HomeMy WebLinkAbout01_PHASE 2 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 2DESIGNERS OF RECORD:CIVIL:Jeremiah Owens, P.E.Hilary Maull, P.E.Architect:John Baer, AIAStructural:Jose Ortiz, P.E.Mechanical:Plumbing:Electrical:Fire Protection:David Melfi, P.E.Survey:Randy Roberts, PLSBaggage Systems :John MajewskiLandscape:Maxwell D. Spann, PLATimothy Nash, P.E.CONFORMED SET1
500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt9/29/2017 2:09:00 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 21200 RED CLEVELAND BLVD SANFORD, FL 32773JULY 14, 2017TERMINAL A - EXISTINGOCCUPANCYUSE GROUPA-3SQUARE FOOTAGES20,000 S.F.57,400 S.F.OFFICE SPACE - EXISTING - FOR FIRE PROTECTIONB30,000 S.F.TERMINAL B -SCREENING ADDITION8,000 S.F.BTERMINAL B - EXISTINGA-3A-3TERMINAL B - NEW -INCLUDING CANOPIES 17,000 S.F.20,000 S.F.LOADING DOCK / BADGING / POLICE STATIONB4,400 S.F.CONSTRUCTION TYPE2B2B2B2B2B2B2BBUILDING CODE EDITION: FLORIDA BUILDING CODE2014MECHANICAL CODE EDITION: FLORIDA MECHANICAL CODE 2014 ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE 2011, NFPA 70PLUMBING CODE EDITION: FLORIDA PLUMBING CODE 2014ADDITIONAL CODE EDITION: FLORIDA FIRE PREVENTION CODE 2012 FLORIDA ACCESSIBILITY CODE2014MAIN AIRPORT BUILDINGSTAND ALONE BUILDINGREVISIONS# DATEDESCRIPTIONBY2 08-11-2017 ADDENDUM 2BASIC DESIGN WIND SPEED:112 MPHCONFORMED DOCUMENTSSEPTEMBER 29, 2017CONFORMED SET2
GENERALCOVER SHEETG100PROJECT INFORMATIONG101INDEX OF DRAWINGS - GENERALG102BGENERAL INFORMATIONG105GENERAL NOTES & PROJECT FINISHESG106AIRPORT SAFETY AND SECURITY NOTESG107EXISTING SYSTEMS CENTERSG108AREA OF WORK / PHASING PLAN - 1ST FLOORG109AREA OF WORK / PHASING PLAN - 2ND FLOORG110ADA SPECIFICATIONSG111INDEX OF DRAWINGS - PHASE 2G103INDEX OF DRAWINGS - PHASE 2G103.1SHEET INDEX LEGENDCOMPOSITE PLAN - LIFE SAFETY - FIRST FLOORG112COMPOSITE PLAN - LIFE SAFETY - SECOND FLOORG113WALL TYPESG114WALL TYPESG115FINISH DETAILSG116INDEX OF DRAWINGS - PHASE 2G103.2B BAGGAGEBC3 BAGGAGE CLAIM 3BH BLOCK HOUSE ADDITIONC CIVILECY EAST CHILLER YARDELD EXISTING LOADING DOCKFIS CUSTOMS AND INTERNATIONALFP FIRE PROTECTIONG GENERALGD GENERAL DEMOLITIONGE GENERAL ELEVATORH HARDSCAPEI IRRIGATIONIB INBOUNDM MECHANICALL LANDSCAPELD NEW LOADING DOCKNEE NEW EXTERIOR ELEVATORNIE NEW INTERIOR ELEVATORP PLUMBINGOB OUTBOUNDS STRUCTURALSA SCREENING AREA EXPANSIONSPL SOUTH PARKING LOTSW SKYWALKW WAYFINDINGWEC WEST CHILLER YARD08-11-1708-25-1709-06-1709-26-1709-28-17XXXX500 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.rvt10/2/2017 9:18:45 AMG102BPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - GENERAL07-14-2017S12014REVISIONS# DATEDESCRIPTIONBYCONFORMED SET3
FLOOR PLAN - OUTBOUND - 2ND FLOOR2-OB-A102REFLECTED CEILING PLAN - OUTBOUND - 1ST FLOOR2-OB-A103REFLECTED CEILING PLAN - OUTBOUND - 2ND FLOOR2-OB-A104ROOF PLAN - OUTBOUND2-OB-A106EXTERIOR ELEVATIONS - OUTBOUND2-OB-A201EXTERIOR ELEVATIONS - OUTBOUND2-OB-A202EXTERIOR ELEVATIONS - OUTBOUND2-OB-A203BUILDING SECTIONS - OUTBOUND2-OB-A301WALL SECTIONS - OUTBOUND2-OB-A302WALL SECTIONS - OUTBOUND2-OB-A303WALL SECTIONS - OUTBOUND2-OB-A304WALL SECTIONS - OUTBOUND2-OB-A305WALL SECTIONS AND DETAILS - CANOPY - OUTBOUND2-OB-A306WALL SECTION - EXISTING TOWER - OUTBOUND2-OB-A307BUILDING SECTIONS - EXISTING PASSENGER BRIDGE -OUTBOUND2-OB-A308ENLARGED RESTROOM PLAN - OUTBOUND2-OB-A401ENLARGED ROOF PLAN - OUTBOUND2-OB-A402ENLARGED ROOF PLAN - CANOPY - OUTBOUND2-OB-A403ENLARGED ROOF PLAN - CANOPY - OUTBOUND2-OB-A404ENLARGED CEILING FRAMING PLAN @ TICKETING - OUTBOUND2-OB-A407DOOR SCHEDULE AND KEY PLAN - OUTBOUND2-OB-A601DOOR DETAILS AND ELEVATIONS - OUTBOUND2-OB-A602FINISH PLAN AND SCHEDULE - OUTBOUND2-OB-A701FINISH PLAN - OUTBOUND CONT'D2-OB-A702FINISH PLAN - OUTBOUND - 2ND FLOOR2-OB-A703INTERIOR ELEVATIONS - OUTBOUND2-OB-A711INTERIOR ELEVATIONS AND FLOOR PLAN - OUTBOUND2-OB-A714MILLWORK FLOOR PLAN - OUTBOUND2-OB-A721INTERIOR PERSPECTIVE VIEWS - OUTBOUND2-OB-A801EXTERIOR ELEVATIONS - OUTBOUND2-OB-A204HIGH WINDOW SCHEDULE AND KEY PLAN - OUTBOUND2-OB-A603MILLWORK AND SAFETY RAILING DETAIL - DISPLAY CASES -OUTBOUND2-OB-A722MILLWORK AND INTERIOR ELEVATIONS - TICKETING DESK -OUTBOUND2-OB-A723G2.03SAFETY DURING CONSTRUCTION PLAN ACCESSROUTE & STAGING PLANE PHASE 2CD2.00DEMOLITION PLAN - PHASE 2C2.00SITE DIMENSION PLAN PHASE 2C2.01SITE DIMENSION PLAN PHASE 2C2.02SITE GRADING PLAN PHASE 2C2.03SITE GRADING PLAN PHASE 2C2.04SITE UTILITY PLAN PHASE 2C2.05SIGNAGE AND STRIPING PLAN PHASE 2C2.06SIGNAGE AND STRIPING PLAN PHASE 2C2.07SIGNAGE AND STRIPING PLAN PHASE 2C2.08BOLLARD LAYOUT PLANDEMOLITION PLAN - OUTBOUND - 1ST FLOOR2-OB-AD101DEMOLITION PLANS - CANOPY & RESTROOMS - OUTBOUND2-OB-AD102LIFE SAFETY PLAN - OUTBOUND2-OB-A100FLOOR PLAN - OUTBOUND - 1ST FLOOR2-OB-A101PHASE 2 DRAWINGSCIVILG2.01GENERAL NOTESG2.02AIRPORT NOTES, ACCESS ROUTE AND STAGINGNOTESG2.04SHEET LAYOUT PLAN PHASE 2G2.05OVERVIEW PHASE 2CD2.01DEMOLITION PLAN - PHASE 2C2.09STORMWATER POLLUTION PREVENTION PLANPHASE 2C2.10STORMWATER POLLUTION PREVENTION DETAILSPHASE 2C2.12LANDSCAPINGL0.02SHEET LAYOUT PHASE 2L2.00LANDSCAPE PLAN PHASE 2L2.01LANDSCAPE PLAN PHASE 2L2.02LANDSCAPE PLAN PHASE 2L2.03LANDSCAPE DETAILS PHASE 2L2.04LANDSCAPE PLANT LIST PHASE 2H2.00HARDSCAPE PLAN PHASE 2H2.01HARDSCAPE PLAN PHASE 2H2.02HARDSCAPE PLAN PHASE 2H2.03HARDSCAPE DETAILS PHASE 2H2.04HARDSCAPE DETAILS PHASE 2I0.02OVERALL IRRIGATION PLAN PHASE 2I2.00IRRIGATION PLAN PHASE 2I2.01IRRIGATION PLAN PHASE 2I2.02IRRIGATION PLAN PHASE 2I2.03IRRIGATION LEGEND PHASE 2I2.04IRRIGATION DETAILS PHASE 2I2.05IRRIGATION DETAILS PHASE 2ARCHITECTURECOMPOSITE PLAN - OUTBOUND - 1ST FLOOR2-G-A101COMPOSITE PLAN - OUTBOUND - 2ND FLOOR2-G-A1022-S001COMPOSITE FIRST FLOOR PLAN - STRUCTURAL SCOPE OF WORK2-S002COMPOSITE SECOND FLOOR PLAN - STRUCTURAL SCOPE OF WORK2-S101ENLARGED TERMINAL "B" FOUNDATION PLAN2-S102STEEL CANOPY "A" & "B"-FOUNDATION PLANSTEEL CANOPY "C" & "D" FOUNDATION PLAN2-S103STRUCTURAL2-S003ABBREVIATIONS AND STRUCTURAL NOTES2-S004ABBREVIATIONS AND STRUCTURAL NOTES2-S005WIND LOADING TABLES (C&C)2-S006WIND LOADING TABLES (C&C)REFLECTED CEILING PLAN - OUTBOUND2-OB-A105EXTERIOR ELEVATIONS - BAGGAGE CLAIM 1 AND 2 ROOF -OUTBOUND2-OB-A205ENLARGED PLAN AND INTERIOR ELEVATION- ELEVATORS -OUTBOUND2-OB-A405ENLARGED CEILING PLAN @ TICKETING - OUTBOUND2-OB-A406INTERIOR ELEVATIONS - RESTROOMS - OUTBOUND2-OB-A713MILLWORK AND EXTERIOR ELEVATIONS - CURB SIDE CHECK-IN -OUTBOUND2-OB-A724C2.11GENERAL DETAILSGENERAL DETAILS2-GD-A1012-GD-A102COMPOSITE DEMOLITION PLAN - OUTBOUND - 1ST FLOORCOMPOSITE DEMOLITION PLAN - OUTBOUND - 2ND FLOORROOF PLAN - BAGGAGE CLAIM 1 AND 22-OB-A107INTERIOR ELEVATIONS - OUTBOUND CONTINUED2-OB-A71208-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1709-28-1709-28-1709-28-17XXXXXXXXXXX2-S102BWALL LINTEL LAYOUTXX500 West Fulton St.Sanford, Fl. 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 9:18:53 AMG103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - PHASE 207-14-2017S12014REVISIONS# DATEDESCRIPTIONBYCONFORMED SET4
COMPOSITE FIRST FLOOR PLAN - PHASE 2 - FIRE PROTECTION2-G-FP101COMPOSITE SECOND FLOOR PLAN - PHASE 2 - FIRE PROTECTION2-G-FP102FLOOR PLAN - OUTBOUND - 1ST FLOOR - FIRE PROTECTION2-OB-FP100FLOOR PLAN - OUTBOUND - 2ND FLOOR - FIRE PROTECTION2-OB-FP101MECHANICAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS2-G-M001MECHANICAL SCHEDULES -12-G-M300MECHANICAL SCHEDULES -22-G-M301MECHANICAL DETAILS -12-G-M500COMPOSITE FIRST FLOOR PLAN - PHASE 2 - MECHANICAL2-G-M101COMPOSITE SECOND FLOOR PLAN - PHASE 2 - MECHANICAL2-G-M102COMPOSITE ROOF PLAN - PHASE 2 - MECHANICAL2-G-M103FLOOR PLAN - OUTBOUND - 1ST FLOOR - MECHANICAL2-OB-M100FLOOR PLAN - OUTBOUND - 1ST FLOOR - MECHANICAL2-OB-M101FLOOR PLAN - OUTBOUND - 2ND FLOOR - MECHANICAL2-OB-M103ROOF PLAN - OUTBOUND - MECHANICAL2-OB-M104ENLARGED FLOOR PLAN - OUTBOUND - MECHANICAL2-OB-M400ELECTRICAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS2-E001LIGHTING SCHEDULE2-E002COMPOSITE - 1ST FLOOR -DEMOLITION PLAN2-G-E100COMPOSITE - 1ST FLOOR -ELECTRICAL PLAN2-G-E101OUTBOUND TERMINAL - WEST FIRST FLOOR - ENLARGEDELECTRICAL DEMOLITION2-OB-E100OUTBOUND TERMINAL - ELECTRICAL DEMOLITION ENLARGED BUILDING ELECTRICAL PLAN2-OB-E101OUTBOUND TERMINAL- FIRST FLOOR - TICKETING POWER PLAN2-OB-E102OUTBOUND TERMINAL EXPANSION - FIRST FLOOR - EXTENDEDLIGHTING PLAN2-OB-E2012-OB-E202OUTBOUND TERMINAL - FIRST FLOOR - CANOPY LIGHTING PLAN2-OB-E2032-OB-E204OUTBOUND TERMINAL - ROOF PLAN2-OB-E401ONELINE DIAGRAM- TERMINAL B2-OB-E600PANEL SCHEDULES2-OB-E701PANEL SCHEDULES2-OB-E702PLUMBING GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS2-G-P001PLUMBING SCHEDULE - 12-G-P300COMPOSITE FIRST FLOOR PLAN - PHASE 2 - PLUMBING2-G-P101COMPOSITE SECOND FLOOR PLAN - PHASE 2 - PLUMBING2-G-P102COMPOSITE ROOF PLAN - PHASE 2 - PLUMBING2-G-P103FLOOR PLAN - OUTBOUND - 1ST FLOOR - PLUMBING2-OB-P100FLOOR PLAN - OUTBOUND - 1ST FLOOR - PLUMBING2-OB-P101ROOF PLAN - OUTBOUND - 2ND FLOOR - PLUMBING2-OB-P105ROOF PLAN - OUTBOUND - 2ND FLOOR - PLUMBING2-OB-P106ROOF PLAN -OUTBOUND - PLUMBING2-OB-P107ENLARGED FLOOR PLANS - OUTBOUND - 1ST FLOOR - PLUMBING2-OB-P400OUTBOUND - PLUMBING RISERS2-OB-P500FIRE PROTECTIONFIRE PROTECTION TABLES, SCHEDULES AND GENERAL NOTES2-G-FP001FIRE PROTECTION DETAILS - 12-G-FP500FIRE PROTECTION DETAILS - 22-G-FP501MECHANICALMECHANICAL DETAILS -22-G-M501MECHANICAL SEQUENCE OF OPERATION - 12-G-M600MECHANICAL SEQUENCE OF OPERATION - 22-G-M601ELECTRICALELECTRICAL NAME PLATE DETAILS2-OB-E803COMPOSITE - 2ND FLOOR -ELECTRICAL PLAN2-G-E102OUTBOUND TERMINAL - FIRST FLOOR - TICKETING POWER PLAN2-OB-E103OUTBOUND TERMINAL EXPANSION - FIRST FLOOR - TICKETINGLIGHTING PLANOUTBOUND TERMINAL - SECOND FLOOR - LIGHTING PLAN2-OB-E205OUTBOUND TERMINAL - SECOND FLOOR - TICKETING LIGHTING PLAN2-OB-E206OUTBOUND TERMINAL - RED CLEVELAND BLVD SITE LIGHTING PLANPLUMBINGPLUMBING DETAILS - 12-G-P500PLUMBING DETAILS - 22-G-P501FLOOR PLAN - OUTBOUND - 1ST FLOOR - PLUMBING2-OB-P102FLOOR PLAN - OUTBOUND - 1ST FLOOR - PLUMBING2-OB-P103FLOOR PLAN - OUTBOUND - 2ND FLOOR - PLUMBING2-OB-P104CCTV NOTES AND SYMBOL LEGENDTA001CCTV EXISTING AND DEMO 1ST FLOOR PLAN2-TA113CCTVCCTV EXISTING AND DEMO 1ST FLOOR PLAN2-TA114CCTV PROPOSED 1ST FLOOR PLAN2-TA213CCTV DETAILSTA300FLOOR PLAN - OUTBOUND - 1ST FLOOR - MECHANICAL2-OB-M1022-OB-E8012-OB-E8022-OB-E601DETAILSLIGHTNING PROTECTION DETAILSLIGHTING CONTROL RISER DIAGRAMFIRE ALARM RISER DIAGRAM2-G-FA002COMPOSITE FIRST FLOOR PLAN - PHASE 2 - FIRE ALARM2-G-FA1012-OB-FA100FLOOR PLAN - OUTBOUND - 1ST FLOOR - FIRE ALARM2-OB-FA101FIRE ALARMFIRE ALARM GENERAL NOTES, ABBREVIATIONS AND SYMBOLS2-G-FA001COMPOSITE SECOND FLOOR PLAN - PHASE 2 - FIRE ALARM2-G-FA102FLOOR PLAN - OUTBOUND - 2ND FLOOR - FIRE ALARM2-OB-FA102DEMOLITION FLOOR PLAN - PHASE 2 - FIRE ALARM2-G-FA100FLOOR PLAN - OUTBOUND - 1ST FLOOR - FIRE ALARMCCTV EXISTING OVERALL 1ST FLOOR PLANTA110CCTV EXISTING OVERALL 2ND FLOOR PLAN2-TA120CCTV PROPOSED OVERALL 1ST FLOOR PLAN2-TA210CCTV PROPOSED OVERALL 2ND FLOOR PLANTA220DEMOLITION FLOOR PLAN - PHASE 2 - FIRE ALARM2-GD-FA100DEMOLITION FLOOR PLAN - PHASE 2 - FIRE ALARM2-GD-FA1012-S104TERMINAL "B" FOUNDATIONS SECTIONS AND DETAILSTERMINAL "B" MEZZANINE LEVEL FRAMING PLAN2-S201TERMINAL "B" MEZZANINE FRAMING SECTIONS AND DETAILS2-S202TERMINAL "B" MEZZANINE FRAMING SECTIONS AND DETAILS2-S203TERMINAL "B" ROOF FRAMING PLAN2-S301STEEL CANOPY "A" & "B" FRAMING PLAN2-S302STEEL CANOPY "C" & "D" AND TOWER FRAMING PLAN2-S303TERMINAL "B" ROOF TRUSSES AND FRAMING DETAILS2-S304TERMINAL "B" ROOF TRUSSES AND FRAMING DETAILS2-S305TERMINAL "B" ROOF TRUSSES AND FRAMING DETAILS2-S306TERMINAL "B" ROOF TRUSSES AND FRAMING DETAILS2-S307TERMINAL "B" ROOF TRUSSES AND FRAMING DETAILS2-S308STEEL CANOPY "A" FRAMING SECTIONS AND DETAILS2-S309STEEL CANOPY "B" FRAMING SECTIONS AND DETAILS2-S310STEEL CANOPY "C" FRAMING SECTIONS AND DETAILS2-S311STEEL CANOPY "C" FRAMING SECTIONS AND DETAILS2-S312TERMINAL "B" FRAMING ELEVATIONS2-S401TERMINAL "B" WALL SECTIONS2-S501TERMINAL "B" WALL SECTIONS2-S502TERMINAL "B" WALL SECTIONS AND DETAILS2-S503STRUCTURAL STAIRS ENLARGED PLAN, SECTIONS AND DETAILS2-S601STEEL FRAMING CONNECTIONS AND DETAILS2-S701WALL LINTEL LAYOUT2-S201B2-S105TERMINAL "B" FOUNDATIONS SECTIONS AND DETAILS08-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-17STRUCTURAL CONTINUED09-28-1709-28-1709-28-17XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOUTBOUND TERMINAL - RED CLEVELAND BLVD - CANOPY LIGHTING PLAN2-OB-E207XXXXX500 West Fulton St.Sanford, Fl. 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 9:19:00 AMG103.1PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - PHASE 207-14-2017S12014REVISIONS# DATEDESCRIPTIONBYCONFORMED SET5
B4.1.03 ELEVATION- OUTBOUND- CBIS AREA AND MUB4.1.04 ELEVATION- INBOUND- IB6/CD6B5.1.01 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 DEVICESB7.1.01 GENERAL DETAIL DRAWING (OUTBOUND CATWALK)B7.1.03 GENERAL DETAIL DRAWING (OVERSIZED BAG SLIDES)W100 GENERAL NOTES, STANDARDS & KEY PLANWAYFINDINGW101 NEW SIGN REQUIREMENTSSIGN TYPE DETAILS A - CW201 SIGN TYPE DETAILS A - CW202 SIGN TYPE DETAILS D - FW203 SIGN TYPE DETAILS GW301 SHEET LAYOUT PLAN - PHASINGW502 PHASE 2 TEMPORARY SIGNAGE PLAN - OUTBOUNDW501 PHASE 2 DEMOLITION PLANSW200 SIGN TYPE DETAILS - TEMPORARY SIGNAGEW500 PHASE 2 SIGNAGE SCHEDULESW503 PHASE 2 NEW SIGNAGE PLAN - OUTBOUNDB1.1.00 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 AREAB2.1.01 PLAN- PHASING LAYOUT - BHS ALPHA 1B2.1.02 PLAN- PHASE 2 DEMO EXISTING INTERNATIONALB3.1.00 CBIS AREA EDS REMOVAL PATHB3.1.01 CBIS AREA EGRESS PERSONNEL PATHB4.1.01 ELEVATION- OUTBOUND- CS AND TICKET COUNTERSB4.1.02ELEVATION- OUTBOUND- CS AND TICKET COUNTERS2-TD400STRUCTURAL CABLING SYSTEM TELECOM GROUNDINGRISER DIAGRAM2-TD401FIBER RISER DIAGRAM COMMUNICATIONS ROOM LOGICDIAGRAM2-TN001ADMIN NETWORK SYSTEM LOGIC DIAGRAM2-TN002SECURITY NETWORK SYSTEM LOGIC DIAGRAM2-TN003AWW AREA NETWORK SYSTEM LOGIC DIAGRAM2-TT001TELEPHONY SYSTEM LOGIC DIAGRAM2-TC100DAS OVERALL FIRST FLOOR PLAN2-TC102DAS PARTIAL FIRST FLOOR PLAN2-TC200DAS OVERALL SECOND FLOOR PLAN2-TC202DAS PARTIAL SECOND FLOOR PLAN2-TC300DAS EQUIPMENT MATRIX2-TI100APS OVERALL FIRST FLOOR PLAN2-TI200APS OVERALL SECOND FLOOR PLAN2-TI200AAPS OVERALL ZONE LAYOUT - SECOND FLOOR PLAN2-TI202APS PARTIAL SECOND FLOOR PLAN2-TI300AUDIO PAGING SYSTEM LOGIC DIAGRAM2-TI301AUDIO PAGING SYSTEM FUNCTIONAL DIAGRAM2-TI401APS SPEAKER MOUNTING DETAILS2-TN100EVIDS OVERALL FIRST FLOOR PLAN2-TN102EVIDS PARTIAL FIRST FLOOR PLAN2-TN103EVIDS PARTIAL FIRST FLOOR PLAN2-TN300EVIDS FIDS / BIDS SYSTEM LOGIC DIAGRAM2-TN200EVIDS OVERALL SECOND FLOOR PLAN2-TN301EVIDS LOGIC DIAGRAM2-TN400EVIDS DISPLAY TYPE REFERENCES2-TN401EVIDS TYPE AND QUANTITY SCHEDULE DISPLAY TYPES ANDMOUNTING DETAILS2-TN402EVIDS TYPE AND QUANTITY SCHEDULE DISPLAY TYPES ANDMOUNTING DETAILSBAGGAGE BELTTY001 ACS - NOTES AND SYMBOL LEGENDACCESS CONTROL SYSTEMSACS EXISTING OVERALL 1ST FLOOR PLANTY110ACS EXISTING AND DEMO 1ST FLOOR PLAN2-TY114ACS PROPOSED 1ST FLOOR PLAN2-TY213ACS PROPOSED 1ST FLOOR PLAN2-TY214ACS PROPOSED FIRST FLOOR PLAN2-TY218ACS DETAILSTY301ACS DETAILSTY302ACS DETAILSTY303ACS DETAILSTY304TELECOMMUNICATIONSTELECOMMUNICATIONS LEGEND, SYMBOLS AND ABBREVIATIONS2-TA000TELECOMMUNICATIONS GENERAL NOTES2-TA0012-TD100STRUCTURAL CABLING SYSTEM OVERALL FIRST FLOOR PLAN2-TD101STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN2-TD102STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN2-TD103STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN2-TD104STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN2-TD105STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN2-TD106STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN2-TD107STRUCTURAL CABLING SYSTEM PARTIAL FIRST FLOOR PLAN2-TD200STRUCTURAL CABLING SYSTEM OVERALL SECOND FLOOR PLAN2-TD202STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOOR PLAN2-TD203STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOOR PLAN2-TD204STRUCTURAL CABLING SYSTEM PARTIAL SECOND FLOOR PLAN2-TD300EXISTING COMMUNICATIONS ROOM LAYOUT AND RACK ELEVATIONS2-TD301EXISTING COMMUNICATIONS ROOM LAYOUT AND RACK ELEVATIONS2-TD310NEW COMMUNICATIONS ROOM LAYOUT AND RACK ELEVATIONSACS EXISTING AND DEMO 1ST FLOOR PLAN2-TY113ACS EXISTING OVERALL 2ND FLOOR PLANTY120ACS PROPOSED OVERALL 1ST FLOOR PLANTY210ACS PROPOSED OVERALL 2ND FLOOR PLANTY22008-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1708-11-1708-25-1709-06-1709-26-1709-28-1709-28-1709-28-17ACS DETAILSTY300XXXXX2-TY600ACS DOOR SCHEDULEB.IS.01 ABBREVIATIONS GENERAL NOTES AND DRAWING INDEXB.IS.02 CONVEYOR LEGENDS AND SYMBOLSB.IS.03 MOTOR MANIFESTXXXXB1.1.07 PLAN VIEW - OVERSIZED BAG FLOWXB5.1.00 ELECTRICAL DEVICE STANDARDSB5.1.01 PLAN VIEW - CS1, CS2 AND TC1 AREA CONTROL DEVICESXXB6.1.00 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)XXXXB6.1.04 GENERAL DETAIL DRAWING (HANGING ATTACHMENTS)B6.1.05 BAGGAGE SAFETY SIGNAGEB6.1.06 GENERAL DETAIL DRAWING (BIT AND LADDER)XXX500 West Fulton St.Sanford, Fl. 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 9:21:33 AMG103.2PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINDEX OF DRAWINGS - PHASE 207-14-2017S12014REVISIONS# DATEDESCRIPTIONBYCONFORMED SET6
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 2:35:22 PMG105PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAGENERAL INFORMATION07-14-2017S120141110'-0"KEY NOTEREVISION TAGDOOR TAGWINDOW TAGPARTITION TYPEROOM NAME & NUMBEREQUIPMENT REFERENCENORTH ARROWCOLUMN DESIGNATION& GRIDLINEPROPOSED ELEVATIONDIMENSION LINESELEVATION REFERENCESECTION REFERENCEDETAIL INDICATORBREAK LINECENTER LINEA711. GENERAL CONTRACTOR SHALL FIELD SURVEY LOCATION AND VERIFY ALL EXISTINGCONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BEREPORTED TO THE ARCHITECT.2. NOTIFY THE ARCHITECT IN WRITING OF ANY UNEXPECTED CONDITIONS THAT ARE UNCOVEREDAFTER BEGINNING WORK.3. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK AS INDICATED ON THESE PLANS UNLESSOTHERWISE INDICATED.4. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BEAS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OFTHE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS . NOTIFY THE ARCHITECT FORRESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION.5. GENERAL CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT, APPROVALS, INSPECTIONS,CERTIFICATE FOR COMPLIANCE, AND ASSIST WITH THE CERTIFICATE OF OCCUPANCY ASREQUIRED UNLESS OTHERWISE NOTED.6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS OTHER THAN GENERAL BUILDINGPERMITS REQUIRED FOR SUCH WORK SHOWN ON THE DRAWINGS. SUCH PERMITS SHALL BEOBTAINED BEFORE STARTING THE WORK. SEPARATE PERMITS ARE REQUIRED FOR THEINSTALLATION OF ALL EXTERIOR SIGNAGE. 7. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY FACILITIES DURING CONSTRUCTIONFOR THE COMPLETE BUILDING OPERATION. THIS SHALL BE TEMPORARY ACCESS, EXIT,CORRIDORS, LIGHTING, FIRE PROTECTION, MAIN CORRIDOR PROTECTION, A/C & ALLINFRASTRUCTURE REQUIRED DURING THE FINAL STORE OPERATION.8. GENERAL CONTRACTOR SHALL REMOVE ALL TEMPORARY ITEMS AT THE COMPLETION OF WORKAS REQUIRED.9. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES, ALL APPROVED DRAWINGSINCLUDING ALL REVISIONS AND ADDENDA.10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ANDREQUIREMENTS DURING CONSTRUCTION.11. AFTER COMPLETION, GENERAL CONTRACTOR SHALL CLEAN WHERE EVER SUCH CLEANING ISREQUIRED, INCLUDING AREAS OF THE BUILDING MADE DIRTY BY CONSTRUCTION WORK. REMOVEFROM THE PREMISES TRASH, TOOLS, EQUIPMENT AND EXCESS CONSTRUCTION MATERIALS.12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE TOCOMPLETE THE WORK OUTLINED IN THESE DOCUMENTS , INCLUDING ITEMS WITHIN THE SPACEABOVE THE CEILINGS (STRUCTURAL MEMBERS, CONDUITS, MECHANICAL DUCTS, INSULATION,RECESSED LIGHT FIXTURES, AND CEILING CONSTRUCTION DIMENSIONS, ETC.) THE CONTRACTORSHALL BE RESPONSIBLE TO MAINTAIN THE FINISHED CEILING HEIGHT ABOVE THE FLOOR ASINDICATED IN THESE DRAWINGS FOR THE VARIOUS ROOMS AND AREAS.13. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THOSE LAWSHAVING JURISDICTION WEATHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESEDRAWINGS.14. CONTRACTOR WILL VERIFY WITH THE S.A.A., THE LOCATION OF ALL INFRASTRUCTURE, EVEN IF THEY ARE NOT SHOWN ON DRAWINGS.15. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PARTITION WALLS IF THEY AREREQUIRED DURING THE CONSTRUCTION PROCESS.16. GENERAL CONTRACTOR SHALL INCLUDE FURNISHING ALL MATERIALS EQUIPMENT, TOOLS,LABOR AND SERVICES NECESSARY FOR COMPLETION OF THE PROJECT.17. GENERAL CONTRACTOR SHALL PERFORM ALL WORK ALL WORK IN CONFORMITY WITH THOSELAWS HAVING JURISDICTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESEDRAWINGS.18. SHOP DRAWINGS:A. SUBMIT A SCHEDULE OF SHOP DRAWINGS PRIOR TO COMMENCING WORK.B. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVISION WHERE REQUIRED BY PLANSANDSPECIFICATIONS, WITH AMPLE TIME TO REVIEW AND APPROVE.C. ALL SHOP DRAWINGS, INCLUDING EQUIPMENT AND MATERIALS, SHALL BE REVIEWED ANDAPPROVED BY THE ARCHITECT PRIOR TO ORDERING OF FABRICATION.19. GENERAL CONTRACTOR TO SUBMIT TIMEFRAME & CONSTRUCTION PHASES SCHEDULE.20. GENERAL CONTRACTOR TO PROVIDE OWNER WITH ONE COMPLETE SET OF ACCURATE,FULL-SIZED AS-BUILT RECORD DRAWINGS FOR PERMANENT RECORD, AND ELECTRONIC VERSION IN AUTOCAD.21. FULLY WARRANTY ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR 2 YEAR FROM DATEOF ACCEPTANCE. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUNDDEFECTIVE DURING WARRANTY PERIOD. EXTEND ALL MANUFACTURER'S WARRANTIES TO THEOWNER.ABBREVIATIONS101ROOM5A5.2#NAME5A5.2STANDARD SYMBOLSAA000A5A5.21. DRAWINGS ARE IN INCHES UNLESS OTHERWISE NOTED.2. DIMENSIONS ARE GIVEN TO FACE OF CONCRETE PRECAST, FACE OF CONCRETEWITHOUT FINISH, FACE OF CMU WITHOUT FINISH AND FACE OF METAL STUD.3. PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL CODES ANDREGULATORY REQUIREMENTS.4. KEEP THE PREMISES NEAT AND CLEAN AT ALL TIMES.5. PROTECT ALL AREAS ADJACENT TO THE WORK AREA, OR THROUGH WHICHMATERIALS MUST PASS, TO PREVENT DAMAGE RESULTING FROM CONSTRUCTIONOR MATERIALS' HANDLING. RESTORE TO EXISTING CONSTRUCTION ORIGINALCONSTRUCTION IF/WHEN DISTURBED.6. WHEN "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYINGTERMS ARE USED, INTERPRET AS "TO BE REVIEWED BY THE ARCHITECT".7. FOLLOW THE MANUFACTURE'S STRICTEST WRITTEN RECOMMENDATIONS FORHANDLING, INSTALLATION, AND/OR APPLICATION OF ALL MATERIALS AND/ORPRODUCTS CONSISTENT WITH THE SKILL AND CARE NECESSARY FOR THEORDERLY PROGRESS OF WORK.8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.9. ALL FLOOR ELEVATIONS ARE GIVEN TO TOP OF CONC. SLAB (TOC), TOP OF WALL(TOW), OR TOP OF FLOOR FINISH (FEE), AS INDICATED.10. PERFORM ALL WORK IN A WORKMANLIKE MANNER.11. ALL GYPSUM BOARD WORK REQUIRES CORNER BEADS AND NEEDS TO BEAPPROVED BY THE ARCHITECT AND INSPECTOR BEFORE FINISHING IT.12. ALL DISTANCES, DATA AND EXISTING STRUCTURES AND UTILITIES ABOVE ORBELOW THE GROUND, WITHIN THE LIMITS OF THIS PROJECT SHALL BE CHECKED BYTHE CONTRACTOR. IN CASE OF CONFLICT, THE ARCHITECT SHALL BE NOTIFIEDIMMEDIATELY IN ORDER THAT CLARIFICATION MAY BE MADE.13. SITE SURVEY DRAWINGS ARE FOR INFORMATION ONLY. CONTRACTOR SHALLVERIFY AND PROVIDE ALL SITE SURVEY REQUIRED FOR THE WORK OF THISPROJECT.14. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHINGWORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS ANDSHALL BE INCLUDED AS PART OF THE CONTRACTORS WORK.GENERAL CONTRACTOR RESPONSIBILITYGENERAL NOTESABVABOVE FINISHED FLOORAFGABOVE FINISHED GRADEAPACCESS PANELACOUSACOUSTICALACTABOVEAFFACOUSTICAL CEILING TILEADDADDENDUMADHADHESIVEADJADJACENTADJTADJUSTABLEAGGAGGREGATEA/CAIR CONDITIONINGAHUAIR HANDLING UNITALTALTERNATEALUMALUMINUMANCHANCHOR, ANCHORAGEABANCHOR BOLTANODANODIZEDAPPROX APPROXIMATEARCHARCHITECTURALADAREA DRAINAUTOAUTOMATICAVGAVERAGEBSMNTBASEMENTBM BEAMBRG BEARINGBEL BELOWBET BETWEENBITBITUMINOUSBLK BLOCKBD BOARDBOT BOTTOMBW BOTTOM OF WALLBKT BRACKETBRK BRICKBRZBRONZEBLDGBUILDINGBUR BUILT-UP ROOFINGCAB CABINETCUH CABINET UNIT HEATERCPTCARPET (ED)CI CAST IRONCB CATCH BASINCLG CEILINGCEMCEMENTCTR CENTERCTCERAMIC TILECHBD CHALK BOARDCO CLEAN OUTCLR CLEARCLO CLOSETCOL COLUMNCOMP COMPRESS(ED), (ION),(IBLE)CONC CONCRETECMU CONCRETE MASONRY UNIT CONSTCONT. CONTINUOUSCONTR CONTRACTOR)CJTCONTROL JOINTCG CORNER GUARDCORR CORRIDORCTSK COUNTERSINKCRS COURSECYD CUBIC YARDDEPTDEPARTMENTDTLDETAILDIAG DIAGONALDIAM DIAMETERDIM DIMENSIONDW DISH WASHERDPR DISPENSERDISP DISPOSALDR DOORDO DOOR OPENINGDBL DOUBLEDA DOUBLE ACTINGDNDOWNDWR DRAWERDWGDRAWINGDFDRINKING FOUNTAINEAEACHEEASTELEC ELECTRIC(AL)EWC ELECTRIC WATER COOLEREL ELEVATIONELEV ELEVATOREMER EMERGENCYENC ENCLOSE (URE)ENG ENGINEER(ING)ENAM ENAMELEPT EPOXY PAINT(ED)EQ EQUALEQUIP EQUIPMENTEXH EXHAUSTEX EXISTINGEXP'D EXPOSEDEXP EXPANSION, EXPOSEDEJT EXPANSION JOINTEXT EXTERIOREIFS EXTERIOR INSULATION & FINISH EXTD EXTRUDEDFAB FABRICFWC FABRIC WALL COVERINGFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFIN FINISH(ED)FF FINISHED FLOORFA FIRE ALARMFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFPRF FIREPROOFFRFIRE RATINGFT FIRE TREATEDFIXT FIXTUREFLG FLASHINGFLR FLOOR(ING)FDFLOOR DRAINFLOUR FLUORESCENTFTG FOOTINGFDN FOUNDATIONFRM FRAMEFS FULL SIZEFURR FURRED (ING)GA GAGE, GAUGEGALVGALVANIZEDGC GENERAL CONTRACTORGLGLASS, GLAZINGGFRC GLASS FIBER REINFORCED CONCRETEGMU GLASS MASONRY UNITGTGLASS TILEGBGRAB BARGRD GRADE (ING)GRT GROUTGA GAGE, GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGLGLASS, GLAZINGGFRC GLASS FIBER REINFORCED CONCRETEGMU GLASS MASONRY UNITGT GLASS TILEGB GRAB BARGRD GRADE (ING)GRT GROUTGYP GYPSUMGWB GYPSUM WALL BOARDHP HANDICAPPEDHR HANDRAILHBD HARD BOARDHDW HARDWAREHDWDHARDWOODHD HEADHTG HEATINGHVAC HEATING/VENTILATING/AIR CONDITIONINGHTHEIGHTHPT HIGH POINTHCHOLLOW COREHMHOLLOW METALHB HOSE BIBBHORIZ. HORIZONTALIN INCHINCL INCLUDE(D), (ING)IC INSIDE CLEARID INSIDE DIAMETERINSUL INSULATE(D), (ION)INT INTERIORINVINVERTJANJANITORJTJOINT SJJOISTKITKITCHENLAMLAMINATELAVLAVATORYLCCLEAD COATED COPPERLHLEFT HANDLT LIGHTLS LIGHT SWITCHLWT LIGHT WEIGHTLTL LINTELLVR LOUVERMACH MACHINEMB MACHINE BOLTMH MAN HOLEMFR MANUFACTURE (ER)MAS MASONRYMO MASONRY OPENINGMTRL MATERIAL(S)MAX MAXIMUMMECH MECHANICALMC MEDICINE CABINETMED MEDIUMMTL METALMIN MINIMUMMISC MISCELLANEOUSMIR MIRRORMOD MODULARMR MOISTURE RESISTANT TMLDGMOLDING, MOLDINGMTD MOUNTEDMULL MULLIONNAT NATURALNOM NOMINALNCNONCORROSIVENNORTHNA NOT APPLICABLENICNOT IN CONTRACTNTS NOT TO SCALENO NUMBEROC ON CENTEROPNG OPENINGOPPOPPOSITEOPH OPPOSITE HANDOZ OUNCEODOUTSIDE DIAMETEROA OVERALLOH OVER HEADPTD PAINT(ED)PR PAIRPNL PANELPBD PARTICLE BOARDPTN PARTITIONPVMNT PAVEMENTPVRS PAVERSPERF PERFORATE(D)PLAS PLASTERP-LAMPLASTIC LAMINATEPL PLATEPWD PLYWOODPNT POINTPT PORCELAIN TILEPSF POUNDS PER SQUAREFOOTPSI POUNDS PER SQUARE INCHPFB PREFABRICATE(D)PM PRESSED METALPROP PROPOSEDQTY QUANTITYQT QUARRY TILERAD RADIUSRWL RAIN WATER LEADERREC RECESSEDREF REFERENCERFL REFLECT(ED), (IVE), (ING)REFRREFRIGERATORREINF REINFORCEREM REMOVEREQ'D REQUIREDRES RESILIENTRTRESILIENT TILERET RETURNRA RETURN AIRREV REVISIONRH RIGHT HANDRRISERRFG ROOFINGRD ROOF DRAINRM ROOMRO ROUGH OPENINGRB RUBBERSND SANITARY NAPKINDISPENSERSCHED SCHEDULESLNT SEALANTSECT SECTIONSHTH SHEATHINGSHT SHEETSM SHEET METALSVSHEET VINYLSH SHELF, SHELVINGSHRSHOWERSIM SIMILARSKLT SKYLIGHTSOG SLAB ON GRADESD SOAP DISPENSERSTC SOUND TRANSMISSIONCLASSSSOUTHSC SOLID CORESPEC SPECIFICATIONSASPRAY ACOUSTICSQ SQUARES/S STAINLESS STEELST STAIRSTD STANDARDSTA STATIONSTL STEELSTO STORAGESTRUC STRUCTURALSUSP SUSPENDEDSYS SYSTEMTKBD TACKBOARDTEL TELEPHONETEMP TEMPEREDTCTERRA COTTATZ TERAZZOTEX TEXTUREDTHK THICK(NESS)TPD TOILET PAPER DISPENSERT>ONGUE AND GROOVET&BTOP AND BOTTOMTCTOP OF CONCRETETF TOP OF FOOTINGTJ TOP OF JOISTTSL TOP OF SLABTST TOP OF STEELTW TOP OF WALLTW TOWEL BARTRTREADTRANS TRANSPARENTTYP TYPICALUC UNDERCUTUL UNDERWRITERUNO UNLESS NOTEDOTHERWISEUR URINALVERT VERTICALVG VERTICAL GRAINVIF VERIFY IN FIELDVEST VESTIBULEVPVENEER PLASTERVIN VINYLVCT VINYL COMPOSITION TILEVWC VINYL WALL COVERINGWC WATER CLOSETWH WATER HEATERWR WATER RESISTANTWP WATERPROOFINGWT WEIGHTWWF WELDED WIRE FABRICWWM WELDED WIRE MESHW WEST, WIDTH, WIDEWIN WINDOWWG WIRE GLASSWM WIRE MESHW/ WITHW/O WITH OUTWD WOODWPT WORK POINTWI WROUGHT IRONSYSTEMNPLANNORTHSAA SANFORD AIRPORT AUTHORITYRTU ROOF TOP UNITREVISIONS# DATE DESCRIPTION BYCONFORMED SET7
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 2:35:35 PMG106PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAGENERAL NOTES & PROJECT FINISHES07-14-2017S12014REVISIONS# DATE DESCRIPTION BYCONFORMED SET8
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 2:35:49 PMG107PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAAIRPORT SAFETY AND SECURITY NOTES07-14-2017S12014GENERAL NOTES1.ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED STAGING AREA, CONSTRUCTIONLIMITS OR HAUL ROUTES.2.THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WORKING INSIDE THE SECURE FENCE MUST CONFORM WITHALL AIRPORT SECURITY REQUIREMENTS AS OUTLINED IN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OF THESPECIAL PROVISIONS.3.AIRPORT OPERATIONS STAFF SHALL HAVE THE AUTHORITY TO SUSPEND CONSTRUCTION OPERATIONS AT ANY TIME;DUE TO WEATHER, UNSAFE WORKING CONDITIONS OR WHEN DEEMED TO BE IN THE BEST INTEREST OF THE AIRPORT.4.THE AIRPORT WILL BE IN OPERATION DURING THE CONSTRUCTION OF THIS PROJECT. COORDINATION OF WORK WITHAIRPORT MANAGEMENT IS MANDATORY SO AS TO MINIMIZE IMPACTS ON AIRPORT OPERATIONS. OPERATION OF THEAIRPORT IS OF THE UPPER MOST IMPORTANCE. WHEN THERE IS CONFLICT BETWEEN OPERATION OF THE AIRPORT ANDCONSTRUCTION, OPERATION OF THE AIRPORT WITH HAVE PRIORITY.5.EXISTING GRADES SHOWN ON THE DRAWINGS ARE BELIEVED TO BE ACCURATE, BUT THE AIRPORT ASSUMES NORESPONSIBILITY FOR THE ACCURACY OF THESE GRADES. IF THE CONTRACTOR DOES NOT CONCUR WITH THEELEVATIONS GIVEN ON THE DRAWINGS, HE SHALL NOTIFY THE ENGINEER IN WRITING PRIOR TO INITIATING ANYCONSTRUCTION ACTIVITIES. START OF WORK BY THE CONTRACTOR WITHOUT SUCH NOTIFICATION WILL BEINTERPRETED AS AN AGREEMENT BY THE CONTRACTOR WITH THE ACCURACY OF THE GRADES SHOWN ON THE PLANS.6.NOT USED7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND ACQUIRING ALL REQUIRED COUNTY, STATE AND CITYPERMITS.8.THE CONTRACTOR SHALL REVIEW ALL AIRFIELD UTILITIES WITH AIRPORT MANAGEMENT PRIOR TO BEGINNING WORK.9.THE PROJECT PAY ITEM IS PROVIDED TO BE INCLUSIVE OF ALL WORK TO BE PERFORMED AS SHOWN IN THESE PLANS.ALL INCIDENTAL WORK REQUIRED TO COMPLETE THE PROJECT IS TO BE INCLUDED IN THE COSTS OF PERFORMINGTHESE ITEMS.10.TESTING - UNLESS OTHERWISE SPECIFIED, ALL QUALITY ASSURANCE (QA) TESTING REQUIRED BY THESPECIFICATIONS FOR ACCEPTANCE OF WORKMANSHIP AND/OR MATERIALS SHALL BE INITIATED AND PAID FOR BY THEOWNER. QUALITY CONTROL (QC) TESTING SHALL BE INITIATED AND PAID FOR BY THE CONTRACTOR. FAILED QATESTING SHALL REQUIRE RE-TESTING WHICH SHALL BE INITIATED BY THE ENGINEER AND PAID FOR BY THECONTRACTOR.MAINTENANCE OF TRAFFIC AND SAFETY1.THE CONTRACTOR IS ADVISED THAT ALL AIRPORT ROADWAYS, EXCEPT THOSE THAT ARE TO BE CONSTRUCTEDUNDER THIS CONTRACT, WILL BE ACTIVE DURING THIS CONTRACT. THE CONTRACTOR WILL BE EXPECTED TOCONDUCT THE WORK SUCH THAT THE SAFETY OF OPERATIONS IS NOT REDUCED AND THAT VEHICULAR FLOW ISMAINTAINED AT ALL TIMES, EXCEPT AS SPECIFICALLY PROVIDED FOR IN THE CONTRACT DOCUMENTS OR ALLOWED BYTHE OWNER IN WRITING. THE CONTRACTOR IS ADVISED, AND SHALL ACCEPT AS AN IMPORTANT CONSIDERATION OFTHE WORK, THAT THE MAINTENANCE OF SAFE AND EFFICIENT ACCESS TO THE AIRPORT VIA THE ROADWAY SYSTEM ISAN INTEGRAL PART OF THE WORK. IN CASES NOT SPECIFICALLY COVERED ELSEWHERE IN THE CONTRACTDOCUMENTS, ALL TRAFFIC MAINTENANCE SHALL BE ACCOMPLISHED IN CONFORMANCE TO THE LATEST EDITION OFTHE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).DUST AND DEBRIS CONTROL1. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE DUST CONTROL REQUIREMENTS OF THIS CONTRACT.THE OPERATIONS OF THE RUNWAYS, TAXIWAYS, AND ASSOCIATED NAVAIDS ARE ESPECIALLY SENSITIVE TO DUST.THE CONTRACTOR SHALL BE PREPARED TO CONTROL DUST ON HAUL ROUTES ON A DAILY BASIS. WATERING, OROTHER APPROVED DUST CONTROL MEASURES SHALL BE AVAILABLE ON A DAILY BASIS TO CONTROL DUST. THEOWNER RESERVES THE RIGHT TO STOP GRADING AND HAULING, OR OTHER WORK IF NECESSARY, TO BRING DUSTUNDER CONTROL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTIONLIMITS AS WELL AS ALONG ANY ROADWAYS USED BY THE EQUIPMENT AND VEHICLES AT THE SOLE DISCRETION OFTHE AIRPORT.2.THE CONTRACTOR SHALL PROVIDE A FIBER BRISTLE PAVEMENT SWEEPER FOR KEEPING DEBRIS CLEAR AT ALLOPERATIONAL PAVEMENT CROSSING AREAS ON THE HAUL ROUTE AS REQUIRED BY AIRSIDE OPERATIONS.3.ALL UNSUITABLE MATERIAL AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF OFF OF AIRPORT PROPERTYUNLESS DIRECTED OTHERWISE BY THE ENGINEER OR AIRPORT PERSONNEL.4.SPECIFICATIONS ARE PROVIDED AS OUTLINE REQUIREMENTS FOR THE CONTRACTOR TO APPLY WATER, CHEMICALS,VEGETATION OR OTHER MATERIALS TO PREVENT THE OCCURRENCE OF DUST WHICH WILL BE OBJECTIONABLE TO THEOPERATIONS/USERS OF THE AREA. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO, AIRPORT OPERATIONS ANDMAINTENANCE AREAS; AIRCRAFT OPERATIONS AND AIRFIELD OPERATIONS. CONTRACTOR SHALL ALSO BE OBLIGATEDTO DISCONTINUE OPERATIONS WHICH VIOLATE EXISTING LAWS AND REGULATIONS OR CREATE AN UNDUE HAZARD TOAIR TRAFFIC. ALL COSTS FOR CONTROLLING DUST OR POLLUTANTS TO THE AIR OF ANY KIND SHALL BE INCIDENTAL TOTHE CONTRACT.ACCESS GATE REQUIREMENTS1.THE CONTRACTOR SHALL USE THE EXISTING GATE ENTRANCE (87ECHO / CHECKPOINT BRAVO), AND SHALL ADHERE TO ALL SECURITYREQUIREMENTS OF THE OWNER AS OUTLINED IN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OF THE SPECIALPROVISIONS.2.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING A SUITABLE ACCESS ROAD FROM THE PUBLICROADS TO THE SITE. UPON COMPLETION OF THE WORK, ANY ACCESS/HAUL ROUTE WILL BE DRESSED, HYDRO SEEDED ANDRESTORED TO THE ENGINEER'S SATISFACTION. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK, IT SHALL BEINCLUDED IN THE PROJECT.STORAGE, STAGING AND HAUL ROADS1.STORAGE AND STAGINGA)THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREA SPECIFIED FOR STOCKPILES,SHOPS, MAINTENANCE FACILITIES USE OF AND ALL CONTRACTOR SUPPORT FACILITIES. NOOTHER SITES SHALL BE PERMITTED ON AIRPORT PROPERTY WITHOUT WRITTEN APPROVALFROM THE ENGINEER AND OWNER.B)ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITE SHALL BEBORNE BY THE CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO, CLEARING AND GRADINGOF THE SITE, CONSTRUCTION OF ALL TEMPORARY UTILITIES, ACCESS ROADS, ALL SECURITYFENCING, ETC. AT THE CONCLUSION OF THE CONTRACT THE CONTRACTOR SHALL RESTORETHE SITE TO ITS PRE-CONSTRUCTION CONDITION.2.HAUL ROADSA)HAUL ROADS TO BE USED UNDER THIS PROJECT SHALL BE THOSE INDICATED ON THE DRAWINGSOR OTHERWISE SPECIFICALLY DESIGNATED BY THE OWNER/ENGINEER. IN GENERAL, THECONTRACTOR SHALL CONFINE EQUIPMENT AND HAULING TO THE AREAS UNDERCONSTRUCTION. NO DEBRIS SHALL BE ALLOWED ON THE ROADWAYS. THE PAVEMENT WILL BECLEANED BY THE CONTRACTOR USING POWER BROOMS OR SWEEPERS, AS REQUIRED, TO KEEPTHE AREA CLEAR OF ALL SOILS, CLODS OR OTHER DEBRIS. B)THE CONTRACTOR IS NOT PERMITTED TO OPERATE ANY CONSTRUCTION RELATED VEHICLES ONTHE AIRPORT ENTRANCE ROAD SYSTEM. ALL DELIVERIES TO THE STAGING AREA SHALL BE VIATHE HAUL ROUTES AS SHOWN ON THE PLANS.C)THE ACCESS POINTS TO THE PROJECT SITE SHALL BE DETERMINED BY SAA. THESPECIFIED GATE AREAS SHALL BE MONITORED DURING ALL CONTRACTOR OPERATIONS. IF IT ISDETERMINED BY THE OWNER/ENGINEER THAT THE CONTRACTOR'S HAULING OPERATIONS ARECAUSING EXCESSIVE DAMAGE TO THE EXISTING GATES OR PAVEMENT AREAS, THECONTRACTOR MAY BE REQUIRED TO CONSTRUCT, AT HIS EXPENSE, ADDITIONAL ACCESS GATESIMMEDIATELY ADJACENT TO THE EXISTING GATES. HE SHALL MAINTAIN THE NEW ACCESSPOINTS AND PROVIDE THE AFOREMENTIONED GATE GUARDS AT THESE LOCATIONS AND SHALLASSUME ALL LIABILITY FOR AIRPORT SECURITY RELATING TO THE USE OF THESE GATES.D)IF NECESSARY, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR RESTORING ALL AIRPORTSERVICE ROADS, INCLUDING THE PERIMETER SERVICE ROAD, TO THEIR PRE-CONSTRUCTIONCONDITION WHERE SUCH ROADS ARE USED BY THE CONTRACTOR FOR HAULING OPERATIONS.THE CONTRACTOR AND THE ENGINEER SHALL JOINTLY DETERMINE THE EXISTING CONDITIONSAS A BASIS FOR THIS RESTORATION REQUIREMENT.E)THE CONTRACTOR SHALL RESTORE ALL TURFED AND PAVED AREAS USED FOR HAUL ROADS TOTHEIR ORIGINAL CONDITION, INCLUDING THE ESTABLISHMENT OF TURF. ALL HAULING ALONG ORCROSSING THE AIRPORT AND STATE ROADS SHALL BE ACCOMPLISHED IN ACCORDANCE WITHTHE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SHALL BE COORDINATED BYAND ACCOMPLISHED BY THE CONTRACTOR. ALL COSTS FOR CONSTRUCTING, REMOVING ANDRESTORING OF HAUL ROADS REQUIRED FOR THE COMPLETION OF THE WORK SHALL BEINCLUDED IN THE APPROPRIATE ITEMS OF WORK CONTAINED IN THE PROPOSAL.3.OTHER CONTRACTORS AND AIRPORT EMPLOYEE PARKING AREASA)THE CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS MAY BE WORKING ON THE AIRPORT,AND COOPERATION BETWEEN CONTRACTORS IS REQUIRED.STAGING AREAS - GENERAL REQUIREMENTS1.THE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS SHOWN FOR REFERENCE ONLY. THE ACTUALSIZE AND EXACT LOCATION WILL BE ESTABLISHED PRIOR TO CONSTRUCTION. THE FOLLOWING REQUIREMENTS WILLAPPLY, HOWEVER:A)ALL OF THE CONTRACTOR'S ACTIVITIES,WILL BE STAGED FROMTHIS AREA. THE CONTRACTOR WILL BE RESPONSIBLE FOR TRANSPORTING EMPLOYEES FROM THE STAGINGAREAS TO AND FROM THE WORK AREA.B)THE STAGING AREA IS, AND WILL REMAIN THROUGHOUT THE CONSTRUCTION, INSIDE THE AOA. IT WILL BENECESSARY, TO ERECT AIRPORT SECURITY BARRIER AROUND THE AREA. COST OF ANY FENCING AND OTHERWORK REQUIRED TO PREPARE THE STAGING AREA SHALL BE INCIDENTAL TO MOBILIZATION.C)IT IS NOT ANTICIPATED THAT THE AIRPORT'S OBSTRUCTION HEIGHT REQUIREMENTS, AS DEFINED BY THE FAR PART 77, WILL RESTRICT THE CONTRACTOR'S ACTIVITIES IN THE STAGING AREA. IT IS REQUIRED, HOWEVER, THAT THIS ASSUMPTION BE VERIFIED BY THE CONTRACTOR THROUGH THE OWNER PRIOR TO BEGINNING WORK.D)THE OWNER MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOR OTHER CONTRACTORS BE LOCATED IN THE VICINITY. IF THIS OCCURS, THE CONTRACTOR SHALL COOPERATE, AS NECESSARY, TO ACCOMMODATE OTHERS..E)THE CONTRACTOR WILL BE REQUIRED TO OBSERVE ALL EXISTING TRAFFIC FLOW DIRECTIONS WHEN ENTERING AND LEAVING THE STAGING AREAS. NO COUNTER FLOW WILL BE ALLOWED ANY TIME.2.MATERIAL AND EQUIPMENT STORAGE SHALL BE LOCATED AS SHOWN ON THE SAFETY PLAN SHEET(S). THECONTRACTOR SHALL ADVISE ALL MATERIAL SUPPLIERS OF THE DELIVERY ROUTES TO BE USED FOR THE DELIVERYOF EQUIPMENT, MATERIALS, OR SUPPLIES. THE CONTRACTOR SHALL ALSO ADVISE THE SUPPLIERS THAT THERE WILLBE SET DELIVERY HOURS AND THEY WILL NOT BE ACCEPTED AT ANY OTHER TIME. DELIVERY HOURS WILL BE FROM8:00 AM TO 4:00 PM WEEKDAYS UNLESS PRIOR ARRANGEMENTS WITH AIRPORT PERSONNEL ARE MADE 48 HOURS INADVANCE. ANY DELIVERIES NOT MADE DURING THESE HOURS STATED WILL BE TURNED AWAY BY AIRPORTPERSONNEL. A REPRESENTATIVE OF THE CONTRACTOR MUST BE PRESENT FOR DELIVERY OF MATERIALS. MATERIALSAND EQUIPMENT NOT IN USE SHALL BE STORED OR PARKED IN AREAS DESIGNATED BY THE ENGINEER AND OUTSIDEOF THE RIGHT-OF-WAY AND TAXIWAY SAFETY ZONES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTRICTINGHIS/HER EQUIPMENT AND PERSONNEL TO THE IMMEDIATE VICINITY OF CONSTRUCTION AND TO AUTHORIZE AREASAND SHALL TAKE SUCH PRECAUTIONS, AT HIS OWN EXPENSE, AS ARE NECESSARY TO ASSURE COMPLIANCE WITHTHESE REQUIREMENTS.3.ALL MATERIALS AND EQUIPMENT, WHEN NOT IN USE, SHALL BE PLACED IN APPROVED AREAS WHERE THEY WILL NOTCONSTITUTE A HAZARD TO AIRPORT OPERATIONS. TALL BUTRELATIVELY LOW-VISIBILITY (I.E. CRANES, BACKHOES, DRILLS, ETC.) EQUIPMENT SHALL BESTORED IN A LOWERED CONFIGURATION WHEN NOT IN USE. THEAPPROVED STORAGE AREAFOR EQUIPMENT AND MATERIALS IS THE CONTRACTOR'S STAGING AREA. ANY OTHERAREAS TO BE USED FOR STORAGE MUST BE APPROVED BY THE ENGINEER AND OWNER PRIOR TO USE. EQUIPMENTAND/OR STOCKPILED MATERIALS SHALL BE STORED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WINDCONDITIONS.CONSTRUCTION PHASING REQUIREMENTS1.THE CONSTRUCTION PHASING AS SHOWN IN THESE CONTRACT DOCUMENTS IS A SIMPLIFIED PHASE DESCRIPTIONSHOWING GENERAL RELATIVE TIME FRAMES WITHIN WHICH CONSTRUCTION WORK WILL BE ACCOMPLISHED. THECONTRACTOR SHALL DEVELOP HIS OWN CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE REQUIREMENTS OFTHE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL SUBMIT THIS PLAN FOR REVIEW AND APPROVAL AMINIMUM OF 2 WEEKS PRIOR TO THE START OF CONSTRUCTION.SECURITY NOTES1.THE CONTRACTOR SHALL CONDUCT THEIR ACTIVITIES IN A SAFE AND SECURE MANNER AS SPECIFIED IN SECTION 4"SAFETY AND SECURITY REQUIREMENTS" OF THE SPECIAL PROVISIONS IN THE SPECIFICATIONS AND AS DESCRIBEDHEREIN.2.THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIED HEREIN, AND ALL FURTHERDIRECTIVES SPECIFIED BY THE OWNER OR DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL FURTHER BEREQUIRED TO PAY ALL FINES LEVIED BY THE TRANSPORTATION SECURITY ADMINISTRATION OR OTHER AUTHORIZEDGOVERNMENTAL AUTHORITY FOR VIOLATIONS OF TSA RULES, REGULATIONS AND THE SANFORD AIRPORT AUTHORITY. FINES ARE ALSO ASSESSED BY S.A.A..3.CONTRACTOR PERSONNEL SECURITY ORIENTATION - THE CONTRACTOR SECURITY POINT OF CONTACT SHALL BERESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS AND, FROM TIME TO TIME,OTHER SECURITY PROVISIONS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE REQUIREMENTSPRIOR TO WORKING IN THE CONSTRUCTION AREA.4.ACCESS TO THE SITE - ALL CONSTRUCTION PERSONNEL MUST FOLLOW THE AIRPORT'S LATEST SECURITY ANDBADGING REQUIREMENTS. CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS OR ASDIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTIONPERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO ANDFROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATECLEANUP OF ANY DEBRIS DEPOSITED ALONG THE HAUL ROAD AS A RESULT OF CONSTRUCTION TRAFFIC.5.MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE WILL USETHE ACCESS POINT AT THE CONTRACTOR'S STORAGE SITE.6.CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT STORAGEAREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURINGCONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND OWNER. THECONTRACTOR SHALL ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, SIGNAGEAND WARNING DEVICES VISIBLE FOR BOTH DAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL SUCH AREAS.7. CONTRACTOR WILL BE REQUIRED TO ATTEND THE MONTHLY SECURITY MEETING HELD ON THE 4TH WEDNESDAY OF EACH MONTH.REVISIONS# DATE DESCRIPTION BYCONFORMED SET9
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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 2:36:51 PMG108PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXISTING SYSTEMS CENTERS07-14-2017S12014 1" = 50'-0"1FIRST FLOOR - SYSTEM CENTERS 1" = 50'-0"2SECOND FLOOR - SYSTEM CENTERSNNORTHNNORTHREVISIONS# DATE DESCRIPTION BYCONFORMED SET10
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 BYCONFORMED SET11
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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 BYCONFORMED SET12
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 2:39:54 PMG111PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAADA SPECIFICATIONS07-14-2017S12014 1/2" = 1'-0"2HANDICAP CLEARANCESREVISIONS# DATE DESCRIPTION BYCONFORMED SET13
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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 2:41:10 PMG112PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE PLAN - LIFE SAFETY - FIRST FLOOR07-14-2017S12014 1/64" = 1'-0"1LIFE SAFETY PLAN - FIRST FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET14
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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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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 2:41:44 PMG113PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE PLAN - LIFE SAFETY - SECOND FLOOR07-14-2017S12014 1/64" = 1'-0"1LIFE SAFETY PLAN - SECOND FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET15
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 55CONFORMED SET16
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 555CONFORMED SET17
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 TRIM5CONFORMED SET18
GENERAL PROVISIONS1. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF THE ST.JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT. ALL OTHER PERMITSARE THE RESPONSIBILITY OF THE CONTRACTOR.2. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGETO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE REQUIREMENTSOF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGECONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS,THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATERPOLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING,MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP,COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) ANDNOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALLASSOCIATED FEES. FOR PROJECTS LESS THAN 1 ACRE IN SIZE THAT ARENOT REQUIRED TO COMPLY WITH THE NPDES GENERAL PERMIT, THECONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAININGEROSION AND SEDIMENT CONTROL MEASURES PRIOR TO AND DURINGCONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS ANDSPECIFICATIONS.3. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USETHE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARKINFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNEROR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELDMEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.4. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS TO THEENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIREDFOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALLTHOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLESFOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTIONPLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS ANDSHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOROTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FORERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THEENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS INSUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.5. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEYMONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BEREMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR ANDREPLACED, AS NECESSARY, BY SAME.6. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING.AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING AND STRUCTURALEXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; B)DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITHTHE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE ANDASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIXREVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LABCURED STRENGTH SAMPLES AND TESTING.7. IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BERESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (ORANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODYHAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS ORAPPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTIONTHEREWITH AND SHALL FURNISH THE OWNER AND ENGINEER THEREQUIRED CERTIFICATES OF INSPECTION, TESTING OR APPROVAL.8. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTORSHALL BE AN INDEPENDENT LABORATORY ACCEPTABLE TO THE OWNERAND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITH THELATEST EDITION OF THE "RECOMMENDED REQUIREMENTS FORINDEPENDENT LABORATORY QUALIFICATION", PUBLISHED BY THEAMERICAN COUNCIL OF INDEPENDENT LABORATORIES.9. TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR ANDTHE ENGINEER. ALL TEST RESULTS SHALL BE PROVIDED (PASSING ANDFAILING) ON A REGULAR AND IMMEDIATE BASIS.10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE APRE-CONSTRUCTION VIDEO (DVD FORMAT) ALONG THE PROPOSED ROUTEIN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEOSHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS,STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING ALONGPROPOSED CONSTRUCTION AREAS.11. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THECOMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES,STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS,PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTEDBY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESESURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER.AS-BUILT DRAWING REQUIREMENTS1. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THEENGINEER THREE WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATASHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALEDAND DATED BY THE RESPONSIBLE PARTY.2. AT THE COMPLETION OF THE WORK, DELIVER THE DRAWINGSDOCUMENTING AS-BUILT INFORMATION, MEASURED BY A LICENSEDSURVEYOR, TO THE ENGINEER, IN GOOD CONDITION AND FREE FROM ANYEXTRANEOUS NOTATION. THE AS-BUILT INFORMATION IS TO INCLUDE, BUTNOT BE LIMITED TO, THE FOLLOWING:A. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL UTILITYAND STORM STRUCTURES INCLUDING BUT NOT LIMITED TO MANHOLES,INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERTELEVATIONS.B. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES.C. STORMWATER POND TOP OF BERM AND POND BOTTOM ELEVATIONSAND HORIZONTAL DIMENSIONS MEASURED AT A MINIMUM OF TENLOCATIONS PER POND, AT LOCATIONS DESIGNATED BY THE ENGINEER.TOP OF POND HORIZONTAL DIMENSIONS ARE ALSO TO BE TIED TOPROPERTY CORNERS, EASEMENTS, AND RIGHTS-OF-WAY.D. STORMWATER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS,INCLUDING ALL WEIRS, SLOTS, ORIFICES, GRATES, AND SKIMMERS.E. STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS,ELEVATIONS, CONTOURS, AND CROSS SECTIONS.F. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITYVALVES, FITTINGS, CONNECTION POINTS, ETC.G. VERTICAL ELEVATIONS OF ALL PIPELINES AT CROSSINGS OF POTABLEWATER MAINS (WHETHER THE WATER MAIN IS EXISTING OR NEW) INORDER TO DOCUMENT THAT THE MINIMUM REQUIRED VERTICALSEPARATION HAS BEEN MET.H. UTILITY PIPELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT ANDRIGHT-OF-WAY LINES, LOCATED EVERY 200-FT PLUS ALL CHANGES INHORIZONTAL OFFSET.I. PAVEMENT WIDTH AND ELEVATIONS AT THE CENTERLINE AND EDGE OFPAVEMENT EVERY 300 FEET PLUS AT ALL CHANGES IN LONGITUDINALSLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY ANDSTREET INTERSECTIONS. FOR PARKING LOTS, RECORD CENTERLINEAND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE AISLES ANDISLANDS.STORMWATER POLLUTION PREVENTION REQUIREMENTS1. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACEAND/OR GROUNDWATER MUST BE CONTROLLED BY WHATEVER MEANSNECESSARY IN ORDER TO ENSURE THAT THEY DO NOT DISCHARGE FROMTHE SITE. AS AN EXAMPLE, SPECIAL CARE MUST BE EXERCISED DURINGEQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, ITMUST BE CONTAINED AND DISPOSED SO THAT IT WILL NOT FLOW FROM THESITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL,TREATMENT, AND DISPOSAL OF SOIL IN ACCORDANCE WITH LOCAL ANDSTATE REGULATIONS.2. ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLYWITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS.TEMPORARY SANITARY FACILITIES SHALL BE PROVIDED AT THE SITETHROUGHOUT THE CONSTRUCTION PHASE FOR USE BY ALL CONSTRUCTIONPERSONNEL AND SHALL BE SERVICED BY A COMMERCIAL OPERATOR ATLEAST ONCE A WEEK.3. DISCHARGES RESULTING FROM GROUNDWATER DEWATERING ACTIVITIESAT CONSTRUCTION SITES ARE PERMITTED PROVIDED THE GROUNDWATERIS FREE OF SEDIMENTS, IS NOT CONTAMINATED, AND DEWATERING OCCURSIN ACCORDANCE WITH STATE AND LOCAL GOVERNING AGENCYREGULATIONS. CONTRACTOR IS RESPONSIBLE FOR FDEP DEWATERINGPERMIT FOR ANY WATER DISCHARGES.4. CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALMUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURINGAPPLICATION, THE CONTENTS MUST BE KEPT IN TRUCKS OR WITHINSTORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BECOLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED AT ANAPPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY.5. THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL IN THESTORMWATER DISCHARGE(S) FROM A FACILITY OR ACTIVITY SHALL BEPREVENTED. THIS DOES NOT RELIEVE THE OPERATOR OF THE REPORTINGREQUIREMENTS OF 40 CFR PART 117 AND 40 CFR PART 302. THE OPERATORSHALL SUBMIT WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THERELEASE A WRITTEN DESCRIPTION OF: THE RELEASE (INCLUDING THE TYPEAND ESTIMATE OF THE AMOUNT OF MATERIAL RELEASED), THE DATE THATSUCH RELEASE OCCURRED, THE CIRCUMSTANCES LEADING TO THERELEASE, AND REMEDIAL STEPS TO BE TAKEN. THE SWPPP MUST BEMODIFIED WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THE RELEASE TO:PROVIDE A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES LEADINGTO THE RELEASE, AND THE DATE OF THE RELEASE. IN ADDITION, THE PLANMUST BE REVIEWED TO IDENTIFY MEASURES TO PREVENT THEREOCCURRENCE OF SUCH RELEASES AND TO RESPOND TO SUCHRELEASES, AND THE PLAN MUST BE MODIFIED WHERE APPROPRIATE.SITE PREPARATION1. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBINGOPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES ORUTILITIES.2. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS,ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO ADEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OFTHE GROUND.3. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATIONOPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREAS.UTILITY GENERAL NOTES1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THERESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELDRECONNAISSANCE.2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVEBEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND AREGIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEERASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THESTART OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THENECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIESWITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISECAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWNON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES,WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THEPROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THEENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION ORPROPER INSTRUCTION.3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOREXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINESTATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO (2) AND NO MORETHAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTIONACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATEIN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALLNON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIRFACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.PER FLORIDA STATUTE 553.851, THE CONTRACTOR OR EXCAVATOR ISREQUIRED TO NOTIFY THE GAS COMPANY TWO (2) WORKING DAYS PRIORTO STARTING EXCAVATION.4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAYHAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA:AT&TATTN: SCOTT LORENZ132 COMMERCE WAYSANFORD, FL 32771407-302-7611BRIGHT HOUSE NETWORKSATTN: MARVIN USRY3767 ALL AMERICAN BLVD.ORLANDO, FL 32810407-532-8509 FAA TECH OPS ATTN: JACK WIGGINS 1580 AVIATION CENTRAL PKWY DAYTON BEACH, FL 32114 386-226-3955FLORIDA POWER & LIGHTATTN: MARIANNE DILLARD2626 WEST STATE RD 46SANFORD, FL 32771407-328-1922 FLORIDA PUBLIC UTILITIES ATTN: DAN SCRIBBEN 450 S. CHARLES RICHARD BEALL BLVD. DEBARY, FL 32713386-668-26005. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.6. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITYAND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIESDURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATENECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITHEACH UTILITY.7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALLEXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISEINDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURINGCONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVEDAND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER ANDTHE ENGINEER.8. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES ANDLATERALS WITHIN THE PROPOSED CONSTRUCTION AREA PRIOR TOCONSTRUCTION AND ADJUST THE PROPOSED CONSTRUCTION AS NEEDED TOACCOMMODATE THESE EXISTING LINES.9. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THEENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALLCONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAYALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED ITCOMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS RECEIVED FROMTHE ENGINEER OR THE AIRPORT. WHERE SUCH PROPOSED REVISIONS DEVIATEFROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH REVISIONS WILL ALSOREQUIRE APPROVAL FROM FDEP.10. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTORSHALL FIELD VERIFY THE LOCATION, DEPTH, AND ALIGNMENT OF ALL EXISTINGPIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTORDEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FORADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTUREFROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTINGUTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONALFITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THEREASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVEDDEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NOADDITIONAL COST TO THE OWNER.11. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TESTPUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHEREQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC,LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THEENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS INADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORMSATISFACTORY PRETESTING PRIOR TO NOTIFICATION. SAA ITATTN: JERRY COCKER 1200 RED CLEVELAND BLVD. SANFORD, FL 32773 407- 585-4005SAA CONTROLATTN: TIFFANY VINCENT 1200 RED CLEVELAND BLVD. SANFORD, FL 32773 407-585-4101 SEMINOLE COUNTY FIBERATTN: JIM PORTER1101 EAST 1st STREETSANDFORD, FL 32771407-665-7444CITY OF SANFORDATTN: PAUL MOORE, UTILITY DIRECTOR300 N. PARK AVENUESANFORD, FL 32771407-688-5106J. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THATDEVIATES FROM THE APPROVED ENGINEERING DRAWINGS.K. WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA,SUCH AS STATION AND OFFSET, THE AS-BUILT DRAWINGS ARE TOREFLECT THE ACTUAL HORIZONTAL LOCATION.L. WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA, THEAS-BUILT DRAWINGS ARE TO REFLECT THE ACTUAL MEASUREDVERTICAL ELEVATION.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014GENERAL NOTESIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037CONFORMED SET19
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. 65037CONFORMED SET20
PHASE 2PROPOSEDBAGGAGE HANDLINGPHASE 2PROPOSED TERMINALEXPANSIONPHASE 2STAGING AREAPHASE 2PROPOSED DEPARTUREDROP-OFF / ARRIVAL PICK-UPPHASE 2PROPOSED WALLAND LANDSCAPINGAIRLINE AVE.1. 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 2IBDRBJDOJDOAS NOTED10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet5050100SAFETY NOTESCONFORMED SET21
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ED AREA KEEP OUT SITE BENCHMARK # 2SITE BENCHMARK # 1SITE BENCHMARK # 3SITE BENCHMARK # 4DCOMPACTORTCD2.00 - DEMOLITION PLAN PHASE 2C2.00 - SITE DIMENSION PLAN PHASE 2C2.02 - SITE GRADING PLAN PHASE 2C2.04 - SITE UTILITY PLAN PHASE 2CD2.01 - DEMOLITION PLAN PHASE 2C2.01 - SITE DIMENSION PLAN PHASE 2C2.03 - SITE GRADING PLAN PHASE 2SEE PLANS BY AVCONAIRLINE AVENUERED CLEVELAND BOULEVARDHANGER ROAD(ST)(NLT)(LTO)(S)(SVO)(ST)(SVO)(ST)Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SHEET LAYOUT PLANPHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet100100200CONFORMED SET22
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E 1LOADINGDOCKEXISTING AIRPORT TERMINALPROPOSED DROP-OFF / PICK-UPRED CLEVELAND BOULEVARDPROPOSEDLANDSCAPED AREABAGGAGE BELTPROPOSED BUILDINGNEW TICKETING AREADROP-OFFAREAEXISTING LOADING DOCKPROPOSED CANOPY RENOVATIONPROPOSED LANDSCAPED AREASPROPOSEDSIDEWALK REMOVALPROPOSED SIDEWALK ANDPAVEMENT MODIFICATIONArchitects 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 2IBDRBJDOJDO1" = 60'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet404080CONFORMED SET23
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITE BENCHMARK # 2SITE BENCHMARK # 1GENERATORDCOMPACTORTEXISTINGPARKING GARAGEWEST SIDEEXISTING CHECK-IN AREASAW-CUT PAVEMENTLIMIT FOR PHASE 2BEGIN CURBREMOVALSAWCUT EDGEOF PAVEMENT ATEXISTING CURBSAWCUT EDGEOF PAVEMENTSAVE AND PROTECTGREASE TRAPSSAVE ANDPROTECTMANHOLEDO NOT DISTURBAIR HANDLERS AND EQUIPMENTPROTECT BACKFLOWPROTECT FIRE HYDRANTEXISTING 6" STORMPIPE TO REMAINREMOVE FIRE HYDRANTAND WATER MAINPAVEMENT AND CURBTO BE REMOVEDREMOVE CANOPYSIDEWALK IS TO REMAIN(SEE ARCH. PLANS)(3) TREES TO BE RELOCATEDBOLLARD TO BE REMOVEDSIDEWALK TO BE REMOVEDCURB TO BE REMOVEDSTRIPING TO BE REMOVEDBEGIN CURB REMOVALSIDEWALK AND CURBRAMPS TO BE REMOVEDSTRIPING TOBE REMOVEDSTRIPING TOBE REMOVEDCURB AND RAMPTO BE REMOVEDSIDEWALK TO BE REMOVEDSEE SHEET CD2.01 FOR LIMITSCURB TOBE REMOVEDCURB TOREMAINEXISTING BUILDINGCONSTRUCTED IN PHASE 1PROTECT EXISTINGWATER MAINPROTECT EXISTING SANITARYREDCLEVELANDBLVD.AIRLINE AVE.AIRLINE AVE.SAVE ANDPROTECTMANHOLESAW-CUT PAVEMENTLIMIT FOR PHASE 2EXISTING 8" PVC STORMDRAIN TO REMAINEXISTING CLEANOUTBEGIN CURB REMOVALEXISTING CURB TO REMAINREMOVE FENCE AND BOLLARDSREMOVE TEMPORARYPHASE I FENCESIGN TO BE REMOVEDSIGN TO BE REMOVEDSIGNS TO BE REMOVEDTEMPORARY TRASH COMPACTORPAD TO BE REMOVED AFTERTRASH COMPACTOR MOVEDTO PERMANENT LOCATIONDURING PHASE IILIGHT POLE TO REMAINLIGHT POLE TO REMAINSIGN TO BE REMOVEDREMOVE EXISTING 8" PVCSTORM DRAIN AND CLEANOUTFROM MECHANICAL ROOMTO LOCATION SHOWNPAVEMENT AND CURBTO BE REMOVEDPAVEMENT TO BE REMOVEDMATCH LINE CD2.01N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014DEMOLITION PLANPHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037KEY MAPLEGENDMATCH LINEPHASE II SAW-CUT LIMITSSAW-CUTSIGN TO BE REMOVEDAREA TO BE DEMOLISHEDPAVEMENT TO BE REMOVEDSIDEWALK TOBE REMOVEDCONFORMED SET24
EXISTING TERMINAL(SEE ARCHITECTURAL PLAN)CURB TO BE REMOVEDEXISTING CANOPYTO REMAINEXISTING CANOPYTO REMAINREMOVE CANOPYAND SIDEWALK(SEE ARCH. PLANS)REMOVE CANOPYAND SIDEWALK(SEE ARCH. PLANS)REMOVE CANOPYAND SIDEWALK(SEE ARCH. PLANS)BOLLARDS TO BE REMOVEDDIRECTIONAL ARROWS ANDWORDING TO BE REMOVEDMONUMENT TOBE RELOCATEDFLAG POLE TOBE REMOVEDREMOVE ONCOMING TRAFFIC SIGNSIDEWALK, RAMP AND CURB TO BE REMOVEDREMOVE PEDESTRIAN CROSSING SIGNSTOP BAR TOBE REMOVEDCROSSWALK STRIPINGTO BE REMOVEDSAW-CUTEXISTING STOPBAR TO REMAINREDCLEVELANDBLVD.RED CLEVELAND BLVD.PHASE IBUILDING ADDITIONBOLLARDS TOBE REMOVED (TYP)REMOVE EXISTING SHRUBS ANDGROUND COVER ON EXISTING BERMREMOVE EXISTING SHRUBSAND GROUNDCOVER ONEXISTING BERM.PALMS TO REMAINREMOVE RAMP AND CURBSIDEWALK TOBE REMOVEDPEDESTRIAN EXITSIGN TO BE REMOVEDN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014DEMOLITION PLANPHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037KEY MAPLEGENDMATCH LINESAW-CUTSIGN TO BE REMOVEDAREA TO BE DEMOLISHEDMATCH LINE CD2.00CONFORMED SET25
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTGENERATORDT(ST)(NLT)88511882.E2.EC2.12C2.12EXISTINGBUILDINGBAGGAGE BELTPROPOSEDCOURTYARD(SEE LANDSCAPE PLANS)PROPOSED BUILDINGNEW TICKETING AREA(SEE ARCHITECTURAL PLANS)EXISTING CHECK-IN AREA30'69'158'12.00'PICK-UP / DROP-OFFN: 1614718.67E: 577477.46N: 1614688.49E: 577477.46N: 1614868.68E: 577543.25N: 1614820.02E: 577557.90N: 1614688.49E: 577635.45N: 1614631.68E: 577616.72N: 1614608.29E: 577424.57N: 1614759.70E: 577434.93SEE C2.05FOR STRIPINGFLAGPOLEPROPOSEDCANOPY5.0'R12'R20.0'REXISTING DOORSAW-CUT EXISTINGSIDEWALKEXISTINGCANOPY2.2'REXISTINGCROSSWALKPROPOSED CANOPY(SEE ARCHITECTURALPLANS FOR DETAILS)200'RSEE C2.05FOR STRIPINGSEE C2.05FOR STRIPING50.0'RPROPOSED 10' HT.SCREEN WALL(SEE ARCHITECTURALPLANS FOR DETAILS)CURB SIDECHECK-INPROPOSEDBENCH (TYP.)PROPOSED TRASHRECEPTACLE (TYP.)PROPOSED CONCRETE SIDEWALKTRANSITION FROM TYPE "F"CURB AND GUTTER TOINTEGRAL SIDEWALK AND CURBPROPOSEDCONCRETESIDEWALKCANOPYBAGGAGETRANSPORT ACCESS3337243PROPOSED COURTYARD(SEE LANDSCAPE PLANS)145.5'R10.0'R22.0'R3.0'R9710.0'R10.0'RPROPOSED CANOPY(SEE ARCHITECTURALPLANS FOR DETAILS)10310TRANSITION FROM TYPE "F"CURB AND GUTTER TOINTEGRAL SIDEWALK AND CURB993PROPOSEDCANOPY9911131213612222775PROPOSED COLUMNS7714PROPOSED8' SIDEWALK5.00'26.60'5.79'14.00'28.00'DROP-OFF6.00'6.00'52.82'72.78'16.00'4.5'R7PROPOSED ELEVATORRELOCATED STAIRCASEN: 1614871.64E: 577539.13N: 1614855.79E: 577523.31N: 1614887.95E: 577507.56N: 1614880.11E: 577499.72N: 1614890.97E: 577489.00N: 1614901.81E: 577499.85DIRECTIONAL DRILL AND PROVIDE3" SCH 80 PVC SLEEVEFOR TWO (2) 1" SITE LIGHTINGELECTRICAL CONDUITS151515MATCH LINE C2.01www.sunshine811.comN0Graphic Scale in Feet20204012345678Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE DIMENSION PLANPHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650379910111213MATCH LINEREFERENCE BASELINEPARKING SPACES PER ROWLEGENDLIGHT DUTY FLEXIBLE PAVEMENTSEE DETAIL 2.15, SHEET C2.11TYPE 'D' CONCRETE CURB PER FDOT INDEX NO. 300SEE DETAIL 2.8, SHEET C2.11TYPE 'F' CONCRETE CURB PER FDOT INDEX NO. 300SEE DETAIL 2.9, SHEET C2.11INTEGRAL CONCRETE SIDEWALKSEE DETAIL 2.7, SHEET C2.11HC ACCESSIBLE RAMP W/ DETECTABLEWARNING PAD PER FDOT INDEX 304-CRFLIGHTED BOLLARDSEE LANDSCAPE PLANS FOR DETAILSCONSTRUCT NOSE DOWN CURBSEE DETAIL 2.13, SHEET C2.11LIGHT DUTY CONCRETE PAVEMENTSEE DETAIL SHEET C1.18TRANSITION TO EXISTING CURBVALLEY GUTTER PER FDOT INDEX NO. 300SEE DETAIL 2.10, SHEET C2.11CONSTRUCT NEW TYPE 'F' CURB AND GUTTERSEE DETAIL 2.9, SHEET C2.11TRANSITION INTEGRAL SIDEWALK TO FLUSH SIDEWALKBEGIN 10' TRANSITION TO FLUSH PAVEMENT SECTIONKEYNOTES SYMBOL LEGENDKEY MAP14FLUSH CURB FOR ACCESSIBLE AREA15BOLLARDSEE DETAIL 2.19, SHEET C2.11CANOPY COVERED AREAHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 2.14, SHEET C2.11SIDEWALKSEE DETAIL 2.17, SHEET C2.11CONCRETECONFORMED SET26
17.88'N: 1614640.77E: 577884.47EXISTING CANOPYMATCH EXISTING CURBELEVATION AND FINISH10'RPHOTO-OP LOCATIONRELOCATED MONUMENTRELOCATED FLAG POLEEXISTING GARAGEPARKING SIGNEXISTING TYPE "F" CURBPROPOSEDCONCRETESIDEWALKEXISTING CURB RAMPPROPOSED FENCE2322367EXISTING OVERHANGPROPOSED CANOPYPROPOSED CANOPY11.02'PROPOSED CONCRETESIDEWALK AND CURB15MATCH LINE C2.00www.sunshine811.comN0Graphic Scale in Feet20204023561Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE DIMENSION PLANPHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 6503779MATCH LINEREFERENCE BASELINEPARKING SPACES PER ROWLEGENDKEY MAPKEYNOTES SYMBOL LEGENDLIGHT DUTY FLEXIBLE PAVEMENTSEE DETAIL 2.15, SHEET C2.11SEE SIGNAGE AND STRIPING PLAN C2.06TYPE 'F' CONCRETE CURB PER FDOT INDEX NO. 300SEE DETAIL 2.9, SHEET C2.11BOLLARDSEE DETAIL 2.19, SHEET C2.11TRAFFIC CHANNELIZATION GORE PER FDOT INDEX NO. 17346TRANSITION TO EXISTING CURBCANOPY COVERED AREAHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 2.14, SHEET C2.11SIDEWALKSEE DETAIL 2.17, SHEET C2.11CONFORMED SET27
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITE BENCHMARK # 2SITE BENCHMARK # 1GENERATORDCOMPACTORT(ST)(NLT)BAGGAGE TRANSPORT ACCESSCANOPYFLAGPOLE50.0349.5350.0049.7649.26M.E.M.E.M.E.M.E.49.5050.2849.78M.E.49.9250.10M.E.49.8049.9049.50M.E.49.2650.0649.56M.E.49.4549.9249.42M.E.49.3350.1049.60M.E.50.9550.7050.2049.7649.2650.7551.3851.0050.9050.9550.80 BW60.80 TW50.9550.7050.2050.0049.5049.5249.0249.0548.5549.2248.72M.E.48.9349.9049.4049.8049.3050.1550.00M.E.50.7050.2050.3049.80HPHP49.9049.8549.8049.3050.2549.7550.3550.3050.5050.00PROPOSED BUILDINGNEW TICKETING AREA(SEE ARCHITECTURAL PLANS)FFE = 51.0050.5050.8050.7550.6050.5050.0051.00±ME51.00±50.9552.65± M.E.51.88± M.E.50.5050.0050.2050.1050.30S-1S-7S-6S-5S-10S-11S-9S-8S-4S-3S-2S-12S-13S-14S-1649.9049.4049.6349.13±48.7950.0049.5050.0549.7550.5050.0050.0049.43±49.43±S-1551.08± M.E.50.30± M.E.50.13± M.E.S-17S-1750.5050.6050.7550.70S-22S-21S-17S-17S-17S-2050.2050.5051.0050.50S-18S-19S-192.E2.EC2.12C2.12S23S24M.E.M.E.www.sunshine811.comMANHOLETOP ELEV. 50.50SW ELEV. 41.70NE ELEV. 41.85NOTE:ROOF DRAINS WILL BE CONNECTED INTO EITHERTHE EXISTING OR PROPOSED STORM DRAIN SYSTEMS.N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE GRADING PLANPHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037S-6S-7S-1S-2S-3S-4S-5S-8S-9S-10S-11S-12S-13S-14S-15S-16STORM STRUCTURE SCHEDULEEXISTING INLETEX. GRATE ELEV. = 48.58RAISE GRATE TO ELEV. 49.75BOTTOM ELEV. = 40.72NE ELEV. = 41.50 (CORE BORE EXIST. INLET)TYPE 'C' INLET PER FDOT INDEX #232GRATE = 49.50SE ELEV. = 42.6045 LF~ 18" STORM PIPE @ 0.55%MANHOLETOP ELEV. 50.30NW ELEV. 42.35NE ELEV. FIELD DETERMINE - CONNECT EXIST.8" PVC MECHANICAL ROOM DRAINSE ELEV. 42.40SW ELEV. 42.30100 LF~ 18" STORM PIPE @ 0.45%30 LF~ 18" STORM @ 0.57%15 LF~ 15" STORM @ 2.00%TYPE "C" INLET GRATE ELEV. 50.30NW ELEV. 42.70SW ELEV. 43.0012" CLEANOUT AND WYE(CONNECT 10" DOWNSPOUT TO 12" C.O.)TOP ELEV. 50.80FL. 43.1818 LF~ 12" PVC @ 1.00%6" CLEANOUT WITH 6" WYETOP ELEV. 50.20F.L. 48.15138 LF~ 12" HDPE @ 1.00%12" CLEANOUT W/ WYETOP ELEV. 50.00ELEV. 46.6010 LF~ 12" HDPE @ 1.00%EXIST. INLETEXIST. GRATE ELEV. 48.23RAISE TOP TO ELEV. 49.60EXISTING SW. F.L. 46.33CORE BORE FOR 12" PVC ELEV. 46.5046.3447.5347.11MATCH LINESAW-CUT LIMITSCHAIN LINK FENCEPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTIONPROPOSED FLOW LINESEXISTING CONTOUR LINELEGENDKEY MAPMATCH LINE C2.03S-1712" X 6" WYECONNECT TO CANOPY DOWNSPOUT DRAINS WITH6" CLEANOUT @ EACH COLUMN.S-1812" CLEANOUT WITH 12" X 6" WYETOP ELEV. 50.05F.L. 47.98S-1912" CLEANOUTTOP ELEV. 49.90±F.L. 44.50S-2012" CLEANOUT WITH 12" WYETOP ELEV. 49.50±TO BUILDING F.L. 44.30S-2190 LF ~ 12" HDPE PIPE @ 1.0%S-2212" X 12" WYE CONNECTIONF.L. 44.05S-236" C.O. CONNECT 3" CONDENSATE LINES-2412" X 6" WYE CONNECTIONCONFORMED SET28
EXISTING CANOPYEXISTING CLEAN-OUTGRATE = 49.96M.E.49.30±GUTTERM.E.49.36±GUTTER49.95M.E.50.00±M.E.50.00±M.E.49.90±M.E.49.94±GUTTERM.E.M.E.50.4649.9650.4849.98S-27S-23S-26S-25S-24S-24M.E.49.96±50.4749.9750.4849.9849.7149.2149.6849.18MATCH LINE C2.02www.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE GRADING PLANPHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037NOTE:SEE SHEET C2.06 FOR SIGNAGE AND STRIPING PLAN46.3447.5347.11MATCH LINESAW-CUT LIMITSCHAIN LINK FENCEPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTIONPROPOSED FLOW LINESEXISTING CONTOUR LINELEGENDKEY MAPSTORM STRUCTURE SCHEDULES-2312" INSERT "A" TEEF.L. 43.40S-2412" CLEANOUTTOP ELEV. 50.80±F.L. 44.25S-2512" CLEANOUT WITH 12" WYETOP ELEV. 48.85±F.L. 44.0565 LF ~ 12" HDPE @ 1.0%S-2612" WYEF.L. 43.60S-27CANOPY COVERED AREAHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 2.14, SHEET C2.11SIDEWALKSEE DETAIL 2.17, SHEET C2.11CONFORMED SET29
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITE BENCHMARK # 2SITE BENCHMARK # 1GENERATORDTEXISTINGPARKING GARAGEWEST SIDEEXISTING BUILDINGFFE = 51EXISTINGLOADING DOCKRAMPBAGGAGE BELTCOURTYARDEXISTING8" WATERLINEEXISTING 6" SANITARY SEWEREXISTING UNDERGROUND ELECTRICEXISTING 8" WATER LINE5325614EXISTINGFIRE HYDRANT368216886ADJUST EXISTINGSANITARY MANHOLE TOPTO ELEV. 50.55999910(ST)(NLT)10ADJUST EXISTINGSANITARY MANHOLE TOPTO ELEV. 50.404111Key MapN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE UTILITY PLANPHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 6503712345LEGEND47.5347.11MATCH LINESAW-CUTREFERENCE BASELINECHAIN LINK FENCEEXISTING WATER LINEEXISTING UNDERGROUND ELECTRICPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTIONPROPOSED FLOW LINEEXISTING CONTOUR LINEPROPOSED POST INDICATOR VALVESEE DETAIL 2.25, SHEET C2.12WATER LINE SCHEDULEPROPOSED FIRE HYDRANTAND GATE VALVE ASSEMBLYSEE DETAIL 2.27, SHEET C2.126" X 8" TAPPING SLEEVE AND VALVEPROPOSED FDC6" DIP FIRE LINE WITH 18" - 0.25" WALLTHICKNESS STEEL CASING(STRAIGHT SEAM PIPE ONLY)GRADE B WITH MINIMUM YIELD STRENGTHOF 35,000 psi UNDER THE BUILDING6" - 90° BEND6BACKFLOW PREVENTERSEE DETAIL 2.26, SHEET C2.1276" - 22.5° BEND86" FIRE LINE9SEE ARCHITECTURAL DRAWINGSFOR CONNECTION TO BUILDING10CANOPY COVERED AREAHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 2.14, SHEET C2.11SIDEWALKSEE DETAIL 2.17, SHEET C2.11CONCRETE ISLANDCONNECT TO EXISTING 1" SERVICE11CONNECT TO EXISTING 6" PVCSANITARY SEWER LATERALSANITARY LINE SCHEDULE1CONFORMED SET30
GENERATOR(ST)(NLT)AIRLINE AVE.HANGER ROADPROPOSEDR1-1R3-233334441121010936354422121221292112446567REDCLEVELANDBLVD.2712101010911.00'11.00'2.00'74R1-6bR1-6b---STATELAWR1-6aKey Map123456789101112STOP SIGN, R1-1 24"X24"SEE DETAIL 2.21, SHEET C2.12HANDICAP PARKING SIGNSEE DETAIL 2.11, SHEET C2.12NO LEFT TURN SIGNSEE DETAIL 2.20, SHEET C2.12(S)(HC)(NLT)N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SIGNAGE AND STRIPING PLANPHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037LEGEND24" WIDE SOLID WHITE PAINTED STOP BAR PER FDOT INDEX No. 17346 (TYP)SEE DETAIL 2.22, SHEET C2.12WHITE REFLECTIVE DIRECTIONAL ARROWS ON PAVEMENT, PER FDOT INDEX No. 17346. (TYP)SEE DETAIL 2.23, SHEET C2.12EXISTING PAVEMENT STRIPING - TO REMAINEXISTING DIRECTIONAL ARROW - TO REMAINEXISTING CROSSWALK STRIPING - TO REMAINEXISTING STOP BAR - TO REMAINCURB RAMP DETECTABLE WARNING PAD PER FDOT INDEX No. 17346CROSSWALK STRIPING PER FDOT INDEX No. 1734618" WIDE WHITE DIAGONAL STRIPING PER FDOT INDEX 173466" WHITE LANE DELINEATION LINEPAVEMENT MARKING FOR CHANNELIZATION AT GORE PER FDOT INDEX NO. 173466" SKIP WHITE LANE DELINEATION LINE PER FDOT INDEX No. 17346SIGNAGE & STRIPING KEYNOTES AND SYMBOL LEGENDALL SIGNS PER SEMINOLE COUNTY SIGN SPECIFICATIONS.HEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 2.14, SHEET C2.11SIDEWALKSEE DETAIL 2.17, SHEET C2.11CANOPY COVERED AREACONFORMED SET31
R2-1(EXISTING)11.00'11.00'11.00'11.00'2.00'1010912126512121010393444637573444126RED CLEVELAND BLVD.R1-6bR1-6bSTATELAWR1-6aSTATELAWR1-6aR1-6bR1-6bSTATELAWR1-6aSTATELAWR1-6aW11-2W11-2Key MapN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SIGNAGE AND STRIPING PLANPHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 6503712345678910111224" WIDE SOLID WHITE PAINTED STOP BAR PER FDOT INDEX No. 17346 (TYP)SEE DETAIL 2.22, SHEET C2.12WHITE REFLECTIVE DIRECTIONAL ARROWS ON PAVEMENT, PER FDOT INDEX No. 17346. (TYP)SEE DETAIL 2.23, SHEET C2.12EXISTING PAVEMENT STRIPING - TO REMAINEXISTING DIRECTIONAL ARROW - TO REMAINEXISTING CROSSWALK STRIPING - TO REMAINEXISTING STOP BAR - TO REMAINCURB RAMP DETECTABLE WARNING PAD PER FDOT INDEX No. 17346CROSSWALK STRIPING PER FDOT INDEX No. 1734618" WIDE WHITE DIAGONAL STRIPING PER FDOT INDEX 173466" WHITE LANE DELINEATION LINECROSSWALK STRIPING PER FDOT INDEX No. 173466" SKIP WHITE LANE DELINEATION LINE PER FDOT INDEX No. 17346SIGNAGE & STRIPING KEYNOTES AND SYMBOL LEGENDALL SIGNS PER SEMINOLE COUNTY SIGN SPECIFICATIONS.STOP SIGN, R1-1 24"X24"SEE DETAIL 2.21, SHEET C2.12HANDICAP PARKING SIGNSEE DETAIL 2.11, SHEET C2.12NO LEFT TURN SIGNSEE DETAIL 2.20, SHEET C2.12(S)(HC)(NLT)LEGENDHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 2.14, SHEET C2.11SIDEWALKSEE DETAIL 2.17, SHEET C2.11CANOPY COVERED AREACONFORMED SET32
SIRED CLEVELAND BLVD.FOR AUTHORIZEDRIGHT TURNVEHICLESONLYEXISTINGR2-1(EXISTING)EXISTINGEXITREMOVE WITHPHASE 3CONSTRUCTION121010912101097712121010965R1-6bR1-6bSTATELAWR1-6aSTATELAWR1-6aW11-2W11-2Key MapN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SIGNAGE AND STRIPING PLANPHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 6503712345678910111224" WIDE SOLID WHITE PAINTED STOP BAR PER FDOT INDEX No. 17346 (TYP)SEE DETAIL 2.22, SHEET C2.12WHITE REFLECTIVE DIRECTIONAL ARROWS ON PAVEMENT, PER FDOT INDEX No. 17346. (TYP)SEE DETAIL 2.23, SHEET C2.12EXISTING PAVEMENT STRIPING - TO REMAINEXISTING DIRECTIONAL ARROW - TO REMAINEXISTING CROSSWALK STRIPING - TO REMAINEXISTING STOP BAR - TO REMAINCURB RAMP DETECTABLE WARNING PAD PER FDOT INDEX No. 17346CROSSWALK STRIPING PER FDOT INDEX No. 1734618" WIDE WHITE DIAGONAL STRIPING PER FDOT INDEX 173466" WHITE LANE DELINEATION LINECROSSWALK STRIPING PER FDOT INDEX No. 173466" SKIP WHITE LANE DELINEATION LINE PER FDOT INDEX No. 17346SIGNAGE & STRIPING KEYNOTES AND SYMBOL LEGENDALL SIGNS PER SEMINOLE COUNTY SIGN SPECIFICATIONS.CONFORMED SET33
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 Feet404080MATCH LINE A - SEE MATCH LINE A ABOVEMATCH LINE A - SEE MATCH LINE A BELOWCONFORMED SET34
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTGENERATORD(ST)(NLT)EXISTING BUILDINGBAGGAGE BELTPROPOSEDBUILDING ADDITION20343420TREE PROTECTIONLIMITS OF DISTURBANCETREE PROTECTIONTREE PROTECTIONLIMITS OF DISTURBANCELIMITS OF DISTURBANCEGUTTER BUDDYSEE DETAIL 2.3, SHEET C2.10GUTTER BUDDYSEE DETAIL 2.3, SHEET C2.10GUTTER BUDDYSEE DETAIL 2.3, SHEET C2.10GUTTER BUDDYSEE DETAIL 2.3, SHEET C2.10PROPOSED INLET PROTECTIONPERMANENT SEEDING/VEGETATIONSOIL TYPE: X SANDN0Graphic Scale in Feet202040TOTAL DISTURBED AREA 1.84 AC.TEMPORARY SILT FENCELIMITS OF DISTURBANCEPROPOSED FLOW LINESSOILS BOUNDARY LINEMYAKKA AND EAU GALLIE FINE SANDSURBAN LAND203420Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014STORMWATER POLLUTIONPREVENTION PLAN PHASE 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037SOILS LEGENDAREA SUMMARYLEGENDCONFORMED SET35
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:THESE SITE AREAS ARE LOCATED IN THE EXISTING LONG TERM PARKING LOT OFFHANGER ROAD. THE FIRST SITE IS A NEW TICKET BOOTH. THE SECOND AREA IS ANACCESS POINT TO THE EXISTING PARKING GARAGE.B. SITE CONDITIONS & ACTIVITIES NARRATIVE: THE TICKET BOOT DRIVE IS A PAVED CONNECTION FROM HANGER ROAD TO THEEXISTING PARKING LOT OVER MAINTAINED GRASS. THE ACCESS POINT CONNECTINGTHE PARKING LOT TO THE GARAGE IS OVER EXISTING MAINTAINED GRASS.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 GRATENOTES: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 2IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N.T.S.TEMPORARY CONSTRUCTION EXIT DETAIL2.1N.T.S.FILTER FABRIC INLET PROTECTION DETAIL2.2N.T.S.CURB INLET PROTECTION DETAIL2.3N.T.S.SEDIMENTATION AND SILT FENCE2.4N.T.S.GEOTEXTILE BAG INLET PROTECTION DETAIL2.5SECTION 2.B - 2.BPLAN VIEW2.B2.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.FLOWFLOWFLOWFLOWNOTE: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 2.A - 2.A2.A2.ACONFORMED SET36
3'SEE SITE PLAN 60" MIN. WIDTHLANDING5' MIN.4"4" THICK CONCRETESIDEWALK SECTIONRAMPPAVEMENTSIDEWALK FLUSH WITH PAVEMENTRAMP1:12 MAX.1:12 MAX.MONOLITHIC CONCRETEHANDICAP RAMP (3000 PSI)ACCESSIBLE PARKING SPACEACCESSIBLE PARKING SPACEACCESSIBLE AISLE6"8"6"*PAVEMENT18"2"RBASE3/4" RJOINTSEAL1/2" EXP JOINT AND PREFORMEDJOINT FILLER (SEE NOTE 1)Sidewalk(5" Min.)Ramp Width(4' Min.)Ramp1:121. 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. BAC3'- 0"7 1/2"7 1/2"1'-2"1'-10"CURBING 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.4"COMPACTED BENEATH PROPOSEDSIDEWALK AREA TO 98% MAX.DENSITY PER AASHTO T-180.10"VARIES4" MIN.1% MIN.SAW CUTCONTRACTIONJOINT18" DIA. CONCRETEFOOTINGFINISH SURFACE3'-0"4'-0"3"6" DIA. ,CONC. FILLED#40 STEEL BOLLARD WITH1/4" YELLOW, DOMED TOPSLEEVE REQUIRED2"R3"RArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014GENERAL DETAILSIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N.T.S.SIDEWALK RAMP2.6N.T.S.INTEGRAL CONCRETE SIDEWALK2.7N.T.S.TYPE D CURB DETAIL2.8N.T.S.HEAVY DUTY FLEXIBLE PAVEMENTCONSTRUCTION DETAIL2.14N.T.S.LIGHT DUTY FLEXIBLE PAVEMENTCONSTRUCTION DETAIL2.15N.T.S.TYPE F CURB AND GUTTER2.9N.T.S.CONCRETE VALLEY GUTTER DETAIL2.10N.T.S.HANDICAP PARKING STALL STRIPING DETAIL2.12N.T.S.FDOT INDEX 304 CR-E RAMP DETAIL2.13N.T.S.ACCESSIBLE SIGN DETAIL2.11N.T.S.CONCRETE SIDEWALK DETAIL2.17N.T.S.FLUSH SIDEWALK2.18N.T.S.BOLLARD DETAIL2.19BAC4" LIMEROCK BASE COURSE OR RECLAIMED CONCRETEAGGREGATE BASE, HAVING A MINIMUM LBR OF 100, COMPACTEDTO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BYTHE PROCTOR PROCEDURE AND IN ACCORDANCE WITHREQUIREMENTS OF SECTIONS 200 AND 911 OF THE FDOTSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION.4" MINIMUM STABILIZED SUB-GRADE HAVING A MINIMUM LBR OF40, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITYAS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE ANDIN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION.BCACOMPACTED SUBGRADE6" P.C. NON-REINFORCED CONCRETE PAVEMENTN.T.S.6" CONCRETE PAVEMENT2.16SECTION 2.C - 2.CSECTION 2.D - 2.D2.C2.C2.D2.D6 1/4"2'7 1/2"1' - 2"10"3/4" R.SLOPE TO FITDRIVEWAYNOTES:1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATIONCLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 3000 PSI.2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTEDAT INTERVALS NOT TO EXCEED 10' - 0" ON CENTERS FOR ALL CURBS.N.T.S.CONCRETE DROP CURB2.24CONFORMED SET37
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.R1-1(S)24"x24" STOP SIGN HIGH INTENSITYN.T.S.NO LEFT / NO RIGHT TURN SIGNS2.20N.T.S.STOP SIGN2.21N.T.S.STOP BAR DETAIL WITH SIGNAGE2.22N.T.S.TRAFFIC FLOW ARROWS2.23DOUBLE 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 BYPASSHYDRANTOPERATING NUT24" SQUARE AND6" THICK REINFORCEDCONCRETE SHEAR PAD(SEE NOTE 2, THIS SHEET)2 - #4 AT 9"O.C. ALL AROUNDCOMPACTEDBACKFILLSEE NOTE 3,THIS SHEET6" BEDDING ROCK6" PIPEMECHANICAL JOINT WITHRESTRAINERS (TYP.)RESILIENT SEAT GATEVALVE AND BOX(SEE FIGURE 400)M J HYDRANTANCHORING TEEVALVE PAD(SEE FIGURE 107)AS REQUIREDPUMPER NOZZLEFACING STREET18" MIN.24" MAX.VARIES12" MIN.6"NOTES:1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, ORWITH A PERMANENTLY PLUGGED WEEP HOLE.2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSEDSECTION.3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEARPAD SHALL BE A 12 INCH MINIMUM.4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLINGB-84, KENNEDY K81A OR CLOW MEDALLION F-2545.5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITHSECTION 52.7.5 OF THE UTILITIES MANUAL.6. CONTRACTOR SHALL PROVIDE THE CITY WITH HYDRANTWRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS52.4 AND 52.7.3 OF THE UTILITIES MANUAL.OPENCAST 2 PLACES180° APART5"12" DIA.6-1/4" DIA.6.84"30"DEPTH OF TRENCH AS SPECIFIED BY CUSTOMERGROUND LINE3.38"1/2" NPT TAPFOR TAMPERSWITCH(4) 3/4 DIA. BCON 10-1/2" DIA. BCNOTES:1. UL LISTED AND FM APPROVED2. POST MAY BE ORDERED IN THE FOLLOWING WAYS:ORDER PER A SPECIFIC APPLICATION. SPECIFY VALVE SIZE, DEPTH OF TRENCHAND OPEN DIRECTION POST IS TO BE USED WITH. THE POST IS INSTALLED AS ISWITH NO MODIFICATIONSIF POSTS ARE STOCKED: SPECIFY MOST COMMON VALVE SIZE ANTICIPATED,LONGEST DEPTH OF TRENCH ANTICIPATED, OPEN DIRECTION (IF KNOWN) OR A"DUAL ARROW" POST MAY BE ORDERED AND MODIFIED TO OPEN LEFT OR RIGHT.STOCKED POSTS WILL REQUIRE MODIFICATIONS AT THE TIME OF INSTALLATION.N.T.S.IP-71 INDICATOR POST2.25N.T.S.DOUBLE CHECK OR REDUCEDPRESSURE ZONE DETECTOR ASSEMBLY2.26N.T.S.FIRE HYDRANT ASSEMBLY DETAIL2.27CONFORMED SET38
SITE BENCHMARK # 2SITE BENCHMARK # 1SITE BENCHMARK # 3SITE BENCHMARK # 5SITE BENCHMARK # 4GENE
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J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:37am 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 21"=100'SCALE: 1"= 100'50 1002000Know what'sRL2.00L2.01L2.02RED CLEVELAND BLVD.HANGAR RD.AIRLINE AVE.AIRPORT RD.2CONFORMED SET39
B1B16H2.03PROPOSED PICNIC TABLEEXISTING PALM TO REMAINEXISTING A/C UNITSEXISTING GAS TANKEXISTING FIRE DOORPROPOSED SEMINOLE CHIPSPROPOSED BUILDING ADDITIONSEE CIVIL PLANS FORSITE IMPROVEMENTSPROPOSED MANHOLEEXISTING GREASE TRAPPROPOSED TRASH RECEPTACLEEXISTING RPZ-BFPEXISTING TRANSFORMERSMULCH EXISTING PLANTSPROPOSED RIBBON CURBSITE BENCHMARK # 2 L1ZP48ZP79ZP22ZP17RA97GJ36GJ18GJ12GJ19GJ29GJ20RENTALCARCOUNTERBAGGAGE CLAIM #3SR4SR3SN2MATCHLINE L1.04MATCHLINE L1.05TA1267TA365RED CLEVELAND BLVD.ZP11SG1SG1SG1DT112TS131TS117NOTE:REFER TO ELECTRICAL SHEET 2-OB-E204APPROXIMATE LOCATIONOF EXISTING DATE PALMTO REMAINAPPROXIMATE LOCATIONOF EXISTING DATE PALMTO REMAINAPPROXIMATE LOCATIONOF EXISTING DATE PALMTO REMAINREMOVE EXISTING SHRUBSALONG THE LANDSCAPE BERMPHOTO-OP PLAZA10' X 10' SIGHT TRIANGLEAPPROXIMATE LOCATIONOF EXISTING DATE PALMTO REMAINPROP. BOLLARDLIGHTING TYP.REFER TO LIGHTINGPLANSEXISTING SHRUBS TO REMAIN10' X 10' SIGHT TRIANGLEZP17LEGENDSG1 - BOLLARD LIGHT PROPOSED - REFER TO ELECTRICAL SHEET 2-OB-E204EX EXISTING PALM CF HAWAIIAN TIEX EXISTING CRAPE MYRTLEEX EXISTING PALM TREESPLANT LIST - PHASE 2SYM. COMMON NAMEGROUNDCOVERSHRUBS CF1DOGWOODSPSABAL PALMSR ORANGE BIRD OF PARADISERELADY PALMPR PYGMY DATE PALMMC MUHLY GRASSRA DUC DE ROHAN AZALEAAZ VARIEGATED SHELL GINGERSN WHITE BIRD OF PARADISEPS SYLVESTER PALMGJ DWARF GARDENIACVLIL JOHN BOTTLE BRUSHPX XANADUE PHILODENDRONSA SCHEFFLERAZP1 COONTIEZP COONTIEAA LILY OF THE NILEBMJ JAPANESE BOXWOODSS TRIOSTAR STROMANTHE TATRICOLOR JASMINEDT BLUEBERRY FLAX LILYOP BLACK MONDO GRASSTS DWARF OYSTER PLANTJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:38am 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 21"=10'Key MapSCALE: 1"= 10'510200SCALE: 1"= 10'510 200PHASE 2LANDSCAPE AREA 1PHASE 2LANDSCAPE AREA 2Know what'sRLANDSCAPE AREA 2SCALE: 1" = 10'2LANDSCAPE AREA 1SCALE: 1" = 10'CONFORMED SET40
SITE BENCHMARK # 2 L1
ZP110CF4SR6SN2CF3AA16AA10SR6SA12TA50TA63BMJ30B2B2B2B2B2B2T2T2T2T2T2T2T2T2SR3AA9AA6BMJ21B2B2B2ZP113TA38TA32B2B2B2RED CLEVELAND BLVD.DT23AA5OP155CF4AA18ZP114SG1SG1SG1SG1SG1SG1SG1SG1SG1SG1SG1SG1SESESESESESEPROPOSED TRASH RECEPTACLETYP.EXIST. CRAPE MYRTLES (3) TO REMAINEXIST. PALMS (3)TO BE REMOVEDPROPOSED PAVERSSEE HARDSCAPE PLANSPROPOSED PAVERS SEE HARDSCAPE PLANSEXISTING PALMS (3)TO REMOVEDEXISTING PALM TO BE REMOVEDEXISTING PALMTO REMAINEXISTING SHRUBS TO REMAINFILL IN SHRUBS WITH NEW MATCHINGSHRUBS AS NECESSARYPROP. CANOPYPROP. CANOPYPROP. UP LIGHTING TYP.REFER TO ELECTRICAL PLANSPROP. UP LIGHTING TYP.REFER TO ELECTRICAL PLANSPROP. BOLLARD LIGHTING TYP.REFER TO ELECTRICAL PLANSPROPOSED PAVERSPROPOSED PAVERSPROPOSED COLUMN TYP.EXIST. GAS LINEEXIST. GROUNDCOVER TO REMAINEXIST. HEDGE TO REMAINEXISTING SHRUBS TO REMAINFILL IN SHRUBS WITH NEW MATCHINGSHRUBS AS NECESSARYSS7SS31OP34OP308LEGENDSG1 - BOLLARD LIGHT PROPOSED - REFER TO ELECTRICAL SHEET 2-OB-E201SE - UP LIGHT PROPOSED - REFER TO ELECTRICAL SHEET 2-OB-E201EX EXISTING PALM CF HAWAIIAN TIEX EXISTING CRAPE MYRTLEEX EXISTING PALM TREESPLANT LIST - PHASE 2SYM. COMMON NAMEGROUNDCOVERSHRUBS CF1DOGWOODSOD ST. AUGUSTINE GRASSSSPSABAL PALMSR ORANGE BIRD OF PARADISERELADY PALMPR PYGMY DATE PALMMC MUHLY GRASSRA DUC DE ROHAN AZALEAAZ VARIEGATED SHELL GINGERSN WHITE BIRD OF PARADISEPS SYLVESTER PALMGJ DWARF GARDENIACVLIL JOHN BOTTLE BRUSHPX XANADUE PHILODENDRONSA SCHEFFLERAZP1 COONTIEZP COONTIEAA LILY OF THE NILEBMJ JAPANESE BOXWOODSS TRIOSTAR STROMANTHE TATRICOLOR JASMINEDT BLUEBERRY FLAX LILYOP BLACK MONDO GRASSTS DWARF OYSTER PLANTJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:38am 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 21"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 2LANDSCAPE AREA 3LANDSCAPE AREA 3SCALE: 1" = 10'2CONFORMED SET41
SITE BENCHMARK # 2 L1
EX EXISTING PALM CF HAWAIIAN TIEX EXISTING CRAPE MYRTLEEX EXISTING PALM TREESPLANT LIST - PHASE 2SYM. COMMON NAMEGROUNDCOVERSHRUBS CF1DOGWOODSOD ST. AUGUSTINE GRASSSSPSABAL PALMSR ORANGE BIRD OF PARADISERELADY PALMPR PYGMY DATE PALMMC MUHLY GRASSRA DUC DE ROHAN AZALEAAZ VARIEGATED SHELL GINGERSN WHITE BIRD OF PARADISEPS SYLVESTER PALMGJ DWARF GARDENIACVLIL JOHN BOTTLE BRUSHPX XANADUE PHILODENDRONSA SCHEFFLERAZP1 COONTIEZP COONTIEAA LILY OF THE NILEBMJ JAPANESE BOXWOODSS TRIOSTAR STROMANTHE TATRICOLOR JASMINEDT BLUEBERRY FLAX LILYOP BLACK MONDO GRASSTS DWARF OYSTER PLANTJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Sep 18, 2017 - 12:46pm 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 21"=30'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 2LANDSCAPE AREA 4LANDSCAPE AREA 4SCALE: 1" = 10'208/11/171DRB09-18-17 ADDENDUM #4 FDOT INDEX 5200 WALL DRB33CONFORMED SET42
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Jun 15, 2017 - 9:39am 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 2OVERALL HEIGHTCLEAR TRUNKCLEAR WOODBUDMATRIX D PALMDATE PALMDPI INSPECTION NOTES(REQUIRED)D.P.I. PALM INSPECTION NOTE:ALL PALMS SHALL HAVE A VALID AND CURRENTSTATE OF FLORIDA, DIVISION OF PLANT INDUSTRY(DPI) INSPECTION CERTIFICATION PRIOR TO BEINGTRANSPORTED TO THE CONSTRUCTION SITE. THEDPI CERTIFICATION MUST BE SUBMITTED TO CPHAND A COPY OF THIS CERTIFICATION MUST BEPROVIDED TO THE GENERAL CONTRACTOR ANDMAINTAINED WITH THE CONSTRUCTION RECORDS.DPI INSPECTION NOTES(REQUIRED)D.P.I. INSPECTION OF ALL PLANT MATERIAL:ALL TREES, SHRUBS AND SOD WILL HAVE A VALIDAND CURRENT STATE OF FLORIDA, DIVISION OFPLANT INDUSTRY (DPI) INSPECTIONCERTIFICATION PRIOR TO BEING TRANSPORTEDTO THE CONSTRUCTION SITE. THE DPICERTIFICATION MUST BE SUBMITTED TO CPH ANDA COPY OF THIS CERTIFICATION MUST BEPROVIDED TO THE GENERAL CONTRACTOR ANDMAINTAINED WITH THE CONSTRUCTION RECORDS.Four (4) foot high 14.5 guage wire 2"x2" mesh fencing shall be installed encompassing the drip line of each tree, or one foot indiameter for each inch of trunk diameter, whichever is greater. When surveyed fencing shall be moved to the edge of the treeprotection area (TPA) as indicated on plans and be maintained through completion of construction.Landscaping within TPA shall not disturb existing soil profiles. Eight inches of potting soil shall be imported and evenly spread toprovide a planting medium within TPA.Pruning shall be completed under direct observation by the Designated Forester of CPH Engineers, Inc. or owner designated ISAcertified arborist and be accomplished by an arborist with five years or more experience pruning live oaks to ISA standards. Arboristmust obtain approval from the owner prior to commencement of pruning activities. Two week advance notification is required.Saved trees shall be pruned to remove dead and damaged wood, correct structural defects and to provide access and visibility.Utility lines and/or irrigation lines shall not occur within the TPA.Roto-tilling, disking, root raking or other clearing methods that disturb the soil profile are expressly prohibited.Brush and weeds occuring within the TPA shall be cleared by hand or utilizing only the mower of a light wheeled farm tractor (lessthan 60 hp). During such activities soil profiles shall not be disturbed.Grade changes shall not occur within the TPA. No fill shall be added, removed or stored within the TPA with exception of prescribedpotting soil (see item 10).All equipment and/or materials are prohibited within the TPA. Including but not limited to cement wash-out, chemicals, fuel orequipment servicing.Where the TPA occurs within 10 feet of the tree trunk, a trenching device shall be used to sever tree roots. Root raking shall notoccur before roots have been cleanly severed.8.9.10.1.6.7.5.4.2.3.TREE PROTECTION NOTES:STEEL TEE POST W/ CAPSWIRE MESH W/ TWISTED WIREDRIVE INTO GROUND, 6' O.C. (ATTACHDRIPLINE OF TREE IS THE EXTENT OF ITS LIMITS6' TYP.2' ORANGE FLAGGING TAPE@ 30" O.C.TREE PROTECTION DETAILN.T.S.4' H, 14.5 GAUGE WIRE MESHFENCE, 2" X 2" MESH,INSTALLED AT @ TREEDRIPLINE2LANDSCAPE NOTES:1. The landscape Contractor shall be responsible for all materials and all work as called for on the Landscape Plans and in the LandscapeSpecifications. In the event of variation between quantities shown on plant list and the plans, the plans shall control. The LandscapeContractor shall verify all quantities and report any discrepancies at the time of bidding.2. The Landscape Contractor shall review architectural/engineering plans and become thoroughly familiar with surface and subsurface utilities.3. Prior to construction, the contractor shall be responsible for locating all underground utilities and shall avoid damage to all utilities during thecourse of the work. Locations of existing buried utility lines shown on the plans are based upon best available information and are consideredto be approximate. It shall be the responsibility of the contractor 1) to verify the locations of utility lines within and adjacent to the work area 2)to protect all utility lines during the construction period 3) to repair any and all damage to utilities, structures, site appurtenances, etc. whichoccurs as a result of the construction 4) To field adjust the location of proposed trees and palms 10' off the center of the utility lines. Notify theLandscape Architect if a 10' offset does not function.4. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the irrigation work to assure availability andproper location of irrigation items and plants.5. Contractor shall ensure that there are no visual obstructions to vehicle lines of sight and traffic controls. Contractor shall field adjust treeand/or large shrub locations to avoid any such obstructions.6. Trees shall be maintained by the owner to avoid future such obstructions by pruning trees and/or shrubs as necessary utilizing horticulturallysound techniques.7. All planting shall be performed by personnel familiar with planting procedure and under the supervision of a qualified planting foreman.8. All plant material shall be graded Florida No. 1 or better as outlined under Grades and Standards for Nursery Stock, Part I and II, publishedby the Florida Department of Agriculture and Consumer Services.9. The Landscape Architect or Owner shall have the right, at any stage of the operations, to reject any and all work and materials which, in hisopinion, do not meet with the requirements of these specifications.10. Except as otherwise specified, the Landscape Contractor's work shall conform to accepted horticultural practices as used in the trade.11. The minimum acceptable size of all plants, measured after pruning, with branches in normal positions, shall conform to the measurementsspecified on the plant list or as indicated on the landscape drawing. Height and spread dimensions refer to main body of the plant and notextreme branch tip to tip. Trunk caliper (trunk diameter) is measured 6 inches from the ground on trees up to and including 4 inches in caliper,and 12 inches from the ground for larger trees. Since trunks are seldom round, the average of the largest diameter and that perpendicular toit is referred to as caliper.12. Plants shall be protected upon arrival at the site, by being thoroughly watered and properly maintained until planted.13. All tree pits shall be excavated to size and depth in accordance with the Florida Grades & Standards for Nursery Stock, unless shownotherwise on the drawings, and backfilled with the specified planting soil. The Landscape Contractor shall test fill all tree pits with waterbefore planting to assure proper drainage percolation is available.14. The Landscape Contractor shall be responsible for proper watering of all plants. All plants shall be thoroughly watered at time of planting andkept adequately watered until time of acceptance. It shall be the Landscape Contractor's responsibility to assure that plants are not overwatered.15. It shall be the Landscape Contractor's responsibility to prevent plants from falling or being blown over, to re-straighten and replant all plantswhich lean or fall and to replace all plants which are damaged due to lack of proper guying or staking. The Landscape Contractor shall belegally liable for any damage caused by instability of any plant material.16. All Palms to be staked as indicated per Palm staking details. All other trees to be stabilized utilizing 8' lodge poles per tree planting details.17. Plants blown over by high winds, within the guaranteed period, shall not be cause for additional expense to the Owner, but shall be theresponsibility of the Landscape Contractor. Damaged plants shall be replaced by the Landscape Contractor at no additional cost to theOwner.18. Sod shall be of a species specified on the drawings and originate from a commercial turf grower. It shall be a dense stand of live turf,reasonably free of weeds, well matted with grass roots in rectangles 12 inch by 24 inch or in 12 inch wide rolls in a length consistent with theequipment and methods used to handle the rolls and place the sod. Any netting contained within the sod shall be certified by themanufacturer to be bio-degradable. The soil and root mat shall be a minimum of 1-1/2 inch thick and must hold together during placement. Sod shall be place adjacent to one another to avoid gaps and overlaps. Joints shall be staggered between the rows. Sod placed on slopesexceeding 3:1 shall be pinned with turf staples. Sod turf, shall have been mowed a minimum of one week prior to cutting and delivery, sothat the length of the turf is no longer than 4 inches at time of delivery. Place sod within 48 hours of cutting the sod. The sod shall be keptmoist throughout the 48 hour period to maintain the health and viability of the sod. Submit a letter of certification to the Owner's CEIRepresentative, at time of delivery, as to the source of the sod, the time it was cut, the species and cultivars provided, last mowing date, andthat the sod is free of fire ants. Sod which has been cut for longer than 48 hours after being cut shall not be used unless specificallyauthorized by Owner's CEI Representative.19. It shall be the Contractor's responsibility to measure and determine the exact quantity of sod required for a complete job at the time of biddingor providing a price quote. The Owner shall not be responsible for additional cost due to the Contractor's under estimating of the quantity ofsod for the original bid area.20. The Landscape Contractor shall insure adequate vertical drainage in all plant beds, planters, and sod areas. Vertical drilling through anycompacted fill to native soil shall be accomplished to insure drainage. If well drained fill is necessary to assure positive drainage, this issueshall be brought up by the Landscape Contractor at time of bidding.21. The Landscape Contractor shall insure that his work does not interrupt established or projected drainage patterns.22. The Landscape Contractor shall prune, shape and remove dead foliage/limbs from existing plant material to remain. Confirm with theLandscape Architect or Owner the extent of work required at time of Bidding.23. Mulch - All plant beds shall be top dressed with 4" shredded hardwood mulch (or approved equal).24. Transplanted Material - The Landscape Contractor shall be responsible for determining and evaluating which plant materials are suitable fortransplanting and shall verify this with the Landscape Architect or Owner. The Landscape Contractor shall take all reasonable, horticulturallyacceptable measures to assure the successful transplanting of determined plant materials. The Landscape Contractor shall be responsiblefor replacing any relocated plant materials which die if such measures are not taken, as determined by the Landscape Architect or Owner.Replacement plants shall be of identical species and size if required.25. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE:Maintenance shall commence after each plant is planted and the maintenance period shall continue until the job or specific phase of the jobis accepted by the Landscape Architect or Owner. Extreme care shall be taken to instruct the Owner or his representatives in generalmaintenance procedures.Plant maintenance shall include watering, pruning, weeding, cultivating, mulching, tightening, and repairing of guys, replacement of sick ordead plants, resetting plants to proper grades or upright positions and restoration of the planting saucer and all other care needed for propergrowth of the plants.During the maintenance period and up to the date of final acceptance, the Landscape Contractor shall do all seasonal spraying and/ordusting of trees and shrubs. Upon completion of all planting, an inspection for acceptance of work will be held. The Landscape Contractorshall notify the Landscape Architect or Owner for scheduling of the inspection 10 days prior to the anticipated date.At the time of the inspection, if all of the materials are acceptable, a written notice will be given by the Landscape Architect or Owner to theLandscape Contractor Stating the date when the Maintenance Period ends.GUARANTEE AND REPLACEMENT:All plant materials shall be guaranteed for one (1) year from the time of final inspection and interim acceptance shall be alive and insatisfactory growth for each specific kind of plant at the end of the guaranteed period.At the end of the guarantee period, any plant required under this contract that is dead or not in satisfactory growth, as determined by theOwner or the Landscape Architect, shall be removed and replaced. Replacement plants shall have an extended guarantee, as noted above,from time of replacement.All replacements shall be planted of the same kind and size as specified on the plant list. They shall be the responsibility of the LandscapeContractor.26. TOPSOILTopsoil shall be natural, friable, fertile, fine loamy soil possessing characteristics of representative topsoil in the vicinity that produces heavygrowth. Topsoil shall have a pH range of 5.5 to 7.4, free from subsoil, objectionable weeds, litter, sods, stiff clay, stones larger than 1-inch indiameter, stumps, roots, trash, toxic substances, or any other material which may be harmful to plant growth or hinder planting operations.Top soil shall contain a minimum of three percent organic material.27. UNSUITABLE SUBSOILSLocations containing unsuitable subsoil shall be treated by one or more of the following:A. Where unsuitability is deemed by Owner or Owner's Representative to be due to excessive compaction caused by heavyequipment and where natural subsoil is other than AASHTO classification of A6 or A7, loosen such areas with spikes,discing, or other means to loosen soil to condition acceptable to Owner. Loosen soil to minimum depth of 12 inches withadditional loosening as required to obtain adequate drainage. Contractor may introduce peat moss, sand, or organicmatter into the subsoil to obtain adequate measures shall be considered as incidental, without additional cost to Owner.B. Where unsuitability is deemed by Owner or Owner's Representative to be due to presence of boards, mortar, concrete,graded aggregate base, or other construction materials in sub grade and where natural subsoil is other than AASHTOclassification of A6 or A7, remove debris and objectionable material. Such remedial measures shall be considered asincidental, without additional cost to Owner.C. Where unsuitability is deemed by Owner to be because natural subsoil falls into AASHTO classification of A6 or A7 andcontains moisture in excess of 30 percent, then installation of sub drainage system or other means described elsewhere inSpecifications shall be used. Where such conditions have not been known or revealed prior to planting time and they havenot been recognized in preparation of The Drawings and Specifications, then Owner shall issue pricing order to installproper remedial measures.D. Planting beds where existing subsoil is determined by Owner to be unsuitable for plant growth in accordance paragraphUnsuitable Subsoil herein shall be excavated to a depth of 12 inches or as needed to provide adequate drainage. Replaceexcavated soil with planting soil.CONFORMED SET43
SITE BENCHMARK # 2 L1
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 LSP.dwg Sep 18, 2017 - 12:38pm dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014LANDSCAPE PLANT LISTPHASE 21"=30'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 2LANDSCAPE AREA 42109-18-17 ADD #4 ADDED 6 SR DRBCONFORMED SET44
6'6'7.36'PROPOSED 6' BENCH TYP.B1B136.29'3.37'4.34'2.78'2.81'R=4.0'LENGTH = 9.45'R=4.0'LENGTH = 8.63'R=40.66'LENGTH = 47.94'4.24'7.36'4.83'4.52'10.95'17.10'0.74'PROPOSED PAVERSEXISTING GREASE TRAP7.85'EXISTING TERMINALPROPOSED TERMINAL EXPANSIONPROPOSED TRASH RECEPTACLE ONA 2.5' X 2.5'CONC. PADREFER TO CIVIL PLANSPROPOSED TABLEPROPOSED INLET2 3173'0.94'3.06'10.00'8.33'PROPOSED 10' X 5' SMOKERSSHELTER17SITE BENCHMARK # 2 L1
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 HSP.dwg Jun 15, 2017 - 9:41am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014HARDSCAPE PLANPHASE 21"=10'SCALE: 1"= 10'510200Key MapPHASE 2HARDSCAPE AREA 1HARDSCAPE AREA 1SCALE: 1" = 10'2Know what'sRCONFORMED SET45
(ST)(NLT)DOOR(2) PROPOSED CHECK-INSTATIONS & SCALE (REFER TOARCHITECTURAL PLAN)2.0'6.3'4.4'PROPOSED TRASHRECEPTACLE TYP.1.4'6.5'2.0'3.8'2.0'2.5'2.0'4.0'4.9'T2T2T2T2T2B2B2B2PROPOSED BOLLARD TYP.REFER TO CIVIL PLANSPROPOSEDPAVER TYP.5.4'0.5' RIBBON CURB TYP.AIRLINE AVENUEPROPOSED TERMINALEXISTING TERMINALPROPOSED BENCH TYP.MATCH LINE H2 01PROP. CANOPYEXISTING COLUMNMATCH LINE H2.02PROP. COLUMNPROPOSED TRASHRECEPTACLE TYP. 6 6 7 50.5' TYP.1.0'6.9'6.0'8.3'B2B2B2B2B2B2B2B2
B24.0'6.0'6.0'6.0'6.0'4.0'4.4'34.4'6.0'4.0'6.0'6.6'24.7'18.6'PROPOSED BENCH TYP. 5PROPOSED BENCH TYP. 51.9'4.3'SITE BENCHMARK # 2 L1
(ST)(NLT)B2B2B2B2B2B2B2B2
B2EXPANSION JOINT ENTIRE LENGTH OF NEW CURBPROP. EXPANSION JOINT TYP.PROP.SCORE JOINT TYP.168.0'7.8'7.8'7.8'8.0'J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 HSP.dwg Aug 09, 2017 - 4:29pm 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 21"=10'SCALE: 1"= 10'510200Key MapPHASE 2HARDSCAPE AREA 2HARDSCAPE AREA 2SCALE: 1" = 10'2HARDSCAPE SCORING LAYOUT AREA 2SCALE: 1" = 10'Know what'sR08/11/17ADDENDUM 2 / ADA Ramp Layer Turned on.1DRBCONFORMED SET46
4.6'2.5'6.5'7.3'2.5'5.4'8.7'7.1'5'10.0'2.5'2.5'2.5'4.4'12.5'22.3'2.5'2.5'3.0'9.0'2.7'16.0'9.9'2.5'1.7'9.8'9.5'8.5'2.5'5.0'10.1'6.4'6.0'1.4'R15.5'L=1.45'R9.5'L=6.02'3.5'1.0'1.5'1.5'5.0'1.5'1.5'1.0'5.0'RED CLEVELAND BLVD.EXISTING TERMINALMATCH LINE H2.017.9'9.9'7.0'4.4'B2B2B2B2B2B2B2B2B2B24.4'7.0'T2T2T2T2T2T2T2T2TRASH RECEPTACLE TYP.TRASHRECEPTACLETYP.2.5'23.8'PROPOSED CANOPYPROPOSEDCANOPYPROP. 0.5'RIBBON CURBPROP. PAVERPROP. PAVERPROP. 0.5' RIBBONCURBPROP. CANOPY36°'PROP. BENCH ONPAVERSPROP. BENCH ONCONCRETEPROP. BENCH ON PAVERSPROP. COLUMN 5 6 5 7 5 7 6R=10'19.9'RADIUS PT.10.0'CENTER ON EXISTING PALM0.5' RIBBON CURBEXISTING CANOPYVERIFY COLUMNLOCATIONSPROPOSED PAVERS TOMATCH ENTRANCECOURTYARDRED CLEVELAND BLVD.RENTAL CARCOUNTER1.0'TAXI & SHUTTLE BUS PICK UP 7 PALM WITH CURVE IN THE TRUNKSITE BENCHMARK # 2 L1
B2B2B2B2B2B2B2B2B2B2T2T2T2T2T2T2T290°8.0'8.0'33.5'32.0'14.6'14.6'8.0'8.0'8.0'8.0'45°45°EXPANSION JOINT ENTIRE LENGTH OF NEW CURBPROP. EXPANSION JOINT TYP.PROP.SCORE JOINT TYP.16J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 HSP.dwg Jun 15, 2017 - 9:44am 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 21"=10'Key MapPHASE 2HARDSCAPE AREA 3SCALE: 1"= 10'510200SCALE: 1"= 10'510200PHASE 2HARDSCAPE AREA 4HARDSCAPE AREA 3SCALE: 1" = 10'2HARDSCAPE AREA 4SCALE: 1" = 10'HARDSCAPE SCORING LAYOUT AREA 3 SCALE: 1" = 10'SCALE: 1"= 10'510200Know what'sRCONFORMED SET47
J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 HSP.dwg Jun 15, 2017 - 9:46am 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 2NTSSCALE: 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 DETAILSCALE: NTSNOTES:1. B1= DUMOR INC., (OR APPROVED EQUAL) 88-60PL SERIES,6' BENCH, COLOR BY OWNER, RECYCLED PLASTIC COLORBY OWNER, SURFACE MOUNT,SCALE: NTSNOTES:1. DUMOR INC., (OR APPROVED EQUAL) TABLE 100 SERIES PL,8' ADA TABLE, COLOR FRAME BY OWNER, RECYCLEDPLASTIC COLOR BY OWNER, SURFACE MOUNTB1 - BENCH DETAILPICNIC TABLE DETAILSCALE: NTSNOTES:EMPLOYEE BREAK AREA TRASH RECEPTACLEDUMOR INC., (OR APPROVED EQUAL)1. MODEL 429-32-S03, 32 GALLON, COLOR BY OWNER,TOP DM2. INSTALL PER MANUFACTURER INSTRUCTIONS.EMPLOYEE BREAK AREATRASH RECEPTACLE DETAILRIBBON CURB, 6" WIDE X 12" DEEP, 3,500 PSIWITH LIGHT BROOM FINISH, AS PER PLANSUNIT PAVERS1" SAND BEDDINGFILTER FABRICSCALE: NTSPHASE 2 HARDSCAPE AREA 1 - EMPLOYEE BREAK AREA#4 REBAR (2) TYP.4" 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.PAVER NOTE:PHASE 2 HARDSCAPE AREA 1 - PAVERS FOR EMPLOYEE BREAKAREAPAVESTONE, CITY STONE, COMBO 296, THREE STONE COMBOSTACK, COLOR BY OWNER (OR APPROVED EQUAL)STAINLESS STEELANCHOR BOLT W/EXPANSION SHIELD 3"INTO CONCRETE PADA152634PAVER DETAILSWALKWAY1" SAND BEDDINGEXPANSION JOINTBASE REFER TO CIVIL PLANSMIN. 4" AGGREGATED BASE TO 95% STANDARDLABORATORY TESTING IN ALL PAVER AREAS,REFER TO THE CIVIL PLANS FOR BASE INEMPLOYEE BREAK AREA7BPHASE 2 HARDSCAPE AREA 2 - PLAZAS UNDER CANOPYPHASE 2 HARDSCAPE AREA 3 - TERMINAL ENTRANCE AREAPHASE 2 HARDSCAPE AREA 4 - PHOTO-OPPAVER NOTE:PHASE 2 HARDSCAPE AREA 2 - PLAZAS UNDER CANOPYPHASE 2 HARDSCAPE AREA 3 - ENTRANCE AREAPHASE 2 HARDSCAPE AREA 4 - PHOTO-OPPAVESTONE, VERONA SERIES II, 24" X 5" X 3 15/16", RUNNING BONDPATTERN, COLOR BY OWNER, (OR APPROVED EQUAL)CCBCONFORMED SET48
PAVERS TYP.0.5' RIBBON CURB0.73' TO BACK OF BENCHB2 BENCHB2 BENCH0.73' TO BACK OF BENCHEXPANSION JOINTPROP. SIDEWALK9.0'3.2'CONCRETE PADPAVERSBENCHBRONZE ANCHOR BOLT W/ EXPANSIONSHIELD 3" INTO CONC. PAD.4" AGGREGATE BASE TO 95% STD. LASTESTINGBENCH ANCHOR DETAILRIBBON CURB, 6" WIDE X 12" DEEP, 3,500PSI WITH LIGHT BROOM FINISH#4 REBAR (2) TYP.1" SAND SETTING BEDBENCH4" 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 DETAILWEED BARRIER - 10 MIL THICKNESSAPPLY TO ALL SIDES AND BOTTOM3" SEMINOLE CHIPS FLUSH WITHTOP OF CURBREFER TO CIVIL DETAILS FOR BACKFILLREQUIREMENTSCURB TYP. SHELTERJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 HSP.dwg Jun 15, 2017 - 9:48am 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 2NTSB2-BENCH PAD LAYOUTNOTE:SEE HARDSCAPE PLAN FOR DIMENSIONS PERTAINING TO EACH BENCH AREA.B2-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 PAVERS DETAIL13ABSCALE: NTSB2-BENCH PAD ON CONCRETE DETAIL14AB4. 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 SHEETSSPACINGSCALE: NTSCONCRETE SIDEWALK JOINTS DETAILVARIESREFER TOHARDSCAPEPLANSVARIESREFER TO CIVIL CONCRETE SIDEWALKREFER TO CIVIL16SCALE: NTSSTONE AND WEED BARRIER PLACEMENT DETAIL15CONTINUE CONCRETE SIDEWALK /SLAB SECTION THROUGH 14" X 14"CONCRETE SLAB FOR BOLLARDINSTALLATION. CENTER BOLLARDON SLAB.17SCALE: NTSNOTES:1. SHELTER, 6 PERSON CAPACITY, 10' X 5' ALUMINUM AND GLASS, OPEN FRONT, WIND LOAD RATE MINIMUM90 MPH.2. COLOR OF STRUCTURE AND ROOF BY OWNER.CONFORMED SET49
GENERATORGENERATORSAIRLINE AVENUESEXISTING IRRIGATION MAINAPPROX. LOCATIONEXISTING IRRIGATION MAINAPPR
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EXISTING IRRIGATION VALVEEXISTING OAK TO BE REMOVED
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ITE LIGHT TYP.EXISTING OAK WITH TREEPROTECTION TO REMAIN
EXISTING OAK WITH TREEPROTECTION TO REMAINEXISTING OAK WITH TREE
PROTECTION TO REMAINPROPOSED SEMINOLE CHIPSPROPOSED SEMINOLE CHIPSPROPOSED SEMINOLE CHIPS
APPLIED AT A 3" DEPTHPROPOSED
CONCRETE WALLREFER TO CIVIL PLANS
FORDETAIL 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''J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:49am dbryantDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No. 2017RevisionBy7Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexas500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.MDSMDSDRBMDS10/07/15S12014OVERALL IRRIGATION PLANPHASE 21"=100'SCALE: 1"= 100'50 1002000Know what'sR2I2.00I2.01I2.02HANGAR RD.AIRPORT RD.AIRLINE AVE.CONFORMED SET50
SITE BENCHMARK # 2 L18''MATCHLINE I1.04MATCHLINE I1.05MATCHLINE I2.00J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:50am 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 21"=10'Key MapSCALE: 1"= 10'510200Know what'sRPHASE 2IRRIGATION AREA 2Know what'sRIRRIGATION AREA 2SCALE: 1" = 10'2RED CLEVELAND BLVD.CONFORMED SET51
SITE BENCHMARK # 2 L1
EXISTING IRRIGATION VALVERELOCATE TO OUTSIDE OF THEPAVER AREAEXISTING IRRIGATION VALVERELOCATE TO OUTSIDE OF THEPAVER AREA6''3''3''3''3''6''J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:50am 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 21"=10'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 2IRRIGATION AREA 3IRRIGATION AREA 3SCALE: 1" = 10'2RED CLEVELAND BLVD.CONFORMED SET52
SITE BENCHMARK # 2L1J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:51am 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 21"=30'Key MapSCALE: 1"= 10'510 200Know what'sRPHASE 2IRRIGATION AREA 4IRRIGATION AREA 4SCALE: 1" = 10'2AIRLINE AVE.CONFORMED SET53
LRSLRSPEJ:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:51am 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 2NTSKnow what'sRIRRIGATION LEGEND2CONFORMED SET54
2SCALE: N.T.S.5SCALE: N.T.S.6SCALE: N.T.S.7SCALE: N.T.S.TO LATERAL LINEADJUST THE VERTICAL ORIENTATION OF SPRINKLERS ON SLOPES TO PROVIDE UNIFORM COVERAGE OF THESLOPED AREA.IRRIGATION HEADS SHALL BE LOCATED MINIMUM ONE (1) FOOT FROM ANY WALL, COLUMN, OR BUILDINGEDGE/FACE.IRRIGATION HEADS SHALL BE DIRECTED AWAY FROM BUILDING AT ALL TIMES, SO THAT SPRAY DOES NOT HITBUILDING FACE, COLUMN, WALL, ETC.ANY EXISTING TREE ROOTS, WHEN ENCOUNTERED DURING INSTALLATION OF UTILITIES, SHALL BE CUT OFF EVENLYWITH CLEAN SHARP PRUNING TOOLS AND COVERED WITH SOIL AS SOON AS POSSIBLE TO REDUCE DEHYDRATION.THE CONTRACTOR/DEVELOPER SHALL MINIMIZE THE DAMAGE TO EXISTING TREE ROOT SYSTEMS.PROVIDE HAND WATERING FOR ESTABLISHMENT PERIOD FOR ALL TREES NOT LOCATED IN IRRIGATED AREAS ORTHAT DO NOT HAVE BUBBLERS INSTALLED AT THOSE TREES.CONSULT WITH THE OWNER AS TO LOCATIONS OF THIS SYSTEM'S INSTALLATION AS RELATED TO THE FUTURE PHASEOF THIS PROJECT TO MINIMIZE IMPACT ON THIS SYSTEM DURING THE FUTURE PHASES OF CONSTRUCTION.INSTALL MARLEX STREET ELLS FOR ALL HEADS ON RISERS AND ALL SPRINKLERS IN TURF.INSTALL ALL OTHER SPRINKLERS WITH FUNNY PIPE AND SBE-050 FITTING.ALL IRRIGATION HEADS IN SHRUBS/GROUNDCOVER AREAS SHALL BE INSTALLED ON RISERS. SEE DETAILS BELOW.1SCALE: N.T.S.NOTESINSTALL ALL PIPING SHOWN BETWEEN DIFFERENT PIPE SIZES AS THE LARGER SIZED PIPE.INSTALL ALL PIPING TO INDIVIDUAL HEADS AS 3/4''.INSTALL PIPING BETWEEN THE LAST MARKED PIPE AND PIPING TO INDIVIDUAL HEADS (WHERENO OTHER MARKINGS SHOW) AS THE LAST MARKED PIPE SIZE.ANY IRRIGATION ITEMS NORMALLY INSTALLED IN LANDSCAPE AREAS THAT ARE SHOWNOUTSIDE OF LANDSCAPE AREAS OR OUTSIDE OF THE PROPERTY LINES ARE SHOWN AS SUCHFOR GRAPHIC CLARITY ONLY. INSTALL THESE ITEMS INSIDE OF PROPERTY LINES AND INLANDSCAPE AREAS.THIS SYSTEM REQUIRES 70 GPM AT 60 PSI AT THE PUMP DISCHARGE LOCATIONS.. VERIFYGALLONAGE AND PRESSURES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPEARCHITECT BEFORE COMMENCING WITH THE INSTALLATION.PROVIDE PROOF TO THE LANDSCAPE ARCHITECT THAT ALL AVAILABLEMAINTENANCE MANUALS FOR EACH OF THE PRODUCTS INCLUDED IN THIS INSTALLATION HAVEBEEN PROVIDED TO THE OWNER OR OWNER'S REPRESENTATIVE.ADJUST THE IRRIGATION SYSTEM COMPONENTS AND EXISTING SYSTEM TO PROVIDEUNIFORM COVERAGE. ASSURE THAT THE SYSTEM PROVIDES 100% COVERAGE OF ALLLANDSCAPE MATERIALS INCLUDING SHRUBS, GROUND COVER, TREES AND TURF.3SCALE: N.T.S.4SCALE: N.T.S.J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:51am 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 2NTS2CONFORMED SET55
1SCALE: N.T.S.2SCALE: N.T.S.1/2" MARLEX STREET ELL.1/2" MARLEX STREET ELL.1/2"x 8" PVC SCH. 80 NIPPLE.1/2" MARLEX STREET ELL.SIDE INLET (DO NOT USE)RAINBIRD 1812 SAM SPRINKLERPVC SCH. 80 TEEPVC LATERAL LINE.MP ROTATOR NOZZLEFINISH GRADE.PVC SCH. 80 TEERAINBIRD 1806 SAM SPRINKLERMP ROTATOR NOZZLEFINISH GRADE.1/2" MARLEX STREET ELL.1/2" MARLEX STREET ELL.1/2"x 8" PVC SCH. 80 NIPPLE.1/2" MARLEX STREET ELL.PVC LATERAL LINE.(PURPLE FOR REUSE)(PURPLE FOR REUSE)5SCALE: N.T.S.4SCALE: N.T.S.3SCALE: N.T.S.'7N.T.S.6SCALE: N.T.S.CLCL123456789101112346789111251351310129SCALE: N.T.S.DISCHARGE PIPINGSUBMERSIBLE PUMP2 1/2'' CHECK VALVEWELL CASING (4'' )2 1/2'' GALV. 90 DEG. TEE2 1/2'' UNIONFOOT VALVECLA-VAL SOL ./ PR. RED. VALVEAND MOTORAIR RELIEF /VACUUM RELIEF VALVEFITTINGSAS NECESSARYJUNCTION BOXGALV. NIPPLEGALV. THREADED 45 DEG. ELLTHREADED GALV. PIPE18'' MIN.FINISHED GRADEGALV. THREADED 45 DEG. ELLSCH. 80 PVC NIPPLESCH. 80 3'' GASKET X2 1/2'' FPT ADAPTER3'' SCH. 40 MAIN LINEINSTALL PROPERLY SIZE LEMEUR(OR EQUAL) ENCLOSURE OVERPUMP AND CLA-VAL.8N.T.S.DRILL A 4'' DEEP WELL TO THE FLORIDAN AQUIFER CAPABLE OFPROVIDING 70 GPM AT A REASONABLE DEPTH (COMPARABLE TOTHE EXISTING WELLS).INSTALL 7.5 HP SUBMERSIBLE PUMPS CAPABLE OF PROVIDING 75GPM @ 60 PSI AT THE DISCHARGE INTO THE IRRIGATION SYSTEMAT EACH OF THE 3 WELL LOCATIONS.PROVIDE AND INSTALL ALL ITEMS NECESSARY FOR AUTOMATICOPERATION OF THE PUMPING SYSTEM THROUGHOUT THEIRRIGATION OPERATION CYCLE, INCLUDING A CLA-VALPRESSURE REDUCING VALVE, ALL PIPE, FITTINGS, STARTER,CONTROLS, WIRING, RACES, CONDUITS, BOXES CONNECTIONSAND ANY OTHER MISCELLANEOUS ITEMS.10SCALE: N.T.S.J:\S12014\Landscape\DWG\PreliminaryDesign\Plans\S12014 IRR.dwg Jun 15, 2017 - 9:51am 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 2NTSIRRIGATION 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 HEADS2CONFORMED SET56
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REF.2-OB-A1011BUILDING ADDITIONEXISTINGPARKING GARAGESKYWALK ADDITION EXISTING WELCOME CENTERCUSTOMS FISINBOUND BAGGAGENEW GATES 1-4TICKETINGOUTBOUND BAGGAGESCREENINGCUSTOMSFISNEW CANOPY AND BAGGAGE BELTSNEW CANOPY 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 1/64" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 1:57:14 PM2-G-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE PLAN - OUTBOUND - 1ST FLOOR07-14-2017S12014 1/64" = 1'-0"COMPOSITE PLAN - OUTBOUND - 1ST FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET57
29'-8"29'-1"28'-5"2'5'-10"12'-4"11'-2"12'-4"11'-10"12'-4"12'-5"12'-4"5'-3"10'1'-6"10'-10"3'-8"2'-7"2'4'-1"4'-8"5'-7"4'3'-5"8'-8"8'-1"7'-6"1'-6"1'-6"6"12'-9"5'3'1'-6"6'10'-3"9'-7"TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
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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
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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
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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
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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
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2-OB-A10212-OB-A4033EXISTINGPARKING GARAGEBUILDING ADDITIONSKYWALK ADDITIONTICKETINGEXISTINGWELCOME CENTERNEW GATES 1-4EXISTING WAITING AREASAA OFFICESEXISTING GATES RENAMED 5-9NEW CANOPYEXISTING WAITING AREAEXISTING GATES RENAMED 10-16NEW CANOPYNEW CANOPYNEW CANOPYNEW AIRPLANE DISPLAYCUSTOMS FISINBOUND BAGGAGETICKETINGOUTBOUND BAGGAGESCREENINGCUSTOMSFISPHASE 3500 West Fulton St.Sanford, Fl. 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 1:57:53 PM2-G-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE PLAN - OUTBOUND - 2ND FLOOR07-14-2017S12014 1/64" = 1'-0"COMPOSITE PLAN - OUTBOUND - 2ND FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET58
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GREMOVE EXISTING PORTION OF WALL FOR TERMINAL EXPANSIONDEMOLISH EXISTING CANOPYDEMOLISH EXISTING CANOPYDEMOLISH EXISTING PARKING LOT -REFER TO CIVILDEMOLISH EXISTING CURB -REFER TO CIVIL FOR EXTENTSDEMOLISH EXISTING PARKING LOT -REFER TO CIVILDEMOLISH EXISTING CANOPY, SIDEWALK, BUSHES AND LANDSCAPING AS REQUIRED TO PREP SITE FOR NEW WORKPARTIAL DEMOLITION OF EXISTING EXTERIOR REQUIRED UP TO 22'-8" THEN REMOVE EXTERIOR WALL PANELING THE REST OF WALLPARTIAL DEMOLITION OF EXISTING EXTERIOR REQUIRED - REMOVE EXTERIOR WALL PANELING DEMOLISH EXISTING PORTION OF WALLINTERIOR HORIZONTAL BEAM TO BE RELOCATED TO HEAD OF NEW WALL OPENING22-OB-A10622-OB-AD101REMOVE EXISTING COLUMNS, SHORE EXISTING STRUCTURE ABOVE - REFER TO STRUCTURALAREA OF EXISTING BUILDING TO BE REMOVED -NEW STRUCTURAL SUPPORT REQUIRED -PATCH, REPAIR AND REPLACE ANY DAMAGED FINISHES TO REMAINDEMOLISH EXISTING ELEVATOR ROOM ROOFINGPARTIAL DEMOLITION OF EXISTING EXTERIOR WALL REQUIRED - RELOCATE EXISTING COMMUNICATION FIBER AND CONDUITPARTIAL DEMOLITION OF EXISTING INTERIOR WALL REQUIRED FOR INSTALLATION OF BAGGAGE BELTDEMOLITION PLAN LEGENDITEMS TO DEMOLISHITEMS TO REMAIN22' - 8"REMOVE EXISTING HORIZONTAL BEAM. BRACE STRUCTURE DEMOLISH EXISTING WALL TO EXISTING SOFFIT ON EAST SIDE OF WALLREMOVE EXISTING EXTERIOR WALL PANELING500 West Fulton St.Sanford, Fl. 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 2:23:06 PM2-OB-AD101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION PLAN - OUTBOUND - 1ST FLOOR07-14-2017S12014 1/8" = 1'-0"1ENLARGED DEMOLITION PLAN - 1ST FLOORNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL AREVISIONS# DATE DESCRIPTION BY 1/4" = 1'-0"2DEMOLITION WALL SECTION AT OUTBOUNDCONFORMED SET59
BENCHBENCHBENCHBENCHBENCHBOCEOPBENCHBENCHEXISTING BAREXISTING RESTAURANTDEMOLITION PLAN LEGENDITEMS TO DEMOLISHITEMS TO REMAIN2-OB-AD1022DEMOLISH TICKET COUNTERSDEMOLISH EXISTING CONCRETE SLAB FOR NEW ELEVATOR AND PITLOCATE EXISTING UNDERGROUND ELECTRICAL LINE AND RELOCATE AS NECESSARYDEMOLISH NEW WALL OPENING OR TICKET COUNTER EXPANSION -REFER TO NEW DRAWINGSDEMOLISH EXISTING SOFFIT ABOVE -REMOVE ALL LIGHTING AND PREP FOR NEW SOFFIT CONSTRUCTIONDEMOLISH EXISTING CANOPYDEMOLISH EXISTING CANOPYDEMOLISH GLAZING SYSTEM AND PREP FOR NEW SLIDING DOOR ENTRANCEDEMOLISH GLAZING SYSTEM ON TOWER AND SIDESDEMOLISH GLAZING SYSTEM ON TOWER AND SIDESEXISTING SLIDING DOORS TO REMAINREFER TO CIVIL FOR EXTENT OF SIDEWALK DEMOLITIONDEMOLISH EXISTING CANOPYDEMOLISH EXISTING CANOPYREFER TO CIVIL FOR EXTENT OF DEMOLITIONREMOVE ALL EXISTING METAL CEILING ELEMENTSDEMOLISH SECTION OF EXISTING BUILDING -REFER TO NEW FLOOR PLAN FOR EXTENT OF WALL, ROOF AND CEILING DEMOLITION -PREP REMAINING AREA TO RECEIVE NEW FINISHES3' - 0"18' - 0"NEW 18' X 12' OPENING IN BOTH EXISTING SIDE BY SIDE WALLS. PREP FOR INSTALLATION OF NEW 3 HOUR FIRE DOORREMOVE EXISTING BAR AND CEILING SOFFIT ABOVE AND RELOCATE EXISTING HAND SINK -EXISTING FRUIT JUICE BAR TO REMAIN OPENMAKE NEW WALL / DOOR OPENING. V.I.F. LOCATION OF NEW DOORDEMOLISH TOWER ROOF ABOVE -PREP FOR NEW ROOF CONSTRUCTIONREMOVE EXISTING OVERHEAD CANOPY'S METAL SIDING AND PREP FOR NEW STUCCO FINISHCHIP OUT BROKEN TILE. PREP TO RECEIVE NEW TILE TO MATCH EXISTINGREMOVE 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 SOAP DISPENSERS ON MIRROR. REMOVE ALL GLUE RESIDUE FROM MIRROR. EXISTING MIRROR TO REMAIN.REMOVE ALL PARTITIONS. PREPARE WALL TO RECEIVE NEW PARTITIONSRELOCATE SINKEXISTING TRASH UNIT TO REMAINEXISTING TRASH UNIT TO REMAINEXISTING TRASH UNIT TO REMAINEXISTING TOILET SEAT COVER DISPENSER TO REMAINEXISTING BABY CHANGING TABLE TO REMAINEXISTING BABY CHANGING TABLE TO REMAINREMOVE COUNTERS, SINKS, AND FAUCETS AND ASSOCIATED PIPES AND FITTINGS. EXISTING WALL BOARD AND ASSOCIATED FINISHES TO BE REMODELED / REPAIRED / REPLACED TO ACCOMMODATE NEW LAVATORY CONFIGURATION. REFER TO PLUMBING DRAWINGS.EXISTING TOILET SEAT COVER DISPENSER TO REMAINNOTE:1. REMOVE / REPAIR / REPLACE SELECTIVE WALL FINISH IN RESTROOMS. THIS IS TO ACCOMMODATE NEW ACCESSORIES. PROVIDE BLOCKING AS REQUIRED TO MOUNT NEW ACCESSORIES, REF 2-OB-A401 FOR DETAILS. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL 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: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 2:23:34 PM2-OB-AD102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADEMOLITION PLANS - CANOPY & RESTROOMS -OUTBOUND07-14-2017S12014NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL AREVISIONS# DATE DESCRIPTION BY 1/16" = 1'-0"1DEMOLITION PLAN - CANOPY 1/4" = 1'-0"2DEMOLITION PLAN - BAGGAGE CLAIM 1 AND 2 RESTROOMSCONFORMED SET60
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NO PARKING GENERATORBENCHBENCHEXISTING BAREXISTING RESTAURANTDRIVE EXISTING WELCOME CENTERENTRANCE ROADEXISTING TERMINAL "A"EXISTING TERMINAL "B"2-OB-AD1011EXISTING PARKING GARAGE2-OB-AD1022DEMOLITION PLAN LEGENDITEMS TO DEMOLISHITEMS TO REMAIN500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 1:58:24 PM2-GD-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE DEMOLITION PLAN - OUTBOUND - 1STFLOOR07-14-2017S12014NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL A 1/64" = 1'-0"1COMPOSITE DEMOLITION PLAN - 1ST FLOORPHASE 2 DEMOLITION GENERAL NOTES:PHASE 2 DEMOLITION TO INCLUDE, BUT NOT LIMITED TO:1. TERMINAL B TICKETING AREA 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 DEMOLITION PLANS CONTRACTOR IS TO REFER TO AREAS OF NEW WORK DEFINED ON NEW WORK PLANS, ARCHITECT OF RECORD OR SAA AUTHORITY IN WRITING.CONTRACTOR TO PAY SPECIAL ATTENTION TO PHASING PLANS AND NOTE THAT ALL TEMPORARY WALLS FACING THE PUBLIC AREAS BE PAINTED AND TRIMMED OUT AS TO NOT VISUALLY DISTURB AIRPORT PASSENGERS.CONTRACTOR IS RESPONSIBLE OF MAINTAINING EXISTING AIRPORT SECURITY BARRIERS. CONTRACTOR WILL BADGE ALL OF ITS EMPLOYEES (AT CONTRACTORS EXPENSE) AND FOLLOW ALL SAA AND TSA REGULATIONS.REVISIONS# DATE DESCRIPTION BYGENERAL 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.CONFORMED SET61
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EXISTING PARKING GARAGECANOPYDEMOLISH EXISTING CANOPYDEMOLISH EXISTING CANOPY AND TOWEREXISTING TERMINAL "A"EXISTING TERMINAL "B"EXISTING WELCOME CENTERROOF OF FIS / CUSTOMSDEMOLITION PLAN LEGENDITEMS TO DEMOLISHITEMS TO REMAIN500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 1:58:52 PM2-GD-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE DEMOLITION PLAN - OUTBOUND - 2NDFLOOR07-14-2017S12014 1/64" = 1'-0"1COMPOSITE DEMOLITION PLAN - 2ND FLOORORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL ANNORTHPHASE 2 DEMOLITION GENERAL NOTES:PHASE 2 DEMOLITION TO INCLUDE, BUT NOT LIMITED TO:1. TERMINAL B TICKETING AREA 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 DEMOLITION PLANS CONTRACTOR IS TO REFER TO AREAS OF NEW WORK DEFINED ON NEW WORK PLANS, ARCHITECT OF RECORD OR SAA AUTHORITY IN WRITING.CONTRACTOR TO PAY SPECIAL ATTENTION TO PHASING PLANS AND NOTE THAT ALL TEMPORARY WALLS FACING THE PUBLIC AREAS BE PAINTED AND TRIMMED OUT AS TO NOT VISUALLY DISTURB AIRPORT PASSENGERS.CONTRACTOR IS RESPONSIBLE OF MAINTAINING EXISTING AIRPORT SECURITY BARRIERS. CONTRACTOR WILL BADGE ALL OF ITS EMPLOYEES (AT CONTRACTORS EXPENSE) AND FOLLOW ALL SAA AND TSA REGULATIONS.REVISIONS# DATE DESCRIPTION BYGENERAL 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.CONFORMED SET62
UNKREF.DWCANOPYCANOPYOPENCANOPYHALLBAGGAGE BELTNEW TICKETING AREAEXISTING CHECK IN AREANEW ELEVATOR2 HOUR FIRE RATED SHAFT AND ROOF CAPCURB-SIDE PICK UPJANITOR / ELECTRICAL / MECHANICALB1-01CORRIDORB1-09NEW TICKETING AREAB1-07EXISTING TICKETINGB1-10??ENTRANCEENTRANCEENTRANCEENTRANCE(4) 3'-0" DOORS720 PEOPLE(2) 3'-0" DOORS360 PEOPLE(2) 3'-0" DOORS360 PEOPLEEXISTING OVERHEAD CANOPYBAGGAGE MAKE UP AREAB1-02FAMILY RESTROOMB1-04MENS ROOMB1-06WOMENS ROOMB1-05EXISTING ELECTRICALB1-53EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52EXISTING ITB1-52EXISTING ELECTRICALB1-19RECEIVING AREAB1-11EXISTING LOADING DOCKB1-13OUTBOUND BAGGAGE EXTERIORB1-61FE-RFE-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 REQUIRED1362 PEOPLE x 0.2 INCHES PER PERSON = 272.4 INCHES REQUIREDEXIT WIDTH PROVIDED8 EXIT DOORS:288 INCHES CLEAR WIDTH TOTAL PROVIDED288 INCHES CLEAR WIDTH PROVIDED OCCUPANCY CALCULATIONS - TERMINAL ASPACE / USE OCCUPANCY AREA OCCUPANT PER S.F. OCCUPANT LOAD WAITING AREASA-320,060 S.F.1/151337BAGGAGE HANDLINGA-32,490 S.F.1/10025TOTAL 22,550 S.F.TOTAL OCCUPANTS 1362 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 AREAS15 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 - TERMINAL "B" EXPANSION AND EXISTING TICKETING ONLYFLOOR FINISH0'-0"FE-BFE-R10 LB FIRE EXTINGUISHER(SEMI-RECESSED CABINET)10 LB FIRE EXTINGUISHER(BRACKET MOUNTED)4'-0"2'-3"4'-0"2'-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.rvt8/25/2017 10:55:43 AM2-OB-A100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIFE SAFETY PLAN - OUTBOUND07-14-2017S12014 1/16" = 1'-0"LIFE SAFETY PLAN - OUTBOUNDNNORTHOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY3 08-25-2017 ADDENDUM 333333N.T.S.FIRE EXTINGUISHERS3CONFORMED SET63
REF.DWCANOPYNEW CANOPYOPENNEW CANOPYHALLBAGGAGE BELTNEW TICKETING AREAEXISTING CHECK IN AREANEW ELEVATOR -PHASE 1 WORKCURBSIDE BAGGAGE BELTBAGGAGE BELTS OVERHEADCURBSIDE CHECK INCANOPY ABOVENEW SECURITY WALL WITH 10" CMU ON B OTTOM AND 12" CMU TOP - REFER TO ELEVATIONSNEW ELECTRICAL FLOOR BOXES REFER TO ELECTRICAL -FLOOR TRENCHING REQUIRED IN EXISTING SLABCANOPY ABOVEENTRANCEENTRANCEENTRANCEITJANITOR / ELECTRICAL / MECHANICALB1-01FAMILY RESTROOMB1-04WOMENS ROOMB1-05MENS ROOMB1-06NEW TICKETING AREAB1-07EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52EXISTING ELECTRICALB1-53EXISTING ITB1-52RECEIVING AREAB1-11EXISTING ELECTRICALB1-19EXISTING MECHANICALB1-36EXISTING WOMENS ROOMB1-37EXISTING MENS ROOMB1-38EXISTING JANITORB1-42EXISTING ELEVATOR ROOMB1-43EXISTING ITB1-44EXISTING ELECTRICALB1-39EXISTING ITB1-41NEW STAIRS FOR SERVICE ACCESS TO AIRPLANE PLATFORMOPEN OFFICE AREAB1-18SECURITY SCREENINGB1-26BREAK ROOMB1-27STORAGEB1-17BEXISTING TICKETINGB1-1012-OB-A301ENTRANCE2-OB-A4011OUTBOUND BAGGAGE EXTERIORB1-61CANOPY 1B1-58CANOPY 2B1-592-OB-A2021EXISTING LOADING DOCKB1-1312-OB-A30322-OB-A30322-OB-A30412-OB-A30412-OB-A30212-OB-A3052-OB-A72112-OB-A71112-OB-A71122-OB-A4052OFFICEB1-12CORRIDORB1-51BAGGAGE MAKE UP AREAB1-0212-OB-A30712-OB-A3062-OB-A40122-OB-A724122-OB-A3012-OB-A71212-OB-A71222-OB-A306224" HIGH CONCRETE BENCHNEW SOFFIT ABOVENEW CURTAIN WALLNEW AUTOMATIC SLIDING DOORSNEW CURTAIN WALL(4) NEW DISPLAY CASESNEW TICKET COUNTERS AND SCALESNEW EXTERIOR TICKET COUNTERS AND SCALE2-OB-A7141NEW ELECTRICAL FLOOR BOXES REFER TO ELECTRICALEXISTING COLUMNS -REPLACE FINISHES - REFER TO FINISH PLANSG1166TYP.WALL TYPE LEGENDNEW STUD WALLEXISTING WALLNEW MASONRY WALL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:02:42 PM2-OB-A101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - OUTBOUND - 1ST FLOOR07-14-2017S12014 1/16" = 1'-0"1FLOOR PLAN - OUTBOUND - 1ST FLOORNNORTHOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET64
12-OB-A3012-OB-A202112-OB-A30322-OB-A30322-OB-A30412-OB-A30412-OB-A3052-OB-A71112-OB-A711212-OB-A30712-OB-A306SECURITY CHECKPOINT SCREENINGB2-12RECEPTIONB2-10OPPS MANAGER OFFICEB2-11MENS ROOMB2-05WOMENS ROOMB2-04SECURITY EXITB2-02CORRIDORB2-18EXISTING MECHANICAL ROOMB2-01SAA ITB2-09SECURITY OFFICEB2-08TSA IT CABINETB2-07NEW TICKETING AREAA1-53NEW TICKETING AREAA1-53BAGGAGE CLAIM ROOFB2-17PASSENGER WAITING AREAB2-13MEZZANINE22-OB-A3012-OB-A71212-OB-A7122OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11BCORRIDORB2-0322-OB-A106NEW CANOPYNEW CANOPYNEW CANOPYNEW CANOPYNEW OVERHEAD BLADE SIGNAGE - REFER TO STRUCTURAL AND WAYFINDING SHEETSPHASE 1 WORKPHASE 1 WORKPHASE 1 WORKNEW AIRPLANE DISPLAYFLOOR OPENING - REFER TO MECHANICAL AND STRUCTURALFLOOR OPENING - REFER TO MECHANICAL AND STRUCTURALSTAIR ACCESS TO MEZZANINECONTINUOUS GUARD RAILINGDOWNWALL TYPE LEGENDNEW STUD WALLEXISTING WALLNEW MASONRY WALL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:03:05 PM2-OB-A102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - OUTBOUND - 2ND FLOOR07-14-2017S12014 1/16" = 1'-0"1FLOOR PLAN - OUTBOUND - 2ND FLOOROUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHREVISIONS# DATE DESCRIPTION BYNEW INTERIOR CANOPY -MATCH ADJACENT CANOPY STRUCTURENEW FINISH AND SLOPED ROOF ADDED TO EXISTING CANOPY STRUCTURECONFORMED SET65
OSOSOSOSOSOSOSOSOSOSOSFSS12-OB-A30112-OB-A30322-OB-A30312-OB-A30412-OB-A30512-OB-A30712-OB-A306REFER TO 2-OB-A106 FOR CEILING INFORMATION ABOVE22-OB-A301OPEN50' - 4"8' - 0"13' - 0"8' - 0"13' - 0"8' - 0"15' - 4"LOCATE ALL SKYLIGHTS BETWEEN CANOPY STRUCTURE - REFER TO STRUCTURAL7/8" THICK (3) COAT SMOOTH FINISH STUCCO SOFFIT OVER PAPER BACKED SELF FURRING LATH OVER EXTERIOR SHEATHING OVER 1 1/2" HAT CHANNELS ATTACHED TO JOIST22' - 7"4' - 0"8' - 0"13' - 6"8' - 0"EQEQ56' - 9"113' - 9"20' - 11"29' - 6"146.00°18' - 0"59' - 6"103' - 11"232' - 2"19' - 2"30' - 11"135.00°135.00°2-OB-A40617/8" THICK (3) COAT SMOOTH FINISH STUCCO SOFFIT OVER PAPER BACKED SELF FURRING LATH OVER EXTERIOR SHEATHING OVER 1 1/2" HAT CHANNELS ATTACHED TO JOISTPRE-FINISHED METAL PANEL SYSTEM OVER 3 5/8" METAL STUDS ATTACHED TO JOIST - PROVIDE 30"X30" ACCESS PANELS AT ALL JUNCTION BOX LOCATIONS -REFER TO ELECTRICAL22-OB-A106STUCCO CONTROL JOINTSTUCCO CONTROL JOINTNEW GYPSUM BOARD CEILING AT 7.-2" A.F.F.NEW DROP CEILING UNDER INTERIOR SOFFIT STRUCTURE30"x30" ACCESS PANELCH=9'-0"CH=9'-0"CH=9'-0"CH=9'-0"MATCHLINE1/2-OB-A105FOR CANOPY LIGHTING REFER TO ELECTRICAL DRAWINGSFOR CANOPY LIGHTING REFER TO ELECTRICAL DRAWINGSNEW 60 MIL TPO MEMBRANE OVER 5/8" COVERBOARD OVER SLOPED INSULATION OVER METAL DECKINGEXTEND TPO MEMBRANE OVER PARAPET NEW THROUGH WALL SCUPPERSTEEL 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 SHEATHINGCONTINUOUS DRIP EDGE FLASHINGSTUCCO FINISH22-OB-A103NEW 7/8" THICK (3) COAT SMOOTH FINISH STUCCO CEILINGSTUCCO CONTROL JOINTSTUCCO CONTROL JOINTEXISTING CANOPY TO REMAINMATCHLINE1/2-OB-A105FOR CANOPY LIGHTING REFER TO ELECTRICAL DRAWINGS500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/5/2017 11:37:39 AM2-OB-A103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - OUTBOUND - 1STFLOOR07-14-2017S12014 1/16" = 1'-0"1REFLECTED CEILING PLAN - OUTBOUND - 1ST FLOOROUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTH 1/4" = 1'-0"2SECTION THROUGH CANOPY 1/16" = 1'-0"3REFLECTED CEILING - BAGGAGE CLAIM 1 & 2 CANOPYREVISIONS# DATEDESCRIPTIONBY66CONFORMED SET
JJSNEW CANOPY WITH STUCCO CEILINGNEW CANOPY WITH METAL PANEL CEILINGNEW ARCHED CEILING PANELSNEW CANOPY WITH STUCCO CEILINGNEW LED LIGHTING12-OB-A301CANOPY SKYLIGHT12-OB-A30322-OB-A30322-OB-A30412-OB-A30412-OB-A30712-OB-A30622-OB-A30122' - 6"23' - 6"33' - 3"33' - 3"13' - 8"12' - 6"22-OB-A106SOFFIT HEIGHT14'-0"OPENSKYLIGHTNOTE: PLACE 30X30 LOCKABLE CEILING ACCESS DOORS AT ALL JUNCTION BOXES - TYPEXISTING CEILING TO REMAINREFER TO ELECTRICAL FOR NEW UNDER CANOPY LIGHTINGREFER TO ELECTRICAL FOR NEW UNDER CANOPY LIGHTINGREFER TO ELECTRICAL FOR NEW UNDER CANOPY LIGHTINGREPAIR SOFFITREPAIR / ADD SOFFITNEW LED LIGHTING - REFER TO ELECTRICALNEW LED WALL SCONCES - REFER TO ELECTRICALSOFFIT HEIGHT14'-0"2-OB-A1051500 West Fulton St.Sanford, Fl. 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.rvt10/4/2017 2:49:03 PM2-OB-A104PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - OUTBOUND - 2NDFLOOR07-14-2017S12014 1/16" = 1'-0"1REFLECTED CEILING PLAN - OUTBOUND - 2ND FLOORNNORTHOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY67CONFORMED SET
12-OB-A30112-OB-A30212-OB-A30322-OB-A30322-OB-A30422-OB-A30111"12' - 9 1/4"1' - 0"12' - 9 1/4"1' - 0"19' - 6"1' - 0"15' - 0"1' - 0"15' - 0"1' - 0"14' - 8"1' - 0"14' - 8"1' - 0"14' - 0"1' - 0"14' - 0"1' - 0"13' - 10 1/2"1' - 0"13' - 10 1/2"6"8' - 0"2"61' - 4"2"8' - 0"KAWNEER SUN SHADES - OR ARCHITECT APPROVED EQUAL - TYP KAWNEER SUN SHADES - OR ARCHITECT APPROVED EQUAL - TYP KAWNEER SUN SHADES - OR ARCHITECT APPROVED EQUAL - TYP GYPSUM WALL BOARD SOFFIT 33' - 3"33' - 3"33' - 3"33' - 3"22' - 8"CURVED CEILING PANEL SYSTEMCURVED CEILING 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 1/8" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:04:23 PM2-OB-A105PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREFLECTED CEILING PLAN - OUTBOUND07-14-2017S12014REVISIONS# DATE DESCRIPTION BY 1/8" = 1'-0"1REFLECTED CEILING PLAN - OUTBOUNDOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDCONFORMED SET68
REF.NEW CANOPYNEW CANOPYSLOPE 1/4:12S LO P E 1/4:12SLOPE 1/4:12EXISTING ROOF TO REMAINNEW CANOPY12-OB-A30112-OB-A30322-OB-A30322-OB-A30412-OB-A30412-OB-A3052-OB-A40312-OB-A40422-OB-A40412-OB-A4021SLOPE 1/4:1212-OB-A30712-OB-A30612-OB-A308SLOPENEW CONTINUOUS HSS 4X4X1/4" ATTACHED TO HSS 2X2X1/4" TUBES AT 6'-0" O.C. FOR NEW SCREENWALL ATTACHMENT EXISTING STANDING SEAM ROOFING TO REMAINEXISTING BRIDGE61' - 2"TYP6' - 0"12-OB-A20422-OB-A301NEW ULTRA-DEK STANDING SEAM ROOF BY "MBCI" OR ARCHITECT APPROVED EQUALNEW 60 MIL TPO ROOFING OVER 5/8" COVERBOARD OVER R-20 RIGID INSULATION OVER METAL DECKTAPERED INSULATION TO DRAINS MIN. 1/4" / 1'-0" PITCHNEW 60 MIL TPO ROOFING OVER 5/8" COVERBOARD OVER SLOPED INSULATION OVER METAL DECK3" MIN SLOPED INSULATION TO DRAINSEXISTING STANDING SEAM ROOF TO REMAIN - REPLACE ALL ROOF AND WALL FLASHINGNEW ALUMINUM STANDING SEAM ROOF BY "PAC-CLAD TIGHT LOC PLUS PANEL" AT 18" O.C. OR ARCHITECT APPROVED EQUAL - COLOR IS PATINA GREEN TO MATCH EXISTING PASSENGER BRIDGE ROOFINGNEW SKYLIGHTS WITH ROOF CRICKETS - TYPNEW SKYLIGHTS WITH ROOF CRICKETS - TYPNEW 60 MIL TPO ROOFING OVER 5/8" COVERBOARD OVER RIGID INSULATION OVER METAL DECKNEW ROOF ACCESS LADDERRDRDRDRDRDRDRDRDRD22-OB-A106SLOPED ROOF TRUSSES BELOWSLOPE PER JOIST BELOWRESLOPE AND REFLASH EXISTING ROOFBOTTOM OF SOFFIT14'-0"3 5/8" STUD BRACING AT EACH END7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER FELT PAPER BACKED METAL SELF FURRING LATH OVER TYVEK MEMBRANE OVER 5/8" EXTERIOR SHEATHING OVER 3 5/8" METAL STUDS AT 12" O.C.3 5/8" HORIZONTAL STUD BRACING STUCCO FINISHPRE-ENGINEERED CURB BY SKYLIGHT MANUFACTUREROOF GIRDER BEYONDROOF JOISTSKYLIGHT BY "VELUX MODEL DYNAMIC DOUBLE DOME" OR ARCHITECT APPROVED EQUALPAINT SKYLIGHT WELLCEILING SUSPENDED BY GRID SYSTEM 3 5/8" STUD BRACING AT EACH END3 5/8" HORIZONTAL STUD BRACING 7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER FELT PAPER BACKED METAL SELF FURRING LATH OVER TYVEK MEMBRANE OVER 5/8" EXTERIOR SHEATHING OVER SUSPENDED GRID 2-OB-A10635x5x1/4" CONTINUOUS ANGLE WELDED TO STRUCTUREROOF CRICKETDOUBLE SIDEDFOAM TAPESILICONEINTERIOR DOMEEXTERIOR DOMEEXTRUDEDALUMINUM FRAME,6063-T5,0.06" TYPICALTHICKNESS, WITHWELDED CORNERS.FRAME FINISH#8 X 13/4"STEEL NON-CORROSIVEFASTENERSCONDENSATIONWEEP HOLESAT CORNERSBLACK SANTOPRENETHERMAL BREAK ANDCONDENSATION GUTTER11/2" CURBWRAP TPO OVER CURB5/8" EXTERIOR SHEATHINGMETAL STUCCO CAPTYVEK MEMBRANE7/8" THICK 3 COAT STUCCO500 West Fulton St.Sanford, Fl. 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 2:04:46 PM2-OB-A106PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAROOF PLAN - OUTBOUND07-14-2017S12014 1/16" = 1'-0"1ROOF PLAN - OUTBOUNDNNORTHOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BY 1" = 1'-0"2SECTION AT SKYLIGHT 6" = 1'-0"3SKYLIGHT CURB DETAILCONFORMED SET69
EXISTING BUILT UP ROOF TO BE REMOVED AND REPLACED WITH NEW TPO MEMBRANE OVER 5/8" COVERBOARD OVER R-20 SLOPED INSULATIONEXISTING BUILT UP ROOF TO BE REMOVED AND REPLACED WITH NEW 60MIL TPO ROOFINGEXISTING PENTHOUSE ROOFING TO BE REMOVED AND REPLACED WITH 5/8" COVERBOARD AND NEW 60 MIL TPO MEMBRANEEXISTING HIGH ROOF ABOVE TO REMAINEXISTING ROOF TO REMAINRIDGERIDGEREFLASH PENTHOUSE ROOF WITH PREFINISHED .032 ALUMINUM DRIP EDGE FLASHINGREPLACE ALL ROOF DRAINS IN THIS AREA - TYPREPLACE ALL ROOF DRAINS IN THIS AREA - TYPNEW ROOF ACCESS DOOREXISTING PENTHOUSE DOOR TO REMAINEXISTING PENTHOUSE DOOR TO REMAINEXISTING MECHANICAL UNIT TO REMAINEXISTING MECHANICAL UNIT TO REMAINNEW EMERGENCY OVERFLOW SCUPPERS NEW EMERGENCY OVERFLOW SCUPPERSREFLASH ROOF CONNECTION WITH PREFINISHED .032 ALUMINUM FLASHINGREFLASH ROOF CONNECTION WITH PREFINISHED .032 ALUMINUM FLASHINGREFLASH ROOF CONNECTION WITH PREFINISHED .032 ALUMINUM FLASHINGREFLASH ROOF CONNECTION WITH PREFINISHED .032 ALUMINUM FLASHINGREFLASH PENTHOUSE BASE WITH PREFINISHED .032 ALUMINUM FLASHINGNEW HIGH ROOF ACCESS LADDER2-OB-A20532-OB-A20522-OB-A2051500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/8" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:05:01 PM2-OB-A107PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAROOF PLAN - BAGGAGE CLAIM 1 AND 207-14-2017S12014REVISIONS# DATE DESCRIPTION BY 1/8" = 1'-0"1ROOF PLAN - BAGGAGE CLAIM 1 AND 2NNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDCONFORMED SET70
ALUMINUM CURTAIN WALL SYSTEMSTANDING SEAM METAL ROOF CANOPYEXISTING TERMINALCANOPYNEW SCREEN WALLSKYLIGHTLOADING DOCK BUILDINGTOP OF PARAPET48'-0"TOP OF GLAZING33'-1"CONTINUOUS PRE-FINISHED ALUMINUM COPINGPILASTERPILASTERFLOOR LINE0'-0"TOP OF PARAPET20'-0"TOP OF EXST PARAPET37'-8"TOP OF EXST RIDGE49'-0"FLOOR LINE0'-0"TOP OF EXST PARAPET31'-6"REMOVE LOWER PORTION OF EXISTING WINDOWS AND INFILL WITH STUD WALL STUCCO AND DRYWALL7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER METAL LATH OVER TYVEK MEMBRANE OVER 5/8" EXTERIOR SHEATHING OVER METAL STUDS - PAINTED5/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER 8" CMU - PAINTEDEXTEND DRIP LINE OF EXISTING PERIMETER EDGE FLASHING WITH NEW PREFINISHED ALUMINUMPRE-FINISHED ALUMINUM GUTTER AND DOWNSPOUTS1 PAIR OF DOORS. 1 36" LEAF AND 1 60" LEAF. THE 36" LEAF IS THE ACTIVE DOORNEW WALL LOUVER AND LINTEL REFER TO MECHANICAL AND STRUCTURAL7' - 8"4' - 2"9' - 1"CONTROL JOINT - TYPICAL7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER METAL LATH OVER TYVEK MEMBRANE OVER 5/8" EXTERIOR SHEATHING OVER METAL STUDS - PAINTEDCANOPYSUNSHADE BY KAWNEER OR ARCHITECT APPROVED EQUALCURBSIDE CHECK INSECURITY WALLNEW SCREEN WALL24" HIGH REINFORCED CONCRETE SEATING WALL -TYPICAL ALONG FRONTAGEPOLISH SMOOTH STAIN FINISH12-OB-A3035/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER 8" CMU - PAINTEDTOP OF PARAPET20'-0"TOP OF GLAZING33'-1"TOP OF PARAPET48'-0"TOP OF SECURITY WALL15'-4"FLOOR LINE0'-0"SKYLIGHTSBOTTOM OF PARAPET13'-10"TOP OF PARAPET20'-0"EXISTING RIDGE HEIGHT49'-0"EXISTING PARAPET37'-8"FLOOR LINE0'-0"NEW AUTOMATIC SLIDING DOORSCURTAIN WALL GLAZINGCURTAIN WALL GLAZINGEXTEND DRIP LINE OF EXISTING PERIMETER EDGE FLASHING WITH NEW PREFINISHED ALUMINUMROOF ACCESS LADDERPAINT ALL EXISTING EXTERIOR STUCCO FINISHED WALLSCONTROL JOINT - TYPICAL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/8" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:05:44 PM2-OB-A201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATIONS - OUTBOUND07-14-2017S12014 1/8" = 1'-0"1WEST ELEVATION - OUTBOUND 1/8" = 1'-0"2SOUTH ELEVATION - OUTBOUNDOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET71
STANDING SEAMROOF CANOPYALUMINUM SUNSHADESSECURITY WALLBAGGAGE BELT DOG HOUSE12-OB-A305PARAPET48'-0"TOP OF GLAZING33'-1"TOP OF SECURITY WALL15'-4"STANDING SEAMROOF CANOPYBAGGAGE BELTFLOOR LINE0'-0"PARAPET48'-0"TOP OF GLAZING33'-1"BOTTOM OF SILL21'-1"FLOOR LINE0'-0"7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER METAL LATH OVER TYVEK MEMBRANE OVER 5/8" EXTERIOR SHEATHING OVER METAL STUDS -PAINTED5/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER 8" CMU - PAINTEDNEW CURTAIN WALL BY KAWNEERNEW LINTEL FOR WALL OPENING FOR BAGGAGE BELT - REFER TO STRUCTURALNEW LINTEL FOR WALL WALL LOUVER BEYONDEMERGENCY OVERFLOW DISCHARGE2' - 5 1/2"10' - 8"4' - 0"PREFINISHED ALUMINUM GUTTER AND DOWNSPOUTS500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/8" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:06:20 PM2-OB-A202PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATIONS - OUTBOUND07-14-2017S12014 1/8" = 1'-0"1NORTH / WEST ELEVATION - OUTBOUNDOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET72
REPLACE EXISTING "KALWALL" WITH NEW CURTAIN WALL - TYPICALNEW ALUMINUM SUN SHADES - TYP REMOVE EXISTING SKYLIGHTS AND REPLACE WITH METAL STANDING SEAM ROOF SYSTEMEXISTING ENTRANCEEXISTING ENTRANCENEW ENTRANCESTEEL FRAMED CANOPY WITHSTUCCO FINISH NEW CONCRETE FILLEDBOLLARDS (TYP)NEW CONCRETE FILLEDBOLLARDS (TYP)NEW CONCRETE FILLEDBOLLARDS (TYP)BOTTOM OF CANOPY13'-10"TOP OF PARAPET18'-0"FLOOR LINE0'-0"EXST PARAPET34'-0"EXST PARAPET42'-0"RIDGE50'-9"12-OB-A306NEW CURTAIN WALL GLAZINGPAINT ENTIRE FACADEPAINT ENTIRE FACADEINFILL EXISTING OPENINGCONTROL JOINTS20'-0" ON CENTERPAINT EXISTING TOWER 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 1/8" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/5/2017 11:45:08 AM2-OB-A203PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATIONS - OUTBOUND07-14-2017S12014 1/8" = 1'-0"1SOUTH ELEVATION - OUTBOUNDEXTERIOR PERSPECTIVE VIEW 1EXTERIOR PERSPECTIVE VIEW 2EXTERIOR PERSPECTIVE VIEW 3EXTERIOR PERSPECTIVE VIEW 4REVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 444473CONFORMED SET
NEW CANOPYEXISTING BRIDGE CANOPYEXISTING CANOPYNEW CANOPYREMOVE AND REPLACE EXISTING METAL PANEL SIDING ON EXISTING CANOPY AND REPLACE WITH NEW EXTERIOR SHEATHING - FINISH WITH 7/8" THICK (3) COAT SMOOTH FINISH STUCCO - OVER FELT PAPER BACK SELF FURRING METAL LATH OVER TYVEK MEMBRANE - ALL THREE EXPOSED SIDES22-OB-A103ALIGN PARAPET HEIGHTREPAINT ENTIRE FACADEREPAINT ENTIRE FACADEREMOVE AND REPLACE EXISTING METAL PANEL SIDING ON EXISTING CANOPY AND REPLACE WITH NEW EXTERIOR SHEATHING - FINISH WITH 7/8" THICK (3) COAT SMOOTH FINISH STUCCO - OVER FELT PAPER BACK SELF FURRING METAL LATH OVER TYVEK MEMBRANE - ALL THREE EXPOSED SIDES33-IB-A103G.C. TO PAINT ENTIRE SOUTH FACADE , INCLUDING PASSENGER BRIDGES UP TO PHASE 3 SCOPE OF WORK WITH (1) COAT OF PRIMER ANS (2) COATS OF PAINT. OWNER TO APPROVE COLOR500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:30:52 PM2-OB-A204PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATION - OUTBOUND07-14-2017S12014REVISIONS# DATE DESCRIPTION BY 1/4" = 1'-0"1ELEVATION AT EXISTING BRIDGEOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDEXTERIOR PERSPECTIVE VIEW 1NEW STUCCO FINISH - PAINTEDPAINT ENTIRE EXISTING FACADEREMOVE AND REPLACE EXISTING METAL PANEL SIDING ON EXISTING CANOPY AND REPLACE WITH NEW EXTERIOR SHEATHING - FINISH WITH 7/8" THICK (3) COAT SMOOTH FINISH STUCCO - OVER FELT PAPER BACK SELF FURRING METAL LATH OVER TYVEK MEMBRANE -ALL THREE EXPOSED SIDESCONFORMED SET74
EXISTING METAL SIDING TO REMAINNEW ROOF TO WALL FLASHINGNEW ROOF ACCESS DOOR -PHASE 1 WORKEXISTING RTU TO REMAINNEW 60 MIL TPO ROOFING MEMBRANE OVER 5/8" COVERBOARD OVER SLOPED INSULATION MIN R-20 OVER EXISTING METAL DECKINGPAINT EXISTING BUILDING FACENEW ALUMINUM ROOF RACK FOR SPLIT AC CONDENSERS -ATTACH RACK TO STEEL SUBSTRATE BELOW (PHASE 1 WORK) AND SEAL WITH TPO PITCH POCKETS AT EACH PENETRATION (PHASE 2 WORK)NEW ROOF TO WALL FLASHING - TYPICAL (4) SIDESPAINT EXISTING COLUMNEXISTING COLUMNNEW STEEL CHANNELCUT EXISTING GIRDER AND CLIP TO NEW CHANNELNEW VERTICAL STEEL CHANNELSEXISTING GIRDER1-SA-A5011NEW ROOF TO WALL FLASHING EXISTING WINDOW TO REMAINNEW ROOF DRAINSNEW SLOPED INSULATION - MIN R 20NEW 60 MIL TPO ROOFING MEMBRANENEW ROOF ACCESS LADDER - PHASE 1 WORKEXISTING WINDOW TO REMAINPAINT EXISTING BUILDING FACEPAINT EXISTING BUILDING FACEPAINT EXISTING BUILDING FACENEW ALUMINUM ROOF RACK FOR SPLIT AC CONDENSERS -ATTACH RACK TO STEEL SUBSTRATE BELOW ( PHASE 1 WORK) AND SEAL WITH TPO PITCH POCKETS AT EACH PENETRATION (PHASE 2 WORK)NEW ROOF TO WALL FLASHING - TYPICAL (4) SIDESPHASE 1 WORKEXISTING CMU WALL - REPAINTNEW METAL PANEL WALLREPAINT EXISTING WALL8' - 3"2' - 2"2' - 10"8' - 3"2' - 2"8' - 3"2' - 2"2' - 10"6' - 0"EXISTING MASONRY OPENING IN (4 HR) FIRE WALL - INFILL WITH RATED CMU AND SEAL WITH FIRE CAULK -REPAINT ENTIRE WALLNEW WALL LOUVER - INSTALL NEW HEADER FOR NEW OPENING - USE 14 GA. METAL STUD FRAMING WELDED TO UPPER AND LOWER GRIT FOR JAMBS AND 12 GA. STUD FOR HEAD AND SILL REMOVE EXISTING DUCTWORK AND INFILL OPENINGS WITH METAL STUDS, 4" BATT INSULATION, 5/8" EXTERIOR SHEATHING AND FINISH EXTERIOR WITH METAL PANELS -MATCH ADJACENT METAL PANEL TYPE - METAL STUD FRAMING SHOULD EXTEND FROM UPPER GRIT TO LOWER GIRTREMOVE EXISTING DUCTWORK AND INFILL OPENINGS WITH METAL STUDS, 4" BATT INSULATION, 5/8" EXTERIOR SHEATHING, TYVEK MEMBRANE, SELF FURRING PAPER BACKED METAL LATH AND FINISH WITH 7/8" THICK (3) COAT SMOOTH FINISH STUCCO - PAINTED -METAL STUDS SHOULD EXTEND FROM UPPER GRIT TO LOWER GIRT. PATCH, REPAIR AND REPAINT WALL AFTER NEW ROOD FLASHING IS INSTALLEDRESEAL MATERIAL TRANSITION WITH CAULKNEW 60 MIL TPO ROOFING MEMBRANE OVER 5/8" COVERBOARD OVER SLOPED INSULATION MIN R-20 OVER EXISTING METAL DECKINGEXISTING CMU WALL HEIGHT(PHASE 1 WORK)(PHASE 1 WORK)(PHASE 1 WORK)(PHASE 1 WORK)(PHASE 1 WORK)NEW WALL LOUVER - INSTALL NEW HEADER FOR NEW OPENING - USE 14 GA. METAL STUD FRAMING WELDED TO UPPER AND LOWER GRIT FOR JAMBS AND 12 GA. STUD FOR HEAD AND SILL NOTE: G.C. SHOULD ASSUME THAT HE WILL HAVE TO OPEN UP ENTIRE METAL PANEL SECTIONS TO GAIN ACCESS TO ADJACENT HORIZONTIAL GIRDERS TO PROVIDE STRUCTURAL SUPPORT FOR NEW OPENINGS AND INFILL SECTIONS500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/4/2017 3:40:09 PM2-OB-A205PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAEXTERIOR ELEVATIONS - BAGGAGE CLAIM 1 AND 2ROOF - OUTBOUND07-14-2017S12014 1/4" = 1'-0"1ELEVATION - BAGGAGE CLAIM 1 AND 2 ROOF 1/4" = 1'-0"2ELEVATION - BAGGAGE CLAIM 1 AND 2 ROOF 1/4" = 1'-0"3ELEVATION - BAGGAGE CLAIM 1 AND 2 ROOFREVISIONS# DATEDESCRIPTIONBY75CONFORMED SET
PARAPET WALLWINDOWSCANOPYINTERIOR CURVED CEILING PANELSSTRUCTURE ABOVERESTROOM ENTRANCECURBSIDE BAGGAGE BELT BEYONDNEW TICKET COUNTERSSECURITY WALL BEYONDPAINT ALL STRUCTURE ABOVE WITH DRY-FALL PAINT - TYP5' - 11"SUN SHADESHVACHVACTOP OF GLAZING33'-1"TOP OF PARAPET48'-0"TOP OF PILASTER45'-0"FLOOR FINISH0'-0"T.O.M. BAG RUNWAY14'-0"TOP OF MASONRY20'-6"TOP OF GLAZING33'-1"TOP OF PARAPET48'-0"TOP OF PILASTER45'-0"CURBSIDE BAGGAGE TICKET COUNTERSTOP OF CANOPY PARAPET20'-0"VISUAL DISPLAY MEMORIAL DISPLAY CASESCABLE RAILINGCANOPY SKYLIGHTSPOLICE STATIONWINDOWSAIR RELIEF, SEE MECH18' - 1"8' - 0"8' - 0"3' - 4"SLOPE3' - 5 3/4"BOTTOM OF GLAZING21'-1"22-OB-A3018' - 0"2-OB-A7112BOTTOM OF PARAPET13'-10"60" TYP2-OB-A404412-OB-A301PARAPET WALLGLAZING SYSTEMCANOPYINTERIOR CURVED CEILING PANELSSTRUCTURE ABOVENEW TICKET COUNTERS AND WEIGHT STATIONSBAGGAGE SCREENINGSTRUCTURE ABOVESUN SHADESCURBSIDE BAGGAGE BELTS AND CAT WALKINTERIOR CURVED CEILING PANELSNEW TICKET COUNTERSBAGGAGE BELT WALL OPENING - PROVIDE EXTERIOR GRADE DRAFT CURTAINNEW TERMINALEXISTING TERMINALTOP OF PARAPET48'-0"EXISTING ROOF HEIGHTVARIESFLOOR FINISH0'-0"TAIL WHEEL STRUCTURAL SUPPORTTOP OF PARAPET48'-0"TOP OF MASONRY WALL20'-6"NEW TICKET COUNTER CANOPYX BRACING - REFER TO STRUCTURALEXISTING BEAMTOP OF GLAZING33'-1"BOTTOM OF GLAZING21'-1"BAGGAGE MAKE UP AREAB1-02WOMENS ROOMB1-05MENS ROOMB1-06BAGGAGE ENCLOSUREB1-08NEW WALL OPENING22' - 8"18' - 6"15' - 2"4' - 1"2-OB-A30222-OB-A7225VERIFY TAIL HEIGHT WITH RESTORATION ENGINEERNEW ALUMINUM ROOF LADDER - ATTACH TO STRUCTUREEXISTING ROOFPAINT ALL INTERIOR STRUCTURE WITH DRY-FALL PAINT - TYPICALHANGER WIRES TO STRUCTURE ABOVE7301 TS MAIN BEAMPERFORATED METAL VAULT PANEL - WHITEMETALWORKS TORSION SPRING CEILING SYSTEM7341 TS CROSS TEE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/5/2017 1:46:17 PM2-OB-A301PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABUILDING SECTIONS - OUTBOUND07-14-2017S12014 1/8" = 1'-0"1SECTION AT OUTBOUND TICKET EXPANSIONOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/8" = 1'-0"2SECTION AT OUTBOUND TICKET EXPANSIONN.T.S.3SUSPENDED VAULT CEILINGREVISIONS# DATEDESCRIPTIONBY6 09-28-2017 ADDENDUM 6676CONFORMED SET
T.O.M. BAG RUNWAY14'-0"BOTTOM OF WINDOWFRAME21'-1"TOP OF WINDOW FRAME33'-1"ULTRA DEK BY MBCI OR ARCHITECT APPROVED EQUAL STANDING SEAM METAL ROOFPRE-ENGINEERED METAL TRUSSES1 1/2" METAL FURRINGGYPSUM WALL BOARD - PAINTEDHSS METAL BEAM AROUND PERIMETER OF ALL GLAZING IN OUTBOUND EXPANSION -REFER TO STRUCTURAL FOR SIZINGALUMINUM CURTAIN WALL GLAZING - TINTED7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER METAL LATH OVER TYVEK MEMBRANE OVER 5/8" EXT. GRADE SHEATHING OVER 8" METAL STUDS WITH BATT INSULATIONPREFINISHED .032" THICK ALUMINUM COPING60 MIL TPO ROOFING MEMBRANE OVER RIGID INSULATION - R-20STUCCO OVER METAL STUD PILASTER - BEYONDSTRUCTURAL JOIST GIRDER -PAINTED - REFER TO STRUCTURAL5/8" THICK (3) COAT SMOOTH FINISH STUCCO FINISH OVER 8" REINFORCED MASONRY WALLNEW CONCRETE SLAB - REFER TO STRUCTURAL1 1/2" RIGID INSULATION - R-13NEW CONCRETE DECKGYPSUM WALL BOARD SOFFIT OVER DISPLAY SHELVESNEW TICKET COUNTERSNEW BAGGAGE BELTBAG RUNWAYB1-03NEW TICKETING AREAB1-07BOTTOM OF FRAMING40'-5"BOTTOM OF CORNICE46'-8"TOP OF PARAPET48'-0"FINISH FLOOR0'-0"8' - 0"6 1/2"412SCHEDULED FLOOR FINISH OVERCONCRETE SLAB OVER10 MIL VAPOR BARRIER OVERTERMITE TREATED COMPACTED FILL18' - 6"CONTINUOUS DRIP EDGE FLASHINGCONTINUOUS DRIP EDGE FLASHINGWRAP TPO MEMBRANE OVER PARAPET - TYPICALFASCIA MOUNTED CABLE RAILING SYSTEMSLOPE 1/4:12SLOPE INSULATION TO DRAIN5/8" GYPSUM WALL BOARD OVER 2" HAT CHANNELS OVER 6" METAL STUDSSLOPE TOP OF PILASTERCONTINUOUS PREFINISHED ALUMINUM GUTTERHOLLOW METAL DOORAND FRAMEALUMINUM THRESHOLDNEW FOOTING;REFER TO STRUCTURALFINISH AS SCHEDULED OVER6" SLAB OVER 10 MIL VAPORBARRIER OVER TERMITETREATED FILLHSS METAL BEAM AROUNDPERIMETER OF ALL GLAZING IN OUTBOUND EXPANSION; REFER TO STRUCTURAL36" DEEP ALUMINUM SUNSHADE BY KAWNEER - MODEL VERSOLEIL OR ARCHITECT APPROVED EQUAL2X P.T. WOOD SHIM FORWINDOW FRAME ATTACHMENT -TOP AND BOTTOM5/8" THICK STUCCO FINISHOVER MASONRY WALLCANOPY BEYONDCONT. ALUMINUM COPING CAP2X P.T. WOOD BLOCKING7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER METAL LATH OVER TYVEK OVER EXTERIOR GRADESHEATHING ON METAL STUDSR13 BATT INSULATION6O MIL TPO MEMBRANE OVER TAPEREDINSULATION OVER METAL DECKSTEEL JOISTS;REFER TO STRUCTURALMETAL STUD FRAMED PILASTER WITH STUCCO FINISH BEYONDTOP OF PARAPET+ 48'-0"BOTTOM OF CORNICE+ 46'-8"BOTTOM OF FRAMING+ 40'-5"TOP OF WINDOW FRAME+ 33'-1"BOTTOM OF WINDOWFRAME+ 21'-0"TOP OF DOOR FRAME+ 7'-4"FINISH FLOOR0'-0"CONTINUOUS DRIP EDGE FLASHINGCONTINUOUS DRIP EDGE FLASHINGSLOPE TOP OF PILASTER7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER METAL LATH OVER TYVEK MEMBRANE OVER EXTERIOR GRADESHEATHING ON METAL STUDS500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 3/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt10/5/2017 4:16:15 PM2-OB-A302PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTIONS - OUTBOUND07-14-2017S12014 3/4" = 1'-0"1OUTBOUND WALL SECTION 3/4" = 1'-0"2OUTBOUND WALL SECTIONREVISIONS# DATEDESCRIPTIONBY77CONFORMED SET
7/8" STUCCO FINISH OVER EXT. GRADE SHEATHING OVER 8" METAL STUDS WITH BATT INSULATIONPREFINISHED .032" THICK ALUMINUM COPING60 MIL. TPO ROOFING MEMBRANE OVER COVER BOARD OVER RIGID INSULATION - R-20STUCCO OVER METAL STUD PILASTER - BEYONDSTRUCTURAL JOIST GIRDER -PAINTED - REFER TO STRUCTURALSTUCCO FINISH OVER MASONRY WALLBOTTOM OF WINDOWFRAME21'-1"TOP OF WINDOW FRAME33'-1"BOTTOM OF CORNICE46'-8"TOP OF PARAPET48'-0"FINISH FLOOR0'-0"TOP OF PILASTER45'-0"BOTTOM OF FRAMING40'-5"HSS METAL BEAM AROUND PERIMETER OF ALL GLAZING IN OUTBOUND EXPANSION -REFER TO STRUCTURAL FOR SIZING8' - 0"TOP OF MASONRY20'-6"CANOPY ATTACHMENT19'-8 1/2"18' - 6"1' - 8"1' - 6"3"1' - 5"6"2-OB-A3043ALUMINUM SUNSHADE BY KAWNEER OR ARCHITECT APPROVED EQUAL5/8" GYPSUM WALL BOARD OVER 2" HAT CHANNELS OVER 6" METAL STUDSCONTINUOUS DRIP EDGECONTINUOUS DRIP EDGESLOPE TOP OF PILASTERBAGGAGE ENCLOSUREB1-08FINISH FLOOR0'-0"BOTOM OF OPENING+ 5'-8"MEZZANINE15'-2"BOTTOM OF WINDOWFRAME21'-1"TOP OF WINDOW FRAME33'-1"BOTTOM OF FRAME40'-5"TOP OF PARAPET48'-0"BOTTOM OF CORNICE46'-8"CANOPY ATTACHMENT19'-8 1/2"TOP OF PILASTER45'-0"BOTTOM OF DECK14'-8"TOP OF MASONRY20'-6"2-OB-A304318' - 1"15' - 2"31' - 4"7/8" STUCCO FINISH OVER EXT. GRADE SHEATHING OVER 8" METAL STUDS WITH BATT INSULATIONPREFINISHED .032" THICK ALUMINUM COPINGSTUCCO OVER EXTERIOR SHEATHINGSTRUCTURAL JOIST GIRDER -PAINTED - REFER TO STRUCTURALSTUCCO FINISH OVER MASONRY WALLHSS METAL BEAM AROUND PERIMETER OF ALL GLAZING IN OUTBOUND EXPANSION - REFER TO STRUCTURAL FOR SIZINGALUMINUM SUNSHADE BY KAWNEER OR ARCHITECT APPROVED EQUALBOTTOM OF SOFFIT14'-0"SLOPE5/8" GYPSUM WALL BOARD OVER 2" HAT CHANNELS OVER 6" METAL STUDSCONTINUOUS DRIP EDGECONTINUOUS DRIP EDGESLOPE OF PILASTER60 MIL. TPO ROOFING MEMBRANE OVER COVER BOARD OVER RIGID INSULATION - R-20500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 3/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:09:02 PM2-OB-A303PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTIONS - OUTBOUND07-14-2017S12014 3/4" = 1'-0"1OUTBOUND WALL SECTION 3/4" = 1'-0"2OUTBOUND WALL SECTIONREVISIONS# DATE DESCRIPTION BYCONFORMED SET78
NEW TICKETING AREAA1-53NEW TICKETING AREAB1-07.60 MIL TPO MEMBRANE OVERRIGID INSULATION OVER METAL DECKCONT. ALUMINUM COPING CAPOVER 2X P.T. WOOD BLOCKING7/8" THICK STUCCO FINISH OVER METAL LATH AND BUILDING WRAP OVER METAL STUDS AT 16" 0.C.; REFER TO STRUCTURALR-20 BATT INSULATIONALUMINUM SUNSHADE BY KAWNEER OR ARCHITECT APPROVED EQUALSTEEL JOISTS; REFER TO STRUCTURAL6"x6" TUBE STEEL;REFER TO STRUCTURALALUMINUM FRAMED CURTAIN WALL GLAZING8' - 0"6"x6" TUBE STEEL;REFER TO STRUCTURALTOP OF PARAPET48'-0"B/ CORNICE46'-8"TOP OF PILASTER45'-0"BOTTOM OF FRAMING40'-5"TOP OF WINDOW FRAME+ 33'-1"BOTTOM OF WINDOWFRAME+ 21'-1"CANOPY ATTACHMENT+ 19'-8 1/2"T/WINDOW FRAME+ 11'-4"B/WINDOW FRAME+ 3'-4"5/8" THICK STUCCO FINISHCMU1/2" GYPSUM BOARD OVER1 1/2" RIGID INSULATIONCORIAN SILLALUMINUM FRAME GLAZING1/2" GYPSUM BOARD OVER1 1/2" RIGID INSULATION60 MIL TPO ROOFSCHEDULED FLOOR FINISH OVER6" CONCRETE SLAB OVER 10 MILVAPOR BARRIER OVER TERMITE TREATED FILL(3) # 5's TOP AND (2) #5'S BOTTOM OF BENCH AND BOTTOM OF FOOTINGNEW FOUNDATION;REFER TO STRUCTURALCANOPY ROOF FRAMING12"1/4"ALUMINUM CEILINGFINISH FLOOR0'-0"WALL UPLIGHT - REFER TO ELECTRICAL2-OB-A30433"2"5/8" GYPSUM WALL BOARD OVER 2" HAT CHANNELS OVER 6" METAL STUDSCONTINUOUS DRIP EDGE FLASHINGCONTINUOUS DRIP EDGE FLASHINGSLOPE TOP OF PILASTER - TYPICAL24" HIGH POLISHED CONCRETE BENCH WITH STAIN FINISH4"1' - 4"2' - 0"6"10"3"3"3"EQEQNEW TICKETING AREAB1-07SCHEDULED FLOOR FINISHOVER CONCRETE SLAB OVER 10 MIL VAPOR BARRIER OVER TERMITE TREATED FILLCONCRETE FOUNDATION;REFER TO STRUCTURAL FORSIZE AND REINFORCINGCOLUMN BEYONDCONTINUOUS ALUMINUMCOPING CAPCONTINUOUS P.T. WOODBLOCKINGSTANDING SEAM ROOF OVERR-20 INSULATION OVER METAL DECKBEARING HEIGHT45'-2"BOTTOM OF CORNICE46'-8"BOTTOM OF FRAMING40'-5"TOP OF STEEL32'-0"TOP OF STEEL24'-2"FINISH FLOOR0'-0"TOP OF PARAPET48'-0"STEEL JOISTS;REFER TO STRUCTURALSTEEL BEAM; REFERTO STRUCTURALMETAL STUD FRAMING3 1/2"STEEL BEAM; REFERTO STRUCTURALSTEEL BEAM; REFERTO STRUCTURAL7/8" STUCCO FINISHOVER METAL LATH OVERBUILDING WRAP OVEREXTERIOR SHEATHINGEXISTING ROOF STRUCTUREWRAP TPO OVER PARAPETCONTINUOUS DRIP EDGE FLASHING5/8" GYPSUM WALL BOARD - PAINTEDR-20 BATT INSULATION7/8" STUCCO - PAINTEDSEAMSSEALANT BEAD ALONGEDGE OF CLOSURE ANDOVER TOP OF PANELREINFORCED MASONRY - REFER TO STRUCTURALSTEEL JOIST -REFER TO STRUCTURAL1 1/2" METAL HAT CHANNELS @ 16" O.C.7/8" THICK (3) COAT SMOOTH FINISH STUCCO -PAINTEDCLOSURE TRIMPRE-FINISHED METAL FLASHING CLOSURE STRIP -CONTINUOUSATTACH NEW FLASHING TO BASE OF WINDOWS SUB SILLCONTINUOUS SEALANT ALONG FLASHING WINDOW SILL AND SUB SILLSOLID SURFACE SILLWOOD BLOCKING1 1/2" RIGID INSULATION5/8" GYPSUM WALL BOARD - PAINTEDHSS TUBE STEEL -REFER TO STRUCTURALINSULATED GLAZINGMETAL DECK5/8" STUCCO - PAINTEDMETAL LATH OVER TYVEK OVER 5/8" EXTERIOR SHEATHING BOTTOM OF STRUCTURAL JOISTMETAL LATH60 MIL. TPO MEMBRANE OVER 5/8" COVERBOARD CONTINUOUS METAL ENDCAP FLASHING WITH DRIP EDGECONTINUOUS TERMINATION BARWELDED SPLICESLOPE 1/4:12500 West Fulton St.Sanford, Fl. 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 2:09:20 PM2-OB-A304PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTIONS - OUTBOUND07-14-2017S12014 3/4" = 1'-0"1OUTBOUND WALL SECTION 3/4" = 1'-0"2OUTBOUND WALL SECTIONREVISIONS# DATE DESCRIPTION BY 3" = 1'-0"3CANOPY TO WALL FLASHING DETAILCONFORMED SET79
2-OB-A3052BAGGAGE BELTNEW CANOPY18' - 6"T/PARAPET48'-0"BOTTOM OF FRAMING40'-5"T/WINDOW32'-1"B/WINDOW20'-1"7' - 4"4' - 0"11' - 4"CURTAIN WALL GLAZING31' - 8"CANOPY14'-8"2-OB-A4043CONT. ALUMINUM COPING CAP2X P.T. WOOD BLOCKINGSTUCCO FINISH OVER METALLATH OVER BUILDING WRAPMETAL STUD FRAMING;REFER TO STRUCTURALTPO MEMBRANE UP THE BACK OFPARAPET OVER BUILDING WRAP OVEREXTERIOR GRADE SHEATHINGTPO MEMBRANE OVER TAPERED INSULATIONOVER METAL DECKR-18 BATT INSULATIONSTUCCO FINISH OVERMETAL LATH OVER BUILDING WRAPTUBE STEEL FRAMING;REFER TO STRUCTURALALUMINUM CURTAIN WALLTUBE STEEL FRAMING;REFER TO STRUCTURALSTUCCO FINISH OVERCMU WALLALUMINUM SUNSHADECANOPY ROOF AND FRAMINGSTEEL FRAMING; REFER TO STRUCTURALGYPSUM BOARD OVER 1/2" FURRING STRIPSSTUCCO FINISH OVERMETAL LATH OVER BUILDING WRAPR-18 BATT INSULATIONBAGGAGE BELTNEW FOOTER; REFERTO STRUCTURALBAGGAGE MAKE UP AREAB1-02FLOOR FINISH AS SCHEDULED OVERCONCRETE SLAB OVER 10 MIL. VAPORBARRIER OVER TERMITE TREATED FILLT/PARAPET48'-0"B/CORNICE46'-8"T/WINDOW32'-1"FINISH FLOOR0'-0"B/WINDOW20'-1"T/MASONRY OPENING11'-4"B/MASONRY OPENING7'-4"SLOPE TOP OF PILASTERS -TYPICALPROVIDE PROPER AIR-TIGHT ENCLOSURE AT BAGGAGE HANDLING 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 FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:09:46 PM2-OB-A305PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALLL SECTIONS - OUTBOUND07-14-2017S12014 1/4" = 1'-0"1OUTBOUND WALL SECTION 3/4" = 1'-0"2OUTBOUND WALL SECTIONREVISIONS# DATE DESCRIPTION BYCONFORMED SET80
2-OB-A30622-OB-A3062C3CC3DC3ECONTINUOUS ALUMINUMCOPING CAPP.T. 2X BLOCKINGEXTEND TPO MEMBRANEUP AND UNDER COPING CAPBUILDING WRAP OVER EXTERIORGRADE SHEATHING OVER8" METAL STUDS @ 16" O.C.60 MIL TPO ROOF MEMBRANE OVER TAPEREDINSULATION OVER METAL DECK - SLOPE INSULATION TO ROOF DRAINS7/8" THICK STUCCO FINISH OVER METAL LATHOVER BUILDING WRAP OVER FIRE RETARDANT EXTERIOR GRADESHEATHINGSTEEL FRAMING; REFER TO STRUCTURALSTEEL JOISTS; REFER TO STRUCTURAL7/8" THICK (3) COAT SMOOTH FINISH STUCCO SOFFIT CEILINGOVER METAL LATH OVER 5/8" EXTERIOR SHEATHING OVER METAL STUD FRAMINGTOP OF CANOPY+ 18'-0"BOTTOM OF CANOPY+ 13'-10"STEEL COLUMNS WITH METAL STUDS AND STUCCO FINISH - REFER TO DETAIL ON THIS PAGE FOR TYPICAL CONDITION7/8" THICK (3) COAT SMOOTH FINISH STUCCO SOFFIT CEILINGOVER METAL LATH OVER 5/8" EXTERIOR SHEATHING OVER METAL STUD FRAMINGSELF FLASHING ACRYLIC SKY-LIGHTSTEEL FRAMING; REFER TO STRUCTURALEXISTING STUCCO FINISH AT BUILDING ENTRANCE2 1/2" METAL STUDS @16" O.C.WIDE FLANGE BEAM;REFER TO STRUCTURALNEW CONCRETE WALKWAY;REFER TO CIVIL PLANSNEW CONCRETE WALKWAY;REFER TO CIVIL PLANS60 MIL TPO ROOF MEMBRANE OVER TAPEREDINSULATION OVER METAL DECK; REFER TO STRUCTURALEXISTING STRUCTURESTEEL BEAM; REFER TOSTRUCTURAL FOR CONNECTIONTO EXISTING STRUCTURECONT. STEEL ANGLE ATTACHED TO EXISTING STRUCTURE60 MIL TPO ROOF MEMBRANE OVER TAPERED INSULATION OVER METAL DECKSTEEL COLUMNS WITH METAL STUDS AND STUCCO FINISH - REFER TO DETAIL ON THIS PAGE FOR TYPICAL CONDITION4"EQUALEQUALEQUAL4"1/2" STUCCO RELIEF JOINTS EVENLY SPACED2-OB-A3063TOP OF STEEL+ 15'-3"CONTINUOUS DRIP EDGESMOOTH STUCCO 1" REVEAL1" REVEALSTAINLESS STEEL TOE KICK7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER SELF FURRING PAPER BACKED METAL LATH OVER TYVEK MEMBRANE OVER 5/8" EXTERIOR SHEATHING OVER 3 5/8" METAL STUDS1' - 3"1' - 3"2' - 6"1' - 3"1' - 3"2' - 6"32-OB-A306CONTINUOUS 4" STAINLESS STEEL TOE KICK WITH MITERED CORNERSTREATED WOOD BLOCKINGRUBBER MEMBRANE SEAT7/8" THICK (3) COAT SMOOTH FINISH STUCCO PAINTEDLEAVE 1/4" GAP AT BOTTOM OF EXTERIOR SHEATHINGSTEEL COLUMN - REFER TO STRUCTURALSELF FURRING PAPER BACKED METAL LATHTYVEK MEMBRANE5/8" EXTERIOR SHEATHING3 5/8" METAL STUDSCONTINUOUS METAL BOTTOM TRACK ATTACH TO CONCRETE WITH TEK SCREWS AT 6" O.C.ATTACH STAINLESS STEEL AT TOP WITH TEK SCREWS AND MASTIC OVER WOOD BLOCKINGSURFACE OF CONCRETE500 West Fulton St.Sanford, Fl. 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 2:10:03 PM2-OB-A306PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTIONS AND DETAILS - CANOPY -OUTBOUND07-14-2017S12014OUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUND 3/4" = 1'-0"1SECTION AT OUTBOUND CANOPYREVISIONS# DATE DESCRIPTION BY 1 1/2" = 1'-0"2CANOPY CLOUMN DETAIL 3" = 1'-0"3COLUMN BASE DETAILCONFORMED SET81
EAVE44'-8"RIDGE HEIGHT50'-9 1/2"612NEW STANDING SEAM METAL ROOF OVER 30 ML PEAL & STICK EXTERIOR GRADE FIRE RETARDANT SHEATHING OVER R-20 RIGID INSULATION OVER PRE-ENGINEERED METAL TRUSSESPRE FINISHED ALUM. FASCIA W/ DRIPEDGE OVER WOOD BLOCKINGREMOVE EXISTING KALWALL PANELS AND INFILL WITH 6" METAL STUDS AT 16" O.C.7/8" STUCCO FINISHOVER METAL LATH OVER EXT. SHEATHING - PAINTEDNEW SUSPENDED ACOUSTICAL PANEL CEILING ATTACHED TO UNDERSIDE OF TRUSSESTOP OF EXISTING STEEL41'-8"TOP OF WINDOW40'-0"TOP OF EXISTING STEEL25'-6"BOTTOM OF WINDOWOPENING18'-0"TOP OF WINDOW24'-6"BOTTOM OF EXISTINGSTEEL16'-7"TOP OF EXISTING STEEL8'-3"6' - 6"14' - 8"ALUMINUM SUNSHADE BY "KAWNEER - 36" DEEP VERSOLEIL" OR ARCHITECT APPROVED EQUALNEW CURTAIN WALL - TINTEDEXISTING TUBE STEELFRAMINGNEW CURTAIN WALLEXISTING AUTOMATICSLIDING DOORSNEW CURTAIN WALLGLAZING - TINTEDNEW AUTOMATICSLIDING DOORSCONT. WINDOW FRAMEFLASHINGEXISTING TUBE STEELFRAMINGACCENT LIGHTINGREFER TO ELECTRICALALUMINUM SUNSHADE BY "KAWNEER - 36" DEEP VERSOLEIL" OR ARCHITECT APPROVED EQUALBOTTOM OF SUNSHADE22'-7"INFILL EXISTING OPENING WITH METAL STUDS1' - 0"22' - 6"NEW SOFFIT FRAMING NEW CURTAIN WALLEXISTING ROOF6"NEW METAL PRE-FAB TRUSSES, SEE STRUCTURAL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/2" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:10:21 PM2-OB-A307PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAWALL SECTION - EXISTING TOWER - OUTBOUND07-14-2017S12014 1/2" = 1'-0"1SECTION AT ENTRY TOWERREVISIONS# DATE DESCRIPTION BYCONFORMED SET82
EXISTING BRIDGENEW HSS 2X2X1/4 GALVANIZED TUBE AT 6'-0" O.C. ATTACHED TO EXISTING METAL DECK AT 48" O.C.NEW CONTINUOUS HSS 4X4X1/4 GALVANIZED TUBE ATTACHED TO TUBE AT EACH CROSSINGNEW CONTINUOUS SCREEN WALL BOTH SIDES5' - 0"4' - 0"INFILL EXISTING GLAZING7' - 6 1/2"INFILL3' - 0 1/2"EXISTING GLAZING TO REMAINEXISTING GLAZING TO REMAINREFLASH EXISTING ROOFING WITH PRE-FINISHED ALUMINUM .032 THICK FLASHINGREFLASH EXISTING ROOFING WITH PRE-FINISHED ALUMINUM .032 THICK FLASHINGREMOVE MOLD CLEAN AND REPAINTREMOVE MOLD, CLEAN AND REPAINTREMOVE MOLD, CLEAN AND REPAINTREMOVE MOLD, CLEAN AND REPAINTREMOVE EXISTING CURTAIN WALL SECTION AND INFILL WITH METAL STUD CONSTRUCTION500 West Fulton St.Sanford, Fl. 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 2:10:39 PM2-OB-A308PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDABUILDING SECTIONS - EXISTING PASSENGERBRIDGE - OUTBOUND07-14-2017S12014REVISIONS# DATE DESCRIPTION BY 3/4" = 1'-0"1SECTION AT PASSENGER BRIDGE 3/8" = 1'-0"2SECTION AT PASSENGER BRIDGE 2CONFORMED SET83
BAGGAGE ENCLOSUREB1-08FAMILY RESTROOMB1-04CORRIDORB1-09MENS ROOMB1-06WOMENS ROOMB1-05JANITOR / ELECTRICAL / MECHANICALB1-018' - 5"9' - 4"9' - 10"CLEAR13' - 1"1' - 6"8' - 10"9' - 10"4' - 1"19' - 0"9' - 5"25' - 10"4' - 0"7' - 7 1/2"5' - 6 1/2"4' - 9 1/2"7' - 6 1/2"10' - 5"1' - 6"1' - 6"CLEAR13' - 1"6' - 4"5' - 0"5' - 0"8' - 1"1' - 0"123b45b11a8c6b22-OB-A3031123b3b245a2-OB-A713246a11a11a8c8c11a11a135b136b7a20208b8b2-OB-A7132-OB-A7135B1-04B1-02AB1-08B1-01A23333333B3B33B4' - 6"2' - 8"3' - 0 1/2"2' - 5 1/2"3' - 0"312-OB-A71389675' - 0"1' - 0"5' - 0"7' - 10"9' - 0"6b5e5e1022-OB-A72232-OB-A722232323192322-OB-A3012-OB-A713314OPH SIMOPH SIMOPH SIM2-OB-A71310112-OB-A713101113924"12"12"42"HOLD5' - 0 1/2"HOLD5' - 0 1/2"4' - 8"11' - 8"4"1' - 7"4"11' - 5"2' - 0"1' - 0"3' - 6"1' - 0"6' - 0 1/4"#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.136b5e5e7a5e7a5b5e5e5e5e5e7a5e5' - 6" CLEAR3' - 8 1/2"6' - 5"(CENTER EA STALL ON CENTERLINE OF TOILET)18' - 2" - 6 EQUAL STALLS5a6b11c131313136' - 5"(CENTER EA STALL ON CENTERLINE OF TOILET)9' - 1" - 3 EQUAL STALLS9' - 1" - 3 EQUAL SPACES22TYP.22TYP.INSTALL NEW TILE TO MATCH EXISTING.RELOCATE SINK5' - 1"12125' - 6" CLEAR3' - 9"2' - 0"EXISTING WOMENS ROOMB1-37EXISTING MENS ROOMB1-38232323231919500 West Fulton St.Sanford, Fl. 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 2:11:04 PM2-OB-A401PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED RESTROOM PLAN - OUTBOUND07-14-2017S12014 1/4" = 1'-0"1ENLARGED RESTROOM PLAN - OUTBOUNDNNORTHOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BY 1/4" = 1'-0"2ENLARGED EXISTING RESTROOM PLANS - OUTBOUNDNNORTHCONFORMED SET84
12-OB-A30112-OB-A30212-OB-A30322-OB-A30322-OB-A30412-OB-A30412-OB-A305SLOPE 1/4":12SLOPE 1/4":12SLOPE 1/4":12CANOPY BELOWSLOPE 1/4":12CANOPY BELOWEXISTING ROOFEXISTING ROOFLOW ROOF STANDING SEAM METAL ROOFING BY MBCI MODEL ULTRA DEK OR ARCHITECT APPROVED EQUAL ROOF BELOW22-OB-A301NEW 60 MIL TPO OVER 5/8" COVERBOARD OVER R-20 RIGID INSULATION OVER METAL DECKINGNEW 60 MIL TPO OVER 5/8" COVERBOARD OVER METAL DECKING22-OB-AD101ROOF SLOPE PER SLOPE OF JOIST BELOWSLOPE INSULATION TO DRAINSSLOPE INSULATION TO DRAINSROOF ACCESS LADDERROOF SLOPE PER SLOPE OF JOIST BELOWCONTINUOUS PREFINISHED ALUMINUM GUTTERPREFINISHED ALUMINUM DOWNSPOUTPREFINISHED ALUMINUM DOWNSPOUTEMERGENCY OVERFLOW SPOUT500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/8" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:11:26 PM2-OB-A402PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED ROOF PLAN - OUTBOUND07-14-2017S12014 1/8" = 1'-0"1ENLARGED ROOF PLAN - OUTBOUNDNNORTHOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYNEW SKYLIGHTSNEW SKYLIGHTSCONFORMED SET85
SKYLIGHTSKYLIGHT12-OB-A30712-OB-A306NEW 60 MIL TPO MEMBRANE OVER 5/8" COVER BOARD OVER SLOPED INSULATION -SLOPE TO DRAINNEW 60 MIL TPO MEMBRANE OVER 5/8" COVER BOARD OVER SLOPED INSULATION -SLOPE TO DRAINSTANDING SEAM METAL ROOFING BY PAC CLAD MODEL TITE LOCNEW SUNSHADES BY KAWNEER - REFER TO ELEVATION FOR LOCATIONS21-BC3-A105OPEN TO BELOWOPEN TO BELOW1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"REMOVE EXISTING FLASHING CLEAN AND REPAIR EXISTING SURFACE AND INSTALL NEW PREFINISHED ALUMINUM FLASHING TOP OF PARAPET18'-0"BOTTOM OF PARAPET13'-10"TOP OF PARAPET18'-0"BOTTOM OF PARAPET13'-10"NEW SCREEN WALL ON TOP OF EXISTING PASSENGER BRIDGEREPAINT EXISTING FACADE - TYPICAL22-OB-A103NEW PRE-FINISHED METAL SCUPPER IN EXISTING WALL -SCUPPER TO DISCHARGE ON NEW CANOPY ROOFNEW TPO ROOFING FROM PHASE 1 WORKNEW PARAPET WALL - TIE INTO EXISTING CANOPY ON BOTH SIDESNEW 60 MIL TPO MEMBRANE OVER 5/8" COVER BOARD OVER SLOPED INSULATION -SLOPE TO DRAINEXISTING CROSSWALK CANOPY500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:11:45 PM2-OB-A403PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED ROOF PLAN - CANOPY - OUTBOUND07-14-2017S12014 1/8" = 1'-0"1ENLARGED ROOF PLAN CANOPYNNORTHOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/4" = 1'-0"2SECTION AT CANOPY - OUTBOUNDREVISIONS# DATE DESCRIPTION BY 1/8" = 1'-0"3ROOF PLAN - CANOPYNNORTHCONFORMED SET86
12-OB-A305SLOPE 1/4":1'SLOPE 1/4":1'DSDSDSDS6"X6" CONTINUOUS GUTTERSTANDING SEAM METAL ROOFING BY MBCI MODEL ULTRA DEK OR ARCHITECT APPROVED EQUAL OVER CONTINUOUS PEEL AND STICK MEMBRANE OVER 5/8" COVERBOARD OVER METAL DECK OVER SLOPED BEAMS AND TRUSSES32-OB-A40412-OB-A30112-OB-A30322-OB-A303SLOPE 1/4":1'SLOPE 1/4":1'CONTINUOUS ROOF PARAPETRDRDRDRDRD22-OB-A106INSTALL ROOF CRICKETS AT ALL SKYLIGHT CURBS54' - 4"21' - 0"21' - 0"15' - 4"4' - 0"8' - 0"CLCLCLOPENPROVIDE CONTINUOUS PRE-FINISHED .032 ALUMINUM FLASHINGCURTAIN WALL MOUNTED SUN SHADES BY KAWNEER - TYPNEW 60 MIL TPO ROOF OVER 5/8" COVER BOARD OVER METAL DECK OVER SLOPED JOIST AND TRUSSESRD42-OB-A404RESLOPE ROOF TO EXISTING DRAINPITCH INSULATION 1"4 / 1'-0"METAL DECK5/8" EXTERIOR SHEATHINGCONTINUOUS PEEL AND STICK MEMBRANESTANDING SEAM METAL ROOFINGCONTINUOUS PRE-FINISHED METAL GUTTER AND DOWNSPOUTCONTINUOUS DRIP EDGEPRE-FINISHED METAL PANELS OVER METAL STUDSCONTINUOUS STEEL BEAM - REFER TO STRUCTURALSTEEL COLUMN - PAINTED -REFER TO STRUCTURALTRUSS FRAMING -REFER TO STRUCTURALSLOPED STEEL BEAM - REFER TO STRUCTURALPRE-FINISHED METAL WALL PANELMETAL STUD FRAMING AT 24" O.C.BRACE STUD FRAMING BACK TO STEEL BEAM AT 48" O.C.CONTINUOUS METAL ENDCAP FLASHINGCONTINUOUS TERMINATION BARWELDED SPLICESLOPE COPING TOWARDS THE ROOF7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER SELF FURRING METAL LATH OVER TYVEK MEMBRANE OVER 5/8" EXTERIOR SHEATHING7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER SELF FURRING METAL LATH OVER TYVEK MEMBRANE OVER 5/8" EXTERIOR DENSGLASS SHEATHING7/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER SELF FURRING METAL LATH OVER TYVEK MEMBRANE OVER 5/8" EXTERIOR SHEATHINGCONTINUOUS DRIP EDGE6" METAL STUDS AT 24" O.C.CONTINUOUS STEEL ANGLE 6" METAL STUDS AT 48" O.C.STEEL BEAM - REFER TO STRUCTURALSTEEL COLUMN - REFER TO STRUCTURALCONTINUOUS DRIP EDGEWRAP TPO MEMBRANE OVER PARAPET - TYPICALPROVIDE CONTINUOUS METAL STUD BLOCKING AT TERMINATION BARATTACH METAL STUDS TO CONTINUOUS STEEL ANGLE WITH (2) PAFS AT EACH VERTICAL STUDCONTINUOUS METAL STUD TRACK CONTINUOUS METAL STUD TRACK PAINT ALL EXPOSED SURFACES - TYPICAL1" STUCCO REVEAL - TOP OF COLUMN, SMOOTH FINISHTOP OF PARAPET20'-0"BOTTOM OF CANOPY13'-10"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.rvt7/17/2017 2:12:08 PM2-OB-A404PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED ROOF PLAN - CANOPY - OUTBOUND07-14-2017S12014 1/8" = 1'-0"1ENLARGED ROOF PLAN - BAGGAGE CANOPY 1/8" = 1'-0"2ENLARGED ROOF PLAN - DROP OFF CANOPYOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHREVISIONS# DATE DESCRIPTION BY 1 1/2" = 1'-0"3SECTION AT BAGGAGE CANOPY 1" = 1'-0"4SECTION AT WEST TERMINAL CANOPYCONFORMED SET87
ELEVATOR 3B1-48ELEVATOR 4B1-492-OB-A4051EXISTING JANITORB1-42EXISTING ITB1-41EXISTING ELECTRICALB1-39CORRIDORB1-31SECURITY SCREENINGB1-26BREAK ROOMB1-27EXISTING MENS ROOMB1-38EXISTING ITB1-44STORAGEB1-4713' - 7"NEW ELEVATOREXISTING ESCALATOR AND STAIRSEXISTING ELEVATOREXISTING ELEVATOR ROOMB1-43NEW SIGNAGE ABOVE10' - 3"STRAIGHT WALL SECTION11' - 4"11-NIE-A30121-NIE-A3019' - 9"24' - 0"NEW ELEVATOREXISTING ELEVATORNEW SIGNAGE BAND - REFER TO WAYFINDING FOR ELEVATION SIGNAGE AND STRUCTURAL FOR SIGN CONSTRUCTION20' - 7"1-NIE-A702221-NIE-A301500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:12:34 PM2-OB-A405PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED PLAN AND INTERIOR ELEVATION-ELEVATORS - OUTBOUND07-14-2017S12014 1/4" = 1'-0"2ENLARGED PLAN - OUTBOUND ELEVATORS 1/4" = 1'-0"1INTERIOR ELEVATION - OUTBOUND ELEVATORSORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET88
11-NIE-A3014' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"3' - 10"MATCHLINE48 MONITORLIGHTING FIXTURE. REFER T ELECTRICAL, TYP.LIBRETTO CEILING SYSTEM WITH 1/4" ROUND PERFORATION THROUGHOUT. PROVIDE SILVER SATIN 002 FINISH WITH 6" PERIMETER PROFILE EDGE AND WHITE ACOUSTIBOND.GYP BOARD CEILING ABOVE/22-OB-A40612-OB-A30112-OB-A30242-OB-A4066' - 9"3' - 7"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"6' - 11"4' - 11"4' - 11"4' - 11"4' - 11"4' - 10"MATCHLINE48 MONITORLIGHTING FIXTURE. REFER T ELECTRICAL, TYP.LIBRETTO CEILING SYSTEM WITH 1/4" ROUND PERFORATION THROUGHOUT. PROVIDE SILVER SATIN 002 FINISH WITH 6" PERIMETER PROFILE EDGE AND WHITE ACOUSTIBOND.GYP BOARD CEILING ABOVETYPICAL/32-OB-A406MATCHLINE2-OB-A40622-OB-A4063LEVEL 213' - 6"BJBE19' - 8"2"6"1' - 0"7' - 1"2' - 6"LIGHT FIXTURE REFER TO ELECTRICALPROVIDE NEW FRAMING TO MATCH EXISTING. COORDINATE WITH STRUCTURALSTRUCTURAL SUPPORT BACK TO STRUCTURE ABOVEBRUSHED STAINLESS STEEL SHEET METAL AT 2'-0" O.C.. ON 3/4" PLYWOOD ON 3 5/8" METAL STUDS 12' - 7"T.O. INTERIOR ROOF2" CONTINUOUS S.S. TRIM BANDCONTINUOUS S.S. 12" FASCIA MOUNTED TRIM BAND500 West Fulton St.Sanford, Fl. 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 2:13:37 PM2-OB-A406PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED CEILING PLAN @ TICKETING -OUTBOUND07-14-2017S12014REVISIONS# DATE DESCRIPTION BY 1/4" = 1'-0"3REFLECTED CEILING ENLARGED PLAN @ TICKETING CONTINUED 1/4" = 1'-0"2REFLECTED CEILING ENLARGED PLAN @ TICKETING 1/8" = 1'-0"1REFLECTED CEILING PLAN - TICKET COUNTER 1/2" = 1'-0"4SECTION @ TICKETING CEILINGOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDCONFORMED SET89
12-OB-A30112-OB-A30211"5 EQUAL SPACES = 8' - 0" TYP.11"EXISTING STRUCTURAL SUPPORT7/8" HAT CHANNELS. TYP.NEW STRUCTURAL SUPPORT TO MATCH EXISTING/22-OB-A407MATCHLINE13' - 4"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"11-NIE-A30121-NIE-A301MATCHLINE/12-OB-A40710' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 7"1' - 0"5 EQUAL SPACES = 8' - 0" TYP.1' - 0"EXISTING STRUCTURAL SUPPORT7/8" HAT CHANNELS. TYP.NEW STRUCTURAL SUPPORT TO MATCH EXISTING500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:13:55 PM2-OB-A407PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAENLARGED CEILING FRAMING PLAN @ TICKETING- OUTBOUND07-14-2017S12014 1/4" = 1'-0"1TICKETING SOFFIT FRAMING PLAN 1/4" = 1'-0"2TICKETING SOFFIT FRAMING PLANOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET90
UNKENTRANCEJANITOR / ELECTRICAL / MECHANICALB1-01FAMILY RESTROOMB1-04WOMENS ROOMB1-05MENS ROOMB1-06NEW TICKETING AREAB1-07EXISTING JANITORB1-42EXISTING ITB1-44EXISTING ELECTRICALB1-39EXISTING ITB1-41ELEVATOR 4B1-49BAG RUNWAYB1-03CORRIDORB1-09BAGGAGE ENCLOSUREB1-08CANOPY 2B1-59B1-01AB1-01B1-02AB1-04EXISTING TICKETINGB1-10B1-10CORRIDORB1-16ABAGGAGE MAKE UP AREAB1-02EXISTING ITB1-52EXISTING ELECTRICALB1-19EXISTING MECHANICALB1-36EXISTING WOMENS ROOMB1-37EXISTING MENS ROOMB1-38EXISTING ELEVATOR ROOMB1-43STORAGEB1-17BCORRIDORB1-31FAMILY RESTROOMB1-46ELEVATOR 3B1-48CANOPY 1B1-58CANOPY 3B1-60B1-08B1-07EXISTING DOOR TO REMAINEXISTING DOOR TO REMAINENTRANCEENTRANCEENTRANCENEW AUTOMATIC SLIDING DOOR ENTRANCENEW AUTOMATIC SLIDING DOOR ENTRANCEOPEN OFFICE AREAB1-18OFFICEB1-28BREAK ROOMB1-27SECURITY SCREENINGB1-26EXISTING ELECTRICALB1-53EXISTING FIRE RISER ROOMB1-17AB1-02BB1-08BB1-08AB1-02B1-03B1-31NEW EXTERIOR RATED DRAFT CURTAINWALL 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.rvt10/2/2017 9:32:00 AM2-OB-A601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR SCHEDULE AND KEY PLAN - OUTBOUND07-14-2017S12014 1/16" = 1'-0"1KEYPLAN - OUTBOUNDNNORTHOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDDOOR SCHEDULE - OUTBOUNDSAA #CARDREADERDoor #Room NameDoor SizeDoorLabelDetailsFrameHardwareSetCommentsselectionWidth Height Thickness Door Material Door FinishHead Jamb Threshold MaterialFinishNO B1-01 JANITOR / ELECTRICAL /MECHANICAL6' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINT MECHANICALROOM8/2-OB-A602 9/2-OB-A602HOLLOW METAL PAINT1NO B1-01A JANITOR / ELECTRICAL /MECHANICAL3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT ELECTRICALROOM8/2-OB-A602 9/2-OB-A602HOLLOW METAL PAINT1YES B1-02 BAGGAGE MAKE UP AREA 6' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY1/2-OB-A602 2/2-OB-A602 3/2-OB-A602 HOLLOW METAL PAINT6 1 PANEL 3'-0" X 7'-0" AND 1 PANEL 5'-0" X 7'-0"YES B1-02A BAGGAGE MAKE UP AREA 3' - 0" 7' - 0" 1 3/4" HOLLOW METALPAINT AUTHORIZEDPERSONNELONLY8/2-OB-A602 9/2-OB-A602HOLLOW METAL PAINT13YES B1-02B BAGGAGE MAKE UP AREA 5' - 0" 4' - 6" 1 3/4" STEELPREFINISHED10/2-OB-A60211/2-OB-A602STEELPREFINISHED 5 ROLL UP DOOR - BY BAGGAGE BELT SUPPLIER- INSTALL DRAFT CURTAINYES B1-03 BAG RUNWAY3' - 0" 7' - 0" 1 3/4"HOLLOW METALPAINT1/2-OB-A602 2/2-OB-A6021NO B1-04 FAMILY RESTROOM3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN FAMILYRESTROOM8/2-OB-A602 9/2-OB-A602HOLLOW METAL PAINT6NO B1-07 NEW TICKET AREA16' - 0" 7' - 0"1 1/2" ALUMINUMPREFINISHED5/2-OB-A602 6/2-OB-A602 7/2-OB-A602 ALUMINUM PREFINISHED 4NO B1-08 BAGGAGE MAKE UP AREA 3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN AUTHORIZEDPERSONNELONLY8/2-OB-A602 9/2-OB-A602HOLLOW METAL PAINT1YES B1-08A BAGGAGE MAKE UP AREA 5' - 0" 4' - 6" 1 3/4" STEELPREFINISHED12/-2-OB-A60213/2-OB-A602STEELPREFINISHED 5 ROLL UP DOOR - BY BAGGAGE BELT SUPPLIER- INSTALL DRAFT CURTAINYES B1-08B BAGGAGE MAKE UP AREA 5' - 0" 4' - 6" 1 3/4" STEELPREFINISHED12/-2-OB-A60213/2-OB-A602STEELPREFINISHED 5 ROLL UP DOOR - BY BAGGAGE BELT SUPPLIER- INSTALL DRAFT CURTAINNO B1-10 EXISTING TICKETING12' - 4" 6' - 10 3/4" 1 1/2" ALUMINUMPREFINISHED5/2-OB-A6026/2-OB-A602 7/2-OB-A602 ALUMINUM PREFINISHED 4NO B1-31 ELEVATOR ROOM3' - 0" 7' - 0" 1 3/4" SOLID WOOD CORESTAIN AUTHORIZEDPERSONNELONLY3/1-NEE-A1014/1-NEE-A101HOLLOW METAL PAINT1GENERAL NOTE: IF DOOR DOES NOT HAVE A CARD READER THEN IT WILL REQUIRE A LOCK AND KEY. KEYING WILL REQUIRE COORDINATION WITH S.A.A.REVISIONS# DATEDESCRIPTIONBY4 09-08-2017 ADDENDUM 46 09-28-2017 ADDENDUM 66CONFORMED SET91
7' - 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"2"3' - 0"2"3' - 4"12X24 ONE WAY SITE VISION GLASS2' - 0"6"6"1' - 0"SEALANT, BOTH SIDESHOLLOW METAL DOOR1 1/2" RIGID INSULATION5/8" GYPSUM BOARDLINTEL WITH HORIZONTAL REINFORCEMENT5/8" 3 COAT MEDIUM SAND FINISH STUCCO2X4 WOOD BLOCKING4" HOLLOW METAL FRAME7'-4" A.F.F.5/8" 3 COAT MEDIUM SAND FINISH STUCCOHOLLOW METAL DOORAND 2" FRAMECONCRETE GROUT WITH VERTICAL REINFORCEMENT5/8" GYPSUM BOARD OVER 1 1/2" RIGID INSULATIONSEALANT, BOTH SIDESMASONRY ANCHORDOORHOLLOW METAL DOORFRAMEFLOOR FINISH PER SCHEDULEMETAL THRESHOLD SET IN FULLBET OF MASTICEXTERIORPORCELAIN TILE@ LOBBY3/8" PREFORMEDISOLATION JOINTALUM. THRESHOLD RE: TO HARDWARESCHEDULEAPPLIED SWEEPALUM. JAMBBEYOND3'X7' DBL DRS WITH IMPACT GLASS; GRAY TINT10"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"(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"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 TYPESPUBLIC SIDESECURITY SIDELINTEL - REFER TO STRUCTURAL FLAME BAFFLEPROTECTIVE STEEL HOOD4" CONTINUOUS STAINLESS STEEL TRIM PIECE AROUND OPENINGCONTINUOUS SEALANTPAINT5/8" THICK (3) COAT SMOOTH FINISH STUCCO - PAINTEDSTAINLESS STEEL METAL TRIMCONTINUOUS SEALANTEXTERIORINTERIORROLL UP DOOR - VERIFY WITH BAGGAGE BELT SHOP DRAWINGS FOR CLEARENCE NEEDED. ADJUST JAMB ANGLE AS NECESSARY REINFORCED CMU FILLED CELL REFER TO STRUCTURALPAINT5/8" THICK (3) COAT SMOOTH FINISH STUCCO OVER REINFORCED CMU - PAINTED14 GA. DOUBLE METAL STUD JAMBSTAINLESS STEEL METAL TRIM5/8" GWB - PAINTED5/8" GYPSUM WALL BOARD - PAINTEDMETAL 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 - PAINTED5/8" GYPSUM WALL BOARD -PAINTEDPUBLIC SIDESECURITY SIDEMETAL STUD WALL FLAME BAFFLEPROTECTIVE STEEL HOODSTAINLESS STEEL TRIM PIECE12GA. METAL STUD WALL HEADERCONTINUOUS SEALANTBATT INSULATION5/8" 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:Drawn by: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.rvt10/2/2017 10:32:35 AM2-OB-A602PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDADOOR DETAILS AND ELEVATIONS - OUTBOUND07-14-2017S12014 1/2" = 1'-0"4DOOR ELEVATIONS 3" = 1'-0"1EXTERIOR HM DOOR HEAD 3" = 1'-0"2EXTERIOR H/M DOOR JAMB 3" = 1'-0"3THRESHOLD DETAIL 3" = 1'-0"7ALUMINUM DOOR THRESHOLD 3" = 1'-0"6ALUMINUM ENTRY DOOR JAMB 3" = 1'-0"5ALUMINUM ENTRY DOOR HEAD 3" = 1'-0"8INTERIOR DOOR HEAD 3" = 1'-0"9INTERIOR DOOR JAMBOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATEDESCRIPTIONBY6 09-28-2017 ADDENDUM 6 3" = 1'-0"12CURB SIDE ROLL UP DOOR HEAD 3" = 1'-0"13CURB SIDE ROLL UP DOOR JAMB 3" = 1'-0"11ROLL UP DOOR JAMB 3" = 1'-0"10ROLL UP DOOR HEAD692CONFORMED SET
10' - 0"24' - 6"25' - 10"7' - 6"13' - 2"14' - 10"22' - 0"22' - 0"14' - 0"14' - 0"14' - 0"13' - 2"7' - 6"25' - 10"24' - 6"45678910101111118765WINDOW SUNSHADEWINDOW SUNSHADEWINDOW SUNSHADE12' - 0"10' - 0"5' - 0"5' - 0"WINDOW TYPE 44' - 0"4' - 0"4' - 0"WINDOW TYPE 512' - 0"24' - 6"4' - 10 3/4"4' - 10 3/4"4' - 10 3/4"4' - 10 3/4"4' - 10 3/4"4' - 0"4' - 0"4' - 0"WINDOW TYPE 612' - 0"4' - 0"4' - 0"4' - 0"25' - 10"4' - 3 5/8"4' - 3 5/8"4' - 3 5/8"4' - 3 5/8"4' - 3 5/8"4' - 3 5/8"WINDOW TYPE 712' - 0"4' - 0"4' - 0"4' - 0"7' - 6"3' - 9"3' - 9"4' - 0"4' - 0"4' - 0"12' - 0"4' - 4 5/8"4' - 4 5/8"4' - 4 5/8"13' - 2"WINDOW TYPE 84' - 0"4' - 0"4' - 0"12' - 0"14' - 10"WINDOW TYPE 94' - 11 3/8"4' - 11 3/8"4' - 11 3/8"WINDOW TYPE 1012' - 0"4' - 0"4' - 0"4' - 0"4' - 4 3/4"4' - 4 3/4"4' - 4 3/4"4' - 4 3/4"4' - 4 3/4"22' - 0"WINDOW TYPE 114' - 0"4' - 0"4' - 0"12' - 0"14' - 0"4' - 8"4' - 8"4' - 8"HOLLOW METAL FRAME OR SIMILARSEALANT - BOTH SIDES2X8 CONTINUOUS WOOD BLOCKING5 1/2"5/8" GYPSUM WALL BOARD - PAINTEDCORNER J-BEADDOUBLE STUD HEADER7/8" THICK 3 COAT SMOOTH FINISH STUCCO - PAINTEDWINDOW GLAZINGHSS 6X6X1/4 STEEL TUBE - REFER TO STRUCTURALR-20 BATT INSULATION5/8 DENSGLASS GOLD EXTERIOR SHEATHINGSELF-FURRED, DIAMOND MESH GALVANIZED METAL LATH PAPER BACKED 2.5 LBS/SQ. YARD OVER TYVEK BUILDING WRAP FINISH INFORMATION.METAL FRAMESILL TOP TRIM PIECE5/8" GYPSUM WALL BOARD - PAINTEDTHROUGH WALL ALUMINUM WALL CAPMETAL SUB STILL2X6 WOOD BLOCKING7/8" THICK 3 COAT SMOOTH FINISH STUCCO - PAINTEDWINDOW GLAZING6" 20 GAUGE METAL STUDS @ 16" O.C.R-13 BATT INSULATION5/8 DENSGLASS GOLD EXTERIOR SHEATHING SELF-FURRED, DIAMOND MESH GALVANIZED METAL LATH PAPER BACKED 2.5 LBS/SQ. YARD OVER TYVEK BUILDING WRAP FINISH INFORMATION.TOP OF STEEL21'-0"HSS 6X6X1/4 STEEL TUBE - REFER TO STRUCTURAL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:16:40 PM2-OB-A603PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAHIGH WINDOW SCHEDULE AND KEY PLAN -OUTBOUND07-14-2017S12014REVISIONS# DATE DESCRIPTION BY 1/16" = 1'-0"1WINDOW SCHEDULE KEY PLAN - OUTBOUNDOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUND 1/4" = 1'-0"2WINDOW ELEVATIONS 3" = 1'-0"3WINDOW HEAD AND JAMB DETAIL 3" = 1'-0"10WINDOW SILL DETAILCURTAIN WALL GENERAL NOTES:1. USE KAWNEER "1600" SYSTEM 1 CURTAIN WALL SUNSHADES WITH 36" WEDGE VERSOLEIL OUTRIGGER BLADES OR ARCHITECT APPROVED EQUAL2. ALL CURTAIN WALL GLAZING WITH HAVE A WINDOW FILM ADDED TO IT. REFER TO SPECIFICATIONS.3. REFER TO SPECIFICATIONS FOR CURTAIN WALL DESIGNCONFORMED SET93
NEW TICKETING AREAB1-07EXISTING TICKETINGB1-10MENS ROOMB1-06WOMENS ROOMB1-05JANITOR / ELECTRICAL / MECHANICALB1-01BAGGAGE MAKE UP AREAB1-02FAMILY RESTROOMB1-04CORRIDORB1-09DISPLAY CASES REFER TO ARCHITECTURAL ELEVATION DRAWINGSBAGGAGE ENCLOSUREB1-081' - 8"1' - 5 1/2"START POINT FOR RESTROOM TILER 1 8' - 6 "
R 1 6 ' - 0 "17' - 3 1/2"4' - 0"R 1 8 ' - 1 0 1 /2 "
R 1 8 ' - 5 3 /8 "4' - 4 1/2"6' - 4 1/2"5' - 10"4' - 2 1/2"224' - 7 1/2"5' - 9"8' - 0"33' - 1"4' - 6 1/2"13' - 11 1/2"R 15' - 1 1/2"3' - 7"2' - 7"2' - 6"3' - 7"6' - 4"13' - 10"8' - 2"4' - 3"5' - 8"6' - 1"10' - 4"5' - 8"3' - 9"EQEQ10' - 3"4' - 10"FINISH LEGENDCARPETCARPET ACCENTCARPET ACCENTVCTTILE FLOORINGTERRAZZO TILETERRAZZO TILE ACCENTTERRAZZO TILE ACCENTCHILDREN PLAY AREAFLOORINGSEALED CONCRETERECESSED WALK-OFF MATMILLWORK(NOTE: NOT ALL FINISHES SHOWN ON THIS SHEET)GENERAL NOTES1. REFER TO ELEVATIONS FOR LOCATION OF ADDITIONAL WALL SURFACE FINISH.2. REFER TO CEILING PLANS FOR CEILING FINISH LOCATION.3. REFER TO GENERAL SHEET G-106 FOR FINISHES.4. ALL FLOOR FINISHES EXTEND TO ADJACENT WALLFLOOR TILE INSTALLATION NOTES1. ALL CONCRETE FLOORS MUST BE TESTED FOR MOISTURE AND PH PRIOR TO INSTALLATION.2. REFER TO SPECIFICATIONS FOR MOISTURE AND PH LEVEL TOLERANCES.3. SUBSTRATE MUST BE FLAT WITHIN THE EQUIVALENT OF 1/8" IN 10'-0".4. SUBSTRATE MUST BE FREE OF ADHESIVE, SEALERS, PAINT, COATINGS, FINISHES, DIRT, FILM FORMING CURING COMPOUNDS, OR OTHER SUBSTANCES THAT MAY AFFECT THE ADHESION OF THE FLOORING.5. DO NOT INSTALL FLOOR TILE BEFORE ALL OTHER TRADES ARE FINISHED.6. ALL MATERIALS MUST BE ON SITE IN THE ROOM WHERE THEY WILL BE INSTALLED 48 HOURS BEFORE INSTALLATION. TILE MUST BE STORED BEHIND TEMPORARY CONSTRUCTION WALL.7. CLOSE SPACES TO TRAFFIC 12 HOURS BEFORE INSTALLATION AND 24 HOURS AFTER INSTALLATION IS COMPLETE.5. PAINT ALL JOIST AND EXPOSED SURFACES ABOVE WITH DRY FALL PAINT500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by: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 2:17:53 PM2-OB-A701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN AND SCHEDULE - OUTBOUND07-14-2017S12014OUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUND 3/32" = 1'-0"1FINISH PLAN - OUTBOUNDNNORTHREVISIONS# DATE DESCRIPTION BYFINISH SCHEDULE - TERMINAL "B"RM. NO. ROOM NAME Area FLOOR BASEWALL FINISHESCEILINGNOTESNorthFinishEast FinishSouthFinishWest FinishB1-01 JANITOR / ELECTRICAL /MECHANICAL763 SFSEALEDCONCRETEVINYL PAINT PAINT PAINT PAINTEXPOSEDB1-02 BAGGAGE MAKE UP AREA 2959 SF SEALEDCONCRETEVINYL PAINT PAINT PAINT PAINTEXPOSEDB1-03 BAG RUNWAY609 SFSEALEDCONCRETEN/AEXPOSED NOT SHOWN ON FINISH PLANB1-04 FAMILY RESTROOM70 SF PORCELAIN TILE TILE TILE TILE TILE TILEPAINTB1-05 WOMENS ROOM265 SF PORCELAIN TILE TILE TILE TILETILE TILEPAINTB1-06 MENS ROOM249 SF PORCELAIN TILE TILE TILETILE TILE TILEPAINTB1-07 NEW TICKETING AREA 21390 SF CARPET/FRITZ TILE VINYL PAINT PAINT PAINT PAINTMETALSOFFITS/PANELSPAINT ALL EXPOSED STEEL AND SURFACES ABOVE WITH DRY FALL PAINTB1-08 BAGGAGE ENCLOSURE 302 SFSEALEDCONCRETEVINYL PAINT PAINT PAINT PAINTEXPOSEDB1-09 CORRIDOR301 SF PORCELAIN TILETILE PAINT PAINT PAINT PAINTPAINTB1-10 EXISTING TICKETINGNotEnclosedEXISTINGCARPET/FRITZ TILEEXISTING PAINT PAINT PAINT PAINTEXISTINGCOLUMNS TO RECEIVE MARLITE SYSTEM AND PAINT TO 10'-0" AFF. REFER TO DETAILS 6 AND 7 ON SHEET G116 FOR SIMILAR CONDITION. REVEALS TO MATCH REVEAL CONFIGURATION IN ELEVATOR LOBBY WALL SYSTEM. PROVIDE BOX EXTENSIONS FOR ALL ELECTRICAL AND COMMUNICATIONS OUTLETS AS NECESSARY, REFER TO MEP DRAWINGS.KEYED NOTE1111111CONFORMED SET94
+/- 27'-0"R 3 3 ' - 7 1 /4 "R 30' - 2 3/8"R 29' - 6"65' - 9 1/4"10' - 1"14' - 2"25' - 4 1/2"2' - 2 1/2"2' - 9 1/2"40' - 5"4' - 7 1/2"16' - 2 1/2"4' - 7"5' - 4"9' - 11 1/2"18' - 10 1/2"14' - 8"6' - 4"5' - 5"10' - 4 1/2"4' - 0"4' - 6 1/2"38' - 4"11' - 9"EXISTING FLOOR TO REMAINR 40' - 4 3/8"41' - 8"38' - 0"5' - 11"2' - 2"13' - 1"13' - 5"13' - 1"2' - 3"13' - 3"R 25' - 3"EQEQ8' - 10"22-OB-A103FINISH LEGENDCARPETCARPET ACCENTCARPET ACCENTVCTTILE FLOORINGTERRAZZO TILETERRAZZO TILE ACCENTTERRAZZO TILE ACCENTCHILDREN PLAY AREAFLOORINGSEALED CONCRETERECESSED WALK-OFF MATMILLWORK(NOTE: NOT ALL FINISHES SHOWN ON THIS SHEET)GENERAL NOTES1. REFER TO ELEVATIONS FOR LOCATION OF ADDITIONAL WALL SURFACE FINISH.2. REFER TO CEILING PLANS FOR CEILING FINISH LOCATION.3. REFER TO GENERAL SHEET G-106 FOR FINISHES.4. ALL FLOOR FINISHES EXTEND TO ADJACENT WALLFLOOR TILE INSTALLATION NOTES1. ALL CONCRETE FLOORS MUST BE TESTED FOR MOISTURE AND PH PRIOR TO INSTALLATION.2. REFER TO SPECIFICATIONS FOR MOISTURE AND PH LEVEL TOLERANCES.3. SUBSTRATE MUST BE FLAT WITHIN THE EQUIVALENT OF 1/8" IN 10'-0".4. SUBSTRATE MUST BE FREE OF ADHESIVE, SEALERS, PAINT, COATINGS, FINISHES, DIRT, FILM FORMING CURING COMPOUNDS, OR OTHER SUBSTANCES THAT MAY AFFECT THE ADHESION OF THE FLOORING.5. DO NOT INSTALL FLOOR TILE BEFORE ALL OTHER TRADES ARE FINISHED.6. ALL MATERIALS MUST BE ON SITE IN THE ROOM WHERE THEY WILL BE INSTALLED 48 HOURS BEFORE INSTALLATION. TILE MUST BE STORED BEHIND TEMPORARY CONSTRUCTION WALL.7. CLOSE SPACES TO TRAFFIC 12 HOURS BEFORE INSTALLATION AND 24 HOURS AFTER INSTALLATION IS COMPLETE.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 2:18:36 PM2-OB-A702PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN - OUTBOUND CONT'D07-14-2017S12014 3/32" = 1'-0"1FINISH PLAN - TERMINAL ADDITION WEST 1ST FLOOROUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYNNORTHPROVIDE NEW CARPET THIS AREA. EXTEND CARPET FROM NEW TERRAZZO TILED FLOOR TO EXISTING TILE FLOORINGKEYED NOTE1111NOTE: 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.COLUMNS TO RECEIVE MARLITE SYSTEM AND PAINT TO 10'-0" AFF. REFER TO DETAILS 6 AND 7 ON SHEET G116 FOR SIMILAR CONDITION. REVEALS TO MATCH REVEAL CONFIGURATION IN ELEVATOR LOBBY WALL SYSTEM. PROVIDE BOX EXTENSIONS FOR ALL ELECTRICAL AND COMMUNICATIONS OUTLETS AS NECESSARY, REFER TO MEP DRAWINGS.CONFORMED SET95
OPEN TO BELOW22-OB-A30122-OB-A10622-OB-AD101FINISH LEGENDCARPETCARPET ACCENTCARPET ACCENTVCTTILE FLOORINGTERRAZZO TILETERRAZZO TILE ACCENTTERRAZZO TILE ACCENTCHILDREN PLAY AREAFLOORINGSEALED CONCRETERECESSED WALK-OFF MATMILLWORK(NOTE: NOT ALL FINISHES SHOWN ON THIS SHEET)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 2:18:58 PM2-OB-A703PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFINISH PLAN -OUTBOUND - 2ND FLOOR07-14-2017S12014 1/8" = 1'-0"1FINISH PLAN - TERMINAL ADDITION WESTOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDCANOPY OVER TICKETING COUNTERS BELOWREVISIONS# DATE DESCRIPTION BYCONFORMED SET96
FLOOR LINE0"LEVEL 213' - 6"12-OB-A301EBEB1812-OB-A3021' - 0"6"8' - 0"14' - 10"MEZZANINETYP.EQTYP.EQ9' - 10"9' - 10"9' - 10"9' - 10"9' - 10"9' - 10"9' - 10"5' - 3"3' - 11"2' - 10"2' - 8"2-OB-A7232TYP.WALL SCONCE. REFER TO ELECTRICAL LIGHTING PLANS TYPICAL42-OB-A406/22-OB-A712MATCHLINENEW FID's-FLIGHT INFORMATION DISPLAY, TYP.- SUPPLIED AND INSTALLED BY G.C. - REFER TO SHEET 2-TN102LIBRETTO CEILING ELEMENT. REFER TO REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATIONEXISTING STRUCTURAL TUBE STEEL ELEMENT COVERED WITH NEW METAL ROOF SYSTEM AND GYP BD CEILING BELOW.EXISTING SUSPENSION TO CEILING ABOVENEW PAINT ON ALL EXPOSED GYP. BOARD SURFACES24' - 0"ACT CEILINGNEW CURVED CEILING ELEMENT. REFER TO REFLECTED CEILING PLANSEQEQEQEQEQEQEQEQEQEQ15' - 8"15' - 0"15' - 0"14' - 10"14' - 10"NEW CURTAIN WALLNEW TICKET COUNTERSNEW SCALESFLOOR LINE0"BACK WALL OF CASE TO BE SLATWALL WITH PHOTO IMAGE GRAPHIC AS BACKGROUND TO MUSEUM PIECES(PHOTOGRAPHY TBD). SHELVING TO BE CLEAR TEMPERED GLASS WITH SLATWALL SHELVING SYSTEM.2-OB-A722122-OB-A72232-OB-A72242-OB-A72222-OB-A72122-OB-A30114' - 10"9' - 8"OPEN TO BEYONDTYP.PAIR OF SLIDING GLASS DOORS. PROVIDE CENTER LOCKING SYSTEM, TYP. OF 4 SETS.MARLITE PANEL SYSTEMBRUSHED STAINLESS STEEL BASEMEZZANINE5'-0" O.C. TYPICALNEW 75" FLAT SCREEN T.V. -SUPPLY WITH CONTINUOUS LOOP OF HISTORICAL IMAGES / VIDEOS AND HISTORY OF NASA SANFORD. TV , TV POWER AND DATA TO BE SUPPLIED AND INSTALLED BY G.C.. CRIMINATE WITH ARCHITECT AND S.A.A.RAISED - WALL MOUNTED LETTERING500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/4" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:19:27 PM2-OB-A711PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - OUTBOUND07-14-2017S12014 1/4" = 1'-0"1INTERIOR ELEVATION - TICKET COUNTERS 1/4" = 1'-0"2INTERIOR ELEVATIONS - MEMORIAL WALLOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCABLE RAILINGREFER TO WAYFINDING DRAWINGS FOR ALL SIGNAGECONFORMED SET97
FLOOR LINE0"LEVEL 213' - 6"B16B15B142-OB-A7232TYP.2-OB-A7232TYP. SIM7' - 0"2' - 10"7' - 0"2' - 10"7' - 0"2' - 10"7' - 0"2' - 10"7' - 0"2' - 10"7' - 0"2' - 10"7' - 0"2' - 10"7' - 0"2' - 10"7' - 0"2' - 10"4' - 9"4' - 8"1' - 5"2' - 8"1' - 0"1' - 0"6"8' - 0"/22-OB-A712MATCHLINENEW FID's-FLIGHT INFORMATION DISPLAY, TYP. - SUPPLIED AND INSTALLED BY G.C. -REFER TO SHEET 2-TN102 (20 NEW DISPLAYS TOTAL)LIBRETTO CEILING ELEMENT. REFER TO REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATIONEXISTING STRUCTURAL TUBE STEEL ELEMENT COVERED WITH NEW METAL ROOF SYSTEM AND GYP BD CEILING BELOW.42-OB-A406EXISTING SUSPENSION FROM CEILING ABOVENEW PAINT ON ALL EXPOSED GYP. BOARD SURFACESNEW CURTAIN WALL, REFER TO WINDOW SCHEDULE ON 2-OB-A602EXISTING STOREFRONT TO REMAINFLOOR LINE0"LEVEL 213' - 6"B17B19B182-OB-A7232TYP. OPH2-OB-A7232TYP. SIM4' - 9"2' - 10"7' - 0"2' - 10"7' - 1"2' - 9"7' - 0"2' - 10"7' - 0"2' - 10"1' - 5"2' - 8"1' - 0"1' - 0"6"8' - 0"/12-OB-A712MATCHLINEMATCHLINE/12-OB-A711LIBRETTO CEILING ELEMENT. REFER TO REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATIONEXISTING STRUCTURAL TUBE STEEL ELEMENT COVERED WITH NEW METAL ROOF SYSTEM AND GYP BD CEILING BELOW.42-OB-A406MARLITE COLUMN COVERTOP OF COLUMN TO BE PAINTED12' - 8 1/2"10' - 0"WALL TO BE PAINTED TO MATCH COLUMNEXISTING SUSPENSION FROM CEILING ABOVENEW PAINT ON ALL EXPOSED GYP. BOARD SURFACES24' - 0"ACT CEILINGNEW FID's-FLIGHT INFORMATION DISPLAY, TYP. - SUPPLIED AND INSTALLED BY G.C. -REFER TO SHEET 2-TN102 (20 NEW DISPLAYS TOTAL)2-OB-A7123FLOOR LINE0"LEVEL 213' - 6"B132' - 0"1' - 0"2' - 6"1' - 0"2' - 6"1' - 0"BRUSHED STAINLESS STEEL BASEPLASTIC LAMINATE MARLITE PANEL SYSTEM ON SUBSTRATEEXISTING COLUMN, PAINTPROVIDE HARDWOOD CAP TO MATCH MARLITE PANEL1/4" REVEAL TO MATCH MARLITE PANEL REVEAL500 West Fulton St.Sanford, Fl. 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 2:19:46 PM2-OB-A712PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - OUTBOUND CONTINUED07-14-2017S12014 1/4" = 1'-0"1TICKET COUNTER ELEVATION 1/4" = 1'-0"2TICKET COUNTER ELEVATION CONTINUEDREVISIONS# DATE DESCRIPTION BYOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUND 1" = 1'-0"3COLOUMN ELEVATION @ TICKETINGCONFORMED SET98
2145a11a8c8b911a1' - 5 1/2"2' - 0"1' - 0"1' - 0"1' - 0"1' - 0"2' - 0"2' - 0"1' - 8 1/2"5"10 1/2"2' - 0"1' - 0"6"6"2' - 0"2' - 0"2' - 0"2' - 0"9' - 0"1021b18a21a21b21d22T3T4T3T221a3b21d6"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 5 1/2"6"2' - 0"2' - 0"2' - 0"2' - 0"9' - 0"22T2T412411a8c21a21b8b5b447a2' - 0"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"1' - 0"2' - 0"1' - 5"6"1' - 0"1' - 0"1' - 0"1' - 0"21b21d2211a5e5e19T4T2T3T311a8b1321a9"2' - 0"2' - 0"1' - 8"OPEN TO BEYOND2' - 6"2' - 0"2' - 0"2' - 0"6"9' - 0"21d21bT3T2T4FLOOR LINE0"2145a21a3b1' - 9"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"6"21dT2T41245b6"2' - 0"2' - 0"2' - 0"2' - 6"21a1' - 0"2' - 0"2' - 0"2' - 0"10"T23b21a1' - 3"2' - 0"2' - 0"2' - 0"1' - 9"2' - 0"2' - 0"2' - 0"2' - 6"T28c11a215b41' - 9"2' - 0"2' - 0"1' - 0"1' - 0"1' - 0"3"21a21b21d6"2' - 0"2' - 0"2' - 0"2' - 6"9' - 0"T3T2T48c21a11a10"2' - 0"2' - 0"2' - 0"1' - 0"21d2' - 6"2' - 0"2' - 0"2' - 0"T2T4RESTROOM LEGEND#136" GRAB BAR242" GRAB BAR3BABY CHANGING TABLEa. SOLID SURFACE BABY CHANGING TABLE WITH INTEGRAL 4" FRONT EDGEb. STAINLESS STEEL RECESSED BABY 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. COMBINATION TOILET TISSUE DISPENSER, SANITARY NAPKIN DISPOSALd. COMBINATION TOILET TISSUE DISPENSER AND TOILET SEAT COVERe. PARTITION MOUNTED JUMBO DISPENSER6SEAT COVER DISPENSERa. SHARED PARTITION MOUNTEDb. RECESSED WALL MOUNTEDc. PARTITION SURFACE MOUNTED SINGLE7SANITARY NAPKIN DISPOSALa. SHARED PARTITION MOUNTEDb. PARTITION SURFACE MOUNTEDc. RECESSED8MIRRORa. 24" X 36" WALL MOUNTEDb. 36" 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 FAUCET12ADA 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 FOUNTAINS19PAIR OF DOOR MOUNTED COAT HOOKS20ADA RESTROOM WALL SIGNAGE21WALL TILE - REFER TO SHEET 1-LD-A704 a. FIELD TILEb. ACCENT TILEc. BULLNOSE TILEd. COVE BASE TILE 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. GENERAL NOTES22PHENOLIC PARTITIONFLOOR LINE0"21b21d6"2' - 0"2' - 0"2' - 0"2' - 0"6"T3T4FLOOR LINE0"2' - 6"2' - 0"2' - 0"2' - 0"6"21a21dWRAP TILE AROUND CORNER TO OPPOSITE SIDET3T4500 West Fulton St.Sanford, Fl. 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 2:20:22 PM2-OB-A713PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS - RESTROOMS -OUTBOUND07-14-2017S12014 1/2" = 1'-0"2TERMINAL "B" - 1ST FLOOR MEN'S RESTROOM 1/2" = 1'-0"4TERMINAL "B" - 1ST FLOOR MEN'S RESTROOM,WOMEN'S OPH SIM 1/2" = 1'-0"5TERMINAL "B" - 1ST FLOOR WOMEN'S RESTROOM 1/2" = 1'-0"3TERMINAL "B" - 1ST FLOOR MEN'SRESTROOM,WOMEN'S OPH SIM 1/2" = 1'-0"1TERMINAL "B" - 1ST FLOOR MEN'S RESTROOM 1/2" = 1'-0"6TERMINAL "B" - 1ST FLOORFAMILY RESTROOM 1/2" = 1'-0"7TERMINAL "B" - 1ST FLOORFAMILY RESTROOM 1/2" = 1'-0"9TERMINAL "B" - 1ST FLOORFAMILY RESTROOM 1/2" = 1'-0"8TERMINAL "B" - 1ST FLOORFAMILY RESTROOMREVISIONS# DATE DESCRIPTION BY 1/2" = 1'-0"10TERMINAL "B" - 1ST FLOOR MEN'SRESTROOM,WOMEN'S OPH SIM 1/2" = 1'-0"11TERMINAL "B" - 1ST FLOOR MEN'SRESTROOM,WOMEN'S OPH SIMCONFORMED SET99
3' - 3"2-OB-A71422-OB-A71442-OB-A7146872-OB-A71432-OB-A71453' - 11"18' - 6 1/2"EXISTING COUNTER TO REMAIN,REMOVE TRANSACTION CAP AND REPLACE WITH SOLID SURFACE TRANSACTION COUNTERHINGED ADA TRANSACTION COUNTER. CLEAN AND REPAIR TO LIKE NEW CONDITIONREMOVE CARPET FROM COLUMNS, TYP. REPLACE WITH NEW MARLITE WALL PANELSFLOOR LINE0"BE5BE4FLOOR LINE0"BLACK LAMINATE COUNTER AND CABINETS TO REMAIN. CLEAN AND REPAIR TO LIKE NEW CONDITIONNEW MARLITE PANEL SYSTEM, COLOR TBDNEW SOLID SURFACE COUNTER, COLOR TBDNEW SOLID SURFACE COUNTER, COLOR TBDFLOOR LINE0"KBE5BE4MARLITE PANEL SYSTEMFLOOR LINE0"VIF4' - 6"VIF1' - 6"OPEN TO BEYONDNEW MARLITE VENEER PANEL SYSTEM, COLOR TBDNEW BRUSHED STAINLESS STEEL BASENEW SOLID SURFACE TRANSACTION COUNTER, COLOR TBDNEW MARLITE VENEER PANEL SYSTEM ON SOFFIT ABOVE1' - 3"1' - 7"9' - 10" VERIFY IN FIELD4' - 11 1/2"2' - 7 1/2"7' - 6"2' - 8 1/2"11"12' - 10"MONITOR DISPLAY BY OWNER, PROVIDE CUTOUT OF PANEL SYSTEM AT EXISTING POWER MAPS AND PAMPHLET DISPLAY WITH PLEXIGLASS CURVED FRONT. PROVIDE BRUSHED STAINLESS STEEL BACK AND SIDE PANELS. PROVIDE DIVIDER PIECES TO MATCH MARLITE VENEERFLOOR LINE0"OPEN TO BEYONDNEW MARLITE VENEER PANEL SYSTEM, COLOR TBDNEW BRUSHED STAINLESS STEEL BASENEW SOLID SURFACE TRANSACTION COUNTER, COLOR TBDNEW MARLITE VENEER PANEL SYSTEM ON SOFFIT ABOVEMAPS AND PAMPHLET DISPLAY WITH PLEXIGLASS CURVED FRONT. PROVIDE BRUSHED STAINLESS STEEL BACK AND SIDE PANELS. PROVIDE DIVIDER PIECES TO MATCH MARLITE VENEERRE-LAMINATE DOOR TO MATCH MARLITE VENEERBLACK PLASTIC LAMINATE SURFACE TO REMAIN 1' - 6"4' - 6"1' - 3"1' - 7"FLOOR LINE0"FRONTCURVED2' - 8"COLUMN3' - 5"1' - 3"FRONTCURVED1' - 6"4' - 6"1' - 2 1/2"1' - 8"LINE OF COLUMN BEYONDFLOOR LINE0"FRONTCURVED5 1/2"4' - 1"2' - 8"FRONTCURVED500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E Firm 1/2" = 1'-0"C:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:20:43 PM2-OB-A714PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR ELEVATIONS AND FLOOR PLAN -OUTBOUND07-14-2017S12014REVISIONS# DATE DESCRIPTION BY 1/2" = 1'-0"1INFORMATION DESK PLAN 1/2" = 1'-0"8INTERIOR BACK ELEVATION INFORMATION DESK 1/2" = 1'-0"7INTERIOR NORTH ELEVATION INFORMATION DESK 1/2" = 1'-0"6INTERIOR FRONT ELEVATION INFORMATION DESK 1/2" = 1'-0"2FRONT ELEVATION INFORMATION DESK 1/2" = 1'-0"4BACK ELEVATION INFORMATION DESK 1/2" = 1'-0"3SOUTH ELEVATION INFORMATION DESK 1/2" = 1'-0"5NORTH ELEVATION INFORMATION DESKEXISTING MILLWORK CABINETS AND COUNTER TO REMAINNEW SOLID SURFACE COUNTER TOP. COLOR TBDPROVIDE NEW LAMINATE TO MATCH EXISTING AT INTERIOR COUNTER BACKSPLASH.ADD MARLITE SYSTEM TO BACK SIDE OF SOFFITEXTENT OF MARLITE SYSTEM THIS WALLEXTENT OF MARLITE SYSTEM THIS WALLEXISTING MILLWORK CABINETS AND COUNTER TO REMAINNEW SOLID SURFACE COUNTER TOP. COLOR TBDNEW LAMINATE TO MATCH EXISTING INTERIORADD MARLITE SYSTEM TO BACK SIDE OF SOFFITEXTENT OF MARLITE SYSTEM THIS WALLEXTENT OF MARLITE SYSTEM THIS WALLINTERIOR SIDE OF DOOR TO REMAIN BLACK LAMINATE. CLEAN HINGES AND COUNTER TO LIKE NEW CONDITIONSOUTH ELEVATION SIMILAR TO NORTH ELEVATIONCONFORMED SET100
12-OB-A30322-OB-A30412-OB-A30511"21' - 7"1' - 11"31' - 8"17' - 6 1/2"4' - 11 1/2"11"9' - 4"9' - 5"13' - 11 1/2"9' - 10"8' - 5"48' - 3 1/2"5"18' - 9"9 1/2"3' - 0"9' - 10"7' - 10"9' - 0"1' - 0"32' - 3"84' - 3 1/2"84' - 2 1/2"25' - 9"5' - 5"24' - 8 1/2"17' - 7 1/2"2' - 0"1' - 7"1' - 9 1/2"24' - 8 1/2"1' - 11"1' - 7"14' - 1"1' - 7"26' - 7"1' - 7"18' - 10"1' - 7"17' - 3"1' - 7"11' - 7"1' - 7"2' - 0"27' - 9"1' - 7"17' - 4 1/2"1' - 7"ALUMINUM CURTAIN WALL WINDOWSTEEL COLUMNREFER TO STRUCTURAL FLOOR OUTLETSREFER TO ELECTRICALNEW BAGGAGE BELTNEW SOFFITABOVENEW CHECK-IN TICKET COUNTERSCEILING HEADERABOVEALUMINUM SLIDING DOORSREFER TO DOOR SCHEDULE79' - 6"4' - 6"19' - 0"23' - 6"54' - 2"3' - 4"30' - 2"4' - 8"109' - 4 1/2"NEW TICKETING AREAB1-07BAG RUNWAYB1-03JANITOR / ELECTRICAL / MECHANICALB1-01WOMENS ROOMB1-05MENS ROOMB1-06BAGGAGE MAKE UP AREAB1-02CORRIDORB1-09CORRIDORB1-16A2-OB-A40112-OB-A71112-OB-A71122-OB-A60392-OB-A72122-OB-A7212OPH2-OB-A723122-OB-A301FAMILY RESTROOMB1-0426' - 3"13' - 8"12' - 1"2' - 4"11' - 10"23' - 6"13' - 0"27' - 2"24' - 0"24' - 1"18' - 0"EQEQ2-OB-A71310113FLOOR PLAN LEGEND:NEW WALLEXISTING WALLDOOR TAG FOR NEW DOORS1i101AFLOOR ELEVATIONWALL TYPE TAGREFER TO 1-G-A501 & 1-G-A502EBEBE322-OB-A72232-OB-A72242-OB-A7222 1/2"1' - 10"1' - 3"6 1/2"2' - 0"8' - 2" ( TYPICAL UNIT-4 REQUIRED)2' - 0"8' - 2"2' - 0"1/4" TEMPERED GLASS SLIDING DOORS, LOCKING MECHANISM AT CENTER OF DOORS. PROVIDE FINGER PULL AT BOTTOM OF GLASS.MARLITE PLASTIC LAMINATE VENEER PANELS MOUNTED WITH Z-CLIP TO SUBSTRATE.ADJUSTABLE SLATWALL SYSTEM WITH GRAPHIC APPLIED TO WALL OF SYSTEM. PROVIDE BRACKETS AND GLASS SHELVING. SIX SHELVES PER UNIT PLUSSTRUCTURAL COLUMN - REFER TO STRUCTURALSTRUCTURAL COLUMN - REFER TO STRUCTURAL500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:JOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJABLDMJABJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:•Florida•Puerto Rico•Connecticut•Maryland•TexasA Full ServiceA & E FirmAs indicatedC:\Users\lmurrah\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_lmurrah.rvt7/17/2017 2:21:08 PM2-OB-A721PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMILLWORK FLOOR PLAN - OUTBOUND07-14-2017S12014 1/8" = 1'-0"1MILLWORK FLOOR PLAN - OUTBOUNDNNORTHOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BY 3/4" = 1'-0"2DISPLAY CASE ENLARGED PLANCONFORMED SET101
FLOOR LINE0"2' - 0"2"7' - 10"2"2' - 0"1' - 6"7' - 0"1' - 2"9' - 8"22-OB-A72232-OB-A72222-OB-A721FLOOR LINE0"EBE22-OB-A721MARLITE PLASTIC LAMINATE VENEER PANELS ON Z-CLIP. COLOR TBD.1/4" NARROW SQUARE REVEALMDF HARD LID, WITH PLASTIC LAMINATE TO MATCH MARLITE VENEER 1/4" NARROW SQUARE REVEAL1/4" NARROW SQUARE REVEALBRUSHED STAINLESS STEEL BASE ON MDF BACKER BOARD, 1' - 0"EQEQ1/2"1' - 0"PLYWOOD SUBSTRATE ON METAL STUD FRAMING2' - 0 1/2"6 1/2"1' - 6 1/2"9' - 8"FLOOR LINE0"EBE22-OB-A7211/2" TEMPERED GLASS SWING DOORS, SIDE HINGE WITH LOCKING MECHANISM AT CENTER BOTTOM OF DOORS. PROVIDE FINGER PULL AT BOTTOM OF GLASS.MARLITE PLASTIC LAMINATE VENEER PANELS MOUNTED WITH Z-CLIP TO PLYWOOD SUBSTRATE.MDF HARD LID, WITH PLASTIC LAMINATE TO MATCH MARLITE VENEER PLASTIC LAMINATE BOTTOM SHELFBRUSHED STAINLESS STEEL BASE ON MDF BACKER BOARD, COLOR TBD.8' - 0"6"1' - 0"ADJUSTABLE SLATWALL SYSTEM WITH GRAPHIC APPLIED TO WALL OF SYSTEM. PROVIDE BRACKETS AND SHELVING. AMOUNTS OF SHELVING AND LENGTHS TBD.2' - 0 1/2"9' - 8"FINGER PULL BEYOND3 5/8" METAL STUD FRAMINGEXTRUDED ALUMINUM FRAMELIGHTING FIXTURE WITH UV FILTER TYP, REFER TO ELECTRICAL3 5/8" METAL STUD FRAMINGMARLITE PLASTIC LAMINATE VENEER PANELS MOUNTED WITH Z-CLIP TO PLYWOOD SUBSTRATE.1' - 10"FLOOR LINE0"EBE22-OB-A721MARLITE PLASTIC LAMINATE VENEER PANELS ON Z-CLIP. COLOR TBD.1/4" NARROW SQUARE REVEALMDF HARD LID, WITH PLASTIC LAMINATE TO MATCH MARLITE VENEER 1/4" NARROW SQUARE REVEAL1/4" NARROW SQUARE REVEALBRUSHED STAINLESS STEEL BASE ON MDF BACKER BOARD, COLOR TBD.PLYWOOD SUBSTRATE ON METAL STUD FRAMING3' - 6"4"TOP OF MEZZANINE15' - 2"CONTINUOUS 4" HIGH STEEL TOE KICK -REFER TO STRUCTURALFASCIA MOUNTED POST @ 5' - 0" O.C.CUSTOM FABRICATED STEEL POST WITH CABLE RAILING -PAINTEDTOP CABLE RAILING BY FEENEY OR APPROVED EQUALMIDDLE CABLE RAILING BY FEENEY OR APPROVED EQUALR 5' - 4"CONTINUOUS STEEL ANGLE - PAINT5/8" GYPSUM WALL BOARD OVER 6" METAL STUDSSTEEL BEAM - REFER TO STRUCTURALTOP OF RAILING18' - 8"2"1 3/4"WELD BALUSTER TO STEEL ANGLE500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by: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 2:21:27 PM2-OB-A722PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMILLWORK AND SAFETY RAILING DETAIL -DISPLAY CASES - OUTBOUND07-14-2017S12014 1/2" = 1'-0"1DISPLAY CASE ELEVATION 1 1/2" = 1'-0"2MILLWORK SECTION AT DISPLAY CABINET 1 1/2" = 1'-0"3DISPLAY CABINET SECTION 1 1/2" = 1'-0"4MILLWORK SECTIONREVISIONS# DATE DESCRIPTION BY 1 1/2" = 1'-0"5SECTION AT MEZZANINE RAILINGCONFORMED SET102
42-OB-A72362-OB-A72352-OB-A7232-OB-A7232-OB-A723231' - 8"3' - 8"1' - 8"2' - 10"1' - 8"3' - 1"4"9"2' - 6"EQ2' - 0"EQSOLID SURFACE COUNTERSOLID SURFACE TRANSACTION COUNTER2' - 2"2' - 8"2' - 2"EQ2' - 0"EQBAGGAGE SCALE 72-OB-A723FLOOR LINE0"B19B1842-OB-A72362-OB-A72352-OB-A7233' - 1"1' - 8"2' - 10"1' - 8"6"2' - 8"6"1' - 8"0"7"1' - 3"1' - 0"3' - 8"2' - 10"BRUSHED STAINLESS STEEL BASESOLID SURFACE COUNTER WITH WATERFALL EDGEPLASTIC LAMINATE TO MATCH LAMINATE AT ELEVATOR WALLSOLID SURFACE TRANSACTION COUNTER72-OB-A723FLOOR LINE0"B19B1842-OB-A72362-OB-A72352-OB-A723SOLID SURFACE TRANSACTION COUNTERSOLID SURFACE COUNTERPLASTIC LAMINATE DRAWER STORAGEPLASTIC LAMINATE SIDE PANEL72-OB-A723PLASTIC LAMINATE DOORPLASTIC LAMINATE FIXED SHELFFLOOR LINE0"MAX.4"2"2' - 7"1' - 0"3' - 8"7 3/4"5 1/4"3' - 4"7 3/4"2' - 0 1/2" MIN.SOLID SURFACE TRANSACTION COUNTERFLUSH MOUNTED STAINLESS STEEL GREEN LED WEIGHT DISPLAYSOLID SURFACE COUNTER TOP PLASTIC LAMINATE SIDE PANEL. STAINLESS STEEL BAGGAGE SCALE. REFER TO SPECIFICATIONSSTAINLESS STEEL VENEER OVER 3/4" FIRE TREATED PLYWOODFIRE TREATED BLOCKING3/4" AND 1/2" LAYERED FIRE TREATED PLYWOOD FLOOR FOR BAGGAGE SCALE. INSTALL FLOOR PER SCALE MFG. INSTRUCTIONS.2 X 6 BLOCKINGFLOOR LINE0"SOLID SURFACE TRANSACTION COUNTERPLASTIC LAMINATE BACK PANELSOLID SURFACE COUNTER TOP PLASTIC LAMINATE FRONT PANEL. PLASTIC LAMINATE DRAWER FRONTBRUSHED STAINLESS STEEL DRAWER PULLSBASE AS SCHEDULEDPLASTIC LAMINATE DIVIDER PANELSSOLID SURFACE COUNTER BEYONDPLASTIC LAMINATE SIDE PANEL BEYONDBRUSHED STAINLESS STEEL BASE1' - 0"3' - 2"6"11"6 1/4"6 1/4"6 1/4"1/2"1 1/2"FLOOR LINE0"SOLID SURFACE TRANSACTION COUNTERPLASTIC LAMINATE SIDE PANELSOLID SURFACE COUNTER TOP WITH WATERFALL EDGE FROM HIGH COUNTER TO LOW COUNTERPLASTIC LAMINATE FRONT PANEL. BLACK MELAMINE ON ALL EXPOSED SURFACES OF SHELVING UNITBASE AS SCHEDULEDPLASTIC LAMINATE DIVIDER PANELSPLASTIC LAMINATE SIDE PANEL BEYONDBRUSHED STAINLESS STEEL BASE10"7"2' - 3"1 1/2"4 1/2"4"1 1/2"1' - 3 1/4"5 1/2"6 1/4"5 1/2"2' - 10"FLOOR LINE0"SOLID SURFACE TRANSACTION COUNTERPLASTIC LAMINATE BACK PANELSOLID SURFACE COUNTER TOP PLASTIC LAMINATE FRONT PANEL. PLASTIC LAMINATE DOOR FRONTBRUSHED STAINLESS STEEL DOOR PULLSBASE AS SCHEDULEDPLASTIC LAMINATE DIVIDER PANELSPLASTIC LAMINATE SIDE PANEL BEYONDBRUSHED STAINLESS STEEL BASE1 1/2"1/2"2' - 6 1/2"5 1/2"3' - 2"1 1/2"1/8"2' - 6 3/8"1' - 0"3' - 8"BLACK MELAMINE INTERIOR500 West Fulton St.Sanford, Fl. 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 2:21:51 PM2-OB-A723PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMILLWORK AND INTERIOR ELEVATIONS -TICKETING DESK - OUTBOUND07-14-2017S12014REVISIONS# DATE DESCRIPTION BY 1/2" = 1'-0"1ENLARGED PLAN - OUTBOUND -TICKETING DESK PLAN 1/2" = 1'-0"2FRONT ELEVATION - OUTBOUND TICKETING 1/2" = 1'-0"3INTERIOR ELEVATION - OUTBOUND TICKETING 1 1/2" = 1'-0"4TICKET COUNTER SECTION @ SCALE 1 1/2" = 1'-0"5TICKET COUNTER SECTION 1 1/2" = 1'-0"6SECTION @ ADA TICKET COUNTER6" DIA. LOUVERED AIR CIRCULATION VENT 1 1/2" = 1'-0"7SECTION @ TICKET COUNTER CABINET 3/4" = 1'-0"8TICKET COUNTERCONFORMED SET103
2-OB-A7242-OB-A7242-OB-A724324BAGGAGE BELT BY OTHERS82-OB-A72492-OB-A72452-OB-A72462-OB-A7243' - 0"6"1' - 9"2' - 6"3"9"1' - 5"1' - 9"6"3' - 0"INSTALL DOOR LATCH AND LOCKINSTALL DOOR LATCH TO SECURE DOORFLOOR LINE0"BRUSHED STAINLESS STEEL BAGGAGE SCALE82-OB-A72492-OB-A724BRUSHED STAINLESS STEEL TRANSACTION COUNTERBRUSHED STAINLESS STEEL COUNTERFIXED BRUSHED STAINLESS STEEL PANELBRUSHED STAINLESS STEEL TAMBOUR DOOR WITH KEYED SECURITY LOCKREMOVABLE BRUSHED STAINLESS STEEL BASE AND LOWER SHELFBRUSHED STAINLESS STEEL DOOR WITH LOUVER AIR VENTBRUSHED STAINLESS STEEL DRAWERS KEYED SECURITY LOCKBAGGAGE TAG AND TICKETING PRINTERS BY OWNERCOMPUTER TOWER BY OWNERMONITOR BY OWNER(STORAGE POSITION SHOWN)SQUARE AXIAL FAN WITH GRILL VENT COVER ON OUTSIDE52-OB-A72462-OB-A724 DOOR FOR VIEW OF INTERIOR WORKTHIS SIDE SHOWN WITHOUT TAMBORSQUARE AXIAL FAN WITH GRILL VENT COVER ON OUTSIDEFLOOR LINE0"EBDEBEBRUSHED BRUSHED STAINLESS STEEL TRANSACTION COUNTERBRUSHED BRUSHED STAINLESS STEEL COUNTER WITH WATERFALL EDGE TREATMENTBRUSHED BRUSHED STAINLESS STEEL FINISH ON ALL EXPOSED SURFACESBAGGAGE BELT ACCESS82-OB-A72492-OB-A72452-OB-A72462-OB-A7245' - 3"2' - 10"5' - 3"10"1' - 5"1' - 5"3' - 8"FLOOR LINE0"C3AC3BBAGGAGE BELT BY OTHERSBRUSHED BRUSHED STAINLESS STEEL TRANSACTION COUNTERBRUSHED BRUSHED STAINLESS STEEL SIDE PANELBRUSHED BRUSHED STAINLESS STEEL COUNTER WITH WATERFALL EDGEBRUSHED BRUSHED STAINLESS STEEL SIDE PANELGRILL VENT COVER OVER AXIAL FAN FOR CABINET COOLING1' - 1"7"2"11"10"2' - 10"3' - 8"RETRACTABLE GATE HEIGHT OF DESK FOR OFF HOUR SECURITYFLOOR LINE0"BRUSHED BRUSHED STAINLESS STEEL TRANSACTION COUNTER BEYONDBRUSHED BRUSHED STAINLESS STEEL PANEL BEYONDBRUSHED BRUSHED STAINLESS STEEL COUNTER WITH WATERFALL FRONT EDGE REMOVABLE BRUSHED BRUSHED STAINLESS STEEL BOTTOM SHELF WITH INTEGRAL TOE KICK WITH DRIP EDGE.KEYED SECURITY LOCK SYSTEMDRIP EDGEBRUSHED BRUSHED STAINLESS STEEL TAMBOUR DOOR 2"3"2' - 5"2' - 10"8"1' - 5"1' - 5"EQUIPMENT BY OWNERTRACK BEYOND3' - 6"4X CHANNEL FRAME FOR BOTTOM SHELF SUPPORT1" THICK NEOPRENE PADSDRIP EDGER 1 "3"FLOOR LINE0"BRUSHED BRUSHED STAINLESS STEEL TRANSACTION COUNTER BEYONDBRUSHED BRUSHED STAINLESS STEEL PANEL BEYONDBRUSHED BRUSHED STAINLESS STEEL COUNTER BRUSHED BRUSHED STAINLESS STEEL BOTTOM SHELF WITH INTEGRAL TOE KICK AND DRIP EDGE.DRIP EDGEBRUSHED BRUSHED STAINLESS STEEL DRAWER WITH BRUSHED BRUSHED BRUSHED STAINLESS STEEL HARDWARE4X CHANNEL FRAME FOR BOTTOM SHELF SUPPORT6"2" DIA. GROMMET FOR WIRE MANAGEMENT1" THICK NEOPRENE PADSDRIP EDGEFLOOR LINE0"SOLID SURFACE TRANSACTION COUNTERFLUSH MOUNTED BRUSHED BRUSHED STAINLESS STEEL GREEN LED WEIGHT DISPLAYSOLID SURFACE COUNTER TOP BEYONDBRUSHED BRUSHED STAINLESS STEEL SIDE PANEL. BRUSHED BRUSHED STAINLESS STEEL BAGGAGE SCALE. REFER TO SPECIFICATIONSBRUSHED BRUSHED BRUSHED STAINLESS STEEL VENEER OVER FIRE TREATED 3/4" PLYWOOD3 X 3 TUBE STEEL MOUNTED TO CHANNEL FRAME.4X CHANNEL FRAME2' - 0"BRUSHED BRUSHED STAINLESS STEEL DOOR PANEL WITH PIANO HINGE. 5 1/4"2' - 0 1/2" MIN.1" THICK NEOPRENE PADSFLOOR LINE0"BRUSHED BRUSHED STAINLESS STEEL TRANSACTION COUNTER BRUSHED BRUSHED STAINLESS STEEL PANEL BEYONDBRUSHED BRUSHED STAINLESS STEEL COUNTER BRUSHED BRUSHED STAINLESS STEEL BOTTOM SHELF WITH INTEGRAL TOE KICK AND DRIP EDGE.DRIP EDGEBRUSHED BRUSHED STAINLESS STEEL DOOR WITH BRUSHED BRUSHED STAINLESS STEEL HARDWARE4X CHANNEL FRAME BOTTOM SHELF SUPPORT1" THICK NEOPRENE PADS6"LOUVERED AIR VENTSIDE OF DRAWER CABINETOPEN TO BEYOND500 West Fulton St.Sanford, Fl. 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 2:22:29 PM2-OB-A724PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMILLWORK AND EXTERIOR ELEVATIONS - CURBSIDE CHECK-IN - OUTBOUND07-14-2017S12014REVISIONS# DATE DESCRIPTION BY 1/2" = 1'-0"1FLOOR PLAN - OUTBOUND 1STFLOOR - CURB SIDE CHECK-IN 1/2" = 1'-0"4OUTBOUND CURB SIDE CHECK-IN BACK ELEVATION 1/2" = 1'-0"2OUTBOUND CURB SIDE CHECK-IN FRONT ELEVATION 1/2" = 1'-0"3OUTBOUND CURB SIDE CHECK-IN SIDE ELEVATIONBRUSHED STAINLESS STEEL BAGGAGE SCALELED WEIGHT DISPLAYBRUSHED STAINLESS STEEL CURBSIDE CHECK-INDESKBRUSHED STAINLESS STEEL TRANSACTION COUNTER -BOTH SIDES 1 1/2" = 1'-0"8SECTION CURB SIDE CHECK-IN 1 1/2" = 1'-0"9CURBSIDE CHECK-IN DRAWER SECTION 1 1/2" = 1'-0"6SECTION @ CURBSIDE CHECK-IN SCALE 1 1/2" = 1'-0"5CURBSIDE CHECK-IN LOUVERED DOOR SECTION7CURB SIDE CHECK-INBRUSHED STAINLESS STEEL DOOR ON PIANO HINGERETRACTABLE GATE HEIGHT OF DESK FOR OFF HOUR SECURITYRETRACTABLE GATE HEIGHT OF DESK FOR OFF HOUR SECURITYCONFORMED SET104
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 2:22:50 PM2-OB-A801PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAINTERIOR PERSPECTIVE VIEWS - OUTBOUND07-14-2017S12014INTERIOR PERSPECTIVE PHOTO 1INTERIOR PERSPECTIVE PHOTO 2INTERIOR PERSPECTIVE PHOTO 3OUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDREVISIONS# DATE DESCRIPTION BYCONFORMED SET105
12-S001 2-S10112-S001 2-S10222-S001 2-S10212-S001 2-S10322-S001 2-S10313' - 0"UNKREST
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R 1/64" = 1'-0"12/19/2015 12:06:59 PM2-S001ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE FIRST FLOOR PLAN - STRUCTURALSCOPE OF WORK04-28-2016S12014REVISIONS# DATEDESCRIPTIONBY 1/64" = 1'-0"PHASE II: 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 II\2-S001.dwg Jun 23, 2017 - 3:44pm daranCONFORMED SET106
12-S002 2-S30222-S002 2-S30212-S002 2-S30322-S002 2-S30312-S002 2-S20112-S002 2-S301
Table
Table
Table
Table
Table Table
Table
Table TDC #1 TDC #2TDC #3 TDC #4TDC #5 TDC #6TDC #7TDC #8TDC/CA
T
TDC/C
A
T
TDC/CA
T
TDC/C
A
T
TDC/CAT
TDC/CA
T
TDC/CA
T
TDC/C
A
T
BLSETD
AVS
AVS
AVS
BLSETD
AVS
AVS
BLSETDAVSAVS
BLSETDBLSETDAVS
2ADAGATELCEIAWTMD1
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L
L4
3L43L3L32
ADAGATE
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2ADAGATELCEIAWTMD12ADAGATELCEIAWTMD1
[FL-343][HW-54_]ALTERNATE COUNTERFLASHURETHANE SEALANT
@ 24" O.C.TRI-BEAD TAPE SEALER[HW-504]
RIGID INSULATION(NOT BY MBCI)RAKE ANGLE2" x 4" x 14 GA.@ 24" O.C. (PRE-DRILL ANGLE)@ 24" O.C.[HW-7500][HW-230][FL-291][HW-504][FL-285](2 PER CLIP)14-13 x ___ DECKSCREW [FASTENER #15_]BEND UP 2")(FIELD CUT ANDSUPERLOK PANEL (NOT BY MBCI)VAPOR BARRIER(MIN. 22 GA. THICKNESS)(NOT BY MBCI)METAL DECK
STRUCTURAL ANGLEWOOD BLOCKING(CENTER IN SLOT)(NOT BY MBCI)(NOT BY MBCI)[HW-7712]@ 24" O.C.
PARAPETWALL
PARAPET RAKE FLASHINGTRI-BEAD TAPE SEALERLOW RAKE SUPPORT ANGLEPARAPET RAKE CLEATBEARING PLATELOW FLOATING CLIP3/8"
BUILDING DIM.(MIN.)2"18"
[FASTENER #1E]SELF-DRILLER W/WASHER1/4-14 x 1 1/4 LONG-LIFE[FASTENER #5]TEK 2 SELF-DRILLER1/4-14 x 1 1/4 SHOULDERSELF-TAPPER [FASTENER #13]10-12 x 1 PANCAKE HEAD
ANCHOR [FASTENER #11]1/4 x 1 1/4 MASONRY
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AREAKEEPOUT 1/64" = 1'-0"12/19/2015 12:07:22 PMORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDACOMPOSITE SECOND FLOOR PLAN - STRUCTURALSCOPE OF WORK04-28-2016S12014REVISIONS# DATEDESCRIPTIONBY 1/64" = 1'-0"PHASE II: 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 II\2-S002.dwg Jun 23, 2017 - 3:44pm daran2-S002CONFORMED SET107
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 II\2-S003.dwg Aug 08, 2017 - 9:53am daranS12014AS SHOWN07-14-2017ABBREVIATIONS AND STRUCTURAL NOTES2-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.208-11-2017 ADDENDUM NO.22CONFORMED SET108
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 II\2-S004.dwg Jun 23, 2017 - 3:45pm daranS120141/4" =1'-0"04-28-20162-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 NOTESCONFORMED SET109
33' - 0"
30' - 0"CANOPY "A"ELEVATORTERMNAL "B"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 II\2-S005.dwg Jun 23, 2017 - 3:45pm daranS12014NTS04-28-20162-S005WIND LOADING TABLES (C&C)1.16-88.98 -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 29.83-32.971.1645.54-51.29 27.32-30.781.1642.92-48.15 25.75-28.891.1640.83-46.06 24.50-27.641.1652.34-73.28 31.40-43.971.1649.72-68.0429.83-40.831.1645.54-60.19 27.32-36.121.1642.92-54.96 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 9.60-87.931.1616.00-120.389.60-72.231.1616.00-83.75 9.60-50.251.1616.00-57.58 9.60-34.55ZONECOEFFICIENTULTIMATE 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 WINDAREAC A N O P Y "A"1.25-106.04 -63.621.25-104.91-62.941.25-101.52-60.911.25-100.40-60.241.25-106.04-63.621.25-104.91-62.941.25-101.52-60.911.25-100.40-60.241.25-168.08-100.851.25-134.24-80.541.25-89.12-53.471.25-55.27-33.161.2566.55-72.19 39.93-43.321.2563.73-69.37 38.24-41.621.2559.22-65.43 35.53-39.261.2556.40-62.04 33.84-37.231.2554.15-59.79 32.49-35.871.2566.55-89.1239.93-53.471.2563.73-83.47 38.24-50.081.2559.22-75.01 35.53-45.011.2556.40-69.37 33.84-41.621.2554.15-63.73 32.49-38.241.2527.07-66.55 16.24-39.931.2524.25-66.55 14.55-39.931.2522.56-63.73 13.54-38.241.2521.43-60.91 12.86-36.551.2566.55-111.68 39.93-67.011.2563.73-100.40 38.24-60.241.2559.22-83.47 35.53-50.081.2556.40-72.19 33.84-43.321.2566.55-111.68 39.93-67.011.2563.73-100.4038.24-60.241.2559.22-83.47 35.53-50.081.2556.40-72.19 33.84-43.32ZONECOEFFICIENTULTIMATE 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 WINDAREA1.03-79.01 -47.401.03-78.08-46.851.03-75.29-45.171.03-74.36-44.621.03-79.01-47.401.03-78.08-46.851.03-75.29-45.171.03-74.36-44.621.03-130.13-78.081.03-102.25-61.351.03-65.07-39.041.03-37.18-22.311.0346.48-51.12 27.89-30.671.0344.15-48.80 26.49-29.281.0340.43-45.55 24.26-27.331.0338.11-42.76 22.87-25.651.0336.25-40.90 21.75-24.541.0346.48-65.07 27.89-39.041.0344.15-60.42 26.49-36.251.0340.43-53.45 24.26-32.071.0338.11-48.80 22.87-29.281.0336.25-44.15 21.75-26.491.0316.00-46.48 9.60-27.891.0316.00-46.48 9.60-27.891.0316.00-44.15 9.60-26.491.0316.00-41.839.60-25.101.0316.00-83.66 9.60-50.191.0316.00-74.36 9.60-44.621.0316.00-60.42 9.60-36.251.0316.00-51.12 9.60-30.671.0316.00-130.13 9.60-78.081.0316.00-106.89 9.60-64.141.0316.00-74.36 9.60-44.621.0316.00-51.12 9.60-30.67ZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)WALL PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEZONEEFFECTIVE WINDCOEFFICIENTULTIMATE DWPNOMINAL DWPPNETPNET1101201501100210220250210031032035031004104204504100420051052055051005200110120150110021022025021003103203503100AREAEFFECTIVE WINDAREAZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)EFFECTIVE WINDAREAROOF OVERHANG PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATENTSPHASE II: WIND LOADING TABLESNNORTHE LE V A T O R T E R M I N A L "B"CONFORMED SET110
33' - 0"
30' - 0"CANOPY "B"CANOPY "C"CANOPY "D"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 II\2-S006.dwg Jun 23, 2017 - 3:45pm daranS12014NTS04-28-20162-S006WIND LOADING TABLES (C&C)1.08-82.84-49.711.08-81.87-49.121.08-78.94-47.371.08-77.97-46.781.08-82.84-49.711.08-81.87-49.121.08-78.94-47.371.08-77.97-46.781.08-136.45-81.871.08-107.21-64.331.08-68.22-40.931.08-38.99-23.391.0848.73-53.60 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 9.60-26.311.0816.00-87.72 9.60-52.631.0816.00-77.97 9.60-46.781.0816.00-63.359.60-38.011.0816.00-53.60 9.60-32.161.0816.00-136.45 9.60-81.871.0816.00-112.08 9.60-67.251.0816.00-77.97 9.60-46.781.0816.00-53.60 9.60-32.16ZONECOEFFICIENTULTIMATE DWP NOMINAL 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 DWP NOMINAL 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 9.60-26.311.0816.00-87.72 9.60-52.631.0816.00-77.97 9.60-46.781.0816.00-63.359.60-38.011.0816.00-53.60 9.60-32.161.0816.00-136.45 9.60-81.871.0816.00-112.08 9.60-67.251.0816.00-77.97 9.60-46.781.0816.00-53.60 9.60-32.16ZONECOEFFICIENTULTIMATE DWP NOMINAL 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 DWP NOMINAL 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 9.60-26.311.0816.00-87.72 9.60-52.631.0816.00-77.97 9.60-46.781.0816.00-63.359.60-38.011.0816.00-53.60 9.60-32.161.0816.00-136.45 9.60-81.871.0816.00-112.08 9.60-67.251.0816.00-77.97 9.60-46.781.0816.00-53.60 9.60-32.16ZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)ZONEEFFECTIVE WINDCOEFFICIENTULTIMATE DWPNOMINAL DWPPNETPNET1101201501100210220250210031032035031004104204504100420051052055051005200110120150110021022025021003103203503100AREAEFFECTIVE WINDAREAZONECOEFFICIENTULTIMATE DWPNOMINAL DWPPNET (psf)PNET (psf)EFFECTIVE WINDAREAC A N O P Y "B"C A N O P Y "C"C A N O P Y "D"WALL PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATEROOF OVERHANG PRESSURECOMPONENT AND CLADDINGASCE 7-10 / ULTIMATENTSPHASE II: WIND LOADING TABLESNNORTHCONFORMED SET111
WF3WF3WF3WF3WF3WF3WF3WF3WF3WF3SC2SC2F8SC2F8SC2F8SC2F8SC2F8SC2F8SC2F8SC2F8SC2SC2SC2F8WF3SC2F5SC2F5SC1F8WF3WF3SC1F8SC1F8SC1F5SC1F5SC1F5SC1F5SC1F5SC1F5SC1F5SC1F5SC1F5SC1F5SC1F5SC1F5SC3CF4.8WF332-S40120'-5"32'-0"31'-4"30'-0"30'-0"22'-1"28'-5"28'-8"28'-0"79'-2"171'-10"7"7"39'-6"30'-5"52-S101 2-S10442-S1012-S10432-S101 2-S104C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.82-S101 2-S10532-S101 2-S104SC1F5SC1F5EXISTING FOOTINGGRIDLINE TO V.I.F.CF8.1072-S1012-S10462-S101 2-S104A2-S101 2-S104B2-S101 2-S104C2-S101 2-S104D2-S101 2-S104E2-S101 2-S104F2-S101 2-S10432-S101 2-S1046'-5"6'-5"17'-2"22-S101 2-S10412-S101 2-S10412-S101 2-S10422-S101 2-S10432-S101 2-S10422-S101 2-S10432-S101 2-S60192-S101 2-S105122-S101 2-S10542-S40122-S40112-S401SC4CF8.1012'-8"7'-10"32-S50112-S50222-S50232-S50242-S50212-S50322-S50312-S50122-S501SC1SC1CF8SC1CF8ELEVATOREXISTINGSHAFTELEVATOREXISTINGROOMEXISTING STEEL COLUMN TO BE REMOVEDEXISTING STEEL COLUMN TO REMAINEXISTING STEEL COLUMN TO REMAINEXISTING STEEL COLUMN TO REMAINEXISTING STEEL COLUMN TO REMAIN8"CMUTO BE ALIGNCF8CF8CF8.10WF3P1132-S101 2-S105T=5"(T/SLAB=0'-0")T=5"(T/SLAB=0'-0")T=5"(T/SLAB=0'-0")SIM.11'-6"11'-6"5'-11"11'-3"5'-4"19'-0"13'-0"(FS)(FS)112-S101 2-S105122-S101 2-S105WF3WF5152-S101 2-S10525.2'25'24'23'23'22'21'20'19'18.6H.9JJ.2J.7J.8K25'K.2K.3K.4K.5K.6K.7K.10L22.5'25'24'23'22'22.5'22.6'JKL23.6'K.9K.820.3'20.7'K'21'20'J.3J.5BASE PL BELOWCONSTRUCTIONJOINT ORSHRINKAGECONTROL JOINTPOUR JOINTXX3/4" GROUTANCHORBOLTS W/3" HOOK (SEECOL. SCHED. FOR SIZE)CENTERLINE OFSTEEL COLUMNTOP OF CONC.PIER OR FTG.COL1.5"VARIES3"BASEPLATE (THICKNESSPER COL. SCHED.)1/4" STEEL LEVELINGPLATE9"3/4" GROUTCENTERLINE OFSTEEL COLUMNTOP OF CONC.PIER OR FTG.COL1.5"12"(18"@1"Ø BOLTS)VARIESBASEPLATE (THICKNESSPER COL. SCHED.)1/4" STEEL LEVELINGPLATEANCHORBOLTS (SEE COL.SCHED. FOR SIZE)T/4TSOFTCUT WITH"SOFTSAW"1/4" MAX12" OF COMPACTEDSUBGRADEFELT 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/212" OF COMPACTEDSUBGRADETERMINAL "B" FOUNDATION PLANFIRST FLOOR TOP OF SLAB REFERENCE = 0'-0". 0'-0" ISFOR REFERENCE ONLY. SEE CIVIL FOR NVGD ELEVATION.TOP OF FOOTINGS @ EL. (-2'-4") MIN. BELOW TOP OF SLABUNLESS NOTED OTHERWISE. BOTTOM OF FOOTING SHALLBE 16" MIN. BELOW ADJACENT FINISH GRADE. VERIFY ALLTOP OF FOOTING ELEVATIONS W/ ARCHITECTURALDRAWINGS PRIOR TO FABRICATION AND CONSTRUCTION.2.1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOTSHOWN. VERIFY ALL DIMENSIONS W/ ARCHITECTURALDRAWINGS PRIOR TO CONSTRUCTION.3.SEE ARCHITECTURAL AND MECHANICAL DRAWINGSFOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDEDITEMS.4.5.WF33'-0" X 16" CONT.(3) #5 CONT. & #5 @ 12" O.C. TRANSV.FOOTING SCHEDULEMARK DIMENSIONSREINFORCINGF88'-0" X 8'-0" X 16"(8) #6 O.C. E.W. TOP & BOTTOM"t""N""B"BASE PLATEMARKSHAPESTEEL COLUMN SCHEDULEANCHOR BOLTS"L"SIZEQUANTITYSC112" 12" 3/4"(4)3/4"HSS 6X6X1/212"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 II\2-S101.dwg Aug 08, 2017 - 9:53am daran 1/8" = 1'-0"ENLARGED PLAN TERMINAL "B" -FOUNDATION PLANNNORTHAS SHOWN07-14-2017S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONWESTSC2SC3(4)W14X10912"21" 21" 1 "1 "F55'-0" X 5'-0" X 16"(4) #6 O.C. E.W. TOP & BOTTOM2-S10110" 10" 3/4"(4)3/4"HSS 4X4X1/49"CF4.84'-0" X 8'-0" X 16"(4) #6 O.C. & (8) #6 O.C. TOP & BOTTOMFOUNDATION PLAN NOTESSC4REFER DETAIL A/2-S-105(6)3/4"HSS 12X12X1/412"1N.T.S.CONTROL JOINT DETAIL2TYP. SLAB ON GRADE N.T.S.CONSTRUCTION JOINT DETAIL3TYP. SLAB ON GRADE FLOOR CONSTRUCTION: 5" FIN. CONCRETE FLOOR SLAB(f'c=4,000 PSI) W/6x6-W2.1xW2.1 W.W.F.ON 10 MIL VAPORBARRIER ON 12" COMPACTED GRANULAR FILL ASNOTED.N.T.S.TYP. BASEPLATE SECTION5N.T.S.TYPICAL BASEPLATE SECTION6SCALE: 1/2" = 1'-0"COLUMN ISOLATION JOINT46.WALLS NOTED THUS ARE TO BE REINFORCEDMASONRY WALLS. SEE SCHEDULE AND SECTION FORDETAILS.FOUNDATION LEGENDFX.0 DENOTES ISOLATED FOUNDATION TYPE. REFER TO SCHEDULE FOR DIMENSIONS AND REINFORCEMENT.WFX.0 DENOTES CONTINUOUS WALL FOUNDATION. REFER TO SCHEDULE FOR DIMENSION AND REINFORCEMENT.CFX.0 DENOTES ISOLATED COMBINATED FOUNDATION. REFER TO SCHEDULE FOR DIMENSION AND REINFORCEMENT.CJ DENOTES CONTRUCTION JOINTS.SCX DENOTES STEEL COLUMN. REFER TO SCHEDULE FOR SIZES AND GRADES.8" CMU#5 @ 40" O.C.MASONRY WALL SCHEDULESYMBOL THICKNESSREINFORCING8" CMU#5 VERTICAL @ EACH CELL GROUTED SOLID.WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING @16" O.C. HORIZONTAL. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUNDENCASED STEEL.NOTES:1. ADJACENT TO ANY EXTERIOR WALL OPENING, PROVIDE 8" X 16" FULLY GROUTED CMU PIERW/ (1) #5 EACH CELL FULL HEIGHT.2. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX.3. P1(1 EACH CELL)(3) #5SEE ENGINEERING NOTES ANDSECTIONS & DETAILS2'-0""t"VERTICALHORIZONTALREINFORCEMENTPLAN DIMENSIONSMARKMASONRY PILASTER SCHEDULESC2BN/AW14X74N/AN/AN/A(FS) DENOTES FOOTING STEP.(FOR ALL STRUCTURAL STEEL COLUMNS)(FOR STEEL STAIR COLUMNS ONLY)7.FOR EXISTING ELECTRICAL UTILIY LINE VERIFY IN FIELDEXACT LOCATION.CF88'-0" X 8'-0' X 16"CF8.108'-0" X 10'-0" X 16"(10) #6 O.C. E.W. TOP & BOTTOM(8) #6 O.C. E.W. TOP & BOTTOMWF55'-0" X 16" CONT.(4) #6 CONT. & #6 @ 12" O.C. TRANSV. (TOP & BOT.)10" CMU#6 @ 16" O.C.208-11-2017 ADDENDUM NO.22CONFORMED SET112
29'-9"27'-2"30'-5"39'-6"14'-1"14'-1"12'-8"15'-4"F6SC256'-11"PC2BSC1PC2APC1ASC1SC1F6SC2F6SC2F6SC2F6SC2F6SC2F6SC2F6SC2F6SC2F6SC2F6SC220.7'21.7'23'25.2'25'F'G'H'J'K'ELEV.F8SC2F8SC2F8SC2F8SC2F8SC2F828'-0"20'-5"32'-0"31'-4"30'-0"141'-9"20'-0"35'-10"55'-10"SC230'-0"LMN25'24'23'22'21'20'18.6COLCOLSTL. PL. A3618"x18"x3/4"1'-3"112"112"1'-6"112"1'-3"112"1'-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 II\2-S102.dwg Aug 08, 2017 - 9:53am daranSTEEL CANOPY "A" & "B"FOUNDATION PLAN 1/8" = 1'-0"ENLARGED PLAN - TERMINAL CANOPY "A" NORTH1N 1/8" = 1'-0"ENLARGED PLAN - TERMINAL CANOPY "B" NORTH2NKEY PLANCANOPY "B"ORLANDO SANFORD INTERNATIONAL AIRPORTTERMINALADDITIONWESTCANOPY "A"07-14-2017S12014AS SHOWN12"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 18" MIN. BELOW ADJACENT FINISH GRADE. VERIFY ALL TOP OFFOOTING ELEVATIONS W/ ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION ANDCONSTRUCTION.NOTES:2.1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS W/ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.3.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL SLEEVES, PIPES, INSERTS ANDEMBEDDED ITEMS.4.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLOPES AND RECESSES. SEEPLUMBING DRAWINGS FOR EXACT LOCATIONS.5.6.FOOTING SCHEDULEMARK DIMENSIONSREINFORCINGSEE SHEET 2-S003 FOR GENERAL STRUCTURAL NOTES."t""N""B"BASE PLATEMARKSHAPESTEEL COLUMN SCHEDULEANCHOR BOLTS"EMB."SIZEQUANTITY18" 18" 3/4"(4)3/4"W12X6512"(5) #6 O.C. E.W. TOP & BOTTOMF66'-0" X 6'-0" X 16"SC1STEEL COLUMN BASE PLATE2-S1027 #6 O.C. E.W. TOP & BOTTOMF88'-0" X 8'-0" X 16"12" 12" 3/4"(4)3/4"HSS 6X6X1/212"SC2PCXFOR PILE CAPS SIZE AND REINFORCEMENTS, REFER TO SHEET 2-S104.208-11-2017 ADDENDUM NO.22CONFORMED SET113
32-S40142-S40122-S40112-S40132-S50112-S50222-S50232-S50242-S50212-S50322-S50312-S50122-S50125.2'25'24'23'23'22'21'20'19'18.6H.9JJ.2J.7J.8K25'K.2K.3K.4K.5K.6K.7K.10L22.5'25'24'23'22'22.5'22.6'JKL23.6'K.9K.820.3'20.7'K'21'20'J.3J.5OPEN SPACEL1L1L2L1L1L1L1B/LINTELELEV=13'-4"B/LINTELELEV=8'-8"B/LINTELELEV=10'-8"B/LINTELELEV=5'-4"B/LINTELELEV=7'-0"B/LINTELELEV=8'-0"B/LINTELELEV=13'-4"112"CLR.GROUTTYPE DESIGNATION:F = FILLED WITH GROUT / U = UNFILLEDNOMINAL WIDTHNOMINAL HEIGHT8" NOMINAL WIDTH8F16-1B/1T#5 REBAR AT BOTTOMOF LINTEL CAVITYBOTTOM REINFORCINGPROVIDED IN LINTEL (VARIES)SEE SCHED'L.7-5/8"#5 REBAR AT TOPMIN. (1) REQ'D.NUMBER OF #5REBAR AT TOPNUMBER OF #5 REBAR ATBOTTOM OF LINTEL CAVITY4'-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 GROUTEDCELLWALL LINTEL LAYOUTJOSE 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 II\2-S201B.dwg Aug 08, 2017 - 9:53am daran 1/8" = 1'-0"WALL LINTEL LAYOUTNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONWEST2-S201B13/4" = 1'-0"TYPICAL MASONRY OPENING2R8F8-1B/1TL1TYPEMARK1011 GRAVITY / 727 UPLIFTALLOWABLE LOADS (lbs./ft.)LINTEL SCHEDULECOMMENTSUP TO 4'-0" ROUGH OPENING PRECAST LINTEL,PROVIDE 8" END BEARING EA SIDE8F16-1B/1TL2UP TO 8'-0" ROUGH OPENING PRECAST LINTEL,PROVIDE 16" END BEARING EA SIDE1254 GRAVITY / 723 UPLIFT07-14-2017S12014AS SHOWN208-11-2017 ADDENDUM NO.22CONFORMED SET114
SC1F7SC1F7SC1F7SC1F7SC1F7SC1F7SC1F10SC1F5EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDING17'-10"11'-5"17'-2"20'-7"23'-3"23'-2"23'-0"23'-7"36'-8"25'-0"23'-11" V.I.F.2'-2"9'-1"3'-0"SC1F5CF10.16SC1F5SC1F5SC1F5SC1F5SC1F5SC1F5SC1F5SC161
2"CLLL.3L.5MM.4M.716.716.215.514.81413.212.511.310.31716151413121110EXISTINGBUILDINGSC1F7SC1F724'-2"25'-5" V.I.F.M.77.86.9BASE PLATE COLCOLSTL. PL. A3618"x18"x3/4"1'-3"112"112"1'-6"112"1'-3"112"1'-6"(8) #5#3@4"1'-9"1'-9"
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 REPRODUCTIONJMO
DAS
JMO
JMO www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)
ORLANDO-SANFORD INTERNATIONAL AIRPORT
SANFORD, FLORIDA
REVISIONS
# DATE DESCRIPTION BY
J:\S12014\Architecture\02_Structural\PHASE II\2-S103.dwg Sep 22, 2017 - 1:15pm daran
STEEL CANOPY "C" & "D"
FOUNDATION PLAN2 1/8" = 1'-0"ENLARGED PLAN - TERMINAL CANOPY "C" FOUNDATION PLANNORTH1NNORTHN07-14-2017
S12014
AS SHOWNKEY PLANCANOPY "C"ORLANDO SANFORD INTERNATIONAL AIRPORTTERMINALADDITIONWESTCANOPY "D"2-S103 1/8" = 1'-0"ENLARGED PLAN - TERMINAL CANOPY "D" FOUNDATION PLAN12"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 18" MIN. BELOW ADJACENT FINISH GRADE. VERIFY ALL TOP OFFOOTING ELEVATIONS W/ ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION ANDCONSTRUCTION.NOTES:2.1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS W/ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.3.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL SLEEVES, PIPES, INSERTS ANDEMBEDDED ITEMS.4.SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLOPES AND RECESSES. SEEPLUMBING DRAWINGS FOR EXACT LOCATIONS.5.6.FOOTING SCHEDULEMARK DIMENSIONSREINFORCINGSEE SHEET 2-S003 FOR GENERAL STRUCTURAL NOTES."t""N""B"BASE PLATEMARKSHAPESTEEL COLUMN SCHEDULEANCHOR BOLTS"EMB."SIZEQUANTITY18" 18" 3/4"(4)3/4"W12X6512"(5) #6 O.C. E.W. TOP & BOTTOMF56'-0" X 6'-0" X 16"SC1STEEL COLUMN BASE PLATE7 #6 O.C. E.W. TOP & BOTTOMF78'-0" X 8'-0" X 16"F108'-0" X 10'-0" X 16"(10) #6 O.C. E.W. TOP & BOTTOMCF10.1610'-0" X 16'-0" X 16"(9) #6 O.C. E.W. TOP & BOTTOM (SHORT DIRECTION)(15) #6 O.C. E.W. TOP & BOTTOM (LONG DIRECTION)PEDESTAL DETAIL09-22-2017 ADDENDUM NO.555 CONFORMED SET115
STL. PL.21"x21"x1"1'-6"REF. SCHEDULE4-A307 1"Ø X 18"BOLTS 12" EMBEDMENTCOLUMN PEDESTAL24"x24"BASE PLATE BP1BASE PLATE BP1PEDESTAL FOR2'-0"2'-0"(8) #5#3@4"112"112"1'-9"1'-9"AA1-1/2" NON-SHRINK GROUTCOAT COLUMN BELOW SLABW/ BITUMASTIC PRESERVATIVE TYPBASE PLATE BP1#3@4"CONCRETEPILASTER W/ #3 TIE(8) #5 VERTW/ STD ACI 90° HOOKVAPOR BARRIERREF. FOOTING SCHED.REFER TO SCHEDULEREFER SCHED.2'-4" MIN.1'-4"1-1/2"REBAR REINF#3@12"REF. FOOTING SCHED.2'-0"1 1/2" NON-SHRINK GROUTCOAT COLUMN BELOWSLAB W/ BITUMASTICPRESERVATIVE TYPFLOOR SLABBASE PLATE BP2 & BP3REF. PEDESTAL DETAILFOR BP2 &BP3BARRIERRE: FOOTING SCHED.1'-2"2'-4" MIN.6"1'-4"1-1/2"HSS COLUMNREF. SCHEDVAPORREFER TO SCHEDULESTL. PL. A3612"x12"x3/4"HSS 6x6x1/2N.T.S.(4) 34"Ø A325 BOLT X 12"BOLTS 9" EMBEDMENTBASE PLATE BP21'-0"1'-0"BASE PLATE BP2PEDESTAL FOR9"112"112"(8) #5#3@4"1'-3"1'-3"BB10"10"7"112"112"HSS 4x4x1/4(4) 34"Ø A325 BOLT X 12"BOLTS 9" EMBEDMENTSTL. PL. A3610"x10"x34"N.T.S.BASE PLATE BP3(8) #5#3@4"1'-1"1'-1"BASE PLATE BP3PEDESTAL FORBB7"42-S1042-S104K.10L25'CL414"CLSTL. COLUMNREF. SCHED.8" CMU WALLK.1052-S1042-S10420'L414"8"22.5'24'21'22'23'STL. COLUMNREF. SCHED.8" CMU WALL22.6'25.2'4"8"STL. COLUMNREF. SCHED.8" CMU WALL23'22.6'H.98"JCL4"STL. COLUMNREF. SCHED.8" CMU WALLHSS STL. COLUMNREF. SCHED.45°CLH.9J8"CL20'21'22'22.5'23'24'62-S1042-S104STL. COLUMNREF. SCHED.8" CMU WALL25'7"CLK.322.6'45°STL. COLUMNREF. SCHED.8" CMU WALL72-S1042-S1041-1/2" NON-SHRINK GROUTCOAT COLUMN BELOW SLABW/ BITUMASTIC PRESERVATIVE TYPVAPOR BARRIERREF. FOOTING SCHED.REFER TO SCHEDULEREFER SCHED.2'-4" MIN.1'-4"1-1/2"REF. FOOTING SCHED.#3@4"CONCRETE(12) #5 VERTPILASTER W/ #3 TIEW/ STD ACI 90° HOOKSTL. PL.REF. SCHEDULE6-A307 1"Ø X 18"BOLTS 12" EMBEDMENTPEDESTAL FOR2'-11"1'-9"2'-0"2'-7"112"REF. SCHEDULECCBASE PLATE BP4(16) #5#3@4"2'-0"45°1'-9"112"112"2'-11"2'-0"45°1'-4"CLCLCLCLCL2'-6"REF. FOOTING SCHED.REFER TO SCHEDULEREFER SCHED.2'-4" MIN.REF. FOOTING SCHED.25'712"STL. COLUMNREF. SCHED.8" CMU WALL2'-4" MIN.REFER TO SCHEDULE25'7"CLREFER SCHED.STL. COLUMNREF. SCHED.8" CMU WALLREFER TO MASONRYWALL SCHEDULE2'-6" MIN. SPLICE2'-6"REF. FOOTING SCHED.REFER TO SCHEDULEREF. FOOTING SCHED.H.98"JREFER SCHED.2'-4" MIN.STL. COLUMNREF. SCHED.8" CMU WALLREF. FOOTING SCHED.REFER TO SCHEDULEREFER SCHED.2'-4" MIN.REF. FOOTING SCHED.K.10L414"STL. COLUMNREF. SCHED.8" CMU WALLTYP. COLUMN ON SPREAD FOOTING12-S101 2-S-1043/4" = 1'-0"TYPICAL PEDESTAL SECTION22-S101 2-S-1043/4" = 1'-0"TERMINAL "B" FOUNDATION SECTIONSAND DETAILSJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE II\2-S104.dwg Aug 08, 2017 - 9:53am daran2-S104CMU WALL DETAIL A2-S101 2-S-1043/4" = 1'-0"CMU WALL DETAIL C2-S101 2-S-1043/4" = 1'-0"CMU WALL DETAIL E2-S-101 2-S-1043/4" = 1'-0"CMU WALL DETAIL B2-S-101 2-S-1043/4" = 1'-0"CMU WALL DETAIL D2-S-101 2-S-1043/4" = 1'-0"CMU WALL DETAIL F2-S-101 2-S-1043/4" = 1'-0"SECTION "A-A"SECTION "B-B"TYPICAL COLUMN ON SPREAD FOOTING32-S101 2-S104TYPICAL EXTERIOR COLUMN FOUNDATION 42-S101 2-S1043/4" = 1'-0"TYPICAL EXTERIOR COLUMN FOUNDATION 52-S101 2-S-1043/4" = 1'-0"TYPICAL EXTERIOR COLUMN FOUNDATION 62-S101 2-S-1043/4" = 1'-0"TYPICAL EXTERIOR COLUMN FOUNDATION 72-S101 2-S-1043/4" = 1'-0"208-11-2017 ADDENDUM NO.22CONFORMED SET116
K.10LREFER SCHED.2'-4" MIN.REFER TO SCHEDULESTL. COLUMNREF. SCHED.#4@12" O.C. W/ACI STD HOOKSBOTH ENDSK.10LSTL. COLUMNREF. SCHED.HSS COLUMNREF. SCHED.REFER SCHED.2'-4" MIN.FLOOR LEVEL0'-0"6"MINEXISTING CONC.SLAB. (DEMOLISH ASNECESSRY)APPLY BONDING AGENTTO EXISTING CONCRETEFACE12" CONTROL JOINTEXEXISTING (V.I.F.)T/FOOTINGREF. FOOTING SCHED.ANCHOR W/EPOXY 6" (T&B)6"MIN.4"MINEXISTING CONTINUOUS FOOTING TO REMAINREFER SCHED.EXISTING CONC.SLAB. (DEMOLISH ASNECESSRY)APPLY BONDING AGENTTO EXISTING CONCRETEFACE#3@12 OC EPOXYEMBEDDED 4" MIN.1'-6"MIN(VERIFY IN FIELD EXACT LOCATION DEPTH)T/FOOTING (1'-8")EXISTING (V.I.F.)1'-4"V.I.F2'-4" MIN.T/SLAB0'-0"2'-4" MIN.6"2'-0"CONDUITS TO BEPROTECTED WITHCONCRETEFLOOR LEVEL0'-0"8"111'-0"1'-0"#5 BENT BARS, QTY.CLREFER SCHED.REFER TO SCHEDULE22.6'2'-4" MIN.FLOOR LEVEL0'-0"2'-6" MIN. SPLICE8" CMU WALL REFER TOMASONRY WALLSCHEDULE8" CMU WALLREFER TO MASONRYWALL SCHEDULEEXISTING CONT.FOOTING TO REMAIN(V.I.F.)2'-6" MIN. SPLICEEPOXYEMBEDDED 6"MIN.T/SLABSIDEWALKREF. CIVILREF. SCHEDULE15'-4" AFFTOP OF CMUCONCRETESLAB - SEECIVIL12" CMU BLOCKPROVIDE HORIZONTAL JOINTREINFORCING FOR ALL MASONRYCONSTRUCTION. USE 9 GAGE,GALVANIZED, LADDER TYPE REINFORCINGCONFORMING TO ASTM A82, SPACEDVERTICALLY AT 16" O.C. MAX.DOUBLE BOND BEAMW/(2)#5 CONT.2'-6" MIN. SPLICE12" BOND BEAMW/(1)#5 CONT.12" BOND BEAMW/(1)#5 CONT.10" CMU WALL. REFERTO MARONRY WALLSCHEDULE FOR REINF.HSS4X4X1/42-1/2"ØX3/8" STL. GALV. PL 2'-0"X3'-0"X3/8CLCL6"2'-6"3'-0"2'-0"1/41/4HSS4X4X1/4PL 2'-0"X3'-0"X3/8"1'-0"1'-0"CLT/ CONC.SLAB15'-2"3'-0"3"CLHSS4X4X1/41/41/42-1/2"ØX3/8" STL. GALV. 1/41/4ANTI SKIDNEOPRENE PADCORNERSBARS SAME SIZE &SPACING ASADJACENT BARSINTERSECTIONS6Øb TYP.3" MIN.6Øb TYP.(3" MIN.)NOTE: INSTALL BELOW UPPER LAYEROF SLAB REINFORCING3'-6"(2)#4(CTR ON CORNER)SEE NOTE ABOVE1111SEE PLAN FOR ADD'LSLAB REINF.SLAB EDGE(2)#4 X 2'-0"(CTR ON CORNER)SEE NOTE ABOVEJOSE 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 II\2-S105.dwg Aug 08, 2017 - 9:53am daran2-S105ENTRANCE WITH EXIT SIDEWALK 82-S101 2-S1053/4" = 1'-0"@ BUILDING MAIN ENTRY SECTION AT 92-S101 2-S105@ BUILDING MAIN ENTRYSECTION AT ENTRANCE WITH EXIT SIDEWALK 3/4" = 1'-0"122-S101 2-S105@ EXISTING SPREAD FOOTING 112-S101 2-S1053/4" = 1'-0"FOOTTING DETAIL 142-S101 2-S1053/4" = 1'-0"SECTION AT EXTERIOR CMU FOUNDATION 102-S101 2-S1053/4" = 1'-0"SECTION132-S101 2-S1053/4" = 1'-0"TERMINAL "B" FOUNDATION SECTIONSAND DETAILS(FOR UTILITY CONDUITS CONDITION WHERE APPLIES)FOOTING STEP SECTION @ EXISTING PERIMETER WALL FOOTING 3/4" = 1'-0"FOOTING STEP SECTION 07-14-2017S12014AS SHOWNSECTION152-S101 2-S1053/4" = 1'-0"@SECURITY WALL AIRPLANE WHEEL STAND3/4" = 1'-0" SIDE VIEWAIRPLANE WHEEL STAND3/4" = 1'-0" PLAN VIEWAIRPLANE WHEEL STANDN.T.S. PERSPECTIVE VIEWAIRPLANE EXHIBITION WHEEL STAND VIEWSN.T.S. CORNER BAR DETAIL 3/4" = 1'-0"SLAB CORNER REINF. DETAIL 3/4" = 1'-0"208-11-2017 ADDENDUM NO.22CONFORMED SET117
20'-5"32'-0"28'-5"28'-8"28'-0"79'-2"80'-5"7"7"32-S4015'-4"1.5 VL1 BY VULCRAFTMETAL DECK(SEE TABLE ON SH.2-S201 FOR DECKINSTALLATION)20K4 @ 2'-6" 16K2 @ 2'-6" 16K2 @ 2'-6" W12X58W12X58W12X58W12X58W12X58W12X58W12X87W12X87W12X87 @14'-8"W12X87 @14'-8"W12X87W12X87W12X87 @ 14'-8"W12X87 @ 14'-8"W12X87 @ 14'-8"W12X87 @ 14'-8"W12X87 @14'-5 1/2"W12X87 @14'-5 1/2"W12X87 @14'-5 1/2"W12X58W12X26W12X26SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC136'-2"30'-5"HIP ROOF: PRE-ENGINEEREDMETAL TRUSSES @ 2'-0" O.C.12-S2012-S202W12X87 @14'-8"W12X87 @14'-8"W12X87 @14'-8"W12X87 @ 14'-8"W12X87 @ 12'-6"W12X87 @ 12'-6"2'-11"22'-10" (HSS6X6X1/4 @ 21'-0")14'-10"14'-10"4'-10"4'-10"14'-10"CLCLCL2'-7"22'-10"5'-0"15'-8"4'-10"14'-0"4'-10"8'-4"CLCLCLCLCLCL4'-10"26'-8" (HSS6X6X1/4 @ 21'-0")CLCLCLCLCLCLCL2'-3"2'-5"25'-4"4'-10"10'-10"SC1SC1SC1SC1SC114'-0"4'-10"2'-6"8'-4"4'-10"26'-8"4'-8"25'-4"CLSC1EXISTING STEEL BEAMGRIDLINE TO V.I.F.42-S40122-S40112-S40122-S2012-S20232-S2012-S20252-S2012-S20262-S2012-S20272-S2012-S20282-S2012-S20292-S2012-S202102-S2012-S202112-S2012-S202122-S2012-S202132-S2012-S203142-S2012-S203152-S2012-S203162-S2012-S203172-S2012-S203182-S2012-S203192-S2012-S203202-S2012-S203222-S2012-S203212-S2012-S20332-S50112-S50222-S50232-S50242-S50212-S50322-S50312-S50122-S501EXISTING HSS12X12X1/2 EXISTING LOWER STEEL BEAM TO BE REMOVED. G/C TOBEAM @16'-3" TO BE REMOVED (V.I.F.)FIELD VERIFY BEAM SIZES AND EXISTING HEIGHT LOCATION PRIORTO REMOVED.ELEVATOREXISTINGSHAFT8"CMUTO BE ALIGN232-S2012-S203HSS8X8X1/4@ 10'-6"2'-11"CLHSS6X6X1/4 @ 21'-0"HSS6X6X1/4 @ 21'-0"HSS6X6X1/4@ 21'-0"CLCLCLCLWINDOW FRAMECOLUMN DIMENSIONWINDOW FRAMECOLUMN DIM.CLCLCLCLCLCLCLHSS6X6X1/4 @ 21'-0"HSS6X6X1/4@ 21'-0"HSS6X6X1/4 @ 21'-0"HSS6X6X1/4 @ 21'-0"CLHSS6X6X1/4 @ 21'-0"HSS6X6X1/4 @ 21'-0"HSS6X6X1/4 @ 21'-0"HSS6X6X1/4@ 21'-0"HSS6X6X1/4 @ 21'-0"HSS6X6X1/4@ 21'-0"T/CONC.SLABELEV=15'-2"EQ.CANOPY "B" REFERTO SHEET 2-S302CANOPY "A" REFERTO SHEET 2-S3027'-6"EQ.10K1 @ 2'-6" EQ.7'-6"10K1 @ 2'-6" EQ.EQ.7'-6"10K1 @ 2'-6" EQ.EQ.7'-6"10K1 @ 2'-6" EQ.EQ.7'-6"10K1 @ 2'-6" EQ.EQ.7'-6"10K1 @ 2'-6" EQ.EQ.7'-6"EQ.3'-0"@ 2'-6" JOIST TOPCHORDEXTENSION@ 2'-6" 3'-8"3'-3"3'-8"10K1 @ 2'-6" CLCLCLCLCLCLCLCLCLCLCL3'-2"3'-2"3'-2"3'-2"CLHSS4X8X1/4@ 10'-4"HSS4X8X1/4 @ 10'-4"
HSS4X8X1/4 @ 10'-4"
HSS4X8X1/4 @ 10'-4"
HSS4X8X1/4 @ 10'-4"
HSS4X8X1/4 @ 10'-4"
HSS4X8X1/4 @ 10'-4"
HSS4X8X1/4 @ 10'-4"
HSS4X8X1/4 @ 10'-4"NOTE: MATCH AND ATTACH TO EXISTINGCANOPY STRUCTURAL STEEL FRAMIING.G/C TO FIELD VERIFY EXISTING CANOPYSTEEL MEMBER SIZES AND EXACT HEIGHTLOCATION PRIOR TO CONSTRUCTION.REFER TO ARCH DRAWING FOR DIMENSIONSNOT SHOWN (PROVIDE SHOP DRAWINGSFOR FINAL APPROVAL)9'-012" (V.I.F.)CL9'-2" (V.I.F.)CLCL13'-2"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"CLCLCLCLCLCLHSS8X8X5/16HSS8X8X5/1625.2'25'24'23'23'22'21'20'19'18.6H.9JJ.2J.7J.8K25'K.2K.3K.4K.5K.6K.7K.10L22.5'25'24'23'22'22.5'22.6'JKL23.6'K.9K.820.3'20.7'K'21'20'J.3J.522-S201 2-S601OPEN SPACE(*) REF SIDELAP FASTENERSCHEDULE FOR TYPE OFSIDELAPS, CONNECTOR,AND NUMBER OF CONNECTORSREQUIRED BETWEEN SUPPORTSCL OF JOISTCL OF JOISTCL OF JOIST( ) CONNECTIONS AT 6" OC TO CONT STEELMEMBER AT ALL WALLS, JOISTS, SHEARCOLLECTOR TUBES, AND AROUND ALLOPENINGS (36/7 PATTERN)*CL OF STL. BEAMGRID**************************************************************************3'-0" MINCONNECTOR PATTERN DIAGRAMCONNECTIONS TO CONTSTEEL MEMBERS AT ALLWALLS, JOISTS, SHEARCOLLECTOR TUBES, ANDAROUND ALL OPENINGS(36/7 PATTERN)6"TYP1 1/2" TYP, MINSIDE SEAM WELD DIAGRAMTERMINAL "B" MEZZANINE LEVELFRAMING 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 II\2-S201.dwg Aug 08, 2017 - 9:53am daran 1/8" = 1'-0"ENLARGED TERMINAL "B"- MEZZANINE FRAMING PLANNNORTHORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONWEST2-S2011FINISH FLOOR ELEVATION (+15'-2") FROM FIRST FLOOR ELEVATION (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.MEZZANINE FRAMING PLAN NOTESFLOOR CONSTRUCTION: 6" FIN. CONCRETE FLOOR SLAB (f'c=4,000 PSI) ON 1.5 VLIMETAL DECK W/6x6-W2.9xW2.9 W.W.F. FOR ADDITIONAL REINF. INFORMATIONREFER 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.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)07-14-2017S12014AS SHOWN208-11-2017 ADDENDUM NO.22CONFORMED SET118
32-S40142-S40122-S40112-S40132-S50112-S50222-S50232-S50242-S50212-S50322-S50312-S50122-S50125.2'25'24'23'23'22'21'20'19'18.6H.9JJ.2J.7J.8K25'K.2K.3K.4K.5K.6K.7K.10L22.5'25'24'23'22'22.5'22.6'JKL23.6'K.9K.820.3'20.7'K'21'20'J.3J.5OPEN SPACEL1L1L2L1L1L1L1B/LINTELELEV=13'-4"B/LINTELELEV=8'-8"B/LINTELELEV=10'-8"B/LINTELELEV=5'-4"B/LINTELELEV=7'-0"B/LINTELELEV=8'-0"B/LINTELELEV=13'-4"112"CLR.GROUTTYPE DESIGNATION:F = FILLED WITH GROUT / U = UNFILLEDNOMINAL WIDTHNOMINAL HEIGHT8" NOMINAL WIDTH8F16-1B/1T#5 REBAR AT BOTTOMOF LINTEL CAVITYBOTTOM REINFORCINGPROVIDED IN LINTEL (VARIES)SEE SCHED'L.7-5/8"#5 REBAR AT TOPMIN. (1) REQ'D.NUMBER OF #5REBAR AT TOPNUMBER OF #5 REBAR ATBOTTOM OF LINTEL CAVITY4'-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 GROUTEDCELLWALL LINTEL LAYOUTJOSE 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 II\2-S201B.dwg Jun 23, 2017 - 3:44pm daran 1/8" = 1'-0"WALL LINTEL LAYOUTNNORTH1/8" =1'-0"04-28-2016S12014ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONWEST2-S201B13/4" = 1'-0"TYPICAL MASONRY OPENING2R8F8-1B/1TL1TYPEMARK1011 GRAVITY / 727 UPLIFTALLOWABLE LOADS (lbs./ft.)LINTEL SCHEDULECOMMENTSUP TO 4'-0" ROUGH OPENING PRECAST LINTEL,PROVIDE 8" END BEARING EA SIDE8F16-1B/1TL2UP TO 8'-0" ROUGH OPENING PRECAST LINTEL,PROVIDE 16" END BEARING EA SIDE1254 GRAVITY / 723 UPLIFTCONFORMED SET119
STL. BEAMRE: PLAN & SCHED22.5'STL. BEAMRE: PLAN &SCHEDSTL. JOISTRE: PLAN & SCHEDMEZZ LEVELHSS COLUMN.REF. PLAN15'-2"32-S2022-S202B/DECK14'-8"38" STIFFNER PLATESSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDHSS COLUMN.REF. PLAN22'MEZZ LEVEL15'-2"42-S2026X10X3/16 CONTBENT PLATEHSS2-1/2"X2-1/2X 14 XLENGHT REQ'D FORDECK SUPPORTB/DECK14'-8"38" STIFFNER PLATESEXTEND BAR JOIST TOPCHORD TO EDGE OF BEAM(TYP.) INFILL WITH HSS2-1/2X2-1/2X14 @ BEAM TOBEAM CONNECTIONS4"STL. JOISTRE: PLAN & SCHEDHSS COLUMN.REF. PLANJ.2STL. BEAMRE: PLAN & SCHEDMEZZ LEVEL15'-2"J.7J.8B/DECK14'-8"K.2K.4K.6MEZZ LEVEL15'-2"STL. JOISTRE: PLAN &SCHEDHSS COLUMNCLEAR SPANGRIDSTL. BEAMRE: PLAN & SCHEDB/DECK14'-8"13" CLEAR SPANGRIDSTL. BEAMRE: PLAN & SCHEDCLSPLICE REF.DETAIL 25/2-S20338" STIFFNER PLATES38" STIFFNER PLATES4"6X10X3/16 CONTBENT PLATE62-S2022-S202STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. COLUMN.REF. PLAN22'MEZZ LEVEL15'-2"L6X6X3/16 CONTHSS2-1/2"X2-1/2X 14 XLENGHT REQ'D FORDECK SUPPORTSTL. BEAMRE: PLAN & SCHEDB/DECK14'-8"EXTEND BAR JOIST TOPCHORD TO EDGE OF BEAM(TYP.) INFILL WITH HSS2-1/2X2-1/2X14 @ BEAM TOBEAM CONNECTIONSH.9JSTL. BEAMRE: PLAN & SCHEDSTEEL COLUMN.REF. PLANSTL. BEAMRE: PLAN &SCHEDL6X6X3/16 CONT.HSS2-1/2"X2-1/2X 14 XLENGHT REQ'D FORDECK SUPPORTSTL. JOISTRE: PLAN & SCHED8" CMU NOT SHOWNFOR CLARITYPRE-ENGINEERED METALTRUSSES NOT SHOWNFOR CLARITYMEZZ LEVEL15'-2"T/STEEL14'-8"H.9JSTL. BEAMRE: PLAN & SCHEDSTEEL COLUMN.REF. PLANSTL. BEAMRE: PLAN &SCHEDL6X6X3/16 CONT.HSS2-1/2"X2-1/2X 14 XLENGHT REQ'D FORDECK SUPPORTSTL. JOISTRE: PLAN & SCHED8" CMU NOT SHOWNFOR CLARITYMEZZ LEVEL15'-2"T/STEEL14'-8"STL. BEAMRE: PLAN & SCHED23'STL. BEAMRE: PLAN &SCHEDMEZZ LEVELSTEEL COLUMN.REF. PLAN15'-2"STL. BEAMRE: PLAN &SCHEDHSS COLUMN.REF. PLANHSS2-1/2"X2-1/2X 14 XLENGHT REQ'D FORDECK SUPPORTB/DECK14'-8"CAP PLATE23'STL. BEAMRE: PLAN &SCHEDMEZZ LEVEL15'-2"STEEL COLUMNBEYOND.REF. PLANHSS2-1/2"X2-1/2X 14 XLENGHT REQ'D FORDECK SUPPORTHSS COLUMNBEYOND.REF. PLANSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDL6X6X3/16 CONT.B/DECK14'-8"CAP PLATEMEZZ LEVEL15'-2"STL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDL6X6X3/16 CONT.8" CMU NOT SHOWNFOR CLARITYB/DECK14'-8"MEZZ LEVEL15'-2"STL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDL6X6X3/16 CONT.JOIST TOP OFCHORD EXTENSION22.6'STEEL COLUMN.REF. PLANHSS6X6X1/4 POSTWINDOW FRAMINGB/DECK14'-8"MC12x31BENDED CHK'DST PL 316" TYP.∠4"x4"x38"ST. PL.23'MEZZ LEVEL15'-2"STL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDB/DECK14'-8"NOTE:CONTRACTOR TO PROVIDESMOOTH TRANSITION FROMSTAIR RISER TO MEZZANINESLAB TO AVOID TRIP HAZARD.TERMINAL"B" MEZZANINE FRAMINGSECTIONS AND DETAILSJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE II\2-S202.dwg Aug 08, 2017 - 9:53am daranAS SHOWN07-14-2017S120142-S202SECTION1 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"SECTION12 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET120
24'STL. JOISTRE: PLAN & SCHEDL6X6X3/16 CONT.MEZZ LEVEL15'-2"STL. BEAMRE: PLAN & SCHEDB/DECK14'-8"STL. BEAMRE: PLAN &SCHEDSTL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDMEZZ LEVEL15'-2"K.10LSTL. BEAMRE: PLAN & SCHEDCL5'-4"STL. BEAMRE: PLAN & SCHEDHSS6X6X14 POSTWINDOW FRAMERE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHED122-S2032-S203B/DECK14'-8"L6X6X3/16 CONT.STL. JOISTRE: PLAN & SCHEDK.10LSTL. BEAMRE: PLAN & SCHEDHSS6X6X14 POSTWINDOW FRAMERE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDT/STEEL14'-8"MEZZ LEVEL15'-2"L6X6X3/16 CONT.T/STEEL21'-0"STL. JOISTRE: PLAN & SCHEDMEZZ LEVEL15'-2"K.10LSTL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDB/DECK14'-8"L6X6X3/16 CONT.HSS6X6X14 POSTWINDOW FRAMERE: PLAN & SCHEDT/STEEL21'-0"STL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDMEZZ LEVEL15'-2"CLHSS COLUMN.REF. PLANB/DECK14'-8"CAP PLATE38" STIFFNER PLATESBOTH SIDESK.9STEEL COLUMN.REF. PLANSTL. BEAMRE: PLAN &SCHEDSTL. JOISTRE: PLAN & SCHEDMEZZ LEVEL15'-2"B/DECK14'-8"CLSTL. BEAMRE: PLAN &SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. COLUMN.REF. PLAN25'MEZZ LEVEL15'-2"L6X6X3/16 CONTB/DECK14'-8"STL. JOISTRE: PLAN & SCHEDHSS6X6X14 POSTWINDOW FRAMERE: PLAN & SCHEDT/STEEL21'-0"MEZZ LEVEL15'-2"K.10LSTL. COLUMNRE: PLAN & SCHEDB/DECK14'-8"3"CLSTL. BEAMRE: PLAN & SCHEDHSS6X6X14 POSTWINDOW FRAMERE: PLAN & SCHEDHSS6X6X14 POSTDOOR FRAMERE: PLAN & SCHEDT/STEEL21'-0"CAP PLATEH.9JSTL. BEAMRE: PLAN & SCHEDSTEEL COLUMN.REF. PLAN8" CMU NOT SHOWNFOR CLARITYPRE-ENGINEERED METALTRUSSES NOT SHOWNFOR CLARITYT/STEEL14'-8"HSS6X6X14 POSTWINDOW FRAMERE: PLAN & SCHEDT/STEEL21'-0"T/STEEL10'-4"T/CONC.TIE BEAM10'-8"1'-4"CL10"1'-0"2"4"4"2"2"6"2"EMBED PLATE NO.1NOTE:PL 1'-0" X 10" X 3/8"W/ (6) 5/8" NELSON STUDS38"4"1/41/41/41/4PL 6"X10"X3/8"HSS REF. PLANEMBED PLATE NO.1K.10LEXISTING COLUMNRE: PLAN & SCHEDB/DECK14'-8"STL. BEAMRE: PLAN & SCHEDT/STEELELEV. 10'-6"HSS BEAMRE: PLAN & SCHEDT/ STL. BEAMELEV. 14'-8"EXISTING ELEVATOR SHAFTFACE OF WALLHSS BEAMRE: PLAN & SCHED6"6"242-S2012-S203(2)L4X4X1/4X8" WELDED TO HSSBEAM & BOLTED TO EXISTING ORNEW CMU W/ (2) 5/8"Ø HILTI KWIKBOLTS III W/ 6" MIN EMBEDMENT1/4"TYP.1/4"1/4"TOP &1/4"BOTTOMT/ CMU WALLELEV. 20'-6"DASHED LINE OFHSS8X8X516 COLUMN.NOT SHOWN FORCLARITYT/STEELELEV. 10'-6"DASHED LINE OF8" CMU WALL.NOT SHOWM FOR CLARITYHSS BEAMRE: PLAN & SCHEDT/ CMU WALLELEV. 20'-6"CL(2)L4X4X1/4X8" WELDED TO HSSBEAM & BOLTED TO NEW CMU W/(2) 5/8"Ø HILTI KWIK BOLTS III W/ 6"MIN EMBEDMENTNOTE: PROVIDE SPLICE AT 13 PONTS OF SPANBETWEEN COLUMNS WHERE REQUIRED2"3"3"STL. BEAMREF. SCHEDULESTL. BEAMREF. SCHEDULEPL 10x12-1/2x12" W/(12) 34"Ø A490 BOLTS1 1/2"3"1 1/2"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 II\2-S203.dwg Aug 08, 2017 - 9:53am daranAS SHOWN04-14-2017S120142-S203SECTION13 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"SECTION19 3/4" = 1'-0"TERMINAL "B" MEZZANINE FRAMINGSECTIONS AND DETAILSSECTION20 3/4" = 1'-0"SECTION21 3/4" = 1'-0"SECTION22 3/4" = 1'-0"SECTION23 3/4" = 1'-0"SECTION24 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701SPLICE PLATE DETAIL25 1-1/2" = 1'-0"208-11-2017 ADDENDUM NO.22CONFORMED SET121
STEEL JOISTSIDE LAPTYPE B ROOF DECK GA 20FASTENERS 6#10 TECK SCREWSSTEEL JOISTPANEL TO JOIST FASTENERAT 2" AT END LAPS.GALVANIZEDSIDE LAPFASTENERS 6#10 TECK SCREWSINSTALLATION DETAIL OF STEEL ROOF DECK(NOT TO SCALE)END LAPS ARE SHINGLE FASHION.ALL FASTENERS SHALL BE IN ACCORDANCE WITH MANUFACTURE'SALL LAPS SHALL BE CENTER DIRECTLY OVER JOISTEND LAPS SHALL BE 2" MINIMUM AND SHOULD OCCURSERECTED BEGINING AT THE LOW SIDE TO INSURE THATSUPPORT FASTENERS 36 / 7#12 TEK SCREWS.SPECIFICATION AND ERECTION LAYOUTS.THE DECK MANUFACTURE'S STANDARS AND SHALL BE4-5-6-OVER SUPPORT.3-STEEL DECK PLATES SHALL SPAN AT LEAST 3 JOIST.DECK SHEETS SHOULD BE PLACED IN ACCORDANCE WITHAPPROVED ERECTION LAYOUT DRAWINGS SUPPLIED BYINSTALLATION INSTRUCTIONS2-1-AN UPLIFT PRESSURE OF 90PSF AT EDGES (10'-0" FROM CORNERSDECK SHALL BE FASTENED TO JOIST SO AS TO RESISTNOTES :OF THE BUILDING) AND 65PSF ACTING ELSEWHERE.20'-5"32'-0"31'-4"30'-0"30'-0"22'-1"28'-5"28'-8"28'-0"79'-2"171'-10"7"7"32-S40139'-6"30'-5"TRUSS #2TRUSS #1W10X771.5 TYPE B BY VULCRAFT MTL.DECK (FOR INSTALLATION SEESH. 2-S301 )TRUSS #3TRUSS #3W12X40W12X40W12X40W12X40W12X40W12X4024K7 @ 4'-10-1/4"24K7 @ 4'-10-1/4"24K7 @ 4'-10-1/4"24K7 @ 4'-10-1/4"W12X40W12X40W12X40W12X4020K3 @ 4'-10-1/4"22K5 @ 4'-10-1/4"W12X87 @ 39'-0"W10X77TRUSS #312-S301 2-S3076'-10"6'-10"6'-10"6'-10"6'-10"3'-10"6'-10"1'-5"3'-0"CLCLCLCLCLCLCLCLSC2BSC2BSC2BJOIST TOP CHORDEXTENSIONJOIST TOP CHORDEXTENSIONW12X87 @ 45'-0"W12X87 @ 39'-0"W12X87@ 45'-0"42-S40122-S40112-S40122-S301 2-S30732-S301 2-S30752-S301 2-S30742-S301 2-S30762-S301 2-S30772-S301 2-S30782-S301 2-S30792-S301 2-S307132-S301 2-S308122-S301 2-S308112-S3012-S30812-S301 2-S307132-S301 2-S30832-S50112-S50222-S50232-S50242-S50212-S50322-S50312-S50122-S50132-S301 2-S305112-S301 2-S306STUB COLUMNDIMENSIONSTYPICALSTUB COLUMN5'-214"5'-214"5'-214"5'-214"5'-214"5'-214"HSS8X8X5/1625.2'25'24'23'23'22'21'20'19'18.6H.9JJ.2J.7J.8K25'K.2K.3K.4K.5K.6K.7K.10L22.5'25'24'23'22'22.5'22.6'JKL21'20'J.3J.52&32-S301 2-S301EXISTING LOWER ROOF FRAMING REINFORCEMENTEXISTING UPPER ROOF LEVEL TO REMAINW14x22 (V.I.F.)12K1 (V.I.F.)12K1 (V.I.F.)12K1 (V.I.F.)12K1 (V.I.F.)12K1 (V.I.F.)12K1 (V.I.F.)W12x14 (V.I.F.)W12x14 (V.I.F.)W12x14 (V.I.F.)W14x22 (V.I.F.)EXEX18.6K.10K.10LEXEXISTINGROOF TOREMAINEXISTINGROOF TOREMAINW14x22 (V.I.F.)EXISTING UPPER ROOF LEVEL TO REMAINEXISTING JOISTTO BE REMOVED8'-9" (V.I.F.)EXISTING ROOFFRAMING TO BE CUTROOF FRAMING DEMOLITION LEGENDEXISTING LOWER ROOFSTEEL FRAMIING TO BE CUTEXISTING COLUMNTO REMAINW14x22 (V.I.F.)W12x14(V.I.F.)W14x22 (CONT.)EXEX18.6K.10K.10LEXISTINGROOF TOREMAINEXISTINGROOF TOREMAINW10x15W16X2612K1 (V.I.F.)12K1 (V.I.F.)12K1 (V.I.F.)12K1 (V.I.F.)12K1 (V.I.F.)W14x22 (V.I.F.)EXISTING UPPER ROOF LEVEL TO REMAIN152-S301 2-S3085'-1"(V.I.F.)9'-2"(V.I.F.)HSS8X8X5/16TERMINAL "B" ROOF FRAMING 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 II\2-S301.dwg Aug 08, 2017 - 9:51am daran 1/8" = 1'-0" ENLARGED FRAMING PLAN - TERMINAL "B" NNORTH2-S3011 1/8" = 1'-0"LOWER ROOF FRAMING DEMOLITION PLAN NNORTH2 1/8" = 1'-0"LOWER ROOF FRAMING REINFORCEMENTNNORTH307-14-2017S12014AS SHOWNTOP 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 .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.08-11-2017 ADDENDUM NO.222CONFORMED SET122
29'-9"27'-2"30'-5"39'-6"14'-1"14'-1"12'-8"15'-4"30°30°W12X4024K7 @ 5'-7"GALV. METAL DECK(SEE NOTE NO.4 )W12X87W12X87W12X87W12X8720K4 @ 5'-7"20K4 @ 5'-7"18K4 @ 5'-7"12-S302 2-S309W12X40W12X4022-S302 2-S30942-S302 2-S30952-S302 2-S30962-S302 2-S30972-S302 2-S30982-S302 2-S30920.7'21.7'23'25.2'25'F'G'H'J'K'92-S302 2-S3095'-7"5'-7"B/ HP DECK16'-0"B/ LP DECK14'-10"SLOPESLOPESLOPESLOPE28'-0"20'-5"32'-0"31'-4"30'-0"141'-9"GALV. METAL DECK(SEE NOTE NO.4 )48G11N8KW10X39W10X39W10X39W10X39W10X39W10X3920K4 @ 5'-1"48G11N8K48G11N8K48G11N8K48G11N8K28G7N6K20K4 @ 5'-1"20K4 @ 5'-1"20K4 @ 5'-1"20K4 @ 5'-1"20K4 @ 5'-1"ELEV.OPENING(EXISTING)52'-4" (V.I.F)(2)C15X50B/ HP DECK19'-4"B/ LP DECK18'-2"2'-7"10'-10"10K1 @ 5'-1"12-S302 2-S31020'-0"35'-10"55'-10"22-S302 2-S31032-S302 2-S31042-S302 2-S31052-S302 2-S31072-S302 2-S31092-S302 2-S310102-S302 2-S310122-S302 2-S310132-S302 2-S310112-S302 2-S3108'-3"4'-3"8'-3"182-S302 2-S312172-S302 2-S3125'-10"11'-10"8'-3"11'-6"±17'-9"CLSKYLIGHTLMN25'24'23'22'21'20'18.6SLOPEREF. ARCHSKYLIGHTREF. ARCHSKYLIGHTREF. ARCHSLOPESLOPESLOPE5'-4"5'-0"L5X5X3/8L5X5X3/8L5X5X3/8L5X5X3/8L5X5X3/8L5X5X3/8LEGENDMOMENT 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 II\2-S302.dwg Aug 08, 2017 - 9:51am daran 1/8" = 1'-0"ENLARGED STEEL FRAMING PLAN - TERMINAL CANOPY "B" NORTH2N 1/8" = 1'-0"ENLARGED STEEL FRAMING PLAN - TERMINAL CANOPY "A" NORTH1NCANOPY "B"ORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANTERMINALADDITIONWESTCANOPY "A"07-14-2017S12014AS SHOWNSTEEL CANOPY "A" & "B"FRAMING PLAN2-S302NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701TOP 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 .208-11-2017 ADDENDUM NO.22CONFORMED SET123
17'-10"11'-5"17'-2"20'-7"23'-3"23'-2"23'-0"23'-7"36'-8"25'-0"23'-11" V.I.F.GALV. METAL DECK(SEE SH. 2-S301)EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDING14'-6"2'-2"9'-1"15'-9" V.I.F.3'-0"16K314K114K1W10X49W10X49W10X49W10X49W10X49W10X49W10X49W10X49W10X49W10X49W12X65W10X49W10X49W10X49W10X49W10X49W10X49W12X65W12X65W12X65W12X65W12X65W12X65W10X49W10X49W10
X49
W10
X49
W10X49W10X4916K322K616K316K316K316K310K110K1W8X21W8X21W8X2112-S303 2-S311W10X49HSS12X12X1/4@16'-3" (EXISTING)HSS 12X12
X1/4
@16'-3" (
EXISTI
N
G)HSS12X12X1/4@16'-3" (EXISTING)HSS12X12X1/4@16'-3" (EXISTING)HSS12X12X1/4@16'-3" (EXISTING)W8X21W8X2122-S303 2-S31132-S303 2-S31152-S303 2-S31172-S303 2-S31142-S303 2-S311EQ.8'-3"EQ.4'-3"EQ.8'-3"EQ.20'-11"HSS12X12X1/4@16'-3"(EXISTING)HSS12X12X1/4@16'-3"(EXISTING)HSS12X12X1/4@16'-3" (EXISTING)W10X4962-S303 2-S311102-S303 2-S3119B2-S303 2-S311112-S303 2-S311202-S303 2-S31282-S303 2-S31112-S303 2-S311212-S303 2-S31212-S303 2-S311OH.9A2-S303 2-S311132-S303 2-S311122-S303 2-S311142-S303 2-S312142-S303 2-S312242-S303 2-S312152-S303 2-S312182-S303 2-S312172-S303 2-S312162-S303 2-S312192-S303 2-S312SIM.612"W10X49222-S303 2-S312232-S303 2-S31232-S303 2-S303EXISTING TOWER HGHROOF FRAMING PLANB/DECK15'-2 1/2"B/DECK15'-2 1/2"LL.3L.5MM.4M.716.716.215.514.81413.212.511.310.31716151413121110EXEXSKYLIGHTREF. ARCHSKYLIGHTREF. ARCHL5X5X3/8L5X5X3/8L5X5X3/8L5X5X3/8EXISTINGBUILDING24'-2"25'-5" V.I.F.W12X65W12X65W10X49W10X4916K316K3W10X49222-S303 2-S312OH.SIM.82-S303 2-S311122-S303 2-S311142-S303 2-S312-2-S303 2-S312± 10'-10"14'-6"B/DECK15'-2 1/2"B/DECK15'-2 1/2"7.86.9M.7HSS6x6x1/4"@ 44'-8" EXISTINGHSS6x6x1/4"@ 44'-8"
E
XISTI
N
G
HSS6x6x1/4"@ 44'-8" EXISTINGHSS6x6x1/4"@ 44'-8" EXISTINGHIP ROOF:PRE-ENGINEEREDMETAL TRUSSES @ 2'-0"O.C. BY OTHERS42-S303 2-S30314LMETAL DECKHSS6x6x 1/4 "HSS" BM. - EXISTINGEXISTINGT/STL. BEAM41'-8"(EXISITNG)T/STL. BEAM44'-8"(EXISITNG)HIP ROOF:PRE-ENGINEEREDMETAL TRUSSES @2'-0" O.C. BY OTHERSLEGENDMOMENT 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 II\2-S303.dwg Aug 08, 2017 - 9:51am daranSTEEL CANOPY "C" &"D" AND TOWERFRAMING PLAN 1/8" = 1'-0"STEEL CANOPY "C" STRUCTURAL FRAMING PLAN1N07-14-2017S12014AS SHOWNKEY PLANCANOPY "C"ORLANDO SANFORD INTERNATIONAL AIRPORTTERMINALADDITIONWESTCANOPY "D"2-S303 1/8" = 1'-0"STEEL CANOPY "D" STRUCTURAL FRAMING PLAN2NTOWER - HIGH ROOF FRAMING SECTION 4 3/4" = 1'-0" 1/8" = 1'-0"TOWER - HIGH ROOF FRAMING PLAN3NNOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701TOP 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 .208-11-2017 ADDENDUM NO.22CONFORMED SET124
B/TRUSST/TRUSSB/TRUSS4'-1014"4'-1114"8'-0"79'-2"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1012"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS
6"
x
6"x.
2
5"
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6"
x
6"
x.
2
5"HSS 6"x6"x.25"6'-0"T/TRUSSA2-S304 2-S304A2-S304 2-S30456°48° HSS 8X8X5/8 (TYP.) HSS 8X8X5/8 (TYP.)D2-S304 2-S304SIM.O.H.E2-S304 2-S304K.10LH.9JHSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS
6"
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6"
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2
5"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"47'-0"45'-0"J.1HSS 6"x6"x.25"58°12-S3042-S30492-S3042-S305F&G2-S304 2-S304B/TRUSST/TRUSS4'-1014"4'-1114"56'-7" HSS 8X8X5/8 (TYP.)4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"1'-814"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS
6"
x
6"
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2
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6"
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6"
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2
5"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"A2-S304 2-S3046'-7"B/TRUSS8'-0"T/TRUSSB2-S304 2-S304HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"56°56°56°55°55°54°53°
53°
52°
51°
51°
74°D2-S304 2-S304E2-S304 2-S304HSS 6"x6"x.25" HSS 8X8X5/8 (TYP.)K.10L25.2'T/STEEL45'-9"12-S3042-S304142-S3042-S306F&G2-S304 2-S304B/TRUSST/TRUSSB/TRUSS4'-1014"4'-1114"8'-0"79'-2"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-734"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"6'-0"T/TRUSSE2-S304 2-S304B2-S304 2-S304D2-S304 2-S30456°56°56°55°55°54°54°53°52°
51°
51°
50°
50°
49°
48°
49°A2-S304 2-S304 HSS 8X8X5/8 (TYP.) HSS 8X8X5/8 (TYP.)HSS
6"
x
6"
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2
5"HSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"SIM.O.H.F2-S304 2-S304K.10LH.9JHSS 6"x6"x.25"HSS 6"x6"x.25"HSS 6"x6"x.25"47'-0"45'-0"12-S3042-S30412-S3042-S304F&G2-S304 2-S3041/4FULL WELDEDGRIND TO FINISHAWS D1.1E70XX1/41/4CC PL 8X16X12"AWS D1.1E70XX2-12HSS 6X6X1/4" (TYP)HSS
6
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6
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P)STL. TRUSS 20'21'22'REF. PLANSTABILIZERPL- 1/2"x8"x1'-2".DO NOT WELDTOP CHORDTO STABILIZERPLATE (TYP.)1/4TYP.1/4TYP.STL. BEAMREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.STL. COLUMNBEYOND REF.PLAN & SCHED.22-S3042-S3042B2-S305(2) PL 2'-0"X1'-2"X58"(8) 34"Ø A490 BOLTSFULL WELDEDGRIND TO FINISH1/4HSS 8X8X5/8" (TYP)HSS 6X6X1/4" (TYP)HSS 6X6X1/4" (TYP)CLCL1/4FULL WELDEDGRIND TO FINISHAWS D1.1STABILIZERPL- 1/2"x8"x1'-2".DO NOT WELDTOP CHORD TOSTABILIZER PLATE(TYP.)8"1'-2"CLCL2'-0"1'-2"STL. COLUMNREF. SCHED20'21'22'JH.96"6"6"3"3"2B2-S305O.H.PL 2'-0"X1'-2"X58"2'-0"1'-2"6"6"6"STL. COLUMNREF. SCHEDK.10LSTL. TRUSSBOTTOM CHORD. NOTSHOWM FOR CLARITY3"3"2B2-S305PL 2'-0"X1'-2"X58"1-1/4" SLOTSHOLESSTABILIZERPL- 1/2"x8"x1'-2".DO NOT WELDTOP CHORDTO STABILIZERPLATE (TYP.)38" STIFFENERPLATESSTL. TRUSS REF. PLANSTL. COLUMNREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.PL 2'-0"X1'-2"X58"(8) 34"Ø A490 BOLTSTERMINAL "B" ROOF TRUSSES AND FRAMINGDETAILSJOSE 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 II\2-S304.dwg Aug 08, 2017 - 9:52am daranAS SHOWN07-14-2017S120142-S304TRUSS-1 FRAMING ELEVATION1 1/4" = 1'-0"TRUSS-2 FRAMING ELEVATION2 1/4" = 1'-0"TRUSS-3 FRAMING ELEVATION3 1/4" = 1'-0"TRUSS DETAILA 3/4" = 1'-0"TRUSS DETAILB 3/4" = 1'-0"TRUSS DETAILD 3/4" = 1'-0"TRUSS DETAILC 3/4" = 1'-0"TRUSS DETAILE 3/4" = 1'-0"TRUSS DETAILF 3/4" = 1'-0"BRACKET SECTION1 3/4" = 1'-0"TRUSS DETAILG 3/4" = 1'-0"SUPPORT DETAIL 3/4" = 1'-0"2PERSPECTIVE VIEWN.T.S.TRUSS ANDBRACKET 208-11-2017 ADDENDUM NO.22CONFORMED SET125
23'J.1JH.91'-3"22.6'72-S30582-S30545°3'-0"38" STIFFENERPLATES BOTH SIDESSTL. BEAMREF. PLAN & SCHEDSTL. COLUMNREF. PLAN & SCHED.TRUSS NO.2W14X109 STL.COLUMN @39'-0"A.F.F.1/41/4BOTHSIDESBENT PLATE 5/8"J.1JH.922.6'7"1'-8"23'45°STL. BEAMREF. PLAN & SCHEDSTL. COLUMNREF. PLAN & SCHED.3'-0"4"1/43 SIDESBENT PLATE 5/8"W/ (3) 34"Ø A490BOLTS72-S30582-S305J.1JH.922.6'23'1'-3"45°38" STIFFNERPLATES BOTH SIDESSTL. BEAMREF. PLAN & SCHEDSTL. COLUMNREF. PLAN & SCHED.TRUSS NO.2W12X53W14X48 STL.COLUMN @39'-0"A.F.F.72-S30582-S3051/43 SIDES45°1/41/4TOP & BOTTOMBENT PLATE 5/8"J.1JH.922.6'7"8"45°23'STL. BEAMREF. PLAN & SCHEDSTL. COLUMNREF. PLAN & SCHED.1/4TYP.4"TRUSS NO.2W14X48 STL.COLUMN @39'-0"A.F.F.72-S30582-S305BENT PLATE 5/8"W/ (3) 34"Ø A490BOLTS3 SIDES1/41/4TOP & BOTTOMW12X53H.9JSTL. COLUMNREF. PLAN & SCHED.W14X48 BEAM3'-0"DASHED LINEOF TRUSS NO.245'-2-1/2"T/STL. COLUMNT/STL. BEAM45'-0"T/STL. COLUMN45'-1-1/2"T/STL. BEAM39'-0"STL. BEAMREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.W14X48 STL. COLUMN@ 39'-0"A.F.F.38" STIFFENERPLATES38" STIFFENERPLATES BOTH SIDESBENT PLATE 5/8"BENT PLATE 5/8"W12X53J.11'-3"102-S3052-S30592-S3052-S305(3) 34"Ø A490 BOLTSH.9J.1JSTL. COLUMNREF. PLAN & SCHED.38" STIFFENERPLATES45'-1-1/2"38" STIFFENERPLATES BOTH SIDEST/STL. COLUMN3'-0"W12X53 BEAMW14X48 STL.COLUMNDASHED LINEOF TRUSS NO.2T/STL. COLUMN45'-2-1/2"39'-0"6'-1"T/STL. BEAM1'-3"102-S3052-S30592-S3052-S305W14X48T/STL. BEAM39'-0"T/STL. BEAM45'-0"23'T/STL. COLUMN45'-2-1/2"W14X48 STL.COLUMNTRUSS NO.26'-1"1/4TYP.STL. COLUMN BEYONDREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.W14X48 STL. BEAMSTL. BEAMREF. PLAN & SCHED.1/4T/STL. BEAM39'-0"23'T/STL. COLUMN45'-2-1/2"STL. COLUMNREF. PLAN & SCHED.W14X48 STL. BEAMSTL. BEAMREF. PLAN & SCHED.2"BENT PLATE 5/8"W12X53 BEAMFPFPFPFP38" STIFFENERPLATES BOTH SIDES38" STIFFENERW12X53 BEAMW14X48STL. COLUMNREF. PLAN & SCHED.W14X48 STL.COLUMNTRUSS NO.2REF. PLAN & SCHED.STL. COLUMNREF. PLAN & SCHED.W14X109 STL.COLUMNSTL. BEAMREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.TRUSS NO.2REF. PLAN & SCHED.BENT PLATE 5/8"BENT PLATE 5/8"7X8X9X5/8BENT PLATE(3)34"Ø A490BOLTS7X1'-8"X9X5/8BENT PLATE(3)34"Ø A490BOLTSHSS 8X8X5/8" (TYP)1/4FULL WELDEDGRIND TO FINISHAWS D1.1E70XXHSS 6X6X1/4" (TYP)CLCL1'-0"1'-0"2'-0"1/4AWS D1.138" STIFFENERPLATES BOTH SIDES1/41/45/8" PLATETERMINAL "B" ROOF TRUSSES AND FRAMINGDETAILSJOSE 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 II\2-S305.dwg Aug 08, 2017 - 9:52am daranAS SHOWN07-14-2017S120142-S305TRUSS DETAIL3 3/4" = 1'-0"SECTION7 3/4" = 1'-0"SECTION8 3/4" = 1'-0"SECTION9 3/4" = 1'-0"SECTION10 3/4" = 1'-0"TRUSS DETAIL4 3/4" = 1'-0"TRUSS DETAIL5 3/4" = 1'-0"TRUSS DETAIL6 3/4" = 1'-0"STEEL CONNECTION PERSPECTIVE VIEWN.T.S.STEEL CONNECTION PERSPECTIVE VIEWN.T.S.STEEL PLATE CONNECTION N.T.S.STEEL PLATE CONNECTION N.T.S.BRACKET SIDE ELEVATION2B 3/4" = 1'-0"TRUSS ANDNOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET126
25.2'22.6'24'STL. BEAMREF. PLAN & SCHED3'-6"STL. COLUMNREF. PLAN & SCHED.W14X48TRUSS NO.1132-S30625.2'22.6'24'STL. BEAMREF. PLAN & SCHED132-S306STL. COLUMNREF. PLAN & SCHED.TRUSS NO.11'-6"STABILIZER PLDO NOT WELDTOP CHORDTO STABILIZERPLATE (TYP.)25.2'TRUSS NO.1W14X48STL. COLUMNREF. PLAN & SCHED.142-S3062-S30612" STABILIZER PLDO NOT WELDTOP CHORDTO STABILIZERPLATE (TYP.)45'-9"T/STL. COLUMN45'-0"T/STL. BEAM39'-0"T/STL. BEAMSTL. BEAMREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.45'-9"T/STL. COLUMN45'-0"T/STL. BEAM39'-0"T/STL. BEAMTRUSS NO.1STL. COLUMN BEYONDREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.STL. BEAMREF. PLAN & SCHED.12" STABILIZER PLDO NOT WELD TOPCHORD TO STABILIZERPLATE (TYP.)1/4TYP.1/4W14X4812" STABILIZER PLDO NOT WELD TOPCHORD TO STABILIZERPLATE (TYP.)TRUSS NO.1STL. COLUMN BEYONDREF. PLAN & SCHED.W14X48TERMINAL "B" ROOF TRUSSES AND FRAMINGDETAILSJOSE 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 II\2-S306.dwg Aug 08, 2017 - 9:52am daranAS SHOWN07-14-2017S120142-S306TRUSS DETAIL11 3/4" = 1'-0"TRUSS DETAIL12 3/4" = 1'-0"TRUSS NO.1 ELEVATION 13 3/4" = 1'-0"SECTION14 3/4" = 1'-0"STEEL CONNECTION PERSPECTIVE VIEWN.T.S.NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET127
MTL.DECK20'STL.COLUMNBEYONDRE: PLAN & SCHEDB/ DECKVARIESSTL. BEAMRE: PLAN &SCHED21'22'23'24'STL. TRUSSRE: PLAN & SCHEDVARIESSTL. BEAMRE: PLAN &SCHED21/8TYP1/82MTL. DECK21/8TYP21/8STL. JOISTRE: PLAN & SCHEDB/ DECKVARIESSTL. TRUSSRE: PLAN & SCHED20'21'22'23'24'K.10T/STEEL47'-2 1/2"T/STEEL47'-2 1/2"TRUSS #2STL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDLSLOPEK.10T/STEEL47'-2 1/2"STL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDLSLOPE25'T/STEELVARIESSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDL3 1/2X3 1/23/16 CONT.21/8TYP21/825'T/STEELVARIESSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDL3 1/2X3 1/23/16 CONT.CL21/81/8TYP225'CLB/DECKVARIESSTL. COLUMNBEYONDSTL. JOISTRE: PLAN & SCHEDL3 1/2X3 1/23/16CONT.T/STL. BEAM45'-0"T/STL. BEAM39'-0"STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDHSS WINDOWFRAMING. REF. PLANHSS6X6X1/4STUB COLUMN.REF PLANVARIES21/8TYP21/81/41/4TRUSS (VARIES)B/DECKVARIEST/STL. BEAM45'-0"T/STL. BEAM39'-0"STL. BEAMRE: PLAN & SCHEDSTL. COLUMNBEYOND24'STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDKT/STEELVARIESVARIESSTEEL COLT/EXISTING38" STIFFNERPLATESBOTH SIDESSTL. COLUMNREF. PLAN &SCHEDULEW10X77W10X77HSS8X8X1/2HSS8X8X1/2HSS8X8X1/2HSS8X8X1/238" GUSSTE PLEXISTINGSTL. BEAMEXISTINGSTL. BEAMEXISTINGSTL. COLUMNCOLUMNSPLICES REFER TO2-S30818.6'T/STEELVARIESSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDL3 1/2X3 1/23/16 CONT.VARIESSTEEL COLT/EXISTING38" STIFFNERPLATESBOTH SIDESSTL. COLUMNBEYONDEXISTINGSTL. BEAMEXISTINGSTL. COLUMN102-S30721/8TYP21/8TERMINAL "B" ROOF TRUSSES ANDFRAMING DETAILSJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE II\2-S307.dwg Aug 08, 2017 - 9:52am daranAS SHOWN07-14-2017S120142-S307SECTION1 3/4" = 1'-0"SECTION2 3/4" = 1'-0"SECTION3 3/4" = 1'-0"SECTION7 3/4" = 1'-0"SECTION5 3/4" = 1'-0"SECTION4 3/4" = 1'-0"SECTION8 3/4" = 1'-0"SECTION10 3/4" = 1'-0"SECTION9 3/4" = 1'-0"SECTION6 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET128
STL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSLOPESTL. BEAMRE: PLAN & SCHEDCLH.9T/STEEL45'-2 1/2"B/TRUSS39'-0"TRUSS #3STL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDJSLOPECL18.6'STL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/23/16 CONT.STL. BEAMRE: PLAN &SCHEDSTL. COLUMNRE: PLAN & SCHEDT/STEEL COLUMN45'-2 1/2"T/STEEL COLUMN45'-0"8"PL 1'-0"X8"1/2"FPE70FP1'-0"EXISTING STL.COLUMN TO BEREMAINSTL. COLUMNREF. PLAN & SCHED.AT COLUMN WEBK8"PL 1'-0"X8"1/2"FPE70FP1'-0"EXISTING STL.COLUMN TO BEREMAINSTL. COLUMNREF. PLAN & SCHED.AT COLUMN FLANGE18.6STEEL COLUMNREF. PLANCLCLCLSTEEL BEAMREF. PLANEXISTING STEELBEAMEXISTING STEELBEAMREFER TO PLAN172-S3082-S308T.O.S. LOW ROOFELEV. = 30'-8 5/8"18.6162-S3082-S308EXISTING STEELJOISTEXISTING STEELCOLUMNEXISTING STEELBEAM TO BE CUTTEDMTL. ROOF DECK1'-2" (V.I.F.)K SERIES ROOFJOIST TO REMAIM (V.I.F.)EXISTING W14X22TO REMAIN (V.I.F.)T.O.S. LOW ROOFELEV. = 30'-8 5/8"K.10L21/8TYP1/82MTL. ROOF DECKSTEEL BEAMREF. PLANT.O.S. LOW ROOFELEV. = 30'-8 5/8"STEEL COLUMNREF. PLANK.10LT/ STEELELEV. = 14'-8"STEEL BEAMREF. PLANEXISTINGSTEEL BEAM TO BE CUTTEDTERMINAL "B" ROOF TRUSSES ANDFRAMING DETAILSJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE II\2-S308.dwg Aug 08, 2017 - 9:52am daranAS SHOWN07-14-2017S120142-S308SECTION11 3/4" = 1'-0"SECTION13 3/4" = 1'-0"SECTION12 3/4" = 1'-0"COLUMN SPLICE DETAIL 1 1/2" = 1'-0"14SECTION15 3/4" = 1'-0"SECTION16 3/4" = 1'-0"SECTION17 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET129
20.7'B/DECKREF. PLANSTL. JOISTRE: PLAN & SCHEDL3 1/2X3 1/23/16 CONT.STL. BEAMRE: PLAN & SCHED34"Ø A36CAP PLATE38" STIFFENERPLATES BOTH SIDES1/41/4BOTHSIDESHSS COLUMN.REF. PLAN21/8TYP1/82(4)34"Ø A490BOLTSSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDSTL. COLUMN.REF. PLANB/DECKREF. PLAN38" STIFFENERPLATES BOTHSIDES1/41/4BOTHSIDES32-S3092-S30921.7'23'25.2'21/8TYP1/82(4)34"Ø A490BOLTSSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDCLSTL. COLUMN.REF. PLANB/DECKREF. PLAN38" STIFFENERPLATES BOTH SIDESSTL. BEAMRE: PLAN & SCHEDCLH'2"6"2"(4)34"Ø A490BOLTSSTL. BEAMRE: PLAN & SCHEDB/DECKREF. PLAN21.7'STL. COLUMN.REF. PLANSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHED1/41/4BOTHSIDES38" STIFFENER PLATEHSS2-1/2"X2-1/2X 146"21/8TYP1/82(4)34"Ø A490BOLTSSTL. BEAMRE: PLAN & SCHEDB/DECKREF. PLAN23'STL. COLUMN.REF. PLANSTL. JOISTRE: PLAN & SCHED38" STIFFENERPLATES BOTH SIDES1/41/4BOTHSIDES25.2'6"(4)34"Ø A490BOLTS21/8TYP1/82STL. BEAMRE: PLAN & SCHEDB/DECKREF. PLANHSS COLUMN.REF. PLANSTL. JOISTRE: PLAN & SCHED38" STIFFENERPLATES BOTH SIDES1/41/4BOTHSIDES23'25.2'72-S3092-S3093"6"3"21/8TYP1/82(4)34"Ø A490BOLTSSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDCLHSS COLUMN.REF. PLANB/DECKREF. PLAN38" STIFFENERPLATES BOTH SIDESK'L3 1/2X3 1/2X3/16 CONT.112"112"(4)34"Ø A490BOLTSSTL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDCLSTL. COLUMN.REF. PLAN38" STIFFENERPLATES BOTH SIDESF'L3 1/2X3 1/23/16 CONT.B/DECKREF. PLAN6"(4)34"Ø A490BOLTSSTL. BEAMRE: PLAN & SCHEDB/DECKREF. PLAN25'HSS COLUMN.REF. PLANSTL. JOISTRE: PLAN & SCHED38" STIFFENERPLATES BOTH SIDES1/41/4BOTHSIDESL3 1/2X3 1/23/16 CONT.3"6"3"21/8TYP1/82(4)34"Ø A490BOLTSSTEEL CANOPY "A" FRAMING SECTIONSAND DETAILSJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE II\2-S309.dwg Aug 08, 2017 - 9:52am daranAS SHOWN07-14-2017S120142-S309SECTION1 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"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET130
STL. COLUMNBEYOND20'21'23'24'22'25'SIM.11/811/8JOIST GIRDER BOTTOM CHORD BRACESAS REQUIRED BY SJI SPECIFICATIONSAND JOIST GIRDER DESIGN (UPLIFT) TOBE SUPPLIED BY JOIST SUPPLIER. DO NOTWELD BRACES UNTIL ALL ROOF DEADLOADS ARE APPLIEDBY JOISTSUPPLIER TYPADDITONAL ROW OF HORIZBRIDGING AT FIRSTBOTTOM CHORD PANELPOINT FOR UPLIFT TYP(2) 1/2" DIA ERECTIONBOLTS AT EACH JOIST TYPHSS3 1/2x2 1/2x1/4 BETWEENJOIST IN FIRST (2) BAYSFROM PERIMETER. HSSOFFSET FROM GRID LINE RE:PLAN FOR LOCATION3/16 33/16 3JOIST TOJOIST GIRDERWELD3/16 3-10HSS TO JOISTTOP CHORDWELDB/DECKVARIESSTEEL BEAM REFER TOPLAN & SCHEDULESTEEL BEAM REFER TOPLAN & SCHEDULE20'21'23'24'22'25'SIM.32-S3102-S310STL. COLUMNREF. PLAN AND SCHED.STL. JOIST GIRDERREF. PLAN AND SCHED.B/DECKSTABILIZER PL- 1/2"x6"x0'-6"(MIN) W/ 13/16 DIA HOLE FORCONNECTION OF TEMPORARYBRACING GUYING CABLES TYPL6X6X12 W/1/2" STIFFNER& (2)34"Ø A490 BOLTSNMB/DECK18'-2"STEEL BEAM REFER TOPLAN & SCHEDULESTL. COLUMNREF. PLAN AND SCHED.STL. JOIST GIRDERREF. PLAN AND SCHED.L3 1/2X3 1/23/16 CONT.STL. JOISTREF. PLAN AND SCHED.STABILIZER PL- 1/2"x6"x0'-6"(MIN) W/ 13/16 DIA HOLE FORCONNECTION OF TEMPORARYBRACING GUYING CABLES TYPDO NOT WELD BOTTOMCHORD TO STABILIZERPLATE TYPSLOPEL6X6X12 W/1/2" STIFFNER& (2)34"Ø A490 BOLTSCLEXISTING8" CMU WALL L3 1/2X3 12 3/16 CONT.B/DECKVARIES8X8X12X58" BENT PLATEW/1/4" STIFF (TYP.)BOLTED TO EXISTING CMUWALL W/(4)58"Ø HILTI KWIKBOLTS III. 6" MIN.EMBEDMENT. MORTARFILLED CELLS (V.I.F.)STL. JOISTREF. SCHED.62-S3102-S310CLSTL. JOISTREF. SCHED.L3 1/2X3 1/23/16CONT.52-S3102-S31042-S3102-S310DASHED LINE OF EXISTINGELEVATOR SHAFT CMU WALLCORNER8X8X12X58" BENT PLATEW/1/4" STIFF (TYP.) BOLTEDTO EXISTING CMU WALLW/(4)58"Ø HILTI KWIK BOLTS III.6" MIN. EMBEDMENTREF. PLANCLREF. PLAN8" CMU WALLREFER TO SCHED. FOR REINF.B/DECKVARIES(2) C-CHANNELREF. SCHED.L3 1/2X3 1/23/16 CONT.6"1/4TYP8"L2 12"X2 1/2X 14 X LENGHTREQ'D FOR DECK SUPPORTL6X6X3/8X8 LONG W/ SIFFPL 38" (2) 58"Ø EXP. BOLTSEXISTING CONCRETECMU WALLEXISTING CONCRETECMU WALL82-S3102-S310EXISTING8" CMU WALLC-CHANNELRE: PLAN & SCHEDL6X6X3/8X8 LONG W/STIFF PL 38" (2) 58"Ø HILTIKWIK BOLTS III 4" MIN.EMBEDMENTL3 1/2X3 1/23/16 CONT.L2 12"X2 1/2X 14 X LENGHTREQ'D FOR DECK SUPPORTB/DECKVARIES(2) C-CHANNELREF. SCHED.L3 1/2X3 1/23/16 CONT.STL. JOISTREF. SCHED.21/8TYP1/82EXISTING HSS12X12X58 COLUMN (V.I.F.)B/DECKVARIESSTL. BEAMRE: PLAN & SCHED3"
11
2"(2) C-CHANNELREF. SCHED.L3 1/2X3 1/23/16 CONT.L2 12"X2 1/2X 14 X LENGHTREQ'D FOR DECK SUPPORT3"
11
2"EX112-S3102-S310CLC-CHANNELRE: PLAN & SCHEDL3 1/2X3 1/23/16 CONT.STL. BEAMREF. SCHED.STL. JOISTREF. SCHED.SLOPE18'-2B/DECK1/43 SIDES1/4L3X3X1/2X6 LONGW/ (2)34"Ø A490 BOLTSTO STEEL BEAM20'21'23'24'22'25'SIM.STL. COLUMNREF. PLAN AND SCHED.STL. JOIST GIRDERREF. PLAN AND SCHED.B/DECK3" MIN.L2 12"X2 1/2X 14 X LENGHTREQ'D FOR DECK SUPPORTSTABILIZER PL- 1/2"x6"x0'-6"(MIN) W/ 13/16 DIA HOLE FORCONNECTION OF TEMPORARYBRACING GUYING CABLES TYPL6X6X12 W/1/2" STIFFNER& (2)34"Ø A490 BOLTSEXISTING HSS12X12X58 COLUMN (V.I.F.)(2) C-CHANNELREF. SCHED.EXSTL. BEAMRE: PLAN & SCHEDL6X6X3/8W/3/8" PL STIFF L3 1/2X3 12 3/16 CONT.B/DECKVARIES8X8X12X58" BENT PLATEW/1/4" STIFF (TYP.)BOLTED TO EXISTING CMUWALL W/(4)58"Ø HILTI KWIKBOLTS III. 6" MIN.EMBEDMENT.MORTARFILLED CELLSSTL. JOISTREF. SCHED.62-S3102-S3108" CMU WALLREFER TO SCHED.FOR REINF.STEEL CANOPY "B" FRAMING SECTIONSAND DETAILSJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE II\2-S310.dwg Aug 08, 2017 - 9:52am daranAS SHOWN07-14-2017S120142-S310SECTION1 3/4" = 1'-0"SECTION5 3/4" = 1'-0"SECTION6 3/4" = 1'-0"SECTION7 3/4" = 1'-0"SECTION8 3/4" = 1'-0"SECTION10 3/4" = 1'-0"SECTION2 3/4" = 1'-0"SECTION3 3/4" = 1'-0"SECTION4 3/4" = 1'-0"SECTION9 3/4" = 1'-0"SECTION11 3/4" = 1'-0"SECTION12 3/4" = 1'-0"SECTION13 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET131
EXSTL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.T/STL. BEAM16'-3"(EXISITNG)B/DECK15'-5 1/2CLSTL. JOISTRE: PLAN& SCHEDT/STL. BEAM15'-3"(EXISITNG)3/163/162 @ 122 @ 1216.2STL. JOISTRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.STL. BEAMRE: PLAN & SCHED16.7B/DECK15'-5 1/2STL. COLUMNRE: PLAN & SCHED38" STIFFENERPLATES BOTH SIDES1/41/4BOTHSIDES38" CAP PLATE38" CAP PLATE1/41/4TYP.EXSTL. BEAMRE: PLAN & SCHEDL6X6X58W/(2) 38" STIFFNERST/STL. BEAM15'-3"CL1/41/4TYP.1/41/43 SIDESEXSTL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.T/STL. BEAM15'-3"STL. BEAMRE: PLAN& SCHEDCLCLHSS2-1/2"X2-1/2X 14STL. COLUMNRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHED1/41/4TYP.38" CAP PLATE1/81/82 @ 122 @ 12EXSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDCLT/STL. BEAM15'-3"L6X6X58W/(2) 38" STIFFNERS1/41/43 SIDES1/81/82 @ 122 @ 12STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN& SCHEDL3 1/2X3 1/2X3/16 CONT.T/STL. BEAM15'-3"CLCLCLSTL. BEAMRE: PLAN& SCHEDCLHSS2-1/2"X2-1/2X 14STL. BEAMRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHED1/81/82 @ 122 @ 121/81/82 @ 122 @ 12STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN& SCHEDL3 1/2X3 1/2X3/16 CONT.T/STL. BEAM15'-3"CLCLHSS2-1/2"X2-1/2X 141/81/82 @ 122 @ 12STL. BEAMRE: PLAN & SCHEDT/STL. BEAM15'-3"CLHSS2-1/2"X2-1/2X 14STL. BEAMRE: PLAN & SCHEDT/STL. BEAM15'-3"STL. BEAMRE: PLAN & SCHEDM.4CLSTL. COLUMNRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHED38" STIFFENERPLATES BOTH SIDESSTL. BEAMRE: PLAN & SCHEDCLL3 1/2X3 1/2X3/16 CONT.T/STL. BEAM15'-3"1/81/82 @ 122 @ 12TYP.T/STL. BEAM15'-3"CLSTL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHEDSTL. BEAMRE: PLAN& SCHEDHSS2-1/2"X2-1/2X 141/41/4TYP.STL. BEAMRE: PLAN & SCHEDT/STL. BEAM15'-3"CLSTL. COLUMNRE: PLAN & SCHEDSTL. JOISTRE: PLAN & SCHED38" STIFFENERPLATES BOTH SIDES1/41/4BOTHSIDES1/41/422TYP.1/41/4TYP.STL. BEAMRE: PLAN& SCHEDHSS2-1/2"X2-1/2X 14L3 1/2X3 1/2X3/16 CONT.T/STL. BEAM15'-3"CL1/41/42 @ 122 @ 12TYP.T/STL. BEAM15'-3"CLHSS2-1/2"X2-1/2X 14STL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.CLSTL. BEAMRE: PLAN& SCHEDM.41/81/82 @ 122 @ 12STEEL CANOPY "C" FRAMING SECTIONSAND DETAILSJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE II\2-S311.dwg Aug 08, 2017 - 9:52am daranAS SHOWN07-14-2017S120142-S311SECTION1 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"SECTION9A 3/4" = 1'-0"SECTION10 3/4" = 1'-0"SECTION11 3/4" = 1'-0"SECTION12 3/4" = 1'-0"SECTION13 3/4" = 1'-0"SECTION9B 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET132
STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN& SCHEDL3 1/2X3 1/2X3/16 CONT.T/STL. BEAM15'-3"CLHSS2-1/2"X2-1/2X 14CL1/81/82 @ 122 @ 12STL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.T/STL. BEAM15'-3"CLHSS2-1/2"X2-1/2X 14CLSTL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDSTL. BEAMRE: PLAN& SCHEDSTL. JOISTREF: PLAN & SCHED13.214.8OH.1/81/82 @ 122 @ 12T/STL. BEAM15'-3"HSS2-1/2"X2-1/2X 14STL. BEAMRE: PLAN & SCHEDCL1/81/82 @ 122 @ 126'-0"ATTACH WITH #12 TEKSCREWS SPACED @10" O.C. ALL AROUND.L5x5x3/8"STEEL JOIST REF.PLAN & SCHED.6'-0" X 8'-3"SKYLIGHTBY OTHERS.CL1/43 SIDES(TYP)CLATTACH WITH #12 TEKSCREWS SPACED @10" O.C. ALL AROUND.3 SIDES (TYP)1/48'-3"1/43 SIDES(TYP)6'-0" X 8'-3"SKYLIGHTBY OTHERS.STEEL JOIST REF.PLAN & SCHED.L5x5x3/8"T/STL. BEAM15'-3"CLSTL. BEAMRE: PLAN& SCHEDCLM.4L3 1/2X3 1/2X3/16CONT.HSS2-1/2"X2-1/2X 14STL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDSTL. JOISTREF: PLAN & SCHED1/81/82 @ 122 @ 12STL. BEAMRE: PLAN& SCHEDL3 1/2X3 1/2X3/16 CONT.T/STL. BEAM15'-3"HSS2-1/2"X2-1/2X 14STL. BEAMRE: PLAN & SCHEDCLM.41/81/82 @ 122 @ 12EXL3 1/2X3 1/2X3/16CONT.T/STL. BEAM16'-3"(EXISITNG)B/DECK15'-5 1/2T/STL. BEAM15'-3"(EXISITNG)STL. JOISTRE: PLAN & SCHEDPL12X18X1/21/81/82 2 EXSTL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN & SCHEDL3 1/2X3 1/2X3/16 CONT.T/STL. BEAM15'-3"CLCLHSS2-1/2"X2-1/2X 14STL. BEAMRE: PLAN & SCHEDEXCLEXISTING COLUMNTO .V.I.F.1/41/43 SIDES1/41/43 SIDESL6X6X58W/(2) 38" STIFFNERSTYP.1/81/82 @ 122 @ 12T/STL. BEAM15'-3"CLSTL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDSTL. BEAM RE: PLAN& SCHEDULEHSS2-1/2"X2-1/2X 14STL. BEAM RE: PLAN& SCHEDULECLSTL. BEAMRE: PLAN& SCHEDCLM.4L3 1/2X3 1/2X3/16CONT.STL. BEAMRE: PLAN & SCHEDSTL. COLUMNRE: PLAN & SCHEDSTL. JOISTREF: PLAN & SCHEDCLM.7STL. BEAMRE: PLAN & SCHEDSTL. BEAMRE: PLAN& SCHEDL3 1/2X3 1/2X3/16 CONT.T/STL. BEAM15'-3"CLHSS2-1/2"X2-1/2X 14CLSTL. COLUMNRE: PLAN & SCHED38" STIFFENERPLATESBOTH SIDES1/81/82 @ 122 @ 121/81/82 @ 122 @ 12STEEL CANOPY "C" FRAMING SECTIONSAND DETAILSJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE II\2-S312.dwg Aug 08, 2017 - 9:52am daranAS SHOWN07-14-2017S120142-S312SECTION14 3/4" = 1'-0"SECTION15 3/4" = 1'-0"SECTION16 3/4" = 1'-0"SECTION17 3/4" = 1'-0"SECTION18 3/4" = 1'-0"SECTION19 3/4" = 1'-0"SECTION20 3/4" = 1'-0"SECTION21 3/4" = 1'-0"SECTION22 3/4" = 1'-0"SECTION23 3/4" = 1'-0"SECTION24 3/4" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET133
15'-2"MEZZ LEVEL0'-0"F.F.E.LEV.33'-10"T/WINDOW FRAMEHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4NOTE: FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGS45'-0"T/STEEL BEAMSIM.SIM.18.620'21'22'23'24'25'23.5'EXISTINGSTEEL COLUMN H.T.W12X40W12X4021'-0"T/WINDOW FRAME20'-6"T/CMU WALLHSS6X6X1/4HSS8X8X1/2HSS8X8X1/2HSS8X8X1/2HSS8X8X1/238" GUSSETPLATEW12X40W12X40W12X40W12X40W12X87W12X87W12X87W12X87W12X87W12X87W12X87W14X109W12X40W12X4031'-8"T/STEEL BEAM32-S401 2-S50112-S401 2-S50252-S50332-S50332-S503D2-S503B2-S503B2-S503D2-S503A2-S503D2-S503D2-S50342-S50339'-0"T/STEEL BEAMOHOHEXISTINGSTEEL COLUMN H.T.EXISTINGSTEEL COLUMN H.T.H.9K.9J.7K.315'-2"MEZZ LEVELT/WINDOW FRAME47'-2 1/2"T/STEEL45'-2 1/2"T/STEEL0'-0"F.F.E.HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4NOTE: FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGSTRUSS NO.1TRUSS NO.2OHT/STL. BEAM45'-0"T/STL. BEAM39'-0"W10X77LJ22-S401 2-S503W12X87W12X87W12X87W12X40W12X40W12X40W12X4021'-0"T/WINDOW FRAME20'-6"T/CMU WALL12-S401 2-S50122-S401 2-S50162-S503A2-S503C2-S503J2-S503H2-S50333'-10"20'21'22'23'24'25'18.615'-2"MEZZ LEVEL0'-0"F.F.ELEV.21'-0"T/WINDOW FRAME33'-10"T/WINDOW FRAMEHSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4NOTE: FOR OPENINGS ANDWINDOW LOCATION REFERTO ARCH DRAWINGS47'-2 1/2"T/STEEL COLUMN20'-6"T/CMU WALLSIM.SIM.11'-6"B/STL LINTELSIM.HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4EXISTINGSTEEL COLUMN H.T.23.5'HSS8X8X1/2HSS8X8X1/2HSS8X8X1/2HSS8X8X1/238" GUSSETPLATEW12X87W12X87W12X87W12X87W12X87W12X87W12X87W12X40W12X40W12X40W12X40W12X40W12X40HSS6X6X1/4HSS6X6X1/416'-8"DOOR ROUGH OPENING REF. ARCHHSS6X6X1/4W14X10932-S401 2-S50242-S401 2-S50212-S401 2-S503F2-S503F2-S503A2-S503F2-S503F2-S50342-S50352-S503C2-S503H2-S503H2-S503H2-S503H2-S50332-S50320.7'20.3'32-S50342-S503OHOHELEVATOR ROOM(EXISTING)19'-112"TOP OF JOIST GIRDERC2-S50330'-8-5/8"T/STL. BEAMLOWER ROOFHSS8X8X1/2HSS8X8X1/2HSS8X8X1/2HSS8X8X1/238" GUSSETPLATEHSS8X8X1/2HSS8X8X1/2HSS8X8X1/2HSS8X8X1/238" GUSSETPLATELKJK.7J.5EXISTINGT/STEEL COLUMN47'-2 1/2"T/STEEL0'-0"F.F.ELEV.16'-3" EXISTING ( V.I.F.)T/STEEL BEAM45'-2 1/2"T/STEELEXISTINGT/STEELW10X77W10X77W14X109W14X109W14X10922-S401 2-S50252-S50342-S503SIM.32-S503SIM.42-S50332-S503SIM.OHSIM.OH52-S50342-S503SIM.32-S503SIM.EXISTINGT/PARAPETBEAM @16'-3" TO BE REMOVED (V.I.F.)EXISTING STEEL COLUMN TO REMAINJOSE 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 II\2-S401.dwg Aug 08, 2017 - 9:52am daranTERMINAL "B" FRAMING ELEVATIONS07-14-2017S12014AS SHOWN 1/8" = 1'-0"REAR ELEVATION 22-S401 1/8" = 1'-0"SIDE ELEVATION 3 1/8" = 1'-0"FRONT ELEVATION 1 1/8" = 1'-0"SIDE ELEVATION 4NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET134
2ND LEVEL15'-2"5'-4"6"12'-4" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS H.T.6"STEEL JOISTREFER TO PLANSTEEL JOISTREFER TO PLANSTEEL BEAMREFER TO PLANT/STEEL39'-0"T/STEEL33'-10"6"22.6'T/STEEL COLUMN45'-9"T/STUB COL8" CMU: #5 AT 40"OCGROUT CELLS WITHREINFORCING SOLID.HOLD REINF. BAR ATCENTER OF CELL3"T/CMU WALL20'-6"HSS WINDOW FRAMEREF. SCHEDULESOLID GROUTEDLINTLE TIE-BEAM(BOND-BEAM) WITH(1) #4 CONT.4"8"HSS WINDOW FRAMEREF. SCHEDULEL 3 1/2X3 /2X14" CONT.VARIEST/STEEL21'-0"F.F.ELEV.0'-0"REFERTO SCHEDREFER TO SCHEDULE23'2ND LEVEL15'-2"5'-4"6"12'-4" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS H.T.6"STEEL BEAMREFER TO PLANT/STEEL45'-0"T/STEEL39'-0"T/STEEL33'-10"T/STEEL21'-0"STEEL BEAMREFER TO PLAN12" HSS COLUMNBEYOND REF. PLAN& SCHED.8" CMU: #5 AT 40"OCGROUT CELLS WITHREINFORCING SOLID.HOLD REINF. BAR ATCENTER OF CELLC OFSTL. BEAML8"STL. COLUMN BEYONDREF. PLAN & SCHED.T/CMU WALL20'-6"STL. BEAMREF. PLANSTL. BEAMREF. PLANTRUSS (VARIES)8"-18GA. METAL STUDSAT 16" O.C. MAX., TYP.8"-18GA. METAL STUDSAT 16" O.C. MAX., TYP.4X4X4"-16 GA.CLIP WITH(4) 0.145 PAF TO STEELAND (4) #10 TEKSCREWS TO STUD, TYP.CONT. 18 GA. TRACK W/(1)#10 TEK SCREW TOSTUD EA. SIDE & (4) 1/4"DIA. X 1 3/4" EMBEDTAPCONS TO CMU (TYP)HSS2-1/2"X2-1/2X 14L3 1/2X3 1/2X3/16 CONTSTEEL JOISTREFER TO PLANSTEEL JOISTREFER TO PLANHSS WINDOW FRAMEREF. SCHEDULEE/2-S503E/2-S5035'-4"E/2-S503E/2-S503F.F.ELEV.0'-0"REFER TOSCHEDREFER TOSCHEDULESOLID GROUTEDLINTLE TIE-BEAM(BOND-BEAM) WITH(1) #4 CONT.T/STEELJH.92ND LEVEL15'-2"45'-2 1/2"T/STEEL39'-0"STEEL BEAMREF. PLAN & SCHED.20'-6"T/CMU WALLT/STEEL33'-10"REFER TOSCHEDREFER TOSCHEDULE21'-6"T/STEEL12'-4" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS H.T.10"6"4"5'-10"F.F.E. LEVEL0'-0"T/WALL14'-8"REFERTO SCHEDREFER TOSCHEDULE8" CMU: #5 AT 40"OCGROUT CELLS WITHREINFORCING SOLID.HOLD REINF. BAR ATCENTER OF CELLPRE-ENGINEEREDMETAL TRUSSESSTL. COLUMN BEYONDREF. PLAN & SCHED.STEEL BEAMREF. PLANCONCRETE LINTELREFER TO PLAN4'-0"4'-0"T/WALL OPENING4'-0"SOLID GROUTEDLINTLE TIE-BEAM(BOND-BEAM) WITH(1) #4 CONT.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 II\2-S501.dwg Aug 08, 2017 - 9:52am daranTERMINAL "B" WALL SECTIONS07-14-2017S12014AS SHOWN2-S501WALL SECTION1WALL SECTION2WALL SECTION3 3/8" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET135
T/STEEL45'-2 1/2"T/STEEL39'-0"T/STEEL31'-6"STEEL BEAMREF. PLANF.F.E.0'-0"T/WALL14'-8"8" CMU: #5 AT 40"OCGROUT CELLS WITHREINFORCING SOLID.HOLD REINF. BAR ATCENTER OF CELLPRE-ENGINEEREDMETAL TRUSSES20'-6"T/CMU WALLJH.9REFER TOSCHEDREFER TOSCHEDULE4"REFERTO SCHEDREFER TOSCHEDULE9'-4"1'-4"C/STEEL PLATE10'-0"3'-2"3'-2"3'-2"3'-2"EMBEDPLATE NO.1UNISTRUT METALFRAMING CHANNEL SYSTEMCLCLCLCLCLSTEEL JOISTREF. PLAN1"Ø STAINLESS STEELCABLE TYP. (12" SAG)18.6T/EXISTING BEAM (V.I.F.)16'-3"F.F.E. LEVEL0'-0"T/ STL. COLUMNEXISTINGNEW STEEL COLUMN (VARIES)EXISTING STEELCOLUMN TO BESPLICE (V.I.F.)EXISTING FOOTINGSTEEL BEAMREF. PLANT/ STL. COLUMNVARIESHSS8X8X12 CROSSBRACINGEXISTING STEELBEAM (V.I.F.)EXISTING HSS12X12X12BEAM @16'-3" TO BEREMOVED (V.I.F.)T/ STL. BEAM24'-0"STEEL BEAMREF. PLANK.107'-0" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS H.T.6"F.F.ELEV.0'-0"12'-5"T/STEEL7'-6"T/STEEL21'-0"T/STEEL47'-2-1/2"T/STEEL12'-4" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS H.T.6"33'-10"T/STEEL3"LSTEEL BEAMREF. PLANREFER TOSCHEDULEREFER TOSCHED6"GRIDGRIDF.F.ELEV.0'-0"14'-8"T/STEEL47'-2-1/2"T/STEEL12'-4" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS H.T.6"EXISTINGT/ STEEL COLUMNNEW STEEL COLUMN (VARIES)HSS8X8X12 CROSSBRACINGSTEEL BEAMREF. PLANREFER TOSCHEDREFER TOSCHEDULET/CMU WALL20'-6"8" CMU: #5 AT 40"OCGROUT CELLS WITHREINFORCING SOLID.HOLD REINF. BAR ATCENTER OF CELLSTEEL BEAMREF. PLAN21'-0"T/STEEL1/2" PIN PLATE1"Ø STAINLESS STEELCABLE TYP.(12" SAG)11" (CLOSED) 16" (OPEN)STAINLESS STEELJAW/JAW TURNBUCKLE3"CLCL1/41/4TYP.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 II\2-S502.dwg Aug 08, 2017 - 9:52am daranTERMINAL "B" WALL SECTIONS2-S502WALL SECTION1WALL SECTION2 3/8" = 1'-0" 3/8" = 1'-0"WALL SECTION4 3/8" = 1'-0"WALL SECTION3 3/8" = 1'-0"NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701AS SHOWN07-14-2017S12014208-11-2017 ADDENDUM NO.22CONFORMED SET136
HSS6x6X1/4HSS6X6X1/41/4"FULL WELDEDGRIND TO FINISHHSS6x6X1/4HSS6X6X1/41/4"FULL WELDEDGRIND TO FINISHHSS6X6X1/4HSS6X6X1/41/4"FULL WELDEDGRIND TO FINISHHSS6X6X1/4STEEL COLUMNCLREFER SCHEDEHSS6X6X1/4ECLHSS6X6X1/4STEEL COLUMNREFER SCHEDHSS6X6X1/4HSS6X6X1/41/4"FULL WELDEDGRIND TO FINISHISTEEL BEAMREFER SCHEDIHSS6X6X1/4CLSTEEL BEAMREFER SCHEDHSS6X6X1/4STEEL COLUMNCLREFER SCHEDGHSS6X6X1/4GCLHSS6X6X1/4STEEL COLUMNREFER SCHED1/4"HSS6X6X1/4HSS6X6X1/4CLCLSTEEL COLUMNREFER SCHEDHSS6X6X1/4CLKSTEEL COLUMNREFER SCHEDKT/STL. BEAMVARIESHSS8X8X1/2HSS6X6X1/4CL3/8" GUSSET PL2"
2"6"1/43 SIDES1/4K.3STEEL BEAM. REF.PLAN & SCHED.STEEL BEAM. REF.PLAN & SCHED.STEEL COLUMNREF. PLANSTEEL JOISTREF. PLANSTUB COLUMNREF. PLANT/STEEL BEAM45'-0"T/STEEL COLUMN46'-6"T/STUB COLUMNVARIES1/41/41/41/4K.10T/STEELELEV 47'-2-1/2"F.F.ELEV.0'-0"2ND LEVEL15'-2"5'-4"6"12'-4" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS H.T.6"REFERTO SCHEDSTEEL COLUMNBEYOND6" HSS WINDOW POSTREF. SCHEDULEB/TRUSS39'-0"8" CMU: #5 AT 40"OCGROUT CELLS WITHREINFORCING SOLID.HOLD REINF. BAR ATCENTER OF CELLSTEEL BEAMREFER TO PLANSTEEL BEAMREFER TO PLANSTEEL TRUSSREFER TO PLANSTEEL JOISTREFER TO PLANT/TRUSSELEV 47'-0"T/WINDOW FRAME33'-10"T/WINDOW FRAME21'-0"T/STEEL14'-8"L2"4"REFER TO SCHEDULE5'-4"CLCLCLT/CMU WALL20'-6"3/8" GUSSET PLCLCLHSS8X8X1/2HSS8X8X1/2HSS8X8X1/2HSS8X8X1/22"6"1'-4"CLCL1'-4"1'-1"1'-1"6"6"1/4TYPICAL1/43/8" GUSSET PLF.F.ELEV.0'-0"2ND LEVEL15'-2"5'-4"6"12'-4" REFER TO ARCH DWGS.FOR FIXED GLASS WINDOWS H.T.25'6"T/STEEL COLUMN46'-6"T/BEAMVARRIESSTEEL JOISTREFER TO PLANSTEEL JOISTREFER TO PLANSTEEL BEAMREFER TO PLAN3"3"7"HSS WINDOW FRAMEREF. SCHEDULEHSS WINDOW FRAMEREF. SCHEDULESTEL. COLUMNBEYOND REFERPLAN & SCHED.6"8" CMU: #5 AT 40"OCGROUT CELLS WITHREINFORCING SOLID.HOLD REINF. BAR ATCENTER OF CELLL 3 1/2X3 /2X14" CONT.T/CMU WALL20'-6"REFER TOSCHEDREFER TOSCHEDULESTEEL BEAMREFER TO PLANT/WINDOW FRAME21'-0"T/STEEL47'-2 1/2"45'-2 1/2"GRIDSTEEL COLUMNREF. PLAN3/8" GUSSET PLSTEEL BEAM. REF.PLAN & SCHED.CLHSS8X8X1/26"2"2"1/43 SIDES1/4TYP. DETAIL1" = 1'-0"TYP. DETAILA2-S401 2-S5031" = 1'-0"TYP. DETAIL1" = 1'-0"TYP. DETAIL1" = 1'-0"TYP. DETAIL1" = 1'-0"TYP. DETAIL1" = 1'-0"TYP. DETAIL1" = 1'-0"TYP. DETAIL1" = 1'-0"TYP. DETAIL1" = 1'-0"TYP. DETAIL1" = 1'-0"TYP. DETAIL1" = 1'-0"DETAIL3/4" = 1'-0"STUB COLUMN DETAILN.T.S.STUB COLUMN-PERSPECTIVE VIEWJOSE 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 II\2-S503.dwg Aug 08, 2017 - 9:53am daranTERMINAL "B" WALL SECTIONSAND DETAILS2-S503WALL SECTION1 3/8" = 1'-0"DETAIL3/4" = 1'-0"DETAIL3/4" = 1'-0"GUSSET PLATE-PERSPECTIVE VIEWN.T.S.WALL SECTION2 3/8" = 1'-0"B2-S401 2-S503C2-S401 2-S503D2-S401 2-S503E2-S401 2-S503F2-S401 2-S503G2-S401 2-S503H2-S401 2-S503I2-S401 2-S503J2-S401 2-S503K2-S401 2-S50332-S401 2-S50342-S401 2-S50352-S401 2-S50362-S401 2-S503NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S70107-14-2017S12014AS SHOWN3/4" = 1'-0"208-11-2017 ADDENDUM NO.22CONFORMED SET137
∠3x3x38"x0'-9"W/ (2) 78"ØHIT-HAS-E+RE500(EMBEDED 5")1/4" WELDED CLOSUREPLATE ON ENDGRIND SMOOTHBENDED CHK'D STPL 316" TYP.MC12x314"11"4"7"1"∠112"x112"x316"x0'-9"∠112"x112"x316"x0'-4"316"0'-0"F.F. ELEV.5'-0"11"TYP.7"TYP.1"TYP.7'-7"3'-6"0'-0"7'-7" (13 RISERS @7")7'-7" AFFSTAIR LANDING15'-2" AFFMEZZ LEVEL7'-7" (13 RISERS @7")FINISH FLOOR ELEV52-S601 2-S601112-S601 2-S60142-S601 2-S60192-S601 2-S60182-S601 2-S601PARTITION AS SHEDULED.REF.: ARCH DWGSHSS 4x4x14"72-S601 2-S601PARTITION AS SHEDULED.REF.: ARCH DWGS24'23'23.6'REFER TO SCHED.REFERTO SCHED.5'-0"11'-0" (12 TREADS @11")3'-4" CLEAR11'-0"(12 TREADS @11")BENDED CHK'DST PL 316" TYP.MC12x31DN6"112-S601 2-S601K.8K.9L3'-0"32-S601 2-S601102-S6011'-10" V.I.F.24'23'23.6'7"11"4"BENDED CHK'D STPL 316" TYP.MC12x31∠112"x112"x316"x0'-9"∠112"x112"x316"x0'-4"MC12x313"LANDING ELEV.1"112-S6012-S601∠312"x312"x316"1.5C24 W/4x4-W4.0 x W4.07'-7"MC12x317"11"4"BENDED CHK'DST PL 316" TYP.8"1"7'-7"LANDING ELEV.W12X35MC12x31HSS 4x4x14"62-S6012-S6011.5C24 W/4x4-W4.0 x W4.0∠312"x312"x316"23.6'MC12x31W12x87BENDED CHK'DST PL 316" TYP.∠4"x4"x38"ST. PL.23'15'-2"MEZZ LEVELMC12x31BENDED CHK'D STPL 316" TYP.∠112"x112"x316"7'-7"LANDING ELEV.PL 6x4x316"-A36(2) BOLTS 58"ØA325-N-STD112"3"112"112"HSS 4x4x14"78"18"18"112"3"112"112"78"W12x35MC12x314"∠312"x312"x316"1.5C24 W/4x4-W4.0 x W4.024'3'-4" CLEARMC12x31BENDED CHK'DST PL 316" TYP.23'23.6'K.8K.93'-0"12'-8"7'-10"UPPARTITION AS SHEDULED.REF.: ARCH DWGS72-S601 2-S601112-S601 2-S60132-S601 2-S601L1'-10" V.I.F.DASHED LINE OFVALANCE ABOVE10"10"7"112"112"HSS 4x4x.25(4) 34"Ø A325 BOLT X 12"BOLTS 9" EMBEDMENTSTL. PL. A3610"x10"x34"(8) #5#3@4"1'-1"1'-1"23.6'K.8K.9MC12x317'-7"LANDING ELEV.HSS 4x4x14"1'-0"STRUCTURAL STAIRS ENLARGED PLAN,SECTIONS AND DETAILSJOSE MIGUEL ORTIZ, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONJMODASJMOJMOwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAREVISIONS# DATEDESCRIPTIONBYJ:\S12014\Architecture\02_Structural\PHASE II\2-S601.dwg Aug 08, 2017 - 9:53am daran 1/2" = 1'-0"STAIR STRUCTURAL SECTION07-14-2017S12014STAIR DETAIL1-1/2" = 1'-0"42-S601 2-S601 1/2" = 1'-0"22-S601 2-S60132-S601 2-S601STAIR DETAIL1-1/2" = 1'-0"82-S601 2-S601STAIR DETAIL1-1/2" = 1'-0"92-S601 2-S601STAIR DETAIL1-1/2" = 1'-0"52-S601 2-S601SECTION1-1/2" = 1'-0"112-S601 2-S601SECTION1-1/2" = 1'-0"62-S601 2-S601 1/2" = 1'-0"STAIR STRUCTURAL PLAN @ GROUND LEVEL12-S601 2-S601COLUMN BASE PLATE (BP3) AND PEDESTAL DETAIL1-1/2" = 1'-0"72-S601 2-S601SECTION1-1/2" = 1'-0"102-S601 2-S601STAIR STRUCTURAL PLAN @ MEZZANINE LEVELAS SHOWN2-S601NOTE:FOR ALL STEEL BEAM TO COLUMNSCONNECTIONS REFER TO SHEET 2-S701208-11-2017 ADDENDUM NO.22CONFORMED SET138
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 II\2-S701.dwg Jun 23, 2017 - 3:48pm daranSTEEL FRAMING CONNECTIONS AND DETAILS1/8" =1'-0"04-28-2016S120142-S701CONFORMED SET139
FIRE ALARM SYMBOLS LEGENDF##RVTWFWFAIMAIMEVACFACPFATCDrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:heet 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. 7143Lic. No. AA2600926Lic. No. LC0000298CPH, Inc.Plans Prepared By:C:\Users\dkramer\Documents\MEP_S12014_03_23_16_dkramer.rvt7/11/2017 12:28:08 PM2-G-FA001PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFIRE ALARM GENERAL NOTES, ABBREVIATIONS,SYMBOLS07-14-2017S12014REVISIONS#DATEDESCRIPTIONBYCPHCPHT NASHT NASHAS NOTEDCONFORMED SET140
1) REFER TO SHEET 2-G-FA101 FOR AREA PLAN.2) REFER TO SHEET 2-G-FA102 AREA PLAN.3) REFER TO SHEET 2-FA-001 GENERAL NOTES.FIRRE ALAARM RTERMINATE DEVICES TO EXISTING OR EXTENDEDCIRCUIT PER LOAD CAPACITY AND AHJ.RISER1TERMINATE DEVICES TO THE CLOSEST FIREALARM TERMINAL CABINET OR EXISTING J-BOX.R DIAGKEY NOTES:GRAM3)REFER TO SHEET 2-FA-001 GENERAL NOTES.1)REFER TO SHEET 2-G-FA101 FOR AREA PLAN.2)REFER TO SHEET 2-G-FA102 AREA PLAN.3)REFER TO SHEET 2 FA 001 GENERAL NOTESGENERAL NOTES:DDrawn byy:DDesignedd by:AApproved by:CCheckedd by:SScale:JJob No.:DDate:FFile:Sheet No.SheetNoNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA Full ServiceA Full ServiceAFullServiceA & E Firm500 West Fulton St.500WestFultonStSanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Eng. 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.rvtPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDA07-14-2017S12014REEVISIONS#DDATEDDESCRIPTTIONBYCPHCPHTT NASHTT NASHASS NOTEDCONFORMED SET141
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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 LOUVERDLABBRDESCRIPTIONLIMIT OF REMOVALLORPROVIDE ACCESS PANELS IN DRYWALL CEILINGS AS REQUIRED FOR ACCESS TO MECHANICALEQUIPMENT. COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE WORK PLATFORMS AS REQUIREDFOR ALL EQUIPMENT LOCATED WITHIN THE CEILING SPACE.35.46.47.48.49.51.53.54.56.57.58.59.60.ALL ROOF MOUNTED FANS AND PACKAGE A/C UNITS SHALL BE BOLTED DOWN TO ROOF CURB USING 1/4"STAINLESS STEEL BOLTS EVERY 12" INCHES. PROVIDE 1/4" THICK NEOPRENE GASKETS BETWEENEQUIPMENT AND ROOF CURBS.40.50.55.52.61.62.63.64.65.66.67.68.69.70.71.72.73.LTBALANCING VALVEBAL VASHUTOFF VALVE (AS SPECIFIED FOR PIPING SYSTEM)COMBINATION BALANCING/SHUTOFF VALVEBSVNEEDLE VALVENVSQUARE HEAD COCK VALVESHC VAPLUG VALVEPVBUTTERFLY VALVEBFVRELIEF VALVERVPRESSURE GAUGEPGBASKET STRAINERB STRTHERMOMETERTHPRESSURE SWITCHPR SWFLOW CONTROL VALVEFCVY-TYPE STRAINERSTRFLOW MEASUREMENT STATIONFMSEXPANSION VALVEEXP VAOUTSIDE SCREW AND YOKE VALVEOSY VAPRESSURE REDUCING VALVEPRV3-WAY MODULATING CONTROL VALVE W/ACTUATORACVMODULATING CONTROL VALVE W/ ACTUATORACVTEST PLUGTPFLOW SWITCHFL SWUNIONCHECK VALVECKVSOLENOID VALVE (TWO-POSITION W/ ACTUATOR)SOL VAGLOBE VALVEGLVBALL VALVEBVAAV AUTOMATIC AIR VENTMANUAL AIR VENTSYMBOL ABBRDESCRIPTIONTHREADED DRAIN PLUGFLANGESMALE (GARDEN) HOSE CONNECTION WITH CAPBFV MS BUTTERFLY VALVE W/ MEMORY STOPPIPING LEGENDMAVWATER METERWMSYMBOLABBRDESCRIPTIONINDICATES SUPPLY AIR FLOW DIRECTIONINDICATES RETURN or EXHAUST AIR FLOW DIRECTIONAIR DISTRIBUTION LEGENDROUND DUCT SECTION TURNED UP (UNLESS NOTED OTHERWISE)AD DUCT ACCESS DOOREND OF DUCT WITH CAPSMOKE DAMPER WITH ACCESSDOOR IN DUCTACCESS DOOR IN DUCTFIRE/SMOKE DAMPER WITHSQUARE TO ROUND TRANSITIONECCENTRIC DUCT TRANSITIONDOUBLE LINESINGLE LINERECTANGULAR DUCT SIZE IN INCHES SLAB OR ROOFDUCT SECTIONS UP THROUGHSUPPLY AIR DUCT SECTION TURNEDEXISTING DUCTDUCT TO BE DEMOLISHEDBACKDRAFT DAMPERCONCENTRIC DUCT TRANSITIONFIRE DAMPER W/ACCESSFLEXIBLE DUCTDOOR IN DUCTMANUAL VOLUME DAMPER18x1218x12 FIRST SIZE LISTED IS SIDE SHOWN UP OR TOWARDS DOWN OR AWAYSUPPLY AIR DUCT SECTION TURNED DOWN OR AWAYRETURN AIR DUCT SECTION TURNED UP OR TOWARDSRETURN AIR DUCT SECTION TURNEDEXHAUST AIR DUCT SECTION TURNED UP OR TOWARDSEXHAUST AIR DUCT SECTION TURNED DOWN OR AWAY18"∅ROUND DUCT SIZE IN INCHES18x12"∅OVAL DUCT SIZE IN INCHES18"∅18x12"∅ACOUSTIC LINED DUCTDUCT OFFSET (DOWN) IN DIRECTIOND OF ARROW (NOT TYPICALLY SHOWN)DUCT OFFSET (UP) IN DIRECTION OF ARROW (NOT TYPICALLY SHOWN)UROUND DUCT SECTION TURNED DOWN OR AWAYLLT LOW LIMIT THERMOSTATDSD DUCT SMOKE DETECTORBDDMDFDFSDSMDTWO POSITION PARALLEL BLADE DAMPER WITH ACTUATORMODULATING OPPOSED BLADE DAMPER WITH ACTUATORVD OR TOWARDSGENERAL LEGENDSYMBOL ABBRDESCRIPTION23-1HTHUMIDISTAT (WALL MOUNTED)THERMOSTAT (WALL MOUNTED)H'STATT'STATSF-1800KEYED REFERENCE NOTE ORSHEET NOTEREVISION CLOUD AND REVISIONNUMBEREQUIPMENT IDENTIFICATION(REFER TO SCHEDULES)CFMPOINT OF CONNECTION (POC) SYMBOLCEILING SUPPLY DIFFUSER. REFER TODIFFUSER AND GRILLE SCHEDULE FORADDITIONAL INFORMATION.LINEAR SLOT DIFFUSER. REFER TODIFFUSER AND GRILLE SCHEDULE FORADDITIONAL INFORMATION.CEILING GRILLE (RETURN OR TRANSFER)REFER TO DIFFUSER AND GRILLE SCHEDULEFOR ADDITIONAL INFORMATION.GRILLE, REGISTER OR OPEN DUCT(SUPPLY SHOWN)CEILING EXHAUST GRILLE. REFER TODIFFUSER AND GRILLE SCHEDULE FORADDITIONAL INFORMATION.SYMBOLABBRDESCRIPTIONSSENSOR (WALL MOUNTED)AIR FILTERS SHALL BE PER THE EQUIPMENT SCHEDULE IN AIR HANDLING EQUIPMENT. FILTERS SHALL BEINSTALLED PRIOR TO UNIT START UP, REPLACED A MINIMUM OF ONCE PER MONTH DURING THECONSTRUCTION PERIOD, REPLACED PRIOR TO TEST AND BALANCE, AND REPLACED MONTHLY UNTIL FINALCOMPLETION.THE CONTRACTOR SHALL PROVIDE AIR FLOW DIAGRAMS INSTALLED IN WATERPROOF, LAMINATED FRAMESON THE WALL IN EACH MECHANICAL ROOM. AIR FLOW DIAGRAMS SHALL INCLUDE THE LOCATIONS OFDAMPERS, SENSORS, AND EXHAUST FANS ASSOCIATED WITH THE AIR HANDLING UNIT.FURNISH AND INSTALL A 24x24 (OR SMALLER IF NECESSARY) HINGED DUCT INSPECTION PANEL IN THEDISCHARGE DUCT WITHIN 15 FT. OF EACH AIR HANDLING UNIT DISCHARGE. PREFERABLE LOCATION IS INTHE MECHANICAL ROOM.ALL EXHAUST FANS SHALL BE PROVIDED WITH BACK DRAFT DAMPERS.ALL REFRIGERANT LINES FOR SPLIT SYSTEM DX UNITS SHALL HAVE FILTER DRYERS AND SIGHT GLASSES.ALL PIPING BELOW SLAB SHALL BE WITHOUT JOINTS AND RUN IN A PIPING CHASE OR CONDUIT OFSUFFICIENT SIZE TO ALLOW REPLACEMENT OF THE PIPING IN THE FUTURE. EACH END OF THE CHASESHALL BE SEALED AIR TIGHT AND WATERTIGHT.ALL REFRIGERANT PIPING IN CONCEALED CHASES FOR SPLIT DX UNITS SHALL BE SOFT DRAWN TYPE KCOPPER. SERVICE FITTINGS FOR REFRIGERANT LINES SHALL BE LOCATED IN A MANNER TO BEINACCESSIBLE TO THE PUBLIC. INSULATE ALL REFRIGERANT LINES WITH 1" ARMAFLEX INSULATION ANDWRAP WITH ALUMINUM JACKETING.OUTSIDE AIR INTAKE LOUVERS SHALL HAVE 1/2" x 1/2" MINIMUM MESH SCREEN, AND SHALL BE LOCATED ASHIGH ABOVE FINISH GRADE AS POSSIBLE.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE TEST ANDBALANCE FIRM. PRIOR TO TEST AND BALANCE, THE CONTRACTOR SHALL START-UP, PRE-BALANCE THESYSTEM, AND REPLACE ALL AIR FILTERS FOR EVERY AHU BEING TESTED. ALL DISCREPANCIES, DRIVECHANGES, ETC. REPORTED BY ENGINEER OR THE TEST AND BALANCE FIRM SHALL BE CORRECTED BY THECONTRACTOR WITHIN FIVE CALENDAR DAYS AT NO ADDITIONAL COST.OPERATION AND MAINTENANCE MANUALS SHALL INCLUDE AS A SEPARATE SUBMITTAL ITEM, PREVENTATIVEMAINTENANCE REQUIREMENTS ALONG WITH TIME SCHEDULE(S) FOR EACH ITEM. THE SEQUENCE OFOPERATION SHALL ALSO INCLUDE A DEFINITIVE SEQUENCE OF OPERATION OF THE MECHANICAL SYSTEMAND COMPONENTS AS THEY FUNCTION INTEGRALLY AND INDEPENDENTLY WITH THE SYSTEM.PROVIDE VANDAL PROOF COIL GUARDS ON ALL CONDENSING UNITS.PROVIDE VANDAL PROOF CAPS ON ALL SERVICE VALVES TO PREVENT UNAUTHORIZED RELEASE OFREFRIGERANT.THE CM OR GENERAL CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT COMMISSIONINGCONTRACTOR TO COMMISSION THE MECHANICAL AND CONTROL SYSTEMS. A COMPLETE COMMISSIONINGREPORT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE CM OR GENERAL CONTRACTORSHALL RETAIN THE SERVICES OF AN INDEPENDENT TEST AND BALANCE CONTRACTOR.ALL REFRIGERANT LINES EXPOSED TO THE EXTERIOR SHALL BE INSULATED WITH 1" ARMAFLEX INSULATIONAND WRAPPED WITH ALUMINUM JACKETING.THE CONTRACTOR SHALL HIRE AN INDEPENDENT TEST AND BALANCE FIRM TO TEST AND BALANCE ALL AIRCONDITIONING SYSTEMS-SEE SPECIFICATIONS.ALL REFRIGERANT PIPING EXPOSED TO THE EXTERIOR SHALL BE INSULATED WITH 1" THICK CLOSED CELLFOAM INSULATION (ARMAFLEX) AND SHALL BE WRAPPED WITH ALUMINUM JACKETING.UNLESS NOTED OTHERWISE THE DISCHARGE DUCT SIZE IS THE SAME AS THE OUTLET ON THE VAV BOX.VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING NEW WORK. ANY DISCREPANCIES SHALL BEBROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.PROVIDE LABOR AND MATERIALS TO PROVIDE A COMPLETE AND OPERATIONAL HVAC SYSTEM AS SHOWNON DRAWINGS AND SPECIFICATIONS. COORDINATE WORK WITH ALL OTHER TRADES. ALL MATERIALS ANDEQUIPMENT SHALL BE NEW AND SHALL BE UL LISTED WHERE APPLICABLE.PLANS AND DIAGRAMS ARE SCHEMATIC OVERVIEW DESCRIPTIONS OF THE SYSTEM AND SHOULD NOT BESCALED. CONTRACTOR SHALL COORDINATE ALL PLUMBING, INTERIORS, ARCHITECTURAL, AND ELECTRICALWORK AT SITE SO AS NOT TO CONFLICT WITH OTHER WORK UNDER THE CONTRACT.DIVISION 23 CONTRACTOR TO FURNISH ALL STARTERS/DISCONNECTS (UNO) FOR HVAC EQUIPMENT, TO BEINSTALLED BY DIVISION 26 CONTRACTOR. THE DIVISION 23 CONTRACTOR IS DIRECTED TO COMPLY WITHDIVISION 26 OF THE CONTRACT SPECIFICATIONS REFERRING TO MOTORS, STARTERS, ETC.VFD'S AND VSD'S TO BE PROVIDED BY DIVISION 23 CONTRACTOR. PROVIDE VFD'S AND VSD'S PER DIVISION26 SPECFICATIONS.MOUNT THERMOSTATS AND HUMIDISTATS 48" AFF (TYPICAL FOR ALL STANDARD SENSORS). COORDINATELOCATION WITH CASEWORK SHOP DRAWINGS.FLEX DUCT, RIGID ROUND AND RECTANGULAR DUCTWORK SERVING DIFFUSERS, GRILLES, AND REGISTERSSHALL BE THE SAME SIZE AS NECK OF AIR TERMINAL BEING CONNECTED, UNLESS NOTED OTHERWISE.DUCTWORK ON THE DOWNSTREAM SIDE OF VAV BOX SHALL BE SAME SIZE AS BOX OUTLET UNLESS NOTEDOTHERWISE.EQUIPMENT MOUNTED OUTSIDE SHALL MEET THE MINIMUM WINDLOAD REQUIREMENTS FOR THE AREA.ALL WORK SHALL BE COMPLETED AS REQUIRED TO MAINTAIN THE EXISTING ROOF WARRANTY.COORDINATE ALL WORK WITH ROOF WARRANTY HOLDER.VAV BOXES SHALL BE PROVIDED WITH OCCUPANCY SENSOR FOR UN-OCCUPIED CONTROL SEQUENCES OFOPERATION. TYPICAL FOR ALL.THIS MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROTECT AND REGULARLY CHANGE FILTERS FORALL EXISTING AND NEW AIR MOVING EQUIPMENT OF ANY KIND AND THE ASSOCIATED DUCTWORK,REGISTERS, GRILLES ETC. IN THE AREA OF WORK. FAILURE TO PROTECT THESE SYSTEMS WILL REQUIRETHAT THIS CONTRACTOR "CLEAN" THE EXISTING EQUIPMENT AND ASSOCIATED DUCTWORK, REGISTERS,GRILLES ETC. PER SPECIFICATIONS. FAILURE WILL BE DETERMINED BY THE BUILDING ENGINEER ORENGINEER OF RECORD.500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.Plans Prepared By:Drawn by:
Designed by:
Approved by:
Checked by:
Scale:
Job No.:
Date:
File:Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E FirmC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt
9/7/2017 6:56:43 AM
2-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 CONFORMED SET157
CONFORMED SET158
CONFORMED SET159
CONFORMED SET160
EXHAUST FAN SCHEDULE
UNIT FAN TYPE DRIVE
TYPE CFM RPM
ELECTRIC DUCT HEATER SCHEDULE
MARK
2-OB-EDH-1
PHASE
VOLTAGE/AIR FLOW
CFM
7,000 460/330
E.A.T.
(°F)
50
L.A.T.
(°F)MANUFACTURER MODEL #
WARREN CBK
(W X H)
DIMENSIONS
SEE PLANS46 KW
KW @ LISTED
VOLTAGE TYPE
OPEN COIL
NOTES
1, 2
STAGES
4
ASSOCIATED
AIR HANDLER
1-OB-AHU-1
AIR HANDLING UNIT SCHEDULE
UNIT DATA FAN DATA
MARK UNIT TYPE &
LOCATION
MANUFACTURER &
MODEL NO.
SUPPLY
AIR CFM OUTDOOR AIR CFM
STATIC PRESSURE
IN., WG BLOWER
RPM
TYPE/DIA.
(INCH)
MOTOR
EXTERNAL TOTAL HP BHP VOLTS PH HZ
2-OB-AHU-1 SINGLE ZONE VAV TRANE CSSA SIZE 57 6,869 26,000 2.0 3.7 1626 (2) PLENUM / 27 (2) 15 26.7 460 3 60
AIR HANDLING UNIT SCHEDULE (CONT.)
CHILLED WATER COOLING COIL DATA FILTER DATA
NOTESAIR TEMP °F CAPACITY MBH WATER TEMP °F GPM
WATER
PRESSURE DROP
FEET H20
MIN.
NUMBER
OF ROWS
MAX. FINS
PER FOOT
AIR SIDE
PRESSURE DROP
INCHES H20
TYPE
MAX.
FACE
VELOCITY
FPM
CLEAN ∆P
IN. H20
DIRTY
∆P IN.
H20
EFF.ENTER LEAVE
DB WB DB WB TOTAL SENSIBLE ENTER LEAVE
80.8 69.0 52.0 51.9 1375.9 804.6 44 58 196 16.1 8 104 0.9 4" PLEATED 500 0.3 1.0 MERV 13
MARK
2-OB-AHU-1 1 - 13
LOUVER SCHEDULE
DUCT
INSTALLED
OA DUCT
GRAVITY ROOF VENT SCHEDULE
UNIT
NO.SERVICE FUNCTION CFM P.D.
(IN.W.G.)
ROOF
OPENING
L X W
(IN.)
VENT
FREE
AREA
(S.F.)
TYPE
DAMPERTYPE REMARKS
2-OB-AHU-1 RELIEF 4,0002-OB-GV-1 0.03 36x66 19.8 FLAT MOTORIZED 1, 2, 3, 4
NOTES:
1. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
2. PROVIDE WITH INSULATED CAP AND ALUMINUM MESH INSECT SCREEN.
3. REFER TO ARCHITECTURAL DRAWINGS FOR CURB AND FLASHING INFORMATION.
CURB
COOL 36x42x5TRE
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
4. REFER TO DETAILS FOR INSTALLATION REQUIREMENTS.
MAXIMUM MINIMUM
7,000 3,000
2-OB-EDH-2 11,200 460/355 70 WARREN CBKSEE PLANS56 KW OPEN COIL 1, 241-OB-AHU-1 SA DUCT
VAV BOX SCHEDULE
SP (IN
WG)
SONES
MAX
OPERATING
WEIGHT (LBS)
NOTES:
1. HIGH EFFICIENCY ODP FAN MOTOR IN THE MAIN UNIT.
2.PROVIDE WITH AIR FLOW MONITORING STATION IN OA DUCTWORK.
3. THE FINAL SELECTION OF EQUIPMENT SHALL NOT AFFECT MOTOR BRAKE HORSEPOWER OR SOUND POWER LEVELS OF THE UNITS SCHEDULED.
4. INSTALL DUCT MOUNTED SMOKE DETECTOR IN SUPPLY AND RETURN AIR DUCT.
5. THE COIL WATER PRESSURE DROP SHALL NOT EXCEED THE VALUES SHOWN IN THE ABOVE SCHEDULE.
6. FURNISH UNITS WITH 8" HIGH, FACTORY INSTALLED BASE RAIL.
7. PROVIDE FACTORY MOUNTED VFD AND DISCONNECT SWITCH. REFER TO ELECTRICAL SPECIFICATIONS FOR VFD REQUIREMENTS.
8. PROVIDE SINGLE POINT ELECTRICAL CONNECTION FOR FANS. CONNECT LIGHTING TO DDC CIRCUIT.
9. PROVIDE UNIT MOUNTED, STANDALONE, PREPROGRAMMED, DIRECT DIGITAL CONTROLLER COMPATIBLE WITH BUILDING AUTOMATION SYSTEM.
10. PROVIDE PERFORATED LINER WITH MYLAR IN OUTLET SECTION OF AIR HANDLER WITH WINDOW IN DOOR.
11. VERIFY COIL, CONDENSATE, AND SERVICE CLEARANCE REQUIREMENTS WITH FIELD CONDITIONS BEFORE ORDERING EQUIPMENT.
12. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
13. AIR HANDLER SHALL BE CAPABLE OF ENTRY INTO BUILDING THROUGH A 72" x 6'-8" DOOR OPENING. PROVIDE ADDITIONAL EQUIPMENT BREAKDOWN AS REQUIRED FOR INSTALLATION.
CONTROL DAMPER SCHEDULE
UNIT
NUMBER
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
REMARKSFAIL
POSITION
ASSOCIATED
UNIT
2-OB-CD-1 2-OB-AHU-1 N.O.RUSKIN CD60 ALL
NOTES:
1. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
2. PROVIDE WITH 24v MOTORIZED ACTUATOR. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER REQUIREMENTS.
12,250
HEATING
AIRFLOW
6,125
2-OB-CD-2 2-OB-AHU-1 N.O.RUSKIN CD60 ALL5,075 2,550
3. PROVIDE INTERLOCK WITH LIGHTING OCCUPANCY SENSOR.
3,675
1,525
COOLING
AIRFLOW
MAX. CFM
COOLING
AIRFLOW
MIN. CFM
MOTOR WEIGHT MANUFACTURER
MODEL NOTES
HP BHP VOLTS PH LBS
2-OB-EF-1 INLINE 1,590 0.7
NOTES:
1. PROVIDE WITH BACKDRAFT DAMPER, PREWIRED SPEED CONTROLLER, ISOLATOR KIT, AND DISCONNECT SWITCH.
2. RUN CONTINUOUSLY- INTERLOCK WITH ASSOCIATED AHU / FCU.
3. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
BELT 7.1 818 3/4 0.6 - - 325 COOK
210SQN-HP 1, 2, 3
NOTES:
1. PROVIDE WITH DOOR INTERLOCK DISCONNECT SWITCH, TIME DELAY BETWEEN STEPS, FAN CONTROL RELAY, AND INSULATED CONTROL PANEL.
2. REFER TO SEQUENCE OF OPERATION FOR CONTROLS REQUIREMENTS.
TAG CFM SIZE W"XH" MAX. FPM FREE AREA BASIS OF DESIGN NOTES
2-OB-L-1 7,000 96" x 48"750 9.3 RUSKIN EME6625D 1, 2, 3
NOTES:
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.
ASSOCIATED AHU
1-OB-AHU-1
VAV NO.
AIRFLOW
VALVE
MAXIMUM CFM
AIRFLOW
MINIMUM CFM
INLET CONN.
(IN.)
ELECTRIC HEAT DATA PRESSURE
DROP
(IN WG)
MANUFACTURER/MODEL NUMBER
KW STAGES VOLTAGE/PHASE
2-OB-VAV-1 6,000 2,000 24x16 16.0 3 460/3 0.30 TRANE VCEF
1,400 330 12 3.0 3 460/3 0.04 TRANE VCEF
2,500 850 16 7.0 3 460/3 0.04 TRANE VCEF
NOTES:
1. PROVIDE MANUFACTURER DDC THERMOSTATS, CONNECT TO NEW BUILDING AUTOMATION SYSTEM.
2. PROVIDE 208/24 VAC TRANSFORMERS, PROPERLY FUSED AS PER NEC COORDINATE. WITH DIV 26.
3. VAV TERMINALS SHALL HAVE A MAXIMUM RADIATED AND DISCHARGE OF NC 30.
4. PROVIDE INTERLOCK WITH LIGHTING OCCUPANCY SENSOR.
2-OB-VAV-2
2-OB-VAV-3
2-OB-L-2 1,590 66" x 30"750 4.1 RUSKIN EME6625D 1, 2, 31-OB-EF-1
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt9/13/2017 3:20:46 PM2-G-M300PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL SCHEDULES -107-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 3409-08-2017ADDENDUM 43
4
CONFORMED SET
161
DIFFUSER AND GRILLE SCHEDULE
TAG TYPE BASIS OF DESIGN MODEL AIR FLOW NECK SIZE
SD-3 CEILING SUPPLY
NOTES:
1. PROVIDE WITH OPPOSED BLADE DAMPER ADJUSTABLE FROM THE FACE OF GRILLE.
2. PROVIDE WITH TYPE 22 BORDER AND JOINT REQUIRED TO MAKE A CONTINUOUS FACE. SEE ARCHITECTURAL DRAWINGS.
3. PROVIDE WITH 60" FACTORY INSULATED PLENUM. SEE PLANS FOR QUANTITIES.
SD-1 CEILING SUPPLY TITUS TMS 1 TO 190 CFM
SD-2 CEILING SUPPLY
RG-1 CEILING RETURN 50F
RG-2 CEILING RETURN
EG-1 EXHAUST GRILLE 350FS
TITUS
TITUS
TITUS
TITUS
TITUS
CEILING TYPE
LAY-IN
LAY-IN
LAY-IN
LAY-IN
LAY-IN
HARD / DUCT
FACE SIZE
TMS 191 TO 275 CFM
TMS 276 TO 375 CFM
1 TO 700 CFM
701 TO 1650 CFM50F
1 TO 550 CFM
RG-3 CEILING RETURN TITUSLAY-IN 1651 TO 2500 CFM50F
SD-4 CEILING SUPPLY LAY-IN
SD-5 CEILING SUPPLY LAY-IN
6" DIA
8" DIA
10" DIA
12x12
18x18
12x12
22x22
12" DIA
14" DIA
24x24
24x24
24x24
24x24
24x24
14x14
24x24
24x24
24x24
TITUS
TITUS
TMS 376 TO 470 CFM
TMS 471 TO 600 CFM
SD-6 CEILING SUPPLY
SD-7
6" DIA
8" DIA
16x16
16x16
TITUS
TITUS
TMS 1 TO 190 CFM
TMS
HARD
HARDCEILING SUPPLY
SD-8 10" DIA16x16TITUSTMSHARDCEILING SUPPLY
191 TO 275 CFM
276 TO 375 CFM
SR-1 12x1214x14TITUS300FSHARD / DUCTSUPPLY GRILLE 1 TO 500 CFM
SR-2 24x1426x16TITUS300FSHARD / DUCTSUPPLY GRILLE 501 TO 1500 CFM
SR-3 14x10MATCHTITUSMATCH EXISTINGHARD / DUCTSUPPLY GRILLE -
SR-4 10" DIA14" DIATITUSR-300FHARD / DUCTSUPPLY GRILLE 1 TO 440 CFM
RG-4 RETURN GRILLE 350FS
RG-5 RETURN GRILLE
TITUS
TITUS
1 TO 1650 CFM
1651 TO 2700 CFM350FS
RG-6 CEILING RETURN TITUS 50F
36x12
48x18
38x14
50x20
14x14
HARD / DUCT
HARD / DUCT
NOTES
-
1
HARD 1 TO 700 CFM 12x12
TG-2 CEILING TRANSFER 50F
TG-1 TRANSFER GRILLE 350FSTITUS
TITUS
HARD / DUCT 1 TO 550 CFM
1 TO 700 CFM
12x12
12x12
14x14
24x24LAY-IN
LD-1 LINEAR SLOT (1) 2.5"x CONT.FL-25 HIGH THROWTITUS 276 TO 760 CFM 12" DIA.7"x CONT.2, 3HARD
LD-2 LINEAR SLOT (1) 1"x CONT.FL-10TITUS 1 TO 275 CFM 8" DIA.4"x CONT.2, 3HARD
NOT ALL DIFFUSERS, REGISTERS, OR GRILLES ON THIS SCHEDULE ARE USED ON THIS PHASE.
TG-3 TRANSFER GRILLE 350FSTITUSHARD / DUCT 551 TO 800 CFM 18x1420x16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1
1
1
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/22/2017 1:34:31 PM2-G-M301PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL SCHEDULES - 207-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
CONFORMED SET
162
CONFORMED SET163
CONFORMED SET164
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
TEMP
STPT
S/S
STS
STG 3
STG 4
STG 1
STG 2
STS
H L
AIR HANDLER 2-OB-AHU-1 SEQUENCE OF OPERATIONS AND POINT DIAGRAM
AIR HANDLER CASING
FS
FS
1ST FLR VAVS
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 RADAO
OA ACTUATOR
AO
RA ACTUATOR
OA FLOW
AI
BI
FILTER STATUS
EH
AI
PRE-HEAT TEMP
BO
BO
BO
BO
2ND FLR
2ND FLR
AO
ACTUATOR
AO
ACTUATOR
AI
SPACE TEMP
AI
AI
SPACE TEMP
AI
2-OB-EF-1
BO
BI
PR
BO
PR ACTUATOR
PRD
EHBO
BO
BO
BO
BI
AI
RE-HEAT TEMP
AI
RE-HEAT TEMP
AI
EH LA TEMP TYPICAL OF 6
TYPICAL OF 6
LOCATED ON FIRST FLOOR
LOCATED ON FIRST FLOOR
BI
HIGH STATIC
NOT TO SCALESEQUENCE 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 1:26:26 PM2-G-M600PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL SEQUENCE OF OPERATION - 107-14-2017S12014DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY208-11-2017ADDENDUM 22
2
2
2
CONFORMED SET
165
INTERFACE MODULE
DIGITAL OUTPUT FROM DDC CONTROLLER
DIGITAL INPUT TO DDC CONTROLLER
START/STOP CONTACT
CURRENT SENSING STATUS SWITCH
DRY CONTACT - NORMALLY OPEN
ANALOG OUTPUT FROM DDC CONTROLLER
ANALOG INPUT TO DDC CONTROLLER
CS
CONTROLS LEGEND
CT CURRENT SENSING TRANSMITTER
A ALARM
COMMUNICATIONS OUTPUT FROM DDC CONTROLLER
COMMUNICATIONS INPUT TO DDC CONTROLLER
(NOT ALL SYMBOLS USED)
L PILOT LIGHT
HORN/STROBE
OPPOSED BLADE DAMPER
PARALLEL BLADE DAMPER
SMOKE DETECTOR
*
* *
**
*
CONTROL DIAGRAM - EXHAUST FANS
DIGITAL CONTROLLER
NOT TO SCALE
CONTROL DIAGRAM - VAV BOX
DIGITAL CONTROLLER
AOAI DO AI
A. FAN START-STOP: EXHAUST FAN IS STARTED AND STOPPED
THROUGH EMCS. EF IS OPERATOR PROGRAMMABLE TO RUN ON
TOD SCHEDULE, 365 INDIVIDUAL DAYS. EF CAN BE ENERGIZED OR
DE-ENERGIZED FROM OPERATOR TERMINAL.
B. MAINTENANCE: WHEN THE EXHAUST FAN IS OFF FOR
MAINTENANCE, RESPECTIVE CONTROL DEVICES ARE POSITIONED
AS FOLLOWS:
1. EF IS DISABLED.
CURRENT
SWITCH
C
H A
STARTER
STARTER
O
DO DI
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.
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 THE SPACE TEMPERATURE IS BELOW THE HEATING OCCUPIED SETPOINT
IN 4 OF THE 6 SPACE SENSORS, THE CONTROL IS SET TO THE HEATING MODE.
THE VAV BOX DAMPER IS AT ITS MINIMUM SETTING. AFTER A 5-MINUTE
(ADJUSTABLE) TIME DELAY AND THE TEMPERATURE CONTINUES FALL THE FIRST
STAGE OF HEATING IS ENERGIZED. STAGES ARE CONTINUED TO BE STAGED, AT
5-MINUTE INTERVALS (ADJUSTABLE) AS REQUIRED TO MEET SPACE
TEMPERATURE SETTING. REVERSE SEQUENCE FOR DE-ENERGIZING HEATING
STAGES.
INTERLOCK
PROVIDE INTERLOCK WITH LIGHTING OCCUPANCY SENSOR FOR UNOCCUPIED
MODE.
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
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 1:26:29 PM2-G-M601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAMECHANICAL SEQUENCE OF OPERATION - 207-14-2017S12014DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBYCONFORMED SET
166
CONFORMED SET167
CONFORMED SET168
B16 B15 B14 B13 B12
BJ
D
B17
A
B
C
K
BK.7
B11
BE1
BE2
BE5
BE8
BE4
BE6
BE7
BE3
C31 C32 C33 C34 C36 C37 C38
BH.3
SECURITY SCREENING
B1-26 CORRIDOR
B1-31
ELEVATOR 4
B1-49
BREAK ROOM
B1-27
SR-3
415 CFM
SR-3
415 CFM
SR-3
415 CFM
SR-3
415 CFM
SR-3
415 CFM
SR-3
415 CFM
SR-3
415 CFM
SR-3
415 CFM
14"x10" -TYPICAL
2
1 1 1 1 1 1
1
1
2
3
3
3
3
5
4
4
5
MECHANICAL NOTES
1. REPLACE EXISTING WALL MOUNTED GRILLE WITH NEW GRILLE. MODIFY
EXISTING DUCTWORK AS REQUIRED BY NEW WORK. COORDINATE WALL
MOUNTED GRILLE HEIGHT AND SPACING WITH NEW GRILLES LOCATED ON
ADJACENT WALL.
2. EXISTING DUCTWORK TO REMAIN. MODIFY AS REQUIRED BY NEW WORK.
3. COORDINATE WITH GENERAL TRADES CONTRACTOR FOR WALL
MODIFICATIONS REQUIRED FOR NEW GRILLE INSTALLATION. TYPICAL FOR
ALL.
4. 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 WITHIN BOUNDARY AREA.
5. COORDINATE DIFFUSER LOCATIONS WITH REVISED LIGHTING LAYOUT AND
RESULTING SPRINKLER HEAD CHANGES. TYPICAL FOR THIS AREA.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
As indicatedC:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt9/8/2017 7:11:42 AM2-OB-M102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFLOOR PLAN - OUTBOUND - 1ST FLOOR -MECHANICAL07-14-2017S12014 1/8" = 1'-0"1 FLOOR PLAN - OUTBOUND - 1ST FLOOR - MECHANICAL N
NORTH
OUTBOUND
ADDITION
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND DAKDAKDAKDMAS NOTEDDAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY409-08-2017ADDENDUM 44
CONFORMED SET
169
CONFORMED SET170
CONFORMED SET171
CONFORMED SET172
CONFORMED SET173
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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 9:20:37 AM2-E002PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIGHTING SCHEDULE08-11-2017S12014LIGHT FIXTURE SCHEDULE AIRPORT PHASE 2
TYPE MARK Description MOUNTING VOLTAGE WATTAGE LUMEN
S LAMP MANUFACTURER MODEL COMMENTS
A 2' x 4' CTR. BASKET RECESSED 120-277 V 34 W 4000 LED LITHONIA / ACUITY 2BLT4-40L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX PROVIDE SUPPORTS FROM STRUCTURE TO FOUR CORNERS OF FIXTURE.
AE 2' x 4' CTR. BASKET W/
EMERG.
RECESSED 120-277 V 34 W 4000 LED LITHONIA / ACUITY 2BLT4-40L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX-EL14
L
PROVIDE SUPPORTS FROM STRUCTURE TO FOUR CORNERS OF FIXTURE.
B 2' X 2' CTR. BASKET RECESSED 120-277 V 30 W 3300 LED LITHONIA 2BLT2-33L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX
B1 2' X 2' CTR. BASKET RECESSED 120-277 V 20 W 2000 LED LITHONIA 2BLT2-20L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX PROVIDE SUPPORTS FROM STRUCTURE.
B1E 2' X 2' CTR BASKET W/
EMERG.
RECESSED 120-277 V 20 W 2000 LED LITHONIA 2BLT2-33L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX-EL14
L
BE 2' X 2' CTR BASKET W/
EMERG.
RECESSED 120-277 V 30 W 3300 LED LITHONIA 2BLT2-33L-ADP-MVOLT-EZ1-LP840-NESPDT7ADCX-EL14
L
C 4' STRIP LIGHT CHAIN PENDANT 277V 33 W 3000 LED LITHONIA ZL1N-L48-3000LM-FST-277-35K-90CRI-PLR-WH
C4 4' STRIP LIGHT PENDANT 120-277 V 23 W 2000 LED LITHONIA STL4 20L EZB LP835-N100-SC2-DNA LOCATION OF LIGHT TO BE FINALIZED IN FIELD AFTER DISPLAY. PROVIDE 1B STEM MOUNTING HARDWARE TO
PLATFORM FLOOR BELOW THE PLANE. DIMMABLE
C8 8' STRIP LIGHT ADJUSTABLE WALL
BRACKET
277 V 29 W 3500 LED BIRCHWOOD-HAILEY HAI-LED-225-HLO-40-8-SC-FW-277-D10-RAS MOUNT ON WALL BRACKET, DIMMABLE ROUND LINEAR LED.
C8E 8' STRIP LIGHT ADJUSTABLE WALL
BRACKET
277 V 29 W 3500 LED BIRCHWOOD-HAILEY HAI-LED-225-HLO-40-8-SC-FW-277-D10-RAS-EM MOUNT ON WALL BRACKET, DIMMABLE ROUND LINEAR LED W/EMERGENCY BATTERY.
C17 17in EXTERIOR PENDANT PENDANT 277 V 37 W 4500 LED LITHONIA LIGHTING DSXPGLED-20C-53040KT5R-277-YK-DMG-PIR3FC3V924-
DDBXD
LED OARJUBG GARAGE YOKE TRUNNTON MOUNT.
CE 4' STRIP LIGHT W/ EMERG. PENDANT 277 V 33 W 3000 LED LITHONIA ZL1N-L48-3000LM-FST-MVOLT-35K-90CRI-PLR-E7W-GAL
V
CH 1' X 2' LOWBAY LED CHAIN PENDANT 120-277 V 54 W 7594 LED LITHONIA IBG-8000LM-SEF-AFL-WD-MVOLT-Z10-40K-80CRI PROVIDE CHAIN MOUNTING AND WIREGUARD OPTIONS. LED HIGHBAY.
D 6" DOWNLIGHT W/ EMERG. RECESSED 120-277V 35 W 3000 LED LITHONIA LDN635-30-L06AR-LSS-MVOLT-EZ1-TRW DIMMING
D1 6" DOWNLIGHT RECESSED 120-277 V 43 W 4500 LED INDY LRM6-45-40-U-G3-90-L600P-C-L-WH-WET PROVIDE POWER PACKS TO CONNECT TO LIGHTING CONTROL SYSTEM.
D1E 6" DOWNLIGHT RECESSED 120-277 V 43 W 4500 LED INDY LRM6-45-40-U-G3-90HBR-L600P-C-L-WH-WET PROVIDE POWER PACKS TO CONNECT TO LIGHTING CONTROL SYSTEM.
D2 6" DOWNLIGHT RECESSED 277V 35 W 2000 LED LITHONIA LDN6-35/20-L06AR-LSS-277-EZ1 DIMMING
D2E 6" DOWNLIGHT W/ EMERG. RECESSED 277 V 35 W 2000 LED LITHONIA LDN6-35/20-L06AR-LSS-277-EZ1-EL-NPS80EXER PROVIDE POWER PACKS TO CONNECT TO LIGHTING CONTROL SYSTEM.
D3 4" DOWNLIGHT COLOR RECESSED 277V 31 W 1250 LED GOTHAM EVO ARTC RGBW/12 4AR-FL MD LSS 277 DMX TRW FCS
7TSN XE DBL
FRESCO LIGHTING CONTROLER WITH DMX AND ETHERNET. SEE LIGHTING CONTROL RISER DIAGRAM FOR
ADDITIONAL INFORMATION.
D4 6" DOWNLIGHT RECESSED 120-277V LED LITHONIA LDN627-30-L06AR-LSS-MVOLT-EZ1-TRW-WL DIMMING
D4E 6" DOWNLIGHT RECESSED 120-277 V LED LITHONIA LDN627-30-L06AR-LSS-MVOLT-EZ1-TRW-WL-EL
D17 PROVIDE ALL MOUNTING
HARWARE FOR PENTANT
MOUNT
LOWBAY LED 120-277 V 77 W 6000 LED METALUX TBLED-LD1-6-M-UNV-L840-CD1-PM-BRZ-TR-U PROVIDE MOUNTING HARDWARE PER LOCATION.ORDER SEPERATE STEM KIT.
DE 6" DOWNLIGHT W/ EMERG.
BATT.
RECESSED 120-277 V 35 W 3000 LED LITHONIA LDN635-30-L06AR-LSS-MVOLT-EZ1-TRW-EL
H LINEAR UPLIGHT WALL 120-277 V 15 W 1403 LED SPILIGHTING EIW11909-L15.2WC-DML-120-277V-3500KEMR-RUN PROVIDE CONTINUOUS RUN FOR UPLIGHTING CURVED CEILING, AND END CAPS WHERE NEEDED.
H3 4FT COVE LIGHT WALL 120-277 V 29 W 2641 LED ECOSENSE L50I48123590MULTASYM PROVIDE MOUNTING WITH COORDINATED WITH ARCHITECT DRAWINGS.
HE WALL MOUNTED W/ EMERG WALL 120-277 V 15 W 1403 LED SPLIGHTING EIW11909-L28.7 WITH REMOTE EMERGENCY BATTERY PROVIDE WITH REMOTE EMERGENCY BALLAST COORDINATED WITH ARCHITECTURAL FOR ACCESSABLE
LOCATION.
J4 4FT RDG LED PENDANT CABLE PENDANT 120-277V 75 W 6060 LED OCL Twin 4 FOOT GL1-P1EM-48-MW-NFA-LED/30K-UNV-30-DMX-RGBW-MOD-OAH (FINISHES ARE TO BE VERIFIED BY
ARCHITECT)
J6 6FT RDG LED PENDANT CABLE PENDANT 120-277V 115 W 9192 LED OCL Twin 6 FOOT GL1-P1EM-72-MW-NFA-LED/30K-UNV-30-DMX-RGBW-MOD-OAH (FINISHES ARE TO BE VERIFIED BY
ARCHITECT)
K 2FT GASKETED FIXTURE SURFACE 120-277 V 40 W 4000 LED LITHONIA DMW2-L24-4000LM-MVOLT-80CRI-PS1050 LED WITH BATTERY
M Indirect Lighting RECESSED 120-277V 28 W 1500 LED Focal Point FWSL-250LF-30K-1C-UNV-D11-U-FL-WH 0-10 DIMMING. FIXTURE LENGTH IS CUSTOM TO AREA SERVED. COORDINATE FINAL LENGTH OF FIXTURE FROM
ARCHITECTURAL DRAWINGS.
P LED LINIEAR LUMINARE PENDANT FROM
STRUCTURE
120-277 V 80 W 900 LED LITHONIA PTNSL*-ND-MVOLT-OSR2-41K-80CRI-DSPD PROVIDE MOUNTING SO THAT BOTTOM MIDDLE OF FIXTURE IS FLUSH AS POSSIBLE WITH CURVED CEILING. SOME
FIXTURES TO BE MOUNTED AT ANGLES.LENGTHS OF FIXTURES 4FT AND 8FT LENGTHS TO BE COORDINATED WITH
PLANS. DIMMING TO BE PROVIDED.
R 24FT LED ROPE LIGHT SURFACE CHANNEL 120 V 113 W 10000 LED INFINA DL-AC-FLEX-30K-DL-AC-FLEXCH8-MC HARD WIRE
TERMINATION
HARD WIRE TO DIMMING POWER PACK, AND MOUNT IN DISPLAY CABINET IN COORDINATION WITH
ARCHITECTURAL DRAWINGS.
SE SITE TREE UP-LIGHT CONCRETE
SUPPORT
120-277V 16 W 1035 LED VISTA
PROFESSIONAL
1043-DZ-NS-35-E-MV-010-HS PROVIDE CONCRETE MOUNTING OF FIXTURE AND COORDINATE WITH LOCATION OF TREE FOR EXACT LOCATION.
AIM FIXTURE TO TREE.
SF FLAG POLE LIGHTING CONCRETE
SUPPORT
120-277V 27 W 1828 LED ECOSENSE BUL-L-30-120-IC-BK -11-120-277 PROVIDE CONCRETE MOUNTING OF FIXTURE AND COORDINATE WITH LOCATION OF FLAG. (EXACT LOCATION
SHALL NOT SUBJECT FIXTURE TO DAMAGE.)
SG1 36" BOLLARD CONCRETE BASE 120-277V 28 W 2397 LED LITHONIA DSXB LED 16C 530 40K SYM MVOLT ELCW H36 DBLXD PROVIDE CONCRETE MOUNTING OF FIXTURE WITH EMERGENCY BACKUP. PROVIDE ALTERNATE QUOTE FOR
LANDSCAPEFORMS 35 GUIDE LED BOLLARD.
SG2 36" BOLLARD CONCRETE BASE 120/277V 28 W 2397 LED LITHONIA DSXB LED 16C 530 40K SYM MVOLT ELCW H36 DBLXD PROVIDE CONCRETE MOUNTING OF FIXTURE WITH EMERGENCY BACKUP. PROVIDE ALTERNATE QUOTE FOR
LANDSCAPEFORMS 35 GUIDE LED BOLLARD.
SLA 16" SQUARE LED SURFACE SURFACE
STRUCTURE
120-277 V 25 W 4000 LED MILENIUM #MS15FD-PP-DB-25L40K-DV-MS-9500 FIXTURE MOUNTING TO STRUCTURE, PROVIDE ACCESSORIES NEEDED FOR FULL OPPERABLE SYSTEM. MOTION
SENSOR ACTIVATED.
SLB EXTERIOR WALL PACK LED WALL 120-277 V 69 W 7900 LED LITHONIA CSXW LED-30C-700-40K-T3M-MVOLT-BBW-DMG-DDBXD 0-10V DIMMING, PROVIDE DIMMING POWER PACK WITH OVERIDE FOR SETTING LIGHT LEVELS.
SLD LED CANOPY LIGHT WALL 120-277 V 24 W 2029 LED LITHONIA MRWLED-1-10A70/40K-SR3-MVOLT-DDBXD FIELD COORDINATE EXACT LOCATION WITH AWNING STRUCTURE.
SP AIRPLANE UP LIGHT DECK 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/INDIRECT
PENDANT
CABLE PENDANT 120-277V 29 W 3500 LED FOCAL POINT-VERVE
IV
FV2LS-RB-875LF-3500K-1C-UNV-L11-C96-WH-24 MOUNT ON 18IN AIRCRAFT CABLE, BOTTOM OF LIGHT SHALL NOT BE MOUNTED BELOW MONITORS.
T2 LED 3.5" DOWNLIGHT RECESSED 277 V 19 W 1500 LED FOCAL POINT FLC3D1500L-277-LD1-DNT-WFLCD-SATIN SILVER PROVIDE MOUNTING HARDWARE FOR THIN ALUMINUM CEILING.
T2E LED 6" DOWNLIGHT RECESSED 277 V 35 W 3033 LED FOCAL POINT FLC3D1500L-277-LD1-DNTEMR-WFLCD-SATIN SILVER EMERGENCY BATTERY WITH REMOTE TEST SWITCH DIMMING.
TL 40' LED TAPE LIGHTING COVE 120-277 V 77.88 LED MODALIGHT RGB STARLIGHT IN DIO XTRUSION W/ LD180 & MP89 40FT OF TAPE LIGHT WITH EXTRUSION AND DRIVER, PROVIDE CONTROLLERS, MOUNTING HARDWARE, AND
DIMMING MODULE NEEDED
WA WALL UPLIGHT SURFACE OR
PENDANT
120-277 V 141 W 13089 LED WINONA WLAWC804-SEH1-INT-24/2LONG-AL1A4-35K-MVOLT-CA FIXTURE USED IN TERMINAL B EXPANSION TO UP LIGHT CEILING COORDINATE MOUNTING WITH ELECTRICAL &
ARCHITECTURAL DRAWINGS.
X THERMOPLASTIC GREEN
EXIT LIGHT
CEILING/WALL 120-277 V 5 W LED LITHONIA EXR LED M6 VERIFY MOUNTING BEFORE START OF WORK.
X1 LED EDGE LIT EXIT LIGHT CEILING/WALL 120-277 V 5 W LED LITHONIA EDG-2-GMR-EL VERIFY MOUNTING BEFORE START OF WORK.
X3 WLTE - Wet Location Exit
Sign
CEILING/WALL 120-277 V 5 W LED LITHONIA WLTE WEATHER RESISTANT EXIT LIGHTING.
XE LHQM LED CEILING/WALL 120-277 V 12 W LED LITHONIA LHQMLED-G-HO COMBO EXIT LIGHTING SHALL INCLUDE 2 EMERGENCY LIGHTS. MOUNTING HEIGHT SHALL BE 6" TO 12" ABOVE
DOOR BEING SERVED.NOTE:
1. LIGHTING FIXTURES SCHEDULE INFORMATION SHOWN IS BASIS OF DESIGN. SUBMITTED FIXTURES SHALL BE FULLY EQUAL TO THE SHOWN FIXTURES OR WILL BE DISAPPROVED. SUBMITTED FIXTURES ARE TO BE APPROVED BY OWNER REPRESENTATIVE.
PHOTOMETRIC WERE RUN FOR ALL AREAS, ANY CHANGE IN DESIGN SHALL REQUIRE CONTRACTOR TO SUBMIT NEW PHOTOMETRIC CALCULATIONS.
2. FIXTURES SHOWN ABOVE ARE FOR ENTIRE PROJECT, AND FIXTURES MAY NOT BE USED ON ALL FLOOR PLANS.
3. PROVIDE FLANGE MOUNTING FOR FIXTURES RECESSED IN GYPSUM BOARD CEILINGS. FOR EXTERIOR FIXTURES VERIFY HARD CEILING BEING INSTALLED AND ADJUST FOR THICKNESS OF HARD CEILING.
4. LIGHTING FIXTURES DESIGNATIONS THAT END WITH E ARE INTENDED FOR EMERGENCY OPERATION AND IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE FIXTURE WITH 100% OPERATION DURING LOSS OF POWER PER UL 924..
5. LIGHTING CONTROL DIAGRAM APPEARS ON SHEET 2-E601. IT IS THE REASONABILITY OF THE CONTRACTOR TO TEST AND CONFIRM ABOVE LIGHTS AND CONTROLS ARE OPERATING TO THE OWNERS SATISFACTION BEFORE WORK WILL BE CONSIDERED
COMPLETE.REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 44
4
CONFORMED SET
174
CONFORMED SET175
CONFORMED SET176
CONFORMED SET177
BENCH
BENCHBENCHBENCHBENCHBENCHBENCH
B OCEOP
BOCE
O
P
B O CEOP
STAORINGNDLANEFIRENO PARKING1 1
1
2
2
5
6
2
6
3
7
EXISTING ELECTRICAL
B1-53
FP&L #4-4473-1909-0-7
FP&L #4-4473-1908-4-2
EXISTING TRANSFORMERS
FEEDING MSB1 AND MSB2
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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 11:58:58 AM2-OB-E100PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL - WEST FIRST FLOOR -ENLARGED ELECTRICAL DEMOLITION08-11-2017S12014 1/8" = 1'-0"1 TERMINAL "B" - ENLARGED 1ST FLOOR- DEMOLITION PLAN
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
F.I.S.
CUSTOMS
TERMINAL B
TERMINAL A
REMOVE LIGHTING, CONDUIT AND POWER BACK TO SOURCE FOR CANOPY.
REMOVE ELECTRICAL IN WALL BEING DEMOLISHED WALL BACK TO SOURCE. EXTEND AND
RECONNECT EXISTING ELECTRICAL BACK TO BRANCH BREAKER FOR POWER REMAINING.
REFER TO PHASE ONE CIRCUIT AND LOW VOLTAGE CABLE IDENTIFICATION BEFORE START OF
WORK, THESE VERTICAL CONDUITS SHALL BE DEMOLISHED TO 1FT ABOVE SLAB AND 15FT INTO
BUILDING, TO AVOID NEW BAGGAGE BELTS BRIDGE. CONDUCTOR AND CABLE SHALL BE
PROTECTED FROM DAMAGE DURING REINSTALLATION OF NEW CONDUIT. DEMOLITION AND
RENOVATION SHALL BE DONE SO THAT MINIMAL OUTAGES TO FACILITY OCCUR. CONTRACTOR
SHALL NOT PROCEED WITHOUT OWNER'S APPROVAL OF OUTAGE DURATION. COORDINATE WITH
LOW VOLTAGE CONTRACTOR PRIOR TO DEMOLITION OF LOW VOLTAGE RACEWAY.
COMMUNICATION AND POWER CONDUCTOR, CONDUIT TO REMAIN IN CORRIDOR RUNNING TO
COMMUNICATION ROOM. PROVIDE, EXTEND AND RECONNECT CONDUCTOR WITH MINIMAL
OUTAGE AS POSSIBLE. OWNER SHALL HAVE FINAL SAY REGARDING TIME AND LENGTH OF
OUTAGES.
TRACE AND ADJUST LOCATION ON UTILITY. REPLACE ELECTRICAL AND COMMUNICATION NOT IN
AS NEW CONDITION.
REMOVE LIGHT POLE AND ITS CIRCUITS BACK TO SOURCE. EXTEND AND RECONNECT ANY
ELECTRICAL ITEMS THAT REMAIN IN SERVICE.
EXISTING UTILITIES TO BE TRACED AND CONTRACTOR TO PROTECT ANY ELECTRICAL
COMMUNICATION FROM DAMAGE DURING DEMOLITION AND RENOVATION.
EXISTING WALLPAK EXTERIOR LIGHT, CONDUIT, AND CIRCUIT SHALL BE REMOVED BACK TO
SOURCE.
1
2
KEY NOTES:
1. CONTRACTOR TO REPAIR AND BRING TO NEW CONDITION AREAS AFFECTED BY DEMOLITION.
REPAIR INCLUDES PATCHING, DRYWALL, PAINTING, AND ANY OTHER MATERIAL NEEDED TO
MAKE SURFACE LOOK PROFESSIONALLY DONE.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER FOR
CONSTRUCTION HOURS OF OPERATION. ANY ELECTRICAL POWER OR ILLUMINATION OUTAGES
SHALL BE FULLY COORDINATED WITH OWNER A MINIMUM OF 2 WEEKS PRIOR TO START OF
WORK.
3. OPERATION OF AIRPORT WILL REQUIRE TEMPORARY STRUCTURES TO BE INSTALLED.
CONSTRUCTION SHALL AT ALL TIMES BE OUT OF VIEW OF THE PUBLIC. ALSO ALL AREAS SHALL
BE MADE CLEAN FROM CONSTRUCTION DEBRIS, EQUIPMENT, AND TOOLS AT THE END OF
EVERY BUSINESS DAY. COORDINATE WITH OWNER SECURE LOCATION FOR STORING
EQUIPMENT BEFORE START OF WORK.
4. REFER TO LOW VOLTAGE T-SERIES SHEETS AND SPECIFICATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR INSTALLING RACEWAY TO SERVE LOW VOLTAGE DESIGN IN ACCORDANCE
WITH LOW VOLTAGE PLANS AND SPECIFICATIONS.
5. EXISTING UNDERGROUND UTILITIES SHALL BE CLEARLY MARKED AND PROTECTED DURING
CONSTRUCTION. DAMAGE AND OUTAGES DUE TO FAILURE IN IDENTIFYING UNDERGROUND
UTILITIES BEFORE START OF CONSTRUCTION SHALL SHALL BE THE
GENERAL NOTES:
N
NORTH
3
4
5
6
7
8 REVISIONS#DATEDESCRIPTIONBYCONFORMED SET
178
BENCHBENCHB16B15B14B13B12AKBK.7B11BE1BE2BE5BE8BE4BE9C31C32C33C34C36C37C38C3BC3CC3DBH.2BH.31211115612113315556777777ELEC. RM.COMM. RM.JANITOR. RM.ELEV. #1ESCALATOR #2ESCALATOR #11L2-321L2-341ESCALATOR ESCALATOR TICKETING127751500 West Fulton St.Sanford, Fl. 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.comArchitectsEngineersEnvironmentalLandscape 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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 9:44:46 AM2-OB-E101PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL - ELECTRICAL DEMOLITIONENLARGED BUILDING ELECTRICAL PLAN08-11-2017S12014 1/8" = 1'-0"1TERMINAL "B" - ENLARGED 1ST FLOOR- DEMOLITION ELECTRICAL PLANORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANF.I.S. CUSTOMSTERMINAL BTERMINAL ANNORTHREMOVE ALL LIGHTING CONDUIT AND RELATED FEEDER BACK TO SOURCE. REMOVE TICKET COUNTER RECEPTACLES AND FEEDER BACK TO SOURCE CIRCUIT. RETAIN CONDUIT FOR REUSE IN NEW TICKET COUNTER. REMOVE POWER BACK TO SOURCE. IF PANELBOARD IS SOURCE, LABEL CIRCUIT BREAKER SPARE IN DIRECTORY.DEMOLISH (4) CHANDELIERS AND VERIFY LOCATION OF NEW PENDANTS PRIOR TO REMOVING CONDUIT AND FEEDER. NEW PENDENTS SHALL EXTEND EXISTING CIRCUITING AND CONDUIT. PATCH CEILING AND BRING AREA TO AS NEW CONDITION.DEMOLISH COVER PLATES, DEVICES AND FEEDERS BACK TO SOURCE AND PROVIDE PULL STRING FOR FUTURE POWER REQUIREMENTS. COLUMNS WILL BE ARCHITECTURALLY COVERED DURING RENOVATION, PROVIDE EXTENSION RINGS AND COVERPLATES AS NEEDED FOR EMPTY JUNCTION BOXES.RETAIN FEEDER, JBOX AND CONDUIT FOR QUAD RECEPTACLE AT 18"AFF. DEMOLISH NON CONVENIENCE RECEPTACLES, COVER PLATES, DEVICES AND FEEDERS BACK TO SOURCE AND PROVIDE PULL STRING FOR FUTURE POWER REQUIREMENTS. COLUMNS WILL BE ARCHITECTURALLY COVERED DURING RENOVATION, PROVIDE EXTENSION RINGS AND COVERPLATES AS NEEDED FOR EMPTY JUNCTION BOXES.RETAIN POWER IN THIS AREA TRACE AND LABEL RECEPTACLES WITH PANEL AND CIRCUIT.12KEY NOTES:1. CONTRACTOR TO REPAIR AND BRING TO NEW CONDITION AREAS AFFECTED BY DEMOLITION. REPAIR INCLUDES PATCHING, DRYWALL, PAINTING, AND ANY OTHER MATERIAL NEEDED TO MAKE SURFACE LOOK PROFESSIONALLY DONE.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER FOR CONSTRUCTION HOURS OF OPERATION. ANY ELECTRICAL POWER OR ILLUMINATION OUTAGES SHALL BE FULLY COORDINATED WITH OWNER A MINIMUM OF 2 WEEKS PRIOR TO START OF WORK.3. OPERATION OF AIRPORT WILL REQUIRE TEMPORARY STRUCTURES TO BE INSTALLED. CONSTRUCTION SHALL AT ALL TIMES BE OUT OF VIEW OF THE PUBLIC. ALSO ALL AREAS SHALL BE MADE CLEAN FROM CONSTRUCTION DEBRIS, EQUIPMENT, AND TOOLS AT THE END OF EVERY BUSINESS DAY. COORDINATE WITH OWNER SECURE LOCATION FOR STORING EQUIPMENT BEFORE START OF WORK.4. REFER TO LOW VOLTAGE T-SERIES SHEETS AND SPECIFICATIONS. CONTRACTOR SHALL BERESPONSIBLE FOR INSTALLING RACEWAY TO SERVE LOW VOLTAGE DESIGN IN ACCORDANCE WITH LOW VOLTAGE T-SERIES PLANS AND SPECIFICATIONS.GENERAL NOTES:3456REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 43456744444CONFORMED SET179
OS
PP
JJJJJJJJ
G
F
CI
G FC IG
F
C
I
J
J
JJ
J
J
J
OS
OS
J
J
J J
J
J
J
J
J
J
J
J
JJ
OS
OS
OS
NEW TICKETING AREA
OPEN
CANOPY
FAMILY
RESTROOM
MENS
ROOM
WOMENS
ROOM
GFCIGFCI
GFCI
GFCI
JANITOR / ELECTRICAL /
MECHANICAL
EBA EBB EBC EBD EBE EBF EBG
B21
B22
BJ
D
C
B19
K
BK.7
B20
B18
BE1
BE2
BE5
BE8
BE4
BE6
BE7
BE3
C1 C3
C14
CA
CB
CC
CD
CE
C4
C3A
C3B
C3C
BH.1
BH.2
BH.3
C2
BH.05
WP/GFCI
WP/GFCI
(E)UPS1 (E)1LQ1
(E)1HQ1(E)1LE1
(E)MSB-2
(E)MSB1
XFMR 2L1
(E)2L1
(E)1L1
(E)EDP
(E)1HE1
(E) UPS
ATS-Q
(E)1LQ2- 23
WP/GFCI
WP/GFCI
LN
T-LN
HNLE
HE
T-LE
LOCATE IN FLOOR RECEPTACLE
IN PLATFORM ABOVE. EXACT
LOCATION TO BE
COORDINATED WITH PLANE
LOCATION..
LOCATE IN FLOOR RECEPTACLE
IN PLATFORM ABOVE. EXACT
LOCATION TO BE COORDINATED
WITH PLANE LOCATION..
LN- 3
LN- 1
LN- 1
LN- 4
LN- 13
LN- 15
LN- 6
LN- 5
LN- 5
LN- 8
LN- 8
LN- 8
LN- 8
LN- 5
WP/GFCI
LN- 9
LN- 9
GFCI
LN- 10
GFCI
LE- 2 LE- 7 LE- 9 LE- 10 LE- 11 LE- 12 LE- 13
LN- 22LN- 22
LE- 16LE- 17LE- 17
LN- 2
HN- 1,3,5
LE- 20
LE- 19
LE- 18
3#3,1#8G, 1 1/4"C.
MCP-TC1
MCP-CS1
3#6,1#10G, 1 1/4"C.
3#6 & 1#10G IN 1"C.
LE- 21
LE- 22
2
EDS
1,2
SS
1
EDS
1
OSR
2
OSR
LE- 16
2-OB-AHU-1
2-OB-VAV-3
2-OB-EF-1
2-OB-VAV-2
2-OB-VAV-1
LE- 1
LN- 3
EXISTING ELECTRICAL
B1-53
EXISTING IT
B1-52
EXISTING FIRE RISER ROOM
B1-17A
?
?
BAG RUNWAY
B1-03
CORRIDOR
B1-16A
NEW TICKETING AREA
B1-07
POWER COMPANY
EXISTING TRANSFORMER
LN- 9
LN- 9
WP/GFCI
MOUNT OUTLET 1'-6"
ABOVE GRADE
INSIDE BAGGAGE
BELT.
9
6
5
4
RUN 3"C FROM
STRUCTURE TO
PANEL 1HE3
LN- 9
WP/GFCI
5
2
3
1
88888
LE- 2LE- 1 LE- 7 LE- 9 LE- 10 LE- 11 LE- 12 LE- 14LE- 1315
air
compressor
fire
sprinkler
riser
8
8
8
2-OB-EDH-2
2-OB-EDH-1
(TYPICAL OF 9)
1HE3
MSB2
MSB2
SPARE
LN- 5
LN- 19
M
LN- 20
30/NF/1/12#10 &1#10G-3/4"C
30/NF/1/2
HN- 32,34,36
90/NF/3/1
HN- 38,40,42
3#3 & 1#8G IN 1 1/4"C
+7'-0"AFF
30/NF/3
LN- 12,14,16
GFCI
HN- 27,29,3130/NF/3/1
GFCI
VFD
10
LN- 21
2-OB-AFM-1
TS
FS
30/F/3/MOMA 1
HN- 21,23,25
3#8 & 1#10G-3/4"C.
AIR COMPRESSOR
FUSE PER MANUFACTURER
100/NF/3/1
HN- 20,22,24
3#4 &1#8G 1 1/4"C.
HN- 26,28,30
30/NF/3/1
3#10 &1#10G -3/4"C.
11
11
FULLY COORDINATE
LOCATION OF
CONCRETE DUCT
BANK WITH UTILITIES
AND STRUCTURE
BEFORE START OF
WORK.
12
LN- 17
12
12
7
13
LN- 18
LE- 23LE- 23
LN- 18
LN- 3
LN- 3
14
LN- 19
LN- 5
REC. PUMP
14
LN- 8LN- 8
LE- 15
NEW AUTO-DOOR
TRENCH WITH (2) 1"
CONDUITS.
TRENCH WITH (2) 1"
CONDUITS.
FIDS/KIOSK
FIDS/KIOSKFIDS/KIOSK
GFCIGFCIGFCIGFCI
SIGNAGE+
13FT AFF
+7'-6"AFF+7'-6"AFF
GFCIGFCI
SIGNAGE
+8FT AFF LN- 26
LN- 26
LN- 28LN- 28
LN- 26
WP/GFCI
FIDS/MONITOR
FIDS/MONITOR
PROVIDE POWER PACK AND
TIME CLOCK CONTROL TO
2ND FLOOR LIGHTING
CONTROLLER
BAS
CONTROLLER
LN- 7
LN- 3
LN- 4
16 16
13
7
FIDS/
MONITOR
+7'-6"AFF
17
17
17
LOCATE IN FLOOR RECEPTACLE
IN PLATFORM ABOVE. EXACT
LOCATION TO BE COORDINATED
WITH TAIL OF PLANE LOCATION..
LN- 4
HE- 2,4,6
HE- 8,10,12
9
9
9
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
E.PALMERE.PALMERT.NASHT.NASH 1/8" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 9:20:42 AM2-OB-E102PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL- FIRST FLOOR - TICKETINGPOWER PLAN08-11-2017S12014N
NORTH
1/8" = 1'-0"1 TERMINAL "B" - FLOOR - FIRST FLOOR - POWER
PROVIDE NEW ROUTING OF COMMUNICATION AND ELECTRICAL CONDUIT
FROM 12" ABOVE SLAB WITH APPROXIMATELY 60 DEG.TRANSITION TO
STRUCTURE TO AVOID NEW BAGGAGE BELT AS FAR AS POSSIBLE.
EXIST CONDUIT TO REMAIN ABOVE CORRIDOR. EXTEND AND RECONNECT
CONDUIT, FEEDER, AND COMMUNICATIONS BACK TO ORIGINAL OPERATING
CONDITION.
PROVIDE SEPARATE PULL BOXES FOR COMMUNICATIONS AND POWER FOR
SMOOTH CONDUIT TRANSITION. COLOR AND LABEL PULL BOXES PER
AIRPORT STANDARDS AND SPECIFICATIONS SECTION 26-05-53.
PROVIDE (2) 4" CONDUIT AND (1) 4" SPARE CONDUIT IN CONCRETE
ENCASED DUCT BANK. SEE RISER DIAGRAM ON SHEET 2-E600 FOR
CONDUCTOR SIZES AND ADDITIONAL PANEL CONNECT INFORMATION.
STUB UP CONDUIT AND CONNECT TO RACEWAY PROVIDED UNDER PHASE I
RENOVATION. PROVIDE FIRE PENETRATION AND PAINT EXTERIOR
CONDUIT TO MATCH SURROUNDING STRUCTURE. PERMANENTLY MARK
CONDUIT WITH SOURCE AND DESTINATION PANEL WITH CIRCUIT AFTER
ENTRANCE TO BUILDING. COORDINATE WITH RACEWAY INSTALLED UNDER
PHASE I RENOVATION.
CONTRACTOR TO TRACE AND VERIFY EXACT ROUTING OF SECONDARY
SERVICE CONDUCTOR PRIOR TO START OF WORK IN THE AREA.
PROVIDE (2) STUB UPS ONE FOR QUAD, ONE FOR DUPLEX RECEPTACLE, IN
MILLWORK AT 24"AFF. COORDINATE EXACT MOUNTING LOCATION WITH
MILLWORK BEFORE PLACEMENT. TYPICAL FOR TICKETING COUNTER.
PROVIDE PASS THRU J-BOX FOR POWER AND DATA FOR MONITOR AT
7'-0"AFF. RECEPTACLES AND COMMUNICATION DEVICES SHALL BE
LOCATED AT 96"AFF ON WALL BEHIND TICKETING. VERIFY EXACT LOCATION
WITH STRUCTURE. TYPICAL FOR ALL TICKETING MONITORS.
PROVIDE METAL IN-USE LOCKABLE COVERS FOR EXTERIOR RECEPTACLES.
VFD PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY
ELECTRICAL CONTRACTOR. FULLY COORDINATE WITH MECHANICAL
REGARDING FINAL LOCATION OF VFD BEFORE START OF WORK.
PROVIDE J-BOXES AND 1" CONDUIT BACK TO FIRE ALARM CONTROL PANEL
AND PROVIDE PULL STRING FOR FLOW AND TRANSFER SWITCHES.
PROVIDE J-BOX AND CONDUCTOR FOR WATER CLOSET AND URINAL
SENSOR OPERATION IN RESTROOMS. CONTRACTOR SHALL PROVIDE
CONNECTIONS TO SENSOR EQUIPMENT PER MANUFACTURER
INSTALLATION INSTRUCTIONS.
PROVIDE (2) 1" CONDUITS STUB-UPS WITH PULL STRINGS BACK TO
NEAREST COMMUNICATIONS ROOM FOR TICKETING COUNTERS. EXISTING
EMPTY CONDUITS MAY BE REUSED IF LOCATED IN GENERAL AREA AND
MEET OR EXCEED SIZE REQUIREMENTS. REFER TO LOW VOLTAGE T-
SERIES SHEETS FOR ADDITIONAL INFORMATION.
PROVIDE LOCKABLE STAINLESS STEEL IN-USE RECEPTACLE COVER.
PROVIDE STUB UP FOR TWO QUAD RECEPTACLES, AND ONE FOR
TELEPHONE DATA MOUNTED IN MILLWORK AT 24"AFF. COORDINATE EXACT
MOUNTING LOCATION WITH MILLWORK BEFORE PLACEMENT. TYPICAL FOR
TICKETING COUNTER.
CURBSIDE TICKETING CABINET CIRCULATION FAN TO BE PROVIDED WITH
CABINET AND INSTALLED/ TESTED BY ELECTRICAL CONTRACTOR.
PROVIDE 120V, 20 AMP CIRCUIT FOR CONTROL OF BAGGAGE BELT DOORS.
COORDINATE EXACT PANEL, CIRCUIT, CONTROLS, AND LOCATION WITH
BELT INSTALLATION EQUIPMENT. ELECTRICAL CONTRACTOR IS
RESPONSABLE FOR FULLY OPPERABLE AUTOMATIC DOORS.
MECHANICAL SHALL PROVIDE MAGNETIC LINE STARTER & ELECTRICAL
CONTRACTOR TO MAKE CONNECTIONS PER MANUFACTURER
INSTALLATION INSTRUCTIONS.
1
2
KEY NOTES:
1. CONTRACTOR TO COORDINATE WITH EXISTING CONDITIONS BEFORE START
OF WORK. UNDISCOVERED CONDITIONS AFTER RENOVATION BEGINS WILL
NOT BE A VALIDATION FOR A CHANGE IN SCOPE.
2. PROVIDE TELEPHONE DATA 1" RACEWAY AND BACKBOX FOR ALL MONITORS.
EXACT LOCATION SHOWN ON THIS PLAN ARE APPROXIMATE AND EXACT
LOCATION TO BE VERIFIED PRIOR TO START OF WORK.
3. PROVIDE FLOOR BOXES WITH DECORATIVE COVER TO MATCH ARCHITECT
FINISHES.
4. ELECTRICAL CONTRACTOR IS TO PROVIDE JUCTION BOXES, RACEWAY, AND
PULL STRING BACK TO TELECOM ROOM FOR CAMERAS, SECURITY, DOOR
HARWARE DEVICES, AND ACCESS CONTROL PADS PER LOW VOLTAGE TY-
XXX SERIES DRAWIINGS.
5. ELECTRICAL CONTRACTOR IS TO PROVIDE JUCTION BOX, RACEWAY, PULL
WIRE, AND CABLE TRAY FOR TELECOMM DEVICES SHOWN ON TA, TC, TD, TI,
TN, & TT-XXX SERIES DRAWINGS.
GENERAL NOTES:
3
4
5
6
7
8
9
10
11
12
13
14
OUTBOUND
ADDITION
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
15
16
17 REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 4509/15/2017ADDENDUM 54
4
4
4
18
4
4
CONFORMED SET
180
JJJJJJJJJJJJ
J
J
J
J
J
B16 B15 B14 B13 B12
K
BK.7
B11
BE2
BE5
BE8
BE4
(E)1LQ2- 2 (E)1LQ2- 4
(E)1LQ2- 4
(E)1LQ2- 6
(E)1LQ2- 6
(E)1LQ2- 8
(E)1LQ2- 8
(E)1LQ2- 10
(E)1LQ2- 10
(E)1LQ2- 12
(E)1LQ2- 12
(E)1LQ2- 14
(E)1LQ2- 14
(E)1LQ2- 13
(E)1LQ2- 13
(E)1LQ2- 11
(E)1LQ2- 11
(E)1LQ2- 9
(E)1LQ2- 9
(E)1LQ2- 7
(E)1LQ2- 7
(E)1LQ2- 5
(E)1LQ2- 5
(E)1LQ2- 3 (E)1LQ2- 1(E)1LQ2- 3LE- 14
1
1 1 1 1 1 1 1 1 1 1 1
(E)1L2(2)
(E)1L2
(E)1L2- 2 (E)1LQ2- 25
(E)1LQ2- 23
(E)1LQ2- 25
(E)1LQ2- 23 (E)1LQ2- 21 (E)1LQ2- 21
3
3
GFI GFI
GFI
GFI
2
2
(E)1LQ2
(E)1LE2(E)XFMR 1LE2
(E)XFMR 1LQ2
(E)1HQ2
(E)1HE2 (E)1H2
(E)1HM2 (E) P
(E)UPS2
(E)1H6
LN- 25LN- 25LN- 23LN- 23
(E)1L2- 14
(E)1L2- 10
(E)1L2- 16
(E)1L2- 12
(E)1L2- 6
PROVIDE IN FLOOR FLOOR BOX WITH
ROOM FOR TELECOM. RUN
UNDERGROUND TO NEAREST COLUMN
AND UP TO CONCEALED BACK TO
PANEL "LN" TYPICAL OF 4.
NEW AUTO-
DOOR
SAW-CUT AND FILL TRENCH FOR
(2) 1" CONDUITS. COORDINATE
WITH STRUCTURAL.
SAW-CUT AND FILL TRENCH FOR
(2) 1" CONDUITS. COORDINATE
WITH STRUCTURAL.
BAS MECH
CTRL.
CABINET
EXISTING JANITOR
B1-42
EXISTING IT
B1-44
EXISTING MENS ROOM
B1-38
EXISTING COMMUNICATION
(E)1L2
(E)1L2
(E)1L2- 1 (E)1L2- 1
+18"
+12ft AFF +12ft AFF
GFIGFI
ELEVATOR 3
B1-48
ELEVATOR 4
B1-49 EXISTING ELEVATOR RM
B1-43
EXISTING MENS ROOM
B1-38
EXISTING MECHANICAL
B1-36 STORAGE
B1-40
FAMILY RESTROOM
B1-46
OUTBOUND BAGGAGE EXTERIOR
B1-61
EXISTING WOMENS ROOM
A1-85
+18"
LE- 15
EXISTING
AUTO-DOOR
EXISTING
AUTO-DOOR
LN- 25
FIDS/KIOSKFIDS/KIOSKFIDS/KIOSKFIDS/KIOSK
LOCATE FIDS/KIOSK QUAD
MOUNTING HEIGHT & LOCATION
PER SIGNAGE PACKAGE
4
4
44
4
(TYPICAL FOR 4 COLUMNS)
(E)1L2- 22(E)1L2- 20
LOCATE FIDS/KIOSK QUAD
MOUNTING HEIGHT & LOCATION
PER SIGNAGE PACKAGE
5
(TYPICAL OF 14)
EXISTING ELECTRICAL ROOM
B1-39
SAW-CUT AND FILL TRENCH FOR
(2) 1" CONDUITS. COORDINATE
WITH STRUCTURAL.
6 6 6
LN- 23
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.
Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASH 1/8" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 9:20:44 AM2-OB-E103PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL- FIRST FLOOR - TICKETINGPOWER PLAN08-11-2017S12014 1/8" = 1'-0"1 TERMINAL "B" - FLOOR - FIRST FLOOR - POWER N
NORTH
PROVIDE PASS THRU J-BOX FOR POWER AND DATA FOR MONITOR AT
7'-0"AFF. RECEPTACLES AND COMMUNICATION DEVICES ARE LOCATED AT
96"AFF ON WALL BEHIND TICKETING. VERIFY EXACT LOCATION WITH
STRUCTURE. TYPICAL FOR ALL TICKETING MONITORS.
PROVIDE LAV AND DRYER GFI RECEPTACLE AT 24"AFF. MAKE FINAL
CONNECTIONS TO EQUIPMENT TO PRODUCE FULLY OPERABLE SYSTEM.
PROVIDE J-BOX AND CONDUCTOR FOR WATER CLOSET AND URINAL
SENSOR OPERATION IN RESTROOMS. CONTRACTOR SHALL PROVIDE
CONNECTIONS TO SENSOR EQUIPMENT PER MANUFACTURER
INSTALLATION INSTRUCTIONS.
DECORATIVE COVERING IS BEING ADDED TO COLUMNS, MILLWORK, AND
ELEVATOR WALLS. CONTRACTOR SHALL PROVIDE EXTENTION RINGS,
ARCHITECT APPROVED COVER PLATES, AND EXTEND EXISTING
CONDUCTOR WERE NEEDED. REFER TO ARCHITECTURE DRAWINGS FOR
ADDITIONAL INFORMATION.
PROVIDE STUB UP FOR TWO QUAD RECEPTACLES MOUNTED IN MILLWORK
AT 24"AFF. COORDINATE EXACT MOUNTING LOCATION WITH MILLWORK
BEFORE PLACEMENT. TYPICAL FOR TICKETING COUNTER.
EXISTING RECEPTACLES ON FRONT WALL TO REMAIN LABLE WITH PANEL &
CIRCUIT. SEE SHEET 2-E803 FOR DETAILS.
1
KEY NOTES:
1. ALL AREAS VISABLE BY PUBLIC SHALL NOT UNDER ANY CONDITION HAVE
EXPOSED CONDUIT.
2. PROVIDE TELEPHONE DATA 1" RACEWAY AND BACKBOX FOR ALL MONITORS.
EXACT LOCATION SHOWN ON THIS PLAN ARE APPROXIMATE AND EXACT
LOCATION TO BE VERIFIED PRIOR TO START OF WORK.
3. PROVIDE FLOOR BOXES WITH DECORATIVE COVER TO MATCH ARCHITECT
FINISHES.
4. ELECTRICAL CONTRACTOR IS TO PROVIDE JUCTION BOXES, RACEWAY, AND
PULL STRING BACK TO TELECOM ROOM FOR CAMERAS, SECURITY, DOOR
HARWARE DEVICES, AND ACCESS CONTROL PADS PER LOW VOLTAGE TY-
XXX SERIES DRAWIINGS.
5. ELECTRICAL CONTRACTOR IS TO PROVIDE JUCTION BOX, RACEWAY, PULL
WIRE, AND CABLE TRAY FOR TELECOMM DEVICES SHOWN ON TA, TC, TD, TI,
TN, & TT-XXX SERIES DRAWINGS.
GENERAL NOTES:
2
3
OUTBOUND
ADDITION
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH
4
5
REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 46
4
4
CONFORMED SET
181
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
EBC EBD
B22
C1
C14
CA
CD
CE
CH
CH
CH
CH
CH
SLA
SLA
SLA
SLA
SLA
SLA
SLA
SLA
SLA
SLA
SLASLA
SLASLA
SLASLA
SLA
SLA
SLA
SLA
SLA CH CH
CH CH
CH
CHCH
CH CH CH
CH CH
CH
CH
CH CH
CH
CH
D4 D4
D4 D4E D4E D4
D
DE D4
D4 DE DE D4
DE D4 D4
D4 DE
DE
D4D4
OPEN TO
ABOVE
SEE SHEET
E204 FOR
ADDITIONAL
LIGHTING.
HN- 8
HN- 8
HN- 8 HN- 8
HN- 8
HE- 13
HN- 8
HE- 13
HE- 13HN- 8
HN- 8
HE- 13HN- 8
HE- 13 HN- 8 HN- 8
HE- 13
HN- 8 HE- 13
HN- 8
HN- 8
HN- 10
HN- 10
HN- 10
HE- 13HN- 10 HE- 13 HN- 10
HE- 13
HE- 13
HN- 10HN- 10
HN- 10
HN- 10
HN- 10HE- 13HN- 10 HE- 13
HN- 10HE- 13
HE- 13 HN- 10
HN- 10HN- 10
HN- 18
HN- 18
HN- 18
HN- 18
HN- 18
HN- 18
HN- 18
HN- 18
HN- 18
HE- 16
HE- 16
HE- 16
HE- 16
HN- 18
HN- 18
HN- 18
HN- 18
HN- 18
HN- 18
HN- 18
HN- 18
FRESCO LIGHTING CONTROL
PAD. 2-OB-FRESCO-1 FINAL
LOCATION TO BE COORDINATED
WITH OWNER.
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 18
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HN- 8
CE1
2
HE- 14
X1
LN- 24
R
LN- 24
R
LN- 24
R
LN- 24
R
3
(TYP. OF 4)
2-OB-E203 2-OB-E203
7
6
6 6
7
8
9
K K
33
HE- 16
SLD
4
6
(TYP. OF 16)
6
(TYP. OF 21)
SURFACE
MOUNTED TO
STRUCTURE
(TYPICAL)
HN- 18
SLB
HN- 18
SLD
4
ADJUST WALL MOUNT
LOCATION OF LIGHTS PER
PLACEMENT OF BAGGAGE
BELT IN THIS AREA.
2 7
(TYP. OF 3)
HE- 13
C
HE- 13
C
HE- 13
C
HE- 20
T2
HN- 16
T
HN- 16
T
HN- 16
T
HN- 16
T
HN- 16
T
HN- 16
T
HN- 16
T
HN- 16
T
HN- 16
T
HN- 16
T
HN- 16
T
HN- 7
T
HN- 7
T
HN- 7
T
5
HE- 16
SLD
4
+10FT AFF
+10'-0" AFF
+22'-6" AFF
+12'-0" AFF
+10'-0" AFF
HE- 16
SLD
4
PROVIDE BOTTOM OF
PENDENTS AT 7'-10"AFF
HE- 14
X1
HE- 13
X1
+48" AFF 11 (TYP)
10
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 :Drawn by: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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 9:20:46 AM2-OB-E201PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL EXPANSION - FIRST FLOOR- EXTENDED LIGHTING PLAN08-11-2017S12014 1/8" = 1'-0"1 OUTBOUND TERMINAL - FIRST FLOOR - EXTENDED LIGHTING PLAN N
NORTH
OUTBOUND
ADDITION
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
1
2
KEY NOTES:
WALL MOUNT FIXTURE ON SIDE OF PLATFORM TO ACCOMMODATE STAIR
LIGHTING. CONCEAL CONDUIT AND SWITCH WITH UL924 RELAY AND CONTROL
IN MECHANICAL / ELECTRICAL ROOM BELOW.
THIS ROOM CONTAINS BAGGAGE BELT.
PROVIDE RECESSED 120 VOLT JUNCTION BOX FOR HARDWIRE CONNECTION
TO +/- 24 FEET OF ROPE LIGHT. PROVIDE CHANNEL FOR ROPE LIGHT AND
POINT LIGHT INWARD TO LIGHT UP DISPLAY. DIMMING POWER PACK SHALL BE
PROVIDED AND CONNECTIONS MADE TO LIGHTING CONTROL SYSTEM.
STARTING LIGHT LEVEL FOR ALL FOUR DISPLAY CABINETS SHALL START AT
30%.
PROVIDE POWER PACK FOR TIME OF DAY OPERATION AND PROVIDE PHOTO
CELL FOR OVERRIDE OPERATION. EXTEND AND CONNECT TO BUILDING
MANAGEMENT SYSTEM.
REPLACE LIGHTS WITH TYPE "C" FIXTURES AND MOUNT TO AVOID BAGGAGE
BELT INSTALLATION.
AREA TO BE PROVIDED WITH POWER PACKS, AND OCCUPANCY SENSORS.
SEND CONTROLS BACK TO ENERGY MANAGEMENT SYSTEM TO RUN AREA
DURING OPERATION TIME CONTROLLED BY TIME OF DAY AND OCCUPANCY
SENSOR DURING OFF TIME OPERATION AT 20%.
AREA TO BE CONTROLLED BY OCCUPANCY SENSOR WITH SWITCHED
OVERRIDE.
MOUNT FIXTURES AT 9'-0" AFF, TYPICAL FOR AREA SERVED HUNG FROM
STRUCTURE. FIELD COORDINATE WITH BAGGAGE BELTS AND MECHANICAL
FOR BEST LIGHT LOCATION POSSIBLE.
MOUNT FIXTURES AT 9'-0" AFF. TYPICAL FOR AREA SERVED HUNG FROM
STRUCTURE. FIELD COORDINATE WITH MECHANICAL DUCT AND UNIT FOR
BEST LIGHT LOCATION POSSIBLE.
PROVIDE WALL MOUNTED OCCUPANCY SENSOR. HEIGHT & EXACT LOCATION
BASED ON FINAL LOCATION OF BAGGAGE BELT.
DOWN LIGHT SHALL BE MOUNTED IN PENDANT MOUNTED ALUMINUM CEILING.
GENERAL NOTES:2-OB-E2022-OB-E2023
4
5
6
7
8
9
2-OB-E202 2-OB-E202
N
NORTH
1. CONTRACTOR SHALL COORDINATE EXTERIOR FIXTURES WITH STRUCTURE AND
ARCHITECT DOCUMENTS PRIOR TO START OF WORK.
2.PROVIDE EMERGENCY AND EXIT LIGHTING THAT CONTAINS A BATTERY BALLAST
WITH UL924 RELAY FOR OPERATION AHEAD OF ALL LOCAL SWITCHING.
3.FOR FIXTURE REQUIRING PENDANT MOUNTING PROVIDE SUPPORT UP TO
RIDGED STRUCTURE.
4.ADDITIONAL POWER PACKS SHALL BE PROVIDED AS NEEDED FOR FULLY
OPERABLE LIGHTING SYSTEM. REFER TO 2-E601 FOR ADDITIONAL INFORMATION.REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 44
4
4
11
10
CONFORMED SET
182
B16 B15 B14 B13
B12
BJ
D
B17
A
B
C
K
BK.7
B11 B10
BE1
BE2
BE5
BE8
BE4
BE6
BE7
BE3
BE9
BE10
C31 C32 C33 C34 C36 C37 C38 C40
C3A
C3B
C3C
C3D
C3E
D1 D1
D1D1
D1 D1
D1 D1 D1
D1 D1 D1
D1
D1 D1
D1
D1
D1E
D1
D1
D1 D1
D1
D1
D1
D1
D1
D1
D1
D1
D1D1
D1ED1E
D1
D1E
D1
D1E
D1
D1
D1 D1
D1 D1
D1
D1
D1 D1
D1
OPEN TO
ABOVE
SEE SHEET
E205 FOR
ADDITIONAL
LIGHTING.
HN- 14 HE- 14
HE- 14HN- 14
HN- 14 HE- 14
HE- 14
HE- 14HN- 14
HN- 14
HN- 14 HE- 14 HN- 14 HE- 14 HN- 14
HE- 14HE- 14HE- 14
HN- 14 HN- 14 HN- 14 HE- 14 HN- 14
HE- 14
HN- 14
HN- 14 HE- 14 HN- 14 HN- 14 HN- 14 HN- 14
HN- 14HN- 14HN- 14HN- 14HE- 14HN- 14
HN- 14
HE- 14
HN- 14HE- 14HN- 14HN- 14HN- 14
(E)2H2- 14
(E)2H2- 14
(E)2H2- 14
(E)2H2- 14
(E)2H2- 14
HE- 14
X1
NL
NL
NL
NL
NL
NL NL
NL
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 20
T2
HE- 14
D3
HE- 14
D3
HE- 14
D3
HE- 14
D3
HE- 14
D3
HE- 14
D3
HE- 14
D3
HE- 14
D3
1 1 1 1 1 1 1 1
HN- 7
T
HN- 7
T
HN- 7
T
HN- 7
T
HN- 7
T
HN- 7
T
HN- 7
T
HN- 7
T
HN- 7
T
HN- 7
T
HN- 7
T
HN- 7
T
HN- 7
T
(E)2H2- 14
C8 (E)2H2- 14
C8
(E)2H2- 14
X1
(E)2H2- 14
X1
(E)2H2- 14
C8E
(E)2H2- 14
C8E
HN- 7
T
2-OB-E2032-OB-E2012-OB-E2061-BC1-E201NL
NL
NLNL
PROVIDE BOTTOM OF
PENDENTS AT 7'-10"AFF
MOUNT DOWNLIGHTS IN DECORATIVE
ALLUMINUM DROP CEILING.
COORDINATE WITH CEILING
MOUNTING INSTRUCTION.
(E)2H2- 14
X1
OPEN TO
ABOVE
SEE SHEET
E205 FOR
ADDITIONAL
LIGHTING.
MAIN LIGHTING CONTROL
PANEL LOCATED IN
SECOND FLOOR
MECHANICAL/ ELECTRICAL
ROOM. SEE SHEET E-601
FOR DETAILS.
+14'-6" AFF +9'-0" AFF
+8'-6" AFF
+10'-6" AFF
+10'-6" AFF
+9'-0" AFF
+14'-6" AFF
4
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.
Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASH 1/8" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 11:59:00 AM2-OB-E202PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL EXPANSION - FIRST FLOOR- TICKETING LIGHTING PLAN08-11-2017S12014N
NORTH
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
CANOPY
OUTBOUND
ADDITION
OUTBOUND
1/8" = 1'-0"1 OUTBOUND TERMINAL - FIRST FLOOR - TICKETING LIGHTING PLAN
1. CONTRACTOR SHALL COORDINATE EXTERIOR FIXTURES WITH STRUCTURE
AND ARCHITECT DOCUMENTS PRIOR TO START OF WORK.
2.PROVIDE EMERGENCY AND EXIT LIGHTING THAT CONTAINS A BATTERY
BALLAST WITH UL924 RELAY FOR OPERATION AHEAD OF ALL LOCAL
SWITCHING.
3.FOR FIXTURE REQUIRING PENDANT MOUNTING PROVIDE SUPPORT UP TO
DGED STRUCTURE.
4.ADDITIONAL POWER PACKS SHALL BE PROVIDED AS NEEDED FOR FULLY
OPERABLE LIGHTING SYSTEM. REFER TO 1-E601 FOR ADDITIONAL
INFORMATION.
5.PROVIDE (3) CIRCUITS, WITH IN LINE SURGE OUT OF PANEL "LN" FOR
EXTERIOR AWNING SIGNAGE. SEE SHEET W-501 FOR LOCATIONS. PROVIDE
POWER PAK AND RUN CONTROL WIRE BACK TO LIGHTING CONTROL SYSTEM
SEE SHEET 2-E601
GENERAL NOTES:
PROVIDE COLOR CHANGING LED FIXTURE IN FRONT OF CANOPY
COLUMNS AS SHOWN. COORDINATE WITH OWNER FOR COLOR SETTINGS.
DEFAULT COLOR TO REMAIN BLUE UNTIL OTHERWISE CONFIRMED.
1
KEY NOTES:
N
NORTH REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 4CONFORMED SET
183
EBA EBB EBC EBD EBE EBF EBG B19
BE8
BE9
BE10
C3A
C3B
C3C
C3D
C3E
D1 D1 D1 D1 D1 D1 D1 D1 D1E
D1
D1D1ED1D1D1D1D1D1D1D1
D1 D1 D1 D1 D1 D1 D1 D1
HN- 14 HN- 14 HN- 14
HN- 14
HN- 14 HN- 14
HN- 14 HN- 14
HN- 14 HN- 14
HN- 14
HN- 14 HN- 14
HN- 14
HN- 14 HN- 14
HN- 14
HN- 14 HN- 14
HN- 14
HN- 14HN- 14
HN- 14
HN- 14 HE- 14
HE- 14
HN- 14
HN- 14
NL
NL NL
NL
HN- 14
D3
HN- 14
D3
HN- 14
D3
HN- 14
D3
HN- 14
D3
HN- 14
D3 2-OB-E2022-OB-E201
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.rvt9/15/2017 11:59:01 AM2-OB-E203PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL - FIRST FLOOR - CANOPYLIGHTING PLAN08-11-2017S12014N
NORTH
1. LIGHTING SHALL BE ON TIME CLOCK / PHOTOCELL CONTROLLED SYSTEM.
PROVIDE POWERPACKS AND CONNECTION BACK TO LIGHTING
MANAGEMENT SYSTEM SHOWN ON 2-E601.
2. PROVIDE (1) CIRCUITS, WITH IN LINE SURGE OUT OF PANEL "LN" FOR
EXTERIOR AWNING SIGNAGE. SEE SHEET W-500 FOR LOCATIONS. PROVIDE
POWER PAK AND RUN CONTROL WIRE BACK TO LIGHTING CONTROL
SYSTEM SEE SHEET 2-E601
GENERAL NOTES:
OUTBOUND
ADDITION
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
CANOPY
OUTBOUND
ADDITION
OUTBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 44
4
CONFORMED SET
184
OS
OS
J
EBA EBB EBE EBF EBG B17
K
B18
BE8
CA
BE10
J4
J6
J6
J4
HN- 17
P
HN- 17
P
HN- 17
P
HN- 17
P
HN- 17
P
HN- 17
P
HN- 17
P
HN- 17
P
HN- 17
P
HN- 17
P
HN- 17
P
HN- 17
P
HE- 15
P
HE- 15
P
HE- 15
P
HE- 15
P
HE- 15
P
HE- 15
P
HE- 15
P
HE- 15
P
HE- 15
P
HE- 15
P
HE- 15
P
HE- 15
P
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
(E)2H2- 18
B
(E)2H2- 18
B
(E)2HE2- 12
BE
(E)2HE2- 12
BE
(E)2HE2- 12
BE
(E)2H2- 18
B
(E)2H2- 18
B
(E)2H2- 18
B
(E)2H2- 18
B
(E)2HE2- 12
BE
(E)2HE2- 12
BE
(E)2H2- 18
B
(E)2HE2- 12
BE
(E)2H2- 18
B
(E)2HE2- 12
B
(E)2H2- 18
B
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 13
WA
HN- 17
C4
HN- 17
C4
HN- 17
C4
HN- 17
P
(E)LPZ-7
(E)LPZ-7
(E)LPZ-7
(E)LPZ-7
MOUNT UNDER AIRPLANE
ON UPPER DECK. (TYP OF 3)
PROVIDE SEPERATE CONTROLS.
HN- 17
SP
HN- 17
SP
MOUNT ON EITHER SIDE OF
AIRPLANE NOSE ON UPPER DECK.
(TYP OF 2). PROVIDE SEPERATE
CONTROLS AND POWER PACK
BACK TO LIGHTING SYSTEM.
4
PENDANT MOUNT. (TYP OF 4)
PROVIDE POWER PACK, DMX,
AND SEPERATE CONTROLS
BACK TO NEW LIGHTING
SYSTEM.
6'-9" BELOW
CEILING
8'-9" BELOW
CEILING
8'-9" BELOW
CEILING
10'-9" BELOW
CEILING
4
MOUNT UPLIGHT 30" BELOW
WINDOW TYPICAL OF 9.
MOUNT UPLIGHT 22' ABOVE
FINISHED FLOOR.
MOUNT UPLIGHT 30" BELOW
WINDOW TYPICAL OF 8.
MOUNT UPLIGHT
30" BELOW
WINDOW TYPICAL.
D
4
4
4
2
HE- 17
1
3
+15'-0"
DAYLIGHT
SENSOR
DAYLIGHT
SENSOR
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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 11:59:05 AM2-OB-E204PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL - SECOND FLOOR -LIGHTING PLAN08-11-2017S12014N
NORTH
OUTBOUND
ADDITION
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
1/8" = 1'-0"1 OUTBOUND TERMINAL - SECOND FLOOR - LIGHTING PLAN
N
NORTH
1. CONTRACTOR SHALL COORDINATE EXTERIOR FIXTURES WITH
STRUCTURE AND ARCHITECT DOCUMENTS PRIOR TO START OF WORK.
2.PROVIDE EMERGENCY AND EXIT LIGHTING THAT CONTAINS A BATTERY
BALLAST WITH UL924 RELAY FOR OPERATION AHEAD OF ALL LOCAL
SWITCHING.
3.FOR FIXTURE REQUIRING PENDANT MOUNTING PROVIDE SUPPORT UP
TO RIDGED STRUCTURE.
4.ADDITIONAL POWER PACKS SHALL BE PROVIDED AS NEEDED FOR
FULLY OPERABLE LIGHTING SYSTEM. REFER TO 1-E601 FOR ADDITIONAL
INFORMATION.
GENERAL NOTES:
PROVIDE NEW 380 WATTS LIGHTING FIXTURES ON EXISTING CIRCUIT.
PREVIOUS FIXTURES WERE 720 WATTS TOTAL FOR A REDUCTION OF 340
WATTS. PROVIDE POWER PACK AND DMX CONTROL BACK TO NEW
BUILDING LIGHTING CONTROL SYSTEM. SEE SHEET 2-E601 FOR
ADDITIONAL INFORMATION.
PROVIDE LIGHTNING PROTECTION FOR CANOPY. SEE SHEET 2-OB-E401
FOR ADDITIONAL INFORMATION.
PROVIDE SIGNAGE CIRCUIT & RACEWAY BASED ON WAVEFINDING
DRAWINGS. PROVIDE CONTROLS BACK TO LIGHTING CONTROL SYSTEM.
SEE SHEET 2-E601 FOR ADDITIONAL INFORMATION.
1
KEY NOTES:REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 44
4
4
4
2
3
4
CONFORMED SET
185
OSOSB16B15B14B13B12B17KB11BE8BE9C31C32C33C34C36C37C38C3DBBEBEBBEBBBBEBEBBEBBBEBBBBBEBBBEBBEBBBEBBBBBEBEBE BB BBE BBE BBBEBBEBBEBEBEBEBEBEBEBEBBEBBEBBEBBEBEBX1SEE SHEET 2-E201 FOR LOWER LEVEL LIGHTINGB(E)2H2- 18(E)2HE2- 12(E)2H2- 16(E)2HE2- 10(E)2H2- 16(E)2HE2- 10(E)2H2- 14(E)2HE2- 8(E)2HE2- 6 (E)2HE2- 6(E)2HE2- 6(E)2HE2- 6(E)2HE2- 6(E)2HE2- 6(E)2HE2- 6(E)2HE2- 8(E)2H2- 16(E)2HE2- 10(E)2H2- 16(E)2HE2- 10(E)2H2- 18(E)2HE2- 12(E)2H2- 18(E)2HE2- 12(E)2H2- 16(E)2H2- 16(E)2H2- 16(E)2H2- 16(E)2H2- 14(E)2H2- 14(E)2H2- 16(E)2H2- 16(E)2HE2- 8(E)2H2- 14(E)2H2- 14(E)2HE2- 8(E)2H2- 16(E)2HE2- 10(E)2HE2- 10(E)2H2- 16(E)2HE2- 12(E)2H2- 18(E)2H2- 18(E)2H2- 18(E)2H2- 16(E)2H2- 16(E)2H2- 16(E)2HE2- 10(E)2HE2- 12(E)2HE2- 12(E)2HE2- 6(E)2H2- 8(E)2HE2- 6(E)2H2- 8(E)2H2- 8(E)2H2- 8(E)2H2- 10(E)2HE2- 6(E)2H2- 10(E)2HE2- 6(E)2H2- 10(E)2HE2- 6(E)2H2- 10(E)2HE2- 6(E)2H2- 10(E)2HE2- 62HE3- 7J42HE3- 7J42HE3- 7J42HE3- 7J62HE3- 7J42HE3- 7J42HE3- 7J42HE3- 7J62HE3- 7J62HE3- 7J4EXISTING MECHANICAL ROOMB2-01ELEVATOR 3B1-48ELEVATOR 4B1-49??2HE3 2LE3T2LE3PANELS UNDER PHASE 1 DOCUMENTS(E)2HE2- 211111-14'-0" BELOW CEILING-16'-0" BELOW CEILING-7'-0" BELOW CEILING-9'-0" BELOW CEILING-14'-0" BELOW CEILING-13'-0" BELOW CEILING-6'-6" BELOW CEILING-4'-6" BELOW CEILING-14'-0" BELOW CEILING-13'-0" BELOW CEILINGLIGHTING SYSTEM CONTROL PANEL2DAYLIGHTSENSORSDAYLIGHTSENSORS444500 West Fulton St.Sanford, Fl. 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.comArchitectsEngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic / TransportationOffices in:·Florida·Puerto Rico·Connecticut·Maryland·TexasA Full ServiceA & E Firm 1/8" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 9:44:49 AM2-OB-E205PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL - SECOND FLOOR -TICKETING LIGHTING PLAN08-11-2017S12014 1/8" = 1'-0"1OUTBOUND TERMINAL - SECOND FLOOR - TICKETING LIGHTING PLANOUTBOUND ADDITIONORLANDO SANFORD INTERNATIONAL AIRPORTKEY PLANOUTBOUNDF.I.S. / CUSTOMSINBOUNDNNORTHNNORTH1. CONTRACTOR SHALL COORDINATE EXTERIOR FIXTURES WITH STRUCTURE AND ARCHITECT DOCUMENTS PRIOR TO START OF WORK.2.PROVIDE EMERGENCY AND EXIT LIGHTING THAT CONTAINS A BATTERY BALLAST WITH UL924 RELAY FOR OPERATION AHEAD OF ALL LOCAL SWITCHING.3.FOR FIXTURE REQUIRING PENDANT MOUNTING PROVIDE SUPPORT UP TO RIDGED STRUCTURE.4.ADDITIONAL POWER PACKS SHALL BE PROVIDED AS NEEDED FOR FULLY OPERABLE LIGHTING SYSTEM. REFER TO 2-E601 FOR ADDITIONAL INFORMATION.GENERAL NOTES:PENDENT FIXTURES MOUNTING HEIGHT IS FOR REFERENCE ONLY, CONTRACTOR TO VERIFY EXACT MOUNTING HEIGHT WITH ARCHITECT DOCUMENTS PRIOR TO START OF WORK. FIXTURES SHALL BE SUPPORTED FROM STRUCTURE NOT SUSPENDED CEILING. PROVIDE DMX & POWER PAKS BACK TO CONTROL SYSTEM. PROVIDE LIGHTING PROTECTION. SEE SHEET 2-OB-E401 FOR ADDITIONAL INFORMATION. 1KEY NOTES:REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 424CONFORMED SET186
U
CO
CO
EJBJ
SL1- 5
SG1
SL1- 5
SG1
SL1- 5
SG1
SHEET 2-OB-E203SHEET 2-OB-E203HN- 14
D1
HN- 14
D1
HN- 14
D1
HN- 14
D1
HN- 15
D1
HN- 15
D1
HN- 15
D1
HN- 15
D1
HN- 15
D1
HN- 15
D1
HN- 15
D1
HN- 15
D1
HN- 15
D1
HN- 15
D1
HN- 15
D1
HN- 15
D1
HE- 14
D1E
HE- 14
D1E
HN- 15
D1
HN- 15
D1
HN- 15
D1E
HE- 14
D1E
HE- 14
D1E
HN- 15
D1E
HN- 15
D1E
HE- 14
D1E
HE- 14
D1E
HE- 14
D1E
HN- 14
D3
HN- 14
D3
HN- 14
D3
HN- 14
D3
3
BAGGAGE CLAIM #3
BAGGAGE CLAIM #1 & 2
NL NL NL
NL
RED CLEVELAND BLVD.
HE- 19
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.rvt9/15/2017 11:59:10 AM2-OB-E206PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL - RED CLEVELANDBLVD.-SITE LIGHTING PLAN08-11-2017S12014 1/8" = 1'-0"1 OUTBOUND TERMINAL- ENLARGED- RED CLEVLAND BLVD.- SITE LIGHITNG PLAN N
NORTH
OUTBOUND
ADDITION
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
CANOPY N
NORTH
1. CONTRACTOR SHALL PROVIDE CONCRETE BASE FOR ALL BOLLARDS
AND INGRADE SITE LIGHTING. MOUNTING SHALL BE SUFFICIENT LIGHT
IMPACT WITH GOLF CARTS, AND LAWN EQUIPMENT.
2. CONTRACTOR SHALL REFER TO LANDSCAPE DOCUMENTS FOR FINAL
LOCATION PRIOR TO START OF WORK.
GENERAL NOTES:
RED CLEVELAND BLVD.
BAGGAGE CLAIM 3
REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 4PROVIDE SIGNAGE CIRCUIT & RACEWAY BASED ON WAVEFINDING
DRAWINGS. PROVIDE CONTROLS BACK TO LIGHTING CONTROL SYSTEM.
SEE SHEET 2-E601 FOR ADDITIONAL INFORMATION.
PROVIDE DMX FEED TO COLOR CHANGING DOWN LIGHTS. REFER TO
SHEET 2-E601 FOR ADDITIONAL INFORMATION.
REPLACE EXISTING FIXTURES WITH TYPE 'D1' IN FRONT OF CUSTOMS &
FIS CANOPIES. EXTEND CONDUCTOR TO EXISTING CIRCUIT. PROVIDE
POWER PACK AND NEW CONTROL WIRING BACK TO LIGHTING SYSTEM IN
3/4"C.
1
KEY NOTES:
3
2
4
4
4
CAR RENTAL BUILDING
CONFORMED SET
187
J JHE- 21 HE- 23
J HE- 25
INBOUNDFIS
RED CLEVELAND BLVD.
1 1
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 1/16" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 9:21:01 AM2-OB-E207PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL - RED CLEVELAND BLVD. -CANOPY LIGHTING PLAN08-11-2017S12014REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 4 1/16" = 1'-0"1 OUTBOUND TERMINAL - CANOPY SIGNAGE PLAN N
NORTH
OUTBOUND
ADDITION
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
4
J J
J
CONFORMED SET
188
LIGHTNING PROTECTION GENERAL NOTES:
1. THE COMPLETE INSTALLATION SHALL MEET THE REQUIREMENTS OF THE
NATIONAL FIRE PROTECTION ASSOCIATION'S "STANDARD FOR THE
INSTALLATION OF LIGHTNING PROTECTION SYSTEMS, 2011 EDITION" (NFPA
780") AND THE "INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION
SYSTEMS, U.L. 96A" OF UNDERWRITERS LABORATORIES INC.
2. COPPER LIGHTING PROTECTION SYSTEM COMPONENTS SHALL NOT BE
MOUNTED TO ALUMINUM SURFACES. ALUMINUM COMPONENTS SHALL BE
USED TO AVOID ELECTROLYTIC CORROSION.
3. GROUND METAL BODIES WITHIN THE BONDING DISTANCES DETERMINED BY
NFPA 780 - 2011 EDITION SHALL BE BONDED TO THE SYSTEM IN ACCORDANCE
WITH THOSE REQUIREMENTS.
4. UNDERGROUND METALLIC PIPING ENTERING THE BUILDING SHALL BE BONDED
TO THE NEAREST DOWN CONDUCTOR OR GROUND ELECTRODE.
5. ADHESIVE USED WITH ADHESIVE AIR TERMINAL BASES, CONDUCTOR
FASTENERS AND ROOF PENETRATIONS SHALL BE COMPATIBLE WITH ROOFING
MATERIAL - VERIFY WITH ROOFING CONTRACTOR.
6. ALL ELEVATIONS ARE APPROXIMATE AND ARE TAKEN FROM AVERAGE GRADE.
7. THE DESIGN SHOWN FOR THESE SYSTEMS ARE SCHEMATIC AND ARE
INTENDED TO SHOW BASIC SYSTEM DESIGN. CONTRACTOR SHALL VERIFY
DIMENSIONS AND SITE CONDITIONS AND PROVIDE SYSTEMS THAT COMPLY
WITH CODE REQUIREMENTS.
8. AIR TERMINALS ARE TO BE LOCATED AS SHOWN. THEY ARE TO BE A MAXIMUM
24" FROM THE ROOF EDGE AND PROJECTED A MINIMUM OF 10' ABOVE THE
PROTECTED EDGE. THE SPACING BETWEEN AIR TERMINALS IS NOT TO
EXCEED 20 FEET. AIR TERMINALS THAT EXTEND 24" ABOVE THE PROTECTED
EDGE ARE NOT TO EXCEED SPACING GREATER THAN 25' EXCEPT FOR
MID-ROOF AIR TERMINALS (50' MAX SPACING).
9. ALL LIGHTNING CONDUCTORS ARE TO MAINTAIN A HORIZONTAL OR
DOWNWARD PATH. ALL BEND IN THE CONDUCTOR SHALL HAVE A RADIUS BEND
OR 8 INCHES OR GREATER AND SHALL HAVE AN ANGLE BEND OF 90 DEGREES
OR GREATER.
10. EACH INDIVIDUAL ITEM OF THE LIGHTNING PROTECTION SYSTEM IS NOT
LABELED FOR THE SAKE OF CLARITY ITEMS ARE INDICATED AT RANDOM
LOCATIONS ONLY, BUT A COMPLETE SYSTEM SHALL BE PROVIDED TO MEET
MASTER LABEL REQUIREMENTS.
EBA EBB EBC
EBD
EBE EBF EBG
B21
B16 B15 B14 B13 B12
B22
BH
B17B19
K
BK.7
B11 B10B18
BE1
BE2
BE5
BE8
BE4
C1
C14
CA
CD
CE
BE9
BE10
C31 C32 C33 C34 C36 C37 C38 C40
C3C
C3D
BH.1
BH.2
BH.3
NEW CANOPY
NEW CANOPY
SLOPE 1/4:12S
L
O
P
E 1/4:12
SLOPE 1/4:12EXISTING ROOF TO REMAIN
NEW CANOPYSLOPE 1/4:12NEW ULTRA-DEK
STANDING SEAM
ROOF BY "MBCI" OR
ARCHITECT
APPROVED EQUAL
NEW 60 MIL TPO ROOFING
OVER 5/8" COVERBOARD
OVER R-20 RIGID INSULATION
OVER METAL DECK
TAPERED INSULATION TO
DRAINS MIN. 1/4" / 1'-0" PITCH
3" MIN SLOPED
INSULATION TO
DRAINS
EXISTING STANDING
SEAM ROOF TO
REMAIN -REPLACE
ALL ROOF AND WALL
FLASHING
NEW ALUMINUM STANDING
SEAM ROOF BY "PAC-CLAD
TIGHT LOC PLUS PANEL" AT 18"
O.C. OR ARCHITECT APPROVED
EQUAL -COLOR IS PATINA
GREEN TO MATCH EXISTING
PASSENGER BRIDGE ROOFING
NEW SKYLIGHTS
WITH ROOF
CRICKETS -TYP
NEW
SKYLIGHTS
WITH ROOF
CRICKETS -TYP
NEW ROOF ACCESS LADDER
RD RD RD RD RD
RD
RD RD
RD
SLOPED ROOF
TRUSSES BELOW SLOPE PER JOIST BELOWRESLOPE AND REFLASH
EXISTING ROOF
EXTEND AND BOND TO EXISTING
LIGHTNING PROTECTION SYSTEM..
PROVIDE NEW LIGHTING
TERMINALS EVERY 20'OC.
PROVIDE NEW CROSS CONDUCTOR
G T
B
G
T
B
G T
B
GT
B
G
T
B
G
TB
G
T
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B B B B B
B B B B B B B B
B
B
B
B
B
B
B
G
T
B B B B B
B
BB
B
B T
B BT B
PROVIDE NEW LIGHTING
TERMINALS EVERY 20'OC.
PROVIDE NEW LIGHTING
TERMINALS EVERY 20'OC.
B B B B B B B B B
T T
T
2 2
G
GGG
2 2
T T T
G G G G
B
AIR TERMINAL
THRU ROOF CONNECTOR ASSEMBLY WITH DOWN CONDUCTOR BOND
TO STRUCTURAL STEEL BELOW.
5/8" x 10" COPPER GROUND ROD WITH UNIVERSAL GROUNDING
CLIPS.
CLASS 1 COPPER LIGHTNING CONDUCTOR (29 STRANDS OF 16 AWG
WIRE - 215 LBS. PER 1000 FEET) AIR TERMINAL DETAILS FOR METHOD OF
FASTENING, SECURE TO BUILDING EVERY 3 FEET MAXIMUM.
LIGHTNING PROTECTION LEGEND:
T
G
BONDED CABLE CONNECTION.
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.
Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASHAs indicatedC:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 11:59:12 AM2-OB-E401PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAOUTBOUND TERMINAL - ROOF PLAN08-11-2017S12014 1/16" = 1'-0"1 ELECTRICAL TERMINAL "B" - ROOF PLAN N
NORTH
KEY NOTES:
PROVIDE LIGHTNING RODS AS SPECIFIED.
EXTEND AND CONNECT TO LIGHTNING
SYSTEM ON UPPER ROOF. VERTICAL
CONDUCTOR SHALL BE CONCEALED FROM
VIEW.
1
NOTE: REFER TO SHEET 2-E801 FOR LIGHTNING PROTECTION DETAILS.
OUTBOUND
ADDITION
ORLANDO SANFORD INTERNATIONAL AIRPORT
KEY PLAN
OUTBOUND F.I.S. /
CUSTOMS
INBOUND
N
NORTH REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 42
4
4
4
CONFORMED SET
189
CONFORMED SET190
A
B
C
E
F
A
AAAAA
B
B
A
A
AA
E
A AA
AA
B B
B B
AA
B B
B
B
A
A
B B
B B
BBCC
AAAAA
BBCC
A
BBCC
A
BBCC
A
ID#B
B ID#ID#B B
B
BID#B
BID#B
BID#B
BID#B
B
B
BID#ID#B
B
B
BID#A
B
BID#AA
B
BID#AID#B
B
A
B
BID#B
BID#A
B
BID#AID#B
B
A
B
BID#A
B
BID#A
B
BID#A
B
BID#AA
BBCC
A
BBCC
A
BBCC
A
BBCC
A
G V
C
C
F E
E
E
C C
ON/OFF
G V
C C
ON/OFF
G V
C C
ON/OFF
G V
C C
G VG VG VG V
G V
C
C G V
C
C G V
C
C G V
C
C G V
C
C
G V
C
C G V
C
C
G V
C
C
G V
C
C
G V
C
CG V
C
CG V
C
C
G V
C
CG V
C
CG V
C
C
G V
C
C
G V
C
CG V
C
C
G V
C
C
G VG V
G VG V
TO nBRG 8 OR nGWY
ID# XXXXXXXX PORT #
TO nBRG 8 OR nGWY
ID# XXXXXXXX PORT #
PS-150
Power supply
for nbridge
EXTEND LINE TO PHASE
1 HUB BRIDGE.
OUTBOUND TERMINAL FIRST FLOOR
BAGGAGE SCREENING
Npodm 2P DX
ON/OFF RAISE/LOWER 2
ZONES
DIMMER OVERRIDE SWITCH
ZONE B
INSIDE
DIMMER OVERRIDES
a AND b
INSIDE
NPODM DX
ON/OFF RAISE/LOWER
DIMMER OVERRIDE SWITCH
DIMMER OVERRIDE
a
OUTSIDE
ZONE A
INSIDE
ZONE a
OUTSIDE
"LT" SENSORS TO BE USED
UNDER BAGGAGE CANOPY AREA
POWER PACK FOR EXTERIOR
SLB WALL PACKS
TYPE T EAST SIDE TYPE T WEST SIDE TYPE T2 WEST SIDE
FCS 7TSN DBL
PS-10
POWER SUPPLY
FOR FCS
FOR DIMMING AND
SWITCHING OF LIGHTING,
PRESET SCENES, AND RGB
COLOR CHANGING VIA DMX
FRESCO SHOW
TOUCHSCREEN
CONTROLLER
TYPE T2 EAST SIDE
TYPE WA ZONE 1 TYPE WA ZONE 3TYPE WA ZONE 2 TYPE P
OVER PLANE #17 POWER PACK FOR 120V
FIXTURES UNDER PLANE
WING
AS LOCATED ON RCP
OUTBOUND TERMINAL FIRST FLOOR TICKETING
TYPE P #15
EMERGENCY LIGHTS
VIA UL924 PACK
POWER PACK FOR
DISPLAY CASE LIGHTING
TYPE BE
DAYLIGHT ZONE
OUTBOUND TERMINAL SECOND FLOOR
TYPE B DAYLIGHT ZONE TYPE B
NON DAYLIGHT ZONE
TYPE BE
NON DAYLIGHT ZONE
UL924 PACK REQUIRES
EMERGENCY FEED AND
NORMAL SENSE LEG
TYPE DE DOWNLIGHTS
UNDER DROP OFF CANOPY
TYPE D DOWNLIGHTS
UNDER DROP OFF CANOPY
FRESCO DXT
PANEL
DMX TO RGB PENDANTS ADJACENT TO ESCALATORS
DMX TO RGB DOWNLIGHTS UNDER TICKETING CANOPY
DMX TO RGB PENDANTS LOCATED TWO ENTRY/EXIT LOCATIONS
CONNECTION TO LAN VIA
BACNET
RESTROOMS OUTBOUND TICKETING
TERMINAL
TYPE H8 TYPE H8E
AS LOCATED ON RCP POWER PACK FOR BOLLARDS
CAT 5E
(LOW VOLTAGE)
CLASS 1
(LINE VOLTAGE)
CLASS 2
(LOW VOLTAGE)
WIRE LEGEND
CAT 6
(LOW VOLTAGE)
DMX
(LOW VOLTAGE)
Npodm DX
ON/OFF RAISE/LOWER
DIMMER OVERRIDE SWITCH
DIMMER OCC/VACANCY
SENSOR COMBO
WSXD PDT DX
G V
LARGE OFFICE CEILING MOUNT OCC SENSOR AND DIMMER SWITCH
NORMAL LIGHTING CIRCUITS
SMALLER OFFICE WALL DIMMER OCC SENSOR SWITCH COMBO
LINE VOLTAGE WITH 0-10V DIMMING
DIMMER OCC SENSOR
COMBO
NWSX PDT LV DX
SMALLER OFFICE WITH DAYLIGHTING WALL
DIMMER OCC SENSOR SWITCH COMBO
TYPICAL STANDALONE SYSTEM RISER
DIMMER OCC/VACANY
SENSOR COMBO
WSX PDT XX
SMALLER OFFICE WALL OCC SENSOR SWITCH COMBO
LINE VOLTAGE
NOTE:
THE ABOVE SYSTEM IS BASIS OF DESIGN ONLY AND APPROVED EQUALS ARE ACCEPTABE. EQUAL EQUIPMENT MUST MEET OR EXCEED THE BASIS OF DESIGN SYSTEM REQUIREMENTS FOR A UNIFIED BUILDING CONTROL SYSTEM.
DIMMING PHOTOCELL
NCM ADC
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
PLUG LOAD CONTROL
NPP20 PL
TO
FROM
OCCUPANCY SENSOR
NCM PDT 10
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
PLUG LOAD CONTROL
NPP20 PL
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
OCCUPANCY SENSOR
NCM PDT 10
OCCUPANCY SENSOR
NCM PDT 10
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
n
HOT
NEUTRAL
LOCATION
ACUITY CONTROLS
NLIGHT NETWORK WITH ECLYPSE CONTROL
TYPICAL NETWORK SYSTEM RISER ORLANDO SANFORD INTERNATIONAL AIRPORT PHASE 2
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
DAYLIGHT SENSOR
NCM ADCX
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
SWITCHING & 0-10V
DIMMING PACK
NPP16 D ER
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
UL924 PACK REQUIRES
EMERGENCY FEED AND
NORMAL SENSE LEG
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D ER
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
UL924 PACK REQUIRES
EMERGENCY FEED AND
NORMAL SENSE LEG
SWITCHING & 0-10V
DIMMING PACK
NPP16 D ER
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
UL924 PACK REQUIRES
EMERGENCY FEED AND
NORMAL SENSE LEG
SWITCHING & 0-10V
DIMMING PACK
NPP16 D ER
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
OCCUPANCY SENSOR
NCM PDT 10
OCCUPANCY SENSOR
NCM PDT 10
EMERGENCY LIGHTING
TO DIM & SWITCH
WITH NORMAL LIGHTING
VIA UL924 PACK
UL924 PACK REQUIRES
EMERGENCY FEED AND
NORMAL SENSE LEG
SWITCHING & 0-10V
DIMMING PACK
NPP16 D ER
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
LOCATE IN NEAREST IT
ROOM CLOSEST TO
AREA SERVED
SPARE
*CONTRACTOR TO PROVIDE NEMA 1 ENCLOSURE REQUIRED FOR CLASS 1 POWERED
VERSION OF EQUIPMENT PERTAINING TO THIS DIAGRAM. *
LOCATE NEAR THE
TICKETING COUNTER
LOCATE BEHIND THE
TICKETING COUNTER BACK
OF HOUSE COORIDOR.
RISER DIAGRAM IS TO SHOW DESIGN INTENT FOR STANDALONE AND NETWORK AREAS. REFER TO FLOOR PLANS FOR QUANTITIES OF
CONTROL DEVICES SUCH AS OCCUPANCY SENSORS, PHOTOCELLS, DIMMER SWITCHES, BRIDGE HUBS, SWITCHES, AND TOUCHSCREENS.
QUANTITIES OF DIMMING POWER PACKS AND UL924 DIMMING POWER PACKS REQUIRED PER SWITCH LEGS, CIRCUITING AND DAYLIGHT ZONES.
ROOM LOCATIONS LISTED BELOW INDICATE GENERAL DESIGN INTENT BUT ARE NOT LIMITED TO JUST THOSE SPECIFIC ROOMS.
SPARE
DAYLIGHT
SENSOR nCM
ADCX
SWITCHING & 0-10V
DIMMING PACK
NPP16 D ER
TO
FROM
SWITCHING & 0-10V
DIMMING PACK
NPP16 D
TO
FROM
SIGNAGE
PROVIDE ONE PACK PER CIRCUIT
OnOff
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.
Plans Prepared By :Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Surveyors
Traffic /
Transportation
Offices in:
·Florida
·Puerto Rico
·Connecticut
·Maryland
·Texas
A Full Service
A & E Firm
E.PALMERE.PALMERT.NASHT.NASH 6" = 1'-0"C:\Users\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 9:20:38 AM2-E601PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDALIGHTING CONTROL RISER DIAGRAM08-11-2017S12014N.T.S.
1 PHASE 2 LIGHTING SYSTEMS RISER DIAGRAM
1. THIS SPECIFICATION IS BASED ON THE NLIGHT® NETWORK CONTROL SYSTEM FROM SENSOR SWITCH, AN ACUITY
BRANDS COMPANY (800-727-7483, WWW.SENSORSWITCH.COM).
2. THE LIGHTING CONTROL SYSTEM MUST UTILIZE UNIVERSAL 120-277 VOLTAGE POWER PACKS WITH 0-10V DIMMING
STANDARD. THE SYSTEM MUST HAVE NETWORKED UL924 120-277 VOLT 0-10V DIMMING POWER PACKS.
STANDALONE PACKS WILL NOT BE ACCEPTED.
3. THE SYSTEM MUST BE PROVIDED WITH SOFTWARE TO HOST THE HVAC SYSTEM AS WELL AS THE LIGHTING
CONTROLS ON A GRAPHICAL HTML 5 PLATFORM FOR UNIFIED BUILDING CONTROL SYSTEM.
4. THE INSTALLING ELECTRICAL CONTRACTOR RESPONSIBILITY FOR ALL LINE AND LOW VOLTAGE TERMINATIONS AND
INSTALLATION OF ALL DEVICES.
5. ACUITY BRANDS RESPONSIBLE FOR COMPLETE START UP, PROGRAMMING AND OWNER TRAINING.
6. A MINIMUM OF TWO RETURN TRIPS THE FIRST YEAR FOR ADDITIONAL TRAINING AND PROGRAMMING IS REQUIRED.
7. THE LIGHTING CONTROL SYSTEM SPECIFIED IN THIS SECTION SHALL PROVIDE TIME-BASED, SENSOR-BASED (BOTH
OCCUPANCY AND DAYLIGHT), AND MANUAL LIGHTING CONTROL.
8. THE SYSTEM SHALL UTILIZE WALL MOUNT OCCUPANCY SWITCHES AND DIMMER SWITCH COMBINATION UNITS THAT
FIT INTO A SINGLE GANG WALL BOX FOR SMALL OFFICES.
9. THE SYSTEM SHALL UTILIZE CEILING MOUNT OCCUPANCY SENSORS AND DIMMING PHOTOCELL COMBINATION
UNITS WHERE DAY LIGHT HARVESTING IS APPLICABLE. ALL OCCUPANCY SENSORS MUST BE ABLE TO FUNCTION AS
VACANCY AND/OR OCCUPANCY DEVICES.
10. THE SYSTEM SHALL NOT REQUIRE ANY CENTRALLY HARDWIRED SWITCHING EQUIPMENT.
11. THE SYSTEM SHALL BE CAPABLE OF TURNING LIGHTING LOADS ON/OFF AS WELL AS DIMMING LIGHTS (IF LIGHTING
LOAD IS CAPABLE OF BEING DIMMED)
12. ALL SYSTEM DEVICES SHALL BE NETWORKED TOGETHER ENABLING DIGITAL COMMUNICATION AND SHALL BE
INDIVIDUALLY ADDRESSABLE.
13. THE SYSTEM ARCHITECTURE SHALL BE CAPABLE OF ENABLING STAND-ALONE GROUPS (ROOMS) OF DEVICES TO
FUNCTION IN SOME DEFAULT CAPACITY EVEN IF NETWORK CONNECTIVITY TO THE GREATER SYSTEM IS LOST.
14. THE SYSTEM ARCHITECTURE SHALL FACILITATE REMOTE OPERATION VIA A COMPUTER CONNECTION.
15. ALL SPACES TO BE CONTROLLED VIA TIME CLOCK SCHEDULING THROUGH POWER PACKS AND/OR OCCUPANCY
SENSOR CONTROL WITH OVERRIDE SWITCHES.
16. TYPICAL OFFICES AND LABS TO BE CONTROLLED VIA OCCUPANCY SENSORS AND OVERRIDE SWITCHES WITH THE
ABILITY TO BE OVERRIDDEN FROM THE NETWORK.
SYSTEM REQUIREMENTS
1. SYSTEM SHALL HAVE AN ARCHITECTURE THAT IS BASED UPON THREE MAIN CONCEPTS; 1) INTELLIGENT LIGHTING
CONTROL DEVICES 2) STANDALONE LIGHTING CONTROL ZONES 3) NETWORK BACKBONE FOR REMOTE OR TIME
BASED OPERATION.
2. FRONT OF HOUSE AREAS SENSORS ARE TO BE PROGRAMMED TO REDUCE LIGHTING LEVELS AFTER 30 MINUTES.
DESIRED LEVELS TO BE DETERMINED DURING COMMISSIONING. BACK OF HOUSE SENSORS ARE TO BE
PROGRAMMED TO TURN LIGHTS OFF AFTER 15 MINUTES.
3. DEVICES WITHIN A LIGHTING CONTROL ZONE SHALL BE CONNECTED WITH CAT-5 LOW VOLTAGE CABLING, IN A
DAISY- CHAIN FASHION, AND IN ANY ORDER.
4. LIGHTING CONTROL ZONE SHALL BE CAPABLE OF AUTOMATICALLY CONFIGURING ITSELF FOR DEFAULT OPERATION
WITHOUT ANY START-UP LABOR REQUIRED.
5. SYSTEM SHALL HAVE A PRIMARY WALL MOUNTED NETWORK CONTROL “GATEWAY” DEVICE THAT IS CAPABLE OF
ACCESSING AND CONTROLLING CONNECTED SYSTEM DEVICES AND LINKING INTO AN ETHERNET LAN.
6. SYSTEM SHALL USE “BRIDGE” DEVICES THAT ROUTE COMMUNICATION AND DISTRIBUTE POWER FOR UP TO 8
LIGHTING ZONES TOGETHER FOR PURPOSES OF DECREASING SYSTEM WIRING REQUIREMENTS.
7. SYSTEM SHALL HAVE A WEB-BASED SOFTWARE MANAGEMENT PROGRAM THAT ENABLES REMOTE SYSTEM
CONTROL, STATUS MONITORING, AND CREATION OF LIGHTING CONTROL PROFILES.
8. SYSTEM SHALL BE CAPABLE OF OPERATING A LIGHTING CONTROL ZONE ACCORDING TO SEVERAL SEQUENCES OF
OPERATION. NOTE OPERATING MODES SHOULD BE UTILIZED ONLY IN MANNERS CONSISTENT WITH LOCAL ENERGY
CODES.
a.AUTO-ON / AUTO-OFF (VIA OCCUPANCY SENSORS)
b.MANUAL-ON / AUTO-OFF
c.AUTO-TO-OVERRIDE ON
d.MANUAL-TO-OVERRIDE ON
e.AUTO ON/PREDICTIVE OFF
f. MULTI-LEVEL ON (MULTIPLE LIGHTING LEVELS PER MANUAL BUTTON PRESS)
9. AN APPLICATION THAT RUNS ON “SMART” HANDHELD DEVICES (SUCH AS AN APPLE® IPHONE®) SHALL BE
AVAILABLE FOR PERSONAL LIGHTING CONTROL.
10. CONTROL SOFTWARE SHALL ENABLE A INTEGRATION WITH A 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 DEVICES
12.VIEW AND MANAGE THE NLIGHT NETWORK WITH NLIGHT EXPLORER WEB INTERFACE WHICH SUPPORTS ECLYPSE.
SITEVIEW ENERGYTM SOLUTION THAT ALLOWS MONITORING OF BUILDING ENERGY CONSUMPTION AND PROVIDES
AN INFORMATIVE DASHBOARD DEMONSTRATING ENERGY SAVINGS AND ENVIRONMENTAL IMPACT.
• EXTRA SECURITY PROVIDED BY HTTPS SERVER
• BROWSER-BASED NLIGHT ECLYPSE AND ENVYSION CONFIGURATION USING HTML5 TECHNOLOGY
• WI-FI CLIENT, ACCESS POINT AND HOT SPOT CAPABILITIES
• DISCOVERS AND COMMISSIONS NLIGHT AND XPOINT WIRELESS DEVICES
• PROVIDES SYSTEM TIME-CLOCK INCLUDING ASTRONOMICAL TIME-CLOCK CAPABILITIES.
• STORES TIME-BASED AND INPUT ACTIVE PROFILES
• MANAGES FORWARDING OF GLOBAL CONTROL CHANNELS ACROSS BRIDGE DEVICES AND OTHER NLIGHT
ECLYPSE GATEWAYS. ON-DEMAND PROFILE FORWARDING BETWEEN GATEWAYS
• REMOTELY CONFIGURABLE AND UPGRADABLE.
NLIGHT SEQUENCE OF OPERATION FOR ORLANDO SANFORD
INTERNATIONAL AIRPORT
REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 44
CONFORMED SET
191
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\smcglumphy\Documents\MEP_S12014_03_23_16_smcglumphy.rvt9/15/2017 9:21:05 AM2-OB-E701PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAPANEL SCHEDULES08-11-2017S12014Notes:
Total Est. Demand:159 A
LIGHTING 3.7 kVA 125.00%4.6 kVA Total Conn.:157 A
POWER 114.3 kVA 100.00%114.3 kVA Total Est. Demand:132.4 kVA
Receptacle 7.4 kVA 100.00%7.4 kVA Total Conn. Load:130.3 kVA
Lighting - Exterior 5.1 kVA 125.00%6.3 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:210 A 201 A 198 A
Total Load:58.1 kVA 55.5 kVA 54.8 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 SPACE ----0 kVA 0 kVA -- -- SPACE 30
27 SPACE ----0 kVA 0 kVA -- -- SPACE 28
25 Lighting - Exterior 20 A 1 1 kVA 0 kVA -- -- SPACE 26
23 Lighting - Exterior 20 A 1 1 kVA 0 kVA 1 20 A SPARE 24
21 Lighting - Exterior 20 A 1 1 kVA 0 kVA 1 20 A SPARE 22
19 Lighting - Exterior 20 A 1 1 kVA 0.3 kVA 1 20 A OUTBOUND LIGHTING 1ST FLOOR 20
17 Lighting - Exterior 20 A 1 1 kVA 0.2 kVA 1 20 A OUTBOUND LIGHTING 1ST FLOOR 18
15 LIGHTING 20 A 1 0.8 kVA 0.3 kVA 1 20 A Lighting - Exterior 16
13 LIGHTING 20 A 1 0.5 kVA 1.7 kVA 1 20 A LIGHTING 14
11 ------12.7... 25 kVA -- -- --12
9 ------12.7... 25 kVA -- -- --10
7 MCP-CS2 60 A 3 12.7... 25 kVA 3 100 A MCP-TC1 8
5 ------2.2 kVA 12.7... -- -- --6
3 ------3 kVA 12.7...-- -- --4
1 XFMR LE 70 A 3 3.2 kVA 12.7...3 60 A MCP-CS1 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:300 A
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:1HE3 Phases:3 Mains Type:MCB
Location:JANITOR / ELECTRICAL /...Volts:480Y/277V A.I.C. Rating:65K
Branch Panel: HE
Notes:
LIGHTING 9.3 kVA 125.00%11.6 kVA
MECHANICAL 136 kVA 100.00%136 kVA Total Est. Demand:248 A
RECEPTACLES 14.3 kVA 84.97%12.2 kVA Total Conn.:248 A
OTHER 0.1 kVA 125.00%0.1 kVA Total Est. Demand:206.5 kVA
LIGHTING EXTERIOR 1.5 kVA 125.00%1.8 kVA Total Conn. Load:206 kVA
POWER 45.3 kVA 100.00%45.3 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:261 A 241 A 243 A
Total Load:72.2 kVA 66.7 kVA 67.1 kVA
41 SPARE 20 A 1 --0 kVA 18.67... -- -- -- --42
39 SPARE 20 A 1 --0 kVA 18.67...-- -- -- --40
37 SPARE 20 A 1 -- 0 kVA 18.67...67 A 3 90 A 2-OB-EDH-2 - DISC 38
35 SPARE 20 A 1 --0 kVA 2.33 kVA -- -- -- --36
33 SPARE 20 A 1 --0 kVA 2.33 kVA -- -- -- --34
31 ------ -- 1 kVA 2.33 kVA 8 A 3 20 A 2-OB-VAV-3 - DISC 32
29 ------ --1 kVA 5.33 kVA -- -- -- --30
27 2-OB-VAV-2 20 A 3 4 A 1 kVA 5.33 kVA -- -- -- --28
25 ------ -- 2.11 kVA 5.33 kVA 19 A 3 25 A 2-OB-VAV-1 26
23 ------ --2.11 kVA 15.33... -- -- -- --24
21 AIR COMPRESSOR 20 A 3 8 A 2.11 kVA 15.33...-- -- -- --22
19 LIGHTING 20 A 1 0 A 0.062... 15.33...55 A 3 70 A 2-OB-EDH-1 20
17 LIGHTING 20 A 1 3 A 0.967... 1.144... 4 A 1 20 A LIGHTING 18
15 LIGHTING 20 A 1 4 A 1.02 kVA 0.68 kVA 2 A 1 20 A LIGHTING 16
13 Lighting - Exterior 20 A 1 5 A 1.33 kVA 3.64 kVA 13 A 1 20 A LIGHTING 14
11 SPARE 20 A 1 --0 kVA 0 kVA -- 1 20 A SPARE 12
9 SPARE 20 A 1 --0 kVA 0.202...1 A 1 20 A LIGHTING 10
7 LIGHTING 20 A 1 3 A 0.8 kVA 0.495...2 A 1 20 A LIGHTING 8
5 ------ --13.018... 7.33 kVA -- -- -- --6
3 ------ --13.018... 7.06 kVA -- -- -- --4
1 2-OB-AHU-1 60 A 3 47 A 13.018... 8.39 kVA 27 A 3 70 A T-LN 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:400 A
Supply From:(E)MSB2 Phases:3 Mains Type:MCB
Location:JANITOR / ELECTRICAL /...Volts:480Y/277V A.I.C. Rating:65K
Branch Panel: HN
Notes:
Total Est. Demand:58 A
Total Conn.:63 A
0.4 kVA 125.00%0.6 kVA Total Est. Demand:20.7 kVA
POWER 8.1 kVA 100.00%8.1 kVA Total Conn. Load:22.8 kVA
RECEPTACLE 14.3 kVA 84.97%12.2 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:70 A 59 A 61 A
Total Load:8.4 kVA 7.1 kVA 7.3 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 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 0.54 kVA 5 A 1 20 A CURBSIDE MONITORS 28
25 TICKET LOBBY COMPUTER...20 A 1 9 A 1.08 kVA 0.6 kVA 5 A 1 20 A TICKETING EXT. SIGNAGE 26
23 Receptacle 20 A 1 9 A 1.08 kVA 0.44 kVA 4 A 1 20 A LIGHTING 24
21 2-OB-AFM-1 20 A 1 4 A 0.5 kVA 0.72 kVA 6 A 1 20 A Receptacle 22
19 Receptacle 20 A 1 6 A 0.72 kVA 1.57 kVA 13 A 1 20 A 2-OB-EF-1 DISCONNECT 20
17 Receptacle 20 A 1 9 A 1.1 kVA 0.72 kVA 6 A 1 20 A Receptacle 18
15 Receptacle 20 A 1 9 A 1.1 kVA 1.5 kVA -- -- -- --16
13 Receptacle 20 A 1 9 A 1.1 kVA 1.5 kVA -- -- -- --14
11 J-BOXES 20 A 1 5 A 0.6 kVA 1.5 kVA 12 A 3 20 A POWER 12
9 Receptacle 20 A 1 8 A 0.9 kVA 0.18 kVA 2 A 1 20 A Receptacle 10
7 Receptacle 20 A 1 2 A 0.2 kVA 1.08 kVA 9 A 1 20 A Receptacle 8
5 Receptacle 20 A 1 7 A 0.811... 1.1 kVA 9 A 1 20 A Receptacle 6
3 Receptacle 20 A 1 8 A 0.9 kVA 0.72 kVA 6 A 1 20 A Receptacle 4
1 Receptacle 20 A 1 3 A 0.36 kVA 0.18 kVA 2 A 1 20 A Receptacle 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:T-LE Phases:3 Mains Type:
Location:JANITOR / ELECTRICAL /...Volts:208Y/120V A.I.C. Rating:10kA
Branch Panel: LN
Notes:
Total Est. Demand:23 A
Total Conn.:23 A
Total Est. Demand:8.4 kVA
POWER 1 kVA 100.00%1 kVA Total Conn. Load:8.4 kVA
Receptacle 7.4 kVA 100.00%7.4 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:28 A 26 A 18 A
Total Load:3.2 kVA 3 kVA 2.2 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 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 kVA 1 20 A SPARE 26
23 Receptacle 20 A 1 0.4 kVA 0 kVA 1 20 A SPARE 24
21 Receptacle 20 A 1 0 kVA 0 kVA 1 20 A Receptacle 22
19 Receptacle 20 A 1 0 kVA 0 kVA 1 20 A Receptacle 20
17 Receptacle 20 A 1 0.4 kVA 0 kVA 1 20 A Receptacle 18
15 POWER 20 A 1 1 kVA 0.4 kVA 1 20 A Receptacle 16
13 Receptacle 20 A 1 0.7 kVA 0.4 kVA 1 20 A Receptacle 14
11 Receptacle 20 A 1 0.7 kVA 0.7 kVA 1 20 A Receptacle 12
9 Receptacle 20 A 1 0.7 kVA 0.7 kVA 1 20 A Receptacle 10
7 Receptacle 20 A 1 0.7 kVA 0 kVA 1 20 A SPARE 8
5 SPARE 20 A 1 0 kVA 0 kVA 1 20 A SPARE 6
3 Alpha Storage - Receptacles 20 A 1 0.2 kVA 0 kVA 1 20 A SPARE 4
1 Receptacle 20 A 1 0.7 kVA 0.7 kVA 1 20 A Receptacle 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 MCB Rating:175 A
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:T-HN Phases:3 Mains Type:MCB
Location:JANITOR / ELECTRICAL /...Volts:208Y/120V A.I.C. Rating:10kA
Branch Panel: LE
HE HN
LE LN REVISIONS#DATEDESCRIPTIONBY409/08/2017ADDENDUM 44
4
4
CONFORMED SET
192
CONFORMED SET193
CONFORMED SET194
CONFORMED SET195
CONFORMED SET196
CONFORMED SET197
CONFORMED SET198
CONFORMED SET199
CONFORMED SET200
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 2-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
2-OB-EWH-1
DOWNSPOUT OVERFLOW ROOF DRAIN DOWNSPOUT ZURN Z199-DC-CP 3SIZE PER PLAN
30 RHEEM
ELDS30 (2) 3KW 3/4"3/4"60 B1-01 1,2,3,4,722083
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
FREE 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
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C:\Users\dkramer\Documents\SANFORD AIRPORT TERMINAL EXPANSION 2017_dkramer.rvt8/25/2017 2:13:09 PM2-G-P300PROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAPLUMBING SCHEDULE - 107-14-2017S12014DAKDAKDAKDMAS NOTEDREVISIONS#DATEDESCRIPTIONBY308-25-2017ADDENDUM 33
CONFORMED SET
201
CONFORMED SET202
CONFORMED SET203
CONFORMED SET204
CONFORMED SET205
CONFORMED SET206
CONFORMED SET207
CONFORMED SET208
CONFORMED SET209
CONFORMED SET210
CONFORMED SET211
CONFORMED SET212
CONFORMED SET213
TA001CCTV NOTES:CCTV NOTES AND SYMBOL LEGEND1. THE CONTRACTOR SHALL NOTIFY THE SANFORD AIRPORT AUTHORITY 48 HOURSPRIOR TO BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL EQUIPMENTNECESSARY FOR A TURN-KEY OPERATION OF PROPOSED AND REPLACEMENTCCTV CAMERAS. THIS INCLUDES BUT IS NOT LIMITED TO: CAMERAS (INDOOR ANDOUTDOOR), CAMERA MOUNTING HARDWARE, MOUNTING HARDWARE BEYONDCAMERA MOUNTS, ETHERNET TO FIBER TRANSCEIVERS (IF REQUIRED), ALLNECESSARY IP ADDRESSES AND LICENSING REQUIRED FOR EACH DEVICE,POWER SUPPLIES, CABLING, JUNCTION BOXES, ETC.3. ALL EXPOSED CABLES INSTALLED SHALL BE ENCLOSED IN A CONDUIT.4. ANY SCHEDULED DOWNTIME OF SECURITY RELATED EQUIPMENT MUST BESUBMITTED FOR APPROVAL IN WRITING OR BY EMAIL TO THE SANFORD AIRPORTAUTHORITY PRIOR TO COMMENCING WORK.5. ALL CCTV CAMERAS WILL BE IP-BASED AND UTILIZE POWER OVER ETHERNET(POE) FOR POWER. FOR ANY INSTALLATIONS WHERE A POE SWITCH IS NOTAVAILABLE, A POE INJECTOR SHALL BE UTILIZED. CAMERAS THAT REQUIREHIGH-POE (POE+) WILL INCLUDE A HIGH-POE INJECTOR WITH THE CAMERA.INCIDENTAL TO THE CAMERA INSTALLATION. MATERIALS REQUIRED FORINSTALLATION SHALL BE FURNISHED BY THE CONTRACTOR.6. CONFIGURATION OF THE CCTV CAMERAS SHALL INCLUDE, AT A MINIMUM: IPADDRESS, SUBNET, GATEWAY, MULTICAST GROUP, VIDEO ENCODING BIT RATE,VIDEO RESOLUTION, VIDEO FRAME RATE, SNMP, CCTV PRESETS, ANDINTEGRATION INTO EXISTING OMNICAST SOFTWARE. CONNECT POWER AND DATAON CAT 6 CABLING (UTLIZING EITHER POE FROM SWITCH OR POE INJECTOR).7. REPLACE EXISTING COAX CABLE WITH CAT 6 (IF REQUIRED IN LOCATIONS WHEREAN EXISTING CAMERA IS BEING REPLACED WITH PROPOSED CAMERA).8. PROPER INSTALLATION AND OPERATION OF ALL PROPOSED DEVICES SHALL BEDEMONSTRATED TO THE SANFORD AIRPORT AUTHORITY. ALL TESTING SHALL BECOORDINATED WITH THE SANFORD AIRPORT AUTHORITY AND COMPLETED FROMAN EXISTING OMNICAST CLIENT WORKSTATION. TESTING OF THE CCTV CAMERASSHALL INCLUDE, AT A MINIMUM: VERIFICATION OF VIDEO IMAGE QUALITY,VERIFICATION OF CAMERA POSITIONING; VERIFICATION THAT IMAGE IS PROPERLYFOCUSED, VERIFICATION OF FUNCTIONAL PTZ CONTROL (WHERE APPLICABLE).9. THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. INTHE EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THEPROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE CONTRACTORSHALL NOTIFY THE SANFORD AIRPORT AUTHORITY IMMEDIATELY AND PRIOR TOANY FURTHER WORK ACTIVITY.10. THE CONTRACTOR SHALL EXERCISE ALL APPROPRIATE SAFETY MEASURES WHENWORKING IN OR AROUND AREAS OF OVERHEAD ELECTRICAL/TRANSMISSIONLINES OR UNDERGROUND UTILITIES.11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PROPOSEDEQUIPMENT DURING CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALLMAINTAIN ALL EXISTING EQUIPMENT THAT IS IDENTIFIED TO BE EITHER MODIFIEDOR RECONFIGURED AS A PART OF THIS PROJECT. THIS WILL INCLUDE ALLCABLING THAT IS EITHER CHANGED OR ADDED AS A PART OF THIS PROJECT. THECONTRACTOR SHALL BE RESPONSIBLE FOR RESPONDING TO ALL TROUBLECALLS. UPON RESPONSE, THE CONTRACTOR SHALL DETERMINE WHETHER THEPROBLEM IS RELATED TO THE MAINTENANCE RESPONSIBILITIES AS OUTLINEDABOVE. IF NOT, THE CONTRACTOR SHALL NOTIFY A SANFORD AIRPORTAUTHORITY REPRESENTATIVE IMMEDIATELY VIA CELL PHONE SO THAT THEAUTHORITY'S MAINTENANCE CONTRACTOR CAN RESPOND. ALL TROUBLE CALLSSHALL BE RESPONDED TO WITHIN 4 HOURS AND ALL REPAIRS SHALL BE MADEWITHIN 24 HOURS. IF THESE RESPONSE TIMES ARE NOT MET, THE AUTHORITYRESERVES THE RIGHT TO MOBILIZE ITS MAINTENANCE CONTRACTOR TO MAKETHE REPAIRS. THE AUTHORITY RESERVES THE RIGHT TO BACK CHARGE THECONTRACTOR FOR ALL REPAIRS AND THAT AMOUNT WILL BE DEDUCTED FROMTHIS CONTRACT. THE RESPONSIBILITIES AS OUTLINED ABOVE SHALL BE INEFFECT FROM NOTICE TO PROCEED UNTIL FINAL ACCEPTANCE.12. THE WORK AREA SHALL BE RESTORED TO PRE-WORK CONDITIONS.13. THE CONTRACTOR SHALL MAINTAIN THE EXISTING FIBER OPTIC NETWORK WITHINTHE LIMITS OF CONSTRUCTION. AT NO TIME SHALL THERE BE ANY LOSS OFCOMMUNICATIONS OR DATA ALONG THE AIRPORT FIBER OPTIC NETWORK.14. UPON FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL FORWARDA COMPLETE SET OF AS-BUILT PLANS IN ACCORDANCE WITH SPECIFICATION280500 TO THE ENGINEER. THE AS-BUILTS SHALL CONTAIN ACCURATELYDIMENSIONED LOCATIONS FOR CCTV CAMERA LOCATIONS. THE AS-BUILT PLANSSHALL INCLUDE A RECORD OF CCTV MOUNTING TYPE, PORT ASSIGNMENTS, ANDNETWORK CONNECTION TYPE.15. THE CONTRACTOR SHALL PROVIDE ALL CONDUCTORS, CONDUITS, JUNCTIONBOXES, SERVICE POINTS, AND CONTROLLER BOXES, POWER DEVICES, POWERINJECTORS, MOUNTING ACCESSORIES, MOUNTING HARDWARE, ETC. REQUIREDTO PROVIDE A COMPLETE, FUNCTIONAL AND WORKING VIDEO SURVEILLANCESYSTEM UTILIZING THE DEVICES SHOWN IN THE PLANS.16. DECOMMISSIONED EQUIPMENT SHALL BE RETURNED TO THE AUTHORITY. THEAUTHORITY MUST APPROVE THE DISPOSAL OF ANY EQUIPMENT.17. LOCATIONS TO BE DETERMINED AND APPROVED BY THE SANFORD AIRPORTAUTHORITY. IT IS ASSUMED THAT A CAT6 RUN FROM THE CAMERA TO THENEAREST SWITCH SHALL BE INSTALLED BY THE CONTRACTOR AND IN NO CASESHALL THE LINEAR CABLE LENGTH EXCEED 294 FEET.143CAMERA REFERENCE NUMBERFIXED CAMERAa. INDOOR FIXED, AXIS P3343b. OUTDOOR FIXED, AXISP3343-VEPAN/TILT/ZOOM (PTZ) CAMERAa. INDOOR PTZ, AXIS P5534b. OUTDOOR FIXED, AXISQ6032-ECOMM ROOM HOMERUNSEQUENTIAL NUMBERFLOORFIXED CAMERAa. INDOOR FIXED, AXIS P3365-VOR MOST RECENT ACCEPTEDEQUIVALENT MODEL NUMBER.b. OUTDOOR FIXED, AXIS P3365-VEOR MOST RECENT ACCEPTEDEQUIVALENT MODEL NUMBER.PAN/TILT/ZOOM (PTZ) CAMERAa. INDOOR PTZ, AXIS Q6055 ORMOST RECENT ACCEPTEDEQUIVALENT MODELNUMBER.b. OUTDOOR PTZ, AXISQ6055-E OR MOST RECENTACCEPTED EQUIVALENTMODEL NUMBER.CCTV SYMBOLS:EXISTING: PROPOSED:REMOVE EXISTING PTZ OR FIXEDCAMERA, INCLUDING CAMREACONDUCTOR(S), MOUNTINGHARDWARE AND CONDUIT.PRESERVE AND PROTECT EXISTINGDEVICES TO BE REMOVED AND TURNOVER TO SAA IT FOR FIRST RIGHT OFREFUSAL.FIXED CAMERAa. OUTDOOR FIXED, AXISM3025-VE OR MOST RECENTACCEPTED EQUIVALENTMODEL NUMBER.JET WAY ROTUNDA AREA:5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01SHEET NUMBERINGX-TAXXXPHASE #EXISTING =1PROPOSED=2FLOOR #BUILDING SECTORA###CAMERA IDENTIFICATION:360 DEGREE + PTZ CAMERAa. AXIS Q6000-E MKII WITHAXIS-E/Q61-E OR MOST RECENTACCEPTED EQUIVALENT MODELNUMBER.POD 2 AREA:CAMERA INSTALLATIONPROCEDURES:THE CCTV SYSTEM INSTALLER SHALL ENSURE THAT THEFOLLOWING PROCEDURE IS MAINTAINED THROUGHOUT THEDURATION OF THE PROJECT. ALL WORK REQUIRED TORE-LOCATE CAMERAS AFTER INSTALLATION TO THESATISFACTION OF SAA SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.FOR EACH PROPOSED CAMERA LOCATION:1. INSTALL AND TEST NETWORK CABLE UNDER WITNESS OFTHE RPR. PROVIDE DETAILED TEST REPORT TO THE RPR UPONCOMPLETION FOR ACCEPTANCE.2. OBTAIN TEMPORARY PASSWORD FROM SAA IT.3. FOLLOW THE PROCEDURE IN THE CAMERA MANUAL BYPLUGGING A NOTEBOOK INTO THE PATCH PANEL OR POEINJECTOR.4. ADJUST AIM AND FOCUS OF CAMERA FIELD OF VIEW.5. COORDINATE APPROVAL OF TARGET FIELD OF VIEW WITHSAA AT THE PROPOSED LOCATION.5. INSTALL CAMERA AT THE SAA APPROVED LOCATION.6. PROVIDE SAA IT DEPARTMENT WITH FINAL LOCATION OFCAMERA AND PATCH PANEL PORT NUMBER OR POE INJECTORLABEL.CONFORMED SET214
EXISTING BAREXISTING RESTAURANTEXISTING AREA N.I.C.TA110 NORTH1CCTV EXISTING OVERALL 1ST FLOOR PLAN1/64" = 1'-0"CCTV EXISTING OVERALL 1STFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TA110AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET215
190212767316316420720820911177150201191333CCTV EXISTING AND DEMO 1ST FLOORPLAN2-TA113 NORTH1CCTV EXISTING AND DEMO 1ST FLOOR PLAN1/16" = 1'-0"2-TA1135555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET216
EXISTING BAREXISTING RESTAURANT21375747216621021121471192CCTV EXISTING AND DEMO 1ST FLOORPLAN2-TA114 NORTH1CCTV EXISTING AND DEMO 1ST FLOOR PLAN1/16" = 1'-0"2-TA1145555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET217
DN.DN.551DOOR TAGS000 SERIESJACK H36EXT 7941JACK H64EXT 7942JACK H25EXT 7943JACK H65EXT 7944JACK G74EXT 7945JACK E4EXT 7946JACK E3EXT 7947GTA120 NORTH1CCTV EXISTING OVERALL 2ND FLOOR PLAN1/64" = 1'-0"CCTV EXISTING OVERALL 2NDFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TA120AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET218
UNKRESTRICTED AREAKEEPOUTREF.UPUPDWEXISTING ELECTRICALB1-19 OPEN OFFICE AREAB1-18
STORAGEB1-17BBREAK
R
O
O
M
B1-27CONFE
R
E
N
C
E
R
O
O
M
B1-19EXISTING MECHANICALB1-36EXIST
I
N
G
W
O
M
E
N
S
R
O
O
M
B1-37EXISTING MENS ROOMB1-38EXISTING JANITORB1-42EXISTING ITB1-41EXISTING ELECTRICALB1-39EXISTING ITB1-44EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52EXISTING ELECTRICALB1-53EXISTING ITB1-52
RECEIVING AREAB1-11EXISTING TICKETINGB1-10ELEVATOR 4B1-49ELEVATOR 3B1-48OUTBOUND BAGGAGE EXTERIORB1-61SECURITY SCREENINGB1-26SECURITY SCREENINGB1-26
FAMILY RESTROOMB1-04CORR
I
D
O
R
B1-09WOMENS ROOMB1-05MENS ROOMB1-06
JANITOR / ELECTRICAL / MECHANICALB1-01EXIS
T
I
N
G
M
E
C
H
A
N
I
C
A
L
R
O
O
M
A1-05WOMENS ROOMA1-04JANI
T
O
R
A1-03MENS ROOMA1-02FAMILY RESTROOMA1-01EXISTING ITA1-14EXIS
T
I
N
G
I
T
A1-15ELEVATOR 1A1-1
1
MENS R
O
O
M
A1-17WOMENS ROOMA1-18ELEVATOR ROOMA1-13EXIST
I
N
G
M
E
C
H
A
N
I
C
A
L
R
O
O
M
A1-19
EXIST
I
N
G
I
T
A1-20CORRIDORA1-16IT L
A
B
O
R
A
T
O
R
Y
A1-21IT OFFICE 2A1-24
IT OFFICE 1A1-23OFFICEA1-3
7
MECH
A
N
I
C
A
L
R
O
O
M
A1-33OPEN
W
O
R
K
A
R
E
A
A1-35EXISTING OFFICEA1-47 BREAK ROOM A1-46EXISTING STORAGE ROOM A1-44POD 1S1-01 EXISTING MECHANICAL ROOMA1-45 ALPHA STORAGEA1-43CORRIDORA1-11JANITOR A1-10FAMILY RESTROOMA1-09WOMENS ROOMA1-08 MENS ROOMA1-07INBO
U
N
D
B
A
G
G
A
G
E
C
L
A
I
M
A1-06POD 2 S1-06POD 3S1-10RESTROOMA1-48RESTROOMA1-49
CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGG
A
G
E
C
L
A
I
M
3
FP1-03KITCHENBC3-06
CANOP
Y
2
B1-59CANOPY 1B1-58LOAD
I
N
G
D
O
C
K
LD-1COOLERLD-3
RESTR
O
O
M
LD-2HVACLD-4 OFFICELD-6RESTROOMLD-7
STORAGELD-9 BADGINGLD-5INTE
R
V
I
E
W
LD-10HVACLD-11RECEPTIONLD-8
OFFIC
E
LD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14ARMSLD-15IT LD-16RESTROOMLD-13SHOWERLD-12
STORAGELD-17OFFICEB1-28
OFFICEB1-20CORRIDORB1-16ASTORAGELD-9NEW TICKETING AREAB1-07COVERED AREAA1-42
CORRIDOR S1-05CORRIDORS1-09ELEVATOR 2A1-12FAMILY RESTROOMB1-46
STOR
A
G
E
B1-47CORR
I
D
O
R
B1-51OFFI
C
E B1-12EXISTING LOADING DOCKB1-13
ELEVATOR 5B1-14BAG RUNWAYB1-03
BAGGAGE ENCLOSUREB1-08ELEVATORFP2-2
3
SCREENING EXPANSION 1ST FLOORFP1-01STAIR
S
FP1-04OFFIC
E A1-36CORRIDORA1-34
OFFI
C
E A1-39STORAGEA1-40OFFICEA1-28OFFICEA1-29OFFICEA1-30 IT OFFICE 3A1-22ELECTRICAL S1-03 ITS1-04IT S1-08ITS1-11CORRIDOR S1-09BAGGAGE MAKE UP AREAB1-02
CANO
P
Y A1-41RoomB1-00 CANOPY 3B1-60OFFICEB1-22STORAGEB1-40OFFICEA1-38OFFICEA1-27OFFICEA1-3
1
OFFIC
E
A1-32OPEN WORK AREAA1-26IT ROOMA1-5
0 13'-0"OFFICE
S
/
I
T
R
O
O
M
BC3-05FAMILY RESTROOMBC3-04
FAMIL
Y
R
E
S
T
R
O
O
M
BC3-03STORAGEBC3-
0
2STORAGEBC3-01HVAC BC3-07RESTROOMS1-07 HVAC S1-02
FIRE
R
I
S
E
R
R
O
O
M
FP-06MECHANICAL ROOMA1-51 FIRE RISERS1-04ASECURITY EXITFIS-14ITFIS-1
3
EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03SAA STORAGEFIS-11ELECTRICAL ROOMB1-19AFIRE RISER ROOMLD-22 TA210 NORTH1CCTV PROPOSED OVERALL 1ST FLOOR PLAN1/64" = 1'-0"CCTV PROPOSED OVERALL 1STFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TA210AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET219
UNKUPEXISTING ELECTRICALB1-19OPEN OFFICE AREAB1-18STORAGEB1-17BCONFERENCE ROOMB1-19EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52EXISTING ELECTRICALB1-53EXISTING ITB1-52RECEIVING AREAB1-11EXISTING TICKETINGB1-10OUTBOUND BAGB1SECURITY SCREENINGB1-26FAMILY RESTROOMB1-04CORRIDORB1-09WOMENS ROOMB1-05MENS ROOMB1-06JANITOR / ELECTRICAL / MECHANICALB1-01CANOPY 2B1-59CANOPY 1B1-58OFFICEB1-20CORRIDORB1-16ANEW TICKETING AREAB1-07CORRIDORB1-51OFFICEB1-12EXISTING LOADING DOCKB1-13ELEVATOR 5B1-14BAG RUNWAYB1-03BAGGAGE ENCLOSUREB1-08BAGGAGE MAKE UP AREAB1-02ELECTRICAL ROOMB1-19ACOMM ROOM F(F)F102LD118LD117F101F104F105F103LD121LD123F106F107CCTV PROPOSED 1ST FLOOR PLAN2-TA213 NORTH1CCTV PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"2-TA2135555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET220
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 #1BINSEMPTYBINSEMPTY
BINSEMPTYBINSEMPTY BINSEMPTYBINSEMPTYAT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTY
AT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLEL3
ENTEREXIT
BINSEMPTYBINSEMPTY
BINSEMPTYBINSEMPTY BINSEMPTYBINSEMPTYAT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTY AT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLEL3
ENTEREXIT
BINSEMPTY
BINSEMPTY
BINSEMPTY
BINSEMPTY BINSEMPTY
BINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE 60" DIVEST TABLEL3
ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE60" DIVEST TABLEBINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTY
AT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLEL3ENTEREXIT
TDC/CA
TTDC/CAT
TDC/CA
TTDC/CAT
TDC/CAT
TDC/CA
T
TDC/CA
TTDC/CAT
AVS
AVS
ETDBLS
AVS
AVS
ETDBLS
ETDBLS
AVS
ETDBLS
AVS
AVSAVSETDBLS
2
LADA GATE WTMDCEIA
1
2ETDETDETDETD
LL4
3L4
3L3L3
2LADA GATE WTMD
CEIA12LADA GATEWTMD
CEIA
1
2LADA GATEWTMDCEIA
1
UP18"TSA IT CABINETB2-07EXISTING MECHANICAL ROOMB2-01EXISTING MECHANICALA2-03EXISTING WOMENS ROOMA2-04
EXISTING MENS ROOMA2-05KIDS PLAY AREAA2-06SKYWAY POD 1S2-01CORRIDORS2-02SKYWAY POD 2S2-03CORRIDORS2-07SKYWAY POD 3S2-08SECURITY EXITB2-02SECUR
I
T
Y
C
H
E
C
K
P
O
I
N
T
S
C
R
E
E
N
I
N
G
B2-12SECU
R
I
T
Y
O
F
F
I
C
E
B2-08WOMENS ROOMB2-04MENS
R
O
O
M
B2-0
5 RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PSR B2-15PASSENGER WAITING AREAB2-13SECURITY EXITA2-08LOB
B
Y A2-09ELEVATOR 1A1-11
ELEV
A
T
O
R
2
A1-12
EXIST
I
N
G
I
T
R
O
O
M
A2-10CONCESSIONA2-07
ELEVA
T
O
R
3
B1-48ELEVATOR 4B1-49EXPANDED SCREENING AREAB2-14PENT
H
O
U
S
E
B2-16BAGGAGE CLAIM ROOFB2-17
CORRIDORB2-18CORR
I
D
O
R
FP2-01OFFIC
E
FP2-02CONFERENCE ROOMFP2-03OFFICEFP2-04OFFICEFP2-05CONFERENCE ROOMFP2-0
6
OFFICE FP2-08.OFFIC
E
FP2-07OFFIC
E
FP2-09RECEP
T
I
O
N
FP2-10REST
R
O
O
M
FP2-12ELECTRICALFP2-1
3
RESTROOMFP2-1
4
BREAK ROOMFP2-15RESTROOMFP2-16RoomFP2-1
7
OFFICEFP2-18OFFICEFP2-1
9
STOR
A
G
E
FP2-20OFFICEFP2-2
1CANOPYFP2-22ELEVATORFP2-23 STAIR
S
FP1-04SAA ITB2-09JANITORB2-06
EXPA
N
D
E
D
S
C
R
E
E
N
I
N
G
A
R
E
A
B2-14SECUR
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C
H
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C
K
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I
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G
B2-12OPPS DIRECTOR OFFICEB2-11ALOST AND FOUNDB2-11B121'-1"ITB2-20TA220 NORTH1CCTV PROPOSED OVERALL 2ND FLOOR PLAN1/64" = 1'-0"CCTV PROPOSED OVERALL 2NDFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TA220AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET221
N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.CAMERA TYPE PER PLANS/SCHEDULES.FLEX CONDUITWCAT PATCH CORDINSIDEPATCH CORDLENGTH AS REUIREDMOUNTING HARDWARE PER CAMERA TYPEMANUFACTURER AND LOCATION.1. DETAILS ARE DIAGRAMMATIC AND SHOW TYPICAL AND GENERIC MOUNTINGSCENARIOS THE CONTRACTOR MAY ENCOUNTER. THE CONTRACTOR'S SUBMITTEDAND ACCEPTED CAMERA TYPES WILL DETERMINE THE EXACT MOUNTINGHARDWARE AND METHODS REQUIRED FOR EACH CAMERA LOCATION.2. THE CONTRACTOR SHALL PROVIDE ALL HARDWARE, MATERIALS, COMPONENTSAND LABOR TO INSTALL EVERY CAMERA AT THE LOCATIONS SHOWN ON PLANS.3. FOR EACH LOCATION, THE CONTRACTOR SHALL CONSULT THE ACCEPTEDCAMERA TYPE MANUFACTURER FOR THE REQUIRED MOUNTING HARDWARE ANDMOUNTING METHODS. WHERE REQUIRED, ALTERNATIVE METHODS NOT SHOWN INTHESE DETAILS OR SUPPORTED BY THE MANUFACTURER MAY BE SUBMITTED FORACCEPTANCE BY THE ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR.4. ALL CAMERAS SHALL BE FED FROM CAT6 UTP STATION CABLE FROM THE COMMROOM SHOWN ON THE PLANS. PROVIDE CAT6 PATCH CABLE WHERE REQUIRED.5. POE/POE+ MID-SPAN INJECTOR'S SHALL BE PROVIDED FOR ALL APPLICABLECAMERA TYPES.6. COORDINATE THE FINAL LOCATION OF ALL CAMERAS AND SUPPORTINGMATERIALS AND DEVICES WITH APPLICABLE TRADES AS WELL AS WITH SAA ANDTHE RPR.7. CAMERAS AND CAMERA HARDWARE SHALL NOT BE PURCHASED PRIOR TO 90DAYS BEFORE INSTALLATION.5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01TA300CCTV DETAILSCONFORMED SET222
ACCESS CONTROL SYSTEM (ACS) NOTES:1.THE CONTRACTOR SHALL NOTIFY THE SANFORD AIRPORT AUTHORITY 48 HOURSPRIOR TO BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL EQUIPMENTNECESSARY FOR A TURN-KEY OPERATION OF PROPOSED AND REPLACEMENT OFACCESS CONTROL EQUIPMENT. THIS INCLUDES BUT IS NOT LIMITED TO: DOORCONTROLLER UNITS, CARD READERS, KEYPADS, SCRAMBLE PADS, ELECTRICPANIC BARS, MAGNETIC LOCKS, BALANCED MAGNETIC SWITCH (DOORCONTACTS), POWER SUPPLIES, ALL ASSOCIATED MOUNTING HARDWARE,CONDUIT, CABLING, JUNCTION BOXES, ETC.3. ALL EXPOSED CABLES INSTALLED SHALL BE ENCLOSED IN A CONDUIT.4. ANY SCHEDULED DOWNTIME OF SECURITY RELATED EQUIPMENT MUST BESUBMITTED FOR APPROVAL IN WRITING OR BY EMAIL TO THE SANFORD AIRPORTAUTHORITY PRIOR TO COMMENCING WORK.5. PROPER INSTALLATION AND OPERATION OF ALL PROPOSED WORK SHALL BEDEMONSTRATED TO THE SANFORD AIRPORT AUTHORITY. ALL TESTING SHALL BECOORDINATED WITH THE SANFORD AIRPORT AUTHORITY AND COMPLETED FROMAN EXISTING OMNICAST CLIENT WORKSTATION.6. THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. INTHE EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THEPROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE CONTRACTORSHALL NOTIFY THE SANFORD AIRPORT AUTHORITY IMMEDIATELY AND PRIOR TOANY FURTHER WORK ACTIVITY.7. THE CONTRACTOR SHALL EXERCISE ALL APPROPRIATE SAFETY MEASURES WHENWORKING IN OR AROUND AREAS OF OVERHEAD ELECTRICAL/TRANSMISSIONLINES OR UNDERGROUND UTILITIES.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PROPOSEDEQUIPMENT DURING CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALLMAINTAIN ALL EXISTING EQUIPMENT THAT IS IDENTIFIED TO BE EITHER MODIFIEDOR RECONFIGURED AS A PART OF THIS PROJECT. THIS WILL INCLUDE ALLCABLING THAT IS EITHER CHANGED OR ADDED AS A PART OF THIS PROJECT. THECONTRACTOR SHALL BE RESPONSIBLE FOR RESPONDING TO ALL TROUBLECALLS. UPON RESPONSE, THE CONTRACTOR SHALL DETERMINE WHETHER THEPROBLEM IS RELATED TO THE MAINTENANCE RESPONSIBILITIES AS OUTLINEDABOVE. IF NOT, THE CONTRACTOR SHALL NOTIFY A SANFORD AIRPORTAUTHORITY REPRESENTATIVE IMMEDIATELY VIA CELL PHONE SO THAT THEAUTHORITY'S MAINTENANCE CONTRACTOR CAN RESPOND. ALL TROUBLE CALLSSHALL BE RESPONDED TO WITHIN 4 HOURS AND ALL REPAIRS SHALL BE MADEWITHIN 24 HOURS. IF THESE RESPONSE TIMES ARE NOT MET, THE AUTHORITYRESERVES THE RIGHT TO MOBILIZE ITS MAINTENANCE CONTRACTOR TO MAKETHE REPAIRS. THE AUTHORITY RESERVES THE RIGHT TO BACK CHARGE THECONTRACTOR FOR ALL REPAIRS AND THAT AMOUNT WILL BE DEDUCTED FROMTHIS CONTRACT. THE RESPONSIBILITIES AS OUTLINED ABOVE SHALL BE INEFFECT FROM NOTICE TO PROCEED UNTIL FINAL ACCEPTANCE.9. THE WORK AREA SHALL BE RESTORED TO PRE-WORK CONDITIONS.10. THE CONTRACTOR SHALL MAINTAIN THE EXISTING FIBER OPTIC NETWORK WITHINTHE LIMITS OF CONSTRUCTION. AT NO TIME SHALL THERE BE ANY LOSS OFCOMMUNICATIONS OR DATA ALONG THE AIRPORT FIBER OPTIC NETWORK.11. UPON FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL FORWARDA COMPLETE SET OF AS-BUILT PLANS PER SPECIFICATION 280500 TO THEENGINEER. THE AS-BUILTS SHALL CONTAIN ACCURATELY DIMENSIONEDLOCATIONS FOR ACS LOCATIONS. THE AS-BUILT PLANS SHALL INCLUDE A RECORDOF ACS MOUNTING TYPE, PORT ASSIGNMENTS, AND NETWORK CONNECTIONTYPE.15. THE CONTRACTOR SHALL PROVIDE ALL CONDUCTORS, CONDUITS, JUNCTIONBOXES, SERVICE POINTS, AND CONTROLLER BOXES, POWER DEVICES, MOUNTINGACCESSORIES, MOUNTING HARDWARE, ETC. REQUIRED TO PROVIDE A COMPLETE,FUNCTIONAL AND WORKING ACCESS CONTROL SYSTEM COMPRISED OVER THELOCATIONS SHOWN IN THE PLANS.16. DECOMMISSIONED EQUIPMENT SHALL BE RETURNED TO THE AUTHORITY. THEAUTHORITY MUST APPROVE THE DISPOSAL OF ANY EQUIPMENT.17. LOCATIONS TO BE DETERMINED AND APPROVED BY THE SANFORD AIRPORTAUTHORITY.CNTRLCOMMSECRSIDALEGENDCD - CONTROLLED DOORNUMBERSIDA - SECURITY IDENTIFICATIONDISPLAY AREA CONTROLLEDDOOR NUMBERSAAD - SECURED AREA ACCESSDOOR NUMBERCR - COMMUNICATIONS ROOMACCESS CONTROLLED DOORNUMBER#DOR =#RDR =#RQE = M8 DTC #017112MODULE TYPECONTROLLER NAME# CONTROLLED DOORS# CARD READERS# REQUEST TO EXIT#DOR =#RDR =#RQE = M8 DTC #017112MODULE TYPECONTROLLER NAME# CONTROLLED DOORS# CARD READERS# REQUEST TO EXITDTC00DTC00DTC00DOOR CONTROLLER UNITCONTROLLER UNITINTERFACED WITH DOORDTC00DOOR CONTROLLER UNITCONTROLLER UNITINTERFACED WITH DOORNNEW / PROPOSED DOOR ORDOOR CONTROLLERDEMOLITION OF DOOR, DOORCONTROLLER AND APPURTENANCESPROPOSED:AND OR SCRAMBLE PADSEXISTING:FUTURE OR SPARE DOOR CONTROLSEE DTC DETAIL SHEETSDTC005555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01TY001ACS NOTES AND SYMBOL LEGENDSHEET NUMBERINGX-TYXXXPHASE #EXISTING =1PROPOSED=2FLOOR #BUILDING SECTORCONFORMED SET223
EXISTING BAREXISTING RESTAURANTEXISTING AREA N.I.C.TY110 NORTH1ACS EXISTING OVERALL 1ST FLOOR PLAN1/64" = 1'-0"ACS EXISTING OVERALL 1ST FLOORPLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TY110AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET224
DTC02DTC03COMMRM "F"CNT
R 11061288DTC711139128212761142C11143#DOR =#RDR =#RQE = M8 DTC #27110#DOR =#RDR =#RQE = M8 DTC #3791#DOR =#RDR =#RQE = M8 DTC #71360DTC011134DTC02DTC02DTC03DTC03DTC03DTC03DTC03DTC71DTC01DTC01DTC71DTC01DTC02EL1 L2DTC0298P1147B1129DTC01DTC02DTC021179DTC0111731173A
1150EL1 L11147ACS EXISTING AND DEMO 1ST FLOORPLAN2-TY113 NORTH1ACS EXISTING AND DEMO 1ST FLOOR PLAN1/16" = 1'-0"2-TY1135555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET225
EXISTING BAREXISTING RESTAURANTDTC04DTC05COMMRM E12531206C3C412401204C2#DOR =#RDR =#RQE = M8 DTC #46111#DOR =#RDR =#RQE = M8 DTC #5220DTC02DTC04DTC04DTC041202DTC04DTC04DTC05DTC05ACS EXISTING AND DEMO 1ST FLOOR PLAN2-TY114 NORTH1ACS EXISTING AND DEMO 1ST FLOOR PLAN1/64" = 1'-0"2-TY1145555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET226
DN.DN.551DOOR TAGS000 SERIESJACK H36EXT 7941JACK H64EXT 7942JACK H25EXT 7943JACK H65EXT 7944JACK G74EXT 7945JACK E4EXT 7946JACK E3EXT 7947GTY120 NORTH1ACS EXISTING OVERALL 2ND FLOOR PLAN1/64" = 1'-0"ACS EXISTING OVERALL 2ND FLOORPLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TY120AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET227
UNKRESTRICTED AREAKEEPOUTREF.UPUPDWEXISTING ELECTRICALB1-19 OPEN OFFICE AREAB1-18
STORAGEB1-17BBREAK
R
O
O
M
B1-27CONFE
R
E
N
C
E
R
O
O
M
B1-19EXISTING MECHANICALB1-36EXIST
I
N
G
W
O
M
E
N
S
R
O
O
M
B1-37EXISTING MENS ROOMB1-38EXISTING JANITORB1-42EXISTING ITB1-41EXISTING ELECTRICALB1-39EXISTING ITB1-44EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52EXISTING ELECTRICALB1-53EXISTING ITB1-52
RECEIVING AREAB1-11EXISTING TICKETINGB1-10ELEVATOR 4B1-49ELEVATOR 3B1-48OUTBOUND BAGGAGE EXTERIORB1-61SECURITY SCREENINGB1-26SECURITY SCREENINGB1-26
FAMILY RESTROOMB1-04CORR
I
D
O
R
B1-09WOMENS ROOMB1-05MENS ROOMB1-06
JANITOR / ELECTRICAL / MECHANICALB1-01EXIS
T
I
N
G
M
E
C
H
A
N
I
C
A
L
R
O
O
M
A1-05WOMENS ROOMA1-04JANI
T
O
R
A1-03MENS ROOMA1-02FAMILY RESTROOMA1-01EXISTING ITA1-14EXIS
T
I
N
G
I
T
A1-15ELEVATOR 1A1-1
1
MENS R
O
O
M
A1-17WOMENS ROOMA1-18ELEVATOR ROOMA1-13EXIST
I
N
G
M
E
C
H
A
N
I
C
A
L
R
O
O
M
A1-19
EXIST
I
N
G
I
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A1-20CORRIDORA1-16IT L
A
B
O
R
A
T
O
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A1-21IT OFFICE 2A1-24
IT OFFICE 1A1-23OFFICEA1-3
7
MECH
A
N
I
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A
L
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O
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A1-33OPEN
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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
E
C
L
A
I
M
A1-06POD 2 S1-06POD 3S1-10RESTROOMA1-48RESTROOMA1-49
CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGG
A
G
E
C
L
A
I
M
3
FP1-03KITCHENBC3-06
CANOP
Y
2
B1-59CANOPY 1B1-58LOAD
I
N
G
D
O
C
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LD-1COOLERLD-3
RESTR
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LD-2HVACLD-4 OFFICELD-6RESTROOMLD-7
STORAGELD-9 BADGINGLD-5INTE
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V
I
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W
LD-10HVACLD-11RECEPTIONLD-8
OFFIC
E
LD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14ARMSLD-15IT LD-16RESTROOMLD-13SHOWERLD-12
STORAGELD-17OFFICEB1-28
OFFICEB1-20CORRIDORB1-16ASTORAGELD-9NEW TICKETING AREAB1-07COVERED AREAA1-42
CORRIDOR S1-05CORRIDORS1-09ELEVATOR 2A1-12FAMILY RESTROOMB1-46
STOR
A
G
E
B1-47CORR
I
D
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B1-51OFFI
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ELEVATOR 5B1-14BAG RUNWAYB1-03
BAGGAGE ENCLOSUREB1-08ELEVATORFP2-2
3
SCREENING EXPANSION 1ST FLOORFP1-01STAIR
S
FP1-04OFFIC
E A1-36CORRIDORA1-34
OFFI
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E A1-39STORAGEA1-40OFFICEA1-28OFFICEA1-29OFFICEA1-30 IT OFFICE 3A1-22ELECTRICAL S1-03 ITS1-04IT S1-08ITS1-11CORRIDOR S1-09BAGGAGE MAKE UP AREAB1-02
CANO
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Y A1-41RoomB1-00 CANOPY 3B1-60OFFICEB1-22STORAGEB1-40OFFICEA1-38OFFICEA1-27OFFICEA1-3
1
OFFIC
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A1-32OPEN WORK AREAA1-26IT ROOMA1-5
0 13'-0"OFFICE
S
/
I
T
R
O
O
M
BC3-05FAMILY RESTROOMBC3-04
FAMIL
Y
R
E
S
T
R
O
O
M
BC3-03STORAGEBC3-
0
2STORAGEBC3-01HVAC BC3-07RESTROOMS1-07 HVAC S1-02
FIRE
R
I
S
E
R
R
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FP-06MECHANICAL ROOMA1-51 FIRE RISERS1-04ASECURITY EXITFIS-14ITFIS-1
3
EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03SAA STORAGEFIS-11ELECTRICAL ROOMB1-19AFIRE RISER ROOMLD-22 TY210 NORTH1ACS PROPOSED OVERALL 1ST FLOOR PLAN1/64" = 1'-0"ACS PROPOSED OVERALL 1STFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TY210AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET228
UNKUPEXISTING ELECTRICALB1-19OPEN OFFICE AREAB1-18STORAGEB1-17BCONFERENCE ROOMB1-19EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52EXISTING ELECTRICALB1-53EXISTING ITB1-52RECEIVING AREAB1-11EXISTING TICKETINGB1-10OUTBOUND BAGB1SECURITY SCREENINGB1-26FAMILY RESTROOMB1-04CORRIDORB1-09WOMENS ROOMB1-05MENS ROOMB1-06JANITOR / ELECTRICAL / MECHANICALB1-01CANOPY 2B1-59CANOPY 1B1-58OFFICEB1-20CORRIDORB1-16ANEW TICKETING AREAB1-07CORRIDORB1-51OFFICEB1-12EXISTING LOADING DOCKB1-13ELEVATOR 5B1-14BAG RUNWAYB1-03BAGGAGE ENCLOSUREB1-08BAGGAGE MAKE UP AREAB1-02ELECTRICAL ROOMB1-19ADTC02DTC03DTC71B102ADTC03DTC11.5NDTC11.5B108ADTC11.5B108B#DOR =#RDR =#RQE = 344DTC11.6M8DTC11.6NNNB108DTC11.5NCOMM ROOM F(F)1147R100
11291134DTC71DTC01DTC71DTC02NNNNB102BDTC11.5NB103DTC11.5NLS EGRESSLS EGRESSLS EGRESSB116AACS PROPOSED 1ST FLOOR PLAN2-TY213 NORTH1ACS PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"2-TY2135555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET229
BREAK ROOMB1-27EXISTING MECHANICALB1-36EXISTING WOMENS ROOMB1-37EXISTING MENS ROOMB1-38EXISTING JANITORB1-42EXISTING ITB1-41EXISTING ELECTRICALB1-39EXISTING ITB1-44EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31ELEVATOR 4B1-49ELEVATOR 3B1-48GGAGE EXTERIOR1-61SECURITY SCREENINGB1-26OFFICEB1-28FAMILY RESTROOMB1-46STORAGEB1-47CANOPY 3B1-60OFFICEB1-22STORAGEB1-40DTC04DTC0512531240DTC04DTC04NNCOMM ROOM E(E)COMM ROOM E(E)LS EGRESSLS EGRESSACS PROPOSED 1ST FLOOR PLAN2-TY214 NORTH1ACS PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"2-TY2145555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET230
IT ROOMA1-50BH-1NDTC08BLOCK HOUSECOMM ROOM(BH)ACS PROPOSED 1ST FLOOR PLAN2-TY218 NORTH1ACS PROPOSED 1ST FLOOR PLAN1/16" = 1'-0"2-TY2185555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET231
UNKRESTRICTED AREAKEEPOUTREF.UPUPDWEXISTING ELECTRICALB1-19 OPEN OFFICE AREAB1-18
STORAGEB1-17BBREAK
R
O
O
M
B1-27CONFE
R
E
N
C
E
R
O
O
M
B1-19EXISTING MECHANICALB1-36EXIST
I
N
G
W
O
M
E
N
S
R
O
O
M
B1-37EXISTING MENS ROOMB1-38EXISTING JANITORB1-42EXISTING ITB1-41EXISTING ELECTRICALB1-39EXISTING ITB1-44EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52EXISTING ELECTRICALB1-53EXISTING ITB1-52
RECEIVING AREAB1-11EXISTING TICKETINGB1-10ELEVATOR 4B1-49ELEVATOR 3B1-48OUTBOUND BAGGAGE EXTERIORB1-61SECURITY SCREENINGB1-26SECURITY SCREENINGB1-26
FAMILY RESTROOMB1-04CORR
I
D
O
R
B1-09WOMENS ROOMB1-05MENS ROOMB1-06
JANITOR / ELECTRICAL / MECHANICALB1-01EXIS
T
I
N
G
M
E
C
H
A
N
I
C
A
L
R
O
O
M
A1-05WOMENS ROOMA1-04JANI
T
O
R
A1-03MENS ROOMA1-02FAMILY RESTROOMA1-01EXISTING ITA1-14EXIS
T
I
N
G
I
T
A1-15ELEVATOR 1A1-1
1
MENS R
O
O
M
A1-17WOMENS ROOMA1-18ELEVATOR ROOMA1-13EXIST
I
N
G
M
E
C
H
A
N
I
C
A
L
R
O
O
M
A1-19
EXIST
I
N
G
I
T
A1-20CORRIDORA1-16IT L
A
B
O
R
A
T
O
R
Y
A1-21IT OFFICE 2A1-24
IT OFFICE 1A1-23OFFICEA1-3
7
MECH
A
N
I
C
A
L
R
O
O
M
A1-33OPEN
W
O
R
K
A
R
E
A
A1-35EXISTING OFFICEA1-47 BREAK ROOM A1-46EXISTING STORAGE ROOM A1-44POD 1S1-01 EXISTING MECHANICAL ROOMA1-45 ALPHA STORAGEA1-43CORRIDORA1-11JANITOR A1-10FAMILY RESTROOMA1-09WOMENS ROOMA1-08 MENS ROOMA1-07INBO
U
N
D
B
A
G
G
A
G
E
C
L
A
I
M
A1-06POD 2 S1-06POD 3S1-10RESTROOMA1-48RESTROOMA1-49
CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGG
A
G
E
C
L
A
I
M
3
FP1-03KITCHENBC3-06
CANOP
Y
2
B1-59CANOPY 1B1-58LOAD
I
N
G
D
O
C
K
LD-1COOLERLD-3
RESTR
O
O
M
LD-2HVACLD-4 OFFICELD-6RESTROOMLD-7
STORAGELD-9 BADGINGLD-5INTE
R
V
I
E
W
LD-10HVACLD-11RECEPTIONLD-8
OFFIC
E
LD-18OFFICELD-19CHIEFLD-20BREAK ROOMLD-21CORRIDORLD-14ARMSLD-15IT LD-16RESTROOMLD-13SHOWERLD-12
STORAGELD-17OFFICEB1-28
OFFICEB1-20CORRIDORB1-16ASTORAGELD-9NEW TICKETING AREAB1-07COVERED AREAA1-42
CORRIDOR S1-05CORRIDORS1-09ELEVATOR 2A1-12FAMILY RESTROOMB1-46
STOR
A
G
E
B1-47CORR
I
D
O
R
B1-51OFFI
C
E B1-12EXISTING LOADING DOCKB1-13
ELEVATOR 5B1-14BAG RUNWAYB1-03
BAGGAGE ENCLOSUREB1-08ELEVATORFP2-2
3
SCREENING EXPANSION 1ST FLOORFP1-01STAIR
S
FP1-04OFFIC
E A1-36CORRIDORA1-34
OFFI
C
E A1-39STORAGEA1-40OFFICEA1-28OFFICEA1-29OFFICEA1-30 IT OFFICE 3A1-22ELECTRICAL S1-03 ITS1-04IT S1-08ITS1-11CORRIDOR S1-09BAGGAGE MAKE UP AREAB1-02
CANO
P
Y A1-41RoomB1-00 CANOPY 3B1-60OFFICEB1-22STORAGEB1-40OFFICEA1-38OFFICEA1-27OFFICEA1-3
1
OFFIC
E
A1-32OPEN WORK AREAA1-26IT ROOMA1-5
0 13'-0"OFFICE
S
/
I
T
R
O
O
M
BC3-05FAMILY RESTROOMBC3-04
FAMIL
Y
R
E
S
T
R
O
O
M
BC3-03STORAGEBC3-
0
2STORAGEBC3-01HVAC BC3-07RESTROOMS1-07 HVAC S1-02
FIRE
R
I
S
E
R
R
O
O
M
FP-06MECHANICAL ROOMA1-51 FIRE RISERS1-04ASECURITY EXITFIS-14ITFIS-1
3
EMERGENCY ELECTRICAL ROOMFIS-12BAGGAGE CLAIMFIS-03SAA STORAGEFIS-11ELECTRICAL ROOMB1-19AFIRE RISER ROOMLD-22 TY220 NORTH1ACS PROPOSED OVERALL 2ND FLOOR PLAN1/64" = 1'-0"ACS PROPOSED OVERALL 2NDFLOOR PLANAREA 01AREA 02AREA 03AREA 05AREA 06AREA 07AREA 08AREA 09TY220AREA 045555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01KEY PLAN010203 04 05 06 070809CONFORMED SET232
SECURE SIDENON-SECURE SIDESCRAMBLEPAD42DOORINTERFACEBOXCEILING (WHERE PROVIDED)TYPE ASCRAMBLEPAD32DIB4" SQUAREBOX, TYP.4MAG LOCK5177TO COMMUNICATION ROOMPUSH TO EXITSECURE SIDENON-SECURE SIDE DELAYED EGRESS HARDWARE,LOCKSET, WITH DOOR POSITIONSWITCH & REQUEST TO EXIT(BY HARDWARE PROVIDER)POWER TRANSFER HINGE(BY HARDWARE PROVIDER)42SCRAMBLE PADSCRAMBLE PADDOORINTERFACEBOXTYPE BCEILING (WHERE PROVIDED)DIB244" SQUAREBOX, TYP.3MAG LOCK5171TO COMMUNICATION ROOMKEY NOTES:ACCESS CONTROL CABLE SHALL BE A SINGLEBUNDLE CABLE TO JOIN LOCK POWER, DOORCONTACT, CARD READER, AND EXIT DEVICESWIRING INTO A SINGLE CABLE. CABLE SHALL BEPLENUM RATED. PROVIDE PROFUSION ACCESSCONTROL CABLE OR APPROVED EQUAL.SUPPORT CABLE ON EXISTING J-HOOKS ANDCABLE TRAY.3/4" CONDUIT (CONCEALED) WITH WIRING FORLOCK POWER SUPPLY AND MAGNETIC BONDSENSOR.3/4" CONDUIT (CONCEALED) WITH SHIELDEDCABLING FOR CARD READERS COMMUNICATIONDOOR INTERFACE BOX SHALL CONTAIN DTLM-2LINE MODULE FOR MONITORING DOOR POSITIONAND TERMINAL BLOCK FOR TERMINATINGACCESS CONTROL CABLE.MAG LOCK TO BE PROVIDED WITH INTEGRALMAGNETIC BOND SWITCH IN LIEU OF DOORPOSITION SWITCHES. MOV TO BE PROVIDED WITHMAG LOCK.PROVIDE WIRING FOR CONNECTION TO FIREALARM SYSTEM FOR DE-ENERGIZING MAGNETICLOCKS PER NFPA 101.SCRAMBLE PADS SHALL BE BUSED TOGETHERPER MANUFACTURE REQUIREMENTS FORCOMMUNICATION TO ACP. ALL SCRAMBLE PADSSHALL BE PROVIDED WITH INTEGRAL CARDREADERS AND MOUNTED IN APPROPRIATEMOUNTING BOX.REFER TO DRAWINGS FOR QUANTITY OF DOORSWIRED TO EACH COMMUNICATION ROOM. SIZEACCESS CONTROL PANELS AND AUX. POWERSUPPLY ACCORDINGLY.12345678TO FACPAUX.PSAUXILIARY POWER SUPPLY6ACPACCESS CONTROL PANELCOMMUNICATION ROOMTO DIB18COMMUNICATIONROOM1. DOOR DETAILS ARE DIAGRAMMATIC AND NOT SHOWN TO SCALE. THEINTENT OF THE DOOR DETAILS IS TO SHOW THE TYPICALCONFIGURATION OF EACH ACCESS CONTROLLED DOOR TYPE.2. SOME DOORS MAY SWING OPPOSITE OF THE DIRECTION SHOWN. THECONTRACTOR SHALL ADJUST THE FIELD DEVICES TO MATCH ANYDOOR SWING DIRECTION.3. NOT ALL CONDUITS, JUNCTION BOXES, AND DEVICES REQUIRED FOR AFULLY FUNCTIONING DOOR TYPE ARE SHOWN. THE CONTRACTORSHALL PROVIDE ALL MATERIALS, DEVICES AND LABOR TO COMPLETE AFULLY FUNCTIONING ACS DOOR LOCATION TO THE SATISFACTION OFTHE OWNER.4. WIRE AND CABLES ARE SHOWN AS MINIMUM REQUIREMENTS. ALLCABLING SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS. ALL CABLING SHALL BE SIZEDBASED ON CABLE DISTANCE AND VOLTAGE DROP.5. ALL FIELD DEVICES, CONTROLLERS, SWITCHES, POWER SUPPLIES,ETC. SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.6. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT FOR ALLDOOR HARDWARE REQUIREMENTS AND LOCATIONS.7. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND DOOR FRAME. NOSURFACE MOUNTED CONDUITS SHALL BE PERMITTED WITHOUT PRIORREVIEW BY THE ENGINEER AND ARCHITECT.8. REFER TO SPECIFICATION 280500 AND 281300 FOR MOREINFORMATION.GENERAL NOTES:TY300ACS DETAILS5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATEDESCRIPTIONBYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01ADDENDUM #38/25/171SDREVISED SHEET3CONFORMED SET233
PUSH TO EXITDIB4" SQUAREBOX, TYP.SCRAMBLE PAD DELAYED EGRESS HARDWARE,LOCKSET, WITH DOOR POSITIONSWITCH & REQUEST TO EXIT(BY HARDWARE PROVIDER)SCRAMBLE PADPOWER TRANSFER HINGE(BY HARDWARE PROVIDER)PUSH TO EXITCEILING (WHERE PROVIDED)42SECURE SIDENON-SECURE SIDETYPE D2411TO COMMUNICATION ROOM3MAG LOCK577SECURE SIDENON-SECURE SIDE4" SQUAREBOX, TYP.SCRAMBLE PADDOORINTERFACEBOXTYPE CSCRAMBLE PADCEILING (WHERE PROVIDED)42DIB32MAG LOCK5411TO COMMUNICATION ROOM771. DOOR DETAILS ARE DIAGRAMMATIC AND NOT SHOWN TO SCALE. THEINTENT OF THE DOOR DETAILS IS TO SHOW THE TYPICALCONFIGURATION OF EACH ACCESS CONTROLLED DOOR TYPE.2. SOME DOORS MAY SWING OPPOSITE OF THE DIRECTION SHOWN. THECONTRACTOR SHALL ADJUST THE FIELD DEVICES TO MATCH ANYDOOR SWING DIRECTION.3. NOT ALL CONDUITS, JUNCTION BOXES, AND DEVICES REQUIRED FOR AFULLY FUNCTIONING DOOR TYPE ARE SHOWN. THE CONTRACTORSHALL PROVIDE ALL MATERIALS, DEVICES AND LABOR TO COMPLETE AFULLY FUNCTIONING ACS DOOR LOCATION TO THE SATISFACTION OFTHE OWNER.4. WIRE AND CABLES ARE SHOWN AS MINIMUM REQUIREMENTS. ALLCABLING SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS. ALL CABLING SHALL BE SIZEDBASED ON CABLE DISTANCE AND VOLTAGE DROP.5. ALL FIELD DEVICES, CONTROLLERS, SWITCHES, POWER SUPPLIES,ETC. SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.6. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT FOR ALLDOOR HARDWARE REQUIREMENTS AND LOCATIONS.7. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND DOOR FRAME. NOSURFACE MOUNTED CONDUITS SHALL BE PERMITTED WITHOUT PRIORREVIEW BY THE ENGINEER AND ARCHITECT.8. REFER TO SPECIFICATION 280500 AND 281300 FOR MOREINFORMATION.GENERAL NOTES:KEY NOTES:ACCESS CONTROL CABLE SHALL BE A SINGLEBUNDLE CABLE TO JOIN LOCK POWER, DOORCONTACT, CARD READER, AND EXIT DEVICESWIRING INTO A SINGLE CABLE. CABLE SHALL BEPLENUM RATED. PROVIDE PROFUSION ACCESSCONTROL CABLE OR APPROVED EQUAL.SUPPORT CABLE ON EXISTING J-HOOKS ANDCABLE TRAY.3/4" CONDUIT (CONCEALED) WITH WIRING FORLOCK POWER SUPPLY AND MAGNETIC BONDSENSOR.3/4" CONDUIT (CONCEALED) WITH SHIELDEDCABLING FOR CARD READERS COMMUNICATIONDOOR INTERFACE BOX SHALL CONTAIN DTLM-2LINE MODULE FOR MONITORING DOOR POSITIONAND TERMINAL BLOCK FOR TERMINATINGACCESS CONTROL CABLE.MAG LOCK TO BE PROVIDED WITH INTEGRALMAGNETIC BOND SWITCH IN LIEU OF DOORPOSITION SWITCHES. MOV TO BE PROVIDED WITHMAG LOCK.PROVIDE WIRING FOR CONNECTION TO FIREALARM SYSTEM FOR DE-ENERGIZING MAGNETICLOCKS PER NFPA 101.SCRAMBLE PADS SHALL BE BUSED TOGETHERPER MANUFACTURE REQUIREMENTS FORCOMMUNICATION TO ACP. ALL SCRAMBLE PADSSHALL BE PROVIDED WITH INTEGRAL CARDREADERS AND MOUNTED IN APPROPRIATEMOUNTING BOX.REFER TO DRAWINGS FOR QUANTITY OF DOORSWIRED TO EACH COMMUNICATION ROOM. SIZEACCESS CONTROL PANELS AND AUX. POWERSUPPLY ACCORDINGLY.12345678TO FACPAUX.PSAUXILIARY POWER SUPPLY6ACPACCESS CONTROL PANELCOMMUNICATION ROOMTO DIB18COMMUNICATIONROOMTY301ACS DETAILS5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATEDESCRIPTIONBYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01ADDENDUM #38/25/171SDREVISED SHEET3CONFORMED SET234
SECURE SIDENON-SECURE SIDETYPE HDIB4" SQUAREBOX, TYP.CARD READER,REFER TO SPECSECTION 281300CEILING (WHERE PROVIDED)CONDUIT TO ELEVATOR MECHANICALROOM AND ELEVATOR CONTROLPANEL.42TO NEAREST COMM ROOM1" CONDUIT (CONCEALED WHERE POSSIBLE) TO ACCESS CONTROL PANEAND POWER SUPPLY IN NEAREST COMM ROOM. PROVIDE BUNDLEDACCESS CONTROL CABLE. RUN CABLE THROUGH EXISTING J-HOOKS ANDCABLE TRAY WHEN IN THE PLENUM.1" CONDUIT (CONCEALED)WITH TWISTED SHIELD PAIRS WIRE FORSCRAMBLE PAD COMMUNICATION.1" CONDUIT FROM DIB TO ELEVATOR CONTROL WITH CABLING ASREQUIRED FOR INTERFACING.123'TYPE I' KEY NOTES:213COORDINATE LOCATIONOF READERS ADJACENT TOOPERATOR STATIONSCPLOWER SECURITYLUGGAGE CONVEYORHGIHER SECURITYPLAN VIEWHIGHERSECURITYLOWERSECURITYTOBAGGAGESYSTEMDPSSPSPDPSTYPE GDIBTICKET ISLAND/PUBLICAREASECURE OUTBOUNDBAGGAGE AREADOORINTERFACEBOXBAGGAGECONTROLPANEL/PLC1/2" CONDUIT (CONCEALED) WITH 1-2/C FOR DOOR POSITION SWITCH.ACCESS CONTROL CABLE BACK TO NEAREST COMMUNICATIONROOM. WHERE CABLE IS EXPOSED CONCEAL IN METAL CONDUIT. RUNCABLE THROUGH EXISTING CABLE TRAY AND J-HOOK WHEN IN THEPLENUM.1/2" CONDUIT WITH TWISTED SHIELD PAIRS CABLING FOR SCRAMBLEPAD COMMUNICATION.1" CONDUIT FROM DIB TO BAGGAGE HANDLING SYSTEM WITHCABLING AS REQUIRED FOR INTERFACING.1234241'TYPE H' KEY NOTES:SPSP31. DOOR DETAILS ARE DIAGRAMMATIC AND NOT SHOWN TO SCALE. THEINTENT OF THE DOOR DETAILS IS TO SHOW THE TYPICALCONFIGURATION OF EACH ACCESS CONTROLLED DOOR TYPE.2. SOME DOORS MAY SWING OPPOSITE OF THE DIRECTION SHOWN. THECONTRACTOR SHALL ADJUST THE FIELD DEVICES TO MATCH ANYDOOR SWING DIRECTION.3. NOT ALL CONDUITS, JUNCTION BOXES, AND DEVICES REQUIRED FOR AFULLY FUNCTIONING DOOR TYPE ARE SHOWN. THE CONTRACTORSHALL PROVIDE ALL MATERIALS, DEVICES AND LABOR TO COMPLETE AFULLY FUNCTIONING ACS DOOR LOCATION TO THE SATISFACTION OFTHE OWNER.4. WIRE AND CABLES ARE SHOWN AS MINIMUM REQUIREMENTS. ALLCABLING SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS. ALL CABLING SHALL BE SIZEDBASED ON CABLE DISTANCE AND VOLTAGE DROP.5. ALL FIELD DEVICES, CONTROLLERS, SWITCHES, POWER SUPPLIES,ETC. SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.6. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT FOR ALLDOOR HARDWARE REQUIREMENTS AND LOCATIONS.7. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND DOOR FRAME. NOSURFACE MOUNTED CONDUITS SHALL BE PERMITTED WITHOUT PRIORREVIEW BY THE ENGINEER AND ARCHITECT.8. REFER TO SPECIFICATION 280500 AND 281300 FOR MOREINFORMATION.GENERAL NOTES:TY302ACS DETAILS5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATEDESCRIPTIONBYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01ADDENDUM #38/25/171SDREVISED SHEET3CONFORMED SET235
DCMANUALRELEASECHAINPADLOCKFLOOR MOUNTEDMAGNETIC DOORCONTACTSCRAMBLE PAD42NON-SECURE SIDE4" SQUAREBOX, TYP.DIBDOORINTERFACEBOXTYPE I123TO COMM ROOM121. DOOR DETAILS ARE DIAGRAMMATIC AND NOT SHOWN TO SCALE. THEINTENT OF THE DOOR DETAILS IS TO SHOW THE TYPICALCONFIGURATION OF EACH ACCESS CONTROLLED DOOR TYPE.2. SOME DOORS MAY SWING OPPOSITE OF THE DIRECTION SHOWN. THECONTRACTOR SHALL ADJUST THE FIELD DEVICES TO MATCH ANYDOOR SWING DIRECTION.3. NOT ALL CONDUITS, JUNCTION BOXES, AND DEVICES REQUIRED FOR AFULLY FUNCTIONING DOOR TYPE ARE SHOWN. THE CONTRACTORSHALL PROVIDE ALL MATERIALS, DEVICES AND LABOR TO COMPLETE AFULLY FUNCTIONING ACS DOOR LOCATION TO THE SATISFACTION OFTHE OWNER.4. WIRE AND CABLES ARE SHOWN AS MINIMUM REQUIREMENTS. ALLCABLING SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS. ALL CABLING SHALL BE SIZEDBASED ON CABLE DISTANCE AND VOLTAGE DROP.5. ALL FIELD DEVICES, CONTROLLERS, SWITCHES, POWER SUPPLIES,ETC. SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.6. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT FOR ALLDOOR HARDWARE REQUIREMENTS AND LOCATIONS.7. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND DOOR FRAME. NOSURFACE MOUNTED CONDUITS SHALL BE PERMITTED WITHOUT PRIORREVIEW BY THE ENGINEER AND ARCHITECT.8. REFER TO SPECIFICATION 280500 AND 281300 FOR MOREINFORMATION.GENERAL NOTES:KEY NOTES:1/2" CONDUIT (CONCEALED) WITH1-3/C-FOR MAGNETIC CONTACT.1" CONDUIT (CONCEALED) WITH SCRAMBLE PADWIRING.ACCESS CONTROL CABLE SHALL BE RUN INCONDUIT WHERE IT IS EXPOSED. RUN CABLETHROUGH J-HOOKS AND CABLE TRAY WHEN INTHE PLENUM.1" CONDUIT (CONCEALED)FOR LOCK POWER .REFER TO DRAWINGS FOR QUANTITY OF DOORSWIRED TO EACH COMMUNICATION ROOM. SIZEACCESS CONTROL PANELS AND AUX. POWERSUPPLY ACCORDINGLY.PROVIDE WIRING FOR CONNECTION TO FIREALARM SYSTEM FOR DE-ENERGIZING MAGNETICLOCKS PER NFPA 101.123456TO FACPAUX.PSAUXILIARY POWER SUPPLY6ACPACCESS CONTROL PANELCOMMUNICATION ROOMTO DIB35COMMUNICATIONROOMTY303ACS DETAILS5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATEDESCRIPTIONBYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01ADDENDUM #38/25/171SDREVISED SHEET3CONFORMED SET236
ACCESS CONTROL PANEL ELEVATION TYP.6XXXN.T.S.5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATE DESCRIPTION BYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01TY304ACS DETAILSCONFORMED SET237
PHASE DOOR NUMBER FLOORAREACOMM ROOM CONTROLLER DOOR TYPEDETAIL TYPESCRAMBLE PADS DELAYED EGRESS MAGNETIC CONTACTS2-TY600ACS DOOR SCHEDULE5555 E. Michigan St. Suite 200Orlando, FL 32822Ph: 407.599.1122Licenses:Eng. C.O.A. No. 5057AVCON, INC.Plans Prepared By:HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS# DATEDESCRIPTIONBYH.W.M.S.S.www.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.GRAPHIC2015.128.01PROJECT ALPHA ONE (TERMINAL EXPANSION)1200 RED CLEVELAND BLVD. SANFORD, FL 32773M.A.G.D.H.H.W.M.S.S.GRAPHIC7/14/20172015.128.01THE DOOR SCHEDULE HAS BEEN PROVIDED TO THE CONTRACTOR FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE ALL EQUIPMENT REQUIRED ATEACH DOOR LOCATION, AND ALL CONTROLLER EQUIPMENT, POWER SUPPLIES, ETC. ISINSTALLED, PROGRAMMED, POWERED AND PAID FOR BY THE CONTRACTOR, WHETHERSPECIFIC EQUIPMENT IS SHOWN ON THIS SCHEDULE OR NOT. THE CONTRACTOR SHALLAS-BUILT THE COMPLETE SCHEDULE PER EACH PHASE COMPLETED.NOTES:* EXISTING DOOR CONTROLLER. CONTRACTOR SHALL ATTEMPT TO USE EXISTINGCONTROLLERS WHERE POSSIBLE. IF THE EXISTING CONTROLLER DOES NOT HAVE THECAPACITY FOR THE ADDED EQUIPMENT, THE CONTRACTOR SHALL PROVIDE A NEWCONTROLLER.2B10211 FF-M8-1 DOUBLE DOORD2 2 22B102A13FF-M8-1SINGLE DOORB2112B10313FF-M8-1SINGLE DOORA2012B102B13FF-M8-1 BAGGAGE DOORGAS REQUIRED012B10813FF-M8-2SINGLE DOORA2012B108B13FF-M8-2 BAGGAGE DOORGAS REQUIRED012B108A13FF-M8-2 BAGGAGE DOORGAS REQUIRED012B116A13FF-M8-2SINGLE DOORA2012231024GG-M8-2SINGLE DOORA2012B21924GG-M8-2SINGLE DOORB2 1 13NEW SHEETCONFORMED SET238
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 2PROJECT 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 2\Telecommunications\Sheets\1-SFB02 2-TA000.dwgJuly 2017ISSUED FOR BID2-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 PROVIDEDWITH AN ACCESS PANEL. COORDINATE LOCATION OF ACCESS PANELS WITH ARCHITECTS.EACH CAMERA TO BE PROVIDED WITH (1) CAT 6 UTP.CONFORMED SET239
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 2PROJECT 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 2\Telecommunications\Sheets\1-SFB02 2-TA001.dwgJuly 2017ISSUED FOR BID2-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 COORDINATE THOSE LOCATIONS WITHTHEARCHITECT.20.LOCATIONS OF ALL THE DEVICES AND EQUIPMENT (I.E. HVAC, FAN COILUNIT, SLEEVES, ETC.) IN THE TELECOMMUNICATIONS ROOMS SHALL BECOORDINATED WITH ALL THE AFFECTED TRADES AND THE OWNER PRIORTO INSTALLATION.21. ALL CONDUIT FITTINGS SHALL BE APPROVED FOR USE AS PART OFTELECOMMUNICATIONS SYSTEM PATHWAYS PER BICSI GUIDELINES.22. THE CONTRACTOR MAY CONSOLIDATE INDIVIDUAL CONDUIT PATHWAYSDIRECTLY SERVING TELECOMMUNICATIONS OUTLETS INTO FEWER ANDLARGER CONDUIT. ALL CONDUIT FILL CALCULATIONS SHALL INCLUDE ANALLOWANCE FOR 25% GROWTH. ALL CONDUIT CONSOLIDATIONS SHALLCOMPLY WITH TIA STANDARDS AND BICSI GUIDELINES IN GENERAL ANDSPECIFICALLY FOR CAPACITY AND DERATING FOR CONDUIT BENDS.23. LABEL ALL TELECOMMUNICATIONS COMPONENTS ACCORDING TO THETIA/EIT STANDARDS AND THE TELECOMMUNICATIONS SECTIONS OF THESPECIFICATIONS.24. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS ANDMOUNTING OF OUTLETS.25. TELECOMMUNICATIONS OUTLETS SHALL NOT BE INSTALLED BACK TOBACK WITH ANY OTHER DEVICE IN A PARTITION WALL BUT BE OFFSET BYA MINIMUM OF 8”.26. EXACT LOCATIONS AND MOUNTING DETAILS FOR THE OUTLETSPROVIDED FOR SECURITY CAMERAS SHALL BE COORDINATED WITHSECURITY CONTRACTOR.27. COORDINATE WITH OTHER TRADE DRAWINGS, FURTHERMORE, SURVEYTHE FACILITY TO LOCATE ALL BACKBOXES, CONDUITS, STUB-UPS, CABLETRAYS AND OTHER WIREWAYS PROVIDED UNDER OTHER SECTIONS ANDDESIGNATED FOR CABLES AS SHOWN ON THE TELECOMMUNICATIONSDRAWINGS.28. ALL COMMUNICATIONS CONDUITS SHALL BE COLOR CODED WITHORANGE TAPE MARKED “COMMUNICATIONS” AND LABELED WITH THELOCATION OF THE CONDUITS BEGINNING AND ENDING POINTS. LABELINGSHALL OCCUR AT THE BEGINNING AND ENDING POINTS AND EVERY 50FEET WHERE CONDUIT IS EXPOSED. LABELING SHALL BE VISIBLE/VIEWABLE FOR A FINISHED FLOOR LOCATION.29. ALL FIELD DEVICES THAT REQUIRE UNSHIELDED TWISTED PAIR (UTP,CONNECTIVITY SHALL UTILIZE CABLING THAT IS INSTALLED INACCORDANCE WITH SPECIFICATION 27 15 10 - “COMMUNICATIONSHORIZONTAL CABLING”. THIS SHALL BE REQUIRED FOR ANYCONNECTIVITY TO THE LOCAL AREA NETWORK(S) OR OTHER SYSTEMDEVICES AND REQUIRES THAT ALL FIELD DEVICES BE CONNECTED TO ATERMINATION OUTLET (E.G. WALL JACK, SURFACE MOUNTEDTERMINATION BOX, PATCH PANEL, ETC.) ON BOTH ENDS OF THECONNECTION VIA A CATEGORY 6A PATCH CORD THAT COMPLIES WITHSPECIFICATION 27 15 10 - “COMMUNICATIONS HORIZONTALCABLING” REQUIREMENTS. IN NO INSTANCE SHALL ANY FIELD DEVICE BEDIRECTLY CONNECTED TO A LOCAL AREA NETWORK SWITCH OR SIMILARDEVICE. THE SYSTEM CONTRACTOR SHALL COORDINATE AS NECESSARYWITH THE LOW VOLTAGE CABLING CONTRACTOR TO ENSURE THESEREQUIREMENTS ARE SATISFIED.30. CONDUITS CROSSING BUILDING SEISMIC OR EXPANSION JOINTS,PASSING FROM BUILDING TO BUILDING, OR SUPPORTED FROMDIFFERENT PORTIONS OF THE BUILDING SHALL BE INSTALLED TO ALLOWDIFFERENTIAL SUPPORT DISPLACEMENTS WITHOUT DAMAGING THE PIPE,EQUIPMENT CONNECTIONS, OR SUPPORT DISPLACEMENTS WITHOUTDAMAGING THE PIPE, EQUIPMENT CONNECTIONS, OR SUPPORTCONNECTIONS, PIPE OFFSETS, LOOPS, ANCHORS, AND GUIDES SHALL BEINSTALLED AS REQUIRED TO PROVIDE SPECIFIED MOTION CAPABILITYAND LIMIT MOTION OF ADJACENT PIPING, COORDINATE LOCATION OFSEISMIC JOINTS WITH STRUCTURAL DRAWINGS.31. DATA CABLES SERVING CBP SHALL BE ROUTED ON CBP DEDICATEDCABLE TRAYS. WHERE CABLES ARE ROUTED OUTSIDE CBP DEDICATEDSPACES, CABLES SHALL BE ROUTED IN CONDUIT.32. ALL ARCHITECTURAL FLOOR PLANS BASED ON DRAWINGS RECEIVEDFROM AVCON AND DATED ON JUNE 30, 2017.33. DATA DROP LOCATIONS FOR ACCESS CONTROL AND CCTV LOCATIONSBASED ON DRAWINGS RECEIVED FROM AVCON (SECURITY) DATED JUNE30, 2017 AND CPH (ARCHITECTURAL) DATED JULY 7, 2017.34. DATA DROP LOCATIONS FOR ELECTRONIC VISUAL INFORMATION SYSTEMEQUIPMENT (i.e. FIDS, BIDS, GIDS, BIC, ETC.) ARE BASE ON DRAWINGS /DISCUSSIONS WITH CPH DATE DECEMBER 13, 2016.35. EXISTING AUDIO PAGING TO BE USED IN ALL EXISTING AREAS UNTILCONSTRUCTION IS EXECUTED FOR EACH PHASE OF CONSTRUCTION ANDTHE NEW PAGING SYSTEM IS IN PLACE AND OPERABLE.GENERAL NOTES:CONFORMED SET240
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FIRE RISER ROOMLD-22SHEET: 2-TD101SHEET: 2-TD102SHEET: 2-TD105SHEET: 2-TD104SHEET: 2-TD103N.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYN.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYSHEET: 2-TD106PART 2N.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYSHEET: 2-TD106PART 1N.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYSHEET: 2-TD107N.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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD100.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMOVERALL FIRST FLOOR PLANSCALE: 1/64" = 1'2-TD100STRUCTURED CABLING SYSTEMOVERAL FIRST FLOOR PLANAS NOTEDCONFORMED SET241
RoomB1-00REFER TO SHEET: 2-TD101REFER TO SHEET: 2-TD102EXISTING RACK LOCATIONEXISTING CONTROL CENTERTHIS AREA IS NOT IN CONTRACT FOR PHASE 2,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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD101.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'2-TD101STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET242
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D107EXISTING COMM ROOM F(1-F-CR)EXISTING / EXPANDEDCOMM ROOM E(1-E-CR)1C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CRSC1C1-F-CRSC1C1-F-CRSC1C1-F-CRSC4C1-F-CRCIC4C1-F-CRCIC4CCIC4C1-F-CRCIC1C1-F-CRAPO4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCICEXISTING CONTROL CENTER1C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV11C1-F-CREV12C1-F-CREV22C1-F-CREV21C1-F-CREV1EXISTING COMM ROOM1-LD1-CR12-TD30032-TD3001C1-F-CRDA1C1-F-CRSC1C1-F-CRSC1C1-F-CRSC1C1-F-CRSC1C1-F-CRSC1C1-F-CRSC1C1-F-CRSC1C1-F-CRSC1C1-F-CRSC4C1-LD1-CRC4C1-LD1-CRC4C1-LD1-CRC4C1-LD1-CRC4C1-LD1-CRC4C1-LD1-CRC4C1-LD1-CRC2C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC4C1-F-CRCIC2C1-F-CRCIC2C1-F-CRC2C1-F-CRC2C1-F-CRC2C1-F-CRC2C1-F-CRC2C1-F-CRC2C1-F-CRC2C1-F-CRC1C1-F-CRSC1C1-F-CRSC1C1-F-CRSC1C1-F-CRSC1C1-F-CRSCHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.01PHASE 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD102.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'2-TD102STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET243
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: 2-TD102REFER TO SHEET: 2-TD103REFER TO SHEET: 2-TD105REFER TO SHEET: 2-TD103REFER TO SHEET: 2-TD103REFER TO SHEET: 2-TD104REFER TO SHEET: 2-TD103REFER TO SHEET: 2-TD104REFER TO SHEET: 2-TD102REFER TO SHEET: 2-TD103EXISTING SANFORD AIRPORT AUTHORITY / CBPCOMM ROOM C2(1-C2-CR)EXISTING COMM ROOM B(1-B-CR)2CTHIS AREA IS NOT IN CONTRACT FOR PHASE 2,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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD103.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'2-TD103STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET244
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)NEW COMM ROOM PD1(1-PD1-CR)THIS AREA IS NOT IN CONTRACT FOR PHASE 2,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.REFER TO SHEET: 2-TD103REFER TO SHEET: 2-TD104REFER TO SHEET: 2-TD103REFER TO SHEET: 2-TD104REFER TO SHEET: 2-TD104REFER TO SHEET: 2-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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD104.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'2-TD104STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET245
IT ROOMA1-50REFER TO SHEET: 2-TD105REFER TO SHEET: 2-TD10334NEW BLOCK HOUSE COMM ROOM(1-BH-CR)THIS AREA IS NOT IN CONTRACT FOR PHASE 2,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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD105.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'2-TD105STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDCONFORMED SET246
POD 2S1-06CORRIDORS1-09ITS1-08RESTROOMS1-07NEW COMM ROOM JT(1-JT-CR)REFER TO SHEET: 2-TD104REFER TO SHEET: 2-TD106REFER TO SHEET: 2-TD106 PART 2REFER TO SHEET: 2-TD106 PART 1POD 3S1-10CORRIDORS1-09ITS1-11CORRIDORS1-09NEW PD3 COMM ROOM(1-PD3-CR)REFER TO SHEET: 2-TD106 PART 2REFER TO SHEET: 2-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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD106.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'2-TD106STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDTHIS AREA IS NOT IN CONTRACT FOR PHASE 2,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.CONFORMED SET247
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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D1071C1-F-CRSCEXISTING COMM ROOM1-LD1-CR1C1-F-CRSC1-F-CRSC1HILARY 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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD107.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'2-TD107STRUCTURED CABLING SYSTEMPARTIAL FIRST FLOOR PLANAS NOTEDTHIS AREA IS NOT IN CONTRACT FOR PHASE 2,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.CONFORMED SET248
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SHEET: 2-TD201SHEET: 2-TD202SHEET: 2-TD205SHEET: 2-TD203SHEET: 2-TD206SHEET: 2-TD206N. I. C.N.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYN.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYSHEET: 2-TD204N.I.C.SHOWN FORINFORMATIONALPURPOSES ONLYN.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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD200.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'2-TD200STRUCTURED CABLING SYSTEMOVERAL SECOND FLOOR PLANAS NOTEDCONFORMED SET249
Table
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Table
Table UPTSA IT CABINETB2-07EXISTING MECHANICAL ROOMB2-01SECURITY EXITB2-02SECURITY OFFICEB2-08WOMENS ROOMB2-04MENS ROOMB2-05RECEPTIONB2-10OPPS MANAGER OFFICEB2-11PASSENGER WAITING AREAB2-13ELEVATOR 3B1-48ELEVATOR 4B1-49CORRIDORB2-18SAA ITB2-09JANITORB2-06O121'-1"ITB2-20NEWTSA 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 2,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.REFER TO SHEET: 2-TD202REFER TO SHEET: 2-TD203REFER TO SHEET: 2-TD202REFER TO SHEET: 2-TD203REFER TO SHEET: 2-TD201REFER TO SHEET: 2-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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD202.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'2-TD202STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTEDCONFORMED SET250
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LL43L4
3L3L
2LADA GATEWTMDCEIA12LADA GATEWTMDCEIA1 2LADA 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: 2-TD202REFER TO SHEET: 2-TD203REFER TO SHEET: 2-TD205REFER TO SHEET: 2-TD203REFER TO SHEET: 2-TD203REFER TO SHEET: 2-TD204REFER TO SHEET: 2-TD203REFER TO SHEET: 2-TD204REFER TO SHEET: 2-TD202REFER TO SHEET: 2-TD203EXISTING COMM ROOM D(2-D-CR)0 SWITCHESEXISTING COMM ROOM D1(2-D1-CR)0 SWITCHESEXISTING COMM ROOM I(2-I-CR)THIS AREA IS NOT IN CONTRACT FOR PHASE 2,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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD203.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'2-TD203STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTEDGENERAL NOTES:1.COORDINATE ALL TSA DROPS WITH THE TSA FOR CABLING REQUIREMENTS AND FINAL TERMINATION LOCATIONS.CONFORMED SET251
18"EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-05KIDS PLAY AREAA2-06SKYWAY POD 1S2-01CORRIDORS2-02SECURITY EXITA2-08LOBBYA2-09ELEVATOR 1A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10CONCESSIONA2-07EXISTING COMM ROOM W(2-W-CR)EXISTING COMM ROOM Y(2-Y-CR)THIS AREA IS NOT IN CONTRACT FOR PHASE 2,IT IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.REFER TO SHEET: 2-TD203REFER TO SHEET: 2-TD204REFER TO SHEET: 2-TD203REFER TO SHEET: 2-TD204REFER TO SHEET: 2-TD204REFER TO SHEET: 2-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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD204.dwgJuly 2017ISSUED FOR BID NORTH1STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'2-TD204STRUCTURED CABLING SYSTEMPARTIAL SECOND FLOOR PLANAS NOTEDCONFORMED SET252
EXEXISTING ELECTRICALB1-53EXISTING ITB1-52CORRIDORB1-51COPPERR1R2R3R4R5R6COPPERCOPPERCORNING12 STRAND TO CBPPASSENGERPROCESSING GOESTO CARGOBUILDING.APS22-TD300EXISTING MENS ROOMB1-38EXISTING JANITORB1-42EXISTING ITB1-41EXISTING ELECTRICALB1-39EXISTING ITB1-44RRIDORB1-31LEVATOR 4B1-49ELEVATOR 3B1-48STORAGEB1-47UPSAPSR6R1R2R3R4R5R1 AND R2 TO BE LOCATEDUPSTAIRS TO NEW COMMROOM GR8R7LUCENT TECHNOLOGIES APSWALL MOUNTEDCOPPER FIELD42-TD300RACK324 PT PATCH PANEL(TYPICAL) (NEW)CABLE MANAGER(TYPICAL) (NEW)POWERDISTRIBUTION(EXISTING)ACCESS LAYERSWITCH (NEW)CORE LAYERSWITCH (NEW)DAS EXPANSION HUB (NEW)RACK8POWERDISTRIBUTION(EXISTING)CORE LAYER SWITCH (EXISTING)ACCESS LAYERSWITCH (EXISTING)RACK7EXISTINGPATCHPANELSACCESS LAYER SWITCH (EXISTING)EXISTINGPAGINGEQUIPMENTEXISTINGDASEQUIPMENTCORE 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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD300.dwgJuly 2017ISSUED FOR BID3DETAIL - LEVEL 1EXISTING / EXPANDED COMMUNICATIONS ROOM E (1-E-CR) LAYOUTSCALE: NOT TO SCALE4DETAIL - LEVEL 1EXISTING / EXPANDED COMMUNICATIONS ROOM E (1-E-CR) RACK ELEVATIONSCALE: NOT TO SCALE2-TD300EXISTING COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED1DETAIL - LEVEL 1EXISTING COMMUNICATIONS ROOM F (1-F-CR) LAYOUTSCALE: NOT TO SCALE2DETAIL - LEVEL 1COMMUNICATIONS ROOM (1-F-CR) RACK ELEVATIONSCALE: NOT TO SCALECOMMUNICATION ROOM DEDICATED TO TENANT EQUIPMENT ONLY.NO NEW COMMUNICATIONS EQUIPMENT SHALL BE LOCATED IN THIS ROOM.NOT IN CONTRACTNOT IN CONTRACTCONFORMED SET253
R1R2R4R3WALL MOUNTEDCOPPER FIELDWALL MOUNTEDCOPPER FIELDAT&T MOBILITY CABINET,MOUNTED ON WALLABOVE TSA EQUIPMENTTSA REPEATER2TD301RACK324 PT FIBER SHELF(EXISTING) (TYPICAL)24 PT PATCH PANEL(EXISTING) (TYPICAL)CABLE MANAGER(TYPICAL) (EXISTING)N.I.C.ACCESS LAYER SWITCH(EXISTING)RACK4DAS FIBER SHELF(EXISTING)ACCESS LAYERSWITCH (EXISTING)FIBER SHELF(EXISTING)CORE LAYER SWITCH(NEW)ACCESS LAYERSWITCH (NEW)CORE LAYER SWITCH(EXISTING)CORE LAYER SWITCH (NEW)ACCESS LAYER SWITCH (NEW)DAS MAIN HUB (EXISTING)DAS MAIN HUB (NEW)DAS MAIN HUB (EXISTING)DAS EXPANSION HUB (EXISTING)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.01PHASE 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD301.dwgJuly 2017ISSUED FOR BID3DETAIL - LEVEL 1EXISTING SANFORD AIRPORT AUTHORITY / CBP COMMUNICATIONS ROOM C2 (1-C2-CR) LAYOUTSCALE: NOT TO SCALE2-TD301EXISTING COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED1DETAIL - LEVEL 1EXISTING COMMUNICATIONS ROOM B (1-B-CR) LAYOUTSCALE: NOT TO SCALE2DETAIL - LEVEL 1COMMUNICATIONS ROOM B (1-B-CR) RACK ELEVATIONSCALE: NOT TO SCALENO ADDITIONAL COMMUNICATIONS EQUIPMENTPROPOSED TO BE LOCATED IN THE ROOM .NOT IN CONTRACTNOT IN CONTRACTCONFORMED SET254
EB2-05RECEPTIONB2-10OPPS MANAGER OFFICB2-11SAA ITB2-09INCOMING CONDUIT18" LADDER RACK(TYPICAL)2 POST RACK(TYPICAL)NEW GROUNDINGBUS BAR22-TD310CABLEDISTRIBUTIONRACKEQUIPMENTRACKFIBER SHELFPOWER DISTRIBUTION24 PT PATCH PANEL(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)VERTICALCABLE MANAGER(TYPICAL)DAS EXPANSION HUBHILARY 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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD310.dwgJuly 2017ISSUED FOR BID2-TD310NEW COMMUNCAITIONS ROOM LAYOUTAND RACK ELEVATIONSAS NOTED1DETAIL - LEVEL 2NEW COMMUNICATIONS ROOM G (2-G-CR) LAYOUTSCALE: NOT TO SCALE2DETAIL - LEVEL 2NEW COMMUNICATIONS ROOM Y (2-G-CR) RACK ELEVATIONSCALE: NOT TO SCALECONFORMED SET255
LEVEL 2LEVEL 1COMMROOM H2(NEW)COMMROOM H1(EXISTING)COMMROOM H(EXISTING)COMMROOM G(NEW)COMMROOM D(EXISTING)COMMROOM D1(EXISTING)COMMROOM I(EXISTING)COMMROOM W(EXISTING)COMMROOM Y(EXISTING)EOC(EXISTINGRACK)(EXISTING)COMMROOM F(EXISTING)COMMROOM E(EXISTING)COMMROOM B(EXISTING)COMMROOM C2(SAA AND CBP)(EXISTING)COMMROOM A(MCR)(EXISTING)COMMROOMBLOCK HOUSE(NEW)TOSTRUCTURALGROUND(TYPICAL)TOELECTRICALGROUND(TYPICAL)TELECOMMUNICATIONSGROUNDING BAR (TYPICAL)COMMROOM LD1(NEW)COMMROOM PD1(NEW)COMMROOM JT(NEW)COMMROOM PD3(NEW)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.01PHASE 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD400.dwgJuly 2017ISSUED FOR BID1DETAIL - TYPICALTELECOMMUNICATIONS GROUNDING BUSBARSCALE: NOT TO SCALE2-TD400STRUCTURE CABLING SYSTEMTELECOM GROUNDING RISER DIAGRAMAS NOTEDTHIS SHEET IS FOR REFERENCE ONLYCONFORMED SET256
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 2PROJECT 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 2\Telecommunications\Sheets\2-SFB02 2-TD401.dwgJuly 2017ISSUED FOR BID2-TD401FIBER RISER DIAGRAMCOMMUNICATIONS ROOM LOGIC DIAGRAMAS NOTEDTHIS SHEET IS FOR REFERENCE ONLYCONFORMED SET257
CORE SWITCH(COMM ROOM F)LEVEL 2LEVEL 1ACCESS SWITCH(COMM ROOM D)ACCESS SWITCH(COMM ROOM I)ACCESS SWITCH(COMM ROOM W)CORE SWITCH(COMM ROOM E)CORE SWITCH(COMM ROOM B)CORE SWITCH(COMM ROOM A)ACCESS SWITCH(COMM ROOM PD 1)ACCESS SWITCH(COMM ROOM JT)ACCESS SWITCH(COMM ROOM PD 3)ACCESS SWITCH(COMM ROOM G)ACCESS SWITCH(COMM ROOM H2)(N)(E)ACCESS SWITCH(COMM ROOM F)(N)(E)(N)(E)ACCESS SWITCH(COMM ROOM E)(E)(N)ACCESS SWITCH(COMM ROOM B)(N)(E)(N)ACCESS SWITCH(COMM ROOM A)(N)(E)MMMMMMMMMMMMMMSMMMSMMMSMMM(N)(N)(E)(E)(E)ACCESS SWITCH(COMM ROOM LD1)11411221221221221441ACCESS SWITCH(COMM ROOM A1)(N)41SM(N)(N)(N)SM(N)CORE SWITCH(COMM ROOM D)(N)SM(E)(E)(N)122(E)111113333333HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.01PHASE 2PROJECT 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 2\Telecommunications\Sheets\3-SFB02 2-TN001.dwgJuly 2017ISSUED FOR BID2-TN001ADMIN NETWORK SYSTEMLOGIC DIAGRAMAS NOTEDTHIS SHEET IS FOR REFERENCE ONLYSHEET NOTES:FURNISH AND INSTALL NEW NETWORK SWITCH AS IDENTIFIED ON THEDRAWING.MIGRATE EXISTING UPLINKS FROM EXISTING CORE SWITCH TO NEWCORE SWITCH.FURNISH AND INSTALL NEW SFP MODULE TO REPLACE/UPDATEEXISTING SFP MODULE FOR UPLINK AT NEW CORE SWITCH.MIGRATE EXISTING VOIP CONNECTIONS FROM EXISTING HP SWITCH TONEW CISCO ACCESS SWITCH.1GENERAL NOTES:1. THE NEW (CISCO) NETWORK EQUIPMENT LOCATED ON THESE DRAWINGS IS ANEXPANSION OF THE EXISTING NETWORK. THE CONTRACTOR WILL BERESPONSIBLE FOR CONFIGURING, DEPLOYING, AND IMPLEMENTING THE NEWNETWORK EQUIPMENT.2. REFER TO SPECIFICATION 272010 SANFORD AIRPORT AUTHORITY ADMINISTRATIVEDATA COMMUNICATIONS FOR NETWORK EQUIPMENT DETAILS.3. REFER TO ROOM LAYOUT AND RACK ELEVATION DRAWINGS FOR NETWORKEQUIPMENT MOUNTING LOCATIONS.4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL NECESSARYSFP/SFP+ TRANSCEIVERS AND FIBER PATCH CORDS TO ESTABLISH NETWORKCONNECTIONS.5. THE VOIP NETWORK IS SUPPORTED BY A SEPARATE PHYSICAL (HP) NETWORK.THE CONTRACTOR WILL BE RESPONSIBLE FOR DEVELOPING AN IP ADDRESSINGSCHEME AND MIGRATING EXISTING VOIP CONNECTIONS TO THE SANFORDAIRPORT AUTHORITY ADMINISTRATIVE (CISCO) NETWORK.5. CORE-TO-CORE UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW CORESWITCHES.6. CORE TO ACCESS UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW ACCESSLAYER SWITCHES.SM = SINGLEMODEMM = MULTIMODE(E) = EXISTING(N) = NEW23LEGEND:EXISTING FIBERNEW FIBER4CONFORMED SET258
LEVEL 2LEVEL 1ACCESS SWITCH(COMM ROOM D)ACCESS SWITCH(COMM ROOM I)ACCESS SWITCH(COMM ROOM W)ACCESS SWITCH(COMM ROOM G)ACCESS SWITCH(COMM ROOM H2)ACCESS SWITCH(COMM ROOM Y)CORE SWITCH(COMM ROOM F)CORE SWITCH(COMM ROOM E)CORE SWITCH(COMM ROOM B)CORE SWITCH(COMM ROOM A)(N)(E)ACCESS SWITCH(COMM ROOM F)(N)(E)(N)(E)ACCESS SWITCH(COMM ROOM E)(E)(N)ACCESS SWITCH(COMM ROOM B)(N)(E)(N)ACCESS SWITCH(COMM ROOM A)(E)MMMMMMMMMMMMMMSMMMSMMM(N)(N)(E)(E)(E)MM(E)(E)(E)ACCESS SWITCH(COMM ROOM PD 1)ACCESS SWITCH(COMM ROOM JT)ACCESS SWITCH(COMM ROOM PD 3)SMACCESS SWITCH(COMM ROOM LD1)ACCESS SWITCH(COMM ROOM A1)(N)1SMSM(N)11112212212212211(N)(N)(N)ACCESS SWITCH(COMM ROOM G)SM(N)1CORE SWITCH(COMM ROOM D)(N)122(E)111133333333HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.01PHASE 2PROJECT 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 2\Telecommunications\Sheets\3-SFB02 2-TN002.dwgJuly 2017ISSUED FOR BID2-TN002SECURITY NETWORK SYSTEMLOGIC DIAGRAMAS NOTEDTHIS SHEET IS FOR REFERENCE ONLYSHEET NOTES:FURNISH AND INSTALL NEW NETWORK SWITCH AS IDENTIFIED ON THEDRAWING.MIGRATE EXISTING UPLINKS FROM EXISTING CORE SWITCH TO NEWCORE SWITCH.FURNISH AND INSTALL NEW SFP MODULE TO REPLACE/UPDATEEXISTING SFP MODULE FOR UPLINK AT NEW CORE SWITCH.1GENERAL NOTES:1. THE NEW (HP) NETWORK EQUIPMENT LOCATED ON THESE DRAWINGS IS ANEXPANSION OF THE EXISTING NETWORK. THE CONTRACTOR WILL BERESPONSIBLE FOR CONFIGURING, DEPLOYING, AND IMPLEMENTING THE NEWNETWORK EQUIPMENT.2. REFER TO SPECIFICATION 272020 SANFORD AIRPORT AUTHORITY SECURITY DATACOMMUNICATIONS FOR NETWORK EQUIPMENT DETAILS.3. REFER TO ROOM LAYOUT AND RACK ELEVATION DRAWINGS FOR NETWORKEQUIPMENT MOUNTING LOCATIONS.4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL NECESSARYSFP/SFP+ TRANSCEIVERS AND FIBER PATCH CORDS TO ESTABLISH NETWORKCONNECTIONS.5. CORE-TO-CORE UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW CORESWITCHES.6. CORE TO ACCESS UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW ACCESSLAYER SWITCHES.SM = SINGLEMODEMM = MULTIMODE(E) = EXISTING(N) = NEW2LEGEND:EXISTING FIBERNEW FIBER3CONFORMED SET259
LEVEL 2LEVEL 1ACCESS SWITCH(COMM ROOM D)ACCESS SWITCH(COMM ROOM I)ACCESS SWITCH(COMM ROOM W)ACCESS SWITCH(COMM ROOM G)ACCESS SWITCH(COMM ROOM H2)CORE SWITCH(COMM ROOM F)CORE SWITCH(COMM ROOM E)CORE SWITCH(COMM ROOM B)CORE SWITCH(COMM ROOM A)(N)(E)ACCESS SWITCH(COMM ROOM F)(N)(E)(N)(E)ACCESS SWITCH(COMM ROOM E)(E)(N)ACCESS SWITCH(COMM ROOM B)(N)(E)(N)ACCESS SWITCH(COMM ROOM A)(N)(E)MMMMMMMMMMMMMMMMSMMMSMMM(N)(N)(E)(E)(E)(E)(E)ACCESS SWITCH(COMM ROOM PD 1)ACCESS SWITCH(COMM ROOM JT)ACCESS SWITCH(COMM ROOM PD 3)11112212212212211SMACCESS SWITCH(COMM ROOM A1)(N)1SM13(N)(N)(N)CORE SWITCH(COMM ROOM D)(N)122(E)111333333HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.01PHASE 2PROJECT 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 2\Telecommunications\Sheets\3-SFB02 2-TN003.dwgJuly 2017ISSUED FOR BID2-TN003AWW AREA NETWORK SYSTEMLOGIC DIAGRAMAS NOTEDTHIS SHEET IS FOR REFERENCE ONLYSHEET NOTES:FURNISH AND INSTALL NEW NETWORK SWITCH AS IDENTIFIED ON THEDRAWING.MIGRATE EXISTING UPLINKS FROM CORE SWITCH TO NEW CORE SWITCH.FURNISH AND INSTALL NEW SFP MODULE TO REPLACE/UPDATE EXISTING SFPMODULE FOR UPLINK AT NEW CORE SWITCH.1GENERAL NOTES:1. THE NEW (HP) NETWORK EQUIPMENT LOCATED ON THESE DRAWINGS IS ANEXPANSION OF THE EXISTING NETWORK. THE CONTRACTOR WILL BERESPONSIBLE FOR CONFIGURING, DEPLOYING, AND IMPLEMENTING THE NEWNETWORK EQUIPMENT.2. REFER TO SPECIFICATION 272030 SANFORD AIRPORT WORLDWIDE DATACOMMUNICATIONS FOR NETWORK EQUIPMENT DETAILS.3. REFER TO ROOM LAYOUT AND RACK ELEVATION DRAWINGS FOR NETWORKEQUIPMENT MOUNTING LOCATIONS.4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL NECESSARYSFP/SFP+ TRANSCEIVERS AND FIBER PATCH CORDS TO ESTABLISH NETWORKCONNECTIONS.5. CORE-TO-CORE UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW CORESWITCHES.6. CORE TO ACCESS UPLINK CONNECTIONS WILL BE 10 GBPS FOR NEW ACCESSLAYER SWITCHES.LEGEND:SM = SINGLEMODEMM = MULTIMODE(E) = EXISTING(N) = NEW2EXISTING FIBERNEW FIBER3CONFORMED SET260
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 2PROJECT 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 2\Telecommunications\Sheets\4-SFB02 2-TT001.dwgJuly 2017ISSUED FOR BID2-TT001TELEPHONY SYSTEMLOGIC DIAGRAMAS NOTEDCONFORMED SET261
UNKRESTRICTEDAREAKEEPOUT
REF.UPUPDWEXISTING ELECTRICALB1-19OPEN
O
F
F
I
C
E
A
R
E
A
B1-18STORAGEB1-17BBREAK ROOMB1-27CONFERENCE ROOMB1-19EXISTING MECHANICALB1-36 EXISTING WOMENS ROOMB1-37 EXIS
T
I
N
G
M
E
N
S
R
O
O
M
B1-38EXISTING JANITORB1-42
EXISTING ITB1-41
EXISTI
N
G
E
L
E
C
T
R
I
C
A
L
B1-39EXIS
T
I
N
G
I
T
B1-44EXISTING ELEVATOR ROOMB1-43
CORR
I
D
O
R
B1-31EXISTING FIRE RISER ROOMB1-17
AEXISTING MECHANICALB1-52
EXISTING ELECTRICALB1-53EXISTING ITB1-52RECE
I
V
I
N
G
A
R
E
A
B1-11EXISTING TICKETINGB1-10
ELEV
A
T
O
R
4
B1-49ELEVATOR 3B1-4
8
OUTBOUND BAGGAGE EXTERIORB1-61
SECURITY SCREENINGB1-26SECURITY SCREENINGB1-26FAMILY RESTROOMB1-04
CORRIDORB1-09WOMENS ROOMB1-05MENS ROOMB1-06JANITOR / ELECTRICAL / MECHANICALB1-01EXISTING MECHANICAL ROOMA1-05WOMEN
S
R
O
O
M
A1-04JANITORA1-03MENS ROOMA1-02FAMILY RESTROOMA1-01
EXISTI
N
G
I
T
A1-14EXISTING ITA1-15ELEVATOR 1A1-11MENS ROOMA1-17
WOMENS ROOMA1-18ELEVATOR ROOMA1-13
EXISTING MECHANICAL ROOMA1-19EXISTING ITA1-20 CORRIDORA1-16
IT LABORATORYA1-21IT O
F
F
I
C
E
2
A1-24IT O
F
F
I
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1
A1-23OFFICEA1-37MECHANICAL ROOMA1-33OPEN WORK AREAA1-35EXISTING OFFICEA1-47BREAK ROOMA1-46EXISTING STORAGE ROOMA1-44 POD 1 S1-01EXISTING MECHANICAL ROOMA1-45ALPHA STORAGEA1-43 CORRIDOR A1-11JANITORA1-10FAMILY RESTROOMA1-09 WOMENS ROOM A1-08MENS ROOM A1-07INBOUND BAGGAGE CLAIMA1-06POD 2S1-06POD 3S1-10 RESTROOMA1-48RESTROOMA1-49CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGGAGE CLAIM 3FP1-03KITCHENBC3-06CANOPY 2B1-59CANO
P
Y
1
B1-58LOADING DOCKLD-1COOL
E
R LD-3RESTROOMLD-2HVACLD-4OFFICE LD-6RESTROOMLD-7STORAGELD-9BADGINGLD-5 INTERVIEWLD-10HVACLD-11
RECEP
T
I
O
N
LD-8OFFICELD-18OFFICELD-19
CHIEF LD-20BREAK
R
O
O
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LD-21CORRIDORLD-14ARMS LD-15IT LD-16RESTROOMLD-13
SHOWERLD-12STOR
A
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LD-17OFFICEB1-28OFFICEB1-20
CORRID
O
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B1-16
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STORAGELD-9NEW TICKETING AREAB1-07COVERED AREAA1-42CORRIDORS1-05CORRIDORS1-09
ELEVATOR 2A1-12FAMILY RESTROOMB1-46STORAGEB1-47
CORRIDORB1-51
OFFICEB1-12
EXISTING LOADING DOCKB1-13ELEVATOR 5B1-14BAG RUNWAYB1-03BAGG
A
G
E
E
N
C
L
O
S
U
R
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B1-08ELEVATORFP2-23SCREENING EXPANSION 1ST FLOORFP1-01 STAIRSFP1-04OFFICEA1-36CORRIDORA1-34OFFICEA1-39STORA
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A1-40OFFICEA1-28OFFICEA1-29OFFIC
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F
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C
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3
A1-22ELECTRICALS1-03ITS1-04ITS1-08ITS1-11 CORRIDORS1-09BAGGAGE MAKE UP AREAB1-02CANOPYA1-41Room B1-00CANOPY 3B1-60OFFICEB1-22STORAGEB1-40OFFICEA1-38OFFICEA1-27
OFFICE A1-31OFFICEA1-32OPEN WORK AREAA1-26IT RO
O
M A1-5013'-0"OFFICES / IT ROOMBC3-05FAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02STORAGEBC3-0
1
HVACBC3-07RESTROOMS1-07HVACS1-02FIRE RISER ROOMFP-06MECHANICAL ROOMA1-51FIRE RISERS1-04A
SECU
R
I
T
Y
E
X
I
T
FIS-14ITFIS-13EMERGENCY ELECTRICAL ROOMFIS-12 BAGGAGE CLAIMFIS-03
SAA S
T
O
R
A
G
E
FIS-11
ELECTRICAL ROOMB1-1
9
A
FIRE RISER ROOMLD-22SHEET: 2-TC101SHEET: 2-TC102SHEET: 2-TC105SHEET: 2-TC103SHEET: 2-TC106SHEET: 2-TC106SHEET: 2-TC104N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.1111111NEWCOMM ROOM1-LD1-CREXISTINGCOMM ROOM F(1-F-CR)EXISTING / EXPANDEDCOMM ROOM E(1-E-CR)EXISTINGCOMM ROOM B(1-B-CR)EXISTINGSANFORD AIRPORTAUTHORITY / CBPCOMM ROOM C2(1-C2-CR)EXISTINGBLOCK HOUSE COMM ROOM(1-BH-CR)EXISTING / EXPANDEDAWW COMM ROOM(1-AW-CR)EXISTINGCOMM ROOM A(1-A-CR)NEWCOMM ROOM A1(1-A1-CR)NEWCOMM ROOM PD1(1-PD1-CR)NEWCOMM ROOM J(1-JT-CR)NEWCOMM ROOM P(1-PD3-CR)HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.01PHASE 2PROJECT 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 2\Telecommunications\Sheets\5-SFB02 2-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:2-TC100DASOVERAL FIRST FLOOR PLANAS NOTEDCONFORMED SET262
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-221EXISTINGCOMM ROOM F(1-F-CR)EXISTING / EXPANDEDCOMM ROOM E(1-E-CR)EXISTING CONTROL CENTERNEWCOMM ROOM1-LD1-CR1-F-CR1-F-CRREFER TO SHEET: 2-TC102REFER TO SHEET: 2-TC103REFER TO SHEET: 2-TC102REFER TO SHEET: 2-TC103REFER TO SHEET: 2-TC101REFER TO SHEET: 2-TC102HILARY 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 2PROJECT 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 2\Telecommunications\Sheets\5-SFB02 2-TC102.dwgJuly 2017ISSUED FOR BID NORTH1DASPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'KEYED NOTES:2-TC102DASPARTIAL FIRST FLOOR PLANAS NOTEDCOVERAGE FROM ABOVE.1GENERAL NOTES:1.COVERAGE CIRCLES AND RECOMMENDED INSTALLATION LOCATIONS ARE PROVIDING AS A GUIDE FOR THE CONTRACTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL DESIGN AND PLACEMENT OF REMOTE ACCESS UNITS AND ANTENNAS TOENSURE COMPLIANCE WITH SPECIFICATION 275319.2.COVERAGE CIRCLES ILLUSTRATE APPROXIMATE RADIATED DISTANCE FROM ANTENNA OF 150' BASED ON A DENSEENVIRONMENT ACCOMMODATING CELLULAR SIGNAL STANDARDS IN USE TODAY.3.DOTS IN CENTER OF COVERAGE CIRCLES INDICATE THE APPROXIMATE RECOMMENDED INSTALLATION LOCATION OF THEREMOTE ACCESS UNIT AND ANTENNA.4.DAS COVERAGE REQUIREMENTS AS PART OF THIS SCOPE OF WORK SHALL INCLUDE NEW TERMINAL AREAS ONLY.CONFORMED SET263
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 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
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BINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE 60" DIVEST TABLE
L3
ENTEREXIT
BINSEMPTY
BINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTY
BINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTY
BINSEMPTYBINSEMPTY AT26040 aTiX
60" DIVEST TABLE 60" DIVEST TABLE
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ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLE
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60" DIVEST TABLE60" DIVEST TABLEL3
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BINSEMPTYAT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
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ENTEREXIT
TDC/CATTDC/CAT
TDC/CA
T
TDC/C
A
T
TDC/CAT
TDC/CA
T
TDC/CA
TTDC/CAT
AVS
AVS
ETDBLS
AVSAVSETDBLS
ETDBLS
AVSAVSAVS
ETDBLS
2LADA GATEWTMD
CEIA12ETDETDETDETD
L
L
4
3
L4
3
L
3
L
2LADA GATE WTMD
CEIA12LADA GATEWTMDCEIA12LADA GATE WTMDCEIA1
UP18"
TSA IT
C
A
B
I
N
E
T
B2-07EXISTING MECHANICAL ROOMB2-01EXISTIN
G
M
E
C
H
A
N
I
C
A
L
A2-03EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-0
5KIDS PLAY AREAA2-06SKYWAY POD 1 S2-01CORRIDORS2-02SKYWAY POD 2S2-03CORRIDORS2-07SKYWAY POD 3 S2-08SECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08WOME
N
S
R
O
O
M
B2-04MENS ROOMB2-05RECEP
T
I
O
N
B2-10OPPS MANAGER OFFICEB2-11PSRB2-15PASS
E
N
G
E
R
W
A
I
T
I
N
G
A
R
E
A
B2-13SECURITY EXITA2-08LOBBYA2-09ELEV
A
T
O
R
1
A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10 CONCESSIONA2-07ELEVATOR 3B1-48ELEVATOR 4B1-49EXPANDED SCREENING AREAB2-14
PENTHOUSEB2-16BAGGA
G
E
C
L
A
I
M
R
O
O
F
B2-17CORR
I
D
O
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B2-18CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-0
3
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FP2-04OFFICE FP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-0
7
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1
2
ELEC
T
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I
C
A
L
FP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTR
O
O
M
FP2-16Room FP2-17OFFICE FP2-18OFFICEFP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-2
2
ELEV
A
T
O
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FP2-23STAIRSFP1-
0
4
SAA ITB2-09
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B2-06EXPANDED SCREENING AREAB2-14SECURITY CHECKPOINT SCREENINGB2-12
OPPS DIRECTOR OFFICEB2-11A
LOST
A
N
D
F
O
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D
B2-11B121'-1"ITB2-20
SHEET: 2-TC201SHEET: 2-TC202SHEET: 2-TC205SHEET: 2-TC203SHEET: 2-TC206SHEET: 2-TC206SHEET: 2-TC204N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.11EXISTINGCOMM 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 2PROJECT 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 2\Telecommunications\Sheets\5-SFB02 2-TC200.dwgJuly 2017ISSUED FOR BID NORTH1DASOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'2-TC200DASOVERAL SECOND FLOOR PLANAS NOTEDGENERAL NOTES:1.COVERAGE CIRCLES AND RECOMMENDED INSTALLATION LOCATIONS ARE PROVIDING AS A GUIDE FOR THE CONTRACTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL DESIGN AND PLACEMENT OF REMOTE ACCESS UNITS AND ANTENNAS TOENSURE COMPLIANCE WITH SPECIFICATION 275319.2.COVERAGE CIRCLES ILLUSTRATE APPROXIMATE RADIATED DISTANCE FROM ANTENNA OF 150' BASED ON A DENSEENVIRONMENT ACCOMMODATING CELLULAR SIGNAL STANDARDS IN USE TODAY.3.DOTS IN CENTER OF COVERAGE CIRCLES INDICATE THE APPROXIMATE RECOMMENDED INSTALLATION LOCATION OF THEREMOTE ACCESS UNIT AND ANTENNA.4.DAS COVERAGE REQUIREMENTS AS PART OF THIS SCOPE OF WORK SHALL INCLUDE NEW TERMINAL AREAS ONLY.CONFORMED SET264
11NEWTSA COMM ROOM(NOT IN SCOPE)EXISTINGCOMM ROOM H2(2-H2-CR)EXISTINGCOMM ROOM H1(2-H1-CR)EXISTINGCOMM ROOM H(2-H-CR)NEWCOMM ROOM G(2-G-CR)REFER TO SHEET: 2-TC202REFER TO SHEET: 2-TC203REFER TO SHEET: 2-TC202REFER TO SHEET: 2-TC203REFER TO SHEET: 2-TC201REFER TO SHEET: 2-TC202Table
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"ITB2-20HILARY 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 2PROJECT 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 2\Telecommunications\Sheets\5-SFB02 2-TC202.dwgJuly 2017ISSUED FOR BID NORTH1DASPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'2-TC202DASPARTIAL SECOND FLOOR PLANAS NOTEDKEYED NOTES:COVERAGE FROM BELOW.1GENERAL NOTES:1.COVERAGE CIRCLES AND RECOMMENDED INSTALLATION LOCATIONS ARE PROVIDING AS A GUIDE FOR THE CONTRACTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL DESIGN AND PLACEMENT OF REMOTE ACCESS UNITS AND ANTENNAS TOENSURE COMPLIANCE WITH SPECIFICATION 275319.2.COVERAGE CIRCLES ILLUSTRATE APPROXIMATE RADIATED DISTANCE FROM ANTENNA OF 150' BASED ON A DENSEENVIRONMENT ACCOMMODATING CELLULAR SIGNAL STANDARDS IN USE TODAY.3.DOTS IN CENTER OF COVERAGE CIRCLES INDICATE THE APPROXIMATE RECOMMENDED INSTALLATION LOCATION OF THEREMOTE ACCESS UNIT AND ANTENNA.4.DAS COVERAGE REQUIREMENTS AS PART OF THIS SCOPE OF WORK SHALL INCLUDE NEW TERMINAL AREAS ONLY.CONFORMED SET265
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 2PROJECT 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 2\Telecommunications\Sheets\5-SFB02 2-TC300.dwgJuly 2017ISSUED FOR BID2-TC300DASEQUIPMENT MATRIXAS NOTEDCONFORMED SET266
SHEET: 2-TI101SHEET: 2-TI102SHEET: 2-TI105SHEET: 2-TI103SHEET: 2-TI106SHEET: 2-TI106SHEET: 2-TI104N.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 2PROJECT 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 2\Telecommunications\Sheets\6-SFB02 2-TI100.dwgJuly 2017ISSUED FOR BID NORTH1APSOVERALL FIRST FLOOR PLANSCALE: 1/64" = 1'2-TI100APSOVERAL FIRST FLOOR PLANAS NOTEDCONFORMED SET267
SHEET: 2-TI201SHEET: 2-TI202SHEET: 2-TI205SHEET: 2-TI203SHEET: 2-TI206SHEET: 2-TI206SHEET: 2-TI204N.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 2PROJECT 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 2\Telecommunications\Sheets\6-SFB02 2-TI200.dwgJuly 2017ISSUED FOR BID NORTH1APSOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'2-TI200APSOVERAL SