER OPENING
1-SA-AHU-, 1-SA-AHU-3, 1-SA-AHU-4, 1-BH-AHU-1
NOT TO SCALE
SECTIONS
MULTIPLE COIL
AIRFLOW
1
STACKED CHILLED WATER COIL PIPING DETAIL
2
SUPPLY
RETURN
AIRFLOW
NOT TO SCALE
2 POSITION UNIONS (OR FLANGES) TO ALLOW FOR AHU AND COIL REMOVAL.
UNION ON PIPING 2-1_
2" OR SMALLER, FLANGE ON PIPING 3" OR LARGER -
TYPICAL.
1
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:28:18 PM1-G-M504PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL DETAILS - 507-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
231
TELEPHONE
MODEM
TELEPHONE
MODEM
INTERFACE
BAC NET
THIRD
PARTY
CONTROLLERS
DCS
OPERATOR
WORKSTATION
ON-SITE
OPERATOR
WORKSTATION
OFF-SITE
NOT TO SCALE
CONTROL SYSTEM ARCHITECTURE
CONTROLS
S/S
SPD
STS
H L H L
C
C
COM NOCHW RTNCHW SUPH L
STG 1
STG 2
STG 3
STG 4
H L
AIR HANDLER 1-SA-AHU-1 SEQUENCE OF OPERATIONS AND POINT DIAGRAM
TYPICAL OF TWO
AI
MA TEMP
AI
CC LA TEMP
SF VFD
BO
AO
BI
BI
HIGH STATIC
AI
SA PRESS
AI
SA TEMP
AI
RA TEMP
AI
RA CO2
CHW VAL
AO
OA
AI
RA HUMID
OAD
AO
OA ACTUATOROA FLOW
AI
BI
FILTER STATUS
AI
PRE-HEAT TEMP
BO
BO
BO
FS
FS
AIR HANDLER CASING
BI
HIGH STATIC
RAD
AO
RA ACTUATOR
BO
INTERFACE MODULE
DIGITAL OUTPUT FROM DDC CONTROLLER
DIGITAL INPUT TO DDC CONTROLLER
START/STOP CONTACT
CURRENT SENSING STATUS SWITCH
DRY CONTACT - NORMALLY OPEN
ANALOG OUTPUT FROM DDC CONTROLLER
ANALOG INPUT TO DDC CONTROLLER
CS
CONTROLS LEGEND
CT CURRENT SENSING TRANSMITTER
A ALARM
COMMUNICATIONS OUTPUT FROM DDC CONTROLLER
COMMUNICATIONS INPUT TO DDC CONTROLLER
(NOT ALL SYMBOLS USED)
L PILOT LIGHT
HORN/STROBE
OPPOSED BLADE DAMPER
PARALLEL BLADE DAMPER
SMOKE DETECTOR
NOT TO SCALE
SA
RA
SEQUENCE OF OPERATION
BUILDING AUTOMATION SYSTEM INTERFACE THE BUILDING AUTOMATION SYSTEM (BAS) WILL SEND THE AIR HANDLING UNIT (AHU) CONTROLLER OCCUPIED AND UNOCCUPIED COMMANDS. IF COMMUNICATION IS LOST WITH THE BAS, THE SYSTEM WILL DEFAULT TO OCCUPIED OPERATION.
OCCUPIED MODE
DURING OCCUPIED PERIODS, THE SUPPLY FAN WILL RUN CONTINUOUSLY AND THE OUTSIDE AIR & RETURN AIR DAMPERS WILL MODULATE TO MAINTAIN OUTSIDE AIRFLOW AT SET POINT. THE SUPPLY FAN SPEED WILL MODULATE TO MAINTAIN DUCT STATIC PRESSURE AT SET POINT. AIRFLOW AND STATIC PRESSURE
SET POINTS WILL BE DETERMINED BY THE TEST & BALANCE CONTRACTOR. THE CHILLED WATER (CHW) CONTROL VALVE WILL MODULATE AS NEEDED TO MAINTAIN SUPPLY AIR TEMPERATURE AT SET POINT. OUTDOOR AIR PRE-HEATERS WILL STAGE AS NEEDED TO MAINTAIN PRE-HEAT TEMPERATURE AT SET POINT.
UNOCCUPIED MODE
UNOCCUPIED OPERATION WILL BE AVAILABLE FOR SERVICE PURPOSES ONLY VIA BAS USER COMMAND. THE SYSTEM WILL BE CONFIGURED FOR 24/7 OCCUPIED OPERATION, OTHERWISE. DURING UNOCCUPIED PERIODS, THE AHU WILL BE DISABLED ENTIRELY.
SUPPLY AIR TEMPERATURE CONTROL
DURING OCCUPIED OPERATION, THE CHW CONTROL VALVE WILL MODULATE AS REQUIRED TO MAINTAIN THE SUPPLY AIR TEMPERATURE AT SET POINT. THE INITIAL SUPPLY AIR TEMPERATURE SET POINT WILL BE 52° F AND WILL BE ADJUSTABLE VIA THE BAS. IF THE SUPPLY AIR TEMPERATURE SENSOR FAILS,
CONTROL WILL TRANSITION TO BEING BASED ON THE COOLING COIL LEAVING AIR TEMPERATURE AND A SUPPLY AIR TEMPERATURE SENSOR FAILURE ALARM WILL BE GENERATED. IF THE COOLING COIL LEAVING AIR TEMPERATURE SENSOR ALSO FAILS, THE CHW CONTROL VALVE WILL MOVE TO THE 50% OPEN
POSITION AND A GENERAL TEMPERATURE CONTROL ALARM WILL BE GENERATED.
OUTDOOR AIR TEMPERATURE CONTROL
DURING OCCUPIED OPERATION, ELECTRIC PRE-HEATERS WILL STAGE AS REQUIRED TO MAINTAIN THE ENTERING OUTDOOR AIR TEMPERATURE AT SET POINT. THE INITIAL PRE-HEAT TEMPERATURE SET POINT WILL BE 55° F AND WILL BE ADJUSTABLE VIA THE BAS. IF EITHER PRE-HEAT TEMPERATURE SENSOR FAILS,
CONTROL OF THE AFFECTED HEATER WILL TRANSITION TO BEING BASED ON THE NUMBER OF ACTIVE HEATING STAGES OF THE UNAFFECTED HEATER, SUCH THAT HEATERS STAGE IN UNISON, AND A CORRESPONDING TEMPERATURE SENSOR FAILURE ALARM WILL BE GENERATED. IF BOTH PRE-HEAT TEMPERATURE
SENSORS FAIL, THE HEATERS WILL REMAIN IN THEIR CURRENT OPERATIONAL STATE AND A GENERAL PRE-HEAT CONTROL FAILURE ALARM WILL BE GENERATED.
HUMIDITY CONTROL
DURING OCCUPIED OPERATION, IF THE RETURN AIR RELATIVE HUMIDITY RISES ABOVE SET POINT, CHW VALVE CONTROL WILL TRANSITION TO BEING BASED ON COOLING COIL LEAVING AIR TEMPERATURE AND THE SET POINT WILL BE DYNAMICALLY RESET DOWNWARD IN 1° F INCREMENTS EVERY FIVE MINUTES UNTIL
RELATIVE HUMIDITY FALLS BELOW SET POINT. RESET WILL BE GOVERNED BY A MINIMUM TEMPERATURE LIMIT OF 48° F. ONCE HUMIDITY HAS REMAINED BELOW SET POINT FOR A PERIOD OF TEN MINUTES, SUPPLY AIR TEMPERATURE SET POINT WILL RETURN TO NORMAL. IF THE CHW CONTROL VALVE REMAINS IN THE
100% OPEN POSITION FOR A PERIOD OF TEN MINUTES AND RELATIVE HUMIDITY IS STILL ABOVE SET POINT, A HIGH HUMIDITY ALARM WILL BE GENERATED.
SUPPLY FAN CONTROL
THE SUPPLY FAN WILL OPERATE CONTINUOUSLY DURING OCCUPIED OPERATION AND WILL BE DISABLED DURING UNOCCUPIED OPERATION. WHEN ENABLED, THE SUPPLY FAN SPEED WILL MODULATE TO MAINTAIN THE SUPPLY DUCT STATIC PRESSURE AT SET POINT. INITIAL STATIC PRESSURE SET POINT WILL BE SET
BY THE TEST & BALANCE CONTRACTOR AND WILL BE ADJUSTABLE VIA THE BAS. THE BAS WILL MONITOR THE OPERATIONAL STATUS OF THE SUPPLY FAN. IF THE SUPPLY FAN FAILS TO START OR FAILS DURING NORMAL OPERATION, A SUPPLY FAN FAILURE ALARM WILL BE GENERATED.
SUPPLY DUCT STATIC PRESSURE OPTIMIZATION
DURING OCCUPIED OPERATION, THE SUPPLY DUCT STATIC PRESSURE SET POINT WILL BE DYNAMICALLY RESET BASED ON ZONE COOLING DEMAND IN ORDER TO MAINTAIN THE CRITICAL ZONE TERMINAL UNIT DAMPER IN A POSITION BETWEEN 85% AND 95% OPEN. MINIMUM AND MAXIMUM STATIC PRESSURE LIMITS,
AS SET BY THE TEST & BALANCE CONTRACTOR, WILL BE ENFORCED AT ALL TIMES.
DEMAND CONTROL VENTILATION DURING OCCUPIED OPERATION
THE OUTSIDE AIR DAMPER WILL MODULATE TO MAINTAIN A DIFFERENTIAL OF NO MORE THAN 400 PPM BETWEEN THE RETURN AIR CO2 CONCENTRATION AND THE GLOBAL OUTDOOR AIR REFERENCE CO2 CONCENTRATION. IF THE OUTSIDE AIR DAMPER REMAINS IN THE 100% OPEN POSITION FOR A PERIOD OF TWENTY
MINUTES AND CO2 DIFFERENTIAL IS STILL ABOVE 400 PPM, A HIGH CO2 CONCENTRATION ALARM WILL BE GENERATED.
COIL FREEZE PROTECTION
IF, AT ANY TIME, THE MIXED AIR TEMPERATURE FALLS BELOW 40° F, THE CHILLED WATER VALVE POSITION WILL BE TEMPORARILY GOVERNED BY A MINIMUM POSITION SETTING OF 50% OPEN POSITION TO PREVENT FREEZING.
SMOKE DETECTOR SHUTDOWN
DUCT-MOUNTED IONIZATION TYPE SMOKE DETECTOR (WIRED BY DIVISION 28, MOUNTED AND FURNISHED BY DIVISION 23), LOCATED IN THE RETURN AIR DUCT, DISABLES SUPPLY FAN. SMOKE DETECTORS REQUIRE MANUAL RESETTING IN ORDER TO RESTART SUPPLY FAN.
FAN(S) CONTROL
THE ASSOCIATED FAN(S) WILL BE INTERLOCKED VIA SOFTWARE WITH THE AHU SUCH THAT IT IS ENABLED WHENEVER THE AHU SUPPLY FAN IS ENABLED. IF THE FAN(S) FAILS TO START OR FAILS DURING NORMAL OPERATION, A SUPPLY, EXHAUST, OR TRANSFER AIR FAN FAILURE ALARM WILL BE GENERATED.
FILTER MAINTENANCE REMINDER
IF THE FILTER MAINTENANCE SWITCH CLOSES AT ANY TIME, A CORRESPONDING FILTER MAINTENANCE ALARM WILL BE GENERATED. AN ACKNOWLEDGEMENT OF THE FILTER MAINTENANCE ALARM, VIA THE BAS, WILL BE REQUIRED.
SYSTEM ALARMS
·SUPPLY FAN FAILURE
·SUPPLY AIR TEMPERATURE SENSOR FAILURE
·GENERAL TEMPERATURE CONTROL FAILURE
·PRE-HEAT TEMPERATURE SENSOR FAILURE
·PRE-HEAT CONTROL FAILURE
·HIGH STATIC SHUT DOWN
·HIGH HUMIDITY
·HIGH CO2 CONCENTRATION
·FREEZE PROTECTION ENABLED
·FILTER MAINTENANCE REQUIRED
FROM FAS
TO FAS
EH
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/7/2017 1:26:21 PM1-G-M600PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL SEQUENCE OF OPERATION - 107-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 22
2
2
2
CONFORMED SET
232
S/S
SPD
STS
C
C
COM NOCHW RTNCHW SUPH L
STG 1
STG 2
STG 3
STG 4
AIR HANDLERS 1-SA-AHU-5, 1-SA-AHU-6, AND 1-SA-AHU-7 SEQUENCE OF OPERATIONS AND POINT DIAGRAM
AI
MA TEMP
AI
CC LA TEMP
SF VFD
BO
AO
BI
AI
SA TEMP
AI
RA TEMP
AI
RA CO2
CHW VAL
AO
OA
AI
RA HUMID
OAD
AO
OA ACTUATOR
BI
FILTER STATUS
BO
BO
BO
AIR HANDLER CASING
RAD
AO
RA ACTUATOR
BO
NOT TO SCALE
SA
RA
SEQUENCE OF OPERATION
BUILDING AUTOMATION SYSTEM INTERFACE
THE BUILDING AUTOMATION SYSTEM (BAS) WILL SEND THE AIR HANDLING UNIT (AHU) CONTROLLER OCCUPIED AND UNOCCUPIED COMMANDS. IF COMMUNICATION IS LOST WITH THE BAS, THE SYSTEM WILL DEFAULT TO OCCUPIED OPERATION.
OCCUPIED MODE
DURING OCCUPIED PERIODS, THE SUPPLY FAN WILL RUN CONTINUOUSLY AND THE OUTSIDE AIR DAMPER WILL OPEN TO THE MAXIMUM OUTSIDE DAMPER SETPOINT. THE SUPPLY FAN SPEED WILL RUN AT A CONSTANT SPEED. THE CHILLED WATER (CHW) CONTROL VALVE
WILL MODULATE AS NEEDED TO MAINTAIN SUPPLY AIR TEMPERATURE AT SET POINT.
UNOCCUPIED MODE
UNOCCUPIED OPERATION WILL BE AVAILABLE FOR SERVICE PURPOSES ONLY VIA BAS USER COMMAND. THE SYSTEM WILL BE CONFIGURED FOR 24/7 OCCUPIED OPERATION, OTHERWISE. DURING UNOCCUPIED PERIODS, THE AHU WILL BE DISABLED ENTIRELY.
SUPPLY AIR TEMPERATURE CONTROL
COOLING
DURING OCCUPIED OPERATION, THE CHW CONTROL VALVE WILL MODULATE AS REQUIRED TO MAINTAIN THE SUPPLY AIR TEMPERATURE AT SET POINT. THE INITIAL SUPPLY AIR TEMPERATURE SET POINT WILL BE 52° F AND WILL BE ADJUSTABLE VIA THE BAS. IF THE SUPPLY
AIR TEMPERATURE SENSOR FAILS, CONTROL WILL TRANSITION TO BEING BASED ON THE COOLING COIL LEAVING AIR TEMPERATURE AND A SUPPLY AIR TEMPERATURE SENSOR FAILURE ALARM WILL BE GENERATED. IF THE COOLING COIL LEAVING AIR TEMPERATURE
SENSOR ALSO FAILS, THE CHW CONTROL VALVE WILL MOVE TO THE 50% OPEN POSITION AND A GENERAL TEMPERATURE CONTROL ALARM WILL BE GENERATED.
HEATING
DURING OCCUPIED OPERATION THE ELECTRIC RESISTANCE HEATER WILL STAGE ON AS REQUIRED TO MAINTAIN THE SPACE TEMPERATURE AT SET POINT. THE INITIAL SPACE TEMPERATURE SET POINT WILL BE 68° F AND WILL BE ADJUSTABLE VIA THE BAS. IF THE SPACE
TEMPERATURE SENSOR FAILS, CONTROL WILL TRANSITION TO BEING BASED ON THE COOLING COIL LEAVING AIR TEMPERATURE AND A SPACE TEMPERATURE SENSOR FAILURE ALARM WILL BE GENERATED. IF THE COOLING COIL LEAVING AIR TEMPERATURE SENSOR ALSO
FAILS, THE CHW CONTROL VALVE WILL MOVE TO THE 50% OPEN POSITION AND A GENERAL TEMPERATURE CONTROL ALARM WILL BE GENERATED.
OUTDOOR AIR TEMPERATURE CONTROL
DURING OCCUPIED OPERATION, ELECTRIC PRE-HEATERS WILL STAGE AS REQUIRED TO MAINTAIN THE ENTERING OUTDOOR AIR TEMPERATURE AT SET POINT. THE INITIAL PRE-HEAT TEMPERATURE SET POINT WILL BE 55° F AND WILL BE ADJUSTABLE VIA THE BAS. IF EITHER
PRE-HEAT TEMPERATURE SENSOR FAILS, CONTROL OF THE AFFECTED HEATER WILL TRANSITION TO BEING BASED ON THE NUMBER OF ACTIVE HEATING STAGES OF THE UNAFFECTED HEATER, SUCH THAT HEATERS STAGE IN UNISON, AND A CORRESPONDING TEMPERATURE
SENSOR FAILURE ALARM WILL BE GENERATED. IF BOTH PRE-HEAT TEMPERATURE SENSORS FAIL, THE HEATERS WILL REMAIN IN THEIR CURRENT OPERATIONAL STATE AND A GENERAL PRE-HEAT CONTROL FAILURE ALARM WILL BE GENERATED.
HUMIDITY CONTROL
DURING OCCUPIED OPERATION, IF THE RETURN AIR RELATIVE HUMIDITY RISES ABOVE SET POINT, CHW VALVE CONTROL WILL TRANSITION TO BEING BASED ON COOLING COIL LEAVING AIR TEMPERATURE AND THE SET POINT WILL BE DYNAMICALLY RESET DOWNWARD IN 1° F
INCREMENTS EVERY FIVE MINUTES UNTIL RELATIVE HUMIDITY FALLS BELOW SET POINT. RESET WILL BE GOVERNED BY A MINIMUM TEMPERATURE LIMIT OF 48° F. ONCE HUMIDITY HAS REMAINED BELOW SET POINT FOR A PERIOD OF TEN MINUTES, SUPPLY AIR TEMPERATURE
SET POINT WILL RETURN TO NORMAL. IF THE CHW CONTROL VALVE REMAINS IN THE 100% OPEN POSITION FOR A PERIOD OF TEN MINUTES AND RELATIVE HUMIDITY IS STILL ABOVE SET POINT, A HIGH HUMIDITY ALARM WILL BE GENERATED.
SUPPLY FAN CONTROL
THE SUPPLY FAN WILL OPERATE CONTINUOUSLY DURING OCCUPIED OPERATION AND WILL BE DISABLED DURING UNOCCUPIED OPERATION. WHEN ENABLED, THE SUPPLY FAN SPEED WILL MODULATE TO MAINTAIN THE SUPPLY CFM AT SET POINT. INITIAL STATIC PRESSURE
SET POINT WILL BE SET BY THE TEST & BALANCE CONTRACTOR AND WILL BE ADJUSTABLE VIA THE BAS. THE BAS WILL MONITOR THE OPERATIONAL STATUS OF THE SUPPLY FAN. IF THE SUPPLY FAN FAILS TO START OR FAILS DURING NORMAL OPERATION, A SUPPLY FAN
FAILURE ALARM WILL BE GENERATED.
DEMAND CONTROL VENTILATION
DURING OCCUPIED OPERATION, THE OUTSIDE AIR DAMPER WILL MODULATE TO MAINTAIN A DIFFERENTIAL OF NO MORE THAN 400 PPM BETWEEN THE RETURN AIR CO2 CONCENTRATION AND THE GLOBAL OUTDOOR AIR REFERENCE CO2 CONCENTRATION. IF THE OUTSIDE AIR
DAMPER REMAINS IN THE 100% OPEN POSITION FOR A PERIOD OF TWENTY MINUTES AND CO2 DIFFERENTIAL IS STILL ABOVE 400 PPM, A HIGH CO2 CONCENTRATION ALARM WILL BE GENERATED.
COIL FREEZE PROTECTION
IF, AT ANY TIME, THE MIXED AIR TEMPERATURE FALLS BELOW 40° F, THE CHILLED WATER VALVE POSITION WILL BE TEMPORARILY GOVERNED BY A MINIMUM POSITION SETTING OF 50% OPEN POSITION TO PREVENT FREEZING.
SMOKE DETECTOR SHUTDOWN
DUCT-MOUNTED IONIZATION TYPE SMOKE DETECTOR (WIRED BY DIVISION 28, MOUNTED AND FURNISHED BY DIVISION 23), LOCATED IN THE RETURN AIR DUCT, DISABLES SUPPLY FAN. SMOKE DETECTORS REQUIRE MANUAL RESETTING IN ORDER TO RESTART SUPPLY FAN.
FAN(S) CONTROL
THE ASSOCIATED FAN(S) WILL BE INTERLOCKED VIA SOFTWARE WITH THE AHU SUCH THAT IT IS ENABLED WHENEVER THE AHU SUPPLY FAN IS ENABLED. IF THE FAN(S) FAILS TO START OR FAILS DURING NORMAL OPERATION, A SUPPLY, EXHAUST, OR TRANSFER AIR FAN
FAILURE ALARM WILL BE GENERATED.
FILTER MAINTENANCE REMINDER
IF THE FILTER MAINTENANCE SWITCH CLOSES AT ANY TIME, A CORRESPONDING FILTER MAINTENANCE ALARM WILL BE GENERATED. AN ACKNOWLEDGEMENT OF THE FILTER MAINTENANCE ALARM, VIA THE BAS, WILL BE REQUIRED.
SYSTEM ALARMS
·SUPPLY FAN FAILURE
·SUPPLY AIR TEMPERATURE SENSOR FAILURE
·GENERAL TEMPERATURE CONTROL FAILURE
·PRE-HEAT TEMPERATURE SENSOR FAILURE
·PRE-HEAT CONTROL FAILURE
·HIGH STATIC SHUT DOWN
·HIGH HUMIDITY
·HIGH CO2 CONCENTRATION
·FREEZE PROTECTION ENABLED
·FILTER MAINTENANCE REQUIRED
FROM FAS
TO FAS
EH
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/7/2017 2:03:05 PM1-G-M601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL SEQUENCE OF OPERATION - 207-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 22
2
2
2
2
CONFORMED SET
233
*
*
*
* *
**
*
**
CONTROL DIAGRAM - VAV BOX
DIGITAL CONTROLLER
AOAI AI
CONTROL DIAGRAM - EXHAUST FANS
DIGITAL CONTROLLER
CONTROL DIAGRAM - DX SPLIT A/C UNITS
DIGITAL CONTROLLER
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CONTROL DIAGRAM - VAV BOX
DIGITAL CONTROLLER
AOAI DO AI
CONTROL DIAGRAM - DX SPLIT A/C UNITS
DIGITAL CONTROLLER
NOT TO SCALE
DIGITAL CONTROLLER
CONTROL DIAGRAM - UNIT HEATER
NOT TO SCALE
AO
A. FAN START-STOP: EXHAUST FAN IS STARTED AND STOPPED
THROUGH EMCS. EF IS OPERATOR PROGRAMMABLE TO RUN ON
TOD SCHEDULE, 365 INDIVIDUAL DAYS. EF CAN BE ENERGIZED OR
DE-ENERGIZED FROM OPERATOR TERMINAL.
B. MAINTENANCE: WHEN THE EXHAUST FAN IS OFF FOR
MAINTENANCE, RESPECTIVE CONTROL DEVICES ARE POSITIONED
AS FOLLOWS:
1. EF IS DISABLED.
BI-DIRECTIONAL FLOATING CONTROL OR ANALOG CONTROL
PRIMARY
AIR
VAV BOX WITH
NO HEAT
MDP
T
CURRENT
SWITCH
C
H A
STARTER
STARTER
O
DO DI
CURRENT
SWITCH
C
STARTER
DI
T
SLK
FAN STATUSMOUNTED
OUTSIDE DOOR
DO
I. T. ROOM UNITS - INTERLOCK WITH LIGHTING OCCUPANCY SENSOR.
OCCUPIED MODE:
WHEN THERMOSTAT CALLS FOR COOLING MODE, AHU UNIT INTERNAL
CONTROLS SHALL BE ENABLED. AHU SHALL DETERMINE COOLING NEED VIA
THERMOSTAT. DEADBAND SHALL BE ADJUSTABLE.
ON CALL FOR COOLING, AHU COMPRESSOR SHALL CYCLE STAGE ON TO
MAINTAIN THERMOSTAT SETPOINT (ADJUSTABLE). UPON SATISFACTION OF
THERMOSTAT SETPOINT, COMPRESSOR SHALL CYCLE OFF.
AHU FAN SHALL RUN CONTINUOUSLY DURING THE OCCUPIED TIME.
UNOCCUPIED MODE:
WHEN THERMOSTAT CALLS FOR UNOCCUPIED MODE, AHU SHALL DETERMINE
COOLING NEEDED VIA THERMOSTAT. DEADBAND SHALL BE ADJUSTABLE.
ON CALL FOR COOLING, AHU FAN AND COMPRESSOR SHALL CYCLE STAGES ON
TO MAINTAIN THERMOSTAT SETPOINT (ADJUSTABLE). UPON SATISFACTION OF
THERMOSTAT SETPOINT, AHU FAN AND COMPRESSOR SHALL CYCLE OFF.
INTERLOCK
PROVIDE INTERLOCK WITH LIGHTING OCCUPANCY SENSOR FOR UNOCCUPIED
MODE.
SPACE COOLING UNITS
TEMPERATURE SETPOINT
THE AHU CONTROLLER HAS TWO INTERNAL SPACE TEMPERATURE SETPOINTS
FOR THE MODE OF OPERATION.
THE DEFAULTS ARE AS FOLLOWS:
COOLING SETPOINT
OCCUPIED MODE 74ºF (23°C)
UNOCCUPIED MODE 82°F (27°C)
OCCUPIED MODE:
WHEN THE THERMOSTAT CALLS FOR OCCUPIED MODE, THE AHU FAN SHALL BE
ENABLED, THE MOTORIZED OUTSIDE AIR DAMPER SHALL OPEN TO PRESET
STETTING. THE AHU INTERNAL CONTROLS SHALL DETERMINE COOLING OR
HEATING NEEDED VIA AUTOMATIC CHANGEOVER THERMOSTAT. DEADBAND
SHALL BE ADJUSTABLE.
ON CALL FOR COOLING, AHU COMPRESSOR SHALL CYCLE ON TO MAINTAIN
THERMOSTAT SETPOINT (ADJUSTABLE). UPON SATISFACTION OF THERMOSTAT
SETPOINT, COMPRESSOR SHALL CYCLE OFF. AHU FAN SHALL RUN
CONTINUOUSLY DURING THE OCCUPIED TIME.
ON CALL FOR HEATING, AHU COMPRESSOR SHALL BE DISABLED. ELECTRIC
HEATING STAGES SHALL BE STAGED TO MAINTAIN THERMOSTAT SETPOINT
(ADJUSTABLE). UPON SATISFACTION OF THERMOSTAT SETPOINT, HEAT SHALL
DISABLE. AHU FAN SHALL RUN CONTINUOUSLY DURING THE OCCUPIED TIME.
UNOCCUPIED MODE:
WHEN THERMOSTAT CALLS FOR UNOCCUPIED MODE, MOTORIZED OUTSIDE AIR
DAMPER SHALL CLOSE FULLY. AHU SHALL DETERMINE COOLING OR HEATING
NEEDED VIA AUTOMATIC CHANGEOVER THERMOSTAT. DEADBAND SHALL BE
ADJUSTABLE.
ON CALL FOR COOLING, AHU HEATER(S) SHALL BE DISABLED. AHU FAN AND
COMPRESSOR SHALL CYCLE STAGES ON TO MAINTAIN THERMOSTAT SETPOINT
(ADJUSTABLE). UPON SATISFACTION OF THERMOSTAT SETPOINT, AHU FAN AND
COMPRESSOR SHALL CYCLE OFF.
ON CALL FOR HEATING, AHU COMPRESSOR SHALL BE DISABLED. AHU FAN
SHALL VARY AND HOT WATER HEATING VALVE SHALL MODULATE TO MAINTAIN
THERMOSTAT SETPOINT (ADJUSTABLE). UPON SATISFACTION OF THERMOSTAT
SETPOINT, AHU FAN VALVE SHALL CYCLE OFF.
INTERLOCK
PROVIDE INTERLOCK WITH LIGHTING OCCUPANCY SENSOR FOR UNOCCUPIED
MODE.
OCCUPIED-UNOCCUPIED SCHEDULE
THE VAV BOX'S OCCUPIED-UNOCCUPIED MODE OF OPERATION IS SET BY A
PREDEFINED TIME SCHEDULE.
TEMPERATURE SETPOINT
THE VAV BOX CONTROLLER HAS FOUR INTERNAL SPACE TEMPERATURE
SETPOINTS FOR TWO MODES OF OPERATION.
THE DEFAULTS ARE AS FOLLOWS:
COOLING SETPOINT HEATING SETPOINT
OCCUPIED MODE 74ºF (23°C) 70ºF (21°C)
UNOCCUPIED MODE 82°F (27°C) 62°F (17°C)
MODE OF OPERATION
OCCUPIED COOLING MODE
WHEN THE SPACE TEMPERATURE IS ABOVE THE COOLING OCCUPIED SETPOINT,
THE CONTROL IS SET TO THE COOLING MODE. THE VAV BOX DAMPER
MODULATES TO MAINTAIN THE CALCULATED VAV BOX COOLING AIRFLOW
SETPOINT. THE COOLING AIRFLOW SETPOINT IS RESET BETWEEN THE MINIMUM
AND MAXIMUM SETPOINTS TO MAINTAIN THE SPACE TEMPERATURE. THE
HEATING VALVE REMAINS CLOSED.
OCCUPIED HEATING MODE
WHEN THE SPACE TEMPERATURE IS BELOW THE HEATING OCCUPIED SETPOINT,
THE CONTROL IS SET TO THE HEATING MODE. THE VAV BOX DAMPER IS AT ITS
MINIMUM SETTING. AFTER A 5-MINUTE (ADJUSTABLE) TIME DELAY AND THE
TEMPERATURE CONTINUES FALL THE FIRST STAGE OF HEATING IS ENERGIZED.
STAGES ARE CONTINUED TO BE STAGED, AT 5-MINUTE INTERVALS
(ADJUSTABLE) AS REQUIRED TO MEET SPACE TEMPERATURE SETTING.
REVERSE SEQUENCE FOR DE-ENERGIZING HEATING STAGES.
INTERLOCK
PROVIDE INTERLOCK WITH LIGHTING OCCUPANCY SENSOR FOR UNOCCUPIED
MODE.
OCCUPIED-UNOCCUPIED SCHEDULE
THE VAV BOX'S OCCUPIED-UNOCCUPIED MODE OF OPERATION IS SET BY A
PREDEFINED TIME SCHEDULE.
TEMPERATURE SETPOINT
THE VAV BOX CONTROLLER HAS TWO INTERNAL SPACE TEMPERATURE
SETPOINTS FOR THE MODE OF OPERATION.
THE DEFAULTS ARE AS FOLLOWS:
COOLING SETPOINT
OCCUPIED MODE 74ºF (23°C)
UNOCCUPIED MODE 82°F (27°C)
MODE OF OPERATION
OCCUPIED COOLING MODE
WHEN THE SPACE TEMPERATURE IS ABOVE THE COOLING OCCUPIED SETPOINT,
THE CONTROL IS SET TO THE COOLING MODE. THE VAV BOX DAMPER
MODULATES TO MAINTAIN THE CALCULATED VAV BOX COOLING AIRFLOW
SETPOINT. THE COOLING AIRFLOW SETPOINT IS RESET BETWEEN THE MINIMUM
AND MAXIMUM SETPOINTS TO MAINTAIN THE SPACE TEMPERATURE.
BI-DIRECTIONAL FLOATING CONTROL OR ANALOG CONTROL
ELEC. HEATER WITH AIR FLOW SWITCH AND FUSIBLE LINK SAFETIES.
PRIMARY
AIR
VAV BOX WITH
ELECTRIC HEAT
MDP T
STEPS OF CONTROL
EQUAL TO STAGES
OF CAPACITY
CURRENT
SWITCH
C
STARTER
DI
T
SLK
A. GENERAL: THE UNIT CONSISTS OF A ELECTRIC HEATING COIL, AND SUPPLY
AIR FAN.
B. SYSTEM START-STOP: UNIT IS STARTED AND STOPPED VIA A WALL
MOUNTED LINE VOLTAGE THERMOSTAT (SETPOINT = 45°F).
C. AN ALARM IS SENT TO THE OPERATORS PANEL WHEN THE ROOM
TEMPERATURE DROPS BELOW 40°F.
CURRENT
SWITCH
C
STARTER
WALL MOUNTED
DI
TT
1-LD-AHU-1, 1-LD-AHU-2 1-SA-AHU-3, 1-SA-AHU-4, -1-SA-AHU-5
A
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 2:45:56 PM1-G-M602PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL SEQUENCE OF OPERATION - 307-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
234
NOT TO SCALE1
PARTIAL 1ST FLOOR PLAN - NEW ELEVATOR -
DEMOLITION MECHANICAL
NOT TO SCALE2
PARTIAL 2ND FLOOR PLAN - SCREENING AREA -
DEMOLITION MECHANICAL
NOT TO SCALE3A
PARTIAL 1ST FLOOR PLAN - F.I.S. CUSTOMS -
SECURITY EXIT - DEMOLITION MECHANICAL
NOT TO SCALE3B
PARTIAL 1ST FLOOR PLAN - F.I.S. CUSTOMS -
SECURITY EXIT - DEMOLITION MECHANICAL
ALL MECHANICAL EQUIPMENT INCLUDING
DUCTWORK, PIPING, CONTROL, AND SUPPORTS
WITHIN BOUNDARY TO BE REMOVED.
LOR
LORLOR
LOR
LOR
LOR
LOR
LOR
LOR
LOR
LOR
LOR
LOR
LOR
Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By:ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDA07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDJ:\S12014\Architecture\03_MEP\_Mechanical CADD Imports\1-GD-M100 - DEMOLITION FLOOR PLANS - PHASE 1 - MECHANICALPROJECT ALPHA ONE (TERMINAL EXPANSION)7/13/2017 3:21:44 PM1-GD-M100DEMOLITION FLOOR PLANS - PHASE 1 -MECHANICAL1-1 REMOVE EXISTING WALL MOUNTED EXHAUST FAN AND ASSOCIATED DUCTWORK AS SHOWN. CAP
DUCTWORK AS REQUIRED TO MAKE AIR TIGHT.
1-2 MODIFY EXISTING EXHAUST DUCTWORK AS REQUIRED BY RENOVATION WORK.
1-3 COORDINATE WITH GENERAL TRADES CONTRACTOR FOR REPAIR OF EXISTING OPENING AS REQUIRED
TO MATCH EXISTING CONDITIONS. MAKE AIR AND WATER TIGHT.
1-4 COORDINATE WITH GENERAL TRADES CONTRACTOR TO REMOVE AND REPAIR / REPLACE CEILING AS
REQUIRED BY THIS WORK AND ASSOCIATED RENOVATION WORK.
KEY NOTES:1-NOTES FOR VIEW 1 / 1-GD-M100
2-1 REMOVE EXISTING DUCTWORK AND DIFFUSER AS HATCHED. MODIFY AS EXISTING DUCTWORK AS
REQUIRED BY RENOVATION WORK.
2-2 CAP DUCTWORK AS REQUIRED TO MAKE AIR TIGHT. REPAIR INSULATION AS REQUIRED TO MATCH
EXISTING CONDITIONS.
2-3 REMOVE EXISTING RETURN AIR DUCTWORK AS HATCHED INCLUDING ALL SUPPORTS. MODIFY EXISTING
DUCTWORK REMAIN AS REQUIRED BY RENOVATION WORK.
2-4 REMOVE EXISTING INLINE EXHAUST FAN AND ASSOCIATED DUCTWORK AS HATCHED INCLUDING ALL
SUPPORTS AND GRILLES.
2-5 EXISTING EXHAUST PENTHOUSE LOCATED ON THE ROOF TO BE REMOVED.
2-6 EXISTING ROOF CURB TO REMAIN. MODIFY AS REQUIRED BY RENOVATION WORK.
2-7 REMOVE EXISTING VAV BOX AND ASSOCIATED DUCTWORK AS HATCHED INCLUDING ALL SUPPORTS
AND DIFFUSERS.
2-8 EXISTING PAD MOUNTED PACKAGE DX ROOFTOP UNIT TO BE REMOVED INCLUDING ALL SUPPORTS,
CONDENSATE PIPING, AND EXPOSED DUCTWORK INTO CONDITIONED SPACE.
2-9 COORDINATE REPAIR OF THE EXISTING EXTERIOR WALL WITH THE GENERAL TRADES CONTRACTOR.
2-10 REMOVE EXISTING SA AND RA DUCTWORK AS REQUIRED BY NEW WORK. RECONNECT TO NEW WORK
AS REQUIRED TO MEET EXISTING CONDITIONS.
2-11 PRIOR TO REMOVAL OF UNIT T&B EACH SYSTEM FOR FUTURE REBALANCE OF SYSTEM AFTER UNIT IS
REPLACED.
KEY NOTES:2-NOTES FOR VIEW 2 / 1-GD-M100
3-1 REMOVE EXISTING DIFFUSER AND ASSOCIATED FLEX DUCT BACK TO MAIN INCLUDING SPIN-IN
FITTING. CAP DUCTWORK AS REQUIRED TO MAKE AIR TIGHT. REPAIR INSULATION AS REQUIRED TO
MATCH EXISTING CONDITIONS.
KEY NOTES:3-NOTES FOR VIEW 3 / 1-GD-M100
1-1
3-1
3-1
1-3
1-2
1-4
2-1
2-2
2-1
2-22-1
2-2
2-1
2-2
2-1
2-7
2-2
2-4
2-3
2-5 2-6
2-1
2-3
2-8
2-9
2-10
2-11
2-8
2-9
2-10
2-11
2-8
2-9
2-10
2-11
CONFORMED SET
235
NOT TO SCALE1PARTIAL 1ST FLOOR PLAN - OUTBOUND ELEVATOR -DEMOLITION MECHANICALDrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDA07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDAKDAKDAKDMDMAS NOTEDAS NOTEDJ:\S12014\Architecture\03_MEP\_Mechanical CADD Imports\1-GD-M101 - DEMOLITION FLOOR PLANS - PHASE 1 - MECHANICALPROJECT ALPHA ONE (TERMINAL EXPANSION)8/22/2017 7:42:58 AM1-GD-M101DEMOLITION FLOOR PLANS - PHASE 1 -MECHANICALNOT TO SCALE2PARTIAL 2ND FLOOR PLAN - SCREEN AREA OFFICES -DEMOLITION MECHANICAL1-1REMOVE EXISTING DUCTWORK AND DIFFUSER AS HATCHED. MODIFY AS EXISTING DUCTWORK ASREQUIRED BY RENOVATION WORK.KEY NOTES:1-NOTES FOR VIEW 1 / 1-GD-M1012-1EXISTING ROOFTOP UNIT TO BE REMOVED INCLUDING EQUIPMENT RAIL SUPPORTS, ELECTRICAL, CONTROLS, AND CONDENSATE PIPING. COORDINATE WITH OTHER TRADES FOR REMOVAL.2-2EXISTING DUCTWORK ROUTED ABOVE ROOF TO BE REMOVED INCLUDING SUPPORTS.2-3COORDINATE WITH GENERAL TRADES CONTRACTOR FOR REPAIR OF WALL OPENINGS AS REQUIRED TOMATCH EXISTING CONDITIONS.2-4REMOVE EXISTING DUCTWORK AS SHOWN INSIDE OF BUILDING. TYPICAL FOR ALL.2-5MODIFY EXISTING DUCTWORK TO REMAIN AS REQUIRED BY NEW WORK. TYPICAL FOR ALL.2-6COORDINATE WITH GENERAL TRADES CONTRACTOR FOR REMOVAL AND REPAIR OF WALL CHASE ASFOR REMOVAL OF DUCTWORK. REPAIR AS REQUIRED TO MATCH EXISTING FINISHES.2-7COORDINATE WITH GENERAL TRADES CONTRACTOR FOR REMOVAL AND RE-INSTALLATION OF EXISTING CEILING AS FOR REMOVAL OF DUCTWORK AND INSTALLATION OF NEW WORK.2-8EXISTING WALL MOUNTED CONDENSING UNIT TO REMAIN.2-9COORDINATE REMOVAL OF EXPOSED VAULTED CEILING AS REQUIRED BY DEMOLITION AND NEW WORKWITH GENERAL TRADES CONTRACTOR.KEY NOTES:2-NOTES FOR VIEW 2 / 1-GD-M101LOR1-1LORLORLORLORLORLORLOR2-12-22-32-62-52-42-72-82-12-22-32-42-52-72-12-22-32-42-52-9308-25-2017ADDENDUM 333CONFORMED SET236
REF.GENERATOR1-LD-EF-11-LD-EF-61-LD-EF-21-LD-EF-71-LD-EF-31-LD-EF-41-LD-EF-518"x17"18"x12"22"x12"18"x12"14"x18"18"x14"12"x12"18"x14"1-LD-AHU-24"ø SLEEVESD-1175 CFMRG-1175 CFMRG-10 CFMSD-2195 CFMSD-2195 CFMSD-2250 CFMSD-2250 CFM18"x18"18"x18"24"x14"16"x14"14"x14"12"x12"12"x12"8"x8"8"x8"8"x8"8"x8"RG-680 CFMRG-1300 CFM12"x12"12"x12"RG-1115 CFMRG-1160 CFMRG-1100 CFMRG-1160 CFMRG-1285 CFMRG-1450 CFM24"x14"18"x14"18"x14"1-LD-AHU-14"ø SLEEVESD-650 CFMSD-1100 CFMSD-120 CFMSD-1100 CFMSD-3350 CFMSD-1100 CFMSD-3285 CFMSD-1160 CFMSD-1160 CFMSD-1115 CFMSD-685 CFM1-LD-AHU-3DRY WELLDRY WELLDRY WELLRG-31065 CFMLOADING DOCKLD-1COOLERLD-3RESTROOMLD-2BADGINGLD-5OFFICELD-6HVACLD-4STORAGELD-9RESTROOMLD-7HVACLD-11INTERVIEWLD-10RECEPTIONLD-8OFFICELD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21FIRE RISER ROOMLD-22ITLD-16CORRIDORLD-14RESTROOMLD-13SHOWERLD-12RG-1100 CFMTG-1100 CFMSR-1100 CFM1-LD-CU-11-LD-CU-2TG-10 CFMTG-10 CFM1-LD-L-1450 CFM12"x12"12"x12"6"x6"8"x8"8"x10"36"x16"10"x10"CU FORCOOLER4"ø SLEEVESTORAGELD-17ARMSLD-1510"ø24"x16"1-LD-L-3240 CFM10"ø24"x16"1-LD-L-2150 CFM3T3312313641377965113DDCDDC451083312T111112SD-125 CFMMECHANICAL NOTES1. WALL MOUNTED PACKAGE DX AC UNIT, SECURE TO WALL AS REQUIRED BY EQUIPMENT MANUFACTURER. INSTALL UNIT 40” A.F.F. TO BOTTOM OF THE RETURN GRILLE. REFER TO SCHEDULE FOR CAPACITIES. UNIT SHALL HAVE FACTORY SUPPLY AND RETURN AIR GRILLES. EXTEND DUCTWORK THRU WALL AS REQUIRED. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. REFER TO SEQUENCE OF OPERATION.2. ROUTE COPPER CONDENSATE PIPING, FULL SIZE, FROM UNIT TO DRY WELL. PROVIDE WITH P-TRAP, SUPPORTS AS REQUIRED, AND PVC PIPING BELOW GRADE. REFER TO DETAILS FOR DRYWELL INSTALLATION.3. CEILING MOUNTED EXHAUST FAN. REFER TO SCHEDULE FOR CAPACITIES, CONTROLS AND DETAILS FOR INSTALLATION REQUIREMENTS. 4. AIR HANDLER MOUNTED ON STEEL STAND. REFER TO SPECIFICATIONS AND SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION REQUIREMENTS.5. ROUTE PVC CONDENSATE PIPING, FULL SIZE, FROM AIR HANDLER DOWN THRU FLOOR AND OUT THE EXTERIOR WALL TO THE DRYWELL. PROVIDE WITH P-TRAP, INSULATION, AND SUPPORTS AS REQUIRED. REFER TO DETAILS FOR DRYWELL INSTALLATION.6. ROUTE REFRIG. LINES THRU 4” PVC SLEEVE. SIZE REFRIG. LINES PER EQUIPMENT MANUFACTURER’S RECOMMENDATIONS. INSTALL REFRIG. PIPING AND SLEEVE PER DETAILS.7. CONDENSING UNIT MOUNTED ON 4” THICK CONCRETE SERVICE PAD. REFER TO SCHEDULE FOR CAPACITIES. SERVICE PAD SHALL BE 6” LARGER ALL AROUND THAN UNIT. SECURE UNIT TO PAD AS REQUIRED TO MEET THE MINIMUM WINDLOAD REQUIREMENTS.8. PROVIDE 4” PVC SLEEVE ROUTED AS SHOWN ON PLANS FOR USE BY COOLER INSTALLER, REFRIG PIPING BY COOLER INSTALLER. REFER TO DETAILS FOR INSTALLATION REQUIREMENTS. 9. COOLER CONDENSING UNIT, PROVIDED BY COOLER INSTALLER, MOUNTED ON 4” THICK CONCRETE SERVICE PAD. SERVICE PAD SHALL BE 6” LARGER ALL AROUND THAN UNIT. SECURE UNIT TO PAD AS REQUIRED TO MEET THE MINIMUM WINDLOAD REQUIREMENTS.10. GENERATOR INSTALLED AS SHOWN BY ELECTRICAL CONTRACTOR. COORDINATE MECHANICAL EQUIPMENT IN AREA WITH ELECTRICAL CONTRACTOR.11. LOUVER INSTALLED TIGHT TO UNDERSIDE OF BOND BEAM. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION. SEE ARCHITECTURAL DRAWING FOR WEATHERPROOFING REQUIREMENTS.12. UNDERCUT DOOR A MINIMUM OF 3/4" CLEAR.13. MAINTAIN MINIMUM SERVICE CLEARANCE AS REQUIRED BY NEC AND EQUIPMENT MANUFACTURERS RECOMMENDATIONS. TYPICAL FOR ALL.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
Date:
File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmDM
JD
RST
DM
This item has been electronically signed and sealed by John Baer, AIA on using a digital signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
As indicated
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt
9/7/2017 6:53:35 AM
1-LD-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
FLOOR PLAN - NEW LOADING DOCK - MECHANICAL
07-14-2017
S12014
07-14-2017NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/4" = 1'-0"1FLOOR PLAN - NEW LOADING DOCK - MECHANICALDAK
DAK
DAK
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 44 CONFORMED SET237
B22
BF
BE
D
B
C
AE33
SW28
OFFICE
B1-12
RECEIVING AREA
B1-11
SD-7
100 CFM
1-ELD-VAV-1
TG-1
0 CFM
EXIST VAV-12-8
12"ø
SR-1
330 CFM
SR-1
330 CFM
12"ø
24"x16" EXIST
10"ø EXIST
8"ø EXIST
8"ø EXIST
34"x16" EXIST
6"ø EXIST
EXIST
275
EXIST
275
12"x12"
TG-1
100 CFM
12"ø EXIST
8"ø EXIST
12"ø EXIST
20"x14" EXIST
16"x12" EXIST
8"ø
EXIST
750 CFM
EXIST
750 CFM
ELEVATOR 5
B1-14
REBALANCE TO
1600 CFM
1
3
2
4
7
6
5
1
T
MECHANICAL NOTES
1. EXISTING DUCTWORK TO REMAIN.
2. VAV BOX EXPOSED IN SPACE AND SUPPORTED FROM STRUCTURE ABOVE.
REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION
REQUIREMENTS.
3. MAINTAIN MINIMUM SERVICE CLEARANCE AS REQUIRED BY NEC AND
EQUIPMENT MANUFACTURERS RECOMMENDATIONS. TYPICAL FOR ALL.
4. ROUTE DUCTWORK EXPOSED IN SPACE. REFER TO DETAIL FOR
INSTALLATION REQUIREMENTS.
5. REBALANCE EXISTING VAV BOX AND ASSOCIATED DIFFUSERS AS REQUIRED
BY DRAWINGS.
6. PROVIDE NEW DIFFUSER, FLEX DUCT, AND DUCTWORK AS SHOWN ON
PLANS.
7. PROVIDE TRANSFER AIR DUCTWORK ABOVE NEW OFFICE CEILING AS
SHOWN ON PLANS.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:24:17 PM1-ELD-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - EXISTING LOADING DOCK - 1STFLOOR - MECHANICAL07-14-2017S12014 1/4" = 1'-0"1 FLOOR PLAN - EXISTING LOADING DOCK - 1ST FLOOR - MECHANICAL N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
EXISTING
LOADING
DOCK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
238
BE
D
C
24"x18"
12"x12"
24"x18"
1-NE-L-2
400 CFM
1-NE-EF-1
1-NE-L-1
400 CFM
1-NE-EUH-1
NEW LOADING DOCK ELEVATOR
B1-16
ELEVATOR ROOM
B1-17
EXIST
450
EXIST
200
EXIST
450
20"x12" EXIST20"x12"
10"x8" EXIST
1-NE-L-3
1100 CFM
1-NE-EF-2
20"x12"
6
9
78
5
4
8
1
23
10
T
BE
D
C
SET DAMPER
FOR 300 CFM
10"x8"
NEW LOADING DOCK ELEVATOR
B1-16
EXIST
365
TYP. OF 8
VAV
5-1 REBALANCE FOR
3220 CFM
FS
1314
12
11
MECHANICAL NOTES
1. EXISTING DUCTWORK TO REMAIN. MODIFY AS REQUIRED TO MAKE FINAL
CONNECTION.
2. INLINE EXHAUST FAN SUPPORTED FROM THE STRUCTURE ABOVE AND
INSTALLED ABOVE THE EXISTING CEILING. REFER TO SCHEDULE FOR
CAPACITIES AND DETAIL FOR INSTALLATION REQUIREMENTS.
3. COORDINATE THE EXISTING CEILING REMOVAL AND RE-INSTALLATION WITH
GENERAL TRADES CONTRACTOR AS REQUIRED FOR YOUR WORK.
4. INSTALL LOUVER INSTALLED IN EXISTING METAL BUILDING WALL AND ABOVE
THE EXISTING CEILING. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS
FOR INSTALLATION. SEE ARCHITECTURAL DRAWING FOR
WEATHERPROOFING REQUIREMENTS.
5. INSTALL LOUVER IN BLOCK WALL AT 12” A.F.F. REFER TO SCHEDULE FOR
CAPACITIES AND DETAILS FOR INSTALLATION. SEE ARCHITECTURAL
DRAWING FOR WEATHERPROOFING REQUIREMENTS.
6. INSTALL LOUVER IN BLOCK WALL AT 84” A.F.F. REFER TO SCHEDULE FOR
CAPACITIES AND DETAILS FOR INSTALLATION. SEE ARCHITECTURAL
DRAWING FOR WEATHERPROOFING REQUIREMENTS.
7. INLINE EXHAUST FAN SUPPORTED FROM THE STRUCTURE ABOVE. REFER TO
SCHEDULE FOR CAPACITIES AND DETAIL FOR INSTALLATION
REQUIREMENTS.
8. MAINTAIN MINIMUM SERVICE CLEARANCE AS REQUIRED BY NEC AND
EQUIPMENT MANUFACTURERS RECOMMENDATIONS. TYPICAL FOR ALL.
9. PROVIDE 12” OF DUCTWORK WITH 1/2"x1/2” METAL MESH OVER OPENING.
10. ELECTRIC UNIT HEATER SUPPORTED FROM THE STRUCTURE ABOVE. REFER
TO SCHEDULE FOR CAPACITIES. PROVIDE SUPPORTS AS REQUIRED BY
EQUIPMENT MANUFACTURER.
11. REBALANCE EXISTING VAV BOX AND ASSOCIATED DIFFUSERS AS REQUIRED
BY DRAWINGS.
12. PROVIDE NEW DIFFUSER, FLEX DUCT, AND DUCTWORK AS SHOWN ON
PLANS.
13. ROUTE DUCTWORK ABOVE NEW HARD CEILING AND INTO ELEVATOR.
14. PROVIDE FIRE/SMOKE DAMPER AT ELEVATOR WALL. COORDINATE
INSTALLATION WITH ELECTRICAL AND FIRE ALARM CONTRACTORS.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:32:34 PM1-NEE-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLANS - NEW EXTERIOR ELEVATOR - 1ST &2ND FLOORS - MECHANICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
LOADING
DOCK
ELEVATOR
N
NORTH
1/8" = 1'-0"1 FLOOR PLAN - NEW ELEVATOR - 1ST FLOOR - MECHANICAL
1/8" = 1'-0"2 FLOOR PLAN - NEW ELEVATOR - 2ND FLOOR - MECHANICAL N
NORTH REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
239
B13
BJ
A
BE1
ELEVATOR 4
B1-49
NEW TICKETING AREA
A1-53
CORRIDOR
B1-31
EXISTING ELECTRICAL
B1-39
EXISTING IT
B1-44
STORAGE
B1-47
FS
12"x12"
1/2"x1/2" METAL MESH
OVER OPENING
TG-1
240 CFM
2
1
B13
BJ
A
BE1
BE2
ELEVATOR 4
B1-49
NEW TICKETING AREA
A1-53
CORRIDOR
B2-18
SR-1
240 CFM
EXIST
400 CFM
12"x14" EXIST
10"ø EXIST
10"ø
12"x14"
ø8"
FS
2
3 5
3
MECHANICAL NOTES
1. PROVIDE TRANSFER AIR DUCTWORK AS SHOWN ON PLANS. INSTALL AS HIGH
AS POSSIBLE IN THE ADJACENT SPACE.
2. PROVIDE FIRE/SMOKE DAMPER AT ELEVATOR WALL. COORDINATE
INSTALLATION WITH ELECTRICAL AND FIRE ALARM CONTRACTORS.
3. EXISTING DUCTWORK TO REMAIN. MODIFY AS REQUIRED BY NEW WORK.
MAKE FINAL CONNECTION AS REQUIRED.
4. PROVIDE NEW DIFFUSER, FLEX DUCT, AND DUCTWORK AS SHOWN ON
PLANS.
5. EXTEND EXISTING DUCTWORK AS SHOWN ON PLAN.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:33:10 PM1-NIE-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLANS - NEW INTERIOR ELEVATOR - 1ST &2ND FLOORS - MECHANICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/4" = 1'-0"1 FLOOR PLAN - NEW INTERIOR ELEVATOR - 1ST FLOOR - MECHANICAL
1/4" = 1'-0"2 FLOOR PLAN - NEW INTERIOR ELEVATOR - 2ND FLOOR - MECHANICAL N
NORTH REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDCONFORMED SET
240
B7
BH.1
BH.2
BH.3
B6 B5CB2CB1CB3
CBA
BH.05
1-SA-L-1
7050 CFM
1-SA-EDH-1
1-SA-EDH-2 36"x16"36"x16"
29"x95"
66"x24"
66"x24" UP
66"x24" UP
1-SA-AHU-1
1-SA-AFS-11-SA-AFS-2
120"x54" PLENUM
18"x18" GREASE DUCT
18"x18" UP
EXISTING
GREASE DUCT
HVAC
BC3-07
SCREENING EXPANSION 1ST FLOOR
FP1-01
BAGGAGE CLAIM 3
FP1-03
KITCHEN
BC3-06
26"x12" EXIST
UNINSULATED
1-SA-L-2
0 CFM
24"x24"
4"ø CHWS4"ø CHWR
275 GPM
24"x24" MAKE-UP AIR TO HOOD
EXIST
0 CFM
RELOCATED CU
RELOCATED CUM
EXIST MAKE-UP
AIR UNIT
REFRIG PIPING
275 GPM
2 1/2"ø CHWS
2 1/2"ø CHWR
81 GPM
81 GPM
2 1/2"ø CHWS UP
2 1/2"ø CHWR UP
4"ø CHWR
4"ø CHWS
191 GPM
191 GPM
7
8
11
10 8 11
18 19
13
9 12
17
4
5 9
5
4
9
3
2
1
6
55
7
9
16
15
14
22
9
12
13
SD
BH
BF
B7 B6
BH.05
SW28
4"ø CHWS4"ø CHWR
275 GPM
10"ø CHWS
10"ø CHWR
275 GPM
18 19
19
21
20
18
MECHANICAL NOTES
1. EXISTING GREASE EXHAUST DUCTWORK TO REMAIN. MODIFY AS REQUIRED
BY NEW WORK.
2. PROVIDE NEW DUCT CLEANOUT IN EXITING DUCTWORK. MODIFY DUCTWORK
AS REQUIRED FOR DOOR INSTALLATION.
3. ROUTE NEW GREASE EXHAUST DUCT UP AS SHOWN ON PLANS. DUCTWORK
SHALL BE WELDED / LIQUID TIGHT AND SUPPORTED / CONSTRUCTED AS
REQUIRED BY CODE. INSTALL WITH 2-HOUR FIRE RATED WRAP 24” FROM
START OF CHASE THEN UP IN THE CHASE TO THE EXHAUST FAN INLET.
PROVIDE WITH ACCESS DOORS FOR CLEANOUT AT 20-FOOT INTERVALS OR
CHANGE OF DIRECTION. MAKE FINAL CONNECTION TO EXISTING DUCTWORK
AS REQUIRED. REFER TO DETAILS.
4. EXISTING FREEZER / COOLER CONDENSING UNIT RELOCATED TO LOCATION
SHOWN ON PLANS. MOUNTED ON 4” THICK CONCRETE SERVICE PAD.
SERVICE PAD SHALL BE 6” LARGER ALL AROUND THAN UNIT. SECURE UNIT
TO PAD AS REQUIRED TO MEET THE MINIMUM WINDLOAD REQUIREMENTS.
5. EXTEND EXISTING REFRIG. LINES AS REQUIRED BY NEW CONDENSER
LOCATION. PROVIDE WITH INSULATION AND SUPPORTS AS REQUIRED.
ROUTE PIPING THE SHORTEST DISTANCE BETWEEN CONNECTIONS POINTS.
6. EXISTING MAKEUP AIR FAN AND ASSOCIATED DUCTWORK TO REMAIN.
7. INSTALL NEW DUCTWORK AS SHOWN ON PLANS. MODIFY EXISTING
DUCTWORK AS REQUIRED BY NEW WORK. PROVIDE WITH MOTORIZED
DAMPER. DAMPER (NC) SHALL OPEN WHEN THE EXISTING MAKEUP AIR FAN
IS ENERGIZED.
8. LOUVER INSTALLED ABOVE DOORS AND TIGHT TO UNDERSIDE OF NEW
CEILING. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR
INSTALLATION. SEE ARCHITECTURAL DRAWING FOR WEATHERPROOFING
REQUIREMENTS.
9. MAINTAIN MINIMUM SERVICE CLEARANCE AS REQUIRED BY NEC AND
EQUIPMENT MANUFACTURERS RECOMMENDATIONS. TYPICAL FOR ALL.
10. PROVIDE 12” DEEP OUTSIDE AIR PLENUM ON LOUVER.
11. INSTALL AIR FLOW MONITORING STATION IN OA DUCTWORK TO UNIT. BASIS
OF DESIGN: RUSKIN MODEL AMS. COORDINATE ELECTRICAL REQUIREMENTS
WITH ELECTRICAL CONTRACTOR. TYPICAL OF TWO.
12. DUCT MOUNTED ELECTRIC HEATER INSTALLED IN OUTSIDE AIR DUCTWORK.
REFER TO SCHEDULE FOR CAPACITIES.
13. ROUTE OUTSIDE AIR DUCTWORK FROM PLENUM TO PLENUM AS SHOWN ON
PLAN.
14. MIXED AIR PLENUM SIZE PER PLANS AND TIGHT TO UNDERSIDE OF
STRUCTURE. MAKE FINAL CONNECTION TO AIR HANDLER AS REQUIRED.
15. ROUTE RETURN AIR DUCTWORK, SIZE PER PLANS, FROM PLENUM UP THRU
CHASE TO SECOND FLOOR.
16. ROUTE SUPPLY AIR DUCTWORK, SIZE PER PLANS, FROM UNIT UP THRU
CHASE TO SECOND FLOOR.
17. AIR HANDLER MOUNTED ON 6” CONCRETE SERVICE PAD. SERVICE PAD
SHALL BE 6” LARGER ALL AROUND THAN UNIT. SECURE UNIT TO PAD AS
RECOMMENDED BY EQUIPMENT MANUFACTURER. REFER TO
SPECIFICATIONS AND SCHEDULE FOR CAPACITIES AND DETAILS FOR
INSTALLATION REQUIREMENTS.
18. ROUTE CHILLED WATER SUPPLY AND RETURN PIPING AS SHOWN ON PLANS.
MAKE CONNECTION TO EXISTING PIPING AS REQUIRED. PROVIDE WITH
VALVES AT CONNECTION TO EXISTING PIPING.
19. ROUTE PIPING ABOVE BOTTOM CORD JOIST AND NEW CEILING.
20. EXISTING CHILLED WATER PIPING TO REMAIN. MODIFY AS REQUIRED.
21. PROVIDE ACCESS DOOR TO VALVES ABOVE NEW CEILING.
22. MAKE FINAL CONNECTION TO AIR HANDLER AS REQUIRED. REFER TO
DETAILS FOR VALVE AND PIPING REQUIREMENTS.
23. PROVIDE COPPER CONDENSATE PIPING, FULL SIZE, FROM UNIT TO EXISTING
RAIN LEADER. ROUTE PIPING FROM UNIT, SURFACE MOUNTED, ACROSS
FLOOR THRU EXTERIOR WALL AND OVER TO EXISTING STORM PIPING.
PROVIDE WITH INSULATION, P-TRAP, SUPPORTS AS REQUIRED, AND
WEATHERPROOF WALL PENETRATION. COORDINATE WITH ARCHITECTURAL
DRAWINGS.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:33:39 PM1-SA-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLANS - SCREENING AREA - 1ST FLOOR -MECHANICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/4" = 1'-0"1 PARTIAL FLOOR PLAN - SCREENING AREA - 1ST FLOOR - MECHANICAL REVISIONS#DATEDESCRIPTIONBY 1/4" = 1'-0"2 PARTIAL FLOOR PLAN - SCREENING AREA - 1ST FLOOR - MECHANICAL N
NORTH DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDCONFORMED SET
241
UP
29'-8"28'-5"2'
5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"5'-3"10'1'-6"
10'-10"
3'-8"
2'-7"
2'4'-1"4'-8"5'-7"
4'3'-5"
8'-8"8'-1"7'-6"
1'-6"
6"12'-9"5'3'
1'-6"6'10'-3"9'-7"
TDC #8TDC #4TDC #3TDC #2TDC #1 BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinim
um
Ce
i
l
in
g
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=
9'
(10
8
")
100
-
120
V
-
1
6A
,
50H
z
/60
Hz
220
-240
V
-
8A,
5
0Hz
/60H
z
32 F
-
95
F1,800
lbs
102"H
igh
57 PS
IFloor Load 2" Cl
eara
nce
5'
or
be
low6" Cl
eara
nce
5'
or
abo
veFRONTL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiXRoofMinim
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9'
(10
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100
-
120
V
-
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,
50H
z
/60
Hz
220
-240
V
-
8A,
5
0Hz
/60H
z
32 F
-
95
F1,800
lbs
102"H
igh
57 PS
IFloor Load 2" Cl
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5'
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or
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BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoof
Minim
um
Ce
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in
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=
9'
(10
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100
-
120
V
-
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,
50H
z
/60
Hz
220
-240
V
-
8A,
5
0Hz
/60H
z
32 F
-
95
F1,800
lbs
102"H
igh
57 PS
IFloor Load 2" Cl
eara
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5'
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low6" Cl
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5'
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abo
veENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoof32 F
-
95 F1,800
lbs
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IFloor Load 2" Cl
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5'
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5'
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TDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSFRONTETD BLSAVSAVSFRONT ETDBLSFRONTETD BLSAVSFRONT ETDBLSAVSAVSAVSFRONT ETDBLS23'-9"3'LADA GATEWTMDCEIA12ETDETDETDETDLL43L43L3L323'-9"3'LADA GATEWTMDCEIA1
23'-9"3'LADA GATEWTMDCEIA1
23'-9"3'LADA GATEWTMDCEIA1VFD
AHU-2
AHU-1
VFD VFD
AHU-3
AHU-2
VFD
AHU-3
VFDVFD
AHU-1
CLG @ 10'0"
CORRIDOR
DEARTURES
CLG @ 10'0"
CORRIDOR
ARRIVALS
S/FD
S/FD
B16 B15 B14 B13 B12
BH
BJ
BF
BE
D
A
B
C
K
BK.7
B11 B10 B9
B20
BE1
BE2
BE5
BE8
BE4
BE6
BE7
BE3
C33 C34 C36 C37 C38 C40
C3A
C3B
C3C
C3D
B8 B7
BH.1
BH.2
BH.3
B6 B5 B4CB2CB1CB3CB4 CB5
CBA
CBB
CBC
CBD
BH.05
SW28
1-SA-M401
1
1-SA-M402
1
1-SA-M403
1
NEW TICKETING AREA
A1-53
CORRIDOR
B2-18 EXISTING MECHANICAL ROOM
B2-01
PASSENGER WAITING AREA
B2-13
WOMENS ROOM
B2-04
MENS ROOM
B2-05
RECEPTION
B2-10
OPPS DIRECTOR OFFICE
B2-11A
OPPS MANAGER OFFICE
B2-11
SAA IT
B2-09
SECURITY OFFICE
B2-08
LOST AND FOUND
B2-11B
SECURITY CHECKPOINT SCREENING
B2-12
EXPANDED SCREENING AREA
B2-14
CORRIDOR
FP2-01
OFFICE
FP2-02 CONFERENCE ROOM
FP2-03
CORRIDOR
FP2-01
OFFICE
FP2-21
Room
FP2-17STORAGE
FP2-20
OFFICE
FP2-19
OFFICE
FP2-18
CONFERENCE ROOM
FP2-06
OFFICE
FP2-09
OFFICE
FP2-08.
OFFICE
FP2-07
STAIRS
FP1-04
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
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A Full Service
A & E Firm
1/16" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:33:57 PM1-SA-M101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - SCREENING AREA - 2ND FLOOR -MECHANICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/16" = 1'-0"1 FLOOR PLAN - SCREENING AREA - 2ND FLOOR - MECHANICAL REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDCONFORMED SET
242
B15 B14 B13 B12
BH
BJ
BF
BE
A
B
C
K
BK.7
B11 B10 B9
B20
BE1
BE2
BE5
BE8
BE4
BE6
BE7
BE3
BE9
BE10
C34 C36 C37 C38 C40
C3A
C3B
C3C
C3D
C3E
B8 B7
BH.1
BH.2
BH.3
B6 B5 B4CB2CB1CB3CB4 CB5
CBA
CBB
CBC
CBD
BH.05
SW28
1-OB-GV-1
1-OB-GV-2
1-SA-GEF-1
1-SA-EF-1
20"x20"
36"x66"
36"x66"
26"x26"
EXISTING ROOF CURB
3
4
3
4
6
5
1
2
MECHANICAL NOTES
1. ROOF MOUNTED EXHAUST FAN MOUNTED ON AN EXISTING ROOF CURB.
REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION.
PROVIDE WITH CURB ADAPTER AS REQUIRED.
2. ROUTE DUCTWORK DOWN THRU CURB. MAKE FINAL CONNECTION TO FAN AS
REQUIRED.
3. ROOF MOUNTED GRAVITY ROOF VENT ON ROOF CURB. REFER TO SCHEDULE
FOR CAPACITIES AND DETAILS FOR INSTALLATION. COORDINATE WITH
ARCHITECTURAL AND STRUCTURAL DRAWINGS.
4. ROUTE DUCTWORK DOWN THRU CURB. MAKE FINAL CONNECTION TO ROOF
VENT AS REQUIRED.
5. ROOF MOUNTED GREASE EXHAUST FAN ON ROOF CURB. REFER TO
SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION. COORDINATE
WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.
6. ROUTE GREASE EXHAUST DUCT DOWN AS SHOWN ON PLANS. DUCTWORK
SHALL BE WELDED / LIQUID TIGHT AND SUPPORTED / CONSTRUCTED AS
REQUIRED BY CODE. INSTALL WITH 2-HOUR FIRE RATED WRAP 24” FROM
START OF CHASE ON FIRST FLOOR THEN UP IN THE CHASE TO THE EXHAUST
FAN INLET. PROVIDE WITH ACCESS DOORS FOR CLEANOUT AT 20-FOOT
INTERVALS OR CHANGE OF DIRECTION. REFER TO DETAILS.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:34:08 PM1-SA-M102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAROOF PLAN - SCREENING AREA - MECHANICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/16" = 1'-0"1 ROOF PLAN - SCREENING AREA - MECHANICAL REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDCONFORMED SET
243
VFDAHU-2AHU-1VFD VFDAHU-3AHU-2VFDAHU-3VFDVFDAHU-1S/FDS/FDB16B15B14B13B12BHBJBFABB20BE1BH.1BH.2BH.3BH.05SW2814"x12"14"x12"12"x12"12"x12"EG-2400 CFMEG-2400 CFMTYP OF 2TYP OF 2EG-275 CFM18"x14" UP1-SA-AHU-21-SA-AHU-31-SA-AHU-4REFRIG PIPING ABOVE CEILING66"x24"RG-31090 CFMRG-31090 CFMSD-4450 CFMEXISTING MECHANICAL ROOMB2-01CORRIDORB2-18SECURITY EXITB2-02PASSENGER WAITING AREAB2-13WOMENS ROOMB2-04CORRIDORB2-03SECURITY OFFICEB2-08SAA ITB2-09RECEPTIONB2-10OPPS MANAGER OFFICEB2-11OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11BMENS ROOMB2-05PASSENGER WAITING AREAB2-13SECURITY CHECKPOINT SCREENINGB2-12PASSENGER WAITING AREAB2-131-SA-VAV-7RG-1100 CFMRG-2650 CFMRG-150 CFMSD-150 CFMSD-3325 CFMSD-3325 CFM12"x12"10"øEXISTING TO REMAINSD-1170 CFMSD-2225 CFMSD-160 CFM12"x14"12"øSD-4450 CFMSD-4450 CFMSD-1190 CFM11"x10"RG-3900 CFMM
SD-1100 CFMRG-1190 CFMRG-160 CFM1-SA-VAV-6EXIST S/FDEXIST S/FDEXIST S/FD12"x12" TRANSFER ABOVE CEILING48"x30" EXIST48"x30" EXIST80"x30" EXISTEXIST240 CFMEXIST200 CFMEXIST200 CFMEXIST240 CFMEXIST0 CFMEXIST0 CFMRRRRRREXIST240 CFMTYP. OF 4EXIST240 CFMTYP. OF 4SD-2240 CFMSD-2240 CFMEXIST0 CFMRREBALANCE FOR1650 CFMREBALANCE FOR1650 CFMSD-6100 CFMSD-6100 CFMREBALANCE FOR2100 CFMREBALANCE FOR2100 CFMREBALANCE FOR1600 CFMEXIST S/FD80"x30" EXISTS/FD36"x30"ELBOW UP36"x30"S/FDS/FD36"x30"SSSSSCREENED DUCTWORK IS EXISTING TO REMAIN TYPICAL FOR ALL3233411231356163155656167151122158910111211121112MECHANICAL NOTES1. REBALANCE EXISTING VAV / FPB BOX AND ASSOCIATED DIFFUSERS AS REQUIRED BY DRAWINGS.2. PROVIDE NEW DIFFUSER, FLEX DUCT, AND DUCTWORK AS SHOWN ON PLANS. MAKE FINAL CONNECTION TO EXISTING DUCTWORK AS REQUIRED.3. RELOCATE EXISTING DIFFUSER AS SHOWN ON DRAWING. MODIFY EXISTING DUCTWORK AS REQUIRED BY NEW LOCATION.4. RELOCATE EXISTING RETURN AIR GRILLE AS SHOWN ON PLANS.5. NEW TRANSFER AIR OPENS, SIZE PER PLAN, ABOVE THE EXISTING CEILING. PROVIDE WITH DUCT ELBOW UP AND FIRE/SMOKE DAMPERS IN THE EXISTING RATED WALL. 6. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR CEILING REMOVAL AND RE-INSTALLATION AND WALL FRAMING FOR NEW DAMPERS.7. TRANSFER AIR OPENING ABOVE CEILING.8. ROUTE EXHAUST DUCTWORK UP THRU EXISTING ROOF PENETRATION TO NEW FAN ABOVE. MAKE FINAL CONNECTION TO FAN AS REQUIRED.9. VAV BOX MOUNTED ABOVE CEILING AND SUPPORTED FROM STRUCTURE ABOVE. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION REQUIREMENTS.10. MAINTAIN MINIMUM SERVICE CLEARANCE AS REQUIRED BY NEC AND EQUIPMENT MANUFACTURERS RECOMMENDATIONS. TYPICAL FOR ALL.11. AIR HANDLER MOUNTED ON FLOOR STAND. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION REQUIREMENTS. ROUTE DUCTWORK AS SHOWN IN DETAIL.12. ROUTE COPPER CONDENSATE PIPING, FULL SIZE, FROM UNIT AND DOWN THRU FLOOR. PROVIDE WITH P-TRAP, SUPPORTS AS REQUIRED. REFER TO DETAILS FOR DRYWELL INSTALLATION.13. NOT USED.14. NOT USED.15. ROUTE REFRIG. PIPING CONCEALED IN WALL FROM AIR HANDLER TO ABOVE CEILING, RUN EXPOSED ABOVE THE CEILING AS SHOWN ON PLANS. SIZE REFRIG. LINES PER EQUIPMENT MANUFACTURER’S RECOMMENDATIONS. PROVIDE PIPING SUPPORTS AND INSULATION AS REQUIRED. TYPICAL FOR ALL.16. PROVIDE ELBOW UP ON EXISTING RETURN AIR DUCT. MODIFY EXISTING DUCTWORK AS REQUIRED.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
Date:
File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmAs indicated
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt
9/7/2017 6:54:05 AM
1-SA-M401PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
ENLARGED FLOOR PLANS - SCREENING AREA -
2ND FLOOR - MECHANICAL
07-14-2017
S12014 1/8" = 1'-0"1ENLARGED FLOOR PLAN - SCREENING AREA -2ND FLOOR - MECHANICALDAK
DAK
DAK
DM
AS NOTED
DAK
DAK
DAK
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 4 4444CONFORMED SET244
BH
BF
B10 B9 B8 B7
BH.1
BH.2
BH.3
B6 B5CB2CB1CB3
CBA
BH.05
SW28
66"x24"
66"x24" DN
58"x18"
26"x18"
42"x18"30"x18"
20"x14"
20"x14"
20"x14"
22"x18"
14"x14"
12"x14"
12"x14"12"x14"
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
1-SA-VAV-5
RG-3
1090 CFM
RG-3
1090 CFM
RG-3
1090 CFM
RG-3
1090 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
RG-3
1090 CFM RG-3
1090 CFM
1-SA-VAV-4
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-7
200 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-3
300 CFM
SD-3
300 CFM
SD-4
450 CFM
SD-3
300 CFM
SD-4
450 CFMSD-4
450 CFM
1-SA-VAV-1
SD-4
450 CFM
SD-4
450 CFM SD-4
450 CFM
TG-1
100 CFM
12"x12"
TG-2
300 CFM
12"x12"
RG-3
1090 CFM
RG-3
1090 CFM
RG-3
1090 CFM
66"x24" UP
66"x24"
66"x24" DN
M
M
34"x36"
36"x66" UP
34"x36"
36"x66" UP
34"x36"34"x36"
26"x12"
26"x12" UP
18"x18" UP
26"x12" UP
66"x24"66"x24" UP
OPPS DIRECTOR OFFICE
B2-11A
OPPS MANAGER OFFICE
B2-11
RECEPTION
B2-10
LOST AND FOUND
B2-11B SECURITY CHECKPOINT SCREENING
B2-12
EXPANDED SCREENING AREA
B2-14
1-SA-CU-2 1-SA-CU-3 1-SA-CU-4
SD-1
60 CFM
SD-1
190 CFM
SD-1
170 CFM
SD-2
225 CFM
1-SA-VAV-6
12"ø
11"x10"
24"x16" TYP
RG-3
900 CFM
12"x14"
1-SA-VAV-3
1-SA-VAV-2
CONCRETE
FLOOR WITH
METAL DECKING
5
1
4
S
3 3 3
2
1
5
2
5
2
5
2
5
5
5
2
6
9
8
7
8
7
SSSS
MECHANICAL NOTES
1. ROUTE REFRIG. PIPING EXPOSED ABOVE THE CEILING, THEN DOWN IN WALL
AS SHOWN AND OUT THRU EXTERIOR WALL TO CONDENSER UNIT. SIZE
REFRIG. LINES PER EQUIPMENT MANUFACTURER’S RECOMMENDATIONS.
PROVIDE PIPING SUPPORTS AND INSULATION AS REQUIRED. COORDINATE
WALL PENETRATION WITH ARCHITECTURAL DRAWINGS. TYPICAL FOR ALL.
2. MAINTAIN MINIMUM SERVICE CLEARANCE AS REQUIRED BY NEC AND
EQUIPMENT MANUFACTURERS RECOMMENDATIONS. TYPICAL FOR ALL.
3. CONDENSING UNIT MOUNTED ON EQUIPMENT RAILS. REFER TO SCHEDULE
FOR CAPACITIES. SECURE UNIT TO EQUIPMENT RAIL AS REQUIRED TO MEET
THE MINIMUM WINDLOAD REQUIREMENTS. REFER TO STRUCTURAL
DRAWINGS FOR ATTACHMENT TO EXISTING STRUCTURE AND EQUIPMENT TO
RAILS. COORDINATE WITH ARCHITECTURAL FOR ROOFING REQUIREMENTS.
4. TRANSFER AIR OPENING ABOVE CEILING.
5. VAV BOX MOUNTED ABOVE CEILING AND SUPPORTED FROM STRUCTURE
ABOVE. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR
INSTALLATION REQUIREMENTS.
6. ROUTE SA AND RA DUCTWORK DOWN IN CHASE.
7. PRESSURE RELIEF DUCTWORK WITH COUNTERBALANCED BACKDRAFT
DAMPER. DAMPER BLADES SHALL BE FELT TIPPED. SET FOR 0.05” SP.
TYPICAL OF 4.
8. RELIEF AIR PLENUM, SIZE PER PLANS. MAKE FINAL CONNECTION TO GRAVITY
ROOF VENT AS REQUIRED. PROVIDE WITH MOTORIZED DAMPER. REFER TO
SEQUENCE OF OPERATION.
9. ROUTE NEW GREASE EXHAUST DUCT AS SHOWN ON PLANS. DUCTWORK
SHALL BE WELDED / LIQUID TIGHT AND SUPPORTED / CONSTRUCTED AS
REQUIRED BY CODE. INSTALL WITH 2-HOUR FIRE RATED WRAP 24” FROM
START OF CHASE THEN UP IN THE CHASE AND ACROSS CEILING PLENUM TO
THE EXHAUST FAN INLET. PROVIDE WITH ACCESS DOORS FOR CLEANOUT AT
20-FOOT INTERVALS OR CHANGE OF DIRECTION. MAKE FINAL CONNECTION
TO EXISTING DUCTWORK AS REQUIRED. REFER TO DETAILS.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:34:31 PM1-SA-M402PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLANS - SCREENING AREA -2ND FLOOR - MECHANICAL07-14-2017S12014 1/8" = 1'-0"1 ENLARGED FLOOR PLAN - SCREENING AREA -2ND FLOOR - MECHANICAL REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDCONFORMED SET
245
B7
BH.3
B6 B5 B4CB2CB1CB3CB4 CB5
CBA
CBB
CBC
CBD
1-SA-AHU-5
1-SA-AHU-6
1-SA-AHU-7
1-SA-EDH-3
1-SA-EDH-4
1-SA-EDH-5
CORRIDOR
FP2-01
OFFICE
FP2-02
CONFERENCE ROOM
FP2-06
OFFICE
FP2-08.
STAIRS
FP1-04
ELEVATOR
FP2-23
OFFICE
FP2-19
STORAGE
FP2-20
OFFICE
FP2-21
Room
FP2-17
OFFICE
FP2-09
M
M
M
57"x33"26"x18"
26"x18"
26"x18" EXIST
14"ø
14"ø
24"x16" EXIST
24"x16" EXIST
24"x16"
24"x16"
24"x16"57"x33"
26"x18"26"x18" EXIST
14"ø
26"x18" EXIST
26"x18" EXIST
26"x18"
26"x18"
57"x33"26"x18"
1-SA-L-3
800 CFM
1-SA-L-4
800 CFM
1-SA-L-5
800 CFM
32"x24"
32"x24"
32"x24"
2"ø CHWR
2"ø CHWS
2 1/2"ø CHWS2 1/2"ø CHWR
2"ø CHWR
2"ø CHWS
2"ø CHWR 2"ø CHWS
81 GPM81 GPM
54 GPM54 GPM
27 GPM27 GPM
2 1/2"ø CHWS2 1/2"ø CHWR
2 1/2"ø CHWS2 1/2"ø CHWR
ISOLATION VALVE -TYPICAL
MECHANICAL NOTES
1.AIR HANDLER SUPPORTED FROM STRUCTURAL FRAME ATTACHED TO
EXISTING MASONRY WALL. UNIT TO BE INSTALLED TIGHT TO STRUCTURE.
REFER TO SCHEDULE FOR CAPACITIES AND SEQUENCE OF OPERATION FOR
CONTROLS.
2.COORDINATE REMOVAL / RE-INSTALLATION OF THE EXISTING CEILING GRID
AND TILES AS REQUIRED FOR INSTALLATION OF NEW WORK WITH GENERAL
TRADES CONTRACTOR.
3.MAINTAIN MINIMUM SERVICE CLEARANCE AS REQUIRED BY NEC AND
EQUIPMENT MANUFACTURER. TYPICAL FOR ALL.
4.PROVIDE RETURN AIR PLENUM AT UNIT. MAKE FINAL CONNECTION TO UNIT
AS REQUIRED.
5.NEW OUTSIDE AIR LOUVER INSTALLED IN METAL BUILDING WALL.
COORDINATE FRAMING REQUIREMENTS WITH GENERAL TRADES
CONTRACTOR AND WEATHERPROOFING PRE ARCHITECTURAL DRAWINGS.
6.ROUTE OA DUCTWORK, SIZE PER PLANS, BACK TO PLENUMS. MAKE FINAL
CONNECTION AS REQUIRED. PROVIDE WITH MOTORIZED DAMPER.
7.ROUTE RETURN AIR DUCTWORK AS SHOWN ON PLAN. MAKE FINAL
CONNECTION TO EXISTING DUCTWORK AS REQUIRED.
8.ROUTE SUPPLY AIR DUCTWORK AS SHOWN ON PLAN. MAKE FINAL
CONNECTION TO EXISTING DUCTWORK AS REQUIRED.
9.INSTALL DUCT HEATER AS SHOWN ON PLANS. REFER TO SCHEDULE FOR
CAPACITIES.
10.ROUTE COPPER CONDENSATE LINE, FULL SIZE, FROM UNIT THRU EXTERIOR
WALL AND ACROSS ROOF TO ROOF DRAIN. PROVIDE WITH SUPPORTS,
INSULATION, WEATHERPROOF WALL PENETRATION, P-TRAP ON EXTERIOR
OF BUILDING, ROOF PIPE SUPPORTS, AND ELBOW DOWN AT DRAIN.
COORDINATE WEATHERPROOF PENETRATION WITH ARCHITECTURAL
DRAWINGS.
11.ROUTE CHILLED WATER SUPPLY AND RETURN PIPING UP THRU CHASE TO
ROOF STRUCTURE, ALONG THE BEAM ABOVE THE CEILING, AND TO THE
UNITS. PROVIDE INSULATION AND SUPPORTS AS REQUIRED.
12.MAKE FINAL CONNECTION TO AIR HANDLERS AS REQUIRED. REFER TO
DETAILS FOR VALVE AND PIPING REQUIREMENTS.
13.EXISTING DUCTWORK TO REMAIN. MODIFY AS REQUIRED BY NEW WORK.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/22/2017 8:49:59 AM1-SA-M403PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLANS - SCREENING AREA -2ND FLOOR - MECHANICAL07-14-2017S12014 1/8" = 1'-0"1 ENLARGED FLOOR PLAN - SCREENING AREA -2ND FLOOR - MECHANICAL DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDPRIOR TO THE REMOVAL OF THESE THREE UNITS SERVING THIS AREA
PROVIDE TEST AND BALNCE OF EXISTING ROOFTOP UNITS TO BE REMOVED.
TRAVERSE DUCT AT LOCATIONS OF EXISTING DUCTWORK TO REMAIN OF EACH
UNIT, EACH DIFFUSER AND RETURN AIR GRILLE SERVED BY THE ASSOCIATED UNIT.
PROVIDE DIAGRAM SHOWING UNITS AND THERE ASSOCAITED DUCTWORK LAYOUT,
DIFFUSER, AND GRILLE LOCATIONS.
THIS INFORMATION IS TO BE SUBMITTED TO THE ENGINEER OF RECORD FOR
FUTURE AIR BALANCE IN THIS AREA.REVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 31
2
3
4
5
6
7
8
9
10
11
13
12
11
1
4
5
6
3
2
7
12
13
9
7
10
5
6
4
1
10
12
73
7
9
13
2
3
CONFORMED SET
246
B7
BH.2
BH.3
B6 B5 B4CB2CB1CB3CB4 CB5
CBA
CBB
CBC
CBD
FIRE RISER ROOM
FP-06
CUSTOMS / FIRE PROTECTION AREA
COMBINED
FP1-05
OFFICES / IT ROOM
BC3-05
FAMILY RESTROOM
BC3-04
FAMILY RESTROOM
BC3-03
BAGGAGE CLAIM 3
FP1-03
KITCHEN
BC3-06
STAIRS
FP1-04
ELEVATOR
FP2-23
STORAGE
BC3-02
1-BC3-EF-2
1-BC3-EF-1
6"ø
8"ø
PROVIDE WALL CAP
?
?
HVAC
BC3-07
SCREENING EXPANSION 1ST FLOOR
FP1-01
EG-1
75 CFM
10"x10"
10"x10"
EG-1
75 CFM
18"x18"
RG-2
400 CFM
SD-2
200 CFM
SD-2
200 CFM
1-BC3-VAV-1
1
1
2
3
3
6
4 5
3
T
6
7
MECHANICAL NOTES
1. CEILING MOUNTED EXHAUST FAN. REFER TO SCHEDULE FOR CAPACITIES
AND CONTROLS AND DETAILS FOR INSTALLATION REQUIREMENTS.
2. ROUTE EXHAUST DUCTWORK ABOVE CEILING TO EXTERIOR WALL AND
PROVIDE WITH WALL CAP. SEAL DUCTS TO SEAL CLASS 1. COORDINATE WITH
ARCHITECTURAL FOR WEATHERPROOFING REQUIREMENTS.
3. TRANSFER AIR OPENING ABOVE CEILING.
4. VAV BOX MOUNTED ABOVE CEILING AND SUPPORTED FROM STRUCTURE
ABOVE. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR
INSTALLATION REQUIREMENTS.
5. COORDINATE THE EXISTING CEILING REMOVAL AND RE-INSTALLATION WITH
GENERAL TRADES CONTRACTOR AS REQUIRED FOR YOUR WORK.
6. EXISTING DUCTWORK TO REMAIN. MODIFY AS REQUIRED BY NEW WORK.
7.DUCTWORK ABOVE CEILING TO REMAIN. REPLACE EXISTING CEILING
DIFFUSERS WITH NEW MATCH EXISTING NECK SIZE. MODIFY EXISTING FLEX
DUCT AS REQUIRED BY NEW WORK. TYPICAL OF 8.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/21/2017 5:28:00 PM1-BC3-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR -MECHANICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 FLOOR PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR - MECHANICAL
MODIFY EXISTING DUCTWORK AS
REQUIRED BY FIRE SPRINKLER
PIPING INSTALLATION
DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
3
CONFORMED SET
247
AALK.9
SECURITY EXIT
FIS-14
IT
FIS-13
BAGGAGE CLAIM
FIS-03
RG-3
1200 CFM
RG-1
400 CFM
1-FIS-AHU-1
SD-1
175 CFM
SD-1
175 CFM
SD-4
400 CFM
SD-4
400 CFM
SD-4
400 CFM
SD-4
400 CFM
SD-3
350 CFM
EXISTING 3"
CONDENSATE UP
18"ø EXIST
16"ø EXIST
8"ø EXIST
SD-2
200 CFM
1-FIS-CU-1
18x24 TRANSFER AIR OPENING
ABOVE CEILING
18x24 TRANSFER AIR OPENING
ABOVE CEILING
7
8
9
2
1
3
2
1
4
3
1
5 6
1
3
4
10
16"x16"
8
S
MECHANICAL NOTES
1. PROVIDE NEW DIFFUSER, FLEX DUCT, AND DUCTWORK AS SHOWN ON
PLANS. MAKE FINAL CONNECTION TO EXISTING DUCTWORK AS REQUIRED.
2. PROVIDE NEW TRANSFER AIR OPENING ABOVE EXISTING CEILINGS.
3. COORDINATE THE EXISTING CEILING REMOVAL AND RE-INSTALLATION WITH
GENERAL TRADES CONTRACTOR AS REQUIRED FOR YOUR WORK.
4. EXISTING DUCTWORK TO REMAIN. MODIFY AS REQUIRED BY NEW WORK.
5. AIR HANDLER MOUNTED ON STEEL STAND. REFER TO SPECIFICATIONS AND
SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION
REQUIREMENTS.
6. ROUTE COPPER CONDENSATE PIPING FROM AIR HANDLER TO CONDENSATE
PUMP. PROVIDE WITH P-TRAP, INSULATION, AND SUPPORTS AS REQUIRED.
7. ROUTE COPPER CONDENSATE TUBING FROM CONDENSATE PUMP TO
EXISTING CONDENSATE RISER IN ADJACENT ROOM. MAKE FINAL
CONNECTION TO EXISTING PIPING AS REQUIRED.
8. ROUTE REFRIG. LINES THRU 4” PVC SLEEVE. SIZE REFRIG. LINES PER
EQUIPMENT MANUFACTURER’S RECOMMENDATIONS. INSTALL REFRIG.
PIPING AND SLEEVE PER DETAILS.
9. CONDENSING UNIT MOUNTED ON 4” THICK CONCRETE SERVICE PAD. REFER
TO SCHEDULE FOR CAPACITIES. SERVICE PAD SHALL BE 6” LARGER ALL
AROUND THAN UNIT. SECURE UNIT TO PAD AS REQUIRED TO MEET THE
MINIMUM WINDLOAD REQUIREMENTS.
10. ROUTE RETURN AIR DUCTWORK, SIZE PER PLANS, INTO CORRIDOR.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:24:56 PM1-FIS-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - F.I.S. CUSTOMS - SECURITY EXIT -1ST FLOOR - MECHANICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
F.I.S.
SECURITY
EXIT
N
NORTH
1/8" = 1'-0"1 FLOOR PLAN - F.I.S. CUSTOMS - SECURITY EXIT - 1ST FLOOR - MECHANICAL REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
248
1-BH-CU-1
18"x17" RA
26"x26"
24"x14"
SR-2
600 CFM
1-BH-AHU-1
TYP OF 2
IT ROOM
A1-50
2"ø EXIST
1 1/4"ø CD 2
3
4
1
MECHANICAL NOTES
1. AIR HANDLER MOUNTED ON STEEL STAND. REFER TO SPECIFICATIONS AND
SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION
REQUIREMENTS.
2. ROUTE COPPER CONDENSATE PIPING, FULL SIZE, FROM AIR HANDLER TO
EXISTING CONDENSATE PIPING. MAKE FINAL CONNECTION TO EXISTING
PIPING AS REQUIRED. PROVIDE WITH P-TRAP, INSULATION, AND SUPPORTS
AS REQUIRED. COORDINATE WITH ARCHITECTURAL FOR
WEATHERPROOFING WALL PENETRATION REQUIREMENTS.
3. ROUTE REFRIG. LINES AS SHOWN ON PLANS. SIZE REFRIG. LINES PER
EQUIPMENT MANUFACTURER’S RECOMMENDATIONS. PROVIDE WITH
INSULATION, SUPPORTS, AND ALUMINUM JACKET. COORDINATE WITH
ARCHITECTURAL FOR WEATHERPROOFING WALL PENETRATION
REQUIREMENTS.
4. CONDENSING UNIT MOUNTED ON 4” THICK CONCRETE SERVICE PAD. REFER
TO SCHEDULE FOR CAPACITIES. SERVICE PAD SHALL BE 6” LARGER ALL
AROUND THAN UNIT. SECURE UNIT TO PAD AS REQUIRED TO MEET THE
MINIMUM WINDLOAD REQUIREMENTS. COORDINATE FINAL LOCATION WITH
OTHER EQUIPMENT IN THE AREA.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:23:57 PM1-BH-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - BLOCK HOUSE - 1ST FLOOR -MECHANICAL07-14-2017S12014N
NORTH 1/4" = 1'-0"1 FLOOR PLAN - BLOCK HOUSE - 1ST FLOOR - MECHANICAL REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
BLOCK
HOUSE
CONFORMED SET
249
TX
120 VAC
SC
TX
TX
120 VAC
UC600
TX
120 VAC
EXIST
CAT6
ETHERNETTO LOCAL AREA
NETWORK (LAN)
(BACnet MS/TP LINK)
VAV TERMINAL UNIT
WITH FACTORY MOUNTED
CONTROLLER
(TYPICAL)
(BACnet MS/TP LINK)
CHILLED WATER SYSTEM
CONTROLLER
WITH PROGRAMMABLE
CONTROLLER
(BACnet MS/TP LINK)
AIR COOLED CHILLLER
WITH INTEGRAL BCI-C BACnet
INTERFACE CARD
(TYPICAL)
EXISTING SYSTEMS
RETROFIT CONTROLLER
(TYPICAL)
GENERAL NOTES
1. GROUND ALL TERMINAL UNIT CONTROLLERS.
2. INSTALL MOV'S ON ALL TRANSFORMERS.
3. ADDRESS ALL TERMINAL UNIT CONTROLLERS.
4. ASSIGN BOX TYPE, HEAT TYPE AND ALL DEFAULT VALUES IF NECESSARY.
5. MOUNT TERMINAL UNIT CONTROLLERS FOR AHU'S IN CONTROL PANEL.
6. MOUNT STATIC PRESSURE TRANSMITTER IN CONTROL PANEL.
7. USE WIRE WAY IN PANELS.
8. CONFIRM APEX GROUND
9. PROVIDE ALL NEW FIELD POINT WIRING CABLE AS REQUIRED BY NEW SYSTEM.
AIR HANDLING UNIT WITH
FACTORY MOUNTED
PROGRAMMABLE CONTROLLER
(TYPICAL)
CAMPUS BAS CONTROL SYSTEM RISER DIAGRAM
DO NOT REUSE EXISTING WIRING EXCEPT FOR THERMOSTAT / SENSORS.
10. ALL POINT ARE TO ADJUSTABLE THROUGH THE BAS.
BY DIV 26
WEB BASED SUPERVISORY CONTROLLER
AIR HANDLING UNIT
FIELD VRIFY
BY DIV 26
VAV
BY DIV 26
CHILLED WATER SYSTEM CONTROLLER
AIR COOLED CHILLER
BCI-C
RETROFIT CONTROLLER
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/7/2017 11:02:49 AM1-C-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 -SYSTEM STRUCTURE07-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONFORMED SET
250
VARIABLE AIR VOLUME AIR HANDLER
NOT TO SCALE FILTERO.S.A.
COIL
CLG
TV1
CHW VALVE
DA1
N.C.
CHWR
CHWS
JB
RL1 CS1
TS1T
SUPPLY AIR
TEMPERATURE
SP1
STATIC
PRESSURE
PICKUP
T
TEMPERATURE
RETURN AIR
TS2
RETURN
AIR
EF
EXHAUST FAN
TYPICAL
RL2
H
DPS1
L
LL1
T
MIXED
AIR TEMP.
TS3
JB
VFD
AMS1
JB
N.O.
MIXING BOX
DAMPERS BY
AHU MANUFACTURER
CS2
UNIT CONTROL
MODULE
SEQUENCE OF OPERATION
SEQUENCE OF OPERATION
BUILDING AUTOMATION SYSTEM INTERFACE THE BUILDING AUTOMATION SYSTEM (BAS) WILL SEND THE AIR HANDLING UNIT (AHU) CONTROLLER OCCUPIED AND UNOCCUPIED COMMANDS. IF COMMUNICATION IS LOST WITH THE BAS, THE SYSTEM WILL DEFAULT TO OCCUPIED
OPERATION.
WHEN THE VARIABLE FREQUENCY DRIVE IS IN THE REMOTE MODE THE BAS WILL START THE UNIT WHEN ANY VAV BOX REQUIRES AIR. WHEN THE UNIT IS STARTED AS PROVEN BY CURRENT STATUS SENSOR THE CONTROL SYSTEM WILL BE MADE OPERABLE.
WHEN THE UNIT IS STOPPED, THE CHILLED WATER VALVE WILL CLOSE, THE OUTSIDE AIR DAMPER WILL CLOSE, THE RETURN AIR DAMPER WILL OPEN, AND ANY INTERLOCKED FAN SHALL DE-ENERGIZE.
OCCUPIED MODE
DURING OCCUPIED PERIODS, THE SUPPLY FAN WILL RUN CONTINUOUSLY AND THE OUTSIDE AIR & RETURN AIR DAMPERS WILL MODULATE TO MAINTAIN OUTSIDE AIRFLOW AT SET POINT. THE SUPPLY FAN SPEED WILL MODULATE TO MAINTAIN DUCT STATIC PRESSURE AT SET
POINT. AIRFLOW AND STATIC PRESSURE SET POINTS WILL BE DETERMINED BY THE TEST & BALANCE CONTRACTOR. THE CHILLED WATER (CHW) CONTROL VALVE WILL MODULATE AS NEEDED TO MAINTAIN SUPPLY AIR TEMPERATURE AT SET POINT. OUTDOOR AIR PRE-HEATERS
WILL STAGE AS NEEDED TO MAINTAIN PRE-HEAT TEMPERATURE AT SET POINT.
UNOCCUPIED MODE
UNOCCUPIED OPERATION WILL BE AVAILABLE FOR SERVICE PURPOSES ONLY VIA BAS USER COMMAND. THE SYSTEM WILL BE CONFIGURED FOR 24/7 OCCUPIED OPERATION, OTHERWISE. DURING UNOCCUPIED PERIODS, THE AHU WILL BE DISABLED ENTIRELY.
SUPPLY AIR TEMPERATURE CONTROL
DURING OCCUPIED OPERATION, THE CHW CONTROL VALVE WILL MODULATE AS REQUIRED TO MAINTAIN THE SUPPLY AIR TEMPERATURE AT SET POINT. THE INITIAL SUPPLY AIR TEMPERATURE SET POINT WILL BE 52° F AND WILL BE ADJUSTABLE VIA THE BAS. IF THE SUPPLY AIR
TEMPERATURE SENSOR FAILS, CONTROL WILL TRANSITION TO BEING BASED ON THE COOLING COIL LEAVING AIR TEMPERATURE AND A SUPPLY AIR TEMPERATURE SENSOR FAILURE ALARM WILL BE GENERATED. IF THE COOLING COIL LEAVING AIR TEMPERATURE SENSOR ALSO
FAILS, THE CHW CONTROL VALVE WILL MOVE TO THE 50% OPEN POSITION AND A GENERAL TEMPERATURE CONTROL ALARM WILL BE GENERATED.
ECONOMIZER MODE
IF THE ECONOMIZER MODE IS IN OPERATION, BAS WILL FIRST OPEN THE OUTSIDE AIR DAMPER FULLY BEFORE THE CHILLED WATER VALVE IS ALLOWED TO OPEN. THE SUPPLY AIR SETPOINT WILL BE RESET AS NEEDED DEPENDING ON THE HIGHEST COOLING SIGNAL (0-99) OF THE
VAV BOXES SERVED BY THE UNIT. EVERY TEN MINUTES, A CORRECTION VALUE IS ADDED TO THE SUPPLY TEMPERATURE SETPOINT. IF THE HIGHEST COOLING SIGNAL IS MORE THAN 90.1, THE SETPOINT IS DECREASED, IF IT IS LESS THAN 79.0, THE SETPOINT IS INCREASED. TWO
POTENTIAL SETPOINT CORRECTION VALUES ARE CALCULATED. THE FIRST ONE IS CALCULATED BY SUBTRACTING THE HIGHEST COOLING SIGNAL FROM 83.0, DIVIDING BY 40 AND LIMITING THE RESULT TO A VALUE BETWEEN 0-1. THE SECOND POTENTIAL CORRECTION VALUE IS
CALCULATED BY SUBTRACTING THE HIGHEST COOLING SIGNAL FROM 93.0, DIVIDING BY 4.5 AND LIMITING THE RESULT TO A VALUE BETWEEN -0.2 AND -2.0. IF THE HIGHEST COOLING SIGNAL IS LESS THAN 90.1, THE FIRST CORRECTION VALUE IS PASSED. IF THE HIGHEST COOLING
SIGNAL IS GREATER THAN 90.1, THE SECOND CORRECTION VALUE IS PASSED. ONCE EVERY TEN MINUTES, A TIMING PULSE IS GENERATED AND TURNS ON A SWITCH WHICH PASSES THE CORRECTION VALUE TO BE ADDED TO THE SUPPLY TEMPERATURE SETPOINT.
THE SETPOINT IS LIMITED BY THE USER-SET HIGH AND LOW LIMITS.
THE ADJUSTED SETPOINT WILL ONLY BE USED IF THE FAN HAS BEEN ON AT LEAST 20 MINUTES AND THE SETPOINT MODE HAS BEEN SET TO "AUTO". OTHERWISE, THE USER-SET MANUAL/STARTUP SETPOINT IS USED.
OUTDOOR AIR TEMPERATURE CONTROL (if provided)
DURING OCCUPIED OPERATION, ELECTRIC PRE-HEATERS WILL STAGE AS REQUIRED TO MAINTAIN THE ENTERING OUTDOOR AIR TEMPERATURE AT SET POINT. THE INITIAL PRE-HEAT TEMPERATURE SET POINT WILL BE 55° F AND WILL BE ADJUSTABLE VIA THE BAS. IF EITHER
PRE-HEAT TEMPERATURE SENSOR FAILS, CONTROL OF THE AFFECTED HEATER WILL TRANSITION TO BEING BASED ON THE NUMBER OF ACTIVE HEATING STAGES OF THE UNAFFECTED HEATER, SUCH THAT HEATERS STAGE IN UNISON, AND A CORRESPONDING TEMPERATURE
SENSOR FAILURE ALARM WILL BE GENERATED. IF BOTH PRE-HEAT TEMPERATURE SENSORS FAIL, THE HEATERS WILL REMAIN IN THEIR CURRENT OPERATIONAL STATE AND A GENERAL PRE-HEAT CONTROL FAILURE ALARM WILL BE GENERATED.
HUMIDITY CONTROL
DURING OCCUPIED OPERATION, IF THE RETURN AIR RELATIVE HUMIDITY RISES ABOVE SET POINT, CHW VALVE CONTROL WILL TRANSITION TO BEING BASED ON COOLING COIL LEAVING AIR TEMPERATURE AND THE SET POINT WILL BE DYNAMICALLY RESET DOWNWARD IN 1° F
INCREMENTS EVERY FIVE MINUTES UNTIL RELATIVE HUMIDITY FALLS BELOW SET POINT. RESET WILL BE GOVERNED BY A MINIMUM TEMPERATURE LIMIT OF 48° F. ONCE HUMIDITY HAS REMAINED BELOW SET POINT FOR A PERIOD OF TEN MINUTES, SUPPLY AIR TEMPERATURE SET
POINT WILL RETURN TO NORMAL. IF THE CHW CONTROL VALVE REMAINS IN THE 100% OPEN POSITION FOR A PERIOD OF TEN MINUTES AND RELATIVE HUMIDITY IS STILL ABOVE SET POINT, A HIGH HUMIDITY ALARM WILL BE GENERATED.
SUPPLY FAN CONTROL
THE SUPPLY FAN WILL OPERATE CONTINUOUSLY DURING OCCUPIED OPERATION AND WILL BE DISABLED DURING UNOCCUPIED OPERATION. WHEN ENABLED, THE SUPPLY FAN SPEED WILL MODULATE TO MAINTAIN THE SUPPLY DUCT STATIC PRESSURE AT SET POINT. INITIAL
STATIC PRESSURE SET POINT WILL BE SET BY THE TEST & BALANCE CONTRACTOR AND WILL BE ADJUSTABLE VIA THE BAS. THE BAS WILL MONITOR THE OPERATIONAL STATUS OF THE SUPPLY FAN. IF THE SUPPLY FAN FAILS TO START OR FAILS DURING NORMAL OPERATION, A
SUPPLY FAN FAILURE ALARM WILL BE GENERATED.
THE SETPOINT IS LIMITED BY THE USER-SET HIGH AND LOW LIMITS. THE USER-SET MANUAL/STARTUP PRESSURE SETPOINT IS USED UNTIL THE FAN HAS BEEN ON AT LEAST FIVE MINUTES OR IF THE SETPOINT MODE HAS BEEN SET TO MANUAL.
SUPPLY DUCT STATIC PRESSURE OPTIMIZATION
DURING OCCUPIED OPERATION, THE SUPPLY DUCT STATIC PRESSURE SET POINT WILL BE DYNAMICALLY RESET BASED ON ZONE COOLING DEMAND IN ORDER TO MAINTAIN THE CRITICAL ZONE TERMINAL UNIT DAMPER IN A POSITION BETWEEN 85% AND 95% OPEN. MINIMUM AND
MAXIMUM STATIC PRESSURE LIMITS, AS SET BY THE TEST & BALANCE CONTRACTOR, WILL BE ENFORCED AT ALL TIMES.
OUTSIDE AIR DAMPER CONTROL
THE OUTSIDE AIR DAMPER WILL BE CONTROLLED TO MAINTAIN THE REQUIRED MINIMUM OUTSIDE AIRFLOW, AS SENSED BY THE AIR MEASURING STATION.
IF THE ECONOMIZER FUNCTION IS DISABLED AND IF THE DISCHARGE AIR TEMPERATURE SENSOR HAS FAILED THE OUTSIDE AIR DAMPER WILL BE CLOSED.
IF THE UNIT IS OFF OR THE UNIT IS IN THE UNOCCUPIED MODE OR IF THE MIXED AIR TEMPERATURE SENSOR HAS FAILED, THE OUTSIDE AIR DAMPER WILL BE CLOSED AND AN ALARM SENT TO THE FACILITIES MANAGEMENT SYSTEM.
THE MINIMUM OUTSIDE AIRFLOW SETPOINT WILL BE DETERMINED USING ASHRAE STANDARD 62-89, EQUATION 6.1. THE VENTILATION FRACTION WILL BE CONTINUOUSLY CALCULATED FOR EACH VAV BOX. CONTINUOUSLY DETERMINE THE MAXIMUM ZONE VENTILATION FRACTION,
THE SUM OF THE OUTSIDE AIR REQUIREMENTS FOR ALL THE VAV BOXES AND THE TOTAL SUPPLY AIRFLOW. THIS INFORMATION WILL BE USED TO CALCULATE THE MINIMUM REQUIRED OUTSIDE AIRFLOW. THE MINIMUM REQUIRED OUTSIDE AIRFLOW SETPOINT WILL BE
REGULARLY RECALCULATED.
DEMAND CONTROL VENTILATION DURING OCCUPIED OPERATION
THE OUTSIDE AIR DAMPER WILL MODULATE TO MAINTAIN A DIFFERENTIAL OF NO MORE THAN 400 PPM BETWEEN THE RETURN AIR CO2 CONCENTRATION AND THE GLOBAL OUTDOOR AIR REFERENCE CO2 CONCENTRATION. IF THE OUTSIDE AIR DAMPER REMAINS IN THE 100% OPEN
POSITION FOR A PERIOD OF TWENTY MINUTES AND CO2 DIFFERENTIAL IS STILL ABOVE 400 PPM, A HIGH CO2 CONCENTRATION ALARM WILL BE GENERATED.
COIL FREEZE PROTECTION
WHEN THE OUTSIDE AIR TEMPERATURE IS LESS THAN THE CHANGEOVER SETPOINT, THE OUTSIDE AIR DAMPER WILL BE MODULATED BETWEEN THE MINIMUM REQUIRED AIRFLOW SETPOINT AND FULL OPEN POSITION TO MAINTAIN THE SUPPLY AIR TEMPERATURE AT THE COOLING
SUPPLY AIR TEMPERATURE SETPOINT.
THE OUTSIDE AIR DAMPER MAY BE MODULATED BELOW THE MINIMUM REQUIRED OUTSIDE AIRFLOW SETPOINT TO MAINTAIN THE MIXED AIR TEMPERATURE AT OR ABOVE THE MIXED AIR SETPOINT.
IF THE OUTSIDE AIRFLOW IS MODULATED BELOW ITS MINIMUM, AN ALARM WILL BE SENT TO THE FACILITIES MANAGEMENT SYSTEM INDICATING A MINIMUM VENTILATION FLOW FAILURE.
IF, AT ANY TIME, THE MIXED AIR TEMPERATURE FALLS BELOW 45° F, THE CHILLED WATER VALVE POSITION WILL BE TEMPORARILY GOVERNED BY A MINIMUM POSITION SETTING OF 50% OPEN POSITION TO PREVENT FREEZING.
IF, THE MIXED AIR TEMPERATURE CONTINUES TO FALL BELOW 35° F, A MANUAL RESET MIXED AIR LOW LIMIT WILL STOP THE SUPPLY FAN. AN ALARM WILL BE SENT TO THE FACILITIES MANAGEMENT SYSTEM INDICATING A LOW MIXED TEMPERATURE TEMPERATURE FAILURE.
SMOKE DETECTOR SHUTDOWN
DUCT-MOUNTED IONIZATION TYPE SMOKE DETECTOR (WIRED BY DIVISION 28, MOUNTED AND FURNISHED BY DIVISION 23), LOCATED IN THE RETURN AIR DUCT, DISABLES SUPPLY FAN. SMOKE DETECTORS REQUIRE MANUAL RESETTING IN ORDER TO RESTART SUPPLY FAN.
FILTER MAINTENANCE REMINDER
IF THE FILTER MAINTENANCE SWITCH CLOSES AT ANY TIME, A CORRESPONDING FILTER MAINTENANCE ALARM WILL BE GENERATED. AN ACKNOWLEDGEMENT OF THE FILTER MAINTENANCE ALARM, VIA THE BAS, WILL BE REQUIRED.
FAN(S) CONTROL
THE ASSOCIATED FAN(S) WILL BE INTERLOCKED VIA SOFTWARE WITH THE AHU SUCH THAT IT IS ENABLED WHENEVER THE AHU SUPPLY FAN IS ENABLED. IF THE FAN(S) FAILS TO START OR FAILS DURING NORMAL OPERATION, A SUPPLY, EXHAUST, OR TRANSFER AIR FAN FAILURE
ALARM WILL BE GENERATED.
SYSTEM ALARMS
SUPPLY FAN FAILURE
SUPPLY AIR TEMPERATURE SENSOR FAILURE
GENERAL TEMPERATURE CONTROL FAILURE
PRE-HEAT TEMPERATURE SENSOR FAILURE
PRE-HEAT CONTROL FAILURE
HIGH STATIC SHUT DOWN
HIGH HUMIDITY
HIGH CO2 CONCENTRATION
FREEZE PROTECTION ENABLED
FILTER MAINTENANCE REQUIRED
FAN(S) FAILURE (SELECT TYPE SUPPLY, EXHAUST, TRANSFER AIR)
ASSOCIATED UNITS
AHU-5
AHU-A-1
AHU-A-2
AHU-A-6
AHU-A-7
AHU-B-3
AHU-B-4
AHU-B-8
AHU-B-10
AHU-B-13
DPS
VPT1
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:24:08 PM1-C-M101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 -SEQUENCE OF OPERATION - 107-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONFORMED SET
251
DA1
N.C.
N.O.
AHU MANUFACTURER
DAMPERS BY
MIXING BOX
CONSTANT VOLUME AIR HANDLER
NOT TO SCALE FILTERO.S.A.
COIL
CLG
TV1
CHW VALVE
CHWR
CHWS
JB
RL1 CS1
TS1T
SUPPLY AIR
TEMPERATURE
SP1
STATIC
PRESSURE
PICKUP
T
TEMPERATURE
RETURN AIR
TS2
RETURN
AIR
H
DPS1
L
LL1
T
MIXED
AIR TEMP.
TS3
JB
VFD
H L
AMS1
JB RL2,3,4,5
EDH
JB
AH-3-4-STEP
AH-7-3-STEP CONTROLLER
DIGITAL WALL
DWC1
T
TS1 (AH-7 ONLY)
SEC. CHWS TEMP.
SEE DRAWING ?????????
UNIT CONTROL
MODULE
SEQUENCE OF OPERATION
BUILDING AUTOMATION SYSTEM INTERFACE
THE BUILDING AUTOMATION SYSTEM (BAS) WILL SEND THE AIR HANDLING UNIT (AHU) CONTROLLER OCCUPIED AND UNOCCUPIED COMMANDS. IF COMMUNICATION IS LOST WITH THE BAS, THE SYSTEM WILL
DEFAULT TO OCCUPIED OPERATION.
WHEN THE VARIABLE FREQUENCY DRIVE IS IN THE REMOTE MODE, BAS WILL START THE UNIT WHEN DIRECTED BY THE ADJUSTABLE TIME SCHEDULE. WHEN THE UNIT IS STARTED AS PROVEN BY CURRENT
STATUS SENSOR THE CONTROL SYSTEM WILL BE MADE OPERABLE.
WHEN THE UNIT IS STOPPED, THE CHILLED WATER VALVE WILL CLOSE, THE OUTSIDE AIR DAMPER WILL CLOSE AND THE RETURN AIR DAMPER WILL OPEN.
OCCUPIED MODE
DURING OCCUPIED PERIODS, THE SUPPLY FAN WILL RUN CONTINUOUSLY AND THE OUTSIDE AIR DAMPER WILL OPEN TO THE MAXIMUM OUTSIDE DAMPER SETPOINT. THE SUPPLY FAN SPEED WILL RUN AT A
CONSTANT SPEED. THE CHILLED WATER (CHW) CONTROL VALVE WILL MODULATE AS NEEDED TO MAINTAIN SUPPLY AIR TEMPERATURE AT SET POINT.
UNOCCUPIED MODE
UNOCCUPIED OPERATION WILL BE AVAILABLE FOR SERVICE PURPOSES ONLY VIA BAS USER COMMAND. THE SYSTEM WILL BE CONFIGURED FOR 24/7 OCCUPIED OPERATION, OTHERWISE. DURING
UNOCCUPIED PERIODS, THE AHU WILL BE DISABLED ENTIRELY.
SUPPLY AIR TEMPERATURE CONTROL
COOLING
DURING OCCUPIED OPERATION, THE CHW CONTROL VALVE WILL MODULATE AS REQUIRED TO MAINTAIN THE SUPPLY AIR TEMPERATURE AT SET POINT. THE INITIAL SUPPLY AIR TEMPERATURE SET POINT
WILL BE 52° F AND WILL BE ADJUSTABLE VIA THE BAS. IF THE SUPPLY AIR TEMPERATURE SENSOR FAILS, CONTROL WILL TRANSITION TO BEING BASED ON THE COOLING COIL LEAVING AIR TEMPERATURE AND
A SUPPLY AIR TEMPERATURE SENSOR FAILURE ALARM WILL BE GENERATED. IF THE COOLING COIL LEAVING AIR TEMPERATURE SENSOR ALSO FAILS, THE CHW CONTROL VALVE WILL MOVE TO THE 50%
OPEN POSITION AND A GENERAL TEMPERATURE CONTROL ALARM WILL BE GENERATED.
HEATING
DURING OCCUPIED OPERATION THE ELECTRIC RESISTANCE HEATER WILL STAGE ON AS REQUIRED TO MAINTAIN THE SPACE TEMPERATURE AT SET POINT. THE INITIAL SPACE TEMPERATURE SET POINT WILL
BE 68° F AND WILL BE ADJUSTABLE VIA THE BAS. IF THE SPACE TEMPERATURE SENSOR FAILS, CONTROL WILL TRANSITION TO BEING BASED ON THE COOLING COIL LEAVING AIR TEMPERATURE AND A SPACE
TEMPERATURE SENSOR FAILURE ALARM WILL BE GENERATED. IF THE COOLING COIL LEAVING AIR TEMPERATURE SENSOR ALSO FAILS, THE CHW CONTROL VALVE WILL MOVE TO THE 50% OPEN POSITION
AND A GENERAL TEMPERATURE CONTROL ALARM WILL BE GENERATED.
ECONOMIZER MODE
IF THE ECONOMIZER MODE IS IN OPERATION, BAS WILL FIRST OPEN THE OUTSIDE AIR DAMPER FULLY BEFORE THE CHILLED WATER VALVE IS ALLOWED TO OPEN.
THE SUPPLY AIR SETPOINT WILL BE RESET AS NEEDED DEPENDING ON THE TEMPERATURE OF THE SPACE AND SPACE SETPOINT. BAS WILL COMPARE SPACE TEMPERATURE AND SETPOINT PLUS OR MINUS
A DEADBAND AND RESET THE SUPPLY AIR TEMPERATURE SETPOINT ON AN OPERATOR ADJUSTABLE TIME INTERVAL TO CONTROL SPACE TEMPERATURE WITHIN THE DEADBAND. IF THE SPACE
TEMPERATURE IS ABOVE THE SPACE SETPOINT PLUS THE DEADBAND, THE SUPPLY AIR SETPOINT WILL BE RESET DOWN. IF THE SPACE TEMPERATURE IS BELOW THE SPACE SETPOINT MINUS THE
DEADBAND, THE SUPPLY AIR SETPOINT WILL BE RESET UP.
SPACE TEMPERATURE, AS SENSED BY DIGITAL WALL CONTROLLER WILL ENERGIZE THE ELECTRIC HEAT IN STEPS TO MAINTAIN THE DESIRED SPACE TEMPERATURE SETPOINT.
THE SETPOINT IS LIMITED BY THE USER-SET HIGH AND LOW LIMITS.
THE ADJUSTED SETPOINT WILL ONLY BE USED IF THE FAN HAS BEEN ON AT LEAST 20 MINUTES AND THE SETPOINT MODE HAS BEEN SET TO "AUTO". OTHERWISE, THE USER-SET MANUAL/STARTUP SETPOINT
IS USED.
HUMIDITY CONTROL
DURING OCCUPIED OPERATION, IF THE RETURN AIR RELATIVE HUMIDITY RISES ABOVE SET POINT, CHW VALVE CONTROL WILL TRANSITION TO BEING BASED ON COOLING COIL LEAVING AIR TEMPERATURE
AND THE SET POINT WILL BE DYNAMICALLY RESET DOWNWARD IN 1° F INCREMENTS EVERY FIVE MINUTES UNTIL RELATIVE HUMIDITY FALLS BELOW SET POINT. RESET WILL BE GOVERNED BY A MINIMUM
TEMPERATURE LIMIT OF 48° F. ONCE HUMIDITY HAS REMAINED BELOW SET POINT FOR A PERIOD OF TEN MINUTES, SUPPLY AIR TEMPERATURE SET POINT WILL RETURN TO NORMAL. IF THE CHW CONTROL
VALVE REMAINS IN THE 100% OPEN POSITION FOR A PERIOD OF TEN MINUTES AND RELATIVE HUMIDITY IS STILL ABOVE SET POINT, A HIGH HUMIDITY ALARM WILL BE GENERATED.
SUPPLY FAN CONTROL
THE SUPPLY FAN WILL OPERATE CONTINUOUSLY DURING OCCUPIED OPERATION AND WILL BE DISABLED DURING UNOCCUPIED OPERATION.
THE BAS WILL MONITOR THE OPERATIONAL STATUS OF THE SUPPLY FAN. IF THE SUPPLY FAN FAILS TO START OR FAILS DURING NORMAL OPERATION, A SUPPLY FAN FAILURE ALARM WILL BE GENERATED.
SYSTEM STATIC PRESSURE
SYSTEM PRESSURE AS SENSED BY DIFFERENTIAL PRESSURE SENSOR WILL BE CONTROLLED BY THE BAS. ON A DROP IN PRESSURE THE BAS WILL INCREASE THE SPEED OF THE VARIABLE FREQUENCY
DRIVE. ON A RISE IN PRESSURE, THE REVERSE WILL OCCUR. THE STATIC PRESSURE SETPOINT WILL BE OPERATOR ADJUSTABLE AND SET BY TEST AND BALANCE CONTRACTOR.
DEMAND CONTROL VENTILATION
DURING OCCUPIED OPERATION, THE OUTSIDE AIR DAMPER WILL MODULATE TO MAINTAIN A DIFFERENTIAL OF NO MORE THAN 400 PPM BETWEEN THE RETURN AIR CO2 CONCENTRATION AND THE GLOBAL
OUTDOOR AIR REFERENCE CO2 CONCENTRATION. IF THE OUTSIDE AIR DAMPER REMAINS IN THE 100% OPEN POSITION FOR A PERIOD OF TWENTY MINUTES AND CO2 DIFFERENTIAL IS STILL ABOVE 400 PPM, A
HIGH CO2 CONCENTRATION ALARM WILL BE GENERATED.
COIL FREEZE PROTECTION
IF, AT ANY TIME, THE MIXED AIR TEMPERATURE FALLS BELOW 40° F, THE CHILLED WATER VALVE POSITION WILL BE TEMPORARILY GOVERNED BY A MINIMUM POSITION SETTING OF 50% OPEN POSITION TO
PREVENT FREEZING.
IF, THE MIXED AIR TEMPERATURE CONTINUES TO FALL BELOW 35° F, A MANUAL RESET MIXED AIR LOW LIMIT WILL STOP THE SUPPLY FAN. AN ALARM WILL BE SENT TO THE FACILITIES MANAGEMENT SYSTEM
INDICATING A LOW MIXED TEMPERATURE TEMPERATURE FAILURE.
SMOKE DETECTOR SHUTDOWN
DUCT-MOUNTED IONIZATION TYPE SMOKE DETECTOR (WIRED BY DIVISION 28, MOUNTED AND FURNISHED BY DIVISION 23), LOCATED IN THE RETURN AIR DUCT, DISABLES SUPPLY FAN. SMOKE DETECTORS
REQUIRE MANUAL RESETTING IN ORDER TO RESTART SUPPLY FAN.
FILTER MAINTENANCE REMINDER
IF THE FILTER MAINTENANCE SWITCH CLOSES AT ANY TIME, A CORRESPONDING FILTER MAINTENANCE ALARM WILL BE GENERATED. AN ACKNOWLEDGEMENT OF THE FILTER MAINTENANCE ALARM, VIA THE
BAS, WILL BE REQUIRED.
FAN(S) CONTROL
THE ASSOCIATED FAN(S) WILL BE INTERLOCKED VIA SOFTWARE WITH THE AHU SUCH THAT IT IS ENABLED WHENEVER THE AHU SUPPLY FAN IS ENABLED. IF THE FAN(S) FAILS TO START OR FAILS DURING
NORMAL OPERATION, A SUPPLY, EXHAUST, OR TRANSFER AIR FAN FAILURE ALARM WILL BE GENERATED.
SYSTEM ALARMS
SUPPLY FAN FAILURE
SUPPLY AIR TEMPERATURE SENSOR FAILURE
GENERAL TEMPERATURE CONTROL FAILURE
PRE-HEAT TEMPERATURE SENSOR FAILURE
PRE-HEAT CONTROL FAILURE
HIGH STATIC SHUT DOWN
HIGH HUMIDITY
HIGH CO2 CONCENTRATION
FREEZE PROTECTION ENABLED
FILTER MAINTENANCE REQUIRED
FAN(S) FAILURE (SELECT TYPE SUPPLY, EXHAUST, TRANSFER AIR)
ASSOCIATED UNITS
AHU-7
AHU-8
AHU-9
AHU-10
AHU-A-5
AHU-B-5
AHU-B-6
AHU-B-7
AHU-B-12
DPS
VPT1
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:24:12 PM1-C-M102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 -SEQUENCE OF OPERATION - 207-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONFORMED SET
252
EDH
CONTROL DIAGRAM - DX SPLIT A/C UNITS CONTROL DIAGRAM - CHW FAN COIL CONTROL DIAGRAM - DX SPLIT A/C UNITS
**
DIGITAL CONTROLLER
NOT TO SCALE NOT TO SCALE NOT TO SCALE
SEQUENCE OF OPERATIONS
THE UNIT WILL BE STARTED AND STOPPED BY THE FACILITIES
MANAGEMENT SYSTEM THROUGH TERMINAL UNIT CONTROLLER
(TUC). WHEN THE STARTER IS IN THE AUTO MODE THE TUC WILL
START THE UNIT WHEN DIRECTED BY THE ADJUSTABLE TIME
SCHEDULE. WHEN THE UNIT IS STARTED AS PROVEN BY CURRENT
STATUS SENSOR, THE UNITS CONTROL SYSTEM WILL BE MADE
OPERABLE. WHEN THE UNIT IS STOPPED, THE CHILLED WATER
VALVE WILL CLOSE.
RETURN AIR TEMPERATURE, AS SENSED BY TEMPERATURE
SENSOR, WILL BE CONTROLLED BY TUC. ON A RISE IN
TEMPERATURE, TUC WILL MODULATE THE CHILLED WATER VALVE
OPEN TO THE COIL. ON A DROP IN TEMPERATURE, THE REVERSE
WILL OCCUR.
DIFFERENTIAL PRESSURE SWITCH IS PROVIDED TO INDICATE DIRTY
FILTERS TO THE FACILITIES MANAGEMENT SYSTEM.
SEQUENCE OF OPERATIONS
THE UNIT WILL BE STARTED AND STOPPED BY THE FACILITIES
MANAGEMENT SYSTEM THROUGH TERMINAL UNIT CONTROLLER
(TUC). WHEN THE STARTER IS IN THE AUTO MODE, TUC WILL START
THE UNIT WHEN THERE IS A CALL FOR HEATING OR COOLING.
SPACE TEMPERATURE, AS SENSED BY ROOM TEMPERATURE
SENSOR WILL BE CONTROLLED BY THE TUC. ON A RISE IN
TEMPERATURE, THE TUC WILL COMMAND THE CHILLED WATER
VALVE OPEN AND START THE FAN. ON A DROP IN TEMPERATURE,
THE REVERSE WILL OCCUR. ON A FURTHER DROP THE TUC WILL
START THE FAN, CLOSE THE CHILLED WATER VALVE AND ENERGIZE
THE ELECTRIC DUCT HEATER TO MAINTAIN SPACE TEMPERATURE.
DIFFERENTIAL PRESSURE SWITCH IS PROVIDED TO INDICATE DIRTY
FILTERS TO THE FACILITIES MANAGEMENT SYSTEM.
SEQUENCE OF OPERATIONS
TEMPERATURE SETPOINT
THE AHU CONTROLLER HAS TWO INTERNAL SPACE TEMPERATURE SETPOINTS
FOR THE MODE OF OPERATION.
THE DEFAULTS ARE AS FOLLOWS:
COOLING SETPOINT
OCCUPIED MODE 74ºF (23°C)
UNOCCUPIED MODE 82°F (27°C)
OCCUPIED MODE:
WHEN THE THERMOSTAT CALLS FOR OCCUPIED MODE, THE AHU FAN SHALL BE
ENABLED, THE MOTORIZED OUTSIDE AIR DAMPER SHALL OPEN TO PRESET
STETTING. THE AHU INTERNAL CONTROLS SHALL DETERMINE COOLING OR
HEATING NEEDED VIA AUTOMATIC CHANGEOVER THERMOSTAT. DEADBAND
SHALL BE ADJUSTABLE.
ON CALL FOR COOLING, AHU COMPRESSOR SHALL CYCLE ON TO MAINTAIN
THERMOSTAT SETPOINT (ADJUSTABLE). UPON SATISFACTION OF THERMOSTAT
SETPOINT, COMPRESSOR SHALL CYCLE OFF. AHU FAN SHALL RUN
CONTINUOUSLY DURING THE OCCUPIED TIME.
ON CALL FOR HEATING, AHU COMPRESSOR SHALL BE DISABLED. ELECTRIC
HEATING STAGES SHALL BE STAGED TO MAINTAIN THERMOSTAT SETPOINT
(ADJUSTABLE). UPON SATISFACTION OF THERMOSTAT SETPOINT, HEAT SHALL
DISABLE. AHU FAN SHALL RUN CONTINUOUSLY DURING THE OCCUPIED TIME.
UNOCCUPIED MODE:
WHEN THERMOSTAT CALLS FOR UNOCCUPIED MODE, MOTORIZED OUTSIDE AIR
DAMPER SHALL CLOSE FULLY. AHU SHALL DETERMINE COOLING OR HEATING
NEEDED VIA AUTOMATIC CHANGEOVER THERMOSTAT. DEADBAND SHALL BE
ADJUSTABLE.
ON CALL FOR COOLING, AHU HEATER(S) SHALL BE DISABLED. AHU FAN AND
COMPRESSOR SHALL CYCLE STAGES ON TO MAINTAIN THERMOSTAT SETPOINT
(ADJUSTABLE). UPON SATISFACTION OF THERMOSTAT SETPOINT, AHU FAN AND
COMPRESSOR SHALL CYCLE OFF.
ON CALL FOR HEATING, AHU COMPRESSOR SHALL BE DISABLED. AHU FAN
SHALL VARY AND HOT WATER HEATING VALVE SHALL MODULATE TO MAINTAIN
THERMOSTAT SETPOINT (ADJUSTABLE). UPON SATISFACTION OF THERMOSTAT
SETPOINT, AHU FAN VALVE SHALL CYCLE OFF.
CURRENT
SWITCH
C
STARTER
DI
T
SLKDO
STEPS OF CONTROL
EQUAL TO STAGES
OF CAPACITY
ELECT DUCT HEATER
UNIT CONTROL
MODULE FILTERR.A.
COIL
CLG
TV1
CHW VALVE
CHWR
CHWS
TS1T
SUPPLY AIR
TEMPERATURE
H
DPS1
L
T
TEMPERATURE
RETURN AIR
TS2
JB
JB
CS1
FILTERCOIL
CLG
TV1
CHW VALVE
CHWR
CHWS
TS1T
SUPPLY AIR
TEMPERATURE
H
DPS1
L
JB
JB
CS1
RL1
JBABA
O.S.A.
RS1
B
UNIT CONTROL
MODULE
ASSOCIATED UNITS
FCU-1
FCU-2
FCU-A (GREASE HOOD INTERLOCK)
FCU-B
ASSOCIATED UNITS
AHU-11
ASSOCIATED UNITS
DPSDPS
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:24:17 PM1-C-M103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 -SEQUENCE OF OPERATION - 307-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONFORMED SET
253
CONTROL DIAGRAM - PARALLEL FAN POWERED VAV BOX CONTROL DIAGRAM - SERIES FAN POWERED VAV BOX CONTROL DIAGRAM - VAV BOX CONTROL DIAGRAM - VAV BOX
DIGITAL CONTROLLER
AOAI AI
DIGITAL CONTROLLER
AOAI DO AI
DODOAOAI
DIGITAL CONTROLLER
AI DO
DIGITAL CONTROLLER
AI AO DO AI
*
*
*
* *
**
*
*
* *
**
*
*
**
* *
*
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
BI-DIRECTIONAL FLOATING CONTROL OR ANALOG CONTROL
PRIMARY
AIR
VAV BOX WITH
NO HEAT
MDP
T
SEQUENCE OF OPERATION
OCCUPIED-UNOCCUPIED SCHEDULE
THE VAV BOX'S OCCUPIED-UNOCCUPIED MODE OF OPERATION IS SET BY A
PREDEFINED TIME SCHEDULE.
TEMPERATURE SETPOINT
THE VAV BOX CONTROLLER HAS FOUR INTERNAL SPACE TEMPERATURE
SETPOINTS FOR TWO MODES OF OPERATION.
THE DEFAULTS ARE AS FOLLOWS:
COOLING SETPOINT HEATING SETPOINT
OCCUPIED MODE 74ºF (23°C) 70ºF (21°C)
UNOCCUPIED MODE 82°F (27°C) 62°F (17°C)
MODE OF OPERATION
OCCUPIED COOLING MODE
WHEN THE SPACE TEMPERATURE IS ABOVE THE COOLING OCCUPIED SETPOINT,
THE CONTROL IS SET TO THE COOLING MODE. THE VAV BOX DAMPER
MODULATES TO MAINTAIN THE CALCULATED VAV BOX COOLING AIRFLOW
SETPOINT. THE COOLING AIRFLOW SETPOINT IS RESET BETWEEN THE MINIMUM
AND MAXIMUM SETPOINTS TO MAINTAIN THE SPACE TEMPERATURE. THE
HEATING VALVE REMAINS CLOSED.
OCCUPIED HEATING MODE
WHEN THE SPACE TEMPERATURE IS BELOW THE HEATING OCCUPIED SETPOINT,
THE CONTROL IS SET TO THE HEATING MODE. THE VAV BOX DAMPER IS AT ITS
MINIMUM SETTING. AFTER A 5-MINUTE (ADJUSTABLE) TIME DELAY AND THE
TEMPERATURE CONTINUES FALL THE FIRST STAGE OF HEATING IS ENERGIZED.
STAGES ARE CONTINUED TO BE STAGED, AT 5-MINUTE INTERVALS
(ADJUSTABLE) AS REQUIRED TO MEET SPACE TEMPERATURE SETTING.
REVERSE SEQUENCE FOR DE-ENERGIZING HEATING STAGES.
NOTES:
CONTROLLER AND EXTERNAL ACTUATOR SHALL BE SUPPLIED BY EMCS VENDOR
AND SHALL BE INSTALLED AND WIRED BY THE VAV BOX MANUFACTURER
BEFORE SHIPMENT TO JOB SITE. THIS WORK INCLUDES TERMINATION OF
CONTROL VOLTAGE, FLOW PICKUP TUBES, HEATER STAGES AND MOUNTING OF
CONTROLLER AND EXTERNAL ACTUATOR.
SEQUENCE OF OPERATION
OCCUPIED-UNOCCUPIED SCHEDULE
THE VAV BOX'S OCCUPIED-UNOCCUPIED MODE OF OPERATION
IS SET BY A PREDEFINED TIME SCHEDULE.
TEMPERATURE SETPOINT
THE VAV BOX CONTROLLER HAS TWO INTERNAL SPACE
TEMPERATURE SETPOINTS FOR THE MODE OF OPERATION.
THE DEFAULTS ARE AS FOLLOWS:
COOLING SETPOINT
OCCUPIED MODE 74ºF (23°C)
UNOCCUPIED MODE 82°F (27°C)
MODE OF OPERATION
OCCUPIED COOLING MODE
WHEN THE SPACE TEMPERATURE IS ABOVE THE COOLING
OCCUPIED SETPOINT, THE CONTROL IS SET TO THE COOLING
MODE. THE VAV BOX DAMPER MODULATES TO MAINTAIN THE
CALCULATED VAV BOX COOLING AIRFLOW SETPOINT. THE
COOLING AIRFLOW SETPOINT IS RESET BETWEEN THE MINIMUM
AND MAXIMUM SETPOINTS TO MAINTAIN THE SPACE
TEMPERATURE.
NOTES:
CONTROLLER AND EXTERNAL ACTUATOR SHALL BE SUPPLIED
BY EMCS VENDOR AND SHALL BE INSTALLED AND WIRED BY THE
VAV BOX MANUFACTURER BEFORE SHIPMENT TO JOB SITE.
THIS WORK INCLUDES TERMINATION OF CONTROL VOLTAGE,
FLOW PICKUP TUBES, HEATER STAGES AND MOUNTING OF
CONTROLLER AND EXTERNAL ACTUATOR.
BI-DIRECTIONAL FLOATING CONTROL OR ANALOG CONTROL
ELEC. HEATER WITH AIR FLOW SWITCH AND FUSIBLE LINK SAFETIES.
PRIMARY
AIR
VAV BOX WITH
ELECTRIC HEAT
MDP T
STEPS OF CONTROL
EQUAL TO STAGES
OF CAPACITY
PRIMARY
ELEC. HEATER WITH AIR FLOW SWITCH AND FUSIBLE LINK SAFETIES.
BI-DIRECTIONAL FLOATING CONTROL OR ANALOG CONTROL
AIR
FAN
WITH ELECTRIC HEAT
PARALLEL FAN BOX
FILTER
BACK
DRAFT
ELEC.
HEAT
DP M
STEPS OF CONTROL
EQUAL TO STAGES
OF CAPACITY
T
PRIMARY
ELEC. HEATER WITH AIR FLOW SWITCH AND FUSIBLE LINK SAFETIES.
BI-DIRECTIONAL FLOATING CONTROL OR ANALOG CONTROL
AIR
SERIES FAN VAV BOX
WITH ELECTRIC HEAT
FILTER
FAN
ELEC.
HEAT
DP M
OF CAPACITY
STEPS OF CONTROL
EQUAL TO STAGES
T
SEQUENCE OF OPERATION
OCCUPIED-UNOCCUPIED SCHEDULE
THE VAV BOX'S OCCUPIED-UNOCCUPIED MODE OF OPERATION IS SET BY A
PREDEFINED TIME SCHEDULE.
THE FAN SHALL OPERATE CONTINUOUSLY.
TEMPERATURE SETPOINT
THE VAV BOX CONTROLLER HAS FOUR INTERNAL SPACE TEMPERATURE
SETPOINTS FOR TWO MODES OF OPERATION.
THE DEFAULTS ARE AS FOLLOWS:
COOLING SETPOINT HEATING SETPOINT
OCCUPIED MODE 74ºF (23°C) 70ºF (21°C)
UNOCCUPIED MODE 82°F (27°C) 62°F (17°C)
MODE OF OPERATION
OCCUPIED COOLING MODE
WHEN THE SPACE TEMPERATURE IS ABOVE THE COOLING OCCUPIED SETPOINT,
THE CONTROL IS SET TO THE COOLING MODE. THE VAV BOX DAMPER
MODULATES TO MAINTAIN THE CALCULATED VAV BOX COOLING AIRFLOW
SETPOINT. THE COOLING AIRFLOW SETPOINT IS RESET BETWEEN THE MINIMUM
AND MAXIMUM SETPOINTS TO MAINTAIN THE SPACE TEMPERATURE. THE
HEATING VALVE REMAINS CLOSED.
OCCUPIED HEATING MODE
WHEN THE SPACE TEMPERATURE IS BELOW THE HEATING OCCUPIED SETPOINT,
THE CONTROL IS SET TO THE HEATING MODE. THE VAV BOX DAMPER IS AT ITS
MINIMUM SETTING. AFTER A 5-MINUTE (ADJUSTABLE) TIME DELAY AND THE
TEMPERATURE CONTINUES FALL THE FIRST STAGE OF HEATING IS ENERGIZED.
STAGES ARE CONTINUED TO BE STAGED, AT 5-MINUTE INTERVALS
(ADJUSTABLE) AS REQUIRED TO MEET SPACE TEMPERATURE SETTING.
REVERSE SEQUENCE FOR DE-ENERGIZING HEATING STAGES.
NOTES:
CONTROLLER AND EXTERNAL ACTUATOR SHALL BE SUPPLIED BY EMCS VENDOR
AND SHALL BE INSTALLED AND WIRED BY THE VAV BOX MANUFACTURER
BEFORE SHIPMENT TO JOB SITE. THIS WORK INCLUDES TERMINATION OF
CONTROL VOLTAGE, FLOW PICKUP TUBES, HEATER STAGES AND MOUNTING OF
CONTROLLER AND EXTERNAL ACTUATOR.
SEQUENCE OF OPERATION
OCCUPIED-UNOCCUPIED SCHEDULE
THE VAV BOX'S OCCUPIED-UNOCCUPIED MODE OF OPERATION IS SET BY A
PREDEFINED TIME SCHEDULE.
THE FAN SHALL OPERATE AS FIRST STAGE OF HEATING.
TEMPERATURE SETPOINT
THE VAV BOX CONTROLLER HAS FOUR INTERNAL SPACE TEMPERATURE
SETPOINTS FOR TWO MODES OF OPERATION.
THE DEFAULTS ARE AS FOLLOWS:
COOLING SETPOINT HEATING SETPOINT
OCCUPIED MODE 74ºF (23°C) 70ºF (21°C)
UNOCCUPIED MODE 82°F (27°C) 62°F (17°C)
MODE OF OPERATION
OCCUPIED COOLING MODE
WHEN THE SPACE TEMPERATURE IS ABOVE THE COOLING OCCUPIED SETPOINT,
THE CONTROL IS SET TO THE COOLING MODE. THE VAV BOX DAMPER
MODULATES TO MAINTAIN THE CALCULATED VAV BOX COOLING AIRFLOW
SETPOINT. THE COOLING AIRFLOW SETPOINT IS RESET BETWEEN THE MINIMUM
AND MAXIMUM SETPOINTS TO MAINTAIN THE SPACE TEMPERATURE. THE
HEATING VALVE REMAINS CLOSED.
OCCUPIED HEATING MODE
WHEN THE SPACE TEMPERATURE IS BELOW THE HEATING OCCUPIED SETPOINT,
THE CONTROL IS SET TO THE HEATING MODE. THE VAV BOX DAMPER IS AT ITS
MINIMUM SETTING. AFTER A 5-MINUTE (ADJUSTABLE) TIME DELAY AND THE
TEMPERATURE CONTINUES FALL THE FAN SHALL ENERGIZE. AFTER A 5-MINUTE
(ADJUSTABLE) TIME DELAY AND THE TEMPERATURE CONTINUES THE FIRST
STAGE OF HEATING IS ENERGIZED. STAGES ARE CONTINUED TO BE STAGED, AT
5-MINUTE INTERVALS (ADJUSTABLE) AS REQUIRED TO MEET SPACE
TEMPERATURE SETTING. REVERSE SEQUENCE FOR DE-ENERGIZING HEATING
STAGES.
NOTES:
CONTROLLER AND EXTERNAL ACTUATOR SHALL BE SUPPLIED BY EMCS VENDOR
AND SHALL BE INSTALLED AND WIRED BY THE VAV BOX MANUFACTURER
BEFORE SHIPMENT TO JOB SITE. THIS WORK INCLUDES TERMINATION OF
CONTROL VOLTAGE, FLOW PICKUP TUBES, HEATER STAGES AND MOUNTING OF
CONTROLLER AND EXTERNAL ACTUATOR.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:24:22 PM1-C-M104PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 -SEQUENCE OF OPERATION - 407-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONFORMED SET
254
CONTROL DIAGRAM - SUPPLY FAN CONTROL DIAGRAM - EXHAUST FAN CONTROL DIAGRAM - EXHAUST FAN CONTROL DIAGRAM - EXHAUST FAN
DIGITAL CONTROLLERDIGITAL CONTROLLERDIGITAL CONTROLLER DIGITAL CONTROLLER
AI
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
SEQUENCE OF OPERATION
FAN START-STOP: EXHAUST FAN IS STARTED AND STOPPED THROUGH
THE BAS.
EF IS OPERATOR PROGRAMMABLE TO RUN ON TOD SCHEDULE, 365
INDIVIDUAL DAYS.
EF CAN BE ENERGIZED OR DE-ENERGIZED FROM OPERATOR TERMINAL.
CURRENT
SWITCH
C
H A
STARTER
STARTER
O
DO DI
SEQUENCE OF OPERATION
FAN START-STOP: EXHAUST FAN IS STARTED AND STOPPED THROUGH
BAS INTERLOCK.
EF IS TO OPERATE WHEN ASSOCIATED AHU IS ENERGIZED AND WILL
OPERATE CONTINUOUSLY UNTIL AHU IS DE-ENERGIZED.
EF CAN BE ENERGIZED OR DE-ENERGIZED FROM OPERATOR TERMINAL.
CURRENT
SWITCH
C
H A
STARTER
STARTER
O
DO DI
SEQUENCE OF OPERATION
FAN START-STOP: SUPPLY FAN IS STARTED AND STOPPED THROUGH
BAS INTERLOCK.
SF IS TO OPERATE WHEN ASSOCIATED AHU IS ENERGIZED AND WILL
OPERATE CONTINUOUSLY UNTIL AHU IS DE-ENERGIZED.
SF CAN BE ENERGIZED OR DE-ENERGIZED FROM OPERATOR TERMINAL.
CURRENT
SWITCH
C
H A
STARTER
STARTER
O
DO DI
SEQUENCE OF OPERATION
THE EXHAUST FAN WILL BE STARTED AND STOPPED BY THE ROOM
THERMOSTAT. ON A RISE IN ROOM TEMPERATURE THE BAS WILL START
THE FAN. ON A DROP IN TEMPERATURE, THE REVERSE WILL OCCUR.
EF IS OPERATOR PROGRAMMABLE TO RUN ON TOD SCHEDULE, 365
INDIVIDUAL DAYS.
EF CAN BE ENERGIZED OR DE-ENERGIZED FROM OPERATOR TERMINAL.
CURRENT
SWITCH
C
H A
STARTER
STARTER
O
DO DI
T
ASSOCIATED UNITS
EF-22
EF-8-B
EF-B-2
ASSOCIATED UNITS
EF-5 INTERLOCK AHU-10
EF-7 INTERLOCK AHU-7
EF-10 INTERLOCK AHU-10
EF-11 INTERLOCK AHU-A-1
EF-13 INTERLOCK AHU-10
EF-14 INTERLOCK AHU-B-7
EF-16 INTERLOCK AHU-B-8
EF-12 INTERLOCK AHU-B-7
ASSOCIATED UNITS
SF-1 INTERLOCK AHU-A-2
SF-3 INTERLOCK AHU-10
SF-4 INTERLOCK AHU-7
SF-5 INTERLOCK AHU-A-1
SF-6 INTERLOCK AHU-B-7
KSF-1 INTERLOCK 1ST FLR GREASE HOODS
ASSOCIATED UNITS
EF-6
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
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Offices in:
Florida
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A Full Service
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C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:24:26 PM1-C-M105PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 -SEQUENCE OF OPERATION - 507-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONFORMED SET
255
CONTROL DIAGRAM - WEST CHILLER PLANT
TRENDING/LOGGING
PROVIDE AN OPERATING STATUS REPORT FOR EACH CHILLER. THE REPORT(S) SHALL PROVIDE
THE FOLLOWING INFORMATION TO THE BAS:
- COMPRESSOR ON/OFF STATUS
- COMPRESSOR STARTS/RUN HOURS
- COMPRESSOR PHASE 1/2/3 PERCENT RLA - SEPARATE FOR EACH
COMPRESSOR
- COMPRESSOR CURRENT DRAW - RLA %
- ACTIVE CHILLER DIAGNOSTICS OR ALARMS
- LEAVING CHILLED WATER TEMPERATURE
- ENTERING CHILLED WATER TEMPERATURE
- EVAPORATOR FLOW RATE
-- CHILLED WATER SETPOINT
- REFRIGERANT TEMPERATURE EVAPORATOR/CONDENSER - SEPARATE
FOR EACH CIRCUIT
- OPERATING MODE
- CHILLER MODEL AND SERIAL NUMBER
- OUTSIDE AIR DRY BULB
- OUTSIDE AIR WET BULB
HOURLY LOGGING OF SYSTEM SHALL INCLUDE THE FOLLOWING POINTS:
- OUTSIDE AIR DRY BULB (OATDB)
- OUTSIDE AIR WET BULB (OATWB)
- SYSTEM CHILLED WATER SETPOINT
- SYSTEM CHILLED WATER SUPPLY
- SYSTEM CHILLED WATER RETURN TEMPERATURE
- OPERATING STATUS OF EACH CHILLER
- OPERATING STATUS OF SYSTEM PUMPS
HOURLY LOGGING OF CHILLER SHALL INCLUDE THE FOLLOWING:
- UNIT CHILLED WATER SETPOINT
- COMPRESSOR(S) RLA
- EVAPORATOR ENTERING WATER TEMP
- EVAPORATOR LEAVING WATER TEMP
- EVAPORATOR FLOW RATE
- EVAPORATOR APPROACH TEMP
FIVE-MINUTE LOGGING OF CHILLER SHALL INCLUDE THE FOLLOWING:
- UNIT CHILLED WATER SETPOINT
- COMPRESSOR(S) RLA
- EVAPORATOR ENTERING WATER TEMP
- EVAPORATOR LEAVING WATER TEMP
- EVAPORATOR FLOW RATE
OPERATOR INTERFACE
THE CHILLER PLANT CONTROL SYSTEM SHALL INCLUDE THE FOLLOWING OPERATOR
1. OPERATIONAL STATUS SCREEN TO INCLUDE:
- PREDICTIVE CHILLER ADDITION / SUBTRACTION STATUS MESSAGES
(I.E. “NEXT CHILLER WILL BE ADDED IF THE SYSTEM SUPPLY WATER TEMP
- INDIVIDUAL CHILLER FAILURE RESET
- ALL CHILLER FAILURE RESET
- MANUAL ADDITION OF CHILLER
- MANUAL SUBTRACTION OF CHILLER
- MANUAL ROTATION OF CHILLER SEQUENCE
2. SCREEN THAT ALLOWS EDITING OF THE FOLLOWING DATA (TO BE PERFORMED
WITHOUT ENTERING PROGRAM CODE EDITOR:
- SUPPLY WATER SETPOINT
- SYSTEM SOFT LOADING PARAMETERS
- CHILLER ADDITION PARAMETERS
- CHILLER SUBTRACTION PARAMETERS
- AUTO ROTATION PARAMETERS
- ALARM HANDLING SETUP
- SECURITY SETUP
3. INDIVIDUAL CHILLER GRAPHIC(S) TO INCLUDE ALL DATA LISTED ON THE
SUPPLEMENTARY CHILLER SYSTEM POINT LIST, INCLUDING:
- CHILLER NAME
- CHILLER OPERATING MODE
- CHILLED WATER SETPOINT
- CHILLER RLA %
- ENTERING CHILLER WATER TEMPERATURE
- LEAVING CHILLED WATER TEMPERATURE
- EVAPORATOR FLOW STATUS
INTERFACE ELEMENTS:
EXCEEDS 44.5 DEGREES FOR 10 MINUTES.”)
SEQUENCE OF OPERATION
SYSTEM DESCRIPTION - GENERAL:
THE CURRENT CHILLED WATER SYSTEM CONSISTS OF (3) AIR COOLED CHILLERS PIPED IN PRIMARY-SECONDARY PRIMARY PUMPING CONFIGURATION, (3) CONSTANT FLOW PRIMARY PUMPS
DEDICATED TO A SINGLE CHILLER, AND (2) VARIABLE VOLUME CHILLED WATER DISTRIBUTION PUMPS. THE CHILLER PLANT CONTROL SYSTEM SHALL HAVE A FULLY EDITABLE USER INTERFACE
SET-UP VIA POINT AND CLICK ON A STANDARD WINDOWS SCREEN.
IT SHALL NOT REQUIRE SPECIAL SOFTWARE TOOLS OR A BUILDING AUTOMATION SYSTEM TECHNICIAN TO OPERATE. THE CHILLER CONTROL SYSTEM SHALL BE UPGRADEABLE TO 4 CHILLER
OPERATION WITHOUT ADDITIONAL SOFTWARE OR HARDWARE NOT SPECIFIC TO THE 4TH CHILLER.
THE DESIGN SYSTEM CHILLED WATER SETPOINT SHALL BE 42 DEGREES F, EDITABLE BY THE OPERATOR.
SYSTEM START/STOP:
THE CHILLED WATER SYSTEM SHALL START IN RESPONSE TO A BINARY SIGNAL FROM THE BAS. UPON THE START OF THE CHILLED WATER SYSTEM, THE CHILLER PLANT CONTROL SYSTEM SHALL
AUTOMATICALLY START TREND LOG REPORTS AS INDICATED IN THE TRENDING/LOGGING SECTION.
CHILLER OPERATION:
THE CHILLER PLANT CONTROL SYSTEM WILL START AND STOP THE CHILLED WATER PUMPS AND CHILLERS BASED UPON SYSTEM LOAD. WHEN THE CHILLED WATER SYSTEM IS ENABLED THE
CHILLER PLANT CONTROL SYSTEM SHALL:
1. THE LEAD SECONDARY LOOP CHILLED WATER DISTRIBUTION PUMP IN THE SEQUENCE SHALL BE STARTED.
2. THE CHILLED WATER PUMP SHALL BE CONTROLLED TO MAINTAIN THE DESIGN DIFFERENTIAL PRESSURE SETPOINT FOR THE SYSTEM AS MEASURED BY DIFFERENTIAL PRESSURE TRANSMITTER.
3. IN THE EVENT THAT THE LEAD SECONDARY LOOP PUMP FAILS, THE BACKUP PUMP WILL BE STARTED AND AN ALARM WILL BE SENT TO THE FACILITIES MANAGEMENT SYSTEM.
4. WHEN THE DIFFERENTIAL PRESSURE OF THE SECONDARY LOOP CHILLED WATER SYSTEM IS WITHIN TWO PSI OF SETPOINT, THE LEAD CHILLER IN THE PRIMARY LOOP SYSTEM WILL BE STARTED.
5. SEND AN ENABLE SIGNAL TO THE LEAD CHILLER.
6. OPEN THE CHILLER EVAPORATOR CONTROL VALVE.
7. WHEN THE CONTROL VALVE IS CONFIRMED TO BE 100% OPEN, THE ASSOCIATED CHILLED WATER PRIMARY LOOP PUMP SHALL BE STARTED.
8. UPON CONFIRMATION OF EVAPORATOR WATER FLOW BY BOTH THE PRIMARY PUMP CURRENT SENSOR AND CHILLER FLOW SWITCH. THE CHILLER SHALL ENERGIZE AND OPERATE UNDER ITS
INTERNAL CONTROLS.
9. IN THE EVENT THAT THE LEAD CHILLER OR ITS PUMP FAILS, THE NEXT CHILLER IN THE ROTATION WILL BE STARTED AND AN ALARM WILL BE SENT TO THE FACILITIES MANAGEMENT SYSTEM.
10. UPON THE START OF EACH CHILLER, THE CHILLER PLANT CONTROL SYSTEM SHALL AUTOMATICALLY START CHILLER SPECIFIC TREND LOG REPORTS AS INDICATED IN THE TRENDING/LOGGING
SECTION.
THE ADDITION AND SUBTRACTION OF CHILLERS WILL BE BASED ON THE RETURN WATER TEMPERATURE AND THE FLOW IN THE BY-PASS AS SENSED BY BI-DIRECTIONAL FLOW METER. WHEN THE
SECONDARY CHILLED WATER TEMPERATURE IS ABOVE SETPOINT (55°F - ADJUSTABLE) AND THE BY-PASS WATER FLOW IS AT A DEFICIT OF 200 GPM (ADJUSTABLE) FOR 15 MINUTES, THE NEXT CHILLER
WILL START. BEFORE THE NEXT CHILLER IS ADDED, AN ADJUSTABLE TIME-DELAY WILL PASS. WHEN THE SECONDARY CHILLED WATER RETURN TEMPERATURE IS BELOW SETPOINT (52°F -
ADJUSTABLE) AND THE BY-PASS WATER FLOW IS AT A SURPLUS OF 200 GPM (ADJUSTABLE) FOR 15 MINUTES, THE LAST CHILLER STARTED, WILL BE STOPPED.
SYSTEM SOFT START:
THE CHILLER PLANT CONTROL SYSTEM WILL INITIATE A “SOFT START” MODE WHENEVER THE SYSTEM CHILLED WATER TEMPERATURE EXCEEDS THE SPECIFIED CHILLED WATER SYSTEM SETPOINT
BY 20 DEGREES F AT SYSTEM START-UP.
THE CHILLER PLANT CONTROL APPLICATION WILL ADD COOLING CAPACITY DURING SOFT START MODE ONLY IF RETURN WATER TEMPERATURE IS NOT DECLINING AT A RATE OF AT LEAST 0.5
DEGREES F PER MINUTE. THIS PREVENTS THE UNNECESSARY OPERATION OF CHILLERS AND LIMITS SYSTEM ELECTRICAL DEMAND DURING CHILLED WATER LOOP PULL DOWN.
AUTOMATIC ROTATION OF CHILLERS WITH DEDICATED PUMPS AND SECONDARY LOOP PUMPS:
CHILLER ROTATION SHALL BE INITIATED BASED ON AN OPERATOR ENTERED DAY INTERVAL OR BY THE CYCLING OF A BINARY POINT.
THE METHOD OF SEQUENCE SHALL BE OPERATOR SELECTABLE. CHILLER CYCLING CAUSED BY NORMAL SYSTEM LOAD FLUCTUATIONS SHALL CAUSE THE CHILLERS TO CHANGE ROTATION
SEQUENCE OR AT THE OPERATOR'S OPTION CHILLERS MAY BE FORCED INTO THE NEW ROTATION SEQUENCE AT THE TIME OF SEQUENCE CHANGE.
SECONDARY LOOP PUMP ROTATION SHALL BE INITIATED BY A SCHEDULE OR BY THE CYCLING OF A BINARY POINT.
DIAGNOSTICS/PROTECTION:
THE BUILDING AUTOMATION SYSTEM SHALL BE ABLE TO ALARM FROM ALL SENSED POINTS AND DIAGNOSTIC ALARMS MONITORED BY THE CHILLER CONTROLLER.
DEMAND LIMITING:
AS PART OF THE DEMAND LIMITING SCHEME ON THE BUILDING, THE CHILLER PLANT CONTROL SYSTEM SHALL BE ABLE TO MONITOR AND REDUCE PEAK POWER DEMAND THROUGH THE LIMITING
OF CHILLER CURRENT DRAW.
DIFFERENTIAL PRESSURE CONTROL & PUMP OPTIMIZATION
WHEN THE CHW SYSTEM IS IN OPERATION, SECONDARY LOOP PUMP SPEED CONTROL WILL BE BASED ON THE TOTAL SYSTEM DIFFERENTIAL PRESSURE READING VIA THE SENSOR MOUNTED IN
THE MECHANICAL ROOM. THE ACTIVE DIFFERENTIAL PRESSURE SET POINT WILL BE DYNAMICALLY RESET, BASED ON READINGS FROM THE REMOTE DIFFERENTIAL PRESSURE SENSORS LOCATED
THROUGHOUT THE CAMPUS, TO MAINTAIN THE CRITICAL ZONE AHU CHW CONTROL VALVE IN A POSITION BETWEEN 85% AND 95% OPEN.
EVAPORATOR ISOLATION VALVE TIMING CONTROL
WHEN A CHILLER IS ENABLED, THE ASSOCIATED EVAPORATOR ISOLATION VALVE WILL OPEN, THEN THE DEDICATED PUMP WILL ENERGIZE. WHEN A CHILLER IS DISABLED, THE REVERSE WILL
OCCUR. THE BAS WILL MONITOR THE LOCAL HARDWIRED CHW PUMP REQUEST OUTPUT OF EACH CHILLER AND TIME THE OPENING AND CLOSING OF THE RESPECTIVE VALVE ACCORDINGLY.
CHILLED WATER SYSTEM ENERGY DASHBOARD
THE BAS USER INTERFACE WILL INCLUDE A CUSTOM CHILLED WATER ENERGY USAGE DASHBOARD. THE DASHBOARD WILL DISPLAY HISTORICAL ENERGY USAGE TREND DATA IN A GRAPHICAL
FORMAT DESIGNED TO PROVIDE THE OPERATOR WITH A REAL TIME SNAPSHOT OF THE SYSTEM'S OPERATIONAL EFFICIENCY. VALUES TO BE DISPLAYED INCLUDE THE FOLLOWING.
AVERAGE PRIMARY LOOP CHW SUPPLY TEMPERATURE (°F)
AVERAGE PRIMARY LOOP CHW SYSTEM TEMPERATURE DELTA (°F)
AVERAGE SECONDARY LOOP CHW SUPPLY TEMPERATURE (°F)
AVERAGE SECONDARY LOOP CHW SYSTEM TEMPERATURE DELTA (°F)
AVERAGE SYSTEM LOAD (CHILLER TONNAGE, BTU/HR)
AVERAGE CHILLER EFFICIENCY (KW/TON)
TOTALIZED ENERGY USAGE OF CHW SYSTEM FOR THE CURRENT MONTH (CHILLERS + PUMPS)
OPERATIONAL RUNTIME OF EACH CHILLER (HOURS)
OPERATIONAL RUNTIME OF EACH SECONDARY LOOP PUMP (HOURS)
NOT TO SCALE
CHILLER #1
O
O
L
N
T
R
C
P
L
A
E
N
FS BY
MFGR.T TS3
P-3
C
S
3
FSLO
L
CHILLER #2
PO
NT
RE
NA
C
BY
MFGR.TS4T
4
C
S
P-4
CHWR
CHWS
CHILLER #3TN
OL
L
RE
OP
NA
C
FS MFGR.
BY
TS5T
P-5
5
S
C
CHILLER #4
L
OL
R
T
E
N
N
O
A
P
C
FS MFGR.
BY
TS6T
S
6
C
P-6
T TS7
FM
FM1
JB
P-1
RL1
P-1
CS1
P-2
RL2CS2
JB
VFD VFD
P-2
T
TS2
TS1
T
JB
DPT
(RL3,4)
TX1
(RL3,4)
TX2
TX3
(RL3,4)
TX4
(RL3,4)
6"
WIRE TO TX (AH-7)
OUTSIDE OF
AH-6 & M.E.R.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:24:30 PM1-C-M106PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 -SEQUENCE OF OPERATION - 607-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONFORMED SET
256
AH-5
FB-5
SD
D
A
BCMATCHLINEMATCHLINE 500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:24:37 PM1-C-M107PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 1STFLOOR - 107-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS NEW SHEET ADDED2
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M107
1-C-M108
1-C-M109 1-C-M110
1-C-M111
1-C-M112
1-C-M113
1-C-M114
1-C-M115
1-C-M116
1-C-M117
CONFORMED SET
257
EF
B-4
AH-5
SP-2
AHU
B-10
VAV-12-1
VAV-12-5
VAV-12-4
VAV-12-3
VAV-12-2
TT
T
T
T
SD
SD
B22DABCB19B18MATCHLINEMATCHLINEMATCHLINEMATCHLINEMATCHLINEMATCHLINE 500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:24:44 PM1-C-M108PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 1STFLOOR - 207-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS NEW SHEET ADDED2
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M107
1-C-M108
1-C-M109 1-C-M110
1-C-M111
1-C-M112
1-C-M113
1-C-M114
1-C-M115
1-C-M116
1-C-M117
CONFORMED SET
258
UP
UNK
FB-4
AH-4
SP-1
VAV-12-5
VAV-12-9
VAV-12-8
VAV-12-7
VAV-12-6
EF-6
CH-1
CH-2
CH-3
PP-1
PP-2
PP-3
T
T
T
T
T
T
SD
SD
EBA EBB EBC EBD EBE EBF EBG
B21
B22
BH
BJ
BF
BE
D
B
C
B20
BE1
C1
C3
C14
CA CB
CC
CD
CE
C4
AE33
BH.1
BH.2
BH.3
C2
BH.05
SW28
MATCHLINEMATCHLINEMATCHLINEMATCHLINE
MATCHLINE MATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:24:51 PM1-C-M109PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 1STFLOOR - 307-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS NEW SHEET ADDED2
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONTROLS FOR THIS AREA ARE
COVERED UNDER THE PHASE 2
DRAWINGS
1-C-M107
1-C-M108
1-C-M109 1-C-M110
1-C-M111
1-C-M112
1-C-M113
1-C-M114
1-C-M115
1-C-M116
1-C-M117
CONFORMED SET
259
VAV-1
-
VAV-2
-
VAV-3
-
VAV-4
-
VAV-5
-
VAV-7
-
AHU-11
AHU
B-13
AHU
B-12
VAV-6
-
EF
B-1
FB-13 FB-12
EF
B-2
EDH-B-12
OA DUCT
T T
T
T
T
T
B21
B16 B15 B14 B13 B12
B22
BH
BJ
BF
BE
D B17
A
BCB19
B20
B18
BE1
BH.1
BH.2
BH.3
BH.05
SW28
MATCHLINEMATCHLINEMATCHLINEMATCHLINE
MATCHLINEMATCHLINE MATCHLINE MATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:24:58 PM1-C-M110PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 1STFLOOR - 407-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS NEW SHEET ADDED2
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONTROLS FOR THIS AREA IS
COVERED UNDER THE PHASE 2
DRAWINGS
1-C-M107
1-C-M108
1-C-M109 1-C-M110
1-C-M111
1-C-M112
1-C-M113
1-C-M114
1-C-M115
1-C-M116
1-C-M117
CONFORMED SET
260
B16 B15 B14 B13
B12
D
B17
A
B
C
B19
K
BK.7
B18
BE2
BE5
BE8
BE4
BE6
BE7
BE3
BE9
BE10
C31 C32 C33 C34 C36 C37
C3A
C3B
C3C
C3D
C3E
MATCHLINEMATCHLINE MATCHLINE
MATCHLINEMATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:25:08 PM1-C-M111PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 1STFLOOR - 507-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS NEW SHEET ADDED2
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONTROLS FOR THIS
AREA ARE COVERED
UNDER THE PHASE 1
DRAWINGS
1-C-M107
1-C-M108
1-C-M109 1-C-M110
1-C-M111
1-C-M112
1-C-M113
1-C-M114
1-C-M115
1-C-M116
1-C-M117
CONFORMED SET
261
KSF
1
GEF-1
ON ROOF
BH
BJ
BF
BE
B11 B10 B9
BE1
B8 B7
BH.1
BH.2
BH.3
B6 CB2CB1 CB3
CBA
BH.05
SW28
MATCHLINE MATCHLINEMATCHLINE MATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:25:14 PM1-C-M112PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 1STFLOOR - 607-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS NEW SHEET ADDED2
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONTROLS FOR THIS
AREA ARE COVERED
UNDER THE PHASE 1
DRAWINGS
1-C-M107
1-C-M108
1-C-M109 1-C-M110
1-C-M111
1-C-M112
1-C-M113
1-C-M114
1-C-M115
1-C-M116
1-C-M117
CONFORMED SET
262
2"(MIN.) BUIL D ING D IM.3/8"LO W FLO AT ING CLI PBEAR I NG P L AT E PA RA PE T R AK E CL EA T LO W R AK E S UP P OR T A N GL E COUN TE R FL AS HTR I- BEAD T A PE S EA LE R PA RA P ET R A KE FL AS H ING WAL LPA RA PE TUR ET HA NE SE AL AN T@ 2 4" O. C.[HW - 7 71 2]TR I- BEAD T A PE S EA LE R(N OT BY MB CI)(N OT BY MB CI)(C EN TE R I N SL OT )WOO D BL O CKI N G ST RU CT UR A L AN GL EME TA L D ECK(N OT BY MB CI)(M IN. 22 GA . TH I CKNE SS )VA PO R BAR R IER (N OT BY MB CI)SU PE RL OK PA NE L (F IELD CU T AN D BEND UP 2" )FIEL D S AW CUTSCRE W [ FA S TE N ER # 1 5_]14 - 13 x _ __ DE C K (2 P ER CL IP)[HW - 5 4_][FL- 3 41][FL- 2 85][HW - 50 4][FL- 2 91][HW - 23 0] [HW - 7 50 0](PR E- DR IL L HOLE )[HW - 50 4]@ 2 4" O. C.@ 2 4" O. C.@ 2 4" O .C . (P RE - D RILL A NG LE )2" x 4" x 1 4 GA .RA KE A N GL E(N OT BY MB CI)RIGI D INS U LA T ION 1/ 4- 14 x 1 1 /4 L ONG - L IFE SE LF - D RIL LE R W/W AS HE R[FA ST EN ER # 1E ]1/ 4 x 1 1/ 4 M AS O NR Y AN CHOR [ F AS TE NE R # 11 ]1/ 4- 1 4 x 1 1 /4 SH OUL DE RTE K 2 S EL F- DR IL LE R [FA ST EN ER # 5]10 - 1 2 x 1 PA N CA K E H EA D SEL F- TA PP ER [ FA ST EN ER # 13 ]
No. 10 x 1-1/2 " F HW S, Ph il li ps ( F actory Provi ded)1 54_1_25 PEMKO3/4"
FASTENER SEQUENCE @ ENDLAP
PANEL INSTALLATION SEQUENCE
(NOT BY MBCI)
5/8" PLYWOOD (MIN.)ULTRA-DEK PANEL
(PRE-PUNCHED)ULTRA-DEK PANEL
(PRE-PUNCHED)MOISTURE BARRIER
(NOT BY MBCI)
(2) PER CLIP
LOW SLIDING CLIP [HW-2102]
[HW-7760] 24" PANEL
[HW-7769] 18" PANEL
BACKUP PLATE(2) PER ENDLAP
[HW-7761] 12" PANEL
(6) PER 24" PANEL
(5) PER 18" PANEL
(4) PER 12" PANEL
1 1/2"
NOTE:APPLY TRI-BEAD TAPE SEALER
OVER THE NOTCHED PORTIONOF THE MALE LEGS
CONT. ACROSS PANEL OVER
TRI-BEAD TAPE SEALER [HW-504]
PRE-PUNCHED HOLES
(2) PER ENDLAP
7
13
5
68
24
@ TRAPEZOIDS
(6) PER ENDLAP
LOWER PANEL
(2) PER ENDLAP
(6) PER ENDLAPUPPER PANEL
VISE GRIPLOCKING PLIERS
R3"
3/8"
4"7"
JRE
JRE
14-10 x 1 'TYPE A'
SELF-TAPPER W/WASHER
[FASTENER #18]
12
1/4-14 x 5/8 LONG-LIFE
W/WASHER[FASTENER #46]
'TYPE B' SELF-TAPPER
1/4-14 x 1 1/4 LONG-LIFE
SELF-DRILLER W/WASHER
[FASTENER #1E]
1/4-14 x 1 1/4 LONG-LIFE
SELF-DRILLER W/WASHER
[FASTENER #1E]
1/4-14 x 5/8 LONG-LIFE
W/WASHER[FASTENER #46]
'TYPE B' SELF-TAPPER
1/4-14 x 1 1/4 LONG-LIFE
SELF-DRILLER W/WASHER
[FASTENER #1E]1/4-14 x 5/8 LONG-LIFE
W/WASHER[FASTENER #46]
'TYPE B' SELF-TAPPER
TRI-BEAD TAPE SEALER
[HW-504]
3/4"
FASTENER SEQUENCE @ ENDLAP
PANEL INSTALLATION SEQUENCE
(NOT BY MBCI)
5/8" PLYWOOD (MIN.)ULTRA-DEK PANEL
(PRE-PUNCHED)ULTRA-DEK PANEL
(PRE-PUNCHED)MOISTURE BARRIER
(NOT BY MBCI)
(2) PER CLIP
LOW SLIDING CLIP [HW-2102]
[HW-7760] 24" PANEL
[HW-7769] 18" PANEL
BACKUP PLATE(2) PER ENDLAP
[HW-7761] 12" PANEL
(6) PER 24" PANEL
(5) PER 18" PANEL
(4) PER 12" PANEL
1 1/2"
NOTE:APPLY TRI-BEAD TAPE SEALER
OVER THE NOTCHED PORTIONOF THE MALE LEGS
CONT. ACROSS PANEL OVER
TRI-BEAD TAPE SEALER [HW-504]
PRE-PUNCHED HOLES
(2) PER ENDLAP
7
13
5
68
24
@ TRAPEZOIDS
(6) PER ENDLAP
LOWER PANEL
(2) PER ENDLAP
(6) PER ENDLAPUPPER PANEL
VISE GRIPLOCKING PLIERS
R3"
3/8"
4"7"
JRE
JRE
14-10 x 1 'TYPE A'
SELF-TAPPER W/WASHER
[FASTENER #18]
12
1/4-14 x 5/8 LONG-LIFE
W/WASHER[FASTENER #46]
'TYPE B' SELF-TAPPER
1/4-14 x 1 1/4 LONG-LIFE
SELF-DRILLER W/WASHER
[FASTENER #1E]
1/4-14 x 1 1/4 LONG-LIFE
SELF-DRILLER W/WASHER
[FASTENER #1E]
1/4-14 x 5/8 LONG-LIFE
W/WASHER[FASTENER #46]
'TYPE B' SELF-TAPPER
1/4-14 x 1 1/4 LONG-LIFE
SELF-DRILLER W/WASHER
[FASTENER #1E]1/4-14 x 5/8 LONG-LIFE
W/WASHER[FASTENER #46]
'TYPE B' SELF-TAPPER
TRI-BEAD TAPE SEALER
[HW-504]
3/4"
FASTENER SEQUENCE @ ENDLAP
PANEL INSTALLATION SEQUENCE
(NOT BY MBCI)
5/8" PLYWOOD (MIN.)ULTRA-DEK PANEL
(PRE-PUNCHED)ULTRA-DEK PANEL
(PRE-PUNCHED)MOISTURE BARRIER
(NOT BY MBCI)
(2) PER CLIP
LOW SLIDING CLIP [HW-2102]
[HW-7760] 24" PANEL
[HW-7769] 18" PANEL
BACKUP PLATE(2) PER ENDLAP
[HW-7761] 12" PANEL
(6) PER 24" PANEL
(5) PER 18" PANEL
(4) PER 12" PANEL
1 1/2"
NOTE:APPLY TRI-BEAD TAPE SEALER
OVER THE NOTCHED PORTIONOF THE MALE LEGS
CONT. ACROSS PANEL OVER
TRI-BEAD TAPE SEALER [HW-504]
PRE-PUNCHED HOLES
(2) PER ENDLAP
7
13
5
68
24
@ TRAPEZOIDS
(6) PER ENDLAP
LOWER PANEL
(2) PER ENDLAP
(6) PER ENDLAPUPPER PANEL
VISE GRIPLOCKING PLIERS
R3"
3/8"
4"7"
JRE
JRE
14-10 x 1 'TYPE A'
SELF-TAPPER W/WASHER
[FASTENER #18]
12
1/4-14 x 5/8 LONG-LIFE
W/WASHER[FASTENER #46]
'TYPE B' SELF-TAPPER
1/4-14 x 1 1/4 LONG-LIFE
SELF-DRILLER W/WASHER
[FASTENER #1E]
1/4-14 x 1 1/4 LONG-LIFE
SELF-DRILLER W/WASHER
[FASTENER #1E]
1/4-14 x 5/8 LONG-LIFE
W/WASHER[FASTENER #46]
'TYPE B' SELF-TAPPER
1/4-14 x 1 1/4 LONG-LIFE
SELF-DRILLER W/WASHER
[FASTENER #1E]1/4-14 x 5/8 LONG-LIFE
W/WASHER[FASTENER #46]
'TYPE B' SELF-TAPPER
TRI-BEAD TAPE SEALER
[HW-504]
2"(MIN.)
B
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F
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1
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1
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[HW-230]
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@ 24" O.
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4
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1
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H
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A
S
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OPTION: IF WOOD NA
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A
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4.2.3.1.NOTES:
BUR-7SMULTIPLE-PL
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ME
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.
C
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[51
m
m
]
W
I
D
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C
L
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C
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L
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(SEE TA
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C
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SH
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T
M
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T
A
L
C
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T
E
RF
L
A
S
HIN
G
.
)
(NOT SH
O
WN
F
O
R
C
L
A
RI
T
Y
)COVERBOARD
I
N
SU
L
A
T
IO
N
THERMA
L
I
NS
U
L
A
T
IO
NROOF DECKWOOD CANT
F
A
ST
E
N
E
D
T
O
NA
I
L
E
RSBE
V
E
L
C
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T
T
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WOO
D
CU
R
B
TO DRA
I
N
No. 10 x 1-1/2 " F HW S, Ph il li ps( F actory Provi ded)1 56_5_8 5
PEMKO
B8-26
-
B8-25
-
EXIST
GREASE HOOD
FCU-1
EDH-FCU-1
FCU-A
EDH-FCU-A
EDH
AHU-8
EDH
AHU-9
T
T
T
K
BK.7
B11 B10 B9
BE2
BE5
BE8
BE4
BE6
BE7
BE3
BE9
BE10
C38 C40
C3A
C3B
C3C
C3D
C3E
B8 B7 B6 CB2CB1 CB3
CBB
CBC
CBD
MATCHLINE MATCHLINE
MATCHLINEMATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:25:22 PM1-C-M113PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 1STFLOOR - 707-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS NEW SHEET ADDED2
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M107
1-C-M108
1-C-M109 1-C-M110
1-C-M111
1-C-M112
1-C-M113
1-C-M114
1-C-M115
1-C-M116
1-C-M117
CONFORMED SET
263
5'-0 1/4"5'-0 1/4
"5'-0 1/4
"5'-0 1/4
"
0'-0"0'-0"5'-0 1/4"5'-0 1/4
"
0'-0"0'-0"BOS BOSBOS BOSBOS BOS BOS BOSBOS BOS
AHU
A-8
A-8-18
-
AHU
B-6
A-8-14
-
AHU
B-7
EF
8-A
EXIST
EF-10
SF
6
EF-12
ON ROOF
T
BH
BF
BE
BH.1
BH.2
BH.3
B5 B4CB4 CB5
CBA
BH.05
SW28
MATCHLINE MATCHLINEMATCHLINE MATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:25:31 PM1-C-M114PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 1STFLOOR - 807-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS NEW SHEET ADDED2
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONTROLS FOR THIS AREA ARE
COVERED UNDER THE PHASE 1
DRAWINGS
1-C-M107
1-C-M108
1-C-M109 1-C-M110
1-C-M111
1-C-M112
1-C-M113
1-C-M114
1-C-M115
1-C-M116
1-C-M117
CONFORMED SET
264
A-12-9
-
A-8-15
-
B8-24
-
B8-23
-
B8-22
-
B8-21
-A-8-16
-
A-8-17
-
A-8-20
-
A-8-19
-
-
A-12-7
-
A-12-5
-
A-12-1
-
A-12-4
-
FCU-2
EDH-FCU-2
EF
16
T
T
T
T
T
T
T
T
T
B5 B4CB4 CB5
CBB
CBC
CBD
MATCHLINE MATCHLINE
MATCHLINEMATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:25:39 PM1-C-M115PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 1STFLOOR - 907-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS NEW SHEET ADDED2
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M107
1-C-M108
1-C-M109 1-C-M110
1-C-M111
1-C-M112
1-C-M113
1-C-M114
1-C-M115
1-C-M116
1-C-M117
CONFORMED SET
265
AHU
7
EXIST
EF-7
EXIST
EF-22
EXIST
EF-5
EF
14
A6 A7
AN
AM
AALK.9
AK3
AK
A5
SECURITY EXIT
FIS-14
MATCHLINEMATCHLINE MATCHLINEMATCHLINE MATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:25:46 PM1-C-M116PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 1STFLOOR - 1007-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS NEW SHEET ADDED2
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONTROLS FOR THIS AREA ARE
COVERED UNDER THE PHASE 1
DRAWINGS
CONTROLS
FOR THIS
AREA ARE
COVERED
UNDER THE
PHASE 1
DRAWINGS
1-C-M107
1-C-M108
1-C-M109 1-C-M110
1-C-M111
1-C-M112
1-C-M113
1-C-M114
1-C-M115
1-C-M116
1-C-M117
CONFORMED SET
266
AHU
B-8
A-12-3
-
A-12-11
-
A-12-10
-
A-12-12
-
A-12-13
-
AHU
10
AHU
A-1
VAV
A-1-1
VAV
A-1-2
VAV
A-1-3
VAV
A-1-4VAV
A-1-5
VAV
A-1-7
VAV
A-1-6
VAV
A-1-8
VAV
A-1-9
VAV
A-1-11
VAV
A-1-10
VAV
A-1-12
VAV
A-1-13
EF
11
SF
5
AHU
A-2
AT
AS
AR
AQ
A6 A7
AP
A5
MATCHLINEMATCHLINE MATCHLINE
MATCHLINEMATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:26:04 PM1-C-M117PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 1STFLOOR - 1107-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS NEW SHEET ADDED2
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONTROLS FOR THIS AREA IS
COVERED UNDER THE PHASE 3
DRAWINGS
1-C-M107
1-C-M108
1-C-M109 1-C-M110
1-C-M111
1-C-M112
1-C-M113
1-C-M114
1-C-M115
1-C-M116
1-C-M117
CONFORMED SET
267
DOWN TO
AHU-5
VAV
B-1-8
VAV
B-1-7
VAV
B-1-1
VAV
B-1-3
VAV
B-1-4
VAV
B-1-5
VAV
B-1-2
VAV
B-1-6
D
A
BCMATCHLINEMATCHLINE 500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:26:11 PM1-C-M118PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 2NDFLOOR - 107-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M118
1-C-M119
1-C-M120 1-C-M121
1-C-M122
1-C-M123
1-C-M124
1-C-M125
1-C-M126
1-C-M127
1-C-M128
CONFORMED SET
268
EF-2
VAV
VAV
B-1-11
VAV
B-2-3
VAV
B-2-4
VAV
B-1-10
VAV
B-1-9
VAV
B-1-8
VAV
B-1-7
VAV
B-1-1
VAV
B-1-2
B22DABCB19B18MATCHLINEMATCHLINEMATCHLINEMATCHLINEMATCHLINEMATCHLINE 500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:26:18 PM1-C-M119PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 2NDFLOOR - 207-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M118
1-C-M119
1-C-M120 1-C-M121
1-C-M122
1-C-M123
1-C-M124
1-C-M125
1-C-M126
1-C-M127
1-C-M128
CONFORMED SET
269
DOWN TO
AHU-4
VAV
B-2-9
VAV
B-2-8
VAV
B-2-5
VAV
B-2-7
VAV
B-2-6
VAV
B-2-1
VAV
B-2-2
UNK
EBA EBB EBC EBD EBE EBF EBG
B21
B22
BH
BJ
BF
BE
D
B
C
B20
BE1
C1
C3
C14
CB
CC
CD
CE
C4
AE33
BH.1
BH.2
BH.3
C2
BH.05
SW28
MATCHLINEMATCHLINEMATCHLINEMATCHLINEMATCHLINE
MATCHLINEMATCHLINEMATCHLINE 500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:26:26 PM1-C-M120PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 2NDFLOOR - 307-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M118
1-C-M119
1-C-M120 1-C-M121
1-C-M122
1-C-M123
1-C-M124
1-C-M125
1-C-M126
1-C-M127
1-C-M128
CONFORMED SET
270
VAV
B-4-5
VAV
B-4-4
VAV
B-4-3
VAV
B-4-2
VAV
B-4-1
VAV
B-3-5
VAV
B-3-4
VAV
B-3-3
VAV
B-3-2
VAV
B-3-9
VAV
B-2-10
VAV
B-2-11
VAV
B-2-12
VAV
B-2-13
B21
B16 B15 B14 B13 B12
B22
BH
BJ
BF
BE
D B17
A
BCB19
B20
B18
BE1
BH.1
BH.2
BH.3
BH.05
SW28
MATCHLINEMATCHLINEMATCHLINE
MATCHLINE MATCHLINE MATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
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Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:26:34 PM1-C-M121PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 2NDFLOOR - 407-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M118
1-C-M119
1-C-M120 1-C-M121
1-C-M122
1-C-M123
1-C-M124
1-C-M125
1-C-M126
1-C-M127
1-C-M128
CONFORMED SET
271
B16 B15 B14 B13
B12
D
B17
A
B
C
B19
K
BK.7
B18
BE2
BE5
BE8
BE4
BE6
BE7
BE3
BE9
BE10
C31 C32 C33 C34 C36 C37
C3A
C3B
C3C
C3D
C3E
MATCHLINE MATCHLINE
MATCHLINEMATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:26:41 PM1-C-M122PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 2NDFLOOR - 507-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M118
1-C-M119
1-C-M120 1-C-M121
1-C-M122
1-C-M123
1-C-M124
1-C-M125
1-C-M126
1-C-M127
1-C-M128
CONFORMED SET
272
UP
AHU
B-4
AHU
B-3
VAV
B-3-12
VAV
B-3-11
VAV
B-3-10
AHU
B-5
BH
BJ
BF
BE
B11 B10 B9
BE1
B8 B7
BH.1
BH.2
BH.3
B6 CB2CB1 CB3
CBA
BH.05
SW28
MATCHLINE MATCHLINEMATCHLINE MATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:26:48 PM1-C-M123PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 2NDFLOOR - 607-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONTROLS FOR THIS AREA ARE
COVERED UNDER THE PHASE 1
DRAWINGS
1-C-M118
1-C-M119
1-C-M120 1-C-M121
1-C-M122
1-C-M123
1-C-M124
1-C-M125
1-C-M126
1-C-M127
1-C-M128
CONFORMED SET
273
AHU-8
AHU-9
K
BK.7
B11 B10 B9
BE2
BE5
BE8
BE4
BE6
BE7
BE3
BE9
BE10
C38 C40
C3A
C3B
C3C
C3D
C3E
B8 B7 B6 CB2CB1 CB3
CBB
CBC
CBD
MATCHLINE MATCHLINE
MATCHLINEMATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:26:55 PM1-C-M124PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 2NDFLOOR - 707-14-2017S12014DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2CONTROLS FOR
THIS AREA ARE
COVERED UNDER
THE PHASE 1
DRAWINGS
1-C-M118
1-C-M119
1-C-M120 1-C-M121
1-C-M122
1-C-M123
1-C-M124
1-C-M125
1-C-M126
1-C-M127
1-C-M128
CONFORMED SET
274
AHU
A-5
VAV
B-3-14
VAV
B-3-13
BH
BF
BE
BH.1
BH.2
BH.3
B5 B4CB4 CB5
CBA
BH.05
SW28
MATCHLINE MATCHLINEMATCHLINE MATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:27:02 PM1-C-M125PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 2NDFLOOR - 807-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M118
1-C-M119
1-C-M120 1-C-M121
1-C-M122
1-C-M123
1-C-M124
1-C-M125
1-C-M126
1-C-M127
1-C-M128
CONFORMED SET
275
B5 B4CB4 CB5
CBB
CBC
CBD
MATCHLINE MATCHLINE
MATCHLINEMATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:27:09 PM1-C-M126PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 2NDFLOOR - 907-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M118
1-C-M119
1-C-M120 1-C-M121
1-C-M122
1-C-M123
1-C-M124
1-C-M125
1-C-M126
1-C-M127
1-C-M128
CONFORMED SET
276
AHU
B
VAV
A-6-13
VAV
A-6-14
VAV
A-6-12
VAV
A-6-11
VAV
A-6-10
VAV
A-6-9
VAV
A-6-19
VAV
A-6-20
VAV
A-6-21
VAV
A-6-22
VAV
A-6-23
VAV
A-6-24
VAV
A-6-25
VAV
A-6-26
VAV
A-6-17
A6 A7
AN
AM
AALK.9
AK3
AK
A5
MATCHLINE MATCHLINEMATCHLINE MATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:27:15 PM1-C-M127PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 2NDFLOOR - 1007-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M118
1-C-M119
1-C-M120 1-C-M121
1-C-M122
1-C-M123
1-C-M124
1-C-M125
1-C-M126
1-C-M127
1-C-M128
CONFORMED SET
277
AHU
A-6
VAV
A-6-8
VAV
A-6-5
VAV
A-6-7
VAV
A-6-6
VAV
A-6-4
VAV
A-6-3
VAV
A-6-1
VAV
A-6-2
VAV
A-6-18
VAV
A-6-15
VAV
A-6-16
VAV
A-6-17
AHU
A-7
VAV
A-7-1
AT
AS
AR
AQ
A6 A7
AP
A5
MATCHLINE MATCHLINE
MATCHLINEMATCHLINEMATCHLINEMATCHLINE500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:27:22 PM1-C-M128PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 1 - 2NDFLOOR - 1107-14-2017S12014DAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/8" = 1'-0"1 PARTIAL FLOOR PLAN - MECHANICAL CONTROLS
INFORMATION COMPLIED IN THIS
DRAWING IS IN PART UNVERIFIED
AND WAS ASSEMBLED FROM
FIELD SURVEYS, EXISTING PDFS,
AND AS-BUILT DRAWINGS 08-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 21-C-M118
1-C-M119
1-C-M120 1-C-M121
1-C-M122
1-C-M123
1-C-M124
1-C-M125
1-C-M126
1-C-M127
1-C-M128
CONFORMED SET
278
FACPFAAPCEILING OUTLET BOX AND EXIT LIGHT. ARROW INDICATES DIRECTION OF TRAVEL AND SINGLE OR DOUBLE FACE.WALL OUTLET BOX AND SINGLE POLE 20 AMP SWITCH. "a" INDICATES LIGHT FIXTURE/LIGHT SWITCH ASSOCIATION.FLUORESCENT OR LED LIGHT FIXTURE - CEILING MOUNTED.FLUORESCENT OR LED LIGHT FIXTURE - WALL MOUNTED.FLUORESCENT OR LED (STRIP) LIGHT FIXTURE.WALL OUTLET BOX AND SINGLE POLE 20 AMP DIMMER.WALL OUTLET BOX AND DOUBLE POLE 20 AMP SWITCH.WALL OUTLET BOX AND (3) THREE WAY 20 AMP SWITCH.WALL OUTLET BOX AND (4) FOUR WAY 20 AMP SWITCH.WALL OUTLET BOX AND SINGLE POLE 20 AMP KEY SWITCH.FLUSH WALL OUTLET BOX AND TELEPHONE CALL POINT.CEILING OUTLET BOX AND SMOKE DETECTOR.CEILING OUTLET BOX AND THERMAL HEAT DETECTOR.FLUSH WALL OUTLET BOX AND MANUAL PULL STATION.FLUSH WALL OUTLET BOX AND SPEAKER/HORN.WALL OUTLET BOX AND EXIT LIGHT. ARROW INDICATES DIRECTION OF TRAVEL AND SINGLE OR DOUBLE FACE.WALL OUTLET BOX AND SWITCH AS INDICATED WITH WEATHER PROOF COVER.MANUAL MOTOR STARTER SWITCH WITH OVERLOADS AS REQUIRED UNLESS OTHERWISE NOTED..FLUSH WALL OUTLET BOX & 3/4" CONDUIT TO MASTER CLOCK SYSTEM UNLESS OTHERWISE NOTED.IN LINE DUCT SMOKE DETECTOR WITH SAMPLING TUBES. FURNISHED AND CONNECTED BY DIVISION 16. INSTALLED BY DIVISION 15.FLUSH WALL OUTLET BOX AND HORN/STROBE.AREA POST LIGHT AND POLE. SQUARES INDICATE NUMBER OF HEADS.CEILING OUTLET BOX, TRACK AND LIGHT FIXTURES AS NOTED.CEILING OUTLET BOX AND SPEAKER UNLESS OTHERWISE NOTED.TAMPER SWITCH.FIRE ALARM SHUT DOWN RELAY.DOOR HOLD OPEN DEVICE.FLOW SWITCH.BOLLARD LIGHT FIXTURE.EMERGENCY LIGHT FIXTURE.SYMBOL DESCRIPTIONSURFACE MOUNTED PANEL. SEE PANEL SCHEDULES FOR VOLTAGE AND PHASE.CONDUIT STUB OUT. CAP AS NOTED.THREE PHASE CONDUCTORS (A, B AND C PHASE).CIRCUIT HOMERUN.PHOTOCELL - DESCRIBED ON PLANS.TRANSFORMER - SIZE AS NOTED.STSYMBOLWALL OUTLET BOX & 20 AMP SINGLE RECEPTACLE.WALL OUTLET BOX & 20 AMP DUPLEX RECEPTACLE.SURFACE JUNCTION BOX OR UNDERGROUND PULLBOX. HD INDICATES HAND DRYER CONNECTIONPUSHBUTTON AS NOTED, "ST" INDICATES SHUNT TRIP.MOTOR STARTER AND/OR CONTACTOR - SIZE AS NOTED.TWO GANG WALL OUTLET BOX & TWO (2) 20 AMP DUPLEX RECEPTACLES.TWO GANG WALL OUTLET BOX & TWO (2) 20 AMP DUPLEX RECEPTACLES MOUNTED ABOVE COUNTER.WALL OUTLET BOX & 20 AMP DUPLEX RECEPTACLE WITH WEATHER PROOF WHILE IN USE COVER.WALL OUTLET BOX & 20 AMP GFI RECEPTACLE WITH WEATHER PROOF WHILE IN USE COVER.WALL OUTLET BOX & 20 AMP ISOLATED GROUND DUPLEX RECEPTACLE.DISCONNECT SWITCH - XX/XX/X = FRAME SIZE / FUSE SIZE / POLESSPECIAL PURPOSE OUTLET/CONNECTION.FLUSH WALL OR ABOVE CEILING JUNCTION BOX.MOTOR CONNECTION.WALL OUTLET BOX & 20 AMP GFI RECEPTACLE.DESCRIPTIONFLOOR OUTLET BOX & 20 AMP DUPLEX RECEPTACLE W/CARPET FLANGE. COORDINATE EXACT DIMENSIONS W/ARCHITECT.WALL OUTLET BOX & 20 AMP DUPLEX RECEPTACLE MTD ABOVE COUNTER. COORDINATE W/MILLWORK PRIOR TO ROUGH-IN.COMBINE CIRCUITS INTO A COMMON HOMERUN CONSISTING OF A COMMON NEUTRAL AND GROUND CONDUCTOR AND (3)NECESSARY SWITCH LEGS IN CONDUIT TO ACHIEVE SWITCHING INDICATED ON PLANS. ELECTRICAL CONTRACTOR MAYCIRCUIT SHALL CONSIST OF A PHASE CONDUCTOR, NEUTRAL AND GROUND. ELECTRICAL CONTRACTOR SHALL PROVIDECONDUIT - DOTTED LINE INDICATES EQUIPMENT ON A COMMON CIRCUIT BUT NOT CONTROLLED ON SAME SWITCH DEVICE.CONDUIT - SOLID LINE INDICATES EQUIPMENT ON COMMON CIRCUIT AND/OR CONTROLLED BY COMMON SWITCH. EACHOCCUPANCY SENSOR CEILING MOUNTED, DUAL TECHNOLOGY.POWER PACK FOR OCCUPANCY SENSOR. PROVIDE QUANTITY AS REQUIRED.XX/XX/XXa234WPKMSDSDFSGFIWPWPGIGFLUSH MOUNTED PANEL. SEE PANEL SCHEDULES FOR VOLTAGE AND PHASE.RJJOSWALL MOUNTED OCCUPANCY SENSOR SWITCH.OSPPFLUSH WALL OUTLET BOX & 1" CONDUIT TO ABOVE CEILING FOR PHONE AND / OR DATA. MOUNT 18" AFF.FLUSH WALL OUTLET BOX AND STROBE.TWALL OUTLET BOX AND SINGLE POLE 20 AMP 3 HOUR TIMER SWITCH.APNL-2a/bCIRCUIT NUMBERSWITCH LEGFIXTURE TYPENOTE:1. THESE ARE STANDARD SYMBOLS AND MAY NOT ALL APPEAR ON THE PROJECT DRAWINGS.2. FIRE ALARM DEVICES AND WIRING INSTALLED BY FIRE ALARM CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE ROUGH-INBACK BOX AND CONDUIT AS REQUIRED. VERIFY ALL DEVICES AND LOCATIONS WITH FIRE ALARM CONTRACTORS DRAWINGS.LIGHTING NOMENCLATURE.FIRE ALARM CONTROL PANEL.FIRE ALARM ANNUNCIATOR PANEL.FLUORESCENT OR LED LIGHT FIXTURE - WALL MOUNTED - NIGHT LIGHT CONNECTED TO UN-SWITCHED SIDE OF LIGHTING CIRCUIT.NLWALL OUTLET BOX & 20 AMP DUPLEX RECEPTACLE DESIGNATED FOR COMPUTERS.CCTWO GANG WALL OUTLET BOX & TWO (2) 20 AMP DUPLEX RECEPTACLES DESIGNATED FOR COMPUTERS.CARD READERCRDEDICATED CIRCUITELECTRICAL CONTRACTORCONDUITCONTINUOUSCOPPERCURRENT TRANSFORMERHERTZ (CYCLES/SECOND)DIRECT CURRENTDISCONNECT SWITCHDOUBLE POLE DOUBLE THROWDOUBLE POLE SINGLE THROWELECTRICCABINET UNIT HEATERDEDDPSTELECE.C.DPDTDCDSCUHCTHzCONTCCuCEILINGABOVEBUILDING GROUND BOXCOAXIALCOEFFICIENT OF UTILIZATIONCLOSED CIRCUIT TELEVISIONCIRCUITCIRCUIT BREAKERCABINETBREAKERBRANCHBALLASTAUTOMATIC TRANSFER SWITCHALUMINUMAMPERES INTERRUPTING CAPACITYAMPEREAMPEREALTERNATING CURRENTACROSS THE LINEABOVE FINISHED FLOORCABLE TELEVISIONDESCRIPTIONALCATVCCTCOAXCCTVC.U.CLGC.B.BGBCABBKRBALATSBRAAMPAICACACLAFFMARKABVCONTROL PANELCPFIRE ALARM CONTROL PANELFIRE ALARM ANNUNCIATOR PANELFUSEELECTRIC WATER COOLERELECTRIC WATER HEATEREMERGENCYEQUIPMENTFAN POWERED BOXFIRE ALARMFIRE DEPARTMENT CONNECTIONFLOORBOXFLUORESCENTFUTUREGENERATORGROUNDGROUND FAULT INTERRUPTERHIGH VOLTAGEHORSE POWERINCANDESCENTINTERRUPTING CAPACITYINTERMEDIATE GRADE CONDUITJUNCTION BOXKILOWATTEXISTINGEXPLOSION PROOFELECTRIC UNIT HEATERJBkWINCICIMCGRDGFIHVHPFFUTGENEWCFPBFACPFLUORFDCFBFAAPFAEXEPEUHEMEWHEQFULL VOLTAGE NON-REVERSINGFVNRMECHANICAL CONTRACTORNIGHT LIGHT (UNSWITCHED CCT.)MOTOR CONTROL CENTERNATIONAL ELECTRICAL CODEM.C.MOTORMOUNTEDNECNLMTRMCCMTDLIGHTINGKNOCKOUTLOUD SPEAKERLOW VOLTAGEMANHOLEMANUFACTURERLVMHMFRKOLTGLSKILOVOLT-AMPEREkVAMOTOR CIRCUIT PROTECTORMCPPOWERPRIMARYPUBLIC ADDRESSPULL BOXRAINTIGHTRECEPTACLEPBRECEPRTPWRPRIPAOVERCURRENT PROTECTION DEVICENORMALLY CLOSEDNORMALLY OPENEDPOTENTIAL TRANSFORMERNOPANELPHASENOT TO SCALENOT IN CONTRACTOCPDPHPTPNLNTSNICNCSINGLE POLE SINGLE THROWSINGLE POLE DOUBLE THROWSPEAKERSPKRSPECIFICATIONSPECRELOCATEDSECONDARYSHORT CIRCUITSINGLE POLESPSPSTSPDTSCSECREMOTE CONTROLRCSYS SYSTEMSWITCHSTATIONSTAINLESS STEELSWITCHBOARDSWITCHGEARSWBDSWGRSWSSSTAUNDERWRITER'S LABORATORIESEXISTING TO BE RELOCATEDEXISTING TO BE REMOVEDUNLESS NOTED OTHERWISEWATTWATERTIGHTWEATHERPROOFXRXRLWTWWPVOLTVAPORPROOFVAPORTIGHTVOLT-AMPEREUNIT HEATERVPVTVVAULUHUNOTELEPHONE TERMINAL CABINETTELEPHONETELEVISIONTRANSFORMERTWIST LOCKTERMINAL CABINETTTCXFMRTVTLTCTELWALL SWITCHESRECEPTACLE OUTLETS (GENERAL)SPECIAL PURPOSE OUTLETTELECOM/PHONE OUTLETSWALL INTERCOM STATIONSTHERMOSTATSPUSHBUTTONSCLOCK OUTLETBELLS, BUZZERS, CHIMESFIRE ALARM PULL STATIONSFIRE ALARMS (BELLS, HORNS, LIGHTS)+48" A.F.F.+18" A.F.F.WITHIN 72" OF INTENDED USE+18" A.F.F.+48" A.F.F.+48" A.F.F.+48" A.F.F.+48" A.F.F.RECEPTACLE OUTLETS (KITCHEN,UTILITY ROOMS, WORKBENCHES,COUNTERS ETC.ELEVATOR AND HOIST WAYCONTROL BUTTONS+42" A.F.F. OR RECOMMENDATIONS OFELEVATOR INSTALLER+96" A.F.F. WHEN POSSIBLE OR 6"BELOW CEILING. ABOVE DOORS,CENTER THE CLOCK OUTLETBETWEEN DOOR TRIM AND CEILING.+96" A.F.F. WHEN POSSIBLE OR 6"BELOW CEILING+80" ABOVE FLOOR FINISH LINE OR 6"BELOW CEILING.+42" A.F.F OR 6" ABOVE COUNTERSPACETYPICALTYPCEILING TO FLOOR POLE WITH DATA AND / OR DUPLEX POWER AS INDICATED.FLIGHT INFORMATION DISPLAY SYSTEMFIDINFORMATION TECHNOLOGYITORLANDO SANFORD INTERNATIONAL AIRPORTOSIASANFORD AIRPORT AUTHORITYSAAFEDERAL INSPECION STATIONFISCEILING TO FLOOR POLE WITH DATA AND / OR SIMPLEX POWER AS INDICATED.HAND DRYERHDRELOWPGRUGGED DIE-CAST ALUMINUM SURFACE MTD. OUTLET BOX WITH 20 AMP GFI DUPLEX RECEPTACLE WITH STAINLESS STEELWEATHER PROOF COVER.CLG.CEILING MOUNTED OUTLET BOX & 20 AMP DUPLEX RECEPTACLE.SIMPLEX / DUPLEX / QUAD. FLOOR OUTLET WITH TELEPHONE DATA.1. ALL WORK SHALL COMPLY WITH LOCAL AND NATIONAL CODES ANDSTANDARDS.2. THE DRAWINGS ARE DIAGRAMMATIC AND THE OMISSION OF AN ITEMNECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM DOES NOTRELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALLING THAT ITEM.3. NOTIFY ARCHITECT/ENGINEER (A/E) OF ANY CONFLICTS PRIOR TOPURCHASING EQUIPMENT AND PRIOR TO CUTTING OPEN.4. COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES PRIOR TOPROCEEDING WITH EQUIPMENT AND MATERIAL SUBMISSION, ANDSUBSEQUENT FIELD WORK. SEE SPECIFICATIONS FOR REQUIREMENTS.5. CONTRACTOR SHALL NOT CONCEAL ANY WORK PRIOR TO FIELDINSPECTION AND APPROVAL BY THE A/E OR GOVERNING AUTHORITY.WHEN SCHEDULING FIELD INSPECTIONS, THE CONTRACTOR SHALLPROVIDE A/E A MINIMUM OF 72 HOURS PRIOR NOTIFICATION.6. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT ANDGENERAL CONTRACTOR ON REQUIREMENTS FOR STRUCTURAL SUPPORTAND FRAMING FOR ALL ELECTRICAL EQUIPMENT AND SYSTEMS. GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND VERIFYINGSTRUCTURAL SUPPORT AND FRAMING.7. THE SIZE, LOCATION, WEIGHT, AND NEC ARTICLE 110 REQUIRED SERVICECLEARANCES OF EQUIPMENT INSTALLED UNDER DIVISION 26 ELECTRICALSHALL BE COORDINATED WITH ALL OTHER TRADES PRIOR TOINSTALLATION.8. WHERE CROWDED LOCATIONS EXIST OR WHERE THERE IS A POSSIBILITYOF CONFLICT BETWEEN TRADES, CONTRACTOR SHALL MAKE COMPOSITEDRAWINGS SHOWING THE EXACT LOCATION OF DUCTS, CONDUIT ANDEQUIPMENT. DRAWINGS SHALL BE BASED ON FIELD MEASUREMENTS AND,AFTER CONSULTATION AND AGREEMENT BETWEEN THE TRADES, SHALL BEAPPROVED BY THE ARCHITECT BEFORE INSTALLATION OF THE WORK.9. SURGE PROTECTION SHALL BE PROVIDED ON ALL CABLES ENTERING/EXITING BUILDINGS THAT CONNECT TO ELECTRICAL EQUIPMENT.10. INSTALL SURGE SUPPRESSOR IN EACH PANEL WITH EQUIPMENT SHOWNON THE PANEL SCHEDULE AS SURGE OR TVSS.11. ALL SITE EXCAVATION OR TRENCHING SHALL BE DONE BYHAND. ALL CONDUITS SHALL HAVE A MINIMUM BURIAL DEPTHPER NEC 300.5.12. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL STRINGS INALL EMPTY CONDUIT AND RACEWAYS WITH LABELING TAGS ATEACH END.13. ALL RACEWAY TERMINATION'S SHALL HAVE BUSHINGS AND BEGROUNDED WHERE RACEWAY IS METAL.14. ALL WALL OUTLETS AND FLOOR OUTLETS SHALL HAVE A 3/4"MINIMUM CONDUIT STUBBED UP AND OUT INTO ACCESSIBLECEILING SPACE WITH GROMMET UNLESS SHOWN OTHERWISEON DRAWINGS.15. ALL NEW PANELS SHALL BE BONDED TO THE BUILDING'SGROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH NECARTICLE 250-58.16. ALL BARE METAL SURFACES SHALL BE PRIMED AND PAINTEDTO PREVENT ANY RUST, INCLUDING BUT NOT LIMITED TOANGLE FRAMING, EQUIPMENT SUPPORTS, MOUNTINGHARDWARE, ETC.17. NO SPLICES SHALL BE PERMITTED IN UNDERGROUND/FLUSHIN-GRADE PULL BOXES WITHOUT PRIOR WRITTEN APPROVALBY OWNER18. DO NOT SCALE FROM THESE DRAWINGS. REFER TOARCHITECTURAL PLANS FOR DIMENSIONS.19. ALL EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTEDTO THE UNSWITCHED LEG OF THE LOCAL LIGHTING CIRCUIT.20. ALL MECHANICAL EQUIPMENT SHALL HAVE A MEANS OFDISCONNECT AS REQUIRED BY NEC.21. ALL RACEWAYS SHALL HAVE A GREEN GROUNDINGCONDUCTOR.22. WHERE PENETRATIONS ARE MADE THROUGH AFIRE-RESISTIVE WALL, FLOOR, OR PARTITION FOR THEPURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL,TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/ORSIGNALING CIRCUITS, PROVIDE FIRE STOPPING AROUND THEOPENING OF THE RACEWAY PER THE STATE BUILDING CODE.MAINTAIN COORDINATION WITH THE GENERAL CONTRACTORTO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED.23. EC SHALL FURNISH AND INSTALL EXPANSION JOINTS AT ALLLOCATIONS WHERE BUILDING EXPANSION JOINTS ARE USED.24. COORDINATE LIGHTING, SWITCHING AND RECEPTACLELOCATIONS IN MECHANICAL SPACES WITH RESPECT TOACTUAL MECHANICAL EQUIPMENT INSTALLATION FOROPTIMUM LIGHTING AND UTILIZATION OF RECEPTACLES.25. ALL EXISTING ELECTRICAL PANELS WORKED ON AS A PART OFTHIS PROJECT SHALL BE CLEANED OF HANDWRITTENLABELING.26. ALL ELECTRICAL PANELS A PART OF THIS PROJECT SHALL BEPROVIDED WITH NEW TYPE WRITTEN DIRECTORY.27. ALL ELECTRICAL PANELS A PART OF THIS PROJECT SHALLHAVE EXISTING OR BE PROVIDED WITH SOURCE OF SUPPLYLABELING MEETING NFPA 70-11 408.4.28. UPON FINAL ACCEPTANCE OF THE PROJECT, THECONTRACTOR SHALL FORWARD A COMPLETE SET OF AS-BUILTPLANS WITH ALL CHANGES MARKED IN RED, TO THEENGINEER. THE AS-BUILTS SHALL CONTAIN ACCURATELYDIMENSIONED LOCATIONS FOR EQUIPMENT.29. 120 VOLT BRANCH CIRCUITS, 0-100 FEET FROM THE PANEL,ARE TO HAVE #12 CU MINIMUM BRANCH CIRCUIT WIRINGTHROUGHOUT CIRCUIT (CONDUIT SIZE PER SPECIFICATIONAND NEC).30. 120 VOLT BRANCH CIRCUITS, 101-175 FEET FROM THE PANEL,ARE TO HAVE #10 CU MINIMUM BRANCH CIRCUIT WIRINGHOMERUN (3/4"C.) FROM PANEL CIRCUIT BREAKER TO FIRSTDEVICE AND #12 CU BRANCH CIRCUIT WIRING THROUGHOUTTHE REMAINDER OF THE CIRCUIT (CONDUIT SIZE PERSPECIFICATION AND NEC). FIRST 75 FEET OF COMBINEDHOMERUN AND BRANCH CIRCUIT TO BE MINIMUM #10 CU WIRE(3/4"C).31. 120 VOLT BRANCH CIRCUITS, 176-225 FEET FROM THE PANEL,ARE TO HAVE #10 CU MINIMUM BRANCH CIRCUIT WIRINGHOMERUN (3/4"C.) FROM PANEL CIRCUIT BREAKER TO FIRSTDEVICE AND #10 CU BRANCH CIRCUIT WIRING THROUGHOUTTHE REMAINDER OF THE CIRCUIT (3/4"C).32. 120 VOLT BRANCH CIRCUITS, 226 FEET OR MORE FROM THEPANEL, ARE TO HAVE #8 CU MINIMUM BRANCH CIRCUIT WIRINGHOMERUN (1"C.) FROM PANEL CIRCUIT BREAKER TO FIRSTDEVICE AND #10 CU BRANCH CIRCUIT WIRING THROUGHOUTTHE REMAINDER OF THE CIRCUIT (3/4"C). FIRST 125 FEET OFCOMBINED HOMERUN AND BRANCH CIRCUIT TO BE MINIMUM#8 CU WIRE (1"C).33. ALL 277V, 20A CIRCUIT HOMERUNS OVER 100 FEET SHALL BE#12 CU MINIMUM, UNLESS OTHERWISE NOTED.34. ALL 277V, 20A CIRCUITS WITH HOMERUNS OVER 150 FEETSHALL BE #10 CU MINIMUM (3/4"C) THROUGHOUT ENTIRECIRCUIT, UNLESS OTHERWISE NOTED.35. NO MULTI-WIRE BRANCH CIRCUITS ARE TO BE USED. EACHCIRCUIT IS TO HAVE SEPARATE INDIVIDUAL NEUTRAL.36. ALL PANELS AND RECEPTACLES SHALL BE LABELED PERDIVISION 26 SPECIFICATIONS AND DETAILS SHOWN ON SHEET1-E-803.37. FOR ALL NEW AND REVISED CIRCUITS, TRACE CIRCUIT TOIDENTIFY ALL DEVICES OR EQUIPMENT ON CIRCUIT, LABELDEVICES OR EQUIPMENT ACCORDINGLY, AND PROVIDEREVISED LABEL AND PANEL SCHEDULE AT PANEL.38. SEE LIGHTING CONTROL SYSTEM RISER DIAGRAM ON E600SERIES SHEETS FOR CONTROLS REGARDING INBOUND ANDOUTBOUND AIRPORT BUILDING LIGHTING OPERATION.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTINGFIREPROOFING ON THE EXISTING STRUCTURE AS REQUIRED FOR THE INSTALLATIONOF NEW SUPPORTS FOR LIGHTING AND CONDUIT INSTALLED UNDER THISCONTRACT. THIS CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REPAIR ORRE-APPILACATION OF NEW FIREPROOFING AFTER ALTERATIONS TO THE EXISTINGBUILDING FIREPROOFING ARE COMPLETED PER PHASE.3. IT/COMM DEVICES AND WIRING INSTALLED BY FIRE ALARM CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE ROUGH-INBACK BOX AND CONDUIT AS REQUIRED. VERIFY ALL DEVICES AND LOCATIONS WITH FIRE ALARM CONTRACTORS DRAWINGS.KPKEY PADSECURITY CAMERAOVERHEAD DOOROHDTO BE IMPLEMENTEDTBIEQUIPMENT ON HANDEOHSTRUCTURE MOUNTED LED EXTERIOR LIGHTING FIXTURE4030209570551006070203040#8#4#6#21. BASED ON THWN/THHN COPPER CONDUCTORS.2. 3/4" MINIMUM CONDUIT SIZE. #12 MINIMUM WIRE SIZE.FEEDERAMPS#3/0#1#1/0#2/017515012520020013015017512401140760 80010001200#4/0250225400300600310380620230255NOMINALOCP AMPSPHASECONDUCTORSNEUTRALCONDUCTOR#8#10#8#12#10#10#6#6#6#6(2) #1/0(3) #2/0(4) #3/0#4#4#3#4(2) #1GROUNDINGCONDUCTOR(2) 3"3"3-1/2"2-1/2"2-1/2"(4) 3"(3) 3-1/2"(2) 3-1/2"2"1-1/2"1-1/2"2"3/4"3/4"3/4"1-1/4"1"1-1/4"CONDUITSIZE(5) 3-1/2"(5) #4/0160019002280 2000(6) #250KCMIL (6) 3-1/2"(6) #500KCMIL(5) #500KCMIL#250KCMIL#4/0#500KCMIL#350KCMIL(2) #350KCMIL(2) #500KCMIL(3) #500KCMIL(4) #350KCMIL#2/0#1/0#1#3/0#2#6#4#12#10#83. PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN EVERYFEEDER AND BRANCH CIRCUIT RACEWAY.40309570551006070203040 #10 #12FEEDER SCHEDULE NOTES:1. BASED ON THWN/THHN COPPER CONDUCTORS.2. 3/4" MINIMUM CONDUIT SIZE. #12 MINIMUM WIRE SIZE.17515012520020013015017512401140760 80010001200 (4) # 50KCMIL(3) #500KCMIL(2) #500KCMIL(2) # 50KCMIL # 50KCMIL #500KCMIL #250KCMIL250225400300600310380620230255PHASECONDUCTORSNEUTRALCONDUCTOR#8#10#8#12#10#10#6#6#6#6(2) #1/0(3) #2/0(4) #3/0#4#4#3#4(2) #1GROUNDINGCONDUCTOR(2) 3"3"3-1/2"2-1/2"2-1/2"(4) 3"(3) 3-1/2"(2) 3-1/2"2"1-1/2"1-1/2"2"3/4"3/4"3/4"1-1/4"1"1-1/4"CONDUITSIZE(5) 3-1/2"(5) #4/0(5) #500KCMIL160019002280 2000 (6) #500KCMIL(6) #250KCMIL (6) 3-1/2"(6) #500KCMIL(5) #500KCMIL#250KCMIL#4/0#500KCMIL#350KCMIL(2) #350KCMIL(2) #500KCMIL(3) #500KCMIL(4) #350KCMIL#2/0#1/0#1#3/0#2#6#4#12#10#83. PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN EVERYFEEDER AND BRANCH CIRCUIT RACEWAY.7-1/25THRU 320151020820820820820820850/4035/3020/2090/8060/50110/100MOTOR FEEDER SCHEDULE NOTES:1. BASED ON THWN/THHN COPPER CONDUCTORS.2.MOTORHP250/250150/125175/150225/20020820820820850253040350/300400/3502082086075SYSTEMVOLTAGEMAXIMUMCB/FUSEPHASECONDUCTOR#6#10#8#12#10#10#4#6#6#4#3#32"2-1/2"2"1-1/4"1-1/2"1-1/2"3/4"3/4"3/4"1"3/4"1-1/4"CONDUITSIZE3#103. PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN EVERYFEEDER AND BRANCH CIRCUIT RACEWAY.4. GROUNDING CONDUCTOR SIZE BASED ON MAXIMUM OVERCURRENTPROTECTION.7-1/25THRU 320151020820820820820820850/4035/3020/2090/8060/50110/100MOTOR FEEDER SCHEDULE NOTES:1. BASED ON THWN/THHN COPPER CONDUCTORS.2. 3/4" MINIMUM CONDUIT SIZE.MOTORHP250/250150/125175/150225/20020820820820850253040350/300400/3502082086075SYSTEMVOLTAGEMAXIMUMCB/FUSEPHASECONDUCTOR#6#10#8#12#10#10#4#6#6#4#3#3GROUNDINGCONDUCTOR2"2-1/2"2"1-1/4"1-1/2"1-1/2"3/4"1"3/4"1-1/4"CONDUITSIZE#300KCMIL#4/0#1/0#1/0#1#3/0#3#8#4#12#83. PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN EVERYFEEDER AND BRANCH CIRCUIT RACEWAY.4. GROUNDING CONDUCTOR SIZE BASED ON MAXIMUM OVERCURRENTPROTECTION.ELECTRICAL SYMBOL LEGENDABBREVIATIONSTYPICAL MOUNTING HEIGHTSMOTOR FEEDER SCHEDULEWIRE AND CONDUIT SCHEDULEGENERAL NOTESGENERAL NOTES (CON'T.)EXISTING STRUCTURALFIREPROOFING REPAIR500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTNC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:16:38 PM1-E001PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAELECTRICAL GENERAL NOTES, ABBREVIATIONS,SYMBOLS07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYCONFORMED SET279
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASHC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/8/2017 1:05:53 PM1-E002PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIGHTING SCHEDULE08-11-2017S12014LIGHT FIXTURE SCHEDULE AIRPORT
TYPE
MARK DESCRIPTION MOUNTING VOLTAGE WATTAGE LUMEN
S LAMP MANUFACTURER MODEL COMMENTS
A 2' x 4' CTR. BASKET RECESSED 120-277 V 34 W 4000 LED LITHONIA / ACUITY 2BLT4-40L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX PROVIDE SUPPORTS FROM STRUCTURE TO FOUR CORNERS OF FIXTURE.
