HomeMy WebLinkAbout01_PHASE 3 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 3DESIGNERS 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.1CONFORMED SET
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.rvt10/2/2017 1:27:57 PMG101PROJECT 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 31200 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, 20172CONFORMED SET
GENERALCOVER SHEETG100PROJECT INFORMATIONG101INDEX OF DRAWINGS - GENERALG102CGENERAL INFORMATIONG105GENERAL NOTES & PROJECT FINISHESG106AIRPORT SAFETY AND SECURITY NOTESG107EXISTING SYSTEMS CENTERSG108AREA OF WORK / PHASING PLAN - 1ST FLOORG109AREA OF WORK / PHASING PLAN - 2ND FLOORG110ADA SPECIFICATIONSG111SHEET 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 YARDINDEX OF DRAWINGS - PHASE 3G104INDEX OF DRAWINGS - PHASE 3G104.1INDEX OF DRAWINGS - PHASE 3G104.208-11-1708-25-1709-06-1709-26-17INDEX OF DRAWINGS - PHASE 3G104.309-28-17XXXX500 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.rvt10/3/2017 2:57:13 PMG102CPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - GENERAL07-14-2017S12014REVISIONS# DATEDESCRIPTIONBY3CONFORMED SET
ENLARGED PLANS - RESTROOMS - INBOUND - 1ST FLOOR3-IB-A401ENLARGED PLAN - RESTROOM - INBOUND - 2ND FLOOR3-IB-A403ENLARGED PLAN - OFFICES - INBOUND - 1ST FLOOR3-IB-A404ENLARGED PLANS AND DETAILS - REAR CANOPY - INBOUND3-IB-A405KEY PLAN - INBOUND - 1ST FLOOR3-IB-A601DOOR SCHEDULE - INBOUND - 1ST FLOOR3-IB-A602KEY PLAN AND DOOR SCHEDULE - INBOUND - 2ND FLOOR3-IB-A603WINDOW SCHEDULE AND KEY PLAN - INBOUND3-IB-A604FINISH PLAN - INBOUND - 1ST FLOOR3-IB-A701FINISH PLAN - INBOUND - 2ND FLOOR3-IB-A702FINISH SCHEDULE - INBOUND3-IB-A703INTERIOR ELEVATIONS - RESTROOMS - INBOUND3-IB-A7113-IB-A7123-IB-A713FLOOR PLAN - SKYWALK - 1ST FLOOR3-SW-A101FLOOR PLAN - SKYWALK - 2ND FLOOR3-SW-A102REFLECTED CEILING PLAN - SKYWALK - 1ST FLOOR3-SW-A103REFLECTED CEILING PLAN - SKYWALK - 2ND FLOOR3-SW-A104ROOF PLAN - SKYWALK3-SW-A1053-SW-A201EXTERIOR ELEVATIONS - SKYWALK3-SW-A202 EXTERIOR ELEVATIONS - SKYWALKENLARGED PLANS - RESTROOM AND MOTHERS ROOM - INBOUND -2ND FLOOR3-IB-A402ENLARGED PLANS - EXTERIOR STAIRS AND PLAY ROOM - INBOUND -2ND FLOOR3-IB-A406ENLARGED PLAN AND INTERIOR ELEVATIONS - SECURITY EXIT -INBOUND3-IB-A407EXISTING CONDITIONS (1 OF 2)3-C301EXISTING CONDITIONS (2 OF 2)3-C302DEMOLITION PLAN3-C303GEOMETRY AND PAVING PLAN3-C304TYPICAL SECTION & PAVING DETAILS3-C305GRADING AND DRAINAGE3-C306CROSS SECTIONS3-C307DRAINAGE DETAILS (1 OF 2)3-C308DRAINAGE DETAILS (2 OF 2)3-C309PAVEMENT JOINT REHABILITATION3-C310AIRCRAFT LAYOUT PLAN3-C311MARKING PLAN (1 OF 3)3-C312MARKING PLAN (2 OF 3)3-C313MARKING PLAN (3 OF 3)3-C314PAVEMENT MARKING DETAILS3-C315GATE DESIGNATION PLAN3-C316LIGHTED GATE SIGN DETAILS (1 OF 2)3-C317LIGHTED GATE SIGN DETAILS (2 OF 2)3-C318TERMINAL & PBB PROFILE (1 OF 4)3-C319TERMINAL & PBB PROFILE (2 OF 4)3-C320TERMINAL & PBB PROFILE (3 OF 4)3-C321PBB TIE DOWN DETAILS3-CS301HIGH MAST & PBB COLUMN DETAILS3-CS302HIGH MAST & PBB STRUCTURAL NOTES3-CS303ELECTRICAL LEGEND3-CE101ELECTRICAL NOTES3-CE102FOREIGN OBJECT DEBRIS (FOD) CONTROL3-CE103ELECTRICAL DEMOLITION PLAN3-CE104LIGHTING AND CIRCUITING PLAN (1 OF 2)3-CE105PROPOSED HIGH MAST LIGHTING PHOTOMETRIC PLAN3-CE106APRON HIGH & LOW MAST LIGHT FIXTURE DETAILS3-CE107APRON LOW MAST POLE & FOUNDATION DETAILS3-CE108ELEVATED FIXTURE DETAILS3-CE109SEMI-FLUSH FIXTURE DETAILS (SHEET 1 OF 2)3-CE1103-CE111WIRING DETAILS3-CE1123-CE113SIGN DETAILS (SHEET 1 OF 2)3-CE114SIGN DETAILS (SHEET 2 OF 2)3-CE115JUNCTION BOX DETAILS3-CE116400 HZ FREQUENCY CONVERTER PLANPCA LAYOUT PLAN3-CM101MECHANICAL DETAILS3-CM501LANDSCAPE PLAN PHASE 3L3.00LANDSCAPE PLAN PHASE 3L3.01LANDSCAPE DETAILS PHASE 3L3.02HARDSCAPE PLAN PHASE 3H3.00HARDSCAPE DETAILS PHASE 3H3.01OVERALL IRRIGATION PLAN PHASE 3I0.03IRRIGATION PLAN PHASE 3I3.00IRRIGATION LEGEND PHASE 3I3.01DEMOLITION PLAN - INBOUND - 1ST FLOOR3-IB-AD101DEMOLITION REFLECTED CEILING PLAN - INBOUND 1ST FLOOR3-IB-AD102COMPOSITE DEMOLITION PLAN - INBOUND - 1ST FLOOR3-GD-A101COMPOSITE DEMOLITION PLAN - INBOUND - 2ND FLOOR3-GD-A102DEMOLITION REFLECTED CEILING PLAN - INBOUND - 2ND FLOOR3-IB-AD103ENLARGED DEMOLITION PLANS - INBOUND - 1ST FLOOR3-IB-AD401LIFE SAFETY PLAN - INBOUND - 1ST FLOOR3-IB-A100ALIFE SAFETY PLAN - INBOUND - 2ND FLOOR3-IB-A100BFLOOR PLAN - INBOUND - 1ST FLOOR3-IB-A101FLOOR PLAN - INBOUND - 2ND FLOOR3-IB-A102REFLECTED CEILING PLAN - INBOUND - 1ST FLOOR3-IB-A103REFLECTED CEILING PLAN - INBOUND - 2ND FLOOR3-IB-A104ROOF AND CANOPY PLAN - INBOUND3-IB-A105EXTERIOR ELEVATION - FRONT CANOPY - INBOUND3-IB-A201EXTERIOR ELEVATION - REAR CANOPY - INBOUND3-IB-A202SECTIONS AND DETAILS - BAGGAGE BELT SOFFIT - INBOUND3-IB-A301PHASE 3 DRAWINGSCIVILG3.01GENERAL NOTESG3.03SAFETY DURING CONSTRUCTION PLAN ACCESSROUTE & STAGING PLANE PHASE 3G3.02AIRPORT NOTES, ACCESS ROUTE AND STAGING NOTESG3.04SHEET LAYOUT PLAN PHASE 3G3.05OVERVIEW PHASE 3CD3.00DEMOLITION PLAN PHASE 3CD3.01DEMOLITION PLAN PHASE 3C3.00SITE DIMENSION PLAN PHASE 3C3.01SITE DIMENSION PLAN PHASE 3C3.02SITE GRADING PLAN PHASE 3C3.03SITE GRADING PLAN PHASE 3C3.04SITE UTILITY PLAN PHASE 3C3.05SITE ELECTRICAL UTILITY PLAN PHASE 3C3.06SIGNAGE AND STRIPING PLAN PHASE 3C3.07POST DEVELOPMENT MILL AND RESURFACING PLANC3.08C3.09C3.10BOLLARD LAYOUT PLANC3.11STORMWATER POLLUTION PREVENTION PLAN PHASE 3C3.12STORMWATER POLLUTION PREVENTION DETAILSPHASE 3C3.13GENERAL DETAILSC3.14TERMINAL & PBB PROFILE (4 OF 4)3-C322LANDSCAPINGSHEET LAYOUT PHASE 3L0.03IRRIGATION DETAILS PHASE 3I3.02IRRIGATION DETAILS PHASE 3I3.03ARCHITECTURECOMPOSITE FINISH PLAN - INBOUND - 1ST FLOOR3-G-A701FLOOR LEVELING PLAN - INBOUND - 1ST FLOOR3-IB-A106COMPOSITE FINISH PLAN - INBOUND - 2ND FLOOR3-G-A702FINISH DETAILS - INBOUND3-G-A721INTERIOR ELEVATIONS - RESTROOMS - INBOUNDINTERIOR ELEVATIONS - RESTROOMS - INBOUND3-IB-A721MILLWORK - GATE DESK @ SKYWALK ENTRY - INBOUNDSIGNAGE AND STRIPING PLAN PHASE 3GENERAL DETAILSLIFT STATION DETAILSCIVIL - AIRFIELDSEMI-FLUSH FIXTURE DETAILS (SHEET 2 OF 2)08-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1709-28-1709-28-1709-28-17XXLIGHTING AND CIRCUITING PLAN (2 OF 2)3-CE105AXXENLARGED DEMOLITION PLANS - INBOUND - 2ND FLOOR3-IB-AD402XXXXXXX500 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.rvt10/3/2017 2:57:23 PMG104PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - PHASE 307-14-2017S12014REVISIONS# DATEDESCRIPTIONBY4CONFORMED SET
3-G-FP101COMPOSITE FIRST FLOOR PLAN - PHASE 3 - FIRE PROTECTION3-G-FP102COMPOSITE SECOND FLOOR PLAN - PHASE 3 - FIRE PROTECTION3-IB-FP100 FLOOR PLAN - INBOUND - 1ST FLOOR - FIRE PROTECTION3-IB-FP101 FLOOR PLAN - INBOUND - 2ND FLOOR - FIRE PROTECTION3-SW-FP100 FLOOR PLAN - SKYWALK POD 1 & CORRIDOR - 1ST FLOOR - FIREPROTECTION3-SW-FP101FLOOR PLAN - SKYWALK POD 2, POD 3, & CORRIDOR - 1STFLOOR - FIRE PROTECTION3-SW-FP102FLOOR PLAN - SKYWALK POD 1 & CORRIDOR - 2ND FLOOR -FIRE PROTECTION3-SW-FP103FLOOR PLAN - SKYWALK POD 2, POD 3, & CORRIDOR - 2NDFLOOR - FIRE PROTECTION3-G-M300 MECHANICAL SCHEDULES - 13-G-M301 MECHANICAL SCHEDULES - 23-G-M500 MECHANICAL DETAILS - 13-G-M501 MECHANICAL DETAILS - 23-G-M101 COMPOSITE FIRST FLOOR PLAN - PHASE 3 - MECHANICAL3-G-M102 COMPOSITE SECOND FLOOR PLAN - PHASE 3 - MECHANICAL3-G-M103 COMPOSITE ROOF PLAN - PHASE 3 - MECHANICAL3-S109SKYWAY ENLARGED PLAN CONCRETE SLAB PLAN-MATCHLINE “B-B”-MATCH LINE “C-C”3-S110SKYWAY ENLARGED PLAN CONCRETE SLAB PLAN-MATCHLINE “C-C”3-S111SKYWAY ENLARGED SECOND LEVEL FRAMING PLAN-MATCHLINE “A-A”-MATCH LINE “B-B"3-S112SKYWAY ENLARGED SECOND LEVEL FRAMING PLAN-MATCHLINE “B-B”-MATCH LINE “C-C"3-S113SKYWAY ENLARGED SECOND LEVEL FRAMING PLAN-MATCHLINE “C-C”3-S114SKYWAY ENLARGED SECOND LEVEL ROOF FRAMINGPLAN-MATCH LINE “A-A”-MATCH LINE “B-B”3-S115SKYWAY ENLARGED SECOND LEVEL ROOF FRAMINGPLAN-MATCH LINE “B-B”-MATCH LINE “C-C”3-S116SKYWAY ENLARGED SECOND LEVEL ROOF FRAMINGPLAN-MATCH LINE “C-C”3-S117SKYWALK PODS ENLARGED LOWER ROOF LEVEL FRAMINGPLAN3-S118SKYWALK PODS ENLARGED UPPER ROOF LEVEL FRAMINGPLAN3-S301 BUILDING WALL SECTIONS3-S302 BUILDING WALL SECTIONS3-S202SKYWALK POD NO2 STEEL FRAMING ELEVATIONS ANDSECTIONS3-S203SKYWALK POD NO3 STEEL FRAMING ELEVATIONS ANDSECTIONS3-S204SKYWALK HALLWAY NO1 AND 2 STEEL FRAMINGELEVATIONS AND SECTIONS3-S300TERMINAL "A" BUILDING WALL SECTIONS KEY PLAN3-S303 BUILDING WALL SECTIONS3-S401 SECOND LEVEL FRAMING SECTION AND DETAILS3-S402 SECOND LEVEL FRAMING SECTION AND DETAILS3-S403 SECOND LEVEL FRAMING SECTION AND DETAILS3-S404 SECOND LEVEL FRAMING SECTION AND DETAILS3-S405 SECOND LEVEL FRAMING SECTION AND DETAILS3-S501 ROOF LEVEL FRAMING SECTION AND DETAILS3-S502 ROOF LEVEL FRAMING SECTION AND DETAILS3-S503 ROOF LEVEL FRAMING SECTION AND DETAILS3-S504SKYWALK PODS NO1 AND 2 UPPER ROOF LEVEL FRAMINGTRUSSES AND DETAILS3-S504ASKYWALK PODS NO1 AND 2 UPPER ROOF LEVEL FRAMINGTRUSSES AND DETAILS (ALTERNATE)3-S505ROOF LEVEL FRAMING SECTION AND DETAILS3-S506ROOF LEVEL FRAMING SECTION AND DETAILS3-S507ROOF LEVEL FRAMING SECTION AND DETAILS3-S601SCREENWALL STEEL FRAMING ENLARGED PLAN, SECTIONSAND DETAILS3-S602SCREEN WALL ELEVATIONS, FRAMING CONNECTIONS ANDDETAILS3-S701CANOPY E - ENLARGED FOUNDATION PLAN3-S702CANOPY E - FRAMING SECTIONS AND DETAILS3-S703CANOPY E - FRAMING SECTIONS AND DETAILS3-S801CANOPY F - ENLARGED FOUNDATION AND FRAMING PLAN3-S802CANOPY F - FRAMING SECTIONS AND DETAILSFIRE PROTECTION3-G-FP001FIRE PROTECTION TABLES, SCHEDULES AND GENERAL NOTES3-G-FP500FIRE PROTECTION DETAILS - 13-G-FP501FIRE PROTECTION DETAILS - 23-ECY-FP100FLOOR PLAN - EAST CHILLER YARD - 1ST FLOOR - FIREPROTECTIONMECHANICALMECHANICAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS3-G-M0013-G-M502 MECHANICAL DETAILS - 33-G-M503 MECHANICAL DETAILS - 43-S119SKYWALK PODS WALL LINTEL LAYOUT3-S406LIGHT GAUGE BOXED HEADER FRAMING FOR EXTERIORWALL OPENING3-S901STEEL FRAMING CONNECTIONS AND DETAILS3-G-FA002FIRE ALARM RISER DIAGRAM3-G-FA101COMPOSITE FIRST FLOOR PLAN - PHASE 3 - FIRE ALARM3-GD-FA101 DEMOLITION FLOOR PLAN - PHASE 3 - FIRE ALARM3-IB-FA100 FLOOR PLAN - INBOUND - 1ST FLOOR - FIRE ALARMFIRE ALARM3-G-FP102COMPOSITE SECOND FLOOR PLAN - PHASE 3 - FIRE ALARM3-GD-FA100DEMOLITION FLOOR PLAN - PHASE 3 - FIRE ALARM3-IB-FA101 FLOOR PLAN - INBOUND - 2ND FLOOR - FIRE ALARM3-SW-FA100 FLOOR PLAN - SKYWALK - 1ST FLOOR - FIRE ALARM3-SW-FA101 FLOOR PLAN - SKYWALK - 1ST FLOOR - FIRE ALARM3-SW-FA102 FLOOR PLAN - SKYWALK - 1ST FLOOR - FIRE ALARM3-SW-FA103 FLOOR PLAN - SKYWALK - 2ND FLOOR - FIRE ALARM3-SW-FA104 FLOOR PLAN - SKYWALK - 1ST FLOOR - FIRE ALARM3-SW-FA105 FLOOR PLAN - SKYWALK - 2ND FLOOR - FIRE ALARM3-S701BCANOPY E - ENLARGED ROOF FRAMING PLANSKYWALK POD NO.1 STEEL FRAMING ELEVATIONS ANDSECTIONS3-S201ARCHITECTURAL CONTINUED3-SW-A304BUILDING SECTION AND DETAILS - POD 2 AND 3CORRIDOR - SKYWALK3-SW-A305 BUILDING AND WALL SECTIONS - POD 3 - SKYWALK3-SW-A306 BUILDING AND WALL SECTION - POD 3 - SKYWALK3-SW-A307 BUILDING SECTION - INTERIOR RAMP - SKYWALK3-SW-A308WALL SECTION - PASSENGER BOARDING BRIDGE -SKYWALK3-SW-A401 ENLARGED PLAN - RESTROOMS POD 2 - SKYWALK3-SW-A501 DETAILS - SKYWALK3-SW-A502 DETAILS - CEILING - SKYWALK3-SW-A301 BUILDING AND WALL SECTION - POD 1 - SKYWALK3-SW-A302BUILDING AND WALL SECTION - POD 1 AND 2 CORRIDOR - SKYWALK3-SW-A303 BUILDING AND WALL SECTION - POD 2 - SKYWALK3-SW-A402 ENLARGED PLAN - POD 1 - SKYWALK - 1ST FLOOR3-SW-A403 ENLARGED PLAN - POD 2 - SKYWALK - 1ST FLOOR3-SW-A404 ENLARGED PLAN - POD 3 - SKYWALK - 1ST FLOOR3-SW-A405 ENLARGED PLAN - POD 1 - SKYWALK - 2ND FLOOR3-SW-A406 ENLARGED PLAN - POD 2 - SKYWALK - 2ND FLOOR3-SW-A407 ENLARGED PLAN - POD 3 - SKYWALK - 2ND FLOOR3-SW-A601 DOOR SCHEDULE KEY PLAN - SKYWALK - 1ST FLOOR3-SW-A602 DOOR SCHEDULE KEY PLAN - SKYWALK - 2ND FLOOR3-SW-A605 WINDOW SCHEDULE AND KEY PLAN - SKYWALK3-SW-A701FINISH PLAN - POD 1 AND CORRIDOR - SKYWALK - 1STAND 2ND FLOOR3-SW-A702FINISH PLAN POD 2 AND 3 AND SCHEDULE - SKYWALK -1ST AND 2ND FLOOR3-SW-A711INTERIOR ELEVATIONS AND PLAN - SKYWALK ENTRANCE -SKYWALK3-SW-A712 INTERIOR ELEVATIONS - RESTROOMS - SKYWALK3-SW-A603 DOOR DETAILS - SKYWALK3-SW-A604 DOOR DETAILS AND ELEVATIONS - SKYWALK3-SW-A713 INTERIOR ELEVATIONS - RESTROOMS - SKYWALK3-S001COMPOSITE FIRST FLOOR PLAN - STRUCTURAL SCOPE OF WORK3-S002COMPOSITE SECOND FLOOR PLAN - STRUCTURAL SCOPEOF WORK3-S101TERMINAL "A" GROUND LEVEL FOUNDATION KEY PLAN3-S102TERMINAL “ A”-GROUND LEVEL CONCRETE SLAB KEY PLAN3-S103TERMINAL “A”-SECOND LEVEL FRAMING KEY PLAN3-S104TERMINAL “A”-SECOND LEVEL ROOF FRAMING KEY PLAN3-S105SKYWAY ENLARGED PLAN FOUNDATION PLAN-MATCH LINE“A-A”-MATCH LINE “B-B”3-S106SKYWAY ENLARGED PLAN FOUNDATION PLAN-MATCH LINE“B-B”-MATCH LINE “C-C”3-S107SKYWAY ENLARGED PLAN FOUNDATION PLAN MATCH LINE"C-C"3-S108SKYWAY ENLARGED PLAN CONCRETE SLAB PLAN-MATCHLINE “A-A”-MATCH LINE “B-B”3-S003ABBREVIATIONS AND STRUCTURAL NOTES3-S004ABBREVIATIONS AND STRUCTURAL NOTES3-S005WIND LOADING TABLES (C&C)3-S006WIND LOADING TABLES (C&C)STRUCTURAL08-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1709-28-1709-28-1709-28-17XXXXXXXXXX500 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.rvt10/3/2017 2:57:36 PMG104.1PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - PHASE 307-14-2017S12014REVISIONS# DATEDESCRIPTIONBY5CONFORMED SET
3-G-P001PLUMBING GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS3-G-P300PLUMBING SCHEDULE - 13-G-P500PLUMBING DETAILS - 13-G-P101COMPOSITE FIRST FLOOR PLAN - PHASE 3 - PLUMBING3-G-P102COMPOSITE SECOND FLOOR PLAN - PHASE 3 - PLUMBING3-G-P103COMPOSITE ROOF PLAN - PHASE 3 - PLUMBING3-IB-P100 FLOOR PLAN - INBOUND - 1ST FLOOR - PLUMBING3-IB-P400 ENLARGED FLOOR PLANS - INBOUND - 1ST FLOOR - PLUMBING3-IB-P401ENLARGED FLOOR PLANS AND RISERS - INBOUND - 1STFLOOR - PLUMBING3-IB-P402 ENLARGED FLOOR PLANS - INBOUND - 1ST FLOOR - PLUMBING3-IB-P500 INBOUND - PLUMBING RISERS3-IB-P501 INBOUND - PLUMBING RISERS3-SW-P100FLOOR PLAN - SKYWALK POD 1 & CORRIDOR - 1ST FLOOR -PLUMBING3-SW-P101FLOOR PLAN - SKYWALK POD 2, POD 3, & CORRIDOR - 1STFLOOR - PLUMBING3-SW-P102FLOOR PLAN - SKYWALK POD 1 & CORRIDOR - 2ND FLOOR -PLUMBING3-SW-P103FLOOR PLAN - SKYWALK POD 2, POD 3, & CORRIDOR - 2NDFLOOR - PLUMBING3-E601SKYWALK - SINGLE LINE DIAGRAM3-E602LIGHTING CONTROL RISER DIAGRAM3-E603LIGHTING CONTROL RISER DIAGRAM3-E700INBOUND TERMINAL - PANEL SCHEDULES3-E701INBOUND TERMINAL - PANEL SCHEDULES3-E702SKYWALK ELECTRICAL PANEL SCHEDULES ELECTRICAL ROOMS1-033-E703SKYWALK ELECTRICAL PANEL SCHEDULES3-E704SKYWALK ELECTRICAL PANEL SCHEDULES ELECTRICAL ROOMS1-06 AND S1-103-E705SKYWALK ELECTRICAL PANEL SCHEDULES3-E706SKYWALK ELECTRICAL PANEL SCHEDULES3-E707SKYWALK ELECTRICAL PANEL SCHEDULES3-E801DETAILS3-E803ELECTRICAL NAMEPLATE DETAILS3-E802LIGHTNING PROTECTION DETAILSPLUMBING3-G-P501PLUMBING DETAILS - 23-IB-P403 ENLARGED FLOOR PLANS - INBOUND - 1ST FLOOR - PLUMBING3-IB-P101 FLOOR PLAN - INBOUND - 2ND FLOOR - PLUMBING3-IB-P1033-SW-P104 ROOF PLAN - SKYWALK - PLUMBINGMECHANICAL CONTINUED3-GD-P101 DEMOLITION FLOOR PLANS - PHASE 3 - PLUMBING3-IB-P102 FLOOR PLAN - INBOUND - 2ND FLOOR - PLUMBING3-E708INBOUND TERMINAL- PANEL SCHEDULES3-E709INBOUND TERMINAL- PANEL SCHEDULES3-SW-E208SKYWALK - SECOND FLOOR - NORMAL PHOTOMETRIC PLAN3-SW-E401LIGHTING PROTECTION PLAN - SKYWALK3-ECY-E100EAST CHILLER YARD & PUMP ROOM - FIRST FLOOR - ELECTRICAL DEMOLITION PLAN3-ECY-E101EAST CHILLER YARD & PUMP ROOM - ELECTRICAL POWER PLAN3-E600INBOUND TERMINAL - SINGLE LINE DIAGRAMROOF PLAN - INBOUND - PLUMBING3-IB-P104 FLOOR PLANS - INBOUND - 2ND FLOOR - PLUMBING3-IB-P105 ROOF PLAN - INBOUND - PLUMBING3-IB-M100 FLOOR PLAN - INBOUND - 1ST FLOOR - MECHANICAL3-IB-M400ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR -MECHANICAL3-IB-M401ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR -MECHANICAL3-IB-M402ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR - MECHANICAL3-IB-M405ENLARGED MECHANICAL ROOM FLOOR PLAN3-SW-M100 FLOOR PLAN - SKYWALK POD 1 - 1ST FLOOR - MECHANICAL3-SW-M101 FLOOR PLAN - SKYWALK POD 2 - 1ST FLOOR - MECHANICAL3-SW-M102 FLOOR PLAN - SKYWALK POD 3 - 1ST FLOOR - MECHANICAL3-SW-M103FLOOR PLAN - SKYWALK POD 1 & CORRIDOR - 2ND FLOOR -MECHANICAL3-SW-M104FLOOR PLAN - SKYWALK POD 2, POD 3, & CORRIDOR - 2NDFLOOR - MECHANICAL3-ECY-M100FLOOR PLAN - EAST CHILLER YARD - 1ST FLOOR - MECHANICAL3-ECY-M400ENLARGED FLOOR PLAN - EAST CHILLER YARD - PUMP ROOM -MECHANICAL3-E001INBOUND ELECTRICAL GENERAL NOTES, ABBREVIATIONS,SYMBOLS3-E002LIGHTING SCHEDULE3-SW-E100 SKYWALK OVERALL FIRST FLOOR- POWER PLAN3-SW-E101SKYWALK - FIRST FLOOR- POD #1 - ENLARGED POWERPLAN3-SW-E102SKYWALK - FIRST FLOOR - ROOM "A" - ENLARGED POWER PLAN3-G-M600 MECHANICAL SEQUENCE OF OPERATION - 13-G-M601 MECHANICAL SEQUENCE OF OPERATION - 23-G-M602 MECHANICAL SEQUENCE OF OPERATION - 33-G-M603 MECHANICAL SEQUENCE OF OPERATION - 4ELECTRICAL3-IB-E100INBOUND TERMINAL ENLARGE ELECTRICAL DEMOLITIONPLAN - FIRST FLOOR - POWER3-IB-E101INBOUND TERMINAL ENLARGE ELECTRICAL DEMOLITIONPLAN - SECOND FLOOR - POWER3-IB-E200INBOUND TERMINAL - FIRST FLOOR - ENLARGEDEMOLITION LIGHTING PLAN3-IB-E201INBOUND TERMINAL - SECOND FLOOR - ENLARGEDDEMOLITION LIGHTING PLAN3-IB-E102INBOUND TERMINAL - BAGGAGE - FIRST FLOOR - POWERPLAN3-IB-E103INBOUND TERMINAL - SECOND FLOOR - ENLARGEDPOWER PLAN3-IB-E104INBOUND TERMINAL - FIRST FLOOR RESTROOMS -POWER PLAN3-IB-E105INBOUND TERMINAL - OFFICE AREA - FIRST FLOORENLARGED POWER PLAN3-IB-E202INBOUND TERMINAL - 1ST FLOOR - LIGHTING PLAN3-IB-E203INBOUND TERMINAL - 2ND FLOOR - LIGHTING PLAN3-IB-E204INBOUND TERMINAL - 1ST FLOOR OFFICE AREA -LIGHTING PLAN3-IB-E205INBOUND TERMINAL - FIRST FLOOR - NORMALPHOTOMETRIC PLAN3-IB-E206INBOUND TERMINAL - FIRST FLOOR - EMERGENCYPHOTOMETRIC PLAN3-IB-E207INBOUND TERMINAL - OFFICE AREA - NORMALPHOTOMETRIC PLAN3-IB-E208INBOUND TERMINAL - OFFICE AREA - EMERGENCYPHOTOMETRIC PLAN3-IB-E209INBOUND TERMINAL - SECOND FLOOR - NORMALPHOTOMETRIC PLAN3-IB-E210INBOUND TERMINAL - SECOND FLOOR - EMERGENCYPHOTOMETRIC PLAN3-IB-E211INBOUND TERMINAL - CANOPY - 1ST FLOOR - LIGHTINGPLAN3-GD-M100 DEMOLITION FLOOR PLANS - PHASE 3 - MECHANICAL3-GD-M101 DEMOLITION FLOOR PLANS - PHASE 3 - MECHANICAL3-GD-M102 DEMOLITION FLOOR PLANS - PHASE 3 - MECHANICAL3-G-M604 MECHANICAL SEQUENCE OF OPERATION - 53-IB-E212INBOUND TERMINAL - ENLARGED SITE LIGHTING PLAN3-IB-M403ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR - MECHANICAL3-IB-M404ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR - MECHANICAL3-IB-E106INBOUND TERMINAL - SECOND FLOOR RESTROOMSENLARGED POWER PLAN3-IB-M406ENLARGED MECHANICAL ROOM FLOOR PLAN3-G-E100COMPOSITE - FIRST FLOOR - DEMOLITION PLAN3-G-E101COMPOSITE - SECOND FLOOR - ELECTRICAL DEMOLITIONPLAN3-G-E102COMPOSITE - FIRST FLOOR - ELECTRICAL PLAN3-G-E103COMPOSITE - SECOND FLOOR - ELECTRICAL PLAN3-SW-E107 SKYWALK - SECOND FLOOR - ENLARGED POWER PLAN3-SW-E200 SKYWALK - FIRST FLOOR - ENLARGED LIGHTING PLAN3-SW-E201 SKYWALK - FIRST FLOOR - ENLARGED LIGHTING PLAN3-SW-E202 SKYWALK - FIRST FLOOR - ENLARGED LIGHTING PLAN3-SW-E203 SKYWALK - SECOND FLOOR - ENLARGED LIGHTING PLAN3-SW-E204 SKYWALK - SECOND FLOOR - ENLARGED LIGHTING PLAN3-SW-E103SKYWALK - FIRST FLOOR- ROOM "B" - ENLARGED POWER PLAN3-SW-E104 SKYWALK - SECOND FLOOR - OVERALL POWER PLAN3-SW-E105 SKYWALK - SECOND FLOOR - ENLARGED POWER PLAN3-SW-E106 SKYWALK - SECOND FLOOR - ENLARGED POWER PLAN3-SW-E205 SKYWALK - SECOND FLOOR - ENLARGED LIGHTING PLAN3-SW-E207SKYWALK - SECOND FLOOR - NORMAL PHOTOMETRIC PLAN3-SW-E206SKYWALK - SECOND FLOOR - NORMAL PHOTOMETRIC PLANCAMPUS CONTROLS RETROFIT - PHASE 3 - SYSTEM STRUCTURE3-C-M100CAMPUS CONTROLS RETROFIT - PHASE 3 - 2ND FLOOR - 1CAMPUS CONTROLS RETROFIT - PHASE 3 - 2ND FLOOR - 2CAMPUS CONTROLS RETROFIT - PHASE 3 - 2ND FLOOR - 33-C-M1063-C-M1073-C-M1083-C-M1093-C-M110CAMPUS CONTROLS RETROFIT - PHASE 3 - 1ST FLOOR - 23-C-M1113-C-M112CAMPUS CONTROLS RETROFIT - PHASE 3 - 1ST FLOOR - 3CAMPUS CONTROLS RETROFIT - PHASE 3 - 1ST FLOOR -4CAMPUS CONTROLS RETROFIT - PHASE 3 - 2ND FLOOR - 43-IB-M101 FLOOR PLANS - INBOUND - 2ND FLOOR - MECHANICAL08-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1709-28-1709-28-1709-28-17XXXXXXXXXXXXXXXXXXXXXX3-C-M101CAMPUS CONTROLS RETROFIT - PHASE 3 - SEQUENCE OF OPERATION - 1X3-C-M102CAMPUS CONTROLS RETROFIT - PHASE 3 - SEQUENCE OF OPERATION - 23-C-M103CAMPUS CONTROLS RETROFIT - PHASE 3 - SEQUENCE OF OPERATION - 33-C-M104CAMPUS CONTROLS RETROFIT - PHASE 3 - SEQUENCE OF OPERATION - 43-C-M105CAMPUS CONTROLS RETROFIT - PHASE 3 - 1ST FLOOR - 1XXXXXXXXXXXXXXXXXXXXXXXXXXX3-IB-E213INBOUND TERMINAL - RED CLEVELAND BLVD - CANOPY LIGHTING PLANXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX500 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.rvt10/3/2017 2:57:48 PMG104.2PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - PHASE 307-14-2017S12014REVISIONS# DATEDESCRIPTIONBY6CONFORMED SET
3-SW-P500SKYWALK POD 2 PLUMBING RISERSB1.1.05 PLAN- INBOUND INTERNATIONAL EXISTINGB1.1.06 PLAN- INBOUND- IB6/CD6, IB7/CD7 AND IB8/CD8B2.1.05 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 LAYOUTB4.1.05 ELEVATION- INBOUND- IB7/CD7B4.1.06 ELEVATION- INBOUND- IB8/CD8B5.1.05PLAN VIEW- IB6/CD6 AND IB7/CD7 AREA CONTROL DEVICESB5.1.06 PLAN VIEW- IB8/CD8 AREA CONTROL DEVICES3-SW-P400ENLARGED FLOOR PLAN - SKYWALK POD 1 - 1ST FLOOR -PLUMBING3-SW-P401ENLARGED FLOOR PLAN - SKYWALK POD 2 - 1ST FLOOR -PLUMBING3-SW-P402ENLARGED FLOOR PLAN - SKYWALK POD 3- 1ST FLOOR -PLUMBING3-SW-P403ENLARGED FLOOR PLAN - SKYWALK POD 2 - 2ND FLOOR -PLUMBING3-ECY-P100FLOOR PLAN - EAST CHILLER YARD AND PUMP ROOM - 1STFLOOR - PLUMBINGCCTV NOTES AND SYMBOL LEGENDTA001CCTVCCTV EXISTING AND DEMO 1ST FLOOR PLAN3-TA116CCTV EXISTING AND DEMO 2ND FLOOR PLAN3-TA126CCTV PROPOSED 1ST FLOOR PLAN3-TA216CCTV PROPOSED 1ST FLOOR PLAN3-TA217CCTV PROPOSED 1ST FLOOR PLAN3-TA219CCTV PROPOSED 2ND FLOOR PLAN3-TA226CCTV PROPOSED 2ND FLOOR PLAN3-TA227CCTV PROPOSED 2ND FLOOR PLAN3-TA229CCTV DETAILS3-TA300TY001 ACS - NOTES AND SYMBOL LEGENDACCESS CONTROL SYSTEMS3-TY116 ACS EXISTING AND DEMO 1ST FLOOR PLAN3-TY126 ACS EXISTING 2ND FLOOR PLAN3-TY210 ACS PROPOSED OVERALL 1ST FLOOR PLAN3-TY216 ACS PROPOSED 1ST FLOOR PLAN3-TY217 ACS PROPOSED 1ST FLOOR PLAN3-TY219 ACS PROPOSED 1ST FLOOR PLAN3-TY226 ACS PROPOSED 2ND FLOOR PLAN3-TY227 ACS PROPOSED 2ND FLOOR PLAN3-TY229 ACS PROPOSED 2ND FLOOR PLAN3-TY301 ACS DETAILS3-TY302 ACS DETAILS3-TY303 ACS DETAILS3-TY304 ACS DETAILSTELECOMMUNICATIONSTELECOMMUNICATIONS LEGEND, SYMBOLS AND ABBREVIATIONS3-TA000TELECOMMUNICATIONS GENERAL NOTES3-TA0013-TD100STRUCTURAL CABLING SYSTEM OVERALL FIRST FLOOR PLAN3-TD101STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN3-TD102STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN3-TD103STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN3-TD104STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN3-TD105STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN3-TD106STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN3-TD107STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN2-TD200STRUCTURAL CABLING SYSTEM OVERALL SECOND FLOOR PLAN3-TD202STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOOR PLAN3-TD203STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOOR PLAN3-TD204STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOOR PLAN3-TD302EXISTING COMMUNICATIONS ROOM LAYOUT AND RACK ELEVATIONS3TD304NEW COMMUNICATIONS ROOM LAYOUT AND RACK ELEVATIONS3-TD206STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOOR PLAN3TD305NEW COMMUNICATIONS ROOM LAYOUT AND RACK ELEVATIONS3-TD308EXISTING COMMUNICATIONS ROOM LAYOUT AND RACK ELEVATIONS3-TD309EXISTING COMMUNICATIONS ROOM LAYOUT AND RACK ELEVATIONS3-TD400STRUCTURAL CABLING SYSTEM TELECOM GROUNDINGRISER DIAGRAM3-TD401FIBER RISER DIAGRAM COMMUNICATIONS ROOM LOGICDIAGRAM3-TN001ADMIN NETWORK SYSTEM LOGIC DIAGRAM3-TN002SECURITY NETWORK SYSTEM LOGIC DIAGRAM3-TN003AWW AREA NETWORK SYSTEM LOGIC DIAGRAM3-TT001TELEPHONY SYSTEM LOGIC DIAGRAM3-TC100DAS OVERALL FIRST FLOOR PLAN3-TC104DAS PARTIAL FIRST FLOOR PLAN3-TC200DAS OVERALL SECOND FLOOR PLAN2-TC204DAS PARTIAL SECOND FLOOR PLAN3-TC106DAS PARTIAL FIRST FLOOR PLAN2-TC206DAS PARTIAL SECOND FLOOR PLAN3-TC300DAS EQUIPMENT MATRIX3-TI100APS OVERALL FIRST FLOOR PLAN3-TI200APS OVERALL SECOND FLOOR PLAN3-TI200AAPS OVERALL ZONE LAYOUT - SECOND FLOOR PLAN3-TI100AAPS OVERALL ZONE LAYOUT - FIRST FLOOR PLAN3-TI104APS PARTIAL FIRST FLOOR PLAN3-TI106APS PARTIAL FIRST FLOOR PLAN3-TI204APS PARTIAL SECOND FLOOR PLAN3-TI206APS PARTIAL SECOND FLOOR PLAN3-TI300AUDIO PAGING SYSTEM LOGIC DIAGRAM3-TI301AUDIO PAGING SYSTEM FUNCTIONAL DIAGRAM3-TI401APS SPEAKER MOUNTING DETAILS3-TN100EVIDS OVERALL FIRST FLOOR PLAN3-TN104EVIDS PARTIAL FIRST FLOOR PLAN3-TN106EVIDS PARTIAL FIRST FLOOR PLAN3-TN300EVIDS FIDS / BIDS SYSTEM LOGIC DIAGRAM2-TN200EVIDS OVERALL SECOND FLOOR PLAN3-TN301EVIDS LOGIC DIAGRAM3-TN400EVIDS DISPLAY TYPE REFERENCES3-TN401EVIDS TYPE AND QUANTITY SCHEDULE DISPLAY TYPES ANDMOUNTING DETAILS3-TN402EVIDS TYPE AND QUANTITY SCHEDULE DISPLAY TYPES ANDMOUNTING DETAILS3-TN204EVIDS PARTIAL SECOND FLOOR PLAN3-TN206EVIDS PARTIAL SECOND FLOOR PLANBAGGAGE BELTB4.1.04 ELEVATION- INBOUND- IB6CD6B7.1.02 GENERAL DETAIL DRAWING (INBOUND CATWALK)B7.1.03 GENERAL DETAIL DRAWING (OVERSIZE BAG SLIDES)WAYFINDINGW100 GENERAL NOTES, STANDARDS & KEY PLANW101 NEW SIGN REQUIREMENTSSIGN TYPE DETAILS A - CW201SIGN TYPE DETAILS D - FW202SIGN TYPE DETAILS G - H, JW203W301 MASTER SHEET LAYOUT PLAN, PHASINGW605 PHASE 3 NEW SIGNAGE SCHEDULEW602 PHASE 3 NEW SIGNAGE PLAN - BAGGAGE CLAIM 4-6W607 PHASE 3 NEW SIGNAGE - INBOUNDW608 PHASE 3 NEW SIGNAGE PLAN - GATES 5-9W609 PHASE 3 NEW SIGNAGE PLAN - SKYWAYPLUMBING CONTINUEDCCTV EXISTING OVERALL 1ST FLOOR PLANTA110CCTV EXISTING OVERALL 2ND FLOOR PLANTA120CCTV PROPOSED OVERALL 1ST FLOOR PLAN3-TA210CCTV PROPOSED OVERALL 2ND FLOOR PLAN3-TA2203-TY110 ACS EXISTING OVERALL 1ST FLOOR PLAN3-TY120 ACS EXISTING OVERALL 2ND FLOOR PLAN3-TY220 ACS PROPOSED OVERALL 2ND FLOOR PLANW200W200 SIGH TYPE DETAILS - TEMPORARY SIGNAGEW600 PHASE 3 DEMOLITION AND TEMPORARY SIGNAGE SCHEDULEW601 PHASE 3 DEMOLITION PLANSW603 PHASE 3 TEMPORARY SIGNAGE - INBOUNDW604 PHASE 3 TEMPORARY SIGNAGE PLAN - GATES 5-9W606 PHASE 3 NEW SIGNAGE PLAN - BAGGAGE CLAIM 4-608-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1709-28-1709-28-1709-28-17XXX3-TY300 ACS DETAILSXXXX3-TY600 ACS DOOR SCHEDULEXBIS.01 ABBREVIATIONS GENERAL NOTES AND DRAWING INDEXBIS.02 CONVEYOR LEGENDS AND SYMBOLSBIS.03 MOTOR MANIFESTB5.1.00ELECTRICAL 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)B6.1.05 BAGGAGE SAFETY SIGNAGEB6.1.06 GENERAL DETAIL DRAWING (BIT AND LADDER)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.rvt10/3/2017 2:57:59 PMG104.3PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - PHASE 307-14-2017S12014REVISIONS# DATEDESCRIPTIONBY7CONFORMED SET
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.rvt7/17/2017 5:48:08 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 BY8CONFORMED SET
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.rvt7/17/2017 5:48:22 PMG106PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAGENERAL NOTES & PROJECT FINISHES07-14-2017S12014REVISIONS# DATE DESCRIPTION BY9CONFORMED SET
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.rvt7/17/2017 5:48:33 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 BY10CONFORMED SET
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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.rvt7/17/2017 5:49:42 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 BY11CONFORMED SET
UNKRESTRICTEDAREAKEEPOUTGENERATOR5'- 0 1/4"
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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.rvt7/17/2017 5:56:05 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 BY12CONFORMED SET
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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.rvt7/17/2017 5:58:09 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 BY13CONFORMED SET
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.rvt7/17/2017 5:51:42 PMG111PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAADA SPECIFICATIONS07-14-2017S12014 1/2" = 1'-0"2HANDICAP CLEARANCESREVISIONS# DATE DESCRIPTION BY14CONFORMED SET
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.rvt7/17/2017 5:52:57 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 BY15CONFORMED SET
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.rvt7/17/2017 5:53:30 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 BY16CONFORMED SET
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.rvt9/29/2017 3:09:59 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 5517CONFORMED SET
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.rvt9/29/2017 3:10:11 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 55518CONFORMED SET
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.rvt9/29/2017 3:10:34 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 TRIM519CONFORMED SET
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. 6503720CONFORMED SET
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.A. MAINTENANCE OF TRAFFIC AND SAFETYACCESS ROUTE AND STAGING NOTES1. ALL OF THE CONTRACTOR'S ACTIVITY WILL BE STAGED FROM THESE AREAS. ALL FIELD 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 BE RESPONSIBLE FOR TRANSPORTING EMPLOYEES FROM THE STAGING AREAS TO ANDFROM THE WORK AREA. ADDITIONAL INTERMEDIATE STAGING AREAS MAY BE AVAILABLE TO THE CONTRACTOR AFTER COORDINATION WITH THE SAA OPERATIONS.2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INITIATE AND PAY FOR THE NOTICE OF INTENT (NOI) FOR STORM WATER POLLUTION PREVENTION FOR EPA, NPDESAND FDEP. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE TO INITIATE AND SUBMIT THE NPDES NOTICE OF TERMINATION (NOT) UPON PROJECT COMPLETION.3. IT IS NOT ANTICIPATED THAT THE AIRPORT'S OBSTRUCTION HEIGHT REQUIREMENTS, AS DEFINED IN FAA'S FAR PART 77, WILL RESTRICT THE CONTRACTOR'SACTIVITIES IN THE PRIMARY STAGING AREA. IT IS REQUIRED, HOWEVER, THAT THIS ASSUMPTION BE VERIFIED BY THE CONTRACTOR THROUGH SAA OPERATIONSPRIOR TO BEGINNING WORK. THE MAXIMUM HEIGHT OF EQUIPMENT ALLOWED IS 15 FEET. ANY OPERATION OF EQUIPMENT THAT EXCEEDS 15 FEET WILL REQUIREAPPROVAL BY SAA OPERATIONS.4. THE AUTHORITY MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOR OTHER CONTRACTORS BE LOCATED IN THE VICINITY. HAUL ROADS WILL BE USEDBY OTHER CONTRACTORS, IF THIS OCCURS, THE CONTRACTOR SHALL COOPERATE, AS NECESSARY, TO ACCOMMODATE OTHER CONTRACTORS WORK ACTIVITIES.5. THE CONTRACTOR SHALL PROVIDE PROFESSIONALLY-MADE SIGNS INDICATING THE NAME OF THE CONTRACTOR AND A MESSAGE DIRECTING ALL MATERIALSDELIVERIES TO THE PRIMARY STAGING AREA. INCLUDE THE COST OF FABRICATION AND ERECTION IN ITEM M-101-1, MOBILIZATION PAY ITEM.6. UPON COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL SITE IMPROVEMENTS AND RESTORE THE AREA TO THE SAA'S SATISFACTION.7. THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREAS SPECIFIED FOR STOCKPILES, SHOPS, MAINTENANCE FACILITIES AND ALL CONTRACTORSUPPORT FACILITIES. NO OTHER SITES SHALL BE PERMITTED ON AIRPORT PROPERTY WITHOUT WRITTEN APPROVAL FROM THE ENGINEER AND THE SANFORDAIRPORT AUTHORITY (SAA).8. ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITE SHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO,CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF ALL TEMPORARY UTILITIES, PERMITTING, ACCESS ROADS, ALL SECURITY FENCING, ETC.THE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS SHOWN IN SHEET G-1.00, G-2.00 AND G-3.00 FOR REFERENCE ONLY. THE ACTUAL SIZEAND EXACT LOCATION WILL BE ESTABLISHED PRIOR TO CONSTRUCTION. THE FOLLOWING REQUIREMENTS WILL APPLY, HOWEVER:B. STAGING AREAS - GENERAL REQUIREMENTS - TO BE DETERMINED1. THE CONTRACTOR IS ADVISED THAT ALL AIRPORT ROADWAYS, RUNWAYS, TAXIWAYS, PEDESTRIAN WALKWAYS, ETC., WILL BE ACTIVE DURING THIS CONTRACT. THECONTRACTOR WILL BE EXPECTED TO CONDUCT THE WORK SUCH THAT THE SAFETY OF OPERATIONS IS NOT REDUCED AND THAT VEHICULAR, AIRCRAFT,PERSONNEL TRAFFIC FLOW IS MAINTAINED AT ALL TIMES, EXCEPT AS SPECIFICALLY PROVIDED FOR IN THE CONTRACT DOCUMENTS OR ALLOWED BY THE SAA INWRITING. THE CONTRACTOR IS ADVISED, AND SHALL ACCEPT AS AN IMPORTANT CONSIDERATION OF THE WORK, THAT THE MAINTENANCE OF SAFE AND EFFICIENTACCESS TO THE AIRPORT VIA THE ROADWAY SYSTEM IS AN 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 OF THE MANUAL OF UNIFORM TRAFFIC CONTROLDEVICES, SAA REQUIREMENTS AND OSHA. THE STRICTEST REQUIREMENTS WILL APPLY. SEE SPECIAL PROVISION-13 "CONSTRUCTION TIME AND LIQUIDATEDDAMAGES".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)S12014AIRPORT NOTES, ACCESS ROUTEAND STAGING NOTESIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 6503721CONFORMED SET
RED CLEVELAND BLVDPROPOSED SKYWALKPHASE 3PROPOSED RAMPMODIFICATIONPHASE 3STAGING AREAPHASE 3PROPOSED SKYWALK ANDPARKING LOT RENOVATIONPHASE 3PROPOSED CANOPY1. AIRPORT OPERATIONS - THE CONTRACTOR SHALL ACQUAINT HIS/HER SUPERVISORS AND EMPLOYEESWITH THE AIRPORT ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT THIS AIRPORT AND SHALLCONDUCT HIS/HER CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIRTRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY SPECIFIED IN PARAGRAPH 10 BELOW.2. VEHICLE IDENTIFICATION - ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THEAIRPORT OUTSIDE OF THE DESIGNATED CONSTRUCTION AREA LIMITS OR HAUL ROUTES, AS SPECIFIEDON THE PLANS AND WITHIN THE ACTIVE AIRCRAFT OPERATIONS AREA (AOA) SHALL DISPLAY IN FULL VIEWCOMPANY DECALS, NOT LESS THAN 6 INCH "LETTERS" AND AIRPORT PERMIT DECAL. THESE VEHICLESSHALL ALSO BE BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT MOUNTED, (360°ROTATING) ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FORMAINTENANCE AND EMERGENCY VEHICLES.3. ROADWAY PAVEMENT CLOSURES - A MINIMUM OF 72 HOURS NOTICE OF REQUESTED CLOSING SHALL BEDIRECTED TO THE RPR, WHO WILL COORDINATE THE REQUEST WITH AIRPORT OPERATIONS. SAA WILLGRANT OR DENY REQUEST BASED ON SCHEDULED TRAFFIC.4. TRENCH MARKING - OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIALS SHALL BEPROMINENTLY MARKED WITH BARRICADES EQUIPPED WITH FLAGS AND LIGHTED BY APPROVED LIGHTUNITS DURING HOURS OF RESTRICTED VISIBILITY AND DARKNESS.5. OPEN FLAME - OPEN FLAME, WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESSADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED BYAIRPORT OPERATIONS AND THE ENGINEER.6. STOCKPILE EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPEN EXCAVATIONS SHALL BETREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT BLAST OR WINDCONDITIONS. (SEE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS).7. DEBRIS CONTROL - "FOREIGN OBJECT DEBRIS" WASTE AND LOOSE MATERIAL SHALL NOT BE ALLOWED ONACTIVE AIRCRAFT MOVEMENT AREAS OR WITHIN THE SAFETY AREAS. IF OBSERVED TO BE ON ACTIVEAIRCRAFT MOVEMENT AREAS OR WITHIN THE SAFETY AREA, THE MATERIAL WILL BE REMOVEDIMMEDIATELY BY THE CONTRACTOR. THE ENGINEER MAY DIRECT THAT DEBRIS PROBLEMS DURINGCONSTRUCTION NOT CORRECTED BY THE CONTRACTOR BE CORRECTED BY OTHERS AT THE EXPENSEOF 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 BADGE PROCEDURESORLANDO SANFORD INTERNATIONAL AIRPORT - RULES AND REGULATIONSORLANDO SANFORD INTERNATIONAL AIRPORT - AIRPORT CERTIFICATION MANUALORLANDO SANFORD INTERNATIONAL AIRPORT - AIRPORT SECURITY PLAN9. CONTRACTOR IS REQUIRED TO HAVE A PERSON ON CALL 24-HOURS A DAY FOR EMERGENCYMAINTENANCE. CONTRACTOR MUST FILE THE CONTACT PERSON'S NAME WITH SAA OPERATIONS.10. CONTRACTOR IS RESPONSIBLE OF ENSURING ALL MOTOR VEHICLE OPERATORS (PRIVATE ORCONTRACTOR) HAVE THE APPROPRIATE VEHICLE INSURANCE AND TO ENSURE ALL OPERATORS HAVECURRENT & VALID DRIVERS LICENSES (CURRENT ISSUE) ON THEIR PERSON.11. CONTRACTOR SHALL PROVIDE AN EMERGENCY NOTIFICATION LIST (24-HOUR CONTACT LIST) WHICHIDENTIFIES THE SUPERINTENDENT AND ALL SUBCONTRACTOR SUPERVISORS/LEADS.12. THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF CONFINED SPACE ENTRY(OSHA 29 CFR 1910.146).13. THE CONTRACTOR SHALL COMPLY WITH THE SAA MAINTENANCE DEPARTMENT LOCK-OUT/TAG-OUT PROCEDURE AND WITH NFPA 70E.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)S12014SAFETY DURING CONSTRUCTION PLANACCESS ROUTE & STAGING PLANEPHASE 3IBDRBJDOJDO1" = 50'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet5050100SAFETY NOTES22CONFORMED SET
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ED AREA KEEP OUT SITE BENCHMARK # 2SITE BENCHMARK # 1SITE BENCHMARK # 3SITE BENCHMARK # 4DCOMPACTORTCD3.01 - DEMOLITION PLAN PHASE 3C3.01 - SITE DIMENSION PLAN PHASE 3C3.03 - SITE GRADING PLAN PHASE 3C3.04 - SITE UTILITY PLAN PHASE 3C3.07 - SIGNAGE AND STRIPING PLAN PHASE 3SEE PLANS BY AVCONAIRLINE AVENUERED CLEVELAND BOULEVARDHANGER ROADC3.04 - SITE UTILITY PLAN PHASE 3CD3.00 - DEMOLITION PLAN PHASE 3C3.00 - SITE DIMENSION PLAN PHASE 3C3.02 - SITE GRADING PLAN PHASE 3C3.06 - SIGNAGE AND STRIPING PLAN PHASE 3RED CLEVELAND BOULEVARDCONTROL TOWER LANE TTTTTTTTTC3.05 - SITE ELECTRICAL UTILITY PLAN PHASE 3Architects 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 3IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet10010020023CONFORMED SET
N: 1615165.85E: 579015.34N: 1615153.19E: 578968.82N: 1615050.50E: 578969.82N: 1614988.62E: 579012.89EXISTING AIRPORT TERMINALEXISTING BUILDINGEXISTING PARKINGRED CLEVELAND BOULEVARD PROPOSEDBUILDING PHASE 3DESIGN BY AVCONRED CLEVELAND BOULEVARDEXISTINGAIRPORTTERMINALPROPOSED RAMPPHASE 3SKYWAY ADDITIONSKYWAY ADDITIONPROPOSEDLANDSCAPED AREASPROPOSEDLANDSCAPED AREASArchitects 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 3IBDRBJDOJDO1" = 50'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet5050100PROPOSEDPAVEMENT MODIFICATION24CONFORMED SET
EXISTING TERMINAL(SEE ARCHITECTURAL PLAN)REMOVE AIR HANDLERSREMOVE BOLLARDSREMOVESTAIRSREMOVE A/C UNITSAND CONCRETE PADSREMOVE BOLLARDSCONCRETE RAMP TO BE REMOVEDAND RECONSTRUCTED TOMEET ADA REQUIREMENTSREMOVE FENCEPAVEMENT TO BE REMOVEDCURB TO BE REMOVEDREMOVE EXISTING PIPE ANDPLUG EXISTING STRUCTURESAW-CUT AND REPAIR CONCRETEEXISTING CLEANOUT AND3" LATERAL TO BE ABANDONED12" PVC ROOF DRAINEXISTING 18" TO REMAINSEE STRUCTURAL FOR CONCRETE REMOVALMATCH LINE CD3.01Architects 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 PLAN PHASE 3IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet202040LEGENDKEY MAPMATCH LINESAW-CUTAREA TO BE DEMOLISHEDBOLLARDS TOBE REMOVED (TYP.)PAVEMENT TO BE REMOVED25CONFORMED SET
SITE BENCHMARK # 3LIGHT POLE ANDPULL BOX TO REMAINREMOVE CURBEND CURB REMOVALREMOVE CURBREMOVE CURBREMOVE CURBLIGHT POLE TO REMAINSTRIPING TO REMAIN TYP.EXISTING SIGN TO BE RELOCATEDEXISTING PALMS TO BE RELOCATEDSEE LANDSCAPE PLANREMOVEEXISTING RAMPSAW-CUT ANDREMOVE EXISTING CURBBEGIN SIDEWALK REMOVALBEGIN CURB REMOVALSTRIPING TO BE REMOVEDREMOVE EXISTING RAMP TYP.SIGN TO BE REMOVED TYP.REMOVE / REUSEEXISTING STAIRSLIGHT POLE AND BASE TO REMAINREMOVE FENCESIGN TO BE REMOVED TYP.REMOVE CONCRETE WALKREMOVE WOODSTRUCTUREREMOVE FENCEEND SIDEWALK REMOVALREMOVE CURBAND CONCRETEREMOVE CURBLIGHT POLE TO REMAINPAVEMENT TO BE REMOVEDREMOVE GATEREMOVE GATEFENCE TO BE REMOVEDFENCE TO REMAINPAVEMENT TO BE REMOVEDSTRIPING TO BE REMOVEDEXISTING SIDEWALKAND CURB TO REMAINREMOVEBOLLARDSREMOVEBOLLARDSEXISTING CURB TO REMAINREMOVEBOLLARDSPHASE IIIOPEN CUT AND REPAIRFOR UTILITY EXTENSIONSIGN TO BE REMOVEDREMOVE EXISTINGCONCRETEEXISTING PALMSTO BE REMOVEDPROTECT ELECTRIC PULL BOXREMOVE ELECTRIC PANELMATCH LINE CD3.00Architects 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 PLAN PHASE 3IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet202040KEY MAPLEGENDMATCH LINESAW-CUTSIGN TO BE REMOVEDPAVEMENT TO BE REMOVEDSIDEWALK TO BE REMOVEDAREA TO BE DEMOLISHED26CONFORMED SET
CHILLEREXISTING TERMINAL(SEE ARCHITECTURAL PLAN)RED CLEVELAND BLVD.6.0'7.6'6.0'20.0'6.0'23PROPOSED CANOPY(SEE ARCHITECTURAL PLANS)88.83'23.95'1OPEN CUT AND REPAIR424MATCH LINE C3.01www.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)S12014SITE DIMENSION PLAN PHASE 3IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet2020401HC ACCESSIBLE RAMPPER FDOT INDEX 304 - CR-E26" CONCRETE SIDEWALKSEE DETAIL 3.15, SHEET C3.129MATCH LINEPARKING SPACES PER ROWLEGENDKEYNOTES SYMBOL LEGENDKEY MAP4TYPE 'F' CONCRETE CURBPER INDEX NO. 300SEE DETAIL 3.8, SHEET C3.123DETECTABLE WARNINGPER FDOT INDEX 304HEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 3.13, SHEET C3.12SIDEWALKSEE DETAIL 3.15, SHEET C3.1227CONFORMED SET
SITE BENCHMARK # 3GENERATORTRASHCOMPACTORCHILLERTRANSFORMERTRANSFORMER11282828202123242418450'50'50'34'SKYWAY ADDITION(SEE ARCHITECTURAL PLAN)RED CLEVELAND BLVD.LANDSCAPED AREA(HC)(HC)(HC)(HC)44444336934R20'PROTECT EXISTING LIGHTAND POLE TO REMAINEXISTING INLET TYP.EXISTING PARKINGTO REMAINEXISTING CURB ISLAND2.0' X 2.0' CONCRETE PADFOR TRASH RECEPTACLE9.0' X 3.21' CONCRETE PADFOR BENCH TYP.PROTECT EXISTING LIGHTAND POLE TO REMAINPROTECT EXISTING POLEAND LIGHTS TO REMAINPROPOSED FENCE 275-LF±SEE ARCHITECTURALPLANS FOR DETAILEXISTING LIGHT ANDPOLE TO REMAINR30'R8.67'R14'R5'R23.34'R50'R5'R10'R10'LOADING AREATYP.PROPOSED SCREEN WALLSEE ARCHITECTURAL PLANSN: 1614899.78E: 579046.07N: 1614913.75E: 579016.70N: 1614862.92E: 579016.70N: 1614862.92E: 578965.86N: 1614913.75E: 578965.86N: 1614805.75E: 578717.53N: 1614770.92E: 578717.53 EAST PARKING LOTTOTAL SPACES = 260 (INCLUDING 8 ACCESSIBLE) SPACES(HC)(HC)(HC)(HC)R5'MATCH EXISTINGPAVEMENT4588887.71'4.73'20.31'24'4.81'4.37'7.93'11.26'40'16'26'18'18'12'12'5'12'20'12'12'12'11.31'5'5'8RELOCATEDSTAIRCASE43.E3.EC3.13C3.139PROPOSED LIFT STATION20'20'4'20'20'4'20'20'4'20'20'10'(S)(DNE)(S)(DNE)www.sunshine811.comMATCH LINE C3.00Architects 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 PLAN PHASE 3IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet2020407123456(HC)98MATCH LINESAW-CUTHANDICAP PARKING SIGNSEE DETAIL 3.10, SHEET C3.12PARKING SPACES PER ROWLEGENDKEYNOTES SYMBOL LEGENDKEY MAPLIGHT DUTY FLEXIBLE PAVEMENTSEE DETAIL 3.14, SHEET C3.12HEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 3.13, SHEET C3.12TYPE 'D' CONCRETE CURB INDEX NO. 300SEE DETAIL 3.7, SHEET C3.12TYPE 'F' CONCRETE CURB INDEX NO. 300SEE DETAIL 3.8, SHEET C3.12TRANSITION CURBINGHC ACCESSIBLE RAMP WITH DETECTABLE WARNING PADPER FDOT INDEX 304 CR-CWHEEL STOPSEE DETAIL 3.17, SHEET C3.13NOSE DOWN CURBSEE DETAIL 3.12, SHEET C3.129DETECTABLE WARNING PADPER FDOT INDEX 304 CRCCANOPY COVERED AREAHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.18CONCRETE28CONFORMED SET
CHILLEREXISTING TERMINAL(SEE ARCHITECTURAL PLAN)50.5550.49±50.48±M.E. 49.98±50.55PROPOSED CHILLER PADS50.41±50.41±M.E. 49.91±M.E. 50.50±PROPOSED CANOPY(SEE ARCHITECTURAL PLANS)50.44±M.E. 49.94±50.43±M.E. 49.93±49.73±M.E. 49.23±M.E.M.E.88.82'23.95'M.E.M.E.M.E.M.E.MATCH LINE C3.03www.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)S12014SITE GRADING PLAN PHASE 3IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet202040LEGEND47.5347.11MATCH LINESAW-CUTPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONEXISTING CONTOUR LINEKEY MAPHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 3.13, SHEET C3.12SIDEWALKSEE DETAIL 3.15, SHEET C3.1229CONFORMED SET
GENERATORTRASHCOMPACTORCHILLERTRANSFORMERTRANSFORMERSKYWAY ADDITION(SEE ARCHITECTURAL PLAN)50.6050.1050.1549.6750.0549.5550.6050.5050.0050.3049.7549.5049.7549.2550.6050.7050.4049.3050.3049.0049.2050.3049.4050.4049.9049.7550.4049.4050.3049.5050.3049.2049.8050.4050.6049.3049.5049.2548.7549.0048.5049.2048.7048.7548.2548.6548.1549.3048.8048.9048.4050.0049.6049.1050.0050.14M.E.50.40±M.E.50.40±50.5850.65±49.0050.0049.5049.0549.4049.6550.2050.4049.9050.4349.93M.E. 50.4249.92M.E.50.59M.E.50.4350.5050.00M.E.50.73±50.50±50.3049.8049.30REMOVE ASPHALT AND BASE MATERIALBRING IN 7" OF TOP SOIL AND ROTOTILLTO A DEPTH OF 18"PROPOSED BIO-SWALE49.50±49.4549.15±48.80±48.55±48.55±48.40±48.50±48.50±49.9049.4250.10M.E. 50.0849.50M.E. 50.2949.7950.30M.E. 50.2849.7850.3050.3549.8550.3050.2550.3550.3050.3050.7050.2050.6050.1049.0050.5050.0050.4549.9550.5049.1050.6050.1049.6549.1549.1049.1048.7048.20M.E.48.28M.E.49.09M.E.48.5548.4049.0549.1649.1049.75±49.25±50.1049.60EXISTING FENCE TO REMAINBOTTOM OFSCREEN WALL50.80BOTTOM OFSCREEN WALL50.80M.E.M.E.S-1S-2S-3S-4S-649.2448.7449.3048.80M.E.49.1448.52±S-1150.0549.5550.5050.50S-12PROPOSED LIFT STATION50.2049.30S-14S-18S-15S-17S-14S-13S-16S-20S-20S-21S-22S-23S-24S-26S-27S-28S-29S-30S-31S-32S-3348.85www.sunshine811.comMATCH LINE C3.02TYPE "C" INLETGRATE ELEV. = 49.00NE. F.L. = 45.00S. F.L. = 45.50102 LF~ 12" PIPE @ 1.0%INSERT "A" TEEINV. ELEV. 43.98TYPE "E" INLETGRATE ELEV. = 48.00E. F.L. = 44.0090 LF ~ 18" RCP @ 0.50%TYPE "E" INLETGRATE ELEV. = 48.00W. FL. = 43.55E. FL. = 43.50S. FL. = 43.7570 LF~ 18" RCP @ 0.50%NOTE:ROOF DRAINS WILL BE CONNECTEDINTO EITHER THE EXISTING ORPROPOSED STORM DRAIN SYSTEMS.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)S12014SITE GRADING PLAN PHASE 3IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037S-1N0Graphic Scale in Feet202040S-2S-3S-4S-5S-6S-7100 LF ~ 18" RCP @ 0.50%TYPE "E" INLETGRATE ELEV. = 47.50W. FL. = 42.60S-9S-10STORM STRUCTURE SCHEDULELEGEND47.5347.11MATCH LINESAW-CUTCHAIN LINK FENCEPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTIONPROPOSED FLOW LINEEXISTING CONTOUR LINEPROPOSED SWALEKEY MAPCANOPY COVERED AREAHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 3.13, SHEET C3.12SIDEWALKSEE DETAIL 3.15, SHEET C3.12CONCRETE2' X 2' YARD INLETGRATE ELEV. = 49.00N. FL. = 46.00S-1150 LF ~ 12" HDPE @ 1.0%S-1212" C.O. CONNECT DOWNSPOUTFL. 43.50S-1312" C.O. CONNECT DOWNSPOUTSFL. 44.50S-1412" TEEFL. 44.15S-1528 LF~ 12" PVC @ 1.0% MIN.S-1627 LF~ 12" HDPE @ 1.0% MIN.S-1733 LF~ 12" HDPE @ 1.0% MIN.S-18TYPE "E" INLETGRATE ELEV. = 48.00W. FL. = 43.15E. FL. = 43.10S. FL. = 43.20S-855 LF~ 12" PVC @ 1.0% MIN.S-19CORE BORE AND CONNECTTO EXISTING INLETFL. 46.00S-2041 LF~ 8" PVC @ 0.5% MIN.S-2124 LF~ 8" PVC @ 0.5% MIN.S-228" C.O. CONNECT DOWNSPOUTSFL. 46.30S-238" CLEANOUTFL. 46.20S-248" WYEFL. 46.18S-258" C.O. CONNECT DOWNSPOUTSFL. 46.19S-2623 LF~ 8" PVC @ 0.5% MIN.S-278" WYEFL. 46.08S-288" C.O. CONNECT DOWNSPOUTSFL. 46.29S-2958 LF~ 8" PVC @ 0.5% MIN.S-308" INLINE CLEANOUTFL. 46.29S-318" INLINE CLEANOUTFL. 46.18S-328" INLINE CLEANOUTFL. 46.28S-3330CONFORMED SET
RESTRICTED AREAKEEP OUT12640'±GENERATORTRASHCOMPACTORCHILLERTRANSFORMERTRANSFORMERCHILLERSKYWAY ADDITION(SEE ARCHITECTURAL PLAN)76EXISTING8" WATERLINEINSTALL 8" LINESTOPAND ABANDONEXISTING W.M. TO SOUTHINSTALL 8" LINESTOPAND ABANDONEXISTING W.M. TO NORTH(CONTRACTOR TO INSTALL8" LINE STOP AFTER THEEXISTING 2" POTABLE CONNECTION)EXISTING8" WATERLINE35241689211335676839361011THE TOP OF THE 2" F.M. IS REQUIREDTO BE 1' BELOW THE BOTTOM OFTHE FDC FITTINGS IN THIS AREA.41022EXISTING 2" POTABLEWATER SERVICE ANDREDUCED PRESSUREBACKFLOW TOBE ABANDONED112131415116' MIN.EXISTINGFIRE HYDRANT16EXISTING 2" FIRE MAIN(FIELD LOCATE)EXISTING CLEANOUT AND3" SANITATION LATERALTO REMAIN1216171615141318MAINTAIN 12" CLEARANCEBETWEEN STORM ANDWATER MAIN PIPING PERSEPARATION REQUIREMENT17S8" X 8" TAPPINGSLEEVE & VALVE6" - 90° BENDPROPOSED 6" FDC6" D.I. FIRE LINEPROPOSED POSTINDICATOR VALVESEE DETAIL 3.22, SHEET C3.136" - 45° BEND6" DIP W.M.2" SERVICE SADDLE3/4" METER AND BOXREDUCED PRESSUREBACKFLOWPREVENTION ASSEMBLYSEE DETAIL 3.23, SHEET C3.13CONNECT TO BUILDING SERVICEREFER TO ARCHITECTURAL PLANSFire Line InsetScale: 1"=50'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)S12014SITE UTILITY PLAN PHASE 3IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650371N0Graphic Scale in Feet202040N0Graphic Scale in Feet5050100234567891011EXISTING STORM SEWER - FROM RECORDEXISTING STORM SEWER - SURVEYEDEXISTING OVERHEAD ELECTRICEXISTING UNDERGROUND ELECTRICPROPOSED SANITARY SEWEREXISTING SANITARY SEWERPROPOSED WATER LINEEXISTING WATER LINECHAIN LINK FENCEPROPOSED MITERED END SECTIONPROPOSED STORM SEWER SYSTEMROADWAY CENTERLINELEGENDWATER LINE SCHEDULEKEY MAPMATCH LINE A - SEE MATCH LINE A BELOWMATCH LINE A - SEE MATCH LINE A ABOVECONNECT TO BUILDING SERVICE W/ 6" C.O.FL. 44.60REFER TO ARCHITECTURAL PLANSSANITATION SCHEDULE12LIFT STATIONSEE SHEET C3.14 FOR DETAILS32" - 90° ELBOW412 LF ~ 2" PVC522.5 LF ~ 2" PVC62" - 45° ELBOW717.5 LF ~ 2" PVC887 LF ~ 2" PVC9267 LF ~ 2" HDPE DIRECTIONAL BORE10337 LF ~ 2" PVC1124 LF ~ 2" PVC126" C.O. WITH 6" X 4" WYE1312' LF ~ 6" PVC146" WYE1550' LF ~ 6" PVCCANOPY COVERED AREAHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 3.13, SHEET C3.12SIDEWALKSEE DETAIL 3.15, SHEET C3.12CONCRETE16CORE BORE EXISTING MANHOLE FORTHE 2" PVC F.M. AND 6" LATERAL SERVICEFIELD LOCATE AND CONNECT TOEXISTING 8" WATER MAIN WITH8" TAPPING SLEEVE & VALVEAT THE CONTROL TOWERS.128" X 8" TAPPINGSLEEVE AND VALVE138" D.I.P. 90° BEND14CONNECT NEW 4" SERVICETO 8" D.I.P. W/4" X 8" TEE AND 4" G.V.158" X 8" D.I.P. TEE1674 LF~ 16" D.I.P. SLEEVE.PROVIDE SPACE FOR8" D.I.P. W.M.178" X 6" REDUCER18176" C.O. AND WYE31CONFORMED SET
RED CLEVCONTROL TOWER LANETTTTTTOPEN CUT AND REPLACEDIRECTIONAL BOREDIRECTIONAL BORETRANSFORMER1W62W6APPROX. LOCATION OFNEW POWER CO. SWITCHEXISTING PULL BOXEXISTING PULL BOXArchitects 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 ELECTRICAL UTILITY PLAN PHASE 3IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650370Graphic Scale in Feet5050100N32CONFORMED SET
CHILLEREXISTING TERMINAL(SEE ARCHITECTURAL PLAN)RED CLEVELAND BLVD.PROPOSED CANOPY(SEE ARCHITECTURAL PLANS)88.83'23.95'OPEN CUT AND REPAIR111MATCH LINE C3.01www.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)S12014SIGNAGE AND STRIPING PLAN PHASE 3IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet20204016" WIDE SOLID WHITE EDGE LINEPER FDOT INDEX NO. 17346 (TYP.)9MATCH LINEPARKING SPACES PER ROWLEGENDKEYNOTES SYMBOL LEGENDKEY MAPCANOPY COVERED AREAHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 3.13, SHEET C3.12SIDEWALKSEE DETAIL 3.15, SHEET C3.12CONCRETE33CONFORMED SET
SITE BENCHMARK # 3GENERATORTRASHCOMPACTORCHILLERTRANSFORMERTRANSFORMER282828202123242418450'50'50'34'SKYWAY ADDITION(SEE ARCHITECTURAL PLAN)RED CLEVELAND BLVD.LANDSCAPED AREA(HC)(HC)(HC)(HC)141222PROTECT EXISTING LIGHTAND POLE TO REMAINEXISTING INLET TYP.EXISTING PARKINGTO REMAINEXISTING CURB ISLANDPROTECT EXISTING LIGHTAND POLE TO REMAINPROTECT EXISTING POLEAND LIGHTS TO REMAINPROPOSED FENCE 275-LF±SEE ARCHITECTURALPLANS FOR DETAILEXISTING LIGHT ANDPOLE TO REMAINLOADING AREATYP.PROPOSED SCREEN WALLSEE ARCHITECTURAL PLANS EAST PARKING LOTTOTAL SPACES = 260 (INCLUDING 8 ACCESSIBLE) SPACES1111(HC)(HC)(HC)(HC)MATCH EXISTINGPAVEMENT7.71'4.74'24'4.81'4.37'26'18'18'12'12'5'12'20'12'12'12'5'TRASH COMPACTORCONCRETE PADTRASH COMPACTORHYDRAULICS LOCATIONGENERATOR FUELTANK LOCATIONTRANSFORMER LOCATIONRELOCATEDSTAIRCASE44563333.E3.EC3.13C3.1320'20'4'20'20'4'20'20'4'20'20'10'(S)(DNE)(S)(DNE)77119www.sunshine811.comMATCH LINE C3.00WHEEL STOPSEE DETAIL 3.17, SHEET C3.13Architects 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 STRIPING PLAN PHASE 3IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet2020402341(HC)9MATCH LINESAW-CUTHANDICAP PARKING SIGNSEE DETAIL 3.10, SHEET C3.12PARKING SPACES PER ROWLEGENDKEYNOTES SYMBOL LEGENDKEY MAP4" WIDE SINGLE WHITE PAVEMENT PARKING STRIPE TYP.5' WIDE ACCESSIBLE AISLE STRIPING PAINTED ON PAVEMENTPER FDOT INDEX 17346WHITE ACCESSIBLE SYMBOL PAINTED ON PAVEMENTPER FDOT INDEX 17346CROSSWALK STRIPINGPER FDOT INDEX 1734656" WIDE SOLID WHITE EDGE LINEPER FDOT INDEX NO. 17346 (TYP.)6CANOPY COVERED AREAHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 3.13, SHEET C3.12SIDEWALKSEE DETAIL 3.15, SHEET C3.12CONCRETE ISLAND12" WIDE SOLID WHITE 4' OFFSET STRIPING788888888WHITE REFLECTIVE DIRECTIONAL ARROWS ON PAVEMENTPER FDOT INDEX NO. 17346. (TYP.)SEE DETAIL 3.19, SHEET C3.138DOUBLE SOLID WHITE LINE PER FDOT 17346934CONFORMED SET
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)S12014POST DEVELOPEMENT MILL,RESURFACING AND STRIPING PLANIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037NAREA OF PAVEMENT TO BEMILLED AND RESURFACEDLEGENDPOST DEVELOPMENT MILL AND RESURFACING PLANSCALE: 1" = 80'24" WIDE SOLID WHITE PAINTED STOP BAR,PER FDOT INDEX NO. 17346 (TYP.)KEYNOTE SCHEDULE LEGEND16" WIDE SOLID WHITE EDGE LINE,PER FDOT INDEX NO. 17346 (TYP.)2WHITE REFLECTIVE DIRECTIONAL ARROW,PER FDOT INDEX NO. 17346 (TYP.)3WHITE REFLECTIVE PAVEMENT MARKING,PER FDOT INDEX NO. 17346 (TYP.)46" WIDE SKIP WHITE LANE DELINEATION LINE,PER FDOT INDEX NO. 17346 (TYP.)56" WHITE LANE DELINEATION LINE,PER FDOT INDEX NO. 17346 (TYP.)618" WIDE WHITE DIAGONAL STRIPING,PER FDOT INDEX NO. 17346 (TYP.)7CROSSWALK STRIPING,PER FDOT INDEX NO. 17346 (TYP.)8PAVEMENT MARKING FOR CHANNELIZATION AT GORE,PER FDOT INDEX NO. 173469POST RESURFACING STRIPING PLANSCALE: 1" = 80'N35CONFORMED SET
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 Feet40408036CONFORMED SET
RESTRIKERESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTR
ICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTR
ICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITE BENCHMARK # 3GENERATORTRASHCOMPACTORCHILLERTRANSFORMERTRANSFORMERCHILLER272027272034SILT FENCELIMITS OF DISTURBANCELIMITS OF DISTURBANCEGUTTER BUDDYSEE DETAIL 3.3, SHEET C3.11GUTTER BUDDYSEE DETAIL 3.3, SHEET C3.11PROPOSED INLET PROTECTIONSEEDING/VEGETATION STABILIZATIONSOIL TYPE: X SANDArchitects 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 PREVENTIONPLAN PHASE 3IBDRBJDOJDO1" = 40'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet404080URBAN LANDSOILS BOUNDARY LINEMYAKKA AND EAU GALLIE FINE SANDSPOMELLO FINE SANDSTEMPORARY SILT FENCELIMITS OF DISTURBANCEPROPOSED FLOW LINESTOTAL DISTURBED AREA 2.26 AC.20202734SOILS LEGENDAREA SUMMARYLEGEND37CONFORMED SET
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 SHORT TERM PARKING LOT, EAST OF THE TERMINAL, REDCLEVELAND ROAD, SANFORD FLORIDA.B. SITE CONDITIONS & ACTIVITIES NARRATIVE: THE EXISTING CONDITION OF THIS SITE IS AN EXISTING PAVED PARKING LOT. EXISTINGPAVEMENT WILL BE REMOVED AND REPLACED WITH A NEW SKYWALK. THIS SITE WILLMAINTAIN THE EXISTING SLOPES. STORM DRAIN WILL BE ADDED TO THE EXISTING SWALETO INTERCEPT RUNOFF FORM THE PROPOSED DESIGN AND CARRY IT PAST THESKYWALK.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. PERMITNUMBER X, ISSUED MONTH/DAY/YEAR. (TO BE DETERMINED)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 3IBDRBJDOJDOAS NOTED10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650373.B3.BN.T.S.FILTER FABRIC INLET PROTECTION DETAIL3.2N.T.S.CURB INLET PROTECTION DETAIL3.3N.T.S.SEDIMENTATION / SILT FENCE3.4N.T.S.GEOTEXTILE BAG INLET PROTECTION DETAIL3.5N.T.S.SECTION 3.B - 3.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.PLANSECTION 3.A - 3.A3.A3.AN.T.S.TEMPORARY CONSTRUCTION EXIT DETAIL3.138CONFORMED SET
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 DETAILSIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650373'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)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.18" DIA. CONCRETEFOOTINGFINISH SURFACE3'-0"4'-0"3"6" DIA. ,CONC. FILLED#40 STEEL BOLLARD WITH1/4" YELLOW, DOMED TOPSLEEVE REQUIREDPAVEMENTTOP OF CURB3'TRANS.ELEVATION VIEWN.T.S.SIDEWALK RAMP3.6N.T.S.TYPE D CURB DETAIL3.7N.T.S.SPILL TYPE CURB AND GUTTERAT SLOPE OF PAVEMENT3.8N.T.S.HEAVY DUTY FLEXIBLE PAVEMENTCONSTRUCTION DETAIL3.13N.T.S.LIGHT DUTY FLEXIBLE PAVEMENTCONSTRUCTION DETAIL3.14N.T.S.ACCESSIBLE SIGN DETAIL3.10N.T.S.HANDICAP PARKING STALL STRIPING DETAIL3.11N.T.S.NOSE DOWN CURB DETAIL3.12N.T.S.BOLLARD DETAIL3.16N.T.S.CONCRETE SIDEWALK DETAIL3.153.D3.DN.T.S.SECTION 3.D - 3.DPAVEMENT SLOPETRANSITION FROM LOW POINT OFGUTTER TO SLOPE OF PAVEMENT10"*L.P.6"6"6"8"10"1.0'1.5'* FOR LOW POINT OF TYPE F CURB AND GUTTER39CONFORMED SET
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 DETAILSIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037NOTE: 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.2" MIN.3" MAX.12"6' 0"No. 4 BARS, 18" LONG(TWO PER GUARD4"MIN5"MAX3"MAX2"MIN6"MAX5"MIN5"MAX4"MIN5/8"OR 3/4"HOLES1/4"PITCH 2"R CAST ORRUBBED (TYP)OPTIONAL2.0' TYP.2'PER PLANPER PLANN.T.S.CONCRETE WHEEL STOP3.17N.T.S.STOP BAR DETAIL WITH SIGNAGE3.18N.T.S.TRAFFIC FLOW ARROWS3.19DOUBLE CHECK ORREDUCED PRESSURE ZONEDETECTOR ASSEMBLY ASAPPROVED 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 TO90° BEND OR RESTRAINEDBACK TO VALVE ASREQUIRED 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 BYPASSOPENCAST 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.IP-71 INDICATOR POST3.22N.T.S.DOUBLE CHECK OR REDUCEDPRESSURE ZONE DETECTOR ASSEMBLY3.2340CONFORMED SET
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)S12014LIFT STATION DETAILSIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037R513R5CPL4CR4PL3R3CPL2CR2PL1R113R11OFF2R1864LEAD331R2R1145LAG631R38HIGH75 AMP24V120VC***PHASE MONITOR CONTACTS NOT USED ON 1 PHASE CONTROLS*FUSE USED ON 460V, NOT USED ON 230V CONTROLSMS2A65OFFAUTOTESTR3R21R435R58FLALT.T.S.OLMS2HOAPMT.T.S.RL22KOLMS1HOAMS1ARL12K10 AMP5 AMPCCBDRBETMCCETMALT8 7218686120VTBMB1 MS1 OLMB2 MS2 OLTO CONTROLSXFMR750 VA120V480V6 AMPPM 1 AMPEMERGENCYMAINMMRGLAPUMP DATAMIN. SOLID SIZE: 2"PHASE: 3ØDISCHARGE SIZE: 2"NOMINAL SIZE: 6"MODEL: NP3127SH3-249MIN. SHUT OFF HEAD 40.83 FT.OPERATING CONDITIONS SHALL BE 111 G.P.M. 107 FT. THDHORSEPOWER: 11VOLTAGE: 460VSPEED: 3495 R.P.M.IMPELLER NO.: 5 3/4" DIA.MANUFACTURER: XYLEMLIFT STATION DATACONST.ELEV. ATDIMENSIONSTATIONSPUMPINGELEV. YELEV. XELEV. WELEV. VELEV. UELEV. TDIM SDIM RDIM QDIM PDIM NDIM MDIM LDIM KDIM JDIM HDIM GDIM FDIM EDIM DDIM CDIM BDIM AELEV. UELEV. VELEV. WELEV. XLEAD-LAG SEQUENCEBOTH PUMPS OFF-ALSO ALTERNATELEAD PUMP ONLAG PUMP ON & ALARM LIGHTAUDIBLE ALARMELEV. TGRAVELINV. = 44.4050.5043.8343.3341.8340.8338.8312.0'6.0'11.0'1.0'3.0'3.5'4.0'1.0'13.5"2.0'10.5"4"6"2'6"N.T.S.LIFT STATION DETAIL3.20CROSS SECTION3.F3.F3.FINSET NO. 1N.T.S.PLANPLANSECTION#6 DIA. REBARS48"30"15"12"ACCESSDOORCONCRETE TOPCONCRETE TOP8"#6 DIA. REBAR @ 9" O.C.E.W.N.T.S.WET WELL TOP CONSTRUCTION DETAIL3.21SQQPLKLKPLUG VALVEWYENOTE: ALL FITTINGS TO BE RESTRAINED AS REQUIREDPRESSURE GAUGEAND VALVEREINFORCED CONCRETEVALVE VAULTJHOUTLINE OF CONCRETE SLAB(TOP OF LIFT STATION)OUTLINE OFACCESS OPENINGSPRING AND LEVERCHECK VALVEPLUG VALVE2" D.I. FLOOR DRAINFLEXIBLE COUPLINGVENTCABLE HOLDEROUTLINE OF ACCESS OPENINGCONTROL PANELWET WELLSUBMERSIBLE,REMOVABLE PUMPSDDEEFG36" MIN.24"ADJUSTABLE C.I. VALVE WITHCOVER MARKED "SEWER"EMERGENCY PUMP OUT MALE CAM-LOCK IN COMPANION FLANGE ORADAPTER WITH FEMALE CAM-LOCKWITH LOCKING EARS OR IN ACCORDANCEWITH OWNER'S REQUIREMENTSEMERGENCY PUMP CONNECTIONIN BROOKS CONCRETE METER BOXNO. 66-T OR EQUIVALENT. 12" MIN.CLEARANCE ON ALL SIDES.EMERGENCY PUMP OUTMUST LINE SIZE WITH PLUGPLUG VALVELEVER ACTUATED72" X 48" SINGLE DOORALUMINUM COVERD.I. PIPE4" HOODED VENT CAP"JOSAM" NO. 26704 ORAPPROVED EQUALALARM LIGHT ON TOPCONTROL PANEL "NEMA 3R"ALUMINUM OR STAINLESS STEEL,2 DOORS (DEAD-FRONT DOORW/ PAD LOCK AND HASPAUDIBLE ALARM SILENCER BUTTONEMERGENCY POWER RECEPTACLE(JRE 4100 PYLE NATIONAL)JUNCTION BOX WITHGAS TIGHT SEAL2-3" GALVANIZED PANELSUPPORTS WITH CAPSQUICK SERVICE DISCONNECTWITH BREAKERSALARM BELL(6" WEATHERPROOF UNIT)METERLIGHTNING ARRESTOR AHEADOF CONTROL PANEL(G.E. OR APPROVED EQUIVALENT)3/4" HOSE BIB W/ BACKFLOWPREVENTER (LOCKWING STOP ANDGALV. RISER STRAPPED TO PANEL POLE)CONCRETE SLAB1" POLY WATER SERVICE48" X 36" SINGLE DOORALUMINUM COVERHINGE3-2" P.V.C.CONDUITSPOWERCABLESEE INSET 1PRESSURE GAUGEAND VALVESPRING & LEVERCHECK VALVE2 COATSBITUMASTICCONCRETE COLLARRISER PIPE SAMESIZE AS WYEMJ TEEFLANGED X PEPLUG VALVE AND BOXALL PIPE AND FITTINGS SHALL BEHDPE OR RESTRAINED JOINT PVCD.I. / P.V.C. ADAPTOR-' DUCTILE IRON PIPE (M.J.)6"12"12"2" D.I. FLOOR DRAINFLAPPER DRAIN-" DUCTILE IRON PIPE (FLANGED) EPOXY COATED- X - ECCENTRIC INCREASER6" MIN. THICKNESS W/ 2 COATS BITUMASTIC(16 MILS. THICK)BOTTOM SLABS.S. ANCHOR BOLTS3-14" MIN. DIA.6"MBASE AND FIRST SECTION TO BEMONOLITHIC TO HEIGHT OF 2'"ROTO" FLOAT LIQUID LEVELCONTROLS OR APPROVED EQUALCONCRETE FILLET (TYP.)SEAL AROUND PIPE W/ NON-SHRINKINGGROUT OR RUBBER BOOT(KOR-N-SEAL, A-LOK OR EQUIVALENT)2" DIA. HEAVY WALL ALUMINUMPIPE OR STAINLESS STEEL GUIDES3/8" STAINLESS STEEL LIFTING CABLE4'-0"6"2'-6"A6"5'-0" MIN.2" GROUTC21N3"WET WELL WALL2 EA. MECHANICAL JOINT GLANDSW/ RUBBER GASKET CENTERED INWALL PRIOR TO GROUTINGNON-SHRINKING GROUTFLANGED 90° BENDS (TYP.)NOTES:1. ALL CORNERS OF LIFT STATION TRACT SHALL HAVE SURVEY STAKESIN PLACE AND ALL UNPAVED AREAS SODDED PRIOR TO FINALINSPECTION.2. DIM. "R" SHALL BE ADEQUATE TO ALLOW REMOVAL OF CHECK VALVESPINDLES, BUT IN NO CASE LESS THAN 12"3. ALL EXPOSED METAL, EXCLUDING STAINLESS STEEL OR ALUMINUMMATERIALS, SHALL BE PAINTED WITH (2) COATS OF EXTERIOR, OILBASE, ENAMEL PAINT.4. PRESSURE GAUGES SHALL BE STAINLESS STEEL WITH A STAINLESSSTEEL DIAPHRAGM, 4-1/2" DIAL AND HAVE SUFFICIENT RANGE TOREAD 20% ABOVE THE DESIGN HEAD CONDITION.5. VALVE VAULT SHALL HAVE (2) COATS TAR EPOXY 9 MILS THICK INSIDEAND OUTSIDE.6. ENGINEER SHALL DETERMINE STRUCTURAL STEEL REINFORCEMENTAND SUBMIT APPROVED SHOP DRAWINGS TO COUNTY.7. ACCESS DOOR SHALL BE 1/4" THICK ALUMINUM FLOOR PLATEREINFORCED TO 150 P.S.F. LIVE LOAD. DOOR SHALL HAVE FLUSHALUMINUM DROP HANDLE AND AN AUTOMATIC HOLD OPEN ARM WITHRELEASE HANDLE. DOOR SHALL INCLUDE RECESSED PADLOCK.GRADEELEV. YSLOPE TO DRAIN41CONFORMED SET
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40'NorthGRAPHIC SCALE IN FEET0'20'80'3-CE104ELECTRICAL DEMOLITION PLAN (1 OF 2)NOTES:GRAPHIC5555 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.H.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.01MATCHLINE 3-CE104A33 8-25-2017 ADDENDUM 370CONFORMED SET
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9TAXIWAY R114CCR115RRCNE119C11718 36NE 40'NorthGRAPHIC SCALE IN FEET0'20'80'GRAPHIC5555 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.H.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.013-CE105ALIGHTING AND CIRCUTING PLAN (2 OF 2)DESIGN CRITERIA:MATCHLINE 3-CE10533 8-25-2017 ADDENDUM 372CONFORMED SET
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5.9 7.3 8.3 8.0 7.8 0.07.27.56.9 6.25.14.43.7 3.2 2.7 2.2 1.91.71.61.5 1.41.3 1.3 1.2 1.2 1.2 1.21.1 1.1 1.11.0 1.0 0.9 0.9 0.8 0.8 0.7 0.70.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.01.11.2 1.3 1.31.51.61.71.9 2.1 2.3 2.7 3.2 3.84.55.6 7.0 8.4 8.7 7.6 0.05.4 7.711.19.5 7.2 6.1 4.9 3.9 3.1 2.5 2.1 1.8 1.61.51.3 1.3 1.2 1.21.1 1.11.0 1.0 1.0 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.6 0.60.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.9 0.9 1.01.1 1.11.2 1.31.51.6 1.8 2.0 2.2 2.6 3.0 3.6 4.35.46.8 8.4 9.5 9.3 0.06.4 11.315.312.99.9 8.0 5.94.53.4 2.7 2.2 1.8 1.61.41.3 1.21.1 1.11.0 1.0 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.50.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.9 1.01.1 1.11.21.4 1.51.6 1.9 2.1 2.4 2.9 3.4 4.2 5.2 6.7 8.7 10.311.211.811.57.7 5.54.9 6.3 8.2 10.812.512.711.39.1 6.5 4.8 3.6 2.8 2.2 1.9 1.61.41.3 1.21.11.0 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.50.2 0.2 0.2 0.2 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3.94.7 5.76.7 7.6 8.0 8.0 6.55.55.35.45.6 5.8 5.9 5.85.44.8 4.0 3.4 2.8 2.3 1.9 1.6 1.3 1.2 1.0 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.30.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.9 1.01.11.31.51.8 2.2 2.7 3.2 3.84.45.0 5.6 6.2 6.2 5.2 4.64.4 4.54.6 4.64.5 4.44.2 3.8 3.3 2.9 2.4 2.01.7 1.41.21.11.0 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.30.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.21.41.6 1.9 2.2 2.6 3.1 3.4 3.8 4.34.7 4.74.3 3.7 3.6 3.7 3.7 3.7 3.6 3.4 3.3 3.0 2.7 2.3 2.01.7 1.51.31.11.0 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.30.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.8 0.9 1.0 1.21.41.6 1.9 2.2 2.4 2.7 3.1 3.4 3.6 3.6 3.4 3.0 2.9 3.0 3.0 2.9 2.8 2.7 2.6 2.4 2.2 1.91.7 1.51.31.11.0 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.20.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.21.41.6 1.8 2.0 2.3 2.5 2.6 2.7 2.8 2.7 2.4 2.4 2.4 2.4 2.3 2.3 2.2 2.1 1.9 1.8 1.61.41.31.11.0 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.20.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.2 1.31.5 1.71.9 2.0 2.1 2.1 2.1 2.1 2.1 1.9 1.9 1.9 1.9 1.9 1.81.71.61.51.3 1.2 1.0 1.0 0.9 0.8 0.7 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.20.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.01.11.31.5 1.51.6 1.61.7 1.7 1.7 1.7 1.51.6 1.6 1.6 1.61.5 1.41.3 1.21.11.0 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.20.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.8 0.91.1 1.11.2 1.3 1.3 1.3 1.3 1.31.41.3 1.3 1.3 1.3 1.3 1.3 1.3 1.21.11.0 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.20.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.01.1 1.1 1.1 1.1 1.1 1.1 1.1 1.11.01.1 1.1 1.1 1.11.00.9 0.9 0.8 0.70.70.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.20.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.5 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinBASIC APRONIlluminanceFc1.2915.30.0N.A.N.A.MID WAY BETWEEN PILL BOX AND RUNIlluminanceFc0.632.20.23.1511.00NORTH SOUTH MIDWAY OF NEW GATEIlluminanceFc1.749.80.117.4098.00NORTH SOUTH RUN WEST OF NEW GATEIlluminanceFc0.000.00.0N.A.N.A.GRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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.H.W.M.S.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.011200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.01GRAPHIC SCALE IN FEETNorth20'80'40'0'73CONFORMED SET
PFF & PSAF FIXTURE DATASITE LUMINAIRE SCHEDULESymbol Qty LabelArrangementTotal Lamp LumensLLFDescription2PFASTRIPPLESEE MHVoltagePHOTOMETRICS2SINGLESEE 1.02 @ 35'UVPHOTOMETRICS2PFF2 @ 75'(6) FIXTURES PFF-230L-700-NW-G1-RMLIGHT POLE NOTES1. ALL NEW POLES ARE 35' PER PLAN INCLUDING 24" HIGH FOUNDATION. POLES ARE 5"x5" SQUARE ALUMINUM, FINISHED INBLACK. FIXTURE AND POLE SUPPLIER SHALL VERIFY ALL POLE DATA INCLUDING MINIMUM 24" DIA.x 24" HIGH CONCRETEFOUNDATION DETAIL AT TIME OF ORDER.(6) FIXTURES PFAS-138L-700-NW-G1-4PFASTRIPPLESEE PHOTOMETRICS2 @ 35'1.01.0UVUV(2) FIXTURES PFAS-138L-700-NW-G1-4GRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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.H.W.M.S.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.011200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.0174CONFORMED SET
N.T.S.TYPICAL PARKING LOT LIGHT POLEFOUNDATION: ELEVATIONN.T.S.TYPICAL PARKING LOT LIGHT POLEFOUNDATION: PLAN VIEWFOUNDATION NOTES1. PROVIDE 2'-0" DIAMETER PRECAST FOUNDATIONS WITH 6'0"MINIMUM EMBEDMENT AND REINFORCED WITH (6) #5VERTICALS (EQUALLY SPACED) AND #3 STIRRUPS SPACED AT1'-0" OC (MAX.).2. THE MINIMUM BAR CLEAR COVER SHALL BE 3" AND ALLEXPOSED EDGES SHALL HAVE A 3/4" CHAMFER.3. PROVIDE 40" LONG ASTM F1554 OR MFR APPROVED ANCHORRODS WITH DIAMETER MEETING THE REQUIREMENTS OF THEAPPROVED POLE BASE DESIGN, (SEE POLE DATA DETAILS THISSHEET).4. TERMINATE ANCHOR RODS EMBEDDED ENDS WITH NUT ORMIN. 4" 90° BEND.5. FOLLOWING THE INSTALLATION OF THE FOUNDATION,CONTRACTOR SHALL COMPACT THE SURROUNDING SOILS TO95%OF STANDARD PROCTOR.6. REFER TO PLAN DETAILS FOR HEIGHT OF FOUNDATION ABOVEFINISHED GRADE/PAVEMENT FOR TOTAL LENGTH OF PRECASTFOUNDATIONS.PFAS 33' LIGHT POLE DATATYPICAL, SEE MFR SUBMITTALGRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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.H.W.M.S.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.011200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.0133'75CONFORMED SET
GRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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.H.W.M.S.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.011200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.01TYPICAL INSTALLATION DETAIL FOR L-867BTELESCOPING BASE CAN IN TURFL-867 BASE CAN - PLAN VIEW#TYPICAL L-867B TELESCOPING BASE CANTYPICAL INSTALLATION FOR L-867B TELESCOPINGBASE CAN IN NEW ASPHALT PAVEMENTSECTION A-AQQQQQQQQQ#76CONFORMED SET
GRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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.H.W.M.S.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.011200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.01SEMI-FLUSH FIXTURE NOTES:REBAR DETAIL FOR ALL L-868 BASE CANSTYPICAL L-868B BASE CANPLAN A-AMAXIMUM SEMIFLUSH - FLUSH FIXTURE HEIGHTPLAN B-B77CONFORMED SET
GRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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.H.W.M.S.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.011200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.01QDIRECTIONAL BORE CONDUIT AND BASECAN DETAIL NEW INPAVEMENT FIXTURE INEXISTING ASPHALT PAVEMENT W/OOVERLAYALTERNATE CONDUIT ENTRY FORDIRECTIONAL BORE DUCTDETAIL "A" FOR BASE CAN INSTALLATIONIN PCCSECTION A - BASE CAN DETAIL NEWINPAVEMENT FIXTURE IN NEW PAVEMENTWITHOUT OVERLAYGENERAL NOTES:SUGGESTED DIRECTIONAL BOREFIXTURE INSTALLATION SEQUENCE78CONFORMED SET
NOTES:NOTE:ID MARKER NOTES:TYPICAL L-823CONNECTOR SCHEMATICLIGHTING CONNECTION SCHEMATICTYPICAL L-824 CABLE TAGGING AND L-823CONNECTOR INSTALLATION SEE NOTESTYPICAL SERIES LIGHTING CIRCUITSECTION A-AID MARKER DETAIL FOR LIGHTFIXTURE, MANHOLE, ETC.SECTION B-BAATYPICAL L-824CABLE ID TAGTYPICAL L-824 SECONDARY CABLECONNECTOR DETAILTYPICAL L-824 (5 kV) CABLE L-823CONNECTOR DETAILGRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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.H.W.M.S.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.011200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.0179CONFORMED SET
NOTES:⨁”DETAIL ''A''SECTION A-ARIGHT SIDE VIEWDETAIL ''A1''GRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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.H.W.M.S.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.011200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.0180CONFORMED SET
THREE MODULE SIGN PLAN VIEWTHREE MODULE SIGN FRONT VIEWCCGRADING AND FILL DETAILNOTE:SIGNCENTERLINEADHESIVE I.D. LABEL (TYP.)2 2 8RIGHT SIDE VIEWMODE 1 & 2, 200 MPH (STANDARD)CONFIGURATION MOUNTING DETAILGRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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.H.W.M.S.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.011200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.0181CONFORMED SET
AASECTION A-A DETAIL13X24 HUBBEL B19132424AJIEK22 JUNCTION/PULL BOXNOTES:GROUNDING REQUIREMENTS OF ELECTRICAL JUNCTION/PULL BOX#QJUNCTION/PULL BOX COVER DETAILGRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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.H.W.M.S.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.011200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.0182CONFORMED SET
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTCORRIDORSKYWAY POD 2CORRIDORSKYWAY POD 3A3 60/119GATE 3TAXIWAY CA3 53/104GATE 2A3 60/119GATE 4A3 60/119GATE 1GRAPHIC SCALE IN FEETNorth15'60'30'0'GRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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.H.W.M.S.S.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.011200 RED CLEVELAND BLVD. SANFORD, FL 32773H.W.M.M.S.A.H.W.M.S.S.7/14/20172015.128.0183CONFORMED SET
CORRIDORSKYWAY POD 2CORRIDORSKYWAY POD 3RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTA3 60/119GATE 3TAXIWAY CA3 53/104GATE 2A3 60/119GATE 4A3 60/119GATE 1GRAPHIC SCALE IN FEETNorth15'60'30'0'GRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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# DATEDESCRIPTIONBYArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.1200 RED CLEVELAND BLVD. SANFORD, FL 32773Z.PK.D.Z.PZ.P.GRAPHIC11/02/20162015.128.01ZEMP B. PEPPER, P.E.84CONFORMED SET
GRAPHIC5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.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# DATEDESCRIPTIONBYArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.1200 RED CLEVELAND BLVD. SANFORD, FL 32773Z.PK.D.Z.PZ.P.GRAPHIC11/02/20162015.128.01ZEMP B. PEPPER, P.E.PCA UNIT INSTALLATION DETAIL01REMOTE CONTROL BOX DETAIL02HOSE BASKET DETAIL03TEMPERATURE SENSOR PROBE DETAIL0485CONFORMED SET
SITE BENCHMARK # 2SITE BENCHMARK # 1SITE BENCHMARK # 3SITE BENCHMARK # 5SITE BENCHMARK # 4GENE
R
A
T
O
R
(LTO)(S)(SVO)(ST)(SVO)(ST)(NLT)GENERATORSG2SG2SG2
SG2SG2SG2SG2SG2
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 10:02am 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 31"=100'SCALE: 1"= 100'50 1002000Know what'sRL3.00RED CLEVELAND BLVD.HANGAR RD.AIRLINE AVE.AIRPORT RD.386CONFORMED SET
SITE BENCHMARK # 2L1TREESPLANT LIST - PHASE 3SYM. COMMON NAMEBOTANICAL NAMEDESCRIPTIONQTYPS SYLVESTER PALMPHOENIX SYLVESTRIS65 GAL., MIN. CLEAR TRUNK HT. NOTED ON PLAN,CLASSIC CUT12CH EUROPEAN FAN PALMCHAMAEROPS HUMILIS65 GAL., 5'-6' OA12GROUNDCOVERPA IMPERIAL BLUE PLUMBAGOPLUMBAGO AURICULATA 'IMPERIAL BLUE'3 GAL., FULL, 30" O.C.130SHRUBS SR ORANGE BIRD OF PARADISESTRELITZIA REGINAE15 GAL., 36" HT., 5 PPP29EX EXISTING PALMS AND TREES-VO SWEET VIBURNUMVIBURNUM ODORATISSIMUM7 GAL., 30" MIN. HT., 36" O.C.80PR PYGMY DATE PALMPHOENIX ROEBELENIIFG, 8' MIN. HT., TRIPLE9LI CRAPE MYRTLELAGERSTROEMIA INDICA 'DYNAMITE'65 GAL.,3.5" CAL., 8' MIN. HT., 4' SPRD., STD. TRUNK6LCP PURPLE PIXIE LOROPETALUM LOROPETALUM CHINENSIS 'PURPLE PIXIE'3 GAL., 14" MIN. HT., 14" SPRD., 30" O.C.115BF BULBINE "DESERT CANDLES" BULBINE FRUTESCENS1 GAL., FULL, 18" O.C.155CV LIL JOHN BOTTLE BRUSHCALLISTEMON VIMINALIS3 GAL., 12" MIN., 12" SPRD., 36" O.C.45EX EXISTING PALM RELOCATED-LJ1JAPANESE LIGUSTRUMLIGUSTRUM JAPONICUM TREE FORM 65 GAL., 3.5" CAL. MIN., 8' HT., 4' SPRD. 15SA SCHEFFLERASCHEFLERA ARBORICOLA 'TRINETTE'7 GAL., 24" MIN. HT., FULL, 30" O.C.39NOTES - LANDSCAPE AREA 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.7. CONTRACTOR TO VERIFY IRRIGATION SYSTEM AND PROVIDE IRRIGATION FOR ALL NEW PLANT MATERIAL AND SOD.SOD ST. AUGUSTINE GRASSSTENOTAPHRUM SECUNDATUMSOLID SOD, CONTRACTOR TO VERIFY QTY.AA LILY OF THE NILEAGAPANTHUS AFRICANUS3 GAL., FULL., 24" O.C.148MC MUHLY GRASSMUHLINBERGIA CAPILLARIS3 GAL., FULL, 24" O.C.371LEGENDSG - BOLLARD LIGHT PROPOSED - REFER TO ELECTRICAL PLAN 3-SW-E203SE - UP LIGHT PROPOSED - REFER TO ELECTRICAL PLANS 3-SW-E200 & E201NOTE:1. REFER TO ELECTRICAL SHEETS FOR ELECTRICAL CIRCUITS FEEDING SITE LIGHTING.2. SITE LIGHTING FIXTURES TO HAVE CONCRETE BOXES. ROUTING OF BRANCH CIRCUITS SHALL BE IN PVC CONDUITS.AZ VARIEGATED SHELL GINGERALPHINIA ZERUMBET VARIEGATA3 GAL., FULL., 3PPP, 30" O.C.58GENERATORTRASHCOMPACTORCHILLERTRANSFORMERLCP13PA26PA26PA27PA27PA24AA18AA23LCP35LCP24LCP17BF5BF5BF5BF5BF5BF19CV14SODSODSODSODT3B2B2B2AA12LCP13AA12LCP10LCP3AA8AA34AA41VO43VO14VO10VO13SA8PROPOSED SKYWALKSR3SR3SR3SR3SR3SR3SR3SR2SR3SA5MC148MC14MC37BF55SESESESESESESESESGSGSGSGSGSGSGSGSGSGSGSGSESESESESESESESESESESESESESECV31MC172SA26REFER TO ELECTRICALSHEET 3-SW-E201REFER TO ELECTRICALSHEET 3-SW-E200REFER TO ELECTRICALSHEET 3-SW-E203REFER TO ELECTRICALSHEET 3-SW-E200EXISTING PALMS (3) TO BE REMOVEDEXISTING PALM TO REMAINEXISTING PALMSTO BE RELOCATEDEXISTING PALMS TO REMAINEXISTING CRAPE MYRTLES TO REMAINEXISTING PINE TREE TO REMAINEXISTING SIDEWALKPROP. TRASH RECEPTACLEEX. 11" PALMS RELOCATEDEX. 9" PALM RELOCATEDEXISTING SIGN TO BE RELOCATED10' HEIGHT10' HEIGHT10' HEIGHT10' HEIGHT10' HEIGHT10' HEIGHT10' HEIGHT10' HEIGHT12' HEIGHT12' HEIGHTPROP. BOLLARD LIGHTINGTYP. REFER TO ELECTRICALPLANS11" PALM11" PALM9" PALM11" PALM11" PALM10" PALMEXISTING LIGHT POLETO REMAINEXISTING LIGHT POLETO REMAINPROP. MULCH TYP.PROP. MULCH TYP.PROP. MULCH TYP.EXISTING LIGHT POLETO REMAINAZ58J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Aug 09, 2017 - 4:32pm 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 31"=20'Key MapSCALE: 1"= 20'10 20400Know what'sRPHASE 3 LANDSCAPE AREA 1LANDSCAPE AREA 1SCALE: 1" = 20'3108/11/17DRB87CONFORMED SET
SITE BENCHMARK # 2 L1
SYLVESTER PALMMATURE SIZE HEIGHT 40'-50', CROWN 10'-15'SYLVESTER PALMPLANTED CLEAR TRUNK HEIGHT 12'CRAPE MYRTLEMATURE HEIGHT 15'J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 10:03am 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 31"=5'Key MapSCALE: 1"= 5'5100PHASE 3 ELEVATION EAST - SIGNELEVATION EAST - SIGNSCALE: 1" = 5'388CONFORMED SET
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 10:03am 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 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 3OVERALL 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.3LANDSCAPE 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.89CONFORMED SET
9.7'5.0'16.3'9.0'16.3'15.0'9.0'15.0'5.0'1.5'1.5'3.2'1.5'1.5'3.2'3.2'1.5'1.5'EXISTING SIDEWALKT2B2B2B22.5' X 2.5' CONCRETEPAD FOR TRASHRECEPTACLEEXISTING PARKING LOTPROPOSED SCORE JOINT TYP.PROPOSED SCORE JOINT TYP.PROPOSED EXPANSION JOINT TYP.PROPOSED EXPANSION JOINT TYP.PROPOSED EXPANSION JOINTLENGTH OF PROPOSEDSIDEWALKPROPOSED EXPANSION JOINTLENGTH OF PROPOSEDSIDEWALK5.0'PROPOSED EXPANSION JOINT TYP.BENCH TYP.PROPOSED SCORE JOINT TYP.PROPOSEDEXPANSION JOINT TYP. 2 4 3SITE BENCHMARK # 2L1J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 HSP.dwg Jun 15, 2017 - 10:04am 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.MDSMDSDRBMDS10/07/15S12014 HARDSCAPE PLANPHASE 31"=10'Key MapPHASE 3HARDSCAPE AREA 1SCALE: 1"= 10'510200HARDSCAPE AREA 1SCALE: 1" = 10'390CONFORMED SET
B2 BENCH0.73' TO BACK OF BENCHEXPANSION JOINTPROP. SIDEWALK9.0'3.2'CONCRETE PADBENCH4" CONCRETE PAD MINIMUM 3000 PSI,SIDEWALK SECTION TO CONTINUETHROUGH BENCH AREASBRONZE ANCHOR BOLT W/ EXPANSIONSHIELD 3" INTO CONC. PAD.4" AGGREGATE BASE TO 95% STD. LABTESTINGBENCH ANCHOR DETAILJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 HSP.dwg Jun 15, 2017 - 10:05am 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.MDSMDSDRBMDS10/07/15S12014 HARDSCAPE DETAILSPHASE 3NTSSCALE: 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 DETAILSCALE: NTSNOTES:B2 = DUMOR INC., (OR APPROVED EQUAL)1. MODEL 194-60, 6' BENCH, COLOR BY OWNER,SURFACE MOUNT2. ATTACHMENT BY EXPANSION BOLTSB2 - BENCH 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 PAD231B2-BENCH PAD ON CONCRETE LAYOUTNOTE:SEE HARDSCAPE PLAN FOR DIMENSIONS PERTAINING TO EACH BENCH AREA.CONTINUE SIDEWALK SECTION THROUGH THE BENCH PAD.SCALE: NTSB2-BENCH PAD ON CONCRETE DETAIL4AB4. 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 CIVIL5CONTINUE CONCRETE SIDEWALK /SLAB SECTION THROUGH 14" X 14"CONCRETE SLAB FOR BOLLARDINSTALLATION. CENTER BOLLARDON SLAB.91CONFORMED SET
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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
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SITE BENCHMARK # 2L1GENERATORSITE BENCHMARK # 3SITE BENCHMARK # 3INSTALL TWO 1804 SPRINKLERS WITH 8-Q NOZZLES ATEACH OF THESE 3 RELOCATED PALMS AND CONNECTTO THE NEAREST TURF ZONE PIPING. (FIELD LOCATE.)8''8''3''3''8''3''3''INSTALL 34'' PVC PIPING FROM VALVE #C-11,COMMON, TO ALL TREE SPRAYS IN PHASE 3(48 EA.)DO NOT CONNECT TO ANY OTHER PIPING.PROGRAM THIS VALVE TO OPERATECONCURRENTLY WITH OTHER VALVES.J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 10:07am 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.MDSMDSDRBMDS10/07/15S12014IRRIGATION PLANPHASE 31"=20'Key MapSCALE: 1"= 20'10 20400Know what'sRPHASE 3 IRRIGATION AREA 1IRRIGATION AREA 1SCALE: 1" = 20'393CONFORMED SET
LRSLRSPEJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 10:07am 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.MDSMDSDRBMDS10/07/15S12014IRRIGATION LEGENDPHASE 3NTSKnow what'sRIRRIGATION LEGEND394CONFORMED SET
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 - 10:07am 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.MDSMDSDRBMDS10/07/15S12014IRRIGATION DETAILSPHASE 3NTS395CONFORMED SET
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 - 10:08am 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 3NTSIRRIGATION 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 HEADS396CONFORMED SET
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BOS BOS BOS BOSBOSBOSXXXXX
XXX
X
XX
X
XX
XXX XBENCH
BENCHBENCHBENCHBENCHBENCHBENCH
BOCEOP
BOCEOP
BOC
EOP
BOCEOP
STAORINGNDLANEFIRENO PARKINGGENERATOR
BENCH
BENCH EXISTING BAREXISTING RESTAURANTDRIVE
EXISTING WELCOME CENTER
ENTRANCE ROAD
EXISTING TERMINAL "A"EXISTING TERMINAL "B"
3-IB-AD101
1
3-IB-AD401
1
3-IB-AD401
2
EXISTING PARKING GARAGE
DEMOLITION PLAN LEGEND
ITEMS TO DEMOLISH
ITEMS TO REMAIN
1. 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 OR
NOT, AND PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR ALL
EXPENSE OF
REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY
OPERATIONS 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 AND
PREPARE 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 EXISTING
STRUCTURES TO MAINTAIN STRUCTURAL INTEGRITY. DO NOT CUT, MODIFY OR
DAMAGE STRUCTURAL MEMBERS.
13. SELECTIVE DEMOLITION MAY NOT BE INDICATED IN ALL AREAS WHERE IT MAY BE
NECESSARY TO DEMOLISH ALL OR PART OF AN EXISTING BUILDING COMPONENT TO
GAIN ACCESS TO AREAS FOR TIE-IN TO BUILDING SYSTEMS, OR WHICH MAY BE
REQUIRED TO INSTALL PROPOSED CONSTRUCTION INDICATED ON THE DRAWINGS.
DEMOLITION FOR THESE PURPOSES SHALL BE DONE AT NO ADDITIONAL COST TO
THE
OWNER AND THE AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR
PROPOSED CONDITION.
14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN THIS DEMOLITION AND
SHALL REPAIR AT HIS COST ANY ADJACENT CONDITIONS WHICH ARE DAMAGED AS A
RESULT OF THIS DEMOLITION.
15. PROTECTION: PERFORM DEMOLITION WITH THE LEAST IMPACT ON EXISTING
FACILITIES STILL IN USE, PROVIDE SUPPORT TO ALL STRUCTURAL MEMBERS. ERECT
DUST BARRIERS TO ELIMINATE THE SPREAD OF DUST, FUMES OR SMOKE TO
OCCUPIED AREAS.
16. PROTECT ALL EXISTING FLOOR FINISHES (TILE, CARPET, ETC.) ADJACENT TO
DEMOLITION AREAS.
17. AS A PART OF THIS PROJECT PROVIDE FOR PATCHING AND INFILL OF ALL
EXISTING
NON-COMPLIANT OPENINGS AND PENETRATIONS IN RATED WALLS AND FLOOR
SEPARATIONS WITHIN THE LIMITS OF THE PROJECT AREA AND EXTENDING 5 FEET
BEYOND THE PROJECT AREA IN ALL DIRECTIONS. PATCHING AND INFILL SHALL
MATCH
EXISTING RATED CONSTRUCTION AND MEET CODE REQUIREMENT FOR SEALING OF
PENETRATIONS.
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 THE
DRAWINGS.
27. ELECTRICAL SWITCHES AND WALL OUTLETS ON WALLS TO BE REMOVED, SHALL BE
DISCONNECTED AND REMOVED TO NEAREST JUNCTION BOX OR SUPPLY PANEL.
28. REMOVE WALL COVERINGS, PANELING, ETC. FROM WALLS INDICATED ON
DRAWINGS
29. VERIFY PLACEMENT OF REFUSE CONTAINER WITH LOCAL BUILDING AND SAA
AIRPORT OFFICIALS.
32. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION
OPERATIONS 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
ARCHITECT
OR GOVERNING AUTHORITIES. RETURN ADJACENT AREAS TO CONDITION EXISTING
PRIOR TO THE START OF THE WORK.
36. CONTRACTOR TO VERIFY IN FIELD, AND NOTIFY ARCHITECT, IF ANY LOAD BEARING
CONDITIONS EXIST IN PARTITION WALLS TO BE REMOVED.
37. G.C. TO COORDINATE ALL NOISY AND OTHERWISE DISRUPTIVE DEMOLITION SHALL
BE COMPLETED WHEN THE ADJACENT TENANTS ARE CLOSED.
38. G.C. TO INSURE THE CONDITION OF THE FLOOR BY PATCHING AND LEVELING TO
OBTAIN 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 CONDITION
AND ALL DIMENSIONS HEREIN.
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:40:37 PM3-GD-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE DEMOLITION PLAN - INBOUND - 1STFLOOR07-14-2017S12014 1/64" = 1'-0"1 COMPOSITE DEMOLITION PLAN - 1ST FLOOR N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
F.I.S.
CUSTOMS
TERMINAL B
TERMINAL A
PHASE 3 DEMOLITION
GENERAL NOTES:
PHASE 3 DEMOLITION TO INCLUDE, BUT NOT LIMITED TO:
1. TERMINAL A 1ST AND 2ND FLOOR
2. TERMINAL A ADJACENT PARKING AREAS
CONTRACTOR TO DEMOLISH / REMOVE ALL EXISTING ITEMS TO
PREPARE FOR NEW WORK TO BE COMPLETED. CONTRACTOR
TO RETURN ALL EQUIPMENT, MARKED AS SUCH 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 FOR MAINTAINING EXISTING
AIRPORT SECURITY BARRIERS. CONTRACTOR WILL BADGE ALL
OF ITS EMPLOYEES (AT CONTRACTORS EXPENSE) AND
FOLLOW ALL SAA AND TSA REGULATIONS.REVISIONS#DATEDESCRIPTIONBYGENERAL 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.
97
CONFORMED SET
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shredder copier
printerhp 8550
EXISTING PARKING GARAGE
CANOPY
3-IB-AD402
1
3-IB-AD402
23-IB-AD402
3
EXISTING WELCOME CENTER
DEMOLITION PLAN LEGEND
ITEMS TO DEMOLISH
ITEMS TO REMAIN
1. 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 OR
NOT, AND PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR ALL
EXPENSE OF
REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY
OPERATIONS 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 AND
PREPARE 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 EXISTING
STRUCTURES TO MAINTAIN STRUCTURAL INTEGRITY. DO NOT CUT, MODIFY OR
DAMAGE STRUCTURAL MEMBERS.
13. SELECTIVE DEMOLITION MAY NOT BE INDICATED IN ALL AREAS WHERE IT MAY BE
NECESSARY TO DEMOLISH ALL OR PART OF AN EXISTING BUILDING COMPONENT TO
GAIN ACCESS TO AREAS FOR TIE-IN TO BUILDING SYSTEMS, OR WHICH MAY BE
REQUIRED TO INSTALL PROPOSED CONSTRUCTION INDICATED ON THE DRAWINGS.
DEMOLITION FOR THESE PURPOSES SHALL BE DONE AT NO ADDITIONAL COST TO
THE
OWNER AND THE AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR
PROPOSED CONDITION.
14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN THIS DEMOLITION AND
SHALL REPAIR AT HIS COST ANY ADJACENT CONDITIONS WHICH ARE DAMAGED AS A
RESULT OF THIS DEMOLITION.
15. PROTECTION: PERFORM DEMOLITION WITH THE LEAST IMPACT ON EXISTING
FACILITIES STILL IN USE, PROVIDE SUPPORT TO ALL STRUCTURAL MEMBERS. ERECT
DUST BARRIERS TO ELIMINATE THE SPREAD OF DUST, FUMES OR SMOKE TO
OCCUPIED AREAS.
16. PROTECT ALL EXISTING FLOOR FINISHES (TILE, CARPET, ETC.) ADJACENT TO
DEMOLITION AREAS.
17. AS A PART OF THIS PROJECT PROVIDE FOR PATCHING AND INFILL OF ALL
EXISTING
NON-COMPLIANT OPENINGS AND PENETRATIONS IN RATED WALLS AND FLOOR
SEPARATIONS WITHIN THE LIMITS OF THE PROJECT AREA AND EXTENDING 5 FEET
BEYOND THE PROJECT AREA IN ALL DIRECTIONS. PATCHING AND INFILL SHALL
MATCH
EXISTING RATED CONSTRUCTION AND MEET CODE REQUIREMENT FOR SEALING OF
PENETRATIONS.
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 THE
DRAWINGS.
27. ELECTRICAL SWITCHES AND WALL OUTLETS ON WALLS TO BE REMOVED, SHALL BE
DISCONNECTED AND REMOVED TO NEAREST JUNCTION BOX OR SUPPLY PANEL.
28. REMOVE WALL COVERINGS, PANELING, ETC. FROM WALLS INDICATED ON
DRAWINGS
29. VERIFY PLACEMENT OF REFUSE CONTAINER WITH LOCAL BUILDING AND SAA
AIRPORT OFFICIALS.
32. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION
OPERATIONS 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
ARCHITECT
OR GOVERNING AUTHORITIES. RETURN ADJACENT AREAS TO CONDITION EXISTING
PRIOR TO THE START OF THE WORK.
36. CONTRACTOR TO VERIFY IN FIELD, AND NOTIFY ARCHITECT, IF ANY LOAD BEARING
CONDITIONS EXIST IN PARTITION WALLS TO BE REMOVED.
37. G.C. TO COORDINATE ALL NOISY AND OTHERWISE DISRUPTIVE DEMOLITION SHALL
BE COMPLETED WHEN THE ADJACENT TENANTS ARE CLOSED.
38. G.C. TO INSURE THE CONDITION OF THE FLOOR BY PATCHING AND LEVELING TO
OBTAIN 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 CONDITION
AND ALL DIMENSIONS HEREIN.
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:41:01 PM3-GD-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE DEMOLITION PLAN - INBOUND - 2NDFLOOR07-14-2017S12014 1/64" = 1'-0"1 COMPOSITE DEMOLITION PLAN - 2ND FLOOR N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
F.I.S.
CUSTOMS
TERMINAL B
TERMINAL A
PHASE 3 DEMOLITION
GENERAL NOTES:
PHASE 3 DEMOLITION TO INCLUDE, BUT NOT LIMITED TO:
1. TERMINAL A 1ST AND 2ND FLOOR
2. TERMINAL A ADJACENT PARKING AREAS
CONTRACTOR TO DEMOLISH / REMOVE ALL EXISTING ITEMS TO
PREPARE FOR NEW WORK TO BE COMPLETED. CONTRACTOR
TO RETURN ALL EQUIPMENT, MARKED AS SUCH 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 FOR MAINTAINING EXISTING
AIRPORT SECURITY BARRIERS. CONTRACTOR WILL BADGE ALL
OF ITS EMPLOYEES (AT CONTRACTORS EXPENSE) AND
FOLLOW ALL SAA AND TSA REGULATIONS.REVISIONS#DATEDESCRIPTIONBYGENERAL 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.
98
CONFORMED SET
UNK
RESTRICTEDAREAKEEPOUT
GENERATOR5
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1
3-SW-A702
1
3-IB-A701
1
BUILDING
ADDITION
EXISTING
PARKING GARAGE
NEW LOADING
DOCK FACILITY
SKYWALK ADDITION
EXISTING
WELCOME CENTER
EXISTING
LOADING DOCK
CUSTOMS
FIS
INBOUND BAGGAGE
NEW GATES 1-4
TICKETING
OUTBOUND BAGGAGE
SCREENING
CUSTOMS
FIS
BLOCKHOUSE ADDITION
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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:38:16 PM3-G-A701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE FINISH PLAN - INBOUND - 1ST FLOOR07-14-2017S12014 1/64" = 1'-0"1 COMPOSITE FINISH PLAN - 1ST FLOOR
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBY99
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"
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TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1
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TDC /C ATTDC /C ATTDC /CATTDC /C ATTDC /C ATTDC /C ATTDC /C ATTDC /C ATAVSAVSFRO NTETDBLSAVSAVSFRO NTETDBLSFRO NTETDBLS AVSFRO NTETDBLSAVSAVSAVSFRO NTETDBLS
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3-SW-A702
2
3-SW-A701
2
3-IB-A702
1
EXISTING
PARKING GARAGE
BUILDING
ADDITIONNEW
LOADING
DOCK
FACILITY
SKYWALK ADDITION
NEW SCREENING
AREA
NEW CANOPY
TICKETING
EXISTING
WELCOME CENTER
NEW GATES 1-4
SECURITY BACK CHECK LANE
NEW CANOPY
EXISTING
WAITING AREA
SAA OFFICES
EXISTING GATES
RENAMED 5-9
NEW CANOPY
EXISTING
WAITING
AREA
EXISTING GATES
RENAMED 10-16
SECURITY BACK CHECK LANE
NEW CANOPY
NEW CANOPYNEW CANOPY
NEW CANOPY
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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:39:31 PM3-G-A702PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE FINISH PLAN - INBOUND - 2ND FLOOR07-14-2017S12014 1/64" = 1'-0"1 COMPOSITE FINISH PLAN - 2ND FLOOR
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBY100
CONFORMED SET
UPDEMOLISH EXISTING BAGGAGE BELTDEMOLISH / REMOVE EXISTING OFFICES TO INCLUDE, BUT NOT LIMITED TO, WALLS, DOORS, FIXTURES, FLOOR FINISHES, CEILING SYSTEMS, MECHANICAL SYSTEMS AND ELECTRICAL OUTLETS SWITCHES AND LIGHTING. PREP AREA TO RECEIVE NO FLOOR TOPPINGEXISTING MECHANICAL / ELECTRICAL ROOM TO REMAINDEMOLISH / REMOVE EXISTING BAGGAGE BELT SYSTEMPARTIAL DEMOLITION OF EXISTING IT ROOMEXISTING ELEVATOR TO REMAINEXISTING IT ROOM TO REMAINREMOVE EXISTING SCREENING EQUIPMENT AND RELOCATEDEMOLISH / REMOVE EXISTING TICKET COUNTERS -RETURN COMPUTERS AND ELECTRONICS TO SAADEMOLISH EXISTING RESTROOMSEXISTING MECHANICAL ROOM TO REMAINDEMOLISH EXISTING MECHANICAL ROOM AND EQUIPMENTDEMOLISH EXISTING TICKETING FLOOR FINISH AND PREP FOR NEW FLOOR TOPPINGDEMOLISH EXISTING TICKETING FLOOR FINISH AND PREP FOR NEW FLOOR TOPPINGREMOVE LOCKERS AND RETURN TO OWNER. REMOVE ALL EXISTING RESTROOM FIXTURES REMOVE LOCKERS AND RETURN TO OWNEREXISTING STORAGE ROOMA1-44EXISTING MECHANICAL ROOMA1-45RESTROOMA1-48RESTROOMA1-49BREAK ROOMA1-46EXISTING OFFICEA1-47EXISTING MECHANICAL ROOMA1-19EXISTING ITA1-20CORRIDORA1-16WOMENS ROOMA1-18MENS ROOMA1-17ELEVATOR ROOMA1-13ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING ITA1-15DEMOLISH / REMOVE EXISTING BAGGAGE BELT SYSTEMDEMOLISH / REMOVE ALL PARTITIONS AS INDICATED IN THIS LEGENDDEMOLISH / REMOVE EXISTING TICKET COUNTERS -RETURN COMPUTERS AND ELECTRONICS TO SAAEXISTING END WALL WITH FIRE ALARM PANEL TO REMAINDEMOLITION 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.rvt10/4/2017 8:21:31 AM3-IB-AD101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION PLAN - INBOUND - 1ST FLOOR07-14-2017S12014 1/8" = 1'-0"1DEMOLITION PLAN - INBOUND - 1ST FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL AREVISIONS# DATEDESCRIPTIONBY101CONFORMED SET
EXPOSED CEILINGEXPOSED CEILINGEXPOSED CEILINGEXPOSED
CEILING
EXPOSED
CEILING
EXISTING EAST - WEST SOFFIT TO REMAIN
DEMOLISH EAST -
WEST SOFFIT
DEMOLISH ALL NORTH -
SOUTH SOFFIT
DEMOLISH
STAIRS
DEMOLISH EAST -
WEST SOFFIT
DEMOLITION REFLECTED
CEILING PLAN LEGEND
DEMOLISH EXISTING CEILING
AND LIGHTING
DEMOLISH / REMOVE
ITEM TO REMAIN
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:55:25 PM3-IB-AD102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION REFLECTED CEILING PLAN -INBOUND 1ST FLOOR07-14-2017S12014 1/16" = 1'-0"1 DEMOLITION REFLECTED CEILING PLAN - INBOUND 1ST FLOOR N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
F.I.S.
CUSTOMS
TERMINAL B
TERMINAL A REVISIONS#DATEDESCRIPTIONBY102
CONFORMED SET
DEMOLISH / REMOVE EXISTING
CEILING TILES AND GRID. REMOVE
EXISTING LIGHTING AND ALL
EXISTING CEILING ELEMENTS
EXISTING CEILING TO REMAIN
EXISTING CEILING TO REMAIN
EXISTING CEILING TO REMAIN
EXISTING CEILING TO REMAIN
DEMOLISH / REMOVE EXISTING
CEILING TILES AND GRID. REMOVE
EXISTING LIGHTING AND ALL
EXISTING CEILING ELEMENTS
DEMOLITION REFLECTED
CEILING PLAN LEGEND
DEMOLISH EXISTING CEILING
AND LIGHTING
DEMOLISH / REMOVE
ITEM TO REMAIN
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:55:48 PM3-IB-AD103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION REFLECTED CEILING PLAN -INBOUND - 2ND FLOOR07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
F.I.S.
CUSTOMS
TERMINAL B
TERMINAL A
N
NORTH
1/16" = 1'-0"1 DEMOLITION REFLECTED CEILING PLAN - INBOUND - 2ND FLOOR
103
CONFORMED SET
DEMOLISH ALL
EXISTING
RESTROOM
FIXTURES
DEMOLISH ALL
EXISTING
RESTROOM
FIXTURES
DEMOLISH / REMOVE WALLS AS
INDICATED ON LEGEND
DEMOLISH / REMOVE EXISTING
FLOOR FINISH AND PREP FOR
NEW TOPPING
DEMOLISH ALL EXISTING
RESTROOM FIXTURES
AND FLOORING
DEMOLISH
EXISTING
RESTROOM
DOORS
DEMOLITION PLAN LEGEND
ITEMS TO DEMOLISH
ITEMS TO REMAIN
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:56:22 PM3-IB-AD401PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED DEMOLITION PLANS - INBOUND - 1STFLOOR07-14-2017S12014 1/4" = 1'-0"1 ENLARGED DEMOLITION PLAN - INBOUND 1ST FLOOR RESTROOMS
1/4" = 1'-0"2 ENLARGED DEMOLITION PLAN - INBOUND 1ST FLOOR RESTROOMS N
NORTH
N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
F.I.S.
CUSTOMS
TERMINAL B
TERMINAL A REVISIONS#DATEDESCRIPTIONBY104
CONFORMED SET
REMOVE EXISTING STAIRS AND RETAIN FOR REINSTALLATIONEXISTING ALPHA DUTY FREE STORE TO REMAINEXISTING SMOKING AREA TO REMAINEXISTING STAIRS TO REMAINSMOKING DECKA2-02EXISTING WAITING AREAA2-014' - 0"24' - 0"NEW SKYWALK ENTRANCE WALL OPENING - VERIFY NEW OPENING SIZE WITH NEW WORKDEMOLISH EXISTING TILE FLOORING - REFER TO FINISH PLANSDEMOLISH EXISTING TILE FLOORING - REFER TO FINISH PLANSDEMOLISH EXISTING TILE FLOORING - REFER TO FINISH PLANSDEMOLISH / REMOVE EXISTING FLOOR FINISH AND ANY OTHER MATERIALS USED TO INSTALL PREVIOUS FINISH. SURFACE SHOULD BE STRIPPED DOWN TO EXISTING CONCRETE SLAB AND PREPPED TO RECEIVE IN FINISHDEMOLISH / REMOVE EXISTING FLOOR FINISH AND ANY OTHER MATERIALS USED TO INSTALL PREVIOUS FINISH. SURFACE SHOULD BE STRIPPED DOWN TO EXISTING CONCRETE SLAB AND PREPPED TO RECEIVE IN FINISHDEMOLISH EXISTING STAIRS, WINDOWS AND EXIT DOORSELECTIVE DEMOLITION / REMOVE EXISTING PORTION OF WALL FOR NEW GLAZING -BRACE STRUCTUREDEMOLISH EXISTING FLOORINGEXISTING WOMENS ROOMA2-04??20' - 0"6' - 9 1/2"25' - 0"2' - 3"40' - 8"59' - 5 1/2"17' - 0 3/8"REMOVE SOAP DISPENSERS ON MIRROR. REMOVE ALL GLUE RESIDUE FROM MIRROR. EXISTING MIRROR TO REMAIN.REMOVE SOAP DISPENSERS ON MIRROR. REMOVE ALL GLUE RESIDUE FROM MIRROR. EXISTING MIRROR TO REMAIN.REMOVE PARTITIONS. PREPARE WALL TO RECEIVE NEW PARTITIONSREMOVE PARTITION, SING, MIRROR, WALL AND ALL TOILET ACCESSORIESREMOVE PAPER TOWEL DISPENSERSEXISTING TOILET SEAT COVER DISPENSER TO REMAINEXISTING BABY CHANGING TABLE TO REMAINREMOVE BABY CHANGING TABLE AND PREP WALL TO RECEIVE NEW COUNTERREMOVE COUNTERS, SINKS, AND ASSOCIATED PLUMBING. REFER TO PLUMBING DRAWINGS.EXISTING TOILET SEAT COVER DISPENSER TO REMAINREMOVE FEMININE PRODUCT VENDING MACHINEREMOVE FEMININE PRODUCT VENDING MACHINEREMOVE PAPER TOWEL DISPENSERREMOVE FIXTURE AND GRAB BARSEXISTING PAPER TOWEL/TRASH DISPENSER TO REMAINNOTE: SALVAGE WALL TILE AT DEMOED PARTITION FOR REUSE IN BUILDOUTDEMOLISH / REMOVE EXISTING FLOOR FINISH AND ANY OTHER MATERIALS USED TO INSTALL PREVIOUS FINISH. SURFACE SHOULD BE STRIPPED DOWN TO EXISTING CONCRETE SLAB AND PREPPED TO RECEIVE IN FINISHEXISTING MENS ROOMA2-05??DEMOLITION PLAN LEGENDITEMS TO DEMOLISHITEMS TO REMAINREMOVE SOAP DISPENSERS ON MIRROR. REMOVE ALL GLUE RESIDUE FROM MIRROR. EXISTING MIRROR TO REMAIN.REMOVE PARTITIONS. PREPARE WALL TO RECEIVE NEW PARTITIONSEXISTING TOILET SEAT COVER DISPENSER TO REMAINREMOVE EXISTING BABY CHANGING TABLE REMOVE COUNTERS, SINKS, AND ASSOCIATED PLUMBING. REFER TO PLUMBING DRAWINGS.REMOVE PAPER TOWEL DISPENSEREXISTING PAPER TOWEL/TRASH DISPENSER TO REMAINREMOVE SINK, MIRROR, SOAP DISPENSER , AND PAPER TOWEL DISPENSEREXISTING TOILET SEAT COVER DISPENSER TO REMAINREMOVE FEMININE PRODUCT VENDING MACHINEREMOVE COUNTERS, SINKS, AND ASSOCIATED PLUMBING. REFER TO PLUMBING DRAWINGS.REMOVE SOAP DISPENSERS ON MIRROR. REMOVE ALL GLUE RESIDUE FROM MIRROR. EXISTING MIRROR TO REMAIN.REMOVE PAPER TOWEL DISPENSEREXISTING PAPER TOWEL DISPENSER AND SOAP TO REMAINEXISTING SINK TO REMAINREMOVE PARTITIONS. PREPARE WALL TO RECEIVE NEW PARTITIONSREMOVE PARTITION WC, SINK, MIRROR, SOAP DISPENSER , AND PAPER TOWEL DISPENSERNOTE: SALVAGE WALL TILE AT DEMOED PARTITION FOR REUSE IN BUILDOUTEXISTING MENS ROOMA2-12EXISTING WOMENS ROOMA2-13500 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.rvt10/3/2017 3:59:26 PM3-IB-AD402PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED DEMOLITION PLAN - INBOUND 2NDFLOOR07-14-2017S12014 1/16" = 1'-0"1ENLARGED DEMOLITION PLAN - INBOUND 2ND FLOORNNORTH 1/8" = 1'-0"2ENLARGED DEMOLITION PLAN - INBOUND - 2ND FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL A 1/8" = 1'-0"3ENLARGED DEMOLITION PLAN -INBOUND RESTROOMSREVISIONS# DATEDESCRIPTIONBY105CONFORMED SET
UPNEW BAGGAGE BELTNEW BAGGAGE BELTNEW BAGGAGE BELTNEW SKYWAY ABOVEEXISTING PARKING LOT -REFER TO CIVILEXISTING "IT" ROOM TO REMAINJANITOR ROOMCANOPY OVERHEADEXISTING MECHANICAL ROOMA1-05WOMENS ROOMA1-04MENS ROOMA1-02INBOUND BAGGAGE CLAIMA1-06WOMENS ROOMA1-08MENS ROOMA1-07ALPHA STORAGEA1-43EXISTING MECHANICAL ROOMA1-19EXISTING ITA1-20MECHANICAL ROOMA1-33OFFICEA1-36CORRIDORA1-16CORRIDORA1-34OPEN WORK AREAA1-26OFFICEA1-39STORAGEA1-40OFFICEA1-28OFFICEA1-29OFFICEA1-30IT OFFICE 3A1-22IT LABORATORYA1-21IT OFFICE 1A1-23IT OFFICE 2A1-24POD 1S1-01EXISTING MECHANICAL ROOMA1-45EXISTING STORAGE ROOMA1-44BREAK ROOMA1-46EXISTING OFFICEA1-47CORRIDORA1-11JANITORA1-10FAMILY RESTROOMA1-09FAMILY RESTROOMA1-01OVERSIZE BAGGAGE OVERSIZE BAGGAGE ENTRANCEENTRANCEENTRANCEENTRANCEENTRANCE(2) 3'-0" DOORS360 PEOPLE3'-0" DOOR180 PEOPLE(4) 3'-0" DOORS720 PEOPLE(4) 3'-0" DOORS720 PEOPLE(2) 3'-0" DOORS360 PEOPLEEXISTING STAIR FROM 2ND FLOORRELOCATED STAIR FROM 2ND FLOOREXISTING STAIR FROM 2ND FLOOR(2) 3'-0" DOORS360 PEOPLEHVACS1-02ELECTRICALS1-03ITS1-04FIRE RISERS1-04AOPEN WORK AREAA1-35OFFICEA1-38OFFICEA1-37OFFICEA1-27OFFICEA1-32CORRIDORA1-25OFFICEA1-31MECHANICAL ROOMA1-51ELEVATOR 1A1-11ELEVATOR 2A1-12MENS ROOMA1-17WOMENS ROOMA1-18PATH IN1-2PATH IN1-2PATH IN1-1PATH IN1-1PATH IN1-3PATH IN1-3PATH IN1-3PATH IN1-4PATH IN1-4PATH IN1-5PATH IN1-5PATH IN1-6PATH IN1-6PATH IN1-6PATH IN1-7?PATH IN1-7NEW (4) HOUR WALL96" HIGH IRON GATE WITH (2)48" GATE DOORS WITH PANIC HARDWARE24" HIGH X 18" WIDE CONCRETE CURB - PAINTED36"X84" GATE DOOR WITH PANIC HARDWARE42"X84" GATE DOOR WITH PANIC HARDWAREFE-RFE-RFE-RFE-RMAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (1004.1.2)LEGENDAIRPORT TERMINAL / BUSINESS 100 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 REQUIRED1490 PEOPLE x 0.2 INCHES PER PERSON = 298 INCHES REQUIREDEXIT WIDTH PROVIDED14 EXIT DOORS:576 INCHES CLEAR WIDTH TOTAL PROVIDED576 INCHES CLEAR WIDTH PROVIDED OCCUPANCY CALCULATIONS - TERMINAL ASPACE / USE OCCUPANCY AREA OCCUPANT PER S.F. OCCUPANT LOAD BAGGAGE CLAIMA-327,560 S.F.1/201378BUSINESSA-310,011 S.F.1/100101STORAGE / STOCKA-33,245 S.F.1/30011 TOTAL 40,816 S.F.TOTAL OCCUPANTS 1490 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 - TERMINAL "A" - 1ST FLOORFLOOR 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.rvt8/25/2017 10:32:42 AM3-IB-A100APROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIFE SAFETY PLAN - INBOUND - 1ST FLOOR07-14-2017S12014 1/16" = 1'-0"1LIFE SAFETY PLAN - INBOUND 1ST FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDEGRESS DATA INBOUND 1ST FLOOREXIT ROUTEDISTANCEPATH IN1-1101' - 8"PATH IN1-292' - 9"PATH IN1-3149' - 5"PATH IN1-4124' - 6"PATH IN1-5127' - 6"PATH IN1-6167' - 9"PATH IN1-7100' - 3"REVISIONS# DATEDESCRIPTIONBY3 08-25-2017 ADDENDUM 3N.T.S.FIRE EXTINGUISHERS33333106CONFORMED SET
SKYWAY ADDITIONNEW CANOPYNEW STAIR #1NEW STAIR #2PATH 2PATH 2PATH 1PATH 1PATH 3PATH 3????PATH 4PATH 4PATH 7PATH 7PATH 8PATH 8PATH 8PATH 6PATH 5PATH 9PATH 9PATH 10PATH 11EXISTING ROOFNEW CANOPYNEW CANOPYEXISTING ROOFRELOCATED STAIR #1EXISTING STAIREXISTING STAIREXISTING STAIREXISTING STAIR(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 PEOPLE6'-0" DOOR360 PEOPLE4'-0" DOOR240 PEOPLE(2) 4'-0" DOORS480 PEOPLENEW GATENEW GATENEW GATENEW GATEEXISTING INTERIOR STAIRWELL NEW (4) HOUR WALLFE-RFE-RFE-RFE-RFE-RFE-RMAXIMUM 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 REQUIRED3084 PEOPLE x 0.2 INCHES PER PERSON = 616.8 INCHES REQUIREDEXIT WIDTH PROVIDED15 EXIT DOORS:648 INCHES CLEAR WIDTH TOTAL PROVIDED648 INCHES CLEAR WIDTH PROVIDED OCCUPANCY CALCULATIONS - TERMINAL ASPACE / USE OCCUPANCY AREA OCCUPANT PER S.F. OCCUPANT LOAD WAITING AREASA-327,930 S.F.1/151862CONCOURSEA-370,085 S.F.1/100711MERCANTILEA-315,300 S.F.1/30511 TOTAL 113,315 S.F.TOTAL OCCUPANTS 3084 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: GS101 FOR ADDITIONAL INFORMATIONCODE INFORMATION - TERMINAL "A" - 2ND FLOORTOTAL EXIT WIDTH REQUIRED (1005.1) TOTAL OCCUPANT LOAD x 0.2 INCHES PER PERSON = INCHES REQUIRED206 PEOPLE x 0.2 INCHES PER PERSON = 41.2 INCHES REQUIREDEXIT WIDTH PROVIDED5 EXIT DOORS:192 INCHES CLEAR WIDTH TOTAL PROVIDED192 INCHES CLEAR WIDTH PROVIDED OCCUPANCY CALCULATIONS - TERMINAL ASPACE / USE OCCUPANCY AREA OCCUPANT PER S.F. OCCUPANT LOAD CONCOURSEA-320,600 S.F.1/100206 TOTAL 20,600 S.F.TOTAL OCCUPANTS 206 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 FOR ADDITIONAL INFORMATIONCODE INFORMATION - SKYWALK500 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.rvt10/3/2017 4:06:16 PM3-IB-A100BPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIFE SAFETY PLAN - INBOUND - 2ND FLOOR07-14-2017S12014 1/32" = 1'-0"1LIFE SAFETY PLAN - INBOUND 2ND FLOORORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHEGRESS DATA INBOUND 2ND FLOOREXIT ROUTE DISTANCEPATH 1 116' - 3"PATH 2 147' - 0"PATH 3 212' - 3"PATH 4 152' - 3"PATH 5 143' - 0"PATH 6 188' - 10"PATH 7 241' - 1"PATH 8 247' - 11"PATH 9 246' - 5"PATH 10 97' - 6"PATH 11 150' - 3"REVISIONS# DATEDESCRIPTIONBY3 08-25-2017 ADDENDUM 3333333107CONFORMED SET
NEW
BAGGAGE
BELT
NEW
BAGGAGE
BELT
NEW
BAGGAGE
BELT
SCREEN WALL
NEW SKYWAY ABOVE
EXISTING PARKING
LOT - REFER TO CIVIL
NEW CANOPY OVERHEAD
ENTRANCE ENTRANCEENTRANCEENTRANCE
REMODELED
RESTROOMS
REMODELED
RESTROOMS
RELOCATE
FIRE RISER
3-IB-A404
1
3-IB-A401
1
3-IB-A401
2
3-IB-A401
3
OFFICE
A1-37 OFFICE
A1-36
MECHANICAL ROOM
A1-33
IT OFFICE 1
A1-23
IT OFFICE 2
A1-24
IT LABORATORY
A1-21
CORRIDOR
A1-34
OFFICE
A1-39
STORAGE
A1-40
OFFICE
A1-28
OFFICE
A1-29
OFFICE
A1-30
IT OFFICE 3
A1-22
OVERSIZE BAGGAGEOVERSIZE BAGGAGE
JANITOR
A1-10FAMILY RESTROOM
A1-09
WOMENS ROOM
A1-08
MENS ROOM
A1-07
WOMENS ROOM
A1-04
MENS ROOM
A1-02
POD 1
S1-01
ALPHA STORAGE
A1-43
EXISTING MECHANICAL ROOM
A1-45
EXISTING STORAGE ROOM
A1-44
EXISTING OFFICE
A1-47
BREAK ROOM
A1-46
FAMILY RESTROOM
A1-01
JANITOR
A1-03
EXISTING MECHANICAL ROOM
A1-05
SCREENING WALL
OFFICE
A1-38
OFFICE
A1-27
OFFICE
A1-31
OFFICE
A1-32
COVERED AREA
A1-42
CANOPY
A1-41
EXISTING MECHANICAL ROOM
A1-19
EXISTING IT
A1-20
CORRIDOR
A1-16
WOMENS ROOM
A1-18
MENS ROOM
A1-17
ELEVATOR 1
A1-11EXISTING IT
A1-15
EXISTING IT
A1-14
OPEN WORK AREA
A1-35
OPEN WORK AREA
A1-26
1
3-IB-A301
1
3-SW-A301
3-IB-A201
1
IT
S1-04
ELECTRICAL
S1-03
HVAC
S1-02
INBOUND BAGGAGE CLAIM
A1-06
CORRIDOR
A1-25
RESTROOM
A1-48
RESTROOM
A1-49
CORRIDOR
A1-11
ELEVATOR ROOM
A1-13
ELEVATOR 2
A1-12
CORRIDOR
S1-05
ENTRANCE
FIRE RISER
S1-04A
MECHANICAL ROOM
A1-51
NEW
CANOPY
NEW
CANOPY
3-IB-A401
4
EXISTING
STAIR FROM
2ND FLOOR
96" HIGH IRON
GATE WITH (2)
48" GATE
DOORS WITH
PANIC
HARDWARE
36"X84" GATE
DOOR WITH
PANIC
HARDWARE
42"X84" GATE
DOOR WITH
PANIC
HARDWARE
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:42:58 PM3-IB-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - INBOUND - 1ST FLOOR07-14-2017S12014 1/16" = 1'-0"1 FLOOR PLAN - INBOUND - 1ST FLOOR N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBY108
CONFORMED SET
NEW CANOPYEXISTING ELEVATOR, STAIRS AND ESCALATOR - REVERSE DIRECTION OF EXISTING ESCALATORNEW KID'S IPLAYCO THEMED PLAY AREA. www.iplayco.comEXISTING WAITING AREAA2-01EXISTING MECHANICALA2-03EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-05KIDS PLAY AREAA2-06SKYWAY POD 1S2-01EXISTING CONCESSION AREANEW STOREFRONT GLAZINGSMOKING DECKA2-023-IB-A40713-IB-A40513-IB-A40533-SW-A7111ELEVATOR 1A1-11ELEVATOR 2A1-12CONCESSIONA2-073-IB-A40213-IB-A4022LOBBYA2-09SECURITY EXITA2-083-SW-A7115NEW CANOPY143' - 4"NEW CANOPY115' - 5"NEW STOREFRONT GLAZING AND NEW TOP ON LOW WALL. PROVIDE STRUCTURAL SUPPORT FOR NEW GLAZINGRELOCATED STAIRS3-IB-A4031EXISTING CURRENCY EXCHANGE DESK TO REMAIN3-IB-A4074PROVIDE NEW MARLITE PANEL SYSTEM FINISH AND 1'-0" HIGH BRUSHED STAINLESS STEEL BASE TO EXTERIOR OF EXISTING DESK. PROVIDE NEW SOLID SURFACE TRANSACTION COUNTER AND WORK COUNTER. 3-IB-A72113-IB-A7211SIMEXISTING MENS ROOMA2-12EXISTING WOMENS ROOMA2-13WAITING AREAA2-14FOR NEW FLOORING REFER TO 3-IB-A702MECHANICAL / ELECTRICALA2-15CANOPYA1-41MOTHER'S ROOMA2-11EXISTING MENS ROOMA2-05EXISTING WOMENS ROOMA2-04INFILL EXISTING OPENING. MATCH EXISTING WALL THICKNESS AND FINISHES ON INTERIOR AND EXTERIORMARLITE PANEL SYSTEMMARLITE PANEL SYSTEM500 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.rvt10/3/2017 4:22:36 PM3-IB-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - INBOUND - 2ND FLOOR07-14-2017S12014 1/16" = 1'-0"1FLOOR PLAN - INBOUND 2ND FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY109 CONFORMED SET
2-OB-A3062BOTTOM OF BAGGAGE BELT2X2 CEILING GRIDSECONDFLOORBAGGAGE BELT SOFFITBAGGAGE BELTBAGGAGE BELT MOTORBAGGAGE BELT SUPPORT WIRES -REFER TO BAGGAGE BELT REFERENCE DRAWINGS BY JSM FOR DETAILMIN.4' - 8"3 5/8" 18 GAUGE METAL STUDS AT 24" O.C.8' - 0"STAINLESS STEEL CASE - HEIGHT VARIES - BELT IS TO BE COMPLETELY WRAPPED23-IB-A10313-IB-A301SOFFITBAGGAGECLAIM 4SOFFITBAGGAGECLAIM 5SOFFITBAGGAGECLAIM 6NEW CANOPYNEW CANOPY102' - 4"EXISTING CANOPY TO REMAIN92' - 4 1/2"132' - 5"INBOUND BAGGAGE CLAIMA1-06WOMENS ROOMA1-04MENS ROOMA1-02JANITORA1-03FAMILY RESTROOMA1-09JANITORA1-10WOMENS ROOMA1-08MENS ROOMA1-07COVERED AREAA1-42IT LABORATORYA1-21IT OFFICE 3A1-22IT OFFICE 1A1-23IT OFFICE 2A1-24OFFICEA1-30OFFICEA1-29OFFICEA1-28OFFICEA1-27OFFICEA1-31OFFICEA1-32MECHANICAL ROOMA1-33OPEN WORK AREAA1-26CORRIDORA1-34OPEN WORK AREAA1-35OFFICEA1-38OFFICEA1-39STORAGEA1-40OFFICEA1-36OFFICEA1-37COVERED AREAA1-42CANOPYA1-41EXISTING OFFICEA1-47BREAK ROOMA1-46RESTROOMA1-49RESTROOMA1-48EXISTING MECHANICAL ROOMA1-45EXISTING STORAGE ROOMA1-44HVACS1-02POD 1S1-01ALPHA STORAGEA1-4311' - 2"11' - 2"11' - 2"9' - 6"8' - 0"9' - 6"9' - 6"9' - 6"8' - 0"8' - 0"NEW CANOPYEXISTING ITA1-15EXISTING ITA1-14ELEVATOR 2A1-12ELEVATOR 1A1-11MENS ROOMA1-17WOMENS ROOMA1-18EXISTING MECHANICAL ROOMA1-19MECHANICAL ROOMA1-51EXISTING ITA1-20EXISTING MECHANICAL ROOMA1-05CH=MATCH EXISTINGCH=MATCH EXISTINGBAGGAGE INCLINE / DECLINE WRAPPED IN STAINLESS STEELNEW CANOPY WITH STUCCO FINISHSTUCCO CONTROL JOINTNEW CANOPY WITH STUCCO FINISHSTUCCO CONTROL JOINT - TYPNEW COLUMN WRAPSNEW COLUMN WRAPS33-IB-A10333-IB-A103NEW COLUMN WRAPS9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"7' - 6"7' - 6"9' - 0"9' - 0"TYPREFLECTED 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 60 MIL TPO MEMBRANE OVER 5/8" COVERBOARD OVER SLOPED INSULATION OVER METAL DECKINGEXTEND TPO MEMBRANE OVER PARAPET STEEL STRUCTURE -REFER TO STRUCTURALNEW 7/8" THICK (3) COAT SMOOTH FINISH STUCCO CEILINGNEW 7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER PAPER BACK SELF FURRING METAL LATH OVER TYVEK OVER 5/8" EXTERIOR SHEATHING500 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 8:53:10 AM3-IB-A103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - INBOUND - 1STFLOOR07-14-2017S12014NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/4" = 1'-0"2SECTION AT BAGGAGE BELT 1/16" = 1'-0"1REFLECTED CEILING PLAN - INBOUND - 1ST FLOOR 1/4" = 1'-0"3SECTION THROUGH CANOPY INBOUNDREVISIONS# DATEDESCRIPTIONBY110CONFORMED SET
J
J32' - 7 1/2"ENTRANCE TO
SKYWALK
2
3-SW-A711
EXISTING CEILING
EXISTING CEILING NEW DROPPED
SOFFIT
1
3-SW-A301
EXISTING
DROP SOFFIT
EXISTING
DROP SOFFIT
10' - 4"
12' - 4"
10' - 0"
10' - 0"11' - 6"
11' - 6"
10' - 0"
EXISTING CEILING
12' - 0"
3-IB-A407
4 EQEQEQEQ12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"EQ EQ
10' - 4"
10' - 4"
10' - 0"
10' - 0"
PATCH AND REPAIR GYP. BOARD
CEILING TO LIKE NEW CONDITION AT
DEMO SCAR.
EXISTING LIGHTING AND CEILING TO
REMAIN. PAINT ENTIRE RESTROOM
CEILING, COLOR TBD.
EXISTING TO REMAIN
CEILING MOUNTED TRACK SYSTEM. PROVIDE
BLOCKING ABOVE CEILING AS REQUIRED BY
TRACK SYSTEM MFG.6' - 1"5' - 1"6' - 1"8' - 8"10"8' - 8"R 21' - 5 1/4"11' - 4"9' - 5"5' - 10"5' - 0"6' - 0"4' - 5 1/2"6' - 0"6'
-
0
"
6' - 0"
REFLECTED CEILING PLAN LEGEND
2 X 4 LED LIGHTING FIXTURE
CEILING SUPPLY DIFFUSER SEE MECHANICAL DWGS.
GYP. BOARD CEILING ACCESS
EXIT SIGN, ARROW INDICATES EXIT DIRECTION
SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION
INDICATES FINISHED GYP.
BOARD CEILING OR SOFFIT
EMERGENCY LIGHTS RE: ELECTRICAL DRAWINGS
2 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 -
TYPICAL
REFLECTED CEILING GENERAL NOTES
RECESSED LED CAN LIGHTING
SURFACE MOUNTED EXTERIOR WALL PACK
FIRE SPRINKLER HEAD
PREFINISHED METAL SOFFIT
PANEL
PREFINISHED HANGING
PERFORATED METAL PANEL
CEILING RETURN DIFFUSER SEE MECHANICAL DWGS.
INTERIOR WALL HEIGHT LEGEND
FULL HEIGHT WALL ATTACHED TO
DECK
WALL TO EXTEND TO 6" ABOVE
FINISHED CEILING - BRACE TO
STRUCTURE ABOVE
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:44:27 PM3-IB-A104PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - INBOUND - 2NDFLOOR07-14-2017S12014 1/16" = 1'-0"1 REFLECTED CEILING PLAN - INBOUND 2ND FLOOR N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBY111
CONFORMED SET
3-IB-A201
1
NEW CANOPY NEW CANOPY
NEW CANOPY
EXISTING ROOF
SLOPESLOPE115' - 5"143' - 4"44' - 5"SLOPE1:12NEW 60 MIL TPO ROOFING OVER
5/8" COVERBOARD OVER SLOPED
INSULATION OVER METAL
DECKING
NEW ULTRA DEK BY MBCI
STANDING SEAM METAL
ROOFING OR ARCHITECT
APPROVED EQUAL
V.I.F.25' - 11"13' - 0"V.I.F.24' - 0"NEW SKYWALK ROOFING
NEW 60 MIL TPO ROOFING OVER
5/8" COVERBOARD OVER SLOPED
INSULATION OVER METAL
DECKING
SHORTEN EXISTING
DOWNSPOUTS ROUTE
WATER TO DISCHARGE ON
NEW CANOPY ROOF
V.I.F.
89' - 1"
3-IB-A406
1
NEW ROOF DRAIN - CONNECT TO
EXISTING RAIN LEADER IN NEW
COLUMNS BELOW
RD RD
NEW ROOF DRAIN - CONNECT TO
EXISTING RAIN LEADER IN NEW
COLUMNS BELOW
RD
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:44:46 PM3-IB-A105PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAROOF AND CANOPY PLAN - INBOUND07-14-2017S12014 1/16" = 1'-0"1 ROOF AND CANOPY PLAN - INBOUND N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBY112
CONFORMED SET
LEGEND
FLOOR TO BE
LEVELED WITH
CONCRETE
TOPPING -
REFER TO
SPECIFICATIONS
FOR CONCRETE
MIX DESIGN
PROVIDE
CONTROL
JOINTS @ 8' X 8'
TYPICAL OR
FRACTION
THEREOF AS
REQUIRED
EXISTING FLOOR HEIGHT TO REMAIN
E XIS TIN G F LO O R H EIG H T0'-0"EX ISTIN G FLO O R H E IG H T- 0'-2"E X IS TIN G F LO O R H E IG H T0'-0"E XIS T IN G FLO O R H EIG H T- 0'-4 1/2"EX ISTIN G FLO O R H E IG H T- 0'-4 1/2"EXISTING
THRESHOLD RAMP
TO REMAIN
2
3-IB-A106
2
3-IB-A106
2
3-IB-A106
2
3-IB-A106
2
3-IB-A106
8" X 8" CONTROL JOINT GRID
1 1/2"4" MIN
NOTCH EXISTING CONCRETE TO 1"
DEPTH AT START OF FLOOR LEVELING
NEW FLOOR HEIGHT
0'-0"
EXISTING FLOOR HEIGHT
0'-0"
EXISTING CONCRETE FLOOR
SLAB
SLOPE OF EXISTING FLOOR
BONDING AGENT SIKA ARMATEC EPOXY
CEMENT 110 OR EQUAL1/2" MINEXISTING SLAB
NEW FINE AGGREGATE CONCRETE.
REFER TO STRUCTURAL
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:45:05 PM3-IB-A106PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR LEVELING PLAN - INBOUND - 1ST FLOOR07-14-2017S12014REVISIONS#DATEDESCRIPTIONBY 3/32" = 1'-0"1 FLOOR LEVELING PLAN - INBOUND 1ST FLOOR N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUNDEXISTING FLOOR SLOPEEXISTING FLOOR SLOPEE X IS TIN G F LO O R H E IG H T-2 1/2"EX ISTIN G FLO O R HE IG H T-2 1/2"PROVIDE
THRESHOLD
RAMP
PROVIDE
THRESHOLD
RAMP
PROVIDE
THRESHOLD
RAMP
PROVIDE
THRESHOLD
RAMP
6" = 1'-0"2 FLOOR LEVELING DETAIL
113
CONFORMED SET
BOTTOM OF PARAPET14'-0" V.I.F.TOP OF PARAPET20'-6" V.I.F.EXISTING EAVE35'-8" V.I.F.10' - 0"6' - 0"20' - 0"5' - 6"NEW GLAZING FOR KIDS AREANEW CANOPY AND PARAPET - PARAPET TO ALIGN WITH EXISTING7/8" THICK SMOOTH FINISH STUCCO - PAINTEDNEW CANOPY AND PARAPET - PARAPET TO ALIGN WITH EXISTINGPAINT EXISTING BUILDING FACADE UP TO PHASE 2 LIMITS OF WORKEXISTING BUILDING CANOPYNEW CANOPY / PARAPETNEW CANOPY / PARAPETNEW CANOPY / PARAPETNEW CANOPY / PARAPETDEMOLISH EXISTING ROOF FEATURE -PATCH TO MATCH WITH STUCCO AND PAINTDEMOLISH EXISTING ROOF FEATURE -PATCH TO MATCH WITH STUCCO AND PAINT20' - 0"6' - 0"PAINT EXISTING BUILDING FACADE UP TO PHASE 2 LIMITS OF WORKG.C. TO PAINT ENTIRE SOUTH FACADE , INCLUDING PASSENGER BRIDGES UP TO PHASE 2 SCOPE OF WORK WITH (1) COAT OF PRIMER ANS (2) COATS OF PAINT. OWNER TO APPROVE COLORNEW GATE DOORS500 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.rvt9/22/2017 3:58:11 PM3-IB-A201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATION - FRONT CANOPY -INBOUND07-14-2017S12014 1/16" = 1'-0"1EXTERIOR ELEVATION - INBOUND CANOPYORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUND13-A201PERSPECTIVE VIEW OF NEW CANOPYPAINT EXISTING BUILDING FACADE UP TO PHASE 2 LIMITS OF WORKNEW CANOPYALIGN WITH EXISTING CANOPYNEW GLAZINGREVISIONS# DATEDESCRIPTIONBY5 09-22-2017 ADDENDUM 5PAINT5114CONFORMED SET
2
3-IB-A406
NEW STANDING SEAM
METAL ROOF / CANOPY
NEW METAL PANEL SIDING BY
"MBCI" OR APPROVED EQUAL
EXISTING SCREEN DECK TO
REMAIN
BAGGAGE BELT #8
BOTTOM OF RUD
7'-0"
BOTTOM OF EXISTING DECK
15'-0"
BOTTOM OF EXISTING DECK
15'-0" V.I.F.
EXISTING EAVE
32'-2"
INFILL EXISTING DOOR AND
WINDOW WITH METAL PANELS -
MATCH ADJACENT FINISH AND
COLOR
11' - 8"
CONTINUOUS PREFINISHED METAL
FLASHING
SHORTEN EXISTING
DOWNSPOUTSEXISTING DOWNSPOUTS TO
REMAIN
FLOOR LINE
0'-0"
FLOOR LINE
0'-0"
TOP OF EXISTING CANOPY
27'-0"
BAGGAGE BELT #7 BAGGAGE BELT #6
NEW CANOPYEXISTING CANOPY NEW CANOPY
WALL LOUVER - REFER TO
MECHANICAL 4' - 6"10' - 0"
NEW WALL OPENING
FOR BAGGAGE BELT
NEW WALL OPENING
FOR BAGGAGE BELT NEW WALL OPENING
FOR BAGGAGE BELT
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:45:54 PM3-IB-A202PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATION - REAR CANOPY - INBOUND07-14-2017S12014 1/8" = 1'-0"1 NORTH ELEVATION - INBOUND - CANOPY
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
1
3-A202
PERSPECTIVE VIEW OF NEW CANOPY
EXISTING CANOPY / SCREEN
NEW CANOPY
BAGGAGE BELT #6
BAGGAGE BELT #7BAGGAGE BELT #8 REVISIONS#DATEDESCRIPTIONBYINFILL EXISTING DOOR
AND WINDOW
115
CONFORMED SET
EXTEND GYPSUM WALL
BOARD 6" ABOVE 2X2 CEILING
- TYPICAL
6" 18 GAUGE METAL STUDS @
24" O.C. FASTENED TO DECK
ABOVE
6" 18 GAUGE METAL STUDS @
24" O.C.
5/8" GYPSUM WALL
BOARD - PAINTED
CONTINUOUS TAPE
LIGHT LED AROUND
PERIMETER RECESSED CAN LIGHTS
- REFER TO
ELECTRICAL FOR
LAYOUT
CROSS BRACING AT 48"
O.C. - ALTERNATE
DIRECTION EVERY
OTHER MEMBER
CON5TINUOUS METAL
STUD TRACK
ATTACHED TO
STRUCTURE ABOVE
NEW SLOPE PLATE
BAGGAGE BELT
5' - 0"5' - 0"5' - 0"5' - 0"7"
3-IB-A301
2
3-IB-A301
3
6"CONTINUOUS TAPE
LIGHT LED AROUND
PERIMETER
CONTINUOUS LATERAL
BRACE - ALL 4 SIDES
9' - 6"8' - 0"7"2' - 0"2' - 0"
EXISTING STRUCTURE
4X4X4 16 GA. METAL CLIP
ATTACHED TO PURLINS WITH (4)
0.145 P.A.F.
16 GA. CONTINUOUS
METAL TRACK - ATTACH
STUDS WITH (1) #10 TEK
SCREWS - BOTH SIDES
(4) #10 TEK
SCREWS - TYP
4X4X4 18 GA. METAL
STUD ATTACHED WITH
(4) #10 TEK SCREWS -
BOTH SIDES
(4) #10 TEK SCREWS - TYP
6" 18 GA. METAL STUDS
VERTICAL @ 24" O.C.
(4) #10 TEK
SCREWS - TYP
6" 18 GA. METAL STUDS
HORIZONTAL @ 16" O.C.
6" 18 GA. METAL STUDS
VERTICAL @ 48" O.C.
5/8" GYPSUM WALL
BOARD - PAINTED
SOFFIT
8'-0"
CEILING HEIGHT
9'-6"6"2' - 0"
CONTINUOUS
LED LIGHTING
CONTINUOUS LATERAL
BRACING ALL 4 SIDES
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:46:15 PM3-IB-A301PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASECTIONS AND DETAILS - BAGGAGE BELT SOFFIT- INBOUND07-14-2017S12014 3/4" = 1'-0"1 TYPICAL SECTION AT BAGGAGE BELT SOFFITS
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBY 3" = 1'-0"2 SOFFIT ATTACHMENT DETAIL 1 INBOUND
3" = 1'-0"3 SOFFIT ATTACHMENT DETAIL 2 INBOUND
116
CONFORMED SET
WOMENS ROOM
A1-04
JANITOR
A1-03
MENS ROOM
A1-02
INBOUND BAGGAGE CLAIM
A1-06
FAMILY RESTROOM
A1-01
21' - 11 1/4"1' - 7 1/4"9' - 2"5"15' - 9"5"10' - 4"1' - 6"
3' - 0"7' - 6 1/4"
6' - 0"
14' - 2 1/2"5"9' - 0"
1' - 6"5' - 5"4' - 11"5' - 5"2' - 2"5' - 0"5' - 7 1/2"5' - 1 1/2"1
2
4
5b
11a8c
17 18
23
20
20
11b
1
1
2
2
3b
19
4
4 5e
5a
11a
11a
8a
8c
11a
8a
9 9
8a
1' - 6"
3-IB-A711
1
3-IB-A711
6
3' - 0"8' - 3"
20
4
5e
4
7a
5e
2
4
3
3-IB-A7115
7
8
9
3-IB-A712 2
1
3-IB-A7123
4
3-IB-A711
3-IB-A711
10
11
3' - 3"3' - 0"
3b
10
7b
23
23
3
3
3A
3B
3
33A
3A
3B
3
22
22
22
22
FAMILY RESTROOM
A1-09
JANITOR
A1-10
WOMENS ROOM
A1-08
MENS ROOM
A1-07
INBOUND BAGGAGE CLAIM
A1-06
ALPHA STORAGE
A1-43
14' - 11"2' - 2 1/2"14' - 7"9' - 5"8' - 0 1/2"13' - 2"17' - 5"9' - 3"15' - 2 1/4"10' - 0"13' - 8 1/2"6' - 1 1/4"10' - 2 1/4"5' - 0"2' - 2 1/2"4' - 11"7' - 6 1/8"8' - 9 5/8"1
2
1
2
2
171' - 6"3a
3a
1' - 6"
12' - 4"3' - 1"8' - 7 1/4"
24' - 1 1/2"5' - 9"
3b
11b
8a
4
4
11a
8c
8c
9
30' - 7"
4
11a
8a
19
2323 23 23 23
23
10
23
20
20
20
5b6a
5e
3-IB-A712
6c
5e7a
5e
6a
5e
7a
5e
8a
9
3-IB-A712 5
3-IB-A712
11
5a
4 5
11a
11b
3' - 1"3' - 0"3' - 0"
3' - 0"
3' - 0"
8' - 7"
8
7
6
1012
3-IB-A713
2
3-IB-A713
2
3-IB-A712 10
SIM
3-IB-A7131
5b
7b
23
19
1919
3B
3A
2
3A
3A
3B
3B
3A
3B
3B
8
8
22 22222222
4
22
221' - 7 1/4"24" X 48"
ACCESS
PANEL
15' - 4"
5"7' - 2"5"7' - 4"
ALPHA STORAGE
A1-43
1' - 3"1' - 6"
5' - 1 1/2"
1' - 6"1' - 3"
5' - 3 1/2"6' - 8"RESTROOM
A1-49
RESTROOM
A1-48
EXISTING MECHANICAL ROOM
A1-45
EXISTING STORAGE ROOM
A1-44
13
2
5e
6c
1
44
11d11d
A1-49 A1-48
103
A1-43
3-IB-A713
3
3-IB-A713
3
19
12
4
5
66
5
4
1
6c
7b
19
3
2
3
3
12
8A8A
#
1 36" GRAB BAR
2 42" GRAB BAR
3 BABY CHANGING TABLE
a. SOLID SURFACE BABY CHANGING TABLE WITH
INTEGRAL 4" FRONT EDGE
b. STAINLESS STEEL RECESSED BABY CHANGING
STATION
c. SURFACE MOUNTED ADA CHANGING STATION
4 WALL/ FLOOR MOUNTED TOILET - FLUSH
VALVE ON OPEN SIDE OF SPACE IN ALL ADA
STALLS - REFER TO PLUMBING
5 TOILET PAPER DISPENSER
a. RECESS MOUNTED JUMBO TISSUE
DISPENSER
b. RECESS MOUNTED JUMBO TISSUE
DISPENSER WITH SANITARY NAPKIN DISPOSAL
c. NOT USED
d. NOT USED
e. PARTITION/WALL MOUNTED JUMBO
DISPENSER
7 SANITARY NAPKIN DISPOSAL
a. SHARED PARTITION MOUNTED
b. PARTITION SURFACE MOUNTED
c. RECESSED
8 MIRROR
a. 24" X 36" WALL MOUNTED
b. 24" X 48" WALL MOUNTED
c. 18" X 36" WALL MOUNTED
9 WALL MOUNTED URINAL
10 SOLID SURFACE COUNTER WITH 1 1/2"
INTEGRAL FRONT EDGE. COUNTER MOUNTED
AT 5'-0" AFF.
11 SINKS - REFER TO PLUMBING & ELECTRICAL
DRAWINGS
a. ADA SINGLE SOLID SURFACE TROUGH SINK
WITH TOUCHLESS HANDWASHING CONTROL
b. 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 CONTROLS
e. ADA COMPLIANT DROP IN SINK AND FAUCET
RESTROOM LEGEND
12 ADA WALL MOUNTED SOAP DISPENSER
13 ADA WALL MOUNTED DRYER
ADA COMPLIANT SHOWER SEAT14
SHOWER CURTAIN AND ROD15
PLASTIC LAMINATE TALL CABINET16
17 MOP SINK WITH WALL MOUNTED MOP CLIPS
18 HI / LOW ADA DRINKING FOUNTAINS
19 WALL MOUNTED COAT HOOKS
20 ADA RESTROOM WALL SIGNAGE
21 WALL TILE - REFER TO SHEET G106 FOR FINISH
a. FIELD TILE
b. ACCENT TILE
c. BULLNOSE TILE
d. 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 NOTES
22 TOILET PARTITION
23 PARTITION MOUNTED COAT HOOK
XX
24 NAPKIN/TAMPON VENDOR
6 PLASTIC LAMINATE COUNTER WITH 4"
BACKSPLASH ON 3 SIDES. COLOR TBD.2' - 1"3' - 8"6' - 1"1' - 0"6' - 1"4' - 3"2' - 1"5' - 6"
2' - 11"2' - 11"7' - 8"
3-IB-A713
3-IB-A713
11
7
13
12
9
8
3-IB-A713
11
3-IB-A713 6 OPH
SIM
OPH
SIM
11e
8b
12
5e
7b
1
22
2
4197a
1923
23
23
13
12
11d
6
2
4
11d 5e
12
6
2223
13
11e
8b
12
22
9 9
5' - 6"2' - 0"5' - 6"
5' - 5"
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:46:42 PM3-IB-A401PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLANS - RESTROOMS - INBOUND - 1STFLOOR07-14-2017S12014 1/4" = 1'-0"1 ENLARGED RESTROOM - INBOUND 1ST FLOOR
1/4" = 1'-0"2 ENLARGED RESTROOM - INBOUND 1ST FLOOR
1/4" = 1'-0"3 ENLARGED RESTROOM - INBOUND 1ST FLOOR
N
NORTH
N
NORTH
N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBY 1/4" = 1'-0"4 ENLARGED FLOOR PLAN - 1ST FLOOR
117
CONFORMED SET
11a
23
22
5e
1
7b
EXISTING WOMENS ROOM
A2-04
EXISTING MENS ROOM
A2-05
1' - 5"
EXISTING MENS ROOM
A2-05
EXISTING WOMENS ROOM
A2-04
3' - 5"5' - 9"3' - 1"
11a 11a
11a11a
11c 11c
11c11c
2
2 23
5e 5e 5e
5e
5e
5e
5e 5e
23 23
5e
5e
5e 5e
5e
23
5e5e5e5e5e5e
5e
23
7a
24
24
3a
12' - 2"5"1' - 0"10' - 0"1' - 0"
8 STALLS-CENTER ON TOILET +/- 36" EACH STALL
24' - 3"1' - 6"10' - 0"1' - 6"
7b 7a 7a 7a 7a 7a 7b
10 STALLS-CENTER ON TOILET +/- 36" EACH STALL
30' - 4 1/4"3' - 9"5' - 1"4' - 4"5' - 7"2' - 1"2' - 6"2' - 6"2' - 6"6' - 2"3' - 1"7' - 7"3' - 10"
6 STALLS-CENTER ON TOILET +/- 36" EACH STALL
18' - 2"
5e 5e 5e 5e 5e 5e 5e5e
5e5e5e
6c
23
23 23
EXISTING BABY CHANGING
COUNTER TO REMAIN
EXISTING
PAPER
TOWEL/TRASH
UNITS TO
REMAIN
NOTE:
1. ALL WC'S AND URINALS TO
REMAIN.
2. ALL TILE TO REMAIN. REPLACE
SEVERELY DAMAGED TILE TO MATCH
EXISTING.
3. REPAIR ALL DAMAGED AREAS ON
WALLS WERE FIXTURES ARE
CHANGED OR RELOCATED. PATCH
REPAIR AND REPAINT ALL RESTROOM
WALLS.
9"10' - 0"9"
5 STALLS-CENTER ON URINALS +/- 32" EACH
13' - 0"9"10' - 0"2' - 0"5' - 7"2' - 0"MODIFY EXISTING
PARTITION PER VENDING
MFG. INSTRUCTIONS FOR
SEMI RECESSED ADA
COMPLIANT DISPENSER.
22 TYP.
22 TYP.
MODIFY EXISTING
PARTITION PER VENDING
MFG. INSTRUCTIONS FOR
SEMI RECESSED ADA
COMPLIANT DISPENSER.
#
1 36" GRAB BAR
2 42" GRAB BAR
3 BABY CHANGING TABLE
a. SOLID SURFACE BABY CHANGING TABLE WITH
INTEGRAL 4" FRONT EDGE
b. STAINLESS STEEL RECESSED BABY CHANGING
STATION
c. SURFACE MOUNTED ADA CHANGING STATION
4 WALL/ FLOOR MOUNTED TOILET - FLUSH
VALVE ON OPEN SIDE OF SPACE IN ALL ADA
STALLS - REFER TO PLUMBING
5 TOILET PAPER DISPENSER
a. RECESS MOUNTED JUMBO TISSUE
DISPENSER
b. RECESS MOUNTED JUMBO TISSUE
DISPENSER WITH SANITARY NAPKIN DISPOSAL
c. NOT USED
d. NOT USED
e. PARTITION/WALL MOUNTED JUMBO
DISPENSER
7 SANITARY NAPKIN DISPOSAL
a. SHARED PARTITION MOUNTED
b. PARTITION SURFACE MOUNTED
c. RECESSED
8 MIRROR
a. 24" X 36" WALL MOUNTED
b. 24" X 48" WALL MOUNTED
c. 18" X 36" WALL MOUNTED
9 WALL MOUNTED URINAL
10 SOLID SURFACE COUNTER WITH 1 1/2"
INTEGRAL FRONT EDGE. COUNTER MOUNTED
AT 5'-0" AFF.
11 SINKS - REFER TO PLUMBING & ELECTRICAL
DRAWINGS
a. ADA SINGLE SOLID SURFACE TROUGH SINK
WITH TOUCHLESS HANDWASHING CONTROL
b. 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 CONTROLS
e. ADA COMPLIANT DROP IN SINK AND FAUCET
RESTROOM LEGEND
12 ADA WALL MOUNTED SOAP DISPENSER
13 ADA WALL MOUNTED DRYER
ADA COMPLIANT SHOWER SEAT14
SHOWER CURTAIN AND ROD15
PLASTIC LAMINATE TALL CABINET16
17 MOP SINK WITH WALL MOUNTED MOP CLIPS
18 HI / LOW ADA DRINKING FOUNTAINS
19 WALL MOUNTED COAT HOOKS
20 ADA RESTROOM WALL SIGNAGE
21 WALL TILE - REFER TO SHEET G106 FOR FINISH
a. FIELD TILE
b. ACCENT TILE
c. BULLNOSE TILE
d. 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 NOTES
22 TOILET PARTITION
23 PARTITION MOUNTED COAT HOOK
XX
24 NAPKIN/TAMPON VENDOR
6 PLASTIC LAMINATE COUNTER WITH 4"
BACKSPLASH ON 3 SIDES. COLOR TBD.
3-IB-A402
10' - 10 1/2"5"18' - 2"5"5"5' - 0"5"1' - 2 3/4"4' - 0"6' - 6"11' - 8 3/4"3
4
5
R 3' - 0"R 3'
-
0"
R 3' - 0"R 3' - 0"
5' - 9"6' - 8"5' - 9"
BABY
CHANGING
AREA
SPACE 1 SPACE 2
SPACE 3SPACE 4
5' - 0"
29' - 10 1/2"5"15' - 7 3/4"16' - 0 3/4"OPEN TO
BEYOND
3A3A
8B
11E
T2
T3
T4
T3
T2
T2T2
T2
PAINT
OPEN TO BEYOND
3A
3D
3C
UPPER LEVEL
16' - 0"
3 1/2"2' - 0"8 1/2"1' - 3 1/2"
FACE OF COLUMN
T2
3D
3C
PAINT
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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:47:06 PM3-IB-A402PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLANS - RESTROOM AND MOTHERSROOM - INBOUND - 2ND FLOOR07-14-2017S12014 1/4" = 1'-0"1 ENLARGED RESTROOM PLAN - INBOUND 2ND FLOOR REVISIONS#DATEDESCRIPTIONBYN
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
1/4" = 1'-0"2 MOTHER'S ROOM
1/2" = 1'-0"3 ELEVATION @ MOTHER'S ROOMN
NORTH
1/2" = 1'-0"4 MOTHER'S ROOM ELEV.
1/2" = 1'-0"5 MOTHER'S ROOM ELEV.
118
CONFORMED SET
1
7b
11a11c
2
23
5e
24
5e 5e 5e 5e 5e 5e 5e 5e 5e 5e
11a
11a
1
23
23
3a
7a
23 23 22
22
SINK, PAPER TOWEL,
AND SOAP DISPENSER
TO REMAIN
EXISTING BABY CHANGING TABLE
TO REMAIN. MODIFY TO INCLUDE
END PANEL. MATCH EXISTING
LAMINATE.
EQ 10' - 0"EQ
12' - 2"
EXISTING TOILET
SEAT COVER
DISPENSER TO
REMAIN
9 EQUAL STALLS @ +/- 2'-11" EA
35" MIN
37" MAX 9' - 6"
EQ EQ7a6' - 1"11b
2
5e
5e
5e
5e
22
2' - 6"5 STALLS @ +/- 2'-5 1/2" EA5' - 2"2' - 0"
5' - 1"4' - 5"3 EQUAL STALLS @ +/- 3'- 1/2" EA7' - 6"5' - 10"EXISTING MIRROR TO REMAIN
EXISTING MIRROR TO REMAIN
EXISTING TOILET
SEAT COVER
DISPENSER TO
REMAIN
EXISTING PAPER
TOWEL/TRASH
RECEPTACLE TO
REMAIN
EQ5' - 0"EQ3' - 6"
8B
8B
22222222
22 22 22 22 22
22
22
22
22
22
#
1 36" GRAB BAR
2 42" GRAB BAR
3 BABY CHANGING TABLE
a. SOLID SURFACE BABY CHANGING TABLE WITH
INTEGRAL 4" FRONT EDGE
b. STAINLESS STEEL RECESSED BABY CHANGING
STATION
c. SURFACE MOUNTED ADA CHANGING STATION
4 WALL/ FLOOR MOUNTED TOILET - FLUSH
VALVE ON OPEN SIDE OF SPACE IN ALL ADA
STALLS - REFER TO PLUMBING
5 TOILET PAPER DISPENSER
a. RECESS MOUNTED JUMBO TISSUE
DISPENSER
b. RECESS MOUNTED JUMBO TISSUE
DISPENSER WITH SANITARY NAPKIN DISPOSAL
c. NOT USED
d. NOT USED
e. PARTITION/WALL MOUNTED JUMBO
DISPENSER
7 SANITARY NAPKIN DISPOSAL
a. SHARED PARTITION MOUNTED
b. PARTITION SURFACE MOUNTED
c. RECESSED
8 MIRROR
a. 24" X 36" WALL MOUNTED
b. 24" X 48" WALL MOUNTED
c. 18" X 36" WALL MOUNTED
9 WALL MOUNTED URINAL
10 SOLID SURFACE COUNTER WITH 1 1/2"
INTEGRAL FRONT EDGE. COUNTER MOUNTED
AT 5'-0" AFF.
11 SINKS - REFER TO PLUMBING & ELECTRICAL
DRAWINGS
a. ADA SINGLE SOLID SURFACE TROUGH SINK
WITH TOUCHLESS HANDWASHING CONTROL
b. 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 CONTROLS
e. ADA COMPLIANT DROP IN SINK AND FAUCET
RESTROOM LEGEND
12 ADA WALL MOUNTED SOAP DISPENSER
13 ADA WALL MOUNTED DRYER
ADA COMPLIANT SHOWER SEAT14
SHOWER CURTAIN AND ROD15
PLASTIC LAMINATE TALL CABINET16
17 MOP SINK WITH WALL MOUNTED MOP CLIPS
18 HI / LOW ADA DRINKING FOUNTAINS
19 WALL MOUNTED COAT HOOKS
20 ADA RESTROOM WALL SIGNAGE
21 WALL TILE - REFER TO SHEET G106 FOR FINISH
a. FIELD TILE
b. ACCENT TILE
c. BULLNOSE TILE
d. 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 NOTES
22 TOILET PARTITION
23 PARTITION MOUNTED COAT HOOK
XX
24 NAPKIN/TAMPON VENDOR
6 PLASTIC LAMINATE COUNTER WITH 4"
BACKSPLASH ON 3 SIDES. COLOR TBD.
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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:48:19 PM3-IB-A403PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN - RESTROOM - INBOUND - 2NDFLOOR07-14-2017S12014REVISIONS#DATEDESCRIPTIONBY 1/4" = 1'-0"1 ENLARGED INBOUND 2ND FLOOR RESTROOM
119
CONFORMED SET
OPEN WORK AREAA1-26OFFICEA1-37OFFICEA1-36MECHANICAL ROOMA1-33INBOUND BAGGAGE CLAIMA1-06BAGGAGE BELT OVERHEADBAGGAGE BELT OVERHEADCORRIDORA1-34OFFICEA1-39STORAGEA1-40OFFICEA1-28OFFICEA1-29OFFICEA1-30IT OFFICE 3A1-22IT OFFICE 1A1-23IT OFFICE 2A1-24IT LABORATORYA1-21BAGGAGE BELT OVERHEADEXISTING MECHANICAL ROOMA1-19CORRIDORA1-16EXISTING ITA1-20COVERED AREAA1-42OPEN WORK AREAA1-35OVERSIZE BAGGAGE DROP AREA - BAG SLIDE DOOR - REFER TO SECTION ON SHEET 3-IB-A405OFFICEA1-38OFFICEA1-27OFFICEA1-31OFFICEA1-3217' - 5 1/2"8' - 5"6' - 0"9' - 10"19' - 11"14' - 5"15' - 3"8' - 11"16' - 3"12' - 0"18' - 0"17' - 10"12' - 2"15' - 0"5"33' - 6"13-IB-A301CORRIDORA1-25CANOPYA1-4115' - 5"5"35' - 6"5"12' - 9"5"9' - 0"5"27' - 4"11"INBOUND BAGGAGE CLAIMA1-06OVERSIZE BAGGAGE DROP AREA - BAG SLIDE DOORALPHA STORAGEA1-4318' - 6 1/4"4' - 1 1/2"10' - 5"EXISTING ITA1-15EXISTING ITA1-14INBOUND BAGGAGE CLAIMA1-0627' - 4 1/2"28' - 2"11' - 8"14' - 7"8' - 10"3' - 1 5/8"MECHANICAL ROOMA1-51MENS ROOMA1-17WOMENS ROOMA1-18ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING OFFICEA1-47BREAK ROOMA1-46REMOVE EXISTING METAL WALL PANELS AND REPLACE WITH GYPSUM WALL BOARD AND PAINT17' - 7"5"17' - 5"5"11' - 9"17' - 0 1/2"5"8' - 0"5"6' - 0"11"8' - 0"11"19' - 6"5"14' - 0"5"14' - 4"11"8' - 0"11"15' - 10"5"11' - 1"11"12' - 0"5"13' - 0"5"6' - 0"11"8' - 0"11"14' - 6"5"24' - 4"5"9' - 0"11"8' - 0"11"10' - 8"5"16' - 3"11"11' - 7"25' - 4"16' - 10"5"5' - 0"5"12' - 10"5"11' - 8"16' - 10"5"5' - 0"5"12' - 10"5"11' - 8"16' - 8"5"16' - 0"5"14' - 1"16' - 0"32' - 0"2B2B2B2B2B2B2B2B2B2B2B2B2B2B2B2B33333333333333333333333333333333REFER TO PHASE 1 DRAWINGS 1-NIE-A702 AND 1-NIE-A703 FOR NEW MARLITE EXTERIOR PANEL SYSTEM AND NEW INTERIOR FINISHES FOR ELEVATOR. CONSTRUCT FLOOR TO CEILING.REPLACE DOOR AND FRAME. VERIFY HEIGHT23-IB-A405FLOOR PLAN LEGEND:NEW WALLEXISTING WALLDOOR TAG FOR NEW DOORS1i101AFLOOR ELEVATIONWALL TYPE TAGREFER TO G114 & G115500 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 9:40:43 AM3-IB-A404PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN - OFFICES - INBOUND - 1STFLOOR07-14-2017S12014 1/8" = 1'-0"1ENLARGED PLAN - INBOUND 1ST FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44120CONFORMED SET
18"A20SWA43-IB-A40513 LANDINGS11' - 11"5' - 0"13 LANDINGS12' - 0"15' - 11 1/2"S2-0150412' - 4 1/2"8' - 0"16' - 0"NEW CONCRETE TOP LEVEL LANDINGRELOCATE EXISTING GUARD RAIL AND MODIFY TO NEW LAYOUT AS SHOWNRELOCATE EXISTING HAND RAIL. VERIFY 12" MIN. TOP LANDING EXTENSIONS AND 11" MIN. BOTTOM LANDING EXTENSIONS @ EACH HAND RAIL. MATCH EXISTING.RELOCATE EXISTING STEEL LANDING - LEVEL LANDINGNEW SCREENING SIGN WALLSEE ELEVATIONSNEW ONE-WAY EMERGENCY EXIT DOOR WITH PANIC HARDWAREKIDS PLAY AREAA2-06EXISTING WALL & COLUMNS TO REMAIN, TYP.28' - 6"1' - 6"28' - 10"29' - 5 1/2"30' - 3"40' - 11"NEW STOREFRONT GLAZINGEXISTING DOOR TO REMAINNEW KIDS AREA PLAY TOY VERIFY DESIGN WITH S.A.A. BEFORE BID23' - 3"6' - 0"5' - 2"NEW METAL STUD LOW WALL - VERIFY DESIGN WITH S.A.A. - DESIGN IS PART OF NEW PLAY EQUIPMENT BEFORE BID10' - 3"29' - 11"5' - 5"11' - 6"10' - 3"3A3A33333FLOOR LINE0"UPPER LEVEL16' - 0"SWARELOCATE AND MODIFY EXISTING GUARD RAIL TO FIT AS SHOWN14 RISERS8' - 0"RELOCATE AND MODIFY EXISTING HAND RAIL. VERIFY 11" MIN. BOTTOM LANDING EXTENSION. MATCH EXISTING. NEW ONE-WAY EMERGENCY EXIT DOOR WITH PANIC HARDWARENEW LIGHTWEIGHT CONCRETE OVER METAL DECK LANDING -REFER TO STRUCTURALSTEEL TUBE AND ANGLE HORIZONTAL BRACING BELOW METAL DECK - REFER TO STRUCTURALNEW STRUCTURAL STEEL SUPPORT COLUMNS FOR NEW LEVEL LANDING - REFER TO STRUCTURAL13 LANDINGS11' - 11"5' - 0"13 LANDINGS11' - 11"15' - 11"RELOCATE AND MODIFY EXISTING HAND RAIL. VERIFY 12" MIN. TOP LANDING EXTENSION. MATCH EXISTING.NEW STRUCTURAL STEEL SUPPORT COLUMNS FOR RELOCATED STEEL STAIRWAYREFER TO STRUCTURALRELOCATE AND MODIFY GUARD RAIL TO NEW LAYOUT AS SHOWN. FLOOR PLAN LEGEND:NEW WALLEXISTING WALLDOOR TAG FOR NEW DOORS1i101AFLOOR ELEVATIONWALL TYPE TAGREFER TO G114 & G1156"NEW METAL STUD WALLOVERHEAD SECURITY DOOR W/ MOTOR DRIVE - SECLECT MOTOR DRIVE FOR MOUNTING AS HIGH AS POSSIBLE & W/ MINIMUM PROJECTION FROM WALLS/S DOOR OPENING TRIM RE: ARCH. DWGS.STEEL ANGLE DOOR GUIDESS/S BAG SLIDE SURFACE & SIDE SKIRTS: 10GA, TYPE 304 #4 FINISH. FULLY ADHEREDTO 3/4" F.R. PLYWOOD SUBSTRATE SCREWEDTO ANGLE FRAME.2"x2"X3/16" STEEL ANGLE FRAME: 1'-6" O.C.MAX UNDER HOR. DECK, 2'-8" O.C. MAXBACKING VERT. DECK SUPPORTING SKIRTS.EXP. ANCHOR IN 2 LOCATIONS IN EACH OF3 TRANSVERSE FLOOR ANGLES8'-0" BAGGAGE SLIDE LENGTH1' - 4"4' - 0"4"3-IB-A405563-IB-A405VERIFY1/2" MINVERIFYEXTERIORCONT. CLEATALIGN W/FACE OFDOOR GUIDECON'T 2X FASTENDTO STUDS. EXTEND4" BEYOND JAMB(TYP)COUNTER SINKFASTENERSROLLING DOORCOILING DOORGUIDE BEYOND10 GA S/S SILLBAGGAGE CLAIM1"1' - 4"3"METAL WALL PANEL OVER TREATED 5/8" PLYWOOD14 GA. STUDS10 GA S/SALL EXPOSEDSURFACES3/4" PLYWOODSTL. ANGLEFRAME6"1 3/4"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.rvt10/4/2017 9:32:14 AM3-IB-A405PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLANS - EXTERIOR STAIRS AND PLAYROOM - INBOUND - 2ND FLOOR07-14-2017S12014 1/8" = 1'-0"1EXIT STAIRWAY PLAN - INBOUND 1/8" = 1'-0"3KID'S AREA PLAN - INBOUND 2ND FLOORNNORTHNNORTH 1/8" = 1'-0"4STAIRWAY SECTION - INBOUNDORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY 1" = 1'-0"2OVERSIZED BAGGAGE SLIDE SECTION 3" = 1'-0"5BAGGAGE SLIDE DETAIL 1 3" = 1'-0"6BAGGAGE SLIDE DETAIL 2121CONFORMED SET
A12A10A8A6A11A9A7AALK.9AK3AK23-IB-A406SLOPE 1:12SMOKING DECKA2-02EXISTING WAITING AREAA2-01V.I.F.89' - 1"24' - 0"SHORTEN EXISTING DOWNSPOUTS ROUTE WATER TO DISCHARGE ON NEW CANOPY ROOFPRE-FINISHED ALUMINUM GUTTER AND DOWNSPOUTSDSDSFLOOR LINE0"UPPER LEVEL16' - 0"SKYWALKPARAPET32' - 0"AALK.9AK3SKYWALKCORRIDOR13' - 10"NEW STANDING SEAM METAL ROOFING BY MBCI MODEL ULTRA DEK OVER PEEL AND STICK MEMBRANE OVER 5/8" EXTERIOR SHEATHING OVER METAL DECKING6X6 CONTINUOUS PRE-FINISHED ALUMINUM GUTTER AND 4X4 DOWNSPOUTS3-IB-A4063A12A10A8A6A11A9A7AALK.9AK3AK23-IB-A40689' - 1"24' - 0"EXISTING DECK ABOVEHEM3/4"EXISTING WALL PANEL12" O/CPOP RIVETFASTENER:(3/PANEL)SEAMSSEALANT BEAD ALONGEDGE OF CLOSURE ANDOVER TOP OF PANELSEAMS, SET ON TAPEZEE CLOSURE, CUT TOFIT BETWEEN PANELSEALANTSEAM METAL ROOF PANELBOX PANEL ENDS(2) FASTENERSPANEL CLIP W/WALL FLASHINGROOF TOEXISTING WALL SUBSTRATEEXISTING WALL PANELING TO REMAINCONTINUOUS CLOSURE STRIPCONTINUOUS CLOSURE STRIPCONTINUOUS PEEL AND STICK MEMBRANE5/8" EXTERIOR SHEATHINGMETAL DECKREFER TO STRUCTURAL FOR STRUCTURAL CONNECTION TO EXISTING 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.rvt8/25/2017 11:17:38 AM3-IB-A406PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLANS AND DETAILS - REAR CANOPY -INBOUND07-14-2017S12014 1/8" = 1'-0"1REAR CANOPY ROOF PLAN - INBOUNDNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/8" = 1'-0"2SECTION THROUGH NEW CANOPY 1/8" = 1'-0"4REAR CANOPY FLOOR PLANNNORTH 3" = 1'-0"3WALL CONNECTION DETAIL AT REAR CANOPYREVISIONS# DATEDESCRIPTIONBY3 08-25-2017 ADDENDUM 333122CONFORMED SET
SECURITY EXITA2-08LOBBYA2-09EXISTING IT ROOMA2-10ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING WAITING AREAA2-01NEW STOREFRONT GLAZING WALL ASSEMBLY MOUNTED ON TOP OF EXISTING LOW WALL WITH NEW STOREFRONT WINDOWS - PREP SILL TO RECEIVE NEW STOREFRONT AND PATCH REPAIR AND REPAINT AREA6' - 6 1/2"34' - 4"1' - 5 3/4"NEW STOREFRONT GLAZING WALL ASSEMBLYNEW STOREFRONT GLAZING WALL ASSEMBLY NEW "ONE WAY" SECURITY EXITEXISTING ELEVATORS TO REMAINEXISTING ESCALATOR AND STAIRS TO REMAIN3-IB-A40723-IB-A407316' - 2 3/4"3-IB-A4073SIM3-IB-A407446' - 8 1/2"27' - 0 1/2"4' - 4 1/4"9' - 7 1/2"10' - 3"9' - 7 1/2"10' - 0"R 7' - 9 1/2"PAINTED SOFFITMARLITE PANEL SYSTEM16' - 3"3' - 0"3' - 0"3' - 0"4' - 8"4' - 8"4' - 8"4' - 8"4' - 8"4' - 8"4' - 8"4' - 8"4' - 8"4' - 7"BAGGAGE CLAIMNO RE-ENTRYSAA APPROVED GRAPHICS INTEGRATED INTO STOREFRONT GLAZING WALLKAWNEER TRIFAB 451 STOREFRONT OR APPROVED EQUAL53-IB-A4079' - 0"4' - 5 1/4"4' - 5 1/4"4' - 5 1/4"4' - 5 1/4"4' - 5 1/4"4' - 5 1/4"9' - 0"1' - 6"63-IB-A407TYP3' - 8 1/2"3' - 8 1/2"1' - 4"2' - 4"1' - 0"3' - 0"3' - 0"1' - 0"1' - 4"10' - 4"MARLITE PANEL SYSTEM4' - 8"4' - 8"4' - 8"4' - 8"4' - 8"4' - 8"4' - 8"4' - 8"4' - 8"4' - 9"3' - 0"3' - 0"3' - 0"SAA APPROVED GRAPHICS INTEGRATED INTO STOREFRONT GLAZING WALLMARLITE PANEL SYSTEM OVER GYPSUM WALL BOARD OVER METAL STUDSKAWNEER TRIFAB 451 STOREFRONT OR APPROVED EQUAL1' - 4"9' - 0"63-IB-A407UPPER LEVEL16' - 0"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 REMOVABLE FRONT PLATE. ATTACH TO STOREFRONT SYSTEM3/16" POLYCARB PANEL WITH APPLIED GRAPHIC ART9' - 0"3' - 0"3' - 0"3' - 0"6" 20 GAUGE METALSTUDS AT 24" O.C.CONTINUOUS RUNNERS -TOP AND BOTTOM3 5/8" CONTINUOUSRUNNERSUSPENDED 5/8"GYPSUM WALL BOARD -PAINTED5/8" GYPSUM WALLBOARD PAINTEDGRAPHICS INSERT -REFER TOSPECIFICATIONSKAWNEER TRI FAB 451INTERIOR STOREFRONTSYSTEMANGLED WALLSUPPORTS AT 48" O.C. -ALTERNATE STUD ANGLEEVERY OTHER STUD -FASTEN TO DECK ABOVESECURITY EXITA2-08EXISTING WAITING AREAA2-01CEILING HEIGHT10' - 0"EXST CEILING HEIGHT10' - 4"WALL HEIGHT9' - 0"6"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.rvt10/4/2017 11:33:03 AM3-IB-A407PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN AND INTERIOR ELEVATIONS -SECURITY EXIT - INBOUND07-14-2017S12014 1/8" = 1'-0"1SECURITY EXIT PLAN - INBOUND 2ND FLOOR 1/4" = 1'-0"2ONE-WAY SECURITY EXIT ELEVATION - INBOUND 2ND FLOOR 1/4" = 1'-0"3ELEVATION @ SECURED EXITNNORTH 1/4" = 1'-0"4ELEVATION @ SECURED EXIT 3" = 1'-0"5SECTION @ SECURITY EXIT GLASSORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY 1 1/2" = 1'-0"6SECTION DETAIL @ STOREFRONT123CONFORMED SET
MENS ROOMA1-07WOMENS ROOMA1-08FAMILY RESTROOMA1-09JANITORA1-10CORRIDORA1-11ALPHA STORAGEA1-43INBOUND BAGGAGE CLAIMA1-06FAMILY RESTROOMA1-01MENS ROOMA1-02JANITORA1-03WOMENS ROOMA1-04EXISTING MECHANICAL ROOMA1-05EXISTING ITA1-14EXISTING ITA1-15ELEVATOR 1A1-11MENS ROOMA1-17WOMENS ROOMA1-18CORRIDORA1-16EXISTING ITA1-20EXISTING MECHANICAL ROOMA1-19COVERED AREAA1-42IT LABORATORYA1-21IT OFFICE 3A1-22IT OFFICE 1A1-23IT OFFICE 2A1-24OFFICEA1-28OFFICEA1-29OFFICEA1-30OFFICEA1-31OFFICEA1-27OPEN WORK AREAA1-26MECHANICAL ROOMA1-33OFFICEA1-32CORRIDORA1-34OFFICEA1-36OPEN WORK AREAA1-35OFFICEA1-37OFFICEA1-38OFFICEA1-39STORAGEA1-40CANOPYA1-41EXISTING OFFICEA1-47BREAK ROOMA1-46EXISTING STORAGE ROOMA1-44EXISTING MECHANICAL ROOMA1-45RESTROOMA1-48RESTROOMA1-49A1-01A1-09A1-11A1-06A1-43A1-49A1-48A1-20A1-25A1-06AA1-34AA1-34A1-37A1-38A1-39A1-40A1-36A1-35A1-41A1-28A1-27A1-26AA1-29A1-30A1-31A1-32A1-33A1-26A1-21A1-22A1-23A1-24A1-03A1-45A1-05A1-51A1-51AMECHANICAL ROOMA1-51A1-19A1-34BA1-06BA1-26BWALL 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.rvt10/2/2017 10:23:51 AM3-IB-A601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAKEY PLAN - INBOUND - 1ST FLOOR07-14-2017S12014 1/16" = 1'-0"1KEY PLAN - OUTBOUND 1ST FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY124CONFORMED SET
ADD 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 Firm 12" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/2/2017 1:58:37 PM3-IB-A602PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR SCHEDULE - INBOUND - 1ST FLOOR07-14-2017S12014DOOR SCHEDULE - INBOUND 1ST FLOORSAA #CARDREADERDoor # Room NameDoor SizeDoorLabelDetailsFrameHardware SetCommentsWidth Height Thickness Door Material Door FinishHeadJamb Threshold MaterialFinishNO A1-01 FAMILY RESTROOM 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORE STAIN FAMILYRESTROOM7/3-SW-A603 8/3-SW-A603 HOLLOW METAL PAINT 1NO A1-03 JANITOR3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT2NO A1-05 MECHANICAL ROOM 6' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT12VERIFY DOOR HEIGHT SIZE IN FIELD BASED ON NEW FLOORTOPPINGYES A1-06 INBOUND BAGGAGECLAIM3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY4/3-SW-A604 5/3-SW-A604 6/3-SW-A604 HOLLOW METAL PAINT10N/A A1-06A INBOUND BAGGAGECLAIM6' - 0" 4' - 0" 1 3/4" ALUMINUMPREFINISHED OVERSIZEDBAGGAGE DROP1/3-SW-A604 2/3-SW-A604ALUMINUM PREFINISHED4YES A1-06B INBOUND BAGGAGECLAIM5' - 0" 4' - 6" 1 3/4" STEELPREFINISHEDN/A 12/3-SW-A603 13/3-SW-A603STEELPAINTREMOTE DOOR OPERATOR BYBAGGAGE SYSTEM SUPPLIERROLL UP DOOR - BY BAGGAGE BELT SUPPLIERNO A1-09 FAMILY RESTROOM 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAINFAMILYRESTROOM7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT1NO A1-11 JANITOR3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT2NO A1-19 EXISTINGMECHANICAL ROOM6' - 0" 7' - 0" 1 3/4" EXISTINGEXISTINGEXISTINGEXISTINGEXSTADD PANIC HARDWARE TO EXISTING DOUBLE DOORNO A1-20 IT LABORATORY 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT2YES A1-21 IT LABORATORY 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT13NO A1-22 IT OFFICE 33' - 0" 7' - 0"1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-23 IT OFFICE 13' - 0" 7' - 0"1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-24 IT OFFICE 23' - 0" 7' - 0"1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-25 CORRIDOR3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN AUTHORIZEDPERSONNELONLY7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT6NO A1-26 CORRIDOR3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT8NO A1-26A CORRIDOR3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT8YES A1-26B CORRIDOR5' - 0" 4' - 6" 1 3/4" STEELPREFINISHEDN/A12/3-SW-A603 13/3-SW-A603STEELPAINTREMOTE DOOR OPERATOR BYBAGGAGE SYSTEM SUPPLIERROLL UP DOOR - BY BAGGAGE BELT SUPPLIERNO A1-27 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-28 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-29 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-30 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-31 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-32 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-33 MECHANICAL ROOM 4' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT MECHANICALROOM7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT2NO A1-34 CORRIDOR3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN AUTHORIZEDPERSONNELONLY7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT6N/A A1-34A INBOUND BAGGAGECLAIM6' - 0" 4' - 0" 1 3/4" ALUMINUMPREFINISHED OVERSIZEDBAGGAGE DROP1/3-SW-A604 2/1-LD-A601ALUMINUM PREFINISHED4ROLL UP DOOR - BY BAGGAGE BELT SUPPLIERYES A1-34B CORRIDOR5' - 0" 4' - 6" 1 3/4" STEELPREFINISHED12/3-SW-A603 13/3-SW-A603STEELPAINTREMOTE DOOR OPERATOR BYBAGGAGE SYSTEM SUPPLIERROLL UP DOOR - BY BAGGAGE BELT SUPPLIERNO A1-35 CORRIDOR3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT8NO A1-36 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-37 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-38 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-39 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7NO A1-40 OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT7YES A1-41 CORRIDOR4' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY4/3-SW-A604 5/3-SW-A604 6/3-SW-A604 HOLLOW METAL PAINT9YES A1-43 ALPHA STORAGE 6' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY7/3-SW-A603 SIM 8/3-SW-A603 SIMHOLLOW METAL PAINT5NO A1-45 EXISTINGMECHANICAL ROOM6' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT MECHANICALROOM1/3-SW-A603 2/3-SW-A603 3/3-SW-A603 HOLLOW METAL PAINT12NO A1-48 RESTROOM3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAINUNISEXRESTROOM7/3-SW-A603 8/3-SW-A603STEELPAINT1NO A1-49 RESTROOM3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAINUNISEXRESTROOM7/3-SW-A603 8/3-SW-A603HOLLOW METAL PAINT3NO A1-51 MECHANICAL ROOM 6' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY4/3-SW-A604 5/3-SW-A604 6/3-SW-A604 HOLLOW METAL PAINT11ADD PANIC HARDWARENO A1-51A MECHANICAL ROOM 3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY4/3-SW-A604 5/3-SW-A604 6/3-SW-A604 HOLLOW METAL PAINT2ADD PANIC HARDWAREGENERAL 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. V.I.F. REVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 44125CONFORMED SET
UPA2-01SKYWAY POD 1S2-01??EXISTING WAITING AREAA2-01LOBBYA2-09SECURITY EXITA2-08EXISTING WAITING AREAA2-01KIDS PLAY AREAA2-06??EXISTING WOMENS ROOMA2-04A2-09A2-01A3" LW Concreteon 2" Metal DeckA2-083" LW Concreteon 2" Metal DeckEXISTING CURRENCY EXCHANGE DESK TO REMAINWALL 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.rvt8/24/2017 2:38:03 PM3-IB-A603PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAKEY PLAN AND DOOR SCHEDULE - INBOUND - 2NDFLOOR07-14-2017S12014 1/16" = 1'-0"1KEY PLAN - INBOUND 2ND FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDDOOR SCHEDULE - INBOUND 2ND FLOORSAA #CARDREADERDoor #Room NameDoor SizeDoorLabelDetailsFrameHardwareSetCommentsWidth Height Thickness Door Material Door FinishHead Jamb Threshold MaterialFinishNO A2-01 EXISTING WAITING AREA21' - 8" 11' - 2"1 3/4" STEELPREFINISHED2/3-SW-A301 3/3-SW-A301 2/3-SW-A301 STEELPREFINISHED 4 ROLL UP FIRE DOORNO A2-01A EXISTING WAITING AREA22' - 0" 9' - 6" 1 3/4" ALUMINUMPREFINISHED2/3-SW-A301 3/3-SW-A301 2/3-SW-A301 ALUMINUM PREFINISHED 14 AUTOMATIC DOOR BY NANAWALL SL45 OR EQUALNO A2-01D STORAGE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/1-LD-A602 8/1-LD-A601HOLLOW METAL PAINT10NO A2-01E INTERVIEW3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN INTERVIEW 7/1-LD-A6028/1-LD-A601HOLLOW METAL PAINTNO A2-01F STORAGE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/1-LD-A602 8/1-LD-A601HOLLOW METAL PAINT10NO A2-01G OFFICE3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/1-LD-A602 8/1-LD-A601HOLLOW METAL PAINT7NO A2-01H RESTROOM3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAINUNISEX -RESTROOM7/1-LD-A602 8/1-LD-A601HOLLOW METAL PAINT5NO A2-08 SECURITY EXIT6' - 0" 7' - 0" 1 3/4" ALUMINUMPREFINISHED ONE WAYSECURITY EXIT4/3-SW-A605ALUMINUM PREFINISHED 15N0 A2-09 LOBBY6' - 0" 7' - 0" 1 3/4" ALUMINUMPREFINISHED ONE WAYSECURITY EXIT4/3-SW-A605ALUMINUM PREFINISHED 15REVISIONS# DATEDESCRIPTIONBY3 08-25-2017 ADDENDUM 33126CONFORMED SET
NEW KID'S PLAY
AREA
EXISTING WAITING AREA
A2-01
EXISTING WOMENS ROOM
A2-04
EXISTING MENS ROOM
A2-05
KIDS PLAY AREA
A2-06
CONCESSION
A2-07
NEW WINDOWS IN EXISTING WALL
12 126' - 0"3' - 0"3' - 0"20' - 0"
5' - 0"5' - 0"5' - 0"5' - 0"
WINDOW TYPE 12
KAWNEER IR501T
WITH INSULATED
GLAZING
EXISTING PURLIN
FRAMING
EXISTING PURLIN
FRAMING TO BE
REMOVED
NEW PURLIN
FRAMING TO
MATCH EXISTING
NEW WINDOW
OPENING IN
EXISTING WALL
DEMO WORK FOR NEW WALL OPENINGS WILL REQUIRE REMOVAL OF HORIZONTAL
METAL BUILDING WALL PURLIN. GC SHALL CUT OUT AS REQUIRED. WALL OPENINGS
SHALL BE REINFORCED WITH NEW 8" STUD PURLINS PER ATTACHED DIAGRAM.
NEW PURLIN FRAMING TO
MATCH EXISTING
NOTE: EXISTING WALL
CONSTRUCTION IS
ASSUMED. CONTRACTOR
TO V.I.F.
HOLLOW METAL FRAME OR
SIMILAR
SEALANT - BOTH
SIDES
3/8" SHIM
4"
5/8" GYPSUM WALL BOARD -
PAINTED
CORNER J-BEAD
7/8" THICK 3 COAT SMOOTH FINISH
STUCCO - PAINTED
WINDOW GLAZING
6" 20 GAUGE METAL STUDS
@ 16" O.C.
R-13 BATT INSULATION5/8 EXTERIOR GRADE DENSGLASS
GOLD SHEATHING
SELF-FURRED, DIAMOND MESH
GALVANIZED METAL LATH PAPER BACKED
2.5 LBS/SQ. YARD OVER TYVEK BUILDING
WRAP FINISH INFORMATION.
DOUBLE STUD HEADER OR
PURLIN - V.I.F. EXISTING
STRUCTURE AND MATCH
HOLLOW METAL FRAME OR
SIMILAR
SEALANT - BOTH
SIDES
3/8" SHIM
4"
5/8" GYPSUM WALL BOARD -
PAINTED
CORNER J-BEAD
DOUBLE STUD HEADER OR
PURLIN - V.I.F. EXISTING
STRUCTURE AND MATCH
7/8" THICK 3 COAT SMOOTH FINISH
STUCCO - PAINTED
WINDOW GLAZING
6" 20 GAUGE METAL STUDS
@ 16" O.C.
R-13 BATT INSULATION5/8 EXTERIOR GRADE DENSGLASS
GOLD SHEATHING
SELF-FURRED, DIAMOND MESH
GALVANIZED METAL LATH PAPER
BACKED 2.5 LBS/SQ. YARD OVER
TYVEK BUILDING WRAP FINISH
INFORMATION.
METAL FRAME
SILL TOP TRIM PIECE
5/8" GYPSUM WALL BOARD -
PAINTED
THROUGH WALL ALUMINUM WALL CAP
METAL SUB STILL
3/8" SHIM
7/8" THICK 3 COAT
SMOOTH FINISH
STUCCO - PAINTED
WINDOW GLAZING
V.I.F. EXISTING STRUCTURE
AND MATCH
R-13 BATT INSULATION5/8 EXTERIOR GRADE
SHEATHING
SELF-FURRED, DIAMOND MESH
GALVANIZED METAL LATH PAPER
BACKED 2.5 LBS/SQ. YARD OVER
TYVEK BUILDING WRAP FINISH
INFORMATION.
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:51:05 PM3-IB-A604PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWINDOW SCHEDULE AND KEY PLAN - INBOUND07-14-2017S12014REVISIONS#DATEDESCRIPTIONBY 1/8" = 1'-0"1 WINDOW SCHEDULE KEY PLAN - INBOUND 2ND FLOOR
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/4" = 1'-0"2 WINDOW TYPES
1/2" = 1'-0"4 EXISTING WALL OPENING DETAIL
3" = 1'-0"5 WINDOW HEAD DETAIL
3" = 1'-0"6 WINDOW JAMB DETAIL
3" = 1'-0"7 WINDOW SILL DETAIL
127
CONFORMED SET
UP
OFFICE
A1-36
MECHANICAL ROOM
A1-33
IT OFFICE 1
A1-23
IT OFFICE 2
A1-24
IT LABORATORY
A1-21
JANITOR
A1-03
MENS ROOM
A1-02
FAMILY RESTROOM
A1-01
FAMILY RESTROOM
A1-09
JANITOR
A1-10
WOMENS ROOM
A1-08
MENS ROOM
A1-07
INBOUND BAGGAGE CLAIM
A1-06
EXISTING IT
A1-14
EXISTING IT
A1-15
CORRIDOR
A1-16
EXISTING IT
A1-20
EXISTING MECHANICAL ROOM
A1-19
WOMENS ROOM
A1-18
MENS ROOM
A1-17
POD 1
S1-01
EXISTING MECHANICAL ROOM
A1-45
BREAK ROOM
A1-46
OPEN WORK AREA
A1-26
OPEN WORK AREA
A1-35
EXISTING MECHANICAL ROOM
A1-05
WOMENS ROOM
A1-04
ELEVATOR ROOM
A1-13
COVERED AREA
A1-42
ALPHA STORAGE
A1-43
RESTROOM
A1-49
RESTROOM
A1-48
CORRIDOR
S1-05
ELEVATOR 1
A1-11
ELEVATOR 2
A1-12
CORRIDOR
A1-11
CORRIDOR
A1-34
OFFICE
A1-39
STORAGE
A1-40
OFFICE
A1-28
OFFICE
A1-29
OFFICE
A1-30
IT OFFICE 3
A1-22
TERRAZZO FLOORING
TERRAZZO FLOORING
ELECTRICAL
S1-03
CANOPY
A1-41
OFFICE
A1-38
OFFICE
A1-37
OFFICE
A1-27 OFFICE
A1-31
OFFICE
A1-32
IT
S1-04
EXISTING OFFICE
A1-47
EXISTING STORAGE ROOM
A1-44
CORRIDOR
A1-25
1' - 0"22' - 7"
2' - 6 1/2"2' - 6 1/2"
32' - 4 1/2"
2' - 6 1/2"2' - 6"
10' - 3"
R 88' - 5 3/4"R 88 ' - 5 3 /4 "R 15' - 0"24' - 0"83' - 2 1/2"4' - 11"4' - 1"15' - 5 1/2"4' - 3 1/2"R 88 ' - 5 3 /4 "
R 88' - 5 3/4"
1' - 4"14' - 1"12' - 7"15' - 4"14' - 2 1/2"12' - 9 1/2"
2' - 2"
13' - 2 1/2"8' - 0"12' - 11 1/2"15' - 4"13' - 6"5' - 8 1/2"R 48' - 6 1/4"R 48'
- 0"R 71'
- 9 1/2"2' - 6 1/2"2' - 6 1/2"
R 88' - 5 3/4"R 8 8 ' - 5 3 /4 "R 15' - 0"EQ EQ
43' - 1"
43' - 1"R 15' - 0"EQ EQ
43' - 1"
EQ EQ
MECHANICAL ROOM
A1-51
REFER TO PHASE 1 DRAWINGS
1-NIE-A702 AND 1-NIE-A703 FOR
NEW MARLITE EXTERIOR
PANEL SYSTEM AND NEW
INTERIOR FINISHES FOR
ELEVATOR. CONSTRUCT
FLOOR TO CEILING.
PAINT EXISTING DOORS ON
BAGGAGE CLAIM SIDE TO
MATCH OTHER DOORS IN SPACE
FINISH LEGEND
CARPET
CARPET ACCENT
CARPET ACCENT
VCT
TILE FLOORING
TERRAZZO TILE
TERRAZZO TILE ACCENT
TERRAZZO TILE ACCENT
CHILDREN PLAY AREA
FLOORING
SEALED CONCRETE
RECESSED WALK-OFF MAT
MILLWORK
GENERAL NOTES
1. 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 WALL
FLOOR TILE INSTALLATION NOTES
1. 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 PAINT
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:51:39 PM3-IB-A701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN - INBOUND - 1ST FLOOR07-14-2017S12014 1/16" = 1'-0"1 FLOOR FINISH PLAN - INBOUND 1ST FLOOR N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBY128
CONFORMED SET
SECURITY EXIT
A2-08
LOBBY
A2-09
EXISTING WAITING AREA
A2-01
KIDS PLAY AREA
A2-06
EXISTING IT ROOM
A2-10
SMOKING DECK
A2-02
EXISTING WOMENS ROOM
A2-04
EXISTING MENS ROOM
A2-05
EXISTING FINISHES TO REMAIN
EXISTING FINISHES
TO REMAIN
EXISTING FINISHES
TO REMAIN
EXISTING FINISHES
TO REMAIN EXISTING FINISHES
TO REMAIN
ELEVATOR 1
A1-11
DUTY FREE
EXISTING FINISHES
TO REMAINR
2
0' - 0"R 24' - 0"R 4 9 ' - 1 3 /4 "R 53' - 1 3/4"R 80' - 0"10' - 10"5' - 1"14' - 0 1/2"
2' - 2"4' - 0"8 1/2"11' - 0"4' - 0"13' - 8"4' - 0"4' - 0"
15' - 3 1/2"
1' - 6"
17' - 1"4' - 0"
R 1 6 ' - 0 "R 16' - 0"6' - 0"R 20' - 0"21' - 10 1/2"
20' - 0"2' - 8"1' - 6"69.29°R 50' - 3 7/8"4' - 0"4' - 0"4' - 6"13' - 8"29' - 5"17' - 8"
1' - 6"
6' - 0"1' - 6"4' - 0"R 23' - 5"R 2 1 ' - 5 "5' - 5"5' - 7"R 6' - 0"R 16' - 2"2' - 9"3' - 11"
EXISTING CASH
EXCHANGE DESK
EXISTING GATE
DESK, COVER WITH
MARLITE PANELS
AND NEW SOLID
SURFACE
TRANSACTION
COUNTER MEW MARLITE GATE
DESK WITH SOLID
SURFACE COUNTER AND
TRANSACTION COUNTER
MOTHER'S ROOM
A2-11
3-IB-A407
4
TZ1
TZ2
TZ3
TZ3
TZ3
TZ3
TZ2
TZ2
TZ2
TZ1
TZ1
C1
C1
T1
RF 6' - 0"6' - 2"
5' - 9"
C1
C1C1
C1
C1
R 18' - 4"R 22' - 4"
11' - 3 1/2"11' - 1 1/2"REFER TO PHASE 1
DRAWINGS 1-NIE-A702 AND 1-
NIE-A703 FOR NEW EXTERIOR
MARLITE WALL SYSTEM AND
NEW INTERIOR FINISHES FOR
ELEVATOR. CONSTRUCT
FLOOR TO CEILING
C1
FINISH LEGEND
CARPET
CARPET ACCENT
CARPET ACCENT
VCT
TILE FLOORING
TERRAZZO TILE
TERRAZZO TILE ACCENT
TERRAZZO TILE ACCENT
CHILDREN PLAY AREA
FLOORING
SEALED CONCRETE
RECESSED WALK-OFF MAT
MILLWORK
(NOTE: NOT ALL FINISHES SHOWN ON THIS SHEET)
GENERAL NOTES
1. 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 WALL
FLOOR TILE INSTALLATION NOTES
1. 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 PAINT
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:52:14 PM3-IB-A702PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN - INBOUND - 2ND FLOOR07-14-2017S12014 1/16" = 1'-0"1 FLOOR FINISH PLAN - INBOUND 2ND FLOOR ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBY129
CONFORMED SET
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\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt8/24/2017 3:14:46 PM3-IB-A703PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH SCHEDULE - INBOUND07-14-2017S12014FINISH SCHEDULE - INBOUND 1ST FLOORRM. NO.ROOM NAMEAreaFLOORBASEWALL FINISHESCEILINGNOTESNorth Finish East Finish South Finish West FinishA1-01 FAMILY RESTROOM82 SFCERAMIC TILE CERAMIC TILETILE TILE TILE TILEPAINT WALL TILE TO 48" A.F.F.A1-02 MENS ROOM285 SFPORCELAIN TILE CERAMIC TILE TILE TILE TILE TILEPAINT WALL TILE TO 48" A.F.F.A1-03 JANITOR67 SF SEALED CONCRETEVINYLEXPOSEDA1-04 WOMENS ROOM342 SFPORCELAIN TILE CERAMIC TILETILE TILE TILE TILEPAINT WALL TILE TO 48" A.F.F.A1-05 EXISTING MECHANICAL ROOM 560 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTINGA1-06 INBOUND BAGGAGE CLAIM 27593 SF TERRAZZO TILETILE PAINT PAINT PAINT PAINT CEILING TILES/ SOFFITSALL SOFFITS TO BE PAINTEDA1-07 MENS ROOM420 SFPORCELAIN TILETILE TILETILE TILE TILEPAINTA1-08 WOMENS ROOM433 SFPORCELAIN TILETILE TILE TILETILE TILEPAINTA1-09 FAMILY RESTROOM107 SFPORCELAIN TILETILE TILE TILE TILE TILEPAINTA1-10 JANITOR150 SF SEALED CONCRETEVINYLEXPOSEDA1-11 ELEVATOR 1104 SFEXISTINGN/AN/AEXTERIOR OF ELEVATORS TO RECEIVE PANELING. REFER TO ELEVATIONSA1-11 CORRIDOR225 SFTERRAZZO TILETILEPAINT PAINT PAINT PAINT CEILING TILES/ SOFFITSALL SOFFITS TO BE PAINTEDA1-12 ELEVATOR 269 SFEXISTINGN/AN/A EXTERIOR OF ELEVATORS TO RECEIVE PANELING. REFER TO ELEVATIONSA1-13 ELEVATOR ROOM72 SFEXISTINGEXISTING EXISTING EXISTING EXISTINGEXISTING EXISTINGA1-14 EXISTING IT110 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTINGA1-15 EXISTING IT90 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTINGA1-16 CORRIDOR547 SF SEALED CONCRETEVINYL PAINT PAINT PAINT PAINT EXPOSEDA1-17 MENS ROOM166 SFVCT - V1VINYL FRP/PAINT FRP/PAINT FRP/PAINT FRP/PAINT PAINTA1-18 WOMENS ROOM177 SFVCT - V1VINYL FRP/PAINT FRP/PAINT FRP/PAINT FRP/PAINT PAINTA1-19 EXISTING MECHANICAL ROOM 620 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTINGA1-20 EXISTING IT270 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTINGA1-21 IT LABORATORY721 SFCARPETVINYL PAINT PAINT PAINT PAINT EXPOSEDA1-22 IT OFFICE 3171 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-23 IT OFFICE 1223 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-24 IT OFFICE 2156 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-25 CORRIDOR216 SF SEALED CONCRETEVINYL PAINT PAINT PAINT PAINT EXPOSEDA1-26 OPEN WORK AREA566 SFCARPETVINYLCEILING TILESA1-27 OFFICE186 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-28 OFFICE227 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-29 OFFICE163 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-30 OFFICE167 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-31 OFFICE115 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-32 OFFICE215 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-33 MECHANICAL ROOM598 SF SEALED CONCRETEVINYL PAINT PAINT PAINT PAINT EXPOSED USE PLYWOOD BACKER BOARD FOR ALL WALL MOUNTED ITEMSA1-34 CORRIDOR495 SF SEALED CONCRETEVINYL PAINT PAINT PAINT PAINT EXPOSEDA1-35 OPEN WORK AREA303 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-36 OFFICE151 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-37 OFFICE211 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-38 OFFICE209 SFCARPETVINYL PAINT PAINT PAINT PAINTA1-39 OFFICE200 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-40 STORAGE94 SFCARPETVINYL PAINT PAINT PAINT PAINT CEILING TILESA1-41 CANOPY2534 SFEXTERIOR, REFER TO PLANS AND ELEVATIONSA1-42 COVERED AREA7764 SF SEALED CONCRETEN/A N/A N/A N/A N/AN/AA1-43 ALPHA STORAGE2184 SF SEALED CONCRETEVINYL PAINT PAINT PAINT PAINT EXPOSED CORNER GUARDS TO 60" A.F.F. ON ALL WALL CORNERSA1-44 EXISTING STORAGE ROOM 416 SFEXISTINGEXISTING EXISTING EXISTING EXISTINGEXISTINGA1-45 EXISTING MECHANICAL ROOM 294 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXPOSEDA1-46 BREAK ROOM624 SFEXISTINGEXISTING EXISTINGEXISTINGEXISTING EXISTING EXISTINGA1-47 EXISTING OFFICE354 SFEXISTINGEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTINGA1-48 RESTROOM49 SFPORCELAIN TILETILE TILE/PAINT TILE/PAINT TILE/PAINT TILE/PAINT PAINT WALL TILE TO 48" A.F.F.A1-49 RESTROOM48 SFPORCELAIN TILETILE TILE/PAINT TILE/PAINT TILE/PAINT TILE/PAINT PAINT WALL TILE TO 48" A.F.F.A1-50 IT ROOM119 SF SEALED CONCRETEVINYL PAINT PAINT PAINT PAINT EXPOSEDA1-51 MECHANICAL ROOM464 SF SEALED CONCRETEVINYL PAINT PAINT PAINT PAINT EXPOSEDFINISH SCHEDULE - INBOUND 2ND FLOORRM. NO.ROOM NAMEAreaFLOORBASEWALL FINISHCEILINGNOTESNorth Finish East Finish South Finish West FinishA2-01 EXISTING WAITING AREA 41494 SFEXISTINGEXISTING PAINT PAINT PAINT PAINT CEILING TILES/ SOFFITSPARTIAL FINISH UPDATE WHERE FLOOR CONNECTS TO SKYWAYA2-02 SMOKING DECK3488 SFEXISTINGEXISTING N/A N/A N/A N/AEXISTINGA2-03 EXISTING MECHANICAL275 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTINGA2-04 EXISTING WOMENS ROOM 875 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING FINISHES TO REMAIN REPAIR/REPLACE BROKEN TILES WITH TILE TO MATCH EXISTING. PATCH AND PAINT WALLS ANDCEILING TO LIKE NEW CONDITION. REPAIR DAMAGED PLASTIC LAMINATE COUNTERS THAT ARE EXISTING TO REMAINA2-05 EXISTING MENS ROOM741 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING FINISHES TO REMAIN REPAIR/REPLACE BROKEN TILES WITH TILE TO MATCH EXISTING. PATCH AND PAINT WALLS ANDCEILING TO LIKE NEW CONDITION. REPAIR DAMAGED PLASTIC LAMINATE COUNTERS THAT ARE EXISTING TO REMAINA2-06 KIDS PLAY AREA1821 SF PLAY AREA FLOORING VINYL PAINT PAINT PAINT PAINT CEILING TILES/ SOFFITSA2-07 CONCESSION901 SFEXISTINGEXISTING N/A N/A N/A N/AEXISTINGA2-08 SECURITY EXIT459 SFTERRAZZO TILEN/A N/A N/A N/A N/APAINTALL SIDES OF SPACE ARE STOREFRONT TO CEILING HEIGHTA2-09 LOBBY601 SFEXISTINGEXISTING N/A N/A PAINT PAINTPAINT TWO SIDES OF SPACE ARE STOREFRONT TO CEILING HEIGHTA2-10 EXISTING IT ROOM15 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTINGA2-11 MOTHER'S ROOM469 SFTILE/CARPETTILE/VINYL PAINT PAINT PAINT TILE/PAINT CEILING TILES/ SOFFITSA2-12 EXISTING MENS ROOM513 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING FINISHES TO REMAIN REPAIR/REPLACE BROKEN TILES WITH TILE TO MATCH EXISTING. PATCH AND PAINT WALLS ANDCEILING TO LIKE NEW CONDITION. REPAIR DAMAGED PLASTIC LAMINATE COUNTERS THAT ARE EXISTING TO REMAINA2-13 EXISTING WOMENS ROOM 563 SFEXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING FINISHES TO REMAIN REPAIR/REPLACE BROKEN TILES WITH TILE TO MATCH EXISTING. PATCH AND PAINT WALLS ANDCEILING TO LIKE NEW CONDITION. REPAIR DAMAGED PLASTIC LAMINATE COUNTERS THAT ARE EXISTING TO REMAINA2-14 WAITING AREA15085 SF CARPET/TERRAZZO TILE TILE/VINYL PAINT PAINT PAINT PAINT CEILING TILES/ SOFFITSNOTE: 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 33130CONFORMED SET
#
1 36" GRAB BAR
2 42" GRAB BAR
3 BABY CHANGING TABLE
a. SOLID SURFACE BABY CHANGING TABLE WITH
INTEGRAL 4" FRONT EDGE
b. STAINLESS STEEL RECESSED BABY CHANGING
STATION
c. SURFACE MOUNTED ADA CHANGING STATION
4 WALL/ FLOOR MOUNTED TOILET - FLUSH
VALVE ON OPEN SIDE OF SPACE IN ALL ADA
STALLS - REFER TO PLUMBING
5 TOILET PAPER DISPENSER
a. RECESS MOUNTED JUMBO TISSUE
DISPENSER
b. RECESS MOUNTED JUMBO TISSUE
DISPENSER WITH SANITARY NAPKIN DISPOSAL
c. NOT USED
d. NOT USED
e. PARTITION/WALL MOUNTED JUMBO
DISPENSER
7 SANITARY NAPKIN DISPOSAL
a. SHARED PARTITION MOUNTED
b. PARTITION SURFACE MOUNTED
c. RECESSED
8 MIRROR
a. 24" X 36" WALL MOUNTED
b. 24" X 48" WALL MOUNTED
c. 18" X 36" WALL MOUNTED
9 WALL MOUNTED URINAL
10 SOLID SURFACE COUNTER WITH 1 1/2"
INTEGRAL FRONT EDGE. COUNTER MOUNTED
AT 5'-0" AFF.
11 SINKS - REFER TO PLUMBING & ELECTRICAL
DRAWINGS
a. ADA SINGLE SOLID SURFACE TROUGH SINK
WITH TOUCHLESS HANDWASHING CONTROL
b. 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 CONTROLS
e. ADA COMPLIANT DROP IN SINK AND FAUCET
RESTROOM LEGEND
12 ADA WALL MOUNTED SOAP DISPENSER
13 ADA WALL MOUNTED DRYER
ADA COMPLIANT SHOWER SEAT14
SHOWER CURTAIN AND ROD15
PLASTIC LAMINATE TALL CABINET16
17 MOP SINK WITH WALL MOUNTED MOP CLIPS
18 HI / LOW ADA DRINKING FOUNTAINS
19 WALL MOUNTED COAT HOOKS
20 ADA RESTROOM WALL SIGNAGE
21 WALL TILE - REFER TO SHEET G106 FOR FINISH
a. FIELD TILE
b. ACCENT TILE
c. BULLNOSE TILE
d. 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 NOTES
22 TOILET PARTITION
23 PARTITION MOUNTED COAT HOOK
XX
24 NAPKIN/TAMPON VENDOR
6 PLASTIC LAMINATE COUNTER WITH 4"
BACKSPLASH ON 3 SIDES. COLOR TBD.
1
2
4
5b
8a22 21a11a445e21b8b8b11b21a
1' - 5"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"2' - 0"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"1' - 0"2' - 0"1' - 6"
7a 5e 21d2' - 10"3' - 3"2' - 10"3' - 0"1' - 7"1' - 6"
T2 T4T3T2
1
2
11a
4
5
8a
21b
10
11a
9
5"
1' - 7"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"1' - 0"2' - 0"2' - 0"7 1/2"10 3/4"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"
1' - 6"
T3
T4
21a
8b
21d
T2
1' - 9"2' - 0"2' - 0"2' - 0"2' - 0"7"
1
2
4
5b
21a21d1' - 7"T2T4
2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 6"
OPEN TO
BEYOND
22
21a 21dT2 T4 9' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 10 1/2"
11b
8b
3b
21a 21d 2' - 9"2' - 10"T2 T49' - 0"9 1/2"1' - 0"1' - 0"1' - 0"1' - 0"
T3
FLOOR LINE
0"
1
2
4
21a
5a
2' - 0"2' - 0"2' - 0"2' - 0"1' - 2"
21d3' - 0"T2
T4
FLOOR LINE
0"
7 1/2"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"
3b
21a
22
21d
OPEN TO
BEYOND
T2
T49' - 0"FLOOR LINE
0"
8a
11a
3b
1' - 2"2' - 0"2' - 0"2' - 0"2' - 0"1' - 5"2' - 0"2' - 0"
21a
21d2' - 10"2' - 9"9' - 0"T2
T4
9
13
10
21a
21d
1' - 2"2' - 0"1' - 6"
T2
T4
FLOOR LINE
0"
8b
21a
11a
1' - 6"2' - 0"1' - 2"2' - 10"9' - 0"T2
T4
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:53:04 PM3-IB-A711PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - RESTROOMS - INBOUND07-14-2017S12014 1/2" = 1'-0"1 INBOUND - 1ST FLOOR WOMEN'S RESTROOM
1/2" = 1'-0"6 INBOUND- 1ST FLOOR MEN'S RESTROOM
1/2" = 1'-0"2 INBOUND - 1ST FLR WOMEN'S RESTROOM
1/2" = 1'-0"4 INBOUND - 1ST FLOOR WOMEN'S RESTROOM
1/2" = 1'-0"3 INBOUND - 1ST FLR WOMEN'S RESTROOM
1/2" = 1'-0"5 INBOUND - 1ST FLR FOUNTAINS
1/2" = 1'-0"7 INBOUND - 1ST FLOOR MEN'S RESTROOM
1/2" = 1'-0"8 INBOUND - 1ST FLOOR MEN'S RESTROOM
1/2" = 1'-0"9 INBOUND - 1ST FLOOR MEN'S
1/2" = 1'-0"10 INBOUND - 1ST FLR MEN'S
1/2" = 1'-0"11 INBOUND - 1ST FLOOR MEN'S REVISIONS#DATEDESCRIPTIONBY131
CONFORMED SET
8c
1
2
4
5b
11a
21b
1' - 7"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"
21a
21d1' - 7"3' - 0"2' - 10"3' - 2"T2
T3
T4
4
2
1
5a
45e
8c
6c
11a
9 9
1' - 11"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"1' - 0"2' - 0"2' - 1 1/2"
10
22
21d
21b
21aOPEN TO
BEYOND
21b
BEYOND
2' - 10"3' - 0"1' - 7"3' - 3"T2
T3
T4
T3
1
2
4
4
44
5b
5e
5e 5e
11a
8c
1' - 11"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"1' - 0"2' - 0"2' - 1 1/4"
5e 5e
7a7a7b
OPEN TO
BEYOND
21b
21a
21d 1' - 7"3' - 0"2' - 10"3' - 3"21b
T2
T3
T4
T3
21a1
2
4
7b
5e
21d
1' - 2"2' - 0"2' - 0"2' - 0"2' - 0"3' - 0"1' - 0"T2
T4 21a
1' - 7 1/2"2' - 0"2' - 0"2' - 0"1' - 4 1/2"9' - 0"21d
3b
T2
T4
1
2
4
5b
3b
1' - 8 1/2"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 0 1/2"
21a
21d2' - 9"3' - 0"T2
T49' - 0"21a
2' - 0"2' - 0"2' - 0"5"1' - 7"9 1/2"
21d
3b
T2
T4
8a
11a
13
1' - 8 1/2"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 0 1/2"
21a
21d 2' - 10"T2
T4
8c
11a
3b
2' - 0"2' - 0"2' - 0"2' - 0"1' - 2"
21d
21a
2' - 8"2' - 10"T2
T4
8c
1
2
4
7b
11a
21a
1' - 4 1/2"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"7 1/2"
5e
21b
21d 2' - 10"3' - 3"3' - 0"1' - 6"9' - 0"1
2
4
21a
5b
22
1' - 1"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 6"
3a
21d 3' - 0"1' - 7"T2
T4
FLOOR LINE
0"
4
7a
8a
11b
5e
22
21d
21a
1' - 6"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 1"9' - 0"21b BEYOND
2' - 10"T2
T3
T4
23
#
1 36" GRAB BAR
2 42" GRAB BAR
3 BABY CHANGING TABLE
a. SOLID SURFACE BABY CHANGING TABLE WITH
INTEGRAL 4" FRONT EDGE
b. STAINLESS STEEL RECESSED BABY CHANGING
STATION
c. SURFACE MOUNTED ADA CHANGING STATION
4 WALL/ FLOOR MOUNTED TOILET - FLUSH
VALVE ON OPEN SIDE OF SPACE IN ALL ADA
STALLS - REFER TO PLUMBING
5 TOILET PAPER DISPENSER
a. RECESS MOUNTED JUMBO TISSUE
DISPENSER
b. RECESS MOUNTED JUMBO TISSUE
DISPENSER WITH SANITARY NAPKIN DISPOSAL
c. NOT USED
d. NOT USED
e. PARTITION/WALL MOUNTED JUMBO
DISPENSER
7 SANITARY NAPKIN DISPOSAL
a. SHARED PARTITION MOUNTED
b. PARTITION SURFACE MOUNTED
c. RECESSED
8 MIRROR
a. 24" X 36" WALL MOUNTED
b. 24" X 48" WALL MOUNTED
c. 18" X 36" WALL MOUNTED
9 WALL MOUNTED URINAL
10 SOLID SURFACE COUNTER WITH 1 1/2"
INTEGRAL FRONT EDGE. COUNTER MOUNTED
AT 5'-0" AFF.
11 SINKS - REFER TO PLUMBING & ELECTRICAL
DRAWINGS
a. ADA SINGLE SOLID SURFACE TROUGH SINK
WITH TOUCHLESS HANDWASHING CONTROL
b. 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 CONTROLS
e. ADA COMPLIANT DROP IN SINK AND FAUCET
RESTROOM LEGEND
12 ADA WALL MOUNTED SOAP DISPENSER
13 ADA WALL MOUNTED DRYER
ADA COMPLIANT SHOWER SEAT14
SHOWER CURTAIN AND ROD15
PLASTIC LAMINATE TALL CABINET16
17 MOP SINK WITH WALL MOUNTED MOP CLIPS
18 HI / LOW ADA DRINKING FOUNTAINS
19 WALL MOUNTED COAT HOOKS
20 ADA RESTROOM WALL SIGNAGE
21 WALL TILE - REFER TO SHEET G106 FOR FINISH
a. FIELD TILE
b. ACCENT TILE
c. BULLNOSE TILE
d. 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 NOTES
22 TOILET PARTITION
23 PARTITION MOUNTED COAT HOOK
XX
24 NAPKIN/TAMPON VENDOR
6 PLASTIC LAMINATE COUNTER WITH 4"
BACKSPLASH ON 3 SIDES. COLOR TBD.
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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A Full Service
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As indicatedC:\Users\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:53:33 PM3-IB-A712PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - RESTROOMS - INBOUND07-14-2017S12014 1/2" = 1'-0"5
INBOUND - 1ST FLOOR FAMILY
RESTROOM A1-09
1/2" = 1'-0"11 INBOUND - 1ST FLOOR MEN'S RESTROOM
1/2" = 1'-0"9 INBOUND - 1ST FLOOR WOMEN'S RESTROOM
1/2" = 1'-0"3
INBOUND -1ST FLOOR FAMILY
RESTROOM A1-01
1/2" = 1'-0"4
INBOUND -1ST FLOOR FAMILY
RESTROOM A1-01
1/2" = 1'-0"6
INBOUND - 1ST FLOOR FAMILY
RESTROOM A1-09
1/2" = 1'-0"7
INBOUND - 1ST FLOOR FAMILY
RESTROOM A1-09
1/2" = 1'-0"8
INBOUND - 1ST FLOOR FAMILY
RESTROOM A1-09
1/2" = 1'-0"2
INBOUND -1ST FLOOR FAMILY
RESTROOM A1-01
1/2" = 1'-0"1
INBOUND -1ST FLOOR FAMILY
RESTROOM A1-01
1/2" = 1'-0"10 INBOUND - 1ST FLOOR WOMEN'S RESTROOM
1/2" = 1'-0"12 INBOUND - 1ST FLOOR WOMEN'S RESTROOM REVISIONS#DATEDESCRIPTIONBY132
CONFORMED SET
8c
1
2
4
7b
12
11d
6c
21b
21c
21a
21d
PAINT
1' - 7"2' - 10"3' - 0"T6
T7
T5
T9
8a 8a
11b
1' - 4 1/4"2' - 0"2' - 0"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"2' - 0"2' - 0"1' - 5 1/2"2' - 6"2' - 0"2' - 0"2' - 0"2' - 10"3' - 3"2' - 10"3' - 3"21a
21d
T2
T3
T4
21b
3a
191919
1
2
4
21a
13
4' - 10"7b
6c
21d
21b
21c 5e
PAINT
1' - 7"3' - 0"1' - 0"3' - 11"T6
T7
T5
T98' - 0"13 A1-48
21a
21d
21b
21c
PAINT
4' - 0"T6
T7
T5
T9
13
11d
21a
21d
21b
21c
PAINT
8c
2' - 10"T6
T7
T5
T98' - 0"#
1 36" GRAB BAR
2 42" GRAB BAR
3 BABY CHANGING TABLE
a. SOLID SURFACE BABY CHANGING TABLE WITH
INTEGRAL 4" FRONT EDGE
b. STAINLESS STEEL RECESSED BABY CHANGING
STATION
c. SURFACE MOUNTED ADA CHANGING STATION
4 WALL/ FLOOR MOUNTED TOILET - FLUSH
VALVE ON OPEN SIDE OF SPACE IN ALL ADA
STALLS - REFER TO PLUMBING
5 TOILET PAPER DISPENSER
a. RECESS MOUNTED JUMBO TISSUE
DISPENSER
b. RECESS MOUNTED JUMBO TISSUE
DISPENSER WITH SANITARY NAPKIN DISPOSAL
c. NOT USED
d. NOT USED
e. PARTITION/WALL MOUNTED JUMBO
DISPENSER
7 SANITARY NAPKIN DISPOSAL
a. SHARED PARTITION MOUNTED
b. PARTITION SURFACE MOUNTED
c. RECESSED
8 MIRROR
a. 24" X 36" WALL MOUNTED
b. 24" X 48" WALL MOUNTED
c. 18" X 36" WALL MOUNTED
9 WALL MOUNTED URINAL
10 SOLID SURFACE COUNTER WITH 1 1/2"
INTEGRAL FRONT EDGE. COUNTER MOUNTED
AT 5'-0" AFF.
11 SINKS - REFER TO PLUMBING & ELECTRICAL
DRAWINGS
a. ADA SINGLE SOLID SURFACE TROUGH SINK
WITH TOUCHLESS HANDWASHING CONTROL
b. 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 CONTROLS
e. ADA COMPLIANT DROP IN SINK AND FAUCET
RESTROOM LEGEND
12 ADA WALL MOUNTED SOAP DISPENSER
13 ADA WALL MOUNTED DRYER
ADA COMPLIANT SHOWER SEAT14
SHOWER CURTAIN AND ROD15
PLASTIC LAMINATE TALL CABINET16
17 MOP SINK WITH WALL MOUNTED MOP CLIPS
18 HI / LOW ADA DRINKING FOUNTAINS
19 WALL MOUNTED COAT HOOKS
20 ADA RESTROOM WALL SIGNAGE
21 WALL TILE - REFER TO SHEET G106 FOR FINISH
a. FIELD TILE
b. ACCENT TILE
c. BULLNOSE TILE
d. 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 NOTES
22 TOILET PARTITION
23 PARTITION MOUNTED COAT HOOK
XX
24 NAPKIN/TAMPON VENDOR
6 PLASTIC LAMINATE COUNTER WITH 4"
BACKSPLASH ON 3 SIDES. COLOR TBD.
21a
9
10
OPEN TO
BEYOND
21d
1' - 4"2' - 0"2' - 0"1' - 7 1/2"9' - 0"21b
T2T3
T4
FLOOR LINE
0"
FRP
VINYL
BASE
PAINT
4' - 0"2' - 10"PAINT
FRP
11e
8c
12
13
FLOOR LINE
0"
FRP
VINYL
BASE
PAINT
22
9
4' - 0"FLOOR LINE
0"3' - 3"4' - 0"FRP VINYL
BASE
PAINT
5e
99
1
2
4
22
8a
11d
12
9' - 0"FLOOR LINE
0"
FRP
VINYL
BASE
PAINT
5e
1
2
4
22
8c
11e
12
4' - 0"FLOOR LINE
0"
FRP
VINYL
BASE
PAINT
5e
1
2
4
8a
11d
12
4
5e 5e
7b
7a 4' - 0"FLOOR LINE
0"
AN
FRP VINYL
BASE
PAINT
4
22
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:
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Puerto Rico
Connecticut
Maryland
Texas
A Full Service
A & E Firm
As indicatedC:\Users\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:54:02 PM3-IB-A713PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - RESTROOMS - INBOUND07-14-2017S12014 1/2" = 1'-0"3
RESTROOM ELEVATION A1-49,
A1-48 OPH
1/2" = 1'-0"2 TERMINAL "A" - 1ST FLOOR WOMEN'S RESTROOM A1-08, MEN'S A1-09 OPH
1/2" = 1'-0"4
RESTROOM ELEVATION A1-49,
A1-48 OPH
1/2" = 1'-0"5
RESTROOM ELEVATION A1-49,
A1-48 OPH
1/2" = 1'-0"6
RESTROOM ELEVATION A1-49,
A1-48 OPH
1/2" = 1'-0"1 MEN'S RESTROOM INTERIOR ELEVATION
REVISIONS#DATEDESCRIPTIONBY 1/2" = 1'-0"11
RESTROOM ELEVATION A1-17
MEN'S(WOMEN'S OPH SIM)
1/2" = 1'-0"12 RESTROOM ELEVATION A1-17 MEN'S WEST
1/2" = 1'-0"13 RESTROOM ELEVATION A1-17 MEN'S NORTH
1/2" = 1'-0"7
RESTROOM ELEVATION A1-17
EAST(WOMEN'S OPH SIM)
1/2" = 1'-0"8 RESTROOM ELEVATION A1-18 WOMEN'S
1/2" = 1'-0"9 RESTROOM ELEVATION A1-18 WOMEN'S WEST
133
CONFORMED SET
3-IB-A721
2
3-IB-A721
3-IB-A721
5
3-IB-A721 3 6
7
8
4
ALIGN
12' - 2"6"4' - 0"6' - 10"13' - 8"6"4' - 0"
R 6' - 10 3/8
"R
6'
-
1
3
/
8
"
UPPER LEVEL
16' - 0"
MARLITE VENEER
PANEL SYSTEM,
COLOR TBD
BRUSHED
STAINLESS STEEL
BASE
SOLID SURFACE
TRANSACTION
COUNTER, COLOR TBD
SOLID SURFACE ADA
COMPLIANT COUNTER,
COLOR TBD
MARLITE VENEER
PANEL SYSTEM ON
ALL SIDES OF
PARTIAL HEIGHT
WALL, COLOR TBD
SOLID SURFACE WALL
CAP, COLOR TBD
2' - 10"3' - 4"UPPER LEVEL
16' - 0"
MARLITE VENEER
PANEL SYSTEM,
COLOR TBD
BRUSHED
STAINLESS STEEL
BASE
SOLID SURFACE
TRANSACTION
COUNTER, COLOR TBDEQUALLY SPACED PANELS @ +/- 3'-0" EACH ALONG CURVE FRONT
3' - 4"1 1/2"EQEQ1' - 0"UPPER LEVEL
16' - 0"
MARLITE VENEER
PANEL SYSTEM,
COLOR TBD
BRUSHED
STAINLESS STEEL
BASE
SOLID SURFACE
TRANSACTION
COUNTER, COLOR TBD
MARLITE VENEER
PANEL SYSTEM ON
ALL SIDES OF
PARTIAL HEIGHT
WALL, COLOR TBD
SOLID SURFACE WALL
CAP, COLOR TBD
SOLID SURFACE ADA
COMPLIANT COUNTER
BEYOND, COLOR TBD
2' - 10"UPPER LEVEL
16' - 0"
MARLITE VENEER
PANEL SYSTEM,
COLOR TBD
BRUSHED
STAINLESS STEEL
BASE
SOLID SURFACE
TRANSACTION
COUNTER, COLOR TBD
2' - 10"MARLITE VENEER
PANEL SYSTEM ON
ALL SIDES OF
PARTIAL HEIGHT
WALL, COLOR TBD
SOLID SURFACE WALL
CAP, COLOR TBD
PLASTIC LAMINATE
VERTICAL SUPPORT
SOLID SURFACE WORK
COUNTER
FIXED PLASTIC
LAMINATE SHELF
PLASTIC LAMINATE
BASE DRAWERS
PLASTIC LAMINATE
CABINET WITH
BRUSHED
STAINLESS STEEL
HARDWARE
UPPER LEVEL
16' - 0"
MARLITE VENEER
PANEL SYSTEM,
COLOR TBD BRUSHED
STAINLESS STEEL
BASE
SOLID SURFACE
TRANSACTION
COUNTER, COLOR TBD MARLITE VENEER
PANEL SYSTEM ON
ALL SIDES OF
PARTIAL HEIGHT
WALL, COLOR TBD
PLASTIC LAMINATE
VERTICAL SUPPORT
SOLID SURFACE WORK
COUNTER
FIXED PLASTIC
LAMINATE SHELF
PLASTIC LAMINATE
BASE DRAWERS
PLASTIC LAMINATE CABINET
WITH BRUSHED STAINLESS
STEEL HARDWARE
UPPER LEVEL
16' - 0"
MARLITE VENEER
PANEL SYSTEM,
COLOR TBD
BRUSHED
STAINLESS STEEL
BASE
SOLID SURFACE
TRANSACTION
COUNTER, COLOR TBD
MARLITE VENEER
PANEL SYSTEM ON
ALL SIDES OF
PARTIAL HEIGHT
WALL, COLOR TBD
PLASTIC LAMINATE
VERTICAL SUPPORT
SOLID SURFACE WORK
COUNTER
FIXED PLASTIC
LAMINATE SHELF
PLASTIC LAMINATE
BASE DRAWERS
PLASTIC LAMINATE CABINET
WITH BRUSHED STAINLESS
STEEL HARDWARE
PLASTIC LAMINATE
INTERIOR KNEE
SPACE
UPPER LEVEL
16' - 0"
MARLITE VENEER
PANEL SYSTEM,
COLOR TBD
BRUSHED
STAINLESS STEEL
BASE
MARLITE VENEER
PANEL SYSTEM ON
ALL SIDES OF
PARTIAL HEIGHT
WALL, COLOR TBD
SOLID SURFACE
WALL CAP
SOLID SURFACE ADA
COMPLIANT COUNTER,
COLOR TBD
3' - 6"R 2' - 8 7/8"
R 3 ' - 5 7/8 "
1' - 8 1/2"
3-IB-A721 11 3-IB-A72112
SKYWALK POD 2
11' - 8"
PLASTIC LAMINATE
TO MATCH MARLITE
PANEL SYSTEM
BRUSHED
STAINLESS STEEL
BASE
SOLID SURFACE
COUNTER, COLOR TBD
3' - 8"SKYWALK POD 2
11' - 8"
5
2-OB-A723
SIM.
2' - 5"1' - 1"
3' - 6"6"3' - 2"PLASTIC LAMINATE
DRAWERS TO MATCH
MARLITE PANEL
SYSTEM
BRUSHED STAINLESS
STEEL BASE
SOLID SURFACE
COUNTER, COLOR TBD
SOLID SURFACE
TRANSACTION
COUNTER, COLOR TBD
ACRYLIC DIVIDER PANELS
BLACK MELAMINE ON INTERIOR
SURFACES 5' - 0"2' - 2"
PLASTIC LAMINATE
CABINET TO MATCH
NEW MARLITE WALL
SYSTEM.
BRUSHED STAINLESS
STEEL HARDWARE TO
MATCH NEW DOOR
HARDWARE.
BRUSHED STAINLESS
STEEL BASE AND TOE
KICK
PROVIDE 4 ADJUSTABLE,
BLACK MELAMINE SHELVES
ON HEAVY DUTY BRACKET &
STANDARDS
PROVIDE FIXED BLACK
MELAMINE SHELF WITH SIDE
PANELS AND 1 1/2" DIAMETER
COAT ROD
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
1/2" = 1'-0"C:\Users\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:54:43 PM3-IB-A721PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMILLWORK - GATE DESK @ SKYWALK ENTRY -INBOUND07-14-2017S12014REVISIONS#DATEDESCRIPTIONBY 1/2" = 1'-0"1 CHECK IN DESK @ SKYWALK ENTRY
1/2" = 1'-0"2 EXTERIOR DESK ELEVATION @ SKYWALK ENTRY 1/2" = 1'-0"3 EXTERIOR DESK ELEVATION @ SKYWALK ENTRY
1/2" = 1'-0"4 EXTERIOR DESK ELEVATION @ SKYWALK ENTRY
1/2" = 1'-0"5 INTERIOR DESK ELEVATION @ SKYWALK ENTRY
1/2" = 1'-0"6 INTERIOR DESK ELEVATION @ SKYWALK ENTRY
1/2" = 1'-0"7 INTERIOR DESK ELEVATION @ SKYWALK ENTRY
1/2" = 1'-0"8 INTERIOR DESK ELEVATION @ SKYWALK ENTRY
10 DESK @ SKYWALK ENTRY
1/2" = 1'-0"9 GATE COUNTER PLAN
1/2" = 1'-0"11 GATE COUNTER ELEVATION
1/2" = 1'-0"12 GATE COUNTER BACK ELEVATION
1/2" = 1'-0"13 GATE STORAGE UNIT
1/2" = 1'-0"14 STORAGE UNIT ELEVATION & INTERIOR
INTERIOR CABINET VIEW
134
CONFORMED SET
3-SW-A201
1
1
3-SW-A302
3-SW-A402
1
3-SW-A403
1
3-SW-A404
1
3-IB-A202
1
POD 3
S1-10
POD 2
S1-06
1
3-SW-A304
POD 1
S1-01
RESTROOM
S1-07
IT
S1-08
IT
S1-04
ELECTRICAL
S1-03
IT
S1-11
HVAC
S1-02
SKYWAY ADDITIONEXISTING TERMINAL
NEW GATE #4
NEW GATE #3
NEW GATE #2
NEW GATE #1
1
3-SW-A301
CORRIDOR
S1-05
CORRIDOR
S1-09
104' - 4"237' - 0"50' - 6"198' - 11 1/2"50' - 6"69' - 7"34' - 6"50' - 6"
50' - 6"
50' - 6"
3-SW-A403
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 :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.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
Florida
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Connecticut
Maryland
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A Full Service
A & E Firm
1/32" = 1'-0"C:\Users\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:57:03 PM3-SW-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - SKYWALK - 1ST FLOOR07-14-2017S12014 1/32" = 1'-0"1 COMPOSITE FLOOR PLAN - SKYWALK 1ST FLOOR
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBY135
CONFORMED SET
UP3-SW-A20113-SW-A20123-SW-A201313-SW-A3023-SW-A20143-IB-A2021104' - 3"202' - 11 1/2"34' - 1"8' - 1 1/2"341' - 3 1/2"50' - 6"249' - 5 1/2"92' - 0"NEW GATE #4NEW GATE #3NEW GATE #2NEW GATE #1SMOKING DECKA2-02KIDS PLAY AREAA2-06SKYWAY POD 1S2-01CORRIDORS2-02SKYWAY POD 2S2-03CORRIDORS2-07SKYWAY POD 3S2-083-SW-A40213-SW-A40313-SW-A407113-SW-A30413-SW-A303RAMP60' - 0"RAMP60' - 0"50' - 3 1/2"50' - 6"16' - 0"DNDNSKYWAY ADDITIONEXISTING TERMINAL11' - 8"11' - 8"11' - 8"13' - 10"DN9' - 8"13-SW-A30126' - 8 1/2"LOBBYA2-09SECURITY EXITA2-08CONCESSIONA2-07EXISTING WAITING AREAA2-01EXISTING MENS ROOMA2-05EXISTING WOMENS ROOMA2-04WOMENS ROOMS2-04MENS ROOMS2-053-SW-A2021JANITORS2-06RAMP26' - 11 1/2"13-SW-A30723-SW-A3073-SW-A71153-IB-A4074500 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 1/32" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/4/2017 10:03:02 AM3-SW-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - SKYWALK - 2ND FLOOR07-14-2017S12014 1/32" = 1'-0"1COMPOSITE FLOOR PLAN - SKYWALK 2ND FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY136CONFORMED SET
1
3-SW-A302
3-SW-A103
2
3-SW-A103
3
3-SW-A103
4
1
3-SW-A301
IT
S1-04
ELECTRICAL
S1-03
HVAC
S1-02
POD 1
S1-01
FIRE RISER
S1-04A
CORRIDOR
S1-05
POD 2
S1-06
RESTROOM
S1-07 IT
S1-08
CORRIDOR
S1-09
IT
S1-11
POD 3
S1-10
EQEQEQEQEQ EQ
EQEQEQEQEQ EQ
3-SW-A403
2
EXPOSED CEILING
EXPOSED CEILING
EXPOSED CEILING
EXPOSED CEILING7' - 0"5' - 6"14' - 0"21' - 6"7' - 4"14' - 4"14' - 0"14' - 0"6' - 0"2' - 6"20' - 6"9' - 8"9' - 8"9' - 8"12' - 0"7' - 4"
8' - 11"9' - 8"4' - 6"20' - 0"9' - 8"2' - 2"17' - 2"EQEQEQ EQ
PLENUM
EXPOSED CEILING
EQ EQ
EQ EQ
18' - 10"8' - 8"10' - 5"1' - 10"9' - 8"14' - 4"5' - 2 3/4"10' - 0"10' - 0"10' - 0"4' - 5 1/4"4' - 0"8' - 9"13' - 0"7' - 3"
EQ EQ
EQEQ9' - 8"9' - 8"9' - 8"9' - 8"9' - 8"
9' - 8"9' - 8"9' - 8"
9' - 8"9' - 8"
9' - 8"EQEQEQEQ EQ
EXPOSED CEILING
SUSPENDED
GYP. BOARD
CEILING
3' - 4"5' - 8"5' - 8"6' - 9"3' - 6"10' - 10"6' - 0"6' - 0"6' - 0"9' - 0"4' - 6"4' - 0"4' - 2 1/2"7' - 0"7' - 0"4' - 2 1/2"EQ EQ
EQ EQ
EQEQEQ EQ
4' - 8"EXPOSED CEILING
REFLECTED CEILING PLAN LEGEND
LED LIGHTING - REFER TO
ELECTRICAL
CEILING SUPPLY DIFFUSER SEE MECHANICAL DWGS.
CEILING RETURN DIFFUSER SEE MECHANICAL DWGS.
EXIT SIGN, ARROW INDICATES EXIT DIRECTION
SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION
INDICATES FINISHED GYP.
BOARD CEILING OR SOFFIT
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. REINSTALL ALL CEILINGS SPEAKERS IN NEW CEILING IN NEW WORK AREA - TYPICAL
REFLECTED CEILING GENERAL NOTES
RECESSED LED CAN LIGHTING - REFER
TO ELECTRICAL
SURFACE MOUNTED EXTERIOR WALL PACK
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:57:56 PM3-SW-A103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - SKYWALK - 1STFLOOR07-14-2017S12014 3/64" = 1'-0"1 REFLECTED CEILING PLA N - SKYWALK 1ST FLOOR N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
1/8" = 1'-0"2 REFLECTED CEILING PLA N - SKYWALK 1ST FLOOR POD 3
1/8" = 1'-0"3 REFLECTED CEILING PLA N - SKYWALK 1ST FLOOR POD 2
1/8" = 1'-0"4 REFLECTED CEILING PLAN - SKYWALK 1ST FLOOR POD 1 REVISIONS#DATEDESCRIPTIONBY137
CONFORMED SET
13-SW-A3023-SW-A10423-SW-A10433-SW-A104429' - 0"11' - 6"11' - 6"9' - 2"12' - 2"13' - 6"33' - 8"17' - 10"13' - 6"17' - 10"21' - 10"CURVED CEILINGCURVED CEILINGCURVED CEILING97' - 2"16' - 6"182' - 2"16' - 6"199' - 1"16' - 6"12'-0" O.C. TYPICAL SPACING12'-0" O.C. TYPICAL SPACING12'-0" O.C. TYPICAL SPACING12'-0" O.C. TYPICAL SPACING12'-0" O.C. TYPICAL SPACING12'-0" O.C. TYPICAL SPACINGSKYWAY POD 3S2-084' - 0"40' - 8 1/2"3' - 7 1/2"4' - 0"40' - 4"4' - 2 3/4"17' - 10"17' - 10"17' - 10"17' - 10"21' - 10"EQEQ2' - 0"EQEQEQEQ2' - 0"2' - 0"8' - 11"8' - 11"13' - 5"4' - 5"2' - 0"2' - 0"EQEQEQEQ15' - 6"24' - 10"20' - 5 3/4"20' - 2 3/4"PLENUMBULKHEADSOFFIT FOR HVAC @ 15'-0" A.F.F.8' - 0"SKYWAY POD 2S2-03WOMENS ROOMS2-04MENS ROOMS2-05JANITORS2-069' - 0"17' - 10"13' - 2"2' - 11"41' - 9"4' - 0"12' - 1"32' - 4"4' - 2"17' - 10"17' - 10"33' - 8"17' - 2"8' - 7"8' - 7"EQEQEQEQ49' - 0 1/2"19' - 8"EQEQ13' - 2"7' - 0"2' - 0"EQEQEQEQ2' - 0"PLENUMEQEQ1' - 7"EQEQBULKHEADBULKHEAD9' - 0"SOFFIT FOR HVAC @ 14'-0" A.F.F.6' - 0"SKYWAY POD 1S2-0111' - 6"11' - 6"11' - 6"11' - 6"9' - 6"8' - 10"9' - 2"29' - 0"4' - 0"24' - 2 1/4"4' - 2"40' - 1 1/2"4' - 3"24' - 0"32' - 4"EQEQEQEQEQEQEQEQEQ40' - 4 1/2"40' - 5"2' - 0"2' - 0"PLENUMEQEQEQEQ3' - 0"8' - 0"8' - 0"3' - 0"EQEQEQEQBULKHEADREFLECTED CEILING PLAN LEGENDLED LIGHTING - REFER TO ELECTRICALCEILING 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 OR SOFFIT1. 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. REINSTALL ALL CEILINGS SPEAKERS IN NEW CEILING IN NEW WORK AREA - TYPICALREFLECTED CEILING GENERAL NOTESRECESSED LED CAN LIGHTING - REFER TO ELECTRICALSURFACE MOUNTED EXTERIOR WALL PACK500 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.rvt10/3/2017 8:24:30 AM3-SW-A104PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - SKYWALK - 2NDFLOOR07-14-2017S12014 3/64" = 1'-0"1REFLECTED CEILING PLAN - SKYWALK 2ND FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUND 1/8" = 1'-0"2REFLECTED CEILING PLAN - SKYWALK 2ND FLOOR POD 3 1/8" = 1'-0"3REFLECTED CEILING PLAN -SKYWALK 2ND FLOOR POD 2 1/8" = 1'-0"4REFLECTED CEILING PLAN - SKYWALK 2ND FLOOR POD 1REVISIONS# DATEDESCRIPTIONBY138CONFORMED SET
3-SW-A20113-SW-A20123-SW-A20133-SW-A10523-SW-A10533-SW-A1054EXISTING TERMINAL BUILDINGATASA20A19ARAQAPAK3SW8SW9SW10SW11SW12SW13SW14SW15SW16SWH3-SW-A2014SW17SWJSWKSWLSWMSWNSW4SW1SW7SW18SW22SW26SWCSWESWGSWPSWQSWRSW19SW23SW27SWASW3SWB3-SW-A2021DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSNEW STANDING SEAM METAL ROOFING "MBCI ULTRA DEK" OR APPROVED EQUALNEW STANDING SEAM METAL ROOFING "PAC CLAD TITE LOC" OR APPROVED EQUALNEW STANDING SEAM METAL ROOFING "MBCI ULTRA DEK" OR APPROVED EQUALNEW STANDING SEAM METAL ROOFING "PAC CLAD TITE LOC" OR APPROVED EQUAL3-SW-A4032NEW STANDING SEAM METAL ROOFING "MBCI ULTRA DEK" OR APPROVED EQUALSLOPE 1/4:1213-SW-A30513-SW-A3063-SW-A60510DSDS48' - 7 3/4"49' - 7"NEW STANDING SEAM METAL ROOFING "MBCI ULTRA DEK" OR APPROVED EQUALSLOPE 4:12SLOPE 4:12HIPHIPHIPHIPSLOPE 4:12SLOPE 4:12SLOPE 1/2:12SLOPE 1/2:1213-SW-A303NEW STANDING SEAM METAL ROOFING "PAC CLAD TITE LOC" OR APPROVED EQUAL52' - 0"52' - 0"SLOPE 4:12SLOPE 4:12HIPHIPHIPHIPSLOPE 4:12SLOPE 4:12NEW STANDING SEAM METAL ROOFING "PAC CLAD TITE LOC" OR APPROVED EQUAL36' - 0"52' - 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.rvt10/4/2017 10:08:53 AM3-SW-A105PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAROOF PLAN - SKYWALK07-14-2017S12014 1/32" = 1'-0"1ROOF PLAN - SKYWALK 1/8" = 1'-0"2ROOF PLAN - SKYWALK POD 3 1/8" = 1'-0"3ROOF PLAN - SKYWALK POD 2 1/8" = 1'-0"4ROOF PLAN - SKYWALK POD 1ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHREVISIONS# DATEDESCRIPTIONBY139CONFORMED SET
1
3-SW-A302
STUCCO FINISH
STANDING SEAM METAL ROOF POD 1
STANDING
SEAM METAL
ROOF POD 2
7/8" THICK SMOOTH
FINISH STUCCO -
PAINTED
SECURITY FENCING /
SCREEN WALL
SUN SHADES - TYPICAL
ALONG SOUTH ELEVATION
SCREEN WALL
SW4SW1 SW18 SW22 SW26SW3
1ST FLOOR
0'-0"
1ST FLOOR = 0'-0" ARCHITECTURAL AND 50.60' CIVIL FOR POD 21ST FLOOR = 0'-0" ARCHITECTURAL AND
50.60' CIVIL FOR POD 1
TOP OF GLAZING
25'-0"
TOP OF PARAPET
38'-0"
TRUSS BEARING
45'-0"
RIDGE
54'-6"
CLEARSTORY
WINDOW GLAZING
1ST FLOOR
0'-0"
TOP OF GLAZING
25'-0"
TOP OF PARAPET
38'-0"
TRUSS BEARING
45'-0"
RIDGE
52'-0"
FLOOR LINE
4' - 0"
1' - 8"
16' - 0"7' - 2"16' - 0"
1' - 8"4' - 0"4' - 0"1' - 8"
16' - 0"7' - 2"16' - 0"4' - 0"1' - 8"
42' - 6"5' - 0"1' - 0"5' - 0"1' - 0"5' - 0"20' - 0"5' - 0"9' - 0"TYPICAL WINDOW - 30' COLUMN SPACING
25' - 0"42' - 6"
50' - 6"50' - 6"
3' - 0"20' - 0"6' - 7 1/4"9' - 0"16' - 0"6' - 7 1/4"9' - 0"16' - 0"10' - 0"2ND FLOOR POD 2
16'-0"
2ND FLOOR POD 2
11'-8"
12
4
15' - 6"15' - 6"EXISTING SECURITY FENCE
7/8" THICK SMOOTH
FINISH STUCCO -
PAINTED
SECURITY FENCING
STANDING SEAM
METAL ROOFING
POD 2
STANDING SEAM
METAL ROOFING
EXISTING
TERMINAL
SWC SWE SWG SWP SWQ SWRSWASWB
PASSENGER
BOARDING GATE #1
7/8" THICK SMOOTH
FINISH STUCCO -
PAINTED
TOP OF PARAPET
38'-0"
TRUSS BEARING
46'-4"
RIDGE
52'-10"
TOP OF PARAPET
38'-0"
TRUSS BEARING
46'-4"
RIDGE
55'-6"
FLOOR LINE
FLOOR LINE
1ST FLOOR = 0'-0" ARCHITECTURAL AND 50.60' CIVIL FOR POD 21ST FLOOR = 0'-0" ARCHITECTURAL AND
50.60' CIVIL FOR POD 1 1ST FLOOR = 0'-0" ARCHITECTURAL AND
50.00' CIVIL FOR POD 3
4' - 0"
1' - 8"
8' - 0"
7' - 2"
8' - 0"
1' - 8"
4' - 0"5' - 0"1' - 0"4' - 0"1' - 8"
16' - 0"7' - 2"16' - 0"
1' - 8"
4' - 0"
5' - 0"20' - 0"5' - 0"
TOP OF PARAPET
39'-6"
50' - 6"
34' - 6"32' - 0"14' - 0"12
4
12
4 50' - 6"
5' - 8"16' - 0"6' - 0"16' - 0"6' - 10"7' - 0"TYPICAL WINDOW - 30' COLUMN SPACING
15' - 6"15' - 6"15' - 6"SUN SHADES -
TYPICAL ALONG
EAST ELEVATION
NEW FENCE - CONNECT TO
EXISTING SECURITY FENCE24" HIGH RAISED
CURB
36"X84" GATE WITH
PANIC HARDWARE
42"X84" GATE WITH
PANIC HARDWARE
1
3-SW-A302
METAL
PANEL
SIDING
SECURITY FENCING
POD 2 IN
BACKGROUND
STANDING SEAM
METAL ROOFING
EXISTING SCREEN
ENCLOSURE
SW4 SW1
SW19SW23SW27
PASSENGER
BOARDING GATE #2
1ST FLOOR
0'-0"
TOP OF PARAPET
38'-0"
TRUSS BEARING
45'-0"
RIDGE
52'-1"
1ST FLOOR = 0'-0" ARCHITECTURAL AND 50.60' ARCHITECTURAL FOR POD 11ST FLOOR = 0'-0" ARCHITECTURAL AND 50.00' CIVIL FOR POD 3
TOP OF GLAZING
25'-0"
4' - 0"
1' - 8"
16' - 0"7' - 2"4' - 0"
1' - 8"
16' - 0"1' - 0"5' - 0"PARAPET POD #3
39'-6"
1ST FLOOR
0'-0"19' - 10"42' - 6"
50' - 6"9' - 0"4' - 8"7' - 0"4' - 4"
2ND FLOOR POD 3
11'-8"
POD 3 - LOWER LEVEL
9'-8"
2ND FLOOR POD 1
16'-0"
PREFINISHED
ALUMINUM
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
9' - 6"NOTE: NO SUN SHADES ALONG THE NORTH ELEVATION - TYP
4' - 2"15' - 7 1/4"
9' - 2"
AS
SWA SWB
1ST FLOOR
0'-0"
TOP OF GLAZING / POD 1
25'-0"
TOP OF PARAPET
38'-0"
TRUSS BEARING
45'-0"
RIDGE
52'-0"
1ST FLOOR = 0'-0" ARCHITECTURAL
AND 50.60' CIVIL FOR POD 1
1ST FLOOR
0'-0"
TOP OF CANOPY
20'-6"
BOTTOM OF CANOPY
14'-0"
TOP OF SCREEN WALL
30'-0"
7/8" THICK SMOOTH FINISH
STUCCO - PAINTED
RAISED LETTER -
BACKLIT SIGN -
REFER TO
WAYFINDING PLAN
SCREEN WALL
4' - 0"
1' - 8"
8' - 0"7' - 2"8' - 0"
1' - 8"
4' - 0"5' - 0"1' - 0"6' - 0"24"24"34' - 6"
26' - 6"23' - 0"EQ EQ
2ND FLOOR POD 1
16'-0"
POD 1
EXISTING
EXTERIOR
LIGHTING
24" HIGH RAISED
CURB
36"X84" GATE WITH
PANIC HARDWARE
42"X84" GATE WITH
PANIC HARDWARE
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 4:59:42 PM3-SW-A201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATIONS - SKYWALK07-14-2017S12014 1/16" = 1'-0"1 SOUTH ELEVATION - SKYWALK
1/16" = 1'-0"2 EAST ELEVATION - SKYWALK
1/16" = 1'-0"3 NORTH ELEVATION - SKYWALK
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
1/16" = 1'-0"4 EAST ELEVATION - SKYWALK
1
2
3
4
1
3-A204
3-A203
3-A203
3-A203
3-A203 REVISIONS#DATEDESCRIPTIONBYPOD 1
POD 2
POD 3
N
NORTH
4
12
140
CONFORMED SET
SWCSWESWGSWPSWQSWR
1ST FLOOR
0'-0"
1ST FLOOR = 50.00' FOR POD 3 1ST FLOOR = 50.60' FOR POD 2
PARAPET
39'-6"
WINDOW HEIGHT
25'-0"
1ST FLOOR
0'-0"
PARAPET
38'-0"
TRUSS BEARING
45'-0"
RIDGE
54'-6"
WINDOW HEIGHT
24'-6"
PASSENGER BOARDING
GATE # 4
PASSENGER BOARDING
GATE #2 AND 3
METAL PANEL SIDING BY
MBCI OR APPROVED
EQUAL
7/8" THICK SMOOTH
FINISH STUCCO -
PAINTED
WINDOW GLAZING
CLEARSTORY
WINDOW GLAZING
STANDING SEAM METAL
ROOFING
STANDING SEAM METAL
ROOFING
7/8" THICK SMOOTH FINISH
STUCCO - PAINTED
ALUMINUM GUTTER &
DOWNSPOUTS
2ND FLOOR POD 2
11'-8"
4' - 0"1' - 8"16' - 0"7' - 2"16' - 0"
1' - 8"
50' - 6"
PREFINISHED ALUMINUM
DOWNSPOUT AT EACH
COLUMN
50' - 6"7' - 0"11' - 8"4' - 0"7' - 0"4' - 0"15' - 6"15' - 6"15' - 6"NEW WALL
LOUVERS - REFER
TO MECHANICAL
NEW WALL OPENING -
REFER TO MECHANICAL
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 5:00:15 PM3-SW-A202PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATIONS - SKYWALK07-14-2017S12014 1/16" = 1'-0"1 WEST ELEVATION - SKYWALK
EXTERIOR PERSPECTIVE VIEW 1 EXTERIOR PERSPECTIVE VIEW 2
EXTERIOR PERSPECTIVE VIEW 3 EXTERIOR PERSPECTIVE VIEW 4 REVISIONS#DATEDESCRIPTIONBY141
CONFORMED SET
23-SW-A711POD 1S1-01EXISTING MECHANICAL ROOMA1-45SKYWAY POD 1S2-01SUNSHADE22'-0"TRUSS BEARING38'-0"EAVE HEIGHT45'-0"4 HOUR 12" VERTICALLY REINFORCED CMU WALLCLEARSTORY GLAZINGPRE-ENGINEERED METAL TRUSSES11' - 6"5' - 0"23' - 0"1' - 0"3-SW-A30353-SW-A3033CLEARSTORY WINDOWSSLOPE STANDING SEAM ROOF BY PAC CLAD4129' - 6"1' - 8"16' - 0"7' - 2"16' - 0"1' - 8"3-SW-A3012TRUSS GIRDER REFER TO STRUCTURALFLOOR16'-0"29' - 0"8' - 10 1/2"RETURN AIR GRILLS3-SW-A4052TOP OF MASONRY14'-0"BIRD SPIKES - TYP AT ALL SKYWALK LEDGES11224" STUCCO BANDALUMINUM SUNSHADE BY KAWNEER OR ARCHITECT APPROVED EQUAL24" STUCCO BAND24" STUCCO BAND52' - 0"14' - 0"15' - 0"5' - 1"T/WINDOW44'-0"T/CMU37'-4"T/OPENING25'-6"FLOOR0'-0"T/BEAM15'-6"STANDING SEAM METAL ROOF OVER PEEL AND STICK MEMBRANE OVER EXTERIOR SHEATHING OVER RIGID INSULATION OVER METAL DECKALUM. FASCIA W/ DRIP EDGE OVER WOOD BLOCKINGALUM. SOFFIT (UNVENTED)7/8" STUCCO FINISHOVER METAL LATHOVER EXT. SHEATHINGCONT. SILICONE SEALANTB/WINDOW SILL39'-0"STANDING SEAM METAL ROOF OVER EXT. SHEATHING AND TAPERED INSULATION ONMETAL DECKALUM. FLASHING OVER EXTERIORSHEATHING ON METAL FRAMING7/8" STUCCO FINISH OVERBUILDING WRAP OVEREXT. GRADE SHEATHINGTOP OF STUCCO BAND36'-8"7/8" STUCCO FINISH OVERBUILDING WRAP OVEREXT. GRADE SHEATHINGOVER 2X WOOD BLOCKINGPARAPET FLASHINGNEW ULTRA DEK METAL ROOF BY MBCI ON EXTERIOR SHEATHINGEAVE46'-4"5/8" GYP. BRD. OVER 3 5/8" 18 GAUGE METAL STUD FRAMING 1/4" GLAZING W/ ALUM. FRAMECONCRETE SLAB OVER10 MIL VAPOR BARRIER ONTERMITE TREATED,COMPACTED FILLNEW 12" CMU FIRE WALLREFER TO STRUCTURALEXISTING FLOORTO REMAINEXISTING METAL WALLTO REMAINEXISTING ROOF STRUCTURETO REMAINEXISTING MECHANICAL ROOMA1-45SKYWAY POD 1S2-015/8" GYP. BRD. OVER 3 5/8"" METAL STUD FURRING FOLDING DOOR BY NANAWALL SL45 OR EQUAL. REFER TO SCHEDULENEW ROLL-UP FIRE DOOR HOOD - REFER TO SCHEDULE5/8" GYP. BRD. OVER 3 5/8"" METAL SOFFIT FRAMING NEW 12" CMU FIRE WALLREFER TO STRUCTURAL NEW STEEL BEAM FOR NEW OPENING IN EXISTING WALLREFER TO STRUCTURALNEW ROLL-UP FIRE DOOR -REFER TO SCHEDULE11' - 6"FOLDING DOOR THRESHOLD SET IN FLOOR SLABEXISTING EXTERIOR WALL REMOVE AS REQUIRED FOR NEW OPENINGNEW CURVED CEILING TO MATCH SKYWALKFIRE RATED 2X BLOCKINGSIGNAGE - REFER TO WAYFINDING6"CHANNEL, REFER TO STRUCTURAL4' - 0"BIRD SPIKES - TYPICAL AT ALL LEDGES IN SKYWALK AREAEXPANSION JOINT WITH FLUSH COVERSTEEL PLATEJOINT SEALANT WITH EXPANSION MATERIALSLOPED DRY WALL CAP - TYPDRYWALL CONTROL JOINT9' - 6"EXISTING EXTERIOR WALL TO REMAIN. REMOVE AS REQUIRED FOR NEW OPENING TO NEW POD #1 NEW GYPSUM WALL BOARD ON METAL, FRAMING TO MATCH EXISTINGNEW RATED ROLL-UP DOOR TRACKNEW RATED ROLL-UP DOOR WITH CONCEALED TRACK NEW 5/8" GYPSUM BOARD ON METAL STUD FRAMING5/8" GYPSUM BOARD ON METAL CHANNELFOLDING DOOR BY NANAWALL SL45 OR EQUAL REFER TO SCHEDULE12" CMU RATED WALL3 5/8" METAL STUD WALL W/5/8" GYPSUM BOARD BOTH SIDESFOLDING DOOR TRACKOPENING9'-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.rvt8/24/2017 2:39:08 PM3-SW-A301PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABUILDING AND WALL SECTION - POD 1 - SKYWALK07-14-2017S12014 1/4" = 1'-0"1BUILDING SECTION - SKYWALK POD 1ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUND 3/4" = 1'-0"2WALL SECTION - SKYWALK POD 1 1 1/2" = 1'-0"3RATED ROLL UP DOOR JAMBREVISIONS# DATEDESCRIPTIONBY3 08-25-2017 ADDENDUM 333142CONFORMED SET
FLOOR LINE0"STANDING SEAM METAL ROOFSTANDING SEAM METAL ROOFCLEARSTORY WINDOWSPREFINISHED METAL CORNICE24" WIDE SMOOTH FINISH STUCCO BANDSTUCCO FINISH24" WIDE SMOOTH FINISH STUCCO BAND24" WIDE SMOOTH FINISH STUCCO BANDCONCRETE FOUNDATIONCONCRETE KNEE WALLSECURITY SCREEN TO 14'-0" ABOVE GRADEEMERGENCY EXIT STAIRSCENTER EMERGENCY EXIT DOUBLE DOORS ON STAIRSSKYWAY GLAZING IN ALUMINUM FRAME412SKYWAY SUPPORT COLUMN METAL PANEL SIDINGCONTINUOUS PREFINISHED ALUMINUM GUTTERWRAP STEEL SUPPORT COLUMNS WITH METAL PANELSSTUCCO FINISHCONTINUOUS PREFINISHED ALUMINUM GUTTERCONCRETE OVER METAL DECKMECHANICAL CHASE13-SW-A3031/2124' - 4"9' - 0"2"SKYWALK POD 211' - 8"3-SW-A3023CORRIDORS2-02CONCRETE PIER REFER TO STRUCTURAL ALUMINUM SUNSHADESTUCCO REVEALTOP OF RIDGE55'-6"EAVE HEIGHT45'-0"TOP OF WALL38'-0"TOP OF RIDGE31'-8"TOP OF SHADES22'-8"TOP OF STUCCO BAND14'-6"TOP OF STUCCO BAND2'-0"33-SW-A40613' - 6"15' - 0"3-SW-A3022R 20' - 11 3/4"LOUVER - REFER TO MECHANICALDOWNSPOUTDOWNSPOUT TO SURFACE BOOT -REFER TO PLUMBING AND CIVIL2' - 2"3' - 2"PAINT ALL EXPOSED STRUCURE AND PROTECT WITH BIRDSCREEN - TYP SUNSHADE BY KAWNEER - MODEL "VERSOLEIL" OR ARCHITECT APPROVED EQUALTOP OF STUCCO BAND37'-6"CONTINUOUS PREFINISHED METAL WALL FLASHING BEYONDCURVED METAL CEILINGPROVIDE CONTINUOUS METAL STUD BLOCK AT CEILING ATTACHMENT LOCATION3 5/8" 18 GAUGE METAL STUDS AT 24" O.C.6"5/8" GYPSUM WALL BOARD TO 6" ABOVE CEILING HEIGHT - PAINTEDCONTINUOUS LED LIGHTING -REFER TO ELECTRICALMBCI PREFINISHED METAL WALL PANELS OVER 5/8" DENS GLASS GOLD EXTERIOR SHEATHING OVER 6" 18 GAUGE METAL STUDS AT 16" O.C.CONTINUOUS PREFINISHED ALUMINUM GUTTERSTANDING SEAM METAL ROOFING OVER CONT. PEEL AND STICK MEMBRANE RIGID INSULATION OVER METAL DECKINGHSS TUBE STEEL -REFER TO STRUCTURALRECESSED CAN LIGHTING -REFER TO ELECTRICAL4' - 4"1' - 6"13' - 6"2"9' - 0"4' - 4"4' - 4"2' - 0"7' - 11"VARIES1' - 9"CONTINUOUS PREFINISHED METAL WALL FLASHINGSTANDING SEAM METAL ROOFING OVER RIGID INSULATION OVER METAL DECKING7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER SELF FURRED PAPER BACK METAL LATH OVER TYVEK OVER 5/8" DENS GLASS GOLD EXTERIOR SHEATHING6" 18 GAUGE METAL STUDS @ 16" O.C.5" R-20 BATT INSULATIONHSS TUBE STEEL - TOP, BOTTOM AND SIDES FOR STOREFRONT -REFER TO STRUCTURAL FOR SIZESTOREFRONT GLAZINGALUMINUM SUNSHADES ON GLAZING ON SOUTHERN, EASTERN AND WEST BUILDING FACES - REFER TO ROOF PLANSTUCCO REVEL JOINT BEYONDHSS TUBE STEEL - TOP, BOTTOM AND SIDES FOR STOREFRONT -REFER TO STRUCTURAL FOR SIZE5" R-20 BATT INSULATION7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER SELF FURRED PAPER BACK METAL LATH OVER TYVEK OVER 5/8" DENS GLASS GOLD EXTERIOR SHEATHINGTOP OF SUNSHADE22' - 8"BOTTOM OF STUCCO9' - 8"FULL HEIGHT SCREENWALL BY CENTRIA "ECO SCREEN MR3-36" -REFER TO STRUCTURAL FOR ATTACHMENT 6"6"CONTINUOUS 24" HIGH CONCRETE CURBEXTEND GYPSUM WALL BOARD TO 6" ABOVE CURVED CEILING - TYPRECESSED CAN LIGHTING3-SW-A30243-SW-A3025FLOOR LINE11' - 8"FULL HEIGHT SCREENWALL BY CENTRIA "ECO SCREEN MR3-36" - REFER TO STRUCTURAL FOR ATTACHMENT CONTINUOUS 4X4X5/8 BENT PLATE - PAINTED CONTINUOUS DRIP EDGE7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER SELF FURRED PAPER BACK METAL LATH OVER TYVEK OVER 5/8" DENS GLASS GOLD EXTERIOR SHEATHINGCONTINUOUS HAT CHANNEL CLOSURE PIECECONTINUOUS HAT CHANNEL CONTINUOUS 4X4X1/4 ANGLE WELDED TO TRUSS ENDVERTICAL 4X4X1/4 ANGLE @ 48" O.C. HORIZONTAL BEAM - REFER TO STRUCTURALSTEEL COLUMN -PAINTED - REFER TO STRUCTURALCOLUMN - REFER TO STRUCTURAL -ALIGN FACE WITH STRUCTURAL COLUMN FACECONCRETE SLABMETAL DECKTOP OF CURB24" A.F.F.FULL HEIGHT SCREENWALL BY CENTRIA "ECO SCREEN MR3-36" - REFER TO STRUCTURAL FOR ATTACHMENT CONTINUOUS 4X4X1/4 ALUMINUM ANGLEVERTICAL COLUMN1 1/2"CONTINUOUS CHAMFERED EDGE - BOTH SIDES 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 FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/21/2017 4:36:21 PM3-SW-A302PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABUILDING AND WALL SECTION - POD 1 AND 2CORRIDOR - SKYWALK07-14-2017S12014 1/4" = 1'-0"1SECTION AT SKYWALK CORRIDOR1 3/4" = 1'-0"2SECTION AT SOFFIT 3/4" = 1'-0"3WALL SECTION AT SKYWALK CORRIDOR 1 1/2" = 1'-0"4DETAIL AT SCREEN WALL HEAD 1 1/2" = 1'-0"5DETAIL AT SCREEN WALL BASEREVISIONS# DATEDESCRIPTIONBY5 09-22-2017 ADDENDUM 555143CONFORMED SET
STANDING SEAM METAL ROOFCLEARSTORY WINDOWSPREFINISHED METAL CORNICESMOOTH FINISH STUCCO BANDSTUCCO FINISHSTUCCO BANDSTUCCO FINISH412POD 2S1-06SKYWAY POD 2S2-03REINFORCED MASONRY WALL - TYPICAL AT ALL PODSPRE-ENGINEERED TRUSS SYSTEM4' - 0"3-SW-A30333-SW-A30343-SW-A30353-SW-A30363-SW-A30373-SW-A5013TRUSS BEARING46'-4"T/ WINDOW44'-0"TRUSS BEARING46'-4"T/ WINDOW44'-0"B/ SOFFIT29'-6"TOP OF STEEL37'-6"B/WINDOW SILL39'-0"RIDGE HEIGHT55'-6"FLOOR LINE11'-8"GRADE-0'-8"STUCCO BAND2'-0"FLOOR0'-0"TOP OF MASONRY9'-4"WINDOW SILL15'-0"TOP OF WINDOW25'-0"ROOF TO PARAPET EXPANSION JOINT FLASHING17' - 10"13' - 4"20' - 8"22' - 8"MASONRY WALL - PAINTEDEXPOSED STEEL COLUMN - PAINTLIGHT FIXTURES -REFER TO ELECTRICALHVAC DIFFUSERLIGHT FIXTURES -REFER TO ELECTRICAL2" S.S. TRIM - IN JAMB AND BOTH SIDES OF WALLRECESSED HI/LOW WATER COOLERS2" S.S. TRIM AROUND OPENINGGRADE-0'-8"STUCCO BAND2'-0"FLOOR0'-0"6" CONCRETE SLAB OVER10 MIL VAPOR BARRIER ONTERMITE TREATED,COMPACTED FILLPAINT 7/8" STUCCO FINISH OVER METALLATH OVER PERMEABLE BUILDINGWRAP OVER EXT. SHEATHINGALUMINUM FLASHING W/CONT. SILICONE SEALANT TOP & BOTTOM1 1/2" FURRING STRIPS @ 16" O.C.2' - 0"TOP OF BEAM11'-2"1/4" THICK TEMPERED GLAZINGWITH ANODIZED ALUMINUM FRAMEGLAZING W/ALUMINUM FRAMEREINFORCED CONCRETESLAB OVER STEEL FRAMING;REFER TO STRUCT.5/8" GYP. BRD. OVER METAL STUDSW/ BATT INSULATION7/8" STUCCO FINISHOVER BUILDING WRAPOVER EXTERIOR GRADE SHEATHINGOVER METAL STUD FRAMING7/8" STUCCO FINISH OVERBUILDING WRAP OVEREXT. GRADE SHEATHINGOVER METAL STUD FRAMINGNEW SILLNEW STEEL BEAM;REFER TO STRUCTURAL7/8" STUCCO FINISH OVERBUILDING WRAP OVEREXT. GRADE SHEATHINGOVER 2X WOOD BLOCKING24" WIDE SMOOTH FINISH STUCCO BAND3 5/8" 18 GAUGE FILLER STUD @ 16" O.C.FLOOR LINE11'-8"2' - 0"5/8" GYP. BRD. OVER METAL STUDFRAMING W/ BATT INSULATIONBOX BEAM FRAMINGGLAZINGW/ ALUMINUM FRAME7/8" STUCCO FINISH OVER BUILDING WRAP OVEREXT. GRADE SHEATHINGTOP OF WINDOW25'-0"B/ SOFFIT29'-6"TOP OF STEEL37'-6"B/WINDOW SILL39'-0"STANDING SEAM METAL ROOF OVER EXT. SHEATHING AND TAPERED INSULATION ONMETAL DECKALUM. FLASHING OVER EXTERIORSHEATHING ON METAL FRAMING7/8" STUCCO FINISH OVERBUILDING WRAP OVEREXT. GRADE SHEATHING5/8" GYP. BRD. OVER METAL STUDFRAMING; REFER TO STRUCTURALMETAL STUD FRAMING W/ BATT INSULATIONTOP OF STUCCO BAND36'-8"24" WIDE SMOOTH STUCCO BANDBIRD SPIKES - TYPICAL AT ALL LEDGES IN SKYWALK AREA2' - 0"TRUSS BEARING46'-4"T/ WINDOW44'-0"412STANDING SEAM METAL ROOF OVER PEEL AND STICK MEMBRANE OVER EXTERIOR SHEATHING OVER RIGID INSULATION OVER METAL DECKALUM. FASCIA W/ DRIPEDGE OVER WOODBLOCKINGALUM. SOFFIT (UNVENTED)7/8" STUCCO FINISHOVER METAL LATHOVER EXT. SHEATHINGSTEEL BEAM; REFER TOSTRUCTURALINSULATED GLAZING W/ ALUM.FRAMECONT. SILICONE SEALANT5' - 1"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 10:20:32 AM3-SW-A303PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABUILDING AND WALL SECTION - POD 2 - SKYWALK07-14-2017S12014 1/4" = 1'-0"1BUILDING SECTION - SKYWALK POD 2ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUND 3/4" = 1'-0"3FOUNDATION DETAIL 3/4" = 1'-0"4WINDOW SILL DETAIL 3/4" = 1'-0"5WINDOW HEAD DETAIL 3/4" = 1'-0"6SOFFIT DETAIL 3/4" = 1'-0"7ROOF OVERHANG DETAILREVISIONS# DATEDESCRIPTIONBY5 09-22-2017 ADDENDUM 55144CONFORMED SET
1234' - 1 1/4"STANDING SEAM METAL ROOFSTUCCO FINISHCURVED METAL REFLECTIVE CEILINGEMERGENCY EXIT STAIRSSTUCCO FINISHCONTINUOUS PREFINISHED ALUMINUM GUTTERALUMINUM SUNSHADE WRAP STEEL SUPPORT COLUMNS WITH METAL PANELSSTUCCO REVEALCORRIDORS2-0733-SW-A407TOP OF BEAM11'-6"STUCCO BAND2'-0"FLOOR0'-0"STUCCO BAND2'-0"FLOOR0'-0"1/21213-SW-A306TOP OF STEEL39'-6"39' - 6"TOP OF STEEL39'-6"WINDOW SILL15'-0"TOP OF WINDOW25'-0"23-SW-A30413' - 4"8' - 0"8' - 0"STUCCO BANDSTUCCO BANDSTUCCO BANDPREFINISHED ALUMINUM PARAPET CAP FLASHING3-SW-A30443-SW-A30433/8"STRUCTURELOW RAKE SUPPORT ANGLETRI-BEAD TAPE SEALERPARAPET RAKE FLASHINGSTUCCO(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 MEMBRANE2"ULTRA-DEK PANEL(3) PER PANEL[HW-432] 18" PANEL[HW-442] 12" PANELBACK-UP PLATE[HW-7769] 18" PANEL[HW-7761] 12" PANEL[HW-7760] 24" PANELURETHANE SEALANT [HW-54_]@ CLOSURE ENDS/PANEL RIB& LAPPING CLOSURE TABS TOSEAL ALL VOIDSOUTSIDE CLOSURESTUCCO(6) PER 24" PANEL(5) PER 18" PANEL(4) PER 12" PANELPRE-PUNCHED HOLESTRI-BEAD TAPE SEALERSCULPTURED HIGH EAVE TRIMTRI-BEAD TAPE SEALERBEARING PLATEWALL PANELTHICKNESSLOW SLIDING CLIP3 /8"(2) PER CLIP14-10 x ___ DECKRIGID INSULATIONSCREWMETAL DECKO/O DIMENSION(SEE PLAN)(MIN. 3/4" PENETRATIONINTO METAL DECK)1 1/2" FROM PANEL SEAMS, W/INTERIOR FASTENERS CENTEREDOVER MINOR RIBS (7" O.C. MAX.)(NO FASTENER @ PANEL SEAM)1/4-14 x 1 1/4 LONG-LIFESELF-DRILLER W/WASHER1/4-14 x 7/8 LONG-LIFE LAPTEKW/WASHER1/4-14 x 7/8 LONG-LIFE LAPTEKW/WASHER [FASTENER #4]METAL OUTSIDE CLOSURE[HW-430] 24" PANEL1/2CONTINUOUS PEEL AND STICK MEMBRANE LAYER121/23/4"WALL PANELTHICKNESSVARIES W/ROOF SLOPE3 /8"FASTENER SEQUENCE @ EAVE(2) PER INSIDE CLOSURESTRUCTURAL ANGLELOW FIXED EAVE PLATEULTRA-DEK PANELRIGID INSULATIONMETAL DECKTRI-BEAD TAPE SEALER@ TOP OF CLOSUREWALL PANELCONTINUOUS GUTTEROUTSIDE CLOSURETRI-BEAD TAPE SEALERBOX PANEL CAP TRIM@ PANEL RIBS OVERMETAL INSIDE CLOSUREINSIDE CLOSURE2" LONG TRI-BEAD TAPE SEALER(8) PER 24" PANEL(7) PER 18" PANEL(6) PER 12" PANEL1281/4-14 x 1 1/4 LONG-LIFESELF-DRILLER W/WASHER[FASTENER #1E]76543(8) PER PANEL3 x 5 x 14 GA. BENTPLATE1/4-14 x 1 1/4 LONG-LIFESELF-DRILLER W/WASHER1/8 x 3/16 POP RIVET1/4-14 x 1 SELF-DRILLERW/WASHER12-24 x 1 1/2 PAN HEADTEK 4.5 SELF-DRILLER1/4-14 x 1 SELF-DRILLERW/WASHER1/8 x 3/16 POP RIVET12-24 x 1 1/4 LONG-LIFE TEK 4.5W/WASHER1/4-14 x 7/8 LONG-LIFE LAPTEKW/WASHER3/4"CONTINUOUS PEEL AND STICK MEMBRANE LAYERGUTTER STRAP500 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 8:15:11 AM3-SW-A304PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABUILDING SECTION AND DETAILS - POD 2 AND 3CORRIDOR - SKYWALK07-14-2017S12014 1/4" = 1'-0"1SECTION AT SKYWALK CORRIDORORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUND1 3" = 1'-0"2ROOF TO WALL FLASHING DETAIL 3" = 1'-0"3EAVE TRIM - HIGH SIDE 3" = 1'-0"4EAVE TRIM - LOW SIDEREVISIONS# DATE DESCRIPTION BY2 08-11-2017 ADDENDUM 2
POD 3S1-10SKYWAY POD 3S2-08SMOOTH FINISH STUCCO BANDREINFORCED MASONRY WALL - TYPICAL AT ALL PODSB/ SOFFIT29'-6"T/PARAPET39'-6"TOP OF BEAM11'-2"STUCCO BAND2'-0"FLOOR0'-0"B/ SOFFIT29'-6"TOP OF STEEL36'-2"TOP OF BEAM11'-4 1/4"STUCCO BAND2'-0"FLOOR0'-0"SUNSHADESSTUCCO BAND13-SW-A306TOP OF STEEL37'-0"CONTINUOUS ALUMINUMCOPING CAPBUILDING WRAP OVER EXTERIORGRADE PLYWOOD SHEATHING OVER8" METAL STUDS @ 16" O.C.7/8" THICK STUCCO FINISH OVER METAL LATHOVER BUILDING WRAP OVER EXTERIOR GRADEPLYWOOD SHEATHINGSTUCCO BANDSTUCCO BANDSMOOTH FINISH STUCCO BANDCONTINUOUS PRE FINISHED ALUMINUM GUTTER3-SW-A3052STEEL FLOOR JOISTS;REFER TO STRUCTURAL 3-SW-A501213' - 6"WINDOW SILL15'-0"TOP OF WINDOW25'-0"WINDOW SILL15'-0"TOP OF WINDOW25'-0"HSS TUBE STEEL - CLAD WITH ALUMINUM BREAK METAL1 1/2" METAL FURRINGGYPSUM WALL BOARD - PAINTEDHSS METAL BEAM AROUND PERIMETER OF ALL GLAZING IN SKYWALK/ PODS- REFER TO STRUCTURAL FOR SIZING7/8" STUCCO FINISH OVER EXT. GRADE SHEATHING OVER 8" METAL STUDS WITH R-20 BATT INSULATIONSUNSHADECONTINUOUS ALUMINUMCOPING CAPP.T. 2X BLOCKINGGLAZING W/ALUMINUM FRAMEREINFORCED CONCRETESLAB OVER STEEL FRAMING;REFER TO STRUCT.WINDOW SILLSTEEL BEAM - BEYOND;REFER TO STRUCTURAL7/8" STUCCO FINISH OVERBUILDING WRAP OVEREXT. GRADE SHEATHINGOVER 2X F.R. WOOD BLOCKINGSTEEL BEAM;REFER TO STRUCT.HSS METAL BEAM AROUND PERIMETER OF ALL GLAZING IN SKYWALK/ PODS- REFER TO STRUCTURAL FOR SIZINGPREFINISHED FLASHING7/8" STUCCO FINISH OVERBUILDING WRAP OVEREXT. GRADE SHEATHINGOVER 2X F.R. WOOD BLOCKING7/8" STUCCO FINISH OVERBUILDING WRAP OVEREXT. GRADE SHEATHINGOVER 2X F.R. WOOD BLOCKINGEXPOSED CMU - PAINTEDREINFORCED 12" MASONRY WALL; REFER TO STRUCTURALSTEEL BEAM;REFER TO STRUCT.ALUMINUM PARAPET FLASHINGMETAL FRAMING WITH R-20 BATT. INSULATIONSLOPE STUCCO BANDSTANDING SEAM METAL ROOF OVER FIRE RETARDANT EXTERIORSHEATHING OVER R-20 RIGID INSULATIONOVER STEEL STRUCTURET/PARAPET39'-6"FLOOR0'-0"STUCCO BAND2'-0"TOP RAMP11'-8"T/WINDOW25'-0"B/SOFFIT29'6"T/STUCCO BAND37'-6"WINDOW SILL15'-0"2' - 0"BOTTOM RAMP9'-8"RAMP RAILING2' - 0"2' - 0"13-SW-A305UPPER PLATFORM11'-8"FLOOR FINISH0'-0"TOP OF PARAPET39'-6"WINDOW SILL15'-0"TOP OF GLAZING25'-0"LOWER PLATFORM9'-8"BOTTOM OF SOFFIT29'-6"ROOFVARIESSMOOTH FINISH STUCCO BANDREINFORCED MASONRY WALL - TYPICAL AT ALL PODSCONTINUOUS ALUMINUMCOPING CAPBUILDING WRAP OVER EXTERIORGRADE PLYWOOD SHEATHING OVER8" METAL STUDS @ 16" O.C.7/8" THICK STUCCO FINISH OVER METAL LATHOVER BUILDING WRAP OVER EXTERIOR GRADEPLYWOOD SHEATHINGSTUCCO BANDTOP OF MASONRY9'-4"TOP OF MASONRY8'-5"STUCCO BANDREINFORCED MASONRY WALL - TYPICAL AT ALL PODSCONTINUOUS ALUMINUMCOPING CAPBUILDING WRAP OVER EXTERIORGRADE PLYWOOD SHEATHING OVER8" METAL STUDS @ 16" O.C.7/8" THICK STUCCO FINISH OVER METAL LATHOVER BUILDING WRAP OVER EXTERIOR GRADEPLYWOOD SHEATHING500 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 10:15:49 AM3-SW-A305PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABUILDING AND WALL SECTIONS - POD 3 -SKYWALK07-14-2017S12014 1/4" = 1'-0"1BUILDING SECTION - SKYWALK POD 3 3/4" = 1'-0"2WALL SECTION - SKYWALK POD 3 1/4" = 1'-0"3SECTION AT POD 3REVISIONS# DATEDESCRIPTIONBY5 09-22-2017 ADDENDUM 55146CONFORMED SET
13-SW-A3053' - 11"4' - 4"SKYWAY POD 3S2-082' - 0"3-SW-A3062SMOOTH FINISH STUCCO BANDREINFORCED MASONRY WALL - TYPICAL AT ALL PODSB/ SOFFIT29'-6"T/PARAPET39'-6"TOP OF BEAM11'-4 1/2"STUCCO BAND2'-0"FLOOR0'-0"GATE9'-8"STUCCO BAND2'-0"FLOOR0'-0"STUCCO BANDBUILDING WRAP OVER EXTERIORGRADE PLYWOOD SHEATHING OVER8" METAL STUDS @ 16" O.C.7/8" THICK STUCCO FINISH OVER METAL LATH OVER BUILDING WRAP OVER EXTERIOR GRADE PLYWOOD SHEATHINGSTUCCO BANDSMOOTH FINISH STUCCO BANDS2-07CT/STUCCO BAND36'-7"T/ALUMINUM HEAD25'-0"19' - 10"17' - 10"2' - 0"2' - 0"17' - 10"CONTINUOUS ALUMINUMCOPING CAPP.T. 2X BLOCKINGALUMINUM PARAPET FLASHINGT/PARAPET39'-6"7/8" STUCCO FINISH OVER EXT. GRADE SHEATHING OVER 8" METAL STUDS WITH R-20 BATT INSULATION7/8" STUCCO FINISH OVERBUILDING WRAP OVEREXT. GRADE SHEATHINGOVER 2X WOOD BLOCKINGREINFORCED MASONRY WALL; REFER TO STRUCTURALMETAL FRAMING WITH R-20 BATT. INSULATIONALUMINUM FLASHING W/ CONTINUOUS SILICONE SEALANT TOP & BOTTOMREINFORCED CONCRETESLAB OVER STEEL FRAMING;REFER TO STRUCT.STEEL BEAM;REFER TO STRUCT.HSS METAL BEAM AROUND PERIMETER OF ALL GLAZING IN SKYWALK/ PODS- REFER TO STRUCTURAL FOR SIZINGSLOPE TOP OF STUCCO - TYP5/8" THICK (3) COAT SMOOTH FINISH STUCCO FINISH OVER 12" CMU - PAINTEDFLOOR0'-0"STUCCO BAND2'-0"DOOR HEAD16'-10"LANDING9'-8"T/STUCCO BAND37'-6"2' - 0"PASSENGER BOARDING BRIDGE -REFER TO AVCON'S DRAWINGS - C300'SFROM LOW RAMP19' - 10"POLISHED CONCRETE FACE -PAINTED2' - 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.rvt10/4/2017 10:26:03 AM3-SW-A306PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABUILDING AND WALL SECTION - POD 3 - SKYWALK07-14-2017S12014 1/4" = 1'-0"1BUILDING SECTION - SKYWALK RAMP POD 3 3/4" = 1'-0"2WALL SECTION - SKYWALK RAMP POD 3REVISIONS# DATEDESCRIPTIONBY147CONFORMED SET
FLOOR FINISH
TOP OF CURB
2'-0"
TOP OF SCREEN WALL
10'-0"
SKYWALK FLOOR FINISH
16'-0"
TOP OF GLAZING
25'-0"
EAVE
31'-8"
FLOOR FINISH
TOP OF CURB
2'-0"
TOP OF SCREEN WALL
10'-0"
SKYWALK FLOOR FINISH
13'-10"
TOP OF GLAZING
25'-0"
EAVE
31'-8"
RAMP
60' - 0"
SCREENWALL - REFER TO
STRUCTURAL FOR
FRAMING DETAILS
SKYWALK STRUCTURE -
REFER TO STRUCTURAL
36" HANDRAIL AT RAMP -
TOP AND BOTTOM -
SECURE RAILING TO THE
CONCRETE FLOOR - TYP
ART WALL - REFER TO
FLOOR PLAN FOR
LOCATIONS
SCREENWALL - REFER TO
STRUCTURAL FOR
FRAMING DETAILS
SKYWALK STRUCTURE -
REFER TO STRUCTURAL
36" HANDRAIL AT RAMP -
TOP AND BOTTOM -
SECURE RAILING TO
CONCRETE FLOORING -
TYP 9' - 0"9' - 0"WINDOW SILL
16'-0"
FLOOR FINISH
TOP OF CURB
2'-0"
TOP OF SCREEN WALL
10'-0"
SKYWALK FLOOR FINISH
13'-10"
TOP OF GLAZING
25'-0"
EAVE
31'-8"
FLOOR FINISH
TOP OF CURB
2'-0"
TOP OF SCREEN WALL
10'-0"
SKYWALK FLOOR FINISH
11'-8"
TOP OF GLAZING
25'-0"
EAVE
31'-8"
RAMP
60' - 0"9' - 0"4' - 4"9' - 0"9' - 0"SCREENWALL - REFER TO
STRUCTURAL FOR
FRAMING DETAILS
SKYWALK STRUCTURE -
REFER TO STRUCTURAL
36" HANDRAIL AT RAMP -
TOP AND BOTTOM -
SECURE RAILING TO
CONCRETE FLOOR - TYP
ART WALL - REFER TO
FLOOR PLAN FOR
LOCATIONS
SCREENWALL - REFER TO
STRUCTURAL FOR
FRAMING DETAILS
SKYWALK STRUCTURE -
REFER TO STRUCTURAL
36" HANDRAIL AT RAMP -
TOP AND BOTTOM -
SECURE RAILING TO
CONCRETE FLOOR - TYP
ART WALL - REFER TO
FLOOR PLAN FOR
LOCATIONS
CURVED CEILING
WINDOW SILL
16'-0"
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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 5:03:26 PM3-SW-A307PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABUILDING SECTION - INTERIOR RAMP - SKYWALK07-14-2017S12014 1/4" = 1'-0"1 SECTION AT SKYWALK RAMP
1/4" = 1'-0"2 SECTION AT SKYWALK RAMP REVISIONS#DATEDESCRIPTIONBYORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
148
CONFORMED SET
7' - 0"SOFFIT HEIGHT13' - 4"PASSENGER BOARDING BRIDGE
CURVED CEILING
ALIGN
NEW ROTUNDA PEDESTAL,
SEE CIVIL / STRUCTURAL
7/8" STUCCO FINISH (3) COATS OVER SELF-
FURRED, DIAMOND MESH GALVANIZED METAL
LATH PAPER BACKED 2.5 LBS/SQ. YARD OVER
TYVEK BUILDING WRAP OVER 5/8" EXTERIOR
SHEATHING. STUCCO SHALL BE PAINTED.
REFER TO ELEVATIONS FOR FINISH
INFORMATION.
1/2
12
FINISH FLOOR
11'-8"
CONTINUOUS PREFINISHED METAL FLASHING
AROUND PBB OPENING
3-SW-A603
10
3-SW-A603
11
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 :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.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
1/2" = 1'-0"C:\Users\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 5:03:55 PM3-SW-A308PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTION - PASSENGER BOARDING BRIDGE -SKYWALK07-14-2017S12014 1/2" = 1'-0"1 WALL SECTION AT GATE
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBY149
CONFORMED SET
SWD
SW18 SW21
SWC
1
25c
11d
8c
SW20
RESTROOM
S1-07
POD 2
S1-06
S1-07
8' - 8"8' - 11"
6"3' - 0"5' - 5"
13
121' - 3"23
1D
3-SW-A713
1
2
3
4
3' - 6"1' - 0"
5' - 1"3' - 0"8"5' - 11 1/2"8" CMU WALL TO DECK
17' - 2"
4' - 2 1/2"4' - 0"1' - 9 1/2"7' - 1"2' - 8"2' - 8"7' - 4 1/2"11' - 0"13' - 0 1/2"3' - 9 1/2"4' - 5"5' - 11"4' - 6"16' - 9 1/2"1' - 0"3' - 6"6"3' - 0"
1' - 6"3' - 6"1' - 0"1' - 2 1/2"3' - 0"6"
2' - 6"
3' - 0"
3-SW-A712
2
3-SW-A712
9
WOMENS ROOM
S2-04
JANITOR
S2-06
SKYWAY POD 2
S2-03
MENS ROOM
S2-051' - 2 1/2"1
2
5a
1
2
3b 3b
4
4
4
45b
5e 5e
7a
11a
11d
11d
11a
8b8c
8b
8c
13
3' - 6 1/2"13
1212
18
23
23
23
2317
9 9
1
4
3
10
11
8
3-SW-A7125 7
5' - 4 1/2"
4' - 0"4' - 0"3' - 6 1/2"5' - 0 1/2"
19
6
12
19
#
1 36" GRAB BAR
2 42" GRAB BAR
3 BABY CHANGING TABLE
a. SOLID SURFACE BABY CHANGING TABLE WITH
INTEGRAL 4" FRONT EDGE
b. STAINLESS STEEL RECESSED BABY CHANGING
STATION
4 WALL/ FLOOR MOUNTED TOILET - FLUSH
VALVE ON OPEN SIDE OF SPACE IN ALL ADA
STALLS - REFER TO PLUMBING
5 TOILET PAPER DISPENSER
a. RECESS MOUNTED JUMBO TISSUE
DISPENSER
b. RECESS MOUNTED JUMBO TISSUE
DISPENSER WITH SANITARY NAPKIN DISPOSAL
c. COMBINATION TOILET TISSUE DISPENSER,
SANITARY NAPKIN DISPOSAL, AND TOILET
SEAT COVER
d. COMBINATION TOILET TISSUE DISPENSER
AND TOILET SEAT COVER
e. PARTITION MOUNTED JUMBO DISPENSER
6 SEAT COVER DISPENSER
a. SHARED PARTITION MOUNTED
b. RECESSED WALL MOUNTED
c. PARTITION SURFACE MOUNTED SINGLE
7 SANITARY NAPKIN DISPOSAL
a. SHARED PARTITION MOUNTED
b. PARTITION SURFACE MOUNTED
c. RECESSED
8 MIRROR
a. 24" X 36" WALL MOUNTED
b. 24" X 48" WALL MOUNTED
c. 18" X 36" WALL MOUNTED
9 WALL MOUNTED URINAL
10 SOLID SURFACE COUNTER WITH 1 1/2"
INTEGRAL FRONT EDGE. COUNTER MOUNTED
AT 5'-0" AFF.
11 SINKS - REFER TO PLUMBING & ELECTRICAL
DRAWINGS
a. ADA SINGLE SOLID SURFACE TROUGH SINK
WITH TOUCHLESS HANDWASHING CONTROL
b. 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 CONTROLS
e. ADA COMPLIANT DROP IN SINK AND FAUCET
RESTROOM LEGEND
12 ADA WALL MOUNTED SOAP DISPENSER
13 ADA WALL MOUNTED DRYER
ADA COMPLIANT SHOWER SEAT14
SHOWER CURTAIN AND ROD15
PLASTIC LAMINATE TALL CABINET16
17 MOP SINK WITH WALL MOUNTED MOP CLIPS
18 HI / LOW ADA DRINKING FOUNTAINS
19 DOOR OR WALL MOUNTED COAT HOOKS
20 ADA RESTROOM WALL SIGNAGE
21 WALL TILE - REFER TO SHEET 1-LD-A704
a. FIELD TILE
b. ACCENT TILE
c. BULLNOSE TILE
d. COVE BASE TILE
22 PHENOLIC PARTITION
23 PARTITION MOUNTED HOOK
1. REFER TO SHEET G----- FOR ADA SPECIFICATIONS.
2. REFER TO SHEET G106 FOR FINISH SCHEDULE
3. ALL FIELD WALL TILE GROUT LINES TO ALIGN WITH FLOOR
GROUT LINES.
4. REFER TO RESTROOM ELEVATION AND FINISH SCHEDULE
FOR ADDITIONAL INFORMATION.
GENERAL NOTES
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 5:04:12 PM3-SW-A401PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN - RESTROOMS POD 2 - SKYWALK07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
1/2" = 1'-0"2
ENLARGED RESTROOM PLAN -
SKYWALK POD 2 - 1ST FLOOR N
NORTH
1/2" = 1'-0"1 ENLARGED RESTROOM PLAN - SKYWALK POD 2 - 2ND FLOOR N
NORTH REVISIONS#DATEDESCRIPTIONBY150
CONFORMED SET
A20
AN
AM
AAL
K.9
AK3
AK
SW8
SW6
SW5
SW9
SW10
SW11
SW12 SW13 SW14 SW15
3-SW-A2014
POD 1
S1-01
EXISTING DOOR
TO REMAIN
NEW SCREEN WALL
SEE ELEVATIONS
EXISTING MECHANICAL ROOM
A1-45
EXISTING STORAGE ROOM
A1-44
ALPHA STORAGE
A1-43
SW4SW2SW1
SW7
SWA
SW3
SWB
11 3/4"
17' - 1 1/2"5"16' - 10"5"13' - 8"1' - 1"
50' - 6"1' - 1"9' - 6"5"22' - 5"1' - 1"8' - 8"3' - 4"38' - 6"
3
3
3
3
3
ELECTRICAL
S1-03
IT
S1-04
HVAC
S1-02
18' - 8"6' - 4"24' - 5"
1B
1B
1
3-SW-A301
CORRIDOR
S1-05
CORRIDOR
S1-05
98' - 5 1/2"93' - 6 1/4"MATCHLINEREFER TO SHEET 3-A104FIRE RISER
S1-04A
1' - 1"11' - 6"5"20' - 5"1' - 1"5"3' - 10"5"9' - 5"1' - 1"
10
CONTINUOUS
RAISED
CONCRETE CURB
CONTINUOUS
RAISED CONCRETE
CURB
EXISTING STAIR
CIVIL F.F. = 50.60
CIVIL F.F. = 50.85
1B
FLOOR PLAN LEGEND:
NEW WALL
EXISTING WALL
DOOR TAG FOR NEW DOORS
1i
101A
FLOOR ELEVATION
WALL TYPE TAG
REFER TO 1-G-A501 & 1-G-A502
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 5:04:53 PM3-SW-A402PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN - POD 1 - SKYWALK - 1ST FLOOR07-14-2017S12014 1/8" = 1'-0"1 ENLARGED PLAN - SKYWALK 1ST FLOOR POD 1 N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBY151
CONFORMED SET
13-SW-A302SWDSWFSW15SW16SWH13-SW-A303POD 2S1-06CORRIDORS1-09OUTLINE OF SKYWAY CORRIDOR ABOVENEW GATE #1SW17SWJSWKSW18SW21SW22SW24SW26SWCSWESWG13-SW-A3081B1BITS1-08RESTROOMS1-07CORRIDORS1-051D3A3A1B1BOUTLINE OF SKYWAY CORRIDOR ABOVEOUT LINE OF SKYWAY CORRIDOR ABOVE1DMATCHLINEREFER TO SHEET 3-A103MATCHLINEREFER TO SHEET 3-A1051' - 1"28' - 4"6' - 0"14' - 0"1' - 1"1' - 1"10' - 0"5"37' - 11"1' - 1"6"3' - 0"4' - 9"8"29' - 0"5"10' - 0"1' - 1"8' - 8"1' - 1"28' - 4"6' - 0"13' - 10"1' - 3"CIVIL F.F. = 50.60CONTINUOUS RAISED CONCRETE CURB11' - 10 1/2"50' - 6"50' - 6"3-SW-A4032NEW CHAINLINK FENCE -CONNECT TO EXISTING SECURITY FENCELOUVER OPENINGFLOOR PLAN LEGEND:NEW WALLEXISTING WALLDOOR TAG FOR NEW DOORS1i101AFLOOR ELEVATIONWALL TYPE TAGREFER TO G114 & G1154' - 11"4' - 2"6' - 2"13' - 9 3/4"LOUVER - REFER TO MECHANICALSECURITY FENCES1-06B500 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.rvt10/3/2017 8:46:14 AM3-SW-A403PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN - POD 2 - SKYWALK - 1ST FLOOR07-14-2017S12014 1/8" = 1'-0"1ENLARGED PLAN - SKYWALK 1ST FLOOR POD 2NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUND 1/4" = 1'-0"2ELEVATION - POD 2 NORTH SIDEREVISIONS# DATEDESCRIPTIONBY152CONFORMED SET
13-SW-A30413-SW-A305POD 3S1-10CORRIDORS1-09OUTLINE OF SKYWAY CORRIDOR ABOVENEW GATE #3NEW GATE #2SWLSWMSWNSW21SW24SWPSWQSWRSW19SW23SW27ITS1-11331B1B1B1BMATCHLINEREFER TO SHEET 3-A104OUTLINE OF SKYWAY CORRIDOR ABOVENEW GATE #43-SW-A202133-SW-A40713-SW-A306CIVIL F.F. = 50.001' - 1"17' - 0"6' - 0"25' - 4"1' - 1"50' - 6"9' - 1"6' - 0"35' - 5"50' - 6"1' - 1"10' - 0"5"37' - 11"1' - 1"1' - 1"10' - 0"5"37' - 11"1' - 1"FLOOR PLAN LEGEND:NEW WALLEXISTING WALLDOOR TAG FOR NEW DOORS1i101AFLOOR ELEVATIONWALL TYPE TAGREFER TO G114 & G115500 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.rvt10/3/2017 8:48:54 AM3-SW-A404PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN - POD 3 - SKYWALK - 1ST FLOOR07-14-2017S12014 1/8" = 1'-0"1ENLARGED PLAN - SKYWALK 1ST FLOOR POD 3NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY153CONFORMED SET
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)CSQF12BSKYWAY POD 1S2-01CORRIDORS2-02NEW SLIDING / BREAK AWAY DOORS NANAWALL SL703-SW-A2014NEW SCREEN WALL26' - 8 3/8"13-SW-A3015' - 5"1' - 7"4' - 4"16' - 2"6 EQUAL SPACES20' - 0"14' - 0"1' - 1"2' - 6"12' - 0"3' - 4"3 EQUAL SPACES12' - 0"2' - 6"1' - 1"9' - 2"5' - 2 1/2"4 EQUAL SPACES20' - 0"4 EQUAL SPACES20' - 0"80' - 6 1/2"31' - 8 1/2"9 3/4"WRAP ALL EXPOSED STEEL COLUMNS WITH METAL STUD AND GYP. BOARD AS SHOWN, TYP.RAMP DOWN60' - 0"16' - 0"16' - 0"13' - 10"13' - 10"9' - 6 1/2"36' - 4 1/2"3' - 6"WRAP ALL EXPOSED STEEL COLUMNS WITH METAL STUD AND GYP. BOARD AS SHOWN, TYP.8' - 6 1/2"4 EQUAL SPACES20' - 0"10' - 2"4 EQUAL SPACES20' - 0"9' - 10"4 EQUAL SPACES20' - 0"10' - 0"9 3/4"10' - 0"9 3/4"RAMP DOWN60' - 0 1/4"25' - 1 3/4"11' - 8"19' - 4"4 EQUAL SPACES20' - 0"10' - 0"4 EQUAL SPACES20' - 0"10' - 0"4 EQUAL SPACES20' - 0"10' - 0"2B3B2B3B2C3B2B3B3B2CMATCHLINEREFER TO SHEET 3-A1074' - 4"10' - 0"10' - 0"20' - 0"10' - 0"20' - 0"9' - 0"10' - 0"9' - 0"3B36" HT. X 1-1/2" PIPE BRUSHED ALUMINUM HANDRAIL W/ LOWER RAIL @ 1'-6" MAX. AND 48" MAX. BETWEEN SUPPORT POSTS. COPE AND WELD ALL TERMINATIONS. EXTEND RAIL MIN. 12" ONTO TOP AND BOTTOM LANDINGS. 36" HT. X 1-1/2" PIPE BRUSHED ALUMINUM HANDRAIL W/ LOWER RAIL @ 1'-6" MAX. AND 48" MAX. BETWEEN SUPPORT POSTS. COPE AND WELD ALL TERMINATIONS. EXTEND RAIL MIN. 12" ONTO TOP AND BOTTOM LANDINGS. 4' - 2"24' - 0"4' - 2"FIRE RATED ROLL-UP DOOR3-SW-A301313-SW-A30723-SW-A3073-SW-A50112C9' - 11 3/4"2D2D7' - 0"4' - 4"1' - 8"1' - 0"13' - 6"20' - 0"1' - 11"1' - 1"CIVIL F.F. = 66.8510' - 0"1' - 11 3/4"4' - 11"1' - 11 3/4"4' - 11"22' - 0"16' - 0"FLOOR EXPANSION JOINT23-SW-A405DRYWALL CONTROL JOINTPLENUMFLOOR PLAN LEGEND:NEW WALLEXISTING WALLDOOR TAG FOR NEW DOORS1i101AFLOOR ELEVATIONWALL TYPE TAGREFER TO G114 & G115500 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 10:37:33 AM3-SW-A405PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN - POD 1 - SKYWALK - 2ND FLOOR07-14-2017S12014 1/8" = 1'-0"1ENLARGED PLAN - SKYWALK 2ND FLOOR POD 1NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDN.T.S.2FLOOR EXPANSION JOINTREVISIONS# DATEDESCRIPTIONBY154CONFORMED SET
13-SW-A302CORRIDORS2-02SKYWAY POD 2S2-03CORRIDORS2-07SWDSWFSW15SW16SWH13-SW-A303NEW GATE #1SW17SWJSWKSWKSW18SW21SW22SW24SW26SWCSWESWG3-SW-A401113-SW-A308SW20SW25MATCHLINEREFER TO SHEET 3-A106MATCHLINEREFER TO SHEET 3-A10811' - 8"11' - 8"11' - 8"20' - 0"10' - 0"4 EQUAL SPACES20' - 0"10' - 0"4 EQUAL SPACES20' - 0"10' - 0"4 EQUAL SPACES20' - 0"20' - 0"10' - 0"4 EQUAL SPACES20' - 0"10' - 0"4 EQUAL SPACES20' - 0"10' - 0"4 EQUAL SPACES20' - 0"3-SW-A40624' - 7"4 EQUAL SPACES16' - 0"7' - 4"4 EQUAL SPACES16' - 0"4' - 9"9"WOMENS ROOMS2-04MENS ROOMS2-05JANITORS2-064 EQUAL SPACES16' - 0"6' - 0"4 EQUAL SPACES16' - 0"5' - 4 3/4"9"26' - 0"3' - 5"4"7' - 9"4' - 5"4 EQUAL SPACES20' - 0"10' - 0"4 EQUAL SPACES20' - 0"18' - 6"4' - 4"17' - 1 3/4"4' - 5"4 EQUAL SPACES20' - 0"10' - 0"4 EQUAL SPACES20' - 0"10' - 0"4 EQUAL SPACES20' - 0"10' - 0"WRAP ALL EXPOSED STEEL COLUMNS WITH METAL STUD AND GYP. BOARD AS SHOWN, TYP.10' - 0"9 3/4"1' - 8 1/2"9 3/4"24' - 10"11' - 10"32' - 4"4' - 4"9 1/4"3' - 2 1/4"26' - 0"3' - 4 1/4"3B3B2C3B2C3B2BWRAP ALL EXPOSED STEEL COLUMNS WITH METAL STUD AND GYP. BOARD AS SHOWN, TYP.1' - 8 1/2"9 3/4"1' - 8 1/2"9 3/4"GATE #1 RECEPTION DESK33B3B3B33B33B22C3B2B3BRAMP UP11' - 8"23-SW-A3072D2D2B2D2D9"11' - 2"5' - 6"9"SPANDREL GLASSSPANDREL GLASSSPANDREL GLASS9 1/4"8' - 1 1/2"8' - 3 1/2"14' - 4"23-SW-A40523-SW-A4053-SW-A40323-IB-A7219DRYWALL CONTROL JOINTDRYWALL CONTROL JOINTEXISTING SECURITY FENCE CONNECTED TO BUILDINGPLENUM26' - 8"FLOOR PLAN LEGEND:NEW WALLEXISTING WALLDOOR TAG FOR NEW DOORS1i101AFLOOR ELEVATIONWALL TYPE TAGREFER TO G114 & G115SWFSW17SW18SWG33-SW-A4068' - 3"5' - 0"8' - 3"5' - 0"11' - 8"8' - 0"3' - 6"FLOOR LINE0"SW17SW18SKYWALK POD 211' - 8"2' - 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.rvt10/3/2017 9:06:12 AM3-SW-A406PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN - POD 2 - SKYWALK - 2ND FLOOR07-14-2017S12014 1/8" = 1'-0"1ENLARGED PLAN - SKYWALK 2ND FLOOR POD 2NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUND 1/4" = 1'-0"2SKYWALK PLAN - STAIRWAY PLAN 1/4" = 1'-0"3SKYWALK PLAN - STAIRWAY ELEVATIONNNORTHREVISIONS# DATEDESCRIPTIONBY155CONFORMED SET
CORRIDORS2-07SKYWAY POD 3S2-0813-SW-A30413-SW-A305NEW GATE #2NEW GATE #3NEW GATE #4SWLSWMSWNSWPSWQSWRSW19SW23SW27SW20SW25MATCHLINEREFER TO SHEET 3-A107WRAP ALL EXPOSED STEEL COLUMNS WITH METAL STUD AND GYP. BOARD AS SHOWN, TYP.11' - 8"11' - 8"9' - 8"11' - 8"1' - 8 1/2"9 3/4"1' - 8 1/2"9 3/4"6' - 4"16' - 5 1/2"4 EQUAL SPACES20' - 0"9' - 8"4 EQUAL SPACES20' - 0"10' - 4 1/2"20' - 0"10 1/4"5' - 11 3/4"4 EQUAL SPACES16' - 0"6' - 0"4 EQUAL SPACES16' - 0"11 1/2"4 1/4"3' - 6"10 1/4"10 1/4"9' - 4 3/4"4 EQUAL SPACES16' - 0"11' - 3"4' - 4"7' - 10"10 1/4"20' - 0"19' - 3 1/2"4' - 4"16' - 5"4 EQUAL SPACES20' - 0"10' - 0"2 EQ. SPACES10' - 0"4' - 7 1/2"10 1/4"4' - 9 1/4"4 EQUAL SPACES16' - 0"6' - 0"2 EQ.L SPACES8' - 0"2' - 10"4' - 4"6' - 10 1/4"10 1/4"1' - 8 1/2"9 3/4"9 3/4"1' - 8 1/2"34' - 6 1/2"5"2C3B2B3B2C3B2B3B50' - 6"6' - 4"1' - 10"5NEW STOREFRONT GLAZING WALL ASSEMBLY 3-SW-A407233-SW-A40713-SW-A30633-SW-A3053-SW-A50112D2D2D9' - 3 1/2"10' - 3 1/2"13' - 6 3/4"RAMP27' - 0"1' - 0"1' - 0"23-SW-A4051' - 6"3' - 0"3' - 0"6 1/2"3' - 0"1' - 6"3-IB-A7219TYP.3-IB-A72113DRYWALL CONTROL JOINTFLOOR PLAN LEGEND:NEW WALLEXISTING WALLDOOR TAG FOR NEW DOORS1i101AFLOOR ELEVATIONWALL TYPE TAGREFER TO G114 & G11513-SW-A305SWPSWQSWRNEW KAWNEER TRI FAB 451 STOREFRONT GLAZING WITH TEMPERED GLASS WALL ASSEMBLY ALUMINUM BREAK METAL OVER STRUCTURAL STEELS2-0913' - 0"PLENUM BEYONDSOFFIT FOR CONNECTOR HVAC15' - 0"SWNSWPLVL LANDING12' - 0 1/2"12'-0"T/LANDING0'-0"LOWER LEVELNEW ONE-WAY EMERGENCY EXIT ONLY DOOR WITH PANIC HARDWARE 1-1/2" ROUND ADA COMPLIANT HAND RAIL WITH 11" MIN. BOTTOM LANDING EXTENSION. MATCH EXISTING. 1-1/2" ROUND ADA COMPLIANT HAND RAIL WITH 12" MIN. TOP LANDING EXTENSION. MATCH EXISTING.STEEL TUBING GUARD RAIL3" LIGHTWEIGHT CONCRETE OVER 2" METAL DECK METAL DECK - REFER TO STRUCTURALSTEEL COLUMN - REFER TO STRUCTURAL10 TREADS8' - 3"LVL LANDING5' - 0"10 TREADS8' - 3"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.rvt10/3/2017 9:20:03 AM3-SW-A407PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN - POD 3 - SKYWALK - 2ND FLOOR07-14-2017S12014 1/8" = 1'-0"1ENLARGED PLAN - SKYWALK 2ND FLOOR POD 3NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUND 1/4" = 1'-0"2STOREFRONT DIVIDER WALL ELEVATION @ POD3 1/4" = 1'-0"3SKYWALK POD 3 - EMERGENCY EXIT STAIRWAY SECTIONREVISIONS# DATEDESCRIPTIONBY156CONFORMED SET
SOLID ZEE CLOSURE -
BOTH SIDES
22 GAUGE METAL RIDGE
CAP
PEEL AND STICK OVER 5/8"
THICK TREATED PLYWOOD
RIGID INSULATION - R30 MIN.
STANDING SEAM
METAL ROOFING
PRE-ENGINEERED
METAL TRUSSES
1 ' - 0"
STEEL BEAM
REFER TO STRUCT.
STEEL COLUMN
REFER TO STRUCT.
STEEL JOIST
REFER TO STRUCT.
REINFORCED CONCRETE SLAB
OVER STEEL DECK
REFER TO STRUCTURAL
1/4" TEMP. GLAZING W/
ALUMINUM FRAMEMETAL HANDRAIL
5/8" GYPSUM BOARD
3 5/8" METAL FRAMING
W/ BATT. INSULATION
EXTERIOR GRADE
SHEATHING
REINFORCED CONCRETE
SLAB OVER STEEL DECK
REFER TO STRUCTURAL
TUBE STEEL
REFER TO STRUCT.
TUBE STEEL
REFER TO STRUCT.
STEEL BEAM
REFER TO STRUCT.
2"1' - 9"11"
7/8" THICK (3) COAT SMOOTH
FINISH STUCCO OVER 5/8" DENS
GLASS EXTERIOR SHEATHING
METAL FURRING STRIPS ON
FACE OF BEAM
3 5/8" METAL STUDS
BATT INSULATION
6" METAL STUDS
6" METAL STUDS
5/8" GYPSUM WALL
BOARD PAINTED
3 5/8" METAL STUDS
STEEL COLUMN -
REFER TO
STRUCTURAL
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 :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.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 1/2" = 1'-0"C:\Users\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 5:07:00 PM3-SW-A501PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADETAILS - SKYWALK07-14-2017S12014 1 1/2" = 1'-0"3 TYPICAL STANDING SEAM ROOF RIDGE DETAIL
1 1/2" = 1'-0"2 POD 3 RAMP DETAIL
1 1/2" = 1'-0"1 WALL/ COLUMN DETAIL
REVISIONS#DATEDESCRIPTIONBY157
CONFORMED SET
1' - 0"1' - 0"SOFFIT HEIGHT
10' - 0"
MAX FROM WALL
6"
5/8" GYPSUM BOARD -
PAINTED
ACOUSTICAL CEILING
TILE
CONTINUOUS LED
COVE LIGHTING
ACT HEIGHT
12' - 0"
3 5/8" STUDS @ 16" O.C.
DIAGONAL BRACING @
48" O.C.
3 5/8" STUDS @ 16" O.C.
CONTINUOUS METAL
STUD TRACK TOP AND
BOTTOM
EXTEND GYPSUM WALL
BOARD TO 6" ABOVE
DROP CEILING
STUCCO
EXPANSION
JOINT
3/4"
STUCCO
SOFFIT ON
LATH, TYP.
VARIES, SEE CLG.PLAN
6" STUD, TIE BACK TO
STRUCTURE ABOVE
GWB SUSPENDED
CEILING SYSTEM
5/8" GWB CEILING
RECESSED
ACCESS PANEL
5'8" GWB ATTACHED TO
RECESSED ACCESS PANEL (3/4"
STUCCO ON LATH AT GROUND
FLOOR SIM CONDITION)
CONCEALED PIVOT HINGE ROD
PROVIDE KEYED
LOCKING
24" O.C.
MAX. SPACING
5/8" SHEETROCK
BRAND GYPSUM PANELS
HANGER
SPACING
4'-0" O.C.
MAX.
1 1/2" CHANNEL
4'-0" O.C. MAX.
METAL FURRING
CHANNEL CLIP
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 :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.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\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 5:09:00 PM3-SW-A502PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADETAILS - CEILING - SKYWALK07-14-2017S12014 1 1/2" = 1'-0"1 CEILING DETAIL AT SKYWALK ENTRANCE
6" = 1'-0"3 EXPANSION JOINT AT STUCCO SOFFIT
3" = 1'-0"4 SUSPENDED GWB SYSTEM AND RECESSED ACCESS DOOR
N.T.S.2 SUSPENDED DRYWALL CEILING
REVISIONS#DATEDESCRIPTIONBY158
CONFORMED SET
CORRIDORS1-05POD 2S1-06ITS1-08RESTROOMS1-07CORRIDORS1-09ITS1-11POD 3S1-10ELECTRICALS1-03ITS1-04POD 1S1-01HVACS1-02S1-02S1-01AS1-03BS1-04S1-03AS1-06AS1-07S1-08S1-06BS1-11S1-10AS1-10BS1-03S1-01BWALL 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.rvt10/3/2017 9:32:08 AM3-SW-A601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR SCHEDULE KEY PLAN - SKWYALK - 1STFLOOR07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUND 3/64" = 1'-0"1KEY PLAN - SKYWALK 1ST FLOORNNORTHDOOR SCHEDULE - SKYWALK 1ST FLOORSAA #CARDREADERDoor # Room NameDoor SizeDoorLabelDetailsFrameHardwareSetCommentsWidth Height Thickness Door Material Door FinishHead Jamb Threshold MaterialFinishYES S1-01A POD 13' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY1/3-SW-A605 2/3-SW-A605 3/3-SW-A605 HOLLOW METAL PAINT10 SITE VISION GLASSNO S1-01B POD 16' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT1/3-SW-A605 2/3-SW-A605 3/3-SW-A605 HOLLOW METAL PAINT17 SITE VISION GLASSNO S1-02 HVAC6' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT MECHANICALROOM7/3-SW-A605 8/3-SW-A605HOLLOW METAL PAINT11NO S1-03 ELECTRICAL3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT ELECTRICALROOM7/3-SW-A605 8/3-SW-A605HOLLOW METAL PAINT2NO S1-03A ELECTRICAL3' - 0" 7' - 0"1 3/4" HOLLOW METALPAINT ELECTRICALROOM7/3-SW-A605 8/3-SW-A605HOLLOW METAL PAINT2NO S1-03B ELECTRICAL6' - 0" 7' - 0"1 3/4" HOLLOW METALPAINT ELECTRICALROOM7/3-SW-A605 8/3-SW-A605HOLLOW METAL PAINT11YES S1-04 IT3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT ELECTRICALROOM7/3-SW-A605 8/3-SW-A605HOLLOW METAL PAINT16NO S1-06A POD 26' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT1/3-SW-A605 2/3-SW-A605 3/3-SW-A605 HOLLOW METAL PAINT17 SITE VISION GLASSNO S1-06B POD 26' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT1/3-SW-A605 2/3-SW-A605 3/3-SW-A605 HOLLOW METAL PAINT17 SITE VISION GLASSNO S1-07 RESTROOM3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINTUNISEXRESTROOM7/3-SW-A605 8/3-SW-A605HOLLOW METAL PAINT1YES S1-08 IT3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT7/3-SW-A605 8/3-SW-A605HOLLOW METAL PAINT16NO S1-10A POD 36' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY1/3-SW-A605 2/3-SW-A605 3/3-SW-A605 HOLLOW METAL PAINT17 SITE VISION GLASSNO S1-10B POD 36' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY1/3-SW-A605 2/3-SW-A605 3/3-SW-A605 HOLLOW METAL PAINT17 SITE VISION GLASSYES S1-11 IT3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT7/3-SW-A605 8/3-SW-A605HOLLOW METAL PAINT16GENERAL 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# DATEDESCRIPTIONBY159CONFORMED SET
SKYWAY POD 1S2-01CORRIDORS2-02SKYWAY POD 2S2-03WOMENS ROOMS2-04JANITORS2-06MENS ROOMS2-05CORRIDORS2-07SKYWAY POD 3S2-08S2-01S2-06S2-07AS2-07BS2-07CS2-09AS2-08S2-03S2-09WALL 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.rvt10/3/2017 9:36:05 AM3-SW-A602PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR SCHEDULE KEY PLAN - SKYWALK - 2NDFLOOR07-14-2017S12014 3/64" = 1'-0"1KEY PLAN - SKYWALK 2ND FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDDOOR SCHEDULE - SKYWALK 2ND FLOORSAA #CARDREADERDoor # Room NameDoor SizeDoorLabelDetailsFrameHardwareSetCommentsWidth Height Thickness Door Material Door FinishHeadJamb Threshold MaterialFinishYES S2-01 POD 14' - 0" 7' - 4" 1 3/4" HOLLOW METALPAINT1/3-SW-A605 2/3-SW-A605 3/3-SW-A605 HOLLOW METAL PAINT18 12 X 24 ONE WAY / SITE VISION GLASSYES S2-03 POD 26' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT3/3-SW-A605 HOLLOW METAL PAINT21 12 X 24 ONE WAY / SITE VISION GLASSNO S2-06 JANITOR 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN7/3-SW-A605 8/3-SW-A605 3/3-SW-A605 HOLLOW METAL PAINT2YES S2-07A GATE 1 4' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT10/3-SW-A605 11/3-SW-A605 9/3-SW-A301 HOLLOW METAL PAINT19 NEW TERMINAL GATE #1YES S2-07B GATE 4 4' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT10/3-SW-A605SIM11/3-SW-A605SIM9/3-SW-A301SIMHOLLOW METAL PAINT19 NEW TERMINAL GATE #4YES S2-07C CORRIDOR 6' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT3/3-SW-A605 HOLLOW METAL PAINT21 12 X 24 ONE WAY / SITE VISION GLASSYES S2-08 GATE 3 4' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT10/3-SW-A605SIM11/3-SW-A605SIM9/3-SW-A301SIMHOLLOW METAL PAINT19 NEW TERMINAL GATE #3S2-093' - 0 1/4" 6' - 10 3/4" 1 3/4"4/3-SW-A605 5/3-SW-A605 6/3-SW-A30120YES S2-09A GATE 2 4' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT10/3-SW-A605SIM11/3-SW-A605SIM9/3-SW-A301SIMHOLLOW METAL PAINT19 NEW TERMINAL GATE #2GENERAL 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# DATEDESCRIPTIONBY160CONFORMED SET
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"EXTERIORFLOOR FINISH AS SCHEDULED3/8" PREFORMEDISOLATION JOINTALUM. THRESHOLD RE: TO HARDWARESCHEDULEAPPLIED SWEEPALUM. JAMBBEYOND3'X7' DBL DRS WITH IMPACT GLASS10"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 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" GYPSUM BOARD BOTH SIDES3 5/8" METAL STUDS PER WALL TYPESOLID CORE WOOD DOOR BATT INSULATION REFERTO WALL TYPES HOLLOW METAL FRAME7'-0" A.F.F.7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER SELF FURRED PAPER BACK METAL LATH OVER TYVEK OVER 5/8" DENS GLASS GOLD EXTERIOR SHEATHINGPASSENGER BOARDING BRIDGE BY OTHERSCONTINUOUS FLASHING BY PBB INSTALLER2X FIRE TREATED BLOCKING5/8" EXTERIOR SHEATHINGCONTINUOUS ALUMINUM GUTTER AT HEAD OF PBBPREFINISHED METAL TRIM1' - 0"HOLLOW METAL DOOR AND FRAMETHRESHOLD BY PASSENGER BOARDING BRIDGE MFG.PASSENGER BOARDING BRIDGE BY OTHERSCONTINUOUS FLASHING BY PBB INSTALLER2X FIRE TREATED BLOCKING2 5/8" METAL STUD 5/8" EXTERIOR SHEATHINGCONCRETE SLAB. REFER TO STRUCTURALSCHEDULED FLOOR FINISH7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER SELF FURRED PAPER BACK METAL LATH OVER TYVEK OVER 5/8" DENS GLASS GOLD EXTERIOR SHEATHINGCONTINUOUS FLASHING OVER STUCCOHOLLOW METAL DOOR AND FRAMEPASSENGER BOARDING BRIDGE BY OTHERSCONTINUOUS FLASHING BY PBB INSTALLER2X FIRE TREATED BLOCKING5/8" EXTERIOR SHEATHING7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER SELF FURRED PAPER BACK METAL LATH OVER TYVEK OVER 5/8" DENS GLASS GOLD EXTERIOR SHEATHINGSCHEDULED BASE BELOW8"PREFINISHED METAL TRIM5/8" GYPSUM WALL BOARD -PAINTEDINTERIOREXTERIOR6" METAL STUD WALL FLAME BAFFLEPROTECTIVE STEEL HOOD4" STAINLESS STEEL TRIM PIECE12GA. METAL STUD WALL HEADERCONTINUOUS SEALANTBATT INSULATION5/8" EXTERIOR SHEATHINGPRE-FINISHED METAL PANEL AND FLASHING OUTSIDE CLOSURE STRIP14 GA. DOUBLE METAL STUD JAMB4" STAINLESS STEEL METAL TRIM5/8" GWB - PAINTED5/8" EXTERIOR SHEATHING6" METAL STUD WALLCONTINUOUS SEALANTINTERIOREXTERIORROLL UP DOOR - VERIFY WITH BAGGAGE BELT SHOP DRAWINGS FOR CLEARENCE NEEDED. ADJUST JAMB ANGLE AS NECESSARY L 6x4x5/8 CONTINUOUS JAMB ANGLE - PAINTEDPREFINISHED METAL PANEL SIDING500 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" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/2/2017 11:19:35 AM3-SW-A603PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR DETAILS - SKYWALK07-14-2017S12014 3" = 1'-0"2EXTERIOR H/M DOOR JAMB1 3" = 1'-0"3EXTERIOR H/M THRESHOLD DETAIL1 3" = 1'-0"4ALUMINUM ENTRY DOOR HEAD1 3" = 1'-0"5ALUMINUM ENTRY DOOR JAMB1 3" = 1'-0"6ALUMINUM DOOR THRESHOLD1 3" = 1'-0"7INTERIOR DOOR HEAD2 3" = 1'-0"8INTERIOR DOOR JAMB2 3" = 1'-0"1EXTERIOR HM DOOR HEAD1 3" = 1'-0"10HEAD @ GATE 3" = 1'-0"11SILL @ GATE 3" = 1'-0"9JAMB @ GATEREVISIONS# DATEDESCRIPTIONBY 3" = 1'-0"12ROLL UP DOOR HEAD 3" = 1'-0"13ROLL UP DOOR JAMB161CONFORMED SET
SEALANT, BOTH SIDESMETAL SIDING ONHAT CHANNELS7'-0" A.F.F.EXTERIORSHEATHINGPREFINISHED STEELEDGE FLASHINGDOORHOLLOW METALDOORFRAMEMETAL THRESHOLDSET IN FULLBED OF MASTICMETALSIDINGBEYOND14 GA. DOUBLE METAL STUD JAMBSTAINLESS STEEL METAL TRIM5/8" GWB - PAINTED5/8" EXTERIOR SHEATHINGMETAL STUD WALLCONTINUOUS SEALANTPUBLIC SIDESECURITY SIDEROLL UP DOOR - VERIFY WITH BAGGAGE BELT SHOP DRAWINGS FOR CLEARENCE NEEDED. ADJUST JAMB ANGLE AS NECESSARY L 6x4x5/8 CONTINUOUS JAMB ANGLE - PAINTPRE-FINISHED METAL PANELBAGGAGE GUARDROLL UP DOORSTAINLESS STEEL TRIMBAGGAGE CONVEYOR BELTOVERHEAD DOOR JAMB5/8" 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" EXTERIOR SHEATHINGPRE-FINISHED METAL PANEL SIDING7' - 0"2"MATCH EXISTING HEIGHTCARD READER7' - 2"2"3' - 0"2"3' - 4"NEW S.S. TRIMSCHEDULED BASEPAINTED MILD STEELCLOSURE TRIM WHERECONCEALED (TYP) S.S.CLOSURE TRIM WHEREEXPOSED TO PUBLIC VIEW(TYP)FRAMED WALL OPENING4' - 6"4' - 0"APPROX.1' - 2"5' - 2"ROLL UP BAGGAGE DOOR / PUBLIC SIDESINGLE FLUSH HOLLOW METAL DOOR7' - 0"2"MATCH EXISTING HEIGHTCARD READER7' - 2"3' - 0"2"DOUBLE HOLLOW METAL DOOR4"CARD READER2"3' - 0"2"3' - 4"12X24 ONE WAY SITE VISION GLASS2' - 0"8"6"1' - 0"CARD READER2"6' - 0"2"DOUBLE HOLLOW METAL DOOR2' - 0"8"1' - 0"4"4"1' - 0"7' - 0"7' - 4"SEALANT, BOTH SIDESBATT INSULATION. REFER TO WALL TYPE5/8" GYPSUM BOARDMETAL SIDING ON HAT CHANNELSHOLLOW METAL FRAME & DOOR6" METAL STUDS PER WALL TYPEEXTERIOR SHEATHING500 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.rvt9/28/2017 11:34:46 AM3-SW-A604PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR DETAILS AND ELEVATIONS - SKYWALK07-14-2017S12014 3" = 1'-0"2BAGGAGE BELT ROLL UP DOOR JAMB 3" = 1'-0"3BAGGAGE BELT ROLL UP DOOR THRESHOLD 3" = 1'-0"1BAGGAGE CLAIM ROLL UP DOOR HEAD 1/2" = 1'-0"DOOR ELEVATIONSREVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 46 09-28-2017 ADDENDUM 6 3" = 1'-0"4EXTERIOR H/M DOOR HEAD 3" = 1'-0"5EXTERIOR H/M DOOR JAMB 3" = 1'-0"6EXTERIOR H/M THRESHOLD46162CONFORMED SET
KIDS PLAY AREAA2-06SKYWAY POD 1S2-01CORRIDORS2-02SKYWAY POD 2S2-03CORRIDORS2-07SKYWAY POD 3S2-08DN9' - 8"CONCESSIONA2-07WOMENS ROOMS2-04MENS ROOMS2-05JANITORS2-061415151617171617171717171717171717171717171818191920202020202020202020191919191822SUNSHADE BY KAWNEER OR ARCHITECT APPROVED EQUALSUNSHADE SUNSHADE SUNSHADE SUNSHADE SUNSHADE SUNSHADE SUNSHADE SUNSHADE SUNSHADE SUNSHADE 8' - 0"20' - 0"5' - 0"5' - 0"5' - 0"5' - 0"WINDOW TYPE 142' - 6"5' - 6"8' - 0"2' - 6"5' - 6"12' - 0"4' - 0"4' - 0"4' - 0"WINDOW TYPE 152' - 6"5' - 6"8' - 0"5' - 0"5' - 0"10' - 0"WINDOW TYPE 162' - 6"6' - 6"9' - 0"20' - 0"5' - 0"5' - 0"5' - 0"5' - 0"WINDOW TYPE 179' - 0"2' - 6"6' - 6"4' - 0"4' - 0"4' - 0"4' - 0"16' - 0"WINDOW TYPE 18SPANDREL GLASS10' - 0"2' - 6"7' - 6"16' - 0"4' - 0"4' - 0"4' - 0"4' - 0"WINDOW TYPE 197' - 6"2' - 6"10' - 0"5' - 0"5' - 0"5' - 0"5' - 0"20' - 0"WINDOW TYPE 202' - 6"7' - 6"10' - 0"4' - 0"4' - 0"8' - 0"WINDOW TYPE 187' - 6"2' - 6"10' - 0"5' - 0"5' - 0"10' - 0"WINDOW TYPE 22HOLLOW METAL FRAME OR SIMILARSEALANT - BOTH SIDES3/8" SHIM4"5/8" GYPSUM WALL BOARD -PAINTEDCORNER J-BEAD7/8" THICK 3 COAT SMOOTH FINISH STUCCO - PAINTED ON SOUTH AND EAST SIDE - NORTH AND WEST SIDE ARE METAL PANELSWINDOW GLAZING6" 20 GAUGE METAL STUDS @ 16" O.C.R-13 BATT INSULATION5/8 EXTERIOR GRADE DENSGLASS GOLD SHEATHINGSELF-FURRED, DIAMOND MESH GALVANIZED METAL LATH PAPER BACKED 2.5 LBS/SQ. YARD OVER TYVEK BUILDING WRAP FINISH INFORMATION.HSS 6X6X1/4" TUBE STEELNOTE: USE METAL PANELS ON NORTH AND WEST SIDE OF SKYWALK FOR FINISHHOLLOW METAL FRAME OR SIMILARSEALANT - BOTH SIDES3/8" SHIM4"5/8" GYPSUM WALL BOARD -PAINTEDCORNER J-BEADHSS 6X6X1/4" TUBE STEELWINDOW GLAZING6" 20 GAUGE METAL STUDS @ 16" O.C.R-13 BATT INSULATION5/8 EXTERIOR GRADE DENSGLASS GOLD SHEATHINGSELF-FURRED, DIAMOND MESH GALVANIZED METAL LATH PAPER BACKED 2.5 LBS/SQ. YARD OVER TYVEK BUILDING WRAP FINISH INFORMATION.NOTE: USE METAL PANELS ON NORTH AND WEST SIDE OF SKYWALK FOR FINISH7/8" THICK 3 COAT SMOOTH FINISH STUCCO - PAINTED ON SOUTH AND EAST SIDE - NORTH AND WEST SIDE ARE METAL PANELSMETAL FRAMESILL TOP TRIM PIECE5/8" GYPSUM WALL BOARD -PAINTEDTHROUGH WALL ALUMINUM WALL CAPMETAL SUB STILL3/8" SHIMWINDOW GLAZINGHSS 6X6X1/4" TUBE STEEL5/8 EXTERIOR GRADE SHEATHINGSELF-FURRED, DIAMOND MESH GALVANIZED METAL LATH PAPER BACKED 2.5 LBS/SQ. YARD OVER TYVEK BUILDING WRAP FINISH INFORMATION.NOTE: USE METAL PANELS ON NORTH AND WEST SIDE OF SKYWALK FOR FINISH7/8" THICK 3 COAT SMOOTH FINISH STUCCO - PAINTED ON SOUTH AND EAST SIDE - NORTH AND WEST SIDE ARE METAL PANELS500 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.rvt10/3/2017 9:42:31 AM3-SW-A605PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWINDOW SCHEDULE AND KEY PLAN - SKYWALK07-14-2017S12014 1/32" = 1'-0"1WINDOW SCHEDULE KEY PLAN - SKYWALK 2ND FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUND 1/4" = 1'-0"2WINDOW TYPES 3" = 1'-0"3WINDOW HEAD DETAIL 3" = 1'-0"4WINDOW JAMB DETAIL 3" = 1'-0"5WINDOW SILL DETAILREVISIONS# DATEDESCRIPTIONBY163CONFORMED SET
FINISH LEGENDCARPETCARPET ACCENTCARPET ACCENTVCTTILE FLOORINGTERRAZZO TILETERRAZZO TILE ACCENTTERRAZZO TILE ACCENTCHILDREN PLAY AREAFLOORINGSEALED CONCRETERECESSED WALK-OFF MATMILLWORKITS1-04ELECTRICALS1-03POD 1S1-01SCREEN WALLLINE OF FLOOR ABOVEHVACS1-02CORRIDORS1-05CORRIDORS2-02CORRIDORS2-02SKYWAY POD 1S2-0137' - 3 1/2"70' - 0"11"3' - 7"2' - 2"13' - 8"4' - 6"R 107' - 7 5/8"EQ15' - 10"EQ5' - 7"10 1/2"R 32' - 0 5/8"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.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.rvt10/3/2017 9:49:12 AM3-SW-A701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN - POD 1 AND CORRIDOR - SKYWALK -1ST AND 2ND FLOOR07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/16" = 1'-0"1FINISH PLAN - SKYWAY 1ST FLOOR 1/16" = 1'-0"2FINISH PLAN - SKYWAY 2ND FLOORNNORTHREVISIONS# DATEDESCRIPTIONBY164CONFORMED SET
CORRIDORS2-02SKYWAY POD 2S2-03CORRIDORS2-07SKYWAY POD 3S2-08WOMENS ROOMS2-04JANITORS2-06MENS ROOMS2-05R 22' - 8 1/2"R 24' - 8 1/2"R 20' - 11 1/2"R 18' - 11 1/2"R 20' - 9 3/4"R 22' - 9 3/4"R 20' - 7 3/8"R 22' - 7 3/8"10' - 4 1/2"38' - 5"32' - 3 1/2"5' - 1"54' - 6"40' - 0 1/2"102' - 8 1/2"2' - 8 1/2"34' - 10 1/2"13' - 11"4' - 11 1/2"27' - 10"12' - 3"4' - 0"4' - 0"16' - 5"4' - 0"4' - 0"4' - 5"R 2 7 ' - 9 1/4"POD 2S1-06POD 3S1-10CORRIDORS1-05CORRIDORS1-09CORRIDORS1-09ITS1-08RESTROOMS1-07ITS1-11METAL SCREEN WALLFINISH 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.rvt10/3/2017 9:53:25 AM3-SW-A702PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN POD 2 AND 3 AND SCHEDULE -SKYWALK - 1ST AND 2ND FLOOR07-14-2017S12014 1/16" = 1'-0"2FINISH PLAN - SKYWAY 2ND FLOOR 1/16" = 1'-0"1FINSH PLAN - SKYWAY 1ST FLOORNNORTHFINISH SCHEDULE - SKYWALK - FIRST FLOORRM. NO. ROOM NAME AreaFLOORBASEWALL FINISHESCEILINGNOTESNorth Finish East Finish South Finish West FinishS1-01 POD 1 746 SF SEALED CONCRETE VINYL PAINT PAINT PAINTPAINT EXPOSED USE PLYWOOD BACKER BOARD FOR ALL WALLMOUNTED ITEMSS1-02 HVAC 350 SF SEALED CONCRETE VINYLEXPOSEDS1-03 ELECTRICAL 306 SF SEALED CONCRETE VINYL PAINT PAINT PAINT PAINT EXPOSED USE PLYWOOD BACKER BOARD FOR ALL WALLMOUNTED ITEMSS1-04 IT89 SF SEALED CONCRETE VINYL PAINT PAINT PAINT PAINT EXPOSEDS1-04A FIRE RISER 36 SFS1-05 CORRIDOR 7903 SF CONCRETE N/A N/A N/A N/A N/AN/A EXTERIOR, REFER TO PLANS AND ELEVATIONSFOR SCREEN WALL - PAINT ALL EXPOSED STEELAND DECKING ABOVE - ENCASE WITH BIRDSCREENS1-06 POD 2 2151 SF SEALED CONCRETE VINYL PAINT PAINT PAINTPAINT EXPOSED USE PLYWOOD BACKER BOARD FOR ALL WALLMOUNTED ITEMSS1-07 RESTROOM 63 SFVCT - V1TILE FRP/PAINT FRP/PAINT FRP/PAINT FRP/PAINT PAINTS1-08 IT100 SF SEALED CONCRETE VINYL PAINT PAINT PAINT PAINT EXPOSED PAINT ALL EXPOSED STEEL AND DECKING ABOVE- INCASE WITH BIRD SCREENS1-09 CORRIDOR 6765 SF CONCRETE N/AN/A EXTERIORS1-10 POD 3 2228 SF SEALED CONCRETE VINYL PAINT PAINT PAINTPAINT EXPOSED USE PLYWOOD BACKER BOARD FOR ALL WALLMOUNTED ITEMSS1-11 IT100 SF SEALED CONCRETE VINYL PAINT PAINT PAINT PAINT EXPOSEDFINISH SCHEDULE - SKYWALK - SECOND FLOORRM. NO. ROOM NAME AreaFLOORBASEWALL FINISHESCEILINGNOTESNorth Finish East Finish South Finish West FinishS2-01 SKYWAY POD 1 1525 SF TERRAZZO TILETILE PAINT PAINT PAINT PAINT PAINT /SOFFITSPREFINISHED METAL ARCHED CEILINGS INCENTERS2-02 CORRIDOR 7603 SF TERRAZZO TILE TILE PAINT PAINT PAINT PAINT PAINT /SOFFITSS2-03 SKYWAY POD 2 2259 SF CARPET/TERRAZZO TILE VINYL PAINT PAINT PAINT PAINT PAINT /SOFFITSS2-04 WOMENS ROOM 235 SF PORCELAIN TILE TILE TILE TILETILE TILEPAINTS2-05 MENS ROOM 232 SF PORCELAIN TILE TILE TILETILE TILE TILEPAINTS2-06 JANITOR 38 SF PORCELAIN TILE TILE FRP/PAINT FRP/PAINTFRP/PAINT FRP/PAINT PAINTS2-07 CORRIDOR 6465 SF CARPET/TERRAZZO TILE VINYL PAINT PAINT PAINT PAINT PAINT /SOFFITSPREFINISHED METAL ARCHED CEILINGS INCENTERS2-08 SKYWAY POD 3 2368 SF CARPET/TERRAZZO TILE VINYL PAINT PAINT PAINT PAINT PAINT /SOFFITSREVISIONS# DATEDESCRIPTIONBY3 08-25-2017 ADDENDUM 33165CONFORMED SET
ANAMNEW AUTOMATIC OVERHEAD ROLL-UP 4 HOUR FIRE DOOR - CONCEAL IN SOFFIT. DOOR SHOWN IN CLOSED POSITIONDROP CEILINGEXISTING TERMINAL ROOF ASSEMBLY TO REMAINNEW PAINTED GYPSUM WALL BOARD OVER METAL STUD DROPPED SOFFIT. REFER TO FINISH PLANS FOR FINISH SPECIFICATIONFINISH FLOOR10'-4"B/EXST CEILINGNEW WAYFINDING SIGNAGE REFER TO WAYFINDING PLANSEXISTING EMERGENCY EXIT DOOR1' - 7 1/4"4' - 11"22' - 10 1/2"4' - 11"1' - 5 1/2"EXISTING CEILING TILE AND GRID -REFER TO RCP24' - 10"3-SW-A502110' - 0"12' - 0"10' - 0"A20ANAMSW2SW1SWASWB13-SW-A301A2-01NEW FOLDING DOORS BY NANAWALL OR EQUAL. DOORS TO FOLD TOWARDS SKYWALKNEW AUTOMATIC OVERHEAD ROLL-UP FIRE DOOR ABOVESKYWAY POD 1S2-01S2-0124' - 0"5' - 5"HOLD1' - 7"4' - 4"1' - 3 1/2"1' - 7 1/2"9' - 6 1/2"NEW 12" CMU FIRE WALLNEW 12" CMU FIRE WALL4"EXISTING TERMINAL WALL TO REMAINNEW OPENING IN TERMINAL WALL FOR SKYWALK ADDITION ENTRANCE. REFER TO STRUCTURAL FOR DEMO NOTESEXISTING TERMINAL WALL TO REMAINNEW DROPPED SOFFIT ABOVENEW DROPPED SOFFIT ABOVE4' - 11"22' - 10"4' - 11"9"21' - 3"10"3-SW-A30133-SW-A3013OPHNEW FLOOR EXPANSION JOINTPLENUMFLOOR PLAN LEGEND:NEW WALLEXISTING WALLDOOR TAG FOR NEW DOORS1i101AFLOOR ELEVATIONWALL TYPE TAGREFER TO G114 & G115UPPER LEVEL16' - 0"ANAMSWASWB13-SW-A3013' - 7"1' - 4"3' - 7"2' - 0"1' - 0"3' - 0"3' - 0"1' - 0"22' - 10 1/2"MARLITE PANEL SYSTEMNANA WALL, REFER TO SPECIFICATIONSGYP. BOARD SOFFITGYP. BOARD SOFFITFRITZ TILE BASE4' - 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 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/4/2017 9:05:12 AM3-SW-A711PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS AND PLAN - SKYWALKENTRANCE - SKYWALK07-14-2017S12014 1/4" = 1'-0"2BUILDING SECTION AT SKYWALK ENTRANCESKYWALK ENTRANCE 1/4" = 1'-0"1TERMINAL "A" - SKYWAY ENTRANCE - SECOND FLOORORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUND 1/4" = 1'-0"5ELEVATION AT SKYWALKREVISIONS# DATEDESCRIPTIONBY166 CONFORMED 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.1245b11d11a8b8c1245e421b10"1' - 0"1' - 0"1' - 0"2' - 0"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"2' - 0"2' - 0"9' - 0"2221a21d3' - 0"1' - 7"2' - 10"3' - 3"2' - 10"T2T3T41245a11d8c1311a8b99 1/2"1' - 0"1' - 0"1' - 0"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"1' - 0"2' - 0"2' - 0"9' - 0"21a21d2' - 10"2' - 10"3' - 0"1' - 7"1' - 6"T2T3T421b125b132' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 0 1/2"43b21a21d3' - 10"2' - 10"1' - 7"T2T421d8b11a21a1' - 0"1' - 0 1/2"2' - 0"2' - 1"1921bBEYOND2' - 10"T2T3T43b131' - 3"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2221a21dLINE OF SPANDREL GLASS BEYONDT2T4TOILET PARTITION BEYOND1' - 1 1/2"2' - 0"2' - 0"1' - 9 1/2"21b21dT3T4TOILET PARTITION BEYOND1' - 9 1/2"2' - 0"2' - 0"1' - 2"21b21d9' - 0"T3T411a1' - 2 1/2"2' - 0"2' - 0"11 1/2"OPEN TO BEYOND8b21a21d21bBEYONDT2T3T419133b2145a1' - 0 1/2"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"21d21a1' - 7"3' - 0"3' - 10"T2T3T4133b10 1/2"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"21a2221dLINE OF SPANDREL GLASS BEYOND9' - 0"T2T3T421b21d2' - 0"2' - 0"2' - 0"T3T421b21d2' - 0"2' - 0"2' - 0"2' - 0"T3T4500 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.rvt10/3/2017 9:56:09 AM3-SW-A712PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - RESTROOMS - SKYWALK07-14-2017S12014 1/2" = 1'-0"2SKYWALK WOMEN'S RESTROOM - POD 2 ELEVATION 1/2" = 1'-0"9SKYWALK MEN'S RESTROOM - POD 2 ELEVATION 1/2" = 1'-0"1SKYWALK WOMEN'S RESTROOM -POD 2 ELEVATION 1/2" = 1'-0"3SKYWALK WOMEN'S RESTROOM -POD 2 ELEVATION 1/2" = 1'-0"4SKYWALK WOMEN'S RESTROOM - POD 2 ELEVATION 1/2" = 1'-0"5SKYWALK WOMEN'S RESTROOM - POD 2 ELEVATION 1/2" = 1'-0"7SKYWALK MEN'S RESTROOM -POD 2 ELEVATION 1/2" = 1'-0"8SKYWALK MEN'S RESTROOM -POD 2 ELEVATION 1/2" = 1'-0"10SKYWALK MEN'S RESTROOM - POD 2 ELEV. 1/2" = 1'-0"11SKYWALK MEN'S RESTROOM - POD 2 ELEVATION 1/2" = 1'-0"6SKYWALK RESTROOMENTRY ELEVATION 1/2" = 1'-0"12SKYWALK RESTROOM ELEVATIONREVISIONS# DATEDESCRIPTIONBY167CONFORMED SET
FLOOR LINE
0"
1
4
2
5c
FRP
PANEL
BASE AS SCHEDULED
1' - 7"3' - 0"4
2
1
11d
5b
8c
13
12
FRP
PANEL
BASE AS
SCHEDULED3' - 0"1' - 7"2' - 10"3' - 3"11d
8c
13
12
FRP
PANEL
BASE AS
SCHEDULED3' - 11"2' - 10"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 :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.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
1/2" = 1'-0"C:\Users\kmason\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_kmason.rvt7/17/2017 5:14:59 PM3-SW-A713PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - RESTROOMS - SKYWALK07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND REVISIONS#DATEDESCRIPTIONBY 1/2" = 1'-0"1
SKYWALK RESTROOM ELEVATION
- LOWER LEVEL
1/2" = 1'-0"2
SKYWALK RESTROOM ELEVATION
- LOWER LEVEL
1/2" = 1'-0"3
SKYWALK RESTROOM ELEVATION
- LOWER LEVEL
1/2" = 1'-0"4
SKYWALK RESTROOM ELEVATION
- LOWER LEVEL
FRP
PANEL
BASE AS
SCHEDULED
168
CONFORMED SET
13-S001 3-S10113-S001 3-S80113-S001 3-S70113-S001 3-S60113' - 0"UNKREST
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D
AREAKEEPOUTGENE
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12/19/2015 12:06:59 PM3-S001ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE FIRST FLOOR PLAN - STRUCTURALSCOPE OF WORKREVISIONS# DATEDESCRIPTIONBY 1/64" = 1'-0"PHASE III: 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 III\3-S001.dwg Jul 12, 2017 - 3:55pm daranAS SHOWN07-14-2017S12014169CONFORMED SET
13-S002 3-S10423-S002 3-S80123-S002 3-S70133-S002 3-S601RESTRICTEDAREAKEEPOUTTable
Table
Table
Table
Table Table
Table
Table TDC #1 TDC #2TDC #3 TDC #4TDC #5 TDC #6TDC #7TDC #8TDC/CA
TTDC/CAT
TDC/CA
TTDC/CAT
TDC/CA
T
TDC/C
A
T
TDC/C
A
TTDC/CAT
BLSETDAVS
AVSAVSBLSETD
AVS
AVS
BLSETD
AVS
AVS
BLSETDBLSETDAVS
2
ADAGATE LCEIAWTMD1
2ETDETDETDETD
LL4
3L4
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2ADAGATELCEIAWTMD12
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ADAGATE LCEIAWTMD1
[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
EMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINS6040aTiXAT260" DIVESTTABLE 60" DIVESTTABLE
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EMPTYBINS 6040aTiXAT2 60" DIVESTTABLE 60" DIVESTTABLEEXITENTERL3 EMPTYBINSEMPTYBINS
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AT260" DIVESTTABLE 60" DIVESTTABLEEXITENTERL3
NAFRYER, GAS-FIREDNAFRYER, GAS-FIRED0000
NABROILER, CHAR-TYPE, H.D., MODULARKK00988C KR02016FKR02016F12/19/2015 12:07:22 PMORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE SECOND FLOOR PLAN - STRUCTURALSCOPE OF WORKREVISIONS# DATEDESCRIPTIONBY 1/64" = 1'-0"PHASE III: 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 III\3-S002.dwg Jul 12, 2017 - 3:56pm daranAS SHOWN07-14-2017S120143-S002170CONFORMED SET
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 III\3-S003.dwg Jul 12, 2017 - 3:56pm daranAS SHOWN07-14-2017S12014ABBREVIATIONS AND STRUCTURAL NOTES3-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.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/AFOUNDATIONS: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.171CONFORMED SET
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 III\3-S004.dwg Jul 12, 2017 - 3:56pm daranAS SHOWN07-14-2017S120143-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 NOTES172CONFORMED SET
33' - 0"30' - 0"CANOPY "E"POD NO.1CANOPY "F"HALLWAY(FROM POD NO.1 TO POD NO.2) 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 III\3-S005.dwg Jul 12, 2017 - 3:56pm daranAS SHOWN07-14-2017S120143-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 26.49-36.251.0340.43-53.4524.26-32.071.0338.11-48.80 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 9.60-26.491.0316.00-41.83 9.60-25.101.0316.00-83.66 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 WINDAREA1.08-82.84-49.711.08-81.87-49.121.08-78.94-47.371.08-77.97-46.781.08-82.84-49.711.08-81.87-49.121.08-78.94-47.371.08-77.97-46.781.08-136.45-81.871.08-107.21-64.331.08-68.22-40.931.08-38.99-23.391.0848.73-53.60 29.24-32.161.0846.29-51.17 27.78-30.701.0842.40-47.76 25.44-28.651.0839.96-44.83 23.98-26.901.0838.01-42.88 22.81-25.731.0848.73-68.22 29.24-40.931.0846.29-63.35 27.78-38.011.0842.40-56.04 25.44-33.621.0839.96-51.17 23.98-30.701.0838.01-46.29 22.81-27.781.0816.00-48.73 9.60-29.241.0816.00-48.73 9.60-29.241.0816.00-46.29 9.60-27.781.0816.00-43.86 9.60-26.311.0848.73-87.72 29.24-52.631.0846.29-77.97 27.78-46.781.0842.40-63.35 25.44-38.011.0839.96-53.60 23.98-32.161.0848.73-87.72 29.24-52.631.0846.29-77.97 27.78-46.781.0842.40-63.35 25.44-38.011.0839.96-53.60 23.98-32.16ZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)ZONEEFFECTIVE WINDCOEFFICIENTULTIMATE DWPNOMINAL DWPPNETPNET1101201501100210220250210031032035031004104204504100420051052055051005200110120150110021022025021003103203503100AREAEFFECTIVE WINDAREAZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)EFFECTIVE WINDAREA1.25-95.88-57.531.25-94.76-56.851.25-91.37-54.821.25-90.24-54.151.25-95.88-57.531.25-94.76-56.851.25-91.37-54.821.25-90.24-54.151.25-157.93-94.761.25-124.08-74.451.25-78.96-47.381.25-45.12-27.071.2556.40-62.04 33.84-37.231.2553.58-59.22 32.15-35.531.2549.07-55.27 29.44-33.161.2546.25-51.89 27.75-31.131.2543.99-49.63 26.40-29.781.2556.40-78.96 33.84-47.381.2553.58-73.32 32.15-43.991.2549.07-64.86 29.44-38.921.2546.25-59.22 27.75-35.531.2543.99-53.58 26.40-32.151.2516.92-56.40 10.15-33.841.2516.00-56.40 9.60-33.841.2516.00-53.58 9.60-32.151.2516.00-50.76 9.60-30.461.2516.92-101.52 10.15-60.911.2516.00-90.24 9.60-54.151.2516.00-73.32 9.60-43.991.2516.00-62.04 9.60-37.231.2516.92-157.93 10.15-94.761.2516.00-129.72 9.60-77.831.2516.00-90.24 9.60-54.151.2516.00-62.04 9.60-37.23ZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)ZONEEFFECTIVE WINDCOEFFICIENTULTIMATE DWPNOMINAL DWPPNETPNET1101201501100210220250210031032035031004104204504100420051052055051005200110120150110021022025021003103203503100AREAEFFECTIVE WINDAREAZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)EFFECTIVE WINDAREA1.16-88.98 -53.391.16-87.93-52.761.16-84.79-50.881.16-83.75-50.251.16-88.98-53.391.16-87.93-52.761.16-84.79-50.881.16-83.75-50.251.16-146.55-87.931.16-115.15-69.091.16-73.28-43.971.16-41.87-25.121.1652.34-57.58 31.40-34.551.1649.72-54.96 29.83-32.971.1645.54-51.2927.32-30.781.1642.92-48.15 25.75-28.891.1640.83-46.06 24.50-27.641.1652.34-73.28 31.40-43.971.1649.72-68.04 29.83-40.831.1645.54-60.1927.32-36.121.1642.92-54.96 25.75-32.971.1640.83-49.72 24.50-29.831.1616.00-52.34 9.60-31.401.1616.00-52.34 9.60-31.401.1616.00-49.72 9.60-29.831.1616.00-47.119.60-28.261.1616.00-94.21 9.60-56.531.1616.00-83.75 9.60-50.251.1616.00-68.04 9.60-40.831.1616.00-57.58 9.60-34.551.1616.00-146.55 9.60-87.931.1616.00-120.38 9.60-72.231.1616.00-83.75 9.60-50.251.1616.00-57.58 9.60-34.55ZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)ZONEEFFECTIVE WINDCOEFFICIENTULTIMATE DWPNOMINAL DWPPNET PNET1101201501100210220250210031032035031004104204504100420051052055051005200110120150110021022025021003103203503100AREAEFFECTIVE WINDAREAZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)EFFECTIVE WINDAREAC A N O P Y "E"WALL PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF OVERHANG PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEWALL PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF OVERHANG PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEWALL PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF OVERHANG PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEC A N O P Y "F"P O D N O. 1H A L L W A Y (F R O M P O D N O. 1 TO P O D N O. 2)NTSPHASE III: WIND LOADING TABLESNNORTH173CONFORMED SET
33' - 0"30' - 0"POD NO.2HALLWAY(FROM POD NO.2 TO POD NO.3) POD NO.3JOSE 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 III\3-S006.dwg Jul 12, 2017 - 3:56pm daranAS SHOWN07-14-2017S120143-S006WIND LOADING TABLES (C&C)1.25-95.88-57.531.25-94.76-56.851.25-91.37-54.821.25-90.24-54.151.25-95.88-57.531.25-94.76-56.851.25-91.37-54.821.25-90.24-54.151.25-157.93-94.761.25-124.08-74.451.25-78.96-47.381.25-45.12-27.071.2556.40-62.0433.84-37.231.2553.58-59.22 32.15-35.531.2549.07-55.27 29.44-33.161.2546.25-51.89 27.75-31.131.2543.99-49.63 26.40-29.781.2556.40-78.96 33.84-47.381.2553.58-73.32 32.15-43.991.2549.07-64.86 29.44-38.921.2546.25-59.22 27.75-35.531.2543.99-53.58 26.40-32.151.2516.92-56.40 10.15-33.841.2516.00-56.40 9.60-33.841.2516.00-53.58 9.60-32.151.2516.00-50.76 9.60-30.461.2516.92-101.52 10.15-60.911.2516.00-90.24 9.60-54.151.2516.00-73.32 9.60-43.991.2516.00-62.04 9.60-37.231.2516.92-157.93 10.15-94.761.2516.00-129.72 9.60-77.831.2516.00-90.24 9.60-54.151.2516.00-62.04 9.60-37.23ZONECOEFFICIENTULTIMATE 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 WINDAREA1.16-88.98-53.391.16-87.93-52.761.16-84.79-50.881.16-83.75-50.251.16-88.98-53.391.16-87.93-52.761.16-84.79-50.881.16-83.75-50.251.16-146.55-87.931.16-115.15-69.091.16-73.28-43.971.16-41.87-25.121.1652.34-57.5831.40-34.551.1649.72-54.96 29.83-32.971.1645.54-51.29 27.32-30.781.1642.92-48.15 25.75-28.891.1640.83-46.06 24.50-27.641.1652.34-73.28 31.40-43.971.1649.72-68.04 29.83-40.831.1645.54-60.1927.32-36.121.1642.92-54.96 25.75-32.971.1640.83-49.72 24.50-29.831.1616.00-52.34 9.60-31.401.1616.00-52.34 9.60-31.401.1616.00-49.72 9.60-29.831.1616.00-47.119.60-28.261.1616.00-94.21 9.60-56.531.1616.00-83.75 9.60-50.251.1616.00-68.04 9.60-40.831.1616.00-57.58 9.60-34.551.1616.00-146.55 9.60-87.931.1616.00-120.38 9.60-72.231.1616.00-83.75 9.60-50.251.1616.00-57.58 9.60-34.55ZONECOEFFICIENTULTIMATE DWP NOMINAL DWPPNET (psf) PNET (psf)ZONEEFFECTIVE WINDCOEFFICIENTULTIMATE DWPNOMINAL DWPPNETPNET110120150110021022025021003103203503100410420450410042005105205505 1005 200110120150110021022025021003103203503100AREAEFFECTIVE WINDAREAZONECOEFFICIENTULTIMATE DWP NOMINAL DWPPNET (psf) PNET (psf)EFFECTIVE WINDAREA1.22-93.58-56.151.22-92.48-55.491.22-89.18-53.511.22-88.08-52.851.22-93.58-56.151.22-92.48-55.491.22-89.18-53.511.22-88.08-52.851.22-154.14-92.481.22-121.11-72.661.22-77.07-46.241.22-44.04-26.421.2255.05-60.5533.03-36.331.2252.30-57.80 31.38-34.681.2247.89-53.95 28.74-32.371.2245.14-50.64 27.08-30.391.2242.94-48.44 25.76-29.071.2255.05-77.07 33.03-46.241.2252.30-71.56 31.38-42.941.2247.89-63.3128.74-37.981.2245.14-57.80 27.08-34.681.2242.94-52.30 25.76-31.381.2216.51-55.05 9.91-33.031.2216.00-55.05 9.60-33.031.2216.00-52.30 9.60-31.381.2216.00-49.54 9.60-29.731.2216.51-99.09 9.91-59.451.2216.00-88.08 9.60-52.851.2216.00-71.56 9.60-42.941.2216.00-60.55 9.60-36.331.2216.51-154.14 9.91-92.481.2216.00-126.61 9.60-75.971.2216.00-88.08 9.60-52.851.2216.00-60.55 9.60-36.33ZONECOEFFICIENTULTIMATE DWP NOMINAL DWPPNET (psf) PNET (psf)ZONEEFFECTIVE WINDCOEFFICIENTULTIMATE DWPNOMINAL DWPPNETPNET1101201501100210220250210031032035031004104204504100420051052055051005200110120150110021022025021003103203503100AREAEFFECTIVE WINDAREAZONECOEFFICIENTULTIMATE DWP NOMINAL DWPPNET (psf) PNET (psf)EFFECTIVE WINDAREANTSPHASE III: WIND LOADING TABLESNNORTHP O D N O. 2H A L L W A Y (F R O M P O D N O. 2 TO P O D N O. 3)WALL PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF OVERHANG PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEP O D N O. 3WALL PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF OVERHANG PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATE174CONFORMED SET
13-S101 3-S10513-S101 3-S10613-S101 3-S10713-S20423-S20483-S20413-S101 3-S50153-S20443-S20433-S20463-S20473-S204EXISTING ADJACENT BUILDING TO REMAIN3/4" GROUTCENTERLINE OFSTEEL COLUMNTOP OF CONC.PIER OR FTG.COL1.5"12"(18"@3/4"Ø BOLTS)VARIESBASEPLATE (THICKNESSPER COL. SCHED.)1/4" STEEL LEVELINGPLATEANCHORBOLTS (SEE COL.SCHED. FOR SIZE)2'-0"2'-0"SECTION "C" @ COLUMN BASEREF. SCHEDULEDETAIL"D"COLCOL2'-0"2'-0"SECTION "C" @ COLUMN ATTACHEDTO 24" H.T. CONCRETE LOW WALL1'-6"SW5SWDDETAIL"D"3X3X-W6.5X6.5 WWFSW8SW9SW10SW12SW13SW14SW15SW16SW17REF. SCHED.24" H.T. CONT.CONC. LOW WALL(ASTM A706)3"3"L3X3X3/8" X 24" LODETAIL "D"#3@12STL. PL.21"X21"X3/4"1'-9"REF. SCHEDULE4-A307 3/4"Ø X 18"BOLTS 12" EMBEDMENTCOLUMN PEDESTAL24"x24"112"1'-9"SECTION "B" @ BASE PLATE NO.1 (BP1)112"1'-6"COLCOL2'-0"2'-0"(8) #5#3@4"SECTION "A" FOOTINGPEDESTAL FOR BASE PLATE NO.1 (BP1)#3@4"CONCRETEPILASTER W/ #3 TIE(8) #5 VERTW/ STD ACI 90° HOOKREF. FOOTING SCHED.REFER TO SCHEDULEREFER SCHED.2'-4" MIN.1'-4"1-1/2"REF. FOOTING SCHED.2'-0"3X3X-W6.5X6.5 WWFVAPORBARRIERABCCOLSTL. COLUMNREF. PLAN & SCHED.(4) L3X3X3/8 X24" LONGONE PER EACH CORNER#3@4"(8) #5 VERTW/ STD ACI 90° HOOKREF. FOOTING SCHED.REFER SCHED.2'-4" MIN.1'-4"1-1/2"1'-8"VAPORBARRIERCOAT COLUMN BELOW SLABW/ BITUMASTICPRESERVATIVE TYPFLOOR SLABBASE PLATE(BP2)HSS COLUMN.REF. SCHED.1 1/2"NON-SHRINKGROUT18"x18" CONCRETEPILASTER W/ #3 TIEEF1'-8"1'-8"(8) #5#3@4"SECTION "E" FOOTINGPEDESTAL FOR BASE PLATE NO2 (BP2)STL. PL. A3615"x15"x.3/4"HSS 10x10x1/41'-3"1'-3"4-A325 3/4" Ø X 18"BOLTS 12"EMBEDMENT1'-5"HSS 8x8x1/4112"112"112"112"(REF. SCHED.)SECTION "F" @ BASE PLATE NO.2 (BP2)COLCOLSTL. COLUMNSTL. COLUMNPLATEFOOTINGPEDESTALT/FOOTINGVARIESF.F.ELEV12/19/2015 12:07:59 PMORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBY 1/32" = 1'-0"1TERMINAL"A" - GROUND LEVEL FOUNDATION KEY PLANNNORTHJOSE 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 III\3-S101.dwg Jul 12, 2017 - 3:57pm daranAS SHOWN07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTTERMINAL ARENOVATIONTERMINAL “A”- GROUND LEVEL FOUNDATIONKEY PLANMATCH LINE "B-B"
MATCH LINE "A-A"MATCH LINE "C-C"MATCH LINE "D-D"3-S101N.T.S.TYP. BASEPLATE SECTION4COLUMN BASE PLATEN.T.S. PERSPECTIVE VIEW 3/4" = 1'-0"TYP. COLUMN @ SPREAD FOOTING2 3/4" = 1'-0"TYP. PEDESTAL SECTION3175CONFORMED SET
13-S102 3-S10813-S102 3-S50113-S20423-S20433-S204EXISTING ADJACENT BUILDING TO REMAINPOD1POD223-S102SWBP O D N O. 1SW4P O D N O. 2SW8SW9SW10SW11SW12SW13SW14SW15SW16SW17P O D N O. 2SWGSWHSWJSWKSWLSWMSWNP O D N O. 3SWPT/COLUMN BASEELEV=52.60' (REF. CIVIL)F.F.ELEV.ELEV=50.60' (REF. CIVIL)F.F.ELEV.ELEV=50.00' (REF. CIVIL)13-S102 3-S10913-S102 3-S11083-S20453-S50443-S20463-S20473-S204POD333-S102T/COLUMN BASEELEV=52.60' (REF. CIVIL)F.F.ELEV.ELEV=50.60' (REF. CIVIL)12/19/2015 12:07:59 PMORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBY 1/32" = 1'-0"1TERMINAL"A" - GROUND LEVEL CONCRETE SLAB KEY PLANNNORTHJOSE 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 III\3-S102.dwg Jul 12, 2017 - 3:57pm daranAS SHOWN07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTTERMINAL ARENOVATIONTERMINAL “A”- GROUND LEVEL CONCRETE SLABKEY PLANMATCH LINE "B-B"
MATCH LINE "A-A"MATCH LINE "C-C"MATCH LINE "D-D"3-S102 1/4" = 1'-0"FOOTING PROFILE2 1/4" = 1'-0"FOOTING PROFILE3COLUMN PEDESTALS IN SKYWALK WILL HAVE A TOP ELEVATION AT 52.60' FEET BASED ON NORTHAMERICAN VERTICAL DATUM (NAVD). REFER TO CIVIL TO CONFIRM FINAL ELEVATION.PEDESTAL HEIGHT ABOVE FLOOR WILL VARIES BASED ON LOCATION IN SKYWALK.FROM POD #1 TO POD #2, PEDESTAL HEIGHT WILL BE 24" INCHES HEIGHT ABOVE FLOOR (0'-0").FROM POD #2 TO POD #3, PEDESTAL HEIGHT WILL VARY FROM 24" TO 31.2" INCHES, RESPECTIVELY.PEDESTAL NOTES:WALL FOOTING SCHEDULEMARK WIDTHREMARKS #5 @ 12 O.C. TRANSV. REINFWF33'-0"REINF.1'-4"DEPTHCOLUMN FOOTING SCHEDULEMARK WIDTHREINFORCING(6) #6 O.C. E.W. BOTTOMF77'-0"(7) #6 O.C. E.W. BOTTOMF88'-0"(12) #6 O.C. E.W. BOTTOMF1010'-0"CF1REFER 2&4/3-S105CF2REFER 3&4/3-S106CF5REFER 6/3-S107CF3REFER 2/3-S107CF4REFER 3/3-S107(6) #6 O.C. E.W. BOTTOMF55'-0"DEPTH2'-0"1'-4"LENGTH7'-0"8'-0"10'-0"5'-0"1'-4"1'-4"TOP OF EXISTING SLAB = 0'-0". 0'-0" IS FOR REFERENCE ONLY.SEE CIVIL FOR NVGD ELEVATION.SEE ARCH. FOR DIMENSIONS NOT SHOWN.2.1. 6" CONCRETE SLAB ON GRADE REINFORCED (f'c=3000 PSI) WITH #3 @ 10" O.C.E.W. ON 10 MIL VAPOR BARRIER ON SOIL COMPACTED TO 95% PER PROCTORCOMPACTOR TEST.5.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FORALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS.3.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLOPES& RECESSES.4.6.T.E. DENOTES NEW CONCRETE THICKENED EDGE, SEE SECTION.7.F# DENOTES NEW CONCRETE FOOTING, SEE SCHEDULE ON THIS SHEET.FOUNDATION NOTESTOP OF COLUMN FOOTING ELEVATION = - (UNO).8."t""N""B"BASE PLATEMARKSHAPESTEEL COLUMN SCHEDULEANCHOR BOLTS"L"SIZEQUANTITYSC115" 15"3/4"(4)3/4" DIA12"ALL COLUMNS SHALL HAVE A 3/4" CAP PLATESC2(4) 3/4" DIA12"SC3N/A N/A N/AN/AN/AN/AW12X58SC416" 16" 3/4"(4)3/4" DIA12"SC5HSS8X8X5/8HSS10X10X1/415" 15"3/4"W12X72HSS8X8X5/8N/A N/A N/AN/AN/AN/ASC6HSS6X6X1/4N/A N/A N/AN/AN/AN/A 4#5 CONT.176CONFORMED SET
13S104 3S11213S103 3S11323S103 3S50113S111 3S10313S20423S20483S20453S20443S20433S20463S20473S204EXISTING ADJACENT BUILDING TO REMAIN12/19/2015 12:07:59 PMORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBY 1/32" = 1'-0"1TERMINAL"A" - SECOND LEVEL FRAMING KEY PLANNNORTHJOSE 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 III\3-S103.dwg Jul 12, 2017 - 3:57pm daranAS SHOWN07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTTERMINAL ARENOVATIONTERMINAL “A”-SECOND LEVELFRAMING KEY PLANMATCH LINE "B-B"
MATCH LINE "A-A"MATCH LINE "C-C"MATCH LINE "D-D"3-S103177CONFORMED SET
13S104 3S11913S104 3S11513S104 3S11633S104 3S50113S20423S20483S20453S20443S20433S20463S20473S504EXISTING ADJACENT BUILDING TO REMAINOPENOPENOPEN12/19/2015 12:07:59 PMORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBY 1/32" = 1'-0"1TERMINAL"A" - SECOND LEVEL ROOF FRAMING KEY PLANNNORTHJOSE 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 III\3-S104.dwg Jul 12, 2017 - 3:57pm daranAS SHOWN07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTTERMINAL ARENOVATIONTERMINAL “A”-SECOND LEVEL ROOF FRAMINGKEY PLANMATCH LINE "B-B"
MATCH LINE "A-A"MATCH LINE "C-C"MATCH LINE "D-D"3-S104178CONFORMED SET
30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"14'-2"25'-3"25'-3"12'-0"24'-4"33'-4"30'-0"SC2CF3SC2CF4SC1F10SC2F10SC2F10SC2F10SC4F7SC4F7SC4F7SC4F7SC4F7SC4F7SC4F7SC4F7SC4F7SC4F7SC4F7SC4F7SC4F7412"5"5"1'-0"5"SC4F7CF145°135°SC1F1012'-4"24'-4"13-S20153-S30133-S201WF3WF3WF3WF3WF3WF3WF3WF3WF3WF3WF3WF345°WF3EXISTING LIGHT POLEFOUNDATION TO BE FIELD VERIFIEDSC4EXISTING ADJACENT BUILDING TO REMAINSW1SW3SW4SWBSWASWTBSWTASWT2SWT1SW2SW3SW1SW4SWBSWASW7SW8SW9SW10SW11SWDSWFSW6SW533-S10543-S10533-S10523-S10733-S107EXISTING STORM SEWER UTILITY LINE TO BE REMAIN. REFER TO CIVIL DRAWINGS (V.I.F.)SW11SW12SW13SW14SW15STL. COLUMNREF TO PLANF.F.ELEV.0'-0"T/FOOTING-2'-4" SWFEXISTING LIGHT POLEFOUNDATION TO BEFIELD VERIFIED15#7 TOP#3 @ 10" O.C. E.W.36#6 TOP& BOTTOMSTL. COLUMNREF TO PLANF.F.ELEV.0'-0"T/FOOTING-2'-4"SWFSW6REF. SCHED.REF. SCHED.#3 @ 10" O.C. E.W.SWD7'-0"SW15SWF9#6 BOTTOM15#7 TOP36#6 TOP & BOTTOMEXISTING ROUND LIGHTPOLE FOUNDATION TOBE FIELD VERIFIED43-S105T/FOOTINGELEV= (-2'-4") 30'-3"SWDSW5REF. SCHED.REF. SCHED.2'-0"1'-6"SIDEWALK.REF. CIVILSWD9#6 BOTTOM2'-0"1'-6"SIDEWALK.REF. CIVILSWDSWFJOSE 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 III\3-S105.dwg Jul 12, 2017 - 3:58pm daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED FOUNDATION PLANNNORTHMATCH LINE "B-B"REFER TO 3-S106 MATCH LINE "B-B"REFER TO 3-S106MATCH LINE "A-A"ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTSKYWALK ENLARGED FOUNDATION PLAN-MATCH LINE “A-A”-MATCH LINE “B-B”ELEVATIONS NOTED ON PLAN ARE FROM REFERENCE FINISHED FLOOR ELEVATION 0'-0" UNLESSNOTED OTHERWISE.FLOOR CONSTRUCTION:6" CONCRETE SLAB REINFORCED WITH #3 @ 10" O.C. E.W. ON 10 MIL VAPOR BARRIER ON SOILCOMPACTED TO 95% PER PROCTOR COMPACTOR TEST.SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND FINISH OF SLAB ON GRADE AND ANY FLOORDEPRESSION.ELEVATIONS ON PLANS NOTED THUS (-3-8") ARE TO BOTTOM OF FOOTING AND ARE REFERENCEDFROM THE FINISHED FLOOR ELEVATION.NOTE: FOUNDATION THICKNESS SHOWN ON PLAN OR IN SCHEDULE IS A MINIMUM ONLY.CONTRACTOR SHALL FINISH TOP OF FOUNDATION AT 2'-4" BELOW FINISHED FLOOR WHEREPOSSIBLE.WALLS NOTED THUS ARE TO BE REINFORCED MASONRY WALLS. SEE PLANS ANDSECTION FOR DETAILS.COORDINATE ALL OPENINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS.FOUNDATION NOTES:FOUNDATION LEGEND:FX.0 DENOTES ISOLATED FOUNDATION TYPE. REFER TO SCHEDULE ON SHEET 3-S101 FOR DIMENSIONS AND REINFORCEMENT.WFX.0 DENOTES CONTINUOUS WALL FOUNDATION. REFER TO SCHEDULE ON SHEET 3-S102 FOR DIMENSIONS 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 ON SHEET 3-S102 FOR SIZES AND GRADES.3-S105 1/4" = 1'-0"CF1 FOOTING SECTION4FOOTING SECTION3 1/4" = 1'-0"COMBINED FOOTING CF1 PLAN2 1/4" = 1'-0"179CONFORMED SET
30'-0"30'-0"29'-11"11'-212"29'-11"11'-212"26'-11"SC2F10SC2F10SC2F10SC2F10SC4F8SC2F10SC4F85"SC1F1043-S202WF3WF3WF3SWHSWGSWGSW18SW26SW16SW1723-S10630'-0"30'-0"29'-11"11'-212"24'-8"24'-8"29'-11"11'-212"26'-11"SC4F7SC4F7SC2F10SC2F10SC1F10SC2F10SC2F10SC2F10SC2F10SC2F10SC2F10SC2F10SC4F8SC2F10SC4F85"5"1SC4F7SC4F7SC1F1023-S20243-S20213-S202WF3WF3WF3WF3WF3WF3WF3WF3WF3WF3SC1F84SWHSWGSWGSWESWCSW18SW26SW16SW1723-S1062B3-S10624'-8"24'-8"5"5"5"53-S202WF3SW18SW22SW26#3 @10" O.C. E.W.STL. COLUMNREF TO PLANSW21REF. SCHED.REF. SCHED.30'-0"30'-0"30'-0"SC4F8SC4F8SC4CF2SC4CF2REF. TO AVCONDRAWINGSSWHSWKSWJ23-S10643-S106PBBSW219#6 BOTTOM#3 @10" O.C. E.W.F.F.ELEV.0'-0"T/FOOTINGVARIESSTL. COLUMNREF TO PLAN36#6 TOP& BOTTOMT/COLUMN BASEELEV=52.60' (REF. CIVIL)36#6 TOP & BOTTOM30'-3"T/FOOTINGELEV= -2'-4" SW21SWJSWKSWLSWMSWN9#6 BOTTOM15#7 TOP8'-0"SW21SW24SW21SW2415#7 TOPSW5SWF#3 @10" O.C. E.W.T/COLUMN BASEELEV=52.60' (REF. CIVIL)SW24F.F.ELEV.0'-0"T/FOOTINGVARIESREF. SCHED.REF. SCHED.SW6SWDT/COLUMN BASEELEV=52.60' (REF. CIVIL)F.F.ELEV.0'-0"T/FOOTING-2'-4"STL. COLUMNWIRE MESHSTL. CORNER GUARDSTL. COLUMNPLATEFOOTINGPEDESTALSKYWALK HALLWAYFINISH FLOORT/COLUMN BASEELEV=52.60' (REF. CIVIL)T/FOOTINGVARIESSWDSWFJOSE 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 III\3-S106.dwg Jul 12, 2017 - 3:58pm daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED FOUNDATION PLANNNORTHMATCH LINE "A-A"REFER TO 3-S105MATCH LINE "B-B"MATCH LINE "A-A"REFER TO 3-S105MATCH LINE "B-B"MATCH LINE "C-C"REFER TO 3-S107MATCH LINE "B-B"MATCH LINE "C-C"REFER TO 3-S107MATCH LINE "B-B"ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTSKYWALK ENLARGED FOUNDATION PLAN-MATCH LINE “B-B”-MATCH LINE “C-C”3-S106 1/4" = 1'-0"FOOTING SECTION2COMBINED FOOTING (CF2) SECTION4 1/4" = 1'-0"COMBINED FOOTING CF2 PLAN3COLUMN PEDESTALS IN SKYWALK WILL HAVE A TOP ELEVATION AT 52.60' FEET BASED ON NORTHAMERICAN VERTICAL DATUM (NAVD). REFER TO CIVIL TO CONFIRM FINAL ELEVATION.PEDESTAL HEIGHT ABOVE FLOOR WILL VARIES BASED ON LOCATION IN SKYWALK.FROM POD #1 TO POD #2, PEDESTAL HEIGHT WILL BE 24" INCHES HEIGHT ABOVE FLOOR (0'-0").FROM POD #2 TO POD #3, PEDESTAL HEIGHT WILL VARY FROM 24" TO 31.2" INCHES, RESPECTIVELY.PEDESTAL NOTES: 1/4" = 1'-0"FOOTING SECTION2B 1/4" = 1'-0"STEELCOLUMN FOUNDATION - PERSPECTIVE VIEWN.T.S.180CONFORMED SET
30'-0"30'-0"20'-2"11'-1"13'-7"24'-8"14'-212"30'-0"5'-012"17'-412"26'-11"5"SC2F10SC2F10SC2F10SC2F10CF5SC2F10SC2F10SC2F105"5"5"13-S20343-S20353-S20323-S203SC4CF2SC4CF2SC4CF2WF3WF3WF3WF3WF3WF3WF3SC1F5SC1F5SC1F5SC1F5SC2F5WF3SC2F510'-512"13'-7"11'-1"REF. TO AVCONDRAWINGSREF. TO AVCONDRAWINGSREF. TO AVCONDRAWINGSSC2SW19SW23SW27SWRSWPSWQSWNSWMSWLSW21SW24SWSSWTSW25PBBPBBPBB±7'-0"4'-0" (V.I.F.)3'-0"2'-0"9'-0"4'-0"6"MIN.6"MIN.6"MIN.5#6 (T&B)3#6 (T&B)10#6 (T&B)5#6 (T&B)5#6 (T&B)6"MIN.EXISTING WALLFOOTING (V.I.F.)EXISTINGCOLUMN(V.I.F.)43-S107 3-S107EXISTING STEELCOLUMN (V.I.F.)15'-0"BASE PLATE.REF. SCHED53-S107 3-S10720SW1SWBT/FOOTINGMATCH TO EXISTING±7'-0"4'-0" (V.I.F.)3'-0"2'-0"9'-0"2'-0"13'-0"5#6 (T&B)5#6 (T&B)5#6 (T&B)3#6 (T&B)10#6 (T&B)6"MIN.6"MIN.53-S107 3-S10743-S107 3-S107EXISTING WALLFOOTING (V.I.F.)EXISTINGCOLUMN(V.I.F.)EXISTING STEELCOLUMN (V.I.F.)BASE PLATE.REF. SCHED20SW1SWAT/FOOTINGMATCH TO EXISTINGSEE PLANEXISITNG FOOTING (V.I.F.)2'-4"1'-10"REFER TO PLANEXISTINGCOLUMN (V.I.F.)HSS REF. SCHED.COLSW1F.F.ELEV.0'-0"CONCRETE SLABFOR REINFORCEMENT,REFER TO PLAN3'-0"1'-4"2'-4"EXISTINGCOLUMN (V.I.F.)12" CMU WALLFOR REINFORCEMENTREFER TO SCH.EXISTINGWALLCOLF.F.ELEV.0'-0"CONCRETE SLABFOR REINFORCEMENT,REFER TO PLANF.F.ELEV.-2'-4"STD HOOKFOOTINGRE: PLANSW19SW21SWP5'-0"5'-012"10'-0"15'-0"5'-0"8#6 TOP & BOTTOM12#6 TOP & BOTTOMSW21SW24JOSE 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 III\3-S107.dwg Jul 12, 2017 - 3:58pm daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED FOUNDATION PLANNNORTHMATCH LINE "B-B"REFER TO 3-S106MATCH LINE "B-B"REFER TO 3-S106MATCH LINE "C-C"MATCH LINE "C-C"ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTSKYWAY ENLARGED FOUNDATION PLAN-MATCH LINE “C-C" DENOTES EXISTING CONCRETE TARMAC TO BE COMPLETELY REMOVE AND REPLACED.FOUNDATION LEGEND:FX.0 DENOTES ISOLATED FOUNDATION TYPE. REFER TO SCHEDULE ON SHEET 3-S101 FOR DIMENSIONS AND REINFORCEMENT.WFX.0 DENOTES CONTINUOUS WALL FOUNDATION. REFER TO SCHEDULE ON SHEET 3-S101 FOR DIMENSIONS 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 ON SHEET 3-S101 FOR SIZES AND GRADES.ELEVATIONS NOTED ON PLAN ARE FROM REFERENCE FINISHED FLOOR ELEVATION 0'-0"UNLESS NOTED OTHERWISE.FLOOR CONSTRUCTION:6" CONCRETE SLAB REINFORCED WITH #3 @ 10" O.C. E.W. ON 10 MIL VAPOR BARRIER ON SOILCOMPACTED TO 95% PER PROCTOR COMPACTOR TEST.SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND FINISH OF SLAB ON GRADE AND ANYFLOOR DEPRESSION.ELEVATIONS ON PLANS NOTED THUS (-3'-8") ARE TO BOTTOM OF FOOTING AND AREREFERENCED FROM THE FINISHED FLOOR ELEVATION.NOTE: FOUNDATION THICKNESS SHOWN ON PLAN OR IN SCHEDULE IS A MINIMUM ONLY.CONTRACTOR SHALL FINISH TOP OF FOUNDATION AT 2'-4" BELOW FINISHED FLOOR WHEREPOSSIBLE.WALLS NOTED THUS ARE TO BE REINFORCED MASONRY WALLS. SEE PLANS ANDSECTION FOR DETAILS.COORDINATE ALL OPENINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICALDRAWINGS.FOUNDATION NOTES: 1/4" = 1'-0" @AXIS 20 EXISTING FOOTING2FOOTING CF3 REINFORCEMENT PLAN 1/4" = 1'-0" @AXIS 20 EXISTING FOOTING3FOOTING CF4 REINFORCEMENT PLAN 3/4" = 1'-0"4SECTION 3/4" = 1'-0"5SECTION3-S107 1/4" = 1'-0"COMBINED FOOTING CF5 PLAN6181CONFORMED SET
S.J.S.J.S.J.S.J.length = 15ft max.width = 15ft max.(8ft min.)(TYP.)(8ft min.)(TYP.)(TYP. ALL SLABS)23-S108#3 @10" O.C. E.W.136'-2"193'-11"3'-1"97'-11"182'-9"8'-9"1'-6"25'-6"1'-6"6"2'-0"1'-6"6"2'-0"SW1SW3SW4SWBSWASW2SW7SW8SW9SW10SW11SWDSWFSW6SW5#3 @10" O.C. E.W.S.J.S.J.S.J.S.J.length = 15ft max.width = 15ft max.(8ft min.)(TYP.)(8ft min.)(TYP.)(TYP. ALL SLABS)23-S108EXISTING ADJACENT BUILDING TO REMAIN33-S1083-S110CONCRETELOW WALLCONCRETELOW WALL43-S1083-S11013-S20153-S20133-S20143-S108 3-S20123S108 3-S201T=6"T=6"T=6"43-S108 3-S11033-S108 3-S11053-S108 3-S11063-S108 3-S110S.J.S.J.S.J.S.J.length = 15ft max.width = 15ft max.(8ft min.)(TYP.)(8ft min.)(TYP.)(TYP. ALL SLABS)23-S10810'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-2"PERFORATED SCREEN WALLALUM. COLUMN DIMENSIONPERFORATED SCREEN WALLALUM. COLUMN DIMENSION#3 @10" O.C. E.W.A3-S109B3-S109C3-S10910"2'-4"4'-9"5'-0"10"6'-0"3'-2"2'-4"11'-9"6'-0"1'-5"53-S108 3-S108SW11SW12SW13SW14SW15T/4TSOFTCUT WITH"SOFTSAW"1/4" MAXSOIL COMPACTED TO 95%PER PROCTOR TEST.FELT BOND BREAKER#6 SMOOTH DOWEL 18" LG AT 18"O.C.SUPPORT ON WIRE BASKET SUPPORTSFIRST SUPPORT TO BE LOCATED 2'-0"FROM CONTROL JOINT INTERSECTIONSNOTE: LOCATE JOINTS AS SHOWN ON FOUNDATION PLANT/2T/2SOIL COMPACTED TO 95% PERPROCTOR TEST.XXFLEXIBLE EPOXY JOINT FILLERSUCH AS FORMULA T-250BY PERMAGILE OR APPROVED EQUAL(SPACING EVERY 60'-0")XXMOISTURE BARRIER MEMBRANESUCH AS POLYETHYLENE 10 MIL.1 1/2"1/2"1/2"t/3t/3t/3tMATERIAL3/4" DIA. PVC.SLEEVESUCH AS TYPARSILT PROOF MEMBRANESELECTED GRANULAR WATER PROOF MEMBRANESUCH AS MIRADRAIN BYMIRAFI OR EQUAL2'-0"1/2" EXPJT TYP#4@10"#4@10"8"6"10"8"6"6"8"6"1#41#4#4@10"#4@10"2#42#41/2" EXPJT TYPSWDSWF30Øb(2'-0"MIN)TYPICALBARS SAME SIZE &SPACING ASADJACENT BARS30Øb(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 III\3-S108.dwg Jul 14, 2017 - 7:39am daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED CONCRETE SLAB PLANNNORTHMATCH LINE "B-B"REFER TO 3-S109 MATCH LINE "B-B"REFER TO 3-S109MATCH LINE "A-A"ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTSKYWALK ENLARGED CONCRETE SLAB-MATCH LINE “A-A”-MATCH LINE “B-B”ELEVATIONS NOTED ON PLAN ARE FROM REFERENCEFINISHED FLOOR ELEVATION 0'-0" UNLESS NOTEDOTHERWISE.FLOOR CONSTRUCTION:6" CONCRETE SLAB REINFORCED WITH #3 @ 10" O.C. E.W. ON10 MIL VAPOR BARRIER ON SOIL COMPACTED TO 95% PERPROCTOR COMPACTOR TEST.SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND FINISHOF SLAB ON GRADE AND ANY FLOOR DEPRESSION.NOTE: FOUNDATION THICKNESS SHOWN ON PLAN OR INSCHEDULE IS A MINIMUM ONLY.CONTRACTOR SHALL FINISH TOP OF FOUNDATION AT 2'-4"BELOW FINISHED FLOOR WHERE POSSIBLE.WALLS NOTED THUS ARE TO BE REINFORCEDMASONRY WALLS. SEE PLANS AND SECTION FOR DETAILS.COORDINATE ALL OPENINGS WITH ARCHITECTURAL,MECHANICAL, AND ELECTRICAL DRAWINGS.FOUNDATION NOTES:3-S108N.T.S.CONTROL JOINT DETAIL2TYP. SLAB ON GRADE N.T.S.CONSTRUCTION JOINT DETAIL3TYP. SLAB ON GRADE 12" CMU#5 @ 40" O.C.MASONRY WALL SCHEDULESYMBOL THICKNESS REINFORCINGWALL 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 PIER W/ (1) #5 EACH CELL FULL HEIGHT.2. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000PSI GROUT MIX.3. N.T.S.EXPANSION AND CONSTRUCTION JOINT4SCALE: 1/2"=1'-0" WHERE OCCURSPAD MOUNTED CONCRETE SLAB (TYP.)5CORNER BAR DETAIL 3/4" = 1'-0"SLAB CORNER REINF. DETAIL 3/4" = 1'-0"182CONFORMED SET
8'-2"8'-2"33'-11"3'-6"30'-0" (V.I.F.)15'-3" (V.I.F.)30'-0" (V.I.F.)15'-2" (V.I.F.)3'-6"3'-6"2'-5"(V.I.F.)2'-5"(V.I.F.)#3 @10" O.C. E.W.#3 @10" O.C. E.W.SWHSWGSWGSWKSWJSW18SW2643-S109 3-S11023-S109 3-S11043-S202T=6"T=6"T=6"8'-2"8'-2"33'-11"3'-6"33'-9"11'-7"1'-6"3'-6"3'-6"1'-6"25'-6"8'-3"37'-1"1'-6"6"2'-0"S.J.S.J.S.J.S.J.length = 15ft max.width = 15ft max.(8ft min.)(TYP.)(8ft min.)(TYP.)(TYP. ALL SLABS)23-S108#3 @10" O.C. E.W.SWHSWGSWGSWESWCSW18SW26SW16SW1733-S109 3-S11043-S109 3-S11043-S109 3-S110CONCRETELOW WALL23-S20243-S20213-S202363-S109 3-S202T=6"T=6"T=6"S.J.S.J.S.J.S.J.length = 15ft max.width = 15ft max.(8ft min.)(TYP.)(8ft min.)(TYP.)(TYP. ALL SLABS)23-S10810'-0"10'-0""10'-0"10'-0"10'-0"10'-0"10'-0"9'-3"C3-S109D3-S109SW18SW22SW2653-S20283-S109 3-S20273-S109 3-S20233-S109 3-S20253-S109 3-S110SW24SW21SWBSW5SW43'-6"CL24" H.T.CMU LOW WALLPOD NO.112" CMU WALL4"X4"X58" BENTPLATE X 9'-0"LONG BOLTED TO12" CMU W/ 58" (3)5/8"Ø HILTI KWIKBOLTS III 6" MINEMBEDMENTPOD NO.1HSS COLUMN1'-0"6"SW810'-0" (TYP.)SWD4"10'-0" (TYP.)SW5SW9SW10SW13SW14SW15SW16SW1724" H.T.CMU LOW WALL6"CLCL4X4X1/4ALUMINUMCOLUMNALIGNEMBED PLATE#1TYPICAL23-S109 3-S1096"1'-6"2'-0"4"1'-0"SW18SWDCL4"ALIGN24" H.T.CMU LOW WALL4X4X1/4ALUMINUMCOLUMN4"X5"X58" BENT PLATE X9'-0" LONG WELDED TOPOD NO. 2 HSS COLUMN9'-3"CLPOD NO.212" CMU WALLPOD NO.2HSS COLUMNEMBEDPLATE#1TYPICAL23-S109 3-S1096"1'-0"SW12SWDSW59'-2"3'-914"CLCLCL1'-0"1'-6"4X4X1/4ALUMINUMCOLUMN4"X4"X58" BENT PLATE X9'-0" LONG WELDED TOALUMINUM COLUMNEMBEDPLATE#1TYPICALEMBEDPLATE#1TYPICAL24" H.T.CMU LOW WALLALIGN6"1'-6"2'-0"6"4"SWDSW5F.F.ELEV.T/LOW WALL+2'-0"0'-0"B/STEEL BEAMVARIESEMDED PLATE NO.14X4X14 ALUMINUMCOLUMN4X4X5/8 BENT PLATEX 4" LONG W/ 14" STIFFSTL. COLUMNREF. PLAN ANDSHCHEDULEALIGNSTEEL BEAMREF. PLAN & SCHED.1'-6"PERFORATEDSCREEN WALLBY OTHERSCLCOLUMN CAPREFER TO DETAIL3/3-S110 FOR REINF.12"4"10"2"3"3"2"10"2"6"2"EMBED PLATE #11. NOTES:ALL STUDS ARE 34" DIA. X 4" LENGTH PER THENELSON STUD COMPANY.2. ALL EMBED PLATES ARE 12" THICK, (U.N.O.).1/2"X10"X10"STL. PLATE2"8"10"CLCL10"4X4X14 ALUMINUMCOLUMNSTEEL BEAMPERFORATEDSCREEN WALL4X4X5/8 BENT PLATEX 4" LONG W/ 14" STIFFBOTTOM OF STEEL BEAM4X4X14 ALUMINUMCOLUMNEMDED PLATE NO.14X4X14 ALUMINUMCOLUMNPERFORATEDSCREEN WALLBY OTHERS24"H.T. CMULOW WALLSWDSWFJOSE 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 III\3-S109.dwg Jul 12, 2017 - 3:59pm daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED CONCRETE SLAB PLANNNORTHMATCH LINE "A-A"REFER TO 3-S108MATCH LINE "B-B"MATCH LINE "A-A"REFER TO 3-S108MATCH LINE "B-B"MATCH LINE "C-C"REFER TO 3-S110MATCH LINE "B-B"MATCH LINE "C-C"REFER TO 3-S110MATCH LINE "B-B"ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTTERMINAL ARENOVATIONSKYWALK ENLARGED CONCRETE SLAB -MATCH LINE “B-B”-MATCH LINE “C-C”3-S109PERFORATED SCREEN WALLALUM. COLUMN DIMENSION 1/4" = 1'-0"DETAIL "A" 1/4" = 1'-0"DETAIL "B" 1/4" = 1'-0"DETAIL "C" 1/4" = 1'-0"DETAIL "D" 3/4" = 1'-0"2SCREEN WALL FRAMING SECTIONPERSPECTIVE VIEWN.T.S.PERSPECTIVE VIEWN.T.S.182'-9"193'-11"183CONFORMED SET
30'-0" (V.I.F.)30'-0" (V.I.F.)30'-0" (V.I.F.)14'-4" (V.I.F.)15'-4" (V.I.F.)15'-3" (V.I.F.)74'-6" (V.I.F.)15'-0" (V.I.F.)30'-3" (V.I.F.)75'-1" (V.I.F.)S.J.S.J.S.J.S.J.length = 15ft max.width = 15ft max.(8ft min.)(TYP.)(8ft min.)(TYP.)(TYP. ALL SLABS)23-S108#3 @10" O.C. E.W.SW19SW23SW27SWRSWPSWQSWNSWMSWLSW21SW24SWSSWTSW25#3 @10" O.C. E.W.13-S20343-S20353-S30323-S20373-S110 3-S20383-S110 3-S20333-S110 3-S20363-S110 3-S203T=6"T=6"T=6"T=6"23-S110 3-S11023-S110 3-S11053-S110 3-S110#3 @10" O.C.E.W.COMPACT SOIL TO 95%AS PER PROCTORCOMPACTOR TEST1" JOINT FILLEREXISTING CONCRETE SLABF.F.ELEV.0'-0"1'-6"6"6"2'-0"6"6"#3 @10" O.C. E.W.SLOPEF.F.ELEV.0'-0"DOWELS #3 @ 18" O.C.#4@12 O.C. EW. EFSW6SWD6"6"6"#3 @10" O.C. E.W.6"6"SLOPEDASH LINE OF STEELCOLUMN FOUNDATION. REFPLAN & SCHED.F.F.ELEV.0'-0"DOWELS #3 @ 18" O.C.2 #4 CONT.12" CMU WALLREF. TO SCHEDULEFOR REINFORCEMENTF.F.ELEV.0'-0"REFER TO SCHEDULEREFER TO SCHEDULECOLF.F.ELEV.0'-0"#3 @ 12" O.C.#3 @ 18" O.C.CONCRETE SLABRE: PLAN2'-4"EXISTINGCOLUMN (V.I.F.)FACE OF 12" CMUWALL BEYONDFACE OFEXISTING WALLBEYOND20#3 @10" O.C.E.W.6"REF. TO SCHED.SW11'-0"F.F.ELEV.0'-0"DOWELS #3 @ 18" O.C.REF. TO SCHED.SW21SW24END 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.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 III\3-S110.dwg Jul 12, 2017 - 3:59pm daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED CONCRETE SLAB PLANNNORTHMATCH LINE "B-B"REFER TO 3-S109MATCH LINE "B-B"REFER TO 3-S109MATCH LINE "C-C"MATCH LINE "C-C"ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTSKYWALK ENLARGED CONCRETE SLAB-MATCH LINE “C-C”3-S110 3/4" = 1'-0"2SECTION 3/4" = 1'-0"3SECTION 3/4" = 1'-0"4SECTION 3/4" = 1'-0"5SECTION 3/4" = 1'-0"6SECTIONMANSONRY WALLS MASONRY BLOCK WALLTIE COLUMN FOR CORNER OF TYPICAL DETAILS AT SIDES OF DOORSAND AT ENDS OF BLOCKS WALLSHORIZONTAL REINF.184CONFORMED SET
JO2 (11 @ EQ. SPACE)GALV. METAL DECK(SEE NOTE NO.5)LSB2LSB1LSB1LSB4LSB4LSB3LSB330'-0"30'-0"30'-0"30'-0"30'-0"30'-0"14'-2"25'-3"25'-3"12'-6"24'-4"33'-4"30'-0"LSB7(5 @ EQ. SPACE)GALV. METAL DECK(SEE NOTE NO.5)LSB3 (+2 1/2")LSB3LSB4LSB4LSB4LSB4LSB4LSB4LSB4GALV. METAL DECK(SEE NOTE NO.5)LSB4LSB4LSB4LSB4LSB4LSB4LSB4LSB4LSB3LSB3 (+2 1/2")LSB3LSB3 (+2 1/2")LSB3JO2 (3 @EQ. SPACE)JO5 (19 @ EQ. SPACE)45°13-S111 3-S401203-S1113-S402LSB2LSB1LSB111'-10"83-S111 3-S40113-S20153-S20133-S201LSB143-S111 3-S20123-S111 3-S20160'-0" (RAMP DOWN 2'-2")60'-0" (RAMP DOWN 2'-2")4'-6"20'-11"4'-7"4'-7"20'-11"4'-7"4'-7"20'-11"4'-7"DOOR/WINDOW FRAME DIM.10'-11"3'-2"SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC620'-11"4'-7"SC620'-11"4'-7"4'-7"4'-7"10'-11"4'-7"20'-11"1'-9"1'-11"4'-10"2'-5"12'-11" (HSS6X6X1/4 @ 15'-10")2'-7"4'-7"20'-11"4'-7"4'-7"20'-11"4'-7"4'-7"13-S111 3-S401 53-S111 3-S40173-S111 3-S401O.H.33-S111 3-S401113-S111 3-S401133-S111 3-S402143-S111 3-S402O.H.153-S111 3-S402223-S111 3-S40273-S111 3-S401
43°173-S111 3-S402193-S1113-S402193-S1113-S402203-S111 3-S402213-S1113-S402203-S111 3-S402203-S111 3-S402193-S111 3-S402203-S111 3-S402453-S1113-S404453-S111 3-S404O.H.453-S111 3-S404O.H.453-S111 3-S403453-S111 3-S404O.H.(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 15'-10")SC6(HSS6X6X1/4@ 15'-10")(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4@ 15'-10")(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 15'-10")DOOR/WINDOW FRAME DIM.(HSS6X6X1/4@ 15'-10")T/STL. BEAMELEV=15'-8-1/2"T/STL. BEAMELEV=15'-6"T/STL. BEAMELEV=15'-8-1/2"T/CONC.SLABELEV=16'-0"RAMP: SLOPERAMP: SLOPET/STL. BEAMELEV=13'-6-1/2"T/STL. BEAMELEV=13'-4"T/STL. BEAMELEV=13'-6-1/2"T/STL. BEAMELEV=11'-4-1/2"T/STL. BEAMELEV=13'-4"T/STL. BEAMELEV=11'-2"T/STL. BEAMELEV=11'-2"T/CONC.SLABELEV=16'-0"T/CONC.SLABELEV=13'-10"T/CONC.SLABELEV=13'-10"T/CONC.SLABELEV=11'-8"1'-10"12'-11" (HSS6X6X1/4 @ 15'-10")1'-10"2'-6"2'-6"2'-6"2'-6"JO2 (11 @ EQ. SPACE)2'-6"2'-6"JO2 (11 @ EQ. SPACE)2'-6"2'-6"JO2 (10 @ EQ. SPACE)JO2 (11 @ EQ. SPACE)JO2 (11 @ EQ. SPACE)JO2 (11 @ EQ. SPACE)2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"67°112°2'-6"2'-6"LSB7LSB7123-S111 3-S502153-S111 3-S502SIM.SIM.SW1SW3SW4SWBSWASW2SW7SW8SW9SW10SW11SWDSWFSW6SW5
EXISTING ADJACENT BUILDING TO REMAINB3-S113(TYP.)B3-S113(TYP.)O.H.A3-S113(TYP.)A3-S113(TYP.)B3-S113(TYP.)O.H.SW11SW12SW13SW14SW15SWD)SWFJOSE 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 III\3-S111.dwg Jul 14, 2017 - 3:10pm daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED SECOND LEVEL FRAMING PLANNNORTHMATCH LINE "B-B"REFER TO 3-S112MATCH LINE "B-B"REFER TO 3-S112MATCH LINE "A-A"ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTSKYWALK ENLARGED SECOND LEVEL FRAMINGPLAN-MATCH LINE “A-A”-MATCH LINE “B-B”3-S111FINISH FLOOR ELEVATION (+16'-0") (+13'-10) (+11'-8") FROM FIRST FLOORELEVATION (0'-0").TOP OF STEEL ELEVATIONS REFERENCED FROM FINISH FLOOR ELEVATION.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 AND EMBEDDED ITEMS.4.5.SECOND LEVEL FRAMING NOTESFLOOR CONSTRUCTION: 3.5" FIN. CONCRETE FLOOR SLAB (f'c=4,000 PSI) ON1.5 VLI BY VULCRAFT METAL DECK W/ 6"X6"-W2.9XW2.9 WWF . FOR ADDITIONALREINF. INFORMATION REFER TO SECTIONS.6.WALLS NOTED THUS ARE TO BE REINFORCED MASONRY WALLS.SEE SCHEDULE AND SECTION FOR DETAILS.7.REFER TO COLUMN SCHEDULE FOR COLUMN SIZES.8.UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL WIDE FLANGE SHAPESTO BE A992 GRADE 50 STEEL.9.STEEL FRABRICATOR IS RESPONSABLE FOR THE DESIGN AND DETAILING OFALL MOMENT CONNECTIONS NOT SPECIFIED IN THE DRAWINGS INCLUDINGBEAM AND/OR COLUMN STIFFENERS AND DOUBLERS IF REQUIRED.10.ALL ELECTRICAL, MECHANICAL AND PLUMBING PIPES SHALL BE ATTACHED ATEVERY STEEL JOIST IN SECOND LEVEL FLOOR PLAN.185CONFORMED SET
30'-0"30'-0"30'-0"11'-2"29'-11"30'-0"30'-0"30'-0"11'-2"26'-11"LSB7LSB5LSB5LSB11LSB11LSB11LSB11LSB10LSB11LSB11LSB10 (+2 1/2")LSB11LSB11LSB10GALV. METAL DECK(SEE NOTE NO.5)JO4 (11 @ EQ. SPACE)12'-0"3'-2"3'-2"3'-2"3'-2"LSB5LSB5293-S112 3-S40343-S202SC3SC3SC3SC3SC3SC34'-6"20'-11"4'-6"4'-7"20'-10"4'-7"4'-7"20'-10"SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC64'-6"20'-11"4'-6"20'-11"4'-6"12'-4"5'-3"12'-4"4'-7"20'-10"4'-6"20'-11"5'-3"20'-11"4'-7"4'-7"20'-11"4'-7"4'-7"20'-11"4'-7"243-S112 3-S403O.H.SC683-S112 3-S401SIM.SC6O.H.SIM.193-S112 3-S40273-S112 3-S401SIM.293-S112 3-S403313-S112 3-S403293-S112 3-S403SIM.313-S112 3-S403453-S112 3-S403(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")0")T/STL. BEAMELEV=11'-4-1/2"T/STL. BEAMELEV=11'-2"T/CONC.SLABELEV=11'-8"T/STL. BEAMELEV=11'-2"T/STL. BEAMELEV=11'-4-1/2"T/STL. BEAMELEV=11'-2"T/STL. BEAMELEV=11'-4-1/2"T/STL. BEAMELEV=11'-4-1/2"(HSS6X6X1/4@14'-10")2'-6"2'-6"JO4 (11 @ EQ. SPACE)2'-6"2'-6"JO4 (11 @ EQ. SPACE)2'-6"2'-6"JO4 (11 @ EQ. SPACE)2'-6"493-S112 3-S405SWHSWGSWGSWKSWJSW18SW26SW16SW17B3-S113(TYP.)C3-S113(TYP.)C3-S113(TYP.)O.H.30'-0"30'-0"30'-0"11'-2"24'-8"24'-8"29'-11"30'-0"30'-0"30'-0"11'-2"26'-11"LSB4LSB4LSB4LSB3LSB4LSB4GALV. METAL DECK(SEE NOTE NO.5)LSB3 LSB3 (+2 1/2")LSB8LSB8LSB7LSB728G13N9KLSB5LSB5LSB6LSB6LSB9LSB9GALV. METAL DECK(SEE NOTE NO.5)LSB11LSB11LSB11LSB11LSB10LSB11LSB11LSB10 (+2 1/2")LSB11LSB11LSB10GALV. METAL DECK(SEE NOTE NO.5)18K4 (25 @ EQ. SPACE)JO4 (11 @ EQ. SPACE)12'-0"12'-0"3'-2"3'-2"3'-2"3'-2"LSB5LSB528293-S112 3-S40323-S20243-S20213-S202363-S112 3-S203SC3SC3SC3SC3SC3SC328G13N9KRSB34'-6"20'-11"4'-6"4'-7"20'-10"4'-7"4'-7"20'-10"SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC64'-6"20'-11"4'-6"20'-11"4'-6"12'-4"5'-3"12'-4"4'-7"20'-10"4'-6"20'-11"16'-11" (HSS6X6X1/4 @ 14'-10")5'-1"16'-11"5'-3"16'-11"6'-5"16'-11"4'-7"SC6SC6SC6SC620'-11"4'-7"4'-7"20'-11"4'-7"4'-7"20'-11"4'-7"SC6253-S112 3-S403243-S112 3-S403173-S112 3-S401O.H.SIMSC6SIM.SC683-S112 3-S401SIM.SC6O.H.SIM.193-S112 3-S402203-S112 3-S40273-S112 3-S401SIM.253-S112 3-S403293-S112 3-S403313-S112 3-S403293-S112 3-S403SIM.313-S112 3-S403453-S112 3-S404O.H.453-S112 3-S403SC6(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 14'-10")273-S112 3-S403T/CONC.SLABELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"T/STL. BEAMELEV=11'-2"T/STL. BEAMELEV=11'-2"T/CONC.SLABELEV=11'-8"T/CONC.SLABELEV=11'-8"T/STL. GIRDERELEV=11'-2"T/STL. BEAMELEV=11'-2"T/STL. BEAMELEV=11'-4-1/2"T/STL. BEAMELEV=11'-4-1/2"T/STL. BEAMELEV=11'-4-1/2"T/STL. BEAMELEV=11'-2"T/STL. BEAMELEV=11'-4-1/2"T/STL. BEAMELEV=11'-4-1/2"(HSS6X6X1/4@14'-10")JO2 (11 @ EQ. SPACE)JO2 (11 @ EQ. SPACE)JO2 (11 @ EQ. SPACE)2'-6"2'-6"2'-6"2'-6"2'-6"1'-10"1'-10"18K4 (25 @ EQ. SPACE)2'-6"2'-6"JO4 (11 @ EQ. SPACE)2'-6"2'-6"JO4 (11 @ EQ. SPACE)2'-6"2'-6"JO4 (11 @ EQ. SPACE)2'-6"493-S112 3-S405SC6SWHSWGSWGSWESWCSWKSWJSW18SW26SW16SW17B3-S113(TYP.)C3-S113(TYP.)C3-S113(TYP.)O.H.A3-S113(TYP.)24'-8"24'-8"LLSB6LSB6283-S112 3-S40353-S20283-S112 3-S20273-S112 3-S20233-S112 3-S20216'-11"6'-5"16'-11"4'-7"SC6SC613-S112 3-S4013-S112 3-S401SIMSC6(HSS6X6X1/4 @ 15'-10")(HSS6X6X1/4 @ 15'-10")T/STL. BEAMELEV=11'-2"/2"SC6SW18SW22SW26SW24SW21SWD)SWF1 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)MARKLOWER STEEL BEAM SCHEDULELSB1LSB2BEAMGRADEA992A992W12X50W12X45LSB3A36LSB4A992LSB5A992LSB6A992LSB7LSB8LSB9LSB10LSB11W12X40W21X48W24X76W21X48A992W8X18A992W18X40A992W12X53A992W18X76A992W18X65LSB12A992W12X26MARKJOIST SCHEDULEJO1JOIST18K7JO220KCS3JO322K11JO418KCS4JO522K11JO622K4JO724K4JO810K1JOSE 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 III\3-S112.dwg Jul 14, 2017 - 10:52am daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED SECOND LEVEL FRAMING PLANNNORTHMATCH LINE "A-A"REFER TO 3-S111MATCH LINE "B-B"MATCH LINE "A-A"REFER TO 3-S111MATCH LINE "B-B"MATCH LINE "B-B"MATCH LINE "C-C"REFER TO 3-S113MATCH LINE "B-B"MATCH LINE "C-C"REFER TO 3-S113ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTSKYWALK ENLARGED SECOND LEVEL FRAMINGPLAN-MATCH LINE “B-B”-MATCH LINE “C-C”3-S112DOOR/WINDOW FRAME DIM.186CONFORMED SET
SW20SW2530'-0"20'-2"24'-8"24'-8"24'-8"24'-8"30'-0"3'-2"LSB11LSB11LSB10LSB11LSB11LSB10 (+2 1/2")GALV. METAL DECK(SEE NOTE NO.5)GALV. METAL DECK(SEE NOTE NO.5)JO3 (11 @ EQ. SPACE)3'-2"3'-2"LSB11LSB11LSB6LSB636G 12N 14KLSB9LSB9LSB8LSB8LSB5LSB5LSB5LSB10 (+2 1/2")3'-2"13-S20343-S20353-S20323-S20383-S113 3-S20373-S113 3-S20363-S113 3-S20333-S113 3-S203SC3SC3SC3SC3SC3SC3LSB211'-4"11'-4"26'-8"LSB2LSB2LSB2LSB2LSB12LSB2LSB2JO3 (11 @ EQ. SPACE)LSB1210"EQ.EQ.LSB2LSB24'-7"12'-5"5'-3"12'-5"4'-7"20'-11"4'-6"SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC610'-11"4'-8"4'-7"4'-7"20'-11"4'-7"4'-7"20'-11"4'-6"7'-3"10'-11"4'-3"16'-11"3'-7"1'-7"8'-11"1'-11"5'-3"5'-3"16'-11"14'-5"5'-3"23'-8"21'-10"3'-10"6'-3"16'-11"5'-1"16'-11"SC610"EQ.O.H.293-S113 3-S403293-S112 3-S403SIM.313-S113 3-S403O.H.293-S113 3-S403323-S113 3-S403333-S113 3-S403343-S113 3-S403373-S113 3-S404383-S113 3-S404353-S113 3-S403403-S113 3-S404423-S113 3-S404433-S113 3-S404393-S113 3-S404SC6(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4 @ 14'-10")LSB11LSB11(HSS6X6X1/4@ 14'-10")(HSS6X6X1/4 @ 14'-10")(HSS6X6X1/4@ 14'-10")(HSS6X6X1/4@ 14'-10")T/STL. BEAMELEV=11'-4-1/2"T/CONC.SLABELEV=11'-8"T/CONC.SLABELEV=11'-8"T/CONC.SLABELEV=9'-8"RAMP: SLOPET/STL. BEAMELEV=11'-2"473-S113 3-S405T/STL. BEAMELEV=11'-4-1/2"T/STL. BEAMELEV=11'-2"T/STL. BEAMELEV=11'-4-1/2"T/STL. BEAMELEV=11'-2"T/STL. BEAMELEV=9'-5-1/2"T/STL. BEAMELEV=9'-5-1/2"T/STL. GIRDERELEV=11'-2"2'-6")2'-6"JO4 (11 @ EQ. SPACE)2'-6"JO4 (11 @ EQ. SPACE)2'-6"2'-6"2'-6"2'-6"JO4 (7 @ EQ. SPACE)JO- (5 @ EQ. SPACE)JO- (5 @ EQ. SPACE)2'-4"2'-4"13'-5" (CHASE)3'-3"CHASE6"6"4"SW19SW23SW27SWRSWPSWQSWNSWMSWLSW21SW24SWSSWTSW25C3-S113(TYP.)C3-S113(TYP.)O.H.A3-S113(TYP.)A3-S113(TYP.)CLGRIDHSS REF.PLAN & SCHEDULEPL 7"X7"X34"(TYP.)STL. BEAMREF. PLAN & SCHEDULESTL. COLUMNREF. PLAN & SCHEDULE1/4EXTERIORINTERIORCLREFER TO PLAN
GRID1 1/2"1"6"2"1/2"1/2"7"CLGRIDHSS REF.PLAN & SCHEDULEPL 7"X9"X34"(TYP.)STL. BEAMREF. PLAN & SCHEDULESTL. COLUMNREF. PLAN & SCHEDULESW5CL1/4SW6SWDSWFEXTERIORINTERIOROHOHCL2 5/8"3 1/2"1/2"2 5/8"9"2 7/8"6 1/8"3/8"7"REFER TO PLANCLGRIDHSS REF.PLAN & SCHEDULEPL 7"X9"X34"(TYP.)STL. BEAMREF. PLAN & SCHEDULESTL. COLUMNREF. PLAN & SCHEDULESW20CL1/4SW25EXTERIORINTERIOROHCLREFER TO PLAN2 3/8"6 5/8"7/8"1/2"2 1/2"9"2 5/8"3 1/2"7"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 III\3-S113.dwg Jul 14, 2017 - 10:52am daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED SECOND LEVEL FRAMING PLANNNORTHMATCH LINE "B-B"REFER TO 3-S112MATCH LINE "C-C"MATCH LINE "B-B"REFER TO 3-S112MATCH LINE "C-C"ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTSKYWALK ENLARGED SECOND LEVEL FRAMINGPLAN-MATCH LINE “C-C”3-S113 1-1/2" = 1'-0"AWINDOW FRAMING PLAN @ POD 1,2&3 1-1/2" = 1'-0"BWINDOW FRAMING PLAN @ HALLWAY NO.1 1-1/2" = 1'-0"CWINDOW FRAMING PLAN @ HALLWAY NO.2187CONFORMED SET
30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"14'-2"25'-3"24'-4"24'-4"30'-0"TRUSS2RSB2RSB1 (+2 1/2")GALV. METAL DECK(SEE NOTE NO.4)RSB1 (+2 1/2")RSB2RSB2RSB2RSB2GALV. METAL DECK(SEE NOTE NO.4)RSB1 (+2 1/2")RSB1 (+2 1/2")RSB1 (+2 1/2")RSB2RSB1 (+2 1/2")RSB2RSB2RSB2GALV. METAL DECK(SEE NOTE NO.4)RSB2RSB1 (+2 1/2")JO1 (5 EQ.SPACES)33'-4"JO1 (5 EQ.SPACES)RSB2RSB2RSB2RSB2RSB2RSB2JO1 (5 EQ.SPACES)JO1 (5 EQ.SPACES)45°13-S114 3-S50113-S20153-S20133-S20143-S114 3-S20123-S114 3-S2014'-6"20'-11"4'-7"4'-7"20'-11"4'-7"4'-7"20'-11"4'-7"4'-7"20'-11"4'-7"4'-6"20'-11"4'-7"4'-6"10'-11"3'-2"OPENSC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC620'-11"4'-7"SC620'-11"4'-7"4'-7"4'-7"10'-11"4'-7"20'-11"1'-9"1'-11"4'-10"12'-11"2'-5"12'-11"2'-7"DOOR/WINDOW FRAME DIM.(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4@ 25'-8")(HSS6X6X1/4@ 25'-8")(HSS6X6X1/4 @ 25'-8")DOOR/WINDOW FRAME DIM.DOOR/WINDOW FRAME DIM.(HSS6X6X1/4 @ 24'-0")SC6SC6SC6SC6SC6SC6SC6SC6T/STL. BEAMLP/ELEV=29'-9-1/2"T/STL. BEAMHP/ELEV=31'-4"T/STL. BEAMHP/ELEV=31'-4"AXIS SWDAXIS SWF & SW6AXIS SW5SLOPESLOPESLOPESLOPESLOPE
SLOPE
JO1 (4 EQ.SPACES)JO1 (5 EQ.SPACES)JJO1 (5 EQ.SPACES)SC667°135°RSB267°23-S114 3-S50123-S114 3-S50133-S114 3-S50143-S114 3-S50153-S1143-S50163-S114 3-S50173-S1143-S50163-S1143-S501103-S1143-S50183-S1143-S50193-S114 3-S501123-S114 3-S502153-S114 3-S50263-S114 3-S50173-S114 3-S50163-S114 3-S50193-S114 3-S50183-S114 3-S501103-S115 3-S5015'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"JO1
5'-0"5'-0"5'-0"RSB4RSB45'-0"5'-0"RSB4RSB4SW1SW3SW4SWBSWASW2SW7SW8SW9SW10SW11SWDSWFSW6SW5
EXISTING ADJACENT BUILDING TO REMAIN 21'-8" (L) X 10'-0" (H.T.) DOOR ROUGH OPENINGCB1W- @36'-2" (V.I.F.)FOR ROLL-UP & FOLDING DOOR SPECS REF.TO ARCHITECTURAL DRAWINGSEXEXC15X50263-S503SW11SW12SW13SW14SW15SWDSWFJOSE 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 III\3-S114.dwg Jul 14, 2017 - 3:10pm daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED SECOND LEVEL ROOF FRAMING PLANNNORTHMATCH LINE "B-B"REFER TO S104.14 MATCH LINE "B-B"REFER TO S104.14MATCH LINE "A-A"MATCH LINE "A-A"ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTSKYWALK ENLARGED SECOND LEVEL ROOF FRAMINGPLAN-MATCH LINE “A-A”-MATCH LINE “B-B”3-S114TOP OF STEEL ELEVATIONS REFERENCED FROM FINISH FLOOR ELEVATION.1.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. VERIFY ALLDIMENSIONS W/ ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.2.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL SLEEVES, PIPES,INSERTS AND EMBEDDED ITEMS.3.4.ROOF FRAMING NOTESMETAL DECK: 1.5-20GA. TYPE B BY VULCRAFT .FOR FASTENER SCHEDULE AND DETAIL REFER TO SHEET 3-S112.5.REFER TO COLUMN SCHEDULE FOR COLUMN SIZES.6.UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL WIDE FLANGE SHAPESTO BE A992 GRADE 50 STEEL.7.STEEL FRABRICATOR IS RESPONSABLE FOR THE DESIGN AND DETAILING OFALL MOMENT CONNECTIONS NOT SPECIFIED IN THE DRAWINGS INCLUDINGBEAM AND/OR COLUMN STIFFENERS AND DOUBLERS IF REQUIRED.188CONFORMED SET
30'-0"30'-0"29'-11"8'-0"29'-11"30'-0"30'-0"30'-0"8'-1"33'-3"GALV. METAL DECK(SEE NOTE NO.4)RSB4RSB4RSB4RSB4RSB4 (+2 1/2")RSB4RSB4RSB4(+2 1/2")RSB4RSB4RSB4 (+2 1/2")GALV. METAL DECK(SEE NOTE NO.4)12'-0"RSB2RSB2RSB2TRUSS5213-S115 3-S50243-S202SC320'-11"4'-7"4'-6"20'-11"4'-7"4'-6"20'-10"4'-6"SC3SC3SC3SC3SC34'-6"20'-11"4'-6"4'-7"20'-10"4'-7"4'-7"20'-10"SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC64'-6"20'-11"4'-6"20'-11"4'-6"12'-4"5'-3"12'-4"4'-7"20'-10"4'-6"20'-11" (HSS6X6X1/4 @25'-8")5'-2"(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4@ 19'-6"8")(HSS6X6X1/4 @ 25'-8")SC6(HSS6X6X1/4@ 19'-4")T/STL. BEAMLP/ELEV=29'-9-1/2"AXIS SWFT/STL. BEAMLP/ELEV=31'-9-1/2"AXIS SW20T/STL. BEAMHP/ELEV=33'-3-1/2"AXIS SW25SLOPESLOPEJO3 (5 EQ.SPACES)JO3 (5 EQ.SPACES)JO3 (5 EQ.SPACES)JO3 (5 EQ.SPACES)7'-3"73-S115 3-S501113-S115 3-S50193-S115 3-S501103-S115 3-S50163-S115 3-S50183-S115 3-S501103-S115 3-S50173-S115 3-S50193-S115 3-S5014'-11"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"SWHSWGSWGSWKSWJSW18SW26SW20SW25SW16SW1730'-0"30'-0"29'-11"8'-0"24'-8"24'-8"29'-11"30'-0"30'-0"25'-3"30'-0"8'-1"33'-3"GALV. METAL DECK(SEE NOTE NO.4)RSB1 (+2 1/2")GALV. METAL DECK(SEE NOTE NO.4)GALV. METAL DECK(SEE NOTE NO.4)RSB1 (+2 1/2")RSB4RSB4RSB4RSB4RSB4 (+2 1/2")RSB4RSB4RSB4(+2 1/2")RSB4RSB4RSB4 (+2 1/2")GALV. METAL DECK(SEE NOTE NO.4)12'-0"12'-1"RSB2RSB2RSB2RSB2RSB2RSB2TRUSS5213-S115 3-S50223-S20243-S20213-S202SC3363-S115 3-S20220'-11"4'-7"4'-6"20'-11"4'-7"4'-6"20'-10"4'-6"SC3SC3SC3SC3SC34'-6"20'-11"4'-6"4'-7"20'-10"4'-7"4'-7"20'-10"SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6OPENSC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6C6C64'-6"20'-11"4'-6"20'-11"4'-6"12'-4"5'-3"12'-4"4'-7"20'-10"4'-6"20'-11" (HSS6X6X1/4 @25'-8")16'-11"5'-1"16'-11"5'-2"16'-11"6'-5"16'-11"4'-7"(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4@ 19'-6"(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")SC6(HSS6X6X1/4@ 19'-4")T/STL. BEAMLP/ELEV=29'-9-1/2"AXIS SWFT/STL. BEAMHP/ELEV=31'-4"AXIS SW5T/STL. BEAMLP/ELEV=31'-9-1/2"AXIS SW20T/STL. BEAMHP/ELEV=33'-3-1/2"AXIS SW25SLOPE
SLOPESLOPESLOPE
JO1 (5 EQ.SPACES)JO1 (5 EQ.SPACES)JO1 (5 EQ.SPACES)JO3 (5 EQ.SPACES)JO3 (5 EQ.SPACES)JO3 (5 EQ.SPACES)JO3 (5 EQ.SPACES)RSB111"7'-3"25'-3"93-S115 3-S50183-S115 3-S50173-S115 3-S501113-S115 3-S501103-S115 3-S50193-S115 3-S501103-S115 3-S50163-S115 3-S50183-S115 3-S501103-S115 3-S50173-S115 3-S50193-S115 3-S5015'-0"5'-0"5'-0"5'-0"5'-0"4'-11"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"SWHSWGSWGSWESWCSWKSWJSW18SW26SW20SW25SW16SW1724'-8"24'-8"53-S20283-S115 3-S20273-S115 3-S20233-S115 3-S20216'-11"6'-5"16'-11"4'-7"(HSS6X6X1/4 @ 25'-8") (HSS6X6X1/4 @ 25'-8")SW18SW22SW26SW24SW21SWDSWFMARKROOF STEEL BEAM SCHEDULERSB1RSB2BEAMGRADEA992A992W12X30W14X22RSB3RSB4A992W10X33W8X48A992MARKUPPER LEVEL USB1USB2BEAMGRADEA992A992W10X49W12X65USB3W14X22STEEL BEAM SCHEDULEA992MARKTOWER LEVEL TSB1TSB2BEAMGRADEA992A992W10X39W12X50STEEL BEAM SCHEDULEJOSE 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 III\3-S115.dwg Jul 14, 2017 - 10:37am daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED SECOND LEVEL ROOF FRAMING PLANNNORTHMATCH LINE "A-A"REFER TO3S114MATCH LINE "B-B"MATCH LINE "B-B"MATCH LINE "C-C"REFER TO 3S116MATCH LINE "B-B"MATCH LINE "C-C"REFER TO 3S116MATCH LINE "A-A"REFER TO 3S114MATCH LINE "B-B"ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTSKYWALK ENLARGED SECOND LEVEL ROOF FRAMINGPLAN-MATCH LINE “B-B”-MATCH LINE “C-C”3-S115189CONFORMED SET
30'-0"20'-2"24'-8"24'-8"24'-8"24'-8"30'-0"1'-10"33'-3"14'-2"GALV. METAL DECK(SEE NOTE NO.4)RSB1 (+2 1/2")RSB4RSB4RSB4 (+2 1/2")RSB4RSB4RSB4 (+2 1/2")GALV. METAL DECK(SEE NOTE NO.4)RSB4 (+2 1/2")RSB4RSB413-S20343-S20353-S20323-S20383-S116 3-S20333-S116 3-S20363-S116 3-S203SC3SC3SC3SC3SC3SC34'-7"12'-5"5'-3"12'-5"4'-7"20'-11"4'-6"SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC610'-11"4'-8"4'-7"4'-7"20'-11" (HSS6X6X1/4 @ 25'-8")4'-7"4'-7"20'-11"4'-6"7'-3"10'-11"4'-3"16'-11"3'-7"1'-7"8'-11"1'-11"5'-3"5'-3"16'-11"14'-5"5'-3"23'-8"21'-10"3'-10"6'-3"16'-11"5'-1"16'-11"SC6(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4@ 19'-6")(HSS6X6X1/4@ 25'-8")(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4@ 25'-8")(HSS6X6X1/4 @ 25'-8")SC6SC6SC6(HSS6X6X1/4 @ 25'-8")(HSS6X6X1/4 @ 25'-5-1/2")(HSS6X6X1/4@ 25'-5-1/2")(HSS6X6X1/4@ 25'-5-1/2")(HSS6X6X1/4@ 25'-5-1/2")(HSS6X6X1/4@ 17'-6")(HSS6X6X1/4@ 19'-6")(HSS6X6X1/4@ 19'-6")T/STL. BEAMLP/ELEV=31'-9-1/2"AXIS SW20T/STL. BEAMHP/ELEV=33'-3-1/2"AXIS SW25SLOPESLOPEJO3 EQ.SPACESJO3 (5 EQ.SPACES)JO3 (3 EQ.SPACES)83-S116 3-S50183-S116 3-S501103-S116 3-S50193-S116 3-S50173-S116 3-S50183-S116 3-S501233-S116 3-S502RSB1 (+2 1/2")5'-0"5'-0"5'-0"5'-0"5'-0"5'-1"5'-1"SC663-S115 3-S501SW19SW23SW27SWRSWPSWQSWNSWMSWLSW21SW24SWSSWTSW25SW20SW25JOSE 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 III\3-S116.dwg Jul 14, 2017 - 10:37am daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"1ENLARGED SECOND FLOOR ROOF FRAMING PLANNNORTHMATCH LINE "C-C"MATCH LINE "B-B"REFER TO 3S115MATCH LINE "C-C"MATCH LINE "B-B"REFER TO 3S115ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTSKYWALK ENLARGED SECOND LEVEL ROOF FRAMINGPLAN-MATCH LINE “C-C”3-S116190CONFORMED SET
SW19SW23SW27SWRSWPSWQSW21SW24SWSSWTSW25B/LINTELELEV=7'-4"B/LINTELELEV=7'-4"HALLWAYNO.249'-4"49'-4"24'-8"24'-8"24'-8"24'-8"B/BOX HEADERELEV=8'-0"H1 (REF. SHEET 3-S406)53-S20343-S20313-S20323-S203L1L1SWGSWGSWESWCSW18SW22SW26SW18SW26B/LINTELELEV=7'-4"L1B/LINTELELEV=7'-4"HALLWAYNO.1HALLWAYNO.249'-4"49'-4"24'-8"24'-8"24'-8"24'-8"B/LINTELELEV=8'-8"H2 (REF. SHEET 3-S406)B/BOXED HEADERELEV=8'-8"23-S20253-S20243-S20213-S202L1L1SW1SW3SW4SWBSWASW2EXISTING ADJACENTBUILDING TO REMAINB/LINTELELEV=7'-4"B/LINTELELEV=7'-4"B/LINTELELEV=7'-4"HALLWAY NO.148'-8"33'-4"24'-4"24'-4"53-S20113-S20133-S201L1L2L14'-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 GROUTEDCELLSW7JOSE 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 III\3-S117.dwg Jul 12, 2017 - 4:01pm daranAS SHOWN07-14-2017S12014SKYWALK PODS WALL LINTEL LAYOUT 1/8" = 1'-0"1 WALL LINTEL LAYOUT @ POD NO.1 1/8" = 1'-0"3 1/8" = 1'-0"2WALL LINTEL LAYOUT @ POD NO.2WALL LINTEL LAYOUT @ POD NO.33-S1173/4" = 1'-0"TYPICAL MASONRY OPENING4L1TYPEMARKMAX SPACING (OPENING)12F16-2B/2TALLOWABLE LOADS (LB/FT)1,513 lb/ft10'-6"TYPE DESIGNATION:F = FILLED WITH GROUT / U = UNFILLEDNOMINAL WIDTHNOMINAL HEIGHT12F16-2B/2TNUMBER OF #5REBAR AT TOPNUMBER OF #5 REBAR ATBOTTOM OF LINTEL CAVITYCOMMENTSRLINTEL SCHEDULEPROVIDE 8" END BEARING EA SIDE112"CLR.GROUT12" NOMINAL WIDTH#5 REBAR AT BOTTOMOF LINTEL CAVITYBOTTOM REINFORCINGPROVIDED IN LINTEL(VARIES)SEE SCHED'L.11-5/8"#5 REBAR AT TOPMIN. (2) REQ'D.L212F16-2B/2T 1,513 lb/ft10'-6"PROVIDE 8" END BEARING EA SIDE & WELD REBAR TO STL. COLUMN DENOTES LIGHT GAUGE METAL HEADERS. REFER TO SCHEDULE.H#L# DENOTES PRECAST CONCRETE LINTEL TYPE (SEE SCHEDULE).LEGEND AND NOTESSEE ARCHITECTURAL DWG'S FOR ACTUAL LOCATIONAND SIZE OF DOOR AND WINDOW OPENINGS.191CONFORMED SET
USB4USB4USB4USB424'-8"49'-4"49'-4"19'-712"17'-412"24'-8"53-S20343-S20313-S20323-S20383-S118 3-S20373-S118 3-S20363-S118 3-S20333-S118 3-S203USB4 (+2 1/2")USB4 (+2 1/2")USB4 (+2 1/2")32LH06 (EQ. SPACES)7'-312"5'-012"SLOPESLOPESLOPEB/HP DECK37'-6"B/LP DECK36'-6"4'-8"4'-8"USB4 (+2 1/2")SW23SWRSW19SW27SWTSWPSW24SW21SW251.5 VL1 MTL.DECK BYVULCRAFT20'-8"USB1USB1USB1USB1USB1USB2USB-3USB3USB2TRUSS4USB3USB349'-4"49'-4"4'-0"20'-8"20'-8"4'-0"4'-0"20'-8"4'-0"23-S20253-S20243-S20213-S202TRUSS5TRUSS5BTRUSS363-S118 3-S20283-S118 3-S20273-S118 3-S20233-S118 3-S202SC5SC5SC6SC6SC6SC6SC5SC5SC6SC6SC6SC618'-11"18'-11"18'-11"18'-11"18'-11"18'-11"18'-11"18'-11"SC6SC6SC6SC6SC6SC6SC6SC6OPENSPACET/TRUSS NO.5ELEV=37'-6"T/TRUSS NO.4ELEV=37'-6"T/TRUSS NO.5BELEV=37'-6"T/TRUSS NO.3ELEV=37'-6"T/STL. BEAMELEV=37'-6"T/STL. BEAMELEV=37'-6"T/STL. BEAMELEV=37'-6"SWT1SWT2SWTBSWTASW22SWESWGSWGSWCSW18SW26SW18SW26SW21SW241.5 VL1 MTL.DECK BYVULCRAFT1.5 VL1 MTL.DECK BYVULCRAFT24'-4"24'-4"USB1USB1TRUSS233'-4"TRUSS1USB2USB2USB34'-0"20'-4"20'-4"4'-0"4'-0"25'-4"4'-0"TRUSS1TRUSS2BUSB353-S20143-S118 3-S20113-S20133-S20123-S118 3-S201SC5SC5SC6SC6SC6SC5SC5SC6SC6SC6SC616'-7"16'-7"16'-7"16'-7"8'-7"8'-7"8'-7"8'-7"OPENSPACET/STL. BEAMELEV=37'-6"T/STL. BEAMELEV=37'-6"T/TRUSS NO.1ELEV=37'-6"T/TRUSS NO.2BELEV=37'-6"T/TRUSS NO.2ELEV=37'-6"SC6SWTBSWTASWT2SWT1SW3SW1SW4SWBSWAEXISTING ADJACENTBUILDING TO REMAINHSSRE: 3-S6011.5 VL1 MTL.DECK BY VULCRAFTJOSE 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 III\3-S118.dwg Jul 12, 2017 - 4:01pm daranAS SHOWN07-14-2017S12014SKYWALK PODS ENLARGED LOWER ROOF LEVELFRAMING PLAN 1/8" = 1'-0"1ENLARGED POD NO.1 LOWER ROOF FRAMING PLAN @ 37'-6" 1/8" = 1'-0"3 1/8" = 1'-0"2ENLARGED POD NO.2 LOWER ROOF FRAMING PLAN @ 37'-6"ENLARGED POD NO.3 LOWER ROOF FRAMING PLAN @ 37'-6"N.T.S.4LOWER ROOF FRAMING-PERSPECTIVE VIEW3-S118192CONFORMED SET
49'-4"24'-8"24'-8"49'-4"24'-8"24'-8"13-S20343-S20353-S20323-S20383-S119 3-S20373-S119 3-S20363-S119 3-S20333-S119 3-S203SLOPESLOPESW19SW23SW27SWRSWPSWQSW21SW23SWRSW19SW27SWTSWPSW24SW24SWSSWTSW25SW21SW25143-S119 3-S506143-S119 3-S506153-S119 3-S506163-S119 3-S506213-S119 3-S507223-S119 3-S507TSB2TSB2TSB1TSB120'-8"41'-4"PRE-STRUCTURAL ROOFINGASSEMBLY BY OTHERS20'-8"41'-4"20'-8"20'-8"TSB1TSB1TSB2TSB223-S20253-S20243-S20213-S20283-S119 3-S20273-S119 3-S20233-S119 3-S20263-S119 3-S202SC5SC5SC6SC6SC6SC6SC5SC5SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6SC6 SC6T/STL. BEAMELEV=46'-4"T/STL. BEAMELEV=46'-4"SWGSWGSWESWCSW18SW22SW26SW18SW26SWT1SWT2SWTBSWTASW22SWESWGSWGSWCSW18SW26SW18SW26SW21SW24113-S119 3-S50613-S119 3-S50543-S119 3-S50553-S119 3-S50563-S119 3-S50513-S119 3-S50523-S119 3-S505TSB1TSB1TSB225'-4"20'-4"PRE-STRUCTURAL ROOFINGASSEMBLY BY OTHERSTSB2TSB2TSB220'-412"40'-8"13-S20153-S20133-S20143-S119 3-S20123-S119 3-S201SC5SC5SC6SC6SC6SC5SC5SC6SC6SC6SC6T/STL. BEAMELEV=46'-4"T/STL. BEAMELEV=46'-4"SC6SWTBSWTASWT2SWT1SW3SW1SW4SWBSWAEXISTING ADJACENTBUILDING TO REMAIN13-S119 3-S50543-S119 3-S50553-S119 3-S50563-S119 3-S50513-S119 3-S50593-S119 3-S50523-S119 3-S505JOSE 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 III\3-S119.dwg Jul 12, 2017 - 4:01pm daranAS SHOWN07-14-2017S12014SKYWALK PODS ENLARGED UPPER ROOF LEVELFRAMING PLAN 1/8" = 1'-0"1ENLARGED POD NO.1 UPPER FRAMING PLAN @ 46'-4" 1/8" = 1'-0"3 1/8" = 1'-0"2ENLARGED POD NO.2 UPPER FRAMING PLAN @ 46'-4"ENLARGED POD NO.3 UPPER FRAMING PLAN @ 46'-4"N.T.S.4UPPER ROOF LEVEL -PERSPECTIVE VIEW3-S119193CONFORMED SET
37'-6"T/STEEL46'-4"T/STEEL15'-6"T/STEELHSS10X10X1/4HSS10X10X1/4HSS8X8X1/416'-0"2ND LEVELHSS8X8X5/8HSS8X8X5/8HSS8X8X5/8W12X50W12X500'-0"F.F. ELEV.28'-6"B/TRUSS-2TRUSS-2W12X50W12X5023-S201 3-S504SW1SWT1SW2SW3SWT2SW4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/438'-10"T/WIN.FRAME44'-8"T/WIN.FRAMEW10X49HSS10X10X1/4HSS10X10X1/4W10X3937'-6"T/STEEL46'-4"T/STEEL15'-8-1/2"T/STEEL16'-0"2ND LEVELHSS8X8X5/8HSS8X8X5/80'-0"F.F. ELEV.32'-2"B/TRUSS-1W12X45SWASWBSWTASWTBHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/438'-10"T/WIN.FRAME44'-8"T/WIN.FRAMESW4SWT2HSS8X8X5/8SW1SWT1HSS8X8X5/8SW3HSS8X8X5/837'-6"T/STEEL46'-4"T/STEEL15'-6"HSS10X10X1/4HSS10X10X1/4HSS10X10X1/416'-0"2ND LEVELW12X50W12X50T/STEEL0'-0"F.F. ELEV.30'-6"B/TRUSS-2BTRUSS-2BW12X50W12X50W12X502B3-S201 3-S504SW2HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/425'-8"T/STL.FRAMENOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGS24'-0"T/DOOR FRAME38'-10"T/WIN.FRAME44'-8"T/WIN.FRAME37'-6"T/STEEL46'-4"T/STEEL15'-8-1/2"T/STEELHSS10X10X1/4HSS10X10X1/4HSS8X8X1/416'-0"2ND LEVELW12X50HSS8X8X5/8HSS8X8X5/8HSS8X8X5/80'-0"F.F. ELEV.33'-2"B/TRUSS-1W12X50SW4SWT2SW1SWT1SW3SW225'-8"T/WIN.FRAME38'-10"T/WIN.FRAME44'-8"T/WIN.FRAMEHSS10X10X1/4HSS10X10X1/4W10X39HSS8X8X5/8HSS8X8X5/837'-6"T/STEEL46'-4"T/STEEL15'-6"T/STEEL16'-0"2ND LEVEL0'-0"F.F. ELEV.32'-2"B/TRUSS-113-S201 3-S504TRUSS-1SWASWBSWTASWTBHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/438'-10"T/WIN. FRAME44'-8"T/WIN. FRAME37'-6"T/STEEL46'-4"T/STEEL15'-6"T/STEEL16'-0"2ND LEVEL0'-0"F.F. ELEV.32'-2"B/TRUSS-1W10X39HSS8X8X5/8HSS8X8X5/8HSS8X8X1/4HSS10X10X1/4HSS8X8X14RE: 3-S601SWASWBSWTASWTB25'-8"T/WIN.FRAMET/STEEL38'-10"T/WIN. FRAME44'-8"T/WIN. FRAMEHSS8X8X14RE: 3-S601JOSE 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 III\3-S201.dwg Jul 14, 2017 - 10:37am daranAS SHOWN07-14-2017S12014SKYWALK POD NO.1 STEEL FRAMINGELEVATIONS AND SECTIONS 1/8" = 1'-0"RIGHT SIDE ELEVATION5 1/8" = 1'-0"FRONT ELEVATION 1 1/8" = 1'-0"LEFT SIDE ELEVATION 3 1/8" = 1'-0"FRAMING SECTION2 1/8" = 1'-0"FRAMING SECTION 4N.T.S.PERSPECTIVE VIEW76PERSPECTIVE VIEWN.T.S. 1/8" = 1'-0"FRAMING SECTION63-S201194CONFORMED SET
HSS8X8X5/8HSS8X8X5/8HSS8X8X5/8HSS10X10X1/4HSS10X10X1/4HSS8X8X1/437'-6"T/STEEL46'-4"T/STEEL11'-4 1/2"T/STEEL11'-8"2ND LEVELW10X39W10X3931'-11"B/TRUSS-4B/TRUSS-5B0'-0"F.F. ELEV.31'-0"SWT2SW26SW22SW18SWT13'-2"10'-4"6"T/STEEL11'-8"2ND LEVEL14'-10"T/STL.FRAME25'-8"T/STL.FRAMENOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGS38'-10"T/WIN.FRAME44'-8"T/WIN.FRAMESWT2HSS8X8X5/8HSS8X8X5/8HSS8X8X5/8HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS8X8X1/437'-6"T/STEEL46'-4"T/STEELW10X39W10X39B/TRUSS-5VARIES0'-0"F.F. ELEV.TRUSS-5W24X76W24X76W24X76W24X7653-S202 3-S504SW26SW22SW18SWT1SW24SW2111'-2"T/STEEL11'-8"2ND LEVELHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/438'-10"T/WIN.FRAME44'-8"T/WIN.FRAME223-S202 3-S502223-S202 3-S502SW25SW20493-S202 3-S405493-S202 3-S405SIM.O.H.MECHOPENINGNOTE: FOR WALL OPENING EXACT LOCATION REFER TO ARCH DRAWINGS.HSS8X8X5/8HSS8X8X5/8HSS8X8X5/8HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS8X8X1/437'-6"T/STEEL46'-4"T/STEEL11'-2"T/STEEL11'-8"2ND LEVELW10X39W10X39B/TRUSS-5B31'-0"0'-0"F.F. ELEV.TRUSS-5B63-S202 3-S504SWT2SW26SW22SW18SWT1SW24SW21HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/415'-10"T/STL.FRAME25'-8"T/STL.FRAME38'-10"T/WIN. FRAME44'-8"T/WIN. FRAMEHSS8X8X5/8HSS8X8X5/8HSS8X8X5/8W12X50W12X50HSS10X10X1/4HSS10X10X1/437'-6"T/STEEL46'-4"T/STEEL11'-8"2ND LEVEL11'-2"T/STEEL0'-0"F.F. ELEV.33'-2"B/TRUSS-3VARIESB/TRUSS-5TRUSS-333-S202 3-S504SWCSWESWGSWTBSWTAHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/438'-10"T/WIN. FRAME44'-8"T/WIN. FRAMEHSS8X8X5/8HSS8X8X5/8HSS8X8X5/8HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4W12X5037'-6"T/STEEL46'-4"T/STEEL11'-8"2ND LEVEL11'-4-1/2"T/STEELW12X500'-0"F.F. ELEV.33'-2"B/TRUSS-3W12X53W12X53W10X49W10X49SWCSWESWGSWTBSWTAHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/414'-10"T/STL.FRAME25'-8"T/STL.FRAME38'-10"T/WIN. FRAME44'-8"T/WIN. FRAMEHSS8X8X5/8HSS8X8X5/8HSS8X8X5/837'-6"T/STEEL46'-4"T/STEEL11'-4-1/2"T/STEEL11'-8"2ND LEVELW12X50W12X50HSS10X10X1/4HSS10X10X1/433'-2"B/TRUSS-3B/TRUSS-5B31'-0"SWGSWESWCSWTBSWTA4'-2"9'-4"6"15'-10"T/STL.FRAME25'-8"T/STL.FRAMENOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGS38'-10"T/WIN.FRAME44'-8"T/WIN.FRAMEHSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS8X8X1/437'-6"T/STEEL46'-4"T/STEEL11'-4-1/2"T/STEEL11'-8"2ND LEVELSWGSWTBHSS8X8X5/8SWCHSS8X8X5/8SWEHSS8X8X5/8HSS10X10X1/4W8X18W8X18W18X40W18X40W10X49W12X50W12X5031'-11"TRUSS-4SWTASWFSWDHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/431'-3 1/2"T/STL. BEAM29'-9 1/2"T/STL. BEAM19'-6"T/STL. BEAM38'-10"T/WIN.FRAME44'-8"T/WIN.FRAME113-S202 3-S501243-S202 3-S403243-S202 3-S403SIM.O.H.MECHOPENINGNOTE: FOR WALL OPENING EXACT LOCATION REFER TO ARCH DRAWINGS.HSS8X8X5/8HSS8X8X5/8HSS8X8X5/837'-6"T/STEEL46'-4"T/STEEL11'-2"T/STEEL11'-8"2ND LEVELW12X50W12X50HSS10X10X1/4HSS10X10X1/437'-6"B/TRUSS-4B/TRUSS-5B31'-0"TRUSS-40'-0"F.F. ELEV.43-S202 3-S504SWGSWTBSWCSWESWTASWFSWDHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/415'-10"T/STL.FRAME25'-8"T/STL.FRAME38'-10"T/WIN.FRAME44'-8"T/WIN.FRAMEJOSE 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 III\3-S202.dwg Jul 14, 2017 - 10:37am daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"FRONT ELEVATION 1 1/8" = 1'-0"REAR ELEVATION 2 1/8" = 1'-0"LEFT SIDE ELEVATION4 1/8" = 1'-0"RIGHT SIDE ELEVATION5 1/8" = 1'-0"FRAMING SECTION7 1/8" = 1'-0"FRAMING SECTION8 1/8" = 1'-0"FRAMING SECTION3 1/8" = 1'-0"FRAMING SECTION6N.T.S.PERSPECTIVE VIEW93-S202SKYWALK POD NO.2 STEEL FRAMINGELEVATIONS AND SECTIONS195CONFORMED SET
11'-4 1/2"T/STEEL11'-8"2ND LEVEL0'-0"F.F. ELEV.HSS10X10X1/4HSS10X10X1/4SW27SW19SW21SW2411'-2"T/STEEL11'-8"2ND LEVEL9'-8"LANDINGSW25HSS8X8X1/4HSS6X6X1/437'-3 1/2"T/STEEL BEAM37'-6"T/STEEL COL.T/STEEL36'-3 1/2"13'-9"25'-5-1/2"T/HSS CURTAIN WALL3'-2"10'-4"6"SLOPE3'-2"10'-4"6"14'-10"T/STL.FRAME25'-8"T/STL.FRAMENOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGS37'-6"T/STEEL11'-2"T/STEEL11'-8"2ND LEVEL0'-0"F.F. ELEV.SW27HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS8X8X1/4W24X76W24X76W24X76233-S202 3-S502SW19SW21SW23SW24HSS8X8X1/4SLOPE25'-5-1/2"T/HSS CURTAIN WALLHSS6X6X1/4HSS6X6X1/4473-S203 3-S405SW20SW25473-S203 3-S405O.H.233-S202 3-S502O.H.37'-6"T/STEEL11'-2"T/STEEL11'-8"2ND LEVEL0'-0"F.F. ELEV.HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4SW27SW19SW21SW23SW249'-8"LANDINGHSS10X10X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4SLOPE17'-6"T/ DOOR STL. FRAME14'-10"T/STL.FRAME25'-8"T/STL.FRAMEMECHOPENINGNOTE: FOR WALL OPENING EXACT LOCATION REFER TO ARCH DRAWINGS.36'-6"T/STEEL11'-8"2ND LEVEL11'-4-1/2"T/STEEL0'-0"F.F. ELEV.HSS8X8X1/4HSS10X10X1/4SWRSWQSWPHSS8X8X1/4HSS8X8X1/4HSS8X8X1/411'-8"2ND LEVEL0'-0"F.F. ELEV.9'-8"LANDINGHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/417'-4"T/STL. FRAME25'-5-1/2"T/HSS CURTAIN WALL36'-6"T/STEEL11'-8"2ND LEVEL11'-4-1/2"T/STEEL0'-0"F.F. ELEV.HSS10X10X1/4HSS10X10X1/4HSS10X10X1/4HSS8X8X1/4HSS10X10X1/4SWRSWQSWPHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/414'-10"T/STL.FRAME25'-8"T/STL.FRAME19'-6"2ND LEVEL37'-6"T/STEEL11'-4-1/2"T/STEEL11'-8"2ND LEVELHSS10X10X1/4HSS10X10X1/40'-0"F.F. ELEV.SWRSWQSWP25'-5-1/2"T/HSS CURTAIN WALL14'-10"T/STL.FRAME25'-8"T/STL.FRAMEHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/437'-6"T/STEEL11'-4-1/2"T/STEEL11'-8"2ND LEVELHSS10X10X1/4HSS10X10X1/4HSS10X10X1/40'-0"F.F. ELEV.SWRSWQSWPHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/49'-8"LANDING14'-10"T/STL.FRAME25'-8"T/STL.FRAME37'-6"T/STEEL11'-4-1/2"T/STEEL11'-8"2ND LEVELHSS10X10X1/4HSS10X10X1/40'-0"F.F. ELEV.SWRSWQSWP25'-5-1/2"T/HSS CURTAIN WALLJOSE 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 III\3-S203.dwg Jul 14, 2017 - 10:37am daranAS SHOWN07-14-2017S12014 1/8" = 1'-0"RIGHT SIDE ELEVATION 1 1/8" = 1'-0"LEFT SIDE ELEVATION2 1/8" = 1'-0"FRONT ELEVATION4 1/8" = 1'-0"REAR ELEVATION5 1/8" = 1'-0"FRAMING SECTION7 1/8" = 1'-0"FRAMING SECTION8 1/8" = 1'-0"FRAMING SECTION3 1/8" = 1'-0"FRAMING SECTION6N.T.S.PERSPECTIVE VIEW 93-S203SKYWALK POD NO.3 STEEL FRAMINGELEVATIONS AND SECTIONS196CONFORMED SET
SW530'-0"T/COLUMN15'-6"T/STEEL16'-0"2ND LEVEL .29'-9-1/2"T/STEEL31'-6-1/2"T/COLUMN31'-4"T/STEEL15'-6"14'-3"30'-0"15'-6"15'-10"73-S20483-S204SW6HALLWAYNO.130'-0"T/COLUMN13'-10"2ND LEVEL .29'-9-1/2"T/STEEL31'-6-1/2"T/COLUMN31'-4"T/STEEL30'-0"73-S20483-S204SWDSWFHALLWAYNO.130'-0"T/COLUMN11'-8"2ND LEVEL .29'-9-1/2"T/STEEL31'-6-1/2"T/COLUMN31'-4"T/STEEL73-S20483-S204SWDSWFHALLWAYNO.1SW833-S2043-S204SW9SW10RAMP ACCESS (60'-0")21'-0"CLCLCLCL21'-0"HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4WINDOW STEEL FRAMING(TYP.) FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGSWINDOW STEEL FRAMING(TYP.) FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGSSCREEN WALL43-S2043-S20453-S2043-S204SW13SW14SW15RAMP ACCESS (60'-0")CLCL21'-0"CLCL21'-0"HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4WINDOW STEEL FRAMING(TYP.) FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGSWINDOW STEEL FRAMING(TYP.) FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGSSCREEN WALLSW2132'-0"T/COLUMN11'-8"2ND LEVEL33'-6"T/COLUMN33'-3-1/2"T/STEEL31'-9-1/2"T/STEELSW20SW24SW25HALLWAYNO.2T/COLUMNT/STEEL11'-8"2ND LEVEL32'-0"31'-9-1/2"GRIDGRIDGRIDHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4CLCLHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4CLCLWINDOW STEEL FRAMING(TYP.) FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGSWINDOW STEEL FRAMING(TYP.) FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGSGRIDT/COLUMNT/STEEL11'-8"2ND LEVEL33'-6"33'-3-1/2"63-S2043-S204GRIDGRIDHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4CLCLHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4CLCLWINDOW STEEL FRAMING(TYP.) FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGSWINDOW STEEL FRAMING(TYP.) FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGS31'-6-1/2"T/COLUMN31'-4"T/STEEL15'-6"T/STEEL16'-0"2ND LEVEL .2'-0"GRIDCLCL10'-11"HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4+24"T/ LOW WALLSCREEN WALL11'-8"2ND LEVEL .4'-10"8'-8"GRIDGRIDCLCL21'-0"HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4WINDOW STEEL FRAMING(TYP.) FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGS+24"T/ LOW WALLSCREEN WALLJOSE 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 III\3-S204.dwg Jul 12, 2017 - 4:02pm daranAS SHOWN07-14-2017S12014SKYWALK HALWAY NO.1 AND NO.2 STEELFRAMING ELEVATIONS AND SECTIONS 1/8" = 1'-0"SIDE ELEVATION 1 1/8" = 1'-0"SIDE ELEVATION 2 1/8" = 1'-0"SIDE ELEVATION 7 1/8" = 1'-0"SIDE ELEVATION 8 1/8" = 1'-0"FRAMING SECTION 3 1/8" = 1'-0"FRAMING SECTION 4 1/8" = 1'-0"FRAMING SECTION 5 1/8" = 1'-0"FRAMING SECTION 6N.T.S.PERSPECTIVE VIEW93-S204197CONFORMED SET
33S30213S30153S302EXISTING ADJACENT BUILDING TO REMAIN23S30133S30143S30113S30213S30243S30233S30243S30243S30233S30133S301SIM.O.H.POD NO.1POD NO.2POD NO.3HALLWAYNO.2HALLWAYNO.1HALLWAYNO.113S30323S30312/19/2015 12:07:59 PMORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBY 1/32" = 1'-0"1TERMINAL"A" - BUILDING WALL SECTIONS KEY PLANNNORTHJOSE 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 III\3-S300.dwg Jul 12, 2017 - 4:02pm daranAS SHOWN07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONEASTTERMINAL ARENOVATIONTERMINAL “A”-BUILDING WALL SECTIONSKEY PLAN3-S300198CONFORMED SET
REFERTO SCHEDREFER TOSCHEDULEF.F. ELEV.0'-0" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWST/STEEL2ND LEVEL11'-8"T/STEELELEV 46'-4"ELEV 37'-6"HSS COLUMNREF. SCHEDULEPRE-STRUCTURALROOFINGASSEMBLY BY OTHERSREFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS12" CMU WALLSTEEL JOISTREFER TO PLANSTEEL BEAMREFER TO PLAN4'-0"T/TRUSSELEV 33'-2"SWT2SW423-S505O.H.73-S401O.H.POD NO.1HSS WINDOW FRAMEREF. SCHEDULET/WIN FRAMEREF. PLANT/WIN FRAMEREF. PLANSTEEL COLUMNBEYOND REFER TOPLAN & SCHEDULE1.5 VL1 MTL.DECK BY VULCRAFTRIGID INSULATIONREF. ARCHSWT11'-0"5'-0" REFER RTO ARCH DWGS.FOR FIXED GLASS WINDOWS6"23-S505T/STEELT/STEELELEV 46'-4"ELEV 37'-6"HSS COLUMNREF. SCHEDULEPRE-STRUCTURALROOFINGASSEMBLY BY OTHERS4'-0"SW112" CMU WALLF.F. ELEV.0'-0"2ND LEVEL16'-0"CL12" CMU WALL8"EXISTING BUILDING FACILITIES43-S10773-S401POD NO.1EX1'-8"(V.I.F.)293-S503O.H.1.5 VL1 MTL.DECK BY VULCRAFTRIGID INSULATIONREF. ARCH1'-0"5'-0" REFER RTO ARCH DWGS.FOR FIXED GLASS WINDOWS6"T/STEELT/STEELELEV 46'-4"ELEV 37'-6"PRE-STRUCTURALROOFINGASSEMBLY BY OTHERS4'-0"12" CMU WALLF.F. ELEV.0'-0"2ND LEVEL16'-0"CL8"MATCH TO EXISTING DOOR OPENINGHEIGHT. REF. ARCH DRAWINGS12" CMU WALLLINTEL. REF. SCHEDULEREFERTO SCHEDREFER TOSCHEDULEEXISTING BUILDING FACILITIESSWT1SW153-S107POD NO.1B/CONC. BEAM (CB1)26'-0"10'-0"EX1'-8"(V.I.F.)B/STL. BEAM28'-2"CENTER OF STL. CHANNEL26'-7"283-S50323-S505HSS COLUMNREF. SCHEDULE1.5 VL1 MTL.DECK BY VULCRAFTRIGID INSULATIONREF. ARCHT/TRUSS2ND LEVEL11'-8" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWST/STEELELEV 46'-4"ELEV 37'-6"T/TRUSSELEV 33'-2"HSS COLUMNREF. SCHEDULEREFER TO ARCH DWGS.FOR FIXED GLASS WINDOWSPRE-STRUCTURALROOFINGASSEMBLY BYOTHERS4'-0"SWBREFERTO SCHEDREFER TOSCHEDULEF.F. ELEV.0'-0"12" CMU WALLSTEEL JOISTREFER TO PLANSTEEL BEAMREFER TO PLANSWAO.H.SWCSWTA63-S505O.H.O.H.SWGSWTB143-S402POD NO.1POD NO.2HSS WINDOW FRAMEREF. SCHEDULET/WIN FRAMEREF. PLANT/WIN FRAMEREF. PLANSTEEL COLUMNBEYOND REFER TOPLAN & SCHEDULE1.5 VL1 MTL.DECK BY VULCRAFTRIGID INSULATIONREF. ARCH 3/8" = 1'-0"WALL SECTION3JOSE 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 III\3-S301.dwg Jul 12, 2017 - 4:02pm daranAS SHOWN07-14-2017S12014BUILDING WALL SECTIONS 3/8" = 1'-0"WALL SECTION4 3/8" = 1'-0"WALL SECTION1 3/8" = 1'-0"WALL SECTION23-S301199CONFORMED SET
F.F. ELEV.0'-0"COLUMN BASEELEV 2'-0" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS2ND LEVEL11'-8"T/STEELT/STEELSLOPESTEEL COLUMNREFER TO PLAN& SCHEDULESW51'-6"REF. TO SCHED.REF. TOSCHED.2'-0"33-S110453-S40483-S501O.H.HALLWAYNO.1REF. PLANREF. PLANHSS WINDOW FRAMEREF. SCHEDULET/WIN FRAMEREF. PLANT/WIN FRAMEREF. PLANF.F. ELEV.0'-0" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWST/TRUSSELEV 33'-2"2ND LEVEL16'-0"STEEL COLUMNREFER TO PLAN& SCHEDULET/WIN FRAMEREF. PLANSTEEL JOISTREFER TO PLANSLOPESW6SIDEWALK REF. CIVILREFERTO SCHEDREFER TO SCHEDULE33-S106453-S40473-S501O.H.HALLWAYNO.1O.H.HSS WINDOW FRAMEREF. SCHEDULET/WIN FRAMEREF. PLANF.F. ELEV.0'-0"2ND LEVEL11'-8"STEEL COLUMNREFER TO PLAN& SCHEDULESTEEL COLUMNBEYOND REFER TOPLAN & SCHEDULE REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWSMETAL DECK REFERTO FRAMING PLANNOTESMETAL DECK REFERTO FRAMING PLANNOTESSTEEL JOISTREFER TO PLANSLOPESW21SW20REFERTO SCHED33-S106REFER TO SCHEDULE293-S40373-S501O.H.HALLWAYNO.2O.H.HSS WINDOW FRAMEREF. SCHEDULET/WIN FRAMEREF. PLANT/WIN FRAMEREF. PLANT/TRUSS2ND LEVELF.F. ELEV.0'-0"T/STEELELEV 46'-4"ELEV 37'-6"83-S401T/TRUSSELEV 33'-2"HSS COLUMNREF. SCHEDULEREFER TO ARCH DWGS.FOR FIXED GLASS WINDOWSPRE-STRUCTURALROOFINGASSEMBLY BY OTHERS4'-0"STEEL JOISTREFER TO PLANSTEEL BEAMREFER TO PLANREF. TO SCHED.REF. TOSCHED.63-S50553-S11011'-8"O.H.SWBSWAO.H.SWCSWTAO.H.O.H.SWGSWTBPOD NO.1POD NO.2O.H.HSS WINDOW FRAMEREF. SCHEDULET/WIN FRAMEREF. PLANT/WIN FRAMEREF. PLAN REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS2ND LEVEL11'-8"T/STEELSTEEL COLUMNBEYOND REFER TOPLAN & SCHEDULEF.F. ELEV.0'-0"STEEL COLUMNREFER TO PLAN& SCHEDULEMETAL DECK REFERTO FRAMING PLANNOTESSTEEL JOISTREFER TO PLAN33-S106REFERTO SCHEDREFER TO SCHEDULE293-S403HALLWAYNO.2REF. PLANHSS WINDOW FRAMEREF. SCHEDULEREF. PLANT/WIN FRAMET/WIN FRAMET/STEELSLOPESW25SW2483-S501O.H.REF. PLANREF. PLANJOSE 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 III\3-S302.dwg Jul 12, 2017 - 4:02pm daranAS SHOWN07-14-2017S12014BUILDING WALL SECTIONS 3/8" = 1'-0"WALL SECTION2 3/8" = 1'-0"WALL SECTION3 3/8" = 1'-0"WALL SECTION4WALL SECTION13-S302 3/8" = 1'-0" 3/8" = 1'-0"WALL SECTION5200CONFORMED SET
SW27SLOPESTEEL JOISTREFER TO PLANT/STEEL143-S506 REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWSREF. PLANT/STL. BEAMREF. PLANT/STL. BEAM2ND LEVEL11'-8"REF. PLANT/WIN FRAMEREF. PLANT/WIN FRAMESTEEL JOISTREFER TO PLANREFERTO SCHEDREFER TOSCHEDULEF.F. ELEV.0'-0"12" CMU WALLREF. TO SCHED.RAMP LANDING9'-8"PODNO.3393-S404REF. PLANSTEEL COLUMNBEYOND REFER TOPLAN & SCHEDULEHSS WINDOW FRAMEREF. SCHEDULESW21SW19143-S506REFERTO SCHEDREFER TOSCHEDULEF.F. ELEV.0'-0"12" CMU WALLREF. TO SCHED. REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS2ND LEVEL11'-8"REF. PLANT/WIN FRAMEREF. PLANT/WIN FRAMEPODNO.3333-S403SLOPET/STEELSTEEL JOISTREFER TO PLANREF. PLANT/STEELREF. PLANSTEEL COLUMN BEYONDREFER TO PLAN &SCHEDULEHSS WINDOW FRAMEREF. SCHEDULEJOSE 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 III\3-S303.dwg Jul 12, 2017 - 4:02pm daranAS SHOWN07-14-2017S12014BUILDING WALL SECTIONSWALL SECTION13-S303 3/8" = 1'-0"WALL SECTION2 3/8" = 1'-0"201CONFORMED SET
SWACL COLUMNHSS COLUMNRE: SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONT.FOR PLATE &ERECTION BOLTSREFER TO SCHEDULET/STL. BEAMELEV=15'-6"23-S4012ND LEVEL ELEV=16'-0"DASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITY1/81/822TYP.CL COLUMNT/STL. BEAMELEV=15'-6"SW1STL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDHSS COLUMNRE: SCHED2ND LEVEL ELEV=16'-0"GRIDCL COLUMNHSS COLUMNRE: SCHEDSTL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONT.1/843-S4013-S401T/STL. BEAMELEV=15'-6"T/STL. BEAMELEV=14'-9"2ND LEVEL ELEV=16'-0"HSS BEAMRE: SCREEN WALL STL.FRAMING ON SHEET 3-S501DASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITY1/822TYP.SW2CL COLUMNSTL. BEAMRE: PLAN & SCHEDHSS COLUMNRE: SCHEDSTL. BEAMRE: PLAN & SCHEDT/STL. BEAMELEV=15'-6"T/STL. BEAMELEV=14'-9"2ND LEVEL ELEV=16'-0"HSS BEAMREF. SCREEN WALL STL.FRAMING ON SHEET 3-S501SWACL COLUMNHSS COLUMNRE: SCHEDSTL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTSTABILIZER PL 6X6X3/4.TYPICALL2 12"X2 1/2X 14 X LENGHT REQ'D FORDECK SUPPORT EA SIDE OF COLUMNWT5X10X0'-5"T/STL. BEAMELEV=15'-6"DO NOT WELD BOTTOMCHORD TO STABILIZER PLATE TYP63-S4012ND LEVEL ELEV=16'-0"DASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITY1/81/822TYP.SW3CL COLUMNSTL. BEAMRE: PLAN &SCHEDHSS COLUMNRE: SCHEDSTL. BEAMRE: PLAN &SCHEDT/STL. BEAMELEV=15'-6"2ND LEVEL ELEV=16'-0"SW1CL COLUMNSTL. BEAMRE: PLAN & SCHEDSTL JOISTRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONT.HSS COLUMNRE: SCHEDSTL. BEAMRE: PLAN & SCHEDT/STL. BEAMELEV=15'-8-1/2"2ND LEVEL ELEV=16'-0"DASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITYSW4SIM.O.H.CL112"SW1CL COLUMNREF PLANSTL. BEAM ELEV.HSS COLUMNRE: SCHEDSTL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFSTABILIZER PL 6X6X3/4.TYPICAL103-S4013-S40193-S401DO NOT WELD BOTTOMCHORD TO STABILIZER PLATE TYP2ND LEVEL ELEV=16'-0"1/81/822TYP.SW3CL COLUMNREF PLANSTL. BEAM ELEV.HSS COLUMNRE: SCHEDSTL. BEAMRE: PLAN &SCHEDSTL JOISTRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFSTL. BEAMRE: PLAN &SCHED2ND LEVEL ELEV=16'-0"CL COLUMNSTL. BEAMRE: PLAN & SCHEDHSS COLUMNRE: SCHEDSTL. BEAMRE: PLAN & SCHEDT/STL. BEAMELEV=15'-6"SW32ND LEVEL ELEV=16'-0"SWBCL COLUMNSTL. BEAMRE: PLAN &SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWF2ND LEVEL ELEV=16'-0"123-S4013-S401T/STL. BEAMELEV=15'-6"L3 1/2X3 1/2X3/16 CONT.HSS2-1/2"X2-1/2X 14DASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITY1/81/822TYP.CL COLUMNSTL. BEAMRE: PLAN &SCHEDSTL. BEAMRE: PLAN & SCHEDSW62ND LEVEL ELEV=16'-0"T/STL. BEAMELEV=15'-6"3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFSTL. JOISTRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.HSS2-1/2"X2-1/2X 14DASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITY1/81/822TYP.1/4"HSS8x8HSS REF. SCHEDJOSE 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 III\3-S401.dwg Jul 12, 2017 - 4:02pm daranAS SHOWN07-14-2017S12014SECOND LEVEL FRAMING SECTION ANDDETAILS 3/4" = 1'-0"SECTION1 3/4" = 1'-0"SECTION2 3/4" = 1'-0"SECTION3 3/4" = 1'-0"SECTION4 3/4" = 1'-0"SECTION5 3/4 = 1'-0"SECTION63-S401SECTION7SECTION8SECTION9SECTION10 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"SECTION11SECTION12 3/4" = 1'-0" 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901202CONFORMED SET
CL COLUMNSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFHSS2-1/2"X2-1/2X 14HSS COLUMNBEYOND2ND LEVEL ELEV=16'-0"T/STL. BEAMELEV=15'-6"SWBDASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITY1/81/822TYP.CL COLUMNSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWF2ND LEVEL ELEV=16'-0"T/STL. BEAMELEV=15'-8-1/2"SWBDASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITYL3 1/2X3 1/2X3/16 CONT1/81/822TYP.CL COLUMNSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSW6163-S4023-S4023-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTHSS2-1/2"X2-1/2X 142ND LEVEL ELEV=16'-0"T/STL. BEAMELEV=15'-6"STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDCLCL3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFHSS2-1/2"X2-1/2X 142ND LEVEL ELEV=16'-0"T/STL. BEAMELEV=15'-6"CL COLUMNSTL. BEAMRE: PLAN & SCHEDSW6STL. BEAMRE: PLAN &SCHEDSTEEL COLUMN.REF. PLANHSS2-1/2"X2-1/2X 14 X LENGHTREQ'D FOR DECKK SUPPORTEA SIDE OF COLUMN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTHSS2-1/2"X2-1/2X 14183-S4023-S4022ND LEVEL ELEV=16'-0"T/STL. BEAMELEV=15'-6"1/81/822TYP.CLCL COLUMNSTL. BEAMRE: PLAN & SCHEDSW7STL. JOISTRE: PLAN & SCHED2ND LEVEL ELEV=16'-0"T/STL. BEAMELEV=15'-6"3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFHSS2-1/2"X2-1/2X 14STL. COLUMNRE: PLAN & SCHEDCL COLUMNSTL. BEAMRE: PLAN & SCHEDSW6STL. BEAMRE: PLAN &SCHEDSTEEL COLUMN.REF. PLAN &SCHEDULEHSS2-1/2"X2-1/2X 14 X LENGHTREQ'D FOR DECKK SUPPORTEA SIDE OF COLUMN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTHSS2-1/2"X2-1/2X 14203-S4023-S402SW5STL. BEAMRE: PLAN &SCHEDSWFSWD2ND LEVEL ELEV=VARIEST/STL. BEAMELEV=VARIES1/81/822TYP.CL COLUMNSTL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDSW8SW9SW102ND LEVEL ELEV=13'-10"T/STL. BEAMELEV=VARIESSW14SW13SW12SW15SW16SW173-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFSTL. BEAMRE: PLAN& SCHEDSTL. BEAMRE: PLAN& SCHEDSTL. JOISTRE: PLAN & SCHEDCLCLSTL. BEAMRE: PLAN & SCHED2ND LEVEL ELEV=13'-10"T/STL. BEAMELEV=13'-7-1/2"3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFSTL. BEAMRE: PLAN &SCHEDSTL. BEAMRE: PLAN &SCHEDCL COLUMNSTL. BEAMRE: PLAN & SCHEDSW6STEEL COLUMN.REF. PLANHSS2-1/2"X2-1/2X 14 X LENGHTREQ'D FOR DECKK SUPPORTEA SIDE OF COLUMN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONT3/16HSS2-1/2"X2-1/2X 14STL. BEAMRE: PLAN &SCHED2ND LEVEL ELEV=VARIEST/STL. BEAMELEV=13'-7-1/2"CLCL COLUMNSTL. BEAMRE: PLAN & SCHEDSW11STL. JOISTRE: PLAN & SCHED2ND LEVEL ELEV=16'-0"T/STL. BEAMELEV=15'-6"CLSW12STEEL COLUMN.REF. PLANSTEEL COLUMN.REF. PLANSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN& SCHEDSTL. BEAMRE: PLAN& SCHEDSTL. BEAMRE: PLAN& SCHEDSTL. BEAMRE: PLAN& SCHED3-1/2" CONC. OVER DECKKW/ 6"X6"-W2.9XW2.9 WWFHSS2-1/2"X2-1/2X 14CLSTL. JOISTRE: PLAN & SCHED233-S4023-S402CLCL COLUMNJOSE 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 III\3-S402.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S12014SECTION13SECTION14SECTION16SECTION17SECTION18 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"3-S402SECTION19SECTION20SECTION21 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"SECTION15 3/4" = 1'-0"SECTION22 3/4" = 1'-0"SECTION23 3/4" = 1'-0"SECOND LEVEL FRAMING SECTION ANDDETAILSNOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901203CONFORMED SET
HSS COLUMNREF. PLANJOIST GIRDERRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFSWE2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"CL COLUMN1/81/822TYP.GRIDCL COLUMNHSS COLUMNRE: SCHEDSTL. JOISTRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTSTABILIZER PL 6X6X3/4.TYPICALWT5X10X0'-5"3/16T/STL. BEAMELEV=11'-4-1/2"DO NOT WELD BOTTOMCHORD TO STABILIZER PLATE TYP2ND LEVEL ELEV=11'-8"T/WINDOW FRAMEELEV=14'-10"NOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSHSS WINDOWFRAME POSTDASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITY112"CLSWEHSS COLUMNRE: SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFSTL. BEAMRE: PLAN &SCHEDSTL. BEAMRE: PLAN &SCHED2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"CL COLUMNSTL. BEAMRE: PLAN & SCHEDHSS COLUMNREF. PLANJOIST GIRDERRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFSW18CLCL COLUMN263-S4033-S4032ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"273-S4033-S403SW26CL COLUMNHSS COLUMNBEYONDHSS WINDOWFRAME POSTT/WINDOW FRAMEELEV=14'-10"NOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSDASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITYDASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITYSWFCL COLUMNHSS COLUMNRE: SCHEDSTL. BEAMRE: PLAN & SCHEDL2 12"X2 1/2X 14 X LENGHTREQ'D FOR DECKK SUPPORTEA SIDE OF COLUMN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFSTL. BEAMRE: PLAN & SCHED2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"L3 1/2X3 1/2X3/16 CONTSTL. BEAMRE: PLAN &SCHEDCL COLUMNSTEEL COLUMNRE: SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFSTL. BEAMRE: PLAN & SCHEDSW20STEEL COLUMNRE: SCHED38" STIFFNER PLATESBOTH SIDES303-S4032ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"313-S4033-S403SW21SW25SW24OHOHT/WINDOW FRAMEELEV=14'-10"STL. BEAMRE: PLAN &SCHEDNOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSHSS WINDOWFRAME POSTSTEEL COLUMNRE: SCHEDSTL. BEAMRE: PLAN & SCHEDSWHSWJSWKSWLSWMSWN2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"STL. BEAMRE: PLAN &SCHEDSTL. BEAMRE: PLAN &SCHEDT/WINDOW FRAMEELEV=14'-10"CLCLSTEEL COLUMNBEYONDNOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSHSS WINDOW ORDOOR STL. FRAMEREF. PLAN1'-6"REF. PLANREF. PLAN1/41/4BOTHSIDESSWHSTEEL COLUMNRE: SCHEDCL COLUMNSTL. JOISTRE: PLAN & SCHED38" STIFFNER PLATESBOTH SIDESCLCL3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFSWJSWKSWLSWMSWN2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"CL2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"SWPSTL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDHSS COLUMNREF. PLAN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTDASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITY473-S4033-S405STL. BEAM BEYONDRE: PLAN & SCHED1/81/822TYP.2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"SW19STL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS COLUMNBEYOND.REF. PLAN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTT/WINDOW FRAMEELEV=14'-10"NOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSHSS WINDOWFRAME POSTDASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITY2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"SWTSTL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS COLUMNBEYOND REF. PLAN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTHSS WINDOWFRAME POSTT/WINDOW FRAMEELEV=14'-10"NOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSDASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITYCL10"CL10"SW27STL. BEAMRE: PLAN & SCHEDHSS COLUMNREF. PLANHSS2-1/2"X2-1/2X 14TYPICALSW252ND LEVEL ELEV=11'-8"363-S4033-S404DASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITYT/WINDOW FRAMEELEV=14'-10"HSS WINDOWFRAME POSTNOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSCLJOSE 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 III\3-S403.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S12014SECTION28SECTION29SECTION30 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"3-S403SECTION24SECTION25 3/4" = 1'-0" 3/4" = 1'-0"SECTION26 3/4" = 1'-0"SECTION27 3/4" = 1'-0"SECTION31 3/4" = 1'-0"SECTION32 3/4" = 1'-0"SECTION33 3/4" = 1'-0"SECTION34 3/4" = 1'-0"SECTION35 3/4" = 1'-0"SECOND LEVEL FRAMING SECTION ANDDETAILSNOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901204CONFORMED SET
STL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFHSS2-1/2"X2-1/2X 14HSS COLUMNBEYONDSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS COLUMNBEYONDSTL. JOISTRE: PLAN & SCHEDRAMP LANDINGSWQSWS2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"ELEV= 9'-8"SWPDASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITYRAMP SLOPEMECH FLOOROPENING REF.: PLANL3 1/2X1/2X3/16 CONT.1/81/822TYP.1/81/822TYP.STL. BEAMRE: PLAN & SCHEDHSS COLUMNREF. PLAN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFHSS2-1/2"X2-1/2X 14TYPICALHSS COLUMNREF. PLANSTL. JOISTRE: PLAN & SCHEDSW252ND LEVEL ELEV=11'-8"STL. JOIST GIRDERRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS COLUMNREF. PLANHSS WINDOWFRAMING REF. PLANSTL. BEAMRE: PLAN &SCHEDSTL. JOISTRE: PLAN & SCHEDHSS COLUMN BEYONDREF. PLAN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTSW272ND LEVEL ELEV=11'-8"T/WINDOW FRAMEELEV=14'-10"DASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITYCLSTL. BEAMRE: PLAN & SCHEDHSS COLUMNREF. PLANHSS WINDOWFRAMING REF. PLANT/STL. BEAM2ND LEVEL ELEV=11'-8"T/WINDOW FRAMEELEV=14'-10"T/STL. BEAMELEV=11'-4-1/2"SW27DASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITYCLSWRHSS COLUMNREF. PLANJOIST GIRDERRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDHSS COLUMNBEYOND3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWF413-S4043-S404T/STL. BEAM2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"1/81/822TYP.STL. BEAMRE: PLAN & SCHEDHSS COLUMNREF. PLANHSS2-1/2"X2-1/2X 14TYPICALHSS COLUMNREF. PLANJOIST GIRDERRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFT/STL. BEAM2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-4-1/2"SW25CL10"HSS CURTAIN WALLFRAMING. REF. PLAN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFHSS COLUMNBEYONDSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN &SCHEDHSS2-1/2"X2-1/2X 14TYPICALHSS2-1/2"X2-1/2X 14TYPICALL3 1/2X3 1/2X3/16 CONTL3 1/2X3 1/2X3/16 CONTSW272ND LEVEL ELEV=11'-8"LANDINGELEV= 9'-8"T/HSS CURTAIN WALLELEV=25'-5-1/2"SWTCL COLUMNLANDINGELEV= 9'-8"STL. BEAMRE: PLAN & SCHEDHSS WINDOWFRAMING REF. PLANHSS COLUMNBEYONDSTL. BEAMRE: PLAN & SCHEDL3 1/2X31/2X3/16 CONTSTL. JOISTRE: PLAN & SCHED2ND LEVEL ELEV=11'-8"443-S404DASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITY1/81/822TYP.STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS COLUMNREF. PLAN & SCHEDCL COLUMN2ND LEVEL ELEV=11'-8"SW25LANDINGELEV= 9'-8"CL COLUMNSTL. BEAMRE: PLAN & SCHED3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTSTL. JOISTRE: PLAN & SCHEDSTL.COLUMNBEYONDT/WINDOW FRAMEELEV=14'-10"NOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGST/STL. BEAM2ND LEVEL ELEV=VAIREST/STL. BEAMELEV=VARIESSW6SWFSW5SWDOHOHHSS WINDOW ORDOOR STL. FRAMEREF. PLAN463-S4041/81/822TYP.STEEL COLUMNRE: SCHEDSTL. BEAMRE: PLAN & SCHEDSW8SW9SW102ND LEVEL ELEV=VARIEST/STL. BEAMELEV=VARIESSTL. BEAMRE: PLAN &SCHEDSTL. BEAMRE: PLAN &SCHEDT/WINDOW FRAMEELEV=14'-10"CLCLSTEEL COLUMNBEYONDNOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSSW14SW13SW12SW15SW16SW17HSS WINDOW ORDOOR STL. FRAMEREF. PLANREF. PLANREF. PLANJOSE 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 III\3-S404.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S120143-S404SECTION36 3/4" = 1'-0"SECTION37 3/4" = 1'-0"SECTION38 3/4" = 1'-0"SECTION39 3/4" = 1'-0"SECTION40 3/4" = 1'-0"SECTION41 3/4" = 1'-0"SECTION42 3/4" = 1'-0"SECTION43 3/4" = 1'-0"SECTION44 3/4" = 1'-0"SECTION45 3/4" = 1'-0"SECTION46 3/4" = 1'-0"SECOND LEVEL FRAMING SECTION ANDDETAILSNOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901205CONFORMED SET
2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-2"SWP21STL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS COLUMNREF. PLAN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTSW19SW20483-S4033-S405CL2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-2"SWPSTL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDHSS COLUMNREF. PLAN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTDASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITYSTL. BEAM RE:PLAN & SCHED2ND LEVEL ELEV=11'-8"T/STL. BEAMELEV=11'-2"SWP21STL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS COLUMNREF. PLAN3-1/2" CONC. OVER DECKW/ 6"X6"-W2.9XW2.9 WWFL3 1/2X3 1/2X3/16 CONTSW20SW18JOSE 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 III\3-S405.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S120143-S405SECTION47 3/4" = 1'-0"SECTION48 3/4" = 1'-0"SECTION49 3/4" = 1'-0"SECOND LEVEL FRAMING SECTION ANDDETAILSNOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901206CONFORMED SET
12 GA. TRACK SAME SIZE ASWALL STUDS (TOP & BOTTOM)SEE METAL STUD LINTEL TABLEFOR SIZE & GAGELIGHT 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.12" CMU WALLREFER TO MASONRYWALL SCHEDULESWGB/BOXED HEADERELEV=8'-8"4'-0" (WALL OPENING. REF.: ARCH DWGS.STL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHED(H2) BOXED HEADERCONNECTIONREF. : SCHEDULE2ND LEVELELEV=11'-8"33-S406MARKT & B SIDESMEMBERSHAPEBEARINGHEADER SCHEDULE12" 12 GA.TRACK12" 12 GA.TRACKH1DTL. 1/3-S40612" 12 GA.TRACK6" 12 GA.TRACKH2DTL. 2/3-S406UTILITY CLIP ANGLES(BY DESIGN)JAMB STUDS(BY DESIGN)(2) UNPUNCHED STUDS.(BY DESIGN) ATTACH TOP &BOTTOM TRACKUSING: (2)#10-16SCREWS @ 24"o.c.12" CMU WALLREFER TO MASONRYWALL SCHEDULESWT4'-0" (WALL OPENING. REF.: ARCH DWGS.STL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHED(H1) BOXED HEADERCONNECTIONREF. : SCHEDULE2ND LEVELELEV=11'-8"B/BOXED HEADERELEV=8'-8"WOOD BLOCKINGAS REQUIRED33-S406GRIDGRID2ND. LEVEL11'-8"STL. BEAMREF. PLAN AND SCHED.H1/H2 BOXEDHEADERREF. SCHEDULEREF.: ARCH DWGS.REF.: ARCH DWGS.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 III\3-S406.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S120143-S406LIGHT GAUGE BOXED HEADER FRAMINGFOR EXTERIOR WALL OPENINGSECTION1 3/4" = 1'-0"SECTION2 3/4" = 1'-0"WALL OPENING TYPICAL ELEVATION3 1/4" = 1'-0"TYPICAL BOXED HEADER CONNECTIONN.T.S.NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901207CONFORMED SET
STL. JOISTRE: PLAN & SCHEDB/TRUSS NO.2VARIESSLOPETRUSS NO.1 BEYONDB/TRUSS NO.2VARIESTRUSS NO.1 BEYONDSTL. BEAMRE: PLAN & SCHEDSLOPEB/TRUSS NO.2VARIESTRUSS NO.1 BEYONDSTL. BEAMRE: PLAN & SCHEDSW7STL. COLUMNRE: PLAN & SCHEDHSS2-1/2"X2-1/2X 14T/STL. BEAMREF. PLANSTL. JOISTRE: PLAN & SCHEDCL COLUMNSTL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT3/16SLOPESTL. BEAMRE: PLAN & SCHEDT/STL. BEAMREF. PLANSW6STL. COLUMNRE: PLAN & SCHEDCL COLUMNSTL. BEAMRE: PLAN & SCHEDSW6L3 1/2X3 1/2X3/16 CONT3/16STL. COLUMNRE: PLAN & SCHEDSLOPESTL. BEAMRE: PLAN & SCHEDT/STL. BEAMREF. PLANHSS2-1/2"X2-1/2X 14CL COLUMNSTL. BEAMRE: PLAN & SCHEDSW6L3 1/2X3 1/2X3/16 CONT3/16STL. COLUMNRE: PLAN & SCHEDSLOPESTL. BEAMRE: PLAN & SCHEDT/STL. BEAMREF. PLANSWFSW20CL COLUMNSTL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT3/16STL. JOISTRE: PLAN & SCHEDT/HSS STL. BEAMSLOPET/STL. BEAMREF. PLANELEV=25'-8"NOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSSW6SWFSW20STL. COLUMNBEYONDRE: PLAN & SCHEDHSS WINDOW ORDOOR STL. FRAMEREF. PLANCL COLUMNSTL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONTSTL. JOISTRE: PLAN & SCHEDSLOPE3/16T/HSS STL. BEAMELEV=25'-8" REF. PLANT/STL. BEAMNOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSSW5SWDSW25STL. COLUMNBEYONDRE: PLAN & SCHEDHSS WINDOW ORDOOR STL. FRAMEREF. PLANCL COLUMNSTL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONTSLOPESTL. BEAMRE: PLAN & SCHED3/16 REF. PLANT/STL. BEAMSTL. COLUMNRE: PLAN & SCHEDSW5SWDSW25SW8STL. BEAMRE: PLAN & SCHEDCLSTL. COLUMNREF. PLAN & SCHED.NOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSCLCLCLREF. PLANREF. PLANT/STL. BEAMREF. PLANHSS WINDOW STL.FRAME REF. PLANSTL. BEAMRE: PLAN &SCHEDSTL. BEAMRE: PLAN &SCHEDSTL. JOISTREF. PLAN & SCHED.MTL. DECKSW9SW10SW12SIM.SW13SW14SW16SW17SWHSWJSWKSWLSWMSWNSTL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONTSLOPESTL. BEAMRE: PLAN & SCHEDT/STL. BEAMREF. PLANSWDSLOPE REF. PLT/STL. STL. BERE: PLASWFHSS STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDCLCLSWGCLHSS STL. BEAMRE: PLAN & SCHEDREF. PLANREF. PLANHSS WINDOW ORDOOR STL. FRAMEREF. PLANNOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSSWBT/STL. BEAM & TRUSS NO.2ELEV=37'-6"SWBT/STL. BEAM & TRUSS NO.2ELEV=37'-6"SWBT/STL. BEAM ELEV=37'-6"STL. BEAMRE: PLAN & SCHEDJOSE 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 III\3-S501.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S12014ROOF LEVEL FRAMING SECTION ANDDETAILS3-S501SECTION1 3/4" = 1'-0"SECTION2 3/4" = 1'-0"SECTION3 3/4" = 1'-0"SECTION4 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"SECTION11 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901208CONFORMED SET
SW11SW6SW118"1'-0"STL. BEAMREF. PLAN & SCHED38" STIFFENERPLATES BOTH SIDESSTL. COLUMNREF. PLAN & SCHED.173-S50267°SWF183-S502812"DETAIL "A"SW11SW6STL. COLUMNREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHEDSTL. PLATE NO.1173-S502183-S502STL. BEAMREF. PLAN & SCHED67°SW11SW11SW6SW11STL. BEAMREF. PLAN & SCHEDSTL. COLUMNREF. PLAN & SCHED.173-S502STL. BEAMREF. PLAN & SCHEDSWF67°183-S5028 1/2"8"1'-0"67°48°6"42°6"6"6"93°93°42°48°8"1'-1 1/8"SW5SWDSTL. BEAMREF. PLAN & SCHEDSTL. BEAMREF. PLAN & SCHED203-S502193-S502STL. PLATE NO.2STL. PLATE NO.367°SW5STL. BEAMREF. PLAN & SCHEDSTL. BEAMREF. PLAN & SCHED203-S502193-S502SWD67°5 7/8"7 1/8"1 1/2"3"3"113°7"1 1/2"135°113°7 1/8"8"3 3/4"5 1/4"4 1/8"9 5/8"135°113°8"112°7"7"3 5/8"4 5/8"7"3 3/4"4 5/8"SWFSTL. COLUMNREF. PLAN & SCHED.STL. BRACKETSTL. BEAMREF. PLAN & SCHED38" STIFFENERPLATES BOTH SIDESSTL. PLATECONNECTIONSTL. COLUMNREF. PLAN & SCHED.STL. BRACKETSTL. BEAMREF. PLAN & SCHED38" STIFFENERPLATES BOTH SIDESSW11STL. BEAMREF. PLAN & SCHEDSTL. PLATECONNECTION38" STIFFENERPLATES BOTH SIDESSLOPESTL. BEAMREF. PLAN & SCHEDSTL. PLATECONNECTION38" STIFFENERPLATES BOTH SIDESSLOPESTL. BEAMSTL. PLATE NO.138" STIFFENERPLATES BOTH SIDESSTL. PLATE NO.3STL. BEAMSTL. PLATE NO.32SWGT/TRUSSREF. PLANT/STL. BEAMREF. PLANSTL. BEAMRE: PLAN & SCHEDSTL. PLATE CONN.L3 1/2X3 1/2X3/16 CONTGALV. METAL DECK223-S5023-S502T/TRUSSREF. PLANT/STL. BEAMREF. PLANSW20SW25SLOPESW20SW25SLOPEL3 1/2X3 1/2X3/16 CONTGALV. METAL DECKSTL. BEAMRE: PLAN & SCHEDSW21O.H.38" STIFFENERPLATES BOTH SIDES243-S5023-S502253-S5023-S503STL. COLUMNRE: PLAN & SCHED34" COLUMNCAP STL. PLATESW19SW27O.H.SLOPESW25T/STL. BEAMREF. PLANSWPT/STL. BEAMREF. PLANSTL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONTGALV. METAL DECKCLSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDT/STL. BEAMREF. PLANJOSE 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 III\3-S502.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S120143-S502SECTION12 3/4" = 1'-0"SECTION13 3/4" = 1'-0"SECTION14 3/4" = 1'-0"DETAIL "A" - STL. BRACKET CONNECTION 3/4" = 1'-0"PLAN VIEWFRONT VIEWLEFT SIDE VIEWRIGHT SIDE VIEWSECTION15 3/4" = 1'-0"SECTION16 3/4" = 1'-0"PLATE NO.11 1/2 = 1'-0"PLATE NO.31 1/2 = 1'-0"PLATE NO.21 1/2 = 1'-0"ELEVATION17 3/4" = 1'-0"ELEVATION18 3/4" = 1'-0"ELEVATION19 3/4" = 1'-0"ELEVATION20 3/4" = 1'-0"PLATE NO.1-PERSPECTIVE VIEWN.T.S.PLATE NO.2 & PLATE NO.3-PERSPECTIVE VIEWN.T.S.SECTION21 3/4" = 1'-0"SECTION22 3/4" = 1'-0"SECTION23 3/4" = 1'-0"SECTION24 3/4" = 1'-0"ROOF LEVEL FRAMING SECTION ANDDETAILSNOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901209CONFORMED SET
SWPT/STL. BEAMREF. PLANL3 1/2X3 1/2X3/16 CONTGALV. METAL DECKCLSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDSTL. COLUMNBEYONDT/STL. BEAMREF. PLAN34" COLUMNCAP STL. PLATESTL. COLUMNRE: PLAN & SCHEDSTL.BEAMBEYOND38" STIFFENERPLATES BOTH SIDESB/ CONC. BEAM26'-0"B/ STL. CHANNEL25'-10"FOR ROLL-UP & FOLDING DOOR SPEC'S REFER TO ARCHITECTURAL DRAWINGS 21'-8" (L) X 10'-0" (H.T.) DOOR ROUGH OPENINGDASHED LINE OF CONT.C15X50 NOT SHOWN FOR CLARITY2'-0"2'-0"2'-0"2'-0"4'-0" (TYP.)CLCLCLCLCLL3X3X3/8" X 24" LONGEMBED PLATE NO.110"10"4'-0" (TYP.)283-S5033-S503293-S5033-S503REFER DETAIL "A"SWASWB1'-0"CLEMBED STEEL PLATE DIM. SWASWBB/ CONC. BEAM26'-0"B/ STL. CHANNEL25'-10"293-S5033-S503CONT.C15X50CONT.C15X50STL. COLUMN. REF. PLAN & SCHED.L5X5X3/8X8 LONGL5X5X3/8X8 LONGSW1EXB/ CONC. BEAM26'-0"C/ STL. CHANNEL26'-7"B/ STL. BEAM28'-2"2"1'-8" (V.I.F.)1'-0"2'-0"12" CMU WALL@ 24" O.C.MORTAR FILL CELLSCB1W-EMBED PLATE #12#6 (TOP)2#6(4) #4 #3@12"O.C.STIRRUPSROLL-UP DOORREF. ARCH DWGS.CLL3X3X3/8" X 24"LONG. REFER DETAIL "A"CONT.C15X50CONT (BOT)SW1B/ CONC. BEAM26'-0"B/ STL. CHANNEL25'-10"CONT.C15X501'-0"STL. COLUMN BEYONDREF. PLAN & SCHED.12" CMU WALL@ 24" O.C.MORTAR FILL CELLS2"2"4"8"12" THICK STEEL PLATE W/ (2)34" DIA. X 4" STEEL STUDSEMBED PLATE NO.1PER THE NELSON STUD COMPANY1. ALL STUDS ARE 3/4" DIA X 4" STUDS NOTES:4"12"6"(ASPM A706)3"L3X3X3/8" X 24" LONGDETAIL "A"#3@123"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 III\3-S503.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S120143-S503SECTION25 3/4" = 1'-0"ROOF LEVEL FRAMING SECTION ANDDETAILSFRONT ELEVATION26 3/4" = 1'-0"FRONT ELEVATION27 3/4" = 1'-0"SECTION28 3/4" = 1'-0"SECTION29 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901210CONFORMED SET
1/4"HSS8x8HSS REF. SCHEDFULL WELDEDGRIND TO FINISHHSS4x4HSS8x8HSS4X4HSS4X41/4"HSS4X4FULL WELDEDGRIND TO FINISHHSS4x4HSS4X4 HSS4X4HSS4X41/4"FULL WELDEDGRIND TO FINISHHSS8x8HSS4x41/4"HSS8x8HSS REF. SCHEDFULL WELDEDGRIND TO FINISHHSS8x8HSS4X4HSS4X41/4"FULL WELDEDGRIND TO FINISHHSS4x4HSS8x8HSS4X41/4"FULL WELDEDGRIND TO FINISHHSS4x4B/BEAM5'-0"4'-0"5'-0"5'-0"5'-4"5'-4"5'-0"5'-0"5'-0"4'-0"HSS 4"x4"x1/4"(TYP.)HSS 8X8X1/4" (TYP.)48'-8"HSS 4"x4"x1/4"(TYP.)REF. PLANT/TRUSS9'-0"7'-0"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 8X8X1/4" (TYP.)HSS 4"x4"x1/4"(TYP.)B3-S504 3-S504
60°51°56°53°59°56°60°62°G3-S504 2-S304B3-S504 3-S504HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)T/TRUSSREF. PLANB/TRUSSE3-S504 3-S504A3-S504 2-S30488°4'-0"33'-4"4'-0"4'-0"4'-8"4'-8"4'-0"4'-0"4'-0" HSS 4X4X1/4" (TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"4'-4"HSS 4"x4"x1/4
"HSS 4"x4"x1/4"HSS 4"x4"x1/4"T/TRUSSREF. PLANB/TRUSS45°45°45°41°41°45°45°45° HSS 4X4X1/4" (TYP.)A3-S5043-S504F3-S5043-S504B3-S5043-S504A3-S5043-S504O.H.49'-4"4'-0"4'-0"4'-0"4'-0"4'-8"4'-8"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0" HSS 4X4X1/4" (TYP.)HSS 4X4X1/4" (TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"4'-4"C3-S504 3-S504HSS 4"x4"x1/4"45°45°45°45°45°41°41°45°45°45°45°45°T/TRUSSREF. PLANB/TRUSSHSS 4"x4"x1/4"A3-S504 3-S504B3-S504 3-S504F3-S504 3-S504 HSS 4X4X1/4" (TYP.)HSS 4X4X1/4" (TYP.)49'-4"4'-0"4'-0"4'-0"4'-0"4'-0"4'-8"4'-8"4'-0"4'-0"4'-0"4'-0"4'-0"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"5'-7"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"B/TRUSST/TRUSSREF. PLAN52°53°53°53°53°49°49°53°53°53°53°52°C3-S5043-S504F3-S504 3-S504A3-S504 3-S504F3-S504 3-S504B3-S504 3-S504 HSS 4X4X1/4" (TYP.)HSS 4X4X1/4" (TYP.)A3-S5043-S504O.H.49'-4"4'-0"4'-0"4'-0"4'-0"4'-0"4'-8"4'-8"4'-0"4'-0"4'-0"4'-0"4'-0" HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"6'-6"4'-3"87°42°47°45°50°43°48°49°55°51°56°53°B/TRUSST/TRUSSREF. PLANB/TRUSST/TRUSSREF. PLANC3-S504 3-S504F3-S504 3-S504A3-S504 3-S504F3-S504 3-S504B3-S504 3-S504HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"5'-0"4'-0"5'-0"5'-0"5'-4"5'-4"5'-0"5'-0"5'-0"4'-0"HSS 4"x4"x1/4"(TYP.) HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)90°48'-8"7'-0"HSS 4"x4"x1/4"(TYP.)HSS 4"x4"x1/4"(TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"(TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"58°52°52°52°50°50°52°52°52°58°HSS 4"x4"x1/4"(TYP.)T/TRUSSREF. PLANB/TRUSS HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)B3-S504 3-S504F3-S504 3-S504C3-S5043-S504A3-S5043-S504A3-S5043-S504O.H.49'-4"4'-0"4'-0"4'-0"4'-0"4'-0"4'-8"4'-8"4'-0"4'-0"4'-0"4'-0"4'-0"6'-6" HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"B/TRUSST/TRUSSREF. PLAN HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)55°55°55°55°55°51°HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"C3-S504 3-S504F3-S504 3-S504B3-S504 3-S504A3-S5043-S504F3-S504 3-S504A3-S5043-S504O.H.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 III\3-S504.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S120143-S504TRUSS-1 FRAMING ELEVATION1 1/4" = 1'-0"TRUSS-2 FRAMING ELEVATION2 1/4" = 1'-0"TRUSS-2B FRAMING ELEVATION2B 1/4" = 1'-0"TRUSS-3 FRAMING ELEVATION3 1/4" = 1'-0"TRUSS-4 FRAMING ELEVATION4 1/4" = 1'-0"TRUSS-5 FRAMING ELEVATION5 1/4" = 1'-0"TRUSS-5B FRAMING ELEVATION6 1/4" = 1'-0"N.T.S.7POD NO.1 & POD NO.2 UPPER ROOFFRAMING LEVEL -PERSPECTIVE VIEWTRUSS DETAILA 3/4" = 1'-0"TRUSS DETAILB 3/4" = 1'-0"TRUSS DETAILC 3/4" = 1'-0"TRUSS DETAILD 3/4" = 1'-0"TRUSS DETAILE 3/4" = 1'-0"TRUSS DETAILF 3/4" = 1'-0"SKYWALK PODS NO.1 AND NO.2 UPPERROOF LEVEL FRAMING TRUSSES AND DETAILSTRUSS NO.2BTRUSS NO.2TRUSS NO.5BTRUSS NO.5TRUSS NO.1TRUSS NO.4211CONFORMED SET
B/BEAM5'-0"4'-0"5'-0"5'-0"5'-4"5'-4"5'-0"5'-0"5'-0"4'-0"HSS 4"x4"x1/4"(TYP.)HSS 8X8X1/4" (TYP.)88°48'-8"HSS 4"x4"x1/4"(TYP.)HSS 4"x4"x1/4"(TYP.)REF. PLANT/TRUSS9'-0"7'-0"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 8X8X1/4" (TYP.)HSS 4"x4"x1/4"(TYP.)A3-S504 3-S504
60°51°56°53°55°52°59°56°60°62°G3-S504 2-S304B3-S504 3-S504HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)T/TRUSSREF. PLANB/TRUSSE3-S504 3-S504D3-S504 2-S3044'-0"33'-4"4'-0"4'-0"4'-8"4'-8"4'-0"4'-0"4'-0" HSS 4X4X1/4" (TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"4'-4"HSS 4"x4"x1/4
"HSS 4"x4"x1/4"HSS 4"x4"x1/4"T/TRUSSREF. PLANB/TRUSS45°45°45°41°41°45°45°45° HSS 4X4X1/4" (TYP.)D3-S5043-S504G3-S5043-S504E3-S5043-S504D3-S5043-S504O.H.49'-4"4'-0"4'-0"4'-0"4'-0"4'-8"4'-8"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0" HSS 4X4X1/4" (TYP.)HSS 4X4X1/4" (TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"4'-4"A3-S504 3-S504B3-S504 3-S504HSS 4"x4"x1/4"HSS 4"x4"x1/4"45°45°45°45°45°41°41°45°45°45°45°45°T/TRUSSREF. PLANB/TRUSSHSS 4"x4"x1/4"D3-S504 3-S504E3-S504 3-S504G3-S504 3-S504 HSS 4X4X1/4" (TYP.)HSS 4X4X1/4" (TYP.)49'-4"4'-0"4'-0"4'-0"4'-0"4'-0"4'-8"4'-8"4'-0"4'-0"4'-0"4'-0"4'-0"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"5'-7"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"B/TRUSST/TRUSSREF. PLAN52°53°53°53°53°49°49°53°53°53°53°52°B3-S5043-S504A3-S504 3-S504D3-S504 3-S504G3-S504 3-S504E3-S504 3-S504 HSS 4X4X1/4" (TYP.)HSS 4X4X1/4" (TYP.)D3-S5043-S504O.H.49'-4"4'-0"4'-0"4'-0"4'-0"4'-0"4'-8"4'-8"4'-0"4'-0"4'-0"4'-0"4'-0" HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"6'-6"4'-3"87°42°47°45°50°43°48°49°55°51°56°53°B/TRUSST/TRUSSREF. PLANB/TRUSST/TRUSSREF. PLANB3-S504 3-S504A3-S504 3-S504D3-S504 3-S504G3-S504 3-S504E3-S504 3-S504HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"5'-0"4'-0"5'-0"5'-0"5'-4"5'-4"5'-0"5'-0"5'-0"4'-0"HSS 4"x4"x1/4"(TYP.) HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)90°48'-8"7'-0"HSS 4"x4"x1/4"(TYP.)HSS 4"x4"x1/4"(TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"(TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"58°52°52°52°50°50°52°52°52°58°HSS 4"x4"x1/4"(TYP.)HSS 4"x4"x1/4"(TYP.)T/TRUSSREF. PLANB/TRUSS HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)E3-S504 3-S504B3-S504 3-S504G3-S504 3-S504A3-S5043-S504D3-S5043-S504D3-S5043-S504O.H.49'-4"4'-0"4'-0"4'-0"4'-0"4'-0"4'-8"4'-8"4'-0"4'-0"4'-0"4'-0"4'-0"6'-6" HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"B/TRUSST/TRUSSREF. PLAN HSS 8X8X1/4" (TYP.)HSS 8X8X1/4" (TYP.)55°55°55°55°55°51°HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"HSS 4"x4"x1/4"B3-S504 3-S504A3-S504 3-S504E3-S504 3-S504D3-S5043-S504G3-S504 3-S504D3-S5043-S504O.H.1/4"HSS8x8HSS REF. SCHEDFULL WELDEDGRIND TO FINISHHSS4x4HSS8x8HSS4X41/4"FULL WELDEDGRIND TO FINISHHSS4x41/4FULL WELDEDGRIND TO FINISHAWS D1.1E70XX1/41/4CC PL 8X16X12"AWS D1.1E70XX2-12HSS 4X4X1/4" (TYP)HSS
4
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4
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P)HSS 4X4X1/4" (TYP)HSS 4X4X1/4" (TYP)HSS 4X4X1/4" (TYP)CLCLCLCL1/41/41/4TYP.HSS 8X8X1/4" (TYP) PL 4X16X12"HSS 8X8X1/4" (TYP)HSS 4X4X1/4" (TYP)CCAWS D1.1E70XX2-12CLCL1/41/41/4TYP. PL 8X16X12"HSS 4X4X1/4" (TYP)HSS 4X4X1/4" (TYP) PL 4X16X12"HSS 8X8X1/4" (TYP)HSS 4X4X1/4" (TYP)HSS 8X8X1/4" (TYP)CL PL 8X16X12" PL 8X16X12"HSS 4X4X1/4" (TYP)HSS 4X4X1/4" (TYP)HSS 4X4X1/4" (TYP)CL PL 4X16X12" PL 4X16X12"HSS8x8HSS4X4HSS4X41/4"HSS4X4FULL WELDEDGRIND TO FINISHHSS4x4HSS4X4HSS4X4HSS4X41/4"FULL WELDEDGRIND TO FINISHHSS8x8HSS4x4JOSE 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 III\3-S504_A.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S12014N.T.S.7POD NO.1 & POD NO.2 UPPER ROOFFRAMING LEVEL -PERSPECTIVE VIEW3-S504ATRUSS DETAILA 3/4" = 1'-0"TRUSS DETAILB 3/4" = 1'-0"TRUSS DETAILC 3/4" = 1'-0"TRUSS-1 FRAMING ELEVATION1 1/4" = 1'-0"TRUSS-2 FRAMING ELEVATION2 1/4" = 1'-0"TRUSS-2B FRAMING ELEVATION2B 1/4" = 1'-0"TRUSS-3 FRAMING ELEVATION3 1/4" = 1'-0"TRUSS-4 FRAMING ELEVATION4 1/4" = 1'-0"TRUSS-5 FRAMING ELEVATION5 1/4" = 1'-0"TRUSS-5B FRAMING ELEVATION6 1/4" = 1'-0"TRUSS DETAILD 3/4" = 1'-0"TRUSS DETAILF 3/4" = 1'-0"TRUSS DETAILG 3/4" = 1'-0"TRUSS DETAILE 3/4" = 1'-0"TRUSS NO.2BTRUSS NO.2TRUSS NO.5BTRUSS NO.5TRUSS NO.1TRUSS NO.4TRUSS NO.4SKYWALK PODS NO.1 AND NO.2 UPPER ROOF LEVELFRAMING TRUSSES AND DETAILS (ALTERNATE)212CONFORMED SET
T/STEEL37'-6"HSS COLUMNRE: SCHEDSTL. BEAMRE: PLAN & SCHEDREF. PLANREF. PLANHSS COLUMNRE: SCHEDSTEEL TRUSSBEYONDTRUSSREF. PLAN & SCHED.HSS COLUMNRE: SCHEDTRUSSREF. PLAN & SCHED.NOTE: FOR TRUSS ELEVATIONSAND STL. FRAMING CONNECTIONSREFER TO SHEET 3-S504.SW1SWT1SWT2SW4SW18SW26DASHED LINE OF12"CMU WALL. NOTSHOWN FOR CLARITYHSS WINDOW FRAMERE: PLAN & SCHED.1.5 VL1 MTL.DECK BY VULCRAFT(TYP.)L3 1/2X1/2X3/16 CONT.L3 1/2X1/2X3/16 CONT.CL COLUMNHSS COLUMNRE: SCHEDSTL. BEAMRE: PLAN & SCHEDT/STEEL46'-4"T/ STL. TRUSS37'-6"HSS WINDOW STL.FRAME REF. PLANSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSWT1SWT2O.H.33-S505STL. TRUSSREF. PLAN &SCHEDULEC3-S505SWTBHSS COLUMNRE: SCHEDCL COLUMNSTL. BEAMRE: PLAN & SCHEDT/ STL. TRUSS37'-6"T/STEEL46'-4"STL. BEAMRE: PLAN & SCHEDREF. PLANHSS WINDOW STL.FRAME REF. PLANNOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGS43-S5053-S505SWTAO.H.STL. TRUSSREF. PLAN &SCHEDULED3-S505D3-S505CL COLUMNSTL. BEAMRE: PLAN & SCHED.T/STL. TRUSS37'-6"T/STEEL46'-4"HSS WINDOW STL.FRAME REF. PLANSTL. TRUSSREF. PLAN &SCHEDULESWT1SWT2O.H.B3-S505SWBCL COLUMNSTL. BEAMRE: PLAN & SCHEDHSS COLUMNRE: SCHEDT/STEEL46'-4"T/STL. TRUSS37'-6"NOTE: FOR TRUSS ELEVATIONSAND STL. FRAMING CONNECTIONSREFER TO SHEET 3-S504.HSS WINDOW STL.FRAME REF. PLANSTL. TRUSSREF. PLAN &SCHEDULESWAO.H.SWTBSWTAO.H.STL. TRUSSREF. PLAN &SCHEDULE1.5 VL1 MTL.DECK BY VULCRAFT(TYP.)L3 1/2X1/2X3/16 CONT.REF PLANTRUSS ELEV.STL. BEAMRE: PLAN &SCHEDSTL. BEAMRE: PLAN & SCHEDHSS COLUMNRE: SCHEDSTL. BEAMRE: PLAN & SCHEDHSS COLUMN BEYONDRE: PLAN & SCHED.STL. BEAMRE: PLAN & SCHEDCL COLUMN73-S5063-S50583-S5053-S506STL. TRUSSREF. PLAN &SCHEDULESWBSWAO.H.SWTBSWTAO.H.SWGSWCO.H.HSS WINDOW STL.FRAME REF. PLANHSS COLUMN WINDOWFRAME RE: PLAN & SCHED.CL112"A3-S5053-S1131.5 VL1 MTL.DECK BY VULCRAFT(TYP.)L3 1/2X1/2X3/16 CONT.8"4"12"HSS WINDOW STL.FRAME REF. PLANSTL. TRUSSREF. PLAN &SCHEDULET/STL. TRUSS37'-6"D3-S5058"8"PLAN VIEW @ STL. PLATEHSS WINDOW STL.FRAME REF. PLANSTL. TRUSSREF. PLAN &SCHEDULEB3-S5053-S505D3-S505PL8"X8"1/2"8"4"12"STL. COLUMN REF. PLANSTL. TRUSSREF. PLAN &SCHEDULET/STL. TRUSS37'-6"D3-S5058"STL. BEAMREF. PLANSTL. TRUSSREF. PLAN &SCHEDULE8"C3-S5053-S505D3-S505PL8"X8"1/2"PLAN VIEW @ STL. PLATE4"4"T/STL. TRUSS37'-6"STL. TRUSSREF. PLAN &SCHEDULE2A3-S5053-S5051A3-S5053-S505STL. BEAMREF. PLANSTL. TRUSSREF. PLAN &SCHEDULE8"2"4"C3-S5053-S505D3-S5058"2"1/2" STIFFENERPLATESPLAN VIEW @ STIFFENER8"8"PLAN VIEW @ STIFFENERSTL. TRUSSREF. PLAN &SCHEDULE2"4"B3-S5053-S505D3-S5052"2"1/2" STIFFENERPLATES BOTH SIDESHSS COLUMNCOLUMN PLATECONNECTIONSTL. TRUSSSTL BEAMHSS WINDOWFRAMECOLUMN PLATECONNECTIONSTL. TRUSSJOSE 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 III\3-S505.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S12014ROOF LEVEL FRAMING SECTION ANDDETAILSSECTION1 3/4" = 1'-0"3-S505SECTION2 3/4" = 1'-0"SECTION3 3/4" = 1'-0"SECTION4 3/4" = 1'-0"SECTION5 3/4" = 1'-0"SECTION6 3/4" = 1'-0"SCALE: 1 1/2"=1'-0"STEEL COLUMN PLATE CONN.1ASCALE: 1 1/2"=1'-0"SECTIONBSCALE: 1 1/2"=1'-0"SECTIONCSCALE: 1 1/2"=1'-0"COLUM PLATE CONN.-FRONT VIEWDSCALE: N.T.S.COLUMN STL. PLATE-PERSPECTIVE VIEWSCALE: 1 1/2"=1'-0"STEEL COLUMN PLATE CONN.2ANOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901213CONFORMED SET
SW3REF PLANTRUSS ELEV.CL COLUMNSTL. BEAMRE: PLAN & SCHEDSTL. TRUSSREF. PLAN &SCHEDULESW22T/STEELSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS COLUMNRE: PLAN &SCHEDSTL. BEAMRE: PLAN & SCHEDSW3SW22T/STEELRE: PLAN & SCHEDRE: PLAN & SCHEDSWAREF PLANTRUSS ELEV.REF PLANSTL. BEAM ELEV.CL COLUMNHSS COLUMNRE: SCHEDHSS BEAMRE: SCHED103-S5053-S506STL. TRUSSREF. PLAN &SCHEDULESW2REF PLANTRUSS ELEV.REF PLANSTL. BEAM ELEV.HSS COLUMNRE: SCHEDHSS BEAMRE: SCHEDSTL. TRUSSREF. PLAN &SCHEDULECL COLUMNHSS COLUMNRE: SCHEDSTL. BEAMRE: PLAN & SCHEDT/STEEL BEAM37'-6"T/STEEL46'-4"STL. BEAMRE: PLAN &SCHEDSW18STL. BEAMRE: PLAN & SCHEDSTL. TRUSSREF. PLAN &SCHEDULESW26O.H.SWT1SWT2O.H.123-S506133-S5063-S506C3-S505O.H.SW3HSS COLUMNRE: SCHEDCL COLUMNSTL. BEAMRE: PLAN & SCHEDTRUSS37'-6"T/STEEL46'-4"STL. BEAMRE: PLAN & SCHEDSTL. TRUSSREF. PLAN &SCHEDULED3-S505HSS COLUMNRE: SCHEDCL COLUMNSTL. BEAMRE: PLAN & SCHEDTRUSS37'-6"T/STEEL46'-4"STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. TRUSSREF. PLAN &SCHEDULESW32A3-S5053-S506HSS COLUMNBEYONDSTL JOISTRE: PLAN & SCHEDSLOPESW27CL COLUMNSW19T/ STEEL BEAMREF. PLANHSS WINDOW STL.FRAME REF. PLAN REF. PLANT/STEEL BEAMSLOPEL3 1/2X3 1/2X3/16 CONTL3 1/2X3 1/2X3/16 CONTGALV. METAL DECKT/ WIN. FRAMEREF. PLAN183-S5063-S506STABILIZER PL 6X6X3/4.TYPICALDO NOT WELD BOTTOMCHORD TO STABILIZERPLATE TYPSW19 REF. PLANT/STEEL BEAMSLOPEHSS COLUMNREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.L3 1/2X3 1/2X3/16 CONTGALV. METAL DECKSW27CL COLUMNT/ STEEL BEAMREF. PLANSLOPEL3 1/2X3 1/2X3/16 CONTHSS COLUMNREF. PLAN & SCHED.STEEL BEAMREF. PLAN & SCHED.SW19O.H.38" STIFFENERPLATES BOTH SIDESSTEEL BEAMREF. PLAN & SCHED.SLOPESW23SW25173-S5063-S506GALV. METAL DECKSWTGALV. METAL DECKCLSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDT/STL. BEAMREF. PLAN34" COLUMNCAP STL. PLATESTL. COLUMNRE: PLAN & SCHED38" STIFFENERPLATES BOTH SIDESCLSTL. COLUMNREF. PLAN & SCHED.NOTE: FOR DOOR/WINDOWOPENINGS AND LOCATIONREFER TO ARCH DRAWINGSCLCLCLREF. PLANREF. PLANT/STL. BEAMREF. PLANHSS WINDOW STL.FRAME REF. PLANSTL. BEAMRE: PLAN &SCHEDSTL. JOISTREF. PLAN & SCHED.MTL. DECKSWRSTL. BEAMRE: PLAN &SCHEDT/WIN. FRAMEREF. PLANJOSE 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 III\3-S506.dwg Jul 12, 2017 - 4:03pm daranAS SHOWN07-14-2017S12014ROOF LEVEL FRAMING SECTION ANDDETAILS3-S506SECTION7 3/4" = 1'-0"SECTION8 3/4" = 1'-0"SECTION9 3/4" = 1'-0"SECTION10 3/4" = 1'-0"SECTION11 3/4" = 1'-0"SECTION12 3/4" = 1'-0"SECTION13 3/4" = 1'-0"SECTION14 3/4" = 1'-0"SECTION15 3/4" = 1'-0"SECTION16 3/4" = 1'-0"SECTION17 3/4" = 1'-0"SECTION18 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901214CONFORMED SET
HSS COLUMNREF. PLAN & SCHED.SLOPESW23SW19L3 1/2X3 1/2X3/16 CONTGALV. METAL DECKSLOPESTL. BEAMRE: PLAN &SCHEDT/STL. BEAMREF. PLAN203-S5073-S507SWTGALV. METAL DECKCLSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDT/STL. BEAMREF. PLANSTL. COLUMNRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONTSWPGALV. METAL DECKCLSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDT/STL. BEAMREF. PLANSTL. COLUMNRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONTT/STL. BEAMREF. PLANSWPGALV. METAL DECKCLSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDT/STL. BEAMREF. PLANSTL. COLUMNRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONTT/STL. BEAMREF. PLAN38" STIFFENERPLATES BOTH SIDESJOSE 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 III\3-S507.dwg Jul 12, 2017 - 4:04pm daranAS SHOWN07-14-2017S120143-S507SECTION19 3/4" = 1'-0"SECTION20 3/4" = 1'-0"SECTION21 3/4" = 1'-0"ROOF LEVEL FRAMING SECTION ANDDETAILSSECTION22 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901215CONFORMED SET
SW212'-6"8'-3"10'-2"1'-6"15'-5"8'-5"14'-0"15'-0"15'-0"12'-5"9'-7"HSS8X8X14" @14'-4"13-S6021'-8"V.I.F.1'-0"14'-8" V.I.F.EXISTING ADJACENT BUILDING TO REMAINC15x50 CONT.EXISTING STEELCOLUMN TO REMAINSW1A20AQAPSWAAN.8AN.6AP.1AP.3AP.4AP.5AP.6AQ.2AQ.3AQ.4AQ.5HSS8X8X14" @14'-4"HSS8X8X14" @14'-4"HSS8X8X14" @14'-4"HSS8X8X14" @14'-4"HSS8X8X14" @14'-4"HSS8X8X14" @14'-4"43-S601 3-S60123-S6021'-0"12'-6"8'-3"10'-2"9'-10"8'-5"7'-0"7'-6"7'-6"6'-2"9'-7"7'-1"7'-0"7'-6"6'-2"7'-6"AN.913-S602HSS8X8X14" @14'-4"1'-8"V.I.F.14'-8" V.I.F.EXISTING ADJACENT BUILDING TO REMAINEXISTING STEELCOLUMN TO REMAINSW2SW1A20AQAPSWAAN.8AN.7AN.6AP.1AP.2AP.3AP.4AP.5AP.6AQ.1AQ.2AQ.3AQ.4AQ.5103-S601 3-S70343-S601 3-S60123-S60212'-6"1'-8"V.I.F.8'-3"10'-2"1'-6"8'-3"8'-5"14'-0"15'-0"15'-0"12'-5"9'-7"13-S602SC1F37'-2"1'-0"14'-8" V.I.F.EXISTING ADJACENT BUILDING TO REMAINEXISTING STEELCOLUMN TO REMAINSC1F3SC1F4.5SC1F3F3F3F3F3F3F3SW2SW1A20AQAPSWAAN.8AN.6AP.1AP.3AP.5AP.6AQ.2AQ.3AQ.4AQ.5SC1SC1SC1SC1SC1SC123-S60243-S601 3-S6010'-0"F.F. ELEV.14'-9"T/STEEL31'-2"T/STEELEXISTING ADJACENT BUILDING TO REMAINHSS8X8X1/4HSS8X8X1/4A20EXISTING STL.COLUMN TOREMAIN1'-8"V.I.F.NOTE:FOR POD NO.1 STRUCTURALSTEEL FRAMING AND DETAILSREFER TO SHEET S104.19SW4SWT2SW1SWT1SW3SW2C15x50CONT.43-S601 3-S601SWASWBSWTASWTBAQSAQ30'-10"T/STEEL CHANNEL14'-0"C/STEEL CHANNELC15x50 CONT.C15x50 CONT.HSS8X8X1/4HSS8X8X1/453-S601 3-S601DASHED LINE OF SCREENWALL EXTERIOR FINISHES.REFER TP ARCH DRAWINGSDASHED LINE OF SCREENWALL EXTERIOR FINISHES.REFER TP ARCH DRAWINGSEXISTING BUILDINGOUTLINEJOSE 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 III\3-S601.dwg Jul 12, 2017 - 4:04pm daranAS SHOWN07-14-2017S12014SCREEN WALL STEEL FRAMING ENLARGEDPLAN, SECTIONS AND DETAILS 1/8" = 1'-0"GROUND LEVEL ENLARGED PLAN 1 1/8" = 1'-0"LOWER FRAMING ENLARGED PLAN 2 1/8" = 1'-0"UPPER FRAMING ENLARGED PLAN 3 1/8" = 1'-0"FRAMING SECTION 4N.T.S.PERSPECTIVE VIEWN.T.S.PERSPECTIVE VIEWF33'-0" X 3'-0"X16"FOOTING SCHEDULEMARK DIMENSIONSREINFORCING"t""N""B"BASE PLATEMARKSHAPESTEEL COLUMN SCHEDULEANCHOR BOLTS"L"SIZEQUANTITYSC114" 14" 1/2"(4)3/4"HSS8X8X1/412"(4) #6 E.W. TOP & BOTTOMF4.54'-6" X 3'-0"X16"(4) #6 E.W. TOP & BOTTOM3-S601 1/8" = 1'-0"FRAMING SECTION5NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901216CONFORMED SET
0'-0"F.F. ELEV.14'-9"T/STEEL31'-2"T/STEELEXISTING ADJACENT BUILDING TO REMAINHSS8X8X1/4HSS8X8X1/4A20EXISTING STL.COLUMN TOREMAINC15x50CONT.1'-8"V.I.F.NOTE:FOR POD NO.1 STRUCTURALSTEEL FRAMING AND DETAILSREFER TO SHEET S104.19SW4SWT2SW1SWT1SW3SW2HSS8X8X1/4HSS8X8X14@ 31'-2"C15x50 CONT.EXISTING STL.COLUMN TO REMAIN8"-18 GA METAL STUDWALL INFILL @ 16" O.C.@ 14'-4"103-S601 3-S7038'-4"7'-1"8'-5"7'-0"7'-0"7'-6"7'-6"7'-6"7'-6"6'-2"6'-2"9'-7"HSS8X8X1/4HSS8X8X1/4 HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/414'-9"T/STEEL31'-2"T/STEEL8'-3"10'-2"1'-6"8'-3"10'-2"1'-6"HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4HSS8X8X1/423-S602 3-S602NOTE:FOR POD NO.1 STRUCTURALSTEEL FRAMING AND DETAILSREFER TO SHEET 3-S201A3-S602 3-S602HSS8X8X1/4HSS8X8X1/4 HSS8X8X1/4HSS8X8X1/4HSS8X8X1/4AN.9AQAPSWAAN.8AN.7AN.6AP.1AP.2AP.3AP.4AP.5AP.6AQ.1AQ.2AQ.3AQ.4AQ.5SWBSWTASWTB4"4"8"-18 GA METAL STUDWALL INFILL @ 16" O.C.33-S601 3-S40193-S601 3-S506HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4B3-S602 3-S602C3-S602 3-S602D3-S6023-S602E3-S602 3-S602F3-S602 3-S602I3-S602 3-S602G3-S602 3-S602H3-S602 3-S602J3-S602 3-S60233-S602 3-S6021/4"FULL WELDEDGRIND TO FINISHHSS8X8X14HSS8X8X14HSS8X8X141/4"FULL WELDEDGRIND TO FINISHHSS8X8X14HSS8X8X14HSS8X8X14FULL WELDEDGRIND TO FINISH1/4"HSS8X8X14HSS8X8X14HSS8X8X14HSS8x8X1/4HSS8x8X1/4HSS8x8X1/4FULL WELDEDGRIND TO FINISH1/4"F.F.ELEV.0'-0"HSS 4X4X14 POSTPERFORATEDSCREEN WALLBY OTHERST/STL. BEAM14'-9"4"T/HSS BEAM0'-8"SIDEWALKREF. CIVIL4"SCREEN WALLFINISHES. REFARCH DWGS.SLOPEHSS 8X8X141/4"FULL WELDEDGRIND TO FINISHHSS8X8X14HSS4X4X14HSS8x8X1/4HSS8X8X14HSS4X4X14FULL WELDEDGRIND TO FINISH1/4"HSS4X4X14
HSS4X4X14FULL WELDEDGRIND TO FINISH1/4"HSS4X4X1
41/4"HSS4X4X14FULL WELDEDGRIND TO FINISH1/4"HSS8X8X14HSS4X4X14FULL WELDEDGRIND TO FINISH1/4"HSS8X8X14HSS8X8X14HSS8X8X14PERFORATEDSCREEN WALLBY OTHERSHSS 4X4X14HSS 8X8X14SCREEN WALLFINISHES. REFARCH DWGS.SCREEN WALLFINISHES. REFARCH DWGS.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 III\3-S602.dwg Jul 12, 2017 - 4:04pm daranAS SHOWN07-14-2017S120143-S602DETAILA 3/4" = 1'-0"DETAILB 3/4" = 1'-0"DETAILC 3/4" = 1'-0"DETAILD 3/4" = 1'-0"DETAILE 3/4" = 1'-0"DETAILF 3/4" = 1'-0"DETAILG 3/4" = 1'-0"DETAILH 3/4" = 1'-0"DETAILI 3/4" = 1'-0" 1/8" = 1'-0"FRAMING FRONT ELEVATION 1 1/8" = 1'-0"FRAMING SIDE ELEVATION 23/4" = 1'-0"FRAMING SECTION3DETAILJ 3/4" = 1'-0"N.T.S.PERSPECTIVE VIEWSCREEN WALL ELEVATIONS, FRAMINGCONNECTIONS AND DETAILSNOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901217CONFORMED SET
28'-8"30'-0"30'-0"30'-0"1'-4"13'-4"201918171614EXISTING BUILDING8'-3"10'-2"1'-6"8'-3"10"21SW2SW11'-8"(V.I.F.)TS8'-3"10'-2"1'-6"8'-3"AQ.5AQ.3AQ.4AQ.2AQ.1UQ10'-8"(V.I.F.)40'-4"(V.I.F.)SC1F7SC1SC1SC1SC1F7F7F7F7FOR SCREEN WALLFOOTING LAYOUTREF. FOR SHEET 3-S5011315'-0"(V.I.F.)BASE PLATE COLCOLSTL. PL. A3619"x19"x3/4"1'-4"112"112"112"1'-4"112"1'-7"BASE PLATE BP1PEDESTAL FOR(8) #5#3@4"1'-10"1'-10"AA4-A307 3/4"Ø X 18"BOLTS 12" EMBEDMENTCOLUMN PEDESTAL22"x22"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 SCHED.2'-4" MIN.1'-4"1-1/2"REBAR REINF#3@12"REF. FOOTING SCHED.REFER TO SCHEDULE30'-0"30'-0"30'-0"EXISTING BUILDINGSC1F7SC1SC1F7F715'-0"(V.I.F.)4568913'-0"SC1F7SC1F73EXISTINGROUND COLUMNSTO REMAIN3.530'-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 III\3-S701.dwg Jul 13, 2017 - 5:07pm daranAS SHOWN07-14-2017S12014CANOPY E - ENLARGED FOUNDATION PLAN 1/8" = 1'-0"CANOPY "E" (EAST) - ENLARGED FOUNDATION PLANNORTH1NORLANDO SANFORD INTERNATIONAL AIRPORTCANOPY "E" (EAST)KEY PLANCANOPY "E" (WEST)3-S70112"TOP 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 16" MIN. BELOW ADJACENT FINISH GRADE. VERIFY ALL TOPOF FOOTING 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.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLOPES AND RECESSES. SEEPLUMBING DRAWINGS FOR EXACT LOCATIONS.5.FOOTING SCHEDULEMARK DIMENSIONSREINFORCING"t""N""B"BASE PLATEMARKSHAPESTEEL COLUMN SCHEDULEANCHOR BOLTS"EMB."SIZEQUANTITY19" 19" 3/4"(4)3/4"W12X6512"SC1STEEL COLUMN BASE PLATE6 #6 O.C. E.W. TOP & BOTTOMF77'-0" X 7'-0" X 16"TYP. COLUMN ON SPREAD FOOTING3/4" = 1'-0"SECTION "A-A"3 1/8" = 1'-0"CANOPY "E" (WEST) - ENLARGED FOUNDATION PLAN2NORTHN218CONFORMED SET
30'-0"30'-0"13'-0"30'-0"4568EXISTING BUILDINGW16X67W16X67W10X4918K418K418K4GALV. METAL DECK(SEE NOTE NO.4)W10X49W10X49W16X6713-S701B 3-S702915'-0"(V.I.F.)10K133-S701B 3-S70243-S701B3-S702113-S701B3-S703EXISTING PARAPET (V.I.F.)NEW PARAPET EXTENSION (REFER TO ARCH DRAWINGS)(2) C15X50123-S701B3-S703W10X49O.H.CONTRACTOR MUST CONNECTNEW BEAM TO EXISTING BEAM.VERIFY IN FIELD FINALELEVATION.MAX REACTION=1.8 KIPS18K43EXISTINGROUND COLUMNSTO REMAINW16X67G/C TO VERIFY EXISTINGCANOPY SUPPORT. CUTIF NEEDED AND SUPPORTON NEW COLUMN.3.530'-0"153-S701B 3-S703143-S701B 3-S703LEGENDMOMENT CONNECTIONSSHEAR CONNECTIONS28'-8"30'-0"30'-0"30'-0"1'-4"12'-11"20191817161421TSEXISTING BUILDINGW16X67W16X67W16X67W10X4918K418K418K418K4GALV. METAL DECK(SEE NOTE NO.4)W16X67W10X49W10X49W10X4910K18'-3" (V.I.F.)AQ.5SW2AQ.3AQ.4AQ.2AQ.14'-11"(V.I.F.)1'-3"SW11'-8"(V.I.F.)B/DECK15'-8 1/2"UW16X6713-S701B 3-S7021315'-0"(V.I.F.)10K1Q10'-8"(V.I.F.)40'-4"(V.I.F.)W10X49W10X49CONTRACTOR MUSTCONNECT NEW BEAM TOEXISTING BEAM. VERIFY INFIELD FINAL ELEVATION.MAX REACTION=1.8 KIPS23-S701B 3-S70233-S701B 3-S70243-S701B 3-S70253-S701B 3-S702103-S701B 3-S703113-S701B 3-S703G/C TO COORDINATE W/ARCH. DWGS. PARAPETEXTENSION TO MATCHEXISTING ADJACENTPARAPET83-S701B 3-S703C15X50EXISTING PARAPET (V.I.F.)NEW PARAPET EXTENSION (REFER TO ARCH DRAWINGS)(2) C15X50123-S701B 3-S703HSS8X8X1/4W10X49B/DECK15'-8 1/2"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 III\3-S701B.dwg Jul 13, 2017 - 5:07pm daranAS SHOWN07-14-2017S12014CANOPY E - ENLARGED ROOF FRAMING PLAN3-S701B 1/8" = 1'-0"CANOPY "E" (EAST) - ENLARGED ROOF FRAMING PLANNORTH1N 1/8" = 1'-0"CANOPY "E" (WEST) - ENLARGED ROOF FRAMING PLAN2NORTHNTOP OF STEEL ELEVATIONS REFERENCED FROM FINISH FLOOR ELEVATION.1.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. VERIFY ALLDIMENSIONS W/ ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.2.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL SLEEVES, PIPES,INSERTS AND EMBEDDED ITEMS.3.4.CANOPY ROOF FRAMING NOTES5.REFER TO COLUMN SCHEDULE FOR COLUMN SIZES.6.UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL WIDE FLANGE SHAPESTO BE A992 GRADE 50 STEEL.7.STEEL FRABRICATOR IS RESPONSABLE FOR THE DESIGN AND DETAILING OFALL MOMENT CONNECTIONS NOT SPECIFIED IN THE DRAWINGS INCLUDINGBEAM AND/OR COLUMN STIFFENERS AND DOUBLERS IF REQUIRED.METAL DECK: 1.5-20GA. TYPE B BY VULCRAFT .NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701BORLANDO SANFORD INTERNATIONAL AIRPORTCANOPY "E" (EAST)KEY PLANCANOPY "E" (WEST)219CONFORMED SET
SSTL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.T/CONC. SLAB16'-0"(EXISITNG)B/DECK15'-8 12"CLSTL. JOIST RE:PLAN & SCHEDTCLSTL. BEAMRE: PLAN & SCHEDUSTL. COLUMNRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHED38" STIFFENERPLATES BOTH SIDESL3 1/2X3 1/2X3/16 CONT.HSS2-1/2"X2-1/2X 1412"X12"X12" STL.COLUMN PLATE6"-18GA. MTL. STUDSAT 16" O.C. MAX., TYP.4X4X4"-16 GA.CLIP WITH (4)0.145 PAF TO STEEL AND (4)#10 TEK SCREWS TO STUD, TYP.L 4X4X14" CONT.WELDED TO STL BEAM4X4X4"-16 GA.CLIP WITH (4)0.145 PAF TO STEEL AND (4)#10 TEK SCREWS TO STUD, TYP.CONT. 18 GA. TRACK W/ (1)#10 TEK SCREW TO STUDEA. SIDEPARAPET WALL FINISHES.REF. ARCH DWGS.G/C TO COORDINATE W/ ARCH. DWGS. PARAPETEXTENSION TO MATCH EXISTING ADJACENT PARAPETSLOPESLOPESLOPESLOPEB/SOFFITREF. ARCH.6'-6"CONT. 18 GA. TRACK W/ (1)#10 TEK SCREW TO STUDEA. SIDE21STL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.STL. JOISTRE: PLAN & SCHEDB/DECK6"-18GA. MTL. STUDSAT 16" O.C. MAX., TYP.4X4X4"-16 GA.CLIP WITH (4)0.145 PAF TO STEEL AND (4)#10 TEK SCREWS TO STUD, TYP.L 4X6X14" CONT.WELDED TO STL. BEAM6'-6"B/SOFFITREF. ARCH.CONT. 18 GA. TRACK W/ (1)#10 TEK SCREW TO STUDEA. SIDEPARAPET WALL FINISHES.REF. ARCH DWGS.B/DECK17STL. COLUMNRE: PLAN & SCHED38" STIFFENERPLATES BOTH SIDES12"X12"X12" STL.COLUMN PLATE1/41/4BOTHSIDES181920STL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDB/DECK17181920STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS2-1/2"X2-1/2X 14CLCLSQ73-S7023-S702"C" CHANNELRE: PLAN & SCHED"C" CHANNELRE: PLAN & SCHEDB/DECK15'-8 12"STL. BEAMRE: PLAN & SCHEDDASHED LINE OFSCREEN WALL STL.FRAMING. REFER TOSHEET 3-S501CCLC/C-CHANNEL14'-0"CL2'-3"CLHSS 6X6X14STUB COLUMNHSS 8X8X14RE: PLAN & SCHEDL7"L3 1/2X3 1/2X3/16 CONT.HSS 6X6X14STUB COLUMNSTL JOISTRE: PLAN & SCHEDSTL JOISTRE: PLAN & SCHEDB/DECKSTL BEAMRE: PLAN & SCHEDHSS2-1/2"X2-1/2X 14CL2'-334""C" CHANNELRE: PLAN & SCHEDEXISTING STL.COLUMNEXISTING STL.COLUMN4X4X4"-16 GA.CLIP WITH (4)0.145 PAF TO STEEL AND (4)#10 TEK SCREWS TO STUD, TYP.6"-18GA. MTL. STUDSAT 16" O.C. MAX., TYP.CONT. 18 GA. TRACKW/ (1)#10 TEK SCREWTO STUD EA. SIDE &(4) 0.145 PAF STEEL (TYP)L3 1/2X3 1/2X3/16 CONT.83-S7023-S70393-S7023-S70363-S7023-S702B/DECK20STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS2-1/2"X2-1/2X 1421STL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.4X4X4"-16 GA.CLIP WITH (4)0.145 PAF TO STEEL AND (4)#10 TEK SCREWS TO STUD, TYP.6"-18GA. MTL. STUDSAT 16" O.C. MAX., TYP.L 4X6X14" CONT.WELDED TO STL. BEAMSTL. BEAMRE: PLAN & SCHEDEXISTING STL.COLUMN6'-6"B/SOFFITREF. ARCH.CONT. 18 GA. TRACK W/ (1)#10 TEK SCREW TO STUDEA. SIDEPARAPET WALL FINISHES.REF. ARCH DWGS.HSS2-1/2"X2-1/2X 14"C"-CHANNELRE: PLAN & SCHED14'-0"C/C-CHANNEL20STL. JOISTRE: PLAN & SCHEDCL38" STIFFENERPLATES BOTH SIDES"C"-CHANNELRE: PLAN & SCHEDHSS6X6X14STUB COLUMNL3 1/2X3 1/2X3/16 CONT.2'-334"B/DECK1/81/822TYP.STL. JOISTRE: PLAN & SCHED"C"-CHANNELRE: PLAN & SCHEDHSS6X6X14STUB COLUMN38" STIFFENERPLATES BOTH SIDES"C"-CHANNELRE: PLAN & SCHEDHSS 8X8X14RE: PLAN & SCHEDHSS 6X6X14STUB COLUMNL3 1/2X3 1/2X3/16 CONT.CONT. 18 GA. TRACKW/ (1)#10 TEK SCREWTO STUD EA. SIDE &(4) 0.145 PAF STEEL (TYP)L3 1/2X3 1/2X3/16 CONT.MTL. DECKJOSE 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 III\3-S702.dwg Jul 13, 2017 - 5:07pm daranAS SHOWN07-14-2017S12014CANOPY "E"- FRAMING SECTIONS ANDDETAILS3-S702SECTION1 3/4" = 1'-0"SECTION2 3/4" = 1'-0"SECTION3 3/4" = 1'-0"SECTION4 3/4" = 1'-0"SECTION6 3/4" = 1'-0"SECTION5 3/4" = 1'-0"SECTION7 3/4" = 1'-0"STEEL FRAMING CONNECTIONS- PERSPECTIVE VIEWS N.T.S.NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901220CONFORMED SET
20"C"-CHANNELRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.STL. BEAMRE: PLANL 4X6X14" CONT.WELDED TO STL. BEAML3 1/2X3 1/2X3/16 CONT.CLSW2211'-3"HSS2-1/2"X2-1/2X 14T/STEEL14'-4"HSS8X8X 1/4HSS STL. COLUMNREF. PLAN ONSHEET 3-S50114'-0"C/C-CHANNELB/DECK1'-0"CEQ.EQ.LHSS 6X6X14STUB COLUMN6"-18GA. MTL. STUDSAT 16" O.C. MAX., TYP.53-S7023-S703103-S7033-S70320"C"-CHANNELRE: PLAN & SCHEDC/C-CHANNEL14'-0"CLEXISTING STL.COLUMNHSS 8X8X14RE: PLAN & SCHEDDASHED LINE OFSCREEN WALL STL.FRAMING. REFER TOSHEET 3-S501CL10"L3 1/2X3 1/2X3/16 CONT.4X4X4"-16 GA.CLIP WITH (4)0.145 PAF TO STEEL AND (4)#10 TEK SCREWS TO STUD, TYP.6"-18GA. MTL. STUDSAT 16" O.C. MAX., TYP.CONT. 18 GA. TRACKW/ (1)#10 TEK SCREWTO STUD EA. SIDE &(4) 0.145 PAF STEEL (TYP)L3 1/2X3 1/2X3/16 CONT.STL. BEAMRE: PLAN & SCHED14'-4"T/STEELB/DECKHSS2-1/2"X2-1/2X 14>6X6X.25")STL. PL. .25"E70 XX1/4"1/4"E70 XX1/4"1/4"E70 XX1/4"1/4"STL. PL. .25">6X6X.25")FRONT VIEWSIDE VIEWCLSTL JOISTRE: PLAN & SCHEDPERSPECTIVE VIEWSTL. BRACKETREF. DET. "A"14STL. JOISTRE: PLAN & SCHED(2) "C"-CHANNELRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.B/DECKB/DECKSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS2-1/2"X2-1/2X 14(2) "C"-CHANNELRE: PLAN & SCHED133-S7033-S603(2) C-CHANNELRE: PLAN & SCHEDUSTL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.HSS2-1/2"X2-1/2X 146"-18GA. MTL. STUDSAT 16" O.C. MAX., TYP.4X4X4"-16 GA.CLIP WITH (4)0.145 PAF TO STEEL AND (4)#10 TEK SCREWS TO STUD, TYP.L 4X4X14" CONT.WELDED TO STL BEAM4X4X4"-16 GA.CLIP WITH (4)0.145 PAF TO STEEL AND (4)#10 TEK SCREWS TO STUD, TYP.CONT. 18 GA. TRACK W/ (1)#10 TEK SCREW TO STUDEA. SIDEPARAPET WALL FINISHES.REF. ARCH DWGS.SLOPEB/SOFFITREF. ARCH.6'-6"CONT. 18 GA. TRACK W/ (1)#10 TEK SCREW TO STUDEA. SIDEB/DECKSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHED3.5FACE OF EXISTINGBIDGE WALLJOIST TOP CHORDEXTENSIONAS NEEDEDL3 1/2X3 1/2X3/16 CONT.1/81/82 @ 122 @ 12STL. BEAMRE: PLAN & SCHED3.538" STIFFENERPLATES BOTH SIDESSTL. BEAMRE: PLAN & SCHEDHSS2-1/2"X2-1/2X 14LENGTH AS NEEDEDFACE OF EXISTINGBIDGE WALLL3 1/2X3 1/2X3/16 CONT.B/DECK1/41/4JOSE 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 III\3-S703.dwg Jul 13, 2017 - 5:07pm daranAS SHOWN07-14-2017S120143-S703SECTION8 3/4" = 1'-0"SECTION9 3/4" = 1'-0"SECTION10 3/4" = 1'-0"SECTION11 3/4" = 1'-0"CANOPY "E"- FRAMING SECTIONS ANDDETAILSSECTION12 3/4" = 1'-0"SECTION13 3/4" = 1'-0"DETAIL "A"N.T.S.NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901SECTION14 3/4" = 1'-0"SECTION15 3/4" = 1'-0"221CONFORMED SET
24'-0" (V.I.F.)90'-0" (V.I.F.)30'-0" (V.I.F.)30'-0"(V.I.F)30'-0" (V.I.F.)EXISTING BUILDING2341ABEXISTING BUILDINGEXISTING BUILDINGW12X35W12X35W12X2618K418K418K413-S801 3-S802GALV. METAL DECK(REFER TO NOTE NO.4)W12X26W12X2643-S801 3-S802O.H.53-S801 3-S80243-S801 3-S80223-S801 3-S80233-S801 3-S80233-S80143-S80124'-0" (V.I.F.)90'-0" (V.I.F.)30'-0" (V.I.F.)30'-0"(V.I.F)30'-0" (V.I.F.)EXISTING BUILDINGSC1F5SC1F5EXISTING BUILDINGEXISTING BUILDING2341ABBASE PLATE COLCOLSTL. PL. A3619"x19"x3/4"1'-4"112"112"112"1'-4"112"1'-7"BASE PLATE BP1PEDESTAL FOR(8) #5#3@4"1'-10"1'-10""A""A"4-A307 3/4"Ø X 18"BOLTS 12" EMBEDMENTCOLUMN PEDESTAL22"x22"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 SCHED.2'-4" MIN.1'-4"1-1/2"REBAR REINF#3@12"REF. FOOTING SCHED.REFER TO SCHEDULET/CONC. SLABAB16'-0" (EXISTING)STL. COLUMNREF TO PLANSTL. JOISTREF TO PLANF.F.ELEV.0'-0"B/STL. DECK15'-8-1/2"SLOPE13-S801 3-S802EXISTING BUILDING2341STL. COLUMNREF TO PLANEXISTINGSTL. COLUMNF.F.ELEV.0'-0"B/STL. DECK15'-8-1/2"STL. BEAMREF TO PLAN13-S801 3-S80213-S801 3-S80243-S801 3-S80243-S8013-S802O.H.EXISTING BUILDINGEXISTING BUILDINGLEGENDMOMENT CONNECTIONSSHEAR 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 III\3-S801.dwg Jul 14, 2017 - 9:24am daranAS SHOWN07-14-2017S12014CANOPY "F"- ENLARGED FOUNDATION ANDFRAMING PLAN 1/8" = 1'-0"CANOPY "F"-ENLARGED ROOF FRAMING PLANNORTH2N 1/8" = 1'-0"CANOPY "F"- ENLARGED FOUNDATION PLANNORTH1NORLANDO SANFORD INTERNATIONAL AIRPORTCANOPY "F"KEY PLAN3-S80112"TOP 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 16" MIN. BELOW ADJACENT FINISH GRADE. VERIFY ALL TOPOF FOOTING 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.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLOPES AND RECESSES. SEEPLUMBING DRAWINGS FOR EXACT LOCATIONS.5.FOOTING SCHEDULEMARK DIMENSIONSREINFORCING"t""N""B"BASE PLATEMARKSHAPESTEEL COLUMN SCHEDULEANCHOR BOLTS"EMB."SIZEQUANTITY19" 19" 3/4"(4)3/4"W12X6512"SC1COLUMN BASE PLATE & PEDESTALF55'-0" X 5'-0" X 16"(4) #6 O.C. E.W. TOP & BOTTOM 1/8" = 1'-0"STEEL FRAMING-FRONT VIEW3 1/8" = 1'-0"STEEL FRAMING-SIDE VIEW4SECTION "A-A"FOUNDATION LEGENDFX.0 DENOTES ISOLATED FOUNDATION TYPE. REFER TO SCHEDULE FOR DIMENSIONS AND REINFORCEMENT.SCX DENOTES STEEL COLUMN. REFER TO SCHEDULE FOR SIZES AND GRADES.TOP OF STEEL ELEVATIONS REFERENCED FROM FINISH FLOOR ELEVATION.1.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. VERIFY ALLDIMENSIONS W/ ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.2.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL SLEEVES, PIPES,INSERTS AND EMBEDDED ITEMS.3.4.CANOPY ROOF FRAMING NOTES5.REFER TO COLUMN SCHEDULE FOR COLUMN SIZES.6.UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL WIDE FLANGE SHAPESTO BE A992 GRADE 50 STEEL.7.STEEL FRABRICATOR IS RESPONSABLE FOR THE DESIGN AND DETAILING OFALL MOMENT CONNECTIONS NOT SPECIFIED IN THE DRAWINGS INCLUDINGBEAM AND/OR COLUMN STIFFENERS AND DOUBLERS IF REQUIRED.METAL DECK: 1.5-20GA. TYPE B BY VULCRAFT .222CONFORMED SET
BT/CONC. SLAB16'-0"(EXISITNG)ACLSTL. COLUMNRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHED12"X12"X12" STL.COLUMN PLATEB/DECKELEV= 15'-8 12"STL. JOISTRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.STL. BEAMRE: PLAN & SCHED23-S7023-S7022'-0"2"3"3"HSS2-1/2"X2-1/2X 142'-0"2"3"3"1'-0"12"X24"X58" STL.PLATE14"14"DETAIL "A"STEEL PLATE FRONT VIEWA3-S701B/DECK23STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS2-1/2"X2-1/2X 14STL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHED12"X12"X12" STL.COLUMN PLATEBT/CONC. SLAB16'-0"(EXISITNG)ACLEXISTING COLUMNSTL. BEAMRE: PLAN & SCHEDB/DECKELEV= 15'-8 12">6X6X12X.25")STL. JOISTRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.>6X6X12X.25")STL. PL. .25"E70 XX1/4"1/4"E70 XX1/4"1/4"E70 XX1/4"1/4"STL. PL. .25"FRONT VIEWSIDE VIEWPERSPECTIVE VIEW>6X6X12X.25"EXISTING BEAMREF. DETAIL "B")HSS2-1/2"X2-1/2X 14(V.I.F.)2'-0"BENT PLATEW/ 14" STIFF (TYP.)>12X12X12X 5/8")4STL. JOISTRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.B/DECK3"(V.I.F.)BENT PLATEW/ 14" STIFF (TYP.)>12X12X12X 5/8")1/81/822TYP.B/DECK23STL. BEAMRE: PLAN & SCHEDSTL. COLUMNBEYONDSTL. JOISTRE: PLAN & SCHED1/81/822TYP.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 III\3-S802.dwg Jul 12, 2017 - 4:04pm daranAS SHOWN07-14-2017S12014CANOPY "F"- FRAMING SECTIONS ANDDETAILS3-S802SECTION1 3/4" = 1'-0"SECTION2 3/4" = 1'-0"SECTION3 3/4" = 1'-0"SECTION4 3/4" = 1'-0"SECTION5 3/4" = 1'-0"DETAIL "B"N.T.S.NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 3-S901223CONFORMED SET
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 III\3-S901.dwg Jul 12, 2017 - 3:55pm daranAS SHOWN07-14-2017S12014STEEL FRAMING CONNECTIONS AND DETAILS3-S901224CONFORMED SET
REFER TO SHEET 3-G-FA102 FOR AREA PLAN.2) REFER TO SHEET 3-G-FA103 AREA PLAN.3) REFER TO SHEET 3-FA-001 GENERAL NOTES.1TERMINATE DEVICES TO THE CLOSEST FIRE ALARMTERMINAL CABINET OR EXISTING J-BOX. TERMINATEDEVICES TO EXISTING OR EXTENDED CIRCUIT PER LOADCAPACITY AND AHJ.KEY NOTES:1TERMINATEDEVICESTOTHECLOSESTFIREALARM)1)REFER TO SHEET 3-G-FA102 FOR AREA PLAN.2)REFER TO SHEET 3-G-FA103 AREA PLAN.3)REFER TO SHEET 3-FA-001 GENERAL NOTES.1)REFERTOSHEET3GFA102FORAREAPLANGENERAL NOTES: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 12:28:14 PM3-G-FA002PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFIRE ALARM RISER DIAGRAM07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYCPHCPHT NASHT NASHAS NOTED225CONFORMED SET
226CONFORMED SET
227CONFORMED SET
S
SSSSSS
SSSS
SSSS
SSSS
S
C
S
C
C
C
S
CSSSSS
F
S
S SSSSS
S
SSSSSC
SSSSS
SSSS
S
F
F
C
C
C
C
CCC
C
C
C
C
A19A18A16A17
AR
AQ
A14 A15A12A13A10A8A6A11A9A7
AP
AN
AM
AALK.9
A5
INBOUND BAGGAGE CLAIM
A1-06
EXISTING MECHANICAL ROOM
A1-05
WOMENS ROOM
A1-04
JANITOR
A1-03
MENS ROOM
A1-02
FAMILY RESTROOM
A1-01
EXISTING IT
A1-15
ALPHA STORAGE
A1-43
BREAK ROOM
A1-46
EXISTING OFFICE
A1-47
RESTROOM
A1-49
RESTROOM
A1-48
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
3/32" = 1'-0"C:\Users\dkramer\Documents\MEP_S12014_03_23_16_dkramer.rvt9/13/2017 10:43:46 AM3-GD-FA100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION FLOOR PLAN - PHASE 3 - FIRE ALARM08-11-2017S12014CPHCPHT NASHT NASHAS NOTED 3/32" = 1'-0"1 DEMOLITION FLOOR PLAN - PHASE 3 - FIRE ALARM
1
KEY NOTES:
1) REFER TO SHEET 3-G-FA101 FOR AREA PLAN.
2) REFER TO SHEET 3-FA-001 GENERAL NOTES.
3) REFER TO SHEET 3-FA-002 RISER DIAGRAM.
GENERAL NOTES:
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.
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
1 1 REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 5ENTIRE SHEET REVISED5
228
CONFORMED SET
SSSS
SSSSS
SSS
S
S
SSSS
AT
AS
A20A19A18
AR
AQ
KIDS PLAY AREA
A2-06
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
1/8" = 1'-0"C:\Users\dkramer\Documents\MEP_S12014_03_23_16_dkramer.rvt9/13/2017 10:43:47 AM3-GD-FA101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION FLOOR PLAN - PHASE 3 - FIRE ALARM08-11-2017S12014CPHCPHT NASHT NASHAS NOTED 1/8" = 1'-0"1 DEMOLITION FLOOR PLAN - PHASE 3 - FIRE ALARM
1
KEY NOTES:
1) REFER TO SHEET 3-G-FA102 FOR AREA PLAN.
2) REFER TO SHEET 3-FA-001 GENERAL NOTES.
3) REFER TO SHEET 3-FA-002 RISER DIAGRAM.
GENERAL NOTES:
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.
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 REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 5ENTIRE SHEET REVISED5
229
CONFORMED SET
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245CONFORMED SET
LEGENDORDINARY HAZARD - GROUP 1LIGHT HAZARDMARKTYPEORDINARY HAZARD - GROUP 2KEY NOTESEXISTING TO REMAIN1. PROVIDE CONCEALED TYPE SPRINKLER HEADS IN SPACES WITH CEILINGS.2. PROVIDE UPRIGHT TYPE SPRINKLER HEADS IN SPACES WITHOUT CEILINGS.3. PROVIDE CORROSION-RESISTANT HEADS IN LOADING DOCK AND CANOPYAREAS.4. 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.5. COORDINATE SPRINKLER HEAD LOCATION WITH ARCHITECTURAL,PLUMBING, MECHANICAL, AND ELECTRICAL PLANS PRIOR TO SHOP DRAWINGSUBMITTAL.GENERAL NOTES:K1 PROVIDE NEW DRY PIPE SYSTEM FOR THIS NEW PORTION OF THE BUILDING.K2 PROVIDE I.T. ROOM WITH HIGH TEMPERATURE SPRINKLER HEADS (225-DEG).K3 PROVIDE A SAPPHIRE SUPPRESSION SYSTEM SERVING THE I.T. ROOMSPACE. COORDINATE EXHAUST AND ELECTRICAL REQUIREMENTS WITHOTHER TRADES. COORDINATE INSTALLATION SPACE REQUIREMENTS WITHINTHIS AREAS.KEY NOTES:OH1LHOH2K-K-ETRSWDSWFSWHSWJSWKSWLSWMSWNSW18SW21SW22SW24SW26SWCSWESWGSWPSWQSWRSW19SW23SW27SW20SW25CORRIDORS1-05RESTROOMS1-07ITS1-08POD 2S1-06CORRIDORS1-09POD 3S1-10ITS1-11K1OH2LHLHOH2LHOH2K2K3K2K3K1K1500 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:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/13/2017 2:24:27 PM3-SW-FP101PROJECTALPHAONE(TERMINALEXPANSION)ORLANDO-SANFORDINTERNATIONALAIRPORTSANFORD,FLORIDAFLOOR PLAN - SKYWALK POD 2, POD 3, &CORRIDOR - 1ST FLOOR - FIRE PROTECTION07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/16" = 1'-0"1FLOOR PLAN - SKYWALK POD 2, POD 3, & CORRIDOR - 1ST FLOOR - FIRE PROTECTIONDAKDAKDAKDMAS NOTEDREVISIONS# DATE DESCRIPTION BY246CONFORMED SET
247CONFORMED SET
LEGENDORDINARY HAZARD - GROUP 1LIGHT HAZARDMARKTYPEORDINARY HAZARD - GROUP 2KEY NOTESEXISTING TO REMAIN1. PROVIDE CONCEALED TYPE SPRINKLER HEADS IN SPACES WITH CEILINGS.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 PROVIDE NEW WET PIPE RISER AND SYSTEM FOR THIS NEW PORTION OFTHE BUILDING.K2 PROVIDE NFPA 15 COVERAGE FOR GLASS ALONG FLIGHT LINE WALLS.TYPICAL FOR ALL WINDOWS.KEY NOTES:OH1LHOH2K-K-ETRSWDSWFSWHSWJSWKSWLSWMSWNSW18SW21SW22SW24SW26SWCSWESWGSWPSWQSWRSW19SW23SW27SW20SW25SKYWAY POD 3S2-08CORRIDORS2-07SKYWAY POD 2S2-03MENS ROOMS2-05JANITORS2-06WOMENS ROOMS2-04CORRIDORS2-02OH2LHLHOH2OH2OH2K1K1K1K2K2K2K2K2500 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:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/13/2017 2:24:43 PM3-SW-FP103PROJECTALPHAONE(TERMINALEXPANSION)ORLANDO-SANFORDINTERNATIONALAIRPORTSANFORD,FLORIDAFLOOR PLAN - SKYWALK POD 2, POD 3, &CORRIDOR - 2ND FLOOR - FIRE PROTECTION07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/16" = 1'-0"1FLOOR PLAN - SKYWALK POD 2, POD 3, & CORRIDOR - 2ND FLOOR - FIRE PROTECTIONDAKDAKDAKDMAS NOTEDREVISIONS# DATE DESCRIPTION BY248CONFORMED SET
249CONFORMED SET
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.14.15.38.39.41.42.43.44.45.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.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.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 LOUVERDLABBRDESCRIPTIONPROVIDE 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,PREVENTATIVE MAINTENANCE REQUIREMENTS ALONG WITH TIME SCHEDULE(S) FOR EACH ITEM. THESEQUENCE OF OPERATION SHALL ALSO INCLUDE A DEFINITIVE SEQUENCE OF OPERATION OF THEMECHANICAL SYSTEM AND COMPONENTS AS THEY FUNCTION INTEGRALLY AND INDEPENDENTLY WITH THESYSTEM.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 PROVIDE 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:
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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 7:00:39 AM
3-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
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 44
250CONFORMED SET
251CONFORMED SET
UPUPUPTable Table Table TableTableTableTable
3-SW-M10313-SW-M10413-SW-M10423-GD-M10213-IB-M10113-IB-M1012500 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 1/64" = 1'-0"
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3-G-M102PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
COMPOSITE SECOND FLOOR PLAN - PHASE 3 -
MECHANICAL
07-14-2017
S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/64" = 1'-0"COMPOSITE SECOND FLOOR PLAN - PHASE 3 - MECHANICALDAK
DAK
DAK
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 4 4252CONFORMED SET
253CONFORMED SET
254CONFORMED SET
EXHAUST FAN SCHEDULEVAV BOX SCHEDULELOUVER SCHEDULEDIFFUSER AND GRILLE SCHEDULETAGTYPEBASIS OF DESIGNMODELAIR FLOWNECK SIZESD-3CEILING SUPPLYNOTES: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-1CEILING SUPPLYTITUSTMS1 TO 190 CFMSD-2CEILING SUPPLYRG-1CEILING RETURN50FRG-2CEILING RETURNEG-1EXHAUST GRILLE350FSTITUSTITUSTITUSTITUSTITUSCEILING TYPELAY-INLAY-INLAY-INLAY-INLAY-INHARD / DUCTFACE SIZETMS191 TO 275 CFMTMS276 TO 375 CFM1 TO 700 CFM701 TO 1650 CFM50F1 TO 550 CFMRG-3CEILING RETURNTITUSLAY-IN1651 TO 2500 CFM50FSD-4CEILING SUPPLYLAY-INSD-5CEILING SUPPLYLAY-IN6" DIA8" DIA10" DIA12x1218x1812x1222x2212" DIA14" DIA24x2424x2424x2424x2424x2414x1424x2424x2424x24TITUSTITUSTMS376 TO 625 CFMTMS626 TO 880 CFMSD-6CEILING SUPPLYSD-76" DIA8" DIA16x1616x16TITUSTITUSTMS1 TO 190 CFMTMSHARDHARDCEILING SUPPLYSD-810" DIA16x16TITUSTMSHARDCEILING SUPPLY191 TO 275 CFM276 TO 375 CFMSR-112x1214x14TITUS300FSHARD / DUCTSUPPLY GRILLE1 TO 500 CFMSR-224x1426x16TITUS300FSHARD / DUCTSUPPLY GRILLE501 TO 1500 CFMSR-314x10MATCHTITUSMATCH EXISTINGHARD / DUCTSUPPLY GRILLE-SR-410" DIA14" DIATITUSR-300FHARD / DUCTSUPPLY GRILLE1 TO 440 CFMRG-4RETURN GRILLE350FSRG-5RETURN GRILLETITUSTITUS1 TO 1650 CFM1651 TO 2700 CFM350FSRG-6CEILING RETURNTITUS50F36x1248x1838x1450x2014x14HARD / DUCTHARD / DUCTNOTES-1HARD1 TO 700 CFM12x12TG-2CEILING TRANSFER50FTG-1TRANSFER GRILLE350FSTITUSTITUSHARD / DUCT1 TO 550 CFM1 TO 700 CFM12x1212x1214x1424x24LAY-INLD-1 LINEAR SLOT (1) 2.5"x CONT.FL-25 HIGH THROWTITUS276 TO 760 CFM12" DIA.7"x CONT.2, 3HARDLD-2 LINEAR SLOT (1) 1"x CONT.FL-10TITUS1 TO 275 CFM8" DIA.4"x CONT.2, 3HARDNOT ALL DIFFUSERS, REGISTERS, OR GRILLES ON THIS SCHEDULE ARE USED ON THIS PHASE.TG-3TRANSFER GRILLE350FSTITUSHARD / DUCT551 TO 800 CFM18x1420x16-------1111------111UNIT FAN TYPEDRIVETYPECFMSP(IN WG)SONES MAXRPMMOTORWEIGHTMANUFACTURERMODELNOTESHP BHP VOLTS PH LBS3-IB-EF-1INLINE1455 0.73-IB-EF-2NOTES:1. PROVIDE WITH DISCONNECT SWITCH, BACKDRAFT DAMPER, OSHA MOTOR GUARD, ISOLATORS, AND BELT TENSIONER.2. PROVIDE WITH BACKDRAFT DAMPER, PREWIRED SPEED CONTROLLER, WHITE ALUMINUM GRILLE, ISOLATOR KIT, AND PLUG DISCONNECT.3. RUN CONTINUOUSLY- INTERLOCK WITH ASSOCIATED AHU / FCU.4. PROVIDE WITH ROUND WALL CAP. COORDINATE WITH ARCHITECTURAL PLANS.5. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.3-IB-EF-33-IB-EF-4BELT9.1 1246 3/4 0.5 - - 238COOK165SQN-HP 1, 3, 5CEILINGMOUNTED75 0.4DIRECT1.5 865 - 35w 120 1 32COOKGC-1481, 2, 3, 4, 5INLINE2055 0.7BELT11.0 1269 3/4 0.6 - - 213COOK150SQN1, 3, 5CEILINGMOUNTED75 0.4DIRECT1.5 865 - 35w 120 1 32COOKGC-1481, 2, 3, 4, 5VAV NO.AIRFLOWVALVEMAXIMUM CFM AIRFLOWMINIMUM CFMINLET CONN.(IN.)ELECTRIC HEAT DATAPRESSUREDROP(IN WG)MANUFACTURER/MODEL NUMBERKW STAGES VOLTAGE/PHASE3-IB-VAV-1 3,6402,2651615.03460/30.03TRANE VCEF4,3502,8301618.03460/30.04TRANE VCEF3,6403460/30.04TRANE VCEFNOTES:1. PROVIDE MANUFACTURER DDC THERMOSTATS, CONNECT TO ASSOCIATED AIR HANDLER CONTROL 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 30.4. PROVIDE INTERLOCK WITH LIGHTING OCCUPANCY SENSOR.5. BASIS OF DESIGN: EXISTING EQUIPMENT6. PROVIDE CONTACT FOR FAN SHUTDOWN FROM ACTIVATION OF DISCHARGE DUCT SMOKE DETECTOR.7. RE-BALANCE TO NEW DESIGN.8. REPLACE EXISTING CONTROLS AND PROVIDE NEW CONTROLS ON EXISTING UNITS PER CAMPUS CONTROL SPECIFICATION.9. VERIFY OPERATION AND CALIBRATE OF EXISTING SENSOR. EXISTING SENSOR WIRING TO REMAIN.3-IB-VAV-23-IB-VAV-33-IB-VAV-4 1,6801,0951410.03460/30.03TRANE VCEF60039084.02460/30.04TRANE VCEF925440104.02460/30.04TRANE VCEF3-IB-VAV-53-IB-VAV-63-IB-VAV-7 45029583.02460/30.03TRANE VCEF1,100585106.02460/30.04TRANE VCEF1,285835128.02460/30.04TRANE VCEF3-IB-VAV-83-IB-VAV-92,2651615.03-SW-EF-1INLINE1070 0.8BELT8.0 1423 1/2 0.3 120 1 171COOK135SQN1, 3, 52,600835148.02460/30.04TRANE VCEF3-SW-VAV-11,400440123.02TRANE VCEF3-SW-VAV-21,400440123.02TRANE VCEF3-SW-VAV-3TAGCFM MAX. FPM FREE AREA BASIS OF DESIGN NOTES3-IB-L-15,75075015.4RUSKIN EME6625D 1, 2, 3ASSOCIATED AHU3-IB-AHU-1NOTES:1. PROVIDE WITH 24v MOTORIZED DAMPER. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER REQUIREMENTS.2. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.3. REFER TO ARCHITECTURAL DRAWING FOR LOUVER COLOR REQUIREMENTS.4. PROVIDE WITH COUNTERBALANCED BACKDRAFT DAMPER WITH FELT TIP BLADES. SET COUNTERWEIGHT FOR 0.08".5. PROVIDE INTERLOCK WITH ASSOCIATED AHU. DAMPER OPENS WHEN AHU IS ENERGIZED.3-IB-L-21,4557502.7RUSKIN EME6625D2, 33-IB-EF-13-IB-L-32,0557503.5RUSKIN EME6625D2, 33-IB-EF-41.4RUSKIN EME6625D2, 33-SW-L-11,0707503-SW-EF-17.2RUSKIN EME6625D 1, 2, 33-SW-L-25,4007503-SW-AHU-17.2RUSKIN EME6625D 1, 2, 33-SW-L-35,4007503-SW-AHU-2RUSKIN EME6625D 1, 2, 33-SW-L-48,0007503-SW-AHU-310.6RUSKIN EME6625D 1, 2, 3, 43-SW-L-53,3007503-SW-AHU-14.4RUSKIN EME6625D 1, 2, 3, 43-SW-L-63,3007503-SW-AHU-24.4RUSKIN EME6625D 1, 2, 3, 43-SW-L-73,3007503-SW-AHU-34.4SIZE W"XH"84" x 42"36" x 30"48" x 36"36" x 24"72" x 48"72" x 48"108" x 48"48" x 42"48" x 42"48" x 42"SERVICEOAEXHEXHEXHOAOAOARELIEFRELIEFRELIEF460/3460/30.040.043-IB-L-42,4007503.1RUSKIN EME6625D 1, 3, 4, 5EXIST AHU-A-23-IB-L-52,4007503.1RUSKIN EME6625DEXIST AHU-A-43-IB-L-62,4007503.1RUSKIN EME6625D3-IB-AHU-130" x 48"30" x 48"30" x 48"RELIEFRELIEFRELIEF1, 3, 4, 51, 3, 4, 516--EXIST-EXIST VAV-A-4-12550765REBALANCE16--EXIST-2750825REBALANCE--EXIST-1950585REBALANCE--EXIST-2400800REBALANCE--EXIST-REBALANCE--EXIST-REBALANCE16161616EXIST VAV-A-4-2EXIST VAV-A-4-3EXIST VAV-A-4-4EXIST VAV-A-4-5EXIST VAV-A-4-63-IB-L-77,50075010.3RUSKIN EME6625DEXIST AHU-A-472" x 60"OA1, 3, 4, 5195058530501020FAN POWERED BOX SCHEDULETAGSIZECFMFANHEATNOTESINLETMAXMINWATTSCFM VOLTS/PHASE KWEXIST VAV-2-310800-440600277/12.0ALLEXIST VAV-2-5121200-440800277/13.0ALLEXIST VAV-2-6101000-420800277/13.0ALLEXIST VAV-2-110900-420700277/12.0ALLEXIST VAV-2-2121200-420700277/12.0ALLEXIST VAV-2-410800-420600277/12.0ALLEXIST VAV-2-7NOTES:1. BASIS OF DESIGN: EXISTING EQUIPMENT2. PROVIDE CONTACT FOR FAN SHUTDOWN FROM ACTIVATION OF DISCHARGE DUCT SMOKE DETECTOR.3. RE-BALANCE TO NEW DESIGN.4. REPLACE EXISTING CONTROLS AND PROVIDE NEW CONTROLS ON EXISTING UNITS PER CAMPUS CONTROL SPECIFICATION.5. VERIFY OPERATION AND CALIBRATE EXISTING SENSOR. EXISTING SENSOR WIRING TO REMAIN.EXIST VAV-2-8101000-420800277/13.0ALLEXIST VAV-2-9121200-420700277/12.0ALLEXIST VAV-2-10EXIST VAV-2-11101000-420800277/13.0ALL-EXIST VAV-2-12121200-440800277/13.0ALLEXIST VAV-2-13121200-420700277/12.0ALLEXIST VAV-2-1410800-420600277/12.0ALLDELETEDDELETED NOTES1, 2, 3, 41, 2, 3, 41, 2, 3, 41, 2, 3, 41, 2, 3, 41, 2, 3, 41, 2, 3, 41, 2, 3, 41, 2, 3, 41, 2, 3, 41, 2, 3, 41, 2, 3, 45, 6, 7, 8, 95, 6, 7, 8, 95, 6, 7, 8, 95, 6, 7, 8, 95, 6, 7, 8, 95, 6, 7, 8, 93-IB-EF-5INLINE2200 1.1BELT11.3 1253 1.0 0.8 120 1 156COOK165SQN1, 3, 5500 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 7:00:56 AM
3-G-M301PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
MECHANICAL SCHEDULES - 2
07-14-2017
S12014
DAK
DAK
DAK
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
3 08-25-2017 ADDENDUM 3
4 09-08-2017 ADDENDUM 4 3444255CONFORMED SET
256CONFORMED SET
257CONFORMED SET
258CONFORMED SET
259CONFORMED SET
S/S
SPD
STS
H L H L
C
C
COM NOCHW RTNCHW SUPOA
SA
RA
H L
STG 1
STG 2
STG 3
STG 4
AIR HANDLER 3-IB-AHU-1 SEQUENCE OF OPERATIONS AND POINT DIAGRAM
FS
FS
AIR HANDLER CASING
NOT TO SCALE
S/S
STS
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
AI
RA HUMID
OAD RAD
AO
OA ACTUATOR
AO
RA ACTUATOR
OA FLOW
AI
BI
FILTER STATUS
EH
AI
PRE-HEAT TEMP
BO
BO
BO
BO
3-IB-EF-1
BO
BI
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. THE OUTDOOR AIR PRE-HEATER 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, THE ELECTRIC PRE-HEATER 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 THE PRE-HEAT TEMPERATURE SENSOR FAILS, THE HEATER WILL REMAIN IN ITS CURRENT OPERATIONAL STATE AND A GENERAL PRE-HEAT CONTROL FAILURE
ALARM WILL BE GENERATED.
HUMIDITY CONTROL
DURING OCCUPIED OPERATION, IF THE SPACE 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 SPACE 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.
SUPPLY FAN MINIMUM TURNDOWN CONTROL
DURING OCCUPIED OPERATION, IF THE SUM TOTAL OF ACTIVE AIRFLOW REQUIRED BY THE ASSOCIATED VAV TERMINALS FALLS BELOW THE MINIMUM AIRFLOW OF THE AHU, THE BAS WILL ENABLE THE DESIGNATED COMMON SPACE BOXES (3-IB-VAV-1, 3-IB-VAV-2, AND 3-IB-VAV-3) AS NEEDED TO MAINTAIN UNIT AIRFLOW ABOVE MINIMUM LEVELS.
SINGLE ZONE WITH MULTIPLE SPACE TEMPERATURE SENSORS
COOLING MODE
THE CONTROL DAMPER SHALL BE CONTROLLED BY THE SENSOR FARTHEST FROM THE COOLING SETPOINT.
IF THE SPACE TEMPERATURE RANGE BETWEEN THE LOWEST AND HIGHEST SENSOR EXCEEDS 10 DEGREES F (ADJUSTABLE) A SPACE TEMPERATURE ALARM WILL BE GENERATED.
HEATING MODE
WHEN BOTH CONTROL DAMPERS ARE AT THEIR MINIMUM SETTINGS AND 8 OF 12 OF THE SPACE SENSORS (ADJUSTABLE) ARE BELOW TEMPERATURE SETPOINT THE BAS SHALL OPEN BOTH CONTROL DAMPERS TO THEIR RESPECTIVE HEATING CFM SETTINGS AND ENERGIZE THE FIRST STAGE OF THE ELECTRIC DUCT HEATER ASSOCIATED WITH THESE TWO CONTROL DAMPERS.
WHILE IN HEATING MODE THE CONTROL DAMPERS SHALL OPERATE INDEPENDENTLY OF EACH OTHER TO MAINTAIN SPACE TEMPERATURE USING SPACE TEMPERATURE AVERAGING OF ?????
THE ELECTRIC HEATER WHEN ENERGIZE SHALL STAGE HEATER ELEMENTS AS REQUIRED TO MAINTAIN A CONSTANT DISCHARGE AIR TEMPERATURE OF 68-DEGREES (ADJUSTABLE).
SYSTEM ALARMS
·SUPPLY FAN FAILURE
·SUPPLY AIR TEMPERATURE SENSOR FAILURE
·GENERAL TEMPERATURE CONTROL FAILURE
·PRE-HEAT CONTROL FAILURE
·HIGH STATIC SHUT DOWN
·HIGH HUMIDITY
·HIGH CO2 CONCENTRATION
·FREEZE PROTECTION ENABLED
·FILTER MAINTENANCE REQUIRED
·EXHAUST FAN FAILURE
FROM FAS
TO FAS
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 1:26:33 PM3-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
260
CONFORMED SET
S/S
SPD
STS
H L H L
C
C
COM NOCHW RTNCHW SUPOA RA
H L
STG 1
STG 2
STG 3
STG 4
TEMP
STPT
STG 3
STG 4
STG 1
STG 2
STS
H L
AIR HANDLER 3-SW-AHU-1 SEQUENCE OF OPERATION AND POINT DIAGRAM
AIR HANDLER CASING
FS
FS
NOT TO SCALE
1ST FLR VAVS
AI
MA TEMP
AI
CC LA TEMP
SF VFD
BO
AO
BI
BI
HIGH STATIC
AI
SA PRESS
AI
RA TEMP
AI
RA CO2
CHW VAL
AO
AI
RA HUMID
OAD RAD
AO
OA ACTUATOR
AO
RA ACTUATOR
OA FLOW
AI
BI
FILTER STATUS
EH
AI
PRE-HEAT TEMP
BO
BO
BO
BO
2ND FLR
AO
ACTUATOR
AI
SPACE TEMP
AI
PR
BO
PR ACTUATOR
PRD EHBO
BO
BO
BO
BI
AI
RE-HEAT TEMP
AI
EH LA TEMP TYPICAL OF 6
BI
HIGH STATIC
AI
SA TEMP
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. THE OUTDOOR AIR PRE-HEATER 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
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, THE ELECTRIC PRE-HEATER 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 THE PRE-HEAT TEMPERATURE SENSOR FAILS, THE HEATER WILL REMAIN IN ITS 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.
PRESSURE RELIEF DAMPER
THE ASSOCIATED PRESSURE RELIEF DAMPER WILL BE INTERLOCKED VIA SOFTWARE WITH THE AHU SUCH THAT IT IS OPEN WHENEVER THE SUPPLY FAN IS ENABLED. IF THE PRESSURE RELIEF FAN FAILS TO OPEN, A CORRESPONDING DAMPER FAILURE ALARM WILL BE GENERATED.
2ND FLOOR TEMPERATURE CONTROL DAMPER
DURING OCCUPIED OPERATION, THE PRESSURE DEPENDENT TEMPERATURE CONTROL DAMPER SERVING THE SECOND FLOOR WILL MODULATE TO MAINTAIN SPACE TEMPERATURE AT THE ACTIVE SET POINT. DURING COOLING OPERATION, THE DAMPER WILL MODULATE OPEN IN RESPONSE TO A RISE IN SPACE TEMPERATURE ABOVE SET POINT AND MODULATE CLOSED IN RESPONSE TO A DROP IN SPACE
TEMPERATURE BELOW SET POINT. DURING HEATING OPERATION, DAMPER OPERATION WILL REVERSE AND THE ELECTRIC RE-HEATER WILL STAGE TO MAINTAIN DISCHARGE AIR TEMPERATURE AT SET POINT. THE INITIAL RE-HEAT TEMPERATURE SET POINT WILL BE 70° F AND WILL BE ADJUSTABLE VIA THE BAS. A 5° F DEAD BAND WILL GOVERN THE CHANGEOVER BETWEEN COOLING AND HEATING OPERATION.
DAMPER POSITIONS WILL BE GOVERNED BY MINIMUM VALUES SET BY THE TEST & BALANCE CONTRACTOR.
SINGLE ZONE WITH MULTIPLE SPACE TEMPERATURE SENSORS
COOLING MODE
THE CONTROL DAMPER SHALL BE CONTROLLED BY THE SENSOR FARTHEST FROM THE COOLING SETPOINT.
IF THE SPACE TEMPERATURE RANGE BETWEEN THE LOWEST AND HIGHEST SENSOR EXCEEDS 10 DEGREES F (ADJUSTABLE) A SPACE TEMPERATURE ALARM WILL BE GENERATED.
HEATING MODE
WHEN BOTH CONTROL DAMPERS ARE AT THEIR MINIMUM SETTINGS AND 8 OF 12 OF THE SPACE SENSORS (ADJUSTABLE) ARE BELOW TEMPERATURE SETPOINT THE BAS SHALL OPEN BOTH CONTROL DAMPERS TO THEIR RESPECTIVE HEATING CFM SETTINGS AND ENERGIZE THE FIRST STAGE OF THE ELECTRIC DUCT HEATER ASSOCIATED WITH THESE TWO CONTROL DAMPERS.
WHILE IN HEATING MODE THE CONTROL DAMPERS SHALL OPERATE INDEPENDENTLY OF EACH OTHER TO MAINTAIN SPACE TEMPERATURE USING SPACE TEMPERATURE AVERAGING OF ?????
THE ELECTRIC HEATER WHEN ENERGIZE SHALL STAGE HEATER ELEMENTS AS REQUIRED TO MAINTAIN A CONSTANT DISCHARGE AIR TEMPERATURE OF 68-DEGREES (ADJUSTABLE).
SYSTEM ALARMS
·SUPPLY FAN FAILURE
·SUPPLY AIR TEMPERATURE SENSOR FAILURE
·GENERAL TEMPERATURE CONTROL FAILURE
·PRE-HEAT CONTROL FAILURE
·HIGH STATIC SHUT DOWN
·HIGH HUMIDITY
·HIGH CO2 CONCENTRATION
·FREEZE PROTECTION ENABLED
·FILTER MAINTENANCE REQUIRED
·EXHAUST FAN FAILURE
·PRESSURE RELIEF DAMPER FAILURE
·GENERAL SPACE TEMPERATURE SENSOR FAILURE
FROM FAS
TO FAS
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 1:26:36 PM3-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
261
CONFORMED SET
S/S
SPD
STS
H L H L
C
C
COM NOCHW RTNCHW SUPOA RA
H L
STG 1
STG 2
STG 3
STG 4
TEMP
STPT
STS
H L
STG 3
STG 4
STG 1
STG 2
STG 3
STG 4
STG 1
STG 2
AIR HANDLER 3-SW-AHU-2 AND 3-SW-AHU-3 SEQUENCE OF OPERATION AND POINT DIAGRAM
AIR HANDLER CASING
FS
FS
NOT TO SCALE
3-SW-AHU-2 ONLY
3-SW-EF-1
STARTER
BO
BI
S/S
STS
BO
BI
1ST FLR VAVS
AI
MA TEMP
AI
CC LA TEMP
SF VFD
BO
AO
BI
BI
HIGH STATIC
AI
SA PRESS
AI
RA TEMP
AI
RA CO2
CHW VAL
AO
AI
RA HUMID
OAD
RAD
AO
OA ACTUATOR
AO
RA ACTUATOR
OA FLOW
AI
BI
FILTER STATUS
EH
AI
PRE-HEAT TEMP
BO
BO
BO
BO
2ND FLR
AO
ACTUATOR
AI
SPACE TEMP
AI
PR
BO
PR ACTUATOR
PRD
BI
AI
RE-HEAT TEMP
TYPICAL OF 4
BI
HIGH STATIC
AI
SA TEMP
EH
BO
BO
BO
BO
AI
EH LA TEMP EHBO
BO
BO
BO
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. THE OUTDOOR AIR PRE-HEATER 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
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, THE ELECTRIC PRE-HEATER 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 THE PRE-HEAT TEMPERATURE SENSOR FAILS, THE HEATER WILL REMAIN IN ITS 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.
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.
PRESSURE RELIEF DAMPER
THE ASSOCIATED PRESSURE RELIEF DAMPER WILL BE INTERLOCKED VIA SOFTWARE WITH THE AHU SUCH THAT IT IS OPEN WHENEVER THE SUPPLY FAN IS ENABLED. IF THE PRESSURE RELIEF FAN FAILS TO OPEN, A CORRESPONDING DAMPER FAILURE ALARM WILL BE GENERATED.
2ND FLOOR TEMPERATURE CONTROL DAMPERS
DURING OCCUPIED OPERATION, THE PRESSURE DEPENDENT TEMPERATURE CONTROL DAMPERS SERVING THE SECOND FLOOR WILL MODULATE TO MAINTAIN SPACE TEMPERATURE AT THE ACTIVE SET POINT. DURING COOLING OPERATION, THE DAMPERS WILL MODULATE OPEN IN RESPONSE TO A RISE IN SPACE TEMPERATURE ABOVE SET POINT AND MODULATE CLOSED IN RESPONSE TO A DROP IN SPACE TEMPERATURE BELOW SET POINT.
DURING HEATING OPERATION, DAMPER OPERATION WILL REVERSE AND THE ELECTRIC RE-HEATER WILL STAGE TO MAINTAIN DISCHARGE AIR TEMPERATURE AT SET POINT. THE INITIAL RE-HEAT TEMPERATURE SET POINT WILL BE 70° F AND WILL BE ADJUSTABLE VIA THE BAS. A 5° F DEAD BAND WILL GOVERN THE CHANGEOVER BETWEEN COOLING AND HEATING OPERATION. DAMPER POSITIONS WILL BE GOVERNED BY MINIMUM VALUES SET BY THE
TEST & BALANCE CONTRACTOR.
SINGLE ZONE WITH MULTIPLE SPACE TEMPERATURE SENSORS
COOLING MODE
THE CONTROL DAMPER SHALL BE CONTROLLED BY THE SENSOR FARTHEST FROM THE COOLING SETPOINT.
IF THE SPACE TEMPERATURE RANGE BETWEEN THE LOWEST AND HIGHEST SENSOR EXCEEDS 10 DEGREES F (ADJUSTABLE) A SPACE TEMPERATURE ALARM WILL BE GENERATED.
HEATING MODE
WHEN BOTH CONTROL DAMPERS ARE AT THEIR MINIMUM SETTINGS AND 8 OF 12 OF THE SPACE SENSORS (ADJUSTABLE) ARE BELOW TEMPERATURE SETPOINT THE BAS SHALL OPEN BOTH CONTROL DAMPERS TO THEIR RESPECTIVE HEATING CFM SETTINGS AND ENERGIZE THE FIRST STAGE OF THE ELECTRIC DUCT HEATER ASSOCIATED WITH THESE TWO CONTROL DAMPERS.
WHILE IN HEATING MODE THE CONTROL DAMPERS SHALL OPERATE INDEPENDENTLY OF EACH OTHER TO MAINTAIN SPACE TEMPERATURE USING SPACE TEMPERATURE AVERAGING OF ?????
THE ELECTRIC HEATER WHEN ENERGIZE SHALL STAGE HEATER ELEMENTS AS REQUIRED TO MAINTAIN A CONSTANT DISCHARGE AIR TEMPERATURE OF 68-DEGREES (ADJUSTABLE).
SYSTEM ALARMS
·SUPPLY FAN FAILURE
·SUPPLY AIR TEMPERATURE SENSOR FAILURE
·GENERAL TEMPERATURE CONTROL FAILURE
·PRE-HEAT CONTROL FAILURE
·HIGH STATIC SHUT DOWN
·HIGH HUMIDITY
·HIGH CO2 CONCENTRATION
·FREEZE PROTECTION ENABLED
·FILTER MAINTENANCE REQUIRED
·EXHAUST FAN FAILURE
·PRESSURE RELIEF DAMPER FAILURE
·GENERAL SPACE TEMPERATURE SENSOR FAILURE
FROM FAS
TO FAS
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 1:26:40 PM3-G-M602PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL SEQUENCE OF OPERATION - 307-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 222
2
2
262
CONFORMED SET
263CONFORMED SET
264CONFORMED SET
NOT TO SCALE1PARTIAL 1ST FLOOR PLAN - INBOUND - 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\3-GD-M100 - DEMOLITION FLOOR PLANS - PHASE 3 - MECHANICALPROJECT ALPHA ONE (TERMINAL EXPANSION)9/21/2017 11:56:34 AM3-GD-M100DEMOLITION FLOOR PLAN - PHASE 3 - MECHANICAL1 CAP EXISTING CHILLED WATER PIPING AS REQUIRED TO MAKE WATERTIGHT. REPAIR INSULATION AS REQUIRED TO MATCH EXISTING CONDITIONS.PROVIDE ADDITIONAL SUPPORT AS REQUIRED.2 THIS SECTION OF THE BUILDING IS TO BE DEMOLISHED. REMOVE ALL MECHANICAL SYSTEMS IN THEIR ENTIRETY UNLESS NOTED OTHERWISE.3 EXISTING DIFFUSERS AND FLEX DUCT TO BE REMOVED. TYPICAL FOR EIGHTIN THIS AREA.4 EXISTING SENSOR AND ASSOCIATED WIRING TO BE REMOVED BACK TO VAVBOX. TYPICAL FOR ALL.5 REMOVE EXISTING RETURN AIR GRILLES. TYPICAL FOR ALL.6 EXISTING VAV BOX TO BE REMOVED AND RE-INSTALLED AS REQUIRED BYNEW WORK.7 REMOVE EXISTING SUPPLY AIR DUCTWORK AND ASSOCIATED FLEX DUCTAND DIFFUSERS AS HATCHED. TYPICAL FOR ALL.8 REMOVE EXISTING SPIN-IN FITTING, FLEX DUCT AND DIFFUSER AS HATCHED.REPAIR DUCTWORK AND INSULATION AS REQUIRED TO MATCH EXISTINGCONDITIONS.9 MODIFY EXISTING DUCTWORK TO REMAIN AS REQUIRED BY NEW WORK.TYPICAL FOR ALL.10 EXISTING TRANSFER AIR OPENING TO BE REMOVED.11 REMOVE EXISTING FIRE DAMPER FROM DUCTWORK. REPAIR EXISTINGDUCTWORK AND INSULATION AS REQUIRED TO MATCH EXISTING CONDITIONS. 12 EXISTING EXHAUST FAN AND ASSOCIATED DUCTWORK AND VENT CAP TO BE REMOVED.KEY NOTES:-1LORSEE SHEET 3-GD-M101FOR WORK IN THIS AREA332108789888LORLORLORLORLORLOR99LORLOR88887LOR77LOR1212121371511104555415151515LOR9766LORLORLORLORLORLORLOR6978LORLOR8998LORLOR8888LORLOR8LOR1413409-08-2017ADDENDUM 4ENTIRE SHEET REVISED4SEE SHEET 3-ECY-M401FOR WORK IN THIS AREAKEY NOTESAPPROX 35'-0"1616161616161717171717171717171717171616161613COORDINATE WITH GENERAL TRADES CONTRACTOR FOR REPAIR OF EXISTING WALL AS REQUIRED TO MATCH EXISTING WALL CONSTRUCTION.14EXISTING WALL LOUVER TO BE REMOVED INCLUDING ASSOCIATEDDUCTWORK, INSULATION, AND SUPPORTS BACK TO AIR HANDLER PLENUM.15EXISTING CEILING DIFFUSERS TO REMAIN ARE TO BE REMOVED AND REPLACED WITH NEW DIFFUSERS. MODIFY EXISTING FLEX DUCT AS REQUIRED BY NEW CEILING DIFFUSER LAYOUT. SPLICING FLEX DUCT S NOT ALLOWED. TYPICAL OF 30.S NOT ALLOWED TYPICAL OF 3016REMOVE EXISTING CONDENSING UNIT, ASSOCIATED SERVICE PAD, REFRIGPIPING, AND SUPPORTS BACK TO AIR HANDLER. TYPICAL OF 6.1717REMOVE AIR HANDLER SUPPORTED FROM STRUCTURE INCLUDINGREMOVE AIR HANDLER SUPPORTED FROM STRUCTURE INCLUDINGSUPPORTS, SECONDARY DRAIN PAN, CONDENSATE PIPING, AND ASSOCIATE DUCTWORK (APPROX. 50 LF OF DUCT EACH). TYPICAL OF 6.1818EXISTING CHILLER TO BE REMOVED IN ITS ENTIRETY.EXISTINGCHILLERTOBEREMOVEDINITSENTIRETY19EXISTING CHILLER TO REMAIN.20EXISTING CHILLED WATER PIPING TO REMAIN. MODIFY PIPING AS REQUIREDBY NEW WORK.BY NEW WORK21EXISTING CHILLED WATER PIPING TO BE REMOVED INCLUDING SUPPORTSAND CONTROLS AS HATCHED.22EXISTING CHILLED WATER PIPING BELOW GRADE SHALL BE ABANDONED INPLACE. FILL PIPING WITH FLOWABLE FILL. CAP PIPING AS REQUIRED TOMAKE AIR AND WATER TIGHT.2323REMOVE APPROX. 850 SQ.FT. OF EXISTING 6" THICK CONCRETE SERVICEREMOVEAPPROX850SQFTOFEXISTING6"THICKCONCRETESERVICEPAD.509-22-2017ADDENDUM 52555555APPROX 35'-0"LOR181819LOR202121225523265CONFORMED SET
NOT TO SCALE1PARTIAL 1ST FLOOR PLAN - INBOUND - 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\3-GD-M101 - DEMOLITION FLOOR PLANS - PHASE 3 - MECHANICALPROJECT ALPHA ONE (TERMINAL EXPANSION)9/8/2017 7:00:14 AM3-GD-M101DEMOLITION FLOOR PLAN - PHASE 3 - MECHANICAL1 EXISTING EXHAUST FAN AND ASSOCIATED DUCTWORK, GRILLES, SUPPORTS AND WALL LOUVER TOBE REMOVED.2 EXISTING RETURN AIR DUCTWORK TO BE REMOVED AS SHOWN. MODIFY AS REQUIRED BY NEW WORK.3 EXISTING FAN POWERED BOX TO BE REMOVED AN RE-INSTALLED AS REQUIRED BY NEW WORK.4 EXITING DUCTWORK TO BE REMOVED AS HATCHED INCLUDING ALL ASSOCIATED SUPPORTS ANDDIFFUSERS. TYPICAL FOR ALL.5 REPAIR DUCTWORK AND INSULATION AS REQUIRED TO MATCH EXISTING CONDITIONS.6 EXISTING CEILING DIFFUSERS TO REMAIN ARE TO BE REMOVED AND REPLACED WITH NEW DIFFUSERS. MODIFY EXISTING FLEX DUCT AS REQUIRED BY NEW CEILING DIFFUSER LAYOUT. SPLICING FLEX DUCT IS NOT ALLOWED. TYPICAL OF 10.7 EXISTING SIDEWALL DIFFUSERS TO BE REMOVED AND REPLACED WITH NEW CEILING MOUNTEDDIFFUSERS. MODIFY EXISTING DUCTWORK AS REQUIRED BY NEW CEILING DIFFUSER LAYOUT. TYPICAL OF 12.8 EXISTING FAN POWERED BOX TO REMAIN. REPLACE CONTROLS AS REQUIRED BY CAMPUS CONTROLS DRAWINGS.9 EXISTING SENSORS TO REMAIN. VERIFY OPERATIONS AND CALIBRATE. TYPICAL OF 7.10 EXISTING FAN BOWERED BOX TO BE REMOVED INCLUDING ALL ASSOCIATED DUCTWORK, DIFFUSER, SUPPORTS, AND CONTROLS.11 EXISTING RETURN AIR GRILLES TO BE REMOVED. TYPICAL FOR ALL IN THIS AREA.12 EXISTING SUPPLY AIR FAN TO REMAIN. REPLACE CONTROLS AS REQUIRED BY CAMPUS CONTROLSDRAWINGS.13 PROVIDE NEW GRILLE TO MATCH NEW IN AREA. MODIFY EXISTING DUCTWORK AS REQUIRED BYNEW WORK.14 EXISTING CHILLED WATER PIPING TO REMAIN.15 EXISTING AIR HANDLERS TO REMAIN. REPLACE CONTROLS AS REQUIRED BY CAMPUS CONTROLSDRAWINGS.16 REMOVE EXISTING LOUVER AND PLENUM. ROUTE DUCTWORK THRU OPENING AS REQUIRED BYNEW WORK. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR WALL REPAIR ON UN-USEDPORTION OF OPENING. REPAIR WALL AS REQUIRED TO MATCH EXISTING WALL CONSTRUCTION.MODIFY EXISTING DUCTWORK TO REMAIN AS REQUIRED BY NEW WORK.KEY NOTES:-151212141169RLORRLORRLOR7LORLORLOR79886611613121468810111111621214151LORORLOLORLORLLORLORL888868LOR104LOR23LOR55134409-08-2017ADDENDUM 4ENTIRE SHEET REVISED4444999266CONFORMED SET
NOT TO SCALE1PARTIAL 2ND FLOOR PLAN - INBOUND - 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\3-GD-M102 - DEMOLITION FLOOR PLANS - PHASE 3 - MECHANICALPROJECT ALPHA ONE (TERMINAL EXPANSION)9/8/2017 7:01:34 AM3-GD-M102DEMOLITION FLOOR PLAN - PHASE 3 - MECHANICAL1 REMOVE EXISTING CEILING DIFFUSER AND REPLACE WITH NE DIFFUSER. MODIFY EXISTING FLEXDUCT AS REQUIRED BY NEW CEILING DIFFUSER LAYOUT. SPLICING FLEX DUCT IS NOT ALLOWED.TYPICAL OF 12.2 VERIFY CEILING ACCESS AS REQUIRED FOR SERVICE TO VAV BOX.3 REMOVE EXISTING SPIN-IN FITTING, FLEX DUCT AND DIFFUSER AS HATCHED. REPAIR DUCTWORKAND INSULATION AS REQUIRED TO MATCH EXISTING CONDITIONS.4 REMOVE EXISTING EXHAUST FAN LOCATED IN MEZZANINE ABOVE SPACE.5 MODIFY EXISTING DUCTWORK AS REQUIRED BY NEW WORK.KEY NOTES:-2121LORLOR3345IN MEZZABOVE409-08-2017ADDENDUM 4ENTIRE SHEET REVISED4267CONFORMED SET
UPASA20A19A18A16A17ARAQA14A15A12A13A10A8A6A11A9A7APANAMAALK.9AK3AKA5SW1SWASWB3-IB-M40113-IB-M40013-IB-M40513-IB-M4031INBOUND BAGGAGE CLAIMA1-06EXISTING MECHANICAL ROOMA1-05ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING ITA1-14EXISTING ITA1-15MENS ROOMA1-17WOMENS ROOMA1-18ELEVATOR ROOMA1-13EXISTING MECHANICAL ROOMA1-19ALPHA STORAGEA1-43EXISTING MECHANICAL ROOMA1-45COVERED AREAA1-42EXISTING OFFICEA1-47EXISTING STORAGE ROOMA1-44BREAK ROOMA1-4618"x14"3-IB-M40213-IB-M4041RELOCATED EXIST CURELOCATED EXIST CU500 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 1/16" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/3/2017 11:17:02 AM3-IB-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - INBOUND - 1ST FLOOR -MECHANICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/16" = 1'-0"1FLOOR PLAN - INBOUND - 1ST FLOOR - MECHANICALDAKDAKDAKDMAS NOTEDREVISIONS# DATEDESCRIPTIONBY268CONFORMED SET
A20A19A18A16A17A14A15A12A13A10A8A11A9
AP
AN
AM
AALK.9
SW1
SWA
SWB
EXISTING WAITING AREA
A2-01
TYP OF 12
1 2
RG-3
0 CFM
RG-3
0 CFM
EXIST
0 CFM
EXIST
0 CFM
EXIST
0 CFM
RG-3
0 CFM
RG-3
0 CFM
TYP OF 9
1 2
RG-3
0 CFM
RG-3
0 CFM
SD-4
200 CFM
SD-4
200 CFM
SD-4
200 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
SD-4
450 CFM
RG-3
0 CFM
1
1
1
7
7
7
8
8
8
8
8 8
8
AS
A19A18
ARKIDS PLAY AREA
A2-06
EXISTING MENS ROOM
A2-05
3-IB-EF-5
6"ø
8"ø
16"x16" EXIST
20"x16"
8"ø
6"ø
EG-2
50 CFM
EG-2
50 CFM
EG-2
50 CFM
EG-2
50 CFM
SD-3
325 CFM
SD-1
100 CFM
SD-2
215 CFM
SD-2
215 CFM
12"x16" EXIST
16"x16" EXIST
EG-2
50 CFM
5
5
6
4 3
MECHANICAL NOTES
1. REPLACE EXISTING CEILING MOUNTED
DIFFUSER WITH NEW DIFFUSER. MODIFY
EXISTING FLEX DUCT AS REQUIRED BY NEW
WORK. SPLICING FLEX DUCT IS NOT ALLOWED.
MATCH NECK SIZE OF EXISTING DIFFUSERS.
TYPICAL FOR ALL.
2. COORDINATE DIFFUSER LOCATIONS WITH
REVISED LIGHTING LAYOUT AND RESULTING
SPRINKLER HEAD CHANGES. TYPICAL FOR THIS
AREA.
3. INLINE EXHAUST FAN SUPPORTED FROM THE
STRUCTURE. REFER TO SCHEDULE FOR
CAPACITIES AND DETAILS FOR INSTALLATION.
PROVIDE WITH BACKDRAFT DAMPER.
4. MAINTAIN MINIMUM SERVICE CLEARANCE AS
REQUIRED BY NEC AND EQUIPMENT
MANUFACTURER.
5. MODIFY EXISTING DUCTWORK AS REQUIRED BY
NEW WORK.
6. PROVIDE NEW SPIN-IN FITTING, FLEX DUCT AND
DIFFUSER AS SHOWN ON PLAN. MAKE FINAL
CONNECTION TO EXISTING DUCTWORK AS
REQUIRED. TYPICAL OF 4.
7.EXISTING DIFFUSER OR GRILLE TO REMAIN.
8.NEW RETURN AIR GRILLE MOUNTED IN CEILING
GRID. REMOVE CEILING TILE AS REQUIRED TO
INSTALL.
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.rvt9/13/2017 10:37:15 AM3-IB-M101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLANS - INBOUND - 2ND FLOOR -MECHANICAL07-14-2017S12014REVISIONS#DATEDESCRIPTIONBY409-08-2017ADDENDUM 4ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH DAKDAKDAKDMAS NOTED 1/16" = 1'-0"1 PARTIAL FLOOR PLAN - INBOUND - 2ND FLOOR - MECHANICAL N
NORTH
1/8" = 1'-0"2 PARTIAL FLOOR PLAN - INBOUND - 2ND FLOOR - MECHANICAL NEW SHEET ADDED4
269
CONFORMED SET
A12 A13A10A8A6A11A9A7
AP
AN
AM
AALK.9
3-IB-M406
1
18"x14"
3-IB-VAV-1 36"x18"
3-IB-VAV-3
18"x14"
12"ø
14"ø
3-IB-VAV-2
24"x16"
36"x18"SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
SD-4
455 CFM
56"x18"
44"x14"
3-IB-VAV-9
16"x14"18"x12"
28"x14"18"x14"
10"x14"
3-IB-VAV-6
3-IB-VAV-4
3-IB-VAV-5
SD-1
190 CFM
SD-2
250 CFM
SD-2
250 CFM
SD-2
250 CFM SD-1
125 CFM
SD-2
225 CFM
SD-2
225 CFM
SD-2
225 CFM
SD-1
150 CFM
SD-1
150 CFM
SD-3
350 CFM
12"ø
18"x12"
14"x12"
3-IB-VAV-8
8"ø
3-IB-VAV-7
SD-2
250 CFM
SD-2
200 CFM
SD-2
250 CFM
SD-2
250 CFM
SD-2
150 CFM
SD-2
250 CFM
12"x12"
12"x12"
12"x12"
12"x12"
RG-1
110 CFMRG-1
230 CFM
RG-1
230 CFM
RG-1
230 CFM RG-1
175 CFM
22"x14"
22"x14"
RG-1
200 CFM
RG-1
200 CFM
RG-1
200 CFM
RG-1
130 CFM
12"x12"
RG-1
130 CFM
RG-1
270 CFM
RG-1
180 CFM
RG-1
230 CFM
RG-3
700 CFM
28"x16"
22"x12"
22"x12"
12"x12"
RG-1
130 CFM
72"x24"
68"x20"
32"x12" -TYP
22"x22" -TYP
RG-3
2165 CFM
TYP 3
120"x54"
3-IB-L-1
5750 CFM
68"x20"3-IB-EDH-1
3-IB-AFS
M8"ø CHWR
8"ø CHWS
8"ø CHWR
8"ø CHWS
4"ø CHWS 4"ø CHWR
4"ø CHWS
4"ø CHWR
SD-1
190 CFM
SD-1
190 CFM
SD-2
200 CFM
SD-2
200 CFM
SD-2
265 CFM SD-2
265 CFM
RG-1
510 CFM
RG-1
380 CFM
SD-2
200 CFM
EXISTING IT
A1-15
CORRIDOR
A1-16
INBOUND BAGGAGE CLAIM
A1-06
EXISTING IT
A1-20
IT LABORATORY
A1-21
IT OFFICE 1
A1-23
IT OFFICE 2
A1-24
IT OFFICE 3
A1-22
CORRIDOR
A1-25
OFFICE
A1-39
OFFICE
A1-38
OFFICE
A1-37
OFFICE
A1-36
OFFICE
A1-28
OFFICE
A1-29
OFFICE
A1-30
STORAGE
A1-40
CORRIDOR
A1-34
OPEN WORK AREA
A1-35
OFFICE
A1-27
MECHANICAL ROOM
A1-33
OPEN WORK AREA
A1-26
CANOPY
A1-41
3-IB-EF-1
3-IB-L-2
1455 CFM
22"x22"
18"x14"
10"ø
18"x14"
18"x14"
12"x12"
3-IB-AHU-1
22"x14"
12"x12"
18"x14"
29"x95"
S
S S
SS
S S
S
S S
13
1
2
1 2
1210
2
9
86
7
13
14
1211
11
14
12
12
1
2
12
12
2
1
1
2
3
12
12
21
12
12
6
54
2 1
CO2
SD
SD
SD
SD
CO2
SDCO2
MECHANICAL NOTES
1. VAV BOX SUPPORTED FROM THE STRUCTURE
ABOVE. REFER TO SCHEDULE FOR CAPACITIES
AND DETAILS FOR INSTALLATION
REQUIREMENTS.
2. MAINTAIN MINIMUM SERVICE CLEARANCE AS
REQUIRED BE NEC AND EQUIPMENT
MANUFACTURERS RECOMMENDATIONS.
3. ROUTE EXHAUST DUCTWORK AS SHOWN ON
PLAN. FOR CONT. SEE SHEET 3-IB-M.
4. INLINE EXHAUST FAN SUPPORTED FROM THE
STRUCTURE. REFER TO SCHEDULE FOR
CAPACITIES AND DETAILS FOR INSTALLATION.
PROVIDE WITH BACKDRAFT DAMPER.
5. MAINTAIN MINIMUM SERVICE CLEARANCE AS
REQUIRED BY NEC AND EQUIPMENT
MANUFACTURER.
6. LOUVER INSTALLED TIGHT TO UNDERSIDE OF
STRUCTURE. REFER TO SCHEDULE FOR SIZES
AND DETAILS FOR INSTALLATION. SEE
ARCHITECTURAL DRAWING FOR
WEATHERPROOFING REQUIREMENTS.
COORDINATE WITH GENERAL TRADES
CONTRACTOR FOR WALL FRAMING
REQUIREMENTS.
7. PROVIDE 24” DEEP OUTSIDE AIR PLENUM ON
LOUVER.
8. INSTALL AIR FLOW MONITORING STATION IN OA
DUCTWORK TO UNIT. BASIS OF DESIGN: RUSKIN
MODEL AMS. COORDINATE ELECTRICAL
REQUIREMENTS WITH ELECTRICAL
CONTRACTOR.
9. DUCT MOUNTED ELECTRIC HEATER INSTALLED
IN OUTSIDE AIR DUCTWORK AND SUPPORTED
FROM THE STRUCTURE ABOVE. REFER TO
SCHEDULE FOR CAPACITIES.
10. ROUTE OUTSIDE AIR DUCTWORK FROM
PLENUM TO PLENUM AS SHOWN ON PLAN.
PROVIDE WITH MOTORIZED DAMPER. REFER TO
SEQUENCE OF OPERATION.
11. MIXED AIR PLENUM SIZE PER PLANS AND TIGHT
TO UNDERSIDE OF STRUCTURE. MAKE FINAL
CONNECTION TO AIR HANDLER AS REQUIRED.
12. ROUTE DUCTWORK TIGHT TO STRUCTURE.
TYPICAL FOR ALL.
13. ROUTE CHILLED WATER PIPING, SIZE PER PLAN,
AS SHOWN. KEEP PIPING TIGHT TO
STRUCTURE.
14. ROUTE CHILLED WATER PIPING ABOVE NEW
LIGHT FIXTURES IN CEILING. PROVIDE WITH
ISOLATION VALVES.
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.rvt8/24/2017 7:08:05 AM3-IB-M400PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR -MECHANICAL07-14-2017S12014 3/16" = 1'-0"1 ENLARGED FLOOR PLAN -INBOUND - MECHANICAL DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
270
CONFORMED SET
AR
AQ
A6A5
18"x14"
14"x12"
12"x12"
10"x10"
10"x10"
EG-2
330 CFMEG-2
330 CFM
8"x8"
EG-2
75 CFM
14"x12"
EG-2
160 CFM
EG-2
280 CFM
EG-2
280 CFM 10"x10"
10"x10"10"x10"
WOMENS ROOM
A1-04
JANITOR
A1-03
MENS ROOM
A1-02
FAMILY RESTROOM
A1-01
INBOUND BAGGAGE CLAIM
A1-06
EXISTING MECHANICAL ROOM
A1-05
28"ø EXIST
32"ø EXIST
TG-2
0 CFM
TG-1
210 CFM
12"x12"
1
1
2
1
MECHANICAL NOTES
1. EXISTING DUCTWORK TO REMAIN.
2. ROUTE EXHAUST DUCTWORK AS SHOWN ON PLANS. FOR CONT SEE SHEET
3-IB-M400.
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.rvt8/24/2017 7:08:10 AM3-IB-M401PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR -MECHANICAL07-14-2017S12014 1/4" = 1'-0"1 ENLARGED FLOOR PLAN -INBOUND - 1ST FLOOR - MECHANICAL DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
271
CONFORMED SET
ASA16A17ARAQA14A15A12A13A10A8A6A11A9A7AP10"ø10"ø10"ø10"ø10"ø10"ø10"ø10"ø10"ø10"øSD-3375 CFMSD-3375 CFMSD-3375 CFMSD-3375 CFMSD-3375 CFMSD-3375 CFMSD-3375 CFMSD-3375 CFMSD-3375 CFMSD-3375 CFMSD-3375 CFMSD-3375 CFM10"ø - EXIST10"ø - EXIST10"ø - EXIST10"ø - EXISTEXISTVAV-2-5EXISTVAV-2-6EXISTVAV-2-8EXISTVAV-2-11EXISTVAV-2-13RG-32000 CFMRG-32000 CFMRG-32000 CFMRG-32000 CFMRG-32000 CFMSD-2200 CFMSD-2200 CFMSD-4400 CFMSD-4400 CFMSD-2200 CFMRG-32000 CFMRG-32000 CFMSD-2200 CFMSD-2200 CFMSD-2200 CFMSD-3300 CFMSD-3300 CFMSD-3300 CFMSD-3300 CFMSD-4400 CFMSD-3330 CFMSD-3330 CFMSD-3330 CFMSD-4400 CFMSD-4400 CFMSD-3375 CFMSD-3375 CFMSD-3375 CFMSD-3375 CFMEXISTVAV-2-14EXISTVAV-2-9EXISTVAV-2-12EXISTVAV-2-1EXISTVAV-2-2EXISTVAV-2-4EXISTVAV-2-348"x20"48"x20"14"x14"14"x14"14"x11"10"ø10"ø10"ø12"ø14"x12"132S5VAV-2-26323S5VAV-2-163367367S4VAV-2-3S4VAV-2-5S4VAV-2-6S4VAV-2-8S4VAV-2-11S4VAV-2-13S4VAV-2-1477367723323636S4VAV-2-9S4VAV-2-12MECHANICAL NOTES1. EXTEND EXISTING RA DUCT AS SHOWN ON PLAN TO CLEAR NEW RESTROOM WALL. MODIFY EXISTING DUCTWORK AS REQUIRED BY NEW WORK.2. RELOCATE EXISTING FAN FAN POWERED BOX AS SHOWN ON PLANS. SUPPORT UNIT FROM STRUCTURE ABOVE. REBALANCE AS REQUIRED BY SCHEDULE. COORDINATE NEW LOCATION WITH ELECTRICAL CONTRACTOR.3. REPLACE EQUIPMENT CONTROLLER IN THERE ENTIRETY INCLUDING WIRING BACK TO NEW BAS CONTROL PANEL.4. EXISTING SENSOR TO REMAIN. VERIFY OPERATION AND CALIBRATE. EXISTING WIRING TO REMAIN. DO NOT SPLICE WIRING REPLACE IN ITS ENTIRETY IF REQUIRED BY NEW BOX LOCATION. MODIFY AS REQUIRED BY NEW WORK.5. NEW SENSOR AND NEW WIRING TO EXISTING VAV BOX. 6. EXISTING FAN POWERED BOX TO REMAIN. VERIFY OPERATION AND REPAIR AS REQUIRED. REPLACE FILTER. REBALANCE AS REQUIRED BY NEW WORK.7. PROVIDE NEW CEILING DIFFUSER. MODIFY EXISTING FLEX DUCT AS REQUIRED BY NEW DIFFUSER. 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 FirmAs indicated
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt
9/7/2017 7:01:06 AM
3-IB-M402PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR -
MECHANICAL
07-14-2017
S12014 1/8" = 1'-0"1ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR - MECHANICALDAK
DAK
DAK
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 4 4272CONFORMED SET
AS
A20A19A18A16A17
AR
AQ
3-IB-L-3
2055 CFM
48"x36"
20"x20"
1-IB-EF-4
18"x18"
8"x8"
8"x8"
18"x16"
10"x10"10"x10"
16"x12"
10"x10"
10"x10"EG-2
420 CFM
EG-2
420 CFM
EG-2
435 CFM
EG-2
435 CFM
EG-2
135 CFM
EG-2
210 CFM
TG-1
135 CFM
TG-2
0 CFM
12"x12"
12"x12"TG-1
210 CFM
TG-2
0 CFM
3-IB-L-4
2400 CFM
3-IB-L-5
2400 CFM
3-IB-L-6
2400 CFM
90"x48"
60"x30"60"x30" UP
MENS ROOM
A1-07
WOMENS ROOM
A1-08
JANITOR
A1-10
FAMILY RESTROOM
A1-09
CORRIDOR
A1-11
ALPHA STORAGE
A1-43
INBOUND BAGGAGE CLAIM
A1-06
26"ø EXIST
24"x16" EXIST18"x16" EXIST18"x14" EXIST14"x14" EXIST10"x14"
16"x14" EXIST10"x14" EXIST 20"x14"
20"x14" EXIST
16"x16"
16"x16" EXIST
12"x16" EXIST8"x16" EXIST
16"ø
16"ø
18"ø
24"ø
EXIST
VAV-4-3
EXIST
VAV-4-4
EXIST
VAV-4-2
EXIST
VAV-4-1
60"x30"60"x30" UP
SD-1
150 CFM
SD-4
450 CFM
SD-4
650 CFM
SD-4
650 CFM
SD-4
650 CFM
SD-4
650 CFM
SD-4
650 CFM
SD-4
650 CFM SD-4
450 CFM SD-1
150 CFM
SD-2
200 CFM
SD-4
650 CFM
SD-4
650 CFM
24"x14"
SR-2
450 CFM
RG-3
1500 CFM RG-3
1500 CFM
RG-3
1500 CFM
RG-3
1500 CFM
S
S
S
5
3
3
3
5
3
16
8 4 9
13
14
15
12
10
11
3
7
17
1
4
26
5
3
6
2
4
3
7
16
48
9
3
MECHANICAL NOTES
1. EXISTING DUCTWORK TO REMAIN.
2. EXISTING VAV BOX TO REMAIN. SEE CAMPUS
CONTROL DRAWING FOR CONTROLS
REPLACEMENT.
3. EXISTING DUCTWORK TO REMAIN. MODIFY AS
REQUIRED BY NEW WORK.
4. MAINTAIN EXISTING SERVICE CLEARANCE AS
REQUIRED BY NEC AND EQUIPMENT
MANUFACTURER.
5. NEW SENSOR AND NEW WIRING TO EXISTING VAV
BOX.
6. TRANSFER AIR DUCTWORK LOCATED ABOVE
CEILING, SIZE PER PLAN. PROVIDE WITH ELBOW UP
AND 1/2”x1/2” METAL MESH OVER OPENING ON
STORAGE SIDE.
7. TRANSFER AIR DUCTWORK ABOVE CEILING.
8. RELOCATE EXISTING VAV BOX TO LOCATION
SHOWN ON PLAN. SUPPORT AS REQUIRED FROM
STRUCTURE. COORDINATE WITH NEW LOCATION
WITH ELECTRICAL CONTRACTOR.
9. PROVIDE NEW DUCTWORK AS REQUIRED TO
RECONNECT EXISTING VAV TO SA DUCTWORK ON
BOTH INLET AND OUTLET OF BOX. TYPICAL FOR ALL.
10. INLINE EXHAUST FAN SUPPORTED FROM THE
STRUCTURE. REFER TO SCHEDULE FOR CAPACITIES
AND DETAILS FOR INSTALLATION. COORDINATE
FINAL LOCATION WITH NEW STORAGE ROOM
LAYOUT.
11. MAINTAIN EXISTING SERVICE CLEARANCE AS
REQUIRED BY NEC AND EQUIPMENT
MANUFACTURER.
12. NEW LOUVER INSTALLED IN EXISTING METAL
BUILDING STYLE WALL. REFER TO SCHEDULE FOR
SIZE AND ARCHITECTURAL DRAWINGS FOR
WEATHERPROOFING. COORDINATE WITH GENERAL
TRADES CONTRACTOR FOR EXISTING WALL
FRAMING REQUIREMENTS.
13. PROVIDE WITH MOTORIZED AND BACKDRAFT
DAMPER. INTERLOCK DAMPER WITH EXISTING AIR
HANDLER AHU-A-4. MOTORIZED DAMPER SHALL
OPEN WHEN AIR HANDLER IS ENERGIZED. SET
COUNTERBALANCED BACKDRAFT DAMPER FOR
0.05” S.P.
14. PROVIDE WITH MOTORIZED AND BACKDRAFT
DAMPER. INTERLOCK DAMPER WITH AIR HANDLER
1-IB-AHU-1. MOTORIZED DAMPER SHALL OPEN
WHEN AIR HANDLER IS ENERGIZED. SET
COUNTERBALANCED BACKDRAFT DAMPER FOR
0.05” S.P.
15. PROVIDE WITH MOTORIZED AND BACKDRAFT
DAMPER. INTERLOCK DAMPER WITH EXISTING AIR
HANDLER AHU-A-2. MOTORIZED DAMPER SHALL
OPEN WHEN AIR HANDLER IS ENERGIZED. SET
COUNTERBALANCED BACKDRAFT DAMPER FOR
0.05” S.P.
16. REPLACE EQUIPMENT CONTROLLER IN THEIR
ENTIRETY INCLUDING WIRING BACK TO NEW BAS
CONTROL PANEL.
17. TRANSFER AIR DUCTWORK LOCATED TIGHT TO
STRUCTURE, SIZE PER PLAN. PROVIDE WITH ELBOW
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
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/24/2017 7:08:18 AM3-IB-M403PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR -MECHANICAL07-14-2017S12014 1/4" = 1'-0"1 ENLARGED FLOOR PALN - INBOUND - 1ST FLOOR - MECHANICAL DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
273
CONFORMED SET
A20A19A18A16A17
AP
AN
SW1
SWA
RESTROOM
A1-49
RESTROOM
A1-48 EXISTING MECHANICAL ROOM
A1-45
COVERED AREA
A1-42
ALPHA STORAGE
A1-43
INBOUND BAGGAGE CLAIM
A1-06
POD 1
S1-01
HVAC
S1-02
60"x30" EXIST
32"ø EXIST
28"ø EXIST
26"ø EXIST
24"x16" EXIST18"x16" EXIST18"x14" EXIST14"x14" EXIST10"x14" EXSIT
8"x16" EXIST 12"x16" EXIST 16"x16" EXIST 20"x16" EXIST 26"x16" EXIST
24"x16" EXIST24"x14" EXIST18"x14" EXIST12"x14" EXIST
10"x12" EXIST
10"x12" EXIST
10"x12" EXIST
3-IB-L-7
7500 CFM
EXIST
VAV-A-4-6
EXIST
VAV-A-4-1
EXIST
VAV-A-4-2
60"x30"
60"x30" UP
24"x14"
SR-2
450 CFM
SD-4
650 CFM
SD-4
650 CFM
SD-4
650 CFM
SD-4
650 CFM
24"x14"
SR-2
450 CFM
SR-2
450 CFM
24"x14"
SD-4
650 CFM
SD-4
650 CFM
SD-2
200 CFM
SD-4
650 CFM
SD-4
650 CFM
SD-4
650 CFM
12"ø - TYP
72"x60"
36"x28"
40"x30" EXIST
EXIST
AHU-A-4
EXIST
AHU-A-4
MRG-3
1500 CFM
RG-3
1500 CFM
RG-3
1500 CFM
RG-3
1500 CFM
RG-3
1500 CFM
RG-3
1500 CFM
RG-3
1500 CFM
RG-3
1500 CFM
9
7 7
7
4
5
3
4
2 1
6
8
6
8
7
9
S
S
7
10
7
6
8
4
7
77
7
9
S
MECHANICAL NOTES
1. NEW LOUVER INSTALLED OVER EXISTING
DOORS. REFER TO SCHEDULE FOR SIZE AND
ARCHITECTURAL DRAWINGS FOR
WEATHERPROOFING. COORDINATE SIZE OF
LOUVER WITH EXISTING WALL FRAMING.
2. OA PLENUM AS REQUIRED FOR
CONNECTION TO LOUVER AND OA DUCT.
MAKE FINAL CONNECTION TO LOUVER AS
REQUIRED.
3. ROUTE NEW OA DUCT, SIZE PER PLANS
BACK TO AIR HANDLER. MAKE FINAL
CONNECTION TO AIR HANDLER AND PLENUM
AS REQUIRED. PROVIDE WITH MOTORIZED
DAMPER. REFER TO SEQUENCE OF
OPERATION FOR CONTROL.
4. EXISTING DUCTWORK TO REMAIN.
5. EXISTING AIR HANDLER TO REMAIN. SEE
CAMPUS CONTROL DRAWING FOR
CONTROLS REPLACEMENT.
6. EXISTING VAV BOX TO REMAIN. SEE CAMPUS
CONTROL DRAWING FOR CONTROLS
REPLACEMENT.
7. EXISTING DUCTWORK TO REMAIN. MODIFY
AS REQUIRED BY NEW WORK.
8. MAINTAIN EXISTING SERVICE CLEARANCE AS
REQUIRED BY NEC AND EQUIPMENT
MANUFACTURER.
9. NEW SENSOR AND NEW WIRING TO
EXISTING VAV BOX.
10. TRANSFER AIR DUCTWORK LOCATED ABOVE
CEILING, SIZE PER PLAN. PROVIDE WITH
ELBOW UP AND 1/2”x1/2” METAL MESH OVER
OPENING ON STORAGE SIDE.
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.rvt8/24/2017 7:08:23 AM3-IB-M404PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR -MECHANICAL07-14-2017S12014DAKDAKDAKDMAS NOTED 1/4" = 1'-0"1 ENLARGED FLOOR PALN - INBOUND - 1ST FLOOR - MECHANICAL REVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
274
CONFORMED SET
A19
AM
6"ø6"ø8"ø
8"ø
3-IB-EF-2 3-IB-EF-3
6"ø CHWS
6"ø CHWR
6"ø CHWS
6"ø CHWR
WALL CAP
COVERED AREA
A1-42
BREAK ROOM
A1-46
EXISTING STORAGE ROOM
A1-44
EXISTING MECHANICAL ROOM
A1-45
ALPHA STORAGE
A1-43
RESTROOM
A1-48
RESTROOM
A1-49
3
2
4
1 1
MECHANICAL NOTES
1. CEILING MOUNTED EXHAUST FAN SUPPORTED FROM STRUCTURE ABOVE.
REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION.
2. COORDINATE CEILING REMOVAL AND REPLACEMENT WITH GENERAL
TRADES CONTRACTOR AS REQUIRED BY NEW WORK.
3. WALL CAP FOR GENERAL EXHAUST DISCHARGE. COORDINATE WITH
GENERAL TRADES CONTRACTOR FOR WALL OPENING AND
WEATHERPROOFING. BASIS OF DESIGN: BROAN MODEL 843BL.
4. CHILLED WATER PIPING, SIZE PER PLAN, ROUTED THRU SPACE TO SERVE
NEW BUILDING ADDITION.
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.rvt8/24/2017 7:08:28 AM3-IB-M405PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR -MECHANICAL07-14-2017S12014 1/4" = 1'-0"1 ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR - MECHANICAL DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
275
CONFORMED SET
A10A8A9
AM
22"x14"44"x14"
34"x18"
90"x18"
56"x18"
22"x14"29"x95"
72"x24"
3-IB-AHU-1
56"x18"
4"ø CHWR4"ø CHWS
MECHANICAL ROOM
A1-33
OPEN WORK AREA
A1-26
INBOUND BAGGAGE CLAIM
A1-06
10 10 8
3
7
10
1
6
5
4
29
SD
C O 2MECHANICAL NOTES
1. AIR HANDLER MOUNTED ON CONCRETE SERVICE PAD. REFER TO SCHEDULE
FOR CAPACITIES. SECURE UNIT TO PAD AS REQUIRED BY EQUIPMENT
MANUFACTURER.
2. CONCRETE SERVICE PAD 6” THICK AND 8” LARGER THAN THE EQUIPMENT
ALL AROUND. COORDINATE WITH PLUMBING CONTRACTOR FOR FLOOR
DRAIN LOCATION.
3. MAINTAIN SERVICE CLEARANCE AS REQUIRED BY NEC AND EQUIPMENT
MANUFACTURER.
4. RETURN AIR PLENUM, SIZE PER PLAN, UP TO UNDERSIDE OF STRUCTURE.
MAKE FINAL CONNECTION TO UNIT AS REQUIRED.
5. ROUTE RETURN AIR DUCTWORK, SIZE PER PLAN, FROM PLENUM TIGHT TO
STRUCTURE. MAKE FINAL CONNECTION TO PLENUM AS REQUIRED.
6. ROUTE RETURN AIR DUCTWORK, SIZE PER PLAN, FROM PLENUM 24” BELOW
THE STRUCTURE. MAKE FINAL CONNECTION TO PLENUM AS REQUIRED.
PROVIDE WITH (1) OF (6) SMOKE DETECTORS REQUIRED AT THIS AIR
HANDLER LOCATION.
7. ROUTE SUPPLY AIR DUCTWORK, SIZE PER PLAN, FROM AIR HANDLER
OPENING UP TIGHT TO STRUCTURE. MAKE FINAL CONNECTION TO UNIT AS
REQUIRED.
8. ROUTE CHILLED WATER SUPPLY AND RETURN PIPING, SIZE PER PLANS, AS
SHOWN. REFER TO COIL PIPING DETAIL FOR VALVING AND PIPING
REQUIREMENTS.
9. ROUTE COPPER CONDENSATE PIPING, FULL SIZE, FROM UNIT TO FLOOR
DRAIN. PROVIDE WITH P-TRAP, INSULATION AND SUPPORTS AS REQUIRED.
COORDINATE LOCATION WITH PLUMBING CONTRACTOR.
10. ROUTE DUCTWORK TIGHT TO STRUCTURE.
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.rvt8/24/2017 7:08:33 AM3-IB-M406PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED MECHANICAL ROOM FLOOR PLAN07-14-2017S12014 1/4" = 1'-0"1 ENLARGED MECHANICAL ROOM FLOOR PLAN DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
276
CONFORMED SET
A20ANAMSW6SW5SW4SW2SW1SW7SWASW3SWB38"x40" UP40"x38"40"x38"3-SW-EDH-23-SW-AHU-13-SW-VAV-1SR-1525 CFMSR-1525 CFMSR-1525 CFM3-SW-EDH-138"x38" RA36"x12"RG-42700 CFM56"x38" UP18"x38"38"x40" DN6"ø CHWS6"ø CHWR2 1/2"ø CHWS2 1/2"ø CHWR6"ø CHWR6"ø CHWS3-SW-CU-126"x26" SA PLENUMSR-2600 CFM3-SW-AHU-4SR-2600 CFM18"x17" RA DUCTRG-40 CFMRG-42100 CFM48"x18"AIR COMPFIRE RISERRG-40 CFMRG-42700 CFM48"x18"SR-1525 CFM3-SW-L-25400 CFM3-SW-AFS-13" PVCSLEEVEMSR-1300 CFMSR-1300 CFM16"ø36"x18"72"x48"CORRIDORS1-05ELECTRICALS1-03ITS1-04POD 1S1-01EXISTING MECHANICAL ROOMA1-45EXISTING STORAGE ROOMA1-44FIRE RISERS1-04ASR-175 CFMST32324222119141567833191831129112141612525242010491713MMECHANICAL NOTES1. AIR HANDLER MOUNTED ON CONCRETE SERVICE PAD. REFER TO SCHEDULE FOR CAPACITIES. SECURE UNIT TO PAD AS REQUIRED BY EQUIPMENT MANUFACTURER.2. CONCRETE SERVICE PAD 6” THICK AND 8” LARGER THAN THE EQUIPMENT ALL AROUND. COORDINATE WITH PLUMBING CONTRACTOR FOR FLOOR DRAIN LOCATION.3. MAINTAIN SERVICE CLEARANCE AS REQUIRED BY NEC AND EQUIPMENT MANUFACTURER.4. ROUTE MIXED AIR DUCT FROM UNIT UP TO RETURN AND OUTSIDE AIR DUCTS ABOVE, SIZE PER PLAN. MAKE FINAL CONNECTION TO UNIT AS REQUIRED.5. ROUTE RETURN AIR DUCTWORK, SIZE PER PLAN, UP FROM UNIT AND THRU FLOOR TO SPACE ABOVE. MAKE FINAL CONNECTION TO PLENUM AS REQUIRED.6. LOUVER INSTALLED TIGHT TO UNDERSIDE OF STRUCTURE. REFER TO SCHEDULE FOR SIZES AND DETAILS FOR INSTALLATION. SEE ARCHITECTURAL DRAWING FOR WEATHERPROOFING REQUIREMENTS. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR WALL FRAMING REQUIREMENTS.7. PROVIDE 42” DEEP OUTSIDE AIR PLENUM ON LOUVER.8. INSTALL AIR FLOW MONITORING STATION IN OA DUCTWORK TO UNIT. BASIS OF DESIGN: RUSKIN MODEL AMS. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.9. DUCT MOUNTED ELECTRIC HEATER INSTALLED IN OUTSIDE AIR DUCTWORK AND SUPPORTED FROM THE STRUCTURE ABOVE. REFER TO SCHEDULE FOR CAPACITIES.10. ROUTE OUTSIDE AIR DUCTWORK FROM PLENUM TO PLENUM AS SHOWN ON PLAN. PROVIDE WITH MOTORIZED DAMPER. REFER TO SEQUENCE OF OPERATION.11. ROUTE SUPPLY AIR DUCTWORK, SIZE PER PLAN, FROM AIR HANDLER OPENING UP TO 12” FROM THE STRUCTURE. MAKE FINAL CONNECTION TO UNIT AS REQUIRED.12. ROUTE DUCTWORK ACROSS CEILING THEN UP THRU FLOOR TO SPACE ABOVE. PROVIDE WITH MOTORIZED DAMPER REFER TO SEQUENCE OF OPERATION FOR CONTROL.13. ROUTE COPPER CONDENSATE PIPING, FULL SIZE, FROM UNIT TO FLOOR DRAIN. PROVIDE WITH P-TRAP, INSULATION AND SUPPORTS AS REQUIRED. COORDINATE LOCATION WITH PLUMBING CONTRACTOR.14. ROUTE CHILLED WATER SUPPLY AND RETURN PIPING TIGHT TO UNDER SIDE AND SUPPORTED FROM THE STRUCTURE ABOVE. 15. COORDINATE WITH OTHER TRADES FOR PIPING ROUTING UNDER CANOPY AREAS.16. CHILLED WATER PIPING ROUTED THRU EXISTING CEILING SPACE. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR CEILING REMOVAL AND RE-INSTALLATION AS REQUIRED BY NEW WORK.17. ROUTE CHILLED WATER SUPPLY AND RETURN PIPING, SIZE PER PLANS, AS SHOWN. REFER TO COIL PIPING DETAIL FOR VALVING AND PIPING REQUIREMENTS.18. VAV BOX SUPPORTED FROM THE STRUCTURE ABOVE. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION REQUIREMENTS.19. PROVIDE TRANSFER AIR DUCTWORK AS SHOWN ON PLANS.20. PROVIDE RETURN AIR GRILLE MOUNTED IN VERTICAL SECTION OF DUCTWORK.21. UNDERCUT DOOR 3/4” CLEAR. TYPICAL OF 2.22. AIR HANDLER MOUNTED ON STEEL STAND. REFER TO SPECIFICATIONS AND SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION REQUIREMENTS. ROUTED ROUTE SA AND RA DUCTWORK AS SHOWN ON DETAIL.23. ROUTE COPPER CONDENSATE PIPING, FULL SIZE, FROM AIR HANDLER TO CONDENSATE PIPING. PROVIDE WITH P-TRAP, INSULATION, AND SUPPORTS AS REQUIRED. COORDINATE WITH PLUMBING DRAWINGS FOR FINAL LOCATION OF CONDENSATE PIPING UNDERFLOOR.24. ROUTE REFRIG. LINES THRU 3” PVC SLEEVE. SIZE REFRIG. LINES SIZED PER EQUIPMENT MANUFACTURER’S RECOMMENDATIONS. INSTALL REFRIG. PIPING AND SLEEVE PER DETAILS. SEAL BOTH END AIR AND WATER TIGHT.25. 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.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 7:01:27 AM
3-SW-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
FLOOR PLAN - SKYWALK POD 1 - 1ST FLOOR -
MECHANICAL
07-14-2017
S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/4" = 1'-0"1FLOOR PLAN - SKYWALK POD 1 - 1ST FLOOR - MECHANICALDAK
DAK
DAK
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 44
277CONFORMED SET
SWDSWFSW18SW21SW22SW24SW26SWCSWESWGSW20SW2518"x18"14"x14"3-SW-EF-114"x14"14"x14" UPEG-275 CFM3-SW-L-35400 CFM3-SW-AFS-272"x48"36"x18"3-SW-EDH-336"x18"95"x29"36"x12"RG-42100 CFM40"x44" RA40"x40" UP40"x40"30"x56"14"ø30"x56"3-SW-AHU-23-SW-VAV-2EG-1350 CFMEG-1350 CFMEG-1350 CFMEG-1350 CFM6"ø CHWS6"ø CHWR4"ø CHWR4"ø CHWS6"ø CHWR6"ø CHWS3"ø CHWR3"ø CHWS4"ø CHWR4"ø CHWS3-SW-CU-226"x26" SA PLENUM24"x14" -TYPSR-2600 CFM3-SW-AHU-5SR-2600 CFM18"x17" RA DUCT3-SW-L-11070 CFM36"x24"3" PVCSLEEVE8"x8"POD 2S1-06CORRIDORS1-05RESTROOMS1-07ITS1-08CORRIDORS1-0914136732419253212220TS2316111M 123391510876M18131442322115MECHANICAL NOTES1. AIR HANDLER MOUNTED ON CONCRETE SERVICE PAD. REFER TO SCHEDULE FOR CAPACITIES. SECURE UNIT TO PAD AS REQUIRED BY EQUIPMENT MANUFACTURER.2. CONCRETE SERVICE PAD 6” THICK AND 8” LARGER THAN THE EQUIPMENT ALL AROUND. COORDINATE WITH PLUMBING CONTRACTOR FOR FLOOR DRAIN LOCATION.3. MAINTAIN SERVICE CLEARANCE AS REQUIRED BY NEC AND EQUIPMENT MANUFACTURER.4. ROUTE MIXED AIR PLENUM FROM UNIT AS SHOWN ON PLAN. MAKE FINAL CONNECTION TO UNIT AS REQUIRED.5. ROUTE RETURN AIR DUCTWORK, SIZE PER PLAN, UP FROM PLENUM AND THRU FLOOR TO SPACE ABOVE. MAKE FINAL CONNECTION TO PLENUM AS REQUIRED.6. LOUVER INSTALLED TIGHT TO UNDERSIDE OF STRUCTURE. REFER TO SCHEDULE FOR SIZES AND DETAILS FOR INSTALLATION. SEE ARCHITECTURAL DRAWING FOR WEATHERPROOFING REQUIREMENTS. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR WALL FRAMING REQUIREMENTS.7. PROVIDE 24” DEEP OUTSIDE AIR PLENUM ON LOUVER.8. INSTALL AIR FLOW MONITORING STATION IN OA DUCTWORK TO UNIT. BASIS OF DESIGN: RUSKIN MODEL AMS. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.9. DUCT MOUNTED ELECTRIC HEATER INSTALLED IN OUTSIDE AIR DUCTWORK AND SUPPORTED FROM THE STRUCTURE ABOVE. REFER TO SCHEDULE FOR CAPACITIES.10. ROUTE OUTSIDE AIR DUCTWORK FROM PLENUM TO PLENUM AS SHOWN ON PLAN. PROVIDE WITH MOTORIZED DAMPER. REFER TO SEQUENCE OF OPERATION.11. ROUTE SUPPLY AIR DUCTWORK, SIZE PER PLAN, FROM AIR HANDLER ACROSS FLOOR AND UP THRU FLOOR TO SPACE ABOVE. MAKE FINAL CONNECTION TO UNIT AS REQUIRED. PROVIDE WITH MOTORIZED DAMPER. REFER TO SEQUENCE OF OPERATION FOR CONTROL.12. ROUTE COPPER CONDENSATE PIPING, FULL SIZE, FROM UNIT TO FLOOR DRAIN. PROVIDE WITH P-TRAP, INSULATION AND SUPPORTS AS REQUIRED. COORDINATE LOCATION WITH PLUMBING CONTRACTOR.13. ROUTE CHILLED WATER SUPPLY AND RETURN PIPING TIGHT TO UNDER SIDE AND SUPPORTED FROM THE STRUCTURE ABOVE. 14. COORDINATE WITH OTHER TRADES FOR PIPING ROUTING UNDER CANOPY AREAS.15. ROUTE CHILLED WATER SUPPLY AND RETURN PIPING, SIZE PER PLANS, AS SHOWN. REFER TO COIL PIPING DETAIL FOR VALVING AND PIPING REQUIREMENTS.16. VAV BOX SUPPORTED FROM THE STRUCTURE ABOVE. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION REQUIREMENTS.17. PROVIDE TRANSFER AIR DUCTWORK AS SHOWN ON PLANS.18. PROVIDE RETURN AIR GRILLE MOUNTED IN VERTICAL SECTION OF DUCTWORK.19. UNDERCUT DOOR 3/4” CLEAR.20. AIR HANDLER MOUNTED ON STEEL STAND. REFER TO SPECIFICATIONS AND SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION REQUIREMENTS. ROUTED ROUTE SA AND RA DUCTWORK AS SHOWN ON DETAIL.21. ROUTE COPPER CONDENSATE PIPING, FULL SIZE, FROM AIR HANDLER TO CONDENSATE PIPING. PROVIDE WITH P-TRAP, INSULATION, AND SUPPORTS AS REQUIRED. COORDINATE WITH PLUMBING DRAWINGS FOR FINAL LOCATION OF CONDENSATE PIPING UNDERFLOOR.22. ROUTE REFRIG. LINES THRU 3” PVC SLEEVE. SIZE REFRIG. LINES SIZED PER EQUIPMENT MANUFACTURER’S RECOMMENDATIONS. INSTALL REFRIG. PIPING AND SLEEVE PER DETAILS. SEAL BOTH END AIR AND WATER TIGHT.23. 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.24. INLINE EXHAUST FAN SUPPORTED FROM STRUCTURE ABOVE. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION.25. ROUTE DUCTWORK UP THRU FLOOR TO SPACE ABOVE.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 7:01:32 AM
3-SW-M101PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
FLOOR PLAN - SKYWALK POD 2 - 1ST FLOOR -
MECHANICAL
07-14-2017
S12014 1/4" = 1'-0"1FLOOR PLAN - SKYWALK POD 2 - 1ST FLOOR - MECHANICALORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHDAK
DAK
DAK
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 44
278CONFORMED SET
SW21SW24SWPSWQSWRSW19SW23SW27SW20SW253-SW-VAV-3SR-1350 CFMSR-1350 CFMSR-1350 CFMSR-1350 CFM40"x24"108"x48"3-SW-L-48000 CFM3-SW-AFS-14"ø CHWR4"ø CHWS26"x26" SA PLENUM24"x14" -TYPSR-2600 CFM3-SW-AHU-6SR-2600 CFM18"x17" RA DUCT3-SW-CU-314"x14"3" PVC SLEEVEMPOD 3S1-10CORRIDORS1-09ITS1-113-SW-EDH-4108"x42"48"x40"48"x40"36"x12"RG-41400 CFM48"x40"40"x56"40"x56"14"ø3-SW-AHU-34"ø CHWR4"ø CHWSBOD 6' - 1"BOD 5' - 3"BOD 2' - 11"6781059343151212517111613142118319203TSMECHANICAL NOTES1. AIR HANDLER MOUNTED ON CONCRETE SERVICE PAD. REFER TO SCHEDULE FOR CAPACITIES. SECURE UNIT TO PAD AS REQUIRED BY EQUIPMENT MANUFACTURER.2. CONCRETE SERVICE PAD 6” THICK AND 8” LARGER THAN THE EQUIPMENT ALL AROUND. COORDINATE WITH PLUMBING CONTRACTOR FOR FLOOR DRAIN LOCATION.3. MAINTAIN SERVICE CLEARANCE AS REQUIRED BY NEC AND EQUIPMENT MANUFACTURER.4. ROUTE MIXED AIR PLENUM FROM UNIT AS SHOWN ON PLAN. MAKE FINAL CONNECTION TO UNIT AS REQUIRED.5. ROUTE RETURN AIR DUCTWORK, SIZE PER PLAN, FROM PLENUM AND UP THRU FLOOR TO SPACE ABOVE. MAKE FINAL CONNECTION TO PLENUM AS REQUIRED. 6. LOUVER INSTALLED TIGHT TO UNDERSIDE OF STRUCTURE. REFER TO SCHEDULE FOR SIZES AND DETAILS FOR INSTALLATION. SEE ARCHITECTURAL DRAWING FOR WEATHERPROOFING REQUIREMENTS. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR WALL FRAMING REQUIREMENTS.7. PROVIDE 24” DEEP OUTSIDE AIR PLENUM ON LOUVER.8. INSTALL AIR FLOW MONITORING STATION IN OA DUCTWORK TO UNIT. BASIS OF DESIGN: RUSKIN MODEL AMS. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.9. DUCT MOUNTED ELECTRIC HEATER INSTALLED IN OUTSIDE AIR DUCTWORK AND SUPPORTED FROM THE STRUCTURE ABOVE. REFER TO SCHEDULE FOR CAPACITIES.10. ROUTE OUTSIDE AIR DUCTWORK FROM PLENUM TO PLENUM AS SHOWN ON PLAN. PROVIDE WITH MOTORIZED DAMPER. REFER TO SEQUENCE OF OPERATION.11. ROUTE SUPPLY AIR DUCTWORK, SIZE PER PLAN, FROM AIR HANDLER ACROSS FLOOR AND UP THRU FLOOR TO SPACE ABOVE. MAKE FINAL CONNECTION TO UNIT AS REQUIRED. PROVIDE WITH MOTORIZED DAMPER. REFER TO SEQUENCE OF OPERATION FOR CONTROL.12. ROUTE COPPER CONDENSATE PIPING, FULL SIZE, FROM UNIT TO FLOOR DRAIN. PROVIDE WITH P-TRAP, INSULATION AND SUPPORTS AS REQUIRED. COORDINATE LOCATION WITH PLUMBING CONTRACTOR.13. ROUTE CHILLED WATER SUPPLY AND RETURN PIPING TIGHT TO UNDER SIDE AND SUPPORTED FROM THE STRUCTURE ABOVE. 14. COORDINATE WITH OTHER TRADES FOR PIPING ROUTING UNDER CANOPY AREAS.15. ROUTE CHILLED WATER SUPPLY AND RETURN PIPING, SIZE PER PLANS, AS SHOWN. REFER TO COIL PIPING DETAIL FOR VALVING AND PIPING REQUIREMENTS.16. VAV BOX SUPPORTED FROM THE STRUCTURE ABOVE. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION REQUIREMENTS.17. PROVIDE RETURN AIR GRILLE MOUNTED IN VERTICAL SECTION OF DUCTWORK.18. AIR HANDLER MOUNTED ON STEEL STAND. REFER TO SPECIFICATIONS AND SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION REQUIREMENTS. ROUTED ROUTE SA AND RA DUCTWORK AS SHOWN ON DETAIL.19. ROUTE COPPER CONDENSATE PIPING, FULL SIZE, FROM AIR HANDLER TO CONDENSATE PIPING. PROVIDE WITH P-TRAP, INSULATION, AND SUPPORTS AS REQUIRED. COORDINATE WITH PLUMBING DRAWINGS FOR FINAL LOCATION OF CONDENSATE PIPING UNDERFLOOR.20. ROUTE REFRIG. LINES THRU 3” PVC SLEEVE. SIZE REFRIG. LINES SIZED PER EQUIPMENT MANUFACTURER’S RECOMMENDATIONS. INSTALL REFRIG. PIPING AND SLEEVE PER DETAILS. SEAL BOTH END AIR AND WATER TIGHT.21. 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.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 7:01:37 AM
3-SW-M102PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
FLOOR PLAN - SKYWALK POD 3 - 1ST FLOOR -
MECHANICAL
07-14-2017
S12014 1/4" = 1'-0"1FLOOR PLAN - SKYWALK POD 3 - 1ST FLOOR - MECHANICALORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHDAK
DAK
DAK
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 4
ENTIRE SHEET REVISED 4279CONFORMED SET
A20ANAMAALK.9AK3AKSW8SW6SW5SW9SW10SW11SWDSWFSW12SW13SW14SW15SW16SW17SW4SW2SW1SW7SW18SWCSWESWASW3SWB38"x38" RA38"x40"38"x20"20"x38"38"x20"38"x20"38"x20"38"x20"36"x18"36"x16"32"x14"LD-2275 CFM24"x14"16"x12"16"x12"24"x14"32"x14"36"x16"36"x18"42"x18"RG-41165 CFMTYP OF 12TYP OF 12SR-4250 CFMLD-2275 CFMTYP OF 25TYP OF 2032"x22"32"x20"32"x18"32"x16"28"x16"24"x16"22"x14"16"x14"12"x12"12"x12"16"x14"22"x14"24"x16"28"x16"32"x16"32"x18"32"x20"32"x22"LD-2170 CFMLD-2170 CFMTYP OF 38TYP OF 3712344MECHANICAL NOTES1. ROUTE DUCTWORK UP FROM BELOW IN CHASE.2. RA DUCT STOPS AT 36” BELOW SA DUCT ABOVE. PROVIDE 1/2"x 1/2” METAL MESH OVER RA OPENING.3. COORDINATE FINAL LOCATION OF SUPPLY AND RETURN AIR GRILLES WITH ARCHITECTURAL, INTERIORS, AND ELECTRICAL DRAWINGS.4. ROUTE DUCTWORK TIGHT TO STRUCTURE. TYPICAL.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 7:01:45 AM
3-SW-M103PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
FLOOR PLAN - SKYWALK POD 1 & CORRIDOR - 2ND
FLOOR - MECHANICAL
07-14-2017
S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 3/32" = 1'-0"1FLOOR PLAN - SKYWALK POD 1 & CORRIDOR - 2ND FLOOR - MECHANICALDAK
DAK
DAK
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 4 4280CONFORMED SET
SWDSWFSWHSWJSWKSW18SW21SW22SW24SW26SWCSWESWGSW20SW2514"x14"12"x12"10"x10"8"x8"8"x8"10"x10"8"x8"8"x8"14"x14"EG-2230 CFMEG-275 CFMSD-690 CFMSD-690 CFMEG-2230 CFMTYP OF 2TYP OF 240"x44" RA20"x40"40"x20"40"x40"40"x20"40"x20"40"x20"40"x20"32"x22"32"x22"28"x38"28"x38"RG-41620 CFMSR-4270 CFMTYP OF 12TYP OF 1218"x12"18"x12"22"x14"22"x14"30"x14"30"x14"30"x18"30"x18"34"x18"34"x18"40"x18"40"x18"LD-2135 CFMLD-2135 CFMLD-2135 CFMLD-2135 CFMTYP OF 22TYP OF 22TYP OF 22TYP OF 223-SW-L-53400 CFM3-SW-L-63400 CFM3-SW-L-73400 CFM42"x42" RELIEF -TYP43112189107SWLSWMSWNSW21SW24SWPSWQSWRSW19SW23SW27SW20SW2534"x18"34"x18"40"x18"40"x18"40"x20"40"x20"44"x20"44"x20"48"x20"48"x20"54"x20"54"x20"40"x28"40"x28"40"x28"60"x26"60"x26"SR-4365 CFMTYP OF 13TYP OF 12LD-2135 CFMLD-2135 CFMLD-2135 CFMLD-2135 CFMTYP OF 18TYP OF 18TYP OF 18TYP OF 18RG-32165 CFMRG-3900 CFMRG-3900 CFM40"x28" SA DN48"x40"40"x28"TYP OF 256"x40" SA DN40"x28"3124MECHANICAL NOTES1. ROUTE DUCTWORK UP FROM BELOW IN CHASE.2. RA DUCT STOPS AT 36” BELOW SA DUCT ABOVE. PROVIDE 1/2"x 1/2” METAL MESH OVER RA OPENING.3. COORDINATE FINAL LOCATION OF SUPPLY AND RETURN AIR GRILLES WITH ARCHITECTURAL, INTERIORS, AND ELECTRICAL DRAWINGS.4. ROUTE DUCTWORK TIGHT TO STRUCTURE. TYPICAL.5. LOUVER INSTALLED TIGHT TO UNDERSIDE OF STRUCTURE. REFER TO SCHEDULE FOR SIZES AND DETAILS FOR INSTALLATION. SEE ARCHITECTURAL DRAWING FOR WEATHERPROOFING REQUIREMENTS. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR WALL FRAMING REQUIREMENTS.6. PROVIDE 24” DEEP OUTSIDE AIR PLENUM ON LOUVER.7. NEW LOUVER INSTALLED IN METAL BUILDING STYLE WALL. REFER TO SCHEDULE FOR SIZE AND ARCHITECTURAL DRAWINGS FOR WEATHERPROOFING. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR EXISTING WALL FRAMING REQUIREMENTS. TYPICAL OF 3.8. PROVIDE WITH MOTORIZED AND BACKDRAFT DAMPER. INTERLOCK DAMPER WITH AIR HANDLER 3-SW-AHU-1. MOTORIZED DAMPER SHALL OPEN WHEN AIR HANDLER IS ENERGIZED. SET COUNTERBALANCED BACKDRAFT DAMPER FOR 0.05” S.P. 9. PROVIDE WITH MOTORIZED AND BACKDRAFT DAMPER. INTERLOCK DAMPER WITH AIR HANDLER 3-SW-AHU-2. MOTORIZED DAMPER SHALL OPEN WHEN AIR HANDLER IS ENERGIZED. SET COUNTERBALANCED BACKDRAFT DAMPER FOR 0.05” S.P. 10. PROVIDE WITH MOTORIZED AND BACKDRAFT DAMPER. INTERLOCK DAMPER WITH EXISTING AIR HANDLER 3-SW-AHU-3. MOTORIZED DAMPER SHALL OPEN WHEN AIR HANDLER IS ENERGIZED. SET COUNTERBALANCED BACKDRAFT DAMPER FOR 0.05” S.P. 11. ROUTE EXHAUST DUCTWORK DOWN THRU FLOOR TO SPACE BELOW.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 7:01:54 AM
3-SW-M104PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
FLOOR PLAN - SKYWALK POD 2, POD 3, &
CORRIDOR - 2ND FLOOR - MECHANICAL
07-14-2017
S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANSKYWALK OUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 3/32" = 1'-0"1FLOOR PLAN - SKYWALK POD 2 - 2ND FLOOR - MECHANICAL 3/32" = 1'-0"2FLOOR PLAN - SKYWALK POD 3 - 2ND FLOOR - MECHANICALNNORTHDAK
DAK
DAK
DM
AS NOTED
REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 4 44281CONFORMED SET
A20A19A18A16A17A14A15A13
AM
AALK.9
AK3
AK
SW2SW1
SW7
SWB
8"ø CHWS
6"ø CHWS
6"ø CHWR
10"ø CHWS 10"ø CHWR
10"ø CHWR
10"ø CHWS
8"ø CHWR
8"ø CHWS
6"ø CHWR
6"ø CHWS
6"ø CHWR
6"ø CHWS
6"ø CHWS-EXIST
6"ø CHWR-EXIST
CH-B EXISTING CH-3
CH-A
6"ø CHWS6"ø CHWR
6"ø CHWS
6"ø CHWR
3-ECY-M400
1
COVERED AREA
A1-42
INBOUND BAGGAGE CLAIM
A1-06
RESTROOM
A1-49
RESTROOM
A1-48
BREAK ROOM
A1-46
EXISTING STORAGE ROOM
A1-44
EXISTING OFFICE
A1-47
EXISTING MECHANICAL ROOM
A1-45
HVAC
S1-02EXISTING MECHANICAL ROOM
A1-19
10"ø CHWS
8"ø CHWS
8"ø CHWS
8"ø CHWS
8"ø CHWR
IT OFFICE 2
A1-24
IT LABORATORY
A1-21
8"ø CHWR
6"ø CHWS
10"ø CHWR
6"ø CHWS
5' - 7" AFF
5' - 7" AFF
4' - 2" AFF
2' - 2" AFF
5' - 9" AFF
5' - 9" AFF
7' - 11" AFF7' - 7" AFF7' - 9" AFF12' - 4" AFF12' - 4" AFF
12' - 5" AFF12' - 5" AFF
12' - 4" AFF10' - 6" AFF
10' - 6" AFF
10' - 4" AFF
12' - 6" AFF12' - 5" AFF12' - 5" AFF10' - 7" AFF 12' - 6" AFF13' - 0" AFF13' - 0" AFFEXIST FIRE BACKFLOW
PREVENTER
EXIST FP
SHUT-OFF
VALVE
4' - 2" AFF
2' - 2" AFF
MECHANICAL NOTES
1.EXISTING CHILLER TO REMAIN. MAINTAIN MINIMUM SERVICE CLEARANCE AS
REQUIRED BY MANUFACTURER.
2.NEW CHILLER MOUNTED ON CONCRETE SERVICE PAD. REFER TO
SPECIFICATIONS, SCHEDULES AND CONTROLS DRAWINGS FOR ADDITIONAL
REQUIREMENTS.
3.MAINTAIN MINIMUM SERVICE CLEARANCE AS REQUIRED BY EQUIPMENT
MANUFACTURER AND NEC. TYPICAL FOR ALL.
4.SERVICE PAD SHALL BE 12” THICK AND 12” LARGER THAN UNIT ALL AROUND.
SECURE CHILLER TO PAD AS REQUIRED BY THE EQUIPMENT
MANUFACTURER.
5.EXISTING CHILLED WATER PIPING TO REMAIN. MODIFY AS REQUIRED BY NEW
WORK. MAKE FINAL CONNECTION TO NEW PIPING AS REQUIRED. REPAIR
INSULATION AS REQUIRED TO MATCH EXISTING CONDITIONS.
6.VERIFY OPERATION AND REPLACE CONTROLS AS REQUIRED FOR NEW
CAMPUS CONTROLS PACKAGE REQUIREMENTS.
7.CHILLED WATER PIPING ROUTED TO NEW CHILLER AS SHOWN. REFER TO
DETAILS FOR VALVING AND PIPING REQUIREMENTS.
8.CHILLED WATER PIPING / EQUIPMENT SHALL BE SUPPORTED FROM THE
EXISTING SLAB OR BUILDING WALLS. THE EXISTING ROOF STRUCTURE
WILL NOT SUPPORT THE PIPING. REFER TO DETAILS FOR ADDITIONAL
INFORMATION. TYPICAL FOR ALL SUPPORTS REQUIRED.
9.COORDINATE MOUNTING HEIGHT WITH EXISTING CONDUIT AND CART PATH
MINIMUM CLEARANCE HEIGHT AND WIDTH SPACING IN DRIVE LANE AREAS.
10.ROUTE CHILLED WATER PIPING ABOVE EXISTING LAYIN CEILING.
COORDINATE WITH GENERAL TRADES CONTRACTOR FOR REMOVAL AND RE-
INSTALLATION OF CEILING TILES AS REQUIRED FOR 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.rvt9/20/2017 1:03:23 PM3-ECY-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - EAST CHILLER YARD - 1ST FLOOR -MECHANICAL07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
CHILLER
YARD
N
NORTH DAKDAKDMAS NOTEDJDDAKDAKDAKDMAS NOTED 1/8" = 1'-0"1 FLOOR PLAN - EAST CHILLER YARD - 1ST FLOOR - MECHANICAL REVISIONS#DATEDESCRIPTIONBY509-22-2017ADDENDUM 51
2
2
3
3
3
4
4
5
67
7
8
8
8
8
8
8
8
8
8
8
8 99
9 9
5
ENTIRE SHEET REVISED282
CONFORMED SET
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)
INSTALLATION CHECKLIST
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.
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.rvt8/6/2017 5:29:56 PM3-C-M100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 -SYSTEM STRUCTURE07-14-2017S12014DAKDAKDAKDMAS NOTED08-11-201708-11-2017REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2NEW SHEET ADDED2
283
CONFORMED SET
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-A-4
AHU-A-8
AHU-A-9
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 5:30:02 PM3-C-M101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 -SEQUENCE OF OPERATION - 107-14-2017S12014REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2 08-11-2017284
CONFORMED SET
EDH
CONTROL DIAGRAM - DX SPLIT A/C UNITS CONTROL DIAGRAM - CHW FAN COIL W/ HEAT CONTROL DIAGRAM - CHW FAN COIL
**
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 CONTROLMODULE 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 CONTROLMODULE
ASSOCIATED UNITS ASSOCIATED UNITS
ASSOCIATED UNITS
DX-AH-1
DX-AH-2
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 5:30:06 PM3-C-M102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 -SEQUENCE OF OPERATION - 207-14-2017S12014REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2 08-11-2017285
CONFORMED SET
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 5:30:11 PM3-C-M103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 -SEQUENCE OF OPERATION - 307-14-2017S12014REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2 08-11-2017286
CONFORMED SET
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-8
EF-9
ASSOCIATED UNITS
EF-2 INTERLOCK AHU-A-12 & AHU-A-13
EF-3 INTERLOCK AHU-A-12 & AHU-A-13
EF-4 INTERLOCK SF-2
ASSOCIATED UNITS
SF-2 INTERLOCK AHU-A-2 & EF-4
ASSOCIATED UNITS
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 5:30:15 PM3-C-M104PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 -SEQUENCE OF OPERATION - 407-14-2017S12014REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2DAKDAKDAKDMAS NOTEDNEW SHEET ADDED2 08-11-2017287
CONFORMED SET
DX
CU-1
DX
CU-2
EF
9
EF
4
BARD
A-1
A19A18A16A17A14A15A12A13A10A8A11A9A7
AN
AM
AALK.9
AK3
AK
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 5:30:21 PM3-C-M105PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 - 1STFLOOR - 107-14-2017S12014DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
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 3
DRAWINGS
CONTROLS FOR THIS AREA ARE
COVERED UNDER THE PHASE 3
DRAWINGS
CONTROLS FOR THIS AREA ARE
COVERED UNDER THE PHASE 3
DRAWINGS
3-C-M105
3-C-M106
3-C-M107
3-C-M108
288
CONFORMED SET
UP
VAV
A-4-5
VAV
A-4-6
8
11
SF
1
AT
AS
A19A18A16A17
AR
AQ
A14 A15A12A13A10A8A11A9A7
AP
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 5:30:28 PM3-C-M106PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 - 1STFLOOR - 207-14-2017S12014DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
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 3
DRAWINGS
3-C-M105
3-C-M106
3-C-M107
3-C-M108
289
CONFORMED SET
AHU
A-4
VAV
A-4-1
BARD
A-3
BARD
A-2
A20
AN
AM
AAL K.9
AK3
AK
SW8
SW6
SW5
SW9
SW10
SW11
SW12 SW13
SW4SW2SW1
SW7
SWA
SW3
SWB
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 5:30:37 PM3-C-M107PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 - 1STFLOOR - 307-14-2017S12014DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
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 3
DRAWINGS
CONTROLS FOR THIS AREA ARE
COVERED UNDER THE PHASE 3
DRAWINGS
3-C-M105
3-C-M106
3-C-M107
3-C-M108
290
CONFORMED SET
VAV
A-4-4
VAV
A-4-2
VAV
A-4-3
AT
AS
A20
AR
AQ
AP
SW4SW2SW1SW3
MATCHLINE
MATCHLINEMATCHLINE500 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 5:30:44 PM3-C-M108PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 - 1STFLOOR - 407-14-2017S12014DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
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 3
DRAWINGS
3-C-M105
3-C-M106
3-C-M107
3-C-M108
291
CONFORMED SET
DX
AH-1
DX
AH-2
VAV
A-7-7
VAV
A-7-8
VAV
A-7-9
VAV
A-7-10
VAV
A-7-11
VAV
A-7-19
VAV
A-7-20
VAV
A-7-21
VAV
A-7-22
VAV
A-7-24
VAV
A-7-23
VAV
A-7-25
VAV
A-7-26
VAV
A-9-7
VAV
A-9-8
VAV
A-8-1
VAV
A-8-2
EDH-AH-1
EDH-AH-2
A19A18A16A17A14A15A12A13A10A8A11A9A7
AN
AM
AALK.9
AK3
AK
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
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A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:30:51 PM3-C-M109PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 - 2NDFLOOR - 107-14-2017S12014DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
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 23-C-M109
3-C-M110
3-C-M111
3-C-M112
292
CONFORMED SET
VAV
A-7-3
VAV
A-7-4
VAV
A-7-13
VAV
A-7-2
VAV
A-7-12
VAV
A-7-6
VAV
A-7-5
VAV
A-7-16
VAV
A-7-15
VAV
A-7-17
VAV
A-7-18
VAV
A-7-14
EF
2
EF
3
AHU
A-9
AHU
A-8
VAV
A-9-1
VAV
A-9-4
VAV
A-9-3
VAV
A-9-5
VAV
A-9-6
AT
AS
A19A18A16A17
AR
AQ
A14 A15A12A13A10A8A11A9A7
AP
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
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A Full Service
A & E Firm
1/8" = 1'-0"C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/6/2017 5:30:57 PM3-C-M110PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 - 2NDFLOOR - 207-14-2017S12014DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
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 23-C-M109
3-C-M110
3-C-M111
3-C-M112
293
CONFORMED SET
VAV
A-8-3
A20
AN
AM
AAL K.9
AK3
AK
SW8
SW5
SW9
SW10
SW12 SW13
SW4SW2SW1
SW7
SWA
SW3
SWB
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 5:31:05 PM3-C-M111PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 - 2NDFLOOR - 307-14-2017S12014DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
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 3
DRAWINGS
3-C-M109
3-C-M110
3-C-M111
3-C-M112
294
CONFORMED SET
VAV
A-9-2
AT
AS
A20
AR
AQ
AP
SW4SW2SW1SW3
MATCHLINE
MATCHLINEMATCHLINE500 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 5:31:11 PM3-C-M112PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACAMPUS CONTROLS RETROFIT - PHASE 3 - 2NDFLOOR - 407-14-2017S12014DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH NEW SHEET ADDED2
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 23-C-M109
3-C-M110
3-C-M111
3-C-M112
295
CONFORMED SET
296CONFORMED SET
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 FirmE.PALMERE.PALMERT.NASHT.NASHC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 8:18:34 AM3-E002PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIGHTING SCHEDULE08-11-2017S12014LIGHT FIXTURE SCHEDULE AIRPORT PHASE 3TYPEMARKDescriptionMOUNTINGVOLTAGEWATTAGE LUMENS LAMP MANUFACTURERMODELCOMMENTSA 2' x 4' CTR. BASKETRECESSED 120-277 V 34 W 4000 LED LITHONIA / ACUITY 2BLT4-40L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCXPROVIDE 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-EL14LPROVIDE SUPPORTS FROM STRUCTURE TO FOUR CORNERS OF FIXTURE.B 2' X 2' CTR. BASKETRECESSED 120-277 V 30 W 3300 LED LITHONIA 2BLT2-33L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCXB1 2' X 2' CTR. BASKETRECESSED 120-277 V 20 W 2000 LED LITHONIA 2BLT2-20L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCXPROVIDE 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-EL14LBE 2' X 2' CTR BASKET W/EMERG.RECESSED 120-277 V 30 W 3300 LED LITHONIA 2BLT2-33L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX-EL14LC 4' STRIP LIGHTCHAIN PENDANT 277V33 W 3000 LED LITHONIA ZL1N-L48-3000LM-FST-277-40K-90CRI-PLR-WHC4 4' STRIP LIGHTPENDANT 120-277 V 23 W 2000 LED LITHONIA STL4 20L EZB LP835-N100-SC2-DNALOCATION OF LIGHT TO BE FINALIZED IN FIELD AFTER DISPLAY. PROVIDE 1B STEM MOUNTING HARDWARE TOPLATFORM FLOOR BELOW THE PLANE. DIMMABLEC8 8' STRIP LIGHTADJUSTABLE WALLBRACKET277 V29 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 LIGHTADJUSTABLE WALLBRACKET277 V29 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 PENDANT277 V37 W 4500 LED LITHONIA LIGHTING DSXPGLED-20C-53040KT5R-277-YK-DMG-PIR3FC3V924-DDBXDLED OARJUBG GARAGE YOKE TRUNNTON MOUNT.CE 4' STRIP LIGHT W/ EMERG. PENDANT277 V33 W 3000 LED LITHONIA ZL1N-L48-3000LM-FST-MVOLT-40K-90CRI-PLR-E7W-GALVCH 1' X 2' LOWBAY LEDCHAIN 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" DOWNLIGHTRECESSED 120-277V 35 W 3000 LED LITHONIA LDN635-30-L06AR-LSS-MVOLT-EZ1-TRW DIMMINGD1 6" DOWNLIGHTRECESSED 120-277 V 43 W 4500 LEDINDY LRM6-45-40-U-G3-90-L600P-C-L-WH-WET PROVIDE POWER PACKS TO CONNECT TO LIGHTING CONTROL SYSTEM.D1E 4' STRIP LIGHT W/ EMERG. RECESSED 120-277 V 43 W 4500 LEDINDY LRM6-45-40-U-G3-90HBR-L600P-C-L-WH-WET PROVIDE POWER PACKS TO CONNECT TO LIGHTING CONTROL SYSTEM.D2 6" DOWNLIGHTRECESSED277V35 W 2000 LED LITHONIA LDN6-40/20-L06AR-LSS-277-EZ1DIMMINGD2E 6" DOWNLIGHT W/ EMERG. RECESSED277 V35 W 2000 LED LITHONIA LDN6-40/20-L06AR-LSS-277-EZ1-EL-NPS80EXER PROVIDE POWER PACKS TO CONNECT TO LIGHTING CONTROL SYSTEM.D3 4" DOWNLIGHT COLORRECESSED277V31 W 1250 LED GOTHAM EVO ARTC RGBW/12 4AR-FL MD LSS 277 DMXTRW FCS 7TSN XE DBLFRESCO LIGHTING CONTROLER WITH DMX AND ETHERNET. SEE LIGHTING CONTROL RISER DIAGRAM FORADDITIONAL INFORMATION.D4 6" DOWNLIGHTRECESSED 120-277V 15 W 500 LED LITHONIA LDN640-05-L06AR-LSS-MVOLT-EZ1-TRW-WL DIMMINGD4E 6" DOWNLIGHT W/ EMERG. RECESSED 120-277 V 15 W 500 LED LITHONIA LDN640-05-L06AR-LSS-MVOLT-EZ1-TRW-WL-ELD17 PROVIDE ALL MOUNTINGHARWARE FOR PENTANTMOUNTLOWBAY 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 DIMMABLE WITH EMERGENCY BATTERY PACK - NON IC RATED.H LINEAR UPLIGHTWALL120-277 V 15 W 1403 LED SPILIGHTING EIW11909-L15.2WC-DML-120-277V-3500KEMR-RUNPROVIDE CONTINUOUS RUN FOR UPLIGHTING CURVED CEILING, AND END CAPS WHERE NEEDED.H3 4FT COVE LIGHTWALL120-277 V 29 W 2641 LED ECOSENSE L50I48123590MULTASYMPROVIDE MOUNTING WITH COORDINATED WITH ARCHITECT DRAWINGS.HE WALL MOUNTED W/ EMERG WALL120-277 V 15 W 1403 LED SPLIGHTING EIW11909-L28.7 WITH REMOTE EMERGENCYBATTERYPROVIDE WITH REMOTE EMERGENCY BALLAST COORDINATED WITH ARCHITECTURAL FOR ACCESSABLELOCATION.J4 4FT RDG LED PENDANT CABLE PENDANT 120-277V 75 W 6060 LEDOCL Twin4 FOOT GL1-P1EM-48-MW-NFA-LED/30K-UNV-30-DMX-RGBW-MOD-OAH (FINISHES ARE TO BE VERIFIED BYARCHITECT)J6 6FT RDG LED PENDANT CABLE PENDANT 120-277V 115 W 9192 LEDOCL Twin6 FOOT GL1-P1EM-72-MW-NFA-LED/30K-UNV-30-DMX-RGBW-MOD-OAH (FINISHES ARE TO BE VERIFIED BYARCHITECT)K 2FT GASKETED FIXTURE SURFACE 120-277 V 40 W 4000 LED LITHONIA DMW2-L24-4000LM-MVOLT-80CRI-PS1050 LED WITH BATTERYM Indirect LightingRECESSED 120-277V 28 W 1500 LED Focal Point FWSL-250LF-40K-1C-UNV-D11-U-FL-WH 0-10 DIMMING. FIXTURE LENGTH IS CUSTOM TO AREA SERVED. COORDINATE FINAL LENGTH OF FIXTURE FROMARCHITECTURAL DRAWINGS.P LED LINIEAR LUMINARE PENDANT FROMSTRUCTURE120-277 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. SOMEFIXTURES TO BE MOUNTED AT ANGLES.LENGTHS OF FIXTURES 4FT AND 8FT LENGTHS TO BE COORDINATED WITHPLANS. DIMMING TO BE PROVIDED.R 24FT LED ROPE LIGHT SURFACE CHANNEL 120 V113 W 10000 LEDINFINA DL-AC-FLEX-30K-DL-AC-FLEXCH8-MC HARDWIRE TERMINATIONHARD WIRE TO DIMMING POWER PACK, AND MOUNT IN DISPLAY CABINET IN COORDINATION WITHARCHITECTURAL DRAWINGS.SE SITE TREE UP-LIGHTCONCRETESUPPORT120-277V 16 W 1035 LEDVISTAPROFESSIONAL1043-DZ-NS-35-E-MV-010-HSPROVIDE CONCRETE MOUNTING OF FIXTURE AND COORDINATE WITH LOCATION OF TREE FOR EXACT LOCATION.AIM FIXTURE TO TREE.SF FLAG POLE LIGHTINGCONCRETESUPPORT120-277V 27 W 1828 LED ECOSENSE BUL-L-30-120-IC-BZ -11-120-277PROVIDE CONCRETE MOUNTING OF FIXTURE AND COORDINATE WITH LOCATION OF FLAG. (EXACT LOCATIONSHALL NOT SUBJECT FIXTURE TO DAMAGE.)SG1 36" BOLLARDCONCRETE BASE 120-277V 28 W 2397 LED LITHONIA DSXB LED 16C 530 40K SYM MVOLT ELCW H36DBLXDPROVIDE CONCRETE MOUNTING OF FIXTURE WITH EMERGENCY BACKUP. PROVIDE ALTERNATE QUOTE FORLANDSCAPEFORMS 35 GUIDE LED BOLLARD.SG2 36" BOLLARDCONCRETE BASE 120/277V 28 W 2397 LED LITHONIA DSXB LED 16C 530 40K SYM MVOLT ELCW H36DBLXDPROVIDE CONCRETE MOUNTING OF FIXTURE WITH EMERGENCY BACKUP. PROVIDE ALTERNATE QUOTE FORLANDSCAPEFORMS 35 GUIDE LED BOLLARD.SLA 16" SQUARE LED SURFACE SURFACESTRUCTURE120-277 V 25 W 4000 LED MILENIUM #MS15FD-PP-DB-25L40K-DV-MS-9500FIXTURE MOUNTING TO STRUCTURE, PROVIDE ACCESSORIES NEEDED FOR FULL OPPERABLE SYSTEM. MOTIONSENSOR ACTIVATED.SLB EXTERIOR WALL PACK LED WALL120-277 V 69 W 7900 LED LITHONIA CSXWLED-30C-700-40K-T3M-MVOLT-BBW-DMG-DDBXD0-10V DIMMING, PROVIDE DIMMING POWER PACK WITH OVERIDE FOR SETTING LIGHT LEVELS.SLD LED CANOPY LIGHTWALL120-277 V 24 W 2029 LED LITHONIA MRWLED-1-10A70/40K-SR3-MVOLT-DDBXD FIELD COORDINATE EXACT LOCATION WITH AWNING STRUCTURE.SP AIRPLANE UP LIGHTDECK MOUNTED 120-277V 21 W 2000 LED LITHONIA DSXF1-P1-40K-HMF-MVOLT-THK-DMG-DDBXD DIMMABLE AND PROVIDE WITH POWER PACK AND CONNECT TO LIGHTING CONTROL SYSTEM.T DIRECT/INDIRECTPENDANTCABLE PENDANT 120-277V 29 W 3500 LED FOCAL POINT-VERVEIVFV2LS-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" DOWNLIGHTRECESSED277 V19 W 1500 LED FOCAL POINT FLC3D1500L-277-LD1-DNT-WFLCD-SATINSILVERPROVIDE MOUNTING HARDWARE FOR THIN ALUMINUM CEILING.T2E LED 6" DOWNLIGHTRECESSED277 V35 W 3033 LED FOCAL POINT FLC3D1500L-277-LD1-DNTEMR-WFLCD-SATINSILVEREMERGENCY BATTERY WITH REMOTE TEST SWITCH DIMMING.TL 40' LED TAPE LIGHTINGCOVE120-277 V77.88 LED MODALIGHT RGB STARLIGHT IN DIO XTRUSION W/ LD180 &MP8940FT OF TAPE LIGHT WITH EXTRUSION AND DRIVER, PROVIDE CONTROLLERS, MOUNTING HARDWARE, ANDDIMMING MODULE NEEDEDWA WALL UPLIGHTSURFACE ORPENDANT120-277 V 141 W 13089 LED WINONA WLAWC804-SEH1-INT-24/2LONG-AL1A4-35K-MVOLT-CAFIXTURE USED IN TERMINAL B EXPANSION TO UP LIGHT CEILING COORDINATE MOUNTING WITH ELECTRICAL &ARCHITECTURAL DRAWINGS.X THERMOPLASTIC GREENEXIT LIGHTCEILING/WALL 120-277 V 5 WLED LITHONIA EXR LED M6VERIFY MOUNTING BEFORE START OF WORK.X1 LED EDGE LIT EXIT LIGHT CEILING/WALL 120-277 V 5 WLED LITHONIA EDG-2-GMR-ELVERIFY MOUNTING BEFORE START OF WORK.X3 WLTE - Wet Location ExitSignCEILING/WALL 120-277 V 5 WLED LITHONIA WLTEWEATHER RESISTANT EXIT LIGHTING.XE LHQM LEDCEILING/WALL 120-277 V 12 WLED LITHONIA LHQMLED-G-HOCOMBO EXIT LIGHTING SHALL INCLUDE 2 EMERGENCY LIGHTS. MOUNTING HEIGHT SHALL BE 6" TO 12" ABOVEDOOR 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 NORMAL & EMERGENCY 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 3-E602. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO TEST AND CONFIRM ABOVE LIGHTS AND CONTROLS ARE OPERATING TO THE OWNERS SATISFACTION BEFORE WORK WILL BE CONSIDERED COMPLETE.6. CONTRACTOR SHALL VERIFY ALL CONTROLS & LIGHT LEVELS FULLY MEET THE OWNERS EXPECTATIONS BEFORE JOB IS COMPLETE. TEST ALL LIGHTING COMPONENTS TO ASSURE THAT A FULLY OPPERABLE LIGHTING SYSTEM IS COMPLETE. PROVIDE ANY NEEDED COMPONENTS FOR THE LIGHTS IN THIS FIXTURE SCHEDULE TO BE DIMMABLE.7. OCCUPANCY ENSOR TO BE SET TO MAXIMUM TIME & SENSITIVITY SETTINGS AVAILABLE. PROVIDE SENSORS THAT ARE ADEQUATE FOR MOUNTING HEIGHTS. REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 5555297CONFORMED SET
298CONFORMED SET
299CONFORMED SET
UNK
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-
-
BUILDING
ADDITIONCANOPY
CANOPY CANOPY
EXISTING
PARKING GARAGE
SKYWALK ADDITION
EXISTING
WELCOME CENTER
EXISTING
LOADING DOCK
INBOUND BAGGAGE CLAIM
A1-06
CUSTOMS
FIS
INBOUND BAGGAGE
NEW GATES 1-4
TICKETING
OUTBOUND BAGGAGE
SCREENING
CUSTOMS
FIS
BLOCKHOUSE ADDITION
3-SW-E100
1
3-IB-E102
1
3-ECY-E101
1
ELECTRICAL
ROOM
A1-19
ELECTRICAL
ROOM
LOCATION FOR NEW PHASE 3
800KW GENERATOR
REMOTE ANNUNCIATOR
PANEL.
PROVIDE FEEDER AND 1"
CONDUIT TO
800KW GENERATOR
ANN. PANEL.. (GAAP)
EXISTING MAIN SECURITY
ROOM
PROVIDE BELDEN CABLE
#J1939 & PROVIDE STAINLESS
STEEL 1" CONDUIT. EXACT
ROUTING TO BE DETERMINED
IN FIELD.
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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:16 AM3-G-E102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE - FIRST FLOOR - ELECTRICAL PLAN08-11-2017S12014 1/64" = 1'-0"1 COMPOSITE 1ST FLOOR ELECTRICAL PLAN-PHASE 3 N
NORTH REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 51
KEY NOTES:
GENERATOR TO SUPPLY LOW VOLTAGE COMMUNICATION FEEDER TO GENERATOR ANNUNCIATOR PANEL. PROVIDE ALL NEEDED CONNECTIONS FOR
FULLY OPERABLE SYSTEM.
5
5
5
300
CONFORMED SET
301CONFORMED SET
A20
A19A18A16A17A14A15A12A13A10A8A6A11A9A7
AP
AN
AM
AAL
K.9
AE1
A5
DEMOLISH
EXISTING
MECHANICAL
ROOM #129
EXISTING
MECHANICAL /
ELECTRICAL
ROOM #A1-19 TO
REMAIN
PARTIAL WALL
DEMOLITION OF
EXISTING IT
ROOM
EXISTING
MECHANICAL
ROOM #106 TO
REMAIN
EXISTING IT
ROOM 'A-14'
TO REMAIN
2
1
3
1
1
1
1
4
1
3
3
2 3
3 1
DEMOLISH EXISTING TICKET COUNTER
DEMOLISH EXISTING BAGGAGE BELT
5
6
7
EXIST VAV-16E-5
EXIST VAV-16E-4
8
8
DEMOLISH EXISTING TICKET COUNTER
DEMOLISH EXISTING BAGGAGE BELT
EXIST VAV 2-2
EXIST VAV 2-8
8
8
EXIST -A-2-9
DEMOLISH
EXIST VAV 4
EXISTING IT
A1-15
2
EXIST VAV 2-1
8
EXIST VAV 2-10
DEMOLISH
2
EXISTING AH
TO REMAIN
10 10 10
10
AH
OFFICE
#128
OFFICE
#127
OFFICE
#126
VAV
OFFICE
#124
OFFICE
#125
OFFICE
#123
BREAKROOM
#121
VAVVAV
VAV
WOMENS
RESTROOM
MENS
RESTROOM
EXISTING AH
TO REMAIN
MENS
#108
WOMENS
#107
9
PTAC EV W
11
$$
SWB
DEMOLISH ALL ELECTRICAL IN THIS AREA INCLUDING RECEPTACLES,
JUNCTION BOXES, CONDUIT AND BRANCH CIRCUITING BACK TO
SOURCE. CONTRACTOR SHALL UPDATE PANELS INDEX CARD.
REMOVE ELECTRICAL BACK TO SOURCE ON ALL MECHANICAL
EQUIPMENT IN THIS AREA. BRANCH BREAKERS SERVING THIS AREA
SHALL BE MADE SPARE UNLESS OTHERWISE NOTED ON THE
RENOVATION PLAN.
FLOOR DATA AND POWER RECEPTACLES TO BE REMOVED BACK TO
SOURCE AND FLOOR PATCHED AND PREPARED FOR RENOVATION.
ELECTRICAL POWER AND DATA RECEPTACLES ARE TO REMAIN IN THIS
AREA PENDING COMPLETION OF TBI OFFICE, AND BATHROOM AREAS
DEMOLITION AND RENOVATION ARE COMPLETED. REFER TO
ARCHITECT ON SCHEDULE OF DEMOLITION FOR ELECTRICAL IN THIS
AREA AFTER WORK IS COMPLETE.
DEMOLISH ALL ELECTRICAL IN THIS AREA INCLUDING RECEPTACLES,
JUNCTION BOXES, CONDUIT AND WIRE BACK TO NEAREST JUNCTION
BOX. MAINTAIN CIRCUITRY FOR REUSE.
CHILLER PUMP ELECTRICAL DEMOLITION SHALL BE REFERENCED FROM
SHEET 3-ECY-E-100.
EXISTING FIRE ALARM PANELS ARE TO REMAIN. PROTECT FROM
DAMAGE DURING CONSTRUCTION.
REMOVE ELECTRICAL FOR VAV'S RELOCATION, AND DEMOLISH
CONDUIT NOT BEING REUSED FOR RE-LOCATION OF VAV'S. VERIFY
EXACT LOCATIONS OF EXISTING & NEW EQUIPMENT WITH MECHANICAL
DRAWING BEFORE START OF WORK.
EXISTING CONDUITS SUPPORTED FROM STRUCTURE PROVIDING
SERVICE TO EQUIPMENT NOT IN DEMOLISHED AREA TO REMAIN.
EXISTING (4) AIR HANDLERS AND ASSOCIATED CONDENSING UNITS
ELECTRICAL FEEDER, CONDUIT, DISCONNECTS TO BE DEMOLISHED
BACK TO SOURCE. EXACT LOCATION TO BE VERIFIED WITH
MECHANICAL.
RELOCATE EXISTING LIGHT SWITCHES TO ADJACENT WALL. CONCEAL
CONDUIT WHERE POSSIBLE.
1
2
3
4
KEY NOTES:
5
6
7
8
11
10
9
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
ORLANDO SANFORD INTERNATIONAL AIRPORT F.I.S. BAGGAGE BELT IMPROVEMENTSAs indicatedC:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:24 AM3-IB-E100ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL ENLARGED ELECTRICALDEMOLITION PLAN - FIRST FLOOR- POWER08-11-2017S12014 3/32" = 1'-0"1 INBOUND TERMINAL ENLARGE ELECTRICAL DEMOLITION PLAN - FIRST FLOOR - POWER N
NORTH
1. VERIFY LOCATION OF MASTER CONTROL PANEL (MCP)
2. HOMERUN BASED UPON AVAILABLE PANEL SCHEDULE INFORMATION. FIELD
VERIFY
3. DEMOLISH BACK TO SOURCE.REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 5ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
GENERAL NOTES:
5
5
5
5
5
5
5
5
5
5
5
5
302
CONFORMED SET
A20A19A18A16A17
AR
AQ
A14 A15A12A13A10A8A6A11A9A7
AP
AN
AM
AAL
K.9
AK3
AK
AE1
A5
1
1
3
2
3
GFCI
3
3 4
4
GFCI
3 3
ELEVATOR 1
A1-11
(E)PP2
(E)LP2
(E)TF-2 (6) T
EXIST
EF-3
5
2
SWB
DEMOLISH ALL ELECTRICAL IN THIS AREA INCLUDING RECEPTACLES, JUNCTION
BOXES, CONDUIT AND BRANCH CIRCUITING BACK TO SOURCE.
DEMOLISH ELECTRICAL DISCONNECTS, CONDUIT AND FEEDER FROM
CONDENSERS BEING RELOCATED BACK TO EXTERIOR WALL. REFER TO
MECHANICAL FOR EXACT LOCATION OF CONDENSING UNITS.
DEMOLISH AND CAP ANY RECEPTACLES AND OR JUNCTION BOXES IN THIS AREA
TO ABOVE CEILING FOR TOILET AND LAVATORY LOCATION ADJUSTMENTS.
REMOVE AND RELOCATE RECEPTACLE AS NOT TO INTERFERE WITH PLACEMENT
OF NEW SINK.
REMOVE & RELOCATE ELECTRICAL LOCATED IN WALL BEING RENOVATED FOR
ADDITION OF SKYWALK. TYPICAL OF ELECTRICAL AND POWER.
1
KEY NOTES:
2
3
4
GENERAL NOTES:
5
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
ORLANDO SANFORD INTERNATIONAL AIRPORT F.I.S. BAGGAGE BELT IMPROVEMENTSAs indicatedC:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:26 AM3-IB-E101ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL ENLARGED ELECTRICALDEMOLITION PLAN - SECOND FLOOR - POWER08-11-2017S12014 1/16" = 1'-0"1 INBOUND TERMINAL ENLARGE ELECTRICAL DEMOLITION PLAN - SECOND FLOOR - POWER N
NORTH
1. VERIFY LOCATION OF EXISTING CONTROL PANEL FOR LIGHTING, MECHANICAL
& FIRE ALARM BEFORE START OF WORK.
2. DEMOLISH ELECTRICAL FOR EQUIPMENT SHWON ON THIS SHEET BACK TO
SOURCE.
3. AFTER DEMOLITION OF THE ELECTRICAL ITEMS CONTRACTOR SHALL PATCH
AND PAINT TO FULLY MATCH SUROUNDING AREA.REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 5ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
5
5
5
5
5
5
303
CONFORMED SET
BFP
J JJJJJJJ
J
J
AT
AS
A20
A19
A19A18A16
AR
AQ
A14 A15A12A13A10A8A6A11A9A7
AP
AN
AM
AAL
K.9
AE3
AE1
AE2
AE4
A5
3-IB-E104
1
3-IB-E105
1
3-IB-E104
2
3-IB-E104
3(E)ATS-1
(E)HVAC
(E)HGP
(E)PNL-GP1
(E)LP1
(E)PP 1A
(E)SPD
(E)ETSA
(E)GP2
(E)T-ETSA
30KVA
(ABOVE)
(E)FACP
1
(E)PP1
MCP-IB6/CD6
MCP-IB6/CD7(E)HEQ- 17,19,21
(E)HEQ- 23,25,27 (E)HEQ- 26,28,30
(E)HEQ
---
-
3-SW-E101
1
(E)HVAC1
(E)TF-GP
(E)ATS-2
SW-MDP1
EXISTING MECHANICAL ROOM
A1-05
WOMENS ROOM
A1-04
STAIR 5
RELOCATED
VAV-A-4-4
RELOCATED
VAV-A-4-4
RELOCATED
VAV 2-1
RELOCATED
VAV-A-2-8
3
3
3
3
IB-PP1B- 19
IB-PP1B- 19
IB-PP1B- 19
IB-PP1B- 19
IB-PP1B- 21
IB-PP1B- 19
IB-PP1B- 19
(E)PP1A- 18
(E)PP1A- 18 (E)PP1A- 18
(E)PP1A- 18
(E)PP1A- 16
(E)PP1A- 16(E)PP1A- 18(E)PP1A- 16
IB-PP1B- 21 IB-PP1B- 21
(E)PP1A- 42
IB-PP1B- 21
IB-PP1B- 21
IB-PP1B- 21
IB-PP1B- 214(TYP. OF
COLUMNS)
(E)PP1A- 42
(E)PP1A- 42
(E)PP1A- 16
(E)UPS
(E)UPS- 14
(E)UPS- 3
(E)UPS- 1
(E)UPS- 1
(E)UPS- 1
(E)UPS- 1
(E)PP1A- 18
NEW
3-IB-VAV-1
(E)UPS- 1
(E)UPS- 12
(E)PNL-GP2- 10(E)PNL-GP2- 12(E)PNL-GP2- 14(E)PNL-GP2- 16(E)PNL-GP2- 18(E)PNL-GP2- 20
(E)PNL-GP2- 19
"SIMPLER"
"FASTER"
"BETTER"
SIGNAGE
NEW
3-IB-VAV-3
NEW
3-IB-VAV-2
5 5 5 5 5 5
5
3-IB-E104
4
(E)PNL-GP2- 19
30/NF/330/NF/3
30/NF/3
IB-HVAC3- 1,3,5 IB-HVAC3- 7,9,11
IB-HVAC3- 2,4,6
4#10&1#10G-3/4"C.PROVIDE (2)2"
CONDUITS TO
SKYWALK IT
ROOM.PULL
STRING WITH
LABELS.
EXISTING IT
A1-20
INBOUND BAGGAGE CLAIM
A1-06
BREAK ROOM
A1-46
HVAC
S1-02
WOMENS ROOM
A1-08
MENS ROOM
A1-07
ALPHA STORAGE
A1-43
ELEVATOR 1
A1-11
JANITOR
A1-10
FAMILY RESTROOM
A1-09
MENS ROOM
A1-02
OFFICE
A1-38
OFFICE
A1-39
OFFICE
A1-37
OPEN WORK AREA
A1-35
OFFICE
A1-27 OPEN WORK AREA
A1-26
MECHANICAL ROOM
A1-33
OFFICE
A1-32
IT LABORATORY
A1-21
IT OFFICE 3
A1-22
IT OFFICE 1
A1-23
IT OFFICE 2
A1-24
OFFICE
A1-31
CORRIDOR
A1-34
CORRIDOR
A1-25
COVERED AREA
A1-42
POD 1
S1-01
ELECTRICAL
S1-03
IT
S1-04
OFFICE
A1-36
MENS ROOM
A1-17
WOMENS ROOM
A1-18
TELE. ROOM A-14
113
6
6
6
(TYP)
EXIST
VAV 2-2
3
RELOCATED
VAV-A-2-9
3
PROVIDE (2)2"
CONDUITS TO
SKYWALK IT
ROOM.PULL
STRING WITH
LABELS.
IB-PP1B- 26
3-IB-L4
3-IB-L5
3-IB-L6
3-IB-L3
IB-PP1B-26
7
SW8
SW9
SWB
RELOCATION OF X-RAY / MAGNETOMETER
EQUIPMENT IS TO BE PHASED PER ARCHITECTURAL
DRAWINGS. DEMOLITION AND PATCHING OF POWER,
CONDUIT AND FEEDER SHALL ALSO BE DEMOLISHED
PER SEQUENCE OF OPERATIONS DETERMINED BY
ARCHITECT DOCUMENTS. CONTRACTOR SHALL
MAKE REMAINING CIRCUITRY SPARE. NEW
LOCATION SHALL BE ON 2ND FLOOR SCREENING.
CONTRACTOR SHALL MAKE FINAL CONNECTIONS AT
NEW LOCATION PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
REPLACE ATS-2 WITH NEW 800AMP, 3PHASE, 3 POLE,
480 VOLT WITH PROPER LABEL. SIMILAR TO BASIS OF
DESIGN ASCO#H3ATS-A3800NGC. PROVIDE SHORT
TIME RATING TRANSFER SWITCH. CONTRACTOR TO
CONFIRM TOP AND BOTTOM CONNECTIONS FROM
MDP TO SWITCH BEFORE PROVIDING
REPLACEMENT.
RELOCATED VAV'S ARE SHOWN IN APPROXIMATE
LOCATIONS. CONTRACTOR TO EXTEND AND
RECONNECT VAV'S IN FULL COORDINATION WITH
MECHANICAL DOCUMENTS. CONTRACTOR TO
PROVIDE ALL ELECTRICAL NEEDS TO MAKE VAV
FULLY OPERABLE.
COLUMNS RECEPTACLES ARE TO BE PROVIDED
WITH EXTENSION RINGS DUE TO ARCHITECTURAL
FINISHES BEING ADDED. THIS IS TYPICAL FOR
COLUMNS, AND CONTRACTOR SHALL COORDINATE
WITH ARCHITECTURAL DOCUMENTS.
THE SIGN LOCATIONS SHOWN ON DRAWINGS ARE
NOT THE FINAL LOCATION SEE WAYFINDING
DRAWINGS FOR EXACT LOCATIONS. PROVIDE INLINE
SURGE PROTECTION FOR SIGNAGE BEFORE
ENTERING BUILDING. PROVIDE POWER PACKS TO
INTEGRATE WITH LIGHTING SYSTEM SHOWN ON
SHEET 3-E602.
FIELD VERIFY EXACT LOCATION OF BAGGAGE BELT
CONTROL PANELS BEFORE START OF WORK.
PROVIDE POWER TO MOTORIZED DAMPER
CONTROL. 24 V TRANSFORMER PROVIDED BY
MECHANICAL CONTROL VENDOR.
1
KEY NOTES:
1. CONDUIT RUNS ARE SHOWN FOR GENERAL INTENT ONLY.
CONTRACTOR TO COORDINATE EXACT ROUTING WITH MECHANICAL,
PLUMBING, AND STRUCTURAL WHEN ROUTING FINAL CONDUIT RUNS.
2. 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.
3. PROVIDE AND SEAL ALL PENETRATIONS ACCORDING TO FIRE
RATING OF WALL OR FLOOR.
GENERAL NOTES:
2
3
4
5
6
7
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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:30 AM3-IB-E102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL- BAGGAGE - FIRST FLOOR -POWER PLAN08-11-2017S12014 1/16" = 1'-0"1 ELECTRICAL INBOUND TERMINAL - BAGGAGE - FIRST FLOOR - POWER PLAN N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
2
REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
5
5
5
5
5
5
5
5
304
CONFORMED SET
JJJJJAT
AS
A20A19A18A16A17A14A15A12A13A10A8A6A11A9A7
AP
AM
AAL
AK3
AK
A5
KIDS PLAY AREA
A2-06
CONCESSION
A2-07
SKYWAY POD 1
S2-01
EXISTING WOMENS ROOM
A2-04
EXISTING MENS ROOM
A2-05
<unnamed>
MAIN SIGN CONNECT
TO LIGHTING CTRL.
SYSTEM.
WP/GFIMECHANICAL / ELECTRICAL
A2-15
EXISTING WOMENS ROOM
A2-13
EXISTING MENS ROOM
A2-12
EXISTING WAITING AREA
A2-01
WAITING AREA
A2-14
ELEVATOR 1
A1-11
LOBBY
A2-09SECURITY EXIT
A2-08
STAIR #5 MOTHER'S ROOM
A2-11
3-IB-E106
1
3-IB-E106
2
IB-EPP2B
TF-E2B
(E)PP2
IB-EPP2B- 6
IB-EPP2B- 6
IB-EPP2B- 4
(E)PNL-GP2- 23
(E)PNL-GP2- 21
(E)PNL-GP2- 19
(E)PNL-GP2- 23
MAIN SIGN CONNECT
TO LIGHTING CTRL.
SYSTEM.
+14'-6"AFF
+14'-6"AFF
+14'-6"AFF
45KVA
PROVIDE (2) JUNCTION BOXES WITH (2) 2" CONDUITS
BACK TO IT ROOM ON FIRST FLOOR TO EXIT SENTRY
COMPUTER. EXACT LOCATION OF COMPUTER TO BE
DETERMINED BY VENDOR.
(E)LP2
1
1
SW8
SWB
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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:32 AM3-IB-E103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - SECOND FLOOR -ENLARGED POWER PLAN08-11-2017S12014 1/16" = 1'-0"1 ELECTRICAL INBOUND TERMINAL - SECOND FLOOR - ENLARGED POWER PLAN
N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1. CONDUIT RUNS ARE SHOWN FOR GENERAL INTENT ONLY.
CONTRACTOR TO COORDINATE EXACT ROUTING WITH MECHANICAL,
PLUMBING, AND STRUCTURAL WHEN ROUTING FINAL CONDUIT RUNS.
2. 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.
3. PROVIDE AND SEAL ALL PENITRATIONS ACCORDING TO FIRE RATING
OF WALL OR FLOOR.
GENERAL NOTES:REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 51
KEY NOTES:
STUB UP INTO MILLWORK QUAD. RECEPTACLES ARE TO BE
MOUNTED IN MILLWORK. REFER TO ARCHITECTURAL DRAWINGS
FOR APPROXIMATE LOCATIONS.
5
5
5
5
305
CONFORMED SET
MJ
J
J
J
OS
OS
OS
OSOSOS MJJ
J
JJ
MM
J J
11
EF
9
EF
4
J
J
AS
A20A19
AR
AQ
JANITOR
A1-10
WOMENS ROOM
A1-08
MENS ROOM
A1-07
GFI
24" A.F.F.
GFI
42" A.F.F.
GFI
24" A.F.F.
GFI
24" A.F.F.
GFI
FAMILY RESTROOM
A1-09
30/NF/3
3#10&1#10G-3/4"C
3-IB-RP-23-IB-EWH-2
IB-PP1B
IB-TPP3
1
1
1
GFI
IB-PP1B- 7 IB-PP1B- 3 IB-PP1B- 9 IB-PP1B- 1
IB-PP1B- 5
IB-PP1B- 14
IB-PP1B- 14
IB-PP1B- 14
IB-PP1B- 4IB-PP1B- 6IB-PP1B- 8IB-PP1B- 10
IB-PP1B- 2
IB-PP1B- 12
IB-PP1B- 2
IB-PP1B- 13,15,17
IB-PP1B- 18
IB-PP1B- 16
+60"
A.F.F.
SUSPEND 45KVA
TFMR. FROM
STRUCTURE 8'-0"
A.F.F.
TPDU-01
IB-PP1B- 16
+48"
GFI
24" A.F.F.
(E)MDP- 15
100/NF/3
AR
AQ
A6A5
WOMENS ROOM
A1-04
MENS ROOM
A1-02
GFI GFI GFI
WP/GFI
GFI
GFI
24"
A.F.F
24" A.F.F
GFI 24" A.F.F
GFI
(E)PP1- 9
(E)PP1- 7
(E)PP1- 10
(E)PP1- 23
(E)PP1- 11
(E)PP1- 26(E)PP1- 31(E)PP1- 33
(E)PP1A- 1,3,5
3-IB-RP-1
3-IB-EWH-1
FAMILY RESTROOM
A1-01
24" A.F.F24" A.F.F24" A.F.F
30/NF/3
EWC-1
24" A.F.F(E)PP1- 11
3#10&1#10G-3/4"C
JANITOR
A1-03
11
1
(E)PP1- 25
(E)PP1- 25(E)PP1- 25
A19A19
GFIGFI42"
A.F.F
42"
A.F.F
HAND
DRYER
HAND
DRYER
(E)PP1A- 6
(E)PP1A- 8
(E)PP1A- 41(E)PP1A- 41
(E)PP1A- 31 (E)PP1A- 31
3-IB-EF-33-IB-EF-2
IB-PP1B- 11IB-PP1B- 11
11
RESTROOM
A1-49
RESTROOM
A1-48
A14 A15
AN
IB-PP1B- 20
GFI
42" A.F.F.
GFI
42" A.F.F.
GFI
42" A.F.F.
GFI
42" A.F.F.
GFI
42" A.F.F.
GFI
42" A.F.F.
IB-PP1B- 24
IB-PP1B- 22
IB-PP1B- 24
IB-PP1B- 22
IB-PP1B- 23
IB-PP1B- 24
IB-PP1B- 22
HAND
DRYER
HAND
DRYER
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.NASHThis 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. 1/4" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 8:19:00 AM3-IB-E104PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL- FIRST FLOOR RESTROOMS -POWER PLAN08-11-2017S1201408-11-2017 1/4" = 1'-0"1 INBOUND TERMINAL- FIRST FLOOR RESTROOM - POWER PLAN
1/4" = 1'-0"2 INBOUND TERMINAL- FIRST FLOOR RESTROOMS - POWER PLAN
1/4" = 1'-0"3 INBOUND TERMINAL- FIRST FLOOR RESTROOMS - POWER PLAN
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
4
1
3
2
N
NORTH
1
KEY NOTES:
PROVIDE JUNCTION BOX ABOVE CEILING AND HARDWIRE CONNECTION TO
LOW VOLTAGE TRANSFORMER PROVIDED BY MECHANICAL AND INSTALLED
BY ELECTRICAL FOR AUTOMATIC CONTROLS FOR LAVATORIES AND WATER
CLOSETS.
1/4" = 1'-0"4 INBOUND TERMINAL- FIRST FLOOR RESTROOMS - POWER PLAN REVISIONS#DATEDESCRIPTIONBY5 09/15/2017ADDENDUM 55
306
CONFORMED SET
AM
M
J
A12 A13A10A8A6A11A9A7
AM
AALK.9
GFI
GFI
BAS CABINET
GFI
GFI
GFI
(E)PP1- 13 (E)PP1- 13
(E)PP1- 13
(E)PP1- 13
(E)PP1- 13
(E)PP1- 14
(E)PP1- 14
(E)PP1- 14
(E)PP1- 14 (E)PP1- 14
(E)PP1- 21
(E)PP1- 21
(E)PP1- 21
(E)PP1- 21
(E)PP1- 21
(E)PP1- 16
(E)PP1- 16
(E)PP1- 16
(E)PP1- 16
(E)PP1- 16
(E)PP1- 19
(E)PP1- 19 (E)PP1- 19
(E)PP1- 19 (E)PP1- 19
(E)PP1- 19
(E)PP1- 6
(E)PP1- 6(E)PP1- 6
(E)PP1- 6
(E)PP1A- 38
(E)PP1A- 38
(E)PP1A- 38
(E)PP1A- 38
(E)PP1- 17
(E)PP1- 17
(E)PP1- 17 (E)PP1- 17
(E)PP1- 17
(E)PP1- 12
(E)PP1- 12
(E)PP1- 12
(E)PP1- 12
(E)PP1- 12 (E)PP1A- 36
(E)PP1A- 36
(E)PP1A- 36
(E)PP1A- 36
(E)PP1A- 36
(E)PP1- 18
(E)PP1- 18
(E)PP1- 18
(E)PP1- 18 (E)PP1- 22
(E)PP1- 22
(E)PP1- 22
(E)PP1- 22
(E)PP1- 22
(E)PP1- 22
(E)PP1A- 36
(E)PP1- 5
(E)PP1- 5
(E)PP1- 5
(E)PP1- 5
(E)PP1- 27
(E)PP1- 1
(E)PP1- 1
(E)PP1- 1
(E)PP1- 27 (E)PP1- 27(E)PP1- 8
(E)PP1- 8
(E)PP1- 8
(E)PP1- 8 (E)PP1- 8
(E)PP1- 15
(E)PP1- 15
(E)PP1- 15
(E)PP1- 15
(E)PP1- 15
(E)PP1A- 35
(E)PP1A- 35
(E)PP1A- 35
(E)PP1A- 35
(E)PP1- 3
(E)PP1- 3
(E)PP1- 3
(E)PP1- 3
(E)PP1A- 34
(E)PP1- 20 (E)PP1- 20
(E)PP1- 20
(E)PP1- 4
(E)PP1- 4
(E)PP1- 2
(E)PP1- 5
(E)PP1- 2
(E)PP1A- 34
(E)PP1A- 34
(E)PP1- 5
NEMA
L5-30R
IB-PP3
NEMA
L5-30R
NEMA
L6-30R
NEMA
L6-30R
IB-PP3- 6
IB-PP3- 5,7
IB-PP3- 4
IB-PP3- 1,3
NEW
PANEL
3-IB-AHU-1
GFI
3-IB-EDH-1
3-IB-VAV-6
3-IB-VAV-4
3-IB-VAV-5
3-IB-VAV-8
3-IB-VAV-7
3-IB-EF-1
30/NF/3
30/NF/3
3-IB-VAV-9
30 /NF/3
30 /NF/3
30 /NF/3
(E)PP1A- 10
IB-HVAC3- 8,10,12
IB-HVAC3- 14,16,18
IB-HVAC3- 25,27,29
IB-HVAC3- 19,21,23
IB-HVAC3- 20,22,24
IB-HVAC3- 13,15,17
30/NF/1
IB-PP3- 9
IB-HVAC3
30 /NF/3
(E)PP1- 12
100/NF/3 IT OFFICE 1
A1-23
IT OFFICE 2
A1-24
IT LABORATORY
A1-21
IT OFFICE 3
A1-22
OFFICE
A1-31
OFFICE
A1-27
OPEN WORK AREA
A1-26
MECHANICAL ROOM
A1-33
OFFICE
A1-32
OFFICE
A1-39
OFFICE
A1-38 OPEN WORK AREA
A1-35
OFFICE
A1-37
OFFICE
A1-36
CORRIDOR
A1-34
OFFICE
B1-49 OFFICE
B1-49
OFFICE
B1-49
CORRIDOR
A1-25
IB-HVAC3- 26,28,30
4#3-1#8G-1 1/4"C.
VFD
IB-HVAC3- 31,33,35
4#6-110G-1"C
FILTER
NEW
30KVA TF-PP3
SUSPEND FROM
STRUCTURE
(E)HEQ- 1,32,34,36
3
3
3
3
3
3
3
3 3
3
3
3
(E)PP1- 13
(E)PP1- 21
(E)PP1- 16
3
3
3
3
3
3
3
3
3 3
3
3
3
3
3
2
3-IB-AF5 Sm 3
3
33
3
3
3
3
3
(E)PP1A- 34
3
4#10&1#10G-3/4"C
4#10&1#10G-3/4"C
4#10&1#10G-3/4"C
4#10&1#10G-3/4"C
4#10&1#10G-3/4"C
4#10&1#10G-3/4"C
WP
VERIFY EXACT LOCATION
OF BAGGAGE BELT
CONTROL CABINET (MCP)
VERIFY EXACT LOCATION
OF BAGGAGE BELT
CONTROL CABINET (MCP)
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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:38 AM3-IB-E105PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - OFFICE AREA - FIRSTFLOOR- ENLARGED POWER PLAN08-11-2017S12014N
NORTH
3/16" = 1'-0"1 INBOUND TERMINAL - OFFICE AREA - FIRST FLOOR- ENLARGED POWER PLAN
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1. REFER TO SHEET 3-1B-E102 FOR AREA PLAN.
2. PROVIDE UL-489 LISTED EQUIPMENT BRANCH BREAKER IN
PANELBOARDS FOR AIR CONDITIONING, HEATING, AND
REFRIGERATION EQUIPMENT.
3. SEE SHEET 3-E600 FOR ONELINE DIAGRAM SHOWING PANEL AND
TRANSFORMER CONCUIT & FEEDER SIZES.
GENERAL NOTES:
1
KEY NOTES:
PROVIDE RACEWAY FOR LOW-VOLTAGE DOOR HARDWARE. COORDINATE WITH LOW VOLTAGE T-SERIES PLANS FOR ADDITIONAL INFORMATION
REGARDING HARDWARE AND CONTROLS.
VFD PROVIDED BY MECHANICAL & INSTALLED BY ELECTRICAL.
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.REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 51 1
3
2
5 5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5 5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
307
CONFORMED SET
MAS
A19A18A16A17
AR
AQ
A14 A15
EXISTING WOMENS ROOM
A2-04
EXISTING MENS ROOM
A2-05
MOTHER'S ROOM
A2-11
KIDS PLAY AREA
A2-06
GFI
24" A.F.F.
IB-EPP2B- 9IB-EPP2B- 11IB-EPP2B- 13IB-EPP2B- 15
GFI
24" A.F.F.
IB-EPP2B- 25
IB-EPP2B- 27
IB-EPP2B- 29
IB-EPP2B- 31
GFI
24" A.F.F.
IB-EPP2B- 8
IB-EPP2B- 10
IB-EPP2B- 12
IB-EPP2B- 14
GFI
24" A.F.F.
IB-EPP2B- 17
IB-EPP2B- 19 IB-EPP2B- 23
IB-EPP2B- 21
IB-EPP2B- 7
IB-EPP2B- 7
IB-EPP2B- 7
IB-EPP2B- 5 IB-EPP2B- 5
IB-EPP2B- 5 IB-EPP2B- 5
GFI
24" A.F.F.
GFI
24" A.F.F.
AS
AR
AQ
A6A5
(E)LP2
(E)TF-2
(E)PP2
(E)HV2
(E)HV2A
IB-EPP2B
3-IB-DIS-PP1
(E)TF-1TF-E2B
EXISTING MENS ROOM
A2-12
EXISTING MENS ROOM
A2-12
MECHANICAL / ELECTRICAL
A2-15
EXISTING WOMENS ROOM
A2-13
IB-EPP2B- 26
IB-EPP2B- 28
IB-EPP2B- 30
IB-EPP2B- 32
IB-EPP2B- 16
IB-EPP2B- 18
IB-EPP2B- 20
IB-EPP2B- 22
IB-EPP2B- 24
GFI 24"AFF
(TYP. OF 4)
GFI
24"AFF
GFI
24"AFF
IB-EPP2B- 3
RELOCATE EXISTING
ELECTRICAL TO
ACCOMODATE NEW
PANEL AND TFMR.
GFI 24"AFF
(TYP. OF 2)
GFI 24"AFF
(TYP. OF 2)
(E)HGP-14,16,18
100/3
SW-TF-E2B 3-IB-RP-3
(E)PP2-28
5
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
E.PALMERE.PALMERT.NASHT.NASH 1/8" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:40 AM3-IB-E106PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL-SECOND FLOORRESTROOMS- ENLARGED POWER PLAN08-11-2017S12014 1/8" = 1'-0"1 INBOUND TERMINAL-SECOND FLOOR EAST RESTROOMS-POWER PLAN
1/8" = 1'-0"2 INBOUND TERMINAL-SECOND FLOOR WEST RESTROOMS-POWER PLAN
1. CONDUIT RUNS ARE SHOWN FOR GENERAL INFORMATION ONLY.
CONTRACTOR TO COORDINATE EXACT ROUTING WITH MECHANICAL,
PLUMBING, AND STRUCTURAL WHEN ROUTING FINAL CONDUIT RUNS.
2. 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.
3. PROVIDE AND SEAL ALL PENITRATIONS ACCORDING TO FIRE RATING
OF WALL OR FLOOR.
GENERAL NOTES:
GFI
24" A.F.F.
GFI
24" A.F.F.
GFI
24" A.F.F.
GFI
24" A.F.F.REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 5ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
1
2N
NORTH
1
KEY NOTES:
RELOCATE TV5S FOR PANEL (E)PP2 TO OPPOSITE SIDE OF PANEL,
TO MAKE ROOM FOR DISCONNECT. SEE SHEET 3-E100 FOR RISER
DIAGRAM.
308
CONFORMED SET
AS
A20A19A18A16A17
AR
AQ
A14 A15A12A13A10A8A6A11A9A7
AP
AN
AM
AAL
1
TYP.
2 3
2
1
3
1
SWB
DEMOLISH ALL LIGHTING INCLUDING LIGHT FIXTURES,EMERGENCY LIGHT FIXTURE, JUNCTION BOXES, CONDUIT
AND BRANCH CIRCUITING BACK TO SOURCE. RETAIN ALL CIRCUITRY FOR REUSE. EXTEND WIRING AND
CONDUIT TO NEW LOCATION. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS
PREPARE TO DEMOLISH LIGHTING FIXTURES, CONDUIT AND BRANCH CIRCUITING IN THIS AREA. COORDINATE
WITH THE ARCHITECTURAL DOCUMENTS ON TIMING OF DEMOLITION.
LIGHTING IN THID AREA IS SUBJECT TO PHASING OF WORK, DETERMINED BY ARCHITECT. CONTRACTOR SHALL
KEEP THE AREA THAT IS NOT UNDER CONSTRUCTION OPERATIONAL.
1
2
3
KEY NOTES:
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\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 1:30:31 PM3-IB-E200PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - FIRST FLOOR- ENLARGEDEMOLITION LIGHTING PLAN08-11-2017S12014 3/32" = 1'-0"1 ELECTRICAL TERMINAL "A" REFLECTED DEMO CEILING PLAN - FIRST FLOOR - LIGHTING N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
309
CONFORMED SET
DEMOLISH LIGHTING INCLUDING LIGHT FIXTURES,EMERGENCY LIGHT FIXTURE, JUNCTION BOXES, CONDUIT
AND BRANCH CIRCUITING BACK TO SOURCE. RETAIN ALL CIRCUITRY FOR REUSE. EXTEND WIRING AND
CONDUIT TO NEW LOCATION. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS
PREPARE TO DEMOLISH LIGHTING FIXTURES, CONDUIT AND BRANCH CIRCUITING IN THIS AREA. COORDINATE
WITH THE ARCHITECTURAL DOCUMENTS ON TIMING OF DEMOLITION.
UNLESS OTHERWISE NOTED LIGHTING IN THIS ARE IS TO REMAIN IN SERVICE AT ALL TIMES. FOR BRANCH
CIRCUITS AFFECTED BY DEMOLITION OF OTHER AREAS IS TO TERMINATE SAFELY AFTER LAST FUNCTIONING
LIGHTING FIXTURE.
EXISTING LIGHTING IN THIS AREA TO REMAIN UNAFFECTED BY DEMOLISHION. CIRCUITRY, CONTROLS, AND
EMERGENCY LIGHTING TO BE OPERABLE AT ALL TIMES.
REMOVE, RELAMP, EXTEND CIRCUIT AND CONDUCTOR TO NEW LOCATION AS SHOWN ON 3-SW-E203. AREA OF
WORK SHALL BE PATCHED AND RETURN SURFACE TO AS NEW CONDITION.
AREA IS NOT IN SCOPE OF WORK, AND LIGHTING IS TO REMAIN.
SEE ARCHITECTURAL DEMOLITION PLANS FOR EXTENT OF CANOPY REMOVAL.
1
2
3
KEY NOTES:
4
5
6
7
AT
AS
A20A19A18A16A17
AR
AQ
A14 A15A12A13A10A11A9
AP
AN
AM
AE1
AT
AS
A20A19A18A16A17
AR
AQ
A14 A15A12A13A10A11A9
AP
AN
AM
SW1
SWA
SWB
1
1
2
3
6
6
6
6
1 5
7
1
7
1
4
4
4
4
SWB
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.rvt9/21/2017 11:17:44 AM3-IB-E201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - SECOND FLOOR- ENLARGEDDEMOLITION LIGHTING PLAN08-11-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUNDN
NORTH
3/32" = 1'-0"1 TERMINAL "B" - DEMOLITION CEILING PLAN - SECOND FLOOR - LIGHTING
N
NORTH REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
5
5
5
5
5
310
CONFORMED SET
BFPb33
3 3OS
OS
OS
OS
OS
OS
OS OS
OS
OS
OS
OS
OS
OSOS
OS
OS
OS
OS
OS
OS
OS
OS
OS
MM
OS
OS
OS
AS
A20A19A18A16A17
AR
AQ
A14 A15A12A13A10A8A6A11A9A7
AP
AN
AM
AAL
A5 ac(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)HGP- 5
AE
(E)LP1- 18
A
(E)HGP- 5
A
(E)HGP- 5
AE
(E)HGP- 5
A
(E)HGP- 5
AE
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
AE
(E)HGP- 5
A
(E)HGP- 5
A
(E)LP1- 18
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)LP1- 15
AE
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 11
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)HGP- 5
AE
(E)HGP- 5
A
(E)LP1- 16
AE
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
AE
(E)LP1- 16
A
(E)LP1- 16
A
(E)HGP- 5
AE
(E)HGP- 5
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)LP1- 11
AE
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 11
AE
(E)LP1- 11
A
(E)LP1- 15
A
(E)LP1- 15
AE
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 11
A
(E)LP1- 11
AE
(E)LP1- 11
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)LP1- 15
A
(E)HGP- 5
A
(E)LP1- 15
A
(E)HGP- 5
AE
(E)HGP- 5
A
(E)HGP- 5
A
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 11
AE
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 11
AE
(E)LP1- 11
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)LP1- 18
A
(E)LP1- 18
AE
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 16
AE
(E)LP1- 16
A
(E)LP1- 16
AE
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)HGP- 5
A
(TYP.)
1
(TYP.)
(E)LP1- 18
A
(E)HGP- 5
AE
(E)LP1- 11
A
(E)LP1- 16
A
(E)HGP- 5
A
(E)LP1- 16
A
(E)LP1- 11
A
(E)LP1- 15
A
(E)LP1- 11
AE
(E)HGP- 5
A
(E)LP1- 11
A
(E)LP1- 11
A
(E)HGP- 5
A
(E)LP1- 16
AE
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 15
A
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 15
A
(E)LP1- 11
A
(E)LP1- 11
AE
(E)LP1- 15
A
(E)LP1- 11
AE
(E)LP1- 11
A
(E)LP1- 15
A
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 15
A (E)LP1- 15
AE
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 15
AE
(E)LP1- 11
A
(E)LP1- 15
A
(E)LP1- 11
AE
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 16
A
(E)LP1- 11
A
(E)LP1- 16
A
(E)LP1- 11
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)HGP- 5
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 15
A
(E)LP1- 16
A
(E)LP1- 11
A
(E)LP1- 11
A
(E)HGP- 5
A
(E)LP1- 15
A
(E)LP1- 11
A
(E)HGP- 5
A
(E)LP1- 15
A
(E)LP1- 18
A
(E)HGP- 5
A
(E)LP1- 18
A
(E)LP1- 11
A
(E)LP1- 18
A
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 11
A
?
A
?
A
(E)LP1- 16
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 16
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 16
A
(E)HGP- 5
A
(E)HGP- 5
AE
(E)LP1- 18
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 16
A
(E)HGP- 5
A
(E)HGP- 5
AE
(E)LP1- 16
A
(E)LP1- 18
AE
(E)LP1- 18
A
(E)LP1- 16
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)LP1- 16
A
(E)LP1- 16
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)HGP- 5
AE
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
AE (E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)HGP- 5
A
(E)HGP- 5
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
A
(E)LP1- 18
AE
(E)LP1- 18
A
(E)LP1- 5
D2
(E)LP1- 5
D2 (E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2 (E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 5
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2 (E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 3
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2(E)LP1- 7
D2
(E)LP1- 7
D2 (E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 7
D2
(E)LP1- 11
AE
(E)LP1- 11
A
(E)LP1- 19
TL
(E)LP1- 9
D4 (E)LP1- 9
D4E
(E)LP1- 9
D4(E)LP1- 9
D4
(E)LP1- 15
D4E
(E)LP1- 9
D4
(E)HGP- 5
D4E
(E)LP1- 9
D4
(E)HGP- 5
D4E
(E)LP1- 9
M
(E)LP1- 18
BE
(E)LP1- 18
B
(E)LP1- 18
B
(E)LP1- 18
B
(E)LP1- 18
B
(E)LP1- 18
BE
(E)LP1- 18
B
(E)LP1- 18
B
a b
(a)
(a)
(b)
(b)(b)
(E)LP1- 18
A (E)LP1- 18
A
(E)HGP- 5
D4 (E)HGP- 5
D4
(E)HGP- 5
D4 (E)HGP- 5
D4
(E)HGP- 5
D4E
(E)HGP- 5
D4
(E)HGP- 5
D4E
(E)HGP- 5
D4
(E)LP1- 18
DE
(E)HGP- 5
D4E
(E)HGP- 5
D4
(E)HGP- 5
D4E
(E)HGP- 5
D4
(E)HGP- 5
D4
(E)HGP- 5
D4
(E)HGP- 5
D4
(E)HGP- 5
D4
(E)LP1- 9
D4
(E)LP1- 9
D4
(E)LP1- 9
D4E
(E)LP1- 9
X1 (E)HGP- 5
D4E
(E)HGP- 5
X1
(E)HGP- 5
X1
(E)LP1- 9
X1
(E)HGP- 5
X1
(E)LP1- 9
M
(E)LP1- 9
M
(E)LP1- 9
C
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 11
A
(E)LP1- 11
AE
(E)LP1- 11
AE
(E)HGP- 5
M
(E)HGP- 5
M
(E)HGP- 5
D4E
(E)HGP- 5
D4
(E)HGP- 5
D4E (E)HGP- 5
D4
(E)HGP- 5
D4
(E)HGP- 5
D4
(E)HGP- 5
D4E
WORK PERFORMED
UNDER PHASE I
(E)LP1- 19
TL
(E)LP1- 19
TL
(E)LP1- 19
TL
(E)LP1- 19
TL
(E)LP1- 19
TL
(E)LP1- 19
TL
(E)LP1- 19
TL
(E)LP1- 19
TL
(E)LP1- 19
TL
(E)LP1- 19
TL
(E)LP1- 19
TL
(E)LP1- 18
A
(E)LP1- 19
TL
1
3-LC2
OS OS
(E)LP1- 9
C
(E)LP1(E)LP1- 9
C
(E)LP1- 9
C
(E)HGP- 5
D4
(E)HGP- 5
D4
(E)HGP- 5
M
(E)HGP- 5
M
(E)LP1- 18
C
(E)LP1- 18
C(E)LP1- 18
M
(E)LP1- 11
X1
(E)HGP- 5
X1
(E)LP1- 9
D4E
(E)HGP- 5
C
(E)HGP- 5
C
(E)HGP- 5
C
(E)LP1- 23
C
(E)LP1- 23
CE
(E)LP1- 23
C
(E)LP1- 23
CE
(E)LP1- 23
C
(E)LP1- 23
CE
(E)LP1- 23
C
(E)LP1- 23
C
(E)LP1- 23
C
(E)LP1- 23
C
(E)HGP- 5
X1
(E)HGP- 5
X1
(E)HGP- 5
SLD
(E)HGP- 5
X1 (E)HGP- 5
SLD
(E)LP1- 19
TL
(E)HGP- 5
D4E
(E)HGP- 5
D4E
2
2
$
FRESCO LIGHTING
CONTROL PANEL
$3
+11'-0" (TYP OF 10)$32
SWB
3
3
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
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A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASH 3/32" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 1:30:32 PM3-IB-E202PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - 1ST FLOOR - LIGHTING PLAN08-11-2017S12014N
NORTH
3/32" = 1'-0"1 INBOUND TERMINAL - 1ST FLOOR - LIGHTING PLAN
KEY NOTES:
1 PROVIDE "3-LC2" LIGHTING CONTROLLER. SEE SHEET 3-E602 FOR
LIGHTING CONTROL DIAGRAM.
MAKE COVE LIGHTING BLUE AND PROVIDE ALL CONNECTIONS
NEEDED TO "TL" DRIVER FOR A FULLY OPERABLE COVE LIGHTING
SYSTEM. MOUNT IN COVE PER MANUFACTURER INSTALLATION
MANUAL.
LAYOUT OF LIGHTING SHALL BE ADJUSTED TO FINAL ROOM LAYOUT
OF FURNITURE.
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1. REFER TO SHEET 3-E602 AND 3-E603 FOR LIGHTING CONTROL
DIAGRAM FOR ADDITIONAL INFORMATION.
2. UNIT EQUIPMENT SHALL BE CONNECTED TO THE UNSWITCHED
LEG OF BRANCH CIRCUIT.
3. PUBLIC AREAS SHALL BE TIME CONTROLLED LIGHTING DURING
OPERATING HOURS. DURING NON-OPERATIONAL HOURS LTS TO
BE AT 30% AND OCCUPANCY CONTROL TO BE AT 80%.
GENERAL NOTES:REVISIONS#DATEDESCRIPTIONBY5 09/15/2017ADDENDUM 53
2
5
5
5 5
5
5
5
5
5
311
CONFORMED SET
J
J
OS
OS
OS
OS OS
OS
DL DL
OSOS
J
MOS
AS
A20A19A18A16A17
AR
AQ
A14 A15A12A13A10A8A6A11A9A7
AP
A5
EXISTING CEILING
EXISTING CEILING NEW DROPPED
SOFFIT
EXISTING
DROP SOFFIT
EXISTING
DROP SOFFIT
10' - 4"
12' - 4"
10' - 0"
10' - 0"
11' - 6"
11' - 6"
10' - 0"
EXISTING CEILING
12' - 0"
10' - 4"
10' - 4"
10' - 0"10' - 0"
(E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 14
D (E)LP2- 14
D
(E)LP2- 14
D(E)LP2- 13H3(E)LP2- 11H3
(E)LP2- 14
D
EXISTING WAITING AREA
A2-01
(E)HGP- 33
B
(E)HGP- 33
B
(E)HGP- 33
BE
(E)LP2- 12
B
(E)HGP- 33
B
(E)LP2- 12
B
KIDS PLAY AREA
A2-06
EXISTING WAITING AREA
A2-01
EXISTING WAITING AREA
A2-01
LOBBY
A2-09
CONCESSION
A2-07(E)LP2- 11H3
(E)LP2- 11H3
(E)LP2- 11H3
(E)LP2- 11H3
(E)LP2- 11H3
(E)LP2- 11H3
(E)LP2- 11H3
(E)LP2- 11H3
(E)LP2- 11H3
(E)LP2- 13H3
(E)LP2- 13H3
(E)LP2- 13H3
(E)LP2- 13H3
(E)LP2- 13H3
(E)LP2- 13H3
(E)LP2- 13H3
(E)LP2- 13H3
(E)LP2- 13H3
(E)LP2- 13H3 (E)LP2- 13H3 (E)LP2- 13H3 (E)LP2- 13H3 (E)LP2- 13H3 (E)LP2- 13H3 (E)LP2- 11H3 (E)LP2- 13H3 (E)LP2- 11H3 (E)LP2- 13H3 (E)LP2- 11H3 (E)LP2- 13H3(E)LP2- 11H3(E)LP2- 11H3(E)LP2- 11H3(E)LP2- 11H3(E)LP2- 11H3(E)LP2- 11H3
(E)LP2- 12
J6
(E)LP2- 12
J6
(E)LP2- 12
J4
(E)LP2- 12
J4
(E)HGP- 33
BE
(E)HGP- 33
BE
(E)LP2- 12
B
(E)HGP- 33
BE
(E)LP2- 12
B
(E)LP2- 12
B
(E)HGP- 33
BE(E)LP2- 12
B
(E)LP2- 14
B
(E)HGP- 33
BE
(E)LP2- 14
B
(E)LP2- 14
B
(E)LP2- 14
B
(E)HGP- 33
BE
(E)LP2- 14
B
(E)LP2- 14
B
(E)HGP- 33
BE
(E)LP2- 14
B
(E)LP2- 14
B
(E)LP2- 14
B
(E)HGP- 33
BE
(E)LP2- 14
B
(E)LP2- 14
B
(E)LP2- 14
B
(E)HGP- 33
X1
(E)HGP- 33
BE
(E)LP2- 9
B
(E)LP2- 9
B
(E)LP2- 9
B
(E)HGP- 33
BE(E)HGP- 33
X1
(E)LP2- 9
B
(E)LP2- 9
B
(E)LP2- 9
B
(E)LP2- 9
B
J-BOX FOR
AIRPORT SIGN
21'-7" AFF
J-BOX FOR
SANFORD SIGN
24'-9" AFF
J-BOX FOR
INTERNATIONAL
SIGN 21'-7" AFF
J-BOX FOR
ORLANDO SIGN
24'-9" AFF
3
3
1
2
(E)LP2- 14
B
(E)LP2- 14
B
(E)HGP- 33
BE
(E)LP2- 14
B
(E)HGP- 33
BE
(E)LP2- 14
B
(E)HGP- 33
BE
(E)LP2- 14
B
(E)LP2- 14
B
(E)LP2- 14
B
(E)LP2- 14
B
(E)LP2- 14
B
(E)LP2- 14
B
(E)HGP- 33
BE
(E)LP2- 14
B
(E)LP2- 14
B
(E)LP2- 14
B
(E)LP2- 14
D (E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 14
D
(E)LP2- 12
X1
?
X1
(E)HGP- 33
X1
MECHANICAL / ELECTRICAL
A2-15
EXISTING WAITING AREA
A2-01
EXISTING MENS ROOM
A2-05
EXISTING WOMENS ROOM
A2-04
ELEVATOR 1
A1-11
SECURITY EXIT
A2-08
WAITING AREA
A2-14
MOTHER'S ROOM
A2-11
(E)LP2
NL
NL
NL
NL
NL
$D $D$D$DPROVIDE DAYLIGHTING SENSOR FOR
OPERATION OF (3) "B" FIXTURES
5
4
4
4
SWB
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 3/32" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:50 AM3-IB-E203PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - 2ND FLOOR - LIGHTING PLAN08-11-2017S12014 3/32" = 1'-0"1 INBOUND TERMINAL - 2ND FLOOR - LIGHTING PLAN N
NORTH
KEY NOTES:
RELOCATE HIGH WALL PACK AS SHOWN ON THIS
SHEET. EXTEND CONDUIT AND CONDUCTOR TO THIS
LOCATION.
PROVIDE NEW LED WALL PACK SIMILAR TO EXISTING
ADJACENT WALL PACKS IN COLOR, HEIGHT,
PHOTOCELL, AND CIRCUIT. BASIS OF DESIGN LITHONIA
#TWH-LED-30C-1000-5OK-T3M-MVOLT-PE-ELSW-DDBXD.
PROVIDE RECESSED MOUNTED J-BOXES FOR SIGNAGE
CIRCUITS. ADDITIONAL J-BOXES, CONDUCTORS, AND
CONNECTIONS TO SIGNAGE SHALL BE SUPPLIED BASED
ON SIGNAGE REQUIREMENTS.
AREA NOT IN SCOPE OF WORK.
ADJUST EXISTING LIGHTS IN EXISTIGN CORRIDOR TO
ADJUSTED LAYOUT.
1
2
3
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1. SEE SHEET 3-E602 FOR LIGHTING CONTROL
DIAGRAM.
2. PUBLIC AREAS SHALL BE TIME CONTROLLED
LIGHTING DURING OPERATING HOURS. DURING NON-
OPERATIONAL HOURS LTS TO BE AT 30% AND
OCCUPANCY CONTROL TO BE AT 80%.
GENERAL NOTES:REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 54
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
312
CONFORMED SET
D
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS OS
D
DDD
OS
OS OS
D
D D
OS OS
DOS
D
OS
OS
OS
OS
OS
OS
OS
D
D
A12 A13A10A8A6A11A9A7
AM
AAL
OFFICE
A1-39
OFFICE
A1-38
OFFICE
A1-37
OFFICE
A1-36
OPEN WORK AREA
A1-35
OFFICE
A1-27
OPEN WORK AREA
A1-26
OFFICE
A1-31
OFFICE
A1-30OFFICE
A1-29
OFFICE
A1-28
IT OFFICE 1
A1-23
IT OFFICE 2
A1-24
IT LABORATORY
A1-21
IT OFFICE 3
A1-22
CANOPY
A1-41
CORRIDOR
A1-25
OFFICE
A1-32
MECHANICAL ROOM
A1-33
CORRIDOR
A1-34
STORAGE
A1-40
(E)HGP- 1
B
(E)HGP- 7
B
(E)HGP- 7
B
(E)HGP- 7
B
(E)HGP- 1
BE
(E)HGP- 7
B
(E)HGP- 7
B
(E)HGP- 7
B
(E)HGP- 7
B
(E)HGP- 7
B
(E)HGP- 1
BE
(E)HGP- 7
B
(E)HGP- 7
B
(E)HGP- 7
B
(E)HGP- 7
B
(E)HGP- 1
BE
(E)HGP- 7
B
(E)HGP- 1
BE
(E)HGP- 1
BE
(E)HGP- 7
B
(E)HGP- 7
B
(E)HGP- 3
BE
(E)HGP- 1
BE
(E)HGP- 7
B
(E)HGP- 1
BE
(E)HGP- 7
B
(E)HGP- 4
BE
(E)HGP- 6
B
(E)HGP- 4
BE
(E)HGP- 6
C
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 4
BE
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 6
BE
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 4
BE
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 4
BE
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 4
BE
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 4
BE
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 4
BE
(E)HGP- 4
BE
(E)HGP- 34
B
(E)HGP- 34
B
(E)HGP- 4
BE
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 6
B
(E)HGP- 4
BE
(E)HGP- 34
B
(E)HGP- 34
B
(E)HGP- 4
BE
(E)HGP- 34
B
(E)HGP- 4
BE
(E)HGP- 34
B
(E)HGP- 34
B
(E)HGP- 34
B
(E)HGP- 4
BE
(E)HGP- 34
B
(E)HGP- 34
B
(E)HGP- 34
B
(E)HGP- 4
BE
(E)HGP- 34
B
(E)HGP- 34
B
(E)HGP- 6
B OC(E)HGP- 34
B
(E)HGP- 4
BE(E)HGP- 1
BE
(E)HGP- 4
CE
(E)HGP- 6
C
(E)HGP- 34
B
(E)HGP- 7
B
(E)HGP- 4
CE
(E)HGP- 6
C
(E)HGP- 7
B
3b
CORRIDOR
A1-34
(E)HGP- 7
B
(a)
(a)
NL
3a
3a
NL
(a)
NL
(E)HGP- 6M3ba(a)
(b)
3c 3d
NL (c)(d)
(d)(c)(d)
(d)NL (d)NL(c)NL
3d3c
D D
(E)HGP- 6
M
(E)HGP- 6
M 3f3e3f
(e)(f)
(f)(e)
(f)(e)(f)(e)
(f)(e)(f)(e)
3e
LOCATE FRESCO
LIGHTING
CONTROLER FOR
1ST FLOOR.(E)HGP- 6C(E)HGP- 6C(E)HGP- 6C(E)HGP- 6C(b)
(a)34
4
4
4
4
4
4
(a)+9'-0" (TYP)
4
4
4
(a)
(a)
(a)
4
4
4
3
(E)HGP- 6
X
(E)HGP- 34
X
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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:53 AM3-IB-E204PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - 1ST FLOOR OFFICE AREA -LIGHTING PLAN08-11-2017S12014 3/16" = 1'-0"1 INBOUND TERMINAL - 1ST FLOOR OFFICE AREA - LIGHTING PLAN N
NORTH
KEY NOTES:
1 PROVIDE OCCUPANCY SENSORS AND LIGHT SWITCHES IN
EXTERIOR MAINTENANCE AREA.
FRESCO CONTROL PANEL. SEE SHEET 3-603 FOR
LIGHTING CONTROL PANEL.
OCCUPANCY SENSORS ON THIS SHEET SHALL BE SET TO
30 MIN & MAXIMUM SENSITIVITY
PROVIDE POWER PACK FOR LIGHTING AND
RECEPTACLES IN OFFICES CONNECTED TO OCCUPANCY
SENSORS.
1
1
1
1
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
2
1. TO SHEET 3-E602 AND 3-E603 FOR LIGHTING CONTROL
DIAGRAM FOR ADDITIONAL INFORMATION.
GENERAL NOTES:REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 53
4
5
5
5
5
5
5
5
5 5
5
5
5
5
5
5
5
5
5
5
313
CONFORMED SET
314CONFORMED SET
315CONFORMED SET
316CONFORMED SET
317CONFORMED SET
318CONFORMED SET
319CONFORMED SET
D
EJB
DL DL
A16 A17
AT
AS
A20A19A18A16A17
AR
A14 A15A12A13A10A8A6A11A9A7A5
(E)LP1- 32
D1E
(E)LP1- 32
D1
(E)LP1- 32
D1E
(E)LP1- 32
D1
(E)LP1- 32
D1E
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1 (E)LP1- 34
D3
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1E
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 34
D3
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1E
(E)LP1- 32
D1
(E)LP1- 34
D3
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1 (E)LP1- 34
D3
(E)LP1- 32
D1E
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1E
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1E
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 32
D1
(E)LP1- 34
D3
(E)LP1- 34
D3
(E)LP1- 34
D3 1111111
RED CLEVELAND BLVD.RED CLEVELAND BLVD.
3
(TYP)
3
(TYP)
CENTER "D3" FIXTURE
AND MOVE OUT 4"
FROM COLUMN
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 3/32" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:55 AM3-IB-E211PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL CANOPY- 1ST FLOOR -LIGHTING PLAN08-11-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
3/32" = 1'-0"1 INBOUND TERMINAL - 1ST FLOOR CANOPY- LIGHTING PLAN
1. LIGHTING FIXTURES ENDING IN "E" EMERGENCY OPERATION SHALL BE
WIRED AHEAD OF LOCAL SWITCHING. UTILIZE UL924 RATED RELAY WHERE
APPLICABLE TO PROVIDE DESIRED OPERATION.
GENERAL NOTES:
PROVIDE COLOR CHANGING LED FIXTURE IN FRONT OF CANOPY
COLUMNS AS SHOWN. COORDINATE WITH OWNER FOR COLOR SETTINGS.
DEFAULT COLOR TO REMAIN GREEN UNTIL OTHERWISE CONFIRMED.
CANOPY NOT IN SCOPE OF WORK. ANY DAMAGE OR ADJUSTMENTS TO
ACCOMODATE NEW CONSTRUCTION SHALL BE BROUGHT TO AS NEW
CONDITION.
FIXTURES IN CANOPY SHALL BE RATED FOR HARD CEILING.
1
KEY NOTES:
2
2
2
N
NORTH REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 53
5 5
5
5
320
CONFORMED SET
PBX
EJB
EJB
PBX
PBX
ACCORDION
STYLE DOORS
JJJM
JM
SWLA1- 19
SG1
SWLA1- 19
SG1
SWLA1- 19
SG1
SWLA1- 19
SG1
SWLA1- 19
SG1
SWLA1- 19
SG1
SWLA1- 19
SG1
SWLA1- 19
SG1
SWLA1- 19
SG1
SWLA1- 19
SG1
SWLA1- 19
SG1
SWLA1- 19
SG1
SWLA1- 19
SE
SWLA1- 19
SE
SWLA1- 19
SE
SWLA1- 19
SE
SHEET 3-IB-E201(E)HGP- 5
X3
?
K
RED CLEVELAND BLVD.
(E)HGP- 5
K
(E)HGP- 5
SLD
(E)HGP- 5
SLD(E)HGP- 5
X3
4
SIMPLER SIGN
14'-6"AFF
FASTER SIGN
11'-0"AFF
BETTER SIGN
7'-2"AFF
EXISTING PARKING LOT
3
4
(E)HGP- 5
X3
(E)HGP- 5
SLD
(E)HGP- 5
SLD
(E)HGP-5
1
1
11 (TYP OF 2)
(TYP OF 2)
(TYP OF 3)2
(TYP)3
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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:57 AM3-IB-E212PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - ENLARGED SITE LIGHTINGPLAN08-11-2017S12014N
NORTH
1/8" = 1'-0"1 INBOUND TERMINAL - ENLARGED SITE LIGHTING PLAN
1. EXIT AND EMERGENCY BATTERY OPERATION SHALL BE WIRED AHEAD OF
SWITCHING. PROVIDE UL 924 RELAYS WHERE NEEDED.
2. INGRADE FIXTURES SHALL BE MOUNTED ON CONCRETE BASE.
UNDERGROUND CONDUCTORS SHALL BE IN SCHEDULE 80 PVC AND HAVE
MINIMUM DEPTH OF 30" BELOW GRADE.
GENERAL NOTES:
KEY NOTES:
PROVIDE PHOTO CELL FOR LIGHT FIXTURES.
PROVIDE RECESSED MOUNTED J-BOXES FOR SIGNAGE CIRCUITS.
ADDITIONAL J-BOXES, CONDUCTORS, AND CONNECTIONS TO SIGNAGE
SHALL BE SUPPLIED BASED ON SIGNAGE REQUIREMENTS. RUN CONTROL
POWER PAK BACK TO LIGHTING CONTROL SYSTEM.
SEE SHEET 3-SW-E101 FOR LOCATION OF PANEL SWLA1.
PROVIDE PHOTO CELL ON ROOF FACING NORTH AND POWER PACK IN
ELECTRICAL ROOM POD 1 #A1-53. SEE SHEET 3-E602 AND 3-E603 FOR
CONNECTION TO LIGHTING CONTROL SYSTEM.
1
2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
3
4
REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
5
5
5
5
321
CONFORMED SET
J(E)PNL-GP2- 25 (E)PNL-GP2- 27
J (E)PNL-GP2- 29
INBOUNDFIS
RED CLEVELAND BLVD.
1 1
1
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 1/16" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 8:19:01 AM3-IB-E213PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - RED CLEVELAND BLVD. -CANOPY LIGHTING PLAN08-11-2017S12014REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 5 1/16" = 1'-0"1 OUTBOUND TERMINAL - CANOPY SIGNAGE PLAN N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
CANOPY
PROVIDE SIGNAGE CIRCUIT & RACEWAY BASED ON WAVEFING
DRAWINGS. PROVIDE CONTROLS BACK TO LIGHTING CONTROL SYSTEM.
SEE SHEET 2-E601 FOR ADDITIONAL INFORMATION.
1
KEY NOTES:
ADDED SHEET
5
322
CONFORMED SET
GENERATOR
FF
2092
50.70
PBX
TSB
PBX
AM
AM
SVOLTAGE DROP CALCULATION TABLE
TRANSFORMER PANEL ID CONDUCTORS | PHASE CURRENT (A)DISTANCES (FT)VOLTAGE DROP(%)
FPL UTILTY TRANSFOMER , 3Ø,480___
277 SW-MDP1 | 2000A, 480/277V, 3Ø (6) 400 Kcmil 2000 130 0.6
FROM SW-MDP1 SW-MDP2 | 800A, 480/277V, 3Ø (3) 300 Kcmil 800 362 1.2
FROM SW-MDP1 SW-MDP3 | 800A, 480/277V, 3Ø (3) 350 Kcmil 800 621 1.77
SHORT CIRCUIT CURRENT AVAILABLE TABLE
TRANSFORMER PANEL ID CONDUCTORS DISTANCES (FT) Isca-LL(A) Isca-LN(A)
FPL UTILTY TRANSFOMER , 3Ø, 480/277
SW-MDP1 | 2000A, 480/277V, 3Ø (6) 400 Kcmil 130 35,623 13,992
SW-MDP2 | 800A, 480/277V, 3Ø (3) 300 Kcmil 362 23,664 6,886
SW-MDP3 | 800A, 480/277V, 3Ø (3) 350 Kcmil 621 23,255 6,708
POD 3
S1-10
POD 2
S1-06
POD 1
S1-01
RESTROOM
S1-07
IT
S1-08
IT
S1-04
ELECTRICAL
S1-03
IT
S1-11
HVAC
S1-02
CORRIDOR
S1-05
CORRIDOR
S1-09
P B B -1
P B B -4 PBB-2P
B
B-3
/1 3-SW-E103/1 3-SW-E103
/13-SW-E101/13-SW-E101/1 3-SW-E102 /1 3-SW-E102
/13-SW-E102/13-SW-E1023-SW-E101
1
3-SW-E102
1
3-SW-E103
1
TRASH
COMPACTOR
COMPACTOR DISCONNECT SWITCH
1
SW12
NEW 800kw GENERATOR
ELECTRICAL
ELECTRICAL
ELECTRICAL SERVICE
(1 OF 2)
ELECTRICAL SERVICE
(2 OF 2)
T
NEW UTILITY TRANSFORMER
SW13
SW8
SW9
SW10
SWB
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.NASHThis 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 indicatedC:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:17:59 AM3-SW-E100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK OVERALL FIRST FLOOR- POWER PLAN08-11-2017S1201408-11-2017 3/64" = 1'-0"1 SKYWALK OVERALL FIRST FLOOR- POWER N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1
KEY NOTES:
REMOVE POWER AND LIGHTS ON THIS WALL BACK TO SOURCE IN
PREPARATION FOR NEW SKYWALK.
1. PROVIDE ELECTRICAL SERVICES ENTRANCES WITH PERMANENT
DESCRIPTION PLATE OF LOCATION OF ADDITIONAL SERVICES AND
POWER COMPANY TRANSFORMER SERVED.
GENERAL NOTES:REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
5
5
323
CONFORMED SET
AMPBX
J
S
J J
J
J
J
SW-ATS-1
GFI
GFI
GFI
GFI
GFI
STST /13-SW-E102/13-SW-E102WPG
GFI
SWLA1- 12
SWLA1- 12
SWLA1- 10 SW-TLA1
SWLA1
GROUND
BUSBAR
SWLA1- 15
SWLA1- 10
SWLA1- 10
SWLA1- 12
GFI
SWLA1- 10
SWLA1- 10
WPG
WPG
SWLA1- 10
HVAC
S1-02
IT
S1-04
ELECTRICAL ROOM POD 1
A1-53
3-SW-AHU-1
3-SW-VAV-1
3-SW-EDH-1
3-SW-EDH-2
SW-MDP1
SW-HA1
3-SW-CU-1
POD 1
S1-01
CORRIDOR
S1-05
EXISTING MECHANICAL ROOM
A1-45
SW-HA1- 1,3,5
VFD
4#8 & 1#10G-1"C
60/NF/3
SW-HA1- 8,10,12
3#6 & 1#10G-1 1/4C
30/NF/3
SW-HA1- 7,9,11
3#12 & 1#12G-3/4"C
SWUPS1
SWEHA1
SWEDP
SW-HA1- 2,4,6
SWELA1
SWLA1- 10
SERVICE SHUNT
GENERATOR SHUNT
3 of 3 ON 800KW GEN.
GFI
60/NF/3
3#4 & 1#8G
1 1/4"C
GBR 1
SWLA1- 10
2
3
30/3/NF/1
M
HEAT
TRACE
FOR PIPE
SWEHA1- 1,3,5
3#12 & 1#12G-3/4"C
FS TS
AIR
COMP
FIRE
RISER SWELA1- 4
SWELA1- 2SWELA1- 8
SWELA1- 6
M
SWLA1- 8
POWER COMPANY TRANSFORMER
3-SW-AFS1
SWLA1- 13
SWLA1- 1,3,5
3#8 & 1#
10G-3/4"C
PBB-HVAC-C4
SWLA1- 8
SW-HA1- 14,16,1830/NF/3
3-SW-AHU-4
PROVIDE
METER
100/3/NF/1
SWLA1- 2,4,6
30/NF/3/3R
WP/GFI
3#10 & 1#10G-3/4"C
WP/GFI
PROVIDE CONCRETE REINFORCED PADS FOR
TRANSFORMER, SWITCH AND GENERATOR.
COORDINATE EXACT LOCATION IN FIELD.
5
COORDINATE TRASH COMPACTOR,
TRANSFORMER, AND POWER COMPANY
SWITCH LOCATIONS WITH PIPE RAILING
LOCATED ON CIVIL DOCUMENTS. SEE CIVIL
DRAWINGS FOR FINAL LOCATION OF
RAILINGS.
SWLA1- 21
6
BASPOWER COMPANY
MEDIUM VOLTAGE
SWITCH
PROVIDE UNDERGROUND FEEDER
AND CONDUIT. SEE RISER DIAGRAM
ON SHEET 3-E601 FOR QUANTITY OF
CONDUIT AND ADDITIONAL FEEDER
INFORMATION.
PROVIDE UNDERGROUND FEEDERS
AND CONDUIT. SEE RISER DIAGRAM
ON SHEET 3-E601 FOR ADDITIONAL
INFORMATION.
WP/GFI
SWLA1- 15
SW12
PROVIDE (2) 6" UNDERGROUND CONDUIT WITH PULL WIRE, A MINIMUM OF 30"
BELOW GRADE AND POWER COMPANY APPROVED WARNING MATERIAL AT 24".
FULLY COORDINATE WITH POWER COMPANY FOR ADDITIONAL REQUIREMENTS.
PROVIDE CONCRETE ENCASEMENT UNDER ANY STRUCTURE.
EXTEND AND CONNECT TO POWER COMPANY GEAR.
FULLY COORDINATE WITH POWER COMPANY EXACT
LOCATION OF NEXT CONNECTION POINT.
PROVIDE CONCRETE REINFORCED PAD FOR
GENERATOR. COORDINATE EXACT LOCATION
WITH CHILLER AND TRASH COMPACTOR.
PROVIDE UNDERGROUND
FEEDERS AND CONDUIT FROM
POWER CO. TRANSFORMER AND
STUB-UP UTILIZING UNISTRUT
SUPPORT. SEE SHEET 3-ECY-E101
FOR CONTINUATION ABOVE
GROUND TO UNDERSIDE OF 2ND
FLOOR STRUCTURE AND OPEN TO
EXTERIOR.
M
30/NF/2 SW-HA1- 13,15
3#12 & 1#
12G-3/4"C
SWLA1- 21
VERIFY EXISTING PARKING
ELECTRICAL CABINET
LOCATION. RELOCATE AS
REQUIRED TO REMAIN CLEAR
OF ROAD AND POWER CO.
EQUIPMENT CLEARANCES.
8
3#10 & 1#10G-1"
UNDER GROUND
SCHED 80 CONDUIT.
PROVIDE FIRE RATED
PENETRATIONS FOR
(4) 2" CONDUIT WITH
PULL WIRE AT 11'AFF
TO COMM ROOMS.
SEE SHEET 3-IB-E102.
2"C
TO POD 2
COMM. RM.
800kW, 480V
GENERATOR
7
NEMA 4X
SW13
SW8
SW9
SW10
SWB
9
3-SW-EDH-1
PROVIDE LOCATION OF QUICK CONNECT
BASED ON GENERATOR REQUIREMENTS.
BATTER
CHARGER &
HEATER
SWELA1- 3
SWELA1- 5
2#10-1#10G-1"UGC
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.rvt9/22/2017 8:19:01 AM3-SW-E101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK - FIRST FLOOR- POD #1 - ENLARGEDPOWER PLAN08-11-2017S12014 1/8" = 1'-0"1 SKYWALK - FIRST FLOOR- POD #1 - ENLARGED POWER PLAN N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
POD 1
1
KEY NOTES:
PROVIDE GROUNDING BUS BAR AND BOND CABLE TRAY. FOR
LOCATION OF CABLE TRAY SEE IN SERIES DRAWINGS.
VFD IS PROVIDED BY MECHANICAL AND INSTALLED BY ELECTRICAL
CONTRACTOR PER MANUFACTURE INSTALLATION INSTRUCTIONS.
PROVIDE DUCT SMOKE DETECTOR WITH RETURN DUCT WIRE TO AHU
PER MANUFACTURER INSTALLATION INSTRUCTIONS. PROVIDE
CONNECTION BACK TO APPROPRIATE FIRE ALARM CONTROL PANEL
IN 3/4" CONDUIT.
PROVIDE DISCONNECT AND WP/GFI RECEPTACLE ON CONCRETE
POST WITH STAINLESS STEEL HARDWARE. PAINT TO MATCH
NEAREST BUILDING STRUCTURE. PROVIDE PERMANENT LABEL PER
SHEET E803 WITH WEATHER RESISTANT CONSTRUCTION. PROVIDE
CONNECTIONS TO TRASH COMPACTOR PER MANUFACTURE'S
INSTALLATION INSTRUCTIONS. DESIGN IS BASED ON 10HP, 480V
EQUIPMENT, CONTRACTOR TO VERIFY NAMEPLATE AND CONTACT
ENGINEER UPON DISCOVERY OF VARIATIONS IN EQUIPMENT.
CONDUIT FROM STRUCTURE IS SHOWN FOR PRESENTATION
PURPOSES ONLY. FINAL LOCATION AND SIZE SHALL BE FULLY
COORDINATED WITH CHILLER PIPING AND LIGHTING BEFORE
INSTALLATION.
PROVIDE POWER TO BUILDING AUTOMATION CONTROL PANEL (BAC)
FOR MECHANICAL EQUIPMENT. EXACT LOCATION TO BE
COORDINATED WITH MECHANICAL.
PROVIDE 800KW/1000KVA, 480V, 3PH, 60HZ, EMERGENCY
GENERATOR. BASIS OF DESIGN CAT #C27 DIESEL GENERATOR SET,
WITH (3) LSI ADJUSTABLE CIRCUIT BREAKERS (1) 600AMP, (1) 400AMP,
AND (1) 150AMP BREAKERS. PROVIDE HEAVY DUTY AIR CLEANER,
JACKET WATER HEATER, BATTERY CHARGER FAST STARTING
DEVICES, 480V ALTERNATOR W/TEMPERATURE RISE OF 150C, LEVEL
2 75DBA SOUND ENCLOSURE, AND 1550 GALLON SUB BASE FUEL
TANK WITH RUST RESISTANT GLASS FLAKE COATING , 24HR
OPERATION AT 100%. PROVIDE TRY-STAR CABINET WITH 1000 AMP
SHUNT TRIP BREAKER QUICK CONNECTIONS FOR LOAD BANK
TESTING.
OVERHEAD CONDUITS ARE SHOWN FOR COORDINATION PURPOSES
ONLY. CONTRACTOR SHALL COORDINATE ROUTING OF CONDUIT
WITH ARCHITECT, MECHANICAL, STRUCTURAL AND MEET ALL LOCAL
AND INTERNATIONAL CODES. SEE RISER DIAGRAM ON SHEET 3-E601
FOR ADDITIONAL SIZE AND CONNECTION INFORMATION.
SEE PLUMBING DRAWINGS FOR PIPE HEAT TRACE CONNECTION
REQUIREMENTS.
1. CONDUIT RUNS ARE SHOWN FOR GENERAL INTENT ONLY.
CONTRACTOR TO COORDINATE EXACT ROUTING WITH MECHANICAL,
PLUMBING, AND STRUCTURAL WHEN ROUTING FINAL CONDUIT RUNS.
2. 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.
3. PROVIDE AND SEAL ALL PENITRATIONS ACCORDING TO FIRE RATING
OF WALL OR FLOOR.
GENERAL NOTES:
2
3
N
NORTH
4
5
6
7
8 REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 59
5
5 5
5
5
5
5
5
5
5
5
5
324
CONFORMED SET
AM
J
J
S
J
AE10
AE9
AE12 SW15 SW16 AE15 AE16
AE18
AE19
P B B -1
SWHA2 SWLA2/13-SW-E101/13-SW-E101NEW GATE #4
NEW GATE #1
SW-PBB-1
100/NF/3/4
SW-GPU-1
200/NF/3/4
WPG
WP/GFI
SWMDP2- 7,9
GFI GFI
GFI
GFI
SWLA2- 9
SWLA2- 7
SWLA2- 7
GFI
GFI
SWLA2- 7
SWLA2- 7
BUSBAR
SWLA2- 12
SWLA2- 13
WP/GFI
SWLA2- 13
WP/GFI
SWLA2- 12
SW-PCA-1
100/NF/3/4
SWMDP2- 19,21,23
SWLA2- 1,3,5
SWLA2- 10
IT
S1-08RESTROOM
S1-07
ELEC. RM SKYWAY POD #2
A1-55
3-SW-VAV-2
3-SW-AHU-2
3-SW-AHU-5
3-SW-EF-1
3-SW-CU-2
SWHDP2 SWTLA2
SWEHA2 SWELA2
SWUPS2
3-SW-EDH-3
GFI
3-SW-AFS-2
3-SW-CDP-2
SWELA2- 1
SWELA2- 4
SWELA2- 3
SWELA2- 2
BUSBAR
WPG
7
6
1
M
SWHA2- 2,4,6
60/NF/3
HAND
DRYER
HEAT
TRACE
SWMDP2- 8,10,12
M
SWLA2- 8
30/NF/3/3R
100/NF/3 DUCT SMOKE
DETECTOR
SWLA2- 2,4,6
30/NF/3
3#10&1#10G-3/4"C.
TO LIFT STATION
CONTROL CABINET
PROVIDE AIRTIGHT
SEALS.
SWMDP2- 25,27,29
30/STARTER/3
SWHA2- 1,3,5
SWLA2- 11
M
SWLA2- 14
4#1 &1#6G-1 1/2"C.
4#6&1#10G-1"C.
4#4&1#
8G-1 1/4"C.
PROVIDE NEMA-4X CABINET
SWMDP2- 13,15,17
SWEHA2- 1,3,5
4#1/0&1#6G-2"C.
4#2&1#6G-2"C.
4#3&1#8G-1 1/4"C.
2 3
45
9
BASSWLA1- 20
8
8
RR
SENSORS
VFD
SWMDP2- 26,28,30
3#12 &1#12G-3/4"C.
100/NF/2
M
SWLA2- 24
30KVA UPS
60/FUSE/3
GFI +72"AFF
+18"AFF
TO POD 3
COMM. RM.
2"C.
PROVIDE FIRE RATED
PENETRATIONS FOR 2"
CONDUIT WITH PULL WIRE AT
11'AFF TO POD 1 COMM ROOM.
-
---
-
---
1
10
FINISHED GRADE ELEVATION AT CONCRETE APRON
60"60"
3
200
150
CL
TYPICAL
UPPER CONCOURSE
TERMINAL DOOR
UPPER CONCOURSE
FINISHED FLOOR ELEVATION
NEMA 4X
STAINLESS STEEL
277/480V 3Ø 4W NON-FUSIBLE
DISCONNECT SWITCH
JETWAY
COMMUNICATIONS
JUNCTION BOX
PROVIDE LIQUID TIGHT FLEXIBLE METALLIC
CONDUIT CONNECTION TO JETWAY POWER
DISTRIBUTION PANEL FIELD VERIFY AND
COORDINATE THE EXACT TERMINATION LOCATION.
PROVIDE LIQUID TIGHT FLEXIBLE METALLIC
CONDUIT CONNECTION TO JETWAY
COMMUNICATIONS
DISTRIBUTION CENTER FIELD COORDINATE EXACT
TERMINATION POINT. PROVIDE PULL WIRE.24"8"X8" DEEP NEMA 4X STAINLESS STEEL HINGED
COVER COMMUNICATION JUNCTION BOX. PROVIDE
IDENTIFICATION LABEL " JETWAY COMMUNICATIONS"
ON COVER.
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.rvt9/21/2017 11:18:03 AM3-SW-E102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK - FIRST FLOOR - ROOM "A" - ENLARGEDPOWER PLAN08-11-2017S12014 1/8" = 1'-0"1 SKYWALK - FIRST FLOOR - POD 2 ENLARGED POWER PLAN N
NORTH
12" = 1'-0"2 JETWAY SERVICE CONNECTION DETAIL(TYPICAL)
KEY NOTES
COODINATE WITH CIVIL ENGINEER PLAN FOR LIFT STATION SERVICE
REQUIREMENTS.
PROVIDE NEMA 4X 48"x48"x12" (2) DOOR SECURITY BOX AND MOUNT ON
BRACKET PROVIDED WITH PBB PEDESTAL.
COORDINATE WITH PBB EQUIPMENT MANUFACTURER INSTALLATION
INSTRUCTIONS PRIOR TO PROVIDING FINAL CONNECTIONS FROM
DISCONNECTS.
COORDINATE MOUNTING OF ELECTRICAL EQUIPMENT WITH MOUNTING
PLATE PROVIDED WITH PBB PEDESTAL.
SEE DETAIL 2 ON THIS SHEET FOR ADDITIONAL INFORMATION.
VFD IS PROVIDED BY MECHANICAL AND INSTALLED BY ELECTRICAL
CONTRACTOR.
PROVIDE DUCT SMOKE DETECTOR WITH RETURN DUCT. WIRE TO AHU
PER MANUFACTURER INSTALLATION INSTRUCTIONS.
CONDUIT FROM STRUCTURE IS SHOWN FOR PRESENTATION PURPOSES
ONLY. FINAL LOCATION AND SIZE SHALL BE FULLY COORDINATED WITH
CHILLER PIPING AND LIGHTING BEFORE INSTALLATION.
PROVIDE POWER TO BUILDING AUTOMATION CONTROL PANEL (BAC)
FOR MECHANICAL EQUIPMENT. EXACT LOCATION TO BE COORDINATED
WITH MECHANICAL.
REFER TO PLUMBING DRAWINGS FOR PIPE HEAT TRACE CONNECTION
REQUIREMENTS.
1
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
POD 2
N
NORTH
1. FULLY COORDINATE WITH T SERIES LOW VOLTAGE DRAWINGS PRIOR TO
ELECTRICAL INSTALLATION OF PASSENGER BOARDING BRIDGE.
2. 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.
3. PROVIDE AND SEAL ALL PENITRATIONS ACCORDING TO FIRE RATING OF
WALL OR FLOOR.
GENERAL NOTES:
2
3
4
5
6
7
8
10 REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 59
5
5
5
5
5
55
5
5
5
5
325
CONFORMED SET
J
AM
S
J
AE15 AE16
AE20
AE21
P B B -4 PBB-2P
B
B-3
SWMDP3
SWLA3
/1 3-SW-E102 /1 3-SW-E102
SW-GPU-3
200/NF/3
SW-PBB-3
100/NF/3
SW-PBB-2
100/NF/3
SW-GPU-2
200/NF/3
SWMDP3- 20,22,24
SW-PBB-4
100/NF/3
SW-GPU-4
100/NF/3
WP/GFI
GFI
GFI
GFI
GFI
SWMDP2- 14,16,18
BUSBAR
SWLA2- 13
SWELA3- 4
SWELA3- 3
GFI
WP/GFI
GFI
GFI
SWLA3- 13
SWLA3- 13
SWLA3- 13
SWLA3- 13
SWLA3- 13
SWMDP2- 20,22,24
SW-PCA-4
200/NF/3
SW-PCA-3
100/NF/3
SW-PCA-2
100/NF/3
SWLA3- 1,3,5IT
S1-11
POD 3
S1-10
SWEHA2- 7,9,11
WP/GFI
3-SW-VAV-3
3-SW-AHU-6
GFI
SWTLA3
SWEHA3
SWELA3
WP/GFI
4#1/0&1#6G-2"C.
4#3&1#8G-1 1/4"
4#2&1#6G-2C"
SWLA3- 9
SWLA2- 13
SWHA3
3-SW-CU-3
BUSBAR
SWLA3- 2,4,6
3#10&1#10G-3/4"C.
SWLA3- 9
SWLA3- 9
SWELA3- 1
SWELA3- 2
SWHA3- 2,4,6
30/NF/3/3R
60/NF/3
SW-UPS3
100/NF/3
30/NF/3
SWMDP3- 8,10,12
3-SW-AFS-3
3-SW-CDP-3
30/STARTER/3
SWHA3- 1,3,5
GFI
SWMDP3- 7,9,11
SWMDP3- 13,15,17
SWEHA3- 1,3,5
M
SWLA3- 11
SWMDP3- 26,28,30
SWEHA3- 7,9,11
4#1/0&1#6G-2"C.
4#3&1#8G-1 1/4"
4#2&1#6G-2C"
4#1/0&1#6G-2"C.
4#3&1#8G-1 1/4"
4#2&1#6G-2C"
3#8&1#10G-3/4"C.
3#8&1#10G-3/4"C.
M
HEAT
TRACE
SWLA3- 15
3
2
1
4
3
2
1
4
32
1
4
3#1/0 &1#6G-2"C.
3#3&1#8G-1 1/4"C.
M
VFD
SWMDP3- 14,16,18
SWMDP3- 19,21
30/NF/2
3#12&1#12G-3/4"C.
SWLA3- 18
2"C.
TO POD 2
COMM. RM.
WP/GFI
EXIST
AHU-A-6
3-SW-VAV-3
3-SW-AHU-3
3-SW-EDH-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
EJP/TNEJPEJP/TNDMORLANDO SANFORD INTERNATIONAL AIRPORT F.I.S. BAGGAGE BELT IMPROVEMENTS 1/8" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:18:04 AM3-SW-E103ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK - FIRST FLOOR- ROOM "B" - ENLARGEDPOWER PLAN08-11-2017S12014 1/8" = 1'-0"1 SKYWALK - FIRST FLOOR- POD 3 ENLARGED POWER PLAN N
NORTH REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 5ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
POD 3
N
NORTH
KEY NOTES
PROVIDE NEMA 4X 48"x48"x12" (2) DOOR BOX AND MOUNT ON BRACKET
PROVIDED WITH PBB PEDESTAL.
COORDINATE WITH PBB EQUIPMENT MANUFACTURER INSTALLATION
INSTRUCTIONS PRIOR TO PROVIDING FINAL CONNECTIONS FROM
DISCONNECTS.
COORDINATE MOUNTING OF ELECTRICAL EQUIPMENT WITH MOUNTING
PLATE PROVIDED WITH PBB PEDESTAL.
SEE DETAIL 2 ON SHEET 3-SW-E102 FOR ADDITIONAL INFORMATION.
1
2
3
4
1. FULLY COORDINATE WITH T SERIES LOW VOLTAGE DRAWINGS PRIOR TO
ELECTRICAL INSTALLATION OF PASSENGER BOARDING BRIDGE.
2. 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.
3. PROVIDE AND SEAL ALL PENITRATIONS ACCORDING TO FIRE RATING OF
WALL OR FLOOR.
GENERAL NOTES:
5
5
5
5
5
5
5
326
CONFORMED SET
327CONFORMED SET
328CONFORMED SET
329CONFORMED SET
SWL
SWM
SWN
SWP
SWQ
SWR
SW19 SW23 SW27
SKYWAY POD 3
S2-08
/1 3-SW-E106 /1 3-SW-E106
1'-6"
A.F.F.
1'-6"
A.F.F.
1'-6"
A.F.F.
SWLA3- 8
SWLA3- 10
SWLA3- 14
SWLA3- 14
SWLA3- 12
SWLA3- 12
SWLA3- 14
1
2
2
1
1
1
SWLA3- 12
SWLA3- 10
2
SWLA3- 10
SWLA3- 10
SWLA3- 17
CORRIDOR
S2-07
FIDS
+90AFF
FIDS
+90AFF
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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:18:16 AM3-SW-E107PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK - SECOND FLOOR - ENLARGED POWERPLAN08-11-2017S12014 1/8" = 1'-0"1 SKYWALK - SECOND FLOOR - POD 3 ENLARGED POWER PLAN N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
POD 3
N
NORTH
1. FLOOR OUTLETS TO BE FULLY COORDINATED WITH MILLWORK.
GENERAL NOTES:
1
KEY NOTES:
WALL OUTLET BOX AND 20 AMP DUPLEX RECEPTACLE FOR FID
MONITOR. COORDINATE EXACT LOCATION AND HEIGHT WITH
ARCHITECTURAL DRAWINGS.
FLUSH FLOOR BOX AND 20 AMP QUAD RECEPTACLE WITH DATA FOR
GATE COUNTER. COORDINATE EXACT LOCATION AND HEIGHT WITH
ARCHITECTURAL DRAWINGS.
2
REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
5
5
330
CONFORMED SET
S
OSOS
A20
AN
AM
AAL
AK3
AK
AE3
AE1
AE2
AE4
AE5
AE7
AE8
AE10
AE9
AE6 AE11 /13-SW-E201SWEHA1- 11
X1
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
POD 1
S1-01
SWLA1- 17
SE
SWLA1- 17
SE
SWLA1- 17
SE
SWLA1- 17
SE
SWLA1- 17
SE
SWLA1- 17
SE
3
$3a
(b)
(b)
SWEHA1- 7
C17
SWEHA1- 9
C17
SWEHA1- 7
C17
SWEHA1- 9
C17
SWEHA1- 7
C17
SWEHA1- 9
C17
4
3
3
5
5
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
C
SWEHA1- 11
X1
SWEHA1- 11
X1 SWEHA1- 11
X1
3
NEMA 3R
6
(TYP. OF 6)
PROVIDE 9'-6" AFF
PENDANT HUNG
TYPE "C" FIXTURES
(TYP. OF 16)
SWEHA1- 11
C
2
2
2
2
2
2
1
2
2
2
1
S
1
10'FT AFF
(TYP. OF 3)
1
ELECTRICAL
S1-03
POD 1
S1-01
IT
S1-04
HVAC
S1-02
CORRIDOR
S1-05
3b
(a)(b)
(a)
(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
E.PALMERE.PALMERT.NASHT.NASH 1/8" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:18:17 AM3-SW-E200PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK - FIRST FLOOR - ENLARGED LIGHTINGPLAN08-11-2017S12014N
NORTH
1/8" = 1'-0"1 SKYWALK - FIRST FLOOR - POD 1 ENLARGED LIGHTING PLAN
SHEET 3-SW-E203
SHEET 3IB-E2011
KEY NOTES:
EXIT LIGHTS SHALL BE WALL MOUNTED 12" ABOVE DOOR HEADERS.
INTERIOR HUNG PENDANT FIXTURES SHALL BE HUNG WITH CHAIN FROM
STRUCTURE.
EXTERIOR PENDANT FIXTURES SHALL BE HUNG FROM STRUCTURE WITH
LIGHTING MANUFACUTURE APPROVED RIDGID ROD. TYPICAL FOR "C17"
TYPE FIXTURES.
PROVIDE 3-WAY LIGHT SWITCH OVERRIDE CONTROL & PHOTOCELL /
TIMECLOCK AT POD1 FOR OPERATION OF LIGHTS ON CKT MDP1-7.
PROVIDE OCCUPANCY SENSOR CONTROLLED LIGHTING FOR CIRCUIT. TIIME
OF CONTROL SHALL BE 15 MINUTES. TYPICAL FOR C17 FIXTURES.
PROVIDE TYPE "SE" FIXTURES SHALL BE MOUNTED ON A CONCRETE BASE.
FIXTURE LOCATION IS BASED ON LOCATION OF LANDSCAPE DRAWINGS.
COORDINATE EXACT LOCATION OF LANDSCAPE TREES AND AIM TYPE "SE"
FIXTURE ACCORDINGLY.
2
3
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
POD 1
4
5
1. PROVIDE "C17" FIXTURES AT +/- 9'-0" TO BOTTOM OF FIXTURE FROM
FINISHED GRADE. ADJUST PENDANT ELEVATION OF ROOF DECK AT AREA
SERVED TO AVOID TRAFFIC TUGS. FIXTURE HAS OCCUPANCY SENSOR AS
PART OF FIXTURE.
2. REFER TO SHEET 3-E602 AND 3-E603 FOR LIGHTING CONTROL DIAGRAM
FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
N
NORTH
6
REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
5
5
5
5
5
331
CONFORMED SET
3AE10AE9AE12SW15SW16AE15AE16AE18AE19EXPOSED CEILINGSUSPENDED GYP. BOARD CEILINGSWEHA2- 13CSWEHA2- 15CSWEHA2- 13CSWEHA2- 15CSWEHA2- 13CSWEHA2- 13CSWEHA2- 15CSWEHA2- 13CSWEHA2- 15CSWEHA2- 13CSWEHA2- 15CSWEHA2- 15CSWEHA2- 15CSWEHA2- 13CSWEHA2- 15CSWEHA2- 15CSWEHA2- 13CPOD 2S1-06SWEHA2- 15X1SWEHA2- 13XE/13-SW-E202/13-SW-E202/13-SW-E200/13-SW-E200SWLA1- 17SESWLA1- 17SESWLA1- 17SESWLA1- 17SESWLA1- 17SESWLA1- 17SESWLA1- 17SESWLA1- 17SESWLA1- 17SESWLA1- 17SESWLA1- 17SESWLA1- 17SESWLA1- 17SESWLA1- 17SESWEHA2- 17C17SWEHA1- 7C17SWEHA1- 9C17SWEHA1- 7C17SWEHA1- 9C17SWEHA2- 17C17SWEHA2- 19C173ITS1-08RESTROOMS1-073aos(C)c(b)(b)334456NEMA 3R4(TYP. OF 14)NEMA 3RCORRIDORS1-05CORRIDORS1-09SWEHA2- 15C10'AFF (TYP. OF 2)VERIFY LOCATIONWITH LANSCAPING(TYP. OF 4)(C)3b(C)(a)(a)(a)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 FirmE.PALMERE.PALMERT.NASHT.NASH 1/8" = 1'-0"C:\Users\lmurrah\Documents\MEP_S12014_03_23_16_lmurrah.rvt10/2/2017 3:02:36 PM3-SW-E201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK - FIRST FLOOR - ENLARGED LIGHTINGPLAN08-11-2017S12014NNORTH 1/8" = 1'-0"1SKYWALK - FIRST FLOOR - POD 2 ENLARGED LIGHTING PLAN1KEY NOTES:EXIT LIGHTS SHALL BE WALL MOUNTED 12" ABOVE DOOR HEADERS.INTERIOR HUNG 9' AFF FIXTURES SHALL BE HUNG WITH CHAIN FROM STRUCTURE.EXTERIOR PENDANT FIXTURES SHALL BE HUNG FROM STRUCTURE WITH THREADED RODS. TYPICAL FOR TYPE C17 FIXTURES.PROVIDE 3-WAY LIGHT SWITCH OVERRIDE CONTROL & PHOTOCELL / TIMECLOCK AT POD1 FOR OPERATION OF LIGHTS ON CKT .PROVIDE OCCUPANCY SENSOR CONTROLLED LIGHTING FOR CIRCUIT MDP1-8. TIIME OF CONTROL SHALL BE 15 MINUTES.PROVIDE OCCUPANCY SENSOR CONTROLLED LIGHTING FOR CIRCUIT MDP3-20. TIIME OF CONTROL SHALL BE 15 MINUTES. TYPICAL FOR TYPE C17 FIXTURES.PROVIDE TYPE "SE" FIXTURES SHALL BE MOUNTED ON A CONCRETE BASE. FIXTURE LOCATION IS BASED ON LOCATION OF LANDSCAPE DRAWINGS. COORDINATE EXACT LOCATION OF LANDSCAPE TREES AND AIM TYPE "SE" FIXTURE ACCORDINGLY.2322222ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDPOD 2451. PROVIDE "C17" FIXTURES AT +/- 9'-0" TO BOTTOM OF FIXTURE FROM FINISHED GRADE. ADJUST PENDANT ELEVATION OF ROOF DECK AT AREA SERVED TO AVOID TRAFFIC TUGS. FIXTURE HAS OCCUPANCY SENSOR AS PART OF FIXTURE.2. REFER TO SHEET 3-E602 AND 3-E603 LIGHTING CONTROL DIAGRAM FOR ADDITIONAL INFORMATION.GENERAL NOTES:6NNORTH755555555REVISIONS# DATEDESCRIPTIONBY5 09/15/2017 ADDENDUM 5332CONFORMED SET
AE15AE16AE20AE21SWEHA3- 17SLB/13-SW-E201/13-SW-E201POD 3S1-10SWEHA3- 13CSWEHA3- 17SLBSWEHA2- 19C17SWEHA3- 17SLBSWEHA2- 17C17SWEHA2- 19C17SWEHA2- 17C17(C)(C)SWEHA3- 15CSWEHA3- 15CSWEHA3- 15CSWEHA3- 13CSWEHA3- 13CSWEHA3- 15CSWEHA3- 13CSWEHA3- 13CSWEHA3- 13CSWEHA3- 15CSWEHA3- 13XESWEHA3- 15XESWEHA3- 17SLB533+13'-6"AFF(TYP. OF 4)PROVIDE TIMECLOCK / PHOTOCELL(TYP. OF 4 "SLB" FIXTURES THIS SHEET)(1 "SLB" ON 3-SW-E205)(2 "SLB" ON 3-SW-E204)3SWEHA3- 13CCORRIDORS1-096(TYP)(C)(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: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\MEP_S12014_03_23_16_lmurrah.rvt10/2/2017 3:03:25 PM3-SW-E202PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK - FIRST FLOOR - ENLARGED LIGHTINGPLAN08-11-2017S12014NNORTH1KEY NOTES:EXIT LIGHTS SHALL BE WALL MOUNTED 12" ABOVE DOOR HEADERS.INTERIOR HUNG PENDANT FIXTURES SHALL BE HUNG WITH CHAIN FROM STRUCTURE.EXTERIOR PENDANT FIXTURES SHALL BE HUNG FROM STRUCTURE WITH THREADED RODS. TYPICAL FOR TYPE "C17" FIXTURES.PROVIDE 3-WAY LIGHT SWITCH OVERRIDE CONTROL & PHOTOCELL / TIMECLOCK AT POD1 FOR OPERATION OF LIGHTS ON CKT XXXC-C.PROVIDE OCCUPANCY SENSOR CONTROLLED LIGHTING FOR CIRCUIT MDP3-20. TIIME OF CONTROL SHALL BE 15 MINUTES. TYPICAL FOR TYPE "C17" FIXTURES.ADJUST LOCATION OF LIGHTS TO AVOID MECHANICAL EQUIPMENT AND DUCTWORK FOR POD 3.23ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDPOD 3451. PROVIDE "C17" FIXTURES AT +/- 9'-6" TO BOTTOM OF FIXTURE FROM FINISHED GRADE. ADJUST PENDANT ELEVATION OF ROOF DECK AT AREA SERVED TO AVOID TRAFFIC TUGS. COORDINATE WITH MECHANICAL PIPING LOCATIONS.2. REFER TO SHEET 3-E602 & 3-E603 LIGHTING CONTROL DIAGRAM FOR ADDITIONAL INFORMATION.GENERAL NOTES:NNORTH 1/8" = 1'-0"1SKYWALK - FIRST FLOOR - POD 3 ENLARGED LIGHTING PLAN10FT AFF9FT AFF(TYP. OF 7)8FT AFF(TYP. OF 3)6555555555555REVISIONS# DATEDESCRIPTIONBY5 09/15/2017 ADDENDUM 5333CONFORMED SET
OS
OS
OS
OS
A20
AN
AM
AAL K.9
AK3
AK
SW8
SW6
SW5
SW9
SW10
SW11
SW12 SW13
SW4SW2SW1
SW7
SWA
SW3
SWB
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 4D2ESWEHA1- 4D2ESWEHA1- 4D2ESWEHA1- 4
D2E
SWEHA1- 4
D2E
SWEHA1- 4
D2ESWEHA1- 4D2ESWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4D2SWEHA1- 4
D2
SWEHA1- 8
D2 SWEHA1- 8
D2
SWEHA1- 8D2SWEHA1- 8D2SWEHA1- 8D2SWEHA1- 8D2SWEHA1- 8D2SWEHA1- 8D2SWEHA1- 8D2SWEHA1- 8D2SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 2
H
SWEHA1- 2
H
SWEHA1- 2
H
SWEHA1- 2
H
SWEHA1- 2
H
SWEHA1- 2
H
SWEHA1- 2
H SWEHA1- 10HSWEHA1- 6
J4
SWEHA1- 6
J6 /13-SW-E204/13-SW-E204SWEHA1- 4
D2
SWEHA1- 8
D2E
SWEHA1- 4
X1
SWEHA1- 8
D
SWEHA1- 8
D
SWEHA1- 8
D
SWEHA1- 8
D
SWEHA1- 8
X1
1
(TYP. OF 5)
1
(TYP. OF 3)
2
(TYP. OF 4)
1
(TYP. OF 8 LIGHTS)
(TYP. OF 8 LIGHTS)
(TYP. OF 15)
SWEHA1- 2
H
SWEHA1- 8
X1
SWEHA1- 8
X1
1
(TYP. OF 15)
1
4
4
(TYP.)
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 12
HE
SWEHA1- 12
HE
SWEHA1- 12
HE SWEHA1- 12
HE
SWEHA1- 12
HE
SWEHA1- 12
HE
SWEHA1- 12
HE
SWEHA1- 12
HE
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
HSWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H
SWEHA1- 10
H SWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10H500 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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/21/2017 11:18:24 AM3-SW-E203PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK - SECOND FLOOR - ENLARGEDLIGHTING PLAN08-11-2017S12014 1/8" = 1'-0"1 SKYWALK - SECOND FLOOR - POD 1 ENLARGED LIGHTING PLAN N
NORTH
1. EXIT AND EMERGENCY LIGHTS WITH BATTERY BACKUP EMERGENCY
OPERATION SHALL BE WIRED AHEAD OF SWITCHING. CONTRACTOR TO
PROVIDE ANY UL924 RELAYS AND CONTRACTORS TO PRODUCE A FULLY
OPERABLE LIGHTING SYSTEM.
2. LOCATIONS OF LIGHTING ON PLAN MEET THE INTENT OF THE DESIGN. EXACT
LOCATION OF LIGHTS SHALL BE FIELD ADJUSTABLE WITHIN 1'-0".
3. SPECIFIED LIGHTS SHALL BE DIMMABLE, AND CONTROLS FOR DAYLIGHTING
COMPATIBLE. CONTRACTOR SHALL ADJUST LIGHTING LEVELS IN FIELD, AND
AND CONTROLS FULLY OPERABLE. OWNER SHALL APPROVE FINAL LIGHTING
LEVELS AND CONTROLS BEFORE SPACE IN CONSIDERED COMPLETE.
4. REFER TO SHEET 3-E602 AND 3-E603 FOR LIGHTING CONTROL DIAGRAM FOR
ADDITIONAL INFORMATION.
5. COORDINATE WITH ARCHITECT DOCUMENTS FOR ACCESS PANELS FOR
ACCESS TO H, J4 AND J6 FIXTURES.
GENERAL NOTES:
KEY NOTES:
PROVIDE DAYLIGHT SENSOR FOR LIGHTS WITHIN 15' AND 2' SIDE OF
WINDOWS ON LOWER LEVEL SOFFITS.
PROVIDE DAYLIGHT SENSOR FOR LIGHTING ON HIGH LEVEL CEILINGS AS
SHOWN.
FRESCO CONTROL PANEL SHALL BE LOCATED IN POD 2. SEE SHEETS 3-SW-
E602 AND 3-SW-E603 FOR LIGHTING CONTROL DIAGRAM.
PROVIDE BOTTOM OF FIXTURE AT 18'-6" AFF. PENDANT SHALL BE PROVIDED
TO ACHIEVE MOUNTING HEIGHT.
PROVIDE BOTTOM OF FIXTURE AT 20'-0" AFF. PENDANT LENGTH SHALL BE
PROVIDED TO ACHIEVE MOUNTING HEIGHT.
PROVIDE "H" FIXTURES 1" ABOVE CORNER OF SOFFIT TO BOTTOM OF
FIXTURES. COORDINATE WITH ARCHITECTURAL/STRUCTURAL DRAWINGS
BEFORE START OF WORK.
1
2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
POD 1
N
NORTH
3
4
5
6 REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
334
CONFORMED SET
OSOS
OS
OS
J
SWD
SWF
SW14 SW15 SW16
SWH
SW17
SWJ
SWK
SW18 SW21 SW22 SW24 SW26
SWC
SWE
SWG
SKYWAY POD 2
S2-03
WOMENS ROOM
S2-04
MENS ROOM
S2-05
JANITOR
S2-06
SW20 SW25
PLENUM
BULKHEAD
BULKHEAD
SWEHA2- 12
J4
SWEHA2- 8
D
SWEHA2- 8
DE
SWEHA2- 8
D4
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 4
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2 SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2 SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA1- 8
D2
SWEHA2- 8
D4
SWEHA2- 8
D4
SWEHA2- 8
DE
SWEHA2- 8
D4
SWEHA2- 8
D4
SWEHA2- 8
D4E
SWEHA2- 8
D4E
SWEHA2- 8
D4E
SWEHA2- 8
D4E
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA3- 10
D2
SWMDP3- 29
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 8
D
SWEHA2- 8
DE
SWEHA2- 8
DE
SWEHA2- 8
DE
SWEHA2- 8
D
SWEHA2- 8
D
SWEHA2- 8
D/13-SW-E203/13-SW-E203SWEHA2- 14
H
SWEHA2- 12
J6
SWEHA2- 8
D4
SWEHA2- 8
C
SWEHA2- 10
D
SWEHA2- 10
D
SWEHA2- 10
D
SWEHA2- 10
D
(TYP. OF 4)
?
X1
1
(TYP. OF 4)(TYP. OF 15)
1
(TYP. OF 9)
1
(TYP. OF 4)
(TYP. OF 8)
1
SWEHA2- 21
SLB
?
X1
SWEHA2- 8
X1
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
3
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 15
X1
SWEHA2- 8
DE
SWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 12HESWEHA1- 10HSWEHA1- 10HSWEHA1- 10HSWEHA1- 10H5
6
+19'-6" AFF
(TYP. OF 8)
7
(TYP.)
9'-0" ABOVE LANDING
SEE SHEET 3-SW-E202
FOR "SLB" CONTROL NOTE
7
(TYP.)
1
(TYP. OF 15)
1
4
OS
OS
2
2
4
SWEHA2- 10
H
SWEHA2- 10
H
SWEHA2- 10
H
SWEHA2- 10
H
SWEHA2- 10
M
SWEHA2- 10
H
SWEHA2- 10
H
SWEHA2- 10
H
SWEHA2- 10
H
M
SWEH
A2-8
SLB BELOW WINDOW
NL
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.rvt9/22/2017 1:30:34 PM3-SW-E204PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK - SECOND FLOOR - ENLARGEDLIGHTING PLAN08-11-2017S12014N
NORTH 1/8" = 1'-0"1 ENLARGE SKYWALK SECOND FLOOR - POD 2 LIGHTING
1. EXIT AND EMERGENCY LIGHTS WITH BATTERY BACKUP EMERGENCY
OPERATION SHALL BE WIRED AHEAD OF SWITCHING. CONTRACTOR TO
PROVIDE ANY UL924 RELAYS AND CONTRACTORS TO PRODUCE A FULLY
OPERABLE LIGHTING SYSTEM.
2. LOCATIONS OF LIGHTING ON PLAN MEET THE INTENT OF THE DESIGN. EXACT
HEIGHT AND LOCATION OF LIGHTS SHALL BE COORDINATED WITH
MECHANICAL AND ARCHITECTURAL DRAWINGS PRIOR TO FINAL PLACEMENT.
3. SPECIFIED LIGHTS SHALL BE DIMMABLE, AND CONTROLS FOR DAYLIGHTING
COMPATIBLE. CONTRACTOR SHALL ADJUST LIGHTING LEVELS IN FIELD, AND
AND CONTROLS FULLY OPERABLE. OWNER SHALL APPROVE FINAL LIGHTING
LEVELS AND CONTROLS BEFORE SPACE IN CONSIDERED COMPLETE.
4. REFER TO SHEET 3-E602 AND 3-E603 FOR LIGHTING CONTROL DIAGRAM FOR
ADDITIONAL INFORMATION.
5. COORDINATE WITH ARCHITECT DOCUMENTS FOR ACCESS PANELS FOR
ACCESS TO H, J4 AND J6 FIXTURES.
GENERAL NOTES:
KEY NOTES:
PROVIDE DAYLIGHT SENSOR FOR LIGHTS WITHIN 15' AND 2' SIDE OF
WINDOWS ON LOWER LEVEL SOFFITS.
PROVIDE DAYLIGHT SENSOR FOR LIGHTING ON HIGH LEVEL CEILINGS AS
SHOWN.
EXISTING LIGHT POLE TO REMAIN.
FRESCO CONTROL PANEL SHALL BE LOCATED IN POD 2. SEE SHEETS 3-
SW-E602 AND 3-SW-E603 FOR LIGHTING CONTROL DIAGRAM.
PROVIDE BOTTOM OF FIXTURE AT 22'-10" AFF. PENDANT SHALL BE
PROVIDED TO ACHIEVE MOUNTING HEIGHT.
PROVIDE BOTTOM OF FIXTURE AT 24'-0" AFF. PENDANT LENGTH SHALL BE
PROVIDED TO ACHIEVE MOUNTING HEIGHT.
PROVIDE "H" FIXTURES 1" ABOVE CORNER OF SOFFIT TO BOTTOM OF
FIXTURES. COORDINATE WITH ARCHITECTURAL/STRUCTURAL DRAWINGS
BEFORE START OF WORK.
1
2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
POD 2
3
N
NORTH
4
5
6
7
REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
5
5
5
5
5
5
335
CONFORMED SET
OS OS
OS
OS
SWL
SWM
SWN
SW21 SW24
SWP
SWQ
SWR
SW19 SW23 SW27
SW20 SW25
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA3- 10
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2
SWEHA2- 16
D2ESWEHA3- 10
D2E
SWEHA3- 10
D2E
SWEHA3- 10
D2
SWEHA3- 10
D2
SWEHA3- 10
D2
SWEHA3- 10
D2
SWEHA3- 10
D2E
SWEHA3- 10
D2
SWEHA3- 10
D2
SWEHA3- 10
D2
SWEHA3- 10
D2
SWEHA3- 10
D2
SWEHA3- 10
D2
SWEHA3- 10
D2
SWEHA3- 10
D2E
SWEHA3- 8
H
SWEHA3- 8
H
SWEHA3- 8
H
SWEHA3- 8
H
SWEHA3- 8
H
SWEHA3- 8
H
/1 3-SW-E204 /1 3-SW-E204
SWEHA3- 12
J4
SWEHA3- 12
J6
SKYWAY POD 3
S2-08
1
(TYP. OF 16)
1
(TYP. OF 16)
?
X1
?
D2
?
D2E
?
D2
?
D2E
SWEHA3- 10
D
SWEHA3- 10
D
?
D
SWEHA3- 10
DE
SWEHA3- 10
D
SWEHA3- 10
D
SWEHA3- 10
D
SWEHA3- 10
D
SWEHA3- 10
D
SWEHA3- 10
DE
SWEHA3- 10
D
SWEHA3- 10
D
?
X1
1
(TYP. OF 4)
1
(TYP. OF 3)
1
(TYP. OF 4)
SWEHA3- 17
SLB
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 18
HE
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA2- 14
H
SWEHA3- 8
H
SWEHA3- 8
H
SWEHA3- 8
HSWEHA3- 8
H
SWEHA3- 8
H
SWEHA3- 8
H
?
X1
SWEHA2- 16
D2E
SEE SHEET 3-SW-E202 NOTE FOR
CONTROL OF "SLB" FIXTURE.
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.rvt9/22/2017 1:30:35 PM3-SW-E205PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK - SECOND FLOOR - ENLARGEDLIGHTING PLAN08-11-2017S12014 1/8" = 1'-0"1 SKYWALK - SECOND FLOOR - ENLARGED LIGHTING PLAN N
NORTH
1. EXIT AND EMERGENCY LIGHTS WITH BATTERY BACKUP EMERGENCY
OPERATION SHALL BE WIRED AHEAD OF SWITCHING. CONTRACTOR TO
PROVIDE ANY UL924 RELAYS AND CONTRACTORS TO PRODUCE A FULLY
OPERABLE LIGHTING SYSTEM.
2. LOCATIONS OF LIGHTING ON PLAN MEET THE INTENT OF THE DESIGN. EXACT
LOCATION OF LIGHTS SHALL BE FIELD ADJUSTABLE WITHIN 1'-0".
3. SPECIFIED LIGHTS SHALL BE DIMMABLE, AND CONTROLS FOR DAYLIGHTING
COMPATIBLE. CONTRACTOR SHALL ADJUST LIGHTING LEVELS IN FIELD, AND
AND CONTROLS FULLY OPERABLE. OWNER SHALL APPROVE FINAL LIGHTING
LEVELS AND CONTROLS BEFORE SPACE IN CONSIDERED COMPLETE.
4. COORDINATE WITH ARCHITECT DOCUMENTS FOR ACCESS PANELS FOR
ACCESS TO H, J4 AND J6 FIXTURES.
GENERAL NOTES:
KEY NOTES:
PROVIDE DAYLIGHT SENSOR FOR LIGHTS WITHIN 15' AND 2' SIDE OF
WINDOWS ON LOWER LEVEL SOFFITS.
PROVIDE DAYLIGHT SENSOR FOR LIGHTING ON HIGH LEVEL CEILINGS AS
SHOWN.
EXISTING LIGHT POLE TO REMAIN.
1
2
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
3
N
NORTH REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
5
336
CONFORMED SET
337CONFORMED SET
338CONFORMED SET
339CONFORMED SET
340CONFORMED SET
DX
CU-1
DX
CU-2
EF
9
BARD
A-2
J
J
J
J
J
A20A19A18A16A17A14A15
AN
AM
AAL
K.9
AK3
AK
EXISTING MECHANICAL ROOM
A1-19
COVERED AREA
A1-42
EXISTING OFFICE
A1-47
EXISTING OFFICE
A1-47
COVERED AREA
A1-42
INBOUND BAGGAGE CLAIM
A1-06
WOMENS ROOM
A1-18 ELEVATOR ROOM
A1-13
(E)TSA-A
(E)GP2
(E)ETSA
(E)HVAC1
(E)TF-GP
VFD-P2
VFD-P1P-1
P-2
(E)HEQ
(E)T-ETSA
30KVA
(ABOVE)
(E)MDP
(E)CHILLER #1
(E)CHILLER #3(E)CHILLER #2
(E)C1
(E)C2
(E)C3 (E)C4
EXISTING
POWER CO.
TRANSFORMER
TO REMAIN
(E)400KW GENERATOR
(E)PNL-GP1
(E)HGP
(E)ATS-1
(E)HVAC
(E)ATS-2
EXISTING GREASE CONTAINER
BEING DEMOLISHED UNDER
OTHER DISCIPLINE.
DEMOLISH EXISTING
GUARD SHACK
ELECTRICAL.
DEMOLISH EXISTING
GATE POWER,
CONDUIT, FEEDER
AND CONTROLS
BACK TO SOURCE.
(E)MDP- 7
(E)MDP- 6
(E)MDP- 10
EXISTING CONDUIT, FEEDER, AND
CABINETS FOR GATE POWER, TELECOM.
AND SECURITY SHALL BE
DEMOLISHED BACK TO SOURCE.
4
4
2
6
7
1
1
1
1
3
3
8
2
5
EXISTING CONDENSERS
TO REMAIN.
EXISTING UNDERGROUND CONDUIT
TO REMAIN.
EXISTING OVERHEAD CONDUIT AND FEEDER
TO REMAIN.
EXISTING OVERHEAD CONDUIT
TO REMAIN. REMOVE SERVICE
CONDUCTOR, AND PROVIDE PULL-
WIRE TO ATS-2. WORK TO BE FULLY
COORDINATED WITH CONSTRUCTION
PHASE FOR MINIMUM OUTAGE OF
EMERGENCY SERVICE.
3
9
SW8
SW9
SWB
DEMOLISH CONDENSORS
ELECTRICAL BACK TO SOURCE
DEMOLISH GEN. BATTERY AND HEATER
ELECTRICAL BACK TO SOURCE PANEL.
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 3/32" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 8:18:49 AM3-ECY-E100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEAST CHILLER YARD & PUMP ROOM - FIRSTFLOOR - ELECTRICAL DEMOLITION PLAN08-11-2017S12014N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
CHILLER
YARD
N
NORTH
1
2
3
4
1. REFER TO SHEET 1-E100 FOR AREA PLAN.
2. ALL WORK SHOWN ON THIS SHEET SHALL BE SCHEDULED TO PROVIDE
MINIMAL OUTAGE. COORDINATE WITH OWNER AND MECHANICAL DOCUMENTS
ANY OUTAGES.
GENERAL NOTES:
TRACE AND DEMOLISH ALL ELECTRICAL BUILDING AUTOMATION SYSTEM BACK TO SOURCE FOR
EXISTING CHILLERS.
EXISTING CHILLER #3 TO REMAIN. DISCONNECT EXISTING CONDUIT, AND FEEDER TO PANEL (E)MDP
CIRCUIT #10 AND PROVIDE PERMANENT LABEL AS "SPARE". TRIM CONDUIT BACK TO ELECTRICAL WALL
AND PREP FOR REUSE. REUSE EXISTING WIRING IN CONSTRUCTION PHASE. REFER TO SHEET 3-ECY-
E101. THIS WORK SHALL BE DONE IN ORDER OF OPERATIONS DETERMINED BY MECHANICAL
DOCUMENTS TO MINIMIZE OUTAGE OF CHILLER #3.
REFER TO MECHANICAL DOCUMENTS FOR EXACT LOCATION OF NEW CHILLERS. TRENCH AND
TEMPORARY COVER FOR ROUTING OF NEW CHILLERS UNDERGROUND POWER CONDUIT.
DEMOLISH EXISTING CHILLER PUMPS ELECTRICAL CONDUIT AND FEEDER BACK TO SOURCE.
SEQUENCE OF DEMOLITION SHALL BE COORDINATED WITH MECHANICAL DOCUMENTS.
PARKING LOT LIGHTPOLES AND SITE LIGHTING CONTROL AND POWER IS TO REMAIN. TRACE AND LABEL
ELECTRICAL EQUIPMENT PERTAINING TO LIGHTING. DEMOLISH GATE CONTROLS AND POWER CIRCUITS
AND LABEL AS SPARE.
DEMOLISH GENERATOR AND HOUSE KEEPING PAD, CONDUITS UP TO STRUCTURE AND FEEDER BACK
TO SOURCE ATS'S. WORK SHALL BE DONE AFTER REPLACEMENT GENERATOR NEAR NORTH EAST
CORNER OF BUILDING IS INSTALLED. OUTAGE OF EMERGENCY POWER SHALL BE KEPT TO A MINIMUM.
FULLY SCHEDULE OUTAGE AND SEQUENCE OF OPERATIONS WITH OWNER PRIOR TO START OF WORK.
DEMOLISH EXISTING UNDERGROUND SERVICE CONDUCTOR FROM EXISTING GENERATOR TO EXISTING
ATS-1. EXISTING CONDUIT IN GROUND TO REMAIN AND PROVIDE PULL WIRE TO BE USED DURING
CONSTRUCTION. SEE SHEET 3-ECY-E101 FOR NEW PULL BOX, CONDUIT AND WIRING. COORDINATE
DEMO & CONSTRUCTION TO PROVIDE MINIMAL OUTAGE TO EMERGENCY SYSTEM.
APPROXIMATE LOCATION OF NEW 800KW GENERATOR (SEE 3-SW-E101). PROVIDE TRENCH AND
TEMPORARY COVER FOR NEW UNDERGROUND CONDUIT SERVING NEW GENERATOR.
EXISTING ATS-2 NAMEPLATE INDICATES INADEQUATE VOLTAGE OF 240V 3 PHASE. REPLACE 800AMP
ONAW ATS WITH 480V, 3 PHASE SIMILAR GENERATOR ATS. NEW ATS IS TO BE PROVIDED WITH LOW
VOLTAGE CONTACT FOR LOAD DUMP OF GENERATOR LOAD BANK.
HEX NOTES:
3/32" = 1'-0"1 EAST CHILLER YARD & MECHANICAL ROOM - FIRST FLOOR - ELECTRICAL DEMOLITION PLAN
5
6
7
8
REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 59
5
5
5
555
5
5
5
341
CONFORMED SET
DX
CU-1
DX
CU-2
EF
9
BARD
A-1
BARD
A-2
JA20A19A18A16A17A14A15
AN
AM
AAL K.9
AK3
AK
SW6
SW2SW1
SW7
SWA
SWB
1
1
2
3
4
EXISTING
CH-3
CH-A
CH-B
INBOUND BAGGAGE CLAIM
A1-06
WOMENS ROOM
A1-18
EXISTING MECHANICAL ROOM
A1-19
CORRIDOR
A1-16
MECHANICAL ROOM
A1-51
COVERED AREA
A1-42
ECYMSB1
(N)
ECYMSB1- 1ECYMSB1- 2ECYMSB1- 3
PP-1
PP-2PP-3
VFDVFDVFD
ECYMSB1- 6
ECYMSB1- 5
ECYMSB1- 4
3#3CU&1#8G-1 1/4"C.3#3CU&1#8G-1 1/4"C.
3#3CU&1#8G-1 1/4"C.
800/NF/3 800/NF/3
2 SETS OF
3#600kcmil&1#1/0G-4"C.
2 SETS OF
3#600kcmil&1#1/0G-4"C.
NEMA 4X
NEMA 4X
4#1/0CU&1#6G-
REUSE
EXISTING CONDUIT
WHERE POSSIBLE.
2 SETS OF
4#350KCMIL&1#1G-
REUSE
EXISTING CONDUIT
WHERE POSSIBLE.
ESTIMATED UNDERGROUND
CONDUIT STUB UP FROM 800KW
GENERATOR TO UNDER 2ND LEVEL
DECK. EXTEND AND CONNECT TO
EXISTING CONDUIT. SEE RISER
DIAGRAM FOR ADDITIONAL
INFORMATION.
PROVIDE GALVANIZED RMC CONDUIT
SUPPORTED FROM STRUCTURE.
COORDINATE ROUTING WITH
EXISTING CONDITIONS.SEE SHEET 3-SW-E101 FOR
CONTINUATION OF CONDUIT
UNDERGROUND AND FEEDER TO
NEW POWER CO. TRANSFORMER.
1
T
EXISTING POWER CO.
TRANSFORMER
EXISTING CONDENSERS
TO REMAIN.
(E)MDP
(E)ATS-1
(E)ATS-2
6 SETS OF
4#400KCMIL&1#4/0G-
IN 4" CONDUITS.
NEW PULL BOXES ARE TO
BE PERMANENTLY LABLED
AND COLOR PER
SPECIFICATIONS.
NEW PULL BOXES ARE TO
BE PERMANENTLY LABLED
AND COLOR PER
SPECIFICATIONS.
3-ECY-EUH-1
(E)TSA-A
(E)ETSA-14
30/NF/2
(E)ETSA
(E)ETSA-16,18
EXISTING 800AMP
DISCONNECT TO
REMAIN.
2 SETS OF
3#600kcmil&1#1/0G-4"C.
9 10
9
5
4
6 7
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
E.PALMERE.PALMERT.NASHT.NASH 1/8" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 8:18:53 AM3-ECY-E101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEAST CHILLER YARD & PUMP ROOM- ELECTRICALPOWER PLAN08-11-2017S12014N
NORTH
1/8" = 1'-0"1 EAST CHILLER YARD & PUMP ROOM - POWER PLAN ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
CHILLER
YARD
N
NORTH
1
2
HEX NOTES:
PROVIDE POWER TO NEW CHILLER PER MANUFACTURES
REQUIREMENTS.
PROVIDE POWER TO EXISTING CHILLER FROM NEW SWITCHBOARD
"ECY-MSBI" CIRCUIT #2.
PROVIDE POWER TO NEW CHILLER PUMPS. FULLY COORDINATE WITH
MECHANICAL DOCUMENTS FOR CONSTUCTION SEQUENCE OF
OPPERATIONS.
PROVIDE NEW CONDUIT AND PULLBOX FOR CONNECTIONS OF NEW
SERVICE FEEDER FROM NEW GENERATOR TO EXISTING ATS-1.
PULLBOX TO BE MOUNTED ON UNISTRUT IN LINE WITH COLUMN AND
HAVING 8" CLEARANCE BELOW BOX ABOVE SLAB. REFER TO SHEET 3-
ECY-E100 FOR DEMO PLAN IN THIS AREA.
INTERCEPT & EXTEND CONDUIT & WIRING TO NEW SWITCHBOARD
ECY-MSB1 CIRCUIT #2. MATCH SIZE AND TYPE OF EXISTING CONDUIT
AND TURNOVER ANY UNUSED WIRING TO OWNER. REFER TO DEMO
SHEET 3-ECY-100 FOR COORDINATION.
RELOCATE SHUNT TRIP FOR (E)MDP TO NEW LOCATION AS SHOWN.
PROVIDE (2) NEW SHUNT TRIPS FOR GENERATOR ATS-1 & ATS-2 AS
SHWON ON SHEET 3-E601.
PROVIDE NEW SHUNT TRIP FOR NEW SWITCHBOARD "ECY-MSB1".
SEE RISER DIAGRAM ON SHEET 3-E601.
PROVIDE NEW 2#12CU IN 1" CONDUIT TO GENERATOR FOR LOAD
DUMP OPERATION OF LOAD BANK. IF CONTACT DOES NOT EXIST IN
ATS PROVIDE NEW CONTACT.
PROVIDE NEW REPLACEMENT ATS AS REQUESTED ON SHEET 3-ECY-
E101.
1. REFER TO SHEET 1-E100 FOR AREA PLAN.
2. PROVIDE UL 489 LISTED EQUIPMENT BRANCH BREAKER IN PANELBOARDS
FOR AIR CONDITIONING, HEATING, AND REFRIGERATION EQUIPMENT.
3. WORK ON THIS SHEET SHALL BE DONE IN UNISON WITH THE DEMOLITION
TO REDUCE THE AMOUNT OF OUTAGE TO THE CLIENT..
4. PANELS, DISCONNECTS, VFD'S, AND CONDUIT BOXES SHALL BE LABELED PER
DETAIL SHEET 3-E803.
GENERAL NOTES:
3
REVISIONS#DATEDESCRIPTIONBY5 09/15/2017ADDENDUM 54
5
6
7
8
9
10
5
5
55
5
5
5
342
CONFORMED SET
(EXISTING) SWITCHBOARD MDP
277/480V 3Ø 4W 3000AMP M.C.B.
WITH SHUNT TRIP, GROUND FAULT AND
PHASE FAILURE PROTECTION SQUARE D
I-LINE QED II (3 SECTION)
(E)LIGHTING
CONTACTOR
REPLACE(E)ATS-2
WITH SIMILAR
(E) HGP
480V
208V
(E)TF-GP
30KVA
60
NF
(E) GP1
3
120/208V 3Ø 4W
10KVA UPS.
S/S
(E)LPC
(E)PPC
(E)
TF-PC
30KVA
480V
208V
S/S
(E) UPS
S/S
GROUND BUS
NEUTRAL BUS
BOND
480/277V, 3Ø, 4W
800A AUTOMATIC
TRANSFER SWITCH
EXISTING ATS-1
277/480V, 3Ø, 4W
150A AUTOMATIC
TRANSFER SWITCH
IB-PP1B
480V
208V
TF-1B
45KVA
IB-EPP2B
480V
208V
TF-E2B
45KVA
(N)
(N)
(N)
(N)
(N)
(N)
3#4CU & 1#8G-1 1/4"C.
4#2/0CU & 1#6G-2"C.
S/S
(E)
4#2/0CU & 1#6G-2"C.
3#4CU & 1#4G-1 1/4"C.
2ND FLOOR MECH/ELEC
ROOM #A2-15
1ST FLOOR
JANITOR ROOM
#A1-10
#6G
#6G
LOCATED IN MECHANICAL ROOM A1-19
(E)HVAC (E) LP1
(E) PP1
(E) PP1A
(E)TF-1
45KVA
480V
208V
S/S
(E) LP2
(E) PP2
(E) PP2A
(E)TF-2
45KVA
480V
208V
S/S
(E) LPA
(E)LC-2
3000A
3 ST 120V SHUNT TRIP
EXISTING
FPL PAD
MOUNTED
TRANSFORMER
POWER
METER
S/S
PFP
GFP
PHASE FAILURE
PROTECTIONGROUND FAULT
PROTECTION
POWER LOGIC
POWER MONITORING
SURGE SUPPRESSION
RELOCATE W.P. SHUNT TRIP OPERATOR TO OUTSIDE NEW MECHANICAL ROOM #A1-51
IB-HVAC3 480V
(N)
4#4/0CU & 1#4G-2 1/2"C.
1ST FLOOR OFFICE
MECHANICAL ROOM #A1-33
200A
100/NF/3
70A
SURGE SUPPRESSION
(E)HEQ
(N)MCP-IB6/CD6
(N)MCP-IB6/CD7
(N)MCP-IB6/CD8
(E)TF-ETSA
30KVA
208V
S/S
480V
(E) ETSA
TF-PP3
30KVA
IB-PP3
480V
208V
S/S
(N)
(N)
(N)
(N)
(N)
(E)
(N)
(E)
3#8CU & 1#10G-1"C.
4#3CU & 1#8G-1 1/4"C.
1ST FLOOR IT
OFFICE #A1-21
#8G
SURGE SUPPRESSION
DISC
100/NF/3
(N)
CANOPY #A1-41
CANOPY #A1-41
CANOPY #A1-41
BAGGAGE BELT
CONTROLLER
BAGGAGE BELT
CONTROLLER
BAGGAGE BELT
CONTROLLER
4#8CU & 1#10G-1"C.
4#8CU & 1#10G-1"C.
600A 150A
G
DEMOLISH
EXISTING 400KW
GENERATOR
STST
(E)
600A 150A
G
NEW 800KW
GENERATOR
STST ST 400A
SEE SHEET 3-SW-E101 AND
3-E601 FOR ADDITIONAL
GENERATOR INFORMATION 70A
100/NF/3
SEE SHEET 3-ECY-
E100 AND 3-ECY-
E101 FOR FEEDER
AND CONDUIT
INFORMATION
SEE SHEET 3-ECY-
E100 AND 3-ECY-
E101 FOR FEEDER
AND CONDUIT
INFORMATION
TO SKYWALK
POD A SW-ATS1
REMOVE SHUNT TRIPS
BACK TO SOURCE
NEW GENERATOR, ASSOCIATED FEEDER AND
CONDUCTOR SHALL BE IN PLACE BEFORE DEMOLITION OF
EXISTING GENERATOR. EMERGENCY OUTAGE SHALL BE
MINIMIZED AS MUCH AS POSSIBLE. OUTAGE SHALL BE
PLANED AND COORDINATED WITH OWNER BEFORE WORK
IS STARTED.
DEMO DEMO
NEW
CONDUCTOR
AND CONDUIT
NEW
CONDUCTOR
AND CONDUIT PROVIDE NEW LOAD DUMP 24
VOLT CONDUCTOR IN CONDUIT
BACK TO NEW GENERATOR
SEE SHEET 3-E601 FOR
ADDITIONAL INFORMATION.
PROVIDE NEW LOAD DUMP 24
VOLT CONDUCTOR IN CONDUIT
BACK TO NEW GENERATOR
SEE SHEET 3-E601 FOR
ADDITIONAL INFORMATION.
TO SKYWALK
SHUNT TRIP
STATION
TO INBOUND SHUNT
TRIP STATION.
TO INBOUND SHUNT
TRIP STATION.
2#12CU-3/4"C.
2#12CU-3/4"C.
2#12CU-3/4"C.
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
6" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 1:56:12 PM3-E600PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - SINGLE LINE DIAGRAM08-11-2017S12014N.T.S.
1 INBOUND TERMINAL - SINGLE LINE DIAGRAM REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
343
CONFORMED SET
NOTE: NOT ALL SYMBOLS ARE USEDSYMBOL LEGEND(*)(L)(B)(G)(+)INDICATES BLOCKINGDEVICEINDICATES GFCI BREAKERINDICATES 30mA TRIP GFCI BREAKERINDICATES LOCKING DEVICEINDICATES EXISTING TO EXTENDINDICATES NEW(N)BREAKERFUSESWITCHCURRENT TRANSFORMER(CT)INDICATES EXISTING(E)MMOTORPROVIDE 800KW BASIS OF DESIGN CATPAD MOUNTED GENERATOR480Y / 277V, 3Ø, 4W WITHWEATHER/ SOUND ENCLOSURE.SWHA1SWLA1METERSWMDP1400AMPSW-ATSISWEHA1SWELA1SWUPS1SWEHA2SWELA2SWEHA3SWELA3SWHA2SWLA2SWHA3SWLA3SWMDP2SWMDP3TO SWMDP2 (POD 2)TO SWMDP3 (POD 3)TO SWEHA2 (POD 2)TO SWEHA3(POD 3)FROM SWEDP1 IN POD 1FROM SWMDP1 IN POD 1EXTERIORPOD 1EXTERIORPOD 2EXTERIORPOD 3SWUPS3SWUPS2POD 2POD 3GENERAL NOTE:1. PROVIDE HOUSEKEEPING CONCRETE PADS FOR TRANSFORMERS, SWITCHBOARDS, AND ATS EQUIPMENT.2. PROVIDE AND SUPPORT GALVANIZED RMC. FROM STRUCTURE BETWEEN PODS. FULLY COORDINATE ROUTING WITH MECHANICAL CHILLER AND CONDENSATE PIPING. SEAL PENETRATIONS AT ENTRANCE AND EXITING FROM ALL PODS.(2) NEWSHUNT TRIPS3/0"G.GCSERVICE MAIN 400AMP NEMA 4X ENCLOSED LSI BREAKER(N)(N)PROVIDE PAD(N)(N)LOCAL UTILITY PADMOUNTED TRANSFORMER480/277V, 3Ø, 4 WIRECSWTLA145 kVA XFMR480V-120/208V(N)(N)(N)PROVIDE PADPROVIDE PADPROVIDE PADPROVIDE PAD#4G.(N)(N)(N) (N)SWEDP1DESIGN SELECTION:SCHNEIDER-ELECTRICAPC#G3500 WITH 480V INPUT, 30KVA208V/3PH OUTPUT. WITH 10MIN. BACKUP.POD 1(N)(N)DESIGN SELECTION:SCHNEIDER-ELECTRICAPC#G3500 WITH 480V INPUT, 30KVA 208V/3PH OUTPUT. WITH 10MIN. BACKUP.(N)(N)(N)#8G.SWT-LA245 kVA XFMR480V-120/208VSWTLA345 kVA XFMR480V-120/208VDESIGN SELECTION:SCHNEIDER-ELECTRICAPC#G3500 WITH 480V INPUT, 30KVA 208V/3PH OUTPUT. WITH 10MIN. BACKUP.PROVIDE PAD(N)(N) (N)(N)PROVIDE PAD#4G.#8G.2 SETS OF4#4/0CU IN 2 1/2"C. 4#4/0 & 1#4G IN 2 1/2"C. 6 SETS OF4# 400kcmil IN 3 1/2"C. C C3#4CU & 1#8G IN 1 1/4"C. 2 SETS OF4#4/0CU IN 2 1/2"C. #4/0G.#4/0G.3#2/0CU & 1#6G IN 2"C. SURGEGFCI3#8CU 1#10G IN 1"C. 4#3CU 1#8G IN 1 1/4"C. 4#3CU 1#8G IN 1 1/4"C. 3 SETS OF4#350kcmil & 1#1/0G IN3 1/2"GALVANIZED RMC. 2 SETS OF4#4/0CU IN 2 1/2"C. 3 SETS OF4#300kcmil & 1#1/0G IN 3 1/2"GALVANIZED RMC. 4#250kcmil & 1#4G IN3" GALVANIZED RMC. 4#4/0CU & 1#6G IN2 1/2" GALVANIZED RMC. TO EXISTING ATS AND REPLACED ATS IN MECHANICAL RM ROOM #A1-19. SEE SHEET 3-E600 FOR CONTINUATION.SERVICE MAIN 600AMP NEMA 4X ENCLOSED LSI BREAKERSERVICE MAIN 150AMP NEMA 4X ENCLOSED LSI BREAKERFROM SWEDP1 IN POD 1FROM SWMDP1 IN POD 14#3CU & 1#8G IN 1 1/4"C. 3#8CU & 1#10G IN 1"C. 4#2/0CU & 1#6G IN 2"C. 3#4CU & 1#8G IN 1 1/4"C. 3#3CU & 1#8G IN 1 1/4"C. 3#4CU & 1#8G IN 1 1/4"C. 3#3CU & 1#8G IN 1 1/2"C. 3#8CU & 1#10G IN 1"C. 4#2/0CU & 1#6G IN 2"C. 4#3CU & 1#8G IN 1 1/4"C. #6G.#4G.SURGESURGESURGESURGESURGESURGEECYMSB1C(N)MECHANICAL #A1-51SEE SHEET 3-ECY-E101#4/0G.SURGEGFCI6 SETS OF4# 400kcmil IN 3 1/2"C. TO GENERATOR(2) NEWSHUNT TRIPSTO GENERATORPROVIDEPOWERLOGIC1PROVIDE QUICK CONNECT FOR LOAD BANK TESTING AND LOAD DUMP SENSOR FEED BACK TO GENERATOR & SW-ATS1, & ATS-1, ATS-2 IN MECHANICAL ROOM #A1-19. BASIS OF DESIGN IS TRYSTAR #GRS0105W-LF-GIJPQ PROVIDE RELAY AS NEEDED.(N)1000ACAM-LKCST22# 12CU & IN 3/4" FIOR EACH UNDERGROUND CONDUIT. 2# 12CUATSSHUNTSHUNTATSATSATSBASIS OF DESIGNASCOPROVIDEPOWERLOGICPORTABLE LOAD BANK AND CABLE BY OWNER.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 FirmE.PALMERE.PALMERT.NASHT.NASH 12" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 8:18:35 AM3-E601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK SINGLE LINE DIAGRAM08-11-2017S12014N.T.S.1SKYWALK SINGLE LINE DIAGRAMREVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 5GENERATOR 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.KEY NOTES:12555555344CONFORMED SET
BBBBLACKWHITEORANGEBBABCEFEEPS150AAAAAAAAAnHOTNEUTRALLOCATIONID#AAAAAAAAAAAAAAAAAABBAAAAAAAID#BBBBID#BBID#BBID#BBID#BBID#BBID#BBID#ID#BBBBID#BBID#BBID#BBID#BBID#BBID#BBID#BBID#BBID#BBBBBBBBFVCCG VCCVCCVCCVCCVCCG VCCG VCCG VCCVCCVCCFEEEG VCCG VCCG VCCG VCCG VCCG VCCG VCCG VCCG VCCREDBLACK ECLYPSE(100-240VAC) NLIGHTNEUTRALLINE FEEDPROVIDE 120V EMERGENCYGENERATOR BACKEDCIRCUIT BREAKERHUBBRIDGEBRIDGE KITNBRG8TO NBRG 8 OR NGWYID# XXXXXXXX PORT #TO NBRG 8 OR NGWYID# XXXXXXXX PORT #PS-150POWER SUPPLYFOR NBRIDGEPHASE III BRIDGESAS NEEDED PER NLIGHTZONESEMERGENCY LIGHTING TO DIM &SWITCH WITH NORMAL LIGHTINGVIA UL924 PACKUL924 PACK REQUIRESEMERGENCY FEED ANDNORMAL SENSE LEGINBOUND TERMINAL 1ST FLOOR BAGGAGETYPE A'STYPE AE'SNPANEL 8NPANEL 8NIO PC KITOUTDOOR PHOTOCELLSKYWALK SITE EXTERIORTIME CLOCK AND PHOTOCELL CONTROLFOR CONTROL OF SIGNAGE, BOLLARDS, LANDSCAPE FLOODS AND WALL PACKS,TYPICAL NETWORK SYSTEM RISER ORLANDO SANFORD INTERNATIONAL AIRPORT PHASE IIICOVE TYPE TLZONE 1COVE TYPE TLZONE 2COVE TYPE TLZONE 3EMERGENCY LIGHTINGTO DIM & SWITCHWITH NORMAL LIGHTINGVIA UL924 PACKUL924 PACK REQUIRESEMERGENCY FEED ANDNORMAL SENSE LEGRESTROOMS INBOUND TERMINAL 1ST FLOORNPODM DXON/OFF RAISE/LOWERDIMMER OVERRIDE SWITCHNPODM DXON/OFF RAISE/LOWERDIMMER OVERRIDE SWITCHEMERGENCY LIGHTINGTO DIM & SWITCHWITH NORMAL LIGHTINGVIA UL924 PACKUL924 pack requires emergencyfeed and normal sense legRESTROOMS INBOUND TERMINAL 1ST FLOOR OFFICE AREA (TYPICAL OFFICES)RESTROOMS INBOUND TERMINAL 1ST FLOOR OFFICE AREA (TYPICAL CORRIDORS)NPODM DXON/OFF RAISE/LOWERDIMMER OVERRIDE SWITCHUL924 PACK REQUIRESEMERGENCY FEED ANDNORMAL SENSE LEGFCS 7TSN DBLPS-10POWER SUPPLYFOR FCSFOR DIMMING ANDSWITCHING OF LIGHTING,PRESET SCENES, AND RGBCOLOR CHANGING VIA DMXFRESCO SHOWTOUCHSCREENCONTROLLER LOCATEDINBOUND TERMINAL1ST FLOOR OFFICE AREAFRESCO DXT PANELDMX TO RGB PENDANTS LOBBY A2-09DMX TO RGB DOWNLIGHTS UNDER CANOPY INBOUND TERMINAL 1ST FLOORCANOPYCONNECTION TO LAN VIA BACNETUL924 PACK REQUIRESEMERGENCY FEED ANDNORMAL SENSE LEGTYPE BINBOUND 2ND FLOORTYPE BEINBOUND 2ND FLOORAS LOCATED ON RCPTYPE BENTRANCE TO SKYWALKTYPE BEENTRANCE TO SKYWALKTYPE H3ENTRANCE TO SKYWALKUL924 PACK REQUIRESEMERGENCY FEED ANDNORMAL SENSE LEGTYPE BEDAYLIGHT ZONEUL924 PACK REQUIRESEMERGENCY FEED ANDNORMAL SENSE LEGUL924 PACK REQUIRESEMERGENCY FEED ANDNORMAL SENSE LEGTYPE B DAYLIGHT ZONETYPE BNON DAYLIGHT ZONETYPE BENON DAYLIGHT ZONEPOWER PACKS FOR FIXTURES LOCATED UNDER SKYWALK TIMECLOCK AND PHOTOCELL CONTROLNIO PC KITOUTDOOR PHOTOCELLNIO PC KITOUTDOOR PHOTOCELLNLIGHT NETWORK WITH ECLYPSE CONTROLACUITY CONTROLSOCCUPANCY SENSORNCM PDT 10OCCUPANCY SENSORNCM PDT 10OCCUPANCY SENSORNCM PDT 10OCCUPANCY SENSORNCM PDT 10OCCUPANCY SENSORNCM PDT 10OCCUPANCY SENSORNCM PDT 10TOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 D ERTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 DTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 DTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 DTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 D ERTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 DEMERGENCY LIGHTINGTO DIM & SWITCHWITH NORMAL LIGHTINGVIA UL924 PACKTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 DTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 DTOFROMPLUG LOAD CONTROLNPP20 PLTO NBRG 8 OR NGWYID# XXXXXXXX PORT #TO NBRG 8 OR NGWYID# XXXXXXXX PORT #PS-150POWER SUPPLYFOR NBRIDGEPHASE III BRIDGESAS NEEDED PER NLIGHTZONESTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 DTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 DTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 DTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 DTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 DTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 D ERTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 D ERTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 D ERTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 D ERLOCATE IN NEAREST ITROOM CLOSEST TOAREA SERVED* CONTRACTOR TO PROVIDE NEMA 1 ENCLOSURE REQUIRED FOR CLASS 1 POWEREDVERSION OF EQUIPMENT PERTAINING TO THIS DIAGRAM. * (OPTIONAL MECHANICAL CONNECTION)CONTINUED ONSHEET 3-E603RISER DIAGRAM IS TO SHOW DESIGN INTENT FOR STANDALONE AND NETWORK AREAS. REFER TO FLOOR PLANS FOR QUANTITIES OFCONTROL 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.CAT 5E(LOW VOLTAGE)CLASS 1(LINE VOLTAGE)CLASS 2(LOW VOLTAGE)WIRE LEGENDCAT 6(LOW VOLTAGE)DMX(LOW VOLTAGE)SWITCHING AND 0-10VDIMMING PACKNPP16 D ERTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 D ERTOFROMTOFROMSWITCHING AND 0-10VDIMMING PACKNPP16 D ERHOTNUETRALSPARE1-LC2OnOffOnOffOnOff500 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 6" = 1'-0"C:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 8:18:35 AM3-E602PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIGHTING CONTROL RISER DIAGRAM08-11-2017S12014N.T.S.1PHASE 3 LIGHTING SYSTEMS RISER DIAGRAM1. 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 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 REQUIREMENTS1. 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 UNLESS SPACE IS OCCUPIED. DESIRED LEVELS TO BE DETERMINED DURING COMMISSIONING. BACK OF HOUSE SENSORS ARE TO BE PROGRAMMED TO TURN LIGHTS OFF AFTER 20 MINUTES AFTER OCCUPANCY/VACANCY CONTROL SIGNAL.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-OFFc.AUTO-TO-OVERRIDE ONd.MANUAL-TO-OVERRIDE ONe.AUTO ON/PREDICTIVE OFFf. 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 BE CAPABLE OF ENABLEING AN INTEGRATION WITH A BUILDING MANAGMENT SYSTEM (BMS) 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 DEVICES12.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 AIRPORTREVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 555345CONFORMED SET
346CONFORMED SET
347CONFORMED SET
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.rvt9/22/2017 8:18:37 AM3-E701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - PANEL SCHEDULES08-11-2017S12014Notes:
Total Est. Demand:45 A
Total Conn.:36 A
Total Est. Demand:37.2 kVA
29.4 kVA 125.00%36.7 kVA Total Conn. Load:29.8 kVA
0.5 kVA 100.00%0.5 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:75 A 15 A 20 A
Total Load:20.7 kVA 4.1 kVA 5.3 kVA
41 ------ --0 kVA 0 kVA -- -- -- --42
39 SPARE 20 A 2 --0 kVA 0 kVA -- -- -- --40
37 ------ --0 kVA 0 kVA -- 3 30 A AHU-6 38
35 ------ --0 kVA 0 kVA -- 1 20 A EAST BAGGAGE LIGHTS 36
33 SF-4 20 A 3 --0 kVA 0.07 kVA 0 A 1 20 A EXTERIOR LIGHTING 34
31 ------ --0 kVA 2.88 kVA 10 A 1 20 A EXTERIOR LIGHTING 32
29 ------ --0 kVA 0 kVA -- 1 20 A LIGHTING SYSTEM CONTROLER IN IT... 30
27 SF-1 20 A 3 --0 kVA 0 kVA -- 1 20 A SPARE 28
25 DYN AIR & JETTY'S STORAGE LTS. 20 A 1 --0 kVA 0 kVA -- 1 20 A EXTERIOR LTS. 2ND FLOOR 26
23 ALPHA STORAGE LIGHTING 20 A 1 1 A 0.33 kVA 0 kVA -- -- -- SPACE 24
21 BLDG EXTERIOR LIGHTS 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 22
19 LIGHTING 20 A 1 61 A 16.8 kVA 0 kVA -- 1 20 A PRE FLIGHT OFFICES LIGHTING 20
17 SPARE 20 A 1 --0 kVA 2.293...8 A 1 20 A EAST LOBBY - LIGHTING 18
15 LOBBY - LIGHTING 20 A 1 4 A 1.097... 1.26 kVA 5 A 1 20 A EAST LOBBY - LIGHTING 16
13 BLDG EXT. LIGHTS 20 A 1 --0 kVA 0 kVA -- 1 20 A WEST BAGGAGE LIGHTS 14
11 WEST LOBBY - LIGHTING 20 A 1 6 A 1.73 kVA 0 kVA -- 1 20 A WEST BAGGAGE LIGHTS 12
9 WEST MECH & REST RM. LIGHTING 20 A 1 3 A 0.711... 0 kVA -- 1 20 A WEST BAGGAGE LIGHTS 10
7 EAST BAGGAGE BELT LIGHTING 20 A 1 4 A 0.972... 0 kVA -- 1 20 A WEST BAGGAGE LIGHTS 8
5 WEST BAGGAGE BELT LIGHTING 20 A 1 4 A 0.972... 0 kVA -- -- -- SPACE 6
3 WEST BAGGAGE BELT LIGHTING 20 A 1 4 A 0.972... 0 kVA -- -- -- SPACE 4
1 BAGGAGE CONVEYOR 20 A 1 -- 0 kVA 0 kVA -- -- -- SPACE 2
CKT Load Name Trip Poles AMPS A B C AMPS Poles Trip Load Name CKT
WT
Enclosure:Type 1 MCB Rating:225 A
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:(E)MDP Phases:3 Mains Type:MLO
Location:EXISTING MECHANICAL ROO...Volts:480Y/277V A.I.C. Rating:25,000
Branch Panel: (E)LP1
Notes:
Total Est. Demand:448 A
Total Conn.:448 A
0.5 kVA 100.00%0.5 kVA Total Est. Demand:372.3 kVA
362.2 kVA 100.00%362.2 kVA Total Conn. Load:372.3 kVA
9.6 kVA 100.00%9.6 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:583 A 575 A 541 A
Total Load:160.3 kVA 158 kVA 149.8 kVA
41 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 42
39 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 40
37 SPARE 20 A 1 -- 0 kVA 0 kVA -- 1 20 A SPARE 38
35 SPARE 20 A 1 --0 kVA 3 kVA -- -- -- --36
33 ------ --0 kVA 3.5 kVA -- -- -- --34
31 ------ -- 0 kVA 3.6 kVA 12 A 3 50 A TF-PP3 32
29 (E)TF-GP 30 KVA 45 A 3 0 A 0 kVA 12.603... -- -- ----30
27 ------ --12.603... 12.603...-- -- ----28
25 ------ --12.603... 12.603...45 A 3 50 A MCP-IB6/CD8 26
23 MCP-IB6/CD7 50 A 3 45 A 12.603... 16.62... -- -- ----24
21 ------ --12.603... 16.62...-- -- ----22
19 ------ --12.603... 16.62...-- 3 60 A PANEL ETSA 20
17 MCP-IB6/CD6 50 A 3 45 A 12.603... 13.85... -- -- ----18
15 ---- -- --10 kVA 13.85...-- -- ----16
13 GATE 3 & 4 SERVICE GATE 100 A 2 -- 10 kVA 13.85...-- 3 50 A MAIN UPS TEAM A 14
11 ---- -- --20 kVA 22.16... -- -- ----12
9 ---- -- --20 kVA 22.16...-- -- ----10
7 STAND BY UPS A2 80 A 3 -- 20 kVA 22.16...-- 3 80 A MAINT BYPASS 8
5 ---- -- --20 kVA 22.16... -- -- ----6
3 ---- -- --20 kVA 20 kVA -- -- ----4
1 PRIMARY UPS A1 80 A 3 -- 20 kVA 22.16...-- 3 80 A STAND BY UPS A2 2
CKT Load Name Trip Poles AMPS A B C AMPS Poles Trip Load Name CKT
Notes:
Enclosure:Type 1 MCB Rating:300 A
Mounting:Surface Wires:4 Mains Rating:600 A
Supply From:(E)ATS-2 Phases:3 Mains Type:MCB
Location:EXISTING MECHANICAL ROO...Volts:480Y/277V A.I.C. Rating:18KAIC
Branch Panel: (E)HEQ
Notes:
Total Est. Demand:50 A
Total Conn.:50 A
11.3 kVA 100.00%11.3 kVA Total Est. Demand:18.1 kVA
6.8 kVA 100.00%6.8 kVA Total Conn. Load:18.1 kVA
0 kVA 108.33%0 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:41 A 45 A 67 A
Total Load:4.9 kVA 5.3 kVA 7.9 kVA
41 TERMINAL A RM (#A1-48 | #A1-49)... 20 A 1 3 A 0.36 kVA 0.54 kVA 5 A 1 20 A RECEPTACLE INBOUND COLUMNS 42
39 BLANK 0 A 1 --0 kVA 40
37 SCALES 0 A 1 -- 0 kVA 0.72 kVA 6 A 1 20 A OFFICE CORRIDOR RECEPT 38
35 OFFICE #A1-50 -RECEPT 20 A 1 6 A 0.72 kVA 1.08 kVA 9 A 1 20 A OFFICE CORRIDOR #A1-30 RECEPT 36
33 FIDS 0 A 1 --0 kVA 1.26 kVA 11 A 1 20 A IT OFFICE 1 QUAD RECEPT 34
31 RESTROOM EF-1 EF-2 20 A 1 0 A 0.002... 0 kVA -- 1 20 A LEFT COOLER 32
29 CASH REGISTERE 20 A 1 --0 kVA 0 kVA -- 1 0 A KIOSK 7/25/14 30
27 CASH REGISTER 20 A 1 --0 kVA 0 kVA -- 1 0 A WT 28
25 CASH REGISTER 20 A 1 -- 0 kVA 0 kVA -- 1 0 A CASH REGISTER 26
23 CASH REGISTER 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 24
21 CASH REGISTER 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 22
19 SIGNAGE LIGHTS 0 A 1 -- 0 kVA 0 kVA -- 1 20 A SPARE 20
17 AIR TOUR SIGN 0 A 1 --0 kVA 1.08 kVA 9 A 1 20 A RECEPTACLES ON COLUMNS 18
15 SIGNAGE LIGHTS 0 A 1 --0 kVA 1.08 kVA 9 A 1 20 A RECEPTACLES ON COLUMNS 16
13 FAN 0 A 1 -- 0 kVA 0 kVA -- 1 0 A TEMP CONTROL 14
11 CUSTOM CHE.0 A 1 --0 kVA 0 kVA -- 1 0 A COOLER 12
9 SF-2 0 A 1 --0 kVA 0.001...0 A 1 20 A 1-IB-EF-1 10
7 SPARE 20 A 1 -- 0 kVA 1.15 kVA 10 A 1 20 A POWER 8
5 ------ --3 kVA 1.15 kVA 10 A 1 20 A POWER 6
3 ------ --3 kVA 0 kVA -- 1 0 A RESTROOM RECPT128,129 4
1 WH-2 30 A 3 25 A 3 kVA 0 kVA -- 1 0 A WH1 16, IGN. CKT & CIR PUMP 2
CKT Load Name Trip Poles AMPS A B C AMPS Poles Trip Load Name CKT
Notes:
Enclosure:Type 1 MCB Rating:150 A
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:(E)PP1 Phases:3 Mains Type:MCB
Location:EXISTING MECHANICAL ROO...Volts:208Y/120V A.I.C. Rating:22,000
Branch Panel: (E)PP1A
Notes:
Total Est. Demand:99 A
12 kVA 100.00%12 kVA Total Conn.:128 A
2.9 kVA 100.00%2.9 kVA Total Est. Demand:35.5 kVA
31.3 kVA 65.99%20.6 kVA Total Conn. Load:46.1 kVA
SPARE 0 kVA 106.25%0 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:126 A 127 A 132 A
Total Load:15.1 kVA 15.2 kVA 15.8 kVA
41 ---- -- --0 kVA 0.36 kVA -- 1 20 A EF-4 42
39 ---- -- --0 kVA 0.72 kVA -- 1 20 A EF-8 40
37 (E)SURGE SUPPRESSOR 20 A 3 0 A 0 kVA 0 kVA --1 20 A SPARE 38
35 LOT-C EXIT SHACK 25 A 1 --1.2 kVA 7.93 kVA -- -- ----36
33 SINK COMBO DRYER RM-A1-04 20 A 1 9 A 1.1 kVA 5.341...-- -- ----34
31 SINK COMBO DRYER RM-A1-04 20 A 1 9 A 1.1 kVA 4.872...50 A 3 30 A (E)PP1A PANEL 32
29 BAG SLIDE DOOR 20 A 1 0 A 0.001... 0.12 kVA -- 1 20 A ELEV SHUNT TRIP 30
27 IT OFFICE 2 #A1-34 QUAD RECEPT 30 A 1 9 A 1.08 kVA 0.12 kVA -- 1 20 A CHILLER CONTROL CIRC.28
25 RR SENSORS RM-A1-02/A1-04 20 A 1 5 A 0.6 kVA 1.1 kVA 9 A 1 20 A SINK COMBO DRYER RM-A1-04 26
23 SINK COMBO DRYER RM-A1-02 20 A 1 9 A 1.1 kVA 0.36 kVA -- 1 20 A ESC PIT 24
21 OFFICE #A1-13 - RECEPT 20 A 1 9 A 1.08 kVA 1.08 kVA 9 A 1 20 A OFFICE #B2-24 RECEPT 22
19 OFFICE #A1-22 - RECEPT 20 A 1 9 A 1.08 kVA 1.08 kVA 9 A 1 20 A IT OFFICE 1 #A1-33 QUAD RECEPT 20
17 OFFICE #A1-26 -RECEPT 20 A 1 8 A 0.9 kVA 0.72 kVA 6 A 1 20 A MECHANICAL ROOM (#A1-31)18
15 OFFICE #A1-28 -RECEPT 20 A 1 8 A 0.9 kVA 1.08 kVA 9 A 1 20 A OFFICE #A1-23 - RECEPT 16
13 OFFICE #A1-24 - RECEPT 20 A 1 9 A 1.08 kVA 0.9 kVA 8 A 1 20 A OFFICE #A1-25 - RECEPT 14
11 RP-1 & RECEPT. RM. A1-03 20 A 1 2 A 0.273... 1.08 kVA 9 A 1 20 A OFFICE #A1-49 -RECEPT 12
9 EWC 20 A 1 2 A 0.18 kVA 1.1 kVA 9 A 1 20 A SINK COMBO DRYER RM-A1-02 10
7 SINK COMBO DRYER RM-A1-01 20 A 1 9 A 1.1 kVA 0.9 kVA 8 A 1 20 A OFFICE #A1-27 RECEPT 8
5 IT LAB/ OFFICE 3 DUPLEX RECEPT 20 A 1 9 A 1.08 kVA 0.72 kVA 6 A 1 20 A OFFICE WORK OPEN AREA #A1-10 6
3 IT OFFICE 1 #A1-33 DUPLEX RECEPT 20 A 1 6 A 0.72 kVA 0.72 kVA 6 A 1 20 A IT LAB QUAD RECEPT 4
1 IT OFFICE 1 #A1-34 DUPLEX RECEPT 20 A 1 5 A 0.54 kVA 0.72 kVA 6 A 1 20 A IT LAB QUAD RECEPT 2
CKT Load Name Trip Poles AMPS A B C AMPS Poles Trip Load Name CKT
Notes:
Enclosure:Type 1 MCB Rating:150 A
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:Phases:3 Mains Type:MCB
Location:EXISTING MECHANICAL ROO...Volts:208Y/120V A.I.C. Rating:25,000
Branch Panel: (E)PP1
(E)LP1 (E)HEQ
(E)PP1 (E)PP1A REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
348
CONFORMED SET
349CONFORMED SET
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.rvt9/22/2017 8:18:38 AM3-E703PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDASKYWALK ELECTRICAL PANEL SCHEDULES08-11-2017S12014Notes:
LIGHTING 0.4 kVA 125.00%0.5 kVA
POWER 8.1 kVA 100.00%8.1 kVA Total Est. Demand:83 A
Receptacle 3.8 kVA 100.00%3.8 kVA Total Conn.:82 A
Other 1 kVA 100.00%1 kVA Total Est. Demand:30 kVA
Lighting - Exterior 0.8 kVA 125.00%1.1 kVA Total Conn. Load:29.7 kVA
HVAC 15.6 kVA 100.00%15.6 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:88 A 81 A 78 A
Total Load:10.6 kVA 9.7 kVA 9.4 kVA
41 SPACE ---- --0 kVA 0 kVA -- -- -- --42
39 SPACE ---- --0 kVA 0 kVA -- -- -- --40
37 SPACE ---- -- 0 kVA 0 kVA -- 3 30 A SURGE SUPPRESSION 38
35 SPACE ---- --0 kVA 0 kVA -- -- -- SPACE 36
33 SPACE ---- --0 kVA 0 kVA -- -- -- SPACE 34
31 SPACE ---- -- 0 kVA 0 kVA -- -- -- SPACE 32
29 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 30
27 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 28
25 SPARE 20 A 1 -- 0 kVA 0 kVA -- 1 20 A SPARE 26
23 3-SW-AHU-LIGHTS 15 A 1 3 A 0.38 kVA 0 kVA -- 1 20 A SPARE 24
21 BUILDING AUTOMATION CONTROL P... 20 A 1 2 A 0.2 kVA 22
19 LANDSCAPE LIGHITNG 20 A 1 4 A 0.44 kVA 0.5 kVA 4 A 1 20 A BUILDING AUTOMATION CONTROL P... 20
17 LANDSCAPE LIGHITNG 20 A 1 3 A 0.4 kVA 0.72 kVA 6 A 1 20 A SKYWALK SERVICE RECEPT 18
15 RECEPTACLE - SW POD1 - OUTSIDE 20 A 1 3 A 0.36 kVA 0.36 kVA 3 A 1 20 A SKYWALK FID RECEPT 16
13 AIR SENSOR - 3-SW-AFS1 20 A 1 8 A 0.96 kVA 0.18 kVA 2 A 1 20 A RECEPTACLE - SW POD1 14
11 SPARE 20 A 1 --0 kVA 0.54 kVA 5 A 1 20 A RECEPTACLE - SW POD1 - A1-53 12
9 SPARE 20 A 1 --0 kVA 1.44 kVA 12 A 1 20 A RECEPTACLE - SW POD1 - S1-01 10
7 SPARE 20 A 1 -- 0 kVA 1.14 kVA 10 A 1 20 A 3-SW-AFS-1 8
5 ------ --5.2 kVA 2.16 kVA -- -- -- --6
3 ------ --5.2 kVA 2.16 kVA -- -- -- --4
1 3-SW-AHU-4 45 A 3 43 A 5.2 kVA 2.16 kVA 18 A 3 30 A 3-SW-CU-1 2
CKT Load Name Trip Poles AMPS A B C AMPS Poles Trip Load Name CKT
Notes:
Enclosure:Type 1 MCB Rating:100 A
Mounting:Recessed Wires:4 Mains Rating:125 A
Supply From:XFMR-M Phases:3 Mains Type:MCB
Location:ELECTRICAL S1-03 Volts:208Y/120V A.I.C. Rating:10KA
Branch Panel: SWLA1
Notes:
Total Est. Demand:11 A
Total Conn.:11 A
Total Est. Demand:3.9 kVA
POWER 2.5 kVA 100.00%2.5 kVA Total Conn. Load:3.9 kVA
Receptacle 1.4 kVA 100.00%1.4 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:10 A 12 A 12 A
Total Load:1.2 kVA 1.4 kVA 1.4 kVA
29 SPACE ----0 kVA 0 kVA -- -- SPACE 30
27 SPACE ----0 kVA 0 kVA -- -- SPACE 28
25 SPACE ---- 0 kVA 0 kVA -- -- SPACE 26
23 SPACE ----0 kVA 0 kVA -- -- SPACE 24
21 SPACE ----0 kVA 0 kVA -- -- SPACE 22
19 SPACE ---- 0 kVA 0 kVA -- -- SPACE 20
17 SPARE 20 A 1 0 kVA 0 kVA 1 20 A SPARE 18
15 SPARE 20 A 1 0 kVA 0 kVA 1 20 A SPARE 16
13 SPARE 20 A 1 0 kVA 0 kVA 1 20 A SPARE 14
11 SPARE 20 A 1 0 kVA 0 kVA 1 20 A SPARE 12
9 SPARE 20 A 1 0 kVA 0 kVA 1 20 A SPARE 10
7 SHUNT TRIP TO GENERATOR 20 A 1 0 kVA 0.4 kVA 1 20 A POD 1 IT RM QUAD RECEPT 8
5 GEN JACKET HEATER 20 A 1 1 kVA 0.4 kVA 1 20 A POD 1 IT RM QUAD RECEPT 6
3 GEN. BATTERY CHARGER 20 A 1 1 kVA 0.4 kVA 1 20 A POD 1 IT RM QUAD RECEPT 4
1 2ND FLOOR FIRE DOOR 20 A 1 0.5 kVA 0.4 kVA 1 20 A POD 1 IT RM QUAD RECEPT 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:100 A
Mounting:Recessed Wires:4 Mains Rating:100 A
Supply From:SWUPS1 Phases:3 Mains Type:MCB
Location:ELECTRICAL S1-03 Volts:208Y/120V A.I.C. Rating:10KA
Branch Panel: SWELA1
--
SWLA1 SWELA1 REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
350
CONFORMED SET
351CONFORMED SET
352CONFORMED SET
353CONFORMED SET
354CONFORMED SET
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
ORLANDO SANFORD INTERNATIONAL AIRPORT F.I.S. BAGGAGE BELT IMPROVEMENTSC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 8:18:39 AM3-E708 ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - PANEL SCHEDULES08-11-2017S12014REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 5Notes:
Total Est. Demand:72 A
Total Conn.:80 A
0.2 kVA 125.00%0.3 kVA Total Est. Demand:26.1 kVA
POWER 13.2 kVA 100.00%13.2 kVA Total Conn. Load:28.7 kVA
RECEPTACLES 15.3 kVA 82.59%12.7 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:85 A 78 A 76 A
Total Load:10.2 kVA 9.3 kVA 9.2 kVA
41 SPARE 20 A 1 --0 kVA 0 kVA -- -- -- --42
39 SPARE 20 A 1 --0 kVA 0 kVA -- -- -- --40
37 SPARE 20 A 1 -- 0 kVA 0 kVA -- 3 30 A SURGE SUPPRESSION 38
35 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 36
33 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 34
31 SPARE 20 A 1 -- 0 kVA 0 kVA -- 1 20 A SPARE 32
29 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 30
27 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 28
25 SPARE 20 A 1 -- 0 kVA 0.2 kVA 2 A 1 20 A MOTORIZED DAMPER AND EXH FAN 26
23 HAND DRYER RESTROOM #A1-17 20 A 1 10 A 1.15 kVA 0.54 kVA 5 A 1 20 A RESTROOM #A1-17 GFI RECEPTACLE 24
21 RECEPTACLES INBOUND COLUMNS 20 A 1 9 A 1.08 kVA 0.54 kVA 5 A 1 20 A RESTROOM #A1-18 GFCI...22
19 ALPHA STORAGE RM. A1-43 20 A 1 8 A 0.9 kVA 1.15 kVA 10 A 1 20 A HAND DRYER RESTROOM #A1-18 20
17 ------ --3 kVA 0.18 kVA 2 A 1 20 A RECEPTACLE Rm. A1-10 18
15 ------ --3 kVA 0.293...2 A 1 20 A IB-RP-2 AND RECEPT. RM. A1-10 16
13 IB-EWH-2 RM. A1-10 30 A 3 25 A 3 kVA 0.6 kVA 5 A 1 20 A LAV. & URINAL AUTO RM. A1-07-09 14
11 LAV. & URINAL AUTO RM. A1-48-49 20 A 1 8 A 1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. #A1-09 12
9 SINK DRYER COMBO RM. A1-07 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. #A1-08 10
7 SINK DRYER COMBO RM. A1-07 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. #A1-08 8
5 SINK DRYER COMBO RM. A1-07 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. #A1-08 6
3 SINK DRYER COMBO RM. A1-07 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. #A1-08 4
1 SINK DRYER COMBO RM. A1-07 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. #A1-08 2
CKT Load Name Trip Poles AMPS A B C AMPS Poles Trip Load Name CKT
Notes:
Enclosure:Type 1 MCB Rating:175 A
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:3-IBT-PP3 Phases:3 Mains Type:MCB
Location:CORRIDOR A1-11 Volts:208Y/120V A.I.C. Rating:10,000
Branch Panel: IB-PP1B
IB-PPP3 IB-EPP2B
IB-HVAC3 IB-PP1B
Notes:
Total Est. Demand:57 A
Total Conn.:86 A
Total Est. Demand:20.5 kVA
Total Conn. Load:30.9 kVA
30.9 kVA 66.16%20.5 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:87 A 86 A 85 A
Total Load:10.4 kVA 10.3 kVA 10.2 kVA
41 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 42
39 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 40
37 SPARE 20 A 1 -- 0 kVA 0 kVA -- 1 20 A SPARE 38
35 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 36
33 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 34
31 SINK DRYER COMBO RM. A2-05 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-04 32
29 SINK DRYER COMBO RM. A2-05 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-04 30
27 SINK DRYER COMBO RM. A2-05 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-04 28
25 SINK DRYER COMBO RM. A2-05 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-12 26
23 SINK DRYER COMBO RM. A2-04 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-13 24
21 SINK DRYER COMBO RM. A2-04 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-13 22
19 SINK DRYER COMBO RM. A2-04 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-13 20
17 SINK DRYER COMBO RM. A2-04 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-13 18
15 SINK DRYER COMBO RM. A2-04 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-13 16
13 SINK DRYER COMBO RM. A2-04 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-05 14
11 SINK DRYER COMBO RM. A2-04 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-05 12
9 SINK DRYER COMBO RM. A2-04 20 A 1 9 A 1.1 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-05 10
7 OUTLET RM. A2-06 20 A 1 5 A 0.54 kVA 1.1 kVA 9 A 1 20 A SINK DRYER COMBO RM. A2-05 8
5 OUTLET RM. A2-11 20 A 1 6 A 0.72 kVA 0.72 kVA 6 A 1 20 A SKYWALK DESK RECEPTACLES 6
3 SINK DRYER COMBO RM. A2-12 20 A 1 9 A 1.1 kVA 0.36 kVA 3 A 1 20 A INTERNATIONAL DESK RECEPTACLES 4
1 SPARE 20 A 1 -- 0 kVA 0 kVA -- 1 20 A SPARE 2
CKT Load Name Trip Poles AMPS A B C AMPS Poles Trip Load Name CKT
Notes:
Enclosure:Type 1 MCB Rating:175A
Mounting:Surface Wires:4 Mains Rating:200 A
Supply From:TF-2B Phases:3 Mains Type:MCB
Location:MECHANICAL / ELECTRICAL...Volts:208Y/120V A.I.C. Rating:22KAIC
Branch Panel: IB-EPP2B
1. BREAKERS IN THIS PANEL SHALL BE RATED FOR HVAC LOADS.
Notes:
Total Est. Demand:188 A
Total Conn.:188 A
Total Est. Demand:156 kVA
Total Conn. Load:156 kVA
HVAC 156 kVA 100.00%156 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:188 A 188 A 188 A
Total Load:52 kVA 52 kVA 52 kVA
41 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 42
39 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 40
37 SPARE 20 A 1 -- 0 kVA 0 kVA -- 1 20 A SPARE 38
35 ------ --8.5 kVA 0 kVA -- 1 20 A SPARE 36
33 ------ --8.5 kVA 0 kVA -- 1 20 A SPARE 34
31 3-IB-AHU-1 (VIA VFD)60 A 3 31 A 8.5 kVA 0 kVA -- 1 20 A SPARE 32
29 ------ --2.6 kVA 15.3 kVA -- -- -- --30
27 ------ --2.6 kVA 15.3 kVA -- -- -- --28
25 3-IB-VAV-9 (OFFICE)15 A 3 9 A 2.6 kVA 15.3 kVA 55 A 3 80 A 3-IB-EDH-1 (OFFICE)26
23 ------ --1.1 kVA 2 kVA -- -- -- --24
21 ------ --1.1 kVA 2 kVA -- -- -- --22
19 3-IB-VAV-7 (OFFICE)15 A 3 4 A 1.1 kVA 2 kVA 7 A 3 15 A 3-IB-VAV-8 (IT OFFICE)20
17 ------ --1.5 kVA 1.5 kVA -- -- -- --18
15 ------ --1.5 kVA 1.5 kVA -- -- -- --16
13 3-IB-VAV-5 (OFFICE)20 A 3 5 A 1.5 kVA 1.5 kVA 5 A 3 20 A 3-IB-VAV-6 (OFFICE)14
11 ------ --5 kVA 3.5 kVA -- -- -- --12
9 ------ --5 kVA 3.5 kVA -- -- -- --10
7 3-IB-VAV-3 (INBOUND)30 A 3 18 A 5 kVA 3.5 kVA 13 A 3 20 A 3-IB-VAV-4 (OFFICE)8
5 ------ --5 kVA 6 kVA -- -- -- --6
3 ------ --5 kVA 6 kVA -- -- -- --4
1 3-IB-VAV-1 (INBOUND)30 A 3 18 A 5 kVA 6 kVA 22 A 3 30 A 3-IB-VAV-2 (INBOUND)2
CKT Load Name Trip Poles AMPS A B C AMPS Poles Trip Load Name CKT
Notes:
Enclosure:Type 1 MCB Rating:200 A
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:(E)MDP Phases:3 Mains Type:MCB
Location:MECHANICAL ROOM A1-33 Volts:480Y/277V A.I.C. Rating:25KAIC
Branch Panel: IB-HVAC3
Notes:
Total Est. Demand:28 A
Total Conn.:28 A
Total Est. Demand:10.1 kVA
POWER 0.5 kVA 100.00%0.5 kVA Total Conn. Load:10.1 kVA
Receptacle 9.6 kVA 100.00%9.6 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:31 A 30 A 25 A
Total Load:3.6 kVA 3.5 kVA 3 kVA
29 30
27 28
25 26
23 SPACE ----0 kVA 0 kVA -- -- --24
21 SPACE ----0 kVA 0 kVA -- -- --22
19 SPACE ---- 0 kVA 0 kVA 3 30 A SURGE SUPPRESSION 20
17 SPACE ----0 kVA 0 kVA -- -- SPACE 18
15 SPACE ----0 kVA 0 kVA -- -- SPACE 16
13 SPACE ---- 0 kVA 0 kVA -- -- SPACE 14
11 SPARE 20 A 1 0 kVA 0 kVA 1 20 A SPARE 12
9 IB-AHU-1 20 A 1 0.5 kVA 0 kVA 1 20 A SPARE 10
7 ------ 1.8 kVA 0 kVA 1 20 A SPARE 8
5 IT BENCH RECEPTACLE (L6-30) 30 A 2 1.8 kVA 1.2 kVA 1 30 A RECEPTACLE (L5-30)6
3 ------1.8 kVA 1.2 kVA 1 30 A RECEPTACLE (L5-30)4
1 IT BENCH RECEPTACLE (L6-30) 30 A 2 1.8 kVA 0 kVA 1 20 A SPARE 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:100 A
Mounting:Surface Wires:4 Mains Rating:100 A
Supply From:TF-PP3 Phases:3 Mains Type:MCB
Location:IT LABORATORY A1-21 Volts:208Y/120V A.I.C. Rating:10ka
Branch Panel: IB-PP3
5
5
355
CONFORMED SET
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.rvt9/22/2017 8:18:40 AM3-E709PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINBOUND TERMINAL - PANEL SCHEDULES08-11-2017S12014(E)LP2 -
(E)GP1 (E)GP2
Notes:
Total Est. Demand:28 A
Total Conn.:24 A
Total Est. Demand:10 kVA
POWER 2.5 kVA 100.00%2.5 kVA Total Conn. Load:8.5 kVA
Lighting - Exterior 6 kVA 125.00%7.5 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:29 A 21 A 21 A
Total Load:3.5 kVA 2.5 kVA 2.5 kVA
29 Exterior ROAD SIGNAGE 20 A 1 1 kVA 0 kVA -- -- SPACE 30
27 Exterior ROAD SIGNAGE 20 A 1 1 kVA 0 kVA -- -- SPACE 28
25 Exterior ROAD SIGNAGE 20 A 1 1 kVA 0 kVA -- -- SPACE 26
23 ORLANDO MAIN SIGN 20 A 1 0.5 kVA 0 kVA -- -- --24
21 INTERNATIONAL SIGN 20 A 1 0.5 kVA 0 kVA 2 20 A AIR COMP DRY SYS.22
19 ORLANDO MAIN SIGN 20 A 1 1.5 kVA 0.5 kVA 1 20 A SIGNAGE-FRONT AWNING 20
17 ------0 kVA 0.5 kVA 1 20 A SIGNAGE-FRONT AWNING 18
15 ------0 kVA 0.5 kVA 1 20 A SIGNAGE-FRONT AWNING 16
13 IT RM A/C AHU 20 A 3 0 kVA 0.5 kVA 1 20 A SIGNAGE-FRONT AWNING 14
11 SPACE ----0 kVA 0.5 kVA 1 20 A SIGNAGE-FRONT AWNING 12
9 IT ROOM FIRE PANEL 20 A 1 0 kVA 0.5 kVA 1 20 A SIGNAGE-FRONT AWNING 10
7 ------0 kVA 0 kVA 1 20 A RECEPTACLE CURB SIDE 8
5 SPARE 20 A 2 0 kVA 0 kVA 1 20 A UNKNOWN 6
3 ------0 kVA 0 kVA 1 20 A UNKNOWN 4
1 IT ROOM 30 A 2 0 kVA 0 kVA 1 20 A UNKNOWN 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:
Mounting:Surface Wires:4 Mains Rating:100 A
Supply From:(E)GP1 Phases:3 Mains Type:100MLO
Location:CORRIDOR A1-16 Volts:208Y/120V A.I.C. Rating:
Branch Panel: (E)PNL-GP2
Notes:
Total Est. Demand:28 A
Total Conn.:24 A
Total Est. Demand:10 kVA
POWER 2.5 kVA 100.00%2.5 kVA Total Conn. Load:8.5 kVA
Lighting - Exterior 6 kVA 125.00%7.5 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:29 A 21 A 21 A
Total Load:3.5 kVA 2.5 kVA 2.5 kVA
59 60
57 58
55 56
53 SPACE ---- --0 kVA 0 kVA -- -- -- SPACE 54
51 SPACE ---- --0 kVA 0 kVA -- -- -- SPACE 52
49 SPACE ---- --0 kVA 0 kVA -- -- -- SPACE 50
47 SPACE ---- --0 kVA 0 kVA -- -- -- SPACE 48
45 SPACE ---- --0 kVA 0 kVA -- -- -- --46
43 CHILLER #3 POWER OUTLET 20 A 1 --0 kVA 0 kVA -- 2 20 A LIFT STATION 44
41 SPARE 20 A 1 --0 kVA 0 kVA -- -- ----42
39 ------ --0 kVA 0 kVA -- 2 20 A SPARE (OLD GUARD SHACK)40
37 ------ --0 kVA 0 kVA -- 1 20 A SPARE 38
35 SURGE SUPPRESSION 40 A 3 --0 kVA 0 kVA -- 1 20 A ELEVATOR SHUNT TRIP 36
33 ALPHA 2ND FLOOR REGISTER 20 A 1 --0 kVA 0 kVA -- 1 20 A PHONE ROOM 34
31 SPARE (OLD GATE POWER 3E & 4)20 A 1 -- 0 kVA 0 kVA -- 1 20 A RECEPTACLES 32
29 ALPHA FLOOR REGISTER 20 A 1 --0 kVA 0 kVA -- 1 20 A DOOR LOBBY 30
27 ------ --0 kVA 0 kVA -- 1 20 A SPARE (OLD X-RAY)28
25 ------ --0 kVA 0 kVA -- 1 20 A SPARE (OLD X-RAY)26
23 UPP 176 40 A 3 --0 kVA 0 kVA -- 1 20 A SPARE (OLD DYNN AIR)24
21 F/A PANEL 20 A 1 --0 kVA 0 kVA -- 1 20 A DYNN AIR 22
19 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A PHONE ROOM 20
17 ------ --0 kVA 0 kVA -- 1 20 A SPARE (OLD TICKETING COUNTER) 18
15 NEW GENSET BAT CHARGER &... 20 A 2 --0 kVA 0 kVA -- 1 20 A SPARE (OLD TICKETING COUNTER) 16
13 CONDENSOR PUMPS 20 A 1 -- 0 kVA 0 kVA -- 1 20 A SPARE (OLD TICKETING COUNTER) 14
11 --------0 kVA 2.5 kVA -- -- -- --12
9 SPARE 40 A 2 --0 kVA 2.5 kVA -- -- -- --10
7 CHILLER #3 LOGO 20 A 1 -- 0 kVA 3.5 kVA 24 A 3 60 A (E)PNL-GP2 8
5 ELEVATOR #3 CAB LIGHTING 20 A 1 --0 kVA 0 kVA -- -- -- --6
3 ELEVATOR #2 CAB LIGHTING 20 A 1 --0 kVA 0 kVA -- -- -- --4
1 HALL RECEPTACLES 20 A 1 -- 0 kVA 0 kVA -- 3 100 A MAIN BREAKER 2
CKT Load Name Trip Poles AMPS A B C AMPS Poles Trip Load Name CKT
Notes:
Enclosure:Type 1 MCB Rating:
Mounting:Surface Wires:4 Mains Rating:100 A
Supply From:(E)TF-GP Phases:3 Mains Type:MCB
Location:EXISTING MECHANICAL ROO...Volts:208Y/120V A.I.C. Rating:22KAIC
Branch Panel: (E)GP1
Notes:
Total Est. Demand:6 A
Total Conn.:5 A
Total Est. Demand:4.7 kVA
LIGHTING 3.1 kVA 125.00%3.9 kVA Total Conn. Load:3.9 kVA
Spare 0.9 kVA 100.00%0.9 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:10 A 1 A 5 A
Total Load:2.5 kVA 0.2 kVA 1.2 kVA
41 ------0 kVA 0 kVA -- -- --42
39 ------0 kVA 0 kVA -- -- --40
37 PANEL HV2 90 A 3 0 kVA 0 kVA 3 90 A PANEL PP2 VIA TF-2 38
35 ------0 kVA 0 kVA 1 20 A SPARE 36
33 ------0 kVA 0 kVA 1 20 A SPARE 34
31 SURGE SUPPRESSION 20 A 3 0 kVA 0 kVA 1 20 A LIGHTING MECH/CHILD 32
29 ARCADE LIGHTS 20 A 1 0 kVA 0 kVA 1 20 A LIGHTING REST. RM.30
27 ARCADE LIGHTS 20 A 1 0 kVA 0 kVA 1 20 A LIGHTING 28
25 LIGHTING 20 A 1 0 kVA 0 kVA 1 20 A LIGHTING 26
23 LIGHTING 20 A 1 0 kVA 0 kVA 1 20 A LIGHTING 24
21 LIGHTING 20 A 1 0 kVA 0 kVA 1 20 A LIGHTING 22
19 LIGHTING 20 A 1 0 kVA 0 kVA 1 20 A LIGHTING 20
17 LIGHTING 20 A 1 0 kVA 0 kVA 1 20 A LIGHTING 18
15 ALPHA/LIGHTING REEL STUFF 20 A 1 0 kVA 0 kVA 1 20 A LIGHTING 16
13 2ND FLOOR LIGHTING 20 A 1 0.6 kVA 1.1 kVA 1 20 A 2ND FLOOR LIGHTING 14
11 2ND FLOOR LIGHTING 20 A 1 0.6 kVA 0.6 kVA 1 20 A SECOND FL LIGHTING 12
9 LIGHTING 20 A 1 0.2 kVA 0 kVA 1 20 A LIGHTING 10
7 LIGHTING - EAST REST ROOM 20 A 1 0 kVA 0.9 kVA 1 20 A EXTERIOR LIGHTING 8
5 LIGHTING 20 A 1 0 kVA 0 kVA 1 20 A SPARE 6
3 ALPHA LIGHTS 20 A 1 0 kVA 0 kVA 1 20 A SPARE 4
1 SPARE 20 A 1 0 kVA 0 kVA 1 20 A SPARE 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:225 A
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:Phases:3 Mains Type:MCB
Location:MECHANICAL / ELECTRICAL...Volts:480Y/277V A.I.C. Rating:25000
Branch Panel: (E)LP2 REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
356
CONFORMED SET
CONNECT GROUND WIRES TO
BUSBAR WITH BURDY "QUIKLUG"
TWO HOLE TERMINAL LUGS (TYP).
MOUNT AT 2" SPACING.PROVIDE
QUANTITY AS REQUIRED TO CONNECT
ALL GROUND CONNECTIONS CALLED
FOR ON DRAWINGS OR IN SPECS.
PROVIDE #4/0 INSULATED COPPER
GROUND CONDUCTOR TO GROUND
BAR IN MAIN BLDG ELECTRICAL
ROOM.
USE PVC CONDUIT UNLESS REQUIRED
OTHERWISE BY APPLICABLE CODES.
WHERE METAL CONDUIT IS USED
AS SHOWN.
BOND METAL CONDUIT TO BUSBAR
(PVC) CONDUIT SHOWN)
GROUND
WIRE
PROVIDE AND INSTALL
GROUNDING AND BUSHING
FOR ALL METALLIC
CONDUIT TEMINATIONS.
CONNECT GROUND WIRES TO
BUSBAR WITH BURNDY
"QUIKLUG" TWO HOLE TERMINAL
LUGS. (TYP.) MOUNT AT 2"
SPACING. PROVIDE QUANTITY
AS REQUIRED TO CONNECT
ALL GROUND CONNECTIONS
CALLED FOR ON DRAWINGS FOR
IN SPECS.
2" POLYESTER MOLDED
INSULATOR STANDOFF
(GLASTIC #2015-4C).
TYPICAL OF TWO.
PROVIDE WHITECORE BAKELITE
NAMEPLATE FASTENED TO WALL/
SURFACE BELOW BUSBAR AT
EACH FLOOR WITH DESIGNATION
"ELECTRICAL SYSTEMS GROUND
BUSBAR" ENGRAVED THEREON
IN 1/2" HIGH LETTERS.
TERMINATE CONDUIT 6"
ABOVE TOP OR 6" BELOW
BOTTOM OF BUSBAR
GROUND
WIRE
BUILDING STRUCTURAL
GROUNDS.
GRD
INCOMING
SERVICE
NEUTRAL BAR
COLD WATER PIPE.
GROUND ELECTRODE
CONDUCTOR NEC 250.66
MAIN GROUND BUS (MGB)
IN ELECTRICAL ROOM.
TYP BRANCH PANEL
MAIN BONDING JUMPER
(250.28(D), 250.66)
EQUIPMENT BONDING JUMPER
SERVICE
GROUNDING ROD
REBAR IN SLAB
UFER GROUND - 20' BARE
2/0 ATTACHED TO REBAR
480/277 OR
208/120V
REFER TO
RISER DIAGRAM
FOR SIZE
CONDUIT/RACEWAYS AS CALLED FOR
ON PLANS USE LONG SWEEPING
ELBOWS (PVC).
6" BED OF PEARROCK OR
CRUSHED STONE FOR DRAINAGE.
AT ALL PULLBOXES AND POLE BASES,
ENDS OF CONDUIT SHALL BE SEALED
WITH ELECTRICAL PUTTY AFTER WIRING
IS COMPLETED.
NOTES:
1)CONDUITS NOT TERMINATING IN OR
AT PULLBOXES NEED NOT RUN
THROUGH PULLBOXES UNLESS
RQUIRED 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 COVER
PROVIDE EXTENSIONS AS REQUIRED.
PULLBOX TO BE PRECAST; BROOKS,
A.C. MILLER, OR HUGHES SUPPLY
2)
3)
4)
5)
(TYP.)2' MIN.1"
3/4"
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.
36'12
13
8 15
936" MIN.1218" MIN.810
6"16
1
6
7
2
4
5
18
11
17
14 (TYP.)
1-1/2" PVCGREEN GATE MODEL
#OSW-P-0451-MV-W
BLACK
RED
RED
BLUE
GREEN
GREEN/YELLOW
LOAD 1
LIGHTS
LOAD 2
EXHAUST
FAN
120VAC OR 277 VAC
277 VAC GROUND
120 VAC GROUND
LOAD 1 NEUTRAL
LOAD 2 NEUTRAL
LOAD 1
SWITCHLEG
LOAD 2
SWITCHLEG
BARE WIRE
GROUND
** USE ONE GROUND LEAD ONLY, CAP UNUSED LEAD
{** USE THE APPROPRIATE
GROUND FOR THE VOLTAGE
CONNECTED TO BLACK WIRE
36" MIN.
NEW 4" PRIMARY
CONDUITS
4" CONDUIT
SPARE
IDENTIFICATION TAPE
PROVIDE DETECTABLE
CONCRETE ENCASE (MIN. 3")
EXISTING AND NEW CONDUITS
COMPLETE BETWEEN MANHOLE
AND TRANSFORMER
GRADE OR DRIVEWAY
RISER NOTES:
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
ADDITIONAL SCHEDULE INFORMATION. PROVIDE BOLT-ON TYPE
BRANCH BREAKERS AS INDICATED. HEAVY DUTY LOCK SHALL BE
PROVIDED.
PROVIDE ASTRONOMICAL TIME CLOCK, AND 12 POLE CONTACTOR IN
A NEMA 3R LOCKABLE. 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 TO SLOPE AWAY FROM POST.
(SIX) 1" RIGID STEEL CONDUITS FOR LANDSCAPE LIGHTING - (FIVE)
WITH CONDUCTORS AND ONE SPARE FOR FUTURE USE. SEE
LIGHTING PLAN FOR ROUTING. USE #10 CU FOR UNDER 120', #8 FOR
ABOVE 120' FEET.
PAINT ABOVE GRADE PORTION CONDUIT (UP TO 6" ABOVE EXISTING
GRADE) WITH TWO COATS OF WEATHER RESISTANT PAINT.
3/4" X 10' COPPER-CLAD GROUND ROD WITH HEAVY DUTY ONE-
PIECE CONDUCTOR.
NO. 6 BARE COPPER SERVICE GROUND WIRE, PER 250.96
PROVIDE 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 250.52
PROVIDE STAINLESS STEEL UNISTRUT SUPPORT PAINT TO MATCH
ADJACENT STRUCTURE.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
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
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 indicatedC:\Users\epalmer\Documents\MEP_S12014_03_23_16_epalmer.rvt9/22/2017 8:35:22 AM3-E-801PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADETAILS08-11-2017S1201408-11-2017N.T.S.
1 GROUND BUSBAR
N.T.S.
2 GROUND DETAILS
N.T.S.
3 UNDERGROUND CONCRETE DUCT BANK DETAIL
N.T.S.
4 PULLBOX DETAIL
N.T.S.
6 POWER RACK RISER DETAIL
N.T.S.
7 EXHAUST FAN SWITCHING DETAIL REVISIONS#DATEDESCRIPTIONBY509/15/2017ADDENDUM 55
357
CONFORMED SET
358CONFORMED SET
359CONFORMED SET
360CONFORMED SET
361CONFORMED SET
362CONFORMED SET
363CONFORMED SET
PUMP SCHEDULE
TAG SERVICE TYPE GPM FT HD MOTOR HP VOLTS /
PHASE
3-SW-CDP-1 SKYWALK POD 2 SUBMERSIBLE 12 35 1.0 460/3
NOTES:
1. PUMPS SHALL OPERATE IN LEAD / LAG CONFIGURATION.
2. SYSTEM SHALL BE PRE-ASSEMBLED COMPLETE FROM FACTORY.
3. PROVIDE WITH HEAVY DUTY POLYETHYLENE 30"-DIA. x36"-DEEP BASIN WITH 4" INLET.
4. PROVIDE WITH 1/4" STEEL PLATE, ENAMEL-COATED ON BOTH SIDES WITH (2) PUMP OPENINGS AND AN INSPECTION OPENING.
5. FURNISH MOTOR STARTERS, DISCONNECTS, AND CONTROL PANEL TO DIVISION 26 CONTRACTOR FOR INSTALLATION.
6. PROVIDE IP-SERIES FLOAT LESS CONTROL PANEL FOR DUPLEX PUMP OPERATION.
PUMP
QUANTITY
2
MODEL #
LIBERTY PUMPS MODEL 1102/LEH104M
NOTES
ALL
3-SW-CDP-2 SKYWALK POD 3 SUBMERSIBLE 16 40 1.0 460/32 ALLLIBERTY PUMPS MODEL 1102/LEH104M
ELECTRIC TRAP PRIMER SCHEDULE
UNIT NO. LOCATION SERVICE NUMBER OF
OUTLETS OPER. PRES. PSIG
ELECTRICAL
BASIS OF DESIGN NOTES
VOLTS PHASE HZ
TPDU-01 3-IB 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
DRAIN SCHEDULE
TAG TYPE MANUFACTURER MODEL NO.NOTES
FD-1 FLOOR DRAIN (TOILET ROOM)ZURN ZB415BZ-P 1
FD-2 ZURN 2
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 -
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
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 3-G-P500.
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.
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.
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
PHASE
INSTALLEDTAG
3-IB-EWH-1
DOWNSPOUT OVERFLOW ROOF DRAIN DOWNSPOUT ZURN Z199-DC-CP 3SIZE PER PLAN
40 (2) 4.5KW 3/4"3/4"60 A1-03 1,2,3,4,732083
3-IB-EWH-2 40 (2) 4.5KW 3/4"3/4"60 A1-10 1,2,3,4,732083
3-SW-EWH-1 30 (2) 3.0KW 3/4"3/4"60 S2-06 1,2,3,4,732083RHEEM
ELDS30
RHEEM
ELDS40
RHEEM
ELDS40
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" ---
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"L-3
1 - FAUCET LAVATORY
W/ INTEGRAL WATER,
SOAP, AND AIR
NOT ALL FIXTURES LISTED ARE USED IN EACH PHASE
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.
FLOOR DRAIN (MECHANICAL ROOM)ZB415BZ-P-Y
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.
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 2:13:09 PM3-G-P300PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAPLUMBING SCHEDULE - 107-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
364
CONFORMED SET
365CONFORMED SET
366CONFORMED SET
NOT TO SCALE1PARTIAL 1ST FLOOR PLAN - INBOUND AREA -DEMOLITION PLUMBINGNOT TO SCALE2PARTIAL 1ST FLOOR PLAN - INBOUND AREA -DEMOLITION PLUMBINGNOT TO SCALE3PARTIAL 1ST FLOOR PLAN - INBOUND AREA -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\3-GD-P100 - DEMOLITION FLOOR PLANS - PHASE 3 - PLUMBINGPROJECT ALPHA ONE (TERMINAL EXPANSION)8/7/2017 10:37:51 AM3-GD-P101DEMOLITION FLOOR PLANS - PHASE 3 - PLUMBINGGENERAL NOTES: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.NOT TO SCALE4PARTIAL 1ST FLOOR PLAN - INBOUND AREA -DEMOLITION PLUMBINGLORLORLORLORLORLORLORLORLORLORLORLOR1.REMOVE ALL PIPING DOWN STREAM OF THE EXISTING ISOLATION VALVES INTHE COLD AND/OR HOT WATER PIPING INCLUDING ALL BRANCH PIPING ANDSUPPORTS.2.REMOVE EXISTING FIXTURE INCLUDING ALL ASSOCIATED PIPING. TYPICALFOR ALL.3.CAP SANITARY WASTE PIPING AS REQUIRED TO CREATE NO “DEAD-END”PIPING. REMOVE AND REPAIR FLOOR AS REQUIRED. COORDINATE WITHGENERAL TRADES CONTRACTOR FOR FLOOR REMOVAL AND REPAIR OFFINISHES AS REQUIRED BY NEW WORK.4. REMOVE ALL VENT PIPING AND SUPPORTS BACK TO MAIN VENT TO ROOF.CAP AS REQUIRED TO SEAL SYSTEM.5. EXISTING CONDENSATE PIPING TO BE REMOVED OR FILLED WITH FLOWABLE FILL AS REQUIRED BY CODE. REPAIR FLOOR AS REQUIRED TO CAPAND REMOVE / FILL PIPING. COORDINATE WITH GENERAL TRADESCONTRACTOR FOR FLOOR REMOVAL AND REPAIR OF FINISHES ASREQUIRED BY NEW WORK.6. EXISTING CW PIPING DOWNSTREAM OF THIS LOCATION. MODIFY EXISTINGPIPING AS REQUIRED BY NEW WORK.7. REMOVE ALL VENT PIPING AND SUPPORTS BACK TO MAIN VENT LINE.MODIFY EXISTING PIPING AS REQUIRED BY NEW WORK.8. MODIFY EXISTING SANITARY WASTE PIPING AS REQUIRED BY NEW WORK.COORDINATE WITH GENERAL TRADES CONTRACTOR FOR FLOOR REMOVALAND REPAIR OF FINISHES AS REQUIRED BY NEW WORK.9. EXISTING CONDENSATE PIPING TO REMAIN.10. EXISTING SANITARY WASTE PIPING UPSTREAM OF THIS LOCATION TO BEREMOVE. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR FLOORREMOVAL AND REPAIR OF FINISHES AS REQUIRED BY NEW WORK.11. REMOVE ALL PIPING AS HATCHED FOR BOTH COLD AND/OR HOT WATERPIPING INCLUDING ALL BRANCH PIPING AND SUPPORTS.12. EXISTING 3/4" CW PIPING TO REMAIN. PROVIDE NEW ISOLATION VALVE ANDRECONNECT TO EXISTING PIPING AS REQUIRED.13. EXISTING WATER SERVICE TO REMAIN IN OPERATION. COORDINATESHUTDOWN THE GC AND AIRPORT REP FOR TIME.14. REMOVE EXISTING 2' WATER METER AND ASSOCIATE PIPING AS HATCHEDON PLAN. MODIFY EXISTING PIPING TO REMAIN AS REQUIRED BY NEWWORK.15. REMOVE PIPING BACK TO WATER MAIN AS REQUIRED TO NOT HAVE“DEAD-END” PIPING.KEY NOTES:-208-11-2017ADDENDUM 2---367CONFORMED SET
UP
AS
A20A19A18A16A17
AR
AQ
A14 A15A12A13A10A8A6A11A9A7
AP
AN
AM
AAL K.9
A5
SW2
SW7
SWA
SWB
3-IB-P400
1
3-IB-P400
2
3-IB-P402
1
3-IB-P402
2
3-IB-P401
1
3-IB-P401
2
EXISTING MECHANICAL ROOM
A1-05
INBOUND BAGGAGE CLAIM
A1-06 EXISTING IT
A1-14
EXISTING IT
A1-15
CORRIDOR
A1-16
ELEVATOR 1
A1-11
MENS ROOM
A1-17
WOMENS ROOM
A1-18
EXISTING IT
A1-20
EXISTING MECHANICAL ROOM
A1-19
INBOUND BAGGAGE CLAIM
A1-06
ALPHA STORAGE
A1-43
EXISTING MECHANICAL ROOM
A1-45
EXISTING STORAGE ROOM
A1-44
BREAK ROOM
A1-46
MECHANICAL ROOM
A1-51
COVERED AREA
A1-42
EXISTING OFFICE
A1-47
3-IB-P403
1
EXISTING FLOORING WITHIN THIS BOUNDARY IS TO BE
REMOVED. REPLACE ALL CLEANOUT COVERS WITH
NEW. COORDINATE TYPE WITH NEW FLOOR FINISHES.
EXIST 4" SS
TO REMAIN
4"ECO
4" SAN TO MANHOLE.
SEET SITE UTILITY PLAN.
4" CW INTO BLDG
EXISTING 4" SAN. MAKE
FINAL CONNECTION AS
REQUIRED.
EXISTING 3" VENT. MAKE
FINAL CONNECTION AS
REQUIRED.
6
1
2
5
3-IB-P403
2
3"ø CD EXIST
3"ø CDFD-2
3"ø CD
7
8
9
PLUMBING NOTES
1. ROUTE NEW 3” SANITARY WASTE PIPING AS
REQUIRED TO MAKE FINAL CONNECTION TO
EXISTING UNDERGROUND PIPING IN THE
AREA. PROVIDE WITH FLOOR CLEANOUT AT
CONNECTION POINT BETWEEN EXISTING AND
NEW PIPING. COORDINATE WITH GENERAL
TRADES CONTRACTOR FOR FLOOR
REMOVAL AND REPAIR OF FINISHES AS
REQUIRED BY NEW WORK.
2. EXISTING 1-1/4” CW PIPING. MAKE FINAL
CONNECTION TO EXISTING PIPING AS
REQUIRED BY NEW WORK.
3. NEW 4” CW LINE WITH BACKFLOW
PREVENTER ABOVE GRADE. ROUTE PIPING
FROM BACKFLOW PREVENTER THRU THE
EXTERIOR WALL AND INTO THE STORAGE
CLOSET. PROVIDE WITH VALVES AS
REQUIRED BY DETAIL, 2” RUBA-TEX
INSULATION WITH ALUMINUM JACKET, AND
SUPPORTS AS REQUIRED. MAKE WALL
PENETRATION AIR AND WATER TIGHT.
COORDINATE WITH SITE UTILITY PLAN.
4. ROUTE NEW 4” SANITARY WASTE LINE FROM
NEW RESTROOM GROUP UNDERFLOOR AS
SHOWN. COORDINATE WITH GENERAL
TRADES CONTRACTOR FOR FLOR REMOVAL
AND REPAIR AS REQUIRED BY NEW WORK.
5. ROUTE PIPING OUTSIDE OF BUILDING AS
SHOWN. FOR CONTINUATION SEE CIVIL SITE
DRAWINGS.
6. EXISTING 4” SANITARY WASTE LINE TO
REMAIN.
7.COORDINATE LOCATION OF FLOOR DRAIN
WITH MECHANICAL CONTRACTOR.
8.ROUTE NEW CONDENSATE PIPING TO
EXISTING CONDENSATE DRAIN LINE. MAKE
FINAL CONNECTION TO EXISTING PIPING AS
REQUIRED. PROVIDE WIH BACKWATER
VALVE IN VALVE BOX.
9.COORDINATE SLAB REMOVAL AND
REPLACEMENT WITH GENERAL TRADES
CONTRACTOR.
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.rvt8/24/2017 7:00:14 AM3-IB-P100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - INBOUND - 1ST FLOOR - PLUMBING07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
1/16" = 1'-0"1 FLOOR PLAN - INBOUND - 1ST FLOOR - PLUMBING DAKDAKDAKDMAS NOTED3 REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2308-25-2017ADDENDUM 32
3
368
CONFORMED SET
AT
AS
A12A10A8A6A11A9A7A5
SD
793SQ.FT.
OSD
793SQ.FT.
TERMINATE ABOVE FINISHED
FLOOR WITH DOWNSPOUT
4"ø OSD
4"ø SD
SD
720SQ.FT.
OSD
720SQ.FT.
TERMINATE ABOVE FINISHED
FLOOR WITH DOWNSPOUT
SD
1085SQ.FT.
OSD
1085SQ.FT.
TERMINATE ABOVE FINISHED
FLOOR WITH DOWNSPOUT
RECONNECT TO EXISTING
STORM WATER PIPING AS
REQUIRED BY NEW WORK
RECONNECT TO EXISTING
STORM WATER PIPING AS
REQUIRED BY NEW WORK
RECONNECT TO EXISTING
STORM WATER PIPING AS
REQUIRED BY NEW WORK
4"ø SD
4"ø OSD
4"ø SD
4"ø OSD
WCOWCOWCO
AT
AS
A20A19A18A16A17A14A15A12A13
RECONNECT TO EXISTING
STORM WATER PIPING AS
REQUIRED BY NEW WORK
TERMINATE ABOVE FINISHED
FLOOR WITH DOWNSPOUT
OSD
1046SQ.FT.
SD
1046SQ.FT.
WCO WCO WCO
4"ø SD 4"ø OSD
RECONNECT TO
EXISTING STORM WATER
PIPING AS REQUIRED BY
NEW WORK
TERMINATE ABOVE FINISHED
FLOOR WITH DOWNSPOUT
OSD
705SQ.FT.
SD
705SQ.FT.
RECONNECT TO EXISTING
STORM WATER PIPING AS
REQUIRED BY NEW WORK
TERMINATE ABOVE FINISHED
FLOOR WITH DOWNSPOUT
OSD
1137SQ.FT.
SD
1137SQ.FT.
4"ø OSD
4"ø SD
4"ø OSD4"ø SD
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.rvt8/7/2017 10:47:19 AM3-IB-P101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLANS - INBOUND - 1ST FLOOR - PLUMBING07-14-2017S12014 1/8" = 1'-0"1 PARTIAL FLOOR PLAN - INBOUND - 1ST FLOOR - PLUMBING
1/8" = 1'-0"2 PARTIAL FLOOR PLAN - INBOUND - 1ST FLOOR - PLUMBING
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH DAKDAKDAKDMAS NOTEDN
NORTH REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2ENTIRE SHEET REVISED2
369
CONFORMED SET
•••••370CONFORMED SET
AS
AR
AQ
A5
MECHANICAL / ELECTRICAL
A2-15
EXISTING WOMENS ROOM
A2-13
EXISTING MENS ROOM
A2-12
3-IB-RP-3
3/4"ø EXIST
EXIST EWH
3/4"ø HW
3/4"ø HW
1/2"ø HW
1/2"ø HW
1/2"ø HW
1/2"ø HW
3/4"ø HW
4
2
L-3
L-3
L-4
L-4
L-5
EXIST SINK
1
2
3
4
4
4
1
2
3
1
2
3
1
2
3
1
2
3
5
5 5
6
6
6
7
89
PLUMBING NOTES
1.EXISTING LAVATORY TO BE REMOVED.
TYPICAL OF 10.
2.MODIFY EXISTING SANITARY WASTE PIPING
AS REQUIRED BY NEW WORK.
3.MODIFY EXISTING CW AS REQUIRED BY NEW
WORK.
4.COORDINATE WITH GENERAL TRADES
CONTRACTOR FOR WALL AND CEILING
REMOVAL AND REPAIR AS REQUIRED BY
NEW WORK.
5.RECONNECT HOT WATER PIPING TO NEW
LOOP AS REQUIRED PROVIDE WITH
ISOLATION VALVE AT CONNECTION.
6.ROUTE NEW HOT WATER LOOP AS SHOWN
ON PLANS. MAKE FINAL CONNECTION TO
NEW FIXTURES AS REQUIRED.
7.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.
8.EXISTING WATER HEATER TO REMAIN.
MODIFY PIPING AS REQUIRED BY NEW WORK.
9.MODIFY EXISTING CW PIPING AS REQUIRED
FOR INSTALLATION OF RECIRC PUMP. REFER
TO RECIRC PUMP PIPING DETAIL FOR
ADDITIONAL INFORMATION.
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
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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.rvt8/25/2017 10:24:16 AM3-IB-P103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - INBOUND - 2ND FLOOR - PLUMBING07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH DAKDAKDAKDMAS NOTED 1/4" = 1'-0"1 FLOOR PLAN - INBOUND - 2ND FLOOR - PLUMBING REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2308-25-2017ADDENDUM 3ENTIRE SHEET REVISED2
3
371
CONFORMED SET
AT
AS
A12A10A8A6A11A9A7A5
RD-1
793SQ.FT.
ORD-1
793SQ.FT.
RD-1
720SQ.FT.
ORD-1
720SQ.FT.
RD-1
1058SQ.FT.
ORD-1
1058SQ.FT.
AT
AS
A20A19A18A16A17A14A15A13
RD-1
1046SQ.FT.
ORD-1
1046SQ.FT.
RD-1
705SQ.FT.
ORD-1
705SQ.FT.
RD-1
1137SQ.FT.
ORD-1
1137SQ.FT.
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.rvt8/7/2017 10:47:29 AM3-IB-P104PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLANS - INBOUND - 2ND FL0OR - PLUMBING07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH DAKDAKDAKDMAS NOTED 1/8" = 1'-0"1 PARTIAL FLOOR PLAN - INBOUND - 2ND FLOOR - PLUMBING
1/8" = 1'-0"2 PARTIAL FLOOR PLAN - INBOUND - 2ND FLOOR - PLUMBING N
NORTH REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2ENTIRE SHEET REVISED2
372
CONFORMED SET
•••••373CONFORMED SET
•••••374CONFORMED SET
•••••375CONFORMED SET
ASA20A19ARAQWC-2L-3L-3WC-2WC-1WC-1WC-1WC-1WC-1WC-1UR-1UR-1UR-1UR-2L-3WC-2L-4L-4L-4L-4FD-1FD-1WCOMS-1FD-1WCOWCOCORRIDORA1-11INBOUND BAGGAGE CLAIMA1-06FAMILY RESTROOMA1-09JANITORA1-10WOMENS ROOMA1-08MENS ROOMA1-073"ø3"ø3"ø3"ø3"ø3"ø2"øWCOWCO2"ø V2"ø V2"ø2"ø V3"ø V2"ø V3"ø V2"ø V4"ø3"ø2"ø V2"ø V2"ø V3"ø V-EXISTING3"ø VFD-13"ø88887ECOWCO4"ø4"ø3"øASA20A19ARAQWC-2L-3L-3WC-2WC-1WC-1WC-1WC-1WC-1WC-1UR-1UR-1UR-1UR-2L-3WC-2L-4L-4L-4L-41 1/4"ø CW3"ø CW3/4"ø CW1/2"ø CWMS-11/2"ø HWR1"ø HW3"ø CW2 1/2"ø CW2 1/2"ø CW2"ø CW3/4"ø CW1"ø HW1"ø HW1"ø HW1"ø HW1/2"ø HWR1"ø HWCORRIDORA1-11FAMILY RESTROOMA1-09JANITORA1-10WOMENS ROOMA1-08MENS ROOMA1-07INBOUND BAGGAGE CLAIMA1-06FOR CONT SEE SITE UTILITY PLAN3-IB-EWH-23"ø CW3"ø CW4"ø CW4"ø CW2 1/2"ø CW2 1/2"ø CWEXISTING TO REMAIN555312MAIN ISOLATION VALVEPLUMBING NOTES1. NEW 4” CW LINE WITH BACKFLOW PREVENTER ABOVE GRADE. ROUTE PIPING FROM BACKFLOW PREVENTER THRU THE EXTERIOR WALL AND INTO THE STORAGE CLOSET. PROVIDE WITH VALVES AS REQUIRED BY DETAIL, 2” RUBA-TEX INSULATION WITH ALUMINUM JACKET, AND SUPPORTS AS REQUIRED. MAKE WALL PENETRATION AIR AND WATER TIGHT. COORDINATE WITH SITE UTILITY PLAN.2. MAKE FINAL CONNECTION TO EXISTING 2-1/2” CW PIPING AS REQUIRED. PROVIDE WITH ISOLATION VALVE AT CONNECTION.3. 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.4. 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.5. PROVIDE TRAP PRIMER PER UNDER LAV TRAP PRIMER DETAIL. ROUTE PIPING AS REQUIRED TO FLOOR DRAIN IN AREA.6. ROUTE NEW 4” SANITARY WASTE PIPING AS REQUIRED TO MAKE FINAL CONNECTION TO EXISTING 4” SANITARY WASTE PIPING IN THE AREA. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR FLOOR REMOVAL AND REPAIR OF FINISHES AS REQUIRED BY NEW WORK.7. MAKE FINAL CONNECTION TO EXISTING 3” VENT PIPING AS REQUIRED.8. COORDINATE REMOVAL OF EXISTING FLOOR AS REQUIRED BY NEW WORK WITH GENERAL TRADES CONTRACTOR. COORDINATE FINISHES WITH ARCHITECTURAL DRAWINGS.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 7:07:04 AM
3-IB-P402PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
ENLARGED FLOOR PLANS - INBOUND - 1ST FLOOR
- PLUMBING
07-14-2017
S12014 1/4" = 1'-0"1ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR - SANITARY WASTE 1/4" = 1'-0"2ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR - DOMESTIC WATERDAK
DAK
DAK
DM
AS NOTED 3-IB-RP-24ISOLATION VALVETYPICALFOR RISER DIAGRAMS SEE SHEET 3-IB-501REVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 44
376CONFORMED SET
A14 A15
AN
EXISTING MECHANICAL ROOM
A1-19
ELEVATOR ROOM
A1-13
CORRIDOR
A1-16
WOMENS ROOM
A1-18
MENS ROOM
A1-17
ELEVATOR 2
A1-12
L-6
WC-4
L-2
WC-3
UR-1
WC-4
L-2
WC-3
UR-2
L-6
L-6 L-6
FD-1
FD-1
7
5
EXIST FD
3"ø EXIST
3"ø
3"ø
3"ø
3"ø
4"ø EXIST
5
7
6
4
4
WCO
PLUMBING NOTES
1. MAKE FINAL CONNECTION TO EXISTING 2"
CW PIPING AS REQUIRED. PROVIDE WITH
ISOLATION VALVE AT CONNECTION.
2. MAKE FINAL CONNECTION TO EXISTING HW
PIPING AS REQUIRED. PROVIDE WITH
ISOLATION VALVE AT CONNECTION.
3. PROVIDE RECIRC. 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. ROUTE HWR TO COLD WATER INLET
OF EXISTING HOT WATER HEATER. PROVIDE
CONNECTION AS REQUIRED.
4. PROVIDE TRAP PRIMER PER UNDER LAV
TRAP PRIMER DETAIL. ROUTE PIPING AS
REQUIRED TO FLOOR DRAIN IN AREA.
5. ROUTE NEW 4" SANITARY WASTE PIPING AS
REQUIRED TO MAKE FINAL CONNECTION TO
EXISTING 4" SANITARY WASTE PIPING IN THE
AREA. COORDINATE WITH GENERAL TRADES
CONTRACTOR FOR FLOOR REMOVAL AND
REPAIR OF FINISHES AS REQUIRED BY NEW
WORK.
6. MAKE FINAL CONNECTION TO EXISTING 2"
VENT PIPING AS REQUIRED.
7. COORDINATE REMOVAL OF EXISTING FLOOR
AS REQUIRED BY NEW WORK WITH GENERAL
TRADES CONTRACTOR. COORDINATE
FINISHES WITH ARCHITECTURAL DRAWINGS.
A14 A15
AN
1
2
3
1/2"ø HWR3/4"ø HW
3/4"ø HW
2"ø CW
1"ø CW
3/4"ø CW
3/4"ø CW
2"ø CW
1"ø CW
3/4"ø CW
3/4"ø CW
HB-2
L-6 L-6
L-6 L-6
WC-4
WC-4
WC-3WC-3
UR-2UR-1 L-2
L-2
HB-2
2"ø EXIST
1/2"ø HWR
3/4"ø HW
3/4"ø CW
3/4"ø CW
1"ø CW
2"ø CW
2"ø CW
2"ø EXIST
2"ø EXIST
2"ø CW
1"ø CW
3/4"ø CW
3/4"ø CW
1/2"ø HWR
1 1/2"ø CW
1 1/4"ø CW
2"ø CW
1 1/2"ø CW
3/4"ø HW
1/2"ø CW
3/4"ø HW
3-IB-RP-4
L-6
L-6
L-6
L-6HB-2
HB-2
WC-4
WC-4
UR-2
UR-1
WC-3
WC-3
L-2
L-2
L-6
2"ø V-EXIST
2"ø V-EXIST
2"ø V-EXIST
2"ø V-EXIST
2"ø EXIST
2"ø V
2"ø V 2"ø V
2"ø V
2"ø V
2"ø V
2"ø V-EXISTING
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V2"ø V
2"ø V
2"ø V
3"ø
3"ø EXIST
4"ø EXIST
3"ø
4"ø
2"ø
2"ø
2"ø
2"ø
4"ø
FD-1
FD-1
L-6
L-6
L-6
EXIST FD
WCO
WC-4
WC-4
L-2
L-2
WC-3
WC-3
UR-1
UR-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
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/7/2017 10:47:39 AM3-IB-P403PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR -PLUMBING07-14-2017S12014DAKDAKDAKDMAS NOTED 1/4" = 1'-0"1 ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR - SANITARY WASTE REVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 2 1/4" = 1'-0"2 ENLARGED FLOOR PLAN - INBOUND - 1ST FLOOR - DOMESTIC WATER
3 INBOUND - DOMESTIC WASTER RISER
4 INBOUND - SANITARY WASTE RISER
4
4
5
5
6
6
ENTIRE SHEET REVISED2
377
CONFORMED SET
•••••378CONFORMED SET
L-4UR-1UR-2WC-1L-3WC-23-IB-RP-23-IB-EWH-2L-4L-1L-1L-1L-1UR-1UR-1WC-2L-3WC-1WC-1WC-1WC-1WC-1L-3WC-2MS-11 1/4"ø CW1/2"ø CW1 1/4"ø CW3"ø CW1 1/4"ø CW1"ø CW3/4"ø CW3/4"ø CW3/4"ø CW3/4"ø CW1/2"ø CW1/2"ø CW3"ø CW2 1/2"ø CW2 1/2"ø CW1 1/2"ø CW1 1/4"ø CW1 1/4"ø CW2"ø CW1 1/2"ø CW1 1/2"ø CW1 1/4"ø CW3/4"ø CW2"ø CW1 1/4"ø CW1 1/4"ø CW1"ø CW1"ø CW1 1/2"ø CW1 1/4"ø CW3/4"ø CW3/4"ø CW3/4"ø CW1/2"ø CW1/2"ø CW3/4"ø HW1"ø HW1"ø HW1"ø HW1"ø HW1/2"ø HW1/2"ø HW1"ø HW1"ø HW1"ø HW1/2"ø HW1"ø HW1/2"ø HWR1/2"ø HWRISOLATION VALVE -TYPICALWC-23"ø CW2 1/2"ø CW3"ø CW4"ø CW4"ø CW2 1/2"ø CWL-4UR-1UR-2WC-1L-3WC-2L-4L-4L-4UR-1UR-1WC-2L-3WC-1WC-1WC-1WC-1L-3WC-2MS-1FD-1WCOWCOWCOWCOFD-1FD-1WCO3"ø V-EXISTING3"ø V2"ø V2"ø V2"ø V2"ø V3"ø V2"ø V2"ø V2"ø V2"ø V2"ø V2"ø V2"ø V2"ø V2"ø V3"ø V3"ø V2"ø V3"ø V2"ø V2"ø V3"ø3"ø3"ø2"ø2"ø2"ø2"øWCO3"ø2"ø3"øWCO3"ø4"ø2"ø4"ø4"ø3"ø3"ø2"ø3"ø3"ø3"ø3"ø3"ø2"ø2"ø2"ø3"ø3"ø3"ø3"ø3"ø2"ø V2"ø V3"ø V2"ø V3"ø V2"ø V2"ø V2"ø V2"ø VECO4"ø4"øWCOPLUMBING NOTES1. NEW 4” CW LINE WITH BACKFLOW PREVENTER ABOVE GRADE. ROUTE PIPING FROM BACKFLOW PREVENTER THRU THE EXTERIOR WALL AND INTO THE STORAGE CLOSET. PROVIDE WITH VALVES AS REQUIRED BY DETAIL, 2” RUBA-TEX INSULATION WITH ALUMINUM JACKET, AND SUPPORTS AS REQUIRED. MAKE WALL PENETRATION AIR AND WATER TIGHT. COORDINATE WITH SITE UTILITY PLAN.2. MAKE FINAL CONNECTION TO EXISTING 2-1/2” CW PIPING AS REQUIRED. PROVIDE WITH ISOLATION VALVE AT CONNECTION.3. 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.4. 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.5. ROUTE NEW 4” SANITARY WASTE PIPING AS REQUIRED. FOR CONTINUATION SEE CIVIL SITE UTILITY DRAWING. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR FLOOR REMOVAL AND REPAIR OF FINISHES AS REQUIRED BY NEW WORK.6. MAKE FINAL CONNECTION TO EXISTING 3” VENT PIPING 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 Firm 12" = 1'-0"
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt
9/7/2017 7:01:21 AM
3-IB-P501PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
INBOUND - PLUMBING RISERS
07-14-2017
S120142INBOUND - DOMESTIC WASTER RISER1INBOUND - SANITARY WASTE RISERDAK
DAK
DAK
DM
AS NOTED
DAK
DAK
DAK
DM
AS NOTED 243165REFER TO FIXTURE SCHEDULE FOR FINAL CONNECTION SIZE TO FIXTURESREVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 44 4379CONFORMED SET
380CONFORMED SET
SWD
SWF
SWH
SWJ
SWK
SWL
SWM
SWN
SW18 SW21 SW22 SW24 SW26
SWC
SWE
SWG
SWP
SWQ
SWR
SW19 SW23 SW27
SW20 SW25
3-SW-P401
1
3-SW-P401
2
3"ø CD ABOVE GRADE
3"ø CD ABOVE
2 1/2"ø CD ABOVE
CO
CO
CO
CO
CO
HEAT TRACE ALL PIPING ABOVE
GRADE AND INSTALLED IN
UNCONDIITIONED SPACE - TYPICAL
HEAT TRACE ALL PIPING ABOVE
GRADE AND INSTALLED IN
UNCONDIITIONED SPACE - TYPICAL
3-SW-P402
1
CORRIDOR
S1-09
POD 3
S1-10
1
1
2 1/2"ø CD ABOVE
1 1/4"ø UP1 1/4"ø
1 1/4"ø UP
1 1/4"ø
2
3
4
2
3
4 5
5
PLUMBING NOTES
1. ROUTE CONDENSATE PIPING EXPOSED
ALONG BOTTOM OF SKYWALK. PROVIDE
WITH CLEANOUTS, INSULATION, HEAT TRACE
TAPE, AND ALUMINUM JACKET.
2.ROUTE CW PIPING DOWN FROM ABOVE,
ACROSS BOTTOM OF STRUCTURE TO
COLUMN AND DOWN TO 12" ABOVE
CONCRETE PEIR. PROVIDE SUPPORTS AS
REQUIRED.
3.PROVIDE 1" RUBA-TEX INSULATION WITH AN
ALUMINUM SERVICE JACKET ON ALL PIPING
RECEIVING HEAT TRACE TAPE.
4.PROVIDE SELF REGULATING HEAT TRACE
TAPE ALONG THE LENGHT OF PIPING
EXPOSED TO TEMPERATURES BELOW 45-
DEGREES F. BASIS OF DESIGN: CHROMALOX
MODEL SRF AT 3W/LF. COORDINATE
ELECTRICAL REQUIREMENTS WITH
ELECTRICAL CONTRACTOR.
5.MAKE FINAL CONNECTION TO DOMESTIC
WATER CABINET PROVIDED BY OTHERS 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.rvt9/19/2017 4:18:10 PM3-SW-P101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - SKYWALK POD 2, POD 3, &CORRIDOR - 1ST FLOOR - PLUMBING07-14-2017S12014 1/16" = 1'-0"1 FLOOR PLAN - SKYWALK POD 2, POD 3, & CORRIDOR - 1ST FLOOR - PLUMBING
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 3509-22-2017ADDENDUM 53
3
3
5
5
5
381
CONFORMED SET
382CONFORMED SET
SWD
SWF
SWH
SWJ
SWK
SWL
SWM
SWN
SW18 SW21 SW22 SW24 SW26
SWC
SWE
SWG
SWP
SWQ
SWR
SW19 SW23 SW27
SW20 SW25
3-SW-P403
1
3-SW-P403
2
SKYWAY POD 2
S2-03
CORRIDOR
S2-07
SKYWAY POD 3
S2-08
1 1/2"ø CW
1 1/2"ø CW
1 1/2"ø CW
1 1/2"ø CW
1 1/2"ø CW
1
2
1 1/4"ø 1 1/4"ø DN
1 1/4"ø DN
1 1/4"ø
ISOLATION
VALVE
ISOLATION
VALVE
PLUMBING NOTES
1. ROUTE CW PIPING ABOVE CEILING THRU
CORRIDOR.
2. ROUTE PIPING DOWN IN CHASE TO FLOOR
BELOW.
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.rvt9/19/2017 4:18:13 PM3-SW-P103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - SKYWALK POD 2, POD 3, &CORRIDOR - 2ND FLOOR - PLUMBING07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
SKYWALK
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTED 1/16" = 1'-0"1 FLOOR PLAN - SKYWALK POD 2, POD 3, & CORRIDOR - 2ND FLOOR - PLUMBING REVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 3509-22-2017ADDENDUM 53
3
5
5
383
CONFORMED SET
384CONFORMED SET
A20ANAMSW5SW4SW2SW1SW7SWASW3SWBHVACS1-02EXISTING STORAGE ROOMA1-44POD 1S1-01ELECTRICALS1-03ITS1-043"ø CD ABOVE GRADE3"ø CD DN3"ø CD UNDERGROUND3"ø CD UNDERGROUND3"ø CD3"ø CD3"ø CD3"ø CD3"ø CD UPBACKWATER VALVE IN VALVE BOXFD-1FCOWCOCO AT CEILINGINVERT -19" B.F.F.1236654PLUMBING NOTES1. ROUTE 3” CONDENSATE PIPING UP THRU SLAB. SEAL AIR AND WATER TIGHT. COORDINATE WITH MECHANICAL CONTRACTOR FOR LOCATION.2. FLOOR DRAIN FD-1 FOR CONDENSATE DISPOSAL. COORDINATE WITH MECHANICAL CONTRACTOR FOE LOCATION.3. BACKWATER VALVE IN VALVE BOX. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR SLAB REMOVAL AND REPAIR.4. ROUTE CONDENSATE PIPING, SIZE PER PLANS, EXPOSED DOWN EXTERIOR WALL. PROVIDE WITH RUBA-TEX INSULATION, SUPPORTS, AND ALUMINUM JACKET.5. ROUTE CONDENSATE PIPING EXPOSED ALONG BOTTOM OF SKYWALK. PROVIDE WITH CLEANOUTS, INSULATION, HEAT TRACE TAPE, AND ALUMINUM JACKET.6. ROUTE CONDENSATE PIPING AS SHOWN ON PLAN. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR SLAB REMOVAL AND REPAIR AS REQUIRED BY NEW WORK.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 7:01:59 AM
3-SW-P400PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
ENLARGED FLOOR PLAN - SKYWALK POD 1 - 1ST
FLOOR - PLUMBING
07-14-2017
S12014
DAK
DAK
DAK
DM
AS NOTED
DAK
DAK
DAK
DM
AS NOTED 1/4" = 1'-0"1ENLARGED FLOOR PLAN - SKYWALK POD 1- 1ST FLOOR - PLUMBINGREVISIONS
#DATE DESCRIPTION BY
4 09-08-2017 ADDENDUM 44
385CONFORMED SET
386CONFORMED SET
SW21SW24SWPSWQSWRSW19SW23SW27SW20SW25POD 3S1-10ITS1-113"ø CD UNDERGROUNDFCOCOCOORDINATE WITH AHU FOR FINAL LOCATIONCONDESNATE PUMP LOCATED IN 24" DIA x 30" DEEP SUMP PIT3-SW-CDP-21 1/2"ø CWSHUT-OFF VALVE -TYPICALBOP 8' - 10"2 1/2"ø CD ABOVE51234FD-153/4"ø1 1/2"ø3/4"ø3/4"øHB-3HB-32"ø CD2 1/2"ø CD2"ø CD UNDERGROUND3"ø CD UNDERGROUNDPLUMBING NOTES1. ROUTE CONDENSATE PIPING EXPOSED ALONG BOTTOM OF SKYWALK. PROVIDE WITH CLEANOUTS, INSULATION, HEAT TRACE TAPE, AND ALUMINUM JACKET.2. ROUTE CONDENSATE THRU SPACE TIGHT TO STRUCTURE. SEAL WALL PENETRATIONS AIR AND WATER TIGHT. PROVIDE RUBA-TEX INSULATION AND ALUMINUM JACKET WITHIN CONDITIONED SPACE.3. PROVIDE SUMP PIT FOR CONDENSATE PUMP. REFER TO SCHEDULE FOR CAPACITIES AND DETAILS FOR INSTALLATION.4. ROUTE DISCHARGE PIPING FROM PUMP UNDERGROUND TO EXTERIOR WALL AND UP WALL THEN OVER TO CONDENSATE RISER. MAKE FINAL CONNECTION TO RISER AND PUMP AS REQUIRED. PROVIDE WITH INSULATION AND ALUMINUM JACKET.5. FLOOR DRAIN FD-2 FOR CONDENSATE DISPOSAL. COORDINATE WITH MECHANICAL CONTRACTOR FOE LOCATION.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 7:02:04 AM
3-SW-P402PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
ENLARGED FLOOR PLAN - SKYWALK POD 3 - 1ST
FLOOR - PLUMBING
07-14-2017
S12014
DAK
DAK
DAK
DM
AS NOTED
DAK
DAK
DAK
DM
AS NOTED 1/4" = 1'-0"1ENLARGED FLOOR PLAN - SKYWALK POD 3- 1ST FLOOR - PLUMBINGREVISIONS
#DATE DESCRIPTION BY
3 08-25-2017 ADDENDUM 3
4 09-08-2017 ADDENDUM 4 34387CONFORMED SET
388CONFORMED SET
389CONFORMED SET
390CONFORMED SET
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.391CONFORMED SET
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 070809392CONFORMED SET
61646266271091441451461472433433521821923423930130230331331469CCTV EXISTING AND DEMO 1ST FLOORPLAN3-TA116 NORTH1CCTV EXISTING AND DEMO 1ST FLOOR PLAN1/16" = 1'-0"3-TA1165555 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 070809393CONFORMED SET
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 070809394CONFORMED SET
482812516567327691654952326135014169CCTV EXISTING AND DEMO 2ND FLOORPLAN3-TA126 NORTH1CCTV EXISTING AND DEMO 2ND FLOOR PLAN1/16" = 1'-0"3-TA1265555 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 070809395CONFORMED SET
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 070809396CONFORMED SET
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 AREAA1-42ELEVATOR 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 RISERS1-04AAWW COMM ROOM(AWW)COMM ROOM A+(A+)COMM ROOM A(A)COMM ROOM POD 1(P1)P1109P1107P1106P1104P1103A110A109P1102P1101A119A118A107A106A105A104A102A101A115A114A113A117A116A112A111P1108P1105A108A103A120P1110A121P1111CCTV PROPOSED 1ST FLOOR PLAN3-TA216 NORTH1CCTV PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"3-TA2165555 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 070809397CONFORMED SET
POD 1S1-01POD 2S1-06CORRIDORS1-05ELECTRICALS1-03ITS1-04ITS1-0813'-0"RESTROOMS1-07HVACS1-02FIRE RISERS1-04ACOMM ROOM POD 1(P1)COMM ROOM POD 2(P2)P2103P2102P2101P1109P1107P1106P1108P1105P1110P2104P1111CCTV PROPOSED 1ST FLOOR PLAN3-TA217 NORTH1CCTV PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"3-TA2175555 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 070809398CONFORMED SET
POD 3S1-10CORRIDORS1-09ITS1-11CORRIDORS1-09COMM ROOM POD 3(P3)P3103P3102P3104P3101CCTV PROPOSED 1ST FLOOR PLAN3-TA219 NORTH1CCTV PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"3-TA2195555 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 070809399CONFORMED SET
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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 070809400CONFORMED SET
18"EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-05KIDS PLAY AREAA2-06SKYWAY POD 1S2-01SECURITY EXITA2-08LOBBYA2-09ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10CONCESSIONA2-07COMM ROOM W(W)COMM ROOM Y(Y)Y202Y203Y205Y207Y201Y206Y208Y204Y209Y210Y211360° + PTZ CAMERA.SEE SYMBOL LEGENDSHEET TA001.Y212Y213Y214CCTV PROPOSED 2ND FLOOR PLAN3-TA226 NORTH1CCTV PROPOSED 2ND FLOOR PLAN1/16" = 1'-0"3-TA2265555 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 070809401CONFORMED SET
SKYWAY POD 1S2-01CORRIDORS2-02SKYWAY POD 2S2-03COMM ROOM POD 2 (P2)LOCATED ON FIRST FLOORY207P2208P2207P2204Y208P2205P2206Y209Y210Y211360° + PTZ CAMERA.SEE SYMBOL LEGENDSHEET TA001.3P2209CCTV PROPOSED 2ND FLOOR PLAN3-TA227 NORTH1CCTV PROPOSED 2ND FLOOR PLAN1/16" = 1'-0"3-TA2275555 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 070809402CONFORMED SET
CORRIDORS2-07SKYWAY POD 3S2-08COMM ROOM POD 3 (P3)LOCATED ON FIRST FLOORP2202P3210P2201P3211P3209P3208P3206P3204P3202P3201P2203P3207P3203P3205P2210P2211CCTV PROPOSED 2ND FLOOR PLAN3-TA229 NORTH1CCTV PROPOSED 2ND FLOOR PLAN1/16" = 1'-0"3-TA2295555 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 070809403CONFORMED SET
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 DETAILS404CONFORMED SET
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 SECTOR405CONFORMED SET
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 070809406CONFORMED SET
COMMRM AAWWCOMMCOMMRM A+16421638EL8 L1144516281661C8C9163416361635DTC08DTC09DTC09DTC09DTC10DTC10DTC10DTC11DTC11ACS EXISTING AND DEMO 1ST FLOOR PLAN3-TY116 NORTH1ACS EXISTING AND DEMO 1ST FLOOR PLAN1/16" = 1'-0"3-TY1165555 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 070809407CONFORMED SET
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 070809408CONFORMED SET
EL8COMMRM WDTC2726222608DTC232624260226682665#DOR =#RDR =#RQE = M8 DTC #276111DTC27DTC27DTC27DTC27DTC27DTC27COMMRM YCOMYDTC10ACS EXISTING AND DEMO 2ND FLOOR PLAN3-TY126 NORTH1ACS EXISTING AND DEMO 2ND FLOOR PLAN1/16" = 1'-0"3-TY1265555 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 070809409CONFORMED SET
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
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B1-37EXISTING MENS ROOMB1-38EXISTIN
G
J
A
N
I
T
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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
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A1-05WOMENS ROOMA1-04JANI
T
O
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A1-03MENS ROOMA1-02FAMILY RESTROOMA1-01EXISTING ITA1-14EXIS
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I
N
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A1-15ELEVATOR 1A1-1
1
MENS R
O
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A1-17WOMENS ROOMA1-18ELEV
A
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A1-13EXIST
I
N
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C
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A
N
I
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A
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A1-19
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I
N
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A1-20CORRIDORA1-16IT L
A
B
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A
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A1-21IT OFFICE 2A1-24
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7
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A
N
I
C
A
L
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A1-33OPEN
W
O
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K
A
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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
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C
L
A
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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
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2
B1-59CANOPY 1B1-58LOAD
I
N
G
D
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LD-1COOLERLD-3
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LD-2HVACLD-4 OFFICELD-6RESTROOMLD-7
STORAGELD-9 BADG
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LD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORR
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LD-14ARMSLD-15IT LD-16RESTROOMLD-13SHOWERLD-12
STORAGELD-17OFFICEB1-28
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CORRIDOR S1-05CORRIDORS1-09ELEV
A
T
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2
A1-12FAMILY RESTROOMB1-46
STOR
A
G
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B1-47CORR
I
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B1-51OFFI
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5
B1-14BAG RUNWAYB1-03
BAGGAGE ENCLOSUREB1-08ELEVATORFP2-2
3
SCREENING EXPANSION 1ST FLOORFP1-01STAIR
S
FP1-04OFFIC
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1
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A1-32OPEN WORK AREAA1-26IT ROOMA1-5
0 13'-0"OFFICE
S
/
I
T
R
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BC3-05FAMILY RESTROOMBC3-04
FAMIL
Y
R
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T
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BC3-03STORAGEBC3-
0
2STORAGEBC3-01HVAC BC3-07RESTROOMS1-07 HVAC S1-02
FIRE
R
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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 070809410CONFORMED SET
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 AREAA1-42ELEVATOR 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 RISERS1-04A1628A141A143C9DTC10C10DTC08DTC11.1DTC11.1#DOR =#RDR =#RQE = M8 DTC 11.1443NA106ADTC11.1A106DTC11.1A134AA133DTC11DTC11DTC11DTC11S104DTC11.1S101ADTC11.1A134DTC11NNNNNNNNNNNNAWW COMM ROOM(AWW)COMM ROOM A+(A+)COMM ROOM A(A)COMM ROOM POD 1(P1)A121DTC11NLS EGRESSLS EGRESSLS EGRESSLS EGRESSLS EGRESSLS EGRESSLS EGRESSLS EGRESSLS EGRESSS101BDTC11.1NACS PROPOSED 1ST FLOOR PLAN3-TY216 NORTH1ACS PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"3-TY2165555 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 070809411CONFORMED SET
POD 1S1-01POD 2S1-06CORRIDORS1-05ELECTRICALS1-03ITS1-04ITS1-0813'-0"RESTROOMS1-07HVACS1-02FIRE RISERS1-04A#DOR =#RDR =#RQE = M8 DTC 11.27110DTC11.1#DOR =#RDR =#RQE = M8 DTC 11.1443NS104DTC11.1S108DTC11.2S101ADTC11.1NNNCOMM ROOM POD 1(P1)COMM ROOM POD 2(P2) EGRESSS101BDTC11.1NACS PROPOSED 1ST FLOOR PLAN3-TY217 NORTH1ACS PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"3-TY2175555 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 070809412CONFORMED SET
POD 3S1-10CORRIDORS1-09ITS1-11CORRIDORS1-09#DOR =#RDR =#RQE = M8 DTC 11.3222NS111DTC11.3NCOMM ROOM POD 3(P3)ACS PROPOSED 1ST FLOOR PLAN3-TY219 NORTH1ACS PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"3-TY2195555 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 070809413CONFORMED SET
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
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B1-19EXISTING MECHANICALB1-36EXIST
I
N
G
W
O
M
E
N
S
R
O
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B1-37EXISTING MENS ROOMB1-38EXISTIN
G
J
A
N
I
T
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R
B1-42EXISTIN
G
I
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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
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A1-05WOMENS ROOMA1-04JANI
T
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A1-03MENS ROOMA1-02FAMILY RESTROOMA1-01EXISTING ITA1-14EXIS
T
I
N
G
I
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A1-15ELEVATOR 1A1-1
1
MENS R
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A1-17WOMENS ROOMA1-18ELEV
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A1-13EXIST
I
N
G
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C
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A
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I
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A
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A1-19
EXIST
I
N
G
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A1-20CORRIDORA1-16IT L
A
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A
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A1-21IT OFFICE 2A1-24
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7
MECH
A
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I
C
A
L
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A1-33OPEN
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A
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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
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B
A
G
G
A
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C
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A
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A1-06POD 2 S1-06POD 3S1-10RESTROOMA1-48RESTROOMA1-49
CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGG
A
G
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A
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3
FP1-03KITCHENBC3-06
CANOP
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2
B1-59CANOPY 1B1-58LOAD
I
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LD-1COOLERLD-3
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LD-2HVACLD-4 OFFICELD-6RESTROOMLD-7
STORAGELD-9 BADG
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LD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORR
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LD-14ARMSLD-15IT LD-16RESTROOMLD-13SHOWERLD-12
STORAGELD-17OFFICEB1-28
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CORRIDOR S1-05CORRIDORS1-09ELEV
A
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2
A1-12FAMILY RESTROOMB1-46
STOR
A
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B1-47CORR
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B1-14BAG RUNWAYB1-03
BAGGAGE ENCLOSUREB1-08ELEVATORFP2-2
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SCREENING EXPANSION 1ST FLOORFP1-01STAIR
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FP1-04OFFIC
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A1-32OPEN WORK AREAA1-26IT ROOMA1-5
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BC3-03STORAGEBC3-
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2STORAGEBC3-01HVAC BC3-07RESTROOMS1-07 HVAC S1-02
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FP-06MECHANICAL ROOMA1-51 FIRE RISERS1-04ASECURITY EXITFIS-14ITFIS-1
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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 070809414CONFORMED SET
18"EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-05KIDS PLAY AREAA2-06SKYWAY POD 1S2-01SECURITY EXITA2-08LOBBYA2-09ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10CONCESSIONA2-07DTC27S201DTC27DTC27COMYN2668ADTC27NNS201ADTC27NCOMM ROOM W(W)COMM ROOM Y(Y)LS EGRESSLS EGRESSLS EGRESSLS EGRESSACS PROPOSED 2ND FLOOR PLAN3-TY226 NORTH1ACS PROPOSED 2ND FLOOR PLAN1/16" = 1'-0"3-TY2265555 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 070809415CONFORMED SET
SKYWAY POD 1S2-01CORRIDORS2-02SKYWAY POD 2S2-03S203S201DTC27DTC11.2N2668ADTC27NNS201ADTC27NCOMM ROOM POD 2 (P2)LOCATED ON FIRST FLOORLS EGRESSLS EGRESSACS PROPOSED 2ND FLOOR PLAN3-TY227 NORTH1ACS PROPOSED 2ND FLOOR PLAN1/16" = 1'-0"3-TY2275555 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 070809416CONFORMED SET
CORRIDORS2-07SKYWAY POD 3S2-08J004S207BJ003S208J002J001S207ADTC11.2DTC11.2DTC11.3DTC11.3DTC11.3DTC11.2DTC11.2JETWAY 1JETWAY 4JETWAY 2JETWAY 3S207CDTC11.3NNNNNNNNCOMM ROOM POD 3 (P3)LOCATED ON FIRST FLOORS209ADTC11.3NLS EGRESSACS PROPOSED 2ND FLOOR PLAN3-TY229 NORTH1ACS PROPOSED 2ND FLOOR PLAN1/16" = 1'-0"3-TY2295555 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 070809417CONFORMED SET
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 SHEET3418CONFORMED SET
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 SHEET3419CONFORMED SET
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 SHEET3420CONFORMED SET
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 SHEET3421CONFORMED SET
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 DETAILS422CONFORMED SET
PHASE DOOR NUMBER FLOORAREACOMM ROOM CONTROLLER DOOR TYPEDETAIL TYPESCRAMBLE PADS DELAYED EGRESS MAGNETIC CONTACTS3-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# 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.GRAPHIC7/14/20172015.128.01THE 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.3162816AA-M8-1 DOUBLE DOORC2023A14116AA-M8-1SINGLE DOORB2 1 13A134A16AA-M8-1SINGLE DOORA2013A12516AA-M8-1SINGLE DOORA2013A12116AA-M8-1SINGLE DOORA2013A134A16AA-M8-2 BAGGAGE DOORGAS REQUIRED013C916AA-M8-2 BAGGAGE DOORGAS REQUIRED013C1016AA-M8-2 BAGGAGE DOORGAS REQUIRED013A120A16AA-M8-3 DOUBLE DOORC2023A10616AA-M8-3SINGLE DOORA2013A106A16AA-M8-3 ROLL-UP DOORI1013A14316AA-M8-3 DOUBLE DOORC2023COMY26AA-M8-3SINGLE DOORA2013S101A16P1P1-M8-1 SINGLE DOORA2013A101B16P1P1-M8-1DOUBLE DOORC2023S10416P1P1-M8-1SINGLE DOORA2013S20126P1P1-M8-2 SINGLE DOORB2 1 13S201A26P1P1-M8-2 ROLL-UP DOORI10132668A26P1P1-M8-2 DOUBLE DOORD2 2 23S10817P2P2-M8-1 SINGLE DOORA2013S20327 P2P2-M8-1 DOUBLE DOORD2 2 23J00129P2P2-M8-1 SINGLE DOORA2013S207A29P2P2-M8-1 SINGLE DOORA2013S11119P3P3-M8-1 SINGLE DOORA2013J00429P3P3-M8-1 SINGLE DOORA2013S207B29P3P3-M8-1 SINGLE DOORA2013S207C29P3P3-M8-1 DOUBLE DOORD2 2 23S209A29P3P3-M8-2 SINGLE DOORA2013J00229P3P3-M8-2 SINGLE DOORA2013J00329P3P3-M8-2 SINGLE DOORA2013S20829P3P3-M8-2 SINGLE DOORA201ADDENDUM #38/25/1713SDNEW SHEET423CONFORMED SET
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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\1-SFB02 3-TA000.dwgJuly 2017ISSUED FOR BID3-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.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 SPEAKERSYSTEM 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 SYSTEMBPBOARDING 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 PROVIDED WITHAN ACCESS PANEL. COORDINATE LOCATION OF ACCESS PANELS WITH ARCHITECTS.EACH CAMERA TO BE PROVIDED WITH (1) CAT 6 UTP.424CONFORMED SET
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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\1-SFB02 3-TA001.dwgJuly 2017ISSUED FOR BID3-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, AND COORDINATETHOSELOCATIONS 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:425CONFORMED SET
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FIRE RISER ROOMLD-22SHEET: 3-TD101SHEET: 3-TD102SHEET: 3-TD105SHEET: 3-TD103SHEET: 3-TD106SHEET: 3-TD106SHEET: 3-TD104N.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYN.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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD100.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMOVERALL FIRST FLOOR PLANSCALE: 1/64" = 1'3-TD100STRUCTURED CABLING SYSTEMOVERAL FIRST FLOOR PLANAS NOTED426CONFORMED SET
RoomB1-00REFER TO SHEET: 3-TD101REFER TO SHEET: 3-TD102EXISTING RACK LOCATIONEXISTING CONTROL CENTERTHIS AREA IS NOT IN CONTRACT FOR PHASE 3,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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD101.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TD101STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTED427CONFORMED SET
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: 3-TD102REFER TO SHEET: 3-TD103REFER TO SHEET: 3-TD102REFER TO SHEET: 3-TD103REFER TO SHEET: 3-TD101REFER TO SHEET: 3-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-CRTHIS AREA IS NOT IN CONTRACT FOR PHASE 3,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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD102.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TD102STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTED428CONFORMED SET
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: 3-TD102REFER TO SHEET: 3-TD103REFER TO SHEET: 3-TD105REFER TO SHEET: 3-TD103REFER TO SHEET: 3-TD103REFER TO SHEET: 3-TD104REFER TO SHEET: 3-TD103REFER TO SHEET: 3-TD104REFER TO SHEET: 3-TD102REFER TO SHEET: 3-TD103EXISTING SANFORD AIRPORT AUTHORITY / CBPCOMM ROOM C2(1-C2-CR)EXISTING COMM ROOM B(1-B-CR)THIS AREA IS NOT IN CONTRACT FOR PHASE 3,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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD103.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TD103STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTED429CONFORMED SET
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)NEW COMM ROOM A1(1-A1-CR)1C1-A1-CREV12C1-A1-CREV22C1-A1-CREV22C1-A1-CREV21C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC2C1-AW-CRWS2C1-AW-CRWS2C1-AW-CRWS2C1-AW-CR1-AW-CR2C1-AW-CRWS2C1-AW-CRWS2C1-AW-CRWS1C1-A1-CRAPO1C1-A1-CRAPO1C1-A1-CRACS1C1-A1-CREV11C1-A1-CREV11C1-A1-CREV1NEW COMM ROOM PD1(1-PD1-CR)13-TD30213-TD30233-TD30213-TD3041C1-A1-CRDA2C1-A1-CREV12C1-A1-CREV11C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2CC2C1-AW-CRC2CC2C1-AW-CRC2C1-AW-CRC2C1-AW-CRC2C1-AW-CRC2C1-AW-CRC2C1-AW-CRC2C1-AW-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-A1-CRC2C1-AW-CRC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSC1C1-A1-CRSCREFER TO SHEET: 3-TD103REFER TO SHEET: 3-TD104REFER TO SHEET: 3-TD103REFER TO SHEET: 3-TD104REFER TO SHEET: 3-TD104REFER TO SHEET: 3-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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD104.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TD104STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTED430CONFORMED SET
IT ROOMA1-50REFER TO SHEET: 3-TD105REFER TO SHEET: 3-TD10334NEW BLOCK HOUSE COMM ROOM(1-BH-CR)THIS AREA IS NOT IN CONTRACT FOR PHASE 3,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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD105.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TD105STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTED431CONFORMED SET
POD 2S1-06CORRIDORS1-09ITS1-08RESTROOMS1-07NEW COMM ROOM JT(1-JT-CR)1C1-JT-CRSC1C1-JT-CRSC1C1-JT-CRACS33-TD3041C1-JT-CRSC2C1-JT-CRC1C1-JT-CRSCREFER TO SHEET: 3-TD104REFER TO SHEET: 3-TD106REFER TO SHEET: 3-TD106 PART 2REFER TO SHEET: 3-TD106 PART 1POD 3S1-10CORRIDORS1-09ITS1-11CORRIDORS1-09NEW PD3 COMM ROOM(1-PD3-CR)1C1-PD3-CRSC1C1-PD3-CRSC1C1-PD3-CRSC1C1-PD3-CRACS13-TD3052C1-JT-CRC1C1-PD3-CRSCREFER TO SHEET: 3-TD106 PART 2REFER TO SHEET: 3-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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD106.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TD106STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTED432CONFORMED SET
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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D107 NEW COMM ROOM1-LD1-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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD107.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TD107STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDTHIS AREA IS NOT IN CONTRACT FOR PHASE 3,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.433CONFORMED SET
Table
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Table
Table
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TDC/CATTDC/CAT
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O
M
FP2-16Room FP2-17OFFICE FP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-2
2
ELEV
A
T
O
R
FP2-23STAIRSFP1-
0
4
SAA ITB2-09
JANI
T
O
R
B2-06EXPANDED SCREENING AREAB2-14SECURITY CHECKPOINT SCREENINGB2-12
OPPS DIRECTOR OFFICEB2-11A
LOST
A
N
D
F
O
U
N
D
B2-11B121'-1"ITB2-20
SHEET: 3-TD201SHEET: 3-TD202SHEET: 3-TD205SHEET: 3-TD203SHEET: 3-TD206SHEET: 3-TD206SHEET: 3-TD204N.I.C.N.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYN.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYN.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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD200.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'3-TD200STRUCTURED CABLING SYSTEMOVERAL SECOND FLOOR PLANAS NOTED434CONFORMED SET
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"ITB2-20NEWTSA COMM ROOM(NOT IN SCOPE)NEW COMM ROOM H2(2-H2-CR)EXISTING COMM ROOM H1(2-H1-CR)0 SWITCHESEXISTING COMM ROOM H(2-H-CR)NEW COMM ROOM G(2-G-CR)THIS AREA IS NOT IN CONTRACT FOR PHASE 3,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.REFER TO SHEET: 3-TD202REFER TO SHEET: 3-TD203REFER TO SHEET: 3-TD202REFER TO SHEET: 3-TD203REFER TO SHEET: 3-TD201REFER TO SHEET: 3-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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD202.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'3-TD202STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTED435CONFORMED 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 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: 3-TD202REFER TO SHEET: 3-TD203REFER TO SHEET: 3-TD205REFER TO SHEET: 3-TD203REFER TO SHEET: 3-TD203REFER TO SHEET: 3-TD204REFER TO SHEET: 3-TD203REFER TO SHEET: 3-TD204REFER TO SHEET: 3-TD202REFER TO SHEET: 3-TD203EXISTING COMM ROOM D(2-D-CR)EXISTING COMM ROOM D1(2-D1-CR)EXISTING COMM ROOM I(2-I-CR)3-THIS AREA IS NOT IN CONTRACT FOR PHASE 3,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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD203.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'3-TD203STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTEDGENERAL NOTES:1.COORDINATE ALL TSA DROPS WITH THE TSA FOR CABLING REQUIREMENTS AND FINAL TERMINATION LOCATIONS.436CONFORMED SET
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)1C1-PD1-CREV12C1-PD1-CREV21C1-PD1-CRSC1C1-PD1-CRSC1C1-PD1-CRSC1C1-PD1-CRSC1C1-PD1-CRSC1C1-PD1-CRSC1C1-PD1-CRSC1C1-PD1-CRAPO2C1-PD1-CREV22C1-PD1-CREV233-TD30813-TD3091C2-W-CRDA1C1-PD1-CREV11C1-PD1-CRSC1C1-PD1-CRSC1C1-PD1-CRSC1C1-PD1-CRSC1C1-PD1-CRSC2C1-PD1-CREV12C1-PD1-CREV14C1-PD1-CRC4C1-PD1-CRC1C1-PD1-CRSC1C1-PD1-CRSC1C1-PD1-CRSC1C1-PD1-CRSCREFER TO SHEET: 3-TD203REFER TO SHEET: 3-TD204REFER TO SHEET: 3-TD203REFER TO SHEET: 3-TD204REFER TO SHEET: 3-TD204REFER TO SHEET: 3-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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD204.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'3-TD204STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTED437CONFORMED SET
SKYWAY POD 2S2-03CORRIDORS2-07REFER TO SHEET: 3-TD204REFER TO SHEET: 3-TD206REFER TO SHEET: 3-TD206 PART 2REFER TO SHEET: 3-TD206 PART 11C1-JT-CRSC1C1-JT-CRSC1C1-JT-CRSC1C1-JT-CRSC1C1-JT-CRSC4C1-JT-CRBP1C1-JT-CRDA1C1-JT-CRSC2C1-PD1-CRC1C1-JT-CRSC1C1-JT-CRSC1C1-JT-CRSCCORRIDORS2-07SKYWAY POD 3S2-08REFER TO SHEET: 3-TD206 PART 2REFER TO SHEET: 3-TD206 PART 11-JT-CR1C1-PD3-CRSC1C1-PD3-CRSC1C1-PD3-CRSC1C1-PD3-CRSC1C1-PD3-CRSC1C1-PD3-CRSC1C1-PD3-CRSC1C1-PD3-CRSC1C1-PD3-CRSC1C1-PD3-CRSC1C1-PD3-CRSC4C1-PD3-CRBP4C1-PD3-CRBP4C1-PD3-CRBP1C1-PD3-CRDA2C1-PD1-CRC2C1-PD1-CRC2C1-PD1-CRC2C1-PD1-CRC1CSC1CSCHILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD206.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'3-TD206STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTED438CONFORMED SET
EXISTING ITA1-20CORRIDORA1 16EXISTING ITA1-14EXISTING ITA1-15D BAGGAGE CLAIMA1 06ELEVATOR 2A1-12COPPERCOPPERR1R2R3R6R4R5BOGEN PANEL6 STRAND TOCOMMUNICATIONROOMSIMPLEXAPSNEW COMM ROOM A1(1-A1-CR)EXISTING COMM ROOM A(1-A-CR)2 POST RACK(TYPICAL)INCOMING CONDUITNEW GROUNDINGBUSBAR18" LADDER RACK(TYPICAL)33-TD30223-TD302R1R2DOOR SWING NEEDSTO BE FLIPPED TOALLOW FORADEQUATE SPACE FOREQUIPMENTRACK5CORE LAYER SWITCH(EXISTING)ACCESS LAYERSWITCH (EXISTING)FIBER SHELF (EXISTING)CORE LAYER SWITCH(NEW)EXISTINGPATCH PANELSCABLEDISTRIBUTIONRACK1EQUIPMENTRACK2FIBER SHELFPOWER DISTRIBUTION24 PT PATCH PANEL(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)ACCESS LAYER SWITCH (NEW)DAS EXPANSION HUB (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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD302.dwgJuly 2017ISSUED FOR BID4DETAIL - LEVEL 1EXISTING/EXPANDED AWW COMMUNICATIONS ROOM AW (1-AW-CR) LAYOUTSCALE: NOT TO SCALE3-TD302EXISTING COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED1DETAIL - LEVEL 1EXISTING COMMUNICATIONS ROOM A (1-A-CR) AND NEW COMMUNICATIONS ROOM A1 (1-A1-CR) LAYOUTSCALE: NOT TO SCALE3DETAIL - LEVEL 1EXISTING / EXPANDED COMMUNICATIONS ROOM A1 (1-A1-CR) RACK ELEVATIONSCALE: NOT TO SCALEDEDICATED AIRPORTS WORLDWIDE (AWW) ADMINISTRATION COMMUNICATIONS ROOM.NO NEW COMMUNICATIONS EQUIPMENT SHALL BE LOCATED IN THIS ROOM.FLOOR PLAN IS SHOWN FOR INFORMATION ONLY.2DETAIL - LEVEL 1EXISTING / EXPANDED COMMUNICATIONS ROOM A (1-A-CR) RACK ELEVATIONSCALE: NOT TO SCALE439CONFORMED SET
ITS1-08INCOMING CONDUIT18" LADDER RACK(TYPICAL)NEW GROUNDING BUS BAR2 POST RACK(TYPICAL)43-TD304ITS1-04FIRE RISERS1-04AINCOMING CONDUIT18" LADDER RACK(TYPICAL)2 POST RACK(TYPICAL)NEW GROUNDING BUS BAR23-TD304CABLEDISTRIBUTIONRACKEQUIPMENTRACKFIBER SHELFPOWER DISTRIBUTION24 PT PATCH PANEL(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)DAS EXPANSION HUBACCESS LAYER SWITCH (NEW)CABLEDISTRIBUTIONRACKEQUIPMENTRACKFIBER 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD304.dwgJuly 2017ISSUED FOR BID3DETAIL - LEVEL 1NEW COMMUNICATIONS ROOM JT (1-JT-CR) LAYOUTSCALE: NOT TO SCALE4DETAIL - LEVEL 1NEW COMMUNICATIONS ROOM JT (1-JT-CR) RACK ELEVATIONSCALE: NOT TO SCALE3-TD304NEW COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED1DETAIL - LEVEL 1NEW COMMUNICATIONS ROOM PD1 (1-PD1-CR) LAYOUTSCALE: NOT TO SCALE2DETAIL - LEVEL 1NEW COMMUNICATIONS ROOM PD1 (1-PD1-CR) RACK ELEVATIONSCALE: NOT TO SCALE440CONFORMED SET
OSOSOSREF.DWBREAK ROOMLD-21CORRIDORLD-14RESTROOMLD-131218" LADDER RACK(TYPICAL)2 POST RACK(TYPICAL)INCOMING CONDUITNEW GROUNDINGBUS BAR43-TD302ITS1-11INCOMING CONDUIT18" LADDER RACK(TYPICAL)2 POST RACK(TYPICAL)NEW GROUNDING BUS BAR23-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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD305.dwgJuly 2017ISSUED FOR BID3DETAIL - LEVEL 1NEW COMMUNICATIONS ROOM LD1 (1-LD1-CR) LAYOUTSCALE: NOT TO SCALE4DETAIL - LEVEL 1NEW COMMUNICATIONS ROOM LD1 (1-LD1-CR) RACK ELEVATIONSCALE: NOT TO SCALE3-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 CONTRACT441CONFORMED SET
EXISTING MECHANICALA2-03SIMPLEXCOPPERAPSR123-TD308R1COPPERHIRSCH MODEL 843-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)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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD308.dwgJuly 2017ISSUED FOR BID1DETAIL - LEVEL 2EXISTING COMMUNICATIONS ROOM I (2-I-CR) LAYOUTSCALE: NOT TO SCALE2DETAIL - LEVEL 2EXISTING COMMUNICATIONS ROOM I (2-I-CR) RACK ELEVATIONSCALE: NOT TO SCALE3-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 CONTRACT442CONFORMED SET
EXISTING IT ROOMA2-10HILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD309.dwgJuly 2017ISSUED FOR BID3-TD309EXISTING COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED1DETAIL - LEVEL 2EXISTING COMMUNICATIONS ROOM Y (2-Y-CR) LAYOUTSCALE: NOT TO SCALEALL EQUIPMENT IN THE ROOM WILL BE RELOCATED.NO NEW COMMUNICATIONS EQUIPMENT SHALL BELOCATED IN THE ROOM.443CONFORMED SET
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)COMMROOM PD1(NEW)COMMROOM JT(NEW)COMMROOMBLOCK HOUSE(NEW)TOSTRUCTURALGROUND(TYPICAL)TOELECTRICALGROUND(TYPICAL)COMMROOM PD3(NEW)TELECOMMUNICATIONSGROUNDING BAR (TYPICAL)COMMROOM LD1(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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD400.dwgJuly 2017ISSUED FOR BID1DETAIL - TYPICALTELECOMMUNICATIONS GROUNDING BUSBARSCALE: NOT TO SCALE3-TD400STRUCTURE CABLING SYSTEMTELECOM GROUNDING RISER DIAGRAMAS NOTED444CONFORMED SET
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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\2-SFB02 3-TD401.dwgJuly 2017ISSUED FOR BID3-TD401FIBER RISER DIAGRAMCOMMUNICATIONS ROOM LOGIC DIAGRAMAS NOTED445CONFORMED SET
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 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)ACCESS SWITCH(COMM ROOM A)(N)(E)MMMMMMMMMMMMMMMMSMMMSMMM(N)(N)(E)(E)(E)ACCESS SWITCH(COMM ROOM LD1)114112212212221441SM(N)CORE SWITCH(COMM ROOM D)(N)SM(E)(E)(N)122(E)113333333ACCESS SWITCH(COMM ROOM PD 1)ACCESS SWITCH(COMM ROOM JT)ACCESS SWITCH(COMM ROOM PD 3)(N)SM12ACCESS SWITCH(COMM ROOM A1)(N)31SM(N)(N)(N)ACCESS SWITCH(COMM ROOM A1)(N)1SM3111HILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\3-SFB02 3-TN001.dwgJuly 2017ISSUED FOR BID3-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 FIBER4446CONFORMED SET
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 LD1)SM(N)1111221221221221ACCESS SWITCH(COMM ROOM G)SM(N)1CORE SWITCH(COMM ROOM D)(N)122(E)133333333ACCESS SWITCH(COMM ROOM PD 1)ACCESS SWITCH(COMM ROOM JT)ACCESS SWITCH(COMM ROOM PD 3)SM(N)(N)(N)ACCESS SWITCH(COMM ROOM A1)(N)1SM111HILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\3-SFB02 3-TN002.dwgJuly 2017ISSUED FOR BID3-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 FIBER3447CONFORMED SET
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)ACCESS SWITCH(COMM ROOM A)(N)(E)MMMMMMMMMMMMMMMMSMMMSMMM(N)(N)(E)(E)(E)(E)(E)1111221221222113CORE SWITCH(COMM ROOM D)(N)122(E)111333333(N)ACCESS SWITCH(COMM ROOM PD 1)ACCESS SWITCH(COMM ROOM JT)ACCESS SWITCH(COMM ROOM PD 3)12(N)(N)(N)ACCESS SWITCH(COMM ROOM A1)(N)1SMACCESS SWITCH(COMM ROOM A1)(N)1SM2HILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\3-SFB02 3-TN003.dwgJuly 2017ISSUED FOR BID3-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 FIBER3448CONFORMED SET
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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\4-SFB02 3-TT001.dwgJuly 2017ISSUED FOR BID3-TT001TELEPHONY SYSTEMLOGIC DIAGRAMAS NOTED449CONFORMED SET
UNKRESTRICTEDAREAKEEPOUT
REF.UPUPDWEXISTING ELECTRICALB1-19OPEN
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A
FIRE RISER ROOMLD-22111NEWCOMM 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)SHEET: 3-TC101SHEET: 3-TC102SHEET: 3-TC105SHEET: 3-TC103SHEET: 3-TC106SHEET: 3-TC106SHEET: 3-TC104N.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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\5-SFB02 3-TC100.dwgJuly 2017ISSUED FOR BID 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:3-TC100DASOVERAL FIRST FLOOR PLANAS NOTED450CONFORMED SET
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 RISERS1-04A11EXISTINGCOMM ROOM A(1-A-CR)EXISTING / EXPANDEDAWW COMM ROOM(1-AW-CR)NEWCOMM ROOM A1(1-A1-CR)NEWCOMM ROOM PD1(1-PD1-CR)1-A1-CRREFER TO SHEET: 3-TC103REFER TO SHEET: 3-TC104REFER TO SHEET: 3-TC103REFER TO SHEET: 3-TC104REFER TO SHEET: 3-TC104REFER TO SHEET: 3-TC106HILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\5-SFB02 3-TC104.dwgJuly 2017ISSUED FOR BID NORTH1DASPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TC104DASPARTIAL 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.451CONFORMED SET
POD 2S1-06CORRIDORS1-09ITS1-08RESTROOMS1-071NEWCOMM ROOM JT(1-JT-CR)REFER TO SHEET: 3-TC104REFER TO SHEET: 3-TC106REFER TO SHEET: 3-TC106 PART 2REFER TO SHEET: 3-TC106 PART 1POD 3S1-10CORRIDORS1-09ITS1-11CORRIDORS1-091NEWCOMM ROOM PD3(1-PD3-CR)REFER TO SHEET: 3-TC106 PART 2REFER TO SHEET: 3-TC106 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\5-SFB02 3-TC106.dwgJuly 2017ISSUED FOR BID NORTH1DASPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TC106DASPARTIAL 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.452CONFORMED SET
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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TDC/CATTDC/CAT
TDC/CA
T
TDC/C
A
T
TDC/CAT
TDC/CA
T
TDC/CA
TTDC/CAT
AVS
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3
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A
B
I
N
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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
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O
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B2-04MENS ROOMB2-05RECEP
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I
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B2-10OPPS MANAGER OFFICEB2-11PSRB2-15PASS
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G
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G
A
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B2-13SECURITY EXITA2-08LOBBYA2-09ELEV
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A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10 CONCESSIONA2-07ELEVATOR 3B1-48ELEVATOR 4B1-49EXPANDED SCREENING AREAB2-14
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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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FP2-23STAIRSFP1-
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SHEET: 3-TC201SHEET: 3-TC202SHEET: 3-TC205SHEET: 3-TC203SHEET: 3-TC206SHEET: 3-TC206SHEET: 3-TC204N.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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\5-SFB02 3-TC200.dwgJuly 2017ISSUED FOR BID NORTH1DASOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'3-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.453CONFORMED SET
18"EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-05KIDS PLAY AREAA2-06SKYWAY POD 1S2-01CORRIDORS2-02SECURITY EXITA2-08LOBBYA2-09ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10CONCESSIONA2-071EXISTINGCOMM ROOM W(2-W-CR)EXISTINGCOMM ROOM Y(2-Y-CR)2-W-CR1-PD1-CRREFER TO SHEET: 3-TC203REFER TO SHEET: 3-TC204REFER TO SHEET: 3-TC203REFER TO SHEET: 3-TC204REFER TO SHEET: 3-TC204REFER TO SHEET: 3-TC206HILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\5-SFB02 3-TC204.dwgJuly 2017ISSUED FOR BID NORTH1DASPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'3-TC204DASPARTIAL 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.454CONFORMED SET
1-JT-CRREFER TO SHEET: 3-TC204REFER TO SHEET: 3-TC206REFER TO SHEET: 3-TC206 PART 2REFER TO SHEET: 3-TC206 PART 1SKYWAY POD 2S2-03CORRIDORS2-071-PD3-CRREFER TO SHEET: 3-TC206 PART 2REFER TO SHEET: 3-TC206 PART 1CORRIDORS2-07SKYWAY POD 3S2-08HILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\5-SFB02 3-TC206.dwgJuly 2017ISSUED FOR BID NORTH1DASPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'3-TC206DASPARTIAL 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.455CONFORMED SET
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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\5-SFB02 3-TC300.dwgJuly 2017ISSUED FOR BID3-TC300DASEQUIPMENT MATRIXAS NOTED456CONFORMED SET
SHEET: 3-TI101SHEET: 3-TI102SHEET: 3-TI105SHEET: 3-TI103SHEET: 3-TI106SHEET: 3-TI106SHEET: 3-TI104N.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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\6-SFB02 3-TI100.dwgJuly 2017ISSUED FOR BID NORTH1APSOVERALL FIRST FLOOR PLANSCALE: 1/64" = 1'3-TI100APSOVERAL FIRST FLOOR PLANAS NOTED457CONFORMED SET
AAZONE 1.2 - N.I.C.ZONE 1.1ZONE 1.2ZONE 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\6-SFB02 3-TI100A.dwgJuly 2017ISSUED FOR BID NORTH1APSOVERALL ZONE LAYOUT - FIRST FLOOR PLANSCALE: 1/64" = 1'3-TI100AAPSOVERAL ZONE LAYOUT - FIRST FLOOR PLANAS NOTED458CONFORMED SET
ZONE 1.5ZONE 1.2 - N.I.C.SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS1-A-MCR1-A-MCR1-A-MCR1-A-MCRAAZONE 1.5ZONE 1.2 - N.I.C.SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS1-A-MCR1-A-MCR1-A-MCR1-A-MCRAAREFER TO SHEET: 3-TI103REFER TO SHEET: 3-TI104REFER TO SHEET: 3-TI103REFER TO SHEET: 3-TI104REFER TO SHEET: 3-TI104REFER TO SHEET: 3-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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\6-SFB02 3-TI104.dwgJuly 2017ISSUED FOR BID NORTH1APSPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TI104APSPARTIAL FIRST FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSS459CONFORMED SET
REFER TO SHEET: 3-TI104REFER TO SHEET: 3-TI106REFER TO SHEET: 3-TI106 PART 2REFER TO SHEET: 3-TI106 PART 1REFER TO SHEET: 3-TI106 PART 2REFER TO SHEET: 3-TI106 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\6-SFB02 3-TI106.dwgJuly 2017ISSUED FOR BID NORTH1APSPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TI106APSPARTIAL FIRST FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSS460CONFORMED SET
SHEET: 3-TI201SHEET: 3-TI202SHEET: 3-TI205SHEET: 3-TI203SHEET: 3-TI206SHEET: 3-TI206SHEET: 3-TI204N.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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\6-SFB02 3-TI200.dwgJuly 2017ISSUED FOR BID NORTH1APSOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'3-TI200APSOVERAL SECOND FLOOR PLANAS NOTED461CONFORMED SET
AAAAAAAAAAAAZONE 2.1ZONE 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.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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\6-SFB02 3-TI200A.dwgJuly 2017ISSUED FOR BID NORTH1APSOVERALL ZONE LAYOUT - SECOND FLOOR PLANSCALE: 1/64" = 1'3-TI200AAPSOVERAL ZONE LAYOUT - SECOND FLOOR PLANAS NOTED462CONFORMED SET
REFER TO SHEET: 3-TI203REFER TO SHEET: 3-TI204REFER TO SHEET: 3-TI203REFER TO SHEET: 3-TI204REFER TO SHEET: 3-TI204REFER TO SHEET: 3-TI206SSSSSSSSSSOSOSOSOSOSOSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS2-W-CR2-W-CR2-W-CR2-W-CR2-W-CR2-W-CRAAASSSSSZONE 2.8 - N.I.C.ZONE 2.7 - N.I.C.ZONE 2.5HILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\6-SFB02 3-TI204.dwgJuly 2017ISSUED FOR BID NORTH1APSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'3-TI204APSPARTIAL SECOND FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSS463CONFORMED SET
REFER TO SHEET: 3-TI204REFER TO SHEET: 3-TI206REFER TO SHEET: 3-TI206 PART 2REFER TO SHEET: 3-TI206 PART 1SSSSSSSSSSSSSSAZONE 2.8 - N.I.C.REFER TO SHEET: 3-TI206 PART 2REFER TO SHEET: 3-TI206 PART 1SSSSSSSSSZONE 2.8 - 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\6-SFB02 3-TI206.dwgJuly 2017ISSUED FOR BID NORTH1APSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'3-TI206APSPARTIAL SECOND FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSS464CONFORMED SET
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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\6-SFB02 3-TI300.dwgJuly 2017ISSUED FOR BID3-TI300AUDIO PAGING SYSTEMLOGIC DIAGRAMAS NOTEDSHEET NOTES:PAGING HEAD-END EQUIPMENTLOCAL AREA NETWORKDISTRIBUTED PA EQUIPMENT (AMPLIFIERS, INPUT BUS)CONNECT EXISTING MUZAK INTERFACE INTO THE NEWDISTRIBUTED PA EQUIPMENT.123LEGEND:MICROPHONESPEAKERAMBIENT NOISE SENSORSAMPGENERAL NOTES:1.DUE TO PHASING OF THIS PROJECT CONTRACTORIS RESPONSIBLE FOR PROVIDING AMPLIFIERSAND HEAD-END EQUIPMENT SIZEDAPPROPRIATELY FOR ALL THREE PHASES OF THEAPS DESIGN.4465CONFORMED SET
REPEAT FOR A TOTAL OF 17ZONE 1-11-E-CR1-B-CR1-A-MCR2-H1-CR2-D-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 1-3REPEAT FOR A TOTAL OF 21ZONE 1-3REPEAT FOR A TOTAL OF 17ZONE 1-4REPEAT FOR A TOTAL OF 18ZONE 1-4REPEAT 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 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\6-SFB02 3-TI301.dwgJuly 2017ISSUED FOR BID3-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:466CONFORMED SET
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 ORIENTATIONEXTERIORINTERIORVARIES3-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 3\Telecommunications\Sheets\6-SFB02 3-TI401.dwg467CONFORMED SET
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FIRE RISER ROOMLD-22SHEET: 3-TN101SHEET: 3-TN102SHEET: 3-TN105SHEET: 3-TN103SHEET: 3-TN106SHEET: 3-TN106SHEET: 3-TN104N.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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\7-SFB02 3-TN100.dwgJuly 2017ISSUED FOR BID NORTH1EVIDSOVERALL FIRST FLOOR PLANSCALE: 1/64" = 1'3-TN100EVIDSOVERAL FIRST FLOOR PLANAS NOTED468CONFORMED SET
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 RISERS1-04AREFER TO SHEET: 3-TN103REFER TO SHEET: 3-TN104REFER TO SHEET: 3-TN103REFER TO SHEET: 3-TN104REFER TO SHEET: 3-TN104REFER TO SHEET: 3-TN106CM1.434CM1.44FM1.40FM1.41FM1.424777FM1.461EXISTINGCOMM ROOM A(1-A-CR)EXISTING / EXPANDEDAWW COMM ROOM(1-AW-CR)NEWCOMM ROOM A1(1-A1-CR)NEWCOMM ROOM PD1(1-PD1-CR)CM1.454CM1.476CM1.486HILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\7-SFB02 3-TN104.dwgJuly 2017ISSUED FOR BID NORTH1EVIDSPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TN104EVIDSPARTIAL FIRST 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.469CONFORMED SET
POD 2S1-06CORRIDORS1-09ITS1-08RESTROOMS1-07REFER TO SHEET: 3-TN104REFER TO SHEET: 3-TN106REFER TO SHEET: 3-TN106 PART 2REFER TO SHEET: 3-TN106 PART 1NEWCOMM ROOM JT(1-JT-CR)POD 3S1-10CORRIDORS1-09ITS1-11CORRIDORS1-09REFER TO SHEET: 3-TN106 PART 2REFER TO SHEET: 3-TN106 PART 1NEWCOMM ROOM PD3(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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\7-SFB02 3-TN106.dwgJuly 2017ISSUED FOR BID NORTH1EVIDSPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'3-TN106EVIDSPARTIAL FIRST 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.470CONFORMED SET
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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BINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLE
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TDC/CATTDC/CAT
TDC/CA
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A
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B2-07EXISTING MECHANICAL ROOMB2-01EXISTIN
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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
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B2-04MENS ROOMB2-05RECEP
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B2-10OPPS MANAGER OFFICEB2-11PSRB2-15PASS
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B2-13SECURITY EXITA2-08LOBBYA2-09ELEV
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A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10 CONCESSIONA2-07ELEVATOR 3B1-48ELEVATOR 4B1-49EXPANDED SCREENING AREAB2-14
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SHEET: 3-TN201SHEET: 3-TN202SHEET: 3-TN205SHEET: 3-TN203SHEET: 3-TN206SHEET: 3-TN206SHEET: 3-TN204N.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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\7-SFB02 3-TN200.dwgJuly 2017ISSUED FOR BID NORTH1EVIDSOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'3-TN200EVIDSOVERAL SECOND FLOOR PLANAS NOTED471CONFORMED SET
18"EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-05KIDS PLAY AREAA2-06SKYWAY POD 1S2-01CORRIDORS2-02SECURITY EXITA2-08LOBBYA2-09ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10CONCESSIONA2-07REFER TO SHEET: 3-TN203REFER TO SHEET: 3-TN204REFER TO SHEET: 3-TN203REFER TO SHEET: 3-TN204REFER TO SHEET: 3-TN204REFER TO SHEET: 3-TN206WM2.422CM2.446FM2.401FM2.431EXISTINGCOMM ROOM W(2-W-CR)EXISTINGCOMM ROOM Y(2-Y-CR)WM2.412HILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\7-SFB02 3-TN204.dwgJuly 2017ISSUED FOR BID NORTH1EVIDSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'3-TN204EVIDSPARTIAL 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.472CONFORMED SET
SKYWAY POD 2S2-03CORRIDORS2-07REFER TO SHEET: 3-TN204REFER TO SHEET: 3-TN206REFER TO SHEET: 3-TN206 PART 2REFER TO SHEET: 3-TN206 PART 1CM2.5010CORRIDORS2-07SKYWAY POD 3S2-08REFER TO SHEET: 3-TN206 PART 2REFER TO SHEET: 3-TN206 PART 1CM2.5210CM2.5310CM2.5110HILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\7-SFB02 3-TN206.dwgJuly 2017ISSUED FOR BID NORTH1EVIDSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'3-TN206EVIDSPARTIAL 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.473CONFORMED SET
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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\7-SFB02 3-TN300.dwgJuly 2017ISSUED FOR BID3-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.474CONFORMED SET
LEVEL 2LEVEL 1PUBLIC FLIGHT INFORMATION AIRPORT LAN SWITCHCOMMUNICATIONSROOM E1-F-CR(LEVEL 1)CHECK-IN AREALCDDISPLAYCHECK-INTYPE 5 / 1.0146" / 1 TOTALWALL MOUNTEDLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYETHERNET CONNECTIONTO EVIDS LAN SWITCH INCR (TYPICAL), UTILIZECAT 6 UTP CABLINGETHERNET 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 MOUNTEDAIRPORT LAN SWITCHCOMMUNICATIONSROOM G2-G-CR(LEVEL 2)ADJACENT TO SECURITY CONTROLLCDDISPLAYLCDDISPLAYAIRPORT LAN SWITCHCOMMUNICATIONSROOM B1-B-CR(LEVEL 1)BAGGAGE INPUTTYPE 7 / 1.27BIC / 1 TOTALFLOOR MOUNTEDMM FIBER OPTIC CONNECTIONTO LAN CORE SWITCHESETHERNET 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 OWNERLCDDISPLAYDEPARTURE 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 AREANETWORKLCDDISPLAYLCDDISPLAYLCDDISPLAYCHECK-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 MOUNTEDBICAIRPORT 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 MOUNTEDBICBICLCDDISPLAYDEPARTURE LOUNGE - WEST AIRPORT LAN SWITCHCOMMUNICATIONSROOM H22-H2-CR(LEVEL 2)LCDDISPLAYLCDDISPLAYDEPARTURE INFOTYPE 2 / 2.3046" / 1 TOTALWALL MOUNTEDFLIGHT INFORMATIONTYPE 1 / 2.0246" / 2 TOTALFLOOR MOUNTEDLCDDISPLAYDEPARTURE INFOTYPE 2 / 2.4246" / 1 TOTALWALL MOUNTEDETHERNET CONNECTIONTO EVIDS LAN SWITCH INCR (TYPICAL), UTILIZECAT 6 UTP CABLINGLCDDISPLAYGATE INFOTYPE 10 / 2.5046" / 1 TOTALCEILING MOUNTEDLCDDISPLAYFLIGHT INFORMATIONTYPE 10 / 2.5346" / 1 TOTALCEILING MOUNTEDNEW PIERDEPARTURE GATESEVIDS LOCAL AREANETWORKMM FIBER OPTIC CONNECTIONTO LAN CORE SWITCHESMM FIBER OPTIC CONNECTIONTO LAN CORE SWITCHESMM FIBER OPTIC CONNECTIONTO LAN CORE SWITCHESLCDDISPLAYFLIGHT INFORMATIONTYPE 1 / 1.2646" / 2 TOTALFLOOR MOUNTEDBICBAGGAGE INPUTTYPE 7 / 1.32BIC / 1 TOTALFLOOR MOUNTEDLCDDISPLAYLCDDISPLAYARRIVAL BAGGAGETYPE 6 / 1.4855" / 1 TOTALCEILING MOUNTEDARRIVAL BAGGAGETYPE 6 / 1.4755" / 1 TOTALCEILING MOUNTEDARRIVAL BAGGAGETYPE 4 / 1.4555" / 2 TOTALCEILING MOUNTEDDEPARTURE INFOTYPE 2 / 2.3146" / 1 TOTALWALL MOUNTEDETHERNET CONNECTIONTO EVIDS LAN SWITCH INCR (TYPICAL), UTILIZECAT 6 UTP CABLINGHILARY 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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\7-SFB02 3-TN301.dwgJuly 2017ISSUED FOR BID3-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 METHOD475CONFORMED SET
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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\7-SFB02 3-TN400.dwgJuly 2017ISSUED FOR BID3-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: NTS476CONFORMED SET
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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\7-SFB02 3-TN401.dwgJuly 2017ISSUED FOR BID3-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: NTS477CONFORMED SET
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.2015.128.01PHASE 3PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773TJSSLPTJSJAW2015.128.01415 McFarlan Road, Suite 211Kennett Square, PA 19348Office: 484.508.8344Fax: 484.508.8346E:\JW GROUP\SFB\SFB02 - Construction Documents\100% CD Submittal - Issued for Bid - (Final) HASE 3\Telecommunications\Sheets\7-SFB02 3-TN402.dwgJuly 2017ISSUED FOR BID3-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 MOUNTED478CONFORMED SET
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
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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 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.479CONFORMED SET
Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
Drawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
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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 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)480CONFORMED SET
Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
Drawn 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 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 DEMOLISHED481CONFORMED SET
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 32757B1.1.05CTX80DR SN 040141 TO BE RELOCATEDTO THE CBIS AREAS IN DEPARTURES.CTX80DR SN 040140 TO BE RELOCATEDTO THE CBIS AREAS IN DEPARTURES.TC4TC3MU4MU3482CONFORMED SET
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 32757B1.1.0604B4.1.04B4.1.0401B4.1.04BB..4BB4.1.04B02B4.1.044B4444444403B4.1.044B4444444408B4.1.05B4.1.0505B4.1.05B..506B4.1.05B5555555555070.1.05B4B555555555512B4.1.06B4.1.0609B4.1.06B4.1.0610B4.1.06B666666666611B4.1.06B6666666666EL:1'-1" TOBEEL:9'-0" TOBEEL:9'-0" TOBEEL:3'-2" TOBEEL:3'-2" TOBEEL:3'-2" TOBE483CONFORMED SET
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 32757B2.1.05Phase 3 Install of IB6 and CB61. Install all components associated with IB6 and CD6 including but notlimited to, all conveyor, hangers, headers, bag stop, and stainlesssteel shrouding.2. Install security door associated with IB6 and CD6.3. Install all associated electrical components associated with IB5 andCD6.4. Install all decking inside of CD6 and provide access hatch as shownon drawings.5. Perform all required testing per specifications. (Static, Dynamic,Functional and Load testing)484CONFORMED SET
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 32757B2.1.06Phase 4 Install of IB7 and CB71. Install all components associated with IB7 and CD7 including but notlimited to, all conveyor, hangers, headers, bag stop, and stainlesssteel shrouding.2. Install security door associated with IB7 and CD7.3. Install all associated electrical components associated with IB7 andCD7.4. Install all decking inside of CD7 and provide access hatch as shownon drawings.5. Perform all required testing per specifications. (Static, Dynamic,Functional and Load testing)485CONFORMED SET
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 32757B2.1.07Phase 5 Install of IB8 and CB81. Install all components associated with IB8 and CD8 including but notlimited to, all conveyor, hangers, headers, bag stop, and stainlesssteel shrouding.2. Install security door associated with IB8 and CD8.3. Install all associated electrical components associated with IB8 andCD8.4. Install all decking inside of CD8 and provide access hatch as shownon drawings.5. Perform all required testing per specifications. (Static, Dynamic,Functional and Load testing)486CONFORMED SET
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 32757B2.1.08Phase 6 IB6/CD6, IB7/CD7 AND IB8/CB81. Units fully functional. Additional testing may be required.487CONFORMED SET
Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORTSANDFORD, FLORIDAKEY PLANGRAPHIC SCALES:Drawn 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 32757B4.1.0401B1.1.06B1.1.0602B1.1.06B1.1.0603B1.1.06B1.1.0604B1.1.06B1.1.06488CONFORMED SET
Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORTSANDFORD, FLORIDAKEY PLANGRAPHIC SCALES:Drawn 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 32757B4.1.0505B1.1.06B1.1.0606B1.1.06B1.1.0607B1.1.06B1.1.0608B1.1.06B1.1.06489CONFORMED SET
Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORTSANDFORD, FLORIDAKEY PLANGRAPHIC SCALES:Drawn 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 32757B4.1.0609B1.1.06B1.1.0610B1.1.06B1.1.0611B1106B1.1.0666BB66BB12B1.1.06B1.1.06490CONFORMED SET
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:
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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.03040506491CONFORMED SET
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 VIEW- IB6/CD6 AND IB7/CD7 AREA CONTROL DEVICESSCALE: 1/8= 1'-0"B5.1.05492CONFORMED SET
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 VIEW- IB8/CD8 AREA CONTROL DEVICESSCALE: 1/8= 1'-0"B5.1.06493CONFORMED SET
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)B6.1.00494CONFORMED SET
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.B6.1.01495CONFORMED SET
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)B6.1.02496CONFORMED SET
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 ASSEMBLY497CONFORMED SET
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
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"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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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 32757GENERAL DETAIL DRAWING (HANGING ATTACHMENTS)GENERAL DETAIL DRAWING (HANGING
ATTACHMENTS)NOTE:VIBRATION ISOLATOR IS TO BEINSTALLED AT CONVEYORCONNECTING POINT.B6.1.04498CONFORMED SET
499CONFORMED SET
LADDER DETAILSheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
Drawn 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 32757GENERAL DETAIL DRAWING
(BIT AND LADDER)B6.1.06GENERAL DETAIL DRAWING (BIT AND LADDER)3010860576 FULLY EXTENDED30ISOMETRIC VIEWPLAN VIEWELEVATION VIEWSIDE VIEW303012 OVERLAPBACK SPLASHSLIDING TABLE TOPROLLER CONVEYOR1A 1" GAP IS REQUIRED TO PREVENT THESLIDE CLOSING ON A PERSON'S FINGERS500CONFORMED SET
GENERAL DETAIL DRAWING (INBOUND CATWALK)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 32757GENERAL DETAIL DRAWING(INBOUND CATWALK)B7.1.02DETAIL A11"11"MOTOR BUILDOUT (TYP)NOTE: 11 X 11 SUGGESTED CUT OUT FOR MOTORMAY VARY DEPENDING ON THE MOTOR TYPE.DETAIL BDETAIL CDETAIL ADETAIL BDETAIL C8'-7"9'-9"2'-5"1'-3"11'-2"8'-7"2'-5"9'-8"PHASE 3501CONFORMED SET
GENERAL DETAIL DRAWING (OVERSIZE BAG SLIDES)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 32757GENERAL DETAIL DRAWING(OVERSIZE BAG SLIDES)()B7.1.03DETAIL ADETAIL A5'-6"7'DETAIL A2'-9"6'OPENING13°5'-6"8"WALLTHICKNESSDETAIL BBS1BS22'-9"6'OPENING13°5'-6"11"WALLTHICKNESS2'5'-6"7'8"5'-1"5'-1"OVERSIZE BAGPATH TO SLIDEOVERSIZE BAGPATH TO SLIDEPHASE 3502CONFORMED SET
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 DISPLAYR (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 3ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLREVISIONGENERAL SIGNAGE DESIGNATION SYMBOLSIGN DESIGNATIONELEC DESIGNATES IF SIGN ISPOWEREDDEMO DESIGNATES IF SIGN ISTO BE DEMOLISHED/REPLACEDELECDEMOXX-XXXDEMOLITIONNEW SIGNAGESHEET# 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 SCHEDULEW503 PHASE 2 NEW SIGNAGE PLAN - OUTBOUNDW600 PHASE 3 DEMOLITION & TEMPORARY SIGNAGE SCHEDULEW601 PHASE 3 DEMOLITION PLANSW602 PHASE 3 TEMPORARY SIGNAGE PLAN - BAGGAGE CLAIM 4-6W603 PHASE 3 TEMPORARY SIGNAGE PLAN - INBOUNDW604 PHASE 3 TEMPORARY SIGNAGE PLAN - GATES 5-9W605 PHASE 3 NEW SIGNAGE SCHEDULEW606 PHASE 3 NEW SIGNAGE PLAN - BAGGAGE CLAIM 4-6W607 PHASE 3 NEW SIGNAGE PLAN - INBOUNDW608 PHASE 3 NEW SIGNAGE PLAN - GATES 5-9W609 PHASE 3 NEW SIGNAGE PLAN - SKYWAYJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_01.3_PHASE 3_General Notes, Standards & Keyplan - W100.dwg Jul 12, 2017 - 12:36pm 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 & KEYPLAN503CONFORMED SET
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 - 12:36pm 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 SIGN504CONFORMED SET
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 - 12:37pm 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 BOARD505CONFORMED SET
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 - 12:37pm 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.1506CONFORMED SET
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 - 12:37pm 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.1507CONFORMED SET
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
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4
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FP2-23STAIRSFP1-04
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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 4-66"6"4"4"BaggageClaim 4-66"6"4"4"CLCLBaggageClaim 4-66"6"4"4"BaggageClaim 4-66"6"4"4"CLCL40'-0"12'-8916"2'-912"2'-6"16'-218"34'-1158"Backlit Channel LettersW20396'-0"2'-0"1'-8"2'-0"1'-8"2'-0"10'-3516"12'-218"13'-534"CHANNELIZEDLETTERS6"DEEPSTANDINGWALL1'-0"WIDECHANNELIZEDLETTERS3"DEEPJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_06.3_PHASE 3_Sign Type Details G-H, J_W203.dwg Jul 12, 2017 - 12:37pm 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-H, J1SCALE: 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.X1-001, X1-003, X1-004, X1-005, & X1-009VINYL DOOR SIGN DETAIL TYPE H8SCALE: 1/8" = 1'-0"ELEVATION 6AIRPORT LOGO SIGN DETAIL TYPE J9SCALE: 1/2" = 1'-0"DETAIL SECTIONAIRPORT LOGO SIGN DETAIL TYPE J508CONFORMED SET
UNKRESTRICTEDAREA KEEPOUTREF.UPUPDW
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B1-19 OPEN OFFICE AREAB1-18STORAGEB1-17B BREAK ROOMB1-27
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C
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B1-19EXISTING MECHANICALB1-36 EXISTIN
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B1-37EXISTI
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B1-38EXISTIN
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A
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B1-42EXIST
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B1-41EXISTING ELECTRICALB1-39
EXISTIN
G
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B1-44 EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31
EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52
EXISTING ELECTRICALB1-53EXISTING ITB1-52
RECEIV
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N
G
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B1-11EXISTING TICKETINGB1-10
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B1-49ELEVATOR 3B1-48
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B1-19A
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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
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BINSEMPTY AT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
L3 ENTEREXIT
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B2-14SECURITY CHECKPOINT SCREENINGB2-12
OPPS DI
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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 - 12:38pm 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 - PHASING509CONFORMED SET
PHASE 3 DEMOLITION SIGNAGE SCHEDULEID Tag PictureMessageFloor Height Width MountingHeightPhase Electric DemoD2-07(Left) - Terminal B Departures13 Yes YesD3-100Ticketed Passengers Only12'-0" 3'-0" 10'-0" 3No YesD3-101Lane 310'-6" 0'-6" 5'-0" 3 No YesD3-102Toilets10'-6" 1'-6" 10'-0" 3 No YesD3-103Restrooms10'-6" 4'-0" 8'-0" 3 No YesD3-104Restrooms10'-6" 4'-0" 8'-0" 3 No YesD3-200Sun DeckSmokingShoppingRestrooms21'-6"3Yes YesD3-201All GatesRestroomsRoyal Palm LoungeSmoking Area21'-6"3Yes YesD3-202RestaurantsDeparturesSmoking23 Yes YesD3-203Outside Smoking Area23 No YesD3-204Royal Palm LoungeRestroomsAll GatesTerminal Exit23 Yes YesD3-205(Unknown Message)23 Yes YesD3-X00No Right Turn11'-6" 2'-0" 7'-0" 3 No NoD3-X01Tow Away Zone11'-6" 1'-0" 6'-0" 3 No NoD3-X02Unloading Zone Only (No Parking)11'-6" 1'-0" 6'-0" 3No NoD3-X03Pedestrian Crossing Sign12'-6" 2'-6" 6'-0" 3 No NoD3-X04Clearance10'-6" 9'-0" 13'-10" 3No NoD3-X052 (Parking Lot)11'-6" 1'-6" 15'-0" 3 No YesD3-X06Speed Limit 1512'-0" 1'-6" 7'-0" 3 No NoD3-X07Taxi Arrow11'-0" 2'-0" 5'-0" 3 No YesD3-X08Terminal A DeparturesAll Rental CarsPublic Parking11'-6" 1'-0" 7'-0" 3 Yes YesD3-X09Shuttle Arrow11'-0" 2'-0" 6'-0" 3 No YesD3-X10Welcome Center11'-0" 12'-0" 10'-0" 3 No NoD3-X11ThirftyHertzAvisEnterprise13Yes YesD3-X12AlamoTaxiBuses/ShuttleParking13Yes YesID TagSign SideDirectionalArrowPictogram MessageFloor Phase Notes\AFFF81414Ground TransportationParking Garage & Long-termHourly & Economy13T3-101 B -20Do Not Enter1 3T3-X00 A LLL141414Hourly Parking CEconomy Parking FLong-term Parking B13T3-X00 B FF1,54All Gates/TicketingBaggage Claim 1-313T3-X01BL1Departures13T3-X02AR8Ground Transportation13T3-X02 B FFL418Baggage Claim 1-3DeparturesGround Transportation13T3-X03AF68Rental CarsGround Transportation13T3-X04AFL1414Hourly ParkingEconomy Parking13T3-X04BFFFR41148Baggage Claim 1-3DeparturesGarage & Long-term ParkingGround Transportation13T3-200 B FFL1416Gates 5-16Baggage ClaimRestrooms23T3-201AFF47RestroomsAirport Lounge23T3-201BLLFR1423Gates 5-16Baggage ClaimSmoking Patio23T3-202A F16Restrooms2 3T3-203 A-18Womens23T3-204A-17Mens23T3-205A-19Family Restroom23T3-206ARL816Ground TransportationRestooms23T3-206BF 4Baggage Claim23T3-207 A R16Restrooms2 3T3-207 B F7Airport Lounge2 3T3-207AFL167RestroomsAirport Lounge23T3-207BFR 4Baggage Claim23T3-208 B FRLL1167Gates 5-16RestroomsAirport Lounge23T3-209AFFF141Gates 1-4Baggage ClaimGates 5-923T3-209BFL1Gates 10-1623T3-210 B F1Gates 5-923T3-211 A F1Gates 1-923T3-211BF1Gates 10-1323T3-212AL1Gate 523T3-212 B R1Gate 523T3-213 B R1Gate 623T3-214BF1Gate 723T3-215BLF11Gate 8Gate 723T3-216 A R1Gate 923T3-216BL1Gate 923PHASE 3 TEMPORARY SIGNAGE SCHEDULEJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_25_Phase 3 Demolition & Temporary Signage Schedule_W600.dwg Jul 12, 2017 - 12:38pm 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/BLS12014W600PHASE 3 DEMOLITION AND TEMPORARY SIGNAGE SCHEDULE510CONFORMED SET
ELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECEXITELECDEMODISPLAYELECDEMODISPLAYD3-X01D3-X02D3-X01D3-X02ELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYDEMOD3-101ELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECEXITELECEXITELECEXITELECDEMODISPLAYELECDEMODISPLAYSTOPD3-X04DEMOD3-102DEMOD3-104DEMOD3-103DEMOD3-100ELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYD3-X01D3-X02DEMOD3-X05STOPD3-X03ELECDEMOD3-X08ELECDEMOD3-X12ELECDEMOD3-X11D3-X10DEMOD3-X07DEMOD3-X07DEMOD3-X09DEMOD3-X09D3-X06D3-X00D3-X04D3-X06STOPSTOPELECDEMOD3-204ELECEXITELECDEMOD3-202DEMOD3-203ELECDEMOD3-201ELECEXITELECEXITELECDEMOD3-200ELECDEMODISPLAYELECDEMOD3-2X05ELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDEMODISPLAYJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_26 _Phase 3 Demolition Plans_W601.dwg Jul 12, 2017 - 12:38pm 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 3 DEMOLITION PLANSW601ORLANDO 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-XXX2SCALE: 1"=25'-0"INBOUNDPHASE 3 DEMOLITION PLAN1SCALE: 1"=25'-0"BAGGAGE CLAIM 4-6PHASE 3 DEMOLITION PLANPHASE 3511CONFORMED SET
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 AREAA1-42ELEVATOR 2A1-12OFFICEA1-36CORRIDORA1-34OFFICEA1-39STORAGEA1-40OFFICEA1-28OFFICEA1-29OFFICEA1-30IT OFFICE 3A1-22CANOPYA1-41OFFICEA1-38OFFICEA1-27OFFICEA1-31OFFICEA1-32OPEN WORK AREAA1-2613'-0"HVACS1-02MECHANICAL ROOMA1-51BAGGAGE CLAIM 4BAGGAGE CLAIM 5BAGGAGE CLAIM 6Ground TransportationBaggage Claim 1-3DeparturesGround TransportationGround TransportationParking Garage & Long TermHourly & EconomyGround TransportationParking Garage & Long-termHourly & EconomyBaggage Claim 1-3DeparturesGarage & Long-term ParkingGround TransportationHourly ParkingEconomy ParkingDeparturesHourly Parking CEconomy Parking FLong-term Parking BAll Gates/ TicketingBaggage Claim 1-3ABT3-X02AT3-100AT3-100ABT3-X04BT3-X01ABT3-X00AT3-X03Rental CarsGround Transportation(Logos)Do Not EnterBT3-101J:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_27_Phase 3 Temp Signage - Baggage Claim 4-6_W602.dwg Jul 12, 2017 - 12:38pm 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/BLS12014W602ORLANDO 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 3 TEMPORARY SIGNAGE PLAN - BAGGAGE CLAIM 4-61SCALE: 1/16" = 1'-0"BAGGAGE CLAIM 4-6PHASE 3 TEMP SIGNAGE PLANBAGGAGECLAIM 4-6512CONFORMED SET
18"EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-05KIDS PLAY AREAA2-06SKYWAY POD 1S2-01SECURITY EXITA2-08LOBBYA2-09ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10CONCESSIONA2-07BT3-200ABT3-206ABT3-206AT3-202BT3-208Gates 5-16Baggage ClaimRestroomsGround TransportationRestroomsBaggage ClaimGates 5-16RestroomsAirport LoungeAT3-204AT3-203RestroomsMensWomensAT3-202(restroom blade sign)AT3-205Family RestroomMensWomensAT3-203WomensAT3-204MensAirport LoungeRestroomsABT3-207Baggage ClaimRestroomsAirport LoungeAT3-204AT3-203AT3-202RestroomABT3-201RestroomsAirport LoungeGates 5-16Baggage ClaimSmoking PatioW603ABXX-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 SCHEDULESORLANDO SANFORD INTERNATIONAL AIRPORTSECOND FLOOR KEY PLANNJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_28_Phase 3 Temp Signage - Inbound_W603.dwg Jul 12, 2017 - 12:38pm 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 3 TEMPORARY SIGNAGE - INBOUND1SCALE: 1/16" = 1'-0"INBOUNDPHASE 3 TEMP SIGNAGE PLANINBOUND513CONFORMED SET
EXISTING MECHANICALA2-03EXISTING MECHANICALA2-03BT3-210ABT3-209ABT3-212ABT3-216BT3-213BT3-215BT3-214Gates 5-9Gate 7Gate 5Gate 9Gate 6Gate 7Gate 8Gates 10-16Gates 1-4Baggage ClaimGates 5-9ABT3-211Gates 10-16Gates 1-9W604ORLANDO SANFORD INTERNATIONAL AIRPORTSECOND FLOOR KEY PLANNJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_29_Phase 3 Temp Signage - Gates 5-9_W604.dwg Jul 12, 2017 - 12:38pm 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 3 TEMPORARY SIGNAGE PLAN - GATES 5-91SCALE: 1/16" = 1'-0"GATES 5-9PHASE 3 TEMP SIGNAGE PLANGATES 5-9514CONFORMED SET
PHASE 3 NEW SIGNAGE SCHEDULEPHASE 3 NEW SIGNAGE SCHEDULEID TagSign SideDirectionalArrowPictogram MessageSignTypeDrawingDetail #MountingHeightFloor Phase Lighting NotesA2-000 B -1Gate 2AW201-1 7'-4" MIN 2 3AmbientA2-001 B -1Gate 3BW201-3 7'-0" MIN 2 3AmbientA2-005A-1Gate 4BW201-3 7'-0" MIN 2 3AmbientA2-005B-1Gate 4BW201-3 7'-0" MIN 2 3AmbientA2-008 A -1Gate 1BW201-3 7'-0" MIN 2 3AmbientA2-008 B -1Gate 1BW201-3 7'-0" MIN 2 3AmbientA2-010AARF416Baggage ClaimRestroomsAW201-17'-4" MIN23AmbientA2-010BF1Gates 1-4AW201-17'-4" MIN23AmbientA2-011A-17MensCW201-4 4'-0" MIN 2 3AmbientA2-012A-17MensCW201-4 4'-0" MIN 2 3AmbientA2-013 A F16Restrooms (Blade Sign)BW201-3 7'-0" MIN 2 3AmbientA2-014 A -18WomensCW201-4 4'-0" MIN 2 3AmbientA2-015A-18WomensCW201-4 4'-0" MIN 2 3AmbientA2-016AF1Gates 1-4AW201-17'-4" MIN23AmbientA2-017 A --(FID Kiosk)DW202-1 -2 3See TypePoweredA2-020 A FR116Gates 1-4RestroomsAW201-1 7'-4" MIN 2 3AmbientA2-020 B FFL1416Gates 5-16Baggage ClaimRestroomsAW201-1 7'-4" MIN 2 3AmbientA2-021AFF47RestroomsAirport LoungeAW201-17'-4" MIN23AmbientA2-021BFRLLFR11423Gates 1-4Gates 5-16Baggage ClaimSmoking PatioAW201-1 7'-4" MIN 2 3AmbientOptionalA2-024AFLF1416Gates 1-4Baggage Claim 4-6RestroomsAW201-17'-4" MIN23AmbientOptionalA2-024 B F7Airport LoungeAW201-1 7'-4" MIN 2 3AmbientOptionalA2-026AFRRL14816Gates 1-4Baggage Claim 4-6Ground TransportationRestoomsAW201-17'-4" MIN23AmbientA2-026BF 4Baggage ClaimAW201-17'-4" MIN23AmbientA2-027A- -(Directory/Map)(Baggage Information Kiosk)DW202-1-23See TypePoweredA2-027 B --(Directory/Map)(Baggage Information Kiosk)DW202-1 -2 3See TypePoweredA2-030 A R16Restrooms (Blade Sign)BW201-3 7'-0" MIN 2 3AmbientA2-030 B L16Restrooms (Blade Sign)BW201-3 7'-0" MIN 2 3AmbientA2-031AR16Restrooms (Blade Sign)BW201-37'-0" MIN 2 3AmbientA2-032A-19Family RestroomCW201-4 4'-0" MIN 23AmbientA2-033A-17MensCW201-4 4'-0" MIN 2 3AmbientA2-034 A -18WomensCW201-4 4'-0" MIN 2 3AmbientA2-035 A F16Restrooms (Blade Sign)BW201-3 7'-0" MIN 2 3AmbientA2-036A-17MensCW201-4 4'-0" MIN 2 3AmbientA2-037A-18WomensCW201-4 4'-0" MIN 2 3AmbientA2-040 A FL167RestroomsAirport LoungeAW201-1 7'-4" MIN 2 3AmbientOptionalA2-040 B FR4Baggage ClaimAW201-1 7'-4" MIN 2 3AmbientOptionalA2-041AR16Restrooms (Blade Sign)BW201-3 7'-0" MIN 2 3AmbientOptionalA2-041BL16Restrooms (Blade Sign)BW201-3 7'-0" MIN 2 3AmbientOptionalA2-042AF16Restrooms (Blade Sign)BW201-3 7'-0" MIN 2 3AmbientOptionalA2-043 A L16Restrooms (Blade Sign)BW201-3 7'-0" MIN 2 3AmbientA2-044 A -17MensCW201-4 4'-0" MIN 2 3AmbientA2-045A-18WomensCW201-4 4'-0" MIN 2 3AmbientA2-051AF 4Baggage Claim 4-6AW201-17'-4" MIN23AmbientA2-051 B FRFRLL14167Gates 5-16Baggage Claim 1-3RestroomsAirport LoungeAW201-1 7'-4" MIN 2 3AmbientA2-052AFFF141Gates 1-4Baggage ClaimGates 5-9AW201-1 7'-4" MIN 2 3AmbientA2-052BFL1Gates 10-16AW201-17'-4" MIN23AmbientA2-053BF1Gates 5-9AW201-17'-4" MIN23AmbientA2-054AF1Gates 1-9AW201-17'-4" MIN23AmbientA2-054 B F1Gates 10-13AW201-1 7'-4" MIN 2 3AmbientA2-063 A L1Gate 5BW201-3 7'-0" MIN 2 3AmbientA2-063 B R1Gate 5BW201-3 7'-0" MIN 2 3AmbientA2-064 B R1Gate 6BW201-3 7'-0" MIN 2 3AmbientA2-065BF1Gate 7CW201-4 4'-0" MIN 2 3AmbientA2-066BLF11Gate 8Gate 7BW201-3 7'-0" MIN 2 3AmbientA2-067AR1Gate 9BW201-3 7'-0" MIN 2 3AmbientA2-067BL1Gate 9BW201-3 7'-0" MIN 2 3AmbientL1-000AFFF81414Ground TransportationParking Garage & Long-termHourly & EconomyAW201-17'-4" MIN13AmbientL1-000 B FLFR4416Baggage Claim 4-5Baggage Claim 6RestroomsAW201-1 7'-4" MIN 1 3AmbientL1-001AL16Restrooms (Blade Sign)BW201-37'-0" MIN1 3AmbientL1-001BR16Restrooms (Blade Sign)BW201-3 7'-0" MIN 1 3AmbientL1-002 A -17MensCW201-4 4'-0" MIN 1 3AmbientL1-003 A -18WomensCW201-4 4'-0" MIN 1 3AmbientL1-004A-19Family RestroomCW201-4 4'-0" MIN 1 3AmbientL1-005A- -(Directory/Map)DW202-1-13See typePoweredL1-005B- -(FID Kiosk)DW202-1-13See typePoweredL1-006 B -4Baggage Claim 6C.1W201-5?1 3AmbientL1-007 A -4Oversized BagsCW201-4?1 3AmbientL1-008A- 4Oversized BagsCW201-4?13AmbientL1-009B-20Do Not EnterAW201-17'-4" MIN13AmbientL1-010 B -4Baggage Claim 5C.1W201-5?1 3AmbientL1-012 A FFF81414Shuttle Buses/Taxis/Car RentalsParking Garage & Long-termHourly & EconomyAW201-1 7'-4" MIN 1 3AmbientL1-012BFRR4416Baggage Claim 4-5Baggage Claim 6RestroomsAW201-17'-4" MIN13AmbientL1-014A -19Family RestroomCW201-4 4'-0" MIN 13AmbientL1-015B F16Restrooms (Blade Sign)BW201-3 7'-0" MIN 1 3AmbientL1-016 A -17MensCW201-4 4'-0" MIN 1 3AmbientL1-017A-17MensCW201-4 4'-0" MIN 1 3AmbientL1-018A-18WomensCW201-4 4'-0" MIN 1 3AmbientL1-019 A -18WomensCW201-4 4'-0" MIN 1 3AmbientL1-020 B -4Baggage Claim 4C.1W201-5?1 3AmbientX1-000ALLL141414Hourly Parking CEconomy Parking FLong-term Parking BFW202-37'-4" MIN13Internally Lit PoweredX1-000 B FFF1,544All Gates/TicketingBaggage Claim 1-3Baggage Claim 4-6FW202-3 7'-4" MIN 1 3Internally Lit PoweredX1-001BF 4Baggage Claim 4-6HW203-7 4'-0" MIN 1 3NoneX1-002ALR414Baggage Claim 4-6Parking Lots C & FFW202-37'-4" MIN13Internally Lit PoweredX1-002 B FFR1,544All Gates/TicketingBaggage Claim 1-3Baggage Claim 4-6FW202-3 7'-4" MIN 1 3Internally Lit PoweredX1-003BF 4Baggage Claim 4-6HW203-7 4'-0" MIN 1 3NoneX1-004BF 4Baggage Claim 4-6HW203-7 4'-0" MIN 1 3NoneX1-005 B F4Baggage Claim 4-6HW203-7 4'-0" MIN 1 3NoneX1-006 B L1DeparturesFW202-3 7'-4" MIN 1 3Internally Lit PoweredX1-007ALR48Baggage Claim 4-6Ground TransportationFW202-37'-4" MIN13Internally LitPoweredX1-007 B FFL418Baggage Claim 1-3DeparturesGround TransportationFW202-3 7'-4" MIN13Internally Lit PoweredX1-008 A F68Rental CarsGround TransportationFW202-3 7'-4" MIN 1 3Internally Lit PoweredX1-009BF 4Baggage Claim 4-6HW203-7 4'-0" MIN 1 3NoneX1-010 A FL4291414Bagage Claim 4-6Service Animal Relief AreaHourly ParkingEconomy ParkingFW202-3 7'-4" MIN 1 3Internally Lit PoweredX1-010 B FFFR411429Baggage Claim 1-3DeparturesGarage & Long-term ParkingGround ParkingFW202-3 7'-4" MIN 1 3Internally Lit PoweredX1-011 B -29Service Animal Relief AreaF.1 W202-4 7'-4" MIN 1 3Internally Lit PoweredX1-047B-29Service Animal Relief AreaF.1 W202-47'-4" MIN13Internally Lit PoweredID TagSign SideDirectionalArrowPictogram MessageSignTypeDrawingDetail #MountingHeightFloor Phase Lighting NotesJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_30_Phase 3 New Signage Schedule_W605.dwg Jul 12, 2017 - 12:38pm 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/BLS12014W605PHASE 3 NEW SIGNAGE SCHEDULE515CONFORMED SET
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 AREAA1-42ELEVATOR 2A1-12OFFICEA1-36CORRIDORA1-34OFFICEA1-39STORAGEA1-40OFFICEA1-28OFFICEA1-29OFFICEA1-30IT OFFICE 3A1-22CANOPYA1-41OFFICEA1-38OFFICEA1-27OFFICEA1-31OFFICEA1-32OPEN WORK AREAA1-2613'-0"HVACS1-02MECHANICAL ROOMA1-51BAGGAGE CLAIM 4BAGGAGE CLAIM 5BAGGAGE CLAIM 6BDBDBDBDBDBaggage Claim 4-6Parking Lots C & FAll Gates/ TicketingBaggage Claim 1-3Baggage Claim 4-6Baggage Claim 4-6Ground TransportationBaggage Claim 1-3DeparturesGround TransportationBaggage Claim 4-5Baggage Claim 6RestroomsGround TransportationParking Garage & Long TermHourly & EconomyBaggage Claim 4-5Baggage Claim 6RestroomsGround TransportationParking Garage & Long-termHourly & Economy(restroomblade sign)MensWomensFamilyRestroomEmergencyExit Only(restroomblade sign)FamilyRestroomWomensBaggage Claim 5MensBaggage Claim 4Baggage Claim 6Baggage Claim 1-3DeparturesGarage & Long-term ParkingGround TransportationBaggage Claim 6-8Service Animal Relief AreaHourly ParkingEconomy ParkingDepartures(Optional)BaggageClaim 4-6BaggageClaim 4-6BaggageClaim 4-6BaggageClaim 4-6BaggageClaim 4-6Hourly Parking CEconomy Parking FLong-term Parking B(Optional)All Gates/ TicketingBaggage Claim 1-3Baggage Claim 4-6(Optional)FI (FID Kiosk)(Directory/ Map)BDABX1-002ABX1-007ABL1-012ABL1-000ABL1-001AL1-002AL1-003AL1-004ABL1-015AL1-014AL1-016AL1-018BL1-010AL2-019AL1-017BL1-020Baggage Claim 4BL1-006ABX1-010BX1-006BX1-005BX1-004BX1-001BX1-003BX1-009ABX1-000ABL1-005(Directory/ Map)1W2042W204BX1-011Service Animal Relief AreaAL1-008Oversized BagsAL1-007Oversized BagsAX1-008Rental CarsGround Transportation(Logos)Do Not EnterBL1-009Refer to AVCOM sheetTN400 Detail 4Refer to AVCOM sheetTN400 Detail 4Refer to AVCOM sheetTN400 Detail 4Refer to AVCOM sheetTN400 Detail 4J:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_31_Phase 3 New Signage - Baggage Claim 4-6_W606.dwg Jul 12, 2017 - 12:38pm 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/BLS12014W606ORLANDO 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 3 NEW SIGNAGE PLAN - BAGGAGE CLAIM 4-61SCALE: 1/16" = 1'-0"BAGGAGE CLAIM 4-6PHASE 3 NEW SIGNAGE PLANBAGGAGECLAIM 4-6516CONFORMED SET
AA2-016ABA2-020ABA2-026ABA2-024AA2-043ABA2-030ABA2-051BDFIFIGBGates 1-4Gates 1-4RestroomsGates 5-16Baggage ClaimRestroomsGates 1-4Baggage Claim 4-6Ground TransportationRestroomsBaggage ClaimCLBaggage Claim 4-6Gates 5-16RestroomsAirport LoungeAA2-044AA2-045(Restroom blade sign)(Optional)MensWomensAA2-031(restroom blade sign)(restroom blade sign)AA2-032Family RestroomMensWomensAA2-037WomensAA2-036MensAirport LoungeGBGates 1-4Baggage Claim 4-6Restrooms(Optional)ABA2-040Baggage ClaimRestroomsAirport LoungeABA2-041(Restroom blade sign)(Optional)AA2-033AA2-034EmergencyExit OnlyEmergencyExit OnlyEmergencyExit OnlyAA2-017EmergencyExitAA2-042AA2-035(restroomblade sign)ABA2-021RestroomsAirport Lounge(Optional)Gates 1-4Gates 5-16Baggage ClaimSmoking Patio(Optional)ABA2-027(Directory/ Map)(Baggage Information Kiosk)FI (FID Kiosk)Gate Display(Directory/ Map)(Baggage Information Kiosk)18"EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-05KIDS PLAY AREAA2-06SKYWAY POD 1S2-01SECURITY EXITA2-08LOBBYA2-09ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10CONCESSIONA2-0718"EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-05KIDS PLAY AREAA2-06SKYWAY POD 1S2-01SECURITY EXITA2-08LOBBYA2-09ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10CONCESSIONA2-07W607ABXX-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 SCHEDULESORLANDO SANFORD INTERNATIONAL AIRPORTSECOND FLOOR KEY PLANNJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_32_Phase 3 New Signage - Inbound_W607.dwg Jul 12, 2017 - 12:39pm 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 3 NEW SIGNAGE - INBOUND1SCALE: 1/16" = 1'-0"INBOUNDPHASE 3 NEW SIGNAGE PLAN517CONFORMED SET
BA2-053ABA2-052ABA2-063ABA2-067BA2-064BA2-066BA2-065Gates 5-9Gate 7Gate 5Gate 9Gate 6Gate 7Gate 8Gates 10-16Gates 1-4Baggage ClaimGates 5-9EmergencyExitEmergencyExitEmergencyExitABA2-054Gates 10-16Gates 1-9EXISTING MECHANICALA2-03EXISTING MECHANICALA2-03W608ORLANDO SANFORD INTERNATIONAL AIRPORTSECOND FLOOR KEY PLANNJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_33_Phase 3 New Signage - Gates 5-9_W608.dwg Jul 12, 2017 - 12:39pm 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 3 NEW SIGNAGE PLAN - GATES 5-91SCALE: 1/16" = 1'-0"GATES 5-9PHASE 3 NEW SIGNAGE PLANGATES5-9518CONFORMED SET
BA2-000BA2-001ABA2-005ABA2-008ABA2-010FIFIFIGate 3Gate 4Gate 4Gate 1Gate 1BaggageClaimRestroomsGates 1-4Gate 2FIEmergencyExitEmergencyExitAA2-011ABA2-013(restroomblade sign)MensAA2-014WomensAA2-015WomensAA2-012MensCORRIDORS2-02SKYWAY POD 2S2-03CORRIDORS2-07SKYWAY POD 3S2-08CORRIDORS2-02SKYWAY POD 2S2-03CORRIDORS2-07SKYWAY POD 3S2-08W609ORLANDO SANFORD INTERNATIONAL AIRPORTSECOND FLOOR KEY PLANNJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_34_Phase 3 New Signage - Skyway_W609.dwg Jul 12, 2017 - 12:39pm 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 3 NEW SIGNAGE PLAN - SKYWAY1SCALE: 1/16" = 1'-0"SKYWAYPHASE 3 NEW SIGNAGE PLANSKYWAY519CONFORMED SET