AE 2' x 4' CTR. BASKET W/ EMERG. RECESSED 120-277 V 34 W 4000 LED LITHONIA / ACUITY 2BLT4-40L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX-EL14L PROVIDE SUPPORTS FROM STRUCTURE TO FOUR CORNERS OF FIXTURE.
B 2' X 2' CTR. BASKET RECESSED 120-277 V 30 W 3300 LED LITHONIA 2BLT2-33L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX
B1 2' X 2' CTR. BASKET RECESSED 120-277 V 20 W 2000 LED LITHONIA 2BLT2-20L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX PROVIDE SUPPORTS FROM STRUCTURE.
B1E 2' X 2' CTR BASKET W/ EMERG. RECESSED 120-277 V 20 W 2000 LED LITHONIA 2BLT2-33L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX-EL14L
BE 2' X 2' CTR BASKET W/ EMERG. RECESSED 120-277 V 30 W 3300 LED LITHONIA 2BLT2-33L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX-EL14L
C 4' STRIP LIGHT CHAIN PENDANT 277V 33 W 3000 LED LITHONIA ZL1N-L48-3000LM-FST-277-35K-90CRI-PLR-WH
C4 4' STRIP LIGHT PENDANT 120-277 V 23 W 2000 LED LITHONIA STL4 20L EZB LP835-N100-SC2-DNA LOCATION OF LIGHT TO BE FINALIZED IN FIELD AFTER DISPLAY. PROVIDE 1B STEM MOUNTING HARDWARE TO
PLATFORM FLOOR BELOW THE PLANE. DIMMABLE
C8 8' STRIP LIGHT ADJUSTABLE WALL
BRACKET
277 V 29 W 3500 LED BIRCHWOOD-HAILEY HAI-LED-225-HLO-40-8-SC-FW-277-D10-RAS MOUNT ON WALL BRACKET, DIMMABLE ROUND LINEAR LED.
C8E 8' STRIP LIGHT ADJUSTABLE WALL
BRACKET
277 V 29 W 3500 LED BIRCHWOOD-HAILEY HAI-LED-225-HLO-40-8-SC-FW-277-D10-RAS-EM MOUNT ON WALL BRACKET, DIMMABLE ROUND LINEAR LED W/EMERGENCY BATTERY.
C17 17in EXTERIOR PENDANT PENDANT 277 V 37 W 4500 LED LITHONIA LIGHTING DSXPGLED-20C-53040KT5R-277-YK-DMG-PIR3FC3V924-D
DBXD
LED OARJUBG GARAGE YOKE TRUNNTON MOUNT.
CE 4' STRIP LIGHT W/ EMERG.PENDANT 277 V 33 W 3000 LED LITHONIA ZL1N-L48-3000LM-FST-MVOLT-35K-90CRI-PLR-E7W-GALV
CH 1' X 2' LOWBAY LED CHAIN PENDANT 120-277 V 54 W 7594 LED LITHONIA IBG-8000LM-SEF-AFL-WD-MVOLT-Z10-40K-80CRI PROVIDE CHAIN MOUNTING AND WIREGUARD OPTIONS. LED HIGHBAY.
D 6" DOWNLIGHT W/ EMERG.RECESSED 120-277V 35 W 3000 LED LITHONIA LDN635-30-L06AR-LSS-MVOLT-EZ1-TRW DIMMING
D1 6" DOWNLIGHT RECESSED 120-277 V 43 W 4500 LED INDY LRM6-45-40-U-G3-90-L600P-C-L-WH-WET PROVIDE POWER PACKS TO CONNECT TO LIGHTING CONTROL SYSTEM.
D1E 6" DOWNLIGHT RECESSED 120-277 V 43 W 4500 LED INDY LRM6-45-40-U-G3-90HBR-L600P-C-L-WH-WET PROVIDE POWER PACKS TO CONNECT TO LIGHTING CONTROL SYSTEM.
D2 6" DOWNLIGHT RECESSED 277V 35 W 2000 LED LITHONIA LDN6-35/20-L06AR-LSS-277-EZ1 DIMMING
D2E 6" DOWNLIGHT W/ EMERG.RECESSED 277 V 35 W 2000 LED LITHONIA LDN6-35/20-L06AR-LSS-277-EZ1-EL-NPS80EXER PROVIDE POWER PACKS TO CONNECT TO LIGHTING CONTROL SYSTEM.
D3 4" DOWNLIGHT COLOR RECESSED 277V 31 W 1250 LED GOTHAM EVO ARTC RGBW/12 4AR-FL MD LSS 277 DMX TRW FCS
7TSN XE DBL
FRESCO LIGHTING CONTROLER WITH DMX AND ETHERNET. SEE LIGHTING CONTROL RISER DIAGRAM FOR
ADDITIONAL INFORMATION.
D4 6" DOWNLIGHT RECESSED 120-277V 8 W 500 LED LITHONIA LDN627-30-L06AR-LSS-MVOLT-EZ1-TRW-WL DIMMING
D4E 6" DOWNLIGHT RECESSED 120-277 V 8 W 500 LED LITHONIA LDN627-30-L06AR-LSS-MVOLT-EZ1-TRW-WL-EL WITH EMERGENCY DRIVER
D17 PROVIDE ALL MOUNTING
HARWARE FOR PENTANT MOUNT
LOWBAY LED 120-277 V 77 W 6000 LED METALUX TBLED-LD1-6-M-UNV-L840-CD1-PM-BRZ-TR-U PROVIDE MOUNTING HARDWARE PER LOCATION.ORDER SEPERATE STEM KIT.
DE 6" DOWNLIGHT W/ EMERG. BATT. RECESSED 120-277 V 35 W 3000 LED LITHONIA LDN635-30-L06AR-LSS-MVOLT-EZ1-TRW-EL
H LINEAR UPLIGHT WALL 120-277 V 15 W 1403 LED SPILIGHTING EIW11909-L15.2WC-DML-120-277V-3500KEMR-RUN PROVIDE CONTINUOUS RUN FOR UPLIGHTING CURVED CEILING, AND END CAPS WHERE NEEDED.
H3 4FT COVE LIGHT WALL 120-277 V 29 W 2641 LED ECOSENSE L50I48123590MULTASYM PROVIDE MOUNTING WITH COORDINATED WITH ARCHITECT DRAWINGS.
HE WALL MOUNTED W/ EMERG WALL 120-277 V 15 W 1403 LED SPLIGHTING EIW11909-L28.7 WITH REMOTE EMERGENCY BATTERY PROVIDE WITH REMOTE EMERGENCY BALLAST COORDINATED WITH ARCHITECTURAL FOR ACCESSABLE
LOCATION.
J4 4FT RDG LED PENDANT CABLE PENDANT 120-277V 75 W 6060 LED OCL Twin 4 FOOT GL1-P1EM-48-MW-NFA-LED/30K-UNV-30-DMX-RGBW-MOD (FINISHES ARE TO BE VERIFIED BY ARCHITECT)
J6 6FT RDG LED PENDANT CABLE PENDANT 120-277V 115 W 9192 LED OCL Twin 6 FOOT GL1-P1EM-72-MW-NFA-LED/30K-UNV-30-DMX-RGBW-MOD (FINISHES ARE TO BE VERIFIED BY ARCHITECT)
K 2FT GASKETED FIXTURE SURFACE 120-277 V 40 W 4000 LED LITHONIA DMW2-L24-4000LM-MVOLT-80CRI-PS1050 LED WITH BATTERY
M Indirect Lighting RECESSED 120-277V 28 W 1500 LED Focal Point FWSL-250LF-30K-1C-UNV-D11-U-FL-WH 0-10 DIMMING. FIXTURE LENGTH IS CUSTOM TO AREA SERVED. COORDINATE FINAL LENGTH OF FIXTURE FROM
ARCHITECTURAL DRAWINGS.
P LED LINIEAR LUMINARE PENDANT FROM
STRUCTURE
120-277 V 80 W 900 LED LITHONIA PTNSL*-ND-MVOLT-OSR2-41K-80CRI-DSPD PROVIDE MOUNTING SO THAT BOTTOM MIDDLE OF FIXTURE IS FLUSH AS POSSIBLE WITH CURVED CEILING. SOME
FIXTURES TO BE MOUNTED AT ANGLES.LENGTHS OF FIXTURES 4FT AND 8FT LENGTHS TO BE COORDINATED WITH
PLANS. DIMMING TO BE PROVIDED.
R 24FT LED ROPE LIGHT SURFACE CHANNEL 120 V 113 W 10000 LED INFINA DL-AC-FLEX-30K-DL-AC-FLEXCH8-MC HARD WIRE
TERMINATION
HARD WIRE TO DIMMING POWER PACK, AND MOUNT IN DISPLAY CABINET IN COORDINATION WITH
ARCHITECTURAL DRAWINGS.
SE SITE TREE UP-LIGHT CONCRETE SUPPORT 120-277V 16 W 1035 LED VISTA PROFESSIONAL 1043-DZ-NS-35-E-MV-010-HS
SF FLAG POLE LIGHTING CONCRETE SUPPORT 120-277V 27 W 1828 LED ECOSENSE BUL-L-30-120-IC-BK -11-120-277 PROVIDE CONCRETE MOUNTING OF FIXTURE AND COORDINATE WITH LOCATION OF FLAG. (EXACT LOCATION
SHALL NOT SUBJECT FIXTURE TO DAMAGE.)
SG1 36" BOLLARD CONCRETE BASE 120-277V 28 W 2397 LED LITHONIA DSXB LED 16C 530 40K SYM MVOLT ELCW H36 DBLXD PROVIDE CONCRETE MOUNTING OF FIXTURE WITH EMERGENCY BACKUP. PROVIDE ALTERNATE QUOTE FOR
LANDSCAPEFORMS 35 GUIDE LED BOLLARD.
SG2 36" BOLLARD CONCRETE BASE 120/277V 28 W 2397 LED LITHONIA DSXB LED 16C 530 40K SYM MVOLT ELCW H36 DBLXD PROVIDE CONCRETE MOUNTING OF FIXTURE WITH EMERGENCY BACKUP. PROVIDE ALTERNATE QUOTE FOR
LANDSCAPEFORMS 35 GUIDE LED BOLLARD.
SLA 16" SQUARE LED SURFACE SURFACE STRUCTURE 120-277 V 25 W 4000 LED MILENIUM #MS15FD-PP-DB-25L40K-DV-MS-9500 FIXTURE MOUNTING TO STRUCTURE, PROVIDE ACCESSORIES NEEDED FOR FULL OPPERABLE SYSTEM. MOTION
SENSOR ACTIVATED.
SLB EXTERIOR WALL PACK LED WALL 120-277 V 69 W 7900 LED LITHONIA CSXW LED-30C-700-40K-T3M-MVOLT-BBW-DMG-DDBXD 0-10V DIMMING, PROVIDE DIMMING POWER PACK WITH OVERIDE FOR SETTING LIGHT LEVELS.
SLD LED CANOPY LIGHT WALL 120-277 V 24 W 2029 LED LITHONIA MRWLED-1-10A70/40K-SR3-MVOLT-DDBXD FIELD COORDINATE EXACT LOCATION WITH AWNING STRUCTURE.
T DIRECT/INDIRECT PENDANT CABLE PENDANT 120-277V 29 W 3500 LED FOCAL POINT-VERVE IV FV2LS-RB-875LF-3500K-1C-UNV-L11-C96-WH-24 MOUNT ON 18IN AIRCRAFT CABLE, BOTTOM OF LIGHT SHALL NOT BE MOUNTED BELOW MONITORS.
T2 LED 3.5" DOWNLIGHT RECESSED 277 V 19 W 1500 LED FOCAL POINT FLC3D1500L-277-LD1-DNT-WFLCD-SATIN SILVER PROVIDE MOUNTING HARDWARE FOR THIN ALUMINUM CEILING.
T2E LED 6" DOWNLIGHT RECESSED 277 V 35 W 3033 LED FOCAL POINT FLC3D1500L-277-LD1-DNTEMR-WFLCD-SATIN SILVER EMERGENCY BATTERY WITH REMOTE TEST SWITCH DIMMING.
TL 40' LED TAPE LIGHTING COVE 120-277 V 77.88 LED MODALIGHT RGB STARLIGHT IN DIO XTRUSION W/ LD180 & MP89 40FT OF TAPE LIGHT WITH EXTRUSION AND DRIVER, PROVIDE CONTROLLERS, MOUNTING HARDWARE, AND
DIMMING MODULE NEEDED
WA WALL UPLIGHT SURFACE OR PENDANT 120-277 V 141 W 13089 LED WINONA WLAWC804-SEH1-INT-24/2LONG-AL1A4-35K-MVOLT-CA FIXTURE USED IN TERMINAL B EXPANSION TO UP LIGHT CEILING COORDINATE MOUNTING WITH ELECTRICAL &
ARCHITECTURAL DRAWINGS.
X THERMOPLASTIC GREEN EXIT
LIGHT
CEILING/WALL 120-277 V 5 W LED LITHONIA EXR LED M6 VERIFY MOUNTING BEFORE START OF WORK.
X1 LED EDGE LIT EXIT LIGHT CEILING/WALL 120-277 V 5 W LED LITHONIA EDG-2-GMR-EL VERIFY MOUNTING BEFORE START OF WORK.
X3 WLTE - Wet Location Exit Sign CEILING/WALL 120-277 V 5 W LED LITHONIA WLTE WEATHER RESISTANT EXIT LIGHTING.
XE LHQM LED CEILING/WALL 120-277 V 12 W LED LITHONIA LHQMLED-G-HO COMBO EXIT LIGHTING SHALL INCLUDE 2 EMERGENCY LIGHTS. MOUNTING HEIGHT SHALL BE 6" TO 12" ABOVE
DOOR BEING SERVED.
NOTE:
1. LIGHTING FIXTURES SCHEDULE INFORMATION SHOWN IS BASIS OF DESIGN. SUBMITTED FIXTURES SHALL BE FULLY EQUAL TO THE SHOWN FIXTURES OR WILL BE DISAPPROVED. SUBMITTED FIXTURES ARE TO BE APPROVED BY OWNER REPRESENTATIVE.
PHOTOMETRIC WERE RUN FOR ALL AREAS, ANY CHANGE IN DESIGN SHALL REQUIRE CONTRACTOR TO SUBMIT NEW PHOTOMETRIC CALCULATIONS.
2. FIXTURES SHOWN ABOVE ARE FOR ENTIRE PROJECT, AND FIXTURES MAY NOT BE USED ON ALL FLOOR PLANS.
3. PROVIDE FLANGE MOUNTING FOR FIXTURES RECESSED IN GYPSUM BOARD CEILINGS. FOR EXTERIOR FIXTURES VERIFY HARD CEILING BEING INSTALLED AND ADJUST FOR THICKNESS OF HARD CEILING.
4. LIGHTING FIXTURES DESIGNATIONS THAT END WITH "E" ARE INTENDED FOR EMERGENCY OPERATION AND IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE FIXTURE WITH 100% OPERATION DURING LOSS OF POWER PER UL 924..
5. LIGHTING CONTROL DIAGRAM APPEARS ON SHEET 1-E605. IT IS THE REASONABILITY OF THE CONTRACTOR TO TEST AND CONFIRM ABOVE LIGHTS AND CONTROLS ARE OPERATING TO THE OWNERS SATISFACTION BEFORE WORK WILL BE CONSIDERED
COMPLETE.REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 44
4
CONFORMED SET
280
UNK
5 '- 0 1 /4"
5 '- 0 1 /4"
5 '- 0 1 /4"
5 '- 0 1 /4"
5 '- 0 1 /4"
5 '- 0 1 /4"
BO S
BO S
BO S
BO S
BO S
BO S
XXXXXX
XXXXX
X XX XXXX BENCHBENCHBENCHBENCHBENCHBENCH
BENCH
BOCEOPBOCEOPBOCEOP
BOCEOPSTA
OR
INGNDLANE
FIRE
NO PARKING GENERATORBENCHBENCHEXISTING BAREXISTING RESTAURANTDRIVE
1-ELD-E10011-BC3-E1001MAIN COMMUNICATIONS ROOMMAIN ELECTRICAL ROOM500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/64" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:17:50 PM1-G-E100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE DEMOLITION PLAN - 1ST FLOOR-ELECTRICAL07-14-2017S12014 1/64" = 1'-0"1COMPOSITE 1st FLOOR DEMOLITIONNNORTHREVISIONS#DATEDESCRIPTIONBYORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDCONFORMED SET281
Table
Table
Table
Table
Table Table
Table
Table
Table
Table
Table
Table
Table
Table
Table
Table
TableTable
Table
shredder
copier
printerhp 8550 1-SA-E101111-SA-E200MECH/ELECTRICAL RM.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/64" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:17:58 PM1-G-E101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE DEMOLITION PLAN - 2ND FLOOR-ELECTRICAL07-14-2017S12014 1/64" = 1'-0"1COMPOSITE 2ND FLOOR DEMOLITION PLANNNORTHREVISIONS#DATEDESCRIPTIONBYORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDCONFORMED SET282
UNKRESTRICTEDAREAKEEPOUT GENERATOR5 '- 0 1 /4"
5 '- 0 1 /4"
5 '- 0 1 /4"
5 '- 0 1 /4"
5 '- 0 1 /4"
5 '- 0 1 /4"
BO S
BO S
BO S
BO S
BO S
BO S
REF.D W
GENERATOR(LTO)(S)(SVO)GENERATORDDDDDDDDDDDDDDDUDEJBEJBGM EJBEJBEJBEJBEJBEJBEJBUUTDDDDDDDDEMEMTDEMEJBEJBTSBELEVATORSHAFTEND OF STAIRSAND ESCALATORACCORDIONSTYLE DOORSACCORDIONSTYLE DOORSACCORDIONSTYLE DOORSCOLUMN (TYP)COLUMN (TYP)EXTENTS OFESCALATORCOLUMN (TYP)I BEAM (TYP)ACCORDION STYLE DOORSROLL UP DOORUNKTHIS SECTION OF EOP IS A GUESSCANT VERIFY IF CURBING IS HERE OR NOTTHIS SECTION OF CONCRETE IS A GUESSCANT VERIFY IF CURBING IS HERE ORNOTBUILDING ADDITIONCANOPYCANOPYCANOPYEXISTINGPARKING GARAGENEW LOADING DOCK FACILITYSKYWALK ADDITION EXISTING WELCOME CENTEREXISTING LOADING DOCKINBOUND BAGGAGE CLAIMA1-06CUSTOMS FISINBOUND BAGGAGENEW GATES 1-4TICKETINGOUTBOUND BAGGAGESCREENINGCUSTOMSFISBLOCKHOUSE ADDITION1-WP-E10211-WP-E10111-LD-E10011-NIE-E10111-BC3-E20211-BC3-E10111-NEE-E10111-FIS-E10111-BH-E10111-BC3-E20111-FIS-E20111-FIS-E20121-FIS-E10121-BC3-E10211-BC3-E20311-WP-E20111-WP-E10221-ELD-E1001ELECTRICALROOMELECTRICALROOMMAIN ELECTRICAL ROOMELECTRICALROOMHANGAR ROADAIRLINE AVE.RED CLEVELAND BLVD.ELECTRICALROOM1-ELD-E1011500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/64" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:18:16 PM1-G-E102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE PLAN - 1ST FLOOR -ELECTRICAL07-14-2017S12014NNORTH 1/64" = 1'-0"1COMPOSITE 1ST FLOOR ELECTRICAL PLAN - PHASE 1REVISIONS#DATEDESCRIPTIONBYORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDCONFORMED SET283
1-SA-E11011-NIE-E1011ELECTRICALROOMELECTRICALROOM500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/64" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:18:24 PM1-G-E103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE PLAN - 2ND FLOOR -ELECTRICAL07-14-2017S12014 1/64" = 1'-0"1COMPOSITE 2ND FLOOR ELECTRICALNNORTHREVISIONS#DATEDESCRIPTIONBYORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDCONFORMED SET284
-1-SA-E11011-NIE-E1011ELECTRICALROOMELECTRICALROOM500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmE.PALMERE.PALMERT.NASHT.NASH 1/64" = 1'-0"C:\Users\lmurrah\Documents\MEP_S12014_03_23_16_lmurrah.rvt9/27/2017 11:32:25 AM1-G-E103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE PLAN - 2ND FLOOR -ELECTRICAL08-11-2017S12014 1/64" = 1'-0"1COMPOSITE 2ND FLOOR ELECTRICALNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBYCONFORMED SET285
GENERATORD
PBX
PBX
S
S
PBX
PBX
PBX
U
U
PBX
D
PBX
EM
T
PBX
PBX
PBXPBX
PBX
EM
CO
CO
G
GCO
S
UNK
EXISTING TRASH
COMPACTOR
SHALL BE
RELOCATED.
EXISTING 1.5MV FPL
TRANSFORMERS
CONNECTED TO MDP1 &
MDP2 IN ELECTRICAL
ROOM F
300KW NEW, 480V, 3PH,
GENERATOR & LEVEL 2
SOUND & WEATHER
ENCLOSURE & DIESEL
GENERATOR WITH FUEL
UNDER TANK WITH
ISOLATORS.
2
5
1
5
T
T
AIR
AIR
AIR
EXIST.
GEN.
PROVIDE MAIN
NEMA 3R, 480V,
3PH, 400AMP
ENCLOSED
BREAKER.
6
NEW LOADING
DOCK
BUILDING
(PHASE II)
FUTURE ADDITION
TO OUTBOUND
TERMINAL.
COORDINATE
WITH FUTURE
CANOPY
REGARDING ANY
UNDER GROUND
CONNECTIONS.
7
8
(PHASE II)
FUTURE CANOPY
ADDITION.
9
7
104
AFTER ENTERING
BUILDING RUN
COMMUNICATION
CONDUIT OVERHEAD TO
MAIN OUTBOUND
COMMUNICATIONS
ROOM.
GENERATOR
ANNUN. PANEL
11
PNL-SL1
TSL1
60/50/3R
LD-MDP- 37,39,41
TIMECLOCK /PHOTOCELL
LD-MDP- 22
SG2
LD-MDP- 22
SG2
LD-MDP- 22
SG2
LD-MDP- 22
SG2
LD-MDP- 22
SG2
LD-MDP- 22
SG2
LD-MDP- 22
SG2
LD-MDP- 22
SG2
LD-MDP- 22
SG2
SL1- 1
SE
SL1- 1
SE
SL1- 1
SE
SL1- 1
SE
SL1- 1
SE
SL1- 1
SE
SL1- 1
SESL1- 1
SE
SL1- 1
SE
SL1- 1
SE
SL1- 1
SE
SL1- 1
SE
SL1- 2
SE
SL1- 2
SESL1- 2
SE
SL1- 2
SE
SL1- 2
SE
SL1- 2
SE SL1- 2
SE
SL1- 2
SE
SL1- 2
SE SL1- 2
SE
SL1- 2
SE
SL1- 2
SE
EXISTING GARAGE
SHEET 1-WP-E201EQUIPMENT
GROUND
3#6 & 1#8G IN
1"SCHED 80 CONDUIT.
TSLI 30KVA TFMR
13
13
14
15
(TYP. OF 12)
(TYP.OF12)
12
TRASH COMP.
PERMANENT
LOCATION 2
16
TRASH COMPACTOR
TEMPORARY LOCATION 1 FIXTURES & CIRCUITING PROVIDED
UNDER PHASE II DRAWING.
SLD
SLB
FIXTURES AND CIRCUITING
PROVIDED UNDER
PHASE II DRAWINGS.6
PROVIDE NEW 3"
CONDUIT FOR POINT OF
CONNECTION FOR
EXISTING GENERATOR.
EXTEND
TO LD-MDP
COORDINATE EXACT
ROUTING WITH
OTHER UTILITIES.SHEET 1-WP-E201LD-MDP
91HM3
T
3
HANG AR RO ADRED CLEVELAND BLVD.
A IR L IN E A V E .17
17
EXISTING BUILDING
1776 HANGAR BLVD.
J
LDLVS-23
18
FIXTURES AND
CIRCUITING
PROVIDED UNDER
PHASE II DRAWINGS.
SWITCH
APPROX. LOCATION
OF NEW POWER CO.
SWITCH.
PROVIDE TRYSTAR #GDS-125W-LF-
GIJQ STAINLESS STEEL 1200 AMP
SHUNT TRIP BREAKER QUICK
CONNECT WITH LOAD DUMP ON (2)
CONCRETE POST AND UNISTRUT.
PROVIDE UNDERGROUND CONNECTIONS
TO 1MW CAT GENERATOR TO LOAD BANK
TRYSTAR BOX PER MANUFACTURER
INSTRUCTIONS. PROVIDE NEEDED CONTROLS
AND RELAYS FOR LOAD BANK TESTING.
T
GEC
350ft
VD=2.71%
(E)
(N)
EXISTING
FP&L UG
CONDUIT
SHALL BE
ADJUSTED
PER FP&L
PROVIDE CONCRETE
ENCASED UNDER
BUILDING & 5FT FROM
BUILDING.
EXISTING FP&L
CONDUIT TO BE
COORDINATED
BEFORE INSTALLING
LANDSCAPE
LIGHTING.
PROVIDE
APPROX.
LOCATION OF
NEW POWER
CO. 5FTX10FT
FP &L SPLICE
BOX.
PROVIDE
4"SCHED 80
PVC U.G.
COMMUNICATI
ON CONDUIT
TO IT ROOM.
STUB-UP IN IT RM.
EXISTING UG
CONDUIT TO REMAIN.
EXACT LOCATION OF
FP&L TFMR. TO BE
DETERMINED.
PROVIDE NEW 100
PAIR PHONE CABLE,
12 STRAND MM AND
12 STRAND SM
FIBER TO ORANGE
AIR BUILDING #145.
19
AREA OF WORK
TERMINA
L
ADDITION
WEST
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLANNEW LOADING DOCKEXISTING
LOADING
DOCK
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.
Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASHAs indicatedC:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 11:58:52 AM1-LD-E100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDANEW LOADING DOCK - ELECTRICAL SITE PLAN08-11-2017S12014 1" = 20'-0"1 NEW LOADING DOCK ELECTRICAL SITE
1. CONTRACTOR TO CONTACT UTILITY COMPANIES TO MARK ROUTING OF WATER, GAS, ELECTRIC, SANITARY, AND STORM IN AREA OF
WORK. FIELD VERIFY ANY DISCREPANCIES OR CONFLICTS AND DOCUMENT CONDITIONS IMMEDIATELY UPON DISCOVERY AND CONTACT
OWNER AND ENGINEER.
2. COORDINATE WITH OWNER FOR ALL POWER OUTAGES 2 FULL WEEKS AHEAD OF EVENT. PROVIDE TEMPORARY POWER AS NEEDED TO
KEEP OWNER OPERABLE.
3. UNDERGROUND PVC SHALL BE ENCASED IN CONCRETE WERE HEAVY TRAFFIC OR UNDER BUILDING, AND BE SCHEDULE 80 . SEE SHEET
1-801 DETAIL 3 FOR EXAMPLE.
4. DRAWING CONTAINS WORK TO BE PERFORMED DURING DIFFERENT PHASING OF CONSTRUCTION. CONTRACTOR IS FULLY
RESPONSIBLE FOR COORDINATING AND PERFORMING WORK FOR PHASE I & PHASE II.
5. CONTRACTOR TO PROVIDE AIMING & COMMISSIONING FOR LIGHT FIXTURES PERTAINING TO THIS PROJECT.
6. SEE 1-E700 SERIES DRAWINGS FOR PANEL SCHEDULES PERTAINING TO THIS SHEET.
GENERAL NOTES:
PROVIDE NEW POLE, AND CIRCUIT AS REQUIRED FOR REINSTALLATION OF EXISTING LIGHTING FIXTURES ON NEW POLE.
RECONNECT TO EXISTING LIGHTING CIRCUIT, BACK TO ORIGINAL PANELBOARD AND CONTROLS. REUSE EXISTING
CONDUIT WERE APPLICABLE, AND REPLACE WHERE NEEDED. REFER TO CIVIL DEMOLITION PLAN CD1.00 FOR ADDITIONAL
INFORMATION.
PROVIDE AND EXTEND NEW BRANCH CIRCUITING FOR RELOCATION OF TRASH COMPACTOR. UNDERGROUND ELECTRICAL
TO BE RUN IN 1" SCHEDULE 80PVC CONDUIT MINIMUM BURIAL DEPTH PER NEC 300.5 AND WARNING TAPE. TRASH
COMPACTOR WILL BE RELOCATED TO INDICATED LOCATION FIRST AND THIRD STAGE OF THIS AREA'S CONSTRUCTION.
PROVIDE NEW 400 AMP SERVICE WITH UNDERGROUND 4#600KCMIL CU IN 4" CONDUIT. PROVIDE CONCRETE DUCT BANK
WITH (1) SPARE 4" CONDUIT AND PULL WIRE EXACT ROUTING SHALL BE ADJUSTED IN FIELD BASED ON FIELD CONDITIONS
AND EXISTING UTILITY LOCATIONS.
PROVIDE GENERATOR CONNECTIONS AS NEEDED FOR A FULLY OPERABLE EMERGENCY SYSTEM. REFER TO ELECTRICAL
PLAN 1-LD-E101 FOR ADDITIONAL INFORMATION.
EXISTING LIGHTING FIXTURES ARE TO BE REMOVED, REFURBISHED TO AS-NEW CONDITION, AND REINSTALLED ON
EXISTING POLE.
DEMOLISH EXISTING LIGHT POLE AND FIXTURE. RECONNECT AND EXTEND UNDERGROUND PARKING LOT LIGHTING
CIRCUIT BACK TO TERMINAL BUILDING FEEDING REMAINING LIGHT POLES. PATCH AND BRING EXISTING SURFACE.
RELOCATE EXISTING TRASH COMPACTOR AND HYDRAULIC CONTROLLER TO TEMPORARY LOCATION 1. HARD WIRE TO
TEMPORARY EXTERIOR 480V, 3 PHASE DISCONNECT WITH #8 CU SO CORD WHEN POWER IS AVAILABLE FROM THE NEW
LOADING DOCK BUILDING. THE TRASH COMPACTOR SHALL THEN BE RELOCATED TO TEMPORARY LOCATION 2 UNTILTHE
FUTURE PHASE II CANOPY WORK IS NEAR COMPLETION. THE CONTRACTOR SHALL COORDINATE THE FUTURE FINAL
RELOCATION AFTER THE CANOPY CONSTRUCTION IS COMPLETE. SEE SHEET 1-LD-E101 FOR CIRCUITING FROM
DISCONNECT TO BRANCH PANEL.
CONTRACTOR SHALL COORDINATE WITH FP&L REGARDING EXACT LOCATION AND REMOVAL OF SERVICE FEEDER BEFORE
ANY WORK IS PREFORMED. CONTRACTOR SHALL DEMOLISH CONDUIT PER THE DIRECTION OF THE UTILITY FROM EXISTING
TRANSFORMERS TO UTILITY SWITCH.
CONTRACTOR TO TRACE EXISTING TRASH COMPACTOR CIRCUIT AND RETYPE PANEL DIRECTORY FOR "1HM3". REMOVE
EXISTING BRANCH FEEDER AND PROVIDE REPLACEMENT #8 CU CONDUCTORS AND UNDERGROUND 1" CONDUIT TO FINAL
LOCATION OF TRASH COMPACTOR AFTER CONSTRUCTION OF CANOPY IS COMPLETED.
PROVIDE (2) 4" SCHEDULE 80PVC TELECOMM UNDERGROUND CONDUITS ENCASED IN CONCRETE. INSTALL CONDUIT 18"
ABOVE NEW LOADING DOCK IT ROOM FLOOR TO MAIN COMMUNICATIONS ROOM IN TERMINAL.
CONCRETE SLAB LOCATION FOR GENERATOR SHALL BE COORDINATED WITH CIVIL DOCUMENTS CONFIRMING THE
LOCATION OF ELECTRICAL CONDUITS AND UL RATED 24HR DIESEL UNDER BELLY TANK. THE DESIGN SELECTION WAS
BASED ON CATERPILLAR #C9 300KW GENERATOR WITH TRYSTAR LOAD BANK 400 AMP QUICK CONNECT WITH LOAD DUMP
CONTACTS, BATTERY CHARGER, ALTERNATOR CONDENSATION HEATER, 5 YEAR WARRANTY, SHUNT TRIP BREAKER, LEVEL
1 SOUND ATTENUATION ENCLOSURE, REMOTE ANNUNCIATOR, AND BREAK GLASS EMERGENCY STOP. ANY SUBMITTED
ALTERNATES MUST BE PRE-APPROVED BY CLIENT AND ARCHITECT/ENGINEER. CONTRACTOR SHALL PROVIDE ANY
SUPPORTIVE CONNECTIONS TO GENERATOR NEEDED FOR A FULLY OPERABLE SYSTEM.
(9) BOLLARDS ON NORTH SIDE OF STREET ARE TO BE INSTALLED DURING PHASE II. PROVIDE FOR POWER 5'-0" OUTSIDE OF
LOADING DOCK BUILDING UNDER PHASE I.
(12) TREE LIGHTING ON SOUTHWEST SIDE OF STREET TO BE PROVIDED UNDER PHASE I. PROVIDE RACK WITH 480V
DISCONNECT, TRANSFORMER, 208V/120V/3PH PANELBOARD, TIMECLOCK PHOTOCELL. COORDINATE EXACT LOCATIONS OF
LIGHTING AND POWER EQUIPMENT WITH LANDSCAPE PLAN L1.06 AND L2.02
(12) TREE LIGHTS ARE TO BE PROVIDED UNDER PHASE II CONSTRUCTION. PROVISIONS TO BE MADE UNDER PHASE I FROM
PANEL SL1 FOR INSTALLATION OF LIGHTING. COORDINATE WITH LANDSCAPE PLAN L2.02 FOR APPROXIMATE LOCATIONS
OF LIGHTING.
SEE SHEET 6/1-E801 FOR RISER DETAIL.
EXISTING EXTERIOR VERTICAL CONDUITS, CONDUCTORS, AND LOW VOLTAGE CABLES SHALL BE TRACED. AS-BUILTS SHALL
BE CREATED AND SUBMITTED WITH START AND END FOR CONDUCTORS AND CABLES TO ENGINEER AND OWNER.
CONTRACTOR SHALL PRODUCE A REPORT FOR SEQUENCE OF OPERATIONS FOR REROUTING CONDUIT WITH MINIMAL
OUTAGE AS POSSIBLE. CONSTRUCTION WILL BE PERFORMED UNDER NEXT PHASE OF CONSTRUCTION.
PROVIDE (2) 6" EMPTY SCHEDULE 80 PVC CONDUIT IN CONCRETE UNDERGROUND WITH PULL WIRE FOR MEDIUM VOLTAGE
UTILITY. COORDINATE WITH FP&L FOR FINAL ROUTING AND STUB-UPS. PROVIDE UTILITY WITH EXACT FINAL LOCATION IN
AS-BUILT.
PROVIDE WATER TIGHT STUB UP WITH JUNCTION BOX FOR GROUND MOUNTED BUILDING SIGN. PROVIDE FULLY OPERABLE
TIMECLOCK AND PHOTOCELL OPERATION FOR THIS SIGNAGE. CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH
ARCHITECT AND SIGNAGE PACKAGE PRIOR TO START OF WORK.
GENERATOR SERVES EXISTING 4 POLE AUTOMATIC TRANSFER SWITCHES. AS BUILT DOCUMENTATION AND INSPECTION
DOES NOT VERIFY THE NFPA 70-11 250.30 REQUIRED SYSTEM BONDING JUMPER. FOR A SEPARATELY DERIVED
ALTERNATING CURRENT SYSTEM E.C. SHALL PROVIDE DOCUMENTATION FOR EXISTENCE OF REQUIRED SYSTEM BONDING
JUMPER. IF ABSENT, CONTRACTOR SHALL PROVIDE NFPA 70-11 PART III COMPLIANT GROUND ELECTRODE SYSTEM AND
GROUND ELECTRODE AND CONDUCTOR TO BE BONDED TO THE GENERATOR GROUNDED CONDUCTOR (NEUTRAL) IN
COMPLIANCE WITH NFPA 70-11 250.30.
1
2
3
4
KEY NOTES:
5
6
7
8
9
10
11
12
13
14
15
16
N
NORTH
17
18 REVISIONS#DATEDESCRIPTIONBY208/11/2017ADDENDUM 2409/08/2017ADDENDUM 419
2
2
2
4
4
CONFORMED SET
286
MMMMMMMMPJ
JJ
J
JJ
J
J
J
JJ
J
J J
MJ
J
J
JJ
J
J
MMMJJJ
J
J J
JJ
J
J
LD-MDP
XFMR LD-LV
1-LD-AHU-3
LD-UPS
COOLER
REMOTE CU
ATS-LD
GFI
GFI
GFI
GFI GFI
GFI
GFCI
GFCI
GFCI
EVAP
PANEL LDLVB
PANEL LDLVS
PANEL
LDUPSS
OHD PB
STATION
LD-LV1
LDLV1- 23,25,27
LDLVS- 20,22,24
LDLV1- 16,18,20
LDLV1- 22,24,26
30/25/3
NEMA 3R
30/3/NF/3R
30/3/NF/3R30/3/NF/3R
7
1
GFI
LOADING DOCK
LD-1
RESTROOM
LD-2
BADGING
LD-5
OFFICE
LD-6
RESTROOM
LD-7
HVAC
LD-4
STORAGE
LD-9
RECEPTION
LD-8
OFFICE
LD-18
CORRIDOR
LD-14
INTERVIEW
LD-10
STORAGE
LD-17
ARMS
LD-15
IT
LD-16
OFFICE
LD-19
CHIEF
LD-20
BREAK ROOM
LD-21
CORRIDOR
LD-14
RESTROOM
LD-13
SHOWER
LD-12
HVAC
LD-11
GFI
GFI
GFI
LDLV1- 11
LDLV1- 11
LDLV1- 11
LDLV1- 11
LDLV1- 11
GFI
LDLV1- 40
LDLV1- 40
LDLV1- 40
GFCI
LDLV1- 40
LDLV1- 12
LDLV1- 14LDLV1- 10 LDLV1- 15
500 WATT
LIGHTING
INVERTER
LDLV1- 17,19,21
LDLV1- 34
LDLV1- 9
U
U
UUUU
U U U U U
U
LDUPSB- 1LDUPSB- 1LDUPSB- 2
LDUPSB- 4 LDUPSB- 3
LDUPSB- 5
LDLVB- 8
LDLVB- 8
LDLVB- 4LDLVB- 5LDLVB- 10
LDLVB- 1
LDUPSB- 2LDUPSB- 2
LDUPSB- 4 LDUPSB- 3
LDLVB- 2
LDUPSB- 6
LDLVB- 3
LDLVB- 3
LDLVB- 2
LDUPSB- 7
LDLVS- 16
LDLVB- 7
LD-UPS1
U
U
U
UUU
U
U
U
U
U
U
LDLVS- 21
U
U
GFI GFI
LDLVS- 4
LDUPSS- 2 LDLVS- 4
LDLVS- 4
LDUPSS- 2 LDUPSS- 3
LDLVS- 4
LDUPSS- 3
LDLVS- 4
LDLVS- 2 LDUPSS- 4
LDUPSS- 4
LDUPSS- 4
LDLVS- 2
LDLVS- 1 LDLVS- 1
LDUPSS- 8
LDLVS- 10
LDUPSS- 11
LDLVS- 14
LDLVS- 5
LDLVS- 5
LDLVS- 3LDLVS- 3
LDLVS- 3
LDUPSS- 1
LDUPSS- 1
LDUPSS- 1
LDLVS- 10
LDLVS- 10
LDUPSS- 7
LDUPSS- 7
LDUPSS- 6
LDUPSS- 5
LDLVS- 10
LDLVS- 10
LDLVB- 11,13,15
50KVA
400AMP SERVICE
DISCONNECT
LDLVS- 9
112.5KVA
TO EXISTING FPL
TRANSFORMER SEE
SHEET 1-LD-E100
LDLVS- 11
OHD PB
STATION
LDLVS- 10
4 4
4 4
5
4
4
LDUPSS- 10
LDUPSS- 10LDUPSB- 8
LDLV1- 39
LDLV1- 39
3#10, 1#10G-3/4"C
LDLV1- 8
HD
8
9
9
9
1-LD-EF-1
1-LD-EF-2
1-LD-EF-3
1-LD-EF-4
1-LD-EF-5
DOCK
LEVELERDOCK
LEVELER
LDLV1- 29
30/NF/1
NEMA 1
30/NF/1
NEMA 1
16"BELOW SLAB
16"BELOW SLAB
HD
LDLVS- 8
LDLVS- 12
LDLVB- 14
1-LD-EWH-2
30/3/NF/3
LDLVS- 13,15,17
1
1
10
10
COMPACTOR
60/NF/3
NEMA 3R
LD-MDP- 2,4,6
3#8, 1#10G-3/4"C
6
DISHWASHERDISPOSAL
LDLVB- 3
12
12
12
12
12 12
12
12
12
LDLVS- 2
12
13
ST
60/3/F/1
60/3/F/1
14
ABOVE CTR.
ABOVE CTR.
LDLVS- 18
LDUPSS- 8
15
LDUPSS- 9
LDUPSS- 9
1616 16
MONITOR
+60"AFF
MONITOR
+60"AFF
MONITOR
+60"AFF
MONITOR
+60"AFF
LDUPSS- 12
LDUPSS- 12
LDUPSS- 14
LDUPSS- 14
LDUPSS- 16
LDUPSS- 16
LDUPSS- 16
GENERATOR
ANN. PANEL
STAND-BY GENERATOR
FOR LOADING DOCK BLDG.
SUMP PUMP
PROVIDE WATER
TIGHT GASKET.
30/NF/1
NEMA 4X
ELECTRICAL CONNECTIONS
TO SUMP PUMP SHALL BE
WATER TIGHT.
LDLV1- 28
LDLVS- 7GFI
GFI
LDUPSS- 11
17 17 17
LDLVS- 25
LDLVB- 6
LDLVS- 25
LDLV1- 7 LDLVB- 12
1-LD-EF-6
1
1
LDLVS- 19
3
1
18
OHD PB
STATION
1-LD-AHU-2
1-LD-CU-11-LD-CU-2
8
1-LD-AHU-1
1-LD-EF-7
3#8 & 1#10G-3/4"C.
1-LD-EWH-130/3/NF/1
LDLVB- 17,19,21
3#10 & 1#10G-3/4"C
3#10-1#10G-3/4"C
3#8 & 1#10G-1"C.
3#10 & 1#10G-3/4"C
LDLVS- 26
RELAY TIME
CLOCK
6
LDLV1- 39
3#12, 1#12G-3/4"C
2
LDUPSS- 10
44466
LDLV1- 32
ULDUPSS- 6
LDUPSS- 11
HD
HD
BAS
LDLV1- 33
BAS
LDLVB- 18
BAS
LDLVS- 6
U
4 4
LDUPSB- 8 LDUPSS- 10
2
(2)4"C.
STUB-UPS
1919
(TYP. OF 2)(TYP. OF 2)
2
LDLVB- 8
PNL LDUPSB
17
CLG.
CLG.
CAMERA
CAMERA
LDLVB- 23
LDLVB- 23
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASH 1/4" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/8/2017 1:05:58 PM1-LD-E101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDANEW LOADING DOCK - FIRST FLOOR - POWERPLAN08-11-2017S12014N1. REFER TO SHEET 1-LD-E100 FOR AREA PLAN.
2. PROVIDE UL-489 LISTED EQUIPMENT BRANCH BREAKER IN PANELBOARDS FOR
AIR CONDITIONING, HEATING, AND REFRIGERATION EQUIPMENT.
3. SEE SHEET 1-E601 FOR ONELINE DIAGRAM SHOWING PANEL AND
TRANSFORMER CONNECTIONS.
4. ELECTRICAL CONTRACTOR IS TO PROVIDE JUNCTION BOXES, RACEWAY, AND
PULL STRING BACK TO TELECOM ROOM FOR CAMERAS, SECURITY, DOOR
HARDWIRE DEVICES, AND ACCESS CONTROL PADS PER LOW VOLTAGE TY-XXX
SERIES DRAWINGS.
5. ELECTRICAL CONTRACTOR IS TO PROVIDE JUNCTION BOX, RACEWAY, PULL
WIRE, AND CABLE TRAY FOR TELECOMM DEVICES SHOWN ON TA, TC, TD, TI, TN,
& TT-XXX SERIES DRAWINGS.
GENERAL NOTES:
1
2
KEY NOTES:
N
NORTH
3
EXHAUST FAN CONTROLLED BY AHU. SEE DETAIL 7 ON SHEET 1-E801 FOR ADDITIONAL INFORMATION.
NEW SECURITY AREA.
PROVIDE CONTROLS WITH AHU FOR BREAK ROOM EXHAUST FAN.
PROVIDE RACEWAY FOR LOW-VOLTAGE DOOR HARDWARE. COORDINATE WITH LOW VOLTAGE 1-T-XXX SERIES PLANS FOR ADDITIONAL INFORMATION
REGARDING HARDWARE, CONTROLS, AND EXACT DOORS CONTROLLED.
PROVIDE JUNCTION BOX AND POWER CONNECTION TO FLOW AND TAMPER SWITCHES. EXACT LOCATION TO BE VERIFIED BEFORE START OF WORK.
OVERHEAD DOOR CONNECTIONS ARE BASED ON 1/2HP, 120V ROLL UP COMMERCIAL DOORS SIMILAR TO OVERHEAD DOOR. CONTRACTOR TO PROVIDE
ALL CONNECTIONS NEEDED FOR A FULLY OPERABLE SYSTEM.
PROVIDE NEMA 3R SHUNT TRIP FOR GENERATOR ON EXTERIOR WALL. CONTRACTOR TO PROVIDE ALL CONNECTIONS, CONDUIT AND BRANCH FEEDERS
FOR A FULLY OPERABLE SYSTEM.
PROVIDE AND CONNECT LIGHTING AND WALK IN COOLER DOOR CONNECTIONS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.
PROVIDE FUSED DISCONNECT AND FUSES BASED ON MANUFACTURER'S NAMEPLATE RATING.
PROVISIONS FOR DOCK LEVELERS BASIS OF DESIGN IS ON 1HP, 208V, 3PH RIGHT-HITE EQUIPMENT. COORDINATE EXACT MANUFACTURE AND MODEL OF
DOCK LEVELER SUBMITTAL DATA BEFORE IT IS SUPPLIED TO SITE. CONTRACTOR SHALL SUPPLY FINAL EQUIPMENT WITH POWER THAT IS REQUIRED FOR A
FULLY OPERABLE SYSTEM.
PROVIDE AND INSTALL KITCHEN EQUIPMENT CONNECTIONS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.
PROVIDE ASHRAE 90.1 COMPLIANT OCCUPANCY CONTROLLED RECEPTACLES IN OFFICE AREAS. PROVIDE POWER SUPPLY/RELAY ABOVE CEILING TO
WORK IN LINE WITH LIGHTING OCCUPANCY SENSOR. RECEPTACLES SHALL BE LABELED AS SWITCHED FROM THE RECEPTACLE MANUFACTURE.
COORDINATE WITH EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ELECTRICAL CONNECTIONS FOR KITCHEN INSTALLATION.
CONTRACTOR SHALL SUPPLY NEEDED CONNECTIONS NECESSARY FOR A FULLY OPERABLE SYSTEM.
PROVIDE RACEWAY AND JBOX TO ROOM FOR CAMERAS COORDINATE WITH LOW VOLTAGE T-SERIES PLANS FOR EXACT LOCATIONS AND ADDITIONAL
REQUIREMENTS.
PROVIDE GROUND BAR AND GROUNDING TO RACKS, CABLE TRAY, AND CONNECT TO BUILDING GROUNDING SYSTEM. SEE DETAILS SHEET 1-E801.
LOCATION OF CONDENSERS AND DISCONNECTS ARE TEMPORARY AND FINAL LOCATION SHALL BE DETERMINED IN FIELD, BASED ON FINAL LOCATION OF
GENERATOR.
PROVIDE JUNCTION BOX ABOVE CEILING WITH HARDWIRE CONNECTION TO LOW VOLTAGE TRANSFORMER PROVIDED BY MECHANICAL AND INSTALLED BY
ELECTRICAL FOR AUTOMATIC CONTROLS FOR LAVATORIES AND WATER CLOSETS.
PROVIDE UNDERGROUND CONDUIT AND CONDUCTOR FROM ATS TO GENERATOR SHOWN ON ONELINE DIAGRAM SHEET 1-E601. CONTRACTOR SHALL
VERIFY ROUTING IS FULLY COORDINATED WITH OTHER UTILITIES PRIOR TO START OF WORK.
4
5
6
7
8
9
10
11
12
13
14
15
16 ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
NEW LOADING
DOCK
BUILDING OUTBOUND F.I.S. /
CUSTOMS
INBOUND
1/4" = 1'-0"1 ELECTRICAL NEW LOADING DOCK FIRST FLOOR - POWER PLAN
17
18
PROVIDE DIGITAL METER FOR BADGING, SECURITY, AND UPS LOADS WITH INTERNAL TO PANELS. CONTRACTOR IS RESPONSIBLE FOR A CLEAN AND
PROFESSIONAL INSTALLATION OF CONDUIT AND FEEDER.
19 REVISIONS#DATEDESCRIPTIONBY2 08/11/2017ADDENDUM 24 09/08/2017ADDENDUM 42
2
4
CONFORMED SET
287
OS
OS
OS
OS
OS
os
osos
osOS OS
OS
OS
OS
OS
OS
OSos J
OS
OS
PP
DL
PP PP
PP
DL
PP
PP
PP
PP OSOSOS
EXPOSED
CEILING
10' - 0"
9' - 0"
9' - 0"
9' - 0"9' - 0"
10' - 0"
9' - 0"
9' - 0"
BAR JOIST ABOVE
ALUMINUM TRELLIS
ALUMINUM TRELLISMETAL SOFFIT PANEL
9' - 0"
9' - 0"9' - 0"
9' - 0"
9' - 0"
COOLER PACKAGE REFER TO SPEC
- SUPPLIED AND INSTALLED BY G.C.
8' - 0"
8' - 0"
EXPOSED
CEILING
9' - 0"
9' - 0"
EXPOSED CEILING
EXPOSED
CEILING
AP AP AP AP AP AP
AP
AP
AP AP
9' - 0"
a
b
a abSLB
SLB SLB SLB
SLB
SLB
CH CH
CH CH
CH CH CH
C
C
C
A
AE
AE
A
A
BB
B1E
BE
B
BE
B B
B
A AE
A
AE
AE
AE A
A A
B1E
AE
B1
BE
B
C
10'AFF
(TYP. OF 7)
11'-0"AFF
(TYP. OF 3)
8'AFF
(TYP. OF 5)
X
X
X
X1
LD-MDP- 16 LD-MDP- 8
LD-MDP- 16LD-MDP- 8
LD-MDP- 8 LD-MDP- 8 LD-MDP- 16
LD-MDP- 16
LD-MDP- 15 LD-MDP- 15 LD-MDP- 15
LD-MDP- 15
LD-MDP- 15
LD-MDP- 15
LD-MDP- 16
LD-MDP- 17
LD-MDP- 17
LD-MDP- 10
LD-MDP- 17
LD-MDP- 17
LD-MDP- 17
LD-MDP- 10
LD-MDP- 17
LD-MDP- 17
LD-MDP- 18
LD-MDP- 18
LD-MDP- 12
LD-MDP- 12
LD-MDP- 18 LD-MDP- 18 LD-MDP- 18 LD-MDP- 18
LD-MDP- 18
LD-MDP- 12LD-MDP- 18
LD-MDP- 18
LD-MDP- 18
LD-MDP- 18
LD-MDP- 18
LD-MDP- 12
LD-MDP- 12
LD-MDP- 12 LD-MDP- 18
LD-MDP- 18LD-MDP- 18
LD-MDP- 12
LD-MDP- 12
LD-MDP- 18
SLB LD-MDP- 15SLD SLD
SLD
SLD
NL
BADGING
LD-5
A
LD-MDP- 17
BE
LD-MDP- 18
B
LD-MDP- 18
B
LD-MDP- 18
CH
LD-MDP- 8
D1 D1 D1
LD-MDP- 24
LD-MDP- 15LD-MDP- 15LD-MDP- 15
LD-MDP- 24
a a b
a b
b
a a
C
D1
LD-MDP- 15
D1
LD-MDP- 15
TO EXH.
FAN
1
1
1
1
1
1
1
2
2 2
4
4
4
1
44
4
4
44444
4
4 4 4
LD-MDP- 24
LD-MDP- 24
b
b
b
a
a
5
NL
LD-MDP- 10
X1
LD-MDP- 12
X1
LD-MDP- 12
X1
6
6
7
7
7
7
EF
11'-0"
(TYP. OF 3)
12'-0"AFF
(TYP. OF 2)
11'-0"AFF 11'-0"AFF
LD-MDP- 16
PROVIDE
DIMMING
SWITCHES
PROVIDE DIMMING
FOR SWITCHES AND
POWER PACKS.
PROVIDE DIMMING
FOR SWITCHES AND
POWER PACKS.
D
DD
D
D
8
8
LD-MDP- 18
C
NL
3
66 6
8 (TYP.)
(TYP.)
(TYP.)
6 LD-MDP- 18
D4
LD-MDP- 18
B1 LD-MDP- 18
B1
RESTROOM
LD-7
LD-MDP- 10
LOADING DOCK
LD-1
COOLER
LD-3
RESTROOM
LD-2
HVAC
LD-4
STORAGE
LD-9
OFFICE
LD-6
HVAC
LD-11
INTERVIEW
LD-10
RECEPTION
LD-8 OFFICE
LD-18
CORRIDOR
LD-14
OFFICE
LD-19
CHIEF
LD-20
BREAK ROOM
LD-21
IT
LD-16
FIRE RISER ROOM
LD-22
RESTROOM
LD-13
SHOWER
LD-12
STORAGE
LD-17
ARMS
LD-15
BE
LD-MDP- 12
B
LD-MDP- 17
B
LD-MDP- 17
a
a
9'-0"AFF
9'-0"AFF
9'-0"AFF
9'-0"AFF
9'-0"AFF
CH
LD-MDP- 8
a
D
D
D
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
1/4" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/8/2017 1:05:59 PM1-LD-E201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDANEW LOADING DOCK- FIRST FLOOR - LIGHTINGPLAN08-11-2017S12014 1/4" = 1'-0"1 ELECTRICAL LOADING DOCK FIRST FLOOR - LIGHTING PLAN NN
NORTH
EMERGENCY LIGHTING ON INDICATED CIRCUIT TO BE BACKED UP VIA 500VA LIGHTING INVERTER. CONTRACTOR TO MAKE
ALL INVERTER CONNECTIONS VIA MANUFACTURER`S INSTRUCTIONS MANUAL. BASIS OF DESIGN IS MYERS #LV-3-R-3-B2003-F
AND IS LISTED FOR UL924 OPERATION. TO BACK UP LDMDP-24, AND LDMDP-16
ELECTRICAL LIGHTING FIXTURES IN THIS ROOM SHALL BE OCCUPANCY CONTROLLED WITH MAXIMUM TIME SETTING FOR
SENSOR.
PROVIDE LIGHTING CONTROL CABINET SIMILAR TO ACUITY BLUE BOX #GR1404SMNE1-GR1404LTINTDTCDVD6. PROVIDE AND
CONNECT PHOTOCELL ON ROOF WITH CONTROL WIRING IN CONDUIT BACK TO CONTROL BOX IN LOADING DOCK #LD-1.
ELECTRICAL LIGHTING FIXTURE TO RUN THROUGH CONTROL BOX IN LOADING LOCK #LD-1. OPERATION TIMES SHALL BE
COORDINATED WITH SURROUNDING PARKING LOT LIGHTING.
PROVIDE PHOTO CELL ON NORTHEAST SIDE OF ROOF FACING NORTH AND RUN CONDUIT BACK TO TIMECLOCK.
PROVIDE DAYLIGHT HARVESTING DIMMING IN THIS AREA AS REQUIRED BY ASHRAE 90.1 ENERGY REQUIREMENTS.
PROVIDE RECEPTACLE AND LIGHTING CONTROL OPERATION IN THIS ROOM..
FIRE ALARM SYMBOLS ARE SHOWN AS TO INDICATE THAT CONTRACTOR SHALL COORDINATE AND PROVIDE ANY NEEDED
FIRE ALARM RACEWAY PER SIMPLEX GRINNELL'S DIRECTION.
1
2
KEY NOTES:
1. CONTRACTOR SHALL COORDINATE EXTERIOR FIXTURES WITH STRUCTURE AND
ARCHITECT DOCUMENTS PRIOR TO START OF WORK.
2. PROVIDE FIRE ALARM AND CONNECTIONS TO GENERATOR, SECURITY, AND POWER
SYSTEMS SHALL BE COORDINATED WITH SIMPLEX GRINNELL.
GENERAL NOTES:
3
4
5
6
7
8
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
NEW LOADING
DOCK
BUILDING OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBY208/11/2017ADDENDUM 2409/08/2017ADDENDUM 42
2
4
CONFORMED SET
288
LPD Area Summary
Label Area Total Watts LPD
Arms LD-15 LPD 106.71 59.86 0.561
Badging LD-5 LPD 563.32 204.9 0.364
Break Room LD-21 LPD 238.07 136.6 0.574
Chief LD-20 LPD 190.42 119.72 0.629
Corridor LD-14 LPD 332.34 170.75 0.514
Fire Riser Room LD-22 LPD 21.42 33.19 1.549
HVAC LD-11 LPD 104.26 66.38 0.637
HVAC LD-4 LPD 42.44 33.19 0.782
Interview LD-10 LPD 70.04 34.15 0.488
IT Room LD-16 LPD 44.27 33.19 0.750
Loading Dock LD-1 LPD 1264 484.29 0.383
Office LD-18 LPD 107.57 59.86 0.556
Office LD-19 LPD 107.57 59.86 0.556
Office LD-6 LPD 191.04 119.72 0.627
Reception LD-8 LPD 120.46 59.86 0.497
Restroom LD-12 LPD 67.36 27.14 0.403
Restroom LD-13 LPD 53.24 19.57 0.368
Restroom LD-2 LPD 55.11 33.19 0.602
Restroom LD-7 LPD 49.88 19.57 0.392
Storage LD-17 LPD 25 19.57 0.783
Storage LD-9 LPD 72.04 19.57 0.272
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
Arms LD-15_Workplane Illuminance Fc 35.16 46.6 23.9 1.47 1.95
Badging LD-5_Workplane Illuminance Fc 34.28 48.8 14.5 2.36 3.37
Break Room LD-21_Workplane Illuminance Fc 41.72 53.2 24.1 1.73 2.21
Chief LD-20_Workplane Illuminance Fc 48.25 62.3 29.2 1.65 2.13
Corridor LD-14_Workplane Illuminance Fc 30.15 46.0 9.2 3.28 5.00
Fire Riser Room LD-22_Workplane Illuminance Fc 33.53 37.2 30.8 1.09 1.21
HVAC LD-11_Workplane Illuminance Fc 30.40 43.0 13.1 2.32 3.28
HVAC LD-4_Workplane Illuminance Fc 26.31 35.0 18.4 1.43 1.90
Interview LD-10_Workplane Illuminance Fc 30.18 39.1 22.2 1.36 1.76
IT Room LD-16_Workplane Illuminance Fc 26.45 33.7 20.8 1.27 1.62
Loading Dock_Workplane Illuminance Fc 45.80 71.5 12.0 3.82 5.96
Office LD-18_Workplane Illuminance Fc 34.94 46.4 23.2 1.51 2.00
Office LD-19_Workplane Illuminance Fc 36.45 47.0 26.3 1.39 1.79
Office LD-6_Workplane Illuminance Fc 50.04 62.9 27.9 1.79 2.25
Reception LD-8_Workplane Illuminance Fc 32.28 41.1 21.6 1.49 1.90
Restroom LD-12_Workplane Illuminance Fc 20.24 27.3 10.4 1.95 2.63
Restroom LD-13_Workplane Illuminance Fc 18.68 25.2 13.1 1.43 1.92
Restroom LD-2_Workplane Illuminance Fc 23.66 30.9 17.7 1.34 1.75
Restroom LD-7_Workplane Illuminance Fc 20.31 26.2 15.4 1.32 1.70
Storage LD-17_Workplane Illuminance Fc 23.72 29.1 19.3 1.23 1.51
Storage LD-9_Workplane Illuminance Fc 16.01 24.8 9.6 1.67 2.58
24.2 29.3 30.6 30.6 29.1 23.9
33.1 40.3 41.3 41.3 40.1 32.6
37.6 46.6 46.6 36.9
33.3 40.6 41.5 41.5 40.3 32.7
24.4 29.5 30.9 30.8 29.3 24.0
25.6 33.8 40.3 40.9 36.1 31.5 31.2 34.8 38.3 36.7 29.9 22.3
28.9 38.2 45.9 46.4 40.5 35.0 34.3 38.2 42.2 40.4 32.9 24.7
30.4 40.0 47.6 48.1 42.4 36.7 35.5 38.7 41.8 40.0 33.2 25.4
30.8 40.5 48.3 48.8 42.9 37.2 36.0 38.8 41.6 39.8 33.3 25.7
30.1 39.4 47.0 47.6 42.0 36.8 36.2 40.0 43.8 41.9 34.5 26.2
28.5 36.8 43.3 44.0 39.6 35.5 35.7 40.1 44.3 42.5 34.7 26.2
27.2 34.9 40.8 41.5 37.7 34.1 34.3 38.1 41.6 40.0 33.2 25.5
26.4 34.4 41.0 41.5 37.0 32.8 32.8 36.4 39.6 38.1 31.9 24.6
24.7 32.6 39.2 39.6 34.8 30.8 31.3 35.7 39.9 38.5 31.6 23.9
21.5 28.0 33.2 33.4 29.6 27.1 28.5 33.5 38.0 36.8 29.8 22.4
22.6 22.3 24.2 28.3 31.6 30.6 25.4 19.6
14.5 18.1 19.8 22.3 24.1 23.3 20.0 16.0
24.1 29.3 32.2 33.0 32.3 29.5 24.4
31.0 38.1 42.1 43.0 42.2 38.5 31.4
35.8 44.6 49.2 50.1 49.4 45.0 36.3
36.6 45.1 49.7 50.7 49.9 45.5 37.1
35.1 42.3 46.5 47.7 46.7 42.7 35.5
34.9 41.9 46.1 47.3 46.2 42.2 35.3
36.9 45.1 49.7 50.9 49.9 45.5 37.3
37.8 47.2 52.2 53.2 52.4 47.7 38.4
34.0 42.7 47.4 48.3 47.5 43.1 34.4
29.2 37.9 42.1 42.5 42.1 38.0 29.4
37.3 49.8 55.3 54.8 55.3 50.0 37.5
41.5 62.0 61.4 56.0 41.9
42.3 55.8 62.2 62.3 62.1 56.0 42.6
41.8 56.1 62.3 61.8 62.0 56.1 42.2
38.0 56.6 56.0 50.9 38.3
30.2 39.3 43.7 44.0 43.5 39.2 30.3
31.7 40.5 41.0 35.5 33.1 37.7 43.2 42.9 34.1 24.6 18.3
33.4 42.5 43.4 37.4 34.8 39.9 46.0 43.0 38.7 30.0 23.5
26.9 33.0 36.5 31.5
18.1 20.7 38.1 40.2
13.0 14.3 43.8 42.6
38.5 37.4
29.3 28.6
9.2 14.8 23.8 33.0 34.9 28.8 22.3 18.2 17.4 26.8 25.7
10.4 16.8 27.7 39.3 41.8 34.5 24.9 22.4 27.3 30.7 29.6
9.8 15.8 25.5 35.4 37.7 30.7 22.0 17.7 31.9 39.4 38.1
42.3 41.5
35.5 34.4
23.7 23.1
14.9 14.6
32.4 32.8
36.6 37.2
30.8 31.4
28.5 35.8 34.6 26.9
34.3 42.9 41.8 32.3
34.9 43.0 42.0 32.8
33.8 42.1 41.1 31.8
28.9 35.8 34.9 27.2
20.3 24.2 23.8 19.4
13.6 15.7 15.6 13.1
23.9 29.7 26.4 18.4
28.1 35.0 30.8 21.0
25.1 31.0 18.8
22.2 27.5 27.4 22.4
28.8 36.9 37.0 28.9
30.2 39.1 39.1 30.3
25.1 31.4 31.5 25.0
22.7 29.2 28.7 21.7
26.1 24.9
21.7 27.6 27.2 20.8
23.0 26.3 27.7 29.6 33.4 36.6 36.2 33.0 30.1 30.8 31.8 31.7 31.1 29.5 27.1 25.8 24.7 21.2 15.8
30.1 35.7 37.9 40.6 45.1 48.5 48.1 44.7 41.5 41.7 41.9 40.6 40.5 39.7 37.6 35.8 33.8 27.5 19.5
36.1 44.3 48.0 51.2 55.7 58.9 58.6 55.6 52.8 52.3 51.1 48.5 48.6 49.1 47.8 45.9 42.0 33.0 22.0
37.9 46.5 50.7 53.9 58.6 61.7 61.8 58.9 55.9 55.4 54.1 51.2 51.2 51.8 48.2 43.9 34.1 21.7
35.2 41.9 44.4 47.4 53.1 56.8 56.8 53.2 49.8 50.8 50.9 48.9 48.0 46.6 44.5 42.0 38.4 28.0 19.4
31.7 36.1 37.6 40.2 46.0 50.6 50.3 46.3 42.8 45.0 47.3 46.4 44.1 40.4 37.8 35.1 28.9 21.5 15.6
31.0 34.7 36.2 38.6 44.5 49.5 49.1 45.3 41.9 45.6 49.1 48.7 44.4 39.7 37.0 33.6 17.9 15.7 12.0
33.9 39.3 41.2 44.2 50.2 54.5 54.4 51.1 48.7 52.8 57.6 56.8 51.1 46.5 44.0
38.2 49.5 52.8 58.2 62.3 62.2 59.8 58.6 62.8 67.9 67.4 60.9 56.1 53.3
39.4 48.6 52.6 56.2 61.0 64.8 64.9 63.1 62.4 66.4 71.5 70.9 63.9 59.6 56.3
36.5 43.7 46.6 49.9 55.3 59.2 59.5 57.2 56.0 60.0 64.8 64.0 55.5 51.4 49.2
31.1 35.8 37.4 40.1 45.6 49.8 50.2 47.1 45.4 49.4 53.8 52.6 43.7
27.7 30.8 32.2 34.2 39.7 43.8 44.0 41.3 39.0 43.1 46.4 45.3 40.4
28.3 31.6 33.0 35.3 40.7 44.9 45.0 42.2 39.9 44.1 47.9 46.8 41.2
32.2 37.6 39.5 42.5 48.0 51.9 52.0 49.4 47.6 51.7 56.4 55.7 47.0
36.5 44.6 48.1 51.2 56.3 59.8 60.1 58.2 57.3 61.4 66.4 65.9 58.6 55.9 52.6
37.1 45.9 50.1 53.3 57.9 61.2 61.5 59.8 59.6 63.6 68.5 68.4 62.0 58.3 55.5
32.8 39.5 42.6 45.5 50.1 53.8 53.9 52.1 51.3 55.0 59.9 59.5 53.6 49.6 47.5
25.8 30.3 32.0 34.4 38.6 42.1 42.3 39.9 38.8 42.1 46.5 45.7 40.6 36.7 35.0
23.2 28.4 29.9 29.8 28.4 23.4
32.3 39.4 40.5 40.5 39.4 32.5
37.0 46.4 46.4 37.2
33.3 40.7 41.7 41.7 40.7 33.4
24.3 29.6 31.1 31.1 29.7 24.2
26.5 29.6 30.0 29.5 26.3
36.8 40.6 40.5 40.6 36.6
47.0 46.1 42.5
38.0 41.9 41.6 41.8 37.7
27.6 30.8 31.2 30.8 27.4
40.6 51.7 54.7 54.3 53.3 44.6 31.7
46.3 62.3 61.9 50.8 35.9
47.0 59.1 62.9 62.6 61.0 51.1 36.8
46.6 59.3 62.5 62.0 61.0 51.0 36.3
43.3 58.0 57.4 47.5 33.6
34.9 43.6 46.3 46.2 45.0 38.0 27.9
22.0 27.7 27.2 21.6
28.5 37.4 37.0 27.8
31.2 40.6 30.5
29.8 37.4 37.1 29.3
29.3 36.2 36.0 29.0
31.0 40.1 40.0 30.9
30.4 40.1 30.3
24.9 31.6 32.0 24.8
10.4 14.4 18.7 20.5 17.3
17.9 23.4 25.9 22.0
24.8 25.3 21.3 25.1 21.0
18.6 19.6 16.6 18.6 16.1
13.1 16.7 16.9 13.6
22.7 23.2 17.8
18.0 25.2 18.9
15.1 19.8 20.4 15.9
17.8 23.7 23.7 18.3
22.0 30.5 30.9 22.8
22.1 30.4 30.8 22.7
17.7 23.3 23.8 18.1
15.4 18.1 16.3
24.6 21.9
21.4 23.1
17.2 20.7 18.5 23.2 27.6 23.6
24.3 24.6
19.3 22.3 19.5
9.8 13.1 14.7 12.8
12.8 18.3 21.5 18.2
14.0 20.7 20.9
12.6 17.9 21.0 17.9
9.6 12.8 14.3 12.4
0.585TOTAL
BLDG.=
J
J
J
J J
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASH 3/16" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/8/2017 1:06:00 PM1-LD-E202PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDANEW LOADING DOCK- FIRST FLOOR - LIGHTINGPHOTOMETRIC PLAN08-11-2017S12014 3/16" = 1'-0"1 ELECTRICAL LOADING DOCK FIRST FLOOR - PHOTOMETRIC PLAN NN
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
NEW LOADING
DOCK
BUILDING OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 44
CONFORMED SET
289
LIGHTNING PROTECTION GENERAL NOTES:1. THE COMPLETE INSTALLATION SHALL MEET THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION'S "STANDARD FOR THE INSTALLATION OF LIGHTNINGPROTECTION SYSTEMS, 2011 EDITION (NFPA 780)" AND THE "INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS, U.L. 96A" OF UNDERWRITERSLABORATORIES INC.2. COPPER LIGHTNING PROTECTION SYSTEM COMPONENTS SHALL NOT BE MOUNTED TO ALUMINUM SURFACES. ALUMINUM COMPONENTS SHALL BE USED TO AVOIDELECTROLYTIC CORROSION.3. GROUND METAL BODIES WITHIN THE BONDING DISTANCES DETERMINED BY NFPA 780 - 2011 EDITION SHALL BE BONDED TO THE SYSTEM IN ACCORDANCE WITH THOSEREQUIREMENTS.4. UNDERGROUND METALLIC PIPING ENTERING THE BUILDING SHALL BE BONDED TO THE NEAREST DOWN CONDUCTOR OR GROUND ELECTRODE.5. ADHESIVE USED WITH ADHESIVE AIR TERMINAL BASES, CONDUCTOR FASTENERS AND ROOF PENETRATIONS SHALL BE COMPATIBLE WITH ROOFING MATERIAL - VERIFYWITH ROOFING CONTRACTOR.6. ALL MOUNTING HEIGHTS ARE APPROXIMATE AND ARE TAKEN FROM AVERAGE GRADE.7. THE DESIGN SHOWN FOR THESE SYSTEMS ARE SCHEMATIC AND ARE INTENDED TO SHOW BASIC SYSTEM DESIGN. CONTRACTOR SHALL VERIFY DIMENSIONS AND SITECONDITIONS AND PROVIDE SYSTEMS THAT COMPLY WITH CODE REQUIREMENTS.8. AIR TERMINALS ARE TO BE LOCATED AS SHOWN. THEY ARE TO BE A MAXIMUM 24" FROM THE ROOF EDGE AND PROJECTED A MINIMUM OF 10' ABOVE THE PROTECTEDEDGE. THE SPACING BETWEEN AIR TERMINALS IS NOT TO EXCEED 20 FEET. AIR TERMINALS THAT EXTEND 24" ABOVE THE PROTECTED EDGE ARE NOT TO EXCEEDSPACING GREATER THAN 25' EXCEPT FOR MID-ROOF AIR TERMINALS (50' MAX SPACING).9. ALL LIGHTNING CONDUCTORS ARE TO MAINTAIN A HORIZONTAL OR DOWNWARD PATH. ALL BENDS IN THE CONDUCTOR SHALL HAVE A RADIUS OF 8 INCHES OR GREATERAND SHALL HAVE AN ANGLE BEND OF 90 DEGREES OR GREATER.10. THIS DRAWING IS DIAGRAMMATIC AND IS INTENDED TO REPRESENT THE GENERAL DESIGN CONCEPTS FOR THE LIGHTNING PROTECTION SYSTEM. IT IS THECONTRACTOR'S RESPONSIBILITY TO PROVIDE A COMPLETE LIGHTNING PROTECTION SYSTEM BASED UPON THE CRITERIA PROVIDED AND MEETING THE MASTER LABELREQUIREMENTS.11. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF SITE BEFORE START OF RENOVATION.12. COORDINATE IN FIELD LOCATION OF LADDERS AND ROOF HATCHES FOR BONDING TO LIGHTNING PROTECTION SYSTEM.GGGGCOORDINATE WITH PLUMBING EXACT LOCATION OF VENTTTTTTTTTGGGGBBBBBBBBBBBBBBBBBAIR TERMINALTHRU ROOF CONNECTOR ASSEMBLY WITH DOWN CONDUCTOR BOND TO STRUCTURAL STEEL BELOW.5/8" x 10" COPPER GROUND ROD WITH UNIVERSAL GROUNDING CLIPS.CLASS 1 COPPER LIGHTNING CONDUCTOR (29 STRANDS OF 16 AWGWIRE - 215 LBS. PER 1000 FEET) AIR TERMINAL DETAILS FOR METHOD OF FASTENING, SECURE TO BUILDING EVERY 3 FEET MAXIMUM.LIGHTNING PROTECTION LEGEND:TGBONDED CABLE CONNECTION.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmAs indicatedC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:18:38 PM1-LD-E401PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDANEW LOADING DOCK - ROOF - LIGHTNING PLAN07-14-2017S12014 1/4" = 1'-0"1ELECTRICAL NEW LOADING DOCK - ROOF PLANKEY NOTES:PROVIDE LIGHTNING RODS AS SPECIFIED.1NOTE: REFER TO SHEET 1-E-802 FOR LIGHTNING PROTECTION DETAILS.ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHNREVISIONS#DATEDESCRIPTIONBYCONFORMED SET290
F-B22AE33DN1HYDRAULIC LIFTWP/GFI222333245EXISTING LOADING DOCKFSKPKP66KPKP625KP2DEMOLISH EXISTING WALL78500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/4" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:17:11 PM1-ELD-E100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXISTING LOADING DOCK - FIRST FLOOR -DEMOLITION ELECTRICAL PLAN07-14-2017S12014 1/4" = 1'-0"1EXISTING LOADING DOCK - FIRST FLOOR - DEMOLITION ELECTRICAL PLANNNORTH1. CONTRACTOR TO REPAIR AND BRING TO NEW CONDITION AREAS AFFECTED BY DEMOLITION. REPAIR INCLUDES PATCHING, DRYWALL, PAINTING, AND ANY OTHER MATERIAL NEEDED TO MAKE SURFACE LOOK PROFESSIONALLY DONE.2. CONTRACTOR SHALL FIELD VERIFY ALL AREAS HAVING RAISED FLOOR REMOVED AND WALL DEVICES IN NEED OF RELOCATION TO LOWER ELEVATION. IT IS THE INTENT OF THIS DRAWING TO LOWER WALL DEVICES IN RENOVATED AREA TO NEW FLOOR LEVEL. CONTRACTOR DEMO EXISTING WALL DEVICES AND REPLACE WITH NEW AT NEW ELEVATION.3. COORDINATE WITH LOW VOLTAGE SYSTEMS CONTRACTOR(S) TO PROVIDE RACEWAY AS REQUIRED. LOW VOLTAGE SYSTEMS CONTRACTOR(S) SHALL BE RESPONSIBLE FOR THEIR DEVICES, WIRING AND TERMINATION TO DEVICES USING RACEWAY PROVIDED BY ELECTRICAL CONTRACTOR.4. WORK CONSISTS OF DEMOLITION OF ALL RAISED FLOOR AND LOWERING OF FLOOR TO GROUND LEVEL. ALL ELECTRICAL DEVICES TO REMAIN OR BE REUSED WITHIN THE AREA OF WORK SHALL BE RELOCATED TO MAINTAIN THE SAME AFF DISTANCE EQUAL TO EXISTING AFF DISTANCE.5. ALL CONDUITS SERVING OTHER SPACES OR FLOORS, THAT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION, SO AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL CONDUITS, NEW OR EXISTING, WITHIN THE PROJECT AREA ARE PROPERLY SUPPORTED AND PROVIDED W/ BONDING BUSHINGS IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE.6. THE CONTRACTOR SHALL PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN. TEMPORARY ELECTRICAL SERVICES (POWER, LIGHTING, FIRE ALARM, ETC.) SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. IF FIRE ALARM SYSTEM CANNOT BE MAINTAINED IN THE CONSTRUCTION AREA, A FIRE WATCH SHALL BE PROVIDED.KEY NOTES:DEMOLISH HYDROLIC LIFT ASSOCIATED JUNCTION BOXES, CONDUIT AND WIRING BACK TO NEAREST JUNCTION BOX THAT IS TO REMAIN IN PREPARATION FOR RAISED FLOOR TO BE REMOVED. MAKE REMINING CIRCUIT SPARE.REMOVE ASSOCIATED JUNCTION BOXES, AND CONDUIT. FIRE ALARM CONTRACTOR TO REMOVE CABLE (WIRING) TO NEAREST JUNCTION BOX THAT IS TO REMAIN. ELECTRICAL CONTRACTOR TO INTERCEPT AND EXTEND CONDUIT AND FIRE ALARM CONTRACTOR SHALL ADJUST WIRING TO NEW DEVICE LOCATION. SEE SHEET 1-ELD-E101 FOR NEW DEVICE LOCATION.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF THE REMOVAL OF RAISED FLOOR IN THIS AREA.REMOVE ALL EQUIPMENT, WIRING DEVICES, LIGHT FIXTURES, JUNCTION BOXES, CONDUIT AND WIRING IN THIS AREA BACK TO NEAREST JUNCTION BOX THAT IS TO REMAIN. INTERCEPT AND EXTEND CONDUIT AND WIRING TO NEW DEVICE LOCATIONS. SEE SHEET 1-ELD-E101 FOR NEW DEVICE LOCATION. EXISTING LIGHT FIXTURES SHALL BE CLEANED AND REINSTALLED IN THE NEW CEILING. THE CONTRACTOR SHALL INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION.REMOVE DEVICE, ASSOCIATED JUNCTION BOXES, CONDUIT AND WIRING BACK TO NEAREST JUNCTION BOX THAT IS TO REMAIN. COORDINATE WITH SECURITY CONTRACTOR.REMOVE DEVICE, ASSOCIATED JUNCTION BOXES, CONDUIT AND WIRING BACK TO NEAREST JUNCTION BOX THAT IS TO REMAIN. EXISTING DEVICE SHALL BE CLEANED, TESTED AND VERIFIED IN GOOD WORKING CONDITION FOR REUSE. INTERCEPT AND EXTEND CONDUIT AND WIRING TO NEW LOCATION AND CONNECT TO EXISTING DEVICE TO BE REUSED. SEE SHEET 1-ELD-E101 FOR NEW LOCATION.THE EXISTING ELEVATOR SHALL BE ADJUSTED TO ACCOMMODATE THE MODIFIED FLOOR LEVEL AND ENTRY/EXIT LOCATIONS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE ELEVATOR CONTRACTOR TO PROVIDE REQUIRED MODIFICATION OF ELEVATOR OPERATION AND EQUIPMENT.PROVIDE PENETRATIONS AND TRENCHING FOR NEW COMMUNICATIONS CONDUIT FROM LOADING DOCK BUILDING.REMOVE ANY DEVICES, ASSOCIATED JUNCTION BOXES, CONDUIT AND WIRING BACK TO SOURCE, IF EXISTING.12345GENERAL NOTES:67AREA OF WORKNNORTH8ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANEXISTING LOADING DOCKOUTBOUNDF.I.S. / CUSTOMSINBOUND999REVISIONS#DATEDESCRIPTIONBYCONFORMED SET291
F-
J
J
J JJ
J
GFI
KP
KP
KP
1
1
1
KP
3
2
3
3
2
2
EXISTING
LOADING
DOCK
OFFICE
RECEIVING
AREA
ELEVATOR
5 EXISTING ELECTRICAL F
B1-10
6
7
8
(E)1L1
(E)2L1
(E)EDP (E)1HE1
XFMR 2L1
(E)MSB1 (E)MSB-2
(E) UPS
(E)UPS1
(E)1LQ1(E)1LE1
(E)1HQ1
ATS-LS ATS-Q
(E)1HM1 (E)1H1
30/NF/1/1
1-ELD-VAV-1
HEATER.
(E)1HM1- 32,34,36
4
5 9
8
11
10
1-NIE-E101
3
EXIST
VAV-12-8
12
1-ELD-VAV-1
10
EXISTING IT
B1-12
ELECTRICAL ROOM
B1-19A
?
?
EXISTING CORRIDOR
B1-15
15
4" SPARE
14
16
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASH 1/8" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/8/2017 1:05:56 PM1-ELD-E101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXISTING LOADING DOCK - FIRST FLOORELECTRICAL PLAN08-11-2017S12014 1/8" = 1'-0"1 EXISTING LOADING DOCK - FIRST FLOOR - ELECTRICAL PLAN
N
NORTH
1. CONTRACTOR TO PROVIDE AND EXTEND CONCEALED CONDUIT AND WIRING TO NEW LOCATIONS OF
EQUIPMENT WITHIN AREA OF WORK. IF IT IS NOT POSSIBLE TO CONCEAL THEN PAINT CONDUIT TO MATCH
ADJACENT SURFACE.
2. CONTRACTOR SHALL FIELD VERIFY ALL AREAS THAT REQUIRE THE REMOVAL AND LOWERING OF THE
EXISTING RAISED FLOOR. IT IS THE INTENT OF THIS DRAWING THAT EXISTING-TO-REMAIN ELECTRICAL
DEVICES, OR NEW DEVICES, BE RELOCATED, OR INSTALLED, WITHIN EXISTING OR NEW WALLS TO
REPLICATE AS MUCH AS POSSIBLE THE EXISTING TYPE, QUANTITY, AND LOCATION OF DEVICES IN THE
AREA PRIOR TO COMMENCING WORK. INTERCEPT AND EXTEND CONDUIT AND WIRING FROM EXISTING
CIRCUITS TO NEW DEVICE LOCATIONS. PROVIDE NEW JUNCTION BOXES AND SIMILAR CONTROLS AS
NEEDED. NEW DEVICES SHALL BE OF SIMILAR STYLE AND COLOR AS EXISTING DEVICES.
3. REFER TO LOW VOLTAGE DESIGN T-SERIES SHEETS AND SPECIFICATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR INSTALLING RACEWAY TO SERVE LOW VOLTAGE DESIGN IN ACCORDANCE WITH T-
SERIES PLANS AND SPECIFICATIONS. SYSTEMS SYMBOLS ON THIS SHEET ARE FOR REFERENCE
PURPOSES ONLY. COORDINATE EXACT LOCATION WITH T-SERIES SHEETS PRIOR TO START OF WORK.
4. AIRPORT IS TO REMAIN IN OPERATION FOR THE DURATION OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED OR DIRECTED BY THE ARCHITECT; REFER TO
ARCHITECTURAL PHASING PLAN. TEMPORARY ELECTRICAL SERVICES (POWER, LIGHTING, FIRE ALARM,
ETC.) SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. IF FIRE
ALARM SYSTEM CANNOT BE MAINTAINED IN THE CONSTRUCTION AREA, A FIRE WATCH SHALL BE
PROVIDED.
5. CONTRACTOR SHALL COMPLY WITH ALL AIRPORT SECURITY REQUIREMENTS.
6. ELECTRICAL CONTRACTOR IS TO PROVIDE JUCTION BOXES, RACEWAY, AND PULL STRING BACK TO
TELECOM ROOM FOR CAMERAS, SECURITY, DOOR HARWARE DEVICES, AND ACCESS CONTROL PADS
PER LOW VOLTAGE TY-XXX SERIES DRAWIINGS.
7. ELECTRICAL CONTRACTOR IS TO PROVIDE JUCTION BOX, RACEWAY, PULL WIRE, AND CABLE TRAY FOR
TELECOMM DEVICES SHOWN ON TD-XXX SERIES DRAWINGS.
KEY NOTES:
INTERCEPT AND EXTEND EXISTING LIGHTING CONTROL WIRING TO NEW SWITCH LOCATION.
PROVIDE NEW SWITCH TO MATCH EXISTING TYPE AND COLOR. MOUNT AT +48" AFF.
INTERCEPT AND EXTEND CONDUIT AND WIRING FROM EXISTING SECURITY SYSTEM WIRING TO NEW
DEVICE MOUNTED AT 48" AFF. CONTRACTOR TO PROVIDE ALL NECESSARY CONNECTIONS TO
PROVIDE A FULLY OPERABLE SYSTEM. REFER TO 1-TXXX SHEETS FOR FINAL DIRECTION.
INTERCEPT AND EXTEND EXISTING BRANCH CIRCUIT TO NEW LOCATION OF EXISTING RECEPTACLE.
PROVIDE NEW RECEPTACLE TO MATCH EXISTING TYPE AND COLOR. MOUNT AT 18" AFF. REFER TO
SHEET 1-ELD-E100 FOR MORE INFORMATION.
ELECTRICAL CONTRACTOR TO INTERCEPT AND EXTEND CONDUIT AND FIRE ALARM CONTRACTOR
TO EXTEND WIRING FROM EXISTING FIRE ALARM DEVICE WIRING TO NEW FIRE ALARM PULL DEVICE
PROVIDED BY OTHERS. COORDINATE EXACT NEW DEVICE LOCATION AND MOUNTING HEIGHT WITH
LOW VOLTAGE/FIRE ALARM CONTRACTOR.
INTERCEPT AND EXTEND CONDUIT AND WIRING FROM EXISTING FIRE ALARM SYSTEM WIRING TO
NEW FIRE ALARM SPEAKER STROBE DEVICE PROVIDED BY OTHERS. COORDINATE EXACT NEW
DEVICE LOCATION AND MOUNTING HEIGHT WITH LOW VOLTAGE/FIRE ALARM CONTRACTOR
(ASSUME 80" AFF).
GENERATOR ANNUNCIATOR PANEL RELOCATED FROM SCREENING SAA AREA ON SECOND FLOOR.
INTERCEPT AND EXTEND CONDUIT AND WIRING FROM NEAREST JUNCTION BOX TO REMAIN AT
EXISTING LOCATION TO NEW LOCATION. COORDINATE WITH MANUFACTURER REGARDING
INCREASE IN DISTANCE FROM EXISTING LOCATION AND ANY ADDITIONAL EQUIPMENT REQUIRED.
REFER TO SHEET 1-SA-E103 FOR EXISTING PANEL LOCATION.
PROVIDE (2) 4" CONDUIT WITH PULL STRING ALONG CEILING FROM LOADING DOCK BUILDING.
CONTRACTOR SHALL FIELD VERIFY EXACT ROUTING BEFORE START OF WORK. COORDINATE WITH
LOW VOLTAGE T-SERIES DOCUMENTS FOR ADDITIONAL INFORMATION.
SEE SHEET 1-LD-E100 FOR UNDERGROUND EXTENSION OF CONDUIT FROM LOADING DOCK
BUILDING IT ROOM.
ELECTRICAL ROOM CONTAINS EXISTING ELECTRICAL PANELS TO BE ADJUSTED FOR NEW LOADS.
PANELS SCHEDULES ARE PROVIDED ON 1-E700 SERIES SHEETS. CONTRACTOR TO VERIFY NEW
CIRCUIT IS AVAILABLE BEFORE UTILIZING. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY
DISCREPANCIES PRIOR TO INSTALLATION. PROVIDE NEW UPDATED AND TYPED DIRECTORY.
SEE SHEET 1-NIE-E101 FOR PANEL AND ATS LOCATIONS IN THIS AREA.
TRACE AND PROVIDE PROTECTION FOR EXISTING CONDUIT TO EXISTING 1000 KW GENERATOR
FROM EXISTING PANEL "EDP2" DURING PHASE 1 AND PHASE 2 CONSTRUCTION.
PROVIDE WEATHERPROOF EL FOR CONNECTION TO EMPTY 3"C WITH LABELED PULL WIRE FROM
PANEL 1HE3 FOR FUTURE FEEDER TO PANEL 'HE' TO BE INSTALLED DURING PHASE 2
CONSTRUCTION.
PROVIDE JUNCTION BOXS AND RACEWAY FOR LOW-VOLTAGE ACCESS EQUIPMENT DEFINED ON 1-
TY-212 SERIES SHEETS.
PROVIDE WEATHER PROOF EL CONNECTION TO EMPTY 3"C. WITH PULL STRING LABLELED FOR
FUTURE FEEDER TO PANEL "HN" AND SPARE CONDUIT TO BE INSTALLED DURING PHASE 2.
EXISTING GENERATOR NEW POINT OF CONNECTION 1-LD-E100 NOTE ON SITE LAYOUT.
PROVIDE CONTACT AND ANY NEEDED RELAYS IN EXISTING ATS-LS AND ATS-Q FOR LOAD BANK
LOAD DUMP OPERATION. PROVIDE EACH ATS WITH 2#12CU IN 1" CONDUIT CONTROL WIRING BACK
TO EXISTING 1MW CAT GENERATOR QUICK CONNECT. CONDUIT IS TO BE RUN FROM STRUCTURE
TO EXTERIOR AND THEN UNDERGROUND FROM BUILDING TO GENERATOR QUICK CONNECT.
1
2
3
4
5NNORTH
6
AREA OF WORK
AREA OF WORK
7
8
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
EXISTING
LOADING DOCK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
9
GENERAL NOTES:
10
11
12
13
14
15 REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 416
4
4
CONFORMED SET
292
•••••CONFORMED SET293
•••••CONFORMED SET294
1-SA-E1031CANOPY1-SA-E10411-SA-E10211-SA-E1032500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/16" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:18:54 PM1-SA-E101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASCREENING AREA EXPANSION - SECOND FLOOR -ELECTRICAL DEMOLITION PLAN07-14-2017S12014 1/16" = 1'-0"1SCREENING AREA EXPANSION - SECOND FLOOR - ELECTRICAL DEMOLITION PLAN1. CONTRACTOR TO REPAIR AND BRING TO NEW CONDITION AREAS AFFECTED BY DEMOLITION. REPAIR INCLUDES PATCHING, DRYWALL, PAINTING, AND ANY OTHER MATERIAL NEEDED TO MAKE SURFACE LOOK PROFESSIONALLY DONE.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER FOR CONSTRUCTION HOURS OF OPERATION. ANY ELECTRICAL OUTAGES SHALL BE FULLY COORDINATED WITH OWNER A MINIMUM OF 2 WEEKS PRIOR TO START OF WORK.3. OPERATION OF AIRPORT WILL REQUIRE TEMPORARY STRUCTURES TO BE INSTALLED. CONSTRUCTION SHALL AT ALL TIMES BE OUT OF VIEW OF THE PUBLIC. ALSO ALL AREAS SHALL BE MADE CLEAN FROM CONSTRUCTION DEBRIS, EQUIPMENT, AND TOOLS AT THE END OF EVERY BUSINESS DAY.4. HATCHED AREAS INDICATE ELECTRICAL ROOMS OR ELECTRICAL EQUIPMENT LOCATIONS.GENERAL NOTES:EXISTING ELECTRICAL PANELS TO REMAIN.NNORTHREMOVE ALL LIGHT FIXTURES, CONDUIT, AND WIRING FROM CANOPY BEING DEMOLISHED BACK TO NEAREST REMAINING FIXTURE.1KEY NOTES:1ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL AEXISTING ELECTRICAL PANELS TO REMAIN.REVISIONS#DATEDESCRIPTIONBYCONFORMED SET295
B16B15B14B13B12BHBFAB11BE1BH.1BH.2BH.3(E)2L2(E)2HM2(E)2LQ2(E)2HQ2(E)2H2(E)2HE245B16B15B14B13B12BHBFABCB11B20BE1BH.1BH.2BH.3BH.05SW28EXISTING PANELS476711668910108(E)2L2SECTION 261121111112132500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/8" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:18:57 PM1-SA-E102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASCREENING SECURITY AREA - SECOND FLOOR -POWER DEMOLITION PLAN07-14-2017S12014 1/8" = 1'-0"1SCREENING AREA - SECOND FLOOR - POWER DEMOLITION OFFICE PLANNNORTHREMOVE ALL ELECTRICAL DEVICES IN THIS AREA, ASSOCIATED JUNCTION BOXES, CONDUIT, AND WIRING BACK TO SOURCE BREAKER. MAKE SOURCE BREAKER SPARE UNLESS OTHERWISE NOTED ON RENOVATION PLAN.REMOVE ALL ELECTRICAL RELATED TO MECHANICAL EQUIPMENT IN THIS AREA, ASSOCIATED JUNCTION BOXES, CONDUIT, AND WIRING BACK TO SOURCE BREAKER. MAKE SOURCE BREAKER SPARE UNLESS OTHERWISE NOTED ON RENOVATION PLAN.REMOVE ALL ELECTRICAL FLOOR DATA AND POWER DEVICES IN THIS AREA AND ASSOCIATED WIRING BACK TO SOURCE. MAKE SOURCE BREAKER SPARE UNLESS OTHERWISE NOTED ON RENOVATION PLAN. FLOOR SHALL BE PATCHED AND PREPARED FOR RENOVATION.ELECTRICAL POWER AND DATA RECEPTACLES TO REMAIN IN THIS AREA UNTIL TBI OFFICE AND BATHROOM AREA DEMOLITION AND RENOVATION ARE COMPLETED. REFER TO ARCHITECT ON SCHEDULE OF DEMOLITION FOR ELECTRICAL IN THIS AREA.REMOVE LIGHTING FIXTURES, LAMPS, FLEX CONDUIT AND RETURN FIXTURES TO OWNER IN GOOD CONDITION. REMAINING EXISITNG HARD CONDUIT AND WIRING SHALL BE RETAINED AND REUSED WHERE POSSIBLE FOR NEW LED FIXTURES. MECHANICAL EQUIPMENT AND ASSOCIATED ELECTRICAL IN THIS AREA TO REMAIN. CEILING MOUNTED RECEPTACLES SHALL BE REMOVED AND REPLACED WITH NEW TO MATCH NEW CEILING GRID.REMOVE ALL ELECTRICAL DEVICES, CONDUIT, WIRING, JUNCTION BOXES, AND DISCONNECTS IN WALLS BEING REMOVED BACK TO NEAREST JUNCTION BOX TO REMAIN. INTERCEPT AND EXTEND CONDUIT AND WIRING AS NEEDED FOR DEVICES REMAINING IN WALLS NOT BEING REMOVED. RECONNECT CIRCUIT TO RETAIN POWER TO EXISTING TO REMAIN ITEMS.COORDINATE WITH OWNER/ARCHITECT FOR TIMING OF DEMOLITION IN THIS AREA. AFTER CLEARENCE FOR DEMOLITION IS GRANTED, REMOVE ELECTRICAL DEVICES, CONDUIT, WIRING, AND JUNCTION BOXES BACK TO NEAREST JUNCTION BOX TO REMAIN.REMOVE ELECTRICAL ASSOCIATED WITH ROLL UP DOORS IN THIS AREA BACK TO SOURCE. MAKE SOURCE BREAKER SPARE UNLESS OTHERWISE NOTED ON RENOVATION PLAN.REMOVE ALL FLOOR MOUNTED ELECTRICAL FOR EXISTING SCREENING EQUIPMENT BEING REMOVED AND WIRING BACK TO SOURCE. MAKE SOURCE BREAKER SPARE UNLESS OTHERWISE NOTED ON RENOVATION PLAN. FLOOR SHALL BE PATCHED AND PREPARED FOR RENOVATION.NO WORK TO BE PERFORMED IN THIS AREA.REMOVE RECEPTACLES AND DISCARD. CAP WIRING AND CONDUIT DURING DEMOLITION AND CONSTRUCTION. PROVIDE NEW RECEPTACLES TO MATCH EXISTING TYPE AND COLOR AT SAME LOCATION AS EXISTING.TELECOM ROOM SHALL BE KEPT IN OPERATION AT ALL TIMES. SWITCHOVER TO NEW LOCATION SHALL BE SEAMLESS. AFTER SWITCHOVER TO NEW LOCATION CONTRACTOR TO REMOVE EQUIPMENT AND TURN OVER TO OWNER. SECURITY CLEARANCES SHALL BE OBTAINED BY THE CONTRACTOR FOR ALL WORKERS IN THIS AREA.1234KEY NOTES:567891. CONTRACTOR TO REPAIR AND BRING TO NEW CONDITION AREAS AFFECTED BY DEMOLITION. REPAIR INCLUDES PATCHING, DRYWALL, PAINTING, AND ANY OTHER MATERIAL NEEDED TO MAKE SURFACE LOOK PROFESSIONALLY DONE.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER FOR CONSTRUCTION HOURS OF OPERATION. ANY ELECTRICAL POWER OR ILLUMINATION OUTAGES SHALL BE FULLY COORDINATED WITH OWNER A MINIMUM OF 2 WEEKS PRIOR TO START OF WORK.3. OPERATION OF AIRPORT WILL REQUIRE TEMPORARY STRUCTURES TO BE INSTALLED. CONSTRUCTION SHALL AT ALL TIMES BE OUT OF VIEW OF THE PUBLIC. ALSO ALL AREAS SHALL BE MADE CLEAN FROM CONSTRUCTION DEBRIS, EQUIPMENT, AND LOCATION FOR STORING EQUIPMENT BEFORE END OF WORK EACH DAY.4. REFER TO LOW VOLTAGE T-SERIES SHEETS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING RACEWAY TO SERVE LOW VOLTAGE DEVICES IN ACCORDANCE WITH LOW VOLTAGE T-SERIES PLANS AND SPECIFICATIONS.5. AIRPORT IS TO REMAIN IN OPERATION FOR THE DURATION OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED OR DIRECTED BY THE ARCHITECT; REFER TO ARCHITECTURAL PHASING PLAN. TEMPORARY ELECTRICAL SERVICES (POWER, LIGHTING, FIRE ALARM, ETC.) SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. IF FIRE ALARM SYSTEM CANNOT BE MAINTAINED IN THE CONSTRUCTION AREA, A FIRE WATCH SHALL BE PROVIDED.6. CONTRACTOR TO VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED.7. ELECTRICAL CONTRACTOR IS TO DEMOLISH JUCTION BOXES, AND RACEWAY, INDICATED TO TELECOM ROOM FOR CAMERAS, SECURITY, DOOR HARWARE DEVICES, AND ACCESS CONTROL PADS PER LOW VOLTAGE TY-XXX SERIES DRAWIINGS.8. ELECTRICAL CONTRACTOR IS TO DEMOLISH JUCTION BOX, RACEWAY, CABLE TRAY, AND TELECOMM DEVICES SHOWN PERTN-XXX SERIES DRAWINGS FOR REMOVAL.GENERAL NOTES:ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL A101112VAV1-10EFREVISIONS#DATEDESCRIPTIONBYCONFORMED SET296
•••••CONFORMED SET297
B10BE1BE5BE8BE4BE9C40C3CC3DB8BH.2BH.3CBACBBCBCCBDRIDGERIDGEEXISTING RTU TO REMAINB10B9BE1BE5BE8BE4BE6BE7BE3C40C3AC3CC3DB8BH.2BH.3CB1CBACBBCBCCBDEXISTING RTU SHALL BE DEMOLISHEDEXISTING RTU TO REMAINEXISTING CONDENSERS SHALL BE DEMOLISHED11EXISTING WALL MOUNTED CONDENSER TO REMAIN.(E)2L2SECTION 2AH-8AH-913-413-513-613-213-313-1500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/8" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:19:03 PM1-SA-E104PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAELECTRICAL SCREENING AREA EXPANSION -ROOF PLAN07-14-2017S12014 1/8" = 1'-0"1SCREENING AREA- ELECTRICAL ROOF DEMOLITION PLANNNORTHREMOVE CONDUIT, WIRE, JUNCTION BOXES, AND DISCONNECTS FOR INDICATED UNITS BACK TO SOURCE PANEL. MAKE SOURCE BREAKER SPARE UNLESS OTHERWISE NOTED ON RENOVATION PLAN. PROVIDE NEW TYPED UPDATED PANEL DIRECTORY.11. CONTRACTOR TO REPAIR AND BRING TO NEW CONDITION AREAS AFFECTED BY DEMOLITION. REPAIR INCLUDES PATCHING, DRYWALL, PAINTING, AND ANY OTHER MATERIAL NEEDED TO MAKE SURFACE LOOK PROFESSIONALLY DONE.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER FOR CONSTRUCTION HOURS OF OPERATION. ANY ELECTRICAL POWER OR ILLUMINATION PRIOR TO START OF WORK.3. OPERATION OF AIRPORT WILL REQUIRE TEMPORARY STRUCTURES TO BE INSTALLED. CONSTRUCTION SHALL AT ALL TIMES BE OUT OF VIEW OF THE PUBLIC. ALSO ALL AREAS SHALL BE MADE CLEAN FROM CONSTRUCTION DEBRIS, EQUIPMENT, AND TOOLS AT THE END OF EVERY BUSINESS DAY. COORDINATE WITH OWNER SECURE LOCATION FOR STORING EQUIPMENT BEFORE START OF WORK.4. REFER TO LOW VOLTAGE T-SERIES DESIGN AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING RACEWAY TO SERVE LOW VOLTAGE DESIGN IN ACCORDANCE WITH LOW VOLTAGE T-SERIES PLANS AND SPECIFICATIONS.5. ALL DEMOLISHED ELECTRICAL OPENINGS ARE TO BE PATCHED AND SEALED TO MATCH SURROUNDING AREA.GENERAL NOTES:ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL AKEY NOTES:REVISIONS#DATEDESCRIPTIONBYCONFORMED SET298
NEW SCREENING AREASCREENINGADDITION1-SA-E11211-SA-E11111-SA-E11221-SA-E1112BAGGAGE CLAIM ROOFB2-1711SECURITY EXITB2-02CORRIDORB2-18EXISTING MECHANICAL ROOMB2-01TSA IT CABINETB2-07SECURITY OFFICEB2-08SAA ITB2-09RECEPTIONB2-10OPPS MANAGER OFFICEB2-11MENS ROOMB2-05WOMENS ROOMB2-04JANITORB2-06PASSENGER WAITING AREAB2-13SECURITY CHECKPOINT SCREENINGB2-12ELECTRICALFP2-13500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/16" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:19:07 PM1-SA-E110PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASCREENING AREA EXPANSION - SECOND FLOOR -ELECTRICAL PLAN07-14-2017S12014 1/16" = 1'-0"1SCREENING AREA EXPANSION - SECOND FLOOR - ELECTRICAL PLANNNORTH1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF SITE BEFORE START OF RENOVATION.2. ALL J-BOXES TO BE PERMANENTLY LABELED WITH PANEL AND CIRCUIT NUMBER.GENERAL NOTES:KEY NOTES:SCREENING AND X-RAY EQUIPMENT BEING INSTALLED IN NEW SCREENING AREA IS EXISTING BEING RELOCATED FROM OLD LOCATIONS AND NEW EQUIPMENT. FOR EXISITNG EQUIPMENT, CONTRACTOR SHALL TRACE AND FIELD VERIFY ELECTRICAL CONDITIONS AND PROVIDE ANY NEEDED TEMPORARY POWER TO ASSURE RELOCATION OF EQUIPMENT IS SEAMLESS. COORDINATE EQUIPMENT RELOCATION AND INSTALLATION, NEW OR EXISTING, WITH PROJECT PHASING PLAN TO INSURE SEAMLESS TRANSFER OF OPERATION.1ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHREVISIONS#DATEDESCRIPTIONBYCONFORMED SET299
JJmmJJJJJJJJGFI GFIGFIGFI GFIGFIB15B14B13B12BHBFABB11B10BH.1BH.2BH.05SW28CORRIDORB2-18EXISTING MECHANICAL ROOMB2-01PASSENGER WAITING AREAB2-13SECURITY EXITB2-02CORRIDORB2-03SECURITY OFFICEB2-08SAA ITB2-09RECEPTIONB2-10OPPS MANAGER OFFICEB2-11WOMENS ROOMB2-04MENS ROOMB2-05JANITORB2-06(E)2HE2(E)2H2(E)2HM2(E)2L2GFI(E)2L2- 13,15(E)2L2- 95(E)2LQ2- 6(E)2L2- 93(E)2LQ2- 9(E)2L2- 95(E)2LQ2- 9(E)2LQ2- 9(E)2LQ2- 9(E)2L2- 95(E)2L2- 24(E)2LQ2- 6(E)2LQ2- 6(E)2L2- 24(E)2L2- 83(E)2L2- 83(E)2L2- 83(E)2L2- 83(E)2L2- 85(E)2L2- 87(E)2L2- 88(E)2L2- 84(E)2L2- 92(E)2L2- 86(E)2L2- 11(E)2L2- 91(E)2LQ2(E)2HQ2NEW 30KVA2UPS NEW 2UPS1(E)2LQ2- 6(E)2LQ2- 6(E)2LQ2- 6(E)2L2- 91-SA-E1112GFIGFIWATER COOLERSGFI(E)2L2SECTION 2(NEW) 2L2SECTION 3(E)2L2- 84(E)2L2- 90+24"AFFTYP. OF 4+24"AFFTYP. OF 4(E)2L2- 94(E)2L2- 94(E)2L2- 24(E)2L2- 24(E)2L2- 83REC. PUMP4130/NF/2/118"(E)T2L21334421112HE3 2LE3T2LE35CEILING HUNG COORDINATE WITH STRUCTURE.(E)2LQ2- 6(E)2LQ2- 6(E)2LQ2- 6(E)2L2- 95(E)2L2- 441(E)2L2- 931OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11B(E)2L2- 95(E)2LQ2- 91-SA-CU-21-SA-CU-31-SA-CU-430/3/NF/3R30/3/NF/330/3/NF/3R(E)2L2- 55,57,59(E)2L2- 61,63,65(E)2L2- 97,99,1011-SA-AHU-21-SA-VAV-6(E)2L2- 221-SA-EF-130/NF/3/130/NF/3/11-SA-VAV-7(E)2L2- 64,66(E)2L2- 9630/NF/3(E)2HM2- 38,40,42(E)2HM2- 49,51,531-LC1SEE SHEET 1-E605FOR ADDITIONAL INFORMATION.(E)2L2- 836WATER HEATERFIDS KIOSKEXACT LOCATION SHALL BEVERIFIED.FLR.(E)2L2- 42(E)2L2- 42(E)2L2- 42?(E)2L2- 427777PROVIDE ALL NEEDED CONNECTIONS TO FIRE DOOR NEEDED FOR FULLY OPERABLE SYSTEM. COORDINATE WITH MANUFACTURE INSTRUCTIONS.(E)2L2- 80(E)2L2- 89BASBHB11BH.0518"72"18"72"18"72"18"72"18"72"18"72"18"72"18"2UPS1- 52UPS1- 52UPS1- 62UPS1- 72UPS1- 72UPS1- 82UPS1- 92UPS1- 12(TYP. OF 2)(TYP. OF 2)2UPS1- 142UPS1- 132UPS1- 132UPS1- 1472"2UPS1- 11(TYP. OF 2)2UPS1- 1030/NF/318"72"2UPS1- 92UPS1- 8(E)1LQ2- 27COORDINATE WITH OWNER FOR PLUG NEMA RATING AND LOCATION..30/NF/3(E)2L2- 56,58(E)2L2- 60,62GRD. BARGRD. BARPROVIDE 3"C. AT 10'-9"AFF FROM COMM. RM. "H2"PROVIDE 3"C. AT 10'-9"AFF FROM COMM. RM. "A"88500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTNAs indicatedC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:19:11 PM1-SA-E111PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASCREENING AREA EXPANSION - SECOND FLOOR -POWER OFFICE PLAN07-14-2017S12014NNORTH 1/8" = 1'-0"1SCREENING AREA - SECOND FLOOR - POWER OFFICE PLANGENERAL NOTES:1. REFER TO LOW VOLTAGE T-SERIES DESIGN AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING RACEWAY TO SERVE LOW VOLTAGE DESIGN IN ACCORDANCE WITH LOW VOLTAGE TA, TC, TD, TN, TI, TT AND TY-SERIES PLANS AND SPECIFICATIONS. SYSTEMS SYMBOLS ON THIS SHEET ARE FOR REFERENCE PURPOSES ONLY. COORDINATE EXACT LOCATION WITH LOW VOLTAGE T-SERIES SHEETS PRIOR TO START OF WORK.2. PROVIDE AND SEAL ALL PENITRATIONS ACCORDING TO RATING OF WALL OR FLOOR. 1/4" = 1'-0"2ENLARGED POWER SAA IT ROOMNNORTH12KEY NOTES:PROVIDE ASHRAE 90.1 COMPLIANT OCCUPANCY CONTROLLED RECEPTACLES IN OFFICE AREAS. PROVIDE POWER SUPPLY/RELAY ABOVE CEILING TO WORK IN LINE WITH LIGHTING OCCUPANCY SENSOR. RECEPTACLES SHALL BE LABELED AS SWITCHED FROM THE RECEPTACLE MANUFACTURER.PROVIDE NEW EQUIPMENT AT THIS APPROXIMATE LOCATION NEXT TO EXISTING PANEL (E)2L2. COORDINATE WITH OWNER REGARDING RELOCATION OF ITEMS NOT ASSOCIATED WITH SHOWN ELECTRICAL EQUIPMENT.PROVIDE JUNCTION BOX ABOVE CEILING AND HARDWIRE CONECTION TO LOW VOLTAGE TRANSFORMER PROVIDED BY MECHANICAL AND INSTALLED BY ELECTRICAL FOR AUTOMATIC CONTROLS FOR LAVATORIES AND WATER CLOSETS.PROVIDE POWER FOR SECURITY EXIT COMPUTER IN SAA IT ROOM. ALSO PROVIDE (2) 1" CONDUIT WITH PULL STRING TO J-BOXES FROM COMPUTER TO SECURITY EXIT #B2-02. COODINATE LOCATION AND ROUTING OF CONDUIT WITH LOW VOLTAGE T-SERIES PLANS. PROVIDE PANELS AND CEILING HUNG TRANSFORMER FOR TEMPORARY POWER FOR PHASE I. PANELS ARE TO BE REUSED PERMANENTLY UNDER PHASE II.FINAL LOCATION OF NEW CONDENSER UNITS TO BE VERIFIED. PROVIDE SUNLIGHT RESISTANT LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC) FROM DISCONNECT. PENETRATIONS SHALL BE WATER AND FIRE RESISTANT TO EXCEED CODE REQUIREMENTS.PROVIDE J-BOX ABOVE CEILING FOR SECURITY/TELECOMM DOOR CONNECTIONS. ADDITIONAL CONNECTIONS MAY BE REQUIRED REFER TO T-XXX SERIES SHEETS FOR EXACT QUANTITIES AND LOCATIONS FOR DOOR ACCESS.PROVIDE CU GROUNDING TO BUILDING STEEL TYPICAL FOR GRD. BUS BARS IN COMMUNICATION ROOMS.34ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUND5NNORTH6REVISIONS#DATEDESCRIPTIONBY78CONFORMED SET300
TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSI
Floor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXITBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSI
Floor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXITBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXITBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum Ceiling Height = 9' (108")100-120V - 16A, 50Hz/60Hz220-240V - 8A, 50Hz/60Hz32 F - 95 F
1,800 lbs
102"High
57 PSIFloor Load
2" Clearance 5' or below6" Clearance 5' or above
FRONTL3ENTEREXITTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSFRONTETDBLSAVSAVSFRONTETDBLSFRONTETDBLSAVSFRONTETDBLSAVSAVSAVSFRONTETDBLS23'-9"3'LADA GATEWTMDCEIA12ETDETDETDETDLL43L43L3L323'-9"3'LADA GATEWTMDCEIA1 23'-9"3'LADA GATEWTMDCEIA123'-9"3'LADA GATEWTMDCEIA1MMJJJJJJJSECURITY CHECKPOINT SCREENINGB2-12PSRB2-15(E)2L2- 50(E)2L2- 50(E)2L2- 54(E)2L2- 54(E)2LQ2- 11(E)2LQ2- 16(E)2LQ2- 10(E)2L2- 48(E)2LQ2- 13(E)2LQ2- 28(E)2LQ2- 15(E)2LQ2- 17(E)2LQ2- 14(E)2L2- 48(E)2L2- 52(E)2L2- 52(E)2LQ2- 24(E)2LQ2- 26(E)2L2- 52(E)2LQ2- 301-SA-VAV-41-SA-VAV-11-SA-GEF-130//NF/3/130/NF/3/1(E)2HM2- 31,33,35(E)2HM2- 37,39,4130/NF/3/1(E)2HM2- 79,81,8330/NF/3/12(E)2HM2- 80,82,84(E)2L2-98(E)2L2-9830/NF/3/3R(E) J- 19,21,233#10CU & 1#10G-3/4"C41-SA-VAV-3(E)2LQ2- 191-SA-GV-21-SA-VAV-21-SA-GV-1FIDS KIOSKEXACT LOCATION SHALL BEBE VERIFIED.FLR.FIDS KIOSKFLR.FIDS KIOSKFLR.EXACT LOCATION SHALL BEVERIFIED.(E)2L2- 42(E)2L2- 42(E)2L2- 82(E)2L2- 82(E)2L2- 82(E)MSF(E)SF(E)MSF- 19,21,23(E)MSF- 25,27,29(E)MSF- 26,28,30ELECTRICALFP2-13CORRIDORFP2-01OFFICEFP2-08.OFFICEFP2-09CONFERENCE ROOMFP2-06OFFICEFP2-02CORRIDORFP2-01CORRIDORFP2-01RoomFP2-17OFFICEFP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21OFFICEFP2-07CORRIDORFP2-01RECEPTIONFP2-10STAIRSFP1-04ELEVATORFP2-23RESTROOMFP2-14RECEPTIONFP2-10RESTROOMFP2-12RESTROOMFP2-16BREAK ROOMFP2-15OFFICEFP2-05OFFICEFP2-04CONFERENCE ROOMFP2-03NEW AHU ABOVE CEILINGNEW AHU ABOVE CEILINGNEW AHU ABOVE CEILINGSF- 17SF- 17SF- 17111(N)EDH ABOVE CLG.(N)EDH ABOVE CLG.(N)EDH ABOVE CLG.1-SA-EDH -31-SA-EDH -41-SA-EDH -560/NF/3/130/NF/3/1(E)MSF- 1,3,53#8CU & 1#10G 3/4"C(E)MSF- 7,9,113#8CU & 1#10G 3/4"C60/NF/3/160/NF/3/1(E)MSF- 16,18,203#8CU & 1#10G 3/4"CSF- 1930/NF/3/130/NF/3/1321-SA-AHU-51-SA-AHU-61-SA-AHU-7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/8" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:19:15 PM1-SA-E112PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASCREENING AREA EXPANSION - SECOND FLOOR -POWER SCREENING PLAN07-14-2017S12014 1/8" = 1'-0"1SCREENING AREA EXPANSION - SECOND FLOOR - POWER SCREENING PLANNNORTH 1/8" = 1'-0"2SCREENING AREA EXPANSION - SECOND FLOOR - POWER SAA PLANNNORTH1. REFER TO LOW VOLTAGE T-SERIES SHEETS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING RACEWAY TO SERVE LOW VOLTAGE DESIGN IN ACCORDANCE WITH THE LOW VOLTAGE TA, TC, TD, TI, TN, TT, & TY-SERIES PLANS AND SPECIFICATIONS. SYSTEMS SYMBOLS ON THIS SHEET ARE FOR REFERENCE PURPOSES ONLY. COORDINATE EXACT LOCATION WITH LOW VOLTAGE T-SERIES SHEETS PRIOR TO START OF WORK.2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF SITE BEFORE START OF RENOVATION.3. ALL J-BOXES TO BE PERMANENTLY LABELED WITH PANEL AND CIRCUIT NUMBER.4. MECHANICAL EQUIPMENT LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATION PRIOR TO START OF WORK.5. COORDINATE EQUIPMENT RELOCATION AND INSTALLATION, NEW OR EXISTING, WITH THE GENERAL CONDITIONS ASSOCIATED WITH THE PROJECT PHASING PLAN TO INSURE SEAMLESS TRANSFER OF OPERATION.GENERAL NOTES:ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUNDPROVIDE POWER FOR DUCT SMOKE DETECTORS. CONTRACTOR SHALL COORDINATE WITH FIRE ALARM DRAWINGS TO PROVIDE CONNECTIONS FOR A FULLY OPERABLE SYSTEM .REMOVE, STORE, AND REINSTALL LIGHTING IN THIS AREA. CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR REGARDING PHASING. LIGHT FIXTURES SHALL BE CLEANED AND TESTED FOR REUSE. RETURN AND RECONNECT FIXTURES IN GOOD CONDITION. DAMAGED FIXTURES TO BE REPLACED BY SIMILAR TYPE AND COLOR.PROVIDE HARDWIRE CONNECTION FOR ABOVE CEILING MECHANICAL CONTROL PANEL.REPLACEMENT KITCHEN EXHAUST FAN LOCATED ON ROOF SHALL BE RECIRCUITED BACK TO EXISTING CIRCUIT. PANEL "J" IS LOCATED ON FIRST FLOOR IN CLOSET OUTSIDE BAGGAGE CLAIM 3 KITCHEN. NEW FAN IS REPLACING EXISTING FAN BEING REMOVED DURING DEMO PHASE. NEW FAN HAS SAME ELECTRICAL LOAD AS EXISTING FAN SO THERE WILL BE NO CHANGE TO THE PANEL J LOADING.KEY NOTES:1234NNORTHREVISIONS#DATEDESCRIPTIONBYCONFORMED SET301
13241-SA-E21011-SA-E2111500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/16" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:19:18 PM1-SA-E200PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASCREENING AREA - SECOND FLOOR - LIGHTINGDEMOLITION PLAN07-14-2017S12014 1/16" = 1'-0"1SCREENING AREA EXPASION - SECOND FLOOR - LIGHTING DEMOLITION PLANREMOVE ALL LIGHT FIXTURES IN THIS AREA AND ASSOCIATED SWITCHING, JUNCTION BOXES, CONDUIT, AND WIRING BACK TO SOURCE. MAKE SOURCE BREAKER SPARE UNLESS OTHERWISE NOTED ON RENOVATION PLAN.COORDINATE WITH PROJECT PHASING PLAN ON TIMING TO REMOVE ALL LIGHT FIXTURES IN THIS AREA AND ASSOCIATED SWITCHING, JUNCTION BOXES, CONDUIT, AND WIRING BACK TO SOURCE. MAKE SOURCE BREAKER SPARE UNLESS OTHERWISE NOTED ON RENOVATION PLAN.UNLESS OTHERWISE NOTED, COORDINATE WITH PROJECT PHASING PLAN ON TIMING TO REMOVE ALL LIGHT FIXTURES IN THIS AREA. CONDUIT AND WIRING TO REMAIN FOR RECONNECTION TO NEW LIGHTING FIXTURES TO BE INSTALLED DURING CONSTRUCTION PHASE. INTERCEPT AND EXTEND CONDUIT AND WIRING AS NEEDED. PROVIDE NEW JUNCTION BOXES AS NEEDED.SECURITY COMMUNICATION ROOM LIGHTING SHALL BE KEPT IN SERVICE DURING CONSTRUCTION UNTIL REPLACEMENT ROOM HAS BEEN FINISHED. COORDINATE REMOVAL OF LIGHTING AND ASSOCIATED CONDUIT, WIRING, AND JUNCTION BOXES WITH PROJECT PHASING PLAN SO OPERATIONS OF AIRPORT WILL NOT BE AFFECTED.123KEY NOTES:1. CONTRACTOR TO REPAIR AND BRING TO NEW CONDITION AREAS AFFECTED BY DEMOLITION. REPAIR INCLUDES PATCHING, DRYWALL, PAINTING, AND ANY OTHER MATERIAL NEEDED TO MAKE SURFACE LOOK PROFESSIONALLY DONE.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER FOR CONSTRUCTION HOURS OF OPERATION. ANY ELECTRICAL POWER OR ILLUMINATION PRIOR TO START OF WORK.3. OPERATION OF AIRPORT WILL REQUIRE TEMPORARY STRUCTURES TO BE INSTALLED. CONSTRUCTION SHALL AT ALL TIMES BE OUT OF VIEW OF THE PUBLIC. ALSO ALL AREAS SHALL BE MADE CLEAN FROM CONSTRUCTION DEBRIS, EQUIPMENT, AND TOOLS AT THE END OF EVERY BUSINESS DAY. COORDINATE WITH OWNER SECURE LOCATION FOR STORING EQUIPMENT BEFORE START OF WORK.4. REFER TO LOW VOLTAGE T-SERIES DESIGN AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING RACEWAY TO SERVE LOW VOLTAGE DESIGN IN ACCORDANCE WITH LOW VOLTAGE T-SERIES PLANS AND SPECIFICATIONS.5. ALL DEMOLISHED ELECTRICAL OPENINGS ARE TO BE PATCHED AND SEALED TO MATCH SURROUNDING AREA.6. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF SITE BEFORE START OF RENOVATION.7. ALL J-BOXES TO BE PERMANENTLY LABELED WITH PANEL AND CIRCUIT NUMBER.GENERAL NOTES:NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSCREENING EXPANSIONOUTBOUNDF.I.S. / CUSTOMSINBOUND4NNORTHREVISIONS#DATEDESCRIPTIONBYCONFORMED SET302
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(E)2H2- 6 (E)2H2- 6 (E)2H2- 6 (E)2H2- 6 (E)2H2- 6 (E)2H2- 6 (E)2H2- 6 (E)2HE2- 4 (E)2H2- 4 (E)2H2- 4 (E)2HE2- 4 (E)2H2- 4 (E)2H2- 4 (E)2HE2- 4
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OPPS MANAGER OFFICE
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3d 4
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASH 1/8" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/8/2017 1:06:01 PM1-SA-E210PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASCREENING AREA - SECOND FLOOR - LIGHTINGPLAN08-11-2017S12014 1/8" = 1'-0"1 PASSENGER WAITING AREA - SECOND FLOOR - LIGHTING PLAN
N
NORTH
DIM
DIM DIM
DIM
DIM
DIMDIM
1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF SITE BEFORE
START OF RENOVATION.
2. ALL J-BOXES TO BE PERMANENTLY LABELED WITH PANEL AND CIRCUIT
NUMBER.
3. CONTRACTOR SHALL PROVIDE DIMMING FOR ALL PUBLIC AREAS. PROVIDE
NEEDED POWER PACKS AND RELAYS NEEDED TO PROVIDE FULLY OPERABLE
SYSTEM.
4. EMERGENCY AND EXIT LIGHTING DURING EMERGENCY OPERATION SHALL
OPERATE AT 100% LUMINATION.
5. ALL LIGHTING FIXTURES AND SWITCHING/CONTROLS ARE NEW UNLESS
OTHERWISE NOTED. INTERCEPT AND EXTEND EXISTING CONDUIT AND WIRING
FOR REUSE ON NEW FIXTURE LAYOUT WHERE POSSIBLE.
6. PROVIDE OCCUPANCY SENSORS NEEDED TO PROVIDE FULL COVERAGE OF
AREA SERVED. LOCATION SHOWN ON DRAWING ARE TO SHOW INTENT ONLY
AND CONTRACTOR TO COORDINATE FINAL LOCATION AND ASSOCIATED
EQUIPMENT IN FIELD. SEE SHEET 1-E605 FOR LIGHTING CONTROL RISER
DIAGRAM.
7. SEE SHEET 1-E605 FOR SEQUENCE OF OPERATIONS. FULLY COORDINATE
WITH OWNER TIME OF DAY OPERATION AND OCCUPANCY SENSOR
OPERATION TIMES. PROVIDE POWER PACKS ABOVE CEILING AND SHALL BE
LOCATED IN ACCESSIBLE AREAS.
8. LOWVOLTAGE SWITCHING LOCATED IN CORRIDOR B2-03, AND RR B2-04, B2-05
ARE TO BE CONTROLED BY PER THE CONTROL DIAGRAM SHOWN ON 1-E605.
GENERAL NOTES:
KEY NOTES:
DIMMER STATION LOCATION TO BE COORDINATED WITH OWNER PRIOR TO
START OF WORK. DIMMER STATION SHALL BE SIMILAR TO ACUITY #NPODM-
4P-DX RELAYS CONTROLLING EMERGENCY LIGHTING SHALL BE UL RATED
FOR EMERGENCY.
PROVIDE POWER AND FIRE ALARM CONNECTIONS FOR FIRE DOOR.
COORDINATE WITH LOW VOLTAGE T-SERIES SHEETS FOR CONTROLS.
PROVIDE BUILDING LIGHTING CONTROL PANEL "1-LC1' IN ROOM B2-01. SEE
SHEET 1-605 FOR ADDITIONAL LIGHTING CONTROL EQUIPMENT AND
CONNECTIONS. CONTRACTOR TO PROVIDE LOCKABLE CABINETS FOR
CLASS 1 EQUIPMENT.
1
1
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
2
1-LCI
3
3
REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 4CONFORMED SET
303
•••••CONFORMED SET304
•••••CONFORMED SET305
DRIVEB6B5B4CB2CB3CB4CB5CBACBBCBC111233777166458PANEL J (E)7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/8" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/15/2017 12:07:34 AM1-BC3-E100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABAGGAGE CLAIM 3- FIRST FLOOR-ELECTRICALDEMOTION PLAN07-14-2017S12014 1/8" = 1'-0"1BAGGAGE CLAIM 3 - FIRST FLOOR - ELECTRICAL DEMOLITION PLANNNORTH12KEY NOTES:REMOVE DISCONNECT, JUNCTION BOXES, CONDUIT, AND WIRING ASSOCIATED WITH BAGGAGE BELT BACK TO SOURCE BREAKER. MAKE SOURCE BREAKER SPARE UNLESS OTHERWISE NOTED ON RENOVATION PLAN.REMOVE DISCONNECT AND WIRING ASSOCIATED WITH EXHAUST FAN BACK TO SOURCE. RETAIN CONDUIT FROM SOURCE. INTERCEPT AND EXTEND CONDUIT TO NEW LOCATION OF FAN ON ROOF. PROVIDE NEW WIRING AND DISCONNECT AS NEEDED.REMOVE AND RELOCATE POWER FOR CONDENSERS FROM INDICATED LOCATION TO OUTSIDE OF NEW MECHANICAL ROOM. SEE SHEET 1-BC3-E101 FOR RELOCATION.TRANSFORMER AND DISCONNECT SHALL BE RELOCATED OUTSIDE OF NEW MECHANICAL ROOM. SEE SHEET 1-BC3-E101 FOR RELOCATION.EXISTING FIRE DOOR TO BE REMOVED. PROVIDE FOR NEW FIRE DOOR REPLACING OLD DOOR.THIS AREA IS A HIGHLY SECURED AREA. WORK BEING PERFORMED IN AND AROUND THIS AREA SHALL BE COORDINATED WITH AIRPORT RULES AND REGULATIONS. OUTAGES AND ACCESS TO SECURED AREAS SHALL BE OBTAINED TWO WEEKS IN ADVANCE.REMOVE ALL ELECTRICAL DEVICES, LIGHTING FIXTURES, JUNCTION BOXES, CONDUIT, AND WIRING BACK TO SOURCE. MAKE SOURCE BREAKER SPARE UNLESS OTHERWISE NOTED ON RENOVATION PLAN.REMOVE ELECTRICAL CONNECTION TO EXISTING BAGGAGE BELT AND EXTEND/RECONNECT TO RECONFIGURED BAGGAGE BELT. REFER TO SHEET 1-BC3-E101.1. REFER TO SHEET 1-G-E100 FOR AREA PLAN.2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF SITE BEFORE START OF RENOVATION.3. ALL J-BOXES TO BE PERMANENTLY LABELED WITH PANEL AND CIRCUIT NUMBER.4. OUTAGES SHALL BE KEPT TO MINIMUM.GENERAL NOTES:34567ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL A8REVISIONS#DATEDESCRIPTIONBYCONFORMED SET306
•••••CONFORMED SET307
J JSTAIRSFP1-04CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05FIRE RISER ROOMFP-06CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05(E)1HE2- 25,27,2930/NF/3/1500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/4" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:16:27 PM1-BC3-E102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABAGGAGE CLAIM 3 - NEW FIRE RISER ROOM -FIRST FLOOR - ELECTRICAL PLAN07-14-2017S12014 1/4" = 1'-0"1FIRE RISER ROOM - FIRST FLOOR - ELECTRICAL ENLARGED PLANORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDFIRE RISER ROOMNNORTH1KEY NOTES:PROVIDE RACEWAY FOR LOW-VOLTAGE FIRE PROTECTION WIRING RISER.EXISTING RECEPTACLE TO BE REPLACED WITH GFI RECEPTACLE. RELOCATE RECEPTACLE TO NON-OBSTRUCTED LOCATION IN ROOM.1. REFER TO SHEET 1-G-E100 FOR AREA PLAN.2. PROVIDE UL 489 LISTED EQUIPMENT BRANCH BREAKER IN PANELBOARDS FOR AIR CONDITIONING, HEATING, AND REFRIGERATION EQUIPMENT.GENERAL NOTES:1PUMP22NNORTHREVISIONS#DATEDESCRIPTIONBYCONFORMED SET308
•••••CONFORMED SET309
•••••CONFORMED SET310
•••••CONFORMED SET311
•••••CONFORMED SET312
OSOS33K.9(E)PPC(E)LPC(E)HGPC(E)LPC- 2A(E)HGPC- 2AE(E)HGPC- 2AE(E)LPC- 2A(E)HGPC- 2AE(E)LPC- 2C(E)LPC- 2A(E)HGPC- 2AE(E)LPC- 2A(E)HGPC- 2X1(E)HGPC- 2X1480Y/277VA13AN(E)HGP- 5C(E)HGP- 5C(E)HGP- 5C500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 1/8" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:17:20 PM1-FIS-E201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFIS SECURITY EXIT- FIRST FLOOR- LIGHTING PLAN07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDKEY NOTES:PROVIDE NEW FIXTURES AS SHOWN AND EXTEND AND CONNECT TO EXISTING 277V CIRCUITING.CONTRACTOR TO COORDINATE EXACT LOCATION OF LIGHTING WITH CABLE TRAYS, AND RACKS.11. REFER TO SHEET 1-G-E101 FOR AREA PLAN.2. EMERGENCY AND EXIT LIGHTING SHALL BE WIRED AHEAD OF LOCAL SWITCHING.3. LIGHTING FIXTURES SHALL BE SUSPENDED BY STRUCTURE. LESS THAN 6FT. FLEX CONDUIT MAY BE USED.4. CONDUIT AND WIRING SHALL NOT BE USED AS SUPPORT FOR LIGHTS, CONDUITS, OR JUNCTION BOXES.5. ALL LIGHTING FIXTURES AND SWITCHING/CONTROLS ARE NEW UNLESS OTHERWISE NOTED. INTERCEPT AND EXTEND EXISTING CONDUIT AND WIRING FOR REUSE ON NEW FIXTURE LAYOUT WHERE POSSIBLE.GENERAL NOTES:NNORTH1DEMOLITION KEY NOTES:REMOVE +/-(8) 2x4 FLUORESCENT LIGHT FIXTURES, CONDUIT, AND WIRING TO NEAREST JUNCTION BOX TO REMAIN AT STURCTURE ABOVE. CONDUCTOR TERMINATIONS SHALL BE MADE SAFE FOR RECONNECTION TO NEW FIXTURES. INTERCEPT AND EXTEND CONDUIT AND WIRING TO NEW FIXTURE LOCATIONS AS INDICATED ON PLAN. 1/8" = 1'-0"1FIS SECURITY EXIT - FIRST FLOOR- LIGHTING PLAN111IT ROOMNNORTH 1/8" = 1'-0"2INBOUND TERMINAL - 1ST FLOOR - EXISTING IT ROOM - LIGHTING PLAN22NNORTHREVISIONS#DATEDESCRIPTIONBYCONFORMED SET313
•••••CONFORMED SET314
•••••CONFORMED SET315
JJJJXXXXXXXXX XXXXXX XXX BENCH BENCH BENCHBENCHBENCHBENCHBENCH BOCEOPBOCEOPBOCEOPBOCEOPSTAORINGNDLANEFIRENO PARKING GENER
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4411PARKING LOT B NEW ENTRANCE3PKG356PKG3- 2PKG3- 1PKG3- 1PKG3- 2SLASLASLASLA2TPKG3AIRLINE AVE.AIRLINE AVE.PKG3-3PKG3-3PKG3-3PKG3-3KEY PLANPARKING LOTFLAG POLE3#6CU & 1#10G - 1"C60/NF/3/3R(E)LRC1(E)HRC1(E)LRC1- 26,28,30PARKINGGARAGEEXISTING 45kVATRANSFORMERRED CLEVELAND BLVD.EXISTING LANDSCAPINGPUMP781500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTNAs indicatedC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:19:49 PM1-WP-E102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWEST SIDE PARKING - LOT B - ELECTRICAL PLAN07-14-2017S12014 1" = 20'-0"1WEST SIDE PARKING LOT B ELECTRICAL PLANNNORTHAREA OF WORK1. INSTALLATION OF ELECTRICAL SYSTEMS TO SERVE PARKING LOT B NEW ENTRANCE CANOPY.2. EXISTING ELECTRICAL PANELS INDICATED HERE SHALL BE RELABLED PER SHEET 1-E803. FULL PANEL DIRECTORY SHALL BE TYPED WITH ALL EQUIPMENT SERVED AND DISPLAYED, PROTECTED FROM WEATHER, AND CLEARLY DISPLAYED INSIDE OF PANEL DOOR. SPARE BREAKERS SHALL BE IDENTIFIED AND MARKED. GENERAL NOTES:COORDINATE WITH OWNER FOR INSTALLATION OF NEW DUAL ENTRY SYSTEM.NORTH ENTRANCE LANE SHALL HAVE SAA BADGE FUNCTIONALITY. COORDINATE WITH OWNERCOORDINATE WITH OWNER FOR PUBLIC ENTRANCE EQUIPMENT BOTH LANES.CONTINUATION OF FEEDER FROM EXISTING PANEL PKG LOCATED TO THE NORTH.NEW LOT B EXIT TRANSFORMER.NEW LOT B EXIT PANEL PKG3.PROVIDE NEW DISCONNECT FOR 7.5HP MOTOR WITH GASKETED AND SEALED WATER TIGHT CONNECTIONS. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO START OF WORK. PROPERLY LABEL SOURCE OF POWER.NEW PUMPS TO BE PROVIDED WITH 1" CONDUIT BACK TO CONTROL BOX WITH PULL WIRE.1234RENOVATION KEY NOTES:56 1" = 20'-0"2WEST SIDE PARKING- ENLARGED-POWER PLANNNORTHAREA OF WORK78REMOVE EXISTING IRRIGATION WELL PUMP WIRING BACK TO SOURCE. MAKE SOURCE BREAKER SPARE UNLESS OTHERWISE NOTED. CUT AND CAP UNDERGROUND CONDUIT. ABANDON IN PLACE.1DEMOLITION KEY NOTES:REVISIONS#DATEDESCRIPTIONBYCONFORMED SET316
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V
E
SL1- 3SESL1- 3SESL1- 3SFSL1- 3SFSL1- 3SFSL1- 3SESL1- 4SESL1- 4SESL1- 4SESL1- 4SESL1- 4SESL1- 4SESL1- 4SESL1- 5SG1SL1- 5SG1SL1- 5SG1SL1- 5SG1SL1- 5SG1SL1- 4SESESL1- 3SL1- 4SL1- 5RED CLEVELAND BLVD.AIRLINE AVE.PARKINGGARAGEPARKINGLOTFLAG POLEKEY PLANAREA OF WORK500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTNAs indicatedC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:19:58 PM1-WP-E201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWEST SIDE PARKING - SITE LIGHTING PLAN07-14-2017S12014 1" = 20'-0"1WEST SIDE PARKING- ENLARGED-SITE LIGHTING PLANNNORTHSHEET 1-LD-E100SHEET 1-LD-E100SHEET 2-OB-E202SHEET 2-OB-E204SHEET 2-OB-E2041. CONTRACTOR TO CONTACT UTILITY COMPANIES TO MARK ROUTING OF WATER, GAS, ELECTRIC, SANITARY, AND STORM IN AREA OF WORK. FIELD VERIFY ANY DISCREPANCIES OR CONFLICTS AND DOCUMENT CONDITIONS IMMEDIATELY UPON DISCOVERY AND CONTACT OWNER AND ENGINEER.2. COORDINATE WITH OWNER FOR ALL POWER OUTAGES 2 FULL WEEKS AHEAD OF EVENT. PROVIDE TEMPORARY POWER AS NEEDED TO KEEP OWNER OPERABLE.3. UNDERGROUND PVC SHALL BE SCHEDULE 80 FOR HEAVY TRAFFIC.4. CONTRACTOR TO PROVIDE AIMING & COMMISIONING FOR LIGHT FIXTURES PERTAINING TO THIS PROJECT.5. SEE 1-E700 SERIES DRAWINGS FOR PANEL SCHEDULES PERTAINING TO THIS SHEET. GENERAL NOTES:PANEL SL1 FOR INSTALLATION OF LIGHTING. COORDINATE WITH LANDSCAPE PLAN L2.02 FOR APPROXIMATE LOCATIONS OF LIGHTING AND SHEET 1-LD-E100.COORDINATE WITH CIVIL FOR EXACT LOCATION OF 3" SCH.80 PVC SLEEVE FOR SITE LIGHTING CONDUIT BACK TO PANEL "SL1".PROVIDE #10 AWG CONDUCTOR IN 1" SCHEDULE 80 PVC BACK TO PANEL "SL1".PROVIDE #10 AWG CONDUCTOR IN 1" SCHEDULE 80 PVC THROUGH 3" SLEEVE UNDER ROAD TO PANEL "SL1".12KEY NOTES:3414234 1" = 300'-0"2KEY PLAN SOUTH WEST LOT B-2REVISIONS#DATEDESCRIPTIONBYNNORTHSHEET 1-BC1-E201CONFORMED SET317
CT
PROVIDE
METERM
480Y/277V, 3Ø, 4W
FPL
UTILITY
TRANSFORMER
LOADING DOCK LD-1
OUTSIDE TERMINAL B
OUTSIDE TERMINAL B
NEW
SHUNT TRIP
SPD
112.5KVA
XFRMR
LD-LV
500W LIGHTING
INVERTER
LOADING DOCK LD-1
LOADING DOCK LD-1
PNL.
LDLV1
NEW PANEL "LD-MDP" MLO
400A, 480Y / 277V, 3Ø, 4W
SERVICE RATED
EXTERIOR
INTERIOR
NEW UNDERGROUND
4# 600kCMIL CU & IN 4"C.
(N)
(N)
(N)
(N)
(N)
(N)
PNL.
LDLVB
PNL.
LDLVS
400A NEW LOADING DOCKEXTERIOR(N)
EXISTING BUILDING: 1776 HANGAR RD.
(N)
400A
ATS-LD (N)
NEW 300KW 24HR.
DIESEL CAT #C9 WITH
SOUND ENCLOSURE
GENERATOR OR EQUAL
480Y / 277V, 3Ø, 4W
(N)
#1/0 GEC
G C
SERVICE ENTRANCE RATED
MAIN 400AMP NEMA 3R
ENCLOSED LSI BREAKER
SECTION 2
LD-UPS
PNL.
LDUPS1
175A
(N)
(N)
50KVA
LOADING DOCK LD-1
4 RELAY
LIGHTING
TIME CLOCK (N)
NEW UNDERGROUND CONCRETE DUCTBANK :
4# 600kCMIL CU & IN 4"SCHEDULE 80PVC.
PROVIDE 4" SPARE CONDUIT WITH PULL
STRING, STUB UP AND CAP BOTH ENDS.
LOADING DOCK LD-1
LOADING DOCK LD-1
SECURITY OFFICESBADGING OFFICES
400A
SERVICE MAIN
400AMP NEMA
3R ENCLOSED
LSI BREAKER
NOTE: NOT ALL SYMBOLS ARE USED
SYMBOL LEGEND
(*)
(L)
(B)
(G)
(+)
INDICATES BLOCKING DEVICE
INDICATES GFCI BREAKER
INDICATES 30mA TRIP GFCI BREAKER
INDICATES LOCKING DEVICE
INDICATES EXISTING TO EXTEND
INDICATES NEW(N)
BREAKER
FUSE
SWITCH
CURRENT TRANSFORMER (CT)
INDICATES EXISTING(E)
TRANSFORMER
2# 12CU & IN 3/4"C.
3# 3CU & 1#8G IN 1 1/4"C
4#2/0 CU & 1#8G IN 2"C
4#3 CU & 1#10G IN 1 1/4"C
LOADING DOCK LD-1
PNL.
LDUPSB
PNL.
LDUPSS
(N)(N)
BADGING OFFICES SECURITY OFFICES
4# 1/0 CU & 1#6G IN 2"C
(3#2/0 CU & 1#6G IN 2"C)
2# 12CU & IN
3/4"C.
2# 12CU &
IN 3/4"C.
4# 1/0 CU & 1#6G IN 2"C
DESIGN SELECTION:
SCHNEIDER-ELECTRIC
GALAXY#5000 WITH 480V INPUT,
208V/3PH OUTPUT. WITH 10MIN. BACKUP.
LOADING DOCK LD-1
NEMA 3R
DISC.
SL1
NEMA 3R
PNL.
SL1
NEMA 3R
30KVA
XFMR TSL1
(N)(N)
(N)
3# 6CU & 1#8G IN 1"C
4#3 CU & 1#8G IN 1 1/4"C
#8 GEC
(N)
TO BACK-UP
LDMDP-16
AND LDMDP-24
#2/0 GEC
#8 GEC
2 SETS: (4# 3/0 CU & 1#6G IN 2"C)
150A 150A 80A 80A
SEE SHEET 1-E701
PANEL SCHEDULE FOR BKR. SIZES
#1/0 GEC
N
G
MAIN BONDING JUMPER
PER NEC 258.
480V, 3PH
3POLE
PROVIDE QUICK CONNECT FOR LOAD BANK
TESTING AND LOAD DUMP SENSOR FEED
BACK TO GENERATOR & ATS-LD. BASIS OF
DESIGN IS TRYSTAR #GRS045-W-L-F-GIJPQ
PROVIDE RELAY AS NEEDED.
2# 12CU & IN 1"
UNDERGROUND CONDUIT.
1
(N)
CC
MM MM
C C
2 2 2 2
2
2
2
PROVIDE 7" CONCRETE SLAB
#1/0 GEC
400A
CAM-LK
#1/0 GEC
#1/0 GEC
SERVICE ENTRANCE RATED
ASCO ATS WITH POTENTIAL
LOAD DUMP CONTACT.
C
ST
PORTABLE LOAD BANK
AND CABLE BY OWNER.
3
4
NEW UNDERGROUND
4# 600kCMIL CU & IN 4"C.
2# 12CU &
IN 3/4"C.
EXISTING ELECTRICAL F; B1-10
EXISTING 1000KW
GENERATOR
480/277V, 3Ø, 4W
(E)
GC
MSB2
4000A
(E)
T-2LE3 (N)
30KVA
ATS-1
HE3 (N)
1HE3 (N)
300A
100A
4#350MCM & 1#4G -3"C
TO PHASE II PANEL "HE"
TREMINATE RACEWAY IN SEALED EL
ON EXTERIOR WALL AS SHOWN ON
SHEET 1-ELD-E101. PROVIDE PULL
STRING AND LABEL.
4#1/0CU & 1#8G IN 2"C
2LE3 (N)2HE3 (N)
50A 100A
EXISTING MECH. RM. B2-01
3#8CU & 1#10G -3/4"C
4#3 & 1#8G -1 1/4"CWEST SIDE ELECTRICAL ROOM;
B1-19A
400A
(E) EDP
SEE SCREENING ONELINE
FOR WIRE SIZES, CONDUIT
FOR ATS AND PANEL 1HE3.
SEE SHEET 1-E602
100A
#8 GEC
SEE SCREENING ONELINE FOR
WIRE SIZES, CONDUIT FOR
ATS AND PANEL 1HE3.
PROVIDE
TRYSTAR#GRS1200AMP
SHUNT TRIP BREAKER
QUICK CONNECT FOR
LOAD BANK TESTING
AND LOAD DUMP
SENSOR FEED BACK TO
ATS-1HE3, ATS-Q, AND
ATS-LS.
2# 12CU &
IN 1"UG C.
(N)
C ATS-Q ATS-LS
(E) (E)
4
PROVIDE CONTACT IN
EXISTING TRANSFER
SWITCH FOR LOAD BANK,
LOAD DUMP OPPERATION.
4
4 4
CAM-LK
4
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.
Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
12" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 9:20:32 AM1-E601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAONELINE RISER DIAGRAMS08-11-2017S12014N.T.S.
NEW LOADING DOCK ELECTRICAL ONE-LINE DIAGRAM
CONTRACTOR TO TRACE AND VERIFY EXACT ROUTING OF CONDUCTORS
PRIOR TO START OF WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO PROTECT CONDUIT AND CONDUCTORS FROM DAMAGE DURING
CONSTRUCTION.
PROVIDE LISTED AND LABLED SUB-METER WITH CT'S, EMS/BMS INTERFACE,
AND 3/4" CONDUIT FOR CONDUCTOR.
GENERATOR CONTACT ENCLOSURE SHALL PROVIDE POWER 24V VOLT AND
SIGNAL CONTROL FOR LOAD DUMP TESTING. DESIGN OF LOAD DUMP SYSTEM
SHALL BE COORDINATED WITH MANUFACTURE PRIOR TO CONSTRUCTION.
PROVIDE FOLLOWING SEQUENCE FOR LOAD DUMP OPPERATION:
1. NORMAL OPERATION IS UTILITY IS AVAILABLE AND GENERATOR IS OFF.
2. THE ATS DETECTS AN UN ACCEPTABLE NORMAL SOURCE.
3. ATS "OVERRIDE NORMAL OUTAGE" TIMER STARTS AND TIMES OUT AFTER 3
SECONDS.
4. ATS SENDS START SIGNAL TO GENERATOR SET.
5. ONCE EMERGENCY SOURCE IS ACCEPTABLE, ATS SHALL CLOSE PRE-
SIGNAL/LOAD BANK DUMP CONTACT CLOSES.
6. THIS CONTACT CLOSURE WILL BE USED TO SHUNT TRIP THE LOAD BANK
QUICK CONECT SHUNT TRIP BREAKER THROUGH THE GENERATOR.
7. THIS SIGNAL WILL CLOSE 2 SECONDS BEFORE THE ATS TRANSFERS FROM
UTILITY TO GENERATOR.
8. ONCE THE 2 SECONDS EXPIRES, THE ATS SHALL TRANSFER FROM UTILITY
TO GENERATOR.
ABOVE GENERATOR LOAD BANK INFORMATION IS A PERFORMANCE DESIGN.
1
1. SEE SHEETS 1-E700 SERIES DRAWINGS FOR PANEL SCHEDULES,
2. EXISTING ELECTRICAL EQUIPMENT IS EXISTING & IS SHOWN FOR CLARIFICATION
PURPOSES ONLY. EQUIPMENT HAS BEEN DUPLIATED ON OTHER ONE-LINE
DIAGRAMS FOR PRESENTOTION PORPOSES ONLY.
GENERAL NOTES:
N.T.S.
OUTBOUND ELEVATOR ONE-LINE
KEY NOTES:
1
2 REVISIONS#DATEDESCRIPTIONBY208/11/2017ADDENDUM 2409/08/2017ADDENDUM 42
2
2
2
3
4
4
4
CONFORMED SET
318
•••••CONFORMED SET319
•••••CONFORMED SET320
•••••CONFORMED SET321
A
B
C
E
F
A
AA
B B
AA A
A
B B
AA
A
AAA
BBCC
A
BBCC
A
BBCC
A
AA
BCC
A
BBCC B
A
A
A
A
A
A A A A
C
C
C
C
AAA
BBCC
A
BBCC
A
AAA
BBCC
A
BBCC
AAA
BBCC
A
AAA
BBCC
A
BBCC
A
A
BBCC
A
BBCC
A
A
A
A
A
A A A A
C
C
C
C
A A A A
E
E B
B
B
B B
B
B
B B
B B
B B
A
BCC
A
F
C C
ON/OFF
G V
C C
ON/OFF
G V
C C
G V
ON/OFF
G VG V
G VG V
G VG V
G V
G VV
G VG V
G VG V
G V
C C
G V
C C
G V
REDBLACK
(OPTIONAL MECHANICAL CONNECTION)
ECLYPSE(100-240VAC)
NLIGHT
NEUTRAL
LINE FEED
UTILIZE NEAREST SPARE 120V CIRCUIT BREAKER
* CONTRACTOR TO PROVIDE NEMA 1 ENCLOSURE REQUIRED FOR CLASS 1 POWERED
VERSION OF EQUIPMENT PERTAINING TO THIS DIAGRAM. *
HUB
BRIDGE
BRIDGE KIT
nBRG8
Npodm DX
On/Off Raise/Lower
Dimmer Override Switch
DIMMER OCC/VACANCY
SENSOR COMBO
WSXD PDT DX
G V
LARGE OFFICE CEILING MOUNT OCC SENSOR AND DIMMER SWITCH
NORMAL LIGHTING CIRCUITS
SMALLER OFFICE WALL DIMMER OCC SENSOR SWITCH COMBO
LINE VOLTAGE WITH 0-10V DIMMING
DIMMER OCC SENSOR
COMBO
NWSX PDT LV DX
SMALLER OFFICE WITH DAYLIGHTING WALL
DIMMER OCC SENSOR SWITCH COMBO
FIS AND TYPICAL STANDALONE OCCUPANCY AREAS
NORMAL LIGHTING CIRCUITS
TYPICAL STANDALONE SYSTEM RISER
CORRIDOR B2-03
EMERGENCY LIGHTING
TO DIM & SWITCH
WITH NORMAL LIGHTING
VIA UL924 PACK
PASSENGER WAITING AREA SECOND FLOOR
CORRIDOR B2-18 AND WAITING AREA B2-13
NPODM 2P DX
ON/OFF RAISE/LOWE 2
ZONES
DIMMER OVERRIDE SWITCH
ZONE A ZONE B DIMMER OVERRIDES
LOCATED IN B2-08
NPODM DX
ON/OFF RAISE/LOWER
DIMMER OVERRIDE SWITCH
NPODM DX
ON/OFF RAISE/LOWER
DIMMER OVERRIDE SWITCH
OFFICES B2-11 AND B2-11A AND B2-08
NPODM DX
ON/OFF RAISE/LOWER
DIMMER OVERRIDE SWITCH
NWSX PDT LV SA
VACANCY SENSOR
OVERRIDE SWITCH
RESTROOMS B2-04 AND B2-05
LOW VOLTAGE KEY SWITCH
OVERIDE
TO nBRG 8 OR nGWY
ID# XXXXXXXX PORT #
TO NBRG 8 OR NGWY
ID# XXXXXXXX PORT #
PS-150
POWER SUPPLY
FOR NBRIDGE
PHASE 1 BRIDGES
AS NEEDED PER NLIGHT
ZONES
EMERGENCY LIGHTING
TO DIM & SWITCH
WITH NORMAL LIGHTING
VIA UL924 PACK
UL924 PACK REQUIRES
EMERGENCY FEED AND
NORMAL SENSE LEG
PASSENGER WAITING AREA SECOND FLOOR
CORRIDOR B2-12
NPODM 2P DX
ON/OFF RAISE/LOWER 2
ZONES
DIMMER OVERRIDE SWITCH
ZONE - G ZONE - H DIMMER OVERRIDES
F AND G
LOCATED IN B2-08
NPODM DX
ON/OFF RAISE/LOWER
DIMMER OVERRIDE SWITCH
DIMMER OVERRIDE
H
LOCATED IN B2-08
ZONE - F
EMERGENCY LIGHTING
TO DIM & SWITCH
WITH NORMAL LIGHTING
VIA UL924 PACK
BAGGAGE CLAIM 1&2 NEW CEILING FOR TYPE T2 FIXTURES
NIO PC KIT
OUTDOOR PHOTOCELL
NIO PC KIT
OUTDOOR PHOTOCELL
CANOPY LIGHTING TIME CLOCK AND PHOTOCELL CONTROL
FOR CONTROL OF LIGHTING
DIMMER OCC/VACANY
SENSOR COMBO
WSX PDT XX
SMALLER OFFICE WALL OCC SENSOR SWITCH COMBO
LINE VOLTAGE
CAT 5E
(LOW VOLTAGE)
CLASS 1
(LINE VOLTAGE)
CLASS 2
(LOW VOLTAGE)
WIRE LEGEND
CAT 6
(LOW VOLTAGE)
DMX
(LOW VOLTAGE)
NOTE:
THE ABOVE SYSTEM IS BASIS OF DESIGN ONLY AND APPROVED EQUALS ARE ACCEPTABE. EQUAL EQUIPMENT MUST MEET OR EXCEED THE BASIS OF DESIGN SYSTEM REQUIREMENTS FOR A UNIFIED BUILDING CONTROL SYSTEM.
OCCUPANCY SENSOR
NCM PDT 10
OCCUPANCY SENSOR
NCM PDT 10
SWITCHING & 0-10V
DIMMING PACK
NPP16 D ER
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
OCCUPANCY SENSOR
NCM PDT 10
OCCUPANCY SENSOR
NCM PDT 10
SWITCHING & 0-10V
DIMMING PACK
NPP16 D ER
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
UL924 PACK REQUIRES EMERGENCY
FEED AND NORMAL SENSE LEG
TO
FROMFROM
NPANEL 4NPANEL 4
SPARE
OCCUPANCY SENSOR
NCM PDT 10
OCCUPANCY SENSOR
NCM PDT 10
UL924 PACK REQUIRES EMERGENCY
FEED AND NORMAL SENSE LEG
SWITCHING & 0-10V
DIMMING PACK
NPP16 D ER
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
OCCUPANCY SENSOR
NCM PDT 10
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
PLUG LOAD CONTROL
NPP20 PL
TO
FROM
OCCUPANCY SENSOR
NCM PDT 10SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
OCCUPANCY SENSOR
NCM PDT 10
OCCUPANCY SENSOR
NCM PDT 10
EMERGENCY LIGHTING
TO DIM & SWITCH
WITH NORMAL LIGHTING
VIA UL924 PACK
UL924 PACK REQUIRES
EMERGENCY FEED AND
NORMAL SENSE LEG
SWITCHING & 0-10V
DIMMING PACK
NPP16 D ER
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
EMERGENCY LIGHTING
TO DIM & SWITCH
WITH NORMAL LIGHTING
VIA UL924 PACK
UL924 PACK REQUIRES
EMERGENCY FEED AND NORMAL
SENSE LEG
SWITCHING & 0-10V
DIMMING PACK
NPP16 D ER
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
TO nBRG 8 OR nGWY
ID# XXXXXXXX PORT #
TO NBRG 8 OR NGWY
ID# XXXXXXXX PORT #
PS-150
POWER SUPPLY
FOR NBRIDGE
PHASE 1 BRIDGES
AS NEEDED PER NLIGHT
ZONES
SPARE
SPARE
BLACK
WHITE
ORANGE
DIMMING PHOTOCELL
NCM ADC
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
PLUG LOAD CONTROL
NPP20 PL
TO
FROM
OCCUPANCY SENSOR
NCM PDT 10
OCCUPANCY SENSOR
NCM PDT 10
OCCUPANCY SENSOR
NCM PDT 10
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
PLUG LOAD CONTROL
NPP20 PL
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
ACUITY CONTROLS
NLIGHT NETWORK WITH ECLYPSE CONTROL
TYPICAL NETWORK SYSTEM RISER ORLANDO SANFORD INTERNATIONAL AIRPORT PHASE I
1-LC1
LOCATE IN 2ND FLOOR
ELEC/MECH ROOM #B2-01
SPARE
LOCATE IN NEAREST
2nd FLOOR IT ROOM
CLOSEST TO AREA
SERVED
LOCATE IN NEAREST IT ROOM
CLOSEST TO AREA SERVED LOCATE IN NEAREST 1ST
FLOOR IT ROOM CLOSEST TO
AREA SERVED
EXTEND LINE TO PHASE 2 HUB
BRIDGE.
RISER DIAGRAM IS TO SHOW DESIGN INTENT FOR STANDALONE AND NETWORK AREAS. REFER TO FLOOR PLANS FOR QUANTITIES OF
CONTROL DEVICES SUCH AS OCCUPANCY SENSORS, PHOTOCELLS, DIMMER SWITCHES, BRIDGE HUBS, SWITCHES, AND TOUCHSCREENS.
QUANTITIES OF DIMMING POWER PACKS AND UL924 DIMMING POWER PACKS REQUIRED PER SWITCH LEGS, CIRCUITING AND DAYLIGHT ZONES.
ROOM LOCATIONS LISTED BELOW INDICATE GENERAL DESIGN INTENT BUT ARE NOT LIMITED TO JUST THOSE SPECIFIC ROOMS.
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
ROPE LIGHTING
BAGGAGE CLAIM 3 NEW CEILING FOR TYPE 'R' FIXTURES
OnOff
OnOff
OnOff
OnOff
OnOff
1. THIS SPECIFICATION IS BASED ON THE NLIGHT® NETWORK CONTROL SYSTEM FROM SENSOR SWITCH, AN ACUITY
BRANDS COMPANY (800-727-7483, WWW.SENSORSWITCH.COM).
2. THE LIGHTING CONTROL SYSTEM MUST UTILIZE UNIVERSAL 120-277 VOLTAGE POWER PACKS WITH 0-10V DIMMING
STANDARD. THE SYSTEM MUST HAVE NETWORKED UL924 120-277 VOLT 0-10V DIMMING POWER PACKS. STANDALONE
PACKS WILL NOT BE ACCEPTED.
3. THE SYSTEM MUST BE PROVIDED WITH SOFTWARE TO HOST THE HVAC SYSTEM AS WELL AS THE LIGHTING
CONTROLS ON A GRAPHICAL HTML 5 PLATFORM FOR UNIFIED BUILDING CONTROL SYSTEM.
4. THE INSTALLING ELECTRICAL CONTRACTOR RESPONSIBILITY FOR ALL LINE AND LOW VOLTAGE TERMINATIONS AND
INSTALLATION OF ALL DEVICES.
5. ACUITY BRANDS RESPONSIBLE FOR COMPLETE START UP, PROGRAMMING AND OWNER TRAINING.
6. A MINIMUM OF TWO RETURN TRIPS THE FIRST YEAR FOR ADDITIONAL TRAINING AND PROGRAMMING IS REQUIRED.
7. THE LIGHTING CONTROL SYSTEM SPECIFIED IN THIS SECTION SHALL PROVIDE TIME-BASED, SENSOR-BASED (BOTH
OCCUPANCY AND DAYLIGHT), AND MANUAL LIGHTING CONTROL.
8. THE SYSTEM SHALL UTILIZE WALL MOUNT OCCUPANCY SWITCHES AND DIMMER SWITCH COMBINATION UNITS THAT
FIT INTO A SINGLE GANG WALL BOX FOR SMALL OFFICES.
9. THE SYSTEM SHALL UTILIZE CEILING MOUNT OCCUPANCY SENSORS AND DIMMING PHOTOCELL COMBINATION UNITS
WHERE DAY LIGHT HARVESTING IS APPLICABLE. ALL OCCUPANCY SENSORS MUST BE ABLE TO FUNCTION AS
VACANCY AND/OR OCCUPANCY DEVICES.
10. THE SYSTEM SHALL NOT REQUIRE ANY CENTRALLY HARDWIRED SWITCHING EQUIPMENT.
11. THE SYSTEM SHALL BE CAPABLE OF TURNING LIGHTING LOADS ON/OFF AS WELL AS DIMMING LIGHTS (IF LIGHTING
LOAD IS CAPABLE OF BEING DIMMED)
12. ALL SYSTEM DEVICES SHALL BE NETWORKED TOGETHER ENABLING DIGITAL COMMUNICATION AND SHALL BE
INDIVIDUALLY ADDRESSABLE.
13. THE SYSTEM ARCHITECTURE SHALL BE CAPABLE OF ENABLING STAND-ALONE GROUPS (ROOMS) OF DEVICES TO
FUNCTION IN SOME DEFAULT CAPACITY EVEN IF NETWORK CONNECTIVITY TO THE GREATER SYSTEM IS LOST.
14. THE SYSTEM ARCHITECTURE SHALL FACILITATE REMOTE OPERATION VIA A COMPUTER CONNECTION.
15. ALL SPACES TO BE CONTROLLED VIA TIME CLOCK SCHEDULING THROUGH POWER PACKS AND/OR OCCUPANCY
SENSOR CONTROL WITH OVERRIDE SWITCHES.
16. TYPICAL OFFICES AND LABS TO BE CONTROLLED VIA OCCUPANCY SENSORS AND OVERRIDE SWITCHES WITH THE
ABILITY TO BE OVERRIDDEN FROM THE NETWORK.
SYSTEM REQUIREMENTS
1. SYSTEM SHALL HAVE AN ARCHITECTURE THAT IS BASED UPON THREE MAIN CONCEPTS; 1) INTELLIGENT LIGHTING
CONTROL DEVICES 2) STANDALONE LIGHTING CONTROL ZONES 3) NETWORK BACKBONE FOR REMOTE OR TIME
BASED OPERATION.
2. FRONT OF HOUSE AREAS SENSORS ARE TO BE PROGRAMMED TO REDUCE LIGHTING LEVELS AFTER 30 MINUTES.
DESIRED LEVELS TO BE DETERMINED DURING COMMISSIONING. BACK OF HOUSE SENSORS ARE TO BE
PROGRAMMED TO TURN LIGHTS OFF AFTER 15 MINUTES.
3. DEVICES WITHIN A LIGHTING CONTROL ZONE SHALL BE CONNECTED WITH CAT-5 LOW VOLTAGE CABLING, IN A DAISY-
CHAIN FASHION, AND IN ANY ORDER.
4. LIGHTING CONTROL ZONE SHALL BE CAPABLE OF AUTOMATICALLY CONFIGURING ITSELF FOR DEFAULT OPERATION
WITHOUT ANY START-UP LABOR REQUIRED.
5. SYSTEM SHALL HAVE A PRIMARY WALL MOUNTED NETWORK CONTROL “GATEWAY” DEVICE THAT IS CAPABLE OF
ACCESSING AND CONTROLLING CONNECTED SYSTEM DEVICES AND LINKING INTO AN ETHERNET LAN.
6. SYSTEM SHALL USE “BRIDGE” DEVICES THAT ROUTE COMMUNICATION AND DISTRIBUTE POWER FOR UP TO 8
LIGHTING ZONES TOGETHER FOR PURPOSES OF DECREASING SYSTEM WIRING REQUIREMENTS.
7. SYSTEM SHALL HAVE A WEB-BASED SOFTWARE MANAGEMENT PROGRAM THAT ENABLES REMOTE SYSTEM
CONTROL, STATUS MONITORING, AND CREATION OF LIGHTING CONTROL PROFILES.
8. SYSTEM SHALL BE CAPABLE OF OPERATING A LIGHTING CONTROL ZONE ACCORDING TO SEVERAL SEQUENCES OF
OPERATION. NOTE OPERATING MODES SHOULD BE UTILIZED ONLY IN MANNERS CONSISTENT WITH LOCAL ENERGY
CODES.
a.AUTO-ON / AUTO-OFF (VIA OCCUPANCY SENSORS)
b.MANUAL-ON / AUTO-OFF
c.AUTO-TO-OVERRIDE ON
d.MANUAL-TO-OVERRIDE ON
e.AUTO ON/PREDICTIVE OFF
f. MULTI-LEVEL ON (MULTIPLE LIGHTING LEVELS PER MANUAL BUTTON PRESS)
9. AN APPLICATION THAT RUNS ON “SMART” HANDHELD DEVICES (SUCH AS AN APPLE® IPHONE®) SHALL BE
AVAILABLE FOR PERSONAL LIGHTING CONTROL.
10.CONTROL SOFTWARE SHALL ENABLE A INTEGRATION WITH A BUILDING MANAGMENT SYSTEM VIA BACNET . ALL
DEVICES TO HAVE A BACNET ID FOR BMS INTERFACE AND UNIFIED BUILDING CONTROL.
11.BACNET TESTING LABORATORIES (BTL) LISTED AS A BACNET BUILDING CONTROLLER (B-BC)
COMMUNICATES OVER IP LOCAL AREA NETWORK (LAN) WITH SENSORVIEW, DISTECH ECLYPSE, XPOINT WIRELESS
BRIDGES AND NADR DEVICES
12.VIEW AND MANAGE THE NLIGHT NETWORK WITH NLIGHT EXPLORER WEB INTERFACE WHICH SUPPORTS ECLYPSE.
SITEVIEW ENERGYTM SOLUTION THAT ALLOWS MONITORING OF BUILDING ENERGY CONSUMPTION AND PROVIDES
AN INFORMATIVE DASHBOARD DEMONSTRATING ENERGY SAVINGS AND ENVIRONMENTAL IMPACT.
• EXTRA SECURITY PROVIDED BY HTTPS SERVER
• BROWSER-BASED NLIGHT ECLYPSE AND ENVYSION CONFIGURATION USING HTML5 TECHNOLOGY
• WI-FI CLIENT, ACCESS POINT AND HOT SPOT CAPABILITIES
• DISCOVERS AND COMMISSIONS NLIGHT AND XPOINT WIRELESS DEVICES
• PROVIDES SYSTEM TIME-CLOCK INCLUDING ASTRONOMICAL TIME-CLOCK CAPABILITIES.
• STORES TIME-BASED AND INPUT ACTIVE PROFILES
• MANAGES FORWARDING OF GLOBAL CONTROL CHANNELS ACROSS BRIDGE DEVICES AND OTHER NLIGHT ECLYPSE
GATEWAYS. ON-DEMAND PROFILE FORWARDING BETWEEN GATEWAYS
• REMOTELY CONFIGURABLE AND UPGRADABLE.
NLIGHT SEQUENCE OF OPERATION FOR ORLANDO SANFORD INTERNATIONAL AIRPORT
4
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASH 6" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/8/2017 1:05:56 PM1-E605PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIGHTING CONTROL RISER DIAGRAM08-11-2017S12014N.T.S.
1 PHASE 1 LIGHTING SYSTEMS RISER DIAGRAM REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 4CONFORMED SET
322
•••••CONFORMED SET323
500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:16:53 PM1-E701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAPANEL SCHEDULES07-14-2017S12014Notes:LIGHTING INTERIOR2.2 kVA125.00%2.7 kVAPOWER36.9 kVA100.00%36.9 kVATotal Est. Demand:162 ARECEPTACLE32.3 kVA65.49%21.1 kVATotal Conn.:170 AMOTOR13.8 kVA119.31%16.4 kVATotal Est. Demand:134.6 kVALIGHTING EXTERIOR5.2 kVA125.00%6.5 kVATotal Conn. Load:141.3 kVAHVAC51.3 kVA100.00%51.3 kVALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:170 A182 A161 ATotal Load:46.7 kVA 50.1 kVA 44.5 kVA41 ---- -- --0.24 kVA 0 kVA -- -- -- --4239 ---- -- -- 1.35 kVA 0 kVA -- -- -- --4037 30 KVA "TSL1" EXTERIOR50 A 3 2 A 0.48 kVA 0 kVA-- 3 30 A SURGE SUPPRESION3835 SPARE20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE3633 SPARE20 A 1 --0 kVA 0 kVA-- 1 20 A SPARE3431 SPARE20 A 1 -- 0 kVA 0 kVA-- 1 20 A SPARE3229 SPARE20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE3027 SPARE20 A 1 --0 kVA 0 kVA-- 1 20 A SPARE2825 SPARE20 A 1 -- 0 kVA 0 kVA-- 1 20 A SPARE2623 EXT. LIGHTING RLY CTRL. BOX 20 A 1 0 A0 kVA 0.1 kVA 0 A 1 20 A Lighting - Exterior2421 SENSE FEED FOR LTG. INVERTER 20 A 1 0 A0 kVA 2.52 kVA9 A 1 20 A Lighting - Exterior2219 SPARE20 A 1 -- 0 kVA 0 kVA-- 1 20 A SPARE2017 BADGING LIGHTING20 A 1 1 A0.258... 0.699... 3 A 1 20 A SECURITY LIGHTING1815 EXTERIOR LIGHTING20 A 1 3 A0.79 kVA 0.232...1 A 1 20 A LOADING DOCK EM. LIGHTING1613 SPARE20 A 1 -- 0 kVA 0 kVA-- 1 20 A SPARE1411 ---- -- --6.16 kVA 0.38 kVA 1 A 1 20 A SECURITY EM LIGHTING129 ---- -- -- 7.1 kVA 0.14 kVA1 A 1 20 A BADGING EM LIGHTING107 LD-UPS90 A 3 26 A 8.64 kVA 0.198...1 A 1 20 A LOADING DOCK LTG.85 ---- -- --33.05... 3.65 kVA -- -- -- --63 ---- -- -- 34.508... 3.65 kVA-- -- -- --41 XFMR LD-LV175 A 3 122 A 33.747... 3.65 kVA13 A 3 40 A TRASH COMPACTOR2CKTLoad NameTrip Poles AMPS ABC AMPS Poles TripLoad NameCKTNotes: PANEL IS A MAIN LUG ONLY PANEL BREAKER IS ON EXTERIOR OF BUILDINGEnclosure:NEMA 1MCB Rating:400 AMounting:SurfaceWires:4Mains Rating:400 ASupply From:ATS-LDPhases:3Mains Type:MLOLocation:LOADING DOCK LD-1Volts:480Y/277VA.I.C. Rating:65KBranch Panel: LD-MDPNotes:Total Est. Demand:286 APOWER24.5 kVA100.00%24.5 kVATotal Conn.:281 AReceptacle11.9 kVA92.12%10.9 kVATotal Est. Demand:103 kVAMotor13.8 kVA119.31%16.4 kVATotal Conn. Load:101.3 kVAHVAC51.3 kVA100.00%51.3 kVALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:282 A288 A275 ATotal Load:33.7 kVA 34.5 kVA 33.1 kVA59 SPACE-- -- --0 kVA 0 kVA -- -- -- SPACE6057 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE5855 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE5653 SPACE-- -- --0 kVA 0 kVA -- -- -- SPACE5451 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE5249 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE5047 SPARE20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE4845 SPARE20 A 1 -- 0 kVA 0 kVA-- 1 20 A SPARE4643 SPARE20 A 1 -- 0 kVA 0 kVA-- 1 20 A SPARE4441 SPARE20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE4239 SECURITY DOOR HARWARE20 A 1 8 A0.9 kVA 0.72 kVA6 A 1 20 A EXTERIOR RECEPTACLES4037 SPARE20 A 1 -- 0 kVA 0 kVA-- 1 20 A SPARE3835 SPARE20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE3633 BAS-WAREHOUSE20 A 1 3 A0.36 kVA 0.18 kVA2 A 1 20 A COOLER EVAPORATOR3431 SPARE20 A 1 -- 0 kVA 1.7 kVA14 A 1 30 A DOCK LEVELER3229 DOCK LEVELER30 A 1 15 A1.8 kVA 0 kVA -- 1 20 A SPARE3027 ---- -- -- 2.28 kVA 0.5 kVA4 A 1 20 A DOCK SUMP PUMP2825 ---- -- -- 2.28 kVA 2.16 kVA-- -- -- --2623 1-LD-AHU325 A 3 19 A2.28 kVA 2.16 kVA -- -- -- --2421 ---- -- -- 3.12 kVA 2.16 kVA18 A 3 30 A 1-LD-CU-22219 ---- -- -- 3.12 kVA 1.69 kVA-- -- -- --2017 COOLER CONDENSOR30 A 3 26 A3.12 kVA 1.69 kVA -- -- -- --1815 SW OVERHEAD DOOR 320 A 1 10 A1.18 kVA 1.69 kVA14 A 3 20 A 1-LD-CU-11613 SPARE20 A 1 -- 0 kVA 1.18 kVA10 A 1 20 A SW OVERHEAD DOOR 21411 LD RECEPTACLES20 A 1 8 A0.9 kVA 1.18 kVA 10 A 1 20 A WEST OVERHEAD DOOR129 RR EXHAUST FANS20 A 1 2 A0.18 kVA 1.18 kVA10 A 1 20 A WEST OVERHEAD DOOR107 RESTROOM SENSORS20 A 1 1 A 0.1 kVA 1.15 kVA10 A 1 20 A HAND DRYER RESTROOM #LD-2 85 ---- -- --8.913... 11.12... -- -- -- --63 ---- -- --9.3 kVA 11.005...-- -- -- --41 PANEL LDLVB150 A 3 78 A 9.972... 10.506...91 A 3 150 A PANEL LDLVS2CKTLoad NameTrip Poles AMPS ABC AMPS Poles TripLoad NameCKTNotes:Enclosure:NEMA 1MCB Rating:400 AMounting:SurfaceWires:4Mains Rating:400 ASupply From:XFMR LD-LVPhases:3Mains Type:MCBLocation:LOADING DOCK LD-1Volts:208Y/120VA.I.C. Rating:10kABranch Panel: LDLV1Notes:Total Est. Demand:78 ATotal Conn.:78 A7.9 kVA100.00%7.9 kVATotal Est. Demand:28.2 kVAPOWER3 kVA100.00%3 kVATotal Conn. Load:28.2 kVARECEPTACLES17.3 kVA100.00%17.3 kVALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:84 A78 A74 ATotal Load:10 kVA9.3 kVA8.9 kVA41 SPACE-- -- --0 kVA 0 kVA -- -- -- SPACE4239 SPACE-- -- --0 kVA 0 kVA-- -- -- SPACE4037 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE3835 SPACE-- -- --0 kVA 0 kVA -- -- -- SPACE3633 SPACE-- -- --0 kVA 0 kVA-- -- -- SPACE3431 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE3229 SPARE20 A 1 --0 kVA 0 kVA -- -- -- SPACE3027 SPARE20 A 1 -- 0 kVA 0 kVA-- -- -- SPACE2825 SPARE20 A 1 -- 0 kVA 0 kVA-- -- -- SPACE2623 SPARE20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE2421 ---- -- --2 kVA 0 kVA-- 1 20 A SPARE2219 ---- -- -- 2 kVA 0 kVA-- 1 20 A SPARE2017 1-LD-EWH-125 A 3 17 A2 kVA 0.2 kVA 2 A 1 20 A BAS- MECH. CONTROL CABINET 1815 ---- -- --5.76 kVA 0 kVA-- 1 20 A SPARE1613 ---- -- -- 5.76 kVA 1.15 kVA10 A 1 20 A HAND DRYER RR #LD-71411 1-LD-AHU-250 A 3 48 A5.76 kVA 0.28 kVA 2 A 1 20 A 1-LD-EF-6129 SPARE20 A 1 -- 0 kVA 0.5 kVA4 A 1 20 A COPY MACHINE RM #LD-5107 EF-2 AND RR LIGHT20 A 1 2 A 0.18 kVA 0.36 kVA3 A 1 20 A RECEPTACLE RM #LD-585 SHREDDER RM #LD-520 A 1 5 A0.6 kVA 0.1 kVA 1 A 1 20 A RESTROOM SENSORS63 RECEPTACLE OFFICE RM LD-620 A 1 5 A0.54 kVA 0.5 kVA4 A 1 20 A FINGER PRINT STATION RM #LD-5 41 RECEPTACLE FRONT DESK RM #LD-5 20 A 1 2 A 0.18 kVA 0.36 kVA3 A 1 20 A RECEPT. RR #LD-7, & HVAC #LD-4 2CKTLoad NameTrip Poles AMPS ABC AMPS Poles TripLoad NameCKTNotes:Enclosure:Type 1MCB Rating:150 AMounting:RecessedWires:4Mains Rating:225 ASupply From:LDLV1Phases:3Mains Type:MCBLocation:BADGING LD-5Volts:208Y/120VA.I.C. Rating:10KBranch Panel: LDLVBNotes:Total Est. Demand:91 ATotal Conn.:91 A9.9 kVA100.00%9.9 kVATotal Est. Demand:32.6 kVAPOWER7.2 kVA100.00%7.2 kVATotal Conn. Load:32.6 kVARECEPTACLES15.5 kVA100.00%15.5 kVAConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:88 A92 A93 ATotal Load:10.5 kVA 11 kVA 11.1 kVA41 SPARE20 A 10 kVA 0 kVA 1 20 A SPARE4239 SPARE20 A 10 kVA 0 kVA1 20 A SPARE4037 SPARE20 A 1 0 kVA 0 kVA1 20 A SPARE3835 SPARE20 A 10 kVA 0 kVA 1 20 A SPARE3633 SPARE20 A 10 kVA 0 kVA1 20 A SPARE3431 SPARE20 A 1 0 kVA 0 kVA1 20 A SPARE3229 SPARE20 A 10 kVA 0 kVA 1 20 A SPARE3027 SPARE20 A 10 kVA 0 kVA1 20 A SPARE2825 RESTROOM SENSORS20 A 1 0.2 kVA 0.2 kVA1 20 A EXHAUST FAN & LIGHT IN REST ROOM #LD-13 2623 POWER20 A 10.5 kVA 5.2 kVA -- -- -2421 1-LD-EF-520 A 10.2 kVA 5.2 kVA-- -- -2219 1-LD-EF-720 A 1 0.3 kVA 5.2 kVA3 45 A 1-LD-AHU-12017 --- --2 kVA 0.8 kVA 1 20 A REFRIGERATOR1815 --- --2 kVA 0.2 kVA1 20 A EF-3 RR RM LD-121613 WATER HEATER - HVAC RM #LD-1125 A 3 2 kVA 0.2 kVA1 20 A RECEPTACLE -BREAK ROOM #LD-211411 DISPOSAL BREAK ROOM #LD-2120 A 11 kVA 1.2 kVA 1 20 A HAND DRYER - SHOWER #LD-12129 DISHWASHER BREAK ROOM #LD-2120 A 11 kVA 1.1 kVA1 20 A CONVENIENCE RECEPTACLES107 RECEPTACLE20 A 1 0.2 kVA 1.2 kVA1 20 A HAND DRYER - RESTROOM #LD-13 85 RECEPTACLE BREAK ROOM #LD-2120 A 10.4 kVA 0.2 kVA 1 20 A BAS- CONTROL CABINET63 RECEPTACLE REST ROOM #LD-12, 1320 A 10.5 kVA 0.9 kVA1 20 A RECEPTACLE - FRONT OFFICES41 RECEPTACLE BREAK ROOM #LD-2120 A 1 0.4 kVA 0.9 kVA1 20 A RECEPTACLE - CHIEF OFFICE #LD-202CKTTrip Poles ABC Poles TripCKTNotes:Enclosure:Type 1MCB Rating:150 AMounting:RecessedWires:4Mains Rating:225 ASupply From:LDLV1Phases:3Mains Type:MCBLocation:SHOWER LD-12Volts:208Y/120VA.I.C. Rating:10kABranch Panel: LDLVSLD-MDP LDLV1LDLVB LDLVSREVISIONS#DATEDESCRIPTIONBYCONFORMED SET324
500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:16:55 PM1-E702PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAPANEL SCHEDULES07-14-2017S12014Notes:Total Est. Demand:46 ATotal Conn.:61 ATotal Est. Demand:16.7 kVAPOWER1.5 kVA100.00%1.5 kVATotal Conn. Load:21.9 kVARECEPTACLES20.4 kVA74.51%15.2 kVAConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:73 A60 A51 ATotal Load:8.6 kVA 7.1 kVA 6.2 kVA410 kVA -- --42390 kVA-- --40370 kVA-- --38350 kVA -- --36330 kVA-- --34310 kVA-- --3229 SPACE-- --0 kVA 0 kVA -- -- SPACE3027 SPACE-- --0 kVA 0 kVA-- -- SPACE2825 SPACE-- -- 0 kVA 0 kVA-- -- SPACE2623 SPACE-- --0 kVA 0 kVA -- -- SPACE2421 SPACE-- --0 kVA 0 kVA-- -- SPACE2219 SPACE-- -- 0 kVA 0 kVA-- -- SPACE2017 SPARE20 A 10 kVA 0 kVA 1 20 A SPARE1815 SPARE20 A 10 kVA 0 kVA1 20 A SPARE1613 SPARE20 A 1 0 kVA 0 kVA1 20 A SPARE1411 SPARE20 A 10 kVA 0 kVA 1 20 A SPARE129 SPARE20 A 10 kVA 0 kVA1 20 A SPARE107 SPARE20 A 1 0 kVA 0 kVA1 20 A SPARE85 --- --2 kVA 4.2 kVA -- -- -63 --- --2 kVA 5.1 kVA-- -- -41 PANEL LDUPSB50 A 3 3.7 kVA 4.9 kVA3 50 A PANEL LDUPSS2CKTTrip Poles ABC Poles TripCKTNotes:Enclosure:NEMA 1MCB Rating:100 AMounting:SurfaceWires:4Mains Rating:225 ASupply From:UPS-LDPhases:3Mains Type:MCBLocation:LOADING DOCK LD-1Volts:208Y/120VA.I.C. Rating:10kABranch Panel: LDUPS1Notes:Total Est. Demand:21 ATotal Conn.:21 ATotal Est. Demand:7.7 kVAPOWER0.7 kVA100.00%0.7 kVATotal Conn. Load:7.7 kVARECEPTACLES7 kVA100.00%7 kVALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:31 A17 A17 ATotal Load:3.7 kVA2 kVA2 kVA41 SPACE-- -- --0 kVA 0 kVA -- -- -- SPACE4239 SPACE-- -- --0 kVA 0 kVA-- -- -- SPACE4037 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE3835 SPACE-- -- --0 kVA 0 kVA -- -- -- SPACE3633 SPACE-- -- --0 kVA 0 kVA-- -- -- SPACE3431 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE3229 SPACE-- -- --0 kVA 0 kVA -- -- -- SPACE3027 SPACE-- -- --0 kVA 0 kVA-- -- -- SPACE2825 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE2623 SPACE-- -- --0 kVA 0 kVA -- -- -- SPACE2421 SPACE-- -- --0 kVA 0 kVA-- -- -- SPACE2219 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE2017 SPARE20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE1815 SPARE20 A 1 -- 0 kVA 0 kVA-- 1 20 A SPARE1613 SPARE20 A 1 -- 0 kVA 0 kVA-- 1 20 A SPARE1411 SPARE20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE129 SPARE20 A 1 -- 0 kVA 0 kVA-- 1 20 A SPARE107 RECEPTACLE OFFICE20 A 1 4 A 0.5 kVA 0.7 kVA6 A 1 20 A FRONT DOOR SECURITY85 RECEPT FRONT DESK20 A 1 8 A1 kVA 1 kVA 8 A 1 20 A RECEPTACLE OFFICE63 RECEPTACLE RM. #LD-520 A 1 8 A1 kVA 1 kVA8 A 1 20 A RECEPTACLE RM. #LD-541 RECEPTACLE RM. #LD-520 A 1 8 A 1 kVA 1.5 kVA13 A 1 20 A RECEPTACLE RM. #LD-52CKTLoad NameTrip Poles AMPS ABC AMPS Poles TripLoad NameCKTNotes:Enclosure:Type 1MCB Rating:50 AMounting:RecessedWires:4Mains Rating:125 ASupply From:LDUPS1Phases:3Mains Type:MSBLocation:BADGING LD-5Volts:208Y/120VA.I.C. Rating:10kABranch Panel: LDUPSBNotes:Total Est. Demand:35 ATotal Conn.:39 ATotal Est. Demand:12.5 kVAPOWER0.8 kVA100.00%0.8 kVATotal Conn. Load:14.2 kVARECEPTACLES13.4 kVA87.31%11.7 kVALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:42 A44 A35 ATotal Load:4.9 kVA5.1 kVA4.2 kVA41 SPACE-- -- --0 kVA 0 kVA -- -- -- SPACE4239 SPACE-- -- --0 kVA 0 kVA-- -- -- SPACE4037 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE3835 SPACE-- -- --0 kVA 0 kVA -- -- -- SPACE3633 SPACE-- -- --0 kVA 0 kVA-- -- -- SPACE3431 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE3229 SPACE-- -- --0 kVA 0 kVA -- -- -- SPACE3027 SPACE-- -- --0 kVA 0 kVA-- -- -- SPACE2825 SPACE-- -- -- 0 kVA 0 kVA-- -- -- SPACE2623 SPARE20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE2421 SPARE20 A 1 --0 kVA 0 kVA-- 1 20 A SPARE2219 SPARE20 A 1 -- 0 kVA 0 kVA-- 1 20 A SPARE2017 SPARE20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE1815 SPARE20 A 1 --0 kVA 1.08 kVA9 A 1 20 A WORK STATION RECEPTACLES 1613 SPARE20 A 1 -- 0 kVA 0.72 kVA6 A 1 20 A MONITOR QUAD RECEPTACLES 1411 COPIER BREAKROOM20 A 1 14 A1.72 kVA 0.72 kVA 6 A 1 20 A MONITOR QUAD RECEPTACLES 129 COMPUTER STATION BREAK RM. 20 A 1 6 A0.72 kVA 0.8 kVA7 A 1 20 A DOOR SECURITY107 COMPUTER STATION BREAK RM. 20 A 1 8 A 1 kVA 0.72 kVA6 A 1 20 A Receptacle 85 Receptacle20 A 1 8 A1 kVA 0.72 kVA 6 A 1 20 A Receptacle63 Receptacle20 A 1 8 A1 kVA 1.5 kVA13 A 1 20 A Receptacle41 Receptacle20 A 1 13 A 1.5 kVA 1 kVA8 A 1 20 A Receptacle2CKTLoad NameTrip Poles AMPS ABC AMPS Poles TripLoad NameCKTNotes:Enclosure:Type 1MCB Rating:150 AMounting:RecessedWires:4Mains Rating:125 ASupply From:LDUPS1Phases:3Mains Type:MCBLocation:Volts:208Y/120VA.I.C. Rating:10Branch Panel: LDUPSSNotes:Total Est. Demand:7 ATotal Conn.:6 ATotal Est. Demand:2.6 kVATotal Conn. Load:2.1 kVALighting - Exterior2.1 kVA125.00%2.6 kVALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:4 A12 A2 ATotal Load:0.5 kVA1.4 kVA0.2 kVA29302728252623 SPACE-- --0 kVA 0 kVA -- -- --2421 SPACE-- --0 kVA 0 kVA-- -- --2219 SPACE-- -- 0 kVA 0 kVA3 30 A SURGE SUPPRESSION2017 SPACE-- --0 kVA 0 kVA -- -- SPACE1815 SPACE-- --0 kVA 0 kVA-- -- SPACE1613 SPACE-- -- 0 kVA 0 kVA-- -- SPACE1411 SPARE20 A 10 kVA 0 kVA 1 20 A SPARE129 SPARE20 A 10 kVA 0 kVA1 20 A SPARE107 SPARE20 A 1 0 kVA 0 kVA1 20 A SPARE85 Lighting - Exterior20 A 10.2 kVA 0 kVA 1 20 A SPARE63 Lighting - Exterior20 A 10.9 kVA 0.5 kVA1 20 A Lighting - Exterior41 Lighting - Exterior20 A 1 0.2 kVA 0.2 kVA1 20 A Lighting - Exterior2CKT Circuit DescriptionTrip PolesABCPoles TripCircuit Description CKTNotes:Enclosure:Type 1MCB Rating:100 AMounting:SurfaceWires:4Mains Rating:100 ASupply From:TSL1Phases:3Mains Type:MCBLocation:Volts:208Y/120VA.I.C. Rating:10kABranch Panel: SL1LDUPS1 LDUPSBLDUPSS SL1REVISIONS#DATEDESCRIPTIONBYCONFORMED SET325
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•••••CONFORMED SET327
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•••••CONFORMED SET332
CONNECT GROUND WIRES TOBUSBAR WITH BURDY "QUIKLUG"TWO HOLE TERMINAL LUGS (TYP).MOUNT AT 2" SPACING.PROVIDEQUANTITY AS REQUIRED TO CONNECTALL GROUND CONNECTIONS CALLEDFOR ON DRAWINGS OR IN SPECS.PROVIDE #4/0 INSULATED COPPERGROUND CONDUCTOR TO GROUNDBAR IN MAIN BLDG ELECTRICALROOM.USE PVC CONDUIT UNLESS REQUIREDOTHERWISE BY APPLICABLE CODES.WHERE METAL CONDUIT IS USEDAS SHOWN.BOND METAL CONDUIT TO BUSBAR(PVC) CONDUIT SHOWN)GROUNDWIREPROVIDE AND INSTALLGROUNDING AND BUSHINGFOR ALL METALLICCONDUIT TEMINATIONS.CONNECT GROUND WIRES TOBUSBAR WITH BURNDY"QUIKLUG" TWO HOLE TERMINALLUGS. (TYP.) MOUNT AT 2"SPACING. PROVIDE QUANTITYAS REQUIRED TO CONNECTALL GROUND CONNECTIONSCALLED FOR ON DRAWINGS FORIN SPECS.2" POLYESTER MOLDEDINSULATOR STANDOFF(GLASTIC #2015-4C).TYPICAL OF TWO.PROVIDE WHITECORE BAKELITENAMEPLATE FASTENED TO WALL/SURFACE BELOW BUSBAR ATEACH FLOOR WITH DESIGNATION"ELECTRICAL SYSTEMS GROUNDBUSBAR" ENGRAVED THEREONIN 1/2" HIGH LETTERS.TERMINATE CONDUIT 6"ABOVE TOP OR 6" BELOWBOTTOM OF BUSBARGROUNDWIREBUILDING STRUCTURALGROUNDS.GRDINCOMINGSERVICENEUTRAL BARCOLD WATER PIPE.GROUNDING ELECTRODECONDUCTOR NEC 250.66MAIN GROUND BUS (MGB)IN ELECTRICAL ROOM.SIZE PERNEC 250.122TYP BRANCH PANELMAIN BONDING JUMPER(250.28(D), 250.66)EQUIPMENT BONDING JUMPER208/120VSERVICEGROUNDING RODREBAR IN SLABUFER GROUND - 20' BARE2/0 ATTACHED TO REBARCONDUIT/RACEWAYS AS CALLED FORON PLANS USE LONG SWEEPINGELBOWS (PVC).6" BED OF PEARROCK ORCRUSHED STONE FOR DRAINAGE.AT ALL PULLBOXES AND POLE BASES,ENDS OF CONDUIT SHALL BE SEALEDWITH ELECTRICAL PUTTY AFTER WIRINGIS COMPLETED.NOTES:1)CONDUITS NOT TERMINATING IN ORAT PULLBOXES NEED NOT RUNTHROUGH PULLBOXES UNLESSRQUIRED FOR PULLING NEC.INSIDE DIMENSIONS TO BE: 10 1/2" x 17 1/4" 13" x 24" 17" x 28"COVER TO BE PROVIDED: CAST IRON TRAFFIC COVER CONCRETE PEDESTRIAN COVERPROVIDE EXTENSIONS AS REQUIRED.PULLBOX TO BE PRECAST; BROOKS,A.C. MILLER, OR HUGHES SUPPLY2)3)4)5)2 1/2"x5" HANDHOLEWITH DOORCONDUIT AS INDICATEDCONDUIT ACCESS HOLES2 AT 180°ENTIRE HOLE SHALL BE BACK FILLEDWITH 3000 PSI CONCRETE MINIMUM 4"ENVELOPE AROUND POLE.AUGARED HOLE5/8"x10'CLASS II CU. LIGHTNING CONDUCTOR UP TOPOLE TOP LUMINAIRE. BOND TO LUMINAIRE ANDEQUIPMENT GROUNDING CONDUCTOR.2 3/8" TENON24"5'-0"25'-0"12"18"4"GROUND RODON PLANS2 1/2"x5" HANDHOLEWITH DOORCONDUIT AS INDICATEDCONDUIT ACCESS HOLES2 AT 180°ENTIRE HOLE SHALL BE BACK FILLEDWITH 3000 PSI CONCRETE MINIMUM 4"ENVELOPE AROUND POLE.AUGARED HOLE5/8"x10'CLASS II CU. LIGHTNING CONDUCTOR UP TOPOLE TOP LUMINAIRE. BOND TO LUMINAIRE ANDEQUIPMENT GROUNDING CONDUCTOR.2 3/8" TENON24"5'-0"25'-0"12"18"4"GROUND RODON PLANSNOTE: DETAIL IS TYPICAL AND MAY NOT BE USED.GREEN GATE MODEL#OSW-P-0451-MV-WBLACKREDREDBLUEGREENGREEN/YELLOWLOAD 1LIGHTSLOAD 2EXHAUSTFAN120VAC OR 277 VAC277 VAC GROUND120 VAC GROUNDLOAD 1 NEUTRALLOAD 2 NEUTRALLOAD 1SWITCHLEGLOAD 2SWITCHLEGBARE WIREGROUND** USE ONE GROUND LEAD ONLY, CAP UNUSED LEAD{** USE THE APPROPRIATEGROUND FOR THE VOLTAGECONNECTED TO BLACK WIRE36'1213815936" MIN.1218" MIN.8106"1616724518111714(TYP.)1-1/2" PVCRISER NOTES:(TYP.)2' MIN.1"3/4"PROVIDE SERVICE RATED 480V, NEMA 3R RATED 60AMP DISCONNECT SWITCH.PROVIDE 30KVA 480V PRIMARY/ 208Y/120V PAD MOUNTED TRANSFORMER.SECONDARY SURGE PROTECTOR "SP-1"PROVIDE NEMA 3R PANEL SP1 SEE E700 SERIES SHEETS FOR ADDITIONALSCHEDULE INFORMATION. PROVIDE BOLT-ON TYPE BRANCH BREAKERS ASINDICATED. HEAVY DUTY LOCK SHALL BE PROVIDED.PROVIDE ASTRONOMICAL TIME CLOCK, AND 12 POLE CONTACTOR IN A NEMA 3RLOCKABLE. STEEL CABINET PAINTED TO MATCH STRUCTURE.PROVIDE 3/4" CONDUIT TO PHOTO CELL.PHOTOCONTROL FOR LANDSCAPE LIGHTING, ADJUSTABLE, 120 VAC, SPST.3" GALVANIZED STEEL PIPE COLUMN, 9' LONG (3 REQ'D.)12" DIA. CONCRETE ENCASEMENT AROUND EACH POST. NEATLY FINISH TOP TOSLOPE AWAY FROM POST.(SIX) 1" RIGID STEEL CONDUITS FOR LANDSCAPE LIGHTING - (FIVE) WITHCONDUCTORS AND ONE SPARE FOR FUTURE USE. SEE LIGHTING PLAN FORROUTING. USE #10 CU FOR UNDER 120', #8 FOR ABOVE 120' FEET.PAINT ABOVE GRADE PORTION CONDUIT (UP TO 6" ABOVE EXISTING GRADE) WITHTWO COATS OF WEATHER RESISTANT PAINT.3/4" X 10' COPPER-CLAD GROUND ROD WITH HEAVY DUTY ONE-PIECECONNECTOR.NO. 6 BARE COPPER SERVICE GROUND WIRE, PER 250.96PROVIDE 4" CONCRETE PAD FOR TRANSFORMER.PROVIDE 4 # 10, THWN IN 1-1/2" STEEL CONDUIT.THREADED STEEL CAP FOR EACH POST.NO 6 BARE COPPER STEEL EQUIPMENT GROUND PER NEC 250.52PROVIDE STAINLESS STEEL UNISTRUT SUPPORT PAINT TO MATCH ADJACENTSTRUCTURE.NOTES:1. EQUIPMENT AND RACK SHALL BE PAINTED TO MATCH SURROUNDING STRUCTURE.2. RACK DETAIL HAS BEEN CREATED FOR PHASE 1 LANDSCAPE LIGHTING ON NORTH SIDE OF PARKING GARAGE. HOWEVER, RACK,UNISTRUT, AND POSTS SHALL BE UNIFORM THROUGHOUT ENTIRE PROJECT.76543218910111213141516171836" MIN.NEW 4" PRIMARYCONDUITS4" CONDUITSPAREIDENTIFICATION TAPEPROVIDE DETECTABLECONCRETE ENCASE (MIN. 3")EXISTING AND NEW CONDUITSCOMPLETE BETWEEN MANHOLEAND TRANSFORMERGRADE OR DRIVEWAY500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmAs indicatedC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:17:04 PM1-E801PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADETAILS07-14-2017S12014N.T.S.1GROUND BUSBARN.T.S.2GROUND DETAILSN.T.S.3UNDERGROUND CONCRETE DUCT BANK DETAIL 12" = 1'-0"4PULLBOX DETAILN.T.S.525 FT MOUNTING HEIGHT POLE DETAIL - TYPE 'SLA'N.T.S.7EXHAUST FAN SWITCHING DETAILN.T.S.6POWER RACK RISER DETAILREVISIONS#DATEDESCRIPTIONBYCONFORMED SET333
LUHLP50H2HLP50H2ULSTYLE BONDING PLATESTYLE HEAVY DUTYBONDING LUGSTYLE BONDING PLATESTYLE BONDING LUGSTYLE FLANGE BONDINGPLATE50H2HLPU LTYPICAL BONDING LUGS & PLATESNTSHLPUL50H2STYLE CROSS RUNCONNECTORSTYLE PARALLELCONNECTORSTYLE BONDING CONNECTOR STYLE PARALLELCONNECTORBI-METAL CONNECTORTYPICAL CABLE CONNECTORSNTSSTYLE AIR TERMINAL BASE WITH CC - "B"NTSSTYLE AIR TERMINAL BASE EXTENSION - "A"CUAT / ALAT - STYLE GENTLYTAPERED AIR TERMINAL160 - STYLE RIDGESADDLE AIR TERMINALBASECCC / ACC - SERIESCABLE FASTENERCOPPER CLASS I OR CLASS IILIGHTNING PROTECTIONCONDUCTORNTSSTYLE GROUND ROD DETAIL "G"NO. 302U, UNIVERSALGROUND ROD CLAMPCOPPER, COPPER CLAD ORSTAINLESS STEEL GROUND RODCOPPER LIGHTNINGPROTECTION OR GROUNDINGCONDUCTORNTSSTYLE THRU-ROOF CONNECTOR - "C"225 - STYLE THRU-ROOFCONNECTORCOPPER CLASS I ORCLASS II LIGHTNINGPROTECTION CONDUCTORCOPPER CLASS I ORCLASS II LIGHTNINGPROTECTIONCONDUCTORNTSCOPPER CLASS I OR CLASS IILIGHTNING PROTECTIONCONDUCTORCCC / ACC - SERIESCABLE FASTENERUBS - STYLE UNIVERSAL SWIVALAIR TERMINAL BASECUAT / ALAT - STYLE GENTLYTAPERED AIR TERMINAL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:17:05 PM1-E802PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIGHTNING PROTECTION DETAILS07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYCONFORMED SET334
NOTES:1. UTILIZE ONLY CLEAR LABELS FOR NORMAL POWER.2. UTILIZE ONLY RED LABELS FOR EMERGENCY POWER.3. JUNCTION BOXES COLORING SHALL BE PROVIDED BASED ON SPECIFICATION SECTION26-05-53.TYPICAL OFFICERECEPTACLECONTROLLED VIA OCC.SENSORPROVIDE LABELSHOWINGOCC. SENSORCONTROLOCC.SENSORWHITE RECEPTACLECIRCUITED TO 120 VOLTPOWER CONTROLLED VIAOCC. SENSOR500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmEJPEJPTTNTTN 12" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt7/14/2017 11:17:06 PM1-E803PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAELECTRICAL NAMEPLATE DETAILS07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYCONFORMED SET335
EXISTING STRUCTURAL FIREPROOFING REPAIR
THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING
FIREPROOFING ON THE EXISTING STRUCTURE AS REQUIRED FOR THE INSTALLATION OF
NEW SUPPORTS FOR PIPING INSTALLED UNDER THIS CONTRACT. THIS CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR THE REPAIR OR RE-APPILACATION OF NEW
FIREPROOFING AFTER ALTERATIONS TO THE EXISTING BUILDING FIREPROOFING ARE
COMPLETED PER PHASE.
MAX MAXIMUM
MEZZ MEZZANINE
MIN MINIMUM
MNTG MOUNTING
MS MOP SINK
NA NOT APPLICABLE
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NSF NATIONAL SANITATION FOUNDATION
NTS NOT TO SCALE
OD OUTSIDE DIAMETER
ORD OVERFLOW ROOF DRAIN
ORW OVERFLOW RAIN WATER
ORWL OVERFLOW RAIN WATER LEADER
PDI PLUMBING DRAINAGE INSTITUTE
PH PHASE
PPP PRECISION PLUMBING PRODUCTS
PSI POUNDS PER SQUARE INCH
RD ROOF DRAIN
REF REFERENCE
RPM REVOLUTIONS PER MINUTE
RR RESTROOM
RW RECLAIMED WATER
RWL RAIN WATER LEADER
SAN SANITARY
SH SHOWER
SK SINK
SPEC SPECIFICATIONS
SQ SQUARE
SS SANITARY SEWER, STAINLESS STEEL
ST STORM
STD STANDARD
T&P TEMPERATURE AND PRESSURE
TDH TOTAL DYNAMIC HEAD
TEMP TEMPERATURE
TET THERMAL EXPANSION TANK
TMV THERMOSTATIC MIXING VALVE
TP TRAP PRIMER
TYP TYPICAL
UL UNDERWRITER'S LABORATORY
UNO UNLESS NOTED OTHERWISE
UR URINAL
V VOLTS
VTR VENT THROUGH ROOF
VIV VALVE IN VERTICAL
VLV VALVE
VOL VOLUME
W WATTS
W/WITH
WB WALL BOX
WC WATER CLOSET
WCO WALL CLEANOUT
WHA WATER HAMMER ARRESTOR
WHY WALL HYDRANT
WSFU WATER SUPPLY FIXTURE UNITS
AS ABOVE SLAB
ADA AMERICANS WITH DISABILITIES ACT
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
ANSI AMERICAN NATIONAL STANDARDS
INSTITUTE
AP ACCESS PANEL
ASTM AMERICAN STANDARDS TESTING
MATERIALS
AWWA AMERICAN WATER WORKS ASSOCIATION
BFP BACKFLOW PREVENTER
BS BELOW SLAB
CD CONDENSATE
CIRC CIRCULATING
CLG CEILING
CO CLEANOUT
CP CIRCULATING PUMP
CONN CONNECTION
CONT CONTINUOUS
CW COLD WATER
DIA DIAMETER
DN DOWN
DFU DRAINAGE FIXTURE UNITS
DWG DRAWING
ECO EXTERIOR CLEANOUT
ELEV ELEVATION
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EXIST EXISTING
°F DEGREES FAHRENHEIT
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FIN FINISH
FLR FLOOR
FPS FEET PER SECOND
FT FEET
GAL GALLON(S)
GFP GALLONS PER FLUSH
GPM GALLONS PER MINUTE
GW GREASE WASTE
HB HOSE BIBB
HD HUB DRAIN
HP HORSEPOWER
HR HOUR
HW HOT WATER
HWR HOT WATER RETURN
HZ HERTZ
IE INVERT ELEVATION
ID INTERNAL DIAMETER
IN INCHES
IPS INTERNATIONAL PIPE STANDARD
KW KILOWATT
L LAVATORY
LF LINEAR FEET
LP LIQUID PROPANE GAS
COLD WATER PIPING
110° HOT WATER PIPING
HOT WATER RETURN PIPING
SANITARY DRAINAGE PIPING (BELOW SLAB)
SANITARY DRAINAGE PIPING (ABOVE SLAB)
VENT PIPING (V)
GREASE WASTE
RECLAIMED WATER
RAIN WATER LEADER
OVERFLOW RAIN WATER LEADER
STORM DRAIN ABOVE GROUND
STORM DRAIN BELOW GROUND
CONDENSATE DRAINAGE
VALVE (SEE SPECS FOR TYPES)
CHECK VALVE
WALL CLEANOUT
FLOOR/EXTERIOR CLEANOUT
PIPING TURNING DOWN
PIPING TURNING UP
PIPING TEE PIPING
ROLL DOWN
P-TRAP
VALVE IN VERTICAL
FLOW ARROW
FIXTURE CALLOUT
HOSE BIBB/WALL HYDRANT
THERMOSTATIC MIXING VALVE
WATER HAMMER ARRESTER & SIZE
THERMOMETER
PRESSURE GAGE
UNION
FLOOR DRAIN
OR
FIX-?
PDI-"?"
PLUMBING ABBREVIATIONS
DESCRIPTIONSYMBOL/ABBREVIATION
PLUMBING LEGEND
HB-?
V
SAN
SAN
CW
HW
HWR
NOT ALL SYMBOLS USED
NOT ALL SYMBOLS USED
PLUMBING GENERAL NOTES
1. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE - PLUMBING.
2. LOCATE ALL VALVES IN ACCESSIBLE AREAS AS DEFINED BY THE 2014 FPC. CONTRACTOR SHALL PROVIDE ACCESS DOORS
WHERE NECESSARY. (12"x12") MIN.
3. PROVIDE THERMOSTATIC MIXING VALVES AT WATER HEATERS AS STATED IN SCHEDULES.
4. CONTRACTOR SHALL COORDINATE ACTUAL LOCATIONS OF MECHANICAL FLOOR DRAINS WITH HVAC FINAL EQUIPMENT
LOCATIONS ON SHOP DRAWINGS.
5. VENT PIPING SHOWN IS ONLY FOR DIAGRAMMATIC PURPOSES. COORDINATE VTRs WITH HVAC AIR INTAKES.
6. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO ENSURE PROPER BID - NO EXCEPTIONS WILL BE MADE.
7. ALL CONDENSATE PIPING CONNECTIONS TO STORM SEWER SHALL BE PROVIDED WITH BACKWATER VALVES.
8. ROUTE T&P VALVE PIPING TO MOP SINKS OR ADJACENT FLOOR DRAINS ONLY.
9. PROPERLY SLEEVE ALL PIPING ROUTED THROUGH WALLS AND FLOOR SLABS, AND PROTECT TO PREVENT CORROSION.
SLEEVES SHALL BE RATED ASSEMBLIES WHERE THE WALL IS A RATED WALL. DIELECTRIC UNIONS SHALL BE USED TO CONNECT
COPPER TO STEEL PIPE AND SHALL HAVE METAL CONNECTIONS ON EACH END THREADED TO MATCH THE ADJACENT PIPING.
SEPARATE METAL COMPONENTS WITH A NYLON INSULATOR TO PREVENT CURRENT FLOW BETWEEN DISSIMILAR METALS.
10. PROVIDE PIPE MARKERS FOR ALL PIPING ABOVE THE CEILING SPACES IN ACCORDANCE WITH SPECIFICATION SECTION 220553,
"IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT".
11. LABEL ALL VALVES ABOVE CEILINGS AND IN CONCEALED SPACES. LABEL AT CEILING TILE WITH VALVE # AND TYPE OF WATER.
(i.e.; BLUE= COLD WATER, LETTERING CW VLV1-001). SEE SPECIFICATIONS FOR TAGGING.
12. PROVIDE WATER HAMMER ARRESTORS IN ALL CW, HW AND RW SUPPLY PIPING AS REQUIRED AND/OR AS SHOWN ON WATER
RISERS. INSTALL IN ACCORDANCE WITH PDI-WH201 STANDARDS. SEE SCHEDULE ON THIS SHEET FOR SIZES. AIR CHAMBERS
ARE NOT ACCEPTABLE SUBSTITUTIONS.
13. PROVIDE THERMAL INSULATION FOR HOT WATER PIPING IN ACCORDANCE WITH THE ENERGY EFFICIENCY CODE FOR BUILDING
CONSTRUCTION AND PER SPECIFICATIONS.
14. PROVIDE ALL LAVATORIES WITH HW FROM THE WATER HEATER THERMOSTATIC MIXING VALVE SET TO 105°F.
15. PROVIDE CLEANOUTS AT THE BASE OF EACH SANITARY STACK IN ACCORDANCE WITH 2014 FLORIDA PLUMBING CODE.
CLEANOUTS SHALL BE SIZED TO MATCH THE PIPING BEING SERVED. CLEANOUTS SHALL BE SPACED AT 75'-0" MAX. ALSO
PROVIDE CLEANOUTS IN HORIZONTAL CHANGE OF DIRECTIONS >45°.
16. THE MANUFACTURERS OF ALL EQUIPMENT SHOWN ARE THE BASIS OF DESIGN. SEE SPECIFICATIONS FOR OTHER ACCEPTABLE
MANUFACTURERS.
17. FIRE CAULK AND SLEEVE ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. REFER TO LIFE SAFETY PLANS FOR RATED
ASSEMBLY LOCATIONS. REFER TO ARCHITECTURAL SHEET FOR DETAILS AND UL ASSEMBLY NUMBERS
18. REFER TO ARCHITECTURAL SHEETS FOR ALL FIXTURE MOUNTING HEIGHTS.
19. COORDINATE UNDERGROUND PIPING INVERT ELEVATIONS WITH STRUCTURAL FOOTING ELEVATIONS AND CIVIL INVERT
CONNECTIONS PRIOR TO ANY UNDERGROUND PIPING INSTALLATIONS. IF FOOTINGS ARE IN CONFLICT AND WHERE A PIPING
ROLL DOWN IS NOT POSSIBLE, COORDINATE WITH STRUCTURAL ENGINEER FOR DROPS IN FOOTINGS IN SPECIFIC LOCATIONS.
20. COORDINATE ALL CEILING PIPING AND ELEVATIONS IN SHOP DRAWINGS WITH HVAC, FIRE PROTECTION AND ELECTRICAL
TRADES TO ENSURE CLEARANCES AND PENETRATIONS, PRIOR TO INSTALLATION.
21. SLOPE ALL SANITARY PIPING 2 1/2" OR LESS AT 1/4" PER FOOT. SLOPE ALL SANITARY PIPING 3" TO 6" AT 1/8" PER FOOT. SLOPE
ALL SANITARY PIPING 8" OR LARGER 1/16" PER FOOT.
22. SIZE VALVES AND FITTINGS THE SAME SIZE AS THE PIPING WHERE THEY ARE LOCATED UNLESS NOTED OTHERWISE.
23. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED
IN THIS CONTRACT OR SPECIFIED HEREIN.
24. PROVIDE TRAP PRIMER CONNECTIONS ON FLOOR DRAINS AS SCHEDULED.
25. CONTRACTOR SHALL ROUGH-IN ALL WASTES AND WATER SUPPLIES FOR FIXTURES AND PERFORM FINAL CONNECTIONS AS
NEEDED.
26. INSTALL PRESSURE REDUCING VALVES ON ANY PORTION OF BUILDING PIPING THAT EXCEEDS 80 PSI.
27. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE
MANUFACTURERS AND MODEL NUMBERS AS CALLED FOR IN THE SPECIFICATIONS AND SCHEDULED ON THE DRAWINGS. IF
MORE THAN ONE MANUFACTURER OF EQUIPMENT IS SPECIFIED, ANY ONE OF THE MANUFACTURERS OF EQUIPMENT MAY BE
USED IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST, AT THE
TIME OF BIDDING, SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE
AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL.
28. THE CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO
CIVIL SERVICE UTILITIES. ALL DROPS IN DEPTH SHALL BE MADE BY THE USE OF 45° FITTINGS.
29. ROUGH IN ALL FLUSH VALVE WATER CLOSETS SO THAT THE FLUSH VALVE HANDLE IS TO THE WIDE SIDE OF THE ROOM, AS PER
FLORIDA PLUMBING CODE.
30. THIS FACILITY SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES FOR BUILDINGS
AND FACILITIES.
31. DISINFECT DOMESTIC WATER PIPING BY EITHER OF TWO WAYS: FILL SYSTEM WITH 50ppm CHLORINE SOLUTION AND STAND FOR
24 HOURS OR 200ppm CHLORINE SOLUTION AND STAND FOR 3 HOURS.
32. THIS CONTRACTOR TO PROVIDE LOW VOLTAGE TRANSFORMER TO THE ELECTRICAL CONTRACTOR TO INSTALL SIZED FOR AL
FOR ELECTRONIC VALVES AND FAUCETS WITHIN THE RESTROOM GROUPS. THE PLUMBING CONTRACTOR SHALL PROVIDE LOW
VOLTAGE WIRING AND J-BOXES AS REQUIRED FOR INSTALLATION OF VALVES AND FAUCETS.
GW
RW
RWL
ORWL
SD
SD
CD
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:28:39 PM1-G-P001PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAPLUMBING LEGEND, GENERAL NOTES, ANDABEREVIATIONS07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
336
UP
REF.UP
UP
UNK
GENERATOR1-BC3-P100
1
1-LD-P100
1
1-LD-P101
1
1-GD-P100
1
1-GD-P100
31-NEE-P100
1
1-BH-P100
1
1-NIE-P100
1
1-SA-P100
1
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/64" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:29:25 PM1-G-P101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE FIRST FLOOR PLAN - PHASE 1 -PLUMBING07-14-2017S12014 1/64" = 1'-0"
COMPOSITE FIRST FLOOR PLAN - PHASE 1 - PLUMBING
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
NEW LOADING
DOCK
BUILDING
EXISTING
LOADING
DOCK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
BLOCK
HOUSE
F.I.S.
SECURITY
EXIT
LOADING
DOCK
ELEVATOR
N
NORTH REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
337
UP
UP
UP
29'-8"29'-1"28'-5"2'
5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"
10'-10"
3'-8"
2'-7"
2'4'-1"4'-8"5'-7"
4'3'-5"
8'-8"8'-1"7'-6"
1'-6"
1'-6"
6"12'-9"5'3'1'-6"6'10'-3"9'-7"
TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1
BINSEMPTYBINSEMPTY
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TDC /C ATTDC /CATTDC/C ATTDC /C ATTDC /C ATTDC /C ATTDC /C ATTDC /C ATAVS AVSFRO NTETDBLSAVSAVSFRO NTETDBLSFRO NTETDBLS AVS FRO NTETDBLSAVSAVSAVSFRO NTETDBLS
2 3'-9"3'LADA GA
T
E
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2ETD ETDETDETDLL43 L 43 L3 L3
2
3'-9"3'L ADA GA
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2 3'-9"3'L ADA GATEWTMDCEIA12 3'-9"3'L ADA GATEWTMDCEIA1
1-SA-P101
1
1-GD-P100
2
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/64" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:29:58 PM1-G-P102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE SECOND FLOOR PLAN - PHASE 1 -PLUMBING07-14-2017S12014 1/64" = 1'-0"
COMPOSITE SECOND FLOOR PLAN - PHASE 1 - PLUMBING
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
338
UP
UP
UP
1-LD-P102
1
1-SA-P102
1
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/64" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:30:24 PM1-G-P103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE ROOF PLAN - PHASE 1 - PLUMBING07-14-2017S12014 1/64" = 1'-0"
COMPOSITE ROOF PLAN - PHASE 1 - PLUMBING
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
NEW LOADING
DOCK
BUILDING OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
339
DRAIN SCHEDULE
TAG TYPE MANUFACTURER MODEL NO.NOTES
FD-1 FLOOR DRAIN (TOILET ROOM)ZURN ZB415BZ-P 1
FD-2 FLOOR DRAIN (MECHANICAL ROOM)ZURN ZB415BZ-P-Y 1
FD-3 FLOOR DRAIN (AREA DRAIN)ZURN ZB415B-P-Y
FD-4 HUBDRAIN ZURN ZB415BZ-P-4
FD-5 IW DRAIN ZURN Z9A-FD2-FN-P-R8-Y 2
FD-6 EMERG. EYEWASH/SHOWER DRAIN ZURN Z415B-P
BWV BACKWATER VALVE ZURN Z-1095
ECO ONE-WAY CLEANOUT JR SMITH 4240 5
TWO WAY ECO TWO-WAY CLEANOUT JR SMITH 4240 5
FCO FLOOR CLEANOUT ZURN ZB1400
WCO WALL CLEANOUT ZURN Z1441
RD-1 ROOF DRAIN ZURN ZC121-DP
ORD-1 OVERFLOW ROOF DRAIN ZURN ZC121-DP-89 3
NOTES:
1. PROVIDE PPP INC, PR-500, 1/2" UNDER LAV TRAP PRIMER.
2. PROVIDE 1/2" TRAP PRIMER
3. PROVIDE AND INSTALL Z199-DC-CP DOWNSPOUT COVER
4. COORDINATE FINISH CAP WITH FINISH FLOOR MATERIAL.
5. CAST IRON, GAS AND WATER TIGHT BRONZE PLUG, ROUND SCORIATED TOP ADJUSTABLE TO FINISHED GRADE
ELECTRIC WATER HEATER SCHEDULE
STORAGE
(GALS)
MANUFACTURER &
MODEL #
NO. OF
ELEMENTS
INLET SIZE
(IN.)
OUTLET
SIZE
(IN.)
ELECTRICAL ROOM
NUMBER NOTES
V PH HZ
52 (2) 3KW 3/4"3/4"60 B2-06 1,2,3,5,7
NOTES:
1. ROUTE T&P VALVE DISCHARGE TO ADJACENT MOP SINK. INSULATE ALL HOT WATER AND LABEL PER SPECIFICATIONS.
2. PROVIDE AND INSTALL THERMAL EXPANSION TANK (TET-1) AND SET STORAGE TEMPERATURE TO 110°F
3. PROVIDE AND INSTALL TMV-1 (SEE SCHEDULE ABOVE) OR EQUAL THERMOSTATIC MIXING VALVE TO ENSURE 105°F MAX WATER TO FIXTURES
4. NON-SIMULTANEOUS OPERATION
5. SIMULTANEOUS OPERATION
6. SINGLE LAVATORY OPERATION
7. PROVIDE WATER HEATER STAND ABOVE SINK FOR MOUNTING. SEE DETAIL ON 1-G-P500.
OUTLET
SIZE PER PLAN
SIZE PER PLAN
SIZE PER PLAN
SIZE PER PLAN
2"
2"
SIZE PER PLAN
SIZE PER PLAN
SIZE PER PLAN
SIZE PER PLAN
SIZE PER PLAN
SIZE PER PLAN
SIZE PER PLAN
2
2
-
2
4
-
NOT ALL DRAINS LISTED ARE USED IN EACH PHASE
NOT ALL WATER HEATERS LISTED ARE USED IN EACH PHASE
PHASE
INSTALLED
1
MIXING VALVE SCHEDULE
VALVE # MANUFACTURER MODEL # MIN. GPM MAX GPM NOTES
TMV-1 BRADLEY TMV-25 2 25 1,2,3,4
NOTES:
1. SET OUTLET TEMPERATURE TO 105°.
2. MAXIMUM ALLOWABLE PRESSURE DROP (ACROSS VALVE) OF 15 PSI.
3. TMV SHALL BE ASSE 1017, UPC & CSA CERTIFIED.
4. PROVIDE DIAL THERMOMETER ON ALL TMV'S.
208 3
TAG
1-LD-EWH-1
1-LD-EWH-2
1-SA-EWH-1
DOWNSPOUT OVERFLOW ROOF DRAIN DOWNSPOUT ZURN Z199-DC-CP 3SIZE PER PLAN
30 RHEEM
ELDS30 (2) 3KW 3/4"3/4"60 B1-01 1,2,3,4,71
30 (2) 3KW 3/4"3/4"60 B1-01 1,2,3,4,71
INSTANT EEMAX SP2412 (1) 2.4KW 1/2"1/2"60 BC-03 6112011-BC3-EWH-1
INSTANT EEMAX SP2412 (1) 2.4KW 1/2"1/2"60 BC-04 6112011-BC3-EWH-2
ELECTRIC TRAP PRIMER SCHEDULE
UNIT NO. LOCATION SERVICE NUMBER OF
OUTLETS OPER. PRES. PSIG
ELECTRICAL
BASIS OF DESIGN NOTES
VOLTS PHASE HZ
TPDU-01 -FLOOR
DRAINS 10 20 120V 1 60 PPP, INC PRIMETIME 1,2,3,4
NOTES:
1. PROVIDE MANUAL OVERRIDE SWITCH
2. PROVIDE 24V SOLENOID VALVE
3. PROVIDE ATMOSPHERIC VACUUM BREAKER
4. PROVIDE 1/2" TRAP PRIMER LINES TO FD'S
WATER HAMMER ARRESTORS
ARRESTOR SIZE WATER SUPPLY FIXTURE UNITS PDI STD WH 201
1/2"1-11 PDI-A
3/4"12-32 PDI-B
1"33-60 PDI-C
1-1/4"61-133 PDI-D
1-1/2"114-154 PDI-E
2"155-330 PDI-F
NOTE:
ALL ARRESTORS SHALL BE INSTALLED PER PDI (PLUMBING AND DRAINAGE INSTITUTE)
STANDARD PDI-WH201 (2006) FOR SIZING AND PLACEMENT.
PLUMBING FIXTURE SCHEDULE
MARK DESCRIPTION WASTE VENT CW HW REMARKS
WC-1 WATER CLOSET 3" 2" 1" ---
WALL MOUNTED
MODEL: MANSFIELD 1301
(1.6 GALLONS PER FLUSHING CYCLE) WATER CLOSET TO BE VITREOUS CHINA BOWL, SIPHON JET, WALL HUNG WITH FIXTURE
CARRIER SECURED TO FLOOR, WALL OUTLET WITH BOLT CAPS, ELONGATED BOWL, TOP SPUD, SIPHON ACTION. AUTOMATIC
FLUSH VALVE, SLOAN ROYAL OPTIMA MODEL NO. 111ESS (120 VAC/24 VDC, 50 VA) W/WALL BRACKET FOR BRACING TO WALL.
BEMIS SEAT #1955C SOLID WHITE PLASTIC SEAT, OPEN FRONT LESS COVER WITH SELF-SUSTAINING CHECK HINGE.
WC-2
WATER CLOSET ADA
ACCESSIBLE 17" AFF TO
LIP
3" 2" 1" ---
WALL MOUNTED @ 17" AFF
MODEL: MANSFIELD 1301
(1.6 GALLONS PER FLUSHING CYCLE) WATER CLOSET TO BE VITREOUS CHINA BOWL, SIPHON JET, WALL HUNG WITH FIXTURE
CARRIER SECURED TO FLOOR, WALL OUTLET WITH BOLT CAPS, ELONGATED BOWL, TOP SPUD, SIPHON ACTION. AUTOMATIC
FLUSH VALVE, SLOAN ROYAL OPTIMA MODEL NO. 111ES-S (12- VAC/24 VDC, 50 VA) W/WALL BRACKET FOR BRACING TO WALL.
BEMIS SEAT #1955C SOLID WHITE PLASTIC SEAT, OPEN FRONT LESS COVER WITH SELF-SUSTAINING CHECK HINGE.
UR-1 URINAL
24" AFF TO LIP 2" 2" 3/4" ---
WALL MOUNTED
MODEL: MANSFIELD 475HE
VITREOUS CHINA, SIPHON JET, WALL HUNG WITH FIXTURE CARRIER SECURED TO FLOOR, EXTENDED SIDES, FLUSHING RIM AND
3/4" TOP INLET SPUD. AUTOMATIC FLUSH VALVE, MODEL NO. SLOAN ROYAL OPTIMA, 186-1.0 ESS WITH MODEL NO. SLOAN EL-154
TRANSFORMER (120 VAC/24 VAC, 50 VA) (1 GALLON PER FLUSHING CYCLE)
UR-2
URINAL
ADA ACCESSIBLE
17" AFF TO LIP
2" 2" 3/4" ---
WALL MOUNTED @ 17" AFF
MODEL: MANSFIELD 475HE
VITREOUS CHINA, SIPHON JET, WALL HUNG WITH FIXTURE CARRIER SECURED TO FLOOR, EXTENDED SIDES, FLUSHING RIM AND
3/4" TOP INLET SPUD. AUTOMATIC FLUSH VALVE SLOAN ROYAL OPTIMA #186-1.0 ESS WITH SLOAN TRANSFORMER EL-154
(12 VAC/24 VDC, 50 VA) (1 GALLON PER FLUSHING CYCLE)
IMB ICE MAKER WALL BOX --- --- 1/2" ---
RECESSED IN WALL, BOTTOM OF BOX +18"
MODEL: OATEY ICE MAKER SUPPLY BOX #38608
HIGH IMPACT PLASTIC BOX WITH DIMENSION OF 6" HIGH X 6" WIDE. PROVIDE 1/4 TURN BALL VALVES AND WATER HAMMER
ARRESTORS.
WB-1 CONDENSATE WALL BOX 2" 1 1/2" --- ---
BOTTOM OF BOX +42"
MODEL: OATEY NO. 38751
HIGH IMPACT PLASTIC BOX WITH DIMENSION OF 7 1/2" HIGH AND 9" WIDE, PLUG VALVES OPENINGS, 2" DRAIN OUTLET
CONNECTION FOR AC UNIT. CONDENSATE PIPING SHALL BE SECURED TO BOX WITH LOCK NUT AND SLIP NUT.
HB-1 HOSE BIBB
TOILET ROOM --- --- 3/4" ---
WALL MOUNTED @ 18" AFF
MODEL: ZURN #Z1341
LOOSE KEY OPERATION, REMOVE KEY AND TURN OVER TO OWNER, ANTI-SIPHON, 3/4" INLET, CHROME FINISH. PROVIDE SHUT
OFF VALVE TO EACH ABOVE CEILING.
HB-2 HOSE BIBB
MECHANICAL ROOM --- --- 3/4" ---
WALL MOUNTED @ 18" AFF
MODEL: ZURN #Z1341
WHEEL HANDLE OPERATION IN MECHANICAL ROOMS, ANTI-SIPHON, 3/4" INLET, CHROME FINISH. PROVIDE SHUT OFF VALVE TO
EACH ABOVE CEILING.
HB-3 WALL HYDRANT
EXTERIOR OF BLDG.--- --- 3/4" ---
WALL MOUNTED @ 18" AFF
MODEL: ZURN #Z1305
LOOSE KEY OPERATION, ANTI-SIPHON,ENCASED, NONFREEZE, 3/4" INLET, CHROME FINISH.
TET-1 THERMAL EXPANSION
TANK
MODEL: AMTROL ST-12
EQUIPMENT LOCATED AT ELECTRIC WATER HEATERS
EXPANSION TANK WITH OUTER STEEL SHELL, PRECHARGED AIR CHAMBER, RIGID POLYPROPYLENE LINER, HEAVY DUTY
DIAPHRAGM, COPPER SYSTEM CONNECTION. INSTALL IN SUPPLY LINE BETWEEN CHECK VALVE AND HEATER AS PER
MANUFACTURERS RECOMMENDATIONS. TANK SHALL HAVE 4.4 GALLONS TOTAL VOLUME AND 150 PSI WORKING PRESSURE.
BRACE TANK TO WALL WITH UNISTRUT. PROVIDE SHUT OFF VALVE TO EACH ABOVE CEILING.
WC-3 WATER CLOSET 3" 2" 1" ---
FLOOR MOUNTED
MODEL: MANSFIELD 1311NS
(1.6 GALLONS PER FLUSHING CYCLE) WATER CLOSET TO BE VITREOUS CHINA BOWL, SIPHON JET, SECURED TO FLOOR, FLOOR
OUTLET WITH BOLT CAPS, ELONGATED BOWL, TOP SPUD, SIPHON ACTION. AUTOMATIC FLUSH VALVE, SLOAN ROYAL OPTIMA
MODEL NO. 111ESS (120 VAC/24 VDC, 50 VA) W/WALL BRACKET FOR BRACING TO WALL. BEMIS SEAT #1955C SOLID WHITE
PLASTIC SEAT, OPEN FRONT LESS COVER WITH SELF-SUSTAINING CHECK HINGE.
WC-4
WATER CLOSET ADA
ACCESSIBLE 17" AFF TO
LIP
3" 2" 1" ---
FLOOR MOUNTED @ 17" AFF
MODEL: MANSFIELD 1319
(1.6 GALLONS PER FLUSHING CYCLE) WATER CLOSET TO BE VITREOUS CHINA BOWL, SIPHON JET, SECURED TO FLOOR, FLOOR
OUTLET WITH BOLT CAPS, ELONGATED BOWL, TOP SPUD, SIPHON ACTION. AUTOMATIC FLUSH VALVE, SLOAN ROYAL OPTIMA
MODEL NO. 111ES-S (12- VAC/24 VDC, 50 VA) W/WALL BRACKET FOR BRACING TO WALL. BEMIS SEAT #1955C SOLID WHITE
PLASTIC SEAT, OPEN FRONT LESS COVER WITH SELF-SUSTAINING CHECK HINGE.
L-1 COUNTER MOUNTED
LAVATORY 1 1/2" 1 1/2" 1/2" 1/2"
SELF RIMMING COUNTER MOUNTED
MODEL: MANSFIELD 237-4 OVAL
20"x17" VITREOUS CHINA, CHICAGO FAUCET 116.101.AB.1 W/ 4" DECKPLATE SENSOR FAUCET, VANDAL RESISTANT .5 GPM
LAMINAR FLOW, WITH TRANSFORMER (120 VAC TO 24 VDC) WITH GRID DRAIN. PROVIDE CHROME PLATED BRASS ANGLE VALVES,
SUPPLIES W/ LOOSE KEY STOPS AND 1-1/4"x1-1/2" P-TRAP.
L-2
LAVATORY
ADA ACCESSIBLE
34" AFF TO RIM
1 1/2" 1 1/2" 1/2" 1/2"
WALL MOUNTED @ 34" AFF
MODEL: MANSFIELD 2018HBNS-4
19"x17" CAST IRON WITH CONCEALED ARM SYSTEM CARRIER SECURED TO FLOOR. CHICAGO FAUCET 116.101.AB.1 W/ 4"
DECKPLATE SENSOR FAUCET, VANDAL RESISTANT .5 GPM LAMINAR FLOW, WITH TRANSFORMER (120 VAC TO 24 VDC) WITH GRID
DRAIN. PROVIDE CHROME PLATED BRASS ANGLE VALVES, SUPPLIES W/ LOOSE KEY STOPS AND 1-1/4"x1-1/2" P-TRAP. INSULATE
SUPPLIES & WASTE WITH SEAMLESS PRE-WRAPPED ADJUSTABLE CAST BRASS P-TRAP KIT SIMILAR TO MCGUIRE PROWRAP
MODEL NO. 2125.
SH-1 SHOWER VALVE ONLY 2" 1 1/2" 1/2" 1/2"
MODEL: CHICAGO FAUCET SH-PB1-00-021
SHOWER SYSTEM INCLUDES CONCEALED ANTISCALD BALANCE PRESSURE VALVE, CHROME PLATED WALL PLATE, LEVER
HANDLE, BRASS BODY, VANDAL RESISTANT STANDARD, CHROME PLATED BRASS SUPPLY ELL WITH WALL WITH WALL FLANGE,
CHROME PLATED BRASS SLIDE BAR WITH MOUNTING SCREWS, WALTER CONSERVING PRESSURE COMPENSATING AUTOFLOW
DEVICE REDUCES FLOW TO 2.5 GPM/9.46 LPM MAXIMUM.
MS-1 MOP SERVICE BASIN 2" 1 1/2" 1/2" 1/2"
FLOOR MOUNTED
MODEL: MUSTEE 63M
SERVICE FAUCET CHICAGO FAUCET 897-RCF, CHROME PLATED WITH VACUUM BREAKER, INTEGRAL STOPS, ADJUSTABLE WALL
BRACE, 3/4" HOSE THREAD ON SPOUT, PROVIDE HOSE AND HOSE HOLDER, MOP HANGER, WALL GUARDS 2-SIDES.
SK-1 STAINLESS STEEL SINK
ADA ACCESSIBLE 1 1/2" 1 1/2" 1/2" 1/2"
SELF-RIMMING, SINGLE COMPARTMENT
MODEL: ELKAY #LRADQ2521
18 GA. STAINLESS STEEL, SOUND DEADENED, LEDGE TYPE WITH CRUMB CUP STRAINER & TAILPIECE. CHROME PLATED BRASS
ANGLED STOP VALVES AND SUPPLIES. PROVIDE CHICAGO FAUCET 1100-LES317XKAB WITH 8" GOOSENECK, VANDAL PROOF 1.5
GPM AERATOR (COLD AND HOT WATER). PROVIDE IN-SINK-ERATOR BADGER, 1/2 HP FOOD WASTE DISPOSER.
1 1/2" 1 1/2" 1/2" 1/2"
L-6 COUNTER MOUNTED
LAVATORY 1 1/2" 1 1/2" 1/2" 1/2"
SELF RIMMING COUNTER MOUNTED
MODEL: MANSFIELD 237-4 OVAL
20"x17" VITREOUS CHINA, CHICAGO FAUCET 802-VE66VP317ABCP W/ 4" DECKPLATE MANUAL FAUCET, VANDAL RESISTANT .5
GPM LAMINAR FLOW, WITH WRIST BLADES AND GRID DRAIN. PROVIDE CHROME PLATED BRASS ANGLE VALVES, SUPPLIES W/
LOOSE KEY STOPS AND 1-1/4"x1-1/2" P-TRAP.
EWC-1
ELECTRIC WATER
COOLER
BI-LEVEL BARRIER-FREE
1 1/2" 1 1/2" 1/2" ---
WALL MOUNTED @ 30" AFF LOW, 39 1/2" AFF HIGH
MODEL: OASIS PG8EBFSL ADA COMPLIANT WITH BOTTLE FILLER
DUAL-HEIGHT ACCESSIBLE DRINKING FOUNTAIN WITH STAINLESS STEEL TOP, HEAVY-GAUGE STEEL BODY WITH BAKED ENAMEL
OR VINYL CLAD FINISH, ELEVATED ANTI-SQUIRT BUBBLER WITH STREAM GUARD, AUTOMATIC STREAM REGULATOR, HANDS
FRRE BOTTLE FILLER, AND MOUNTING BRACKET. VOLTAGE: 120/1PH, 4.4 AMPS.
L-5
3 - FAUCET LAVATORY
W/ INTEGRAL WATER,
SOAP, AND AIR
1 1/2" 1 1/2" 1/2" 1/2"L-4
2 - FAUCET LAVATORY
W/ INTEGRAL WATER,
SOAP, AND AIR
1 1/2" 1 1/2" 1/2" 1/2"
REFER TO SPECIFICATION SECTION 22 40 00 SECTION 2.06 FOR ADDITIONAL INFORMATION. COORDINATE WITH ELECTRICAL
DRAWING FOR POWER REQUIREMENTS.L-3
1 - FAUCET LAVATORY
W/ INTEGRAL WATER,
SOAP, AND AIR
NOT ALL FIXTURES LISTED ARE USED IN EACH PHASE
RHEEM
ELDS30
RHEEM
ELD52
208 3
208 3
L-7
LAVATORY
ADA ACCESSIBLE
34" AFF TO RIM
1 1/2" 1 1/2" 1/2" 1/2"
WALL MOUNTED @ 34" AFF
MODEL: MANSFIELD 2018HBNS-4
19"x17" CAST IRON WITH CONCEALED ARM SYSTEM CARRIER SECURED TO FLOOR. CHICAGO FAUCET 802-VE66VP317ABCP W/ 4"
DECKPLATE MANUAL FAUCET, VANDAL RESISTANT .5 GPM LAMINAR FLOW, WITH WRIST BLADES AND GRID DRAIN PROVIDE
CHROME PLATED BRASS ANGLE VALVES, SUPPLIES W/ LOOSE KEY STOPS AND 1-1/4"x1-1/2" P-TRAP. INSULATE SUPPLIES &
WASTE WITH SEAMLESS PRE-WRAPPED ADJUSTABLE CAST BRASS P-TRAP KIT SIMILAR TO MCGUIRE PROWRAP MODEL NO. 2125.
REFER TO SPECIFICATION SECTION 22 40 00 SECTION 2.06 FOR ADDITIONAL INFORMATION. COORDINATE WITH ELECTRICAL
DRAWING FOR POWER REQUIREMENTS.
REFER TO SPECIFICATION SECTION 22 40 00 SECTION 2.06 FOR ADDITIONAL INFORMATION. COORDINATE WITH ELECTRICAL
DRAWING FOR POWER REQUIREMENTS.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/25/2017 2:13:06 PM1-G-P300PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAPLUMBING SCHEDULE - 107-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
CONFORMED SET
340
SCALE:SCALE:SCALE:36" PER ADA42"HANDICAP ELECTRIC WATER COOLER (EWC-1) DETAIL
SCALE: NTS
FINISH
WALLWALL HANGER
BRACKET
ACTIVATION
PUSH BAR
1-1/4" "P" TRAP
3/8" SHUT-OFF
VALVE
CABINET
WALL
ESCUTCHEON
ELECTRICAL
RECEPTACLE BY
OTHERS
1-1/4" WASTE
FINISH FLOOR
3/8" COLD WATER
SUPPLY TO UNIT
1-1/4" WASTE OUTLET
1-1/4" VENT UP
SIDE
ELEVATION
FRONT
ELEVATION
AUTOMATIC TRAP PRIMER
DISTRIBUTION UNIT DETAIL
SCALE: NTS
MOP SINK DETAIL
NTS
ELECTRONIC TRAP PRIMER DETAIL
NTS
UNDER LAV TRAP PRIMER DETAIL
SCALE: NTS
EXTERIOR CLEANOUT DETAIL
NTS
TYPICAL FLOOR DRAIN "B" DETAIL
NTS
WALL MOUNTED WATER HEATER DETAIL
SCALE: NTS
1/2" TRAP PRIMER LINE
FLOOR SLAB
FLOOR DRAIN
TRAP PRIMER VALVE
DOMESTIC WATER LINE
1/2" TRAP PRIMER SUPPLY
SLEEVE
THRU SLAB
DISTRIBUTION UNIT FOR
MULTIPLE LINES
SPOUT BRACE
SERVICE FAUCET WITH
SPOUT WITH HOSE
END & PAIL HOOK
3" DIA. P-TRAP
36"
VACUUM BREAKER
DRAIN
ROUGH CHROME PLATED
H C
VARIES
30'' HOSE
HOSE BRACKET
12"X12"X4"NEMA 1 ENCLOSURE WITH
COVER PLATE (SURFACE MOUNTED)
3/4" FNPT WATER
SOURCE VALVE
COORDINATE MOUNTING
HEIGHT WITH LONGEST
PIPING SEGMENT
ROUTE 1/2" TYPE K COPPER PRIMER
LINES TO FLOOR DRAINS
BASIS OF DESIGN: PRECISION PLUMBING PRODUCTS, INC.
PRIME-TIME ELECTRONIC TRAP PRIMING ASSEMBLY SURFACE MOUNT MODEL
PTS-10. UNIT SHALL HAVE ATMOSPHERIC VACUUM BREAKER, PRE-SET 24 HOUR TIMER CLOCK,
MANUAL OVERRIDE SWITCH/TEST BUTTON, 120 VOLT/220 V SOLENOID VALVE, 120V/220V 3/WIRE
CONNECTION AND SHALL BE UL LISTED PER UL # 73.
WATER OUTLET REFER TO
SCHEDULE FOR QUANTITY
FINISH FLOOR
(TP-1)
LAVATORY OR SINK
ANGLE STOPS
COUNTER TOP
BASIS OF DESIGN: ZURN
#Z-1022
TRAP PRIMER
TEMPERED HW
TO FIXTURE
CAST IRON CLEANOUT COLLAR
W/HEAVY DUTY COVER & C.I. TO
P.V.C. ADAPTER
PAVEMENT
P.V.C. LONG
SWEEP ELBOW
SECTIONSECTIONSECTION
P.V.C.
TWO-WAY
C.O. FTG.
P.V.C. COMB. Y. & 1/8
BEND
ONE WAY TWO WAY END OF LINE
CLEAN-OUT COVER IN VEHICULAR
TRAFFIC AREAS SHALL BE DUCTILE
IRON
18" SQ x 4" DEEP CONC.
PAD
GRADECONDENSATE DRAIN
LIFT OUT STYLE
STRAINER
FINISHED
FLOOR
"NEO-LOC" OUTLET OR
"NO-HUB" OUTLET AS
REQUIRED
SIDE VIEW
TOP VIEW
2" AIR GAP
APPROX. 2"
PRIMER CONNECTION
(WHEN SPECIFIED)
BASIS OF DESIGN: ZURN ZB415-7"I
BALL VALVE (TYP.)
HEAT TRAP (TYP.)
THERMAL EXPANSION
TANK-AMTROL ST-5
1'' SAFETY PAN DRAIN LINE
TERMINATE OVER MOP SINK
3/4'' RELIEF DRAIN LINE TERMINATE
OVER MOP SINK OR TO FLOOR DRAIN
1" COLD WATER
NOTE:
1" HOT WATER (110°F) TO FIXTURES
THERMOMETER
EWH
CHECK VALVE (TYP)
T & P RELIEF VALVE, TERMINATE
IN MOP SINK
1. CONTRACTORS OPTION: IF HEATER MANUFACTURER HAS AN HEATER WALL SUPPORT, IT MAY BE OMITTED
FOR REVIEW BY A/E.
2. HEIGHT OF STAND SHALL BE SET SO HEATERS UPPER ELEMENT IS +72" AFF.
3. PAINT ALL EXPOSED STEEL
HOT WATER RETURN (110°F)
2" DIAL THERMOMETER (TYP)
WIRE CIRCULATING PUMP TO
ELECTONIC TIME SWITCH (UNDER
ELECTRICAL DIVISION)ELECTRONIC TIME SWITCH WITH 7
DAYS OPERATION MODE- LIKE
PARAGON EC 7000-120
WALL
1 1/4" x 1 1/4" x 1/8" STEEL ANGLES
1/4" MACHINE BOLTS (TYP.)
1 1/4" x 1 1/4" x 1/8" STEEL ANGLES
WELDED AT CORNERS CONTINUOUSLY
TO FORM BASE
3/4" THICK MARINE PLYWOOD
FASTENED TO STEEL FRAME WITH 1/8"
MACHINE BOLTS (3 PER SIDE) SIZED TO
FIT WATER HEATER
SECURE TO WALL
WITH EXPANSION
ANCHORS.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:30:35 PM1-G-P500PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAPLUMBING DETAILS - 107-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
341
SCALE:
SCALE:
ROOF DRAIN PIPING, SEE FLOOR
PLANS FOR SIZE AND LOCATIONS
STORAGE ROOM WALL
FINISHED FLOOR 18"-24"MAX
ZURN #Z-199-DC
DOWNSPOUT NOZZLE
SEE DETAIL THIS SHEET
ROOF DRAIN DOWNSPOUT NOZZLE
NTS
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:SCALE:
SCALE:
NOTES:
SUMP SHALL HAVE A MANHOLE COVER PER ELEVATOR CODE BY G.C.
MARK 1-NE-SP-1 - ZOELLER OIL GUARD SYSTEM 940-0012, ALARM PANEL, OIL SMART PUMP
SWITCH, N152 DISCHARGE PUMP: 4/10 HP, 1PH/115 v/60HZ, 8.5 AMPS, WITH 6 FT OIL
RESISTANT CORD, 15 FT HD AT 53 GPM.
MARK 1-OE-SP-1 - ZOELLER OIL GUARD SYSTEM 940-0014, ALARM PANEL, OIL SMART PUMP
SWITCH, N161 DISCHARGE PUMP: 1/2 HP, 1PH/115 v/60HZ, 15.0 AMPS, WITH 6 FT OIL
RESISTANT CORD, 30 FT HD AT 62 GPM.
SCALE: NTS
ELEVATOR SUMP PUMP DETAIL
BALL VALVE
CHECK VALVE
FIRST FLOOR
ELECTRICAL PLUG
TO OUTLET
1-1/2" DISCHARGE UP ELEVATOR SHAFT
TO ELEVATOR EQUIPMENT ROOM.
ELEVATOR SHAFT
1-1/2" DISCHARGE ROUTED TO AIR GAP
DISCHARGE LOCATION PER PLANS. ROUTE PIPING
AS REQUIRED PER PLANS
POWER AND SENSOR
WIRING
PUMP INTERRUPT/ALARM
PANEL: 1PH/60HZ/115 VOLT 1'-4"PRIMARY AND SECONDARY ROOF DRAIN DETAIL
NTS
ALL-THREAD HANGAR ROD ATTACH TO
STRUCTURE PER MSS-69
"SUPERSTRUT" PIPE CLAMP OR EQUAL
HOT WATER
COLD WATER
VINYL RUB STRIP ALL AROUND
COPPER PIPING AT EACH PIPE CLAMP
18 GAUGE GALVANIZED
INSULATION SHIELD
"SUPERSTRUT" A-11200,
LENGTH TO SUIT.
PROVIDE EACH HANGER ROD WITH
(2) HEX HEAD NUTS &
(1) LOCK WASHER
TYPICAL TRAPEZE PIPE HANGER DETAIL
NTS
NOTES:
SEE STANDARD PLUMBING CODE SECTION 10 FOR HANGER ROD SIZE AND SPACING. 3/8" ROD UP TO 2" PIPE,
1/2" ROD FOR 2-1/2" & 3" PIPE, 5/8" ROD FOR 4" & 5" PIPE, AND 3/4" ROD FOR 6" PIPE.
HOT WATER PIPING SHALL HAVE ELECTRIC HEAT TRACED. HOT-WATER TEMPERATURE MAINTENANCE
SYSTEM INSTALL BY DIVISION 22 AND COORDINATED WITH OTHER TRADES. SEE SPECIFICATIONS SECTION
220533 AND TYPICAL HEAT TRACE DETAIL.
1.
2.
3-1/2" DIA. COLLARS ACCOMMODATE PIPES 1/2" TO 2-1/2" NOM.
6-1/2" DIA. COLLARS ACCOMMODATE PIPES 3" TO 5" NOM.
12" DIA. COLLARS ACCOMMODATE PIPES 6" TO 10" NOM.
BASIS OF DESIGN: "PATE COMPANY" OR "CUSTOM CURB INC." EQUAL
TOP VIEW
SIDE VIEW CURB STYLE
6-1/2"
3-1/2" 3-1/2"
(15"x15" O.D.)
COVER
SUPPLY UP TO HOSE BIBB
ON ROOF FOR MAINT. OF
A/C EQUIPMENT & SKY LIGHT
CLAMP
CURB 2-1/2"
10-1/2"
BOOT
TYPICAL ROOF PIPE CURB DETAIL
NTS
NOTE:
ABOVE DATA ASSUMES PIPES ARE UNINSULATED. PIPE CURB ASSEMBLY SHALL CONSIST OF HEAVY
GAUGE GALVANIZED STEEL ROOF CURB, UNITIZED CONSTRUCTION, WITH INTEGRAL BASE PLATE, 3#
DENSITY INSULATION AND PRESSURE TREATED 2 x 2 NAILER. UNIT SHALL BE FURNISHED WITH
ACRYLIC CLAD THERMOPLASTIC COVER, FASTENING SCREWS, GRADUATED STEP BOOTS WITH
STAINLESS STEEL CLAMPS.
TYPICAL HORIZONTAL RAIN LEADER DETAIL
NTS
HANGER ROD
LOCKING NUT
SUPPORT NUT
HEAVY DUTY CLEVIS
HANGER
FIBERGLASS WRAPPED WITH
REINFORCED FOIL WITH VAPOR
BARRIER SEE SPECIFICATIONS
220719
RAIN LEADER AS
SPECIFIED
6 1/2" SQ.
WATER
WALL THICKNESS
WALL THICKNESS
3/8"
3/4" FEMALE
1" MALE I.P.S.
FRONT OF HOUSE
WALL HYDRANT WITH ACCESS BOX
NTS
TYPICAL RESTROOM WALL HYDRANT
NTS
3/4" FLANGED FEMALE INLET
HOSE BIBB AND 3/4" HOSE
THREAD ON OUTLET, ROUGH
CHROMIUM PLATED.
1/4" TURN HANDLE
3/4" CHROMIUM PLATED
VACUUM BREAKER
FINISHED SURFACE DIRECTLY
BELOW HOSE BIBB
FINISHED WALL
MECHANICAL ROOM HOSE BIBB DETAIL
NTS
NOTE:
FREE STANDING HOSE BIBBS REQUIRE A 4"X4"X2'-6" CONCRETE POST
POURED IN PLACE TO RECEIVE 3/4" CW RISER. SECURE IN PLACE WITH
SST CLAMPS.73_4" 3" 41_4" 31_2" WALL BY OTHERS
3/8 [10] FLAT HEAD
SECURING SCREWS
4 REQ'D. (BY OTHERS)
THIS SIDE OF
STRAINER IS SOLID
3" & 4"
(PIPE SIZES ONLY)
BASIS OF DESIGN: ZURN Z-199-DC
DOWNSPOUT DETAIL
NTS
3_
4 FEMALE HOSE
CONNECTION
3_
4 FEMALE
1 MALE I.P.S.
HB-3
HB-2 HB-1
ORD
OVERFLOW ROOF
DRAIN WITH
2" HIGH WEIR
(SECONDARY
SYSTEM)
RD
(PRIMARY SYSTEM)
GRAVEL STOP
AND FLASHING
RING
ROOF ASSEMBLY,
SEE ARCH. PLANS
FOR DETAILS
FULL SIZE OF
RAIN WATER
LEADER
FULL SIZE
RAIN WATER
LEADER
NOTE:
DO NOT TIE PRIMARY &
SECONDARY SYSTEMS TOGETHER
DISTANCE AS REQ'D
FOR FLASHING
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:30:40 PM1-G-P501PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAPLUMBING DETAILS - 207-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
342
NOT TO SCALE1PARTIAL 1ST FLOOR PLAN - BAGGAGE CLAIM 3 -DEMOLITION PLUMBINGNOT TO SCALE2PARTIAL 2ND FLOOR PLAN - SCREENING AREA -DEMOLITION PLUMBINGNOT TO SCALE3PARTIAL 1ST FLOOR PLAN - BELOW SCREENINGAREA - DEMOLITION PLUMBINGDrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDA07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDAKDAKDAKDMDMAS NOTEDAS NOTEDJ:\S12014\Architecture\03_MEP\_Plumbing CADD Imports\1-GD-P100 - DEMOLITION FLOOR PLANS - PHASE 1 - PLUMBINGPROJECT ALPHA ONE (TERMINAL EXPANSION)7/13/2017 3:16:56 PM1-GD-P100DEMOLITION FLOOR PLANS - PHASE 1 - PLUMBINGGENERAL NOTES:1-1 THE EXISTING PDF IS OF THE PREVIOUS PLUMBING PIPING BEFORE THE INSTALLATION OF THE CURRENT BAGGAGE CONVEYER SYSTEM.1-2 EXISTING FIXTURES HAVE BEEN REMOVED. TYPICAL FOR ALL.1-3 EXISTING PIPING BROKEN OFF IN WALL OR CAPPED ABOVE CEILING IN THIS AREA.1-4 EXISTING VTR TO REMAIN.1-5 EXISTING SINK TO REMAIN IN OPERATION DURING CONSTRUCTION.1-6 EXISTING 2” CW PIPING ABOVE CEILING TO REMAIN.1-7 REMOVE CW PIPING DOWNSTREAM OF EXISTING ISOLATION VALVE. MODIFY AS REQUIRED BY NEW WORK.1-8 MAINTAIN EXISTING SANITARY WASTE LINE DOWN FROM ABOVE.1-9 MAINTAIN EXISTING CW LINE UP TO SPACE ABOVE.1-10 REMOVE WASTE AND VENT PIPING ASSOCIATED WITH PREVIOUS FIXTURE. PROVIDE WITH FLOOR CLEANOUT ON EXISTING PIPING. MODIFY EXISTING PIPING AS REQUIRED BY NEW WORK.1-11 REMOVE REMAINING UNUSED PIPING (SANITARY WASTE, VENT OR WATER PIPING) INCLUDING SUPPORTS FROM THE EXISTING WALL CAVITY AND ABOVE CEILING. CAP PIPING A MINIMUM OF 4” BELOW OR ABOVE FINISH SURFACE. PATCH EXISTING FINISH SURFACE AS REQUIRED TO MATCH THE EXISTING CONDITIONS.1-12 EXISTING SANITARY WASTE PIPING TO REMAIN. MODIFY AS REQUIRED BY NEW WORK.1-13 EXISTING PIPING SERVICE HVAC MAKEUP WATER AND HOSE BIBBS TO REMAIN IN OPERATION DURING CONSTRUCTION.1-14 EXISTING FLOOR DRAIN TO REMAIN.KEY NOTES:1-1.NO DEAD-END PIPING ALLOWED. REMOVE OR PROVIDE WITH FLOWABLE FILL.2. REMOVE ALL ABANDONED PLUMBING PIPING NOT IN SERVICE IN THEAREA OF WORK.3. MAINTAIN EXISTING PLUMBING SERVICE TO ADJACENT SPACE DURINGCONSTRUCTION.4.COORDINATE WITH WITH ARCHITECTURAL DRAWING 700 SERIES FORFLOOR FINISHES. COORDINATE FLOOR FINISH REQUIREMENTS WITHFIXTURE FINISH.5.ANY PIPING REMOVED (SANITARY WASTE, VENT OR WATER PIPING) CAPBELOW FINISH SURFACE AND COORDINATE THE GENERALCONTRACTOR FOR REPAIR OF SAID SURFACE. TYPICAL FOR ALL.6. WHERE DEMOLITION WORK OCCURS ON AN ABOVE GROUND FLOORCOORDINATE REPAIR OF THE FLOOR OPENING AS REQUIRED TO MATCHTHE EXISTING CONSTRUCTION.NOTES FOR VIEW 1 / 1-GD-P1012-1EXISTING 2-1/2” CW LINE TO REMAIN.2-2 REMOVE CW PIPING DOWNSTREAM OF EXISTING ISOLATION VALVE. MODIFY ASREQUIRED BY NEW WORK.2-3EXISTING FLOOR DRAIN AND ASSOCIATED PIPING TO REMAIN.2-4EXISTING SANITARY WASTE LINE TO REMAIN.2-5EXISTING WATER HEATER AND ASSOCIATED PIPING AND APPURTENANCES TOBE REMOVED IN ITS ENTIRETY.2-6EXISTING MOP SINK AND ASSOCIATED PIPING (ABOVE AND BELOW FLOOR)ALONG WITH THE HANGERS SHALL BE REMOVED. REPAIR FLOOR PENETRATIONAS REQUIRED.2-7MAINTAIN EXISTING VTR AND ASSOCIATED PIPING DURING CONSTRUCTION.2-8EXISTING WATER CLOSETS, LAVATORIES, DRINKING FOUNTAINS, AND FLOORDRAINS ALONG WITH ASSOCIATED SANITARY AND VENT PIPING TO BE REMOVEDAS REQUIRED TO CREATE NO “DEAD-END” PIPING. REPAIR FLOOR PENETRATIONAS REQUIRED.KEY NOTES:2-NOTES FOR VIEW 2 / 1-GD-P1013-1 EXISTING PIPING ASSOCIATED WITH RESTROOMS ABOVE TO BE REMOVED. CAPPIPING AS REQUIRED.3-2EXISTING PIPING TO REMAIN.3-3 POINT OF CONNECTION FOR NEW WORK. MODIFY AS REQUIRED BY NEW WORK.KEY NOTES:3-NOTES FOR VIEW 3 / 1-GD-P1012-11-71-121-11-61-51-1411111111-131-41-1131-111-31-81-101-61-21-92-22-82-82-82-72-82-42-52-62-33-13-23-13-23-3CONFORMED SET343
REF.DW4"ø SAN3"ø3"ø SAN4"ø SANREFER TO CIVIL SITE PLANS FOR CONTINUATIONSK-13"VTRDW WASTE THRU INDIRECT WASTE LINE TO SK-1.LOADING DOCKLD-1RESTROOMLD-2RESTROOMLD-7SHOWERLD-12BREAK ROOMLD-21CHIEFLD-20CORRIDORLD-14ARMSLD-15ITLD-16OFFICELD-19OFFICELD-18RECEPTIONLD-8INTERVIEWLD-10??HVACLD-11BADGINGLD-5OFFICELD-6STORAGELD-9??COOLERLD-3RESTROOMLD-13FIRE RISER ROOMLD-223"øWC-4L-7FCOSH-1FD-1WC-4WC-4FD-1L-6L-6ECOFCOMS-1WC-4FCOMS-1L-7FD-1FD-2FD-1FD-2500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
Date:
File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E Firm 1/4" = 1'-0"
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt
9/7/2017 6:53:40 AM
1-LD-P100PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
FLOOR PLAN - NEW LOADING DOCK - PLUMBING -
SANITARY WASTE
07-14-2017
S12014 1/4" = 1'-0"1FLOOR PLAN - NEW LOADING DOCK - PLUMBING - SANITARY WASTEORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHDAK
DAK
DAK
DM
AS NOTEDFOR RISER DIAGRAM SEE SHEET 1-LD-P500REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 44 CONFORMED SET344
REF.DWSK-11 1/2"ø CW1 1/2"ø CW3/4"ø HW2"ø CW3/4"ø HW2"ø CW1/2"ø HW2"ø CW1 1/4"ø CWSHUTOFF VALVE(TYPICAL)REFER TO CIVIL PLANS FOR CONTINUATION AND POINT OF CONNECTIONLOADING DOCKLD-1COOLERLD-3RESTROOMLD-2HVACLD-4OFFICELD-6STORAGELD-9BADGINGLD-5RESTROOMLD-7SHOWERLD-12RESTROOMLD-13INTERVIEWLD-10RECEPTIONLD-8OFFICELD-18??ARMSLD-15ITLD-16OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14HVACLD-11FIRE RISER ROOMLD-22L-7WC-4MS-11-LD-EWH-1WC-4L-7MS-11-LD-EWH-2SH-1WC-4WC-4L-6L-623123122HB-3HB-3IMB1/2"ø HW1"ø CWPLUMBING NOTES1. WATER HEATER MOUNTED ON STAND ABOVE MOP SINK. REFER TO SCHEDULE FOR WATER HEATER CAPACITIES AND DETAILS FOR ADDITIONAL MOUNTING INFORMATION. PIPE DRAIN PAN AND T&P VALVE TO DISCHARGE INTO MS-1 BELOW.2. PROVIDE TRAP PRIMER PER UNDER LAV TRAP PRIMER DETAIL. ROUTE PIPING AS REQUIRED TO FLOOR DRAIN IN AREA.3. PROVIDE TRAP PRIMER PER AUTOMATIC TRAP PRIMER DISTRIBUTION UNIT DETAIL. THIS UNIT WILL PICKUP (3) FLOOR DRAINS (AT COOLER AND BOTH MECHANICAL ROOMS). LOCATE UNIT IN HVAC LD-4.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
Date:
File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmAs indicated
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt
9/7/2017 6:53:46 AM
1-LD-P101PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
FLOOR PLAN - NEW LOADING DOCK - PLUMBING -
DOMESTIC WATER
07-14-2017
S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNEW LOADING DOCK BUILDINGOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/4" = 1'-0"1FLOOR PLAN - NEW LOADING DOCK - PLUMBING - DOMESTIC WATERDAK
DAK
DAK
DM
AS NOTEDFOR RISER DIAGRAM SEE SHEET 1-LD-P500REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 44 CONFORMED SET345
1
ROOF AREA
1116 SQ FT
ROOF AREA
1116 SQ FT
ROOF AREA
1116 SQ FT
ROOF AREA
1116 SQ FT
2 3
PLUMBING NOTES
1. 3” VENT THRU ROOF. COORDINATE FLASHING
REQUIREMENTS WITH ARCHITECTURAL
DRAWINGS.
2. MINIMUM 4" DOWNSPOUT TYPICAL FOR ALL.
3. SEE ARCHITECTURAL DRAWINGS FOR
GUTTERS AND DOWNSPOUTS.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:31:52 PM1-LD-P102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAROOF PLAN - NEW LOADING DOCK07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
NEW LOADING
DOCK
BUILDING OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTED 1/4" = 1'-0"1 ROOF PLAN - NEW LOADING DOCK
CONFORMED SET
346
2"ø CW2"ø CW1"ø CW1/2"ø CW1/2"ø HW2"ø CW1"ø CW1 1/2"ø CW1 1/4"ø CW1"ø CW1/2"ø CW1/2"ø HW1/2"ø CW1/2"ø CW1/2"ø HW1"ø CW1"ø CW1 1/2"ø CW1/2"ø HW1"ø CW1/2"ø CWWC-4BLDG SHUT-OFF VALVEDISH WASHER1/2"ø HWSHUT-OFF VALVE - TYPICAL1/2"ø HW3/4"ø HW3/4"ø HW1/2"ø HW1/2"ø CW1/2"ø HW3/4"ø HW3/4"ø CW3/4"ø HW3/4"ø CW1/2"ø HW1/2"ø CW1/2"ø HW1/2"ø HW1 1/2"ø CW1 1/4"ø CW1"ø CW1 1/4"ø CW3/4"ø CWSK-11/2"ø CWWC-4WC-4L-6L-6SH-11-LD-EWH-2MS-1L-71-LD-EWH-1MS-1WC-4L-7HB-3TO HB-3HB-33/4"ø CW1/2"ø CWPLUMBING NOTES1. WATER HEATER MOUNTED ON STAND ABOVE MOP SINK. REFER TO SCHEDULE FOR WATER HEATER CAPACITIES AND DETAILS FOR ADDITIONAL MOUNTING INFORMATION. PIPE DRAIN PAN AND T&P VALVE TO DISCHARGE INTO MS-1 BELOW.2. PROVIDE TRAP PRIMER PER AUTOMATIC TRAP PRIMER DISTRIBUTION UNIT DETAIL. THIS UNIT WILL PICKUP (3) FLOOR DRAINS (AT COOLER AND BOTH MECHANICAL ROOMS). LOCATE UNIT IN HVAC LD-4.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
Date:
File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E Firm 12" = 1'-0"
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt
9/7/2017 6:53:51 AM
1-LD-P500PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
LOADING DOCK - PLUMBING RISERS
07-14-2017
S120142LOADING DOCK - DOMESTIC WATER RISERDAK
DAK
DAK
DM
AS NOTED2 11REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 4SANITARY RISER MOVED TO SHEET 1-LD-P50144CONFORMED SET347
ECO3"ø4"ø SAN4"ø SAN4"ø SAN3"ø SAN3"ø SAN3"ø SAN2"ø SAN4"ø SAN4"ø SAN4"ø SAN3"ø SAN3"ø SAN2"ø SAN4"ø SAN3"ø SAN4"ø SAN4"ø SAN2"ø SAN3"ø SAN4"ø SAN4"ø SAN2"ø SANFOR CONTINUATION SEE CIVIL SITE PLANS.3"ø VTR2"ø V3"ø V3"ø V2"ø V2"ø V2"ø V2"ø V2"ø V2"ø V2 1/2"ø V2"ø V2 1/2"ø V2 1/2"ø V2 1/2"ø V2 1/2"ø V2"ø V2"ø VSK-1MS-1WC-4L-7WC-4L-7MS-1SH-1L-6L-6FD-1WC-4WC-4FCOFD-1FCOFCOFD-2FD-2FD-2FD-24"ø SAN4"ø SAN3"ø2"ø VFCOPLUMBING NOTES1. 3” VENT THRU ROOF. COORDINATE FLASHING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.2. PROVIDE TRAP PRIMER PER UNDER LAV TRAP PRIMER DETAIL. ROUTE PIPING AS REQUIRED TO FLOOR DRAIN IN AREA.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
Date:
File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E Firm 12" = 1'-0"
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt
9/7/2017 6:53:56 AM
1-LD-P501PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
LOADING DOCK - PLUMBING RISERS
07-14-2017
S12014
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 41LOADING DOCK - SANITARY WASTE RISER12222NEW SHEET ADDED
44CONFORMED SET348
UP
BE
D
C
ELEVATOR ROOM
B1-17
NEW LOADING DOCK ELEVATOR
B1-16
ECO
FD-2
1-NE-SP-1
ECO
4"ø EXIST
3"ø
3"ø
2"ø INDIRECT
CONTROL PANEL
2"ø VENT
1
2
4
7
6
5
38
PLUMBING NOTES
1. EXISTING SANITARY WASTE PIPING TO
REMAIN. MODIFY AS REQUIRED BY NEW
WORK.
2. CONNECT NEW SANITARY WASTE PIPING
FROM FLOOR DRAIN TO EXISTING PIPING AS
REQUIRED. PROVIDE WITH 2-WAY CLEANOUT,
SIZE TO MATCH EXISTING.
3. NEW FLOOR DRAIN FOR ELEVATOR INDIRECT
WASTE.
4. ELEVATOR SUMP PUMP IN NEW HYDRAULIC
ELEVATOR SHAFT. BASIS OF DESIGN:
ZOELLER OIL GUARD SYSTEM WITH SMART
OIL SWITCH AND ALARM / CONTROL PANEL,
PUMP MODEL 161, 62 GPM AT 30 FT HD, 1/2
HP, 115V/1P/15 AMP. PROVIDE WITH CHECK
VALVE IN PUMP DISCHARGE PIPING AND
INTERLOCK WITH BAS SYSTEM TO PROVIDE
AN ALARM AT BAS FRONT END CONTROL
PANEL.
5. ROUTE 2” PUMP DISCHARGE PIPING TO
FLOOR DRAIN IN ADJACENT SPACE. PROVIDE
WITH 2” AIR GAP AT FLOOR DRAIN.
6. COORDINATE PUMP CONTROL PANEL WITH
OTHER TRADES IN ROOM.
7. ROUTE 2” VENT THRU ROOF. COORDINATE
FLASHING REQUIREMENTS WITH
ARCHITECTURAL DRAWINGS.
8. PROVIDE WITH A TRAP GUARD. BASIS OF
DESIGN: PROVENT SYSTEM MODEL TRAP
GUARD.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:32:42 PM1-NEE-P100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - NEW EXTERIOR ELEVATOR - 1STFLOOR - PLUMBING07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
LOADING
DOCK
ELEVATOR
N
NORTH
1/4" = 1'-0"1 FLOOR PLAN - NEW EXTERIOR ELEVATOR - 1ST FLOOR - PLUMBING REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
349
B14 B13 B12
BJ
A
B
BE1
BE2
BE3
BH.2
BH.3
ELEVATOR 4
B1-49
EXISTING IT
B1-44
STORAGE
B1-47
CORRIDOR
B1-31 EXISTING ELECTRICAL
B1-39
EXISTING IT
B1-41
2"ø COPPER
CO
CO
1-OE-SP-1
EXIST MS-1
CONTROL PANEL 3
1
2
2"ø
2
PLUMBING NOTES
1. ELEVATOR SUMP PUMP IN NEW ELEVATOR
SHAFT. BASIS OF DESIGN: ZOELLER OIL
GUARD SYSTEM WITH SMART OIL SWITCH
AND ALARM / CONTROL PANEL, PUMP MODEL
161, 62 GPM AT 30 FT HD, 1/2 HP, 115V/1P/15
AMP. PROVIDE WITH CHECK VALVE IN PUMP
DISCHARGE PIPING AND INTERLOCK WITH
BAS SYSTEM TO PROVIDE AN ALARM AT BAS
FRONT END CONTROL PANEL.
2. ROUTE 2” COPPER PUMP DISCHARGE PIPING
OUT FROM ELEVATOR SHAFT AND EXPOSED
UP WALL, THEN ABOVE CEILING TO THE MOP
SINK IN ADJACENT JANITORS SPACE.
DISCHARGE INTO MOP SINK A MINIMUM OF
12’ ABOVE SINK BOTTOM. PROVIDE WITH
CHECK VALVE AND SUPPORTS AS REQUIRED.
COORDINATE WITH GENERAL TRADES
CONTRACTOR FOR CEILING REMOVAL AND
REPLACEMENT.
3. COORDINATE PUMP CONTROL PANEL WITH
OTHER TRADES AND EXISTING EQUIPMENT IN
THE ROOM.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:33:16 PM1-NIE-P100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - NEW INTERIOR ELEVATOR - 1STFLOOR - PLUMBING07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH 1/8" = 1'-0"1 FLOOR PLAN - NEW INTERIOR ELEVATOR - 1ST FLOOR - PLUMBING REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
350
B7
BH.1
BH.2
BH.3
B6 B5CB2CB1CB3
CBA
HVAC
BC3-07
SCREENING EXPANSION 1ST FLOOR
FP1-01
BAGGAGE CLAIM 3
FP1-03
KITCHEN
BC3-06
6"ø ST
6" ST UP
EXIST 6" ST
6" ST UP 500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:34:46 PM1-SA-P100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - SCREENING AREA - 1ST FLOOR -PLUMBING07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH DAKDAKDAKDMAS NOTED 1/8" = 1'-0"1 FLOOR PLAN - SCREENING AREA - 1ST FLOOR - PLUMBING
CONFORMED SET
351
UP
29'-8"29'-1"28'-5"2'
5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"
10'-10"
3'-8"
2'-7"
2'4'-1"4'-8"5'-7"
4'3'-5"
8'-8"8'-1"7'-6"
1'-6"
1'-6"
6"12'-9"5'3'
1'-6"6'10'-3"9'-7"
TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1 BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum
C
e
ili
ng
H
eigh
t
=
9
'
(1
08
"
)100-12
0V
-
16A
,
5
0Hz
/6
0H
z220-24
0V
-
8A
,
50H
z/
60
Hz32 F - 95
F1,800
lbs
102"High57 PSIFlo
or Load2" C
lea
rance
5
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rance
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boveFRONTL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum
C
e
ili
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t
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9
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(1
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)100-12
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,
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/6
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z220-24
0V
-
8A
,
50H
z/
60
Hz32 F - 95
F1,800
lbs
102"High57 PSIFlo
or Load2" C
lea
rance
5
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r b
elow6" C
lea
rance
5
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boveFRONTL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum
C
e
ili
ng
H
eigh
t
=
9
'
(1
08
"
)100-12
0V
-
16A
,
5
0Hz
/6
0H
z220-24
0V
-
8A
,
50H
z/
60
Hz32 F - 95
F1,800
lbs
102"High57 PSIFlo
or Load2" C
lea
rance
5
' o
r b
elow6" C
lea
rance
5
' o
r a
boveFRONTL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLERoofMinimum
C
e
ili
ng
H
eigh
t
=
9
'
(1
08
"
)100-12
0V
-
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,
5
0Hz
/6
0H
z220-24
0V
-
8A
,
50H
z/
60
Hz32 F - 95
F1,800
lbs
102"High57 PSIFlo
or Load2" C
lea
rance
5
' o
r b
elow6" C
lea
rance
5
' o
r a
boveFRONTL3ENTEREXIT
TDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSFRONTETD BLSAVSAVSFRONTETD BLSFRONT ETDBLSAVSFRONT ETDBLSAVSAVSAVSFRONTETD BLS23'-9"3'LADA GATEWTMDCEIA12ETDETDETDETDLL43 L43 L3 L323'-9"3'LADA GATEWTMDCEIA123'-9"3'LADA GATEWTMDCEIA123'-9"3'LADA GATEWTMDCEIA1B16 B15 B14 B13 B12
BH
BJ
BF
D
A
B
C
K
BK.7
B11 B10 B9
B20
BE1
BE2
BE5
BE8
BE4
BE6
BE7
BE3
BE9
C32 C33 C34 C36 C37 C38 C40
C3A
C3B
C3C
C3D
B8 B7
BH.1
BH.2
BH.3
B6 B5 B4CB2CB1CB3CB4 CB5
CBA
CBB
CBC
CBD
BH.05
SW28
1-SA-P400
1
1-SA-P400
2
1-SA-P401
1
PASSENGER WAITING AREA
B2-13
SECURITY CHECKPOINT SCREENING
B2-12
NEW TICKETING AREA
A1-53
SECURITY EXIT
B2-02
CORRIDOR
B2-18
EXISTING MECHANICAL ROOM
B2-01
OFFICE
FP2-02
CONFERENCE ROOM
FP2-03
OFFICE
FP2-04
OFFICE
FP2-05
CORRIDOR
FP2-01
Room
FP2-17
BREAK ROOM
FP2-15
RECEPTION
FP2-10
ELECTRICAL
FP2-13
RESTROOM
FP2-12
RESTROOM
FP2-14
ELEVATOR
FP2-23
STAIRS
FP1-04
OFFICE
FP2-07
OFFICE
FP2-08.
OFFICE
FP2-09
CONFERENCE ROOM
FP2-06
OFFICE
FP2-18
OFFICE
FP2-19
OFFICE
FP2-21
STORAGE
FP2-20
NEW MAIN SHUT-OFF VALVE
2 1/2"ø CW-EXIST
EXIST 3" VTR
3"ø V
MAKE FINAL CONNECTION TO
EXISTING 2-1/2" CW LINE
4"ø OST
6"ø
6" ST UP 4" OST UP
6" ST DN
DS-1
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/16" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:35:02 PM1-SA-P101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - SCREENING AREA - 2ND FLOOR -PLUMBING07-14-2017S12014 1/16" = 1'-0"1 FLOOR PLAN - SCREENING AREA - 2ND FLOOR - PLUMBING
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
352
BH
BF
BE
B7
BH.1
BH.2
BH.3
B6 B5CB2CB1CB3
CBA
BH.05
SW28
RD-1
682 SQ FT
ORD-1
682 SQ FT
ROOF AREA
6776 SQ FT
MINIMUM OF (5) 4"-DIA VERTICAL
DOWNSPOUTS REQUIRED FOR THIS ROOF
AREA
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:35:11 PM1-SA-P102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAROOF PLAN - SCREENING AREA - PLUMBING07-14-2017S12014REVISIONS#DATEDESCRIPTIONBY 1/8" = 1'-0"1 ROOF PLAN - SCREENING AREA - PLUMBING
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH DAKDAKDAKDMAS NOTEDCONFORMED SET
353
B12
BH
B11
BH.05
CORRIDOR
B2-03
WOMENS ROOM
B2-04
JANITOR
B2-06 MENS ROOM
B2-05
OPPS MANAGER OFFICE
B2-11
RECEPTION
B2-10
SAA IT
B2-09
SECURITY OFFICE
B2-08
TSA IT CABINET
B2-07
WC-2 L-3 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-2L-3
UR-2 UR-1 UR-1
L-4 L-4
MS-1
3" FD-1 3" FD-1
CO
CO
3"ø 3"ø
3"ø
3"ø
3"ø
4"ø
4"ø
MAKE FINAL CONNECTION TO EXISTING
SANITARY WASTE PIPING AS REQUIRED
FD-2
EWC-1
WCO
WCO WCO WCO
WCOWCO
OPPS DIRECTOR OFFICE
B2-11A
LOST AND FOUND
B2-11B
B12
BH
B11
BH.05
CORRIDOR
B2-03
WOMENS ROOM
B2-04
JANITOR
B2-06 MENS ROOM
B2-05
SAA IT
B2-09SECURITY OFFICE
B2-08
TSA IT CABINET
B2-07
CORRIDOR
B2-18
OPPS MANAGER OFFICE
B2-11
RECEPTION
B2-10
PASSENGER WAITING AREA
B2-13
WC-2 L-3 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-2L-3
UR-2 UR-1 UR-1
L-4 L-4
MS-1
1-SA-EWH-1
1-SA-RP-1
SHUT-OFF VALVE -
TYPICAL
2 1/2"ø CW
2 1/2"ø CW
2"ø CW
3/4"ø CW
2 1/2"ø CW
2 1/2"ø CW
1"ø CW
1"ø CW
1/2"ø HWR 3/4"ø HW
3/4"ø HW
3/4"ø HW
FOR CONTINUATION SEE
1/8" SCALE PLAN
EWC-1
1
3
2
OPPS DIRECTOR OFFICE
B2-11A
LOST AND FOUND
B2-11B
PLUMBING NOTES
1. WATER HEATER MOUNTED ON STAND ABOVE
MOP SINK. REFER TO SCHEDULE FOR WATER
HEATER CAPACITIES AND DETAILS FOR
ADDITIONAL MOUNTING INFORMATION. PIPE
DRAIN PAN AND T&P VALVE TO DISCHARGE
INTO MS-1 BELOW.
2. PROVIDE RECIC. PUMP. BASIS OF DESIGN:
BELL & GOSSETT MODEL E3-6V/B-PRC. HIGH
EFF. ECM MOTOR, BUILT-IN ADJUSTABLE
THERMOSTAT, BUILT-IN STEPLESS SPEED
SWITCH, 2 GPM AT 6FT/HD, 120V / 1PH / 5-28
WATTS.
3. PROVIDE TRAP PRIMER PER AUTOMATIC
TRAP PRIMER DISTRIBUTION UNIT DETAIL.
THIS UNIT WILL PICKUP (3) FLOOR DRAINS (AT
JANITORS CLOSET AND BOTH RESTROOMS).
LOCATE UNIT IN JANITOR B2-06.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:35:23 PM1-SA-P400PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLANS - SCREENING AREA -2ND FLOOR - PLUMBING07-14-2017S12014 1/4" = 1'-0"1 ENLARGED FLOOR PLAN - SCREENING AREA - 2ND FLOOR - PLUMBING - SANITARY WASTE
1/4" = 1'-0"2 ENLARGED FLOOR PLAN - SCREENING AREA - 2ND FLOOR - PLUMBING - DOMESTIC WATER REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDFOR RISER DIAGRAMS SEE SHEET 1-SA-P500
CONFORMED SET
354
BJ
K
BK.7
B10 B9
BE1
BE2
BE5
BE8
BE4
BE6
BE7
BE3
BE9
C40
C3A
C3B
C3C
C3D
B8 B7
BH.2
BH.3
CB1
CBA
CBB
CBC
CBD
BAGGAGE CLAIM ROOF
B2-17
PENTHOUSE
B2-16
CO
NEW RD-1
1699 SQFT
NEW RD-1
1778 SQFT
NEW RD-1
1756 SQFT
NEW RD-1
1698 SQFT
DOWNSPOUT DOWNSPOUT
8"ø ST
8"ø ST
6"ø ST
6"ø ST
10"ø EXIST
10"ø EXIST
8"ø EXIST
6"ø EXIST
ORD-1
1778 SQFT
ORD-1
1756 SQFT
ORD-1
1698 SQFT
ORD-1
1699 SQFT
10"ø EXIST
10"ø EXIST
8"ø EXIST
6"ø EXIST
8"ø
8"ø
6"ø
6"ø
CO
NEW RD-1
1699 SQFT
NEW RD-1
1778 SQFT
NEW RD-1
1756 SQFT
NEW RD-1
1698 SQFT
ORD-1
1778 SQFT
ORD-1
1756 SQFT
ORD-1
1698 SQFT
ORD-1
1699 SQFT
5 5
3
3
3
3
3
3
3
3
4
4
4
4
2
2
CO
CO
6"ø ST - TYPICAL
6"ø ST - TYPICAL
1 1
PLUMBING NOTES
1. COORDINATE REMOVAL AND RE-
INSTALLATION OF EXISTING CEILING BELOW
THE WORK AREA WITH GENERAL TRADES
CONTRACTOR. COORDINATE WITH EXISTING
ELECTRICAL AND MECHANICAL SYSTEMS
LOCATED ABOVE THE CEILING.
2. REPLACE EXISTING ROOF DRAIN WITH NEW
COMBINATION PRIMARY SECONDARY ROOF
DRAIN. REFER TO SCHEDULE FOR FIXTURE
TYPE. COORDINATE WITH ARCHITECTURAL
AND STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION. TYPICAL OF 8.
3. MODIFY EXISTING STORM DRAIN PIPING AS
REQUIRED BY NEW ROOF DRAIN.
4. ROUTE OVERFLOW ROOF DRAIN PIPING AS
SHOWN ON PLAN. PROVIDE WITH SUPPORTS
AND INSULATION ON HORIZONTAL PIPING.
5. FINAL OVERFLOW DRAIN DISCHARGE FROM
BUILDING. COORDINATE FINAL LOCATIONS
WITH ARCHITECTURAL DRAWINGS.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:35:32 PM1-SA-P401PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAROOF PLAN - SCREENING AREA - PLUMBING07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SCREENING
EXPANSION
OUTBOUND F.I.S. /
CUSTOMS
INBOUNDN
NORTH 1/8" = 1'-0"1 ROOF PLAN - SCREENING AREA - PLUMBING REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
355
2 1/2"ø CW
2 1/2"ø CW
2 1/2"ø CW
2"ø CW
1 1/4"ø CW-TYP
2"ø CW
2"ø CW
1 1/2"ø CW
3/4"ø CW-TYP
1 1/4"ø CW
1 1/4"ø CW
1"ø CW
2 1/2"ø CW
2 1/2"ø CW
2"ø CW
2"ø CW
1 1/2"ø CW
1 1/4"ø CW
1/2"ø CW
1 1/4"ø CW
2 1/2"ø CW
L-3
WC-1
L-4
MS-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1 WC-2
UR-1
UR-1
UR-2
L-3
L-4
1/2"ø CW
3/4"ø CW 3/4"ø CW
1/2"ø CW
1/2"ø CW-TYP
1"ø CW
1/2"ø CW
1/2"ø CW
1"ø CW
3/4"ø CW
3/4"ø CW
1/2"ø HW
3/4"ø HW
1/2"ø HW
3/4"ø HW
3/4"ø HW
3/4"ø HW
1/2"ø HW
3/4"ø HW
1/2"ø HWR
1/2"ø HWR
3/4"ø HW
1-SA-RP-1
1-SA-EWH-1
ISOLATION VALVE -
TYPICAL
FOR CONT. SEE 1/8"
SCALE PLANS
WC-2
EWC-1
1/2"ø CW
3/4"ø HW
1/2"ø CW
ETP-1
WC-2
L-3
WC-1
L-4
MS-1
WCO
CO
WCO
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-2
UR-1
UR-1
UR-2
3" FD-1
3" FD-1
L-3
L-4
4"ø
4"ø
4"ø
3"ø
3"ø
3"ø
2"ø
3"ø
2"ø
3"ø
2"ø
2"ø
2"ø
2"ø
3"ø
3"ø
3"ø
4"ø
4"ø
4"ø
2"ø
4"ø
2"ø2"ø
2"ø
4"ø
4"ø
4"ø
2"ø
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
3"ø V
3"ø V
3"ø V
3"ø V
2"ø V
2"ø V
3"ø V
2 1/2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2 1/2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
4"ø 2"ø V
CO
4"ø SAN - EXIST
MAKE FINAL CONNECTION TO
EXISTING VENT AS REQUIRED
MAKE FINAL CONNECTION TO
EXISTING SANITARY WASTE
PIPING AS REQUIRED
EWC-1
FD-1
WCO
WCO
WCO
WCO
WCO
2"ø V
2"ø
ETP-1
EXIST
3" VTR
PLUMBING NOTES
1. WATER HEATER MOUNTED ON STAND ABOVE
MOP SINK. REFER TO SCHEDULE FOR WATER
HEATER CAPACITIES AND DETAILS FOR
ADDITIONAL MOUNTING INFORMATION. PIPE
DRAIN PAN AND T&P VALVE TO DISCHARGE
INTO MS-1 BELOW.
2. PROVIDE RECIC. PUMP. BASIS OF DESIGN:
BELL & GOSSETT MODEL E3-6V/B-PRC. HIGH
EFF. ECM MOTOR, BUILT-IN ADJUSTABLE
THERMOSTAT, BUILT-IN STEPLESS SPEED
SWITCH, 2 GPM AT 6FT/HD, 120V / 1PH / 5-28
WATTS.
3. PROVIDE TRAP PRIMER PER AUTOMATIC
TRAP PRIMER DISTRIBUTION UNIT DETAIL.
THIS UNIT WILL PICKUP (3) FLOOR DRAINS (AT
JANITORS CLOSET AND BOTH RESTROOMS).
LOCATE UNIT IN JANITOR B2-06.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
12" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:35:43 PM1-SA-P500PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASCREENING AREA - PLUMBING RISERS07-14-2017S120142 SCREENING AREA - 2ND FLOOR - DOMESTIC WATER RISER
1 SCREENING AREA - 2ND FLOOR - SANITARY WASTE REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTED2
1
3
CONFORMED SET
356
B7
BH.1
BH.2
BH.3
B6 B5 B4CB2CB1CB3CB4 CB5
CBA
CBB
CBC
CBD
1-BC3-P400
2
1-BC3-P400
1
STAIRS
FP1-04
BAGGAGE CLAIM 3
FP1-03
KITCHEN
BC3-06
OFFICES / IT ROOM
BC3-05
CUSTOMS / FIRE PROTECTION AREA
COMBINEDFP1-05
STORAGE
BC3-01
STORAGE
BC3-02
HVAC
BC3-07
2 1/2"ø CW-EXIST
1 1/2"ø CW
4"ø EXIST
3"ø V
EXIST 6" ST
UNDERGROUND
4"ø EXIST
FCO
3"ø V-EXISTING
2
1
ISOLATION VALVE
PLUMBING NOTES
1. ROUTE NEW 1-1/2” CW PIPING ABOVE CEILING
FROM EXISTING CW LINE TO NEW
RESTROOM LOCATION. PROVIDE WITH
ISOLATION VALVE.
2. MAKE FINAL CONNECTION TO EXISTING 3”
VENT AS REQUIRED BY NEW WORK.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:23:37 PM1-BC3-P100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR -PLUMBING07-14-2017S12014 1/8" = 1'-0"1 FLOOR PLAN - BAGGAGE CLAIM 3 - 1ST FLOOR - PLUMBING
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
357
CB4
L-3 3" FD-1 WC-4
L-3 3" FD-1 WC-4
3"ø 3"ø V
WCO
FAMILY RESTROOM
BC3-03BAGGAGE CLAIM 3
FP1-03 CUSTOMS / FIRE PROTECTION AREA
COMBINEDFP1-05
FAMILY RESTROOM
BC3-04
3"ø V
4"ø EXIST
FCO
3"ø
4"ø EXIST
2
3"ø V-EXISTING
CB4
L-3 WC-4
L-3 WC-4
1 1/2"ø CW
ISOLATION
VALVE1-BC3-EWH-1
1-BC3-EWH-2
BAGGAGE CLAIM 3
FP1-03
FAMILY RESTROOM
BC3-03 CUSTOMS / FIRE PROTECTION AREA
COMBINEDFP1-05
FAMILY RESTROOM
BC3-04
FOR CONT SEE 1/8" SCALE PLANS
1
1
3
3
4
3"ø V
2"ø V
3"ø
3"ø
3"ø
3"ø
WC-4
WC-4
L-3
L-3
3"ø V
WCO
2"øFCO
4"ø EXIST
4"ø EXIST
TO EXIST
3" VTR
FD-1
FD-1
WC-4
L-3
L-3
WC-4
1-BC3-EWH-2
1-BC3-EWH-1
ISOLATION VALVE
1 1/2"ø CW
1 1/2"ø CW
3/4"ø CW
1/2"ø CW
1/2"ø
1"ø CW
1"ø CW
1/2"ø CW
ISOLATION VALVE 1 1/2"ø CW
2 1/2"ø CW-EXIST
2 1/2"ø CW-EXIST
PLUMBING NOTES
1. WATER HEATER MOUNTED BELOW LAV.
REFER TO SCHEDULE FOR WATER HEATER
CAPACITIES.
2. ROUTE NEW 3” SANITARY WASTE PIPING AS
REQUIRED TO MAKE FINAL CONNECTION TO
EXISTING UNDERGROUND PIPING IN THE
AREA. COORDINATE WITH GENERAL TRADES
CONTRACTOR FOR FLOOR REMOVAL AND
REPAIR OF FINISHES AS REQUIRED BY NEW
WORK.
3. PROVIDE TRAP PRIMER PER UNDER LAV
TRAP PRIMER DETAIL. ROUTE PIPING AS
REQUIRED TO FLOOR DRAIN IN AREA.
4. ROUTE CW PIPING ABOVE CEILING.
5. ROUTE NEW 3” VENT PIPING ABOVE CEILING
AS REQUIRED TO MAKE FINAL CONNECTION
TO EXISTING VENT PIPE. MODIFY EXISTING
PIPING REQUIRED BY NE WORK.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:23:45 PM1-BC3-P400PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLANS AND RISERS -BAGGAGE CLAIM 3 - PLUMBING07-14-2017S12014 1/4" = 1'-0"1
ENLARGED FLOOR PLAN -
BAGGAGE CLAIM 3 - 1ST FLOOR -
PLUMBING - SANITARY WASTE
1/4" = 1'-0"2
ENLARGED FLOOR PLAN -
BAGGAGE CLAIM 3 - 1ST FLOOR -
PLUMBING - DOMESTIC WATER
3 BAGGAGE CLAIM 3 - SANITARY WASTE RISER4BAGGAGE CLAIM 3 - DOMESTIC WATER RISER
REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTEDCONFORMED SET
358
IT ROOM
A1-50
2"ø EXIST
1/2"ø CW-EXIST
1/2"ø
RELOCATE EXIST EWC
PLUMBING NOTES
1. RELOCATE EXISTING ELECTRIC WATER
COOLER AS SHOWN. PROVIDE BLOCKING AS
REQUIRED TO SUPPORT FIXTURE ON NEW
WALL.
2. EXTEND EXISTING 1/2” CW LINE TO NEW
EQUIPMENT LOCATION. MAKE FINAL
CONNECTION TO EXISTING PIPING AS
REQUIRED. PROVIDE SUPPORTS AS
REQUIRED. INSULATED EXPOSED PIPING.
3. EXTEND EXISTING 2” DRAIN LINE TO NEW
EQUIPMENT LOCATION. MAKE FINAL
CONNECTION TO EXISTING PIPING AS
REQUIRED. PROVIDE SUPPORTS AS
REQUIRED.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt7/13/2017 1:24:02 PM1-BH-P100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN AND RISERS - BLOCK HOUSE - 1STFLOOR - PLUMBING07-14-2017S12014 1/4" = 1'-0"1 FLOOR PLAN - BLOCK HOUSE - 1ST FLOOR - PLUMBING
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
BLOCK
HOUSE
N
NORTH REVISIONS#DATEDESCRIPTIONBYDAKDAKDAKDMAS NOTED1
2
3
CONFORMED SET
359
TA001CCTV NOTES:CCTV NOTES AND SYMBOL LEGEND1. THE CONTRACTOR SHALL NOTIFY THE SANFORD AIRPORT AUTHORITY 48 HOURSPRIOR TO BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL EQUIPMENTNECESSARY FOR A TURN-KEY OPERATION OF PROPOSED AND REPLACEMENTCCTV CAMERAS. THIS INCLUDES BUT IS NOT LIMITED TO: CAMERAS (INDOOR ANDOUTDOOR), CAMERA MOUNTING HARDWARE, MOUNTING HARDWARE BEYONDCAMERA MOUNTS, ETHERNET TO FIBER TRANSCEIVERS (IF REQUIRED), ALLNECESSARY IP ADDRESSES AND LICENSING REQUIRED FOR EACH DEVICE,POWER SUPPLIES, CABLING, JUNCTION BOXES, ETC.3. ALL EXPOSED CABLES INSTALLED SHALL BE ENCLOSED IN A CONDUIT.4. ANY SCHEDULED DOWNTIME OF SECURITY RELATED EQUIPMENT MUST BESUBMITTED FOR APPROVAL IN WRITING OR BY EMAIL TO THE SANFORD AIRPORTAUTHORITY PRIOR TO COMMENCING WORK.5. ALL CCTV CAMERAS WILL BE IP-BASED AND UTILIZE POWER OVER ETHERNET(POE) FOR POWER. FOR ANY INSTALLATIONS WHERE A POE SWITCH IS NOTAVAILABLE, A POE INJECTOR SHALL BE UTILIZED. CAMERAS THAT REQUIREHIGH-POE (POE+) WILL INCLUDE A HIGH-POE INJECTOR WITH THE CAMERA.INCIDENTAL TO THE CAMERA INSTALLATION. MATERIALS REQUIRED FORINSTALLATION SHALL BE FURNISHED BY THE CONTRACTOR.6. CONFIGURATION OF THE CCTV CAMERAS SHALL INCLUDE, AT A MINIMUM: IPADDRESS, SUBNET, GATEWAY, MULTICAST GROUP, VIDEO ENCODING BIT RATE,VIDEO RESOLUTION, VIDEO FRAME RATE, SNMP, CCTV PRESETS, ANDINTEGRATION INTO EXISTING OMNICAST SOFTWARE. CONNECT POWER AND DATAON CAT 6 CABLING (UTLIZING EITHER POE FROM SWITCH OR POE INJECTOR).7. REPLACE EXISTING COAX CABLE WITH CAT 6 (IF REQUIRED IN LOCATIONS WHEREAN EXISTING CAMERA IS BEING REPLACED WITH PROPOSED CAMERA).8. PROPER INSTALLATION AND OPERATION OF ALL PROPOSED DEVICES SHALL BEDEMONSTRATED TO THE SANFORD AIRPORT AUTHORITY. ALL TESTING SHALL BECOORDINATED WITH THE SANFORD AIRPORT AUTHORITY AND COMPLETED FROMAN EXISTING OMNICAST CLIENT WORKSTATION. TESTING OF THE CCTV CAMERASSHALL INCLUDE, AT A MINIMUM: VERIFICATION OF VIDEO IMAGE QUALITY,VERIFICATION OF CAMERA POSITIONING; VERIFICATION THAT IMAGE IS PROPERLYFOCUSED, VERIFICATION OF FUNCTIONAL PTZ CONTROL (WHERE APPLICABLE).9. THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. INTHE EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THEPROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE CONTRACTORSHALL NOTIFY THE SANFORD AIRPORT AUTHORITY IMMEDIATELY AND PRIOR TOANY FURTHER WORK ACTIVITY.10. THE CONTRACTOR SHALL EXERCISE ALL APPROPRIATE SAFETY MEASURES WHENWORKING IN OR AROUND AREAS OF OVERHEAD ELECTRICAL/TRANSMISSIONLINES OR UNDERGROUND UTILITIES.11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PROPOSEDEQUIPMENT DURING CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALLMAINTAIN ALL EXISTING EQUIPMENT THAT IS IDENTIFIED TO BE EITHER MODIFIEDOR RECONFIGURED AS A PART OF THIS PROJECT. THIS WILL INCLUDE ALLCABLING THAT IS EITHER CHANGED OR ADDED AS A PART OF THIS PROJECT. THECONTRACTOR SHALL BE RESPONSIBLE FOR RESPONDING TO ALL TROUBLECALLS. UPON RESPONSE, THE CONTRACTOR SHALL DETERMINE WHETHER THEPROBLEM IS RELATED TO THE MAINTENANCE RESPONSIBILITIES AS OUTLINEDABOVE. IF NOT, THE CONTRACTOR SHALL NOTIFY A SANFORD AIRPORTAUTHORITY REPRESENTATIVE IMMEDIATELY VIA CELL PHONE SO THAT THEAUTHORITY'S MAINTENANCE CONTRACTOR CAN RESPOND. ALL TROUBLE CALLSSHALL BE RESPONDED TO WITHIN 4 HOURS AND ALL REPAIRS SHALL BE MADEWITHIN 24 HOURS. IF THESE RESPONSE TIMES ARE NOT MET, THE AUTHORITYRESERVES THE RIGHT TO MOBILIZE ITS MAINTENANCE CONTRACTOR TO MAKETHE REPAIRS. THE AUTHORITY RESERVES THE RIGHT TO BACK CHARGE THECONTRACTOR FOR ALL REPAIRS AND THAT AMOUNT WILL BE DEDUCTED FROMTHIS CONTRACT. THE RESPONSIBILITIES AS OUTLINED ABOVE SHALL BE INEFFECT FROM NOTICE TO PROCEED UNTIL FINAL ACCEPTANCE.12. THE WORK AREA SHALL BE RESTORED TO PRE-WORK CONDITIONS.13. THE CONTRACTOR SHALL MAINTAIN THE EXISTING FIBER OPTIC NETWORK WITHINTHE LIMITS OF CONSTRUCTION. AT NO TIME SHALL THERE BE ANY LOSS OFCOMMUNICATIONS OR DATA ALONG THE AIRPORT FIBER OPTIC NETWORK.14. UPON FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL FORWARDA COMPLETE SET OF AS-BUILT PLANS IN ACCORDANCE WITH SPECIFICATION280500 TO THE ENGINEER. THE AS-BUILTS SHALL CONTAIN ACCURATELYDIMENSIONED LOCATIONS FOR CCTV CAMERA LOCATIONS. THE AS-BUILT PLANSSHALL INCLUDE A RECORD OF CCTV MOUNTING TYPE, PORT ASSIGNMENTS, ANDNETWORK CONNECTION TYPE.15. THE CONTRACTOR SHALL PROVIDE ALL CONDUCTORS, CONDUITS, JUNCTIONBOXES, SERVICE POINTS, AND CONTROLLER BOXES, POWER DEVICES, POWERINJECTORS, MOUNTING ACCESSORIES, MOUNTING HARDWARE, ETC. REQUIREDTO PROVIDE A COMPLETE, FUNCTIONAL AND WORKING VIDEO SURVEILLANCESYSTEM UTILIZING THE DEVICES SHOWN IN THE PLANS.16. DECOMMISSIONED EQUIPMENT SHALL BE RETURNED TO THE AUTHORITY. THEAUTHORITY MUST APPROVE THE DISPOSAL OF ANY EQUIPMENT.17. LOCATIONS TO BE DETERMINED AND APPROVED BY THE SANFORD AIRPORTAUTHORITY. IT IS ASSUMED THAT A CAT6 RUN FROM THE CAMERA TO THENEAREST SWITCH SHALL BE INSTALLED BY THE CONTRACTOR AND IN NO CASESHALL THE LINEAR CABLE LENGTH EXCEED 294 FEET.143CAMERA REFERENCE NUMBERFIXED CAMERAa. INDOOR FIXED, AXIS P3343b. OUTDOOR FIXED, AXISP3343-VEPAN/TILT/ZOOM (PTZ) CAMERAa. INDOOR PTZ, AXIS P5534b. OUTDOOR FIXED, AXISQ6032-ECOMM ROOM HOMERUNSEQUENTIAL NUMBERFLOORFIXED CAMERAa. INDOOR FIXED, AXIS P3365-VOR MOST RECENT ACCEPTEDEQUIVALENT MODEL NUMBER.b. OUTDOOR FIXED, AXIS P3365-VEOR MOST RECENT ACCEPTEDEQUIVALENT MODEL NUMBER.PAN/TILT/ZOOM (PTZ) CAMERAa. INDOOR PTZ, AXIS Q6055 ORMOST RECENT ACCEPTEDEQUIVALENT MODELNUMBER.b. OUTDOOR PTZ, AXISQ6055-E OR MOST RECENTACCEPTED EQUIVALENTMODEL NUMBER.CCTV SYMBOLS:EXISTING: PROPOSED:REMOVE EXISTING PTZ OR FIXEDCAMERA, INCLUDING CAMREACONDUCTOR(S), MOUNTINGHARDWARE AND CONDUIT.PRESERVE AND PROTECT EXISTINGDEVICES TO BE REMOVED AND TURNOVER TO SAA IT FOR FIRST RIGHT OFREFUSAL.FIXED CAMERAa. OUTDOOR FIXED, AXISM3025-VE OR MOST RECENTACCEPTED EQUIVALENTMODEL NUMBER.JET WAY ROTUNDA AREA:5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01SHEET NUMBERINGX-TAXXXPHASE #EXISTING =1PROPOSED=2FLOOR #BUILDING SECTORA###CAMERA IDENTIFICATION:360 DEGREE + PTZ CAMERAa. AXIS Q6000-E MKII WITHAXIS-E/Q61-E OR MOST RECENTACCEPTED EQUIVALENT MODELNUMBER.POD 2 AREA:CAMERA INSTALLATIONPROCEDURES:THE CCTV SYSTEM INSTALLER SHALL ENSURE THAT THEFOLLOWING PROCEDURE IS MAINTAINED THROUGHOUT THEDURATION OF THE PROJECT. ALL WORK REQUIRED TORE-LOCATE CAMERAS AFTER INSTALLATION TO THESATISFACTION OF SAA SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.FOR EACH PROPOSED CAMERA LOCATION:1. INSTALL AND TEST NETWORK CABLE UNDER WITNESS OFTHE RPR. PROVIDE DETAILED TEST REPORT TO THE RPR UPONCOMPLETION FOR ACCEPTANCE.2. OBTAIN TEMPORARY PASSWORD FROM SAA IT.3. FOLLOW THE PROCEDURE IN THE CAMERA MANUAL BYPLUGGING A NOTEBOOK INTO THE PATCH PANEL OR POEINJECTOR.4. ADJUST AIM AND FOCUS OF CAMERA FIELD OF VIEW.5. COORDINATE APPROVAL OF TARGET FIELD OF VIEW WITHSAA AT THE PROPOSED LOCATION.5. INSTALL CAMERA AT THE SAA APPROVED LOCATION.6. PROVIDE SAA IT DEPARTMENT WITH FINAL LOCATION OFCAMERA AND PATCH PANEL PORT NUMBER OR POE INJECTORLABEL.CONFORMED SET360
EXISTING BAREXISTING RESTAURANTEXISTING AREA N.I.C.TA110 NORTH1CCTV EXISTING OVERALL 1ST FLOOR PLAN1/64" = 1'-0"CCTV EXISTING OVERALL 1STFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TA110AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET361
EXISTING AREA N.I.C.4263059602521135136137138142143186215337135CCTV EXISTING AND DEMO 1ST FLOORPLAN1-TA115 NORTH1CCTV EXISTING AND DEMO 1ST FLOOR PLAN1/16" = 1'-0"1-TA1155555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET362
DN.DN.551DOOR TAGS000 SERIESJACK H36EXT 7941JACK H64EXT 7942JACK H25EXT 7943JACK H65EXT 7944JACK G74EXT 7945JACK E4EXT 7946JACK E3EXT 7947GTA120 NORTH1CCTV EXISTING OVERALL 2ND FLOOR PLAN1/64" = 1'-0"CCTV EXISTING OVERALL 2NDFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TA120AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET363
JACK H36EXT 7941JACK H64EXT 7942JACK H25EXT 79431028010179991001101683161091088410783106105336104103315CCTV EXISTING AND DEMO 2ND FLOORPLAN1-TA122 NORTH1CCTV EXISTING AND DEMO 2ND FLOOR PLAN1/16" = 1'-0"1-TA1225555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET364
JACK H25EXT 7943JACK H65EXT 794498317320963183213193229794168316109108CCTV EXISTING AND DEMO 2ND FLOORPLAN1-TA123 NORTH1CCTV EXISTING AND DEMO 2ND FLOOR PLAN1/16" = 1'-0"1-TA1235555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET365
JACK G74EXT 7945JACK E4EXT 7946JACK E3EXT 7947G9532391938392908885CCTV EXISTING AND DEMO 2ND FLOORPLAN1-TA124 NORTH1CCTV EXISTING AND DEMO 2ND FLOOR PLAN1/16" = 1'-0"1-TA1245555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET366
DN.DN.898687324325194546152947533511CCTV EXISTING AND DEMO 2ND FLOORPLAN1-TA125 NORTH1CCTV EXISTING AND DEMO 2ND FLOOR PLAN1/16" = 1'-0"1-TA1255555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET367
UNKRESTRICTED AREAKEEPOUTREF.UPUPDWEXISTING ELECTRICALB1-19 OPEN OFFICE AREAB1-18
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EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03SAA STORAGEFIS-11ELECTRICAL ROOMB1-19AFIRE RISER ROOMLD-22 TA210 NORTH1CCTV PROPOSED OVERALL 1ST FLOOR PLAN1/64" = 1'-0"CCTV PROPOSED OVERALL 1STFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TA210AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET368
RESTRICTEDAREAKEEPOUTREF.DWLOADING DOCKLD-1COOLERLD-3RESTROOMLD-2HVACLD-4OFFICELD-6RESTROOMLD-7STORAGELD-9BADGINGLD-5INTERVIEWLD-10HVACLD-11RECEPTIONLD-8OFFICELD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14ARMSLD-15ITLD-16RESTROOMLD-13SHOWERLD-12STORAGELD-17STORAGELD-9FIRE RISER ROOMLD-22F10LD114LD113LD12011-TA211ENEW LOADING DOCKCCTV PROPOSED 1ST FLOOR PLAN1-TA211 NORTH1CCTV PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"1-TA2115555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET369
REF.DWLOADING DOCKLD-1COOLERLD-3RESTROOMLD-2HVACLD-4OFFICELD-6RESTROOMLD-7STORAGELD-9BADGINGLD-5INTERVIEWLD-10HVACLD-11RECEPTIONLD-8OFFICELD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14ARMSLD-15ITLD-16RESTROOMLD-13SHOWERLD-12STORAGELD-17STORAGELD-9FIRE RISER ROOMLD-22COMM ROOMLOADING DOCK(LD)LD112LD111LD109LD110LD107LD108LD105LD106LD104LD103LD102LD101LD119CCTV PROPOSED 1ST FLOOR ENLARGEDPLAN1-TA211E NORTH1CCTV PROPOSED 1ST FLOOR ENLARGED PLAN1/4" = 1'-0"1-TA211E5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01CONFORMED SET370
CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGGAGE CLAIM 3FP1-03KITCHENBC3-06ELEVATORFP2-23SCREENING EXPANSION 1ST FLOORFP1-01STAIRSFP1-04OFFICES / IT ROOMBC3-05FAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02STORAGEBC3-01HVACBC3-07FIRE RISER ROOMFP-06SECURITY EXITFIS-14ITFIS-13EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03SAA STORAGEFIS-11COMM ROOM CBPCOMM ROOMEXIT SENTRY(ES)ES103ES102ES101E104E105CCTV PROPOSED 1ST FLOOR PLAN1-TA215 NORTH1CCTV PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"1-TA2155555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET371
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Table 29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1
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B2-12OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11B121'-1"ITB2-20TA220 NORTH1CCTV PROPOSED OVERALL 2ND FLOOR PLAN1/64" = 1'-0"CCTV PROPOSED OVERALL 2NDFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TA220AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET372
TableTableTableTableTableTableTableUPITB2-20H2(H2)COMM ROOM H3H1H2202H2201CCTV PROPOSED 2ND FLOOR PLAN1-TA2221CCTV PROPOSED 2ND FLOOR PLAN1/16" = 1'-0"1-TA222 NORTH5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET373
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UPH2(H2)H1 G221G220H2202H2201CCTV PROPOSED 2ND FLOOR PLAN1-TA223 NORTH1CCTV PROPOSED 2ND FLOOR PLAN1/16" = 1'-0"1-TA2235555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET374
29'-8"29'-1"11'-1012'-4"12'-5"12'-4"5'-3"10'-10"3'-8"2'4'-1"4'-8"3'-5"8'-8" 8'-1"5'3'1'-6"6'10'-3"TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXITBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT TDC/CATTDC/CATTDC/CATTDC/CATAVSETDBLSAVSAVSETDBLSETDBLSAVS2LADA GATEWTMDCEIA12ETDETD
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2LADA GATEWTMDCEIA1TSA IT CABINETB2-07EXISTING MECHANICAL ROOMB2-01SECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08WOMENS ROOMB2-04MENS ROOMB2-05RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PASSENGER WAITING AREAB2-13ELEVATOR 3B1-48ELEVATOR 4B1-49PENTHOUSEB2-16BAGGAGE CLAIM ROOFB2-17CORRIDORB2-18SAA ITB2-09JANITORB2-06SECURITY CHECKPOINT SCREENINGB2-12OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11B121'-1"COMM G MCR(G)G214G213G217G209G208G206G207G215G213G208G212G202G216G211G218G219CCTV PROPOSED 2ND FLOOR PLAN1-TA224 NORTH1CCTV PROPOSED 2ND FLOOR PLAN1/16" = 1'-0"1-TA2245555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET375
"28'-5"2'5'-10"12'-4"11'-2"12'-4"0"10'1'-6"2'-7"5'-7"4'7'-6"1'-6"1'-6"6"12'-9"9'-7"TDC #8TDC #7TDC #6TDC #5BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT TDC/CATTDC/CATTDC/CATTDC/CATAVSETDBLSAVSAVSAVSETDBLSETDETD4L3L3
2LADA GATEWTMDCEIA12LADA GATEWTMDCEIA1EXISTING MECHANICALA2-03PSRB2-15EXPANDED SCREENING AREAB2-14CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-03OFFICEFP2-04OFFICEFP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-07OFFICEFP2-09RECEPTIONFP2-10RESTROOMFP2-12ELECTRICALFP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTROOMFP2-16RoomFP2-17OFFICEFP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-22ELEVATORFP2-23STAIRSFP1-04EXPANDED SCREENING AREAB2-14COMM ROOM D(D)COMM ROOM D+(D+)COMM ROOM I(I)G207G211G206G210G209G203G204G205G201G214CCTV PROPOSED 2ND FLOOR PLAN1-TA225 NORTH1CCTV PROPOSED 2ND FLOOR PLAN1/16" = 1'-0"1-TA2255555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET376
N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.CAMERA TYPE PER PLANS/SCHEDULES.FLEX CONDUITWCAT PATCH CORDINSIDEPATCH CORDLENGTH AS REUIREDMOUNTING HARDWARE PER CAMERA TYPEMANUFACTURER AND LOCATION.1. DETAILS ARE DIAGRAMMATIC AND SHOW TYPICAL AND GENERIC MOUNTINGSCENARIOS THE CONTRACTOR MAY ENCOUNTER. THE CONTRACTOR'S SUBMITTEDAND ACCEPTED CAMERA TYPES WILL DETERMINE THE EXACT MOUNTINGHARDWARE AND METHODS REQUIRED FOR EACH CAMERA LOCATION.2. THE CONTRACTOR SHALL PROVIDE ALL HARDWARE, MATERIALS, COMPONENTSAND LABOR TO INSTALL EVERY CAMERA AT THE LOCATIONS SHOWN ON PLANS.3. FOR EACH LOCATION, THE CONTRACTOR SHALL CONSULT THE ACCEPTEDCAMERA TYPE MANUFACTURER FOR THE REQUIRED MOUNTING HARDWARE ANDMOUNTING METHODS. WHERE REQUIRED, ALTERNATIVE METHODS NOT SHOWN INTHESE DETAILS OR SUPPORTED BY THE MANUFACTURER MAY BE SUBMITTED FORACCEPTANCE BY THE ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR.4. ALL CAMERAS SHALL BE FED FROM CAT6 UTP STATION CABLE FROM THE COMMROOM SHOWN ON THE PLANS. PROVIDE CAT6 PATCH CABLE WHERE REQUIRED.5. POE/POE+ MID-SPAN INJECTOR'S SHALL BE PROVIDED FOR ALL APPLICABLECAMERA TYPES.6. COORDINATE THE FINAL LOCATION OF ALL CAMERAS AND SUPPORTINGMATERIALS AND DEVICES WITH APPLICABLE TRADES AS WELL AS WITH SAA ANDTHE RPR.7. CAMERAS AND CAMERA HARDWARE SHALL NOT BE PURCHASED PRIOR TO 90DAYS BEFORE INSTALLATION.5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01TA300CCTV DETAILSCONFORMED SET377
ACCESS CONTROL SYSTEM (ACS) NOTES:1.THE CONTRACTOR SHALL NOTIFY THE SANFORD AIRPORT AUTHORITY 48 HOURSPRIOR TO BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL EQUIPMENTNECESSARY FOR A TURN-KEY OPERATION OF PROPOSED AND REPLACEMENT OFACCESS CONTROL EQUIPMENT. THIS INCLUDES BUT IS NOT LIMITED TO: DOORCONTROLLER UNITS, CARD READERS, KEYPADS, SCRAMBLE PADS, ELECTRICPANIC BARS, MAGNETIC LOCKS, BALANCED MAGNETIC SWITCH (DOORCONTACTS), POWER SUPPLIES, ALL ASSOCIATED MOUNTING HARDWARE,CONDUIT, CABLING, JUNCTION BOXES, ETC.3. ALL EXPOSED CABLES INSTALLED SHALL BE ENCLOSED IN A CONDUIT.4. ANY SCHEDULED DOWNTIME OF SECURITY RELATED EQUIPMENT MUST BESUBMITTED FOR APPROVAL IN WRITING OR BY EMAIL TO THE SANFORD AIRPORTAUTHORITY PRIOR TO COMMENCING WORK.5. PROPER INSTALLATION AND OPERATION OF ALL PROPOSED WORK SHALL BEDEMONSTRATED TO THE SANFORD AIRPORT AUTHORITY. ALL TESTING SHALL BECOORDINATED WITH THE SANFORD AIRPORT AUTHORITY AND COMPLETED FROMAN EXISTING OMNICAST CLIENT WORKSTATION.6. THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. INTHE EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THEPROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE CONTRACTORSHALL NOTIFY THE SANFORD AIRPORT AUTHORITY IMMEDIATELY AND PRIOR TOANY FURTHER WORK ACTIVITY.7. THE CONTRACTOR SHALL EXERCISE ALL APPROPRIATE SAFETY MEASURES WHENWORKING IN OR AROUND AREAS OF OVERHEAD ELECTRICAL/TRANSMISSIONLINES OR UNDERGROUND UTILITIES.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PROPOSEDEQUIPMENT DURING CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALLMAINTAIN ALL EXISTING EQUIPMENT THAT IS IDENTIFIED TO BE EITHER MODIFIEDOR RECONFIGURED AS A PART OF THIS PROJECT. THIS WILL INCLUDE ALLCABLING THAT IS EITHER CHANGED OR ADDED AS A PART OF THIS PROJECT. THECONTRACTOR SHALL BE RESPONSIBLE FOR RESPONDING TO ALL TROUBLECALLS. UPON RESPONSE, THE CONTRACTOR SHALL DETERMINE WHETHER THEPROBLEM IS RELATED TO THE MAINTENANCE RESPONSIBILITIES AS OUTLINEDABOVE. IF NOT, THE CONTRACTOR SHALL NOTIFY A SANFORD AIRPORTAUTHORITY REPRESENTATIVE IMMEDIATELY VIA CELL PHONE SO THAT THEAUTHORITY'S MAINTENANCE CONTRACTOR CAN RESPOND. ALL TROUBLE CALLSSHALL BE RESPONDED TO WITHIN 4 HOURS AND ALL REPAIRS SHALL BE MADEWITHIN 24 HOURS. IF THESE RESPONSE TIMES ARE NOT MET, THE AUTHORITYRESERVES THE RIGHT TO MOBILIZE ITS MAINTENANCE CONTRACTOR TO MAKETHE REPAIRS. THE AUTHORITY RESERVES THE RIGHT TO BACK CHARGE THECONTRACTOR FOR ALL REPAIRS AND THAT AMOUNT WILL BE DEDUCTED FROMTHIS CONTRACT. THE RESPONSIBILITIES AS OUTLINED ABOVE SHALL BE INEFFECT FROM NOTICE TO PROCEED UNTIL FINAL ACCEPTANCE.9. THE WORK AREA SHALL BE RESTORED TO PRE-WORK CONDITIONS.10. THE CONTRACTOR SHALL MAINTAIN THE EXISTING FIBER OPTIC NETWORK WITHINTHE LIMITS OF CONSTRUCTION. AT NO TIME SHALL THERE BE ANY LOSS OFCOMMUNICATIONS OR DATA ALONG THE AIRPORT FIBER OPTIC NETWORK.11. UPON FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL FORWARDA COMPLETE SET OF AS-BUILT PLANS PER SPECIFICATION 280500 TO THEENGINEER. THE AS-BUILTS SHALL CONTAIN ACCURATELY DIMENSIONEDLOCATIONS FOR ACS LOCATIONS. THE AS-BUILT PLANS SHALL INCLUDE A RECORDOF ACS MOUNTING TYPE, PORT ASSIGNMENTS, AND NETWORK CONNECTIONTYPE.15. THE CONTRACTOR SHALL PROVIDE ALL CONDUCTORS, CONDUITS, JUNCTIONBOXES, SERVICE POINTS, AND CONTROLLER BOXES, POWER DEVICES, MOUNTINGACCESSORIES, MOUNTING HARDWARE, ETC. REQUIRED TO PROVIDE A COMPLETE,FUNCTIONAL AND WORKING ACCESS CONTROL SYSTEM COMPRISED OVER THELOCATIONS SHOWN IN THE PLANS.16. DECOMMISSIONED EQUIPMENT SHALL BE RETURNED TO THE AUTHORITY. THEAUTHORITY MUST APPROVE THE DISPOSAL OF ANY EQUIPMENT.17. LOCATIONS TO BE DETERMINED AND APPROVED BY THE SANFORD AIRPORTAUTHORITY.CNTRLCOMMSECRSIDALEGENDCD - CONTROLLED DOORNUMBERSIDA - SECURITY IDENTIFICATIONDISPLAY AREA CONTROLLEDDOOR NUMBERSAAD - SECURED AREA ACCESSDOOR NUMBERCR - COMMUNICATIONS ROOMACCESS CONTROLLED DOORNUMBER#DOR =#RDR =#RQE = M8 DTC #017112MODULE TYPECONTROLLER NAME# CONTROLLED DOORS# CARD READERS# REQUEST TO EXIT#DOR =#RDR =#RQE = M8 DTC #017112MODULE TYPECONTROLLER NAME# CONTROLLED DOORS# CARD READERS# REQUEST TO EXITDTC00DTC00DTC00DOOR CONTROLLER UNITCONTROLLER UNITINTERFACED WITH DOORDTC00DOOR CONTROLLER UNITCONTROLLER UNITINTERFACED WITH DOORNNEW / PROPOSED DOOR ORDOOR CONTROLLERDEMOLITION OF DOOR, DOORCONTROLLER AND APPURTENANCESPROPOSED:AND OR SCRAMBLE PADSEXISTING:FUTURE OR SPARE DOOR CONTROLSEE DTC DETAIL SHEETSDTC005555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01TY001ACS NOTES AND SYMBOL LEGENDSHEET NUMBERINGX-TYXXXPHASE #EXISTING =1PROPOSED=2FLOOR #BUILDING SECTORCONFORMED SET378
EXISTING BAREXISTING RESTAURANTEXISTING AREA N.I.C.TY110 NORTH1ACS EXISTING OVERALL 1ST FLOOR PLAN1/64" = 1'-0"ACS EXISTING OVERALL 1ST FLOORPLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TY110AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET379
CNTRL CNTR1106DTC01DTC01DTC01DTC71DTC01DTC02DTC01#DOR =#RDR =#RQE = M8 DTC #17112EL1 L21162DTC02DTC01CHECKPOINT B98P1147B1129DTC01DTC02DTC021179DTC0111731173A1150EL1 L11147ACS EXISTING AND DEMO 1ST FLOOR PLAN1-TY1121ACS EXISTING AND DEMO 1ST FLOOR PLAN1/16" = 1'-0"1-TY112 NORTH5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET380
DTC02DTC03COMMRM "F"CNT
R 11061288DTC711139128212761142C11143#DOR =#RDR =#RQE = M8 DTC #27110#DOR =#RDR =#RQE = M8 DTC #3791#DOR =#RDR =#RQE = M8 DTC #71360DTC011134DTC02DTC02DTC03DTC03DTC03DTC03DTC03DTC71DTC01DTC01DTC71DTC01DTC02EL1 L2DTC0298P1147B1129DTC01DTC02DTC021179DTC0111731173A1150EL1 L111475555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809ACS EXISTING AND DEMO 1ST FLOOR PLAN1-TY1131ACS EXISTING AND DEMO 1ST FLOOR PLAN1/16" = 1'-0"1-TY113 NORTHCONFORMED SET381
EXISTING AREA N.I.C.DTC08DTC09DTC10DTC11DTC07DTC06COMMRM BSAA CBPCOMM RMC21310C101303142814161414C7142414081406140414021434A15321406A1506EL613281574130113021304#DOR =#RDR =#RQE = M8 DTC #108120#DOR =#RDR =#RQE = M8 DTC #11670#DOR =#RDR =#RQE = M8 DTC #8480#DOR =#RDR =#RQE = M8 DTC #96111#DOR =#RDR =#RQE = M8 DTC #68110#DOR =#RDR =#RQE = M8 DTC #78132DTC26DTC07DTC06DTC06DTC07DTC07DTC061300DTC06DTC06DTC06DTC06DTC07DTC08DTC07DTC07DTC07DTC08DTC09DTC09DTC10DTC11DTC11DTC11DTC11ACS EXISTING AND DEMO 1ST FLOOR PLAN1-TY115 NORTH1ACS EXISTING AND DEMO 1ST FLOOR PLAN1/16" = 1'-0"1-TY1155555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET382
DN.DN.551DOOR TAGS000 SERIESJACK H36EXT 7941JACK H64EXT 7942JACK H25EXT 7943JACK H65EXT 7944JACK G74EXT 7945JACK E4EXT 7946JACK E3EXT 7947GTY120 NORTH1ACS EXISTING OVERALL 2ND FLOOR PLAN1/64" = 1'-0"ACS EXISTING OVERALL 2ND FLOORPLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TY120AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET383
JACK H36EXT 7941JACK H64EXT 7942JACK H25EXT 7943211821122106212021022123EL1213121292125J011J01221152111211021132107210521042101212721362141ACOMM RM "H1"COMM RM "H2"COMM RM "H3"JETWAY12JETWAY11DTC15DTC15DTC15DTC15DTC15DTC15DTC78DTC78DTC16DTC13DTC12DTC13DTC13DTC12DTC13DTC13DTC78DTC78DTC86DTC85DTC78DTC78DTC78DTC15DTC78DTC16DTC12DTC13DTC86DTC85#DOR =#RDR =#RQE = M2 DTC #86120#DOR =#RDR =#RQE = M2 DTC #85120#DOR =#RDR =#RQE = M8 DTC #156120#DOR =#RDR =#RQE = M8 DTC #787112#DOR =#RDR =#RQE = M8 DTC #16110#DOR =#RDR =#RQE = M8 DTC #135120#DOR =#RDR =#RQE = M8 DTC #12240ACS EXISTING AND DEMO 2ND FLOOR PLAN1-TY1221ACS EXISTING AND DEMO 2ND FLOOR PLAN1/16" = 1'-0"1-TY122 NORTH5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET384
JACK H25EXT 7943JACK H65EXT 79442211DTC182220DTC172102EL1
213129210162141ACOM
M
R
M "
H1"
RM "
H2"DTC15DTC15DTC78TC78DTC16DTC78DTC15DTC78DTC16#DOR =#RDR =#RQE = M8DTC #787112#DOR =#RDR =#RQE =
M8 DTC #16110ACS EXISTING AND DEMO 2ND FLOORPLAN1-TY123 NORTH1ACS EXISTING AND DEMO 2ND FLOOR PLAN1/16" = 1'-0"1-TY1235555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET385
JACK G74EXT 7945JACK E4EXT 7946JACK E3EXT 7947G220822042201COMM RM TSACOMM RM GDTC17DTC182230B220722062202#DOR =#RDR =#RQE = M8 DTC #177140#DOR =#RDR =#RQE = M8 DTC #187120DTC17DTC17DTC17DTC17DTC19DTC19DTC192210DTC182222DTC172264DTC182266DTC182223DTC17ACS EXISTING AND DEMO 2ND FLOOR PLAN1-TY124 NORTH1ACS EXISTING AND DEMO 2ND FLOOR PLAN1/16" = 1'-0"1-TY1245555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET386
DN.DN.COMMRM D1COMMRM DCOMMRM IEL6D14DTC21DTC22DTC23DTC24DTC25DTC2623322343A24112414241224062410233023252324#DOR =#RDR =#RQE = M8 DTC #146102DTC14DTC14DTC14DTC14DTC142310DTC142248DTC18DTC19DTC19DTC19DTC19STAIR 2#DOR =#RDR =#RQE = M8 DTC #196111#DOR =#RDR =#RQE = M8 DTC #216120#DOR =#RDR =#RQE = M8 DTC #226120#DOR =#RDR =#RQE = M8 DTC #236111#DOR =#RDR =#RQE = M8 DTC #246120#DOR =#RDR =#RQE = M8 DTC #256120#DOR =#RDR =#RQE = M8 DTC #26360DTC23DTC232471DTC27ACS EXISTING AND DEMO 2ND FLOOR PLAN1-TY125 NORTH1ACS EXISTING AND DEMO 2ND FLOOR PLAN1/16" = 1'-0"1-TY1255555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET387
UNKRESTRICTED AREAKEEPOUTREF.UPUPDWEXISTING ELECTRICALB1-19 OPEN OFFICE AREAB1-18
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B1-27CONFE
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B1-19EXISTING MECHANICALB1-36EXIST
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B1-37EXISTING MENS ROOMB1-38EXISTIN
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B1-41EXISTING ELECTRICALB1-39EXISTING ITB1-44EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52EXISTING ELECTRICALB1-53EXISTING ITB1-52
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FP-06MECHANICAL ROOMA1-51 FIRE RISERS1-04ASECURITY EXITFIS-14ITFIS-1
3
EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03SAA STORAGEFIS-11ELECTRICAL ROOMB1-19AFIRE RISER ROOMLD-22 TY210 NORTH1ACS PROPOSED OVERALL 1ST FLOOR PLAN1/64" = 1'-0"ACS PROPOSED OVERALL 1STFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TY210AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET388
RESTRICTEDAREAKEEPOUTREF.DWLOADING DOCKLD-1COOLERLD-3RESTROOMLD-2HVACLD-4OFFICELD-6RESTROOMLD-7STORAGELD-9BADGINGLD-5INTERVIEWLD-10HVACLD-11RECEPTIONLD-8OFFICELD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14ARMSLD-15ITLD-16RESTROOMLD-13SHOWERLD-12STORAGELD-17STORAGELD-9FIRE RISER ROOMLD-22B102ADTC11.5NLOADING DOCKCOMM ROOM (LD)B102NDTC11.5COMM ROOMLOADING DOCK (LD)LS EGRESSB102ADTC11.5NLOADING DOCKCOMM ROOM (LD)B102NDTC11.5COMM ROOMLOADING DOCK (LD)LS EGRESS1-TY211E1NEW LOADING DOCKACS PROPOSED 1ST FLOOR PLAN1-TY211 NORTH1ACS PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"1-TY2115555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET389
REF.DWLOADING DOCKLD-1COOLERLD-3RESTROOMLD-2HVACLD-4OFFICELD-6RESTROOMLD-7STORAGELD-9BADGINGLD-5INTERVIEWLD-10HVACLD-11RECEPTIONLD-8OFFICELD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14ARMSLD-15ITLD-16RESTROOMLD-13SHOWERLD-12STORAGELD-17STORAGELD-9FIRE RISER ROOMLD-22LD8ALD6LD14NNNNLD100LD15DTC11.4LD1LD101#DOR =#RDR =#RQE = 057DTC11.4M8LOADING DOCKCOMM ROOM (LD)NNNDTC11.4DTC11.4DTC11.4DTC11.4DTC11.4DTC11.4DTC11.4LD16NLD5NDTC11.4LS EGRESSLS EGRESSLS EGRESSLS EGRESSLS EGRESSACS PROPOSED 1ST FLOOR ENLARGED PLAN1-TY211E NORTH1ACS PROPOSED 1ST FLOOR ENLARGED PLAN1/4" = 1'-0"1-TY211E5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01CONFORMED SET390
UPRECEIVING AREAB1-11CANOPY 1B1-58OFFICEB1-12EXISTING LOADING DOCKB1-13ELEVATOR 5B1-14RoomB1-001147R10011291134DTC71DTC01DTC71DTC02NNNN1147R10011291134DTC71DTC01DTC71DTC02NNNNACS PROPOSED 1ST FLOOR PLAN1-TY2121ACS PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"1-TY212 NORTH5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET391
UNKUPEXISTING ELECTRICALB1-19OPEN OFFICE AREAB1-18STORAGEB1-17BCONFERENCE ROOMB1-19EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52EXISTING ELECTRICALB1-53EXISTING ITB1-52RECEIVING AREAB1-11EXISTING TICKETINGB1-10OUTBOUND BAGB1SECURITY SCREENINGB1-26FAMILY RESTROOMB1-04CORRIDORB1-09WOMENS ROOMB1-05MENS ROOMB1-06JANITOR / ELECTRICAL / MECHANICALB1-01CANOPY 2B1-59CANOPY 1B1-58OFFICEB1-20CORRIDORB1-16ANEW TICKETING AREAB1-07CORRIDORB1-51OFFICEB1-12EXISTING LOADING DOCKB1-13ELEVATOR 5B1-14BAG RUNWAYB1-03BAGGAGE ENCLOSUREB1-08BAGGAGE MAKE UP AREAB1-02ELECTRICAL ROOMB1-19ADTC02DTC03DTC71B102ADTC03DTC11.5NDTC11.5B108ADTC11.5B108B#DOR =#RDR =#RQE = 344DTC11.6M8DTC11.6NNNB108DTC11.5NCOMM ROOM F(F)1147R100
11291134DTC71DTC01DTC71DTC02NNNNB102BDTC11.5NB103DTC11.5NLS EGRESSLS EGRESSLS EGRESSB116A5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809ACS PROPOSED 1ST FLOOR PLAN1-TY2131ACS PROPOSED FIRST FLOOR PLAN1/16" = 1'-0"1-TY213 NORTHCONFORMED SET392
CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGGAGE CLAIM 3FP1-03KITCHENBC3-06ELEVATORFP2-23SCREENING EXPANSION 1ST FLOORFP1-01STAIRSFP1-04OFFICES / IT ROOMBC3-05FAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02STORAGEBC3-01HVACBC3-07FIRE RISER ROOMFP-06SECURITY EXITFIS-14ITFIS-13EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03SAA STORAGEFIS-11DTC08DTC09DTC10DTC11DTC07DTC06BC307DTC071328BDTC08FIS15DTC10FIS13NDTC03NNCOMM ROOM CBPCOMM ROOMEXIT SENTRY(ES)NACS PROPOSED 1ST FLOOR PLAN1-TY215 NORTH1ACS PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"1-TY2155555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET393
UNKRESTRICTED AREAKEEPOUTREF.UPUPDWEXISTING ELECTRICALB1-19 OPEN OFFICE AREAB1-18
STORA
G
E
B1-17BBREAK
R
O
O
M
B1-27CONFE
R
E
N
C
E
R
O
O
M
B1-19EXISTING MECHANICALB1-36EXIST
I
N
G
W
O
M
E
N
S
R
O
O
M
B1-37EXISTING MENS ROOMB1-38EXISTIN
G
J
A
N
I
T
O
R
B1-42EXISTIN
G
I
T
B1-41EXISTING ELECTRICALB1-39EXISTING ITB1-44EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52EXISTING ELECTRICALB1-53EXISTING ITB1-52
RECEIVING AREAB1-11EXISTING TICKETINGB1-10ELEVATOR 4B1-49ELEVA
T
O
R
3
B1-48OUTBOUND BAGGAGE EXTERIORB1-61SECURITY SCREENINGB1-26SECURITY SCREENINGB1-26
FAMILY RESTROOMB1-04CORR
I
D
O
R
B1-09WOMENS ROOMB1-05MENS ROOMB1-06
JANITOR / ELECTRICAL / MECHANICALB1-01EXIS
T
I
N
G
M
E
C
H
A
N
I
C
A
L
R
O
O
M
A1-05WOMENS ROOMA1-04JANI
T
O
R
A1-03MENS ROOMA1-02FAMILY RESTROOMA1-01EXISTING ITA1-14EXIS
T
I
N
G
I
T
A1-15ELEVATOR 1A1-1
1
MENS R
O
O
M
A1-17WOMENS ROOMA1-18ELEV
A
T
O
R
R
O
O
M
A1-13EXIST
I
N
G
M
E
C
H
A
N
I
C
A
L
R
O
O
M
A1-19
EXIST
I
N
G
I
T
A1-20CORRIDORA1-16IT L
A
B
O
R
A
T
O
R
Y
A1-21IT OFFICE 2A1-24
IT OFFICE 1A1-23OFFICEA1-3
7
MECH
A
N
I
C
A
L
R
O
O
M
A1-33OPEN
W
O
R
K
A
R
E
A
A1-35EXISTING OFFICEA1-47 BREAK ROOM A1-46EXISTING STORAGE ROOM A1-44POD 1S1-01 EXISTING MECHANICAL ROOMA1-45 ALPHA STORAGEA1-43CORRIDORA1-11JANITOR A1-10FAMILY RESTROOMA1-09WOMENS ROOMA1-08 MENS ROOMA1-07INBO
U
N
D
B
A
G
G
A
G
E
C
L
A
I
M
A1-06POD 2 S1-06POD 3S1-10RESTROOMA1-48RESTROOMA1-49
CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGG
A
G
E
C
L
A
I
M
3
FP1-03KITCHENBC3-06
CANOP
Y
2
B1-59CANOPY 1B1-58LOAD
I
N
G
D
O
C
K
LD-1COOLERLD-3
RESTR
O
O
M
LD-2HVACLD-4 OFFICELD-6RESTROOMLD-7
STORAGELD-9 BADG
I
N
G LD-5INTE
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V
I
E
W
LD-10HVACLD-11RECEPTIONLD-8
OFFIC
E
LD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORR
I
D
O
R
LD-14ARMSLD-15IT LD-16RESTROOMLD-13SHOWERLD-12
STORAGELD-17OFFICEB1-28
OFFICEB1-20CORRIDORB1-16ASTORAGELD-9NEW TICKETING AREAB1-07COVERED AREAA1-42
CORRIDOR S1-05CORRIDORS1-09ELEV
A
T
O
R
2
A1-12FAMILY RESTROOMB1-46
STOR
A
G
E
B1-47CORR
I
D
O
R
B1-51OFFI
C
E B1-12EXISTING LOADING DOCKB1-13
ELEVA
T
O
R
5
B1-14BAG RUNWAYB1-03
BAGGAGE ENCLOSUREB1-08ELEVATORFP2-2
3
SCREENING EXPANSION 1ST FLOORFP1-01STAIR
S
FP1-04OFFIC
E A1-36CORRIDORA1-34
OFFI
C
E A1-39STORAGEA1-40OFFICEA1-28OFFICEA1-29OFFICEA1-30 IT OFFICE 3A1-22ELECTRICAL S1-03 ITS1-04IT S1-08ITS1-11CORRIDOR S1-09BAGGAGE MAKE UP AREAB1-02
CANO
P
Y A1-41RoomB1-00 CANOPY 3B1-60OFFICEB1-22STORAGEB1-40OFFICEA1-38OFFICEA1-27OFFICEA1-3
1
OFFIC
E
A1-32OPEN WORK AREAA1-26IT ROOMA1-5
0 13'-0"OFFICE
S
/
I
T
R
O
O
M
BC3-05FAMILY RESTROOMBC3-04
FAMIL
Y
R
E
S
T
R
O
O
M
BC3-03STORAGEBC3-
0
2STORAGEBC3-01HVAC BC3-07RESTROOMS1-07 HVAC S1-02
FIRE
R
I
S
E
R
R
O
O
M
FP-06MECHANICAL ROOMA1-51 FIRE RISERS1-04ASECURITY EXITFIS-14ITFIS-1
3
EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03SAA STORAGEFIS-11ELECTRICAL ROOMB1-19AFIRE RISER ROOMLD-22 TY220 NORTH1ACS PROPOSED OVERALL 2ND FLOOR PLAN1/64" = 1'-0"ACS PROPOSED OVERALL 2NDFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TY220AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET394
TableTableTableTableTableTableTableUPITB2-20DTC15JETWAY11JETWAY12DTC13DTC12JETWAY13JETWAY142131DTC78NDTC85DTC86JETWAY15JETWAY16COMM ROOM H3H2(H2)H1DTC78DTC16ACS OVERALL 2ND FLOOR PLAN1-TY2221ACS OVERALL 2ND FLOOR PLAN1/16" = 1'-0"1-TY222 NORTH5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET395
Table
Table
Table
UP2210DTC18NDTC152131DTC78N H2(H2)H1DTC78DTC16ACS OVERALL 2ND FLOOR PLAN1-TY223 NORTH1ACS OVERALL 2ND FLOOR PLAN1/16" = 1'-0"1-TY2235555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET396
29'-8"29'-1"11'-1012'-4"12'-5"12'-4"5'-3"10'-10"3'-8"2'4'-1"4'-8"3'-5"8'-8" 8'-1"5'3'1'-6"6'10'-3"TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXITBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT TDC/CATTDC/CATTDC/CATTDC/CATAVSETDBLSAVSAVSETDBLSETDBLSAVS2LADA GATEWTMDCEIA12ETDETD
LL43L3
2LADA GATEWTMDCEIA1TSA IT CABINETB2-07EXISTING MECHANICAL ROOMB2-01SECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08WOMENS ROOMB2-04MENS ROOMB2-05RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PASSENGER WAITING AREAB2-13ELEVATOR 3B1-48ELEVATOR 4B1-49PENTHOUSEB2-16BAGGAGE CLAIM ROOFB2-17CORRIDORB2-18SAA ITB2-09JANITORB2-06SECURITY CHECKPOINT SCREENINGB2-12OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11B121'-1"D17D18B209#DOR =#RDR =#RQE = M8 DTC #1761012#DOR =#RDR =#RQE = M8 DTC #18471DTC19COMM RM TSAJETWAY 102266DTC18B208DTC17NNNNB203DTC17NNNNDTC14B203ANN2202DTC17COMM G MCR(CG2)STAIR 2LS EGRESSLS EGRESSACS OVERALL 2ND FLOOR PLAN1-TY224 NORTH1ACS OVERALL 2ND FLOOR PLAN1/16" = 1'-0"1-TY2245555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET397
"28'-5"2'5'-10"12'-4"11'-2"12'-4"0"10'1'-6"2'-7"5'-7"4'7'-6"1'-6"1'-6"6"12'-9"9'-7"TDC #8TDC #7TDC #6TDC #5BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT TDC/CATTDC/CATTDC/CATTDC/CATAVSETDBLSAVSAVSAVSETDBLSETDETD4L3L3
2LADA GATEWTMDCEIA12LADA GATEWTMDCEIA1EXISTING MECHANICALA2-03PSRB2-15EXPANDED SCREENING AREAB2-14CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-03OFFICEFP2-04OFFICEFP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-07OFFICEFP2-09RECEPTIONFP2-10RESTROOMFP2-12ELECTRICALFP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTROOMFP2-16RoomFP2-17OFFICEFP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-22ELEVATORFP2-23STAIRSFP1-04EXPANDED SCREENING AREAB2-14D14DTC21DTC22DTC23DTC24DTC25DTC26DTC14B219DTC18DTC19STAIR 2N2310NCOMM ROOM D(D)COMM ROOM D+(D+)COMM ROOM I(I)LS EGRESSLS EGRESSLS EGRESSLS EGRESSACS OVERALL 2ND FLOOR PLAN1-TY225 NORTH1ACS OVERALL 2ND FLOOR PLAN1/16" = 1'-0"1-TY2255555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET398
SECURE SIDENON-SECURE SIDESCRAMBLEPAD42DOORINTERFACEBOXCEILING (WHERE PROVIDED)TYPE ASCRAMBLEPAD32DIB4" SQUAREBOX, TYP.4MAG LOCK5177TO COMMUNICATION ROOMPUSH TO EXITSECURE SIDENON-SECURE SIDE DELAYED EGRESS HARDWARE,LOCKSET, WITH DOOR POSITIONSWITCH & REQUEST TO EXIT(BY HARDWARE PROVIDER)POWER TRANSFER HINGE(BY HARDWARE PROVIDER)42SCRAMBLE PADSCRAMBLE PADDOORINTERFACEBOXTYPE BCEILING (WHERE PROVIDED)DIB244" SQUAREBOX, TYP.3MAG LOCK5171TO COMMUNICATION ROOMKEY NOTES:ACCESS CONTROL CABLE SHALL BE A SINGLEBUNDLE CABLE TO JOIN LOCK POWER, DOORCONTACT, CARD READER, AND EXIT DEVICESWIRING INTO A SINGLE CABLE. CABLE SHALL BEPLENUM RATED. PROVIDE PROFUSION ACCESSCONTROL CABLE OR APPROVED EQUAL.SUPPORT CABLE ON EXISTING J-HOOKS ANDCABLE TRAY.3/4" CONDUIT (CONCEALED) WITH WIRING FORLOCK POWER SUPPLY AND MAGNETIC BONDSENSOR.3/4" CONDUIT (CONCEALED) WITH SHIELDEDCABLING FOR CARD READERS COMMUNICATIONDOOR INTERFACE BOX SHALL CONTAIN DTLM-2LINE MODULE FOR MONITORING DOOR POSITIONAND TERMINAL BLOCK FOR TERMINATINGACCESS CONTROL CABLE.MAG LOCK TO BE PROVIDED WITH INTEGRALMAGNETIC BOND SWITCH IN LIEU OF DOORPOSITION SWITCHES. MOV TO BE PROVIDED WITHMAG LOCK.PROVIDE WIRING FOR CONNECTION TO FIREALARM SYSTEM FOR DE-ENERGIZING MAGNETICLOCKS PER NFPA 101.SCRAMBLE PADS SHALL BE BUSED TOGETHERPER MANUFACTURE REQUIREMENTS FORCOMMUNICATION TO ACP. ALL SCRAMBLE PADSSHALL BE PROVIDED WITH INTEGRAL CARDREADERS AND MOUNTED IN APPROPRIATEMOUNTING BOX.REFER TO DRAWINGS FOR QUANTITY OF DOORSWIRED TO EACH COMMUNICATION ROOM. SIZEACCESS CONTROL PANELS AND AUX. POWERSUPPLY ACCORDINGLY.12345678TO FACPAUX.PSAUXILIARY POWER SUPPLY6ACPACCESS CONTROL PANELCOMMUNICATION ROOMTO DIB18COMMUNICATIONROOM1. DOOR DETAILS ARE DIAGRAMMATIC AND NOT SHOWN TO SCALE. THEINTENT OF THE DOOR DETAILS IS TO SHOW THE TYPICALCONFIGURATION OF EACH ACCESS CONTROLLED DOOR TYPE.2. SOME DOORS MAY SWING OPPOSITE OF THE DIRECTION SHOWN. THECONTRACTOR SHALL ADJUST THE FIELD DEVICES TO MATCH ANYDOOR SWING DIRECTION.3. NOT ALL CONDUITS, JUNCTION BOXES, AND DEVICES REQUIRED FOR AFULLY FUNCTIONING DOOR TYPE ARE SHOWN. THE CONTRACTORSHALL PROVIDE ALL MATERIALS, DEVICES AND LABOR TO COMPLETE AFULLY FUNCTIONING ACS DOOR LOCATION TO THE SATISFACTION OFTHE OWNER.4. WIRE AND CABLES ARE SHOWN AS MINIMUM REQUIREMENTS. ALLCABLING SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS. ALL CABLING SHALL BE SIZEDBASED ON CABLE DISTANCE AND VOLTAGE DROP.5. ALL FIELD DEVICES, CONTROLLERS, SWITCHES, POWER SUPPLIES,ETC. SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.6. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT FOR ALLDOOR HARDWARE REQUIREMENTS AND LOCATIONS.7. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND DOOR FRAME. NOSURFACE MOUNTED CONDUITS SHALL BE PERMITTED WITHOUT PRIORREVIEW BY THE ENGINEER AND ARCHITECT.8. REFER TO SPECIFICATION 280500 AND 281300 FOR MOREINFORMATION.GENERAL NOTES:TY300ACS DETAILS5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATEDESCRIPTIONBYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01ADDENDUM #38/25/171SDREVISED SHEET3CONFORMED SET399
PUSH TO EXITDIB4" SQUAREBOX, TYP.SCRAMBLE PAD DELAYED EGRESS HARDWARE,LOCKSET, WITH DOOR POSITIONSWITCH & REQUEST TO EXIT(BY HARDWARE PROVIDER)SCRAMBLE PADPOWER TRANSFER HINGE(BY HARDWARE PROVIDER)PUSH TO EXITCEILING (WHERE PROVIDED)42SECURE SIDENON-SECURE SIDETYPE D2411TO COMMUNICATION ROOM3MAG LOCK577SECURE SIDENON-SECURE SIDE4" SQUAREBOX, TYP.SCRAMBLE PADDOORINTERFACEBOXTYPE CSCRAMBLE PADCEILING (WHERE PROVIDED)42DIB32MAG LOCK5411TO COMMUNICATION ROOM771. DOOR DETAILS ARE DIAGRAMMATIC AND NOT SHOWN TO SCALE. THEINTENT OF THE DOOR DETAILS IS TO SHOW THE TYPICALCONFIGURATION OF EACH ACCESS CONTROLLED DOOR TYPE.2. SOME DOORS MAY SWING OPPOSITE OF THE DIRECTION SHOWN. THECONTRACTOR SHALL ADJUST THE FIELD DEVICES TO MATCH ANYDOOR SWING DIRECTION.3. NOT ALL CONDUITS, JUNCTION BOXES, AND DEVICES REQUIRED FOR AFULLY FUNCTIONING DOOR TYPE ARE SHOWN. THE CONTRACTORSHALL PROVIDE ALL MATERIALS, DEVICES AND LABOR TO COMPLETE AFULLY FUNCTIONING ACS DOOR LOCATION TO THE SATISFACTION OFTHE OWNER.4. WIRE AND CABLES ARE SHOWN AS MINIMUM REQUIREMENTS. ALLCABLING SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS. ALL CABLING SHALL BE SIZEDBASED ON CABLE DISTANCE AND VOLTAGE DROP.5. ALL FIELD DEVICES, CONTROLLERS, SWITCHES, POWER SUPPLIES,ETC. SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.6. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT FOR ALLDOOR HARDWARE REQUIREMENTS AND LOCATIONS.7. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND DOOR FRAME. NOSURFACE MOUNTED CONDUITS SHALL BE PERMITTED WITHOUT PRIORREVIEW BY THE ENGINEER AND ARCHITECT.8. REFER TO SPECIFICATION 280500 AND 281300 FOR MOREINFORMATION.GENERAL NOTES:KEY NOTES:ACCESS CONTROL CABLE SHALL BE A SINGLEBUNDLE CABLE TO JOIN LOCK POWER, DOORCONTACT, CARD READER, AND EXIT DEVICESWIRING INTO A SINGLE CABLE. CABLE SHALL BEPLENUM RATED. PROVIDE PROFUSION ACCESSCONTROL CABLE OR APPROVED EQUAL.SUPPORT CABLE ON EXISTING J-HOOKS ANDCABLE TRAY.3/4" CONDUIT (CONCEALED) WITH WIRING FORLOCK POWER SUPPLY AND MAGNETIC BONDSENSOR.3/4" CONDUIT (CONCEALED) WITH SHIELDEDCABLING FOR CARD READERS COMMUNICATIONDOOR INTERFACE BOX SHALL CONTAIN DTLM-2LINE MODULE FOR MONITORING DOOR POSITIONAND TERMINAL BLOCK FOR TERMINATINGACCESS CONTROL CABLE.MAG LOCK TO BE PROVIDED WITH INTEGRALMAGNETIC BOND SWITCH IN LIEU OF DOORPOSITION SWITCHES. MOV TO BE PROVIDED WITHMAG LOCK.PROVIDE WIRING FOR CONNECTION TO FIREALARM SYSTEM FOR DE-ENERGIZING MAGNETICLOCKS PER NFPA 101.SCRAMBLE PADS SHALL BE BUSED TOGETHERPER MANUFACTURE REQUIREMENTS FORCOMMUNICATION TO ACP. ALL SCRAMBLE PADSSHALL BE PROVIDED WITH INTEGRAL CARDREADERS AND MOUNTED IN APPROPRIATEMOUNTING BOX.REFER TO DRAWINGS FOR QUANTITY OF DOORSWIRED TO EACH COMMUNICATION ROOM. SIZEACCESS CONTROL PANELS AND AUX. POWERSUPPLY ACCORDINGLY.12345678TO FACPAUX.PSAUXILIARY POWER SUPPLY6ACPACCESS CONTROL PANELCOMMUNICATION ROOMTO DIB18COMMUNICATIONROOMTY301ACS DETAILS5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATEDESCRIPTIONBYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01ADDENDUM #38/25/171SDREVISED SHEET3CONFORMED SET400
SECURE SIDENON-SECURE SIDETYPE HDIB4" SQUAREBOX, TYP.CARD READER,REFER TO SPECSECTION 281300CEILING (WHERE PROVIDED)CONDUIT TO ELEVATOR MECHANICALROOM AND ELEVATOR CONTROLPANEL.42TO NEAREST COMM ROOM1" CONDUIT (CONCEALED WHERE POSSIBLE) TO ACCESS CONTROL PANEAND POWER SUPPLY IN NEAREST COMM ROOM. PROVIDE BUNDLEDACCESS CONTROL CABLE. RUN CABLE THROUGH EXISTING J-HOOKS ANDCABLE TRAY WHEN IN THE PLENUM.1" CONDUIT (CONCEALED)WITH TWISTED SHIELD PAIRS WIRE FORSCRAMBLE PAD COMMUNICATION.1" CONDUIT FROM DIB TO ELEVATOR CONTROL WITH CABLING ASREQUIRED FOR INTERFACING.123'TYPE I' KEY NOTES:213COORDINATE LOCATIONOF READERS ADJACENT TOOPERATOR STATIONSCPLOWER SECURITYLUGGAGE CONVEYORHGIHER SECURITYPLAN VIEWHIGHERSECURITYLOWERSECURITYTOBAGGAGESYSTEMDPSSPSPDPSTYPE GDIBTICKET ISLAND/PUBLICAREASECURE OUTBOUNDBAGGAGE AREADOORINTERFACEBOXBAGGAGECONTROLPANEL/PLC1/2" CONDUIT (CONCEALED) WITH 1-2/C FOR DOOR POSITION SWITCH.ACCESS CONTROL CABLE BACK TO NEAREST COMMUNICATIONROOM. WHERE CABLE IS EXPOSED CONCEAL IN METAL CONDUIT. RUNCABLE THROUGH EXISTING CABLE TRAY AND J-HOOK WHEN IN THEPLENUM.1/2" CONDUIT WITH TWISTED SHIELD PAIRS CABLING FOR SCRAMBLEPAD COMMUNICATION.1" CONDUIT FROM DIB TO BAGGAGE HANDLING SYSTEM WITHCABLING AS REQUIRED FOR INTERFACING.1234241'TYPE H' KEY NOTES:SPSP31. DOOR DETAILS ARE DIAGRAMMATIC AND NOT SHOWN TO SCALE. THEINTENT OF THE DOOR DETAILS IS TO SHOW THE TYPICALCONFIGURATION OF EACH ACCESS CONTROLLED DOOR TYPE.2. SOME DOORS MAY SWING OPPOSITE OF THE DIRECTION SHOWN. THECONTRACTOR SHALL ADJUST THE FIELD DEVICES TO MATCH ANYDOOR SWING DIRECTION.3. NOT ALL CONDUITS, JUNCTION BOXES, AND DEVICES REQUIRED FOR AFULLY FUNCTIONING DOOR TYPE ARE SHOWN. THE CONTRACTORSHALL PROVIDE ALL MATERIALS, DEVICES AND LABOR TO COMPLETE AFULLY FUNCTIONING ACS DOOR LOCATION TO THE SATISFACTION OFTHE OWNER.4. WIRE AND CABLES ARE SHOWN AS MINIMUM REQUIREMENTS. ALLCABLING SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS. ALL CABLING SHALL BE SIZEDBASED ON CABLE DISTANCE AND VOLTAGE DROP.5. ALL FIELD DEVICES, CONTROLLERS, SWITCHES, POWER SUPPLIES,ETC. SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.6. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT FOR ALLDOOR HARDWARE REQUIREMENTS AND LOCATIONS.7. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND DOOR FRAME. NOSURFACE MOUNTED CONDUITS SHALL BE PERMITTED WITHOUT PRIORREVIEW BY THE ENGINEER AND ARCHITECT.8. REFER TO SPECIFICATION 280500 AND 281300 FOR MOREINFORMATION.GENERAL NOTES:TY302ACS DETAILS5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATEDESCRIPTIONBYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01ADDENDUM #38/25/171SDREVISED SHEET3CONFORMED SET401
DCMANUALRELEASECHAINPADLOCKFLOOR MOUNTEDMAGNETIC DOORCONTACTSCRAMBLE PAD42NON-SECURE SIDE4" SQUAREBOX, TYP.DIBDOORINTERFACEBOXTYPE I123TO COMM ROOM121. DOOR DETAILS ARE DIAGRAMMATIC AND NOT SHOWN TO SCALE. THEINTENT OF THE DOOR DETAILS IS TO SHOW THE TYPICALCONFIGURATION OF EACH ACCESS CONTROLLED DOOR TYPE.2. SOME DOORS MAY SWING OPPOSITE OF THE DIRECTION SHOWN. THECONTRACTOR SHALL ADJUST THE FIELD DEVICES TO MATCH ANYDOOR SWING DIRECTION.3. NOT ALL CONDUITS, JUNCTION BOXES, AND DEVICES REQUIRED FOR AFULLY FUNCTIONING DOOR TYPE ARE SHOWN. THE CONTRACTORSHALL PROVIDE ALL MATERIALS, DEVICES AND LABOR TO COMPLETE AFULLY FUNCTIONING ACS DOOR LOCATION TO THE SATISFACTION OFTHE OWNER.4. WIRE AND CABLES ARE SHOWN AS MINIMUM REQUIREMENTS. ALLCABLING SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS. ALL CABLING SHALL BE SIZEDBASED ON CABLE DISTANCE AND VOLTAGE DROP.5. ALL FIELD DEVICES, CONTROLLERS, SWITCHES, POWER SUPPLIES,ETC. SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.6. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT FOR ALLDOOR HARDWARE REQUIREMENTS AND LOCATIONS.7. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND DOOR FRAME. NOSURFACE MOUNTED CONDUITS SHALL BE PERMITTED WITHOUT PRIORREVIEW BY THE ENGINEER AND ARCHITECT.8. REFER TO SPECIFICATION 280500 AND 281300 FOR MOREINFORMATION.GENERAL NOTES:KEY NOTES:1/2" CONDUIT (CONCEALED) WITH1-3/C-FOR MAGNETIC CONTACT.1" CONDUIT (CONCEALED) WITH SCRAMBLE PADWIRING.ACCESS CONTROL CABLE SHALL BE RUN INCONDUIT WHERE IT IS EXPOSED. RUN CABLETHROUGH J-HOOKS AND CABLE TRAY WHEN INTHE PLENUM.1" CONDUIT (CONCEALED)FOR LOCK POWER .REFER TO DRAWINGS FOR QUANTITY OF DOORSWIRED TO EACH COMMUNICATION ROOM. SIZEACCESS CONTROL PANELS AND AUX. POWERSUPPLY ACCORDINGLY.PROVIDE WIRING FOR CONNECTION TO FIREALARM SYSTEM FOR DE-ENERGIZING MAGNETICLOCKS PER NFPA 101.123456TO FACPAUX.PSAUXILIARY POWER SUPPLY6ACPACCESS CONTROL PANELCOMMUNICATION ROOMTO DIB35COMMUNICATIONROOMTY303ACS DETAILS5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATEDESCRIPTIONBYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01ADDENDUM #38/25/171SDREVISED SHEET3CONFORMED SET402
ACCESS CONTROL PANEL ELEVATION TYP.6XXXN.T.S.5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01TY304ACS DETAILSCONFORMED SET403
PHASEDOOR NUMBER FLOORAREACOMM ROOM CONTROLLER DOOR TYPEDETAIL TYPESCRAMBLE PADS DELAYED EGRESS MAGNETIC CONTACTS1-TY600ACS DOOR SCHEDULE5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATEDESCRIPTIONBYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01THE DOOR SCHEDULE HAS BEEN PROVIDED TO THE CONTRACTOR FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE ALL EQUIPMENT REQUIRED ATEACH DOOR LOCATION, AND ALL CONTROLLER EQUIPMENT, POWER SUPPLIES, ETC. ISINSTALLED, PROGRAMMED, POWERED AND PAID FOR BY THE CONTRACTOR, WHETHERSPECIFIC EQUIPMENT IS SHOWN ON THIS SCHEDULE OR NOT. THE CONTRACTOR SHALLAS-BUILT THE COMPLETE SCHEDULE PER EACH PHASE COMPLETED.NOTES:* EXISTING DOOR CONTROLLER. CONTRACTOR SHALL ATTEMPT TO USE EXISTINGCONTROLLERS WHERE POSSIBLE. IF THE EXISTING CONTROLLER DOES NOT HAVE THECAPACITY FOR THE ADDED EQUIPMENT, THE CONTRACTOR SHALL PROVIDE A NEWCONTROLLER.1LD1E11LDLD-M8-1 SINGLE DOORB2 1 11LD1D11LDLD-M8-1 DOUBLE DOORC2021LD611 LDLD-M8-1 SINGLE DOORA2011LD8A11LDLD-M8-1 SINGLE DOORA2011LD1511 LDLD-M8-1 SINGLE DOORA2011LD111LDLD-M8-2 SINGLE DOORB2 1 11LD511 LDLD-M8-2 SINGLE DOORA2011LD1411LDLD-M8-2 SINGLE DOORB2 1 11LD1611LDLD-M8-2 SINGLE DOORA2011112912 FDTC01* DOUBLE DOORC2021113412 FDTC02* ELEVATOR DOORH1001114712FDTC71*SINGLE DOORA2011R10012 FDTC71* DOUBLE DOORC2021213122H2DTC78* DOUBLE DOORC2021221023GG-M8-1 DOUBLE DOORC2021226623GG-M8-1SINGLE DOORA2011B20323GG-M8-1SINGLE DOORA2011B203A23GG-M8-1SINGLE DOORA2011B20923GG-M8-1SINGLE DOORA2011220223GG-M8-2DOUBLE DOORC2021BC30715CBPDTC07* DOUBLE DOORC20211328B15CBPDTC08* DOUBLE DOORC2021FIS1315ESES-M8-1SINGLE DOORA2011FIS1515ESES-M8-1SINGLE DOORA2011BH-118BHDTC08* DOUBLE DOORC2023NEW SHEETCONFORMED SET404
HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\1-SFB02 1-TA000.dwg1-TA000TELECOMMUNICATIONSLEGEND, SYMBOLS, AND ABBREVIATIONS AS NOTEDABBREVIATIONSSYMBOLDESCRIPTIONADADVERTISEMENTAFCABOVE FINISHED CEILINGAFFABOVE FINISHED FLOORAWGAMERICAN WIRE GAUGEBFCBELOW FINISHED CEILINGBHSBAGGAGE HANDLING SYSTEMBLDGBUILDINGC, CONDCONDUITCABCABINETCATCATEGORYCBPCUSTOMS AND BORDER PATROLCRCOMMUNICATIONS ROOMDWGDRAWINGECELECTRICAL CONTRACTOREVIDSELECTRONIC VISUAL INFORMATION DISPLAY SYSTEMFOFIBER OPTICFOPPFIBER OPTIC PATCH PANELFTFEETG, GRDGROUNDININCHESIPINTERNET PROTOCOLLANLOCAL AREA NETWORKMAXMAXIMUMMCMEDIA CONVERTERMCRMAIN COMMUNICATIONS ROOMMINMINIMUMMMMULTIMODE FIBER OPTIC CABLEMTDMOUNTEDN/ANOT APPLICABLENICNOT IN CONTRACTNO, #NUMBERNTSNOT TO SCALEODOUTSIDE DIAMETERPAPUBLIC ADDRESSPBPULL BOXPWRPOWERRURACK MOUNT UNITSCSSTRUCTURED CABLING SYSTEMSECSECURITYSMSINGLE-MODE FIBER OPTIC CABLESPECSPECIFICATIONTBDTO BE DETERMINEDTETELECOMMUNICATIONS ENCLOSURETRMTERMINAL BUILDINGTSATRANSPORTATION SECURITY ADMINISTRATIONTYPTYPICALUONUNLESS OTHERWISE NOTEDUPSUNINTERRUPTIBLE POWER SUPPLYUTPUNSHIELDED TWISTED PAIRVAVOLT-AMPERESVSSVIDEO SURVEILLANCE SYSTEMWPWEATHER PROOFEQUIPMENT / ROOM NAMING LEGENDNOTE: EQUIPMENT ROOM NAMING LEGEND IS FOR REFERENCE ONLY. REFER TOSPECIFICATIONS FOR ROOM LABELING REQUIREMENTS.EQUIPMENT ROOM TYPEMCR MAIN COMMUNICATIONS ROOMCRCOMMUNICATIONS ROOMTSA CRTSA COMMUNICATIONS ROOMFLOOR LEVEL1 FIRST FLOOR2SECOND FLOORRROADWAY1-XX-CREXAMPLE:EQUIPMENT / ROOM TYPEROOM IDENTIFICATIONFLOOR LEVELOUTLET KEYOUTLET MOUNTING SYMBOLSYMBOLMOUNTING TYPEREMARKSRACEWAY / FURNITUREMOUNTEDREFER TO ELECTRICAL AND ARCHITECTURAL DRAWINGS TO COORDINATE WITH RACEWAYS ANDFURNITURE SYSTEMS.WALL MOUNTED2 12" DEEP, DOUBLE GANG BACKBOX WITH (1) 1" CONDUIT TO NEAREST CABLE TRAY. IN AREASWITHOUT CABLE TRAY, EXTEND CONDUIT TO COMMUNICATIONS ROOM AS DESIGNATED BY USERIDENTIFIER.FLUSH FLOOR MOUNTEDCOORDINATE FLOOR BOX TYPE AND EXACT LOCATION WITH ELECTRICAL DRAWINGS. EXTENDCONDUIT TO NEAREST WALL / COLUMN AS NOTED ON FLOOR PLANS. REFER TO ELECTRICALDRAWINGS FOR CONDUIT REQUIREMENTS.FLOOR MOUNTED POKE-THRUCOORDINATE FLOOR BOX TYPE AND EXACT LOCATION WITH ELECTRICAL DRAWINGS. EXTEND (1)1" CONDUIT NEAREST CABLE TRAY. IN AREAS WITHOUT CABLE TRAY, EXTEND CONDUIT TOCOMMUNICATIONS ROOM AS DESIGNATED BY USER IDENTIFIER, UON.CEILING MOUNTED2 12" DEEP, DOUBLE GANG BACKBOX WITH (1) 1" CONDUIT TO NEAREST CABLE TRAY. IN AREASWITHOUT CABLE TRAY, EXTEND CONDUIT TO COMMUNICATIONS ROOM.SYSTEM ID:SYSTEM IDDESCRIPTIONREMARKSACP ACCESS CONTROL PANELPROVIDE SURFACE MOUNTED TERMINATION BOX, MOUNTED INSIDE ACCESS CONTROL PANEL.REFER TO SECURITY DRAWINGS FOR DETAILS. COORDINATE INSTALLATION OF CONDUIT ANDCABLING WITH SECURITY INSTALLER.AP WIRELESS ACCESS POINTFIELD COORDINATE AP INSTALLATION WITH CEILING / WALL CONSTRUCTION. REFER TO DETAILSFOR MOUNTING REQUIREMENTS.APO ACCESS POINT OUTLETBHS BAGGAGE HANDLING SYSTEMBP BOARDING PODIUMFIELD COORDINATE BP INSTALLATION WITH THE ARCHITECTURAL DRAWINGS FOR FINALLOCATIONS OF BOARDING PODIUMS. ALL NEW BOARDING PODIUMS SHALL INCLUDE AUDIOPAGING MICROPHONES. COORDINATE WITH PAGING CONTRACTOR TO PROVIDE MICROPHONESTATIONS.CICCHECK-IN COUNTERCCOMMUNICATIONS DATA PORTS FOR INTERNET AND VOIP END DEVICESDA DISTRIBUTED ANTENNA SYSTEMPROVIDE A 12"W x 2'L x 6"D JUNCTION BOX MOUNTED ABOVE FINISHED CEILING. EXTEND 1 12"CONDUIT TO NEAREST CABLE TRAY. IN AREAS WITHOUT CABLE TRAY, EXTEND CONDUIT TOCOMMUNICATIONS ROOM.EV#EVIDS#INDICATES QUANTITY OF DISPLAYS. REFER TO ARCHITECTURAL GRAPHICS DRAWINGS FORMOUNTING DETAILS.EVIEVIDS INPUT STATIONSCSECURITY CAMERA6" x 6" x 4" JUNCTION BOX WITH SURFACE MOUNT TERMINATION BOX FOR SECURITY CAMERA.FINAL CONNECTION TO CAMERA VIA 8" WHIP. REFER TO SECURITY DRAWINGS FOR MOUNTINGDETAILS. ALL JUNCTION BOXES CONCEALED BY HARD CEILING / WALLS SHALL BE PROVIDEDWITH AN ACCESS PANEL. COORDINATE LOCATION OF ACCESS PANELS WITH ARCHITECTS.EACH CAMERA TO BE PROVIDED WITH (1) CAT 6 UTP.CABLE IDENTIFIER:SYMBOLDESCRIPTIONREMARKS#CCATEGORY 6 UTP CABLE# INDICATES QUANTITY OF CABLES OF THIS TYPE TO BE PROVIDED FOR IN THEFACEPLATE AND SUPPORTING PATHWAY.#CXCOAXIAL CABLE# INDICATES QUANTITY OF CABLES OF THIS TYPE TO BE PROVIDED FOR IN THEFACEPLATE AND SUPPORTING PATHWAY.#FFIBER CABLE# INDICATES QUANTITY OF FIBER STRANDS TO BE PROVIDED FOR IN THE FACEPLATEAND SUPPORTING PATHWAY.COCONDUIT ONLYINDICATES BACK BOX AND CONDUIT ONLY. EXTEND CONDUIT TO NEAREST CABLETRAY. IN AREAS WITHOUT CABLE TRAY, EXTEND CONDUIT TO ZONEDCOMMUNICATIONS ROOM AS DESIGNATED BY THE USER IDENTIFIER. CABLINGINSTALLED BY OTHERS.CR WHERE CABLE ORIGINATESOUTLET MOUNTING SYMBOLCABLE IDENTIFIER#CXXXXXSYSTEMSYSTEM IDPTPATHWAY AND MISCELLANEOUSSYMBOLDESCRIPTIONDETAIL REFERENCE# = DETAIL NUMBERTXXXX = DRAWING NUMBERKEYED NOTE IDENTIFICATION,# IDENTIFIES NOTE REFERENCEDCONDUIT TAG, SEE CONDUIT SCHEDULE ONBACKBONE PATHWAYS DIAGRAMLADDER RACKCABLE TRAYCONDUIT ENDSLEEVE / CONDUIT ENDCONDUIT GOING UPCONDUIT GOING DOWNIN SLAB CONDUITCONDUITTELECOM SPACES / ROOM OUTLINEPULL BOXFURNITURE FEED - WALL MOUNTED2 12" DEEP, DOUBLE GANG BACKBOX WITH (2)1" CONDUITS TO NEAREST CABLE TRAY. INAREAS WITHOUT CABLE TRAY, EXTENDCONDUIT TO ZONED COMMUNICATIONSROOM AS DESIGNATED BY USER IDENTIFIERFURNITURE FEED - FLUSH FLOOR MOUNTEDCOORDINATE FURNITURE FEED TYPE ANDEXACT LOCATION WITH ELECTRICALDRAWINGS. EXTEND CONDUIT TO NEARESTWALL / COLUMN AS NOTED ON FLOOR PLANS.REFER TO ELECTRICAL DRAWINGS FORCONDUIT REQUIREMENTS."PT" INDICATES POKE-THRU TYPE FLOORBOX.#TXXXX##PBFFFFPTZONE KEYZONE X.Y X = LEVEL AND Y = ZONE NUMBERAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSOR MOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSSAUTO PAGING SYSTEM KEY#XXXXXXCR WHERE CABLE ORIGINATESSPEAKER TYPESPEAKER LEGEND: # = TYPEX = SIZE OF SPEAKERCONFORMED SET405
HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\1-SFB02 1-TA001.dwg1-TA001TELECOMMUNICATIONSGENERAL NOTESAS NOTED1. PROVIDE ALL WORK DESCRIBED IN THE TELECOMMUNICATIONSDRAWINGS UNLESS OTHERWISE NOTED.2. THE TELECOMMUNICATIONS DRAWINGS ARE DIAGRAMMATIC IN NATURE.VERIFY FIELD CONDITIONS BEFORE STARTING THE INSTALLATION. ANYDISCREPANCIES BETWEEN THE TELECOMMUNICATIONS DRAWINGS ANDSPECIFICATIONS SHALL BE REPORTED TO THE OWNER IN A TIMELYMANNER.3. THE TELECOMMUNICATIONS DRAWINGS ARE TO BE USED INCONJUNCTION WITH THE PROJECT SPECIFICATIONS. ANYDISCREPANCIES BETWEEN THE TELECOMMUNICATIONS DRAWINGS ANDSPECIFICATIONS SHALL BE REPORTED TO THE OWNER IN A TIMELYMANNER.4. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THENATIONAL ELECTRIC CODE, ALL APPLICABLE LOCAL CODES ANDREGULATIONS, TIA/EIA TELECOMMUNICATIONS STANDARDS, BISCISTANDARDS, CONSTRUCTION STANDARD AND INDUSTRY BESTPRACTICES.5. PROVIDE APPROPRIATE CABLE SUPPORT (CABLE TRAYS, CONDUITS) FORALL HORIZONTAL CABLING FROM MRC/CR TO EACH TELECOM OUTLETFOR ENTIRE ROUTE.6. THE USE OF J-HOOKS IS ONLY PERMITTED WITH WRITTEN APPROVALFROM OWNER. ALL CABLES TO BE CONCEALED IN CONDUIT OR WITHINCABLE TRAYS UNLESS OTHERWISE NOTED.7. ALL CABLE PATHWAYS SHALL BE CONCEALED IN WALL AND CEILINGSPACES WHERE POSSIBLE, UNLESS OTHERWISE NOTED. CABLESSERVING CBP MAY NOT SHARE PATHWAYS WITH ANY OTHER SYSTEM.ALL CBP CABLES SHALL BE CONCEALED IN DEDICATED CONDUITS/CABLETRAY.8. ALL CABLE PATHWAYS SHALL BE RUN PARALLEL OR ORTHOGONAL TOWALLS, FLOORS, AND CEILINGS.9. COORDINATE THE LOCATION OF BAGGAGE HANDLING SYSTEMS,MECHANICAL, PLUMBING AND OTHER EQUIPMENT AS REQUIRED, PRIORTO WORK EXECUTION IN ORDER TO PROPERLY COORDINATE CABLEPATHWAYS.10. ALL CONDUITS SHALL BE DEBARRED, CLEANED, CAPPED, TAGGED ANDFURNISHED WITH MEASURED PULLTAPE. THE CONTRACTOR SHALL ALSOPROVIDE PLASTIC BUSHINGS AT ALL SLEEVE AND OPEN CONDUIT ENDS.11. THE MINIMUM BEND RADIUS FOR CONDUITS SHALL BE AS FOLLOWS:- 2” OR LESS IN DIAMETER SHALL BE 6 TIMES THE INTERNAL CONDUITDIAMETER- LARGER THAN 2” IN DIAMETER SHALL BE 10 TIMES THE INTERNALCONDUIT DIAMETERPATHWAYS SHOWN ON THE FLOOR PLANS ARE DIAGRAMMATIC AND DARENOT INTENDED TO SHOW EXACT BEND RADIUS.12. WHEN PENETRATING THE SLAB, SLEEVES SHALL BE CUT A MINIMUM OF4” ABOVE THE FINISHED SLAB.13. A SELECT NUMBER OF PULL BOXES ARE SHOWN ON THE FLOOR PLANSFOR COORDINATION PURPOSES. CONTRACTOR SHALL FIELDCOORDINATE BEFORE INSTALLATION. PROVIDE A PULL BOX IN CONDUITRUNS SUCH THAT:- MAXIMUM CONTINUOUS CONDUIT RUN SHALL NOT EXCEED 100FT- NO MORE THAN TWO 90 DEGREE BENDS AND NO MORE THAN 180DEGREE TOTAL OFFSET ALLOWED IN A CONTINUOUS CONDUIT RUN.- THERE IS AT LEAST ONE PULL BOX PER REVERSE (U-SHAPED) BEND INCONDUIT RUN- IT IS LOCATED IN THE STRAIGHT SECTION OF A CONDUIT RUN AND NOTIN LIEU OF A BEND- ALL PULL BOXES ARE ACCESSIBLE AND HAVE REMOVABLE COVERS14. THE CONTRACTOR SHALL USE THE FOLLOWING CRITERIA WHENINSTALLING CABLE TRAY AND LADDER RACK.- PROVIDE 3” MINIMUM CLEARANCE BELOW THE TRAY/ RACK.- PROVIDE 2'-0 MINIMUM CLEARANCE ABOVE THE TRAY/ RACK MEASUREDFROM THE TOP MOST SURFACE OF THE TRAY/ RACK.- PROVIDE 1'-0” MINIMUM CLEAR ACCESS ON ONE SIDE OF THE TRAY/RACK SUCH THAT THE TRAY CAN BE ACCESSES AT LEAST ONCE EVERY10'-0”- PROVIDE VERTICAL LADDER RACK WHEN SLEEVES/CONDUITS ENTERINGTHE TELECOM SPACES ARE INSTALLED MORE THAN 10”-0” ABOVE THEFINISHED FLOOR. INSTALL THE LADDER RACK FROM THE BOTTOM OFTHE SLEEVE TO THE TOP OF THE HORIZONTAL LADDER RACK FORLASHING OF THE CABLES IN THE VERTICAL RUN.- THERE SHALL BE NO OTHER EQUIPMENT, LIGHTS, CONDUITS, FIXTURES,ETC. ATTACHED TO, MOUNTED ON, RUNNING THROUGH OR ON THETRAY/ RACK EXCEPT THOSE NEEDED TO SUPPORT THE TRAY/ RACKSYSTEMS.15. WHENEVER CABLE TRAY IS INSTALLED ABOVE INACCESSIBLE CEILINGS,ACCESS PANELS SHALL BE PROVIDED. SIZE OF ACCESS PANELS SHALLBE A MINIMUM 24' X 24”. FOR CABLE TRAY ACCESS, SPACING BETWEENACCCESS PANELS SHALL BE NO MORE THAN 10' APART. LOCATIONSSHALL BE COORDIANTED WITH ARCHITECT AND OTHER TRADES TOCONSOLIDATE AND MINIMIZE THE QUANTITY. CONDUIT FROM OUTLETSSHALL BE TERMINATED WITHIN 2” OF AN ACCESS PANEL FOR ACCESS.16. RE-ESTABLISH THE FIREWALL RATING OF ALL PENETRATIONS MADETHROUGH FIRE RATED FLOORS OR WALLS.17. ALL HORIZONTAL PATHWAYS SHALL BE ROUTED SUCH THAT THE TOTALHORIZONTAL END TO END CABLE LENGTHS SHALL NOT EXCEED 295FT.WHERE THIS REQUIREMENT CAN NOT BE MET, PROVIDE FIBER OPTICCABLING AND MEDIA CONVERTERS IN LIEU OF CAT 6 UTP CABLE.18. CABLE TRAY, CONDUIT ROUTES AND PULL BOX SIZING, QUANTITY ANDPLACEMENT ARE TO BE COORDINATED IN THE FIELD. THE CONTRACTORSHALL PROVIDE ALL CABLE TRAYS, CONDUITS, PULL BOXES ANDREQUIRED COMPONENTS NECESSARY TO ACHIEVE A COMPLETEINSTALLATION. IT IS NOT THE INTENT OF THESE DOCUMENTS TO SHOWEVERY CONDUIT ROUTE, NOR ARE THE ROUTES SHOWN TO BE ASSUMEDAS THE INSTALLED CONDITION. RATHER, THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL CONDUIT ROUTES WITH THESTRUCTURE AND ALL OTHER BUILDING SYSTEMS AND SHALL THEREFOREASSUME FOR PRICING THAT MATERIAL QUANTITIES ARE NOT DEPENDENTUPON THOSE ROUTES SHOWN.19. LOCATE PULL BOXES OVER ACCESSIBLE CEILINGS WHERE POSSIBLE.WHERE THIS IS NOT FEASIBLE, THE CONTRACTOR SHALL PROVIDEACCESS PANELS MEETING THE ARCHITECTURAL FINISH REQUIREMENTSOFTHE SPACE, ANDCOORDINATETHOSE LOCATIONS WITH THEARCHITECT.20. LOCATIONS OF ALL THE DEVICES AND EQUIPMENT (I.E. HVAC, FAN COILUNIT, SLEEVES, ETC.) IN THE TELECOMMUNICATIONS ROOMS SHALL BECOORDINATED WITH ALL THE AFFECTED TRADES AND THE OWNER PRIORTO INSTALLATION.21. ALL CONDUIT FITTINGS SHALL BE APPROVED FOR USE AS PART OFTELECOMMUNICATIONS SYSTEM PATHWAYS PER BICSI GUIDELINES.22. THE CONTRACTOR MAY CONSOLIDATE INDIVIDUAL CONDUIT PATHWAYSDIRECTLY SERVING TELECOMMUNICATIONS OUTLETS INTO FEWER ANDLARGER CONDUIT. ALL CONDUIT FILL CALCULATIONS SHALL INCLUDE ANALLOWANCE FOR 25% GROWTH. ALL CONDUIT CONSOLIDATIONS SHALLCOMPLY WITH TIA STANDARDS AND BICSI GUIDELINES IN GENERAL ANDSPECIFICALLY FOR CAPACITY AND DERATING FOR CONDUIT BENDS.23. LABEL ALL TELECOMMUNICATIONS COMPONENTS ACCORDING TO THETIA/EIT STANDARDS AND THE TELECOMMUNICATIONS SECTIONS OF THESPECIFICATIONS.24. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS ANDMOUNTING OF OUTLETS.25. TELECOMMUNICATIONS OUTLETS SHALL NOT BE INSTALLED BACK TOBACK WITH ANY OTHER DEVICE IN A PARTITION WALL BUT BE OFFSET BYA MINIMUM OF 8”.26. EXACT LOCATIONS AND MOUNTING DETAILS FOR THE OUTLETSPROVIDED FOR SECURITY CAMERAS SHALL BE COORDINATED WITHSECURITY CONTRACTOR.27. COORDINATE WITH OTHER TRADE DRAWINGS, FURTHERMORE, SURVEYTHE FACILITY TO LOCATE ALL BACKBOXES, CONDUITS, STUB-UPS, CABLETRAYS AND OTHER WIREWAYS PROVIDED UNDER OTHER SECTIONS ANDDESIGNATED FOR CABLES AS SHOWN ON THE TELECOMMUNICATIONSDRAWINGS.28. ALL COMMUNICATIONS CONDUITS SHALL BE COLOR CODED WITHORANGE TAPE MARKED “COMMUNICATIONS” AND LABELED WITH THELOCATION OF THE CONDUITS BEGINNING AND ENDING POINTS. LABELINGSHALL OCCUR AT THE BEGINNING AND ENDING POINTS AND EVERY 50FEET WHERE CONDUIT IS EXPOSED. LABELING SHALL BE VISIBLE/VIEWABLE FOR A FINISHED FLOOR LOCATION.29. ALL FIELD DEVICES THAT REQUIRE UNSHIELDED TWISTED PAIR (UTP,CONNECTIVITY SHALL UTILIZE CABLING THAT IS INSTALLED INACCORDANCE WITH SPECIFICATION 27 15 10 - “COMMUNICATIONSHORIZONTAL CABLING”. THIS SHALL BE REQUIRED FOR ANYCONNECTIVITY TO THE LOCAL AREA NETWORK(S) OR OTHER SYSTEMDEVICES AND REQUIRES THAT ALL FIELD DEVICES BE CONNECTED TO ATERMINATION OUTLET (E.G. WALL JACK, SURFACE MOUNTEDTERMINATION BOX, PATCH PANEL, ETC.) ON BOTH ENDS OF THECONNECTION VIA A CATEGORY 6A PATCH CORD THAT COMPLIES WITHSPECIFICATION 27 15 10 - “COMMUNICATIONS HORIZONTALCABLING” REQUIREMENTS. IN NO INSTANCE SHALL ANY FIELD DEVICE BEDIRECTLY CONNECTED TO A LOCAL AREA NETWORK SWITCH OR SIMILARDEVICE. THE SYSTEM CONTRACTOR SHALL COORDINATE AS NECESSARYWITH THE LOW VOLTAGE CABLING CONTRACTOR TO ENSURE THESEREQUIREMENTS ARE SATISFIED.30. CONDUITS CROSSING BUILDING SEISMIC OR EXPANSION JOINTS,PASSING FROM BUILDING TO BUILDING, OR SUPPORTED FROMDIFFERENT PORTIONS OF THE BUILDING SHALL BE INSTALLED TO ALLOWDIFFERENTIAL SUPPORT DISPLACEMENTS WITHOUT DAMAGING THE PIPE,EQUIPMENT CONNECTIONS, OR SUPPORT DISPLACEMENTS WITHOUTDAMAGING THE PIPE, EQUIPMENT CONNECTIONS, OR SUPPORTCONNECTIONS, PIPE OFFSETS, LOOPS, ANCHORS, AND GUIDES SHALL BEINSTALLED AS REQUIRED TO PROVIDE SPECIFIED MOTION CAPABILITYAND LIMIT MOTION OF ADJACENT PIPING, COORDINATE LOCATION OFSEISMIC JOINTS WITH STRUCTURAL DRAWINGS.31. DATA CABLES SERVING CBP SHALL BE ROUTED ON CBP DEDICATEDCABLE TRAYS. WHERE CABLES ARE ROUTED OUTSIDE CBP DEDICATEDSPACES, CABLES SHALL BE ROUTED IN CONDUIT.32. ALL ARCHITECTURAL FLOOR PLANS BASED ON DRAWINGS RECEIVEDFROM AVCON AND DATED ON JUNE 30, 2017.33. DATA DROP LOCATIONS FOR ACCESS CONTROL AND CCTV LOCATIONSBASED ON DRAWINGS RECEIVED FROM AVCON (SECURITY) DATED JUNE30, 2017 AND CPH (ARCHITECTURAL) DATED JULY 7, 2017.34. DATA DROP LOCATIONS FOR ELECTRONIC VISUAL INFORMATION SYSTEMEQUIPMENT (i.e. FIDS, BIDS, GIDS, BIC, ETC.) ARE BASE ON DRAWINGS /DISCUSSIONS WITH CPH DATE DECEMBER 13, 2016.35. EXISTING AUDIO PAGING TO BE USED IN ALL EXISTING AREAS UNTILCONSTRUCTION IS EXECUTED FOR EACH PHASE OF CONSTRUCTION ANDTHE NEW PAGING SYSTEM IS IN PLACE AND OPERABLE.GENERAL NOTES:CONFORMED SET406
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FIRE RISER ROOMLD-22SHEET: 1-TD101SHEET: 1-TD102SHEET: 1-TD105SHEET: 1-TD103SHEET: 1-TD105SHEET: 1-TD106SHEET: 1-TD104N.I.C.N.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYN.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYN.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYSHEET: 1-TD107HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD100.dwg NORTH1STRUCTURED CABLING SYSTEMOVERALL FIRST FLOOR PLANSCALE: 1/64" = 1'1-TD100STRUCTURED CABLING SYSTEMOVERAL FIRST FLOOR PLANAS NOTEDCONFORMED SET407
RoomB1-00REFER TO SHEET: 1-TD101REFER TO SHEET: 1-TD102EXISTING RACK LOCATIONEXISTING CONTROL CENTERTHIS AREA IS NOT IN CONTRACT FOR PHASE 1,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD101.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'1-TD101STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET408
UNKREF.UPDWEXISTING ELECTRICALB1-19OPEN OFFICE AREAB1-18STORAGEB1-17BBREAK ROOMB1-27CONFERENCE ROOMB1-19EXISTING MECHANICALB1-36EXISTING WOMENS ROOMB1-37EXISTING MENS ROOMB1-38EXISTING JANITORB1-42EXISTING ITB1-41EXISTING ELECTRICALB1-39EXISTING ITB1-44EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52EXISTING ELECTRICALB1-53EXISTING ITB1-52RECEIVING AREAB1-11EXISTING TICKETINGB1-10ELEVATOR 4B1-49ELEVATOR 3B1-48OUTBOUND BAGGAGE EXTERIORB1-61SECURITY SCREENINGB1-26SECURITY SCREENINGB1-26FAMILY RESTROOMB1-04CORRIDORB1-09WOMENS ROOMB1-05MENS ROOMB1-06JANITOR / ELECTRICAL / MECHANICALB1-01CANOPY 2B1-59CANOPY 1B1-58CKCOOLERLD-3RESTROOMLD-2HVACLD-4OFFICELD-6RESTROOMLD-7STORAGELD-9BADGINGLD-5INTERVIEWLD-10HVACLD-11RECEPTIONLD-8OFFICELD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14ARMSLD-15ITLD-16RESTROOMLD-13SHOWERLD-12STORAGELD-17OFFICEB1-28OFFICEB1-20CORRIDORB1-16ASTORAGELD-9NEW TICKETING AREAB1-07FAMILY RESTROOMB1-46STORAGEB1-47CORRIDORB1-51OFFICEB1-12EXISTING LOADING DOCKB1-13ELEVATOR 5B1-14BAG RUNWAYB1-03BAGGAGE ENCLOSUREB1-08BAGGAGE MAKE UP AREAB1-02CANOPY 3B1-60OFFICEB1-22STORAGEB1-40ELECTRICAL ROOMB1-19AFIRE RISER ROOMLD-22REFER TO SHEET: 1-TD102REFER TO SHEET: 1-TD103REFER TO SHEET: 1-TD102REFER TO SHEET: 1-TD103REFER TO SHEET: 1-TD101REFER TO SHEET: 1-TD102REF
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D107EXISTING COMM ROOM F(1-F-CR)EXISTING / EXPANDEDCOMM ROOM E(1-E-CR)EXISTING CONTROL CENTERNEW COMM ROOM1-LD1-CR31-TD305THIS AREA IS NOT IN CONTRACT FOR PHASE 1,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.2C1-LD1-CRC4C1-LD1-CRC4C1-LD1-CRC2C1-LD1-CRC2C1-LD1-CRC2CC4C1-LD1-CRC4CC4C1-LD1-CRC4CC4C1-LD1-CRC2C1-LD1-CRC2CC4C1-LD1-CRC2C1-LD1-CRC4CC4CC2C1-LD1-CRC2C1-LD1-CRC4C1-LD1-CRC4C1-LD1-CRC4C1-LD1-CRC2CCHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD102.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'1-TD102STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET409
CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGGAGE CLAIM 3FP1-03KITCHENBC3-06ELEVATORFP2-23SCREENING EXPANSION 1ST FLOORFP1-01STAIRSFP1-04OFFICES / IT ROOMBC3-05FAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02STORAGEBC3-01HVACBC3-07FIRE RISER ROOMFP-06SECURITY EXITFIS-14ITFIS-13EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03SAA STORAGEFIS-11REFER TO SHEET: 1-TD102REFER TO SHEET: 1-TD103REFER TO SHEET: 1-TD105REFER TO SHEET: 1-TD103REFER TO SHEET: 1-TD103REFER TO SHEET: 1-TD104REFER TO SHEET: 1-TD103REFER TO SHEET: 1-TD104REFER TO SHEET: 1-TD102REFER TO SHEET: 1-TD103EXISTING SANFORD AIRPORT AUTHORITY / CBPCOMM ROOM C2(1-C2-CR)EXISTING COMM ROOM B(1-B-CR)2C1-B-CREV22C1-B-CREV21C1-B-CREV12C1-B-CREV21C1-B-CREV11C1-B-CREV11C1-B-CREV111-TD30131-TD3011C1-B-CRDA2C1-B-CREV22C1-B-CRC2C1-B-CRC1C1-B-CRSC1C1-B-CRSC1C1-B-CRSC1C1-B-CRSC1C1-B-CRSCHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD103.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'1-TD103STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET410
UPEXISTING MECHANICAL ROOMA1-05WOMENS ROOMA1-04JANITORA1-03MENS ROOMA1-02FAMILY RESTROOMA1-01EXISTING ITA1-14EXISTING ITA1-15ELEVATOR 1A1-11MENS ROOMA1-17WOMENS ROOMA1-18ELEVATOR ROOMA1-13EXISTING MECHANICAL ROOMA1-19EXISTING ITA1-20CORRIDORA1-16IT LABORATORYA1-21IT OFFICE 2A1-24IT OFFICE 1A1-23OFFICEA1-37MECHANICAL ROOMA1-33OPEN WORK AREAA1-35EXISTING OFFICEA1-47BREAK ROOMA1-46EXISTING STORAGE ROOMA1-44POD 1S1-01EXISTING MECHANICAL ROOMA1-45ALPHA STORAGEA1-43CORRIDORA1-11JANITORA1-10FAMILY RESTROOMA1-09WOMENS ROOMA1-08MENS ROOMA1-07INBOUND BAGGAGE CLAIMA1-06RESTROOMA1-48RESTROOMA1-49COVERED AREAA1-42CORRIDORS1-05ELEVATOR 2A1-12OFFICEA1-36CORRIDORA1-34OFFICEA1-39STORAGEA1-40OFFICEA1-28OFFICEA1-29OFFICEA1-30IT OFFICE 3A1-22ELECTRICALS1-03ITS1-04CANOPYA1-41OFFICEA1-38OFFICEA1-27OFFICEA1-31OFFICEA1-32OPEN WORK AREAA1-2613'-0"HVACS1-02MECHANICAL ROOMA1-51FIRE RISERS1-04AEXISTING COMM ROOM A(1-A-CR)EXISTING / EXPANDED AWW COMM ROOM(1-AW-CR)THIS AREA IS NOT IN CONTRACT FOR PHASE 1,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.NEW COMM ROOM PD1(1-PD1-CR)NEW COMM ROOM A1(1-A1-CR)REFER TO SHEET: 1-TD103REFER TO SHEET: 1-TD104REFER TO SHEET: 1-TD103REFER TO SHEET: 1-TD104REFER TO SHEET: 1-TD104REFER TO SHEET: 1-TD106HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD104.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'1-TD104STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET411
IT ROOMA1-50REFER TO SHEET: 1-TD105REFER TO SHEET: 1-TD10334NEW BLOCK HOUSE COMM ROOM(1-BH-CR)THIS AREA IS NOT IN CONTRACT FOR PHASE 1,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD105.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'1-TD105STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET412
POD 2S1-06CORRIDORS1-09ITS1-08RESTROOMS1-07NEW COMM ROOM JT(1-JT-CR)THIS AREA IS NOT IN CONTRACT FOR PHASE 1,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.REFER TO SHEET: 1-TD104REFER TO SHEET: 1-TD106REFER TO SHEET: 1-TD106 PART 2REFER TO SHEET: 1-TD106 PART 1POD 3S1-10CORRIDORS1-09ITS1-11CORRIDORS1-09NEW PD3 COMM ROOM(1-PD3-CR)REFER TO SHEET: 1-TD106 PART 2REFER TO SHEET: 1-TD106 PART 1HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD106.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'1-TD106STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET413
REF.DWLOADING DOCKLD-1COOLERLD-3RESTROOMLD-2HVACLD-4OFFICELD-6RESTROOMLD-7STORAGELD-9BADGINGLD-5INTERVIEWLD-10HVACLD-11RECEPTIONLD-8OFFICELD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14ARMSLD-15ITLD-16RESTROOMLD-13SHOWERLD-12STORAGELD-17STORAGELD-9FIRE RISER ROOMLD-22REF
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1C1-LD1-CRSC1C1-LD1-CRSC1C1-LD1-CRSC1C1-LD1-CRSC1C1-LD1-CRSC1C1-LD1-CRWNEW COMM ROOM1-LD1-CR31-TD3051C1-LD1-CRSC1C1-LD1-CRSC1C1-LD1-CRSC1C1-LD1-CRSC1C1-LD1-CRSC1C1-LD1-CRSC2C1-LD1-CRC4C1-LD1-CRC4C1-LD1-CRC2C1-LD1-CRC2C1-LD1-CRC2CC4C1-LD1-CRC4CC4C1-LD1-CRC4CC4C1-LD1-CRC2C1-LD1-CRC2CC4C1-LD1-CRC2C1-LD1-CRC4CC4CC2C1-LD1-CRC2C1-LD1-CRC4C1-LD1-CRC4C1-LD1-CRC4C1-LD1-CRC2CC1C1-LD1-CRSC1C1-LD1-CRSCHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD107.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'1-TD107STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET414
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SHEET: 1-TD201SHEET: 1-TD202SHEET: 1-TD205SHEET: 1-TD203SHEET: 1-TD204SHEET: 1-TD206PART 2N.I.C.SHEET: 1-TD206PART 1N.I.C.N.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD200.dwg NORTH1STRUCTURED CABLING SYSTEMOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'1-TD200STRUCTURED CABLING SYSTEMOVERAL SECOND FLOOR PLANAS NOTEDCONFORMED SET415
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REFER TO SHEET: 1-TD201REFER TO SHEET: 1-TD2022-H2-CR2-H2-CR1C2-H2-CRBP1C2-H2-CRBP1C2-H2-CRBPHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD201.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TD201STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTEDCONFORMED SET416
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Table
Table UPTSA IT CABINETB2-07EXISTING MECHANICAL ROOMB2-01SECURITY EXITB2-02SECURITY OFFICEB2-08WOMENS ROOMB2-04MENS ROOMB2-05RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PASSENGER WAITING AREAB2-13ELEVATOR 3B1-48ELEVATOR 4B1-49CORRIDORB2-18SAA ITB2-09JANITORB2-06O121'-1"ITB2-20TSA IT CABINETB2-07SECURITY OFFIB2-08NEWTSA COMM ROOM(NOT IN SCOPE)NEW COMM ROOM H2(2-H2-CR)EXISTING COMM ROOM H1(2-H1-CR)EXISTING COMM ROOM H(2-H-CR)NEW COMM ROOM G(2-G-CR)1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRAPOAPO1C2-G-CRAPO2CWS4C2C2-H2-CREV21C2-G-CRBP1C2-H2-CRBP1C2-H2-CRBP11-TD30621-TD30631-TD30611-TD3101C2-G-CRSC1C2-H-CRSC1C2-H-CRSC4C2-G-CRC4C2-G-CRC4C2-G-CRC4CC4C2-G-CRC2C2-G-CRC2C2-G-CRC4C2-GC1C2-G-CRSC1C2-G-CRSCSC1C2-G-CRSCREFER TO SHEET: 1-TD202REFER TO SHEET: 1-TD203REFER TO SHEET: 1-TD202REFER TO SHEET: 1-TD203REFER TO SHEET: 1-TD201REFER TO SHEET: 1-TD202HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD202.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TD202STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTEDCONFORMED SET417
29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8"8'-1"7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT TDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSETDBLSAVSAVSETDBLSETDBLSAVSAVSAVSETDBLS2LADA GATEWTMDCEIA12ETDETDETDETD
LL43L43L3L
2LADA GATEWTMDCEIA12LADA GATEWTMDCEIA12LADA GATEWTMDCEIA1EXISTING MECHANICALA2-03SECURITY CHECKPOINT SCREENINGB2-12RECEPTIONB2-10MANAGER OFFICEB2-11PSRB2-15EXPANDED SCREENING AREAB2-14PENTHOUSEB2-16BAGGAGE CLAIM ROOFB2-17CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-03OFFICEFP2-04OFFICEFP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-07OFFICEFP2-09RECEPTIONFP2-10RESTROOMFP2-12ELECTRICALFP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTROOMFP2-16RoomFP2-17OFFICEFP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-22ELEVATORFP2-23STAIRSFP1-04EXPANDED SCREENING AREAB2-14SECURITY CHECKPOINT SCREENINGB2-12OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11BREFER TO SHEET: 1-TD202REFER TO SHEET: 1-TD203REFER TO SHEET: 1-TD205REFER TO SHEET: 1-TD203REFER TO SHEET: 1-TD203REFER TO SHEET: 1-TD204REFER TO SHEET: 1-TD203REFER TO SHEET: 1-TD204REFER TO SHEET: 1-TD202REFER TO SHEET: 1-TD203EXISTING COMM ROOM D(2-D-CR)0 SWITCHESEXISTING COMM ROOM D1(2-D1-CR)0 SWITCHESEXISTING COMM ROOM I(2-I-CR)1C2-G-CRSC1C2-G-CRSC1C2-G-CRAPO1C2C2-G-CRWSWS4C2-G-CRWS1C2-G-CREV11C2-G-CREV12C2-G-CREV22C2-G-CREV21CBP1CBP11-TD30721-TD30711-TD3081C1-G-CRDA1C1-G-CRDA1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC-CRC-CR2CRC2C2-G-CRC2C2-G-CRC4C2-G-CRC2C2-G-CRC4C2-G-CRC4C2-G-CRC4C2-G-CRC4C2-G-CRC4C2-G-CRC4C2-G-CRC4CTSA ROOMC4C2-G-CRC4C2-G-CRC4CTSA ROOMC4CTSA ROOMC4CTSA ROOMC4CTSA ROOMC4CTSA ROOMC4CTSA ROOMC4CTSA ROOMC4CTSA ROOMC4CTSA ROOMC4CTSA ROOMC4CTSA ROOMC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSC1C2-G-CRSCHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD203.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TD203STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTEDGENERAL NOTES:1.COORDINATE ALL TSA DROPS WITH THE TSA FOR CABLING REQUIREMENTS AND FINAL TERMINATION LOCATIONS.CONFORMED SET418
18"EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-05KIDS PLAY AREAA2-06SKYWAY POD 1S2-01CORRIDORS2-02SECURITY EXITA2-08LOBBYA2-09ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10CONCESSIONA2-07EXISTING COMM ROOM W(2-W-CR)EXISTING COMM ROOM Y(2-Y-CR)THIS AREA IS NOT IN CONTRACT FOR PHASE 1,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.REFER TO SHEET: 1-TD203REFER TO SHEET: 1-TD204REFER TO SHEET: 1-TD203REFER TO SHEET: 1-TD204REFER TO SHEET: 1-TD204REFER TO SHEET: 1-TD206HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD204.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TD204STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTEDCONFORMED SET419
REFER TO SHEET: 1-TD205REFER TO SHEET: 1-TD203341C2-I-CRBP1C2-I-CRBP1C2-I-CRBP1C2-I-CRBP1C2-I-CRBP1C2-I-CRBPHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD205.dwg NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TD205STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTEDCONFORMED SET420
R1R2R4R3WALL MOUNTEDCOPPER FIELDWALL MOUNTEDCOPPER FIELDAT&T MOBILITY CABINET,MOUNTED ON WALLABOVE TSA EQUIPMENTTSA REPEATER2TD301RACK324 PT FIBER SHELF(EXISTING) (TYPICAL)24 PT PATCH PANEL(EXISTING) (TYPICAL)CABLE MANAGER(TYPICAL) (EXISTING)N.I.C.ACCESS LAYER SWITCH(EXISTING)RACK4DAS FIBER SHELF(EXISTING)ACCESS LAYERSWITCH (EXISTING)FIBER SHELF(EXISTING)CORE LAYER SWITCH(NEW)ACCESS LAYERSWITCH (NEW)CORE LAYER SWITCH(EXISTING)CORE LAYER SWITCH (NEW)ACCESS LAYER SWITCH (NEW)DAS MAIN HUB (EXISTING)DAS MAIN HUB (NEW)DAS MAIN HUB (EXISTING)DAS EXPANSION HUB (EXISTING)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD301.dwg3DETAIL - LEVEL 1EXISTING SANFORD AIRPORT AUTHORITY / CBP COMMUNICATIONS ROOM C2 (1-C2-CR) LAYOUTSCALE: NOT TO SCALE1-TD301EXISTING COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED1DETAIL - LEVEL 1EXISTING COMMUNICATIONS ROOM B (1-B-CR) LAYOUTSCALE: NOT TO SCALE2DETAIL - LEVEL 1COMMUNICATIONS ROOM B (1-B-CR) RACK ELEVATIONSCALE: NOT TO SCALENO ADDITIONAL COMMUNICATIONS EQUIPMENTPROPOSED TO BE LOCATED IN THE ROOM .NOT IN CONTRACTNOT IN CONTRACTCONFORMED SET421
IT ROOMA1-50PANEL PM 120 / 208FED FROM LM VIATRANSFORMERWALLMOUNTEDRACKHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD303.dwg1DETAIL - LEVEL 1NEW BLOCK HOUSE COMMUNICATIONS ROOM (1-BH-CR) LAYOUTSCALE: NOT TO SCALE1-TD303EXISTING COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTEDCONFORMED SET422
OSOSOSREF.DWBREAK ROOMLD-21CORRIDORLD-14RESTROOMLD-131218" LADDER RACK(TYPICAL)2 POST RACK(TYPICAL)INCOMING CONDUITNEW GROUNDINGBUS BAR41-TD302ITS1-11INCOMING CONDUIT18" LADDER RACK(TYPICAL)2 POST RACK(TYPICAL)NEW GROUNDING BUS BAR21-TD305CABLEDISTRIBUTIONRACKEQUIPMENTRACKFIBER SHELFPOWER DISTRIBUTION24 PT PATCH PANEL(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)DAS EXPANSION HUBACCESS LAYER SWITCH (NEW)CABLE / EQUIPMENTDISTRIBUTIONRACKFIBER SHELFPOWER DISTRIBUTION24 PT PATCH PANEL(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)ACCESS LAYER SWITCH (NEW)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD305.dwg3DETAIL - LEVEL 1NEW COMMUNICATIONS ROOM LD1 (1-LD1-CR) LAYOUTSCALE: NOT TO SCALE4DETAIL - LEVEL 1NEW COMMUNICATIONS ROOM LD1 (1-LD1-CR) RACK ELEVATIONSCALE: NOT TO SCALE1-TD305NEW COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED1DETAIL - LEVEL 1NEW COMMUNICATIONS ROOM PD3 (1-PD3-CR) LAYOUTSCALE: NOT TO SCALE2DETAIL - LEVEL 1NEW COMMUNICATIONS ROOM PD3 (1-PD3-CR) RACK ELEVATIONSCALE: NOT TO SCALENOT IN CONTRACTNOT IN CONTRACTCONFORMED SET423
APS24 STRAND MM TOCOMMUNICATIONSROOM FCOPPER LOCATEDBELOW2 FIBER CABINETSSTACKED ON TOPOF EACH OTHERFIBER RACKSIMPLEXAPS2'-0 1/2"3'-0"3'-6 3/16"5'-3 3/4"PROPOSEDCOMM ROOMEXPANSIONSUGGESTED LOCATIONOF HIRSCH MODEL 841-TD306CABLE / EQUIPMENTDISTRIBUTIONRACK(NEW)FIBER SHELFPOWER DISTRIBUTION24 PT PATCH PANEL(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)ACCESS LAYER SWITCH (NEW)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD306.dwg2DETAIL - LEVEL 2EXISTING COMMUNICATIONS ROOM H1 (2-H1-CR) LAYOUTSCALE: NOT TO SCALE4DETAIL - LEVEL 2EXISTING COMMUNICATIONS ROOM H2 (2-H2-CR) RACK ELEVATIONSCALE: NOT TO SCALE1-TD306EXISTING COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED1DETAIL - LEVEL 2EXISTING COMMUNICATIONS ROOM H (2-H-CR) LAYOUTSCALE: NOT TO SCALE3DETAIL - LEVEL 2EXISTING AND PROPOSED EXPANSION OF COMMUNICATIONS ROOM H2 (2-H2-CR) LAYOUTSCALE: NOT TO SCALENOTE:NO NEW COMMUNICATIONS EQUIPMENT SHALL BELOCATED IN THIS ROOM.FLOOR PLAN IS SHOWN FOR INFORMATION ONLY.CONFORMED SET424
CORRIDORFP2-01E ROOM6OFFIOFFICEFP2-19STORAGEFP2-20OFFICEFP2-21RESTRICTEDCABINETR26 STRAND TO ROOM A6 STRAND TO OPS TRR1RESTROOMFP2-12ELECTRICALFP2-13ROOM-16HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD307.dwg1-TD307EXISTING COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED1DETAIL - LEVEL 2EXISTING COMMUNICATIONS ROOM D (2-D-CR) LAYOUTSCALE: NOT TO SCALE2DETAIL - LEVEL 2EXISTING AWW COMMUNICATIONS ROOM D1 (2-D1-CR) LAYOUTSCALE: NOT TO SCALENOTE:DEDICATED AIRPORTS WORLDWIDE (AWW) ADMINISTRATION COMMUNICATIONS ROOM.NO NEW COMMUNICATIONS EQUIPMENT SHALL BE LOCATED IN THIS ROOM.FLOOR PLAN IS SHOWN FOR INFORMATION ONLY.CONFORMED SET425
EXISTING MECHANICALA2-03SIMPLEXCOPPERAPSR121-TD308R1COPPERHIRSCH MODEL 841-TD308RACK124 PT FIBER SHELF(EXISTING) (TYPICAL)CABLE MANAGER(TYPICAL)(EXISTING)24 PT PATCH PANEL(EXISTING) (TYPICAL)POWERDISTRIBUTION(EXISTING)NETWORK SWITCH(EXISTING) (TYPICAL)N.I.C.ACCESS LAYERSWITCH (NEW)24 PT PATCH PANEL(NEW)RACK1DAS EXPANSION HUB (EXISTING)EXISTINGEQUIPMENTHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD308.dwg1DETAIL - LEVEL 2EXISTING COMMUNICATIONS ROOM I (2-I-CR) LAYOUTSCALE: NOT TO SCALE2DETAIL - LEVEL 2EXISTING COMMUNICATIONS ROOM I (2-I-CR) RACK ELEVATIONSCALE: NOT TO SCALE1-TD308EXISTING COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED3DETAIL - LEVEL 2EXISTING COMMUNICATIONS ROOM W (2-W-CR) LAYOUTSCALE: NOT TO SCALE4DETAIL - LEVEL 2EXISTING COMMUNICATIONS ROOM W (2-W-CR) RACK ELEVATIONSCALE: NOT TO SCALENOT IN CONTRACTNOT IN CONTRACTCONFORMED SET426
EB2-05RECEPTIONB2-10OPPS MANAGER OFFICB2-11SAA ITB2-09INCOMING CONDUIT18" LADDER RACK(TYPICAL)2 POST RACK(TYPICAL)NEW GROUNDINGBUS BAR21-TD310CABLEDISTRIBUTIONRACKEQUIPMENTRACKFIBER SHELFPOWER DISTRIBUTION24 PT PATCH PANEL(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)DAS EXPANSION HUBACCESS LAYER SWITCH (NEW)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD310.dwg1-TD310NEW COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED1DETAIL - LEVEL 2NEW COMMUNICATIONS ROOM G (2-G-CR) LAYOUTSCALE: NOT TO SCALE2DETAIL - LEVEL 2NEW COMMUNICATIONS ROOM Y (2-G-CR) RACK ELEVATIONSCALE: NOT TO SCALECONFORMED SET427
LEVEL 2LEVEL 1COMMROOM H2(NEW)COMMROOM H1(EXISTING)COMMROOM H(EXISTING)COMMROOM G(NEW)COMMROOM D(EXISTING)COMMROOM D1(EXISTING)COMMROOM I(EXISTING)COMMROOM W(EXISTING)COMMROOM Y(EXISTING)EOC(EXISTINGRACK)(EXISTING)COMMROOM F(EXISTING)COMMROOM E(EXISTING)COMMROOM B(EXISTING)COMMROOM C2(SAA AND CBP)(EXISTING)COMMROOM A(MCR)(EXISTING)COMMROOMBLOCK HOUSE(EXISTING)TOSTRUCTURALGROUND(TYPICAL)TOELECTRICALGROUND(TYPICAL)TELECOMMUNICATIONSGROUNDING BAR (TYPICAL)COMMROOM LD1(NEW)COMMROOM PD1(NEW)COMMROOM JT(NEW)COMMROOM PD3(NEW)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD400.dwg1DETAIL - TYPICALTELECOMMUNICATIONS GROUNDING BUSBARSCALE: NOT TO SCALE1-TD400STRUCTURE CABLING SYSTEMTELECOM GROUNDING RISER DIAGRAMAS NOTEDCONFORMED SET428
LEVEL 2LEVEL 1COMMROOM2-H2-CR(EXISTING)COMMROOM2-H1-CR(EXISTING)COMMROOM2-H-CR(EXISTING)COMMROOM2-G-CR(NEW)COMMROOM2-D1-CR(EXISTING)COMMROOM2-I-CR(EXISTING)COMMROOM2-W-CR(EXISTING)COMMROOM2-Y-CR(EXISTING)AIRPORTOPERATIONSCENTER(EXISTINGCOMMROOM1-F-CR(EXISTING)COMMROOM1-E-CR(EXISTING)COMMROOM1-B-CR(EXISTING)COMMROOM1-C2-CR(EXISTING)COMMROOM1-A-CR(EXISTING)COMMROOM1-PD3-CR(NEW)COMMROOM1-JT-CR(NEW)BLOCKHOUSECOMM ROOM1-BH-CR(NEW)OUTSIDE OF TERMINAL BUILDINGTO ENDDEVICES ATGATESCARGOCARRIERBUILDINGPARKINGGARAGET-HANGARVEHICLEINSPECTIONSTATION(EXISTING)DOLLARCOMMROOM CRAMPMANAGERSCOMM ROOM(EXISTING)(CLOSET)PODIUMCOMM ROOMLEVEL 2(AWW,SAA, & ATT)COMM ROOMNEW ADMINAREA - GUESTHOUSECOMMROOM1-PD1-CR(NEW)COMMROOM1-LD-CR(NEW)COMMROOM1-A1-CR(NEW)COMMROOM1-AW-CR(EXISTING)TSACOMMROOM(NEW)(NIC)COMMROOM2-D-CR(EXISTING)COMMROOM2-H2-CR(NEW /EXPANSION)6571234HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\2-SFB02 1-TD401.dwg1-TD401FIBER RISER DIAGRAMCOMMUNICATIONS ROOM LOGIC DIAGRAMAS NOTEDCONFORMED SET429
CORE SWITCH(COMM ROOM F)LEVEL 2LEVEL 1ACCESS SWITCH(COMM ROOM D)ACCESS SWITCH(COMM ROOM I)ACCESS SWITCH(COMM ROOM W)CORE SWITCH(COMM ROOM E)CORE SWITCH(COMM ROOM B)CORE SWITCH(COMM ROOM A)ACCESS SWITCH(COMM ROOM PD 1)ACCESS SWITCH(COMM ROOM JT)ACCESS SWITCH(COMM ROOM PD 3)ACCESS SWITCH(COMM ROOM G)ACCESS SWITCH(COMM ROOM H2)(N)(E)ACCESS SWITCH(COMM ROOM F)(N)(E)(N)(E)ACCESS SWITCH(COMM ROOM E)(E)(N)ACCESS SWITCH(COMM ROOM B)(N)(E)(N)ACCESS SWITCH(COMM ROOM A)(N)(E)MMMMMMMMMMMMMMSMMMSMMMSMMM(N)(N)(E)(E)(E)ACCESS SWITCH(COMM ROOM LD1)11411221221221221441ACCESS SWITCH(COMM ROOM A1)(N)41SM(N)(N)(N)SM(N)CORE SWITCH(COMM ROOM D)(N)SM(E)(E)(N)122(E)111113333333HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\3-SFB02 1-TN001.dwg1-TN001ADMIN NETWORK SYSTEMLOGIC DIAGRAMAS NOTEDSHEET NOTES:FURNISH AND INSTALL NEW NETWORK SWITCH AS IDENTIFIED ON THEDRAWING.MIGRATE EXISTING UPLINKS FROM EXISTING CORE SWITCH TO NEWCORE SWITCH.FURNISH AND INSTALL NEW SFP MODULE TO REPLACE/UPDATEEXISTING SFP MODULE FOR UPLINK AT NEW CORE SWITCH.MIGRATE EXISTING VOIP CONNECTIONS FROM EXISTING HP SWITCH TONEW CISCO ACCESS SWITCH.1GENERAL NOTES:1. THE NEW (CISCO) NETWORK EQUIPMENT LOCATED ON THESE DRAWINGS IS ANEXPANSION OF THE EXISTING NETWORK. THE CONTRACTOR WILL BERESPONSIBLE FOR CONFIGURING, DEPLOYING, AND IMPLEMENTING THE NEWNETWORK EQUIPMENT.2. REFER TO SPECIFICATION 272010 SANFORD AIRPORT AUTHORITY ADMINISTRATIVEDATA COMMUNICATIONS FOR NETWORK EQUIPMENT DETAILS.3. REFER TO ROOM LAYOUT AND RACK ELEVATION DRAWINGS FOR NETWORKEQUIPMENT MOUNTING LOCATIONS.4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL NECESSARYSFP/SFP+ TRANSCEIVERS AND FIBER PATCH CORDS TO ESTABLISH NETWORKCONNECTIONS.5. THE VOIP NETWORK IS SUPPORTED BY A SEPARATE PHYSICAL (HP) NETWORK.THE CONTRACTOR WILL BE RESPONSIBLE FOR DEVELOPING AN IP ADDRESSINGSCHEME AND MIGRATING EXISTING VOIP CONNECTIONS TO THE SANFORDAIRPORT AUTHORITY ADMINISTRATIVE (CISCO) NETWORK.5. CORE-TO-CORE UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW CORESWITCHES.6. CORE TO ACCESS UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW ACCESSLAYER SWITCHES.SM = SINGLEMODEMM = MULTIMODE(E) = EXISTING(N) = NEW23LEGEND:EXISTING FIBERNEW FIBER4CONFORMED SET430
LEVEL 2LEVEL 1ACCESS SWITCH(COMM ROOM D)ACCESS SWITCH(COMM ROOM I)ACCESS SWITCH(COMM ROOM W)ACCESS SWITCH(COMM ROOM G)ACCESS SWITCH(COMM ROOM H2)ACCESS SWITCH(COMM ROOM Y)CORE SWITCH(COMM ROOM F)CORE SWITCH(COMM ROOM E)CORE SWITCH(COMM ROOM B)CORE SWITCH(COMM ROOM A)(N)(E)ACCESS SWITCH(COMM ROOM F)(N)(E)(N)(E)ACCESS SWITCH(COMM ROOM E)(E)(N)ACCESS SWITCH(COMM ROOM B)(N)(E)(N)ACCESS SWITCH(COMM ROOM A)(E)MMMMMMMMMMMMMMSMMMSMMM(N)(N)(E)(E)(E)MM(E)(E)(E)ACCESS SWITCH(COMM ROOM PD 1)ACCESS SWITCH(COMM ROOM JT)ACCESS SWITCH(COMM ROOM PD 3)SMACCESS SWITCH(COMM ROOM LD1)ACCESS SWITCH(COMM ROOM A1)(N)1SMSM(N)11112212212212211(N)(N)(N)ACCESS SWITCH(COMM ROOM G)SM(N)1CORE SWITCH(COMM ROOM D)(N)122(E)111133333333HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\3-SFB02 1-TN002.dwg1-TN002SECURITY NETWORK SYSTEMLOGIC DIAGRAMAS NOTEDSHEET NOTES:FURNISH AND INSTALL NEW NETWORK SWITCH AS IDENTIFIED ON THEDRAWING.MIGRATE EXISTING UPLINKS FROM EXISTING CORE SWITCH TO NEWCORE SWITCH.FURNISH AND INSTALL NEW SFP MODULE TO REPLACE/UPDATEEXISTING SFP MODULE FOR UPLINK AT NEW CORE SWITCH.1GENERAL NOTES:1. THE NEW (HP) NETWORK EQUIPMENT LOCATED ON THESE DRAWINGS IS ANEXPANSION OF THE EXISTING NETWORK. THE CONTRACTOR WILL BERESPONSIBLE FOR CONFIGURING, DEPLOYING, AND IMPLEMENTING THE NEWNETWORK EQUIPMENT.2. REFER TO SPECIFICATION 272020 SANFORD AIRPORT AUTHORITY SECURITY DATACOMMUNICATIONS FOR NETWORK EQUIPMENT DETAILS.3. REFER TO ROOM LAYOUT AND RACK ELEVATION DRAWINGS FOR NETWORKEQUIPMENT MOUNTING LOCATIONS.4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL NECESSARYSFP/SFP+ TRANSCEIVERS AND FIBER PATCH CORDS TO ESTABLISH NETWORKCONNECTIONS.5. CORE-TO-CORE UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW CORESWITCHES.6. CORE TO ACCESS UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW ACCESSLAYER SWITCHES.SM = SINGLEMODEMM = MULTIMODE(E) = EXISTING(N) = NEW2LEGEND:EXISTING FIBERNEW FIBER3CONFORMED SET431
LEVEL 2LEVEL 1ACCESS SWITCH(COMM ROOM D)ACCESS SWITCH(COMM ROOM I)ACCESS SWITCH(COMM ROOM W)ACCESS SWITCH(COMM ROOM G)ACCESS SWITCH(COMM ROOM H2)CORE SWITCH(COMM ROOM F)CORE SWITCH(COMM ROOM E)CORE SWITCH(COMM ROOM B)CORE SWITCH(COMM ROOM A)(N)(E)ACCESS SWITCH(COMM ROOM F)(N)(E)(N)(E)ACCESS SWITCH(COMM ROOM E)(E)(N)ACCESS SWITCH(COMM ROOM B)(N)(E)(N)ACCESS SWITCH(COMM ROOM A)(N)(E)MMMMMMMMMMMMMMMMSMMMSMMM(N)(N)(E)(E)(E)(E)(E)ACCESS SWITCH(COMM ROOM PD 1)ACCESS SWITCH(COMM ROOM JT)ACCESS SWITCH(COMM ROOM PD 3)11112212212212211SMACCESS SWITCH(COMM ROOM A1)(N)1SM13(N)(N)(N)CORE SWITCH(COMM ROOM D)(N)122(E)111333333HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\3-SFB02 1-TN003.dwg1-TN003AWW AREA NETWORK SYSTEMLOGIC DIAGRAMAS NOTEDSHEET NOTES:FURNISH AND INSTALL NEW NETWORK SWITCH AS IDENTIFIED ON THEDRAWING.MIGRATE EXISTING UPLINKS FROM CORE SWITCH TO NEW CORE SWITCH.FURNISH AND INSTALL NEW SFP MODULE TO REPLACE/UPDATE EXISTING SFPMODULE FOR UPLINK AT NEW CORE SWITCH.1GENERAL NOTES:1. THE NEW (HP) NETWORK EQUIPMENT LOCATED ON THESE DRAWINGS IS ANEXPANSION OF THE EXISTING NETWORK. THE CONTRACTOR WILL BERESPONSIBLE FOR CONFIGURING, DEPLOYING, AND IMPLEMENTING THE NEWNETWORK EQUIPMENT.2. REFER TO SPECIFICATION 272030 SANFORD AIRPORT WORLDWIDE DATACOMMUNICATIONS FOR NETWORK EQUIPMENT DETAILS.3. REFER TO ROOM LAYOUT AND RACK ELEVATION DRAWINGS FOR NETWORKEQUIPMENT MOUNTING LOCATIONS.4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL NECESSARYSFP/SFP+ TRANSCEIVERS AND FIBER PATCH CORDS TO ESTABLISH NETWORKCONNECTIONS.5. CORE-TO-CORE UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW CORESWITCHES.6. CORE TO ACCESS UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW ACCESSLAYER SWITCHES.LEGEND:SM = SINGLEMODEMM = MULTIMODE(E) = EXISTING(N) = NEW2EXISTING FIBERNEW FIBER3CONFORMED SET432
TELEPHONE ROOMPBX(EXISTING) PSTN CIRCUITSCOMMUNICATIONS ROOM(TYPICAL)COPPERBACKBONECABLINGCOMMUNICATIONS ROOM(TYPICAL)COMMUNICATIONS ROOM(TYPICAL)COMMUNICATIONS ROOM(TYPICAL)HORIZONTALDISTRIBUTIONRACKCOPPER BACKBONECABLINGCOPPER RISEREND DEVICE(PHONE, FAX, MODEM, ETC.)END DEVICE(PHONE, FAX, MODEM, ETC.)HORIZONTALDISTRIBUTIONRACKCOPPER BACKBONECABLINGEND DEVICE(PHONE, FAX, MODEM, ETC.)END DEVICE(PHONE, FAX, MODEM, ETC.)HORIZONTALDISTRIBUTIONRACKCOPPER BACKBONECABLINGEND DEVICE(PHONE, FAX, MODEM, ETC.)END DEVICE(PHONE, FAX, MODEM, ETC.)HORIZONTALDISTRIBUTIONRACKCOPPER BACKBONECABLINGEND DEVICE(PHONE, FAX, MODEM, ETC.)END DEVICE(PHONE, FAX, MODEM, ETC.)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\4-SFB02 1-TT001.dwg1-TT001TELEPHONY SYSTEMLOGIC DIAGRAMAS NOTEDCONFORMED SET433
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FIRE RISER ROOMLD-22SHEET: 1-TC101SHEET: 1-TC102SHEET: 1-TC105SHEET: 1-TC103SHEET: 1-TC106SHEET: 1-TC106SHEET: 1-TC104N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.11111NEWCOMM ROOM1-LD1-CREXISTINGCOMM ROOM F(1-F-CR)EXISTING / EXPANDEDCOMM ROOM E(1-E-CR)EXISTINGCOMM ROOM B(1-B-CR)EXISTINGSANFORD AIRPORTAUTHORITY / CBPCOMM ROOM C2(1-C2-CR)EXISTINGBLOCK HOUSE COMM ROOM(1-BH-CR)EXISTING / EXPANDEDAWW COMM ROOM(1-AW-CR)EXISTINGCOMM ROOM A(1-A-CR)NEWCOMM ROOM A1(1-A1-CR)NEWCOMM ROOM PD1(1-PD1-CR)NEWCOMM ROOM J(1-JT-CR)NEWCOMM ROOM P(1-PD3-CR)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\5-SFB02 1-TC100.dwg NORTH1DASOVERALL FIRST FLOOR PLANSCALE: 1/64" = 1'1.COVERAGE CIRCLES AND RECOMMENDED INSTALLATION LOCATIONS ARE PROVIDING AS A GUIDE FOR THE CONTRACTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL DESIGN AND PLACEMENT OF REMOTE ACCESS UNITS AND ANTENNAS TOENSURE COMPLIANCE WITH SPECIFICATION 275319.2.COVERAGE CIRCLES ILLUSTRATE APPROXIMATE RADIATED DISTANCE FROM ANTENNA OF 150' BASED ON A DENSEENVIRONMENT ACCOMMODATING CELLULAR SIGNAL STANDARDS IN USE TODAY.3.DOTS IN CENTER OF COVERAGE CIRCLES INDICATE THE APPROXIMATE RECOMMENDED INSTALLATION LOCATION OF THEREMOTE ACCESS UNIT AND ANTENNA.4.DAS COVERAGE REQUIREMENTS AS PART OF THIS SCOPE OF WORK SHALL INCLUDE NEW TERMINAL AREAS ONLY.5.ANTENNAS AND REMOTE ACCESS UNITS SHALL BE INSTALLED IN AND ABOVE CEILINGS AS APPLICABLE PER THEMANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.GENERAL NOTES:1-TC100DASOVERAL FIRST FLOOR PLANAS NOTEDCONFORMED SET434
CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGGAGE CLAIM 3FP1-03KITCHENBC3-06ELEVATORFP2-23SCREENING EXPANSION 1ST FLOORFP1-01STAIRSFP1-04OFFICES / IT ROOMBC3-05FAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02STORAGEBC3-01HVACBC3-07FIRE RISER ROOMFP-06SECURITY EXITFIS-14ITFIS-13EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03SAA STORAGEFIS-11REFER TO SHEET: 1-TC102REFER TO SHEET: 1-TC103REFER TO SHEET: 1-TC105REFER TO SHEET: 1-TC103REFER TO SHEET: 1-TC103REFER TO SHEET: 1-TC104REFER TO SHEET: 1-TC103REFER TO SHEET: 1-TC104REFER TO SHEET: 1-TC102REFER TO SHEET: 1-TC10311EXISTINGSANFORD AIRPORT AUTHORITY / CBPCOMM ROOM C2(1-C2-CR)EXISTINGCOMM ROOM B(1-B-CR)1-B-CRHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\5-SFB02 1-TC103.dwg NORTH1DASPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'1-TC103DASPARTIAL FIRST FLOOR PLANAS NOTEDKEYED NOTES:COVERAGE FROM ABOVE.1GENERAL NOTES:1.COVERAGE CIRCLES AND RECOMMENDED INSTALLATION LOCATIONS ARE PROVIDING AS A GUIDE FOR THE CONTRACTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL DESIGN AND PLACEMENT OF REMOTE ACCESS UNITS AND ANTENNAS TOENSURE COMPLIANCE WITH SPECIFICATION 275319.2.COVERAGE CIRCLES ILLUSTRATE APPROXIMATE RADIATED DISTANCE FROM ANTENNA OF 150' BASED ON A DENSEENVIRONMENT ACCOMMODATING CELLULAR SIGNAL STANDARDS IN USE TODAY.3.DOTS IN CENTER OF COVERAGE CIRCLES INDICATE THE APPROXIMATE RECOMMENDED INSTALLATION LOCATION OF THEREMOTE ACCESS UNIT AND ANTENNA.4.DAS COVERAGE REQUIREMENTS AS PART OF THIS SCOPE OF WORK SHALL INCLUDE NEW TERMINAL AREAS ONLY.CONFORMED SET435
Table
Table
Table
Table
Table
Table
Table 29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8" 8'-1" 7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTY
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ENTEREXIT
BINSEMPTY
BINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTY
BINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTY
BINSEMPTYBINSEMPTY AT26040 aTiX
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BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLE
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BINSEMPTYAT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
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ENTEREXIT
TDC/CATTDC/CAT
TDC/CA
T
TDC/C
A
T
TDC/CAT
TDC/CA
T
TDC/CA
TTDC/CAT
AVS
AVS
ETDBLS
AVSAVSETDBLS
ETDBLS
AVSAVSAVS
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2LADA GATEWTMD
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L
L
4
3
L4
3
L
3
L
2LADA GATE WTMD
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C
A
B
I
N
E
T
B2-07EXISTING MECHANICAL ROOMB2-01EXISTIN
G
M
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C
H
A
N
I
C
A
L
A2-03EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-0
5KIDS PLAY AREAA2-06SKYWAY POD 1 S2-01CORRIDORS2-02SKYWAY POD 2S2-03CORRIDORS2-07SKYWAY POD 3 S2-08SECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08WOME
N
S
R
O
O
M
B2-04MENS ROOMB2-05RECEP
T
I
O
N
B2-10OPPS MANAGER OFFICEB2-11PSRB2-15PASS
E
N
G
E
R
W
A
I
T
I
N
G
A
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E
A
B2-13SECURITY EXITA2-08LOBBYA2-09ELEV
A
T
O
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1
A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10 CONCESSIONA2-07ELEVATOR 3B1-48ELEVATOR 4B1-49EXPANDED SCREENING AREAB2-14
PENTHOUSEB2-16BAGGA
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R
O
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B2-18CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-0
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FP2-04OFFICE FP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-0
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FP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTR
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FP2-16Room FP2-17OFFICE FP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-2
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FP2-23STAIRSFP1-
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SHEET: 1-TC201SHEET: 1-TC202SHEET: 1-TC205SHEET: 1-TC203SHEET: 1-TC206SHEET: 1-TC206SHEET: 1-TC204N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.111EXISTINGCOMM ROOM H2(2-H2-CR)EXISTINGCOMM ROOM H1(2-H1-CR)EXISTINGCOMM ROOM H(2-H-CR)NEWTSA COMM ROOM(NOT IN SCOPE)NEWCOMM ROOM G(2-G-CR)EXISTINGCOMM ROOM D(2-D-CR)EXISTINGCOMM ROOM D1(2-D1-CR)EXISTINGCOMM ROOM I(2-I-CR)EXISTINGCOMM ROOM W(2-W-CR)EXISTINGCOMM ROOM Y(2-Y-CR)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\5-SFB02 1-TC200.dwg NORTH1DASOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'1-TC200DASOVERAL SECOND FLOOR PLANAS NOTEDGENERAL NOTES:1.COVERAGE CIRCLES AND RECOMMENDED INSTALLATION LOCATIONS ARE PROVIDING AS A GUIDE FOR THE CONTRACTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL DESIGN AND PLACEMENT OF REMOTE ACCESS UNITS AND ANTENNAS TOENSURE COMPLIANCE WITH SPECIFICATION 275319.2.COVERAGE CIRCLES ILLUSTRATE APPROXIMATE RADIATED DISTANCE FROM ANTENNA OF 150' BASED ON A DENSEENVIRONMENT ACCOMMODATING CELLULAR SIGNAL STANDARDS IN USE TODAY.3.DOTS IN CENTER OF COVERAGE CIRCLES INDICATE THE APPROXIMATE RECOMMENDED INSTALLATION LOCATION OF THEREMOTE ACCESS UNIT AND ANTENNA.4.DAS COVERAGE REQUIREMENTS AS PART OF THIS SCOPE OF WORK SHALL INCLUDE NEW TERMINAL AREAS ONLY.CONFORMED SET436
29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8"8'-1"7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
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2LADA GATEWTMDCEIA12LADA GATEWTMDCEIA12LADA GATEWTMDCEIA1EXISTING MECHANICALA2-03SECURITY CHECKPOINT SCREENINGB2-12RECEPTIONB2-10MANAGER OFFICEB2-11PSRB2-15EXPANDED SCREENING AREAB2-14PENTHOUSEB2-16BAGGAGE CLAIM ROOFB2-17CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-03OFFICEFP2-04OFFICEFP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-07OFFICEFP2-09RECEPTIONFP2-10RESTROOMFP2-12ELECTRICALFP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTROOMFP2-16RoomFP2-17OFFICEFP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-22ELEVATORFP2-23STAIRSFP1-04EXPANDED SCREENING AREAB2-14SECURITY CHECKPOINT SCREENINGB2-12OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11BREFER TO SHEET: 1-TC202REFER TO SHEET: 1-TC203REFER TO SHEET: 1-TC205REFER TO SHEET: 1-TC203REFER TO SHEET: 1-TC203REFER TO SHEET: 1-TC204REFER TO SHEET: 1-TC203REFER TO SHEET: 1-TC204REFER TO SHEET: 1-TC202REFER TO SHEET: 1-TC2031EXISTINGCOMM ROOM D(2-D-CR)EXISTINGCOMM ROOM D1(2-D1-CR)EXISTINGCOMM ROOM I(2-I-CR)2-G-CR2-G-CRHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\5-SFB02 1-TC203.dwg NORTH1DASPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TC203DASPARTIAL SECOND FLOOR PLANAS NOTEDKEYED NOTES:COVERAGE FROM BELOW.1GENERAL NOTES:1.COVERAGE CIRCLES AND RECOMMENDED INSTALLATION LOCATIONS ARE PROVIDING AS A GUIDE FOR THE CONTRACTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL DESIGN AND PLACEMENT OF REMOTE ACCESS UNITS AND ANTENNAS TOENSURE COMPLIANCE WITH SPECIFICATION 275319.2.COVERAGE CIRCLES ILLUSTRATE APPROXIMATE RADIATED DISTANCE FROM ANTENNA OF 150' BASED ON A DENSEENVIRONMENT ACCOMMODATING CELLULAR SIGNAL STANDARDS IN USE TODAY.3.DOTS IN CENTER OF COVERAGE CIRCLES INDICATE THE APPROXIMATE RECOMMENDED INSTALLATION LOCATION OF THEREMOTE ACCESS UNIT AND ANTENNA.4.DAS COVERAGE REQUIREMENTS AS PART OF THIS SCOPE OF WORK SHALL INCLUDE NEW TERMINAL AREAS ONLY.CONFORMED SET437
HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\5-SFB02 1-TC300.dwg1-TC300DASEQUIPMENT MATRIXAS NOTEDCONFORMED SET438
SHEET: 1-TI102SHEET: 1-TI105SHEET: 1-TI103SHEET: 1-TI106SHEET: 1-TI106SHEET: 1-TI104SHEET: 1-TI101N.I.C.N.I.C.N.I.C.N.I.C.HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI100.dwg NORTH1APSOVERALL FIRST FLOOR PLANSCALE: 1/64" = 1'1-TI100APSOVERAL FIRST FLOOR PLANAS NOTEDCONFORMED SET439
AAAAZONE 1.2ZONE 1.1ZONE 1.3ZONE 1.2ZONE 1.4ZONE 1.2ZONE 1.5N.I.C.N.I.C.N.I.C.HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI100A.dwg NORTH1APSOVERALL ZONE LAYOUT - FIRST FLOOR PLANSCALE: 1/64" = 1'1-TI100AAPSOVERAL ZONE LAYOUT - FIRST FLOOR PLANAS NOTEDCONFORMED SET440
OSZONE 1.1ZONE 1.2ZOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSSSSSS1-E-CR1-E-CR1-E-CRAAREFER TO SHEET: 1-TI102REFER TO SHEET: 1-TI103REFER TO SHEET: 1-TI102REFER TO SHEET: 1-TI103REFER TO SHEET: 1-TI101REFER TO SHEET: 1-TI102HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI102.dwg NORTH1APSPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'1-TI102APSPARTIAL FIRST FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSSCONFORMED SET441
REFER TO SHEET: 1-TI102REFER TO SHEET: 1-TI103REFER TO SHEET: 1-TI105REFER TO SHEET: 1-TI103REFER TO SHEET: 1-TI103REFER TO SHEET: 1-TI104REFER TO SHEET: 1-TI103REFER TO SHEET: 1-TI104REFER TO SHEET: 1-TI102REFER TO SHEET: 1-TI103ZONE 1.2ZONE 1.1OSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSSSSSSSSSSSSSSSSSSSSSSSSSSSSOSSSSSSSSSSSSSSSS1-B-CR1-B-CRASSSSSSAAHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI103.dwg NORTH1APSPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'1-TI103APSPARTIAL FIRST FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSSCONFORMED SET442
ZONE 1.5 - N.I.C.ZONE 1.2OSOSOSOSOSOSOSOSOSOSOSOSOS1-A-MCR1-A-MCRZONE 1.5 - N.I.C.ZONE 1.2OSOSOSOSOSOSOSOSOSOSOSOSOS1-A-MCR1-A-MCRREFER TO SHEET: 1-TI103REFER TO SHEET: 1-TI104REFER TO SHEET: 1-TI103REFER TO SHEET: 1-TI104REFER TO SHEET: 1-TI104REFER TO SHEET: 1-TI106HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI104.dwg NORTH1APSPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'1-TI104APSPARTIAL FIRST FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSSCONFORMED SET443
SHEET: 1-TI201SHEET: 1-TI202SHEET: 1-TI205SHEET: 1-TI203SHEET: 1-TI206SHEET: 1-TI206SHEET: 1-TI204HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI200.dwg NORTH1APSOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'1-TI200APSOVERAL SECOND FLOOR PLANAS NOTEDCONFORMED SET444
ZONE 2.13ZONE 2.10ZONE 2.2ZONE 2.10ZONE 2.3ZONE 2.4ZONE 2.5ZONE 2.9ZONE 2.6ZONE 2.7ZONE 2.8ZONE 2.8ZONE 2.4N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.ZONE 2.12ZONE 2.11ZONE 2.14ZONE 2.15HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI200A.dwg NORTH1APSOVERALL ZONE LAYOUT - SECOND FLOOR PLANSCALE: 1/64" = 1'1-TI200AAPSOVERAL ZONE LAYOUT - SECOND FLOOR PLANAS NOTEDCONFORMED SET445
REFER TO SHEET: 1-TI201REFER TO SHEET: 1-TI202ZONE 2.10ZONE 2.10ZONE 2.11ZONE 2 2SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS2-H2-CRAA2-H2-CRZONE 2.122-H2-CRZONE 2.13ZONE 2.142-H2-CRAAAHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI201.dwg NORTH1APSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TI201APSPARTIAL SECOND FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSSCONFORMED SET446
ZONE 2.10 ZZONE 2.10ZONE 2.2ZONE 2.4ZONE 2.3SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS2-H2-CR2-H2-CR2-H2-CR2-G-CRAA2-G-CRN.I.C.ZONE 2.13ZONE 2.142-H2-CRAAREFER TO SHEET: 1-TI202REFER TO SHEET: 1-TI203REFER TO SHEET: 1-TI202REFER TO SHEET: 1-TI203REFER TO SHEET: 1-TI201REFER TO SHEET: 1-TI202HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI202.dwg NORTH1APSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TI202APSPARTIAL SECOND FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSSCONFORMED SET447
REFER TO SHEET: 1-TI202REFER TO SHEET: 1-TI203REFER TO SHEET: 1-TI205REFER TO SHEET: 1-TI203REFER TO SHEET: 1-TI203REFER TO SHEET: 1-TI204REFER TO SHEET: 1-TI203REFER TO SHEET: 1-TI204REFER TO SHEET: 1-TI202REFER TO SHEET: 1-TI203ZONE 2.9ZONE 2.50 ZONE 2.10ZONE 2.4SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS2-G-CR2-G-CR2-I-CR2-I-CR2-I-CR2-I-CR2-I-CRAA2-G-CRAZONE 2.15HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI203.dwg NORTH1APSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TI203APSPARTIAL SECOND FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSSCONFORMED SET448
REFER TO SHEET: 1-TI203REFER TO SHEET: 1-TI204REFER TO SHEET: 1-TI203REFER TO SHEET: 1-TI204REFER TO SHEET: 1-TI204REFER TO SHEET: 1-TI206ZONE 2.8 - N.I.C.ZONE 2.7 - N.I.C.ZONE 2.5SSSSSSSSSSSSSSSSSSSSSSAHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI204.dwg NORTH1APSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TI204APSPARTIAL SECOND FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSSCONFORMED SET449
REFER TO SHEET: 1-TI205REFER TO SHEET: 1-TI2034ZONE 2.9ZONE 2.9SSSSSSSSSSSSSSSSSSSSSSSSSSAAAHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI205.dwg NORTH1APSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TI205APSPARTIAL SECOND FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSSCONFORMED SET450
COMMUNICATIONS ROOM(TYPICAL)23COMMUNICATIONS ROOM(TYPICAL)23PAGING ROOM12COMMUNICATIONS ROOM(TYPICAL)23COMMUNICATIONS ROOM(TYPICAL)23SSSSSSSSSAAAMPMPSSSSSSSSSAAAMPMPSSSSSSSSSAAAMPMPSSSSSSSSSAAAMPMPMUZAK(EXISTING)4HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI300.dwgSHEET NOTES:PAGING HEAD-END EQUIPMENTLOCAL AREA NETWORKDISTRIBUTED PA EQUIPMENT (AMPLIFIERS, INPUT BUS)CONNECT EXISTING MUZAK INTERFACE INTO THE NEWDISTRIBUTED PA EQUIPMENT.123LEGEND:MICROPHONESPEAKERAMBIENT NOISE SENSORSAMP1-TI300AUDIO PAGING SYSTEMLOGIC DIAGRAMAS NOTEDGENERAL NOTES:1.DUE TO PHASING OF THIS PROJECT CONTRACTORIS RESPONSIBLE FOR PROVIDING AMPLIFIERSAND HEAD-END EQUIPMENT SIZEDAPPROPRIATELY FOR ALL THREE PHASES OF THEAPS DESIGN.4CONFORMED SET451
REPEAT FOR A TOTAL OF 17ZONE 1-11-E-CR1-B-CR1-A-MCR2-H2-CR2-G-CR2-I-CR2-W-CRREPEAT FOR A TOTAL OF 20ZONE 1-1REPEAT FOR A TOTAL OF 15ZONE 1-2REPEAT FOR A TOTAL OF 10ZONE 1-1REPEAT FOR A TOTAL OF 18ZONE 1-1REPEAT FOR A TOTAL OF 6ZONE 1-2REPEAT FOR A TOTAL OF 7ZONE 1-2REPEAT FOR A TOTAL OF 18ZONE 1-5REPEAT FOR A TOTAL OF 8ZONE 1-5REPEAT FOR A TOTAL OF 15ZONE 1-5REPEAT FOR A TOTAL OF 13ZONE 1-5REPEAT FOR A TOTAL OF 8ZONE 2-11REPEAT FOR A TOTAL OF 13ZONE 2-12REPEAT FOR A TOTAL OF 8ZONE 2-2REPEAT FOR A TOTAL OF 19ZONE 2-2REPEAT FOR A TOTAL OF 19ZONE 2-2REPEAT FOR A TOTAL OF 25ZONE 2-10REPEAT FOR A TOTAL OF 17ZONE 2-4REPEAT FOR A TOTAL OF 19ZONE 2-4REPEAT FOR A TOTAL OF 17ZONE 2-10REPEAT FOR A TOTAL OF 17ZONE 2-15REPEAT FOR A TOTAL OF 16ZONE 2-5REPEAT FOR A TOTAL OF 20ZONE 2-5REPEAT FOR A TOTAL OF 23ZONE 2-5REPEAT FOR A TOTAL OF 16ZONE 2-9REPEAT FOR A TOTAL OF 18ZONE 2-9REPEAT FOR A TOTAL OF 6ZONE 2-7REPEAT FOR A TOTAL OF 23ZONE 2-7REPEAT FOR A TOTAL OF 20ZONE 2-7REPEAT FOR A TOTAL OF 23ZONE 2-7REPEAT FOR A TOTAL OF 18ZONE 2-7REPEAT FOR A TOTAL OF 32ZONE 2-8REPEAT FOR A TOTAL OF 24ZONE 1-2REPEAT FOR A TOTAL OF 12ZONE 2-3REPEAT FOR A TOTAL OF 6ZONE 2-13REPEAT FOR A TOTAL OF 6ZONE 2-14HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI301.dwg1-TI301AUDIO PAGING SYSTEMFUNCTIONAL DIAGRAMNTS1.LOUDSPEAKER CABLING. CABLING SHALL BE 12 AWG TO THE FIRST LOUDSPEAKER IN THE CIRCUIT AND14 AWG BETWEEN EACH LOUDSPEAKER. PROVIDE PLENUM OR NON-PLENUM CABLING AS SITE ANDRACEWAY CONDITIONS ALLOW. REFER TO SPECIFICATION 274219 "PUBLIC ADDRESS SYSTEM" FORFURTHER INFORMATION.GENERAL NOTES:CONFORMED SET452
EXISTING OR NEW ACOUSTIC CEILING PANEL ANCHOR EYE BOLT CONNECTED TO CONCRETESLAB OR STEEL STRUCTURE OPTIONAL 18 GA. HANGER WIRE IED-ATLAS STRATEGY SERIES FAP62TSPEAKER OR EQUIVALENT WITH C-RINGAND SUPPORT RAILS AS RECOMMENDEDBY MANUACTURERVARIESXXYYISOMETRIC VIEWSECTIONAL VIEWCOPPER SPEAKER WIRE ROUTED TO AMPLIFIER EXISTING OR NEW SUSPENDED CEILING IED-ATLAS STRATEGY SERIES SM82T SPEAKER OREQUIVALENT FASTENED TO VERTICAL WALL AS RECOMMENDEDBY MANUFACTURER. SPEAKER MAY BE MOUNTED HORIZONTAL ORVERTICAL DEPENDING ON APPLICATION AND POSITION AS PERMANUFACTURER'S RECOMMENDATIONSVARIESSECTIONAL VIEWCOPPER SPEAKER WIRE ROUTED TO AMPLIFIERPLAN VIEW20.0°ISOMETRIC VIEW - VERTICAL ORIENTATIONEXTERIORINTERIORVARIES1-TI401APS SPEAKER MOUNTING DETAILSAS NOTED2EXTERIOR MOUNTED SPEAKER ONVERTICAL WALL - HORIZONTAL ORIENTATIONSCALE: NTS1INTERIOR MOUNTED SPEAKER INEXISTING / NEW ACOUSTIC CEILING PANELSCALE: NTSHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.04.07.20172015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346100% CONSTRUCTION DOCUMENTS SUBMITTAL - FOR REVIEWE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\6-SFB02 1-TI401.dwgCONFORMED SET453
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A
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FIRE RISER ROOMLD-22SHEET: 1-TN101SHEET: 1-TN102SHEET: 1-TN105SHEET: 1-TN103SHEET: 1-TN106SHEET: 1-TN106SHEET: 1-TN104N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\7-SFB02 1-TN100.dwg NORTH1EVIDSOVERALL FIRST FLOOR PLANSCALE: 1/64" = 1'1-TN100EVIDSOVERAL FIRST FLOOR PLANAS NOTEDCONFORMED SET454
Table
Table
Table
Table
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Table 29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8" 8'-1" 7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTY
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L3
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L3
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TDC/CATTDC/CAT
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B2-10OPPS MANAGER OFFICEB2-11PSRB2-15PASS
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SHEET: 1-TN201SHEET: 1-TN202SHEET: 1-TN205SHEET: 1-TN203SHEET: 1-TN206SHEET: 1-TN206SHEET: 1-TN204N. I. C.N. I. C.N. I. C.N. I. C.N. I. C.HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\7-SFB02 1-TN200.dwg NORTH1EVIDSOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'1-TN200EVIDSOVERAL SECOND FLOOR PLANAS NOTEDCONFORMED SET455
FM2.021NEWTSA COMM ROOM(NOT IN SCOPE)EXISTINGCOMM ROOM H2(2-H2-CR)EXISTINGCOMM ROOM H1(2-H1-CR)EXISTINGCOMM ROOM H(2-H-CR)NEWCOMM ROOM G(2-G-CR)Table
Table
Table
Table UPTSA IT CABINETB2-07EXISTING MECHANICAL ROOMB2-01SECURITY EXITB2-02SECURITY OFFICEB2-08WOMENS ROOMB2-04MENS ROOMB2-05RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PASSENGER WAITING AREAB2-13ELEVATOR 3B1-48ELEVATOR 4B1-49CORRIDORB2-18SAA ITB2-09JANITORB2-06O121'-1"ITB2-20REFER TO SHEET: 1-TC202REFER TO SHEET: 1-TC203REFER TO SHEET: 1-TC202REFER TO SHEET: 1-TC203REFER TO SHEET: 1-TC201REFER TO SHEET: 1-TC202HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\7-SFB02 1-TN202.dwg NORTH1EVIDSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TN202EVIDSPARTIAL SECOND FLOOR PLANAS NOTEDWMDISPLAY TYPEREFERENCES DISPLAY TYPES 1-10.REFER TO SHEET TN400 AND TN401 FORSPECIFIC DISPLAY TYPE CONFIGURATION,ORIENTATION AND MOUNTING METHOD.LEVEL1 = FIRST FLOOR LEVEL2 = SECOND FLOOR LEVEL1.1011.10MOUNTING METHODCM = CEILING MOUNTEDCO = COLUMN MOUNTEDFM = FLOOR MOUNTEDWM = WALL MOUNTEDDISPLAY REFERENCE NUMBER01 = DISPLAY NUMBER 102 = DISPLAY NUMBER 2ETC.FIDS NOTATION LEGEND:GENERAL NOTES:1.REFER TO SHEET TN401 AND TN402 FOR DISPLAY TYPE DETAILS.2.DISPLAY LOCATIONS ARE BASED ON INFORMATION OBTAINED FROM AVCON ON DECEMBER 13, 2016.3.EVIDS DRAWINGS REFER TO NEW DISPLAY LOCATIONS ONLY. ALL NEW DISPLAYS TO BE ADDED TOEXISTING SYSTEM. AIRPORTS WORLDWIDE (AW) WILL PERFORM SYSTEM CONFIGURATION TOACCOMMODATE ALL NEW DISPLAYS.4.CONTRACTOR TO VERIFY LOCATIONS, MOUNTING TYPE AND MOUNTING DETAILS WITHARCHITECTURAL DRAWINGS.CONFORMED SET456
REFER TO SHEET: 1-TN202REFER TO SHEET: 1-TN203REFER TO SHEET: 1-TN205REFER TO SHEET: 1-TN203REFER TO SHEET: 1-TN203REFER TO SHEET: 1-TN204REFER TO SHEET: 1-TN203REFER TO SHEET: 1-TN204REFER TO SHEET: 1-TN202REFER TO SHEET: 1-TN20329'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8"8'-1"7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
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BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT TDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSETDBLSAVSAVSETDBLSETDBLSAVSAVSAVSETDBLS2LADA GATEWTMDCEIA12ETDETDETDETD
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2LADA GATEWTMDCEIA12LADA GATEWTMDCEIA12LADA GATEWTMDCEIA1EXISTING MECHANICALA2-03SECURITY CHECKPOINT SCREENINGB2-12RECEPTIONB2-10MANAGER OFFICEB2-11PSRB2-15EXPANDED SCREENING AREAB2-14PENTHOUSEB2-16BAGGAGE CLAIM ROOFB2-17CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-03OFFICEFP2-04OFFICEFP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-07OFFICEFP2-09RECEPTIONFP2-10RESTROOMFP2-12ELECTRICALFP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTROOMFP2-16RoomFP2-17OFFICEFP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-22ELEVATORFP2-23STAIRSFP1-04EXPANDED SCREENING AREAB2-14SECURITY CHECKPOINT SCREENINGB2-12OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11BCM2.302CM2.312CM2.349CM2.359EXISTINGCOMM ROOM D(2-D-CR)EXISTINGCOMM ROOM D1(2-D1-CR)EXISTINGCOMM ROOM I(2-I-CR)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\7-SFB02 1-TN203.dwg NORTH1EVIDSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'1-TN203EVIDSPARTIAL SECOND FLOOR PLANAS NOTEDWMDISPLAY TYPEREFERENCES DISPLAY TYPES 1-10.REFER TO SHEET TN400 AND TN401 FORSPECIFIC DISPLAY TYPE CONFIGURATION,ORIENTATION AND MOUNTING METHOD.LEVEL1 = FIRST FLOOR LEVEL2 = SECOND FLOOR LEVEL1.1011.10MOUNTING METHODCM = CEILING MOUNTEDCO = COLUMN MOUNTEDFM = FLOOR MOUNTEDWM = WALL MOUNTEDDISPLAY REFERENCE NUMBER01 = DISPLAY NUMBER 102 = DISPLAY NUMBER 2ETC.FIDS NOTATION LEGEND:GENERAL NOTES:1.REFER TO SHEET TN401 AND TN402 FOR DISPLAY TYPE DETAILS.2.DISPLAY LOCATIONS ARE BASED ON INFORMATION OBTAINED FROM AVCON ON DECEMBER 13, 2016.3.EVIDS DRAWINGS REFER TO NEW DISPLAY LOCATIONS ONLY. ALL NEW DISPLAYS TO BE ADDED TOEXISTING SYSTEM. AIRPORTS WORLDWIDE (AW) WILL PERFORM SYSTEM CONFIGURATION TOACCOMMODATE ALL NEW DISPLAYS.4.CONTRACTOR TO VERIFY LOCATIONS, MOUNTING TYPE AND MOUNTING DETAILS WITHARCHITECTURAL DRAWINGS.CONFORMED SET457
EVIDS LANAIRLINEANDAIRPORTINPUTWORKSTATIONSBAGGAGEINPUTCONSOLESHOST AND 3RD PARTY CONNECTIONS(VIA COMMUNICATIONS INFRASTRUCTURE)EVIDSPRIMARYSERVERHOST AND 3RD PARTYCONNECTIONS(VIA COMMUNICATIONSINFRASTRUCTURE)EVIDSSECONDARYSERVERSDYNAMIC MESSAGEParkingGarageDYNAMIC MESSAGEEconomyParkingRental Car ReturnNEXT LEFT(Static Sign)Terminal BSTRAIGHT(Static Sign)ROADWAY SIGNSINTEGRATION WITH EVIDS(OPTIONAL)EXISTING FIDSTERMINAL BLEVELS 1 AND 2 - WESTFIDS FIDSFIDSFIDSFIDSBIDSFIDS FIDS FIDS FIDSEXISTING FIDSTERMINAL ALEVELS 1 AND 2 - EASTFIDSBIDSFIDSBIDSFIDSBIDSSECURITYWAITTIMESQUEUE MANAGEMENT SYSTEM (OPTIONAL)FIDSBIDSFIDSBIDSFIDSBIDSFIDSBIDSEXISTING FIDSTERMINAL BLEVELS 1 AND 2 - CENTRALEXISTING FIDSTERMINAL ALEVELS 1 AND 2 - CENTRALHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\7-SFB02 1-TN300.dwg1-TN300EVIDSFIDS / BIDS SYSTEM LOGIC DIAGRAMAS NOTEDGENERAL NOTES:1.REFER TO SHEET TN401 AND TN402 FOR DISPLAY TYPE DETAILS FOR ALL NEW EVIDS DISPLAYLOCATIONS.2.THIS SHEET DEPICTS EXISTING EVIDS EQUIPMENT AND COMPONENTS. REFER TO SHEET TN301 FORNEW EQUIPMENT TO BE ADDED TO THE EXISTING SYSTEM.CONFORMED SET458
LEVEL 2PUBLIC FLIGHT INFORMATION ETHERNET CONNECTIONTO EVIDS LAN SWITCH INCR (TYPICAL), UTILIZECAT 6 UTP CABLINGAIRPORT LAN SWITCHCOMMUNICATIONSROOM G2-G-CR(LEVEL 2)ADJACENT TO SECURITY CONTROLLCDDISPLAYDEPARTURE LOUNGE - WEST AIRPORT LAN SWITCHCOMMUNICATIONSROOM H22-H2-CR(LEVEL 2)LCDDISPLAYLCDDISPLAYDEPARTURE INFOTYPE 2 / 2.3046" / 1 TOTALWALL MOUNTEDFLIGHT INFORMATIONTYPE 1 / 2.0246" / 2 TOTALFLOOR MOUNTEDETHERNET CONNECTIONTO EVIDS LAN SWITCH INCR (TYPICAL), UTILIZECAT 6 UTP CABLINGMM FIBER OPTIC CONNECTIONTO LAN CORE SWITCHESDEPARTURE INFOTYPE 2 / 2.3146" / 1 TOTALWALL MOUNTEDMM FIBER OPTIC CONNECTIONTO LAN CORE SWITCHESLCDDISPLAYDEPARTURE COMMON LOUNGEETHERNET CONNECTIONTO EVIDS LAN SWITCH INCR (TYPICAL), UTILIZECAT 6 UTP CABLINGFLIGHT INFORMATIONTYPE 1 / 2.4046" / 2 TOTALFLOOR MOUNTEDAIRPORT LAN SWITCHCOMMUNICATIONSROOM PD11-PD1-CR(LEVEL 1)LCDDISPLAYGATE INFORMATIONTYPE 2 / 2.4146" / 1 TOTALWALL MOUNTEDLCDDISPLAYFLIGHT INFORMATIONTYPE 1 / 2.4346" / 2 TOTALFLOOR MOUNTEDLCDDISPLAYETHERNET CONNECTIONTO EVIDS LAN SWITCH INCR (TYPICAL), UTILIZECAT 6 UTP CABLINGGATE INFOTYPE 10 / 2.5146" / 1 TOTALCEILING MOUNTEDAIRPORT LAN SWITCHCOMMUNICATIONSROOM PD31-PD3-CR(LEVEL 1)LCDDISPLAYFLIGHT INFORMATIONTYPE 10 / 2.5246" / 1 TOTALCEILING MOUNTEDEVIDS LOCAL AREANETWORKAIRPORT LAN SWITCHCOMMUNICATIONSROOM A11-A1-CR(LEVEL 1)BAGGAGE INPUTTYPE 7 / 1.40BIC / 1 TOTALFLOOR MOUNTEDETHERNET CONNECTION TO AIRPORT LAN SWITCHIN MCR (TYPICAL), UTILIZE CAT 6 UTP CABLING ALLHEAD END DEVICES AND EQUIPMENT TO BEPROVIDED BY OWNERBAGGAGE INPUTTYPE 7 / 1.41BIC / 1 TOTALFLOOR MOUNTEDBICBICBAGGAGE MAKE-UP / CLAIM AREAARRIVAL BAGGAGETYPE 4 / 1.4355" / 2 TOTALCEILING MOUNTEDLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYETHERNET CONNECTION TO AIRPORT LAN SWITCHIN MCR (TYPICAL), UTILIZE CAT 6 UTP CABLING ALLHEAD END DEVICES AND EQUIPMENT TO BEPROVIDED BY OWNERARRIVAL BAGGAGETYPE 4 / 1.4455" / 2 TOTALCEILING MOUNTEDBAGGAGE INPUTTYPE 7 / 1.42BIC / 1 TOTALFLOOR MOUNTEDBICFLIGHT INFORMATIONTYPE 1 / 1.4646" / 2 TOTALFLOOR MOUNTEDLCDDISPLAYDEPARTURE INFOTYPE 2 / 2.4246" / 1 TOTALWALL MOUNTEDLCDDISPLAYGATE INFOTYPE 10 / 2.5046" / 1 TOTALCEILING MOUNTEDLCDDISPLAYFLIGHT INFORMATIONTYPE 10 / 2.5346" / 1 TOTALCEILING MOUNTEDNEW PIERDEPARTURE GATESEVIDS LOCAL AREANETWORKMM FIBER OPTIC CONNECTIONTO LAN CORE SWITCHESLCDDISPLAYLCDDISPLAYARRIVAL BAGGAGETYPE 6 / 1.4855" / 1 TOTALCEILING MOUNTEDARRIVAL BAGGAGETYPE 6 / 1.4755" / 1 TOTALCEILING MOUNTEDARRIVAL BAGGAGETYPE 4 / 1.4555" / 2 TOTALCEILING MOUNTEDETHERNET CONNECTIONTO EVIDS LAN SWITCH INCR (TYPICAL), UTILIZECAT 6 UTP CABLINGLEVEL 1AIRPORT LAN SWITCHCOMMUNICATIONSROOM E1-F-CR(LEVEL 1)CHECK-IN AREALCDDISPLAYCHECK-INTYPE 5 / 1.0146" / 1 TOTALWALL MOUNTEDLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYETHERNET CONNECTION TOAIRPORT LAN SWITCH IN MCR(TYPICAL), UTILIZE CAT 6 UTPCABLING ALL HEAD END DEVICESAND EQUIPMENT TO BEPROVIDED BY OWNERLCDDISPLAYCHECK-INTYPE 5 / 1.0246" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0346" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0746" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0846" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0946" / 1 TOTALWALL MOUNTEDLCDDISPLAYLCDDISPLAYAIRPORT LAN SWITCHCOMMUNICATIONSROOM B1-B-CR(LEVEL 1)BAGGAGE INPUTTYPE 7 / 1.27BIC / 1 TOTALFLOOR MOUNTEDETHERNET CONNECTION TO AIRPORT LAN SWITCHIN MCR (TYPICAL), UTILIZE CAT 6 UTP CABLING ALLHEAD END DEVICES AND EQUIPMENT TO BEPROVIDED BY OWNERBAGGAGE INPUTTYPE 7 / 1.35BIC / 1 TOTALFLOOR MOUNTEDBAGGAGE INPUTTYPE 7 / 1.37BIC / 1 TOTALFLOOR MOUNTEDBICBAGGAGE MAKE-UP / CLAIM AREAARRIVAL BAGGAGETYPE 4 / 1.3055" / 2 TOTALCEILING MOUNTEDLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYFLIGHT INFORMATIONTYPE 1 / 1.3346" / 2 TOTALFLOOR MOUNTEDBAGGAGE INFOTYPE 4 / 1.3455" / 2 TOTALCEILING MOUNTEDFLIGHT INFORMATIONTYPE 1 / 1.3846" / 2 TOTALFLOOR MOUNTEDETHERNET CONNECTION TO AIRPORT LAN SWITCHIN MCR (TYPICAL), UTILIZE CAT 6 UTP CABLING ALLHEAD END DEVICES AND EQUIPMENT TO BEPROVIDED BY OWNERLCDDISPLAYLCDDISPLAYLCDDISPLAYCHECK-INTYPE 5 / 1.0446" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0546" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0646" / 1 TOTALWALL MOUNTEDLCDDISPLAYCHECK-INTYPE 5 / 1.1046" / 1 TOTALWALL MOUNTEDLCDDISPLAYCHECK-INTYPE 5 / 1.1146" / 1 TOTALWALL MOUNTEDLCDDISPLAYCHECK-INTYPE 5 / 1.1246" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.1346" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.1446" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.1546" / 1 TOTALWALL MOUNTEDLCDDISPLAYLCDDISPLAYCHECK-INTYPE 5 / 1.1646" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.1746" / 1 TOTALWALL MOUNTEDLCDDISPLAYCHECK-INTYPE 5 / 1.1846" / 1 TOTALWALL MOUNTEDLCDDISPLAYLCDDISPLAYCHECK-INTYPE 5 / 1.2046" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 2 / 1.2146" / 1 TOTALWALL MOUNTEDLCDDISPLAYLCDDISPLAYCURBSIDE CHECK-INTYPE 5A / 1.2246" / 1 TOTALWALL MOUNTEDCURBSIDE CHECK-INTYPE 5A / 1.2346" / 1 TOTALWALL MOUNTEDLCDDISPLAYFLIGHT INFORMATIONTYPE 1 / 1.2446" / 2 TOTALFLOOR MOUNTEDCHECK-INTYPE 5 / 1.1946" / 1 TOTALWALL MOUNTEDLCDDISPLAYFLIGHT INFORMATIONTYPE 1 / 1.2546" / 2 TOTALFLOOR MOUNTEDARRIVAL BAGGAGETYPE 4 / 1.3155" / 2 TOTALCEILING MOUNTEDBAGGAGE INPUTTYPE 7 / 1.36BIC / 1 TOTALFLOOR MOUNTEDBICBICBICMM FIBER OPTIC CONNECTIONTO LAN CORE SWITCHESLCDDISPLAYFLIGHT INFORMATIONTYPE 1 / 1.2646" / 2 TOTALFLOOR MOUNTEDBICBAGGAGE INPUTTYPE 7 / 1.32BIC / 1 TOTALFLOOR MOUNTEDHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\7-SFB02 1-TN301.dwg1-TN301EVIDSLOGIC DIAGRAMAS NOTEDPUBLIC DISPLAYTYPE 1 / 2.0146" / 2 TOTALWALL MOUNTEDLCDDISPLAYDISPLAY INFORMATIONDISPLAY TYPE / DISPLAY ID NUMBERDISPLAY SIZE / QUANTITY OF DISPLAYSCAT6 UTP CABLELEGEND:GENERAL NOTES:1. REFER TO SHEET TN401 AND TN402 FOR DISPLAY TYPE DETAILS2. DISPLAY LOCATIONS ARE BASED ON INFORMATION OBTAINED FROM AVCON ON9/27/16 AND10/21/16.3. EVIDS DRAWINGS REFER TO NEW DISPLAY LOCATIONS ONLY. EXISTING DISPLAYLOCATIONS ARE NOT IDENTIFIED AND NOT IN CONTRACT..MOUNTING METHODCONFORMED SET459
DEPARTUREFLIGHTINFORMATIONARRIVALFLIGHTINFORMATION46" LCD DISPLAYREFER TO ARCHITECTURALDETAILS FOR MOUNTING ANDHOUSINGCHECK-INFLIGHTINFORMATION /AIRLINE BRANDING46" LCD DISPLAYBOTTOM LEVEL OF DISPLAY TOMATCH EXISTING MOUNTINGHEIGHT OF DISPLAYSCURRENTLY LOCATED BEHINDEXISTING CHECK-IN COUNTERSCHECK-IN COUNTERBAGGAGECLAIMARRIVAL FLIGHTINFORMATIONCONCRETE SLAB / STEELSTRUCTURESUSPENDED CEILINGSTEEL MOUNTING PLATEESCUTCHEONNPT MOUNTING PIPE55" LCD DISPLAYFRONT VIEWSIDE VIEWARRIVAL /DEPARTUREFLIGHTINFORMATIONREPRESENTSBACKWALL46" LCD DISPLAYTOUCHSCREEN BAGGAGEINPUT CONTROLLER4" GALVANIZED STEELHOLLOW SECTIONMOUNTING POST3' HIGH, 5" ØGALVANIZED STEELPROTECTIVE BOLLARDSIDE VIEWREAR VIEW3'-0"4"10"4"10"4"+6'-0" AFFL+6'-0" AFFL4'-7"VARIES7"11 3/4"4"1'-6"4"PEERLESS (OR EQUIVALENT)PLB-1 TILT BOXPEERLESS (OR EQUIVALENT)PLP-UNL UNIVERSAL I-SHAPEDMOUNTING BRACKETPEERLESS SF650 (OREQUIVALENT) UNIVERSALFLAT WALL MOUNTPEERLESS SF650 (OREQUIVALENT) UNIVERSALFLAT WALL MOUNTCONCRETE SLAB / STEELSTRUCTURESUSPENDED CEILINGSTEEL MOUNTING PLATEESCUTCHEONNPT MOUNTING PIPE55" LCD DISPLAYSIDE VIEW+7'-0" AFFLVARIESPEERLESS (OR EQUIVALENT)PLB-1 TILT BOXPEERLESS (OR EQUIVALENT)PLP-UNL UNIVERSAL I-SHAPEDMOUNTING BRACKETCHECK-INFLIGHTINFORMATION /AIRLINE BRANDING46" RUGGEDIZEDLCD DISPLAYSUITABLE FOR EXTERIORCONDITIONSBOTTOM LEVEL OF DISPLAY TOMATCH EXISTING MOUNTINGHEIGHT OF DISPLAYSCURRENTLY LOCATED BEHINDEXISTING CHECK-IN COUNTERSWALL BEHIND COUNTERCHECK-IN COUNTERPEERLESS SF650 (OREQUIVALENT) UNIVERSALFLAT WALL MOUNT5'-0" A.F.F.REFER TO ARCHITECTURALDETAILS FOR MOUNTING ANDHOUSINGARRIVAL /DEPARTUREFLIGHTINFORMATIONREPRESENTSBACKWALL46" LCD DISPLAYPEERLESS SF650 (OREQUIVALENT) UNIVERSALFLAT WALL MOUNT3'-0" A.F.F.REFER TO ARCHITECTURALDETAILS FOR MOUNTING ANDHOUSINGHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\7-SFB02 1-TN400.dwg1-TN400EVIDSDISPLAY TYPE REFERENCESAS NOTED1TYPE 1: FLOOR MOUNTEDDEPARTURES AND ARRIVALS FLIGHT INFORMATIONSCALE: NTS2TYPE 2: WALL MOUNTEDARRIVAL / DEPARTURE FLIGHT INFORMATIONSCALE: NTS3TYPE 3: CEILING MOUNTEDDEPARTURE FLIGHT INFORMATIONSCALE: NTS4TYPE 4: CEILING MOUNTEDBAGGAGE CLAIM INFORMATIONSCALE: NTS5TYPE 5: WALL MOUNTEDCHECK-IN FLIGHT INFORMATIONSCALE: NTS6TYPE 6: CEILING MOUNTEDARRIVAL / DEPARTURE FLIGHT INFORMATIONSCALE: NTS7TYPE 7: FLOOR MOUNTEDTOUCHSCREEN BAGGAGE INPUT CONTROLLERSCALE: NTS5ATYPE 5A: WALL MOUNTEDCURBSIDE CHECK-IN FLIGHT INFORMATIONSCALE: NTSCONFORMED SET460
GATE / FLIGHTINFORMATIONCONCRETE SLAB / STEELSTRUCTURESUSPENDED CEILINGSTEEL MOUNTING PLATEESCUTCHEONNPT MOUNTING PIPE46" LCD DISPLAYFRONT VIEWSIDE VIEW+7'-0" AFFL+7'-0" AFFLVARIESPEERLESS (OR EQUIVALENT)PLCM-2 TILT BOXPEERLESS (OR EQUIVALENT)PLP-UNL UNIVERSAL I-SHAPEDMOUNTING BRACKET15.0°BAGGAGECLAIMARRIVAL FLIGHTINFORMATIONCONCRETE SLAB / STEELSTRUCTURESUSPENDED CEILINGSTEEL MOUNTING PLATEESCUTCHEONNPT MOUNTING PIPE46" LCD DISPLAYFRONT VIEWSIDE VIEW+6'-0" AFFL+6'-0" AFFLVARIESPEERLESS (OR EQUIVALENT)PLB-1 TILT BOXPEERLESS (OR EQUIVALENT)PLP-UNL UNIVERSAL I-SHAPEDMOUNTING BRACKETOPTIONALSIDE-BY-SIDEDUAL 46" LCDDISPLAYS+7'-0" AFFL7'-0"HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\7-SFB02 1-TN401.dwg1-TN401EVIDS TYPE AND QUANTITY SCHEDULEDISPLAY TYPES AND MOUNTING DETAILSAS NOTED10TYPE 10: CEILING MOUNTEDGATE / FLIGHT INFORMATIONSCALE: NTS9TYPE 9: WALL MOUNTEDARRIVAL FLIGHT / BAGGAGE CLAIM INFORMATIONSCALE: NTS8TYPE 8: WALL MOUNTEDFLIGHT INFORMATIONSCALE: NTSCONFORMED SET461
HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.July 20172015.128.01PHASE 1PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346ISSUED FOR BIDE:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 1\Telecommunications\Sheets\7-SFB02 1-TN402.dwg1-TN402EVIDS TYPE AND QUANTITY SCHEDULEDISPLAY TYPES AND MOUNTING DETAILSAS NOTED11EVIDS TYPE AND QUANTITY SCHEDULESCALE: NTSABBREVIATION LEGENDADVADVERTISINGAIRAIRLINE LOGO / BRANDINGARRARRIVAL FLIGHT INFORMATIONBIDSBAGGAGE INFORMATION DISPLAY SYSTEMCMCEILING MOUNTEDCOCOLUMN MOUNTEDDEPDEPARTURE FLIGHT INFORMATIONDSDOUBLE-SIDED VIEWINGFMFLOOR MOUNTEDGIDSGATE INFORMATION DISPLAY SYSTEMLANDLANDSCAPE DISPLAY ORIENTATIONPORTPORTRAIT DISPLAY ORIENTATIONSSSINGLE-SIDED VIEWINGWMWALL MOUNTEDCONFORMED SET462
IDENTIFICATION NOMENCLATURECONVEYOR SECTION IDENTIFICATIONXXXX-YYSEQUENTIAL NUMBER OF CONVEYOR SECTION (SAME TYPE)CONVEYOR QUAD IDENTIFICATIONODD SIZED UNITS = OSCURBSIDE UNITS = CSBAG DROP UNITS = BDFIRE DOOR = FDOVER SIZE = OSSHEET NUMBER DESIGNATIONSB2.2.01ABBREVIATIONSCONTRACTOR DOCUMENTS AND SPECIFICATIONS:THE CONTRACTOR IS HEREBY NOTIFIED THAT ESSENTIAL AND PERTINENT INFORMATION REGARDING THECONSTRUCTION AND COMPLETION OF WORK FOR THIS PROJECT IS CONTAINED IN THE CONTRACT DOCUMENTSAND SPECIFICATIONS. REGARDLESS OF DISCIPLINE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ ANDREVIEW THIS INFORMATION TO HIS OWN SATISFACTION PRIOR TO PERFORMING ANY WORK. ANY DEFICIENT,INCOMPLETE OR INCORRECT WORK SHALL BE REDONE TO MEET SAID REQUIREMENTS AT THE CONTRACTOR'SSOLE EXPENSE.ENGINEER NOTESSHEET NUMBER 1 OF A SEQUENTIAL ORDERSTRUCTURE CATEGORYSECTION / DISCIPLINE CATEGORYBAGGAGE CONVEYOR:IS GENERAL INFORMATION, LEGEND, SYMBOLS, NOTES, ETC.1OVERALL PLANS, PARTIAL PLANS2CONVEYOR PHASING PLANS3EDS REMOVAL AND EGRESS PLANS4ELEVATIONS5ELECTRICAL6DETAILS7CATWALKDRAWING INDEXCONTROL SYSTEM NOTESSEE BHS B1-SERIES FOR PARTIAL PLAN VIEWS SHOWING ELEVATIONS AND DIMENSIONS.SEE BHS B2-SERIES FOR PHASING DETAILS.SEE BHS B3-SERIES FOR EDS REMOVAL PATH AND PERSONNEL EGRESS PATH.SEE BHS B4-SERIES FOR ELEVATION VIEWS SHOWING ELEVATIONS AND DIMENSIONS.SEE BHS B5-SERIES FOR E-STOP ZONES.SEE BHS B6-SERIES FOR EQUIPMENT DETAILS.SEE BHS B7-SERIES SHEETS FOR CATWALK, LADDERS AND CROSSOVER LOCATIONS.ABBREVIATIONS GENERAL NOTES AND DRAWING INDEXSheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
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REVISIONS
# DATE DESCRIPTION BY JSM & Associates730 East 5th AvenueMt. Dora, Florida 32757B.IS.01ABBREVIATIONS GENERAL NOTES AND
DRAWING INDEX Sheet # Revision #Drawing NameB.IS.01 -ABBREVIATIONS GENERAL NOTES AND DRAWING INDEXB.IS.02 -CONVEYOR LEGENDS AND SYMBOLSB.IS.03 -MOTOR MANIFESTB1.1.00 -PLAN- FINAL SYSTEM LAYOUT- BHS ALPHA 1B1.1.01-PLAN- OUTBOUND- CS AND TICKET COUNTERSB1.1.02 -PLAN- OUTBOUND- CS AND TICKET COUNTERSB1.1.03 -PLAN- OUTBOUND- CBIS AREAB1.1.04-PLAN- OUTBOUND- MAKE UP AREAB1.1.05 -PLAN- INBOUND INTERNATIONAL EXISTINGB1.1.06-PLAN- INBOUND- IB6/CD6, IB7CD7 AND IB8/CD8B1.1.07 -PLAN VIEW- OVERSIZED BAG FLOWB2.1.01 -PLAN- PHASE 1 LAYOUT- BHS ALPHA 1B2.1.02-PLAN- PHASE 2 DEMO EXISTING INTERNATIONALB2.1.03 -PLAN- CD3 CURRENT CONDITIONB2.1.04 -PLAN- CD3 EXPANSIONB2.1.05-PLAN- PHASE 3- IB6/CD6B2.1.06 -PLAN- PHASE 4- IB7/CD7B2.1.07 -PLAN- PHASE 5- IB8/CD8B2.1.08-PLAN- PHASE 6 FINAL SYSTEM LAYOUTB2.1.09 -PLAN- TEMP LINE DEMOB3.1.00-CBIS AREA EDS REMOVAL PATHB3.1.01 -CBIS AREA EGRESS PERSONNEL PATHB4.1.01 -ELEVATION- OUTBOUND- CS AND TICKET COUNTERSB4.1.02-ELEVATION- OUTBOUND- CS AND TICKET COUNTERSB4.1.03 -ELEVATION- OUTBOUND- CBIS AREA AND MUB4.1.04 -ELEVATION- INBOUND- IB6/CD6B4.1.05-ELEVATION- INBOUND- IB7/CD7B4.1.06 -ELEVATION- INBOUND- IB8/CD8B5.1.00 -ELECTRICAL DEVICE STANDARDSB5.1.01-PLAN VIEW- CS1, CS2 AND TC1 AREA CONTROL DEVICESB5.1.02 -PLAN VIEW- TC1 AND CS2 AREA CONTROL DEVICESB5.1.03-PLAN VIEW- CBIS AREA CONTROL DEVICESB5.1.04 -PLAN VIEW- MAKE UP AREA CONTROL DEVICESB5.1.05 -PLAN VIEW- IB6/CD6 AND IB7/CD7 AREA CONTROL DEVICESB5.1.06-PLAN VIEW- IB8/CD8 AREA CONTROL DEVICESB5.1.07 -PLAN- CD3 CONTROL DEVICESB6.1.00 -GENERAL DETAIL DRAWING (TYPICAL HANGING)B6.1.01-GENERAL DETAIL DRAWING (TYPICAL CONVEYOR)B6.1.02 -GENERAL DETAIL DRAWING (POINT LOADS)B6.1.03 -GENERAL DETAIL DRAWING (DOOR DETAILS)B6.1.04-GENERAL DETAIL DRAWING (HANGING ATTACHMENTS)B6.1.05 -BAGGAGE SAFETY SIGNAGEB6.1.06-GENERAL DETAIL DRAWING (BIT AND LADDER)B7.1.01 -GENERAL DETAIL DRAWING (OUTBOUND CATWALK)B7.1.02 -GENERAL DETAIL DRAWING (INBOUND CATWALK)B7.1.03-GENERAL DETAIL DRAWING (OVERSIZE BAG SLIDES)THE FOLLOWING APPLIES IN ADDITION TO THE PROJECT SPECIFICATIONS AND BHS DRAWINGS:A. PRIOR TO ENGINEERING AND FABRICATION OF BHS THE CONTRACTOR SHALL FIELD VERIFY ALL BHS RELATEDDIMENSIONS AND EXISTING CONDITIONS ON THE JOB SIGHT. THE CONTRACTOR IS TO BE RESPONSIBLE FORDIMENSIONAL ACCURACY. CONFLICTS SHALL BE BROUGHT TO THE OWNER'S AND/OR OWNER'S REPRESENTATIVEATTENTION IMMEDIATELY UPON DISCOVERY. ALL BAGGAGE SYSTEMS WORK SHALL BE COORDINATED WITH THEGENERAL CONTRACTOR FOR THE BUILDING CONTRACT. BHS (DEMO AND NEW INSTALLATION) SHALL BECOORDINATE WITH OWNER. OPERATIONAL IMPACTS SHALL BE KEPT TO A MINIMUM. THE PORTERINGREQUIREMENTS ARE LISTED IN THE SPECS.B. DRAWING DIMENSIONS SHALL NOT BE SCALED, DIMENSIONS SHOWN SHALL BE USED.C. REFERENCE CONNECTION DRAWINGS FOR BUILDING ATTACHMENT LOCATIONS.D. ACTUAL BELT SPEEDS SHALL BE DETERMINED BY THE BHS CONTRACTOR IN ACCORDANCE WITH GOOD DESIGNPRACTICE AND SYSTEM THROUGHPUT REQUIREMENTS.E. A MINIMUM CLEARANCE OF 7'-6" ABOVE TUG/CART AND BAG MAKE-UP WORK AREAS SHALL BE PROVIDED.CLEARANCE SHALL BE TO THE LOWEST OBSTRUCTION OF THE BAGGAGE SYSTEMS INCLUDING, BUT NOT LIMITEDTO, DRIVES, CATWALKS, PULL DOWN LADDERS, AND SUPPORT STRUCTURE.F. BHS CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES TO MAINTAIN BAGGAGE SYSTEM RIGHT-OF-WAY.G. SEE ARCHITECTURAL AND OTHER DISCIPLINE DRAWINGS FOR THE MOST CURRENT BACKGROUND ANDCOORDINATION INFORMATION.H. BHS CONTRACTOR AND ALL OTHER TRADES TO MAINTAIN 3'-0" RIGHT OF WAY FROM TOP OF BELT TO NEARESTOBSTRUCTION. HANGING OF ANY EQUIPMENT COMPONENTS SUCH AS MECHANICAL, ELECTRICAL, PLUMBING ORHVAC FROM THE CONVEYOR, CATWALK OR ASSOCIATED SUPPORTS IS PROHIBITED.I. BHS CONTRACTOR TO FIELD VERIFY ALL TIE-IN LOCATIONS.J. CONVEYORS IN PUBLIC AREAS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIESACT (ADA).K. CONVEYOR SECTIONS SHALL BE FIELD CUT TO EXACT LENGTHS WHERE REQUIRED. SIDE GUARDS ARE TO BE 21"HIGH. FLARED SIDE GUARDS ARE TO BE LOCATED AFTER FIRE/SECUTITY DOORS. STAINLESS STEEL SHROUDING ISTO BE UTILIZED ON CONVEYORS IN THE PUBLIC AREA.L. REFER TO TECHNICAL SPECIFICATION SECTION FOR THE BAGGAGE HANDLING SYSTEMS REQUIREMENTS.DEVIATIONS FROM THE LOCATIONS SHOWN SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE.M. REFER TO BASE BUILDING ARCHITECTURAL AND OTHER DISCIPLINE DRAWINGS FOR COORDINATION INFORMATION.N. DEMO ALL REQUIRED CONVEYOR AND ASSOCIATED COMPONENTS PERTAINING TO EACH SYSTEM INCLUDING BUTNOT LIMITED TO CATWALKS, SUPPORTS, HANGING MATERIALS, ETC. DEMO ALL ASSOCIATED MCPs ANDELECTRICAL COMPONENTS. INCLUDING BUT NOT LIMITED TO WIRING, FIELD DEVICES, PHOTOEYES, ETC. ALLWIRING SHALL BE REMOVED TO THE SOURCE.GENERAL NOTESAFFABOVE FINISHED FLOORALTALTERNATEARCHPROJECT ARCHITECTBGBETWEEN SIDEGUARDSBHSBAGGAGE HANDLING SYSTEMBLDGBUILDINGBOSBOTTOM OF STEELCLCENTER LINECLRCLEARCONCCONCRETECONVCONVEYORCSCURBSIDEDWGDRAWINGELELEVATIONELECELECTRICALFDFIRE DOORINCLINCLINEINT'LINTERNATIONALLBSPOUNDSMAINTMAINTENANCEMINMINIMUMMCPMOTOR CONTROL PANELNICNOT IN CONTRACTOCON CENTERPDPPOWER DISTRIBUTION PANELPTPOWER TURNREFREFERENCEREQDREQUIREDSIMSIMILARSSSTAINLESS STEELTCTICKET COUNTERTEMPTEMPORARYTERMTERMINALTOBTOP OF BELTTOPTOP OF PLATFORM/PANTOSTOP OF STEELTYPTYPICALVIFVERIFY IN FIELDCOLCOLUMNCONTCONTINUOUSDIADIAMETERENGRENGINEER OF RECORDEQUIPEQUIPMENTEDSEXPLOSIVE DETECTION SYSTEMETDEXPLOSIVE TRACE DEVICEGCGENERAL CONTRACTORFFFINISH FLOORGAGUAGEGALVGALVANIZEDHPHORSEPOWERIRINSIDE RADIUSMECHMECHANICALMAXMAXIMUMMFGMANUFACTURERNTSNOT TO SCALEOPSOPERATIONSOITOPERATOR INTERFACE TERMINALPSFPOUNDS PER SQUARE FOOTQUEQUEUING CONVEYORREVREVISIONROWRIGHT OF WAYSCHSCHEDULESTASTATIONSACSSECURITY ACCESS CONTROL SYSTEMTSATRANSPORTATION SECURITY AGENCYVFDVARIABLE FREQUENCY DRIVEULUNDERWRITER'S LABORATORYTOCTOP OF CONCRETEOSOVERSIZEDLINLINEARFTFOOTBCBAG CLEARANCEBDBAG DROPDSGDOUBLE SIDE GUARDSSGSINGLE SIDE GUARDA. PROVIDE AND INSTALL START-UP BEACONS, JAM/E-STOP BEACONS AND HORNS AS REQUIRED.B. THE CONTROL SCHEDULE IN THESE DRAWINGS MAY NOT INDICATE ALL OF THE REQUIRED CONTROLSTATIONS OR EQUIPMENT. THEY ARE INTENDED FOR REFERENCE ONLY AND INDICATE EITHER THEPREFERRED OR REQUIRED LOCATIONS OF SOME OF THE CONTROL STATIONS REFERENCES IN THECONTRACT DOCUMENTS. THE CONTROL SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR THEDEVELOPMENT OF THE CONTROL SYSTEMS AND REFER TO THE DRAWINGS FOR THE REQUESTED CONTROLSTATION LOCATIONS AND EQUIPMENT UNLESS THEY ARE IN CONFLICT WITH OTHER REQUIREMENTS.DEVIATIONS FROM THE LOCATIONS SHOWN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE.C. FOR ALL E-STOPS IN CLAIM AREAS, PROVIDE A COVER ON THE STATION THAT ALLOWS UNRESTRICTEDACCESS TO THE E-STOP PUSHBUTTON, BUT DOES NOT ALLOW ACCIDENTAL ACTIVATION BY INADVERTENTBUMPING. E-STOP RESET IN PUBLIC AREAS.D. THE BHS SHALL INTERFACE THE FIRE ALARM SYSTEM AND THE SECURITY ACCESS CONTROL SYSTEM.E. SECURITY-FIRE DOORS SHALL BE PROVIDED AS PART OF THE BHS CONTRACT. THE DOOR WILL BECONTROLLED BY BHS CONTROL SYSTEM.F. THE B5-SERIES SHEETS DEPICT THE CONTROLS OF CERTAIN SUBSYSTEMS (MOSTLY THOSE THAT TSA WILLINTERFACE). OTHER SUBSYSTEMS ALSO REQUIRE NEW OR MODIFIED CONTROLS EQUIPMENT/FUNCTIONS.PROVIDE CONTROLS FOR ALL NEW CONVEYOR EQUIPMENT OF THIS PROJECT AS WELL ASRE-WIRING/RE-CONTROLING ALL CONVEYORS UPSTREAM OF THE CBIS.NOTE: NOT ALL DRAWING SERIES APPLY IN ALL PACKAGE PHASES.CONFORMED SET463
Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
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B.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:xFloridaxPuerto RicoxConnecticutxMarylandxTexasA Full ServiceA & E FirmC:\Users\Public\Documents\SANFORD AIRPORT TERMINAL EXPANSION BHS_EStrano.rvt
REVISIONS
# DATE DESCRIPTION BY JSM & Associates730 East 5th AvenueMt. Dora, Florida 32757CONVEYOR LEGENDS AND SYMBOLSB.IS.0232:(57851(OPTIONAL DRIVE LOCATIONS SHOWN) 32:(57851(OPTIONAL DRIVE LOCATIONS SHOWN) 63,5$/32:(57851(SHOWN INCLINING)(OPTIONAL DRIVE LOCATIONSSHOWN)INCLINE CONVEYOR (DRIVELOCATIONS VARY)DECLINE CONVEYOR (DRIVELOCATIONS VARY)STANDARD END FRAMEQUEUETUG W/ CARTEXISTING CONVEYORSFOR DEMOLITIONEXISTING CONVEYORSTO REMAINNEW BHS EQUIPMENTEXISTING BHS EQUIPMENT(TO BE RELOCATED)BHS EQUIPMENTIDENTIFICATION TAG.XXPICTURE NUMBERINCLINE CONVEYOR(DRIVE LOCATIONS VARY)DECLINE CONVEYOR(DRIVE LOCATIONS VARY)INLINE DRIVE(LOCATIONS VARY)INCLINE/DECLINE END FRAME(ANGLES MAY VARY)ANGLEDTRANSITION 63,5$/32:(57851TUG W/ CART0(5*(&219(<25STANDARD END FRAMENOSE OVER(ANGLES MAY VARY)NOSE OVER(ANGLES MAY VARY)SVC AREAMERGE CONVEYORFIRE/SECURITY DOORFIRE/SECURITY DOORFRONT VIEWSIDEINCLINE/DECLINE END FRAME(ANGLES MAY VARY)CONFORMED SET464
Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
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Job No.:
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J.M.
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B.M.
B.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:xFloridaxPuerto RicoxConnecticutxMarylandxTexasA Full ServiceA & E FirmC:\Users\Public\Documents\SANFORD AIRPORT TERMINAL EXPANSION BHS_EStrano.rvt
REVISIONS
# DATE DESCRIPTION BY JSM & Associates730 East 5th AvenueMt. Dora, Florida 32757MOTOR MANIFESTB.IS.03TRANSPORTCS1-1 FLOOR 0 0 4.3 39 0 90STD23.1FIRE DOOR CS1-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORT CS1-2 HANGING 7 14 33.75 39 21 90 BRAKE57.1TRANSPORT CS1-3 HANGING -6.5 15 27.5 392190 BRAKE 5 7.1QUEUECS1-4 FLOOR 0 0 3.5 39 12 90VFD 2 3.1QUEUECS1-5 FLOOR 0 0 3.5 391290VFD23.1045PTCS1-6 FLOOR 0 0 4.8 39 12 90VFD 2 3.1MERGECS1-7 FLOOR 0 0539 12 120 VFD 3 4.2TRANSPORT CS2-1 FLOOR 0 0 4.3 39 0 90STD23.1FIRE DOOR CS2-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORT CS2-2 HANGING 7 9 33.75 392190 BRAKE 34.2TRANSPORT CS2-3 HANGING 0 9 45.25 39 21 90STD 5 7.1090PTCS2-4 HANGING 0 9 8.8 39 21 90STD 2 3.1TRANSPORT CS2-5 HANGING 0 9 51 392190STD 5 7.1TRANSPORT CS2-6 HANGING 6 7.9 10.3 39 21 90 BRAKE 2 3.1TRANSPORT CS2-7 HANGING 0 7.9 40.9 392190STD 34.2TRANSPORT CS2-8 HANGING 15 7.9 22.1 39 21 90 BRAKE 3 4.2TRANSPORT CS2-9 FLOOR 0 2.7 14.2 39 21 90STD 2 3.1QUEUECS2-10 FLOOR 0 2.7 3.5 391290VFD23.1QUEUECS2-11 FLOOR 0 2.7 3.5 39 12 90VFD 2 3.1090PTCS2-12 FLOOR 02.78.8 391290 BRAKE23.1QUEUESS4-02 FLOOR 0 2.7 3.5 39 12 90VFD 2 3.1TICKET COUNTER TC1-1 FLOOR 0 0 34.75 39 0 90STD 3 4.2TICKET COUNTER TC1-2 FLOOR 0 02739 0 90STD23.1TICKET COUNTER TC1-3 FLOOR 0 0 24 39 0 90STD 2 3.1FIRE DOOR TC1-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORT TC1-4 FLOOR 0 0 18.3 39 12 90STD 2 3.1TRANSPORT TC1-5 FLOOR 0.5 5.2 6 39 12 90 BRAKE 2 3.1045PTTC1-6 FLOOR 13 1 4.8 391290 BRAKE23.1QUEUETC1-7 FLOOR 0 0 5.1 39 12 90VFD 2 3.1BALL TABLESS1-1 FLOOR 0 0 3.25 39 0 90N/A0N/AROLLERSS1-2 FLOOR 0 0 2.6 39 0 90N/A0N/AEDSEDS1 FLOORN/A N/A N/A N/A N/A N/A N/A0N/AROLLEROSR1-1 FLOOR 0 0 5.8 39 0 90N/A0N/AROLLERSS2-1 FLOOR 0 0 8.9 39 0 90N/A0N/ABALL TABLESS2-2 FLOOR 0 0 3.25 39 0 90N/A0N/AEDSEDS2-XL FLOORN/A N/A N/A N/A N/A N/A N/A0N/AROLLEROSR2-1 FLOOR 0 0 8.1 39 0 90N/A0N/ABALL TABLE OSR2-2 FLOOR 0 0 3.25 39 0 90N/A0N/AROLLEROSR2-3 FLOOR 0 0 8.1 39 0 90N/A0N/ATRANSPORTCL1-1 FLOOR 0 0 10.5 39 0 90STD23.1TRANSPORTCL1-2 FLOOR 4 18 13 39 12 120 STD 5 7.1090SPTCL1-3 HANGING1.510.5 8.8 39 21 120 BRAKE 2 3.1TRANSPORT CL1-4 HANGING 0 0 19.5 3912120 STD23.1090PTCL1-5 HANGING 0 0 8.8 39 21 120 STD 2 3.1TRANSPORT CL1-6 HANGING 0 0 17.5 3912120 STD23.1090SPTCL1-7 HANGING 2.5 17 8.8 39 21 90 BRAKE 2 3.1INCLINED PLATE MU1-1 FLOOR 0 0 18490SS/VFD7.5 10.3INCLINED PLATE MU1-2 FLOOR90SS/VFD7.5 10.3LOAD/UNLOADIB6-1 FLOOR 0 0 45.1 39 0 90STD 34.2090PTIB6-2 FLOOR 0 0 8.8 39 21 90STD 2 3.1TRANSPORTIB6-3 HANGING 18 9 46.1 39 21 90 BRAKE57.1FIRE DOORIB6-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORTIB6-4 HANGING 18 18 36.9 39 12 90 BRAKE 5 7.1090PTIB6-5 FLOOR 0 0 9 392190STD23.1INCLINED PLATE CD6-1 FLOOR 0 0 11990SS/VFD5 7.1INCLINED PLATE CD6-2 FLOOR90SS/VFD57.1LOAD/UNLOADIB7-1 FLOOR 0 0 46.7 39 0 90STD 3 4.2090PTIB7-2 FLOOR 0 0 8.8 39 21 90STD 2 3.1TRANSPORTIB7-3 HANGING 18 9 46.1 392190 BRAKE 5 7.1FIRE DOORIB7-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORTIB7-4 HANGING 18 9 36.9 39 12 90 BRAKE 3 4.2090PTIB7-5 FLOOR 0 0 9 392190STD23.1INCLINED PLATE CD7-1 FLOOR 0 0 11990SS/VFD5 7.1INCLINED PLATE CD7-2 FLOOR90SS/VFD5 7.1LOAD/UNLOADIB8-1 FLOOR 0 0 44.8 39 0 90STD 3 4.2090PTIB8-2 FLOOR 0 0 8.8 39 21 90STD 2 3.1TRANSPORTIB8-3 HANGING 8 9 46.1 392190 BRAKE 5 7.1FIRE DOORIB8-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORTIB8-4 HANGING 18 9 36.9 391290 BRAKE 34.2090PTIB8-5 FLOOR 0 0 9 39 21 90STD 2 3.1INCLINED PLATE CD8-1 FLOOR 0 0 11990SS/VFD57.1INCLINED PLATE CD8-2 FLOOR90SS/VFD5 7.1CATWALKCS2 HANGING41.7CATWALKIB6/7/8HANGING127BAG SLIDEBS6/7FLOORFIRE DOORBS6/7-FDHANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5BAG SLIDEBS8 FLOORFIRE DOOR BS8-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.51.5TYPEUNIT NO. SUPPORTINC/DCL(deg) > sȴ(ft)LENGTH(ft)BG (in) SG (in)SPEED(ft/min)CONTROLHP FLATYPEUNIT NO. SUPPORTINC/DCL(deg) > sȴ(ft)LENGTH(ft)BG (in) SG (in)SPEED(ft/min)CONTROLHP FLAETD EXT TABLE EDS1ETD EXT TABLE EDS1ETD EXT TABLE EDS2ETD EXT TABLE EDS2OS TABLEOSMCPTC1MCPCS1MCPCS2MCPIB6/CD6MCPIB7/CD7MCPIB8/CD8TYPEUNIT NO. SUPPORTINC/DCL(deg) > sȴ(ft)LENGTH(ft)BG (in) SG (in)SPEED(ft/min)CONTROLHP FLADEMOTC3 FLOOR154DEMOMU3 FLOOR160DEMOMCPDEMOTC4 FLOOR167DEMOMU4 FLOOR160DEMOMCPTYPEUNIT NO. SUPPORTINC/DCL(deg) > sȴ(ft)LENGTH(ft)BG (in) SG (in)SPEED(ft/min)CONTROLHP FLAOUTBOUND MOTOR LISTINBOUND MOTOR LISTSCREENING EQUIPMENT AND MCPsITEMS TO BE DEMOLISHEDCONFORMED SET465
Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORTSANDFORD, FLORIDAKEY PLANGRAPHIC SCALES:PLANNORTHNDrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:J.M.J.M.B.M.B.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E FirmC:\Users\Public\Documents\SANFORD AIRPORT TERMINAL EXPANSION BHS_EStrano.rvtREVISIONS#DATEDESCRIPTIONBYJSM & Associates730 East 5th AvenueMt. Dora, Florida 32757B2.1.03PHASE 1BCONFORMED SET466
Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORTSANDFORD, FLORIDAKEY PLANGRAPHIC SCALES:PLANNORTHNDrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:J.M.J.M.B.M.B.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E FirmC:\Users\Public\Documents\SANFORD AIRPORT TERMINAL EXPANSION BHS_EStrano.rvtREVISIONS#DATEDESCRIPTIONBYJSM & Associates730 East 5th AvenueMt. Dora, Florida 32757B2.1.045'OWNER FURNISHED 5' STRAIGHTSECTIONS TO BE INSTALLED BYCONTRACTOR BETWEEN THE TURNS.OBEL:2'-0" TO14'-614""36'-7"36'-7"14'-614"15'-7"15'-7"NOTE: REFER TO SHEET 1-A108 FORBAGGAGE CLAIM 3 EXTENSION PHASE.18'-834"REFNOTE: ITEM 5 IS TO BE DISCARDED FROMCONVEYOR LINE AND PLACED IN STORAGE.15'-7" TRANSPORT CONVEYOR.45° POWER TURN.14'-6" TRANSPORT CONVEYOR.45° POWER TURN.45° POWER TURN.36'-7" TRANSPORT CONVEYOR.ITEMS TO BE RELOCATED AND REUSED TEMPORARILYBEPOWER TURN TO AIL DRIVEN.ROTATED AND TA2" SSG12PHASE 1BCONFORMED SET467
Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORTSANDFORD, FLORIDAKEY PLANGRAPHIC SCALES:PLANNORTHNDrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:J.M.J.M.B.M.B.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E FirmC:\Users\Public\Documents\SANFORD AIRPORT TERMINAL EXPANSION BHS_EStrano.rvtREVISIONS#DATEDESCRIPTIONBYJSM & Associates730 East 5th AvenueMt. Dora, Florida 32757B2.1.09PHASE 1BCONFORMED SET468
CONTROL STATIONSALARMS AND BEACONSTYPE 11 CONTROLSTATION: MCP DOORLOCATIONSMCP FAULT BEACON:LOCATED ON TOP OF MCP.ACTIVATED FOR ESTOPAND OTHER FAULTSMCP/CLAIM STARTUP ALARMBEACON AND HORN: LOCATED ONTOP OF MCP OR CLAIM DECK.ACTIVATED FOR START-UPS. USEADJUSTABLE DECIBELS TYPEREMOTE LOCATION STACKLIGHT: LOCATED NEARCONVEYOR AT REMOTELOCATIONS. ACTIVATED FORESTOPS, FAULTS ANDSTART-UPS.MCP AUDIBLE ALARM:LOCATED ON TOP OF MCP.ACTIVATED FOR FAULTS,ESTOPS AND START-UPS.BRGWGSheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDAKEY PLANGRAPHIC SCALES:PLANNORTHNDrawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
Date:
File:
J.M.
J.M.
B.M.
B.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:xFloridaxPuerto RicoxConnecticutxMarylandxTexasA Full ServiceA & E FirmC:\Users\Public\Documents\SANFORD AIRPORT TERMINAL EXPANSION BHS_EStrano.rvt
REVISIONS
# DATE DESCRIPTION BY JSM & Associates730 East 5th AvenueMt. Dora, Florida 32757ELECTRICAL DEVICE STANDARDSSCALE: NTSELECTRICAL DEVICE STANDARDS RGACOORDINATE FINAL CONTROL STATION LOCATIONS WITH OWNER/OPERATORB5.1.00MOTOR CONTROL PANELSMCP OIT: DISPLAYS SYSTEM STATUSGRAPHICS AND ALARM HISTORY.LOCATED ON THE DOOR OF EACHMCP. MINIMUM OF 15". PANELVIEWPLUS 7 OR PANEL PC.MOTOR CONTROL PANELS FOR MAIN 480V POWER FEED, FUSING, LOW VOLTAGETRANSFORMERS, PLC AND I/O MODULES, MOTOR STARTERS, VFDS, RELAYS, OIT AND ALLOTHER CONTROL RELATED HARDWARE. FINAL SIZING AND INTERNAL DESIGN IS THERESPONSIBILITY OF THE CONTRACTOR.85'48+%'(41/Ä%+4%7+601
#/25ÄÄÄ85'48+%'(41/Ä%+4%7+601
#/25ÄÄÄTYPE 1&2 : LOAD BELTS ALLLOCATIONS. OVERSIZE BUTTON ONTYPE 2 ONLYTYPE 3:SECURITY/FIRE DOORLOCATIONSTYPE 4 : STANDARDFOR CONVEYORLOCATIONSTYPE 5: CLAIM/MAKEUPUNIT OPERATORLOCATIONSTYPE 6 :CLAIM/MAKEUP UNITSERVICE LOCATIONSWARGTYPE 7: CLAIM UNITPUBLIC AREALOCATIONSRCLAIM E-STOP COVER DETAIL FOR TYPE 7CONTROL STATIONNTS.MCP INFORMATION - MCP ID ANDELEC FEED SERVICE TO MCPSUBSYSTEM - UNIT NUMBERSAND MAJOR DEVICES CONTROLLEDBY THIS MCPMFG. INFORMATION ANDDETAILED MCP INFORMATION0102030405060102ELECTRICAL WARNING LABLES ASREQUIRED BY GOVERNINGSTANDARDS AND AUTHORITES.03040506CONFORMED SET469
Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORTSANDFORD, FLORIDAKEY PLANGRAPHIC SCALES:PLANNORTHNDrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:J.M.J.M.B.M.B.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E FirmC:\Users\Public\Documents\SANFORD AIRPORT TERMINAL EXPANSION BHS_EStrano.rvtREVISIONS#DATEDESCRIPTIONBYJSM & Associates730 East 5th AvenueMt. Dora, Florida 32757PLAN- CD3 CONTROL DEVICESB5.1.0715'-7" TRANSPORT CONVEYOR.45° POWER TURN.14'-6" TRANSPORT CONVEYOR.45° POWER TURN.45° POWER TURN.36'-7" TRANSPORT CONVEYOR.ITEMS TO BE RELOCATED AND REUSED TEMPORARILYPLAN- CD3 CONTROL DEVICESSCALE: 1/8= 1'-0"PHASE 1BCONFORMED SET470
SEE CONVEYORANCHORING DETAILSEE FLOOR ANCHORINGDETAILTYPICAL CONVEYORFLOOR SUPPORTPROVIDE SUPPORT CROSS MEMBERSAS REQUIRED FOR VARIOUS HEIGHTSBHS SUPPORT ATTACHMENT1. CONNECT THE CONVEYORS TO NEW STEEL FRAME AREAS BY MEANS OFBEAMCLAMPS SIZED FOR THE BOTTOM FLANGE OF THE BEAM USE A 5/8" DIA. RODBEAM CLAMP.2. CONNECTING TO THE EXISTING CONCRETE STRUCTURE USING EITHER AHILTI"KWIK BOLT" OR RAWLING "RAWL-STUD" AS FOLLOWS:x1000 LBS LOAD - USE 3/8" DIA. (MIN.) WITH 2 1/2" (MIN.) EMBEDMENTx1500 LBS LOAD - USE 1/2" DIA. (MIN.) WITH 3 1/2" (MIN.) EMBEDMENTx2000 LBS LOAD - USE 5/8" DIA. (MIN.) WITH 4" (MIN.) EMBEDMENTALL WITH A MIN. SPACING OF 12"VERTICAL SUPPORT CHANNEL 1 PERSIDE AT 10'-0" MAX. O/C (5'-0" O/C ATLOAD/UNLOAD BELTS).BOTTOM FLANGEOF CONVEYORSUPPORT BRACKET10 GA. HRS MINIMUM3/8"-16 MINIMUM,WHIZ BOLT (TYPICAL OF 4)3/8"-16 MINIMUM,WHIZ NUT (TYPICAL OF 4)VERTICAL RISER 10 GA. HRS3/8"-16 MINIMUM,WHIZ NUT3/8"-16 MINIMUM,WHIZ BOLT3/8"-16 NUT & WASHERAS SUPPLIED BY ANCHOR MFG.2 1/4" EMBEDMENT MINIMUMSUPPORT BRACKET10 GA. HRS3/8" DIA.x3 3/4" LONG, RED HEAD"TRUBOLT" OR EQUAL, 2 PERSUPPORT LEG MINIMUM3"x3"x1/4" THK WASHER3/4" FLAT WASHER, LOCKWASHER AND 3/4"-10 NUT2"x2"x1/8" THK WASHER3/4" FLAT WASHER, AND(2) 3/4"-10 NUT3/4"-10 THREADED ROD INCONFORMANCE W/ASTM A575AND A576MIN. (_) FULL THREADS EXPOSEDAFTER 3/4" NUTS ARE TIGHTENEDW/PROTECTIVE CAP ON THREADSC4x5.4 C-CHANNELBACK TO BACK SUPPORTBUILDING STEEL OR INTERMEDIATEHEADER STEEL (IF REQ'D) PROVIDEDBY THE BHS CONTRACTORUNISTRUT OR EQUAL SUPPORTCHANNEL SUPPLIED BY THE BHS CONTRACTORUNISTRUT OR EQUAL BEAM CLAMPASSEMBLYSUPPLIED BY THE BHS CONTRACTORMASON INDUSTRIES VIBRATIONISOLATOR OR EQUAL 0,1 9(57,&$/683325752'SUPPLIED BY THE BHS CONTRACTORC4x5.4 MIN. BACKTO BACK SUPPORTC-CHANNELS SUPPLIEDBY THE BHS CONTRACTOR 0,1 9(57,&$/683325752'SUPPLIED BY THE BHS CONTRACTORMASON INDUSTRIES VIBRATIONISOLATOR OR EQUALEND VIEWSIDE VIEW 0,1 $//7+5($'52'6833/,('BY THE BHS CONTRACTORSWAY BRACE CLIP4"x3"x1/4"x4" (MIN.) LG3/4" FLAT WASHER3/4" LOCK WASHER3/4" NUT3/4" JAMB NUT 0,1 6&+PIPE SUPPORT SILL 0,1 6&+PIPE SUPPORT SILL 0,1 $//7+5($'ROD SUPPLIED BY THEBHS CONTRACTOR3"x3"x1/4" ANGLE(MIN.) SUPPORT SILL3"x3"x1/4" ANGLE(MIN.) SUPPORT SILL3/4" FLAT WASHER3/4" LOCK WASHER3/4" NUT3/4" JAMB NUT3/4" NUT3/4" FLAT WASHER3"x3"x1/4" ANGLE (MIN.)SUPPORT SILL3/4" LOCK WASHER3/4" JAM NUT3/4" NUT3/4" LARGE FLAT WASHERAND (2) 3/4"-10 NUTS TYPABOVE AND BELOW SILL3/4"-10 THREADED ROD INCONFORMANCE W/ASTM A575AND A576L 3"x3"x1/4" MIN.SUPPORT SILLMIN. (3) FULL THREADS EXPOSED AFTER 3/4" NUTS ARETIGHTENED. THREADER ROD SHOULD NOT EXTENDBELOW THE BOTTOM OF THE SUPPORT ANGLE.(2) 3/4" LARGE FLAT WASHERSAND (2) 3/4"-10 NUTS(2) 3/4" LARGE FLATWASHER AND (2)3/4"-10 NUTS2" I.D. SCHEDULE40 PIPE (MINIMUM)3/8"-16 U-BOLT(2) 3/8"-16 WHIZ NUTS3/4"-10 ALLTHREAD3/4" LOCK WASHER3/4"-10 HEX NUT (3)3/4" FLAT WASHER (2)4" X 4" X 3/8" ANGLE (1)HILTI ADHESIVE ANCHOR 1/2 DIA. x 4" LG MIN. EMBEDINSTALL IN TOP 1/3 OF EXISTING BEAM3/4"-10 THREADED ROD, IN CONFORMANCE/ASTM A575 AND A576C4x5.4 C-CHANNELBACK TO BACK SUPPORT3"x3"x1/4" THK WASHER3/4" FLAT WASHER, LOCKWASHER AND 3/4"-10 NUTMIN. (_) FULL THREADS EXPOSED AFTER 3/4"NUTS ARE TIGHTENED W/PROTECTIVE CAP ON THREADSC4x5.4 C-CHANNELBACK TO BACK SUPPORT9382471TYPICAL FLOORSUPPORT DETAILTYPICAL SUPPORTCONVEYOR ANCHORING DETAILTYPICAL FLOOR SUPPORTANCHORING DETAIL56TYPICAL BACK TO BACKSUPPORT MOUNTING DETAILCEILING HANGING ATTACHMENTSTYPICAL HORIZONTALCONVEYOR HANGERTYPICAL INCLINE/DECLINECONVEYOR HANGERCEILING HANGINGATTACHMENTSTYPICAL FOR DROPSGREATER THAN 12 FEETSheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:xFloridaxPuerto RicoxConnecticutxMarylandxTexasA Full ServiceA & E FirmJSM & Associates730 East 5th AvenueMt. Dora, Florida 32757GENERAL DETAIL DRAWING (TYPICAL HANGING)B6.1.00CONFORMED SET471
5" SCH. 80 (MIN.) STEELPIPE POSTSTEEL GUSSETCONTINUOUS FILLET WELDGROUND SMOOTHBASE PLATESHIM AND FILL WITH QUICKRETE NON-SHRINKGROUT OR EQUAL FOR LEVELING PURPOSESAS REQUIRED.4" O.D. x 3/8" (MIN.) STEEL TUBERAIL4" SCH. 80 (MIN.) STEEL PIPE WELDED TO HORIZONTALCROSS MEMBER ONLYNOTE: 8'-0" O.C. MAX. (TYP.) AND4" SCH. 80 (MIN.)STEEL PIPE RAILCONTINUOUS BUTT WELDSGROUND SMOOTH (TYP)INTERNAL SPLICECONNECTOR PLATES (TYP)4" SCH. 80 (MIN.) STEEL PIPEOUTER SLEEVE WELDED TOHORIZONTAL CROSS MEMBERSONLY5" SCH. 80 (MIN.) STEELPIPE POSTMIN. (4) 3/4" DIA. x 7"ADHESIVE TYPE BOLTSWITH EPCON ADHESIVEOR EQUAL AT EACH BASEPLATE (TYP. OF 4)1"CONTINUOUS FILLET WELDGROUND SMOOTHBASE PLATESHIM AND FILL WITHNON-SHRINK GROUT ASREQUIRED87361457<3,&$/,1&/,1(75$16)(5!27<3,&$/'(&/,1(75$16)(5!TYPICAL FLARED SIDE GUARD DETAIL (TOP VIEW)SECURITY DOOR. REFERENCE ARCHITECTURALDRAWINGS FOR EXACT LOCATION OF DOORS.TYPICAL PHOTO EYE DETAILUNISTRUT P-1000 X10"LG. WELDED TO SIDEGUARDTYPICAL DRAFT CURTAIN DETAILTYPICAL GUARD RAILING FLOOR MOUNT DETAILCONVEYORS AT TICKET COUNTERALL CONVEYOR IN PUBLIC VIEW SHALL BECLAD IN 10 GAUGE TYPE 304 STAINLESS STEEL,#4 BRUSH FINISHSheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:xFloridaxPuerto RicoxConnecticutxMarylandxTexasA Full ServiceA & E FirmJSM & Associates730 East 5th AvenueMt. Dora, Florida 32757GENERAL DETAIL DRAWING (TYPICAL CONVEYOR)TYPICAL GUARD RAILING DETAILCOORDINATE HEIGHT OF SIDE GUARDWITH GENERAL CONTRACTOR.B6.1.01CONFORMED SET472
BAGGAGE CONVEYOR LOADS:1.THE CONVEYOR ATTACHMENT METHODS REPRESENTED ON THESE DRAWINGS ARE FOR REFERENCE ONLY. THE BAGGAGE HANDLINGSYSTEM CONTRACTOR IS REQUIRED TO SUBMIT CONVEYOR ATTACHMENT DETAILS INCLUDING LOADING CALCULATIONS BY AREGISTERED PROFESSIONAL ENGINEER TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.2. ALL STRUCTURAL DESIGNS AND ATTACHMENTS SHALL COMPLY WITH ALL STATE, LOCAL AND NATIONAL GOVERNING CODES ANDREGULATIONS. ALL CONVEYOR EQUIPMENT SHALL BE CAPABLE OF SUPPORTING A SINGLE CONCENTRATED LOAD OF 250 LBS.3. THE CONTRACTOR SHALL INCLUDE VIBRATION ISOLATORS AS PART OF THE BASE BID. THE CONTRACTOR SHALL IDENTIFY A UNIT COSTTO ADD INDIVIDUAL VIBRATION ISOLATORS TO SELECTED CONVEYORS DURING THE ENGINEERING PHASE. THE LIVE LOAD TO BEUTILIZED FOR SIZING DRIVES, BELTS, BEARINGS, ETC., SHALL BE 60 LBS/LIN. FT. FOR LOAD-ACCUMULATING, INDEXING AND RUN-OUTCONVEYORS, 40 LBS/LIN FT. AT A CONVEYOR SPEED OF 90 FPM ADJUSTED PROPORTIONAL TO SPEED OF ALL OTHER CONVEYORS WITHRESPECT TO FLOW RATE. NO VIBRATION ISOLATORS ON MERGES.BHS SUPPORT ATTACHMENT:1. WHEN CONNECTING TO BUILDING STEEL, USE BEAM CLAMPS SIZED FOR THE BOTTOM FLANGE OF THE BEAM. USE A (MIN.) 3/4" DIA.THREADED ROD FOR HANGING SUPPORT.2. WHEN CONNECTING TO THE CONCRETE STRUCTURE, USE EITHER A HILTI "KWIK BOLT" OR RAWLING "RAWL-STUD" IN SHEAR FOLLOWS:1000 LBS LOAD, USE MIN. 3/8" DIA. WITH 2-1/2" EMBEDMENT (MIN); 1500 LBS LOAD, USE MIN. 1/2" DIA. WITH 3-1/2" EMBEDMENT (MIN); 2000LBS LOAD USE MIN. 5/8" DIA. WITH 4" EMBEDMENT (MIN). SPACING 4" WITH 8" EDGE DISTANCE. USE ONLY THE TOP 1/3 SECTION WHENATTACHING TO ANY OF THE CONCRETE STRUCTURES.MAINTENANCE PLATFORM GENERAL NOTES:1. THE MAINTENANCE PLATFORMS AND WALKWAYS THAT ARE SHOWN ON THESE DRAWINGS ARE INTENDED FOR REFERENCE AS TYPICALEXAMPLES OF WHERE PLATFORMS AND WALKWAYS ARE TO BE PROVIDED AND THE APPROXIMATE CONFIGURATION.2. PROVIDE AND INSTALL MAINTENANCE PLATFORMS FOR MAINTENANCE PERSONNEL ACCESS TO THE ENTIRE BAGGAGE HANDLINGSYSTEM AT ALL MAINTENANCE POINTS AND POTENTIAL BAGGAGE JAM LOCATIONS. PROVIDE AND INSTALL LADDERS TO ALLOW ACCESSTO ALL PLATFORMS.3. SYSTEM MAINTENANCE AND POTENTIAL BAG JAM LOCATIONS INCLUDE BUT ARE NOT LIMITED TO:a. MOTOR/DRIVE LOCATIONSb. BAG DIMENSION DEVICESc. TAG READER ARRAYSd. ENTRANCE, EXIT AND DRIVE LOCATIONS ON POWER TURNS4. SEE SPECIFICATIONS FOR MAINTENANCE PLATFORMS AND WALKWAYS REQUIREMENTS AND CRITERIA.LOADING DIAGRAM NOTES:1. FOR DESIGN PURPOSES, THE FOLLOWING LOADS WERE SUPPLIED TO THE STRUCTURAL ENGINEER, FOR USE IN DETERMINING THELOADS (STATIC AND DYNAMIC COMBINES) GENERATED BY THE CONVEYOR EQUIPMENT. DURING THE BIDDING PERIOD, PROVIDE ANDIDENTIFY ANY CONVEYOR EQUIPMENT LOADING REQUIREMENTS MORE STRINGENT THAN WHAT IS SHOWN IN THESE DOCUMENTS THATMAY AFFECT EQUIPMENT CONNECTIONS TO THE BUILDING STRUCTURE.STANDARD CONVEYOR BED SECTION100 LBS/LIN. FT.OS CONVEYOR BED SECTION AND MERGES150 LBS/LIN. FT.CONVEYOR DRIVE1000 LBS EA.MINI CONVEYOR DRIVE850 LBS EA.32:(57851925 LBS EA.32:(57851 1300 LBS EA.32:(578512500 LBS EA.PLATFORM 65 LBS/SQ FT.MAKE-UP DEVICE200 LBS/LIN. FT.2. THE CONVEYOR SUPPORT POINT LOADING PLACEMENT AND CONFIGURATION SHOWN IS REPRESENTATIVE OF ONE POSSIBLECONFIGURATION. THIS DIAGRAMMATIC VIEW IS PROVIDED FOR USE BY THE STRUCTURAL ENGINEER IN DETERMINING ALL LOADSIMPOSED BY THE NEW BAGGAGE EQUIPMENT AND ASSOCIATED SERVICES. OTHER CONFIGURATIONS MAY BE PROVIDED.3. PROVISION OF THE BAGGAGE EQUIPMENT CONTRACTOR SHALL PROVIDE SPECIFIC DETAIL SUPPORT DESIGN FOR ALL BUILDINGSTRUCTURE CONNECTIONS AND ALL VERTICAL SUPPORT MEMBER CONNECTIONS TO FLOOR SLAB AND BUILDING STRUCTURE.4. THE FINAL STRUCTURAL SUPPORT DESIGN SOLUTION IS THE RESPONSIBILITY OF THE BAGGAGE EQUIPMENT CONTRACTOR AND SHALLBE COORDINATED WITH AND APPROVED BY THE BHS CONTRACTOR'S PROFESSIONAL PROJECT ENGINEER.5. THE BAGGAGE EQUIPMENT SUPPLIER IS RESPONSIBLE FOR THE DESIGN AND STRUCTURAL INTEGRITY OF ALL BOLTS, HANGERS,SUPPORT MEMBERS, ETC., AND SHALL PROVIDE ALL NECESSARY MATERIALS REQUIRED FOR INSTALLATION.SYMBOLDESCRIPTIONCEILING-SUPPORTED CONVEYOR SILL ASSEMBLY (TYP. +7'-6" AND ABOVE)FLOOR-SUPPORTED CONVEYOR PEDESTAL ASSEMBLY (TYP. +7'-6" AND BELOW)CONCENTRATED POINT LOAD (AT SUPPORT LOCATIONS)DETAIL PLAN - POWER TURNSSTANDARD SUPPORTSCALE: N.T.S.DETAIL PLAN - SUPPORT LOADFOR CONVEYOR MERGESCALE: N.T.S.DETAIL PLAN - SINGLE LEVEL CONVEYORSUPPORT WITH PLATFORMSCALE: N.T.S.DETAIL PLAN - SINGLE LEVEL CONVEYOR SUPPORTSCALE: N.T.S.DETAIL PLAN - POWER TURNSTANDARD SUPPORTSCALE: N.T.S.DETAIL PLAN - HIGH SPEED DIVERTER WITH7$.($:$<&219(<25SCALE: N.T.S.Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
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REVISIONS
# DATE DESCRIPTION BY JSM & Associates730 East 5th AvenueMt. Dora, Florida 32757GENERAL DETAIL DRAWING
(POINT LOADS)B6.1.02CONFORMED SET473
COOKSON G
ICHAIN LOCKFINISHED FLOORFASCIACHASE23"14"71
2
5 1/2"
13"INSIDEEMERG.HANDCHAIN* 5'-0" CLEAR OPEN HT
7'-6-1/2" TOTAL HEIGHT OF DOOR
BOTTOM BAR LOCKOUTSIDEOPERATIONINSIDENO LOCKINGCYLINDERSLIDE BOLTTYPE 5'-0" JAMBOPENING WIDTH (TYP)FINISHED FLOORHOODMATL: 24GA GALVFIRE/SECURITY DOOR - SIDE VIEWSCALE: N.T.S.FIRE/SECURITY DOOR - FRONT VIEWSCALE: N.T.S.SECTION VIEW - FOR SECURITY DOORSCALE: N.T.S.TICKET COUNTERTHROUGH WALLLENGTH VARIES2" GAP IN SIDE GUARDS TO ALLOW DOORTO CLOSE DOWN ON TOP OF BELT.(SIDE GUARDS NOT SHOWN FOR CLARITY)EXISTING OPENINGNEW FIRE/SECURITY DOOR.REFERENCE ARCHITECTURALDRAWINGS FOR EXACTLOCATION OF DOORS.SENSING EDGE2"SLAT: #5 - 22GAMAT'L: S.S.FINISH: S.S.BOTTOM BAR DETAILMAT'L: STEEL2 1/4"5/8"GUIDE DETAIL - SIDE VIEWSCALE: N.T.S.NOTES:1. APPROX. WT. OF DOOR VARIES BY MANUFACTURER.2. PROVIDE ADEQUATE CLEARANCE FOR WIRING MOTOR.3. ELECTRICAL INFORMATION:VOLTAGE: 480 PHASE: 3CONTROLLER NEMA 1CONTROL STATION NEMA 1PUSH BUTTON SURFACE MTD KEY STATION FLUSH MTD4. PHOTO EYES ARE TO BE USED AS THE PRIMARY METHOD TOPROVIDE DOOR BLOCKAGE PROTECTION. EDGE STRIPS ARETO PROVIDE SECONDARY PROTECTION.4. DOORS INSTALLED ARE TO BE WALL MOUNTED.6. COORDINATE DOOR OPENINGS WITH GENERALCONTRACTOR/ARCHETECTUAL REQUIREMENTS. ENSURETHAT THE OPENING AND MOUNTING STRUCTURE AREAPPLICABLE FOR THE DOOR MANUFACTURER AND TYPESELECTED, AND THAT NECESSARY MAINTENANCECLEARANCES ARE MAINTAINED.GUIDE DETAIL - TOP VIEWSCALE: N.T.S.1 3/8"2 3/48" GUIDE DETAIL TYPEMAT'L: STEEL FINISH:BRONZE PRIME*SEE ELEVATION FOR ACTUAL WALL OPENINGS.GUIDE OPENING - TOP VIEWSCALE: N.T.S. 5'-0" GUIDEOPENING WIDTH (TYP)CMU WALLCONSTRUCTIONNOTE: ACTUAL DIMENSION OF DOOR HOUSING AND MOTOR MAY VARY. SEEMANUFACTURERS INFORMATION FOR DIMENSIONS AND MOUNTING INFORMATION.VERIFY WALL CONSTRUCTION.3 1/8"S.S. SLATSSheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
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REVISIONS
# DATE DESCRIPTION BY JSM & Associates730 East 5th AvenueMt. Dora, Florida 32757NOTE: SHOWN WITH SECURITY DOOR OPTION. DOORS BOTTOMS MAYBE TO THE FLOOR AS CONVEYORS WILL NEED TO BE 2" APARTBETWEEN COMPONENTS.WITH SECURITY DOOR APPLICATION, SIDE GUARDS WILL NEED TO BEMODIFIED AND WALL FILL SHALL BE INSTALLED.GENERAL DETAIL DRAWING (DOOR DETAILS)GENERAL DETAIL DRAWING
(DOOR DETAILS) 5'-0" JAMBOPENING WIDTH (TYP)FINISHED FLOORFIRE/SECURITY DOOR - BACK VIEWSCALE: N.T.S.S.S. SLATSNOTE: SHOWN WITH DOOR THAT CLOSES TO THE FLOOR.SOME APPLICATIONS REQUIRE THE DOOR TO CLOSE ONTOP OF THE CONVEYOR BELT.S.S. DOOR BUCK TO BE PROVIDED BY CONTRACTOR. DOORBUCK TRIMMING IS TO BE WRAPPED AROUND THE WIDTHOF THE WALL.B6.1.033"S.S.3"S.S.1 1/2 HOUR W.H.LABELED FIRE DOORWHERE APPLICABLE3"S.S.3"S.S.1 1/2 HOUR W.H.LABELED FIRE DOORWHERE APPLICABLEDRAFT CURTAIN ANDMOUNTING ASSEMBLYCONFORMED SET474
GENERAL NOTES:1. ALL STRUCTURAL SHAPES AND PLATE (I, C, TS, L, BAR, ETC.) TO HAVE EQUAL STRENGTH OR BETTER THAN A36MATERIAL.$//7+5($'('52'72+$9((48$/675(1*7+25%(77(57+$1$0$7(5,$/3. ALL BOLTS TO BE EQUAL TO GRADE 5 OR STRONGER, UNLESS OTHERWISE NOTED (UON).4. ALL WELDS TO BE CLEANED TO SSPC-SP1, SP2 AND PAINTED MIN. OF 2MILS FINISH.5. ALL WELDS TO BE DONE WITH E70XX ELECTRODES OR AWS RECOGNIZED EQUAL STRENGTH.6. ALL ANCHORS MUST BE INSTALLED ACCORDING TO MANUFACTURER'S PROCEDURES. PROVIDE ANCHORS PER JOBSPECIFICATION 14540. NO SUBSTITUTIONS ALLOWED FOR ANCHOR BOLTS7. ALL STRUCTURAL SUPPORTS SHALL BE DESIGNED BY A LICENSED PE AND APPROVED BY THE AIRPORT ENGINEERPRIOR TO INSTALLATION.8. ALL CONNECTIONS TO THE EXISTING STRUCTURE SHALL BE PROVIDED WITH SOUND AND VIBRATION ISOLATION.9. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.3 X 3 ANGLE SILL723" SCH 40 PIPE SILLATTACHMENT EXAMPLES - INCLUDING SWAY BRACESCALE: N.T.S.L
m
a
x
=
1
5
'
-
0
"LENGTH TO VARYLENGTH TO VARYNOTE:IF BEVEL WASHERS ARE NEEDED TO STRAIGHTENSWAY BRACE ANGLE OR DROP RODS. USE (2) 34"BEVELED WASHERS, GALV. ONE ON EACH SIDE OF CLIP.72SEE DETAILSEE DETAILSEE DETAILSEE DETAILSEE DETAILBOTH C6x8.2 AND C4x5.4B/B CHANNEL SILL$//7+5($'('52'$CUT TO LENGTH. LATERALSHOWN, LONGITUDINAL527$7(' Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
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REVISIONS
# DATE DESCRIPTION BY JSM & Associates730 East 5th AvenueMt. Dora, Florida 32757GENERAL DETAIL DRAWING (HANGING ATTACHMENTS)GENERAL DETAIL DRAWING (HANGING
ATTACHMENTS)NOTE:VIBRATION ISOLATOR IS TO BEINSTALLED AT CONVEYORCONNECTING POINT.B6.1.04CONFORMED SET475
1.GENERAL CONTRACTOR SHALL FOLLOW THE GUIDELINES SET FORTH IN "ACRP REPORT 52 WAYFINDING ANDSIGNING GUIDELINES FOR AIRPORT TERMINALS AND LANDSIDE"2. GENERAL CONTRACTOR SHALL FIELD SURVEY LOCATION AND VERIFY ALL EXISTING CONDITIONS ANDDIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT.3. NOTIFY THE ARCHITECT IN WRITING OF ANY UNEXPECTED CONDITIONS THAT ARE UNCOVERED AFTERBEGINNING WORK.4. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK AS INDICATED ON THESE PLANS UNLESS OTHERWISEINDICATED.5. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING ASIF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED INTHE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TOCONSTRUCTION.6. GENERAL CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT, APPROVALS, INSPECTIONS, CERTIFICATE FORCOMPLIANCE, AND ASSIST WITH THE CERTIFICATE OF OCCUPANCY AS REQUIRED UNLESS OTHERWISE NOTED.7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS OTHER THAN GENERAL BUILDING PERMITSREQUIRED FOR SUCH WORK SHOWN ON THE DRAWINGS. SUCH PERMITS SHALL BE OBTAINED BEFORESTARTING THE WORK. SEPARATE PERMITS ARE REQUIRED FOR THE INSTALLATION OF ALL EXTERIOR SIGNAGE.THE CONTRACTOR SHALL ACQUIRE THESE PERMITS AND PAY ALL REQUIRED FEES PRIOR TO THE SIGNAGEINSTALLATION.8. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY FACILITIES DURING CONSTRUCTION FOR THECOMPLETE BUILDING OPERATION. THIS SHALL BE TEMPORARY ACCESS, EXIT, CORRIDORS, LIGHTING, FIREPROTECTION, MAIN CORRIDOR PROTECTION, A/C & ALL INFRASTRUCTURE REQUIRED DURING THE FINAL STOREOPERATION.9. GENERAL CONTRACTOR SHALL REMOVE ALL TEMPORARY ITEMS AT THE COMPLETION OF WORK AS REQUIRED.10. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES, ALL APPROVED DRAWINGS INCLUDING ALLREVISIONS AND ADDENDA.11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND REQUIREMENTS DURINGCONSTRUCTION.12. AFTER COMPLETION, GENERAL CONTRACTOR SHALL CLEAN WHERE EVER SUCH CLEANING IS REQUIRED,INCLUDING AREAS OF THE BUILDING MADE DIRTY BY CONSTRUCTION WORK. REMOVE FROM THE PREMISESTRASH, TOOLS, EQUIPMENT AND EXCESS CONSTRUCTION MATERIALS.13. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE TO COMPLETE THE WORKOUTLINED IN THESE DOCUMENTS , INCLUDING ITEMS WITHIN THE SPACE ABOVE THE CEILINGS (STRUCTURALMEMBERS, CONDUITS, MECHANICAL DUCTS, INSULATION, RECESSED LIGHT FIXTURES, AND CEILINGCONSTRUCTION DIMENSIONS, ETC.) THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE FINISHEDCEILING HEIGHT ABOVE THE FLOOR AS INDICATED IN THESE DRAWINGS FOR THE VARIOUS ROOMS AND AREAS.14. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THOSE LAWS HAVING JURISDICTIONWEATHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE DRAWINGS.15. CONTRACTOR WILL VERIFY WITH THE A.A.A., A.E.E. AND THE PUBLIC WORK DEPARTMENT THE LOCATION OF ALLINFRASTRUCTURE, EVEN IF THEY ARE NOT SHOWN ON DRAWINGS.16. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PARTITION WALLS IF THEY ARE REQUIRED DURING THECONSTRUCTION PROCESS.17. GENERAL CONTRACTOR SHALL INCLUDE FURNISHING ALL MATERIALS EQUIPMENT, TOOLS, LABOR ANDSERVICES NECESSARY FOR COMPLETION OF THE PROJECT.18. GENERAL CONTRACTOR SHALL PERFORM ALL WORK ALL WORK IN CONFORMITY WITH THOSE LAWS HAVINGJURISDICTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE DRAWINGS.19. SHOP DRAWINGS:19.1. SUBMIT A SCHEDULE OF SHOP DRAWINGS PRIOR TO COMMENCING WORK.19.2. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVISION WHERE REQUIRED BY PLANS AND SPECIFICATIONS,WITH AMPLE TIME TO REVIEW AND APPROVE.19.3. ALL SHOP DRAWINGS, INCLUDING EQUIPMENT AND MATERIALS, SHALL BE REVIEWED AND APPROVED BYTHE ARCHITECT PRIOR TO ORDERING OF FABRICATION.20. GENERAL CONTRACTOR TO SUBMIT TIMEFRAME & CONSTRUCTION PHASES SCHEDULE.21. GENERAL CONTRACTOR TO PROVIDE OWNER WITH ONE COMPLETE SET OF ACCURATE, FULL-SIZED AS-BUILTRECORD DRAWINGS FOR PERMANENT RECORD.22. FULLY WARRANTY ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR 1 YEAR FROM DATE OF ACCEPTANCE.REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING WARRANTYPERIOD. EXTEND ALL MANUFACTURER'S WARRANTIES TO THE OWNER.GENERAL CONTRACTOR RESPONSIBILITYGENERAL NOTES1. DESIGN DRAWINGS ARE FOR INTENT ONLY AND MEANT TO INDICATE ONLY SIZE, STYLE, TYPE, LAYOUT,COLOR AND SHAPE.2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.3. DRAWINGS ARE IN INCHES UNLESS OTHERWISE NOTED.4. PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL CODES AND REGULATORY REQUIREMENTS.5. ALL ENGINEERING/MOUNTING REQUIREMENTS ARE THE RESPONSIBILITY OF THE SIGNAGE CONTRACTOR.VERIFY SIGNAGE BACKING IN FIELD PRIOR TO INSTALLATION. DETAILS AND CALCULATIONS SHALL BESUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.6. KEEP THE PREMISES NEAT AND CLEAN AT ALL TIMES.7. PERFORM ALL WORK IN A WORKMANLIKE MANNER.8. PROTECT ALL AREAS ADJACENT TO THE WORK AREA, OR THROUGH WHICH MATERIALS MUST PASS, TOPREVENT DAMAGE RESULTING FROM CONSTRUCTION OR MATERIALS' HANDLING.9. FOLLOW THE MANUFACTURE'S STRICTEST WRITTEN RECOMMENDATIONS FOR HANDLING, INSTALLATION,AND/OR APPLICATION OF ALL MATERIALS AND/OR PRODUCTS CONSISTENT WITH THE SKILL AND CARENECESSARY FOR THE ORDERLY PROGRESS OF WORK.10. WHEN "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYING TERMS ARE USED, INTERPRET AS"TO BE REVIEWED BY THE ARCHITECT".11. VERIFY AND PROVIDE QUANTITIES FOR EACH SIGN TYPE AS SHOWN ON SIGNAGE SCHEDULE, PLAN ANDDETAIL DRAWINGS.12. SAND & SMOOTH ALL EDGES ON ALL SIGNS.13. FOR PAINT COLORS AND GRAPHICS FOR EACH SIGN, REFER TO SIGN SCHEDULE.14. ALL FLOOR ELEVATIONS ARE GIVEN TO TOP OF CONC. SLAB (TOC), TOP OF WALL (TOW), OR TOP OF FLOORFINISH (FEE), AS INDICATED.15. ALL DISTANCES, DATA AND EXISTING STRUCTURES AND UTILITIES ABOVE OR BELOW THE GROUND, WITHINTHE LIMITS OF THIS PROJECT SHALL BE CHECKED BY THE CONTRACTOR. IN CASE OF CONFLICT, THEARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN ORDER THAT CLARIFICATION MAY BE MADE.16. SITE SURVEY DRAWINGS ARE FOR INFORMATION ONLY. CONTRACTOR SHALL VERIFY AND PROVIDE ALL SITESURVEY REQUIRED FOR THE WORK OF THIS PROJECT.17. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONSMAY BE REQUIRED TO SUIT JOB CONDITIONS AND SHALL BE INCLUDED AS PART OF THE CONTRACTORSWORK.18. REFER TO SPECIFICATION BOOK FOR ADDITIONAL SPECIFICATION INFORMATION.SHEET INDEXGENERAL SIGNAGE FONTARROW AND PICTOGRAM NON-MENCLATURE TABLEKEYPLANABXX-XXXXHelvetica Neue MediumA B C D E F G H I J K L MN O P Q R S T U V W X YZ a b c d e f g h i j k l m n op q r s t u v w x y z 1 2 3 45 6 7 8 9 0SIGN ID# - REFER TOCORRESPONDING NUMBERLISTED IN SIGN SCHEDULEA = AIRSIDEL = LANDSIDEX = EXTERIOR1 = 1ST FLOOR2 = 2ND FLOORA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEW1001SCALE: N.T.S.GENERAL SIGNAGE FONTTERMINALADDITIONWESTPHASE 2ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTPHASE 3SCREENINGUPGRADEPHASE 1LOADING DOCKBUILDINGPHASE 1TERMINAL ARENOVATIONPHASE 3EXISTINGLOADING DOCKPHASE 1NGBELECTRONIC DISPLAYSHEET# SHEET TITLEW100 GENERAL NOTES, STANDARDS & KEYPLANW101 SIGNAGE REQUIREMENTSW200 SIGN TYPE DETAILS TEMPORARY SIGNAGEW201 SIGN TYPE DETAILS A-CW202 SIGN TYPE DETAILS D-FW203 SIGN TYPE DETAILS G-HW204 SIGN TYPE DETAILS IW205 SIGN TYPE DETAILS IW300 MASTER SHEET LAYOUT PLAN - SITEW301 MASTER SHEET LAYOUT PLAN - PHASINGW400 PHASE 1 DEMOLITION & TEMPORARY SIGNAGE SCHEDULEW401 PHASE 1 DEMOLITION PLANSW402 PHASE 1 TEMPORARY SIGNAGE PLAN - BAGGAGE CLAIM 1-3W403 PHASE 1 TEMPORARY SIGNAGE PLAN - SCREENINGW404 PHASE 1 TEMPORARY SIGNAGE PLAN - GATES 11-16W405 PHASE 1 NEW SIGNAGE SCHEDULEW406 PHASE 1 NEW SIGNAGE PLAN - BAGGAGE CLAIM 1-3W407 PHASE 1 NEW SIGNAGE PLAN - SCREENINGW408 PHASE 1 NEW SIGNAGE PLAN - GATES 11-16R (RIGHT DIRECTIONAL ARROW)L (LEFT DIRECTIONAL ARROW)F (FORWARD DIRECTIONAL ARROW)B (BACK DIRECTIONAL ARROW)FR (FORWARD RIGHT DIRECTIONAL ARROW)BR (BACK DIRECTIONAL ARROW)FL (FORWARD LEFT DIRECTIONAL ARROW)BL (BACK LEFT DIRECTIONAL ARROW)1 (DEPARTURES OR GATES)2 (ARRIVALS)3 (CUSTOMS/ SECURITY SCREENING)4 (BAGGAGE CLAIM)5 (TICKETING OR CHECK-IN)6 (CAR RENTALS)7 (WAITING AREA)8 (GROUND TRANSPORTATION)9 (TAXI)10 (BUS)11 (ESCALATOR UP)12 (ESCALATOR DOWN)13 (ELEVATOR)14 (PUBLIC PARKING)15 (NO PARKING)16 (RESTROOMS)17 (MENS RESTROOM)18 (WOMENS RESTROOM)19 (FAMILY RESTROOM)20 (NO ENTRY)21 (SHOPS)22 (RESTAURANT)23 (SMOKING AREA)24 (CURRENCY EXCHANGE)25 (POLICE)26 (SHIPPING/ RECIEVING)27 (BADGING OFFICE)28 (WELCOME CENTER)29 (Service Animal Relief Area - SARA)WAYFINDING @ PROJECT ALPHA ONE (TERMINAL EXPANSION)PHASE 1ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLREVISIONGENERAL SIGNAGE DESIGNATION SYMBOLSIGN DESIGNATIONELEC DESIGNATES IF SIGN ISPOWEREDDEMO DESIGNATES IF SIGN ISTO BE DEMOLISHED/REPLACEDELECDEMOXX-XXXDEMOLITIONNEW SIGNAGEJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_01.1_PHASE 1_General Notes, Standards & Keyplan - W100.dwg Jul 12, 2017 - 12:27pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W100GENERAL NOTES, STANDARDS & KEYPLANCONFORMED SET476
9" MIN.CLEAR4'-0" MIN.5'-0" MAX.4W200WAYFINDING SIGNFIRE & EVACUATIONEXIT PLAN; SAMESTYLE AS TYPICALROOM SIGNAGEHALLWAY ROOMDIRECTIONAL;SAME STYLE ASROOM SIGNTYPICALROOMOPTIONAL ROOMSIGN LOCATIONGATE4'-0" MIN.4'-0" MIN.7'-0" MIN.7'-4" MIN.AMENITY7'-0" MIN.VARIESVARIESELEVATIONCEILING HTVARIESELEVATIONFINISHED FLOOR0'-0"GENERAL SIGNAGE REQUIREMENTSTYPICAL ROOM SIGNAGELIFE SAFETY SIGNAGETYPICAL WAYFINDINGBLADE MOUNT SHOWN; SEEDETAIL FOR ADDITIONALMOUNTING OPTIONSBLADE MOUNT SHOWN; SEEDETAIL FOR ADDITIONALMOUNTING OPTIONSADA EXIT SIGNAGE; SEE LIFESAFETY DRAWINGS FORADDITIONAL INFORMATION5/8" MIN.LETTER HEIGHT3'-4"5'-10"6'-0"40" HIGH70" HIGH120" HIGH5/8" MIN. LETTER HEIGHTPLUS 1/8" PER FOOT OFVIEWING DISTANCE OVER 72"15'-0"(180")(72")2" MIN. LETTER HEIGHT2" MIN. LETTER HEIGHTPLUS 1/8" PER FOOT OFVIEWING DISTANCEOVER 180"10'-0"21'-0"(252")3" MIN. LETTER HEIGHTPLUS 1/8" PER FOOT OFVIEWING DISTANCEOVER 21'-0"3" MIN. LETTER HEIGHT80" HIGH ADA MIN. CLEAR HEADROOM90" HIGH BUILDING CODE MIN. CEILING EGRESS HEIGHTMESSAGEMESSAGEMESSAGEMESSAGEMESSAGEDISTANCE6 FEET15 FEET21 FEETSIGNTYPE CSIGNTYPE CSIGNTYPE BSIGNTYPE ASIGNTYPE B5'-0"LATCH SIDE OFDOOR℄18" CLEAR AREA18" CLEARAREA5'-0"TACTILE "EXIT" SIGNTACTILE "EXIT" SIGNRE:DETAIL 9/A-5℄TACTILE "EXIT" SIGNRE:DETAIL 10/A-5TACTILE "EXIT" SIGN9"℄J:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_02_GENERAL_New Signage Requirements - W101.dwg Jul 12, 2017 - 12:27pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W101NEW SIGN REQUIREMENTS1SCALE: 1/14" = 1'-0"MOUNTING DETAILEXIT SIGN2SCALE: 1/14" = 1'-0"MOUNTING DETAILEXIT SIGNCONFORMED SET477
ELEVATIONDOUBLE-SIDED POLYSTYRENEA-FRAME BOARDMINIMUM DISPLAY AREA (24" x 36")HORIZONTAL GRID LINES SPACED AT 3"4'-0"2'-0"MessageMessageMessageMessageMessage1'-9"3"1'-5"6"3"3"3"3'-0"SIGN TO HAVE INTERIOR CAVITY TO FILL WITHWATER OR SAND TO WEIGH DOWN3"3"1'-9"Message9"DESTINATIONSIGN TAG2'-0"5"5"DIRECTIONALSIGN TAGS214" TEXT HEIGHT114"12"1 LINE2 LINESPICTORGRAM CENTEREDON 5" X 5" SQUARE3"1"1'-5"1 34" TEXTHEIGHT1"1'-9"3" VERTICAL COLUMN FOR ARROWSVELCRO BACKINGVELCRO BACKINGTO ATTACH TO BOARDSECTIONEXTERIOR A-FRAME SIGNS MUST HAVE AWATERTIGHT INNER CAVITY TO FILL WITHWATER TO WEIGH DOWN24" x 36" VELCRO BACKING TO BEFIXED TO BOTH SIDES OF SIGNMessageMessageARROWSIGN TAGVELCRO BACKINGTO ATTACH TO BOARDARROW CENTEREDON 3" X 3" SQUAREVELCRO BACKINGTO ATTACH TO BOARD3"3"VELCRO BACKINGTO ATTACH TO BOARDARROW TILTED AT 45 DEGREESJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_03_GENERAL_Sign Type Details Temporary Signage_W200.dwg Jul 12, 2017 - 12:27pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W200SIGN TYPE DETAILS - TEMPORARY SIGNAGE1SCALE: 1/8" = 1'-0"SIGN DETAILTYPICAL TEMPORARY SANDWICH BOARDCONFORMED SET478
134"9"134"12-1/2"2"1'-0"3"412"112"112"15-1/2"(BLUE ACRYLIC PLUS COVER STRIP)2"1'-0"3"412"1"ELEVATION MESSAGE DIMENSIONS2" DEEP CEILINGSUSPENDEDWITH BRUSHEDLAMINATEFINISH(HORIZONTALGRAIN)COVER STRIPGRAPHIC PANELFROM 1/2" THICKCLEAR ACRYLICWITH (P1) SECONDSURFACE PAINT.PANEL TO VHPMOUNT TO CEILINGGRAPHICSFROM FIRSTSURFACE (V1)VINYLXXXXXXXXXXXXXXXXXX72"18"8"CLCLHRP 1000 2" ALUMINUMBODY WITH 0.063" THICKALUM SHEETING AND 0.035"THICK METAL OVERLAMINATE1/2" THICKCLEAR ACRYLIC14"16"18"8"72"PLAN VIEWELEVATIONSECTION AMcMASTER CARR33041T71STAINLESS STEELEYEBOLT WITHTHREADED RIV NUT1/2" THICKCLEAR ACRYLICCOVER STRIP0.063" THICK ALUMINUMSHEETING WITH BRUSHEDMETAL LAMINATE OVERLAYHRP 1000 2"ALUMINUMBODYBaggage ClaimGround TransportationAll GatesELEVATION SIGN DIMENSIONEND VIEWCOVER STRIP14"16"2"3"9"2" DEEP CEILINGSUSPENDEDWITH BRUSHEDLAMINATEFINISH(HORIZONTALGRAIN)COVER STRIPGRAPHIC PANELFROM 1/2" THICKCLEAR ACRYLICWITH (P1) SECONDSURFACE PAINT.PANEL TO VHPMOUNT TO CEILINGMOUNTGRAPHICSFROM FIRSTSURFACE (V1)VINYLARROW FROMAPPLIED (V2)VINYL3/16" DIA. AIRCRAFTCABLE PROVIDED BY ASI114"138"ABaggage ClaimGround TransportationELEVATION14"16"2"3"9"GRAPHICSFROM FIRSTSURFACE (V1)VINYL3/16" DIA. AIRCRAFTCABLE PROVIDED BY 58"72"AGRAPHIC PANELFROM 1/2" THICKCLEAR ACRYLICWITH (P1) SECONDSURFACE PAINT.PANEL TO VHPMOUNT TOCEILING MOUNTCOVER STRIP2" DEEP CEILINGSUSPENDEDWITH BRUSHEDLAMINATEFINISH(HORIZONTALGRAIN)ARROW FROMAPPLIED (V2)VINYLEND VIEWCOVER STRIP14"3/4"16"2"1/2"1/2"21"15"3"15"19"18"GRAPHIC PANELS FROM 1/4" THICK CLEARACRYLIC WITH (P1) SECOND SURFACE PAINTAND FIRST SURFACE (V1) VINYL2" DEEP PROJECTION MOUNT WITH BRUSHEDLAMINATE FINISH (HORIZONTAL GRAIN)MOUNTING CHANNEL WITH BRUSHEDLAMINATE FINISH (HORIZONTAL GRAIN)10-24 COUNTERSUNK FASTENERS2"14"14"ELEVATIONEND VIEWPLAN VIEW24"SECTIONHRP 1000 2" ALUM BODYWITH 0.063 THICK ALUMSHEETING AND 0.035"THICK LAMINATE1/4" THICK CLEAR ACRYLICBREAKFORMED ALUMINUM MOUNTINGCHANNELBREAKFORMED ALUMINUM MOUNTINGCHANNELRESTROOMXXXXELEVATIONPLAN VIEWEND VIEW1/4-20 X 1" WELDED STUDS ON BACK OFPANEL12"10"12"10"13-1/2"14"15"14"14"12"1"1"14"1"0.25" THICK ALUMINUM WITH 0.035" THICKLAMINATEMOUNTING LAYOUT0.25" THICK ALUMINUM BACKGROUND PANELTO HAVE BRUSHED LAMINATE FINISH(HORIZONTAL GRAIN)ADA OVERLAY WITH SUBSURFACEPICTOGRAM AND RAISED COPY AND BRAILLE1/4" THICK CLEAR ACRYLIC GRAPHIC WITHSECOND SURFACE (P1) PAINTBaggageClaimXELEVATION1116"1 116"1116"1'-6"1'-2"1"1'-5"112"1'-512"1'-7916"2"2"1'-6"1'-6"1'-6"SECTION A-AAA1'-412"0.25" THICK ALUMINUM BACKGROUND PANELTO HAVE BRUSHED LAMINATE FINISH(HORIZONTAL GRAIN)1/4" THICK CLEAR ACRYLIC GRAPHIC WITHSECOND SURFACE (P1) PAINTCOPY FROM APPLIED (V1) VINYL1/4" THICK CLEAR ACRYLIC GRAPHIC WITHSECOND SURFACE (P1) PAINTBREAKFORMED ALUMINUM MOUNTINGCHANNEL CONT.0.25" THICK ALUMINUM BACKGROUND PANELTO HAVE BRUSHED LAMINATE FINISH(HORIZONTAL GRAIN).090 SS AIRCRAFT CABLE PROVIDED BY ASIMOUNTED TO CEILING GRID ABOVEJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_04_GENERAL_Sign Type Details A-C_W201.dwg Jul 12, 2017 - 12:27pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W201SIGN TYPE DETAILS A-C1SCALE: N.T.S.OVERHEAD DIRECTIONAL SIGNAGE DETAIL TYPE A12SCALE: N.T.S.OVERHEAD DIRECTIONAL SIGNAGE DETAIL TYPE A23SCALE: N.T.S.WALL MOUNT BLADE SIGNAGE DETAIL TYPE B4SCALE: N.T.S.WALL SIGNAGE DETAIL TYPE C5SCALE: N.T.S.WALL SIGNAGE DETAIL TYPE C.1CONFORMED SET479
FLIGHT INFORMATION84"112"412"88"9"1-1/2"30-1/2"43-1/2"4"11"73-1/2"11"33"63"74"LCDLCDLEFT ENDRIGHT ENDEND VIEWS96"9"6"612"96"7"6"DATA/POWERSIDE ADIRECTORY84"112"412"88"9"1-1/2"11"73-1/2"11"33"63"74"96"7"6"30-1/2"43-1/2"4"74"MAPDIRECTORYDATA/POWERSIDE B6"72"112"412"75"18"19"3/8" DIA.COUNTERSUNKFASTENER TOSECURECABINET TOPOST1" ALUMIMUMANGLE FRAMEWITH 0.063"THICK ALUMSHEETING2" SQUARE STEEL TUBEWITH 3/8" THICK STEELFLANGE PLATE WELDEDON TOP AND BOTTOM.POST TO BE CAPPED,DRILLED, AND TAPPEDTO ACCEPT 3/8" DIA.COUNTERSUNK BOLTALUMINUMANGLE POSTSLEEVEREVEAL FROM 1-1/2"ALUMINUM ANGLEBASE FROM 1"ALUMINUM ANGLE WITH0.063 THICK ALUM.SECTIONLEFT ENDRIGHT END84"9"4"412"LEFT ENDTO BEPAINTED(P1) ONSIDESEND VIEWS9"66"112"412"75"18"19"TYPICAL VIEWLOT9"1-1/2"6"1/4" THICK CUTALUMINUMLETTERS WITHHORIZONTALBRUSHED FINISHCOPY FROMAPPLIED (V1)VINYLBACKGROUND PANELTO HAVE BRUSHEDLAMINATE FINISH(HORIZONTAL GRAIN)1/4" THICK CLEARACRYLIC FACEPANELS WITHSECOND SURFACEPAINTED (P1)REVEAL AND BASE TO HAVEBRUSHED LAMINATE FINISH(HORIZONTAL GRAIN)GRADEECONOMYDAILY RATE $13.00112"312"3"2"6"212"2"1"1"XXXXXXXX XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXX XXXXXXXX9'-0"2'-0"1012"1"412"112"6'-0"134"412"12"3"2"3"2"3"2"712"POWER3" LETTERS4.5" PICTOGRAMSACRYLIC PLATE0.5" ALUMINUM FRAME3/16" DIA. AIRCRAFTCABLE PROVIDED BY ASICEILING-MOUNTEDFRONT ELEVATIONSERVICE ANIMALRELIEF AREA1'-0"4'-0"2"8"112"3'-012"2"8"2"ACRYLIC PLATE0.5" ALUMINUM FRAME3" LETTERSPOWERFLOURESCENT LAMP0.5" ALUMINUM FRAMEACRYLIC FACELAMP SOCKETPOWERWALL-MOUNTEDSIDE SECTIONMOUNTINGH.O. BALLASTCEILING-MOUNTEDSIDE SECTION6"2'-0"J:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_05 _GENERAL_Sign Type Details D-F_W202.dwg Jul 12, 2017 - 12:27pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W202SIGN TYPE DETAILS D-F1SCALE: N.T.S.LCD MONITOR DISPLAY MONUMENT SIGN DETAIL TYPE D2SCALE: N.T.S.EXTERIOR PARKING MONUMENT SIGN DETAIL TYPE E3SCALE: N.T.S.OVERHEAD EXTERIOR SIGNAGE DETAIL TYPE F4SCALE: N.T.S.SERVICE ANIMAL RELIEF AREA (SARA)OVERHEAD EXTERIOR SIGNAGE DETAIL TYPE F.1CONFORMED SET480
PARKINGDEPARTURESLANE 4LANE 3LANE 2LANE 1EQEQEQEQEQEQEQEQARRIVALSBAGGAGECLAIM 1-3DEPARTURESINTERNATIONALARRIVALSPARKINGLANE 4LANE 3LANE 2LANE 1EQEQEQEQEQEQEQEQBAGGAGECLAIM 1- 3LANE 4LANE 3LANE 2LANE 1EQEQEQEQEQEQEQEQDEPARTURESPARKINGBAGGAGECLAIM 1- 3INTERNATIONALARRIVALSLANE 4LANE 2LANE 3LANE 1EQEQEQEQEQEQEQEQDEPARTURESEXITBAGGAGECLAIM 1-2LANE 3LANE 2EQEQEQEQDEPARTURESEXIT13'-534"UPEXISTIN
G
I
T
B1-44EXISTING ELEVATOR ROOMB1-43EXISTING TICKETINGB1-10
ELEVAT
O
R
4
B1-49ELEVATOR 3B1-48 EXISTING MECHANICAL ROOMA1-05 WOMENS ROOMA1-04JANITO
R A1-03MENS R
O
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M
A1-02FAMI
L
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R
E
S
T
R
O
O
M
A1-01EXISTIN
G
I
T
A1-14EXISTIN
G
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A1-15ELEVATOR 1A1-11MENS ROOMA1-17
WOMENS ROOMA1-18ELEVATOR ROOMA1-13
CORRID
O
R A1-16ALPHA
S
T
O
R
A
G
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A1-43CORRIDORA1-11 JANITORA1-10
FAMILY RESTROOMA1-09 WOMENS ROOMA1-08MENS R
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A1-07INBOUND BAGGAGE CLAIMA1-06
CUSTOM
S
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F
I
R
E
P
R
O
T
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C
T
I
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N
A
R
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COMBI
N
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D
FP1-05
BAGGAGE CLAIM 3FP1-
0
3
KITCHENBC3-06ELEVATOR 2A1-12STORA
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FP2-23STAIRSFP1-04
CANOPY 3B1-6013'-0"OFFICES / IT ROOMBC3-05
FAMILY
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S
T
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M
BC3-04FAMILY RESTROOMBC3-03BC3-0
2 FIRE RISER ROOMFP-06BAGGAGE CLAIM 4BAGGAGE CLAIM 5BAGGAGE CLAIM 65W2034W2033W2032W2031W203BAGGAGECLAIM 2 & 3FISRENTALPARKINGARRIVALSPARKINGGARAGE8W203XXXXXXX9"1'-0"1'-0"6"XXXXXXX9"1'-0"10"6"6"11"8"10"1'-0"1'-0"1'-0"10"3"3'-0"Backlit Channel LettersBaggageClaim 1-36"6"4"4"BaggageClaim 1-36"6"4"4"BaggageClaim 1-36"6"4"4"BaggageClaim 1-36"6"4"4"J:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_06.1_PHASE 1_Sign Type Details G-H_W203.dwg Jul 12, 2017 - 12:28pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W203SIGN TYPE DETAILS G-H1SCALE: 1/8" = 1'-0"ELEVATION 1 (PHASE 3)ROADWAY DIRECTIONAL SIGN DETAIL TYPE G2SCALE: 1/8" = 1'-0"ELEVATION 2 (PHASE 3)ROADWAY DIRECTIONAL SIGN DETAIL TYPE G3SCALE: 1/8" = 1'-0"ELEVATION 3 (PHASE 1)ROADWAY DIRECTIONAL SIGN DETAIL TYPE G4SCALE: 1/8" = 1'-0"ELEVATION 4 (PHASE 2)ROADWAY DIRECTIONAL SIGN DETAIL TYPE G5SCALE: 1/8" = 1'-0"ELEVATION 5 (PHASE 2)ROADWAY DIRECTIONAL SIGN DETAIL TYPE G6SCALE: 3/4" = 1'-0"ROADWAY DIRECTIONAL SIGN DETAIL TYPE G7SCALE: N.T.S.X1-028 & X1-029VINYL DOOR SIGN DETAIL TYPE HCONFORMED SET481
EXISTING ITB1-44EXISTING ELEVATOR ROOMB1-43ELEVATOR 4B1-49ELEVATOR 3B1-48STORAGEB1-4775'-11116"28'-0"10'-218"11'-934"11'-934"11'-934"5'-1078"5'-1078"7'-2116"7'-2116"7'-2116"7'-2116"9'-8"4'-758"4'-758"5'-612"5'-038"4'-7916"4'-418"4'-61516"3'-9516"W2051L1-070L1-071L1-072W2051W2051W2045L1-0738'-0"8'-0"8'-0"22"22"L1-074L1-07548'-0"48'-4"W2042W2043W2054W2053W2055L1-077L1-076W2052W2052W2044W204410'-0"2'-0"2'-0"1/4" FIRE-RATEDPLYWOOD SUBSTRATE10'-0"2'-0"CAR RENTALSPARKING LOTS C & FBAGGAGE CLAIMSHUTTLE BUSES & TAXISPARKING GARAGE A & LOT BJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_07.1_PHASE 1_Sign Type Details I_W204.dwg Jul 12, 2017 - 12:28pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W204SIGN TYPE DETAILS G1SCALE: 1/4" = 1'-0"PLANCIRCULAR ENTRY SIGN DETAIL TYPE I2SCALE: 1/4" = 1'-0"OUTER ELEVATIONCIRCULAR ENTRY SIGN DETAIL TYPE I3SCALE: 1/4" = 1'-0"INNER ELEVATIONCIRCULAR ENTRY SIGN DETAIL TYPE I4SCALE: 1" = 1'-0"DETAILCIRCULAR ENTRY SIGN DETAIL TYPE I5SCALE: 1/2" = 1'-0"COLUMN CONNECTION DETAILCIRCULAR ENTRY SIGN DETAIL TYPE IREFER TO STRUCTURAL SETSHEETS 1-S205 AND 1-S206FOR STRUCTURAL DETAILSCONFORMED SET482
BAGGAGE CLAIMSHUTTLE BUSES & TAXISPARKING GARAGE A & LOT BCAR RENTALSPARKING LOTS C & F2'-0"8'-0"6'-8"0'-8"0'-4"0'-3"0'-5"0'-512"0'-412"0'-4"0'-612"2'-0"8'-0"6'-8"0'-8"0'-4"0'-3"0'-5"0'-4"0'-5"0'-4"0'-712"2'-0"8'-0"6'-8"0'-8"0'-4"0'-3"0'-5"0'-4"0'-5"0'-4"0'-712"ALL GATESTICKETED PASSENGERS ONLY2'-0"11'-234"0'-8"0'-4"0'-4"0'-4"7'-4"0'-314"1'-0"0'-314"1'-0"0'-91516"0'-4"ELEVATORTICKETED PASSENGERS ONLY10'-612"2'-0"0'-8"0'-4"0'-4"0'-4"8'-1716"0'-314"1'-0"0'-314"0'-10916"0'-4"J:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_08.1_PHASE 1_Sign Type Details I_W205.dwg Jul 12, 2017 - 12:28pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W205SIGN TYPE DETAILS G-H1SCALE: N.T.S.CIRCULAR ENTRY SIGN DETAIL TYPE I2SCALE: N.T.S.CIRCULAR ENTRY SIGN DETAIL TYPE I3SCALE: N.T.S.CIRCULAR ENTRY SIGN DETAIL TYPE I4SCALE: N.T.S.CIRCULAR ENTRY SIGN DETAIL TYPE I5SCALE: N.T.S.CIRCULAR ENTRY SIGN DETAIL TYPE ICONFORMED SET483
UNKRESTRICTEDAREA KEEPOUTREF.UPUPDW
EXISTIN
G
E
L
E
C
T
R
I
C
A
L
B1-19 OPEN OFFICE AREAB1-18STORAGEB1-17B BREAK ROOMB1-27
CONFE
R
E
N
C
E
R
O
O
M
B1-19EXISTING MECHANICALB1-36 EXISTIN
G
W
O
M
E
N
S
R
O
O
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B1-37EXISTI
N
G
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E
N
S
R
O
O
M
B1-38EXISTIN
G
J
A
N
I
T
O
R
B1-42EXIST
I
N
G
I
T
B1-41EXISTING ELECTRICALB1-39
EXISTIN
G
I
T
B1-44 EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31
EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52
EXISTING ELECTRICALB1-53EXISTING ITB1-52
RECEIV
I
N
G
A
R
E
A
B1-11EXISTING TICKETINGB1-10
ELEV
A
T
O
R
4
B1-49ELEVATOR 3B1-48
OUTBOUND BAGGAGE EXTERIORB1-61SECU
R
I
T
Y
S
C
R
E
E
N
I
N
G
B1-26SECURITY SCREENINGB1-26
FAMILY RESTROOMB1-04CORRID
O
RB1-09
WOME
N
S
R
O
O
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B1-05
MENS R
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B1-06
JANITOR / ELECTRICAL / MECHANICALB1-01EXISTING MECHANICAL ROOMA1-05WOMEN
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A1-04JANITORA1-03
MENS ROOMA1-02FAMILY RESTROOMA1-01EXISTING ITA1-14EXISTIN
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A1-15ELEVATOR 1A1-11MENS ROOMA1-17
WOME
N
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A1-18ELEVATOR ROOMA1-13
EXISTING MECHANICAL ROOMA1-19
EXISTING ITA1-20
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A1-16IT LABO
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A1-21IT OFF
I
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2
A1-24
IT OFFICE 1A1-23
OFFICEA1-37
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A1-33OPEN WORK AREAA1-35EXISTING OFFICEA1-47
BREAK ROOMA1-46EXISTING STORAGE ROOMA1-44 POD 1S1-01EXISTI
N
G
M
E
C
H
A
N
I
C
A
L
R
O
O
M
A1-45ALPHA STORAGEA1-43CORRID
O
R
A1-11JANIT
O
R A1-10FAMILY
R
E
S
T
R
O
O
M
A1-09WOMENS ROOMA1-08MENS
R
O
O
MA1-07
INBO
U
N
D
B
A
G
G
A
G
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C
L
A
I
M
A1-06POD 2S1-06POD 3S1-10
RESTROOMA1-48
RESTROOMA1-49
CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGG
A
G
E
C
L
A
I
M
3
FP1-03KITCHE
N
BC3-06CANOPY
2
B1-59CANOP
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1B1-58
LOADING DOCKLD-1 COOLERLD-3RESTROOMLD-2HVAC LD-4OFFICELD-6
RESTRO
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INTER
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LD-10
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CORRIDORLD-14
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SHOWERLD-12STORAG
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LD-17OFFICE B1-28OFFICEB1-20CORR
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D
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B1-16A
STORAGELD-9
NEW
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I
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G
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B1-07COVERED AREAA1-42CORRIDORS1-05CORRIDORS1-09
ELEVAT
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A1-12FAMILY RESTROOMB1-46
STORAGEB1-47CORR
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B1-51OFFICEB1-12EXISTIN
G
L
O
A
D
I
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B1-13ELEVA
T
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5
B1-14BAG RUNWAYB1-03
BAGG
A
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N
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L
O
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U
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B1-08ELEVAT
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FP2-23SCREENING EXPANSION 1ST FLOORFP1-0
1
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OFFIC
EA1-29
OFFICEA1-30 IT OFFICE 3A1-22
ELECTRICALS1-03 ITS1-04ITS1-08ITS1-11CORRIDORS1-09
BAGG
A
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A
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P
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A
B1-02CANOP
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A1-41RoomB1-00 CANOPY 3B1-60OFFICEB1-22STORAGEB1-40
OFFICE A1-38OFFICEA1-27
OFFICE A1-31OFFICEA1-32OPEN WORK AREAA1-26IT ROOMA1-5013'-0"OFFICES / IT ROOMBC3-05
FAMILY
R
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S
T
R
O
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BC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02STORAG
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BC3-0
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FIRE RISER ROOMFP-06MECHANICAL ROOMA1-51 FIRE RISERS1-04A
SECURITY EXITFIS-1
4
ITFIS-13EMERG
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FIS-12BAGGAGE CLAIMFIS-03
SAA STORAGEFIS-11ELECT
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I
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A
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B1-19A
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LD-22BAGGAGE CLAIM 1BAGGAGE CLAIM 2BAGGAGE CLAIM 3BAGGAGE CLAIM 4BAGGAGE CLAIM 5BAGGAGE CLAIM 65W2034W2033W2032W2031W2038W2031W2041W406PHASE 1BAGGAGE CLAIM 1-31W4011W503PHASE 2OUTBOUND1W5012W406PHASE 1LOADING DOCK/POLICE1W606PHASE 3BAGGAGE CLAIM 4-61W6011W4021W5021W602Table
Table
Table
Table
Table
Table
Table TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTY
BINSEMPTYBINSEMPTY
BINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
L3 ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE60" DIVEST TABLEBINSEMPTY
BINSEMPTY
BINSEMPTY
BINSEMPTY AT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
L3 ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
TDC/CAT
TDC/CAT
TDC/CATTDC/CAT
TDC/CAT
TDC/CAT
TDC/CATTDC/CAT
AVS
AVS
ETDBLS
AVSAVSETDBLS
ETDBLS
AVSETDBLSAVSAVS
AVS
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2LADA GATE WTMD
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3
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LADA GATE WTMD
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CEIA
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2
LADA GATE WTMDCEIA1
UP18"
TSA IT
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B2-07EXISTIN
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B2-01EXISTIN
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A2-03 EXISTING WOMENS ROOMA2-04
EXISTI
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A2-05KIDS P
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B2-12SECURITY OFFICEB2-08WOMENS
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B2-04MENS
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B2-05RECEPT
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B2-11PSRB2-15
PASSENGER WAITING AREAB2-13SECURITY EXITA2-08LOBBYA2-09
ELEVATOR 1A1-11
ELEVATOR 2A1-12EXISTING IT ROOMA2-10 CONCESSIONA2-07
ELEVATOR 3B1-48
ELEVATOR 4B1-49
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B2-14PENTHO
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B2-17CORR
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B2-18CORRID
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2
CONF
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FP2-03OFFICE FP2-04OFFIC
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FP2-05CONFERENCE ROOMFP2-06
OFFICEFP2-08
.
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FP2-07OFFICE FP2-09RECEP
T
I
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FP2-10RESTROOMFP2-12
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FP2-13REST
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FP2-14BREAK ROOMFP2-1
5
RESTRO
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FP2-16
Room FP2-17OFFICEFP2-1
8
OFFICEFP2-1
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FP2-20OFFIC
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FP2-21CANOPYFP2-22 ELEVATORFP2-23STAIRSFP1-04
SAA ITB2-09
JANITO
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B2-14SECURITY CHECKPOINT SCREENINGB2-12
OPPS DI
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B2-11ALOST
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D
B2-11B121'-1"ITB2-20 1W407PHASE 1SCREENING AREA2W4011W408PHASE 1GATES 11-162W4012W503PHASE 2OUTBOUND1W607PHASE 3INBOUND2W6011W608PHASE 3GATES 5-91W609PHASE 3SKYWAY2W4032W4042W5022W5011W6031W604PHASE 1CIRCULAR SIGNJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_10_GENERAL_Master Sheet Layout Plan - Phasing_W301.dwg Jul 12, 2017 - 12:29pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014MASTER SHEET LAYOUT PLAN - PHASINGORLANDO SANFORD INTERNATIONAL AIRPORTFIRST FLOOR KEY PLANNW3012N.T.S.SECOND FLOORMASTER SHEET LAYOUT PLAN - PHASING1N.T.S.FIRST FLOORMASTER SHEET LAYOUT PLAN - PHASINGCONFORMED SET484
PHASE 1 DEMOLITION SIGNAGE SCHEDULEID Tag PictureMessageFloor Height Width MountingHeightPhase Electric DemoD1-101Do Not Enter11'-6" 1'-6" 3'-0"1No NoD1-110(Up) - Baggage Claim 3Baggage Claim 1, 2ConcessionsRestrooms1 2'-4"8'-0" 10'-0"1Yes YesD1-111(Up) - Ground TransportationAll Rental CarsTaxiBuses/Shuttle12'-0" 6'-0" 10'-0"1Yes YesD1-112Information11'-6" 1'-6" 7'-0"1No NoD1-113Baggage Claim 111'-6" 1'-0" 7'-0"1No YesD1-114Baggage Claim 211'-6" 1'-0" 7'-0"1No YesD1-115Restrooms - Telephones10'-6" 2'-0" 8'-0"1No YesD1-200Terminal A DeparturesGates 1-5ConcessionsThe Royal Palm Lounge21-6" 5'-0" 7'-6"1?YesD1-201Restrooms21'-6" 2'-0" 7'-6"1No YesD1-202Restrooms21'-10" 0'-10"4'-4" 1No YesD1-203Gate 621'-10"2'-2"7-'6"1No YesD1-204Gate 621No YesD1-205Gate 622'-3" 0'-10" 4'-4"1No YesD1-206Gate 721'-10"2'-2"7-'6"1No YesD1-207Gate 722'-3" 0'-10"4'-4" 1No YesD1-20872 1No YesD1-209Terminal Exit/Baggage Claim21No YesD1-210Do Not Enter21NoYesD1-211Elevator21No YesD1-212Elevator To Ground LevelSpecial Needs AssistanceBaggage Claim21Yes YesD1-213Terminal Exit (Side 1)Baggage Claim (Side 1)All Gates (Side 2)Concessions (Side 2)21YesYesD1-220Gates 1-7 (Side 1)Concessions (Side 1)Terminal Exit (Side 2)Baggage Claim (Side 2)21YesYesD1-221Terminal ExitBaggage ClaimRestroomsGround Transportation21Yes YesD1-222Do Not Enter21No YesD1-223Restrooms21No YesD1-224Gate 721No YesD1-225Gate 1221No YesD1-2261221No YesD1-227111221No YesD1-2281121No YesD1-229Gate 1121'-10"2'-2"7-'6"1No YesD1-230Gate 821'-10"2'-2"7-'6"1No YesD1-231Gate 1021'-10"2'-2"7-'6"1No YesD1-232Gate 921'-10"2'-2"7-'6"1No YesD1-233821No YesD1-2348921No YesD1-235921No YesD1-X00Terminal A DeparturesAll Rental CarsPublic Parking11'-6" 1'-0" 7'-0"1YesYesD1-X01Taxi Arrow11'-0" 2'-0" 5'-0"1No YesD1-X02Handicapped Sign11'-0"1'-0" 7'-0"1No NoD1-X03Pedestrian Crossing12'-6" 2'-6" 6'-0"1No NoD1-X04Look Left For Oncoming Vehicles11'-6" 2'-0" 5'-0"1No NoD1-X05All Rental CarsWelcome CenterBuses/Shuttle11Yes YesD1-X06Airport Authority Administration11'-0" 1'-6" 4'-0"1No NoD1-X07Baggage Claim11'-0" 4'-0" 8'-0"1No YesID Tag PictureMessageFloor Height Width MountingHeightPhase Electric DemoPHASE 1 DEMOLITION SIGNAGE SCHEDULEID TagSign SideDirectionalArrowPictogram Message Floor Phase NotesT1-100 A LL416Baggage Claim 3Restrooms11T1-100 B FRF4161Baggage Claim 1-2RestroomsDepartures11T1-101 A F8Ground Transportation11T1-102B- 4Baggage Claim 311T1-103A-19Family Restroom11T1-104 A FFF486Baggage Claim 3Shuttle Buses/TaxisCar Rentals11T1-104 B FRFFF41,586Baggage Claim 1-2All Gates/TicketingShuttle Buses/TaxisCar Rentals11T1-105AFRL81414Shuttle Buses/Taxis/Car RentalsParking Garage A & Lot BParking Lots C & F11T1-106ALFRR4486Baggage Claim 1-2Baggage Claim 3Shuttle Buses/TaxisCar Rentals11T1-106BRFRF4161,5Baggage Claim 1-2RestroomsAll Gates Ticketing11T1-107 B -4Baggage Claim 211T1-108 B -4Baggage Claim 111T1-109A-19Family Restroom11T1-110ALR1718MensWomens11T1-111BL16Restrooms11T1-X00A FF610Car RentalsShuttle Buses11T1-X00BFF1,54All Gates/TicketingBaggage Claim 1-311T1-X01 AFF628Car RentalsWelcome Center11T1-X01BFF1,54All Gates/TicketingBaggage Claim 1-311T1-X02AFR46Baggage Claim 4-6Car Rentals/Welcome Center11T1-X02B FFL1,548DeparturesBaggage Claim 1-3Ground Transportation11T1-X03B-LL2014Do Not Enter/International ArrivalsDeparturesBaggage Claim 1-311T1-X04 A LL146Parking LotsCar Rentals11T1-X04 B RLLF4861Baggage Claim 1-3Shuttle Buses/TaxisCar RentalsDepartures11T1-X05ALLFF614148Car RentalsParking EastParking WestGround Transportation11T1-X05 B FL41Baggage Claim 1-3Departures11T1-X06BF4Baggage Claim 1-311T1-200AF1Gates 1-521T1-200 B F1Gates 10-1621T1-201AF1Gates 1-521T1-201BFFFL1416Gates 10-16Baggage Claim 1-3Restrooms21T1-202ARFF114Gate 10Gates 11-16Baggage Claim 1-321T1-202 B LF11Gate 10Gates 1-521T1-203A-1Gate 1021T1-204 A FL1Gates 1-5, 1021T1-204 B LL4-Baggage ClaimExit21T1-205 A FF4-Baggage ClaimExit21T1-205 B -20Do Not Enter2 1T1-206 A FFF148Gates 1-10Baggage ClaimGround Transportation21T1-206BFF116Gates 11-16Restrooms21T1-207A-17Mens21T1-208AR18Restrooms21T1-208 B L18Restrooms2 1T1-209 A -18Womens2 1T1-210A-1Gate 1121T1-210B-1Gate 1121T1-211A-1Gate 1621T1-211B -1Gate 1621T1-212 A-1Gate 1521T1-212B-1Gate 1521T1-213A-1Gate 1221T1-213B -1Gate 1221T1-214 A -1Gate 1321T1-214B-1Gate 1321T1-215A-1Gate 1421T1-215B-1Gate 1421T1-220 B FF11All GatesSecurity Checkpoint21T1-221B-20Do Not Enter21T1-222 B -13Elevator2 1T1-223 B L1All Gates21ID TagSign SideDirectionalArrowPictogram Message Floor Phase NotesPHASE 1 TEMPORARY SIGNAGE SCHEDULEPHASE 1 TEMPORARY SIGNAGE SCHEDULEJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_12_Phase 1 Demolition & Temporary Signage Schedule_W400.dwg Jul 12, 2017 - 12:29pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W400PHASE 1 DEMOLITION AND TEMPORARY SIGNAGE SCHEDULECONFORMED SET485
EXISTING BAREXISTING RESTAURANTEXISTING AREA N.I.C.DRIVEELECDEMOD1-X00DEMOD1-X01D1-X03D1-X02DEMODISPLAYSTOPD1-X04ELECEXITSTOPDEMODISPLAYSTOPSTOPD1-X06ELECDEMODISPLAYELECDEMOD1-X05ELECDEMOD1-111ELECDEMOD1-111D1-101ELECDEMODISPLAYD1-112ELECDEMODISPLAYDEMOD1-113DEMOD1-114ELECELECELECDEMOD1-110DEMODEMOD1-115ELECDEMODISPLAYELECDEMODISPLAYDEMOD1-X07ELECDEMODISPLAYELECDEMOD1-111ELECEXITELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYD1-X02BAGGAGE CLAIM 1BAGGAGE CLAIM 2BAGGAGE CLAIM 3A LA CARTE
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ELECEXITELECDEMOD1-220ELECDEMOD1-221DEMOD1-209ELECEXITELECDEMOD1-212DEMOD1-211ELECEXITELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYDEMOD1-200DEMOD1-223ELECDEMODISPLAYDEMOD1-225DEMOD1-229DEMOD1-224DEMOD1-230DEMOD1-2
33
DEMOD1-23
4
REMOVE NUMBERS"8" AND "9" ON TOPCORNERS OFDISPLAY MONUMENTBEHIND DESKDEMOD1-226DEMOD1-228DEMOD1-231DEMOD1-232DEMOD1-235REMOVE NUMBERS"11" AND "12" ON TOPCORNERS OFDISPLAY MONUMENTBEHIND DESKDEMOD1-227DEMOD1-201DEMOD1-202DEMOD1-203DEMOD1-204DEMOD1-206ELECDEMODISPLAYDEMOD1-205DEMOD1-207DEMOD1-208DEMOD1-210ELECDEMOD1-213ELECDEMODISPLAYELECDEMODISPLAYDEMOD1-222J:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_13 _Phase 1 Demolition Plans_W401.dwg Jul 12, 2017 - 12:29pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014PHASE 1 DEMOLITION PLANSW401ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANNSIGN DESIGNATIONELEC DESIGNATES IF SIGN ISPOWEREDDEMO DESIGNATES IF SIGN ISTO BE DEMOLISHED/REPLACEDREFER TO SHEETS W400, W500, AND W600 FOR DEMOLITION SCHEDULESELECDEMOXX-XXX11"=25'-0"BAGGAGE CLAIM 1-3PHASE 1 DEMOLITION PLAN21"=25'-0"SCREENING AREA & GATES 11-16PHASE 1 DEMOLITION PLANPHASE 1CONFORMED SET486
ROOMEXISTING JANITORB1-42EXISTING ELEVATOR ROOMB1-433CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGGAGE CLAIM 3FP1-03KITCHENBC3-06FAMILY RESTROOMB1-46ELEVATORFP2-23SCREENING EXPANSION 1ST FLOORFP1-01STAIRSFP1-04STORAGEB1-40OFFICES / IT ROOMBC3-05FAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02STORAGEBC3-01HVACBC3-07FIRE RISER ROOMFP-06EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03BAGGAGE CLAIM 1BAGGAGE CLAIM 2BAGGAGE CLAIM 3DeparturesBaggage Claim 1-3Ground TransportationBaggage Claim 4-6Car Rentals/ Welcome CenterBaggage Claim 1-3Shuttle Buses/ TaxisCar RentalsDeparturesParkingCar RentalsBaggage Claim 1-3DeparturesParking EastParking WestGround TransportationCar RentalsWelcome CenterAll Gates/ TicketingBaggage Claim 1-3Car RentalsShuttle BusesAll Gates/ TicketingBaggage Claim 1-3Do Not Enter/ International ArrivalsDeparturesBaggage Claim 1-3Baggage Claim 1-2All Gates/ TicketingShuttle Buses/ TaxisCar RentalsBaggage Claim 4-6Parking Lots C & FShuttle Buses/ TaxisCar RentalsBaggage Claim 1-2All Gates/ TicketingShuttle Buses/ TaxisCar RentalsBaggage Claim 3Shuttle Buses/ TaxisCar RentalsBaggage Claim 1-2RestroomsDeparturesBaggage Claim 3RestroomsBaggage Claim 1-2RestroomsAll Gates/ TicketingParking Garage A & Lot BBaggage Claim 1-2Baggage Claim 3Shuttle Buses/TaxisCar RentalsBaggage Claim 1-2RestroomsRestroomsBaggage Claim 1-2RestroomsBaggage Claim 2Baggage Claim 3Baggage Claim 1RestroomsMenWomenFamilyRestroomFamilyRestroomll Gates/ Ticketingarking Garage Aarking Lot BShuttle Buses/ TaxisCar RentalsAll Gates/ TicketingDepartures/ All GatesTicketing/ Check InBaggage Claim 1-2Baggage Claim 1-2RestroomsAll Gates/ TicketingBaggage Claim 1-2Baggage Claim 3Shuttle Buses/ TaxisCar RentalsShuttles/ Taxis/ Car RentalsParking Garage A & Lot BParking Lots C & FGround TransportationABT1-X02ABT1-X04ABT1-X05ABT1-X01ABT1-X00BT1-X03AT2-X00ABT1-104ABT1-100BT2-100BT2-101BT2-102BT1-107BT1-102BT1-108BT1-111BT1-110AT1-103AT1-103ABT2-X02BT2-X01ABT1-106AT1-105AT1-101evatorFamily RestroomAT1-109BT2-105All GatesTicketed Passengers OnlyAT2-104Baggage Claim 1BT1-108BT1-X06Baggage Claim 1-3DeparturesBT1-X06Baggage Claim 1-3DeparturesJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_14_Phase 1 Temp Signage - Baggage Claim 1-3_W402.dwg Jul 12, 2017 - 12:29pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014PHASE 1 TEMPORARY SIGNAGE PLAN - BAGGAGE CLAIM 1-3W402ORLANDO SANFORD INTERNATIONAL AIRPORTFIRST FLOOR KEY PLANNABXX-XXXXSIGN ID# - REFER TOCORRESPONDING NUMBERLISTED IN SIGN SCHEDULEA = AIRSIDEL = LANDSIDEX = EXTERIOR1 = 1ST FLOOR2 = 2ND FLOORA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEELECTRONIC DISPLAYSBD - BAGGAGE DISPLAYFID - FLIGHT INFORMATION DISPLAYGD - GATE DISPLAYREFER TO SHEETS W402, W502, AND W602 FOR SIGNAGE SCHEDULESPHASE 1 TEMP SIGNAGE PLANW40211/16"=1'-0"BAGGAGE CLAIM 1-3BAGGAGECLAIM 1-3CONFORMED SET487
TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXITTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSETDBLSAVSAVSETDBLSETDBLSAVSETDBLSAVSAVSAVSETDBLS2LADA GATEWTMDCEIA1
2ETDETDETDETD
LL43L43L3L32LADA GATEWTMDCEIA1 2LADA GATEWTMDCEIA1 2LADA GATEWTMDCEIA1
TSA IT CABINETB2-07EXISTING MECHANICAL ROOMB2-01SECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08WOMENS ROOMB2-04MENS ROOMB2-05RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PSRB2-15AITING AREA3ELEVATOR 3B1-48ELEVATOR 4B1-49EXPANDED SCREENING AREAB2-14PENTHOUSEB2-16BAGGAGE CLAIM ROOFB2-17CORRIDORB2-18CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-03OFFICEFP2-04OFFICEFP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-07OFFICEFP2-09RECEPTIONFP2-10RESTROOMFP2-12ELECTRICALFP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTROOMFP2-16RoomFP2-17OFFICEFP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-22ELEVATORFP2-23STAIRSFP1-04SAA ITB2-09JANITORB2-06EXPANDED SCREENING AREAB2-14SECURITY CHECKPOINT SCREENINGB2-12OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11B121'-1"BA2-115ABA2-113ABA2-107BL2-120AL2-100BA2-101BA2-101ABA2-100Gates 10-16Gates 1-9Gates 10-16EmergencyExitEmergencyExit OnlyGates 1-9EmergencyExitEmergencyExitGates 1-9Gates 10-16ABA2-110(restroomblade sign)Gates 1-9Gates 10-16Baggage Claim 1-3RestroomsGate 10Gates 11-16Baggage Claim 1-3Gate 10Gates 1-9Baggage Claim 4-6All GatesAll GatesSecurity CheckpointMensWomensAA2-111AA2-112Gate 10ABA2-114Gate 10BA1-102 (FID KioskDirectory/ Map)FIBA1-102 (FID KioskDirectory/ Map)FIBL2-110Do Not EnterElevatorAL2-115WomensAA2-109MensAA2-108TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXITTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSETDBLSAVSAVSETDBLSETDBLSAVSETDBLSAVSAVSAVSETDBLS2LADA GATEWTMDCEIA1
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LL43L43L3L32LADA GATEWTMDCEIA1 2LADA GATEWTMDCEIA1 2LADA GATEWTMDCEIA1
TSA IT CABINETB2-07EXISTING MECHANICAL ROOMB2-01SECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08WOMENS ROOMB2-04MENS ROOMB2-05RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PSRB2-15AITING AREA3ELEVATOR 3B1-48ELEVATOR 4B1-49EXPANDED SCREENING AREAB2-14PENTHOUSEB2-16BAGGAGE CLAIM ROOFB2-17CORRIDORB2-18CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-03OFFICEFP2-04OFFICEFP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-07OFFICEFP2-09RECEPTIONFP2-10RESTROOMFP2-12ELECTRICALFP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTROOMFP2-16RoomFP2-17OFFICEFP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-22ELEVATORFP2-23STAIRSFP1-04SAA ITB2-09JANITORB2-06EXPANDED SCREENING AREAB2-14SECURITY CHECKPOINT SCREENINGB2-12OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11B121'-1"W403ORLANDO SANFORD INTERNATIONAL AIRPORTSECOND FLOOR KEY PLANNJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_15_Phase 1 Temp Signage - Screening Area_W403.dwg Jul 12, 2017 - 12:29pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014ABXX-XXXXSIGN ID# - REFER TOCORRESPONDING NUMBERLISTED IN SIGN SCHEDULEA = AIRSIDEL = LANDSIDEX = EXTERIOR1 = 1ST FLOOR2 = 2ND FLOORA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEELECTRONIC DISPLAYSBD - BAGGAGE DISPLAYFID - FLIGHT INFORMATION DISPLAYGD - GATE DISPLAYREFER TO SHEETS W402, W502, AND W602 FOR SIGNAGE SCHEDULESPHASE 1 TEMPORARY SIGNAGE PLAN - SCREENING AREA1SCALE: 1/16" = 1'-0"SCREENING AREAPHASE 1 TEMP SIGNAGE PLANSCREENINGAREACONFORMED SET488
TableTableTableTable
Table Table
TableUPPASSENGER WAITING ARB2-13ITB2-20Gates 11-16(Formerly Gates 7-12)ABXX-XXXGates 5-10(Formerly Gates 1-6)BT1-210BT1-213A
T1-211A
T1-212ABT1-206ABT1-205Baggage ClaimExitABT1-204Gates 1-5, 10Baggage ClaimExitGates 11-16RestroomsGates 1-5, 10Baggage ClaimGround TransportationABT1-210Gate 11Gate 11Gate 11ABT1-213Gate 12Gate 12Gate 12ABT1-214Gate 13Gate 13BT1-214Gate 13ABT1-215Gate 14Gate 14Gate 14ABT1-212Gate 15Gate 15Gate 15Gate 16ABT1-211Gate 16Gate 16ABT1-208RestroomsWomensAT1-209MensAT1-207BT1-215Do Not EnterW404ORLANDO SANFORD INTERNATIONAL AIRPORTSECOND FLOOR KEY PLANNJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_16_Phase 1 Temp Signage - Gates 11-16_W404.dwg Jul 12, 2017 - 12:29pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014ABXX-XXXXSIGN ID# - REFER TOCORRESPONDING NUMBERLISTED IN SIGN SCHEDULEA = AIRSIDEL = LANDSIDEX = EXTERIOR1 = 1ST FLOOR2 = 2ND FLOORA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEELECTRONIC DISPLAYSBD - BAGGAGE DISPLAYFID - FLIGHT INFORMATION DISPLAYGD - GATE DISPLAYREFER TO SHEETS W402, W502, AND W602 FOR SIGNAGE SCHEDULESPHASE 1 TEMPORARY SIGNAGE PLAN - GATES 11-161SCALE: 1/16" = 1'-0"GATES 11-16PHASE 1 TEMP SIGNAGE PLANGATES11-16CONFORMED SET489
PHASE 1 NEW SIGNAGE SCHEDULEPHASE 1 NEW SIGNAGE SCHEDULEA2-100AF1Gates 1-9AW201-17'-4" MIN21AmbientA2-100BF1Gates 10-16AW201-17'-4" MIN21AmbientA2-101 B RL11Gates 1-9Gates 10-16AW201-1 7'-4" MIN 2 1AmbientA2-107AF1Gates 1-9AW201-17'-4" MIN21AmbientA2-107BFFFL1416Gates 10-16Baggage Claim 1-3RestroomsAW201-17'-4" MIN21AmbientA2-108 A -17MensCW201-4 4'-0" MIN 2 1AmbientA2-109A-18WomensCW201-4 4'-0" MIN 2 1AmbientA2-110AR16Restrooms (Blade Sign)BW201-3 7'-0" MIN 2 1AmbientA2-110 B L16Restrooms (Blade Sign)BW201-3 7'-0" MIN 2 1AmbientA2-111 A -17MensCW201-4 4'-0" MIN 2 1AmbientA2-112A-18WomensCW201-4 4'-0" MIN 2 1AmbientA2-113ARFF114Gate 10Gates 11-16Baggage Claim 1-3AW201-17'-4" MIN21AmbientA2-113BLFF114Gate 10Gates 1-9Baggage Claim 4-6AW201-17'-4" MIN21AmbientA2-114A L1Gate 10BW201-3 7'-0" MIN21AmbientA2-114 B R1Gate 10BW201-3 7'-0" MIN 2 1AmbientA2-115AF1Gate 10AW201-17'-4" MIN21AmbientA2-119AFL1Gates 1-10AW201-17'-4" MIN21AmbientA2-119BLL4-Baggage ClaimExitAW201-17'-4" MIN21AmbientA2-120AFF4-Baggage ClaimExitAW201-17'-4" MIN21AmbientA2-120B-20Do Not EnterAW201-17'-4" MIN21AmbientA2-125 A --(Directory/Map)DW202-1 -2 1See TypePoweredA2-125 B --(FID Kiosk)DW202-1 -2 1See TypePoweredA2-130AFFF148Gates 1-10Baggage ClaimGround TransportationAW201-17'-4" MIN21AmbientA2-130BFF116Gates 11-16RestroomsAW201-17'-4" MIN21AmbientA2-135AL17Mens (RR Blade Sign)BW201-37'-0" MIN 2 1AmbientA2-135 BL17Mens (RR Blade Sign)BW201-3 7'-0" MIN 2 1AmbientA2-136 A -17MensCW201-4 4'-0" MIN 2 1AmbientA2-137AL18Womens (RR Blade)BW201-3 7'-0" MIN 2 1AmbientA2-137BL18Womens (RR Blade)BW201-3 7'-0" MIN 2 1AmbientA2-138A-18WomensCW201-4 4'-0" MIN 2 1AmbientA2-139 A R1Gate 11BW201-3 7'-0" MIN 2 1AmbientA2-139 B R1Gate 11BW201-3 7'-0" MIN 2 1AmbientA2-140BF1Gate 11AW201-17'-4" MIN21AmbientA2-145AR1Gate 16BW201-3 7'-0" MIN 2 1AmbientA2-145 B L1Gate 16BW201-3 7'-0" MIN 2 1AmbientA2-146 A R1Gate 15BW201-3 7'-0" MIN 2 1AmbientA2-146BL1Gate 15BW201-3 7'-0" MIN 2 1AmbientA2-147AF1Gate 16AW201-17'-4" MIN21AmbientA2-148AF1Gate 15AW201-17'-4" MIN21AmbientA2-149 A DL1Gate 12BW201-3 7'-0" MIN 2 1AmbientA2-149 B FR1Gate 12BW201-3 7'-0" MIN 2 1AmbientA2-150ADR1Gate 14BW201-3 7'-0" MIN 2 1AmbientA2-150BFL1Gate 14BW201-37'-0" MIN 2 1AmbientA2-151ADL1Gate 13BW201-3 7'-0" MIN 2 1AmbientA2-151 B FR1Gate 13BW201-3 7'-0" MIN 2 1AmbientA2-152BF1Gate 14AW201-17'-4" MIN21AmbientA2-153BF1Gate 13AW201-17'-4" MIN21AmbientA2-154BF1Gate 12AW201-17'-4" MIN21AmbientL1-031 A FF84Ground TransportationBaggage Claim 4-6AW201-1 7'-4" MIN 1 1AmbientL1-032ALRL4416Baggage Claim 3Baggage Calim 4-6RestroomsAW201-17'-4" MIN11AmbientL1-032 B FRF4161Baggage Claim 1-2RestroomsDeparturesAW201-1 7'-4" MIN 1 1AmbientL1-033 B -4Baggage Claim 3C.1W201-5?1 1AmbientL1-034A-19Family RestroomCW201-4 4'-0" MIN 1 1AmbientL1-035AL16Restrooms (Blade Sign)BW201-3 7'-0" MIN 1 1AmbientL1-035BR16Restrooms (Blade Sign)BW201-3 7'-0" MIN 1 1AmbientOptionalL1-036 A -19Family RestroomCW201-4 4'-0" MIN 1 1AmbientOptionalL1-037 A --(Directory/Map)DW202-1 -1 1See typePoweredL1-037B--(FID Kiosk)DW202-1-11See typePoweredL1-039AFFF486Baggage Claim 3-6Shuttle Buses/TaxisCar RentalsAW201-17'-4" MIN11AmbientOptionalL1-039BFRFFF41,586Baggage Claim 1-2All Gates/TicketingShuttle Buses/TaxisCar RentalsAW201-17'-4" MIN11AmbientL1-045AFLL8414Shuttle Buses/Taxis/Car RentalsBaggage Claim 4-6Parking Lots C & FAW201-17'-4" MIN11AmbientL1-046AFR814Shuttle Buses/Taxis/Car RentalsParking Garage A & Lot BAW201-17'-4" MIN11AmbientL1-048ALFRR4486Baggage Claim 1-2Baggage Claim 3-6Shuttle Buses/TaxisCar RentalsAW201-17'-4" MIN11AmbientL1-048BRFRF4161,5Baggage Claim 1-2RestroomsAll Gates TicketingAW201-17'-4" MIN11AmbientL1-050A FLFRR4486Baggage Claim 1-2Baggage Claim 3-6Shuttle Buses/TaxisCar RentalsAW201-1 7'-4" MIN11AmbientL1-050BRRFF4161,516Baggage Claim 1-2RestroomsAll Gates/TicketingParking Garage A & Lot BAW201-17'-4" MIN11AmbientL1-055A- -(FID Kiosk)DW202-1-11See typePoweredL1-055B- -(Directory/Map)DW202-1-11See typePoweredL1-056 A FLL416Baggage Claim 1-2RestroomsAW201-1 7'-4" MIN 1 1AmbientL1-056 B R16RestroomsAW201-1 7'-4" MIN 1 1AmbientL1-057 B -4Baggage Claim 2C.1W201-5?1 1AmbientL1-058A- 4Baggage Claim 2C.1W201-5?11AmbientL1-059A- 4Baggage Claim 1C.1W201-5?11AmbientL1-059B- 4Baggage Claim 1C.1W201-5?11AmbientL1-060 A -4Baggage Claim 1C.1W201-5?1 1AmbientL1-060 B -4Baggage Claim 1C.1W201-5?1 1AmbientL1-062A-19Family RestroomCW201-4 4'-0" MIN 1 1AmbientL1-063A-18WomensCW201-44'-0" MIN 1 1AmbientL1-064A-18WomensCW201-4 4'-0" MIN 1 1AmbientL1-065 A R16Restrooms (Blade Sign)BW201-3 7'-0" MIN 1 1AmbientL1-065BL16Restrooms (Blade Sign)BW201-3 7'-0" MIN 1 1AmbientL1-066A-17MensCW201-4 4'-0" MIN 1 1AmbientL1-067A-17MensCW201-4 4'-0" MIN 1 1AmbientL1-068 B FRF416Baggage Claim 1-2RestroomsAW201-1 7'-4" MIN 1 1AmbientL1-070 B F-1-All GatesTicketed Passengers OnlyIW205-1 10'-0" 1 1AmbientL1-071BF-1-All GatesTicketed Passengers OnlyIW205-1 10'-0" 1 1AmbientL1-072 B F-1-All GatesTicketed Passengers OnlyIW205-1 10'-0" 1 1AmbientL1-073 A LF48Bagage ClaimShuttle Buses & TaxisIW205-3 10'-0" 1 1AmbientL1-074ALF48Car RentalsParking Lots C & FIW205-4 10'-0" 1 1AmbientL1-075AF14Parking Garage A& Lot BIW205-5 10'-0" 1 1AmbientL1-076 B F13ElevatorIW205-2 10'-0" 1 1AmbientL1-077BF13ElevatorIW205-2 10'-0" 1 1AmbientL2-100AFF11All GatesSecurity CheckpointAW201-17'-4" MIN21AmbientL2-110B-20Do Not EnterAW201-17'-4" MIN21AmbientL2-115B-13ElevatorAW201-17'-4" MIN21AmbientL2-120BR1All GatesAW201-17'-4" MIN21AmbientX1-020 A FF610Car RentalsShuttle BusesFW202-37'-4" MIN1 1Internally Lit PoweredX1-020BFFF1,544All Gates/TicketingBaggage Claim 1-3Baggage Claim 4-6FW202-37'-4" MIN11Internally Lit PoweredX1-021AFF628Car RentalsWelcome CenterFW202-37'-4" MIN11Internally Lit PoweredX1-021BFFF1,544All Gates/TicketingBaggage Claim 1-3Baggage Claim 4-6FW202-37'-4" MIN11Internally Lit PoweredX1-022AFR46Baggage Claim 4-6Car Rentals/Welcome CenterFW202-37'-4" MIN11Internally Lit PoweredX1-022 B FFL1,548DeparturesBaggage Claim 1-3Ground TransportationFW202-3 7'-4" MIN 1 1Internally Lit PoweredX1-023 B -LLR20144Do Not Enter/International ArrivalsDeparturesBaggage Claim 1-3Baggage Claim 4-6FW202-3 7'-4" MIN 11Internally LitPoweredX1-026 A FLL4146Baggage Claim 4-6Parking LotsCar RentalsFW202-3 7'-4" MIN 1 1Internally Lit PoweredX1-026 B RLLF4861Baggage Claim 1-3Shuttle Buses/TaxisCar RentalsDeparturesFW202-3 7'-4" MIN 1 1Internally Lit PoweredX1-027ALLFF614148Car RentalsParking EastParking WestGround TransportationFW202-37'-4" MIN11Internally Lit PoweredX1-027 B FRL441Baggage Claim 1-3Baggage Claim 4-6DeparturesFW202-3 7'-4" MIN 1 1Internally Lit PoweredX1-028BF 4Baggage Claim 1-3HW203-7 4'-0" MIN 1 1NoneX1-029BF 4Baggage Claim 1-3HW203-7 4'-0" MIN 1 1NoneX1-055 B --Police-?11ChannelPoweredX1-056 B FFF252726PoliceBadging OfficerShipping/RecievingFW202-3 7'-4" MIN 1 1Internally Lit PoweredX1-057A-25PoliceCW201-4 4'-0" MIN 1 1AmbientX1-058B-25PoliceCW201-4 4'-0" MIN 1 1AmbientX1-059 B -27Badging OfficeCW201-4 4'-0" MIN 1 1AmbientX1-060 B -26Shipping/ReceivingCW201-44'-0" MIN 1 1AmbientID TagSign SideDirectionalArrowPictogram MessageSignTypeDrawingDetail #MountingHeightFloor Phase Lighting NotesID TagSign SideDirectionalArrowPictogram MessageSignTypeDrawingDetail #MountingHeightFloor Phase Lighting NotesJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_17_Phase 1 New Signage Schedule_W405.dwg Jul 12, 2017 - 12:29pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W405PHASE 1 NEW SIGNAGE SCHEDULECONFORMED SET490
ROOMEXISTING JANITORB1-42EXISTING ELEVATOR ROOMB1-433CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGGAGE CLAIM 3FP1-03KITCHENBC3-06FAMILY RESTROOMB1-46ELEVATORFP2-23SCREENING EXPANSION 1ST FLOORFP1-01STAIRSFP1-04STORAGEB1-40OFFICES / IT ROOMBC3-05FAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02STORAGEBC3-01HVACBC3-07FIRE RISER ROOMFP-06EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03BAGGAGE CLAIM 1BAGGAGE CLAIM 2BAGGAGE CLAIM 3DeparturesBaggage Claim 1-3Ground TransportationBaggage Claim 4-6Car Rentals/ Welcome CenterBaggage Claim 1-3Shuttle Buses/ TaxisCar RentalsDeparturesBaggage Claim 4-6ParkingCar RentalsBaggage Claim 1-3Baggage Claim 4-6DeparturesParking EastParking WestGround TransportationCar RentalsWelcome CenterAll Gates/ TicketingBaggage Claim 1-3Baggage Claim 4-6Car RentalsShuttle BusesAll Gates/ TicketingBaggage Claim 1-3Baggage Claim 4-6Do Not Enter/ International ArrivalsDeparturesBaggage Claim 1-3Baggage Claim 4-6Baggage Claim 1-2All Gates/ TicketingShuttle Buses/ TaxisCar RentalsBaggage Claim 4-6Parking Lots C & FShuttle Buses/ TaxisCar RentalsBaggageClaim 1-3BaggageClaim 1-3Baggage Claim 1-2All Gates/ TicketingShuttle Buses/ TaxisCar RentalsBaggage Claim 3-6Shuttle Buses/ TaxisCar RentalsBaggage Claim 1-2RestroomsDeparturesBaggage Claim 3Baggage Claim 4-6RestroomsBaggage Claim 1-2RestroomsAll Gates/ TicketingParking Garage A & Lot BBaggage Claim 1-2Baggage Claim 3-6Shuttle Buses/TaxisCar RentalsBaggage Claim 1-2RestroomsRestroomsBaggage Claim 1-2RestroomsBaggage Claim 2Baggage Claim 2Baggage Claim 3Baggage Claim 1Baggage Claim 1(restroomblade sign)MensWomens(restroomblade sign)FamilyRestroomFamilyRestroomAll Gatesd Passengers OnlyBaggage ClaimShuttle Buses & Taxisll Gates/ Ticketingarking Garage Aarking Lot BFIBDBDBDShuttle Buses/ TaxisCar RentalsAll Gates/ TicketingDepartures/ All GatesTicketing/ Check InBaggage Claim 1-2 (FID Kiosk)(Directory/ Map)Baggage Claim 1-2RestroomsAll Gates/ TicketingBaggage Claim 1-2Baggage Claim 3-6Shuttle Buses/ TaxisCar Rentals (FID Kiosk)(Directory/ Map)Shuttles/ Taxis/ Car RentalsParking Garage A & Lot BShuttles/ Taxis/ Car RentalsBaggage Claim 4-6Parking Lots C & FGround TransportationBaggage Claim 4-6ABX1-022ABX1-026ABX1-027ABX1-021ABX1-020BX1-023ABX1-035BX1-028BX1-029ABL1-039ABL1-032ABL1-050ABL1-056BL1-068BL1-057AL1-058BL1-033ABL1-060ABL1-059ABL1-065AA2-064MensAL1-066AL1-067AL1-063ABL1-035AL1-036AL1-034BL1-070073ABX1-038BX1-037ABL1-055ABL1-048ABL1-037AL1-046AL1-045AL1-0313W2044W204BL1-076ElevatorFamily RestroomAL1-062AL1-061Oversized BagsRefer to AVCOM sheetTN400 Detail 4Refer to AVCOM sheetTN400 Detail 4REF.DWLOADING DOCKLD-1COOLERLD-3RESTROOMLD-2HVACLD-4OFFICELD-6RESTROOMLD-7STORAGELD-9BADGINGLD-5INTERVIEWLD-10HVACLD-11RECEPTIONLD-8OFFICELD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14ARMSLD-15ITLD-16RESTROOMLD-13SHOWERLD-12STORAGELD-17STORAGELD-9FIRE RISER ROOMLD-22PoliceBadging OfficeShipping/ RecievingShipping/ RecievingBadging OfficePoliceBX1-056BX1-060BX1-059BX1-058J:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_18_Phase 1 New Signage - Baggage Claim 1-3_W406.dwg Jul 12, 2017 - 12:30pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014PHASE 1 NEW SIGNAGE PLAN - BAGGAGE CLAIM 1-3W406ORLANDO SANFORD INTERNATIONAL AIRPORTFIRST FLOOR KEY PLANNABXX-XXXXSIGN ID# - REFER TOCORRESPONDING NUMBERLISTED IN SIGN SCHEDULEA = AIRSIDEL = LANDSIDEX = EXTERIOR1 = 1ST FLOOR2 = 2ND FLOORA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEELECTRONIC DISPLAYSBD - BAGGAGE DISPLAYFID - FLIGHT INFORMATION DISPLAYGD - GATE DISPLAYREFER TO SHEETS W402, W502, AND W602 FOR SIGNAGE SCHEDULES1SCALE: 1/16" = 1'-0"BAGGAGE CLAIM 1-3PHASE 1 NEW SIGNAGE PLAN2SCALE: 1/16" = 1'-0"LOADING DOCK/POLICEPHASE 1 NEW SIGNAGE PLANLOADINGDOCKBAGGAGECLAIM 1-3CONFORMED SET491
TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXITTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSETDBLSAVSAVSETDBLSETDBLSAVSETDBLSAVSAVSAVSETDBLS2LADA GATEWTMDCEIA1
2ETDETDETDETD
LL43L43L3L32LADA GATEWTMDCEIA1 2LADA GATEWTMDCEIA1 2LADA GATEWTMDCEIA1
TSA IT CABINETB2-07EXISTING MECHANICAL ROOMB2-01SECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08WOMENS ROOMB2-04MENS ROOMB2-05RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PSRB2-15AITING AREA3ELEVATOR 3B1-48ELEVATOR 4B1-49EXPANDED SCREENING AREAB2-14PENTHOUSEB2-16BAGGAGE CLAIM ROOFB2-17CORRIDORB2-18CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-03OFFICEFP2-04OFFICEFP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-07OFFICEFP2-09RECEPTIONFP2-10RESTROOMFP2-12ELECTRICALFP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTROOMFP2-16RoomFP2-17OFFICEFP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-22ELEVATORFP2-23STAIRSFP1-04SAA ITB2-09JANITORB2-06EXPANDED SCREENING AREAB2-14SECURITY CHECKPOINT SCREENINGB2-12OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11B121'-1"BA2-115ABA2-113ABA2-107BL2-120AL2-100BA2-101BA2-101ABA2-100Gates 10-16Gates 1-9Gates 10-16EmergencyExitEmergencyExit OnlyGates 1-9EmergencyExitEmergencyExitGates 1-9Gates 10-16ABA2-110(restroomblade sign)Gates 1-9Gates 10-16Baggage Claim 1-3RestroomsGate 10Gates 11-16Baggage Claim 1-3Gate 10Gates 1-9Baggage Claim 4-6All GatesAll GatesSecurity CheckpointMensWomensAA2-111AA2-112Gate 10ABA2-114Gate 10BA1-102 (FID KioskDirectory/ Map)FIBA1-102 (FID KioskDirectory/ Map)FIBL2-110Do Not EnterElevatorAL2-115WomensAA2-109MensAA2-108TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXITTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATTDC/CATAVSAVSETDBLSAVSAVSETDBLSETDBLSAVSETDBLSAVSAVSAVSETDBLS2LADA GATEWTMDCEIA1
2ETDETDETDETD
LL43L43L3L32LADA GATEWTMDCEIA1 2LADA GATEWTMDCEIA1 2LADA GATEWTMDCEIA1
TSA IT CABINETB2-07EXISTING MECHANICAL ROOMB2-01SECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08WOMENS ROOMB2-04MENS ROOMB2-05RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PSRB2-15AITING AREA3ELEVATOR 3B1-48ELEVATOR 4B1-49EXPANDED SCREENING AREAB2-14PENTHOUSEB2-16BAGGAGE CLAIM ROOFB2-17CORRIDORB2-18CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-03OFFICEFP2-04OFFICEFP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-07OFFICEFP2-09RECEPTIONFP2-10RESTROOMFP2-12ELECTRICALFP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTROOMFP2-16RoomFP2-17OFFICEFP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-22ELEVATORFP2-23STAIRSFP1-04SAA ITB2-09JANITORB2-06EXPANDED SCREENING AREAB2-14SECURITY CHECKPOINT SCREENINGB2-12OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11B121'-1"W407ORLANDO SANFORD INTERNATIONAL AIRPORTSECOND FLOOR KEY PLANNJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_19_Phase 1 New Signage - Screening Area_W407.dwg Jul 12, 2017 - 12:30pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014ABXX-XXXXSIGN ID# - REFER TOCORRESPONDING NUMBERLISTED IN SIGN SCHEDULEA = AIRSIDEL = LANDSIDEX = EXTERIOR1 = 1ST FLOOR2 = 2ND FLOORA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEELECTRONIC DISPLAYSBD - BAGGAGE DISPLAYFID - FLIGHT INFORMATION DISPLAYGD - GATE DISPLAYREFER TO SHEETS W402, W502, AND W602 FOR SIGNAGE SCHEDULESPHASE 1 NEW SIGNAGE PLAN - SCREENING AREA1SCALE: 1/16" = 1'-0"SCREENING AREAPHASE 1 NEW SIGNAGE PLANSCREENINGAREACONFORMED SET492
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TableUPPASSENGER WAITING ARB2-13ITB2-20FIBA2-140BA2-154A
A2-147A
A2-148ABA2-130ABA2-120Baggage ClaimExitABA2-119Gates 1-10Baggage ClaimExitGates 11-16RestroomsGates 1-10Baggage ClaimGround TransportationABA2-139Gate 11Gate 11Gate 11ABA2-149Gate 12Gate 12Gate 12ABA2-151Gate 13Gate 13BA2-153Gate 13ABA2-150Gate 14Gate 14Gate 14EmergencyExit OnlyEmergencyExit OnlyABA2-146Gate 15Gate 15Gate 15Gate 16ABA2-145Gate 16Gate 16ABA2-137(restroomblade signWomens)WomensAA2-138ABA2-135(restroomblade signMens)MensAA2-136ABA2-125 (FID Kiosk)(Directory/ Map)BA2-152Do Not EnterTableTableTableTable
Table Table
TableUPPASSENGER WAITING ARB2-13ITB2-20W408ORLANDO SANFORD INTERNATIONAL AIRPORTSECOND FLOOR KEY PLANNJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_20_Phase 1 New Signage - Gates 11-16_W408.dwg Jul 12, 2017 - 12:30pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014ABXX-XXXXSIGN ID# - REFER TOCORRESPONDING NUMBERLISTED IN SIGN SCHEDULEA = AIRSIDEL = LANDSIDEX = EXTERIOR1 = 1ST FLOOR2 = 2ND FLOORA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEELECTRONIC DISPLAYSBD - BAGGAGE DISPLAYFID - FLIGHT INFORMATION DISPLAYGD - GATE DISPLAYREFER TO SHEETS W402, W502, AND W602 FOR SIGNAGE SCHEDULESPHASE 1 NEW SIGNAGE PLAN - GATES 11-161SCALE: 1/16" = 1'-0"GATES 11-16PHASE 1 NEW SIGNAGE PLANGATES11-16CONFORMED SET493
CONFORMED SET494
CONFORMED SET495
CONFORMED SET496
CONFORMED SET497
CONFORMED SET498
CONFORMED SET499
CONFORMED SET500
CONFORMED SET501
CONFORMED SET502
CONFORMED SET503
CONFORMED SET504
CONFORMED SET505
CONFORMED SET506
CONFORMED SET507
CONFORMED SET508
CONFORMED SET509
CONFORMED SET510
CONFORMED SET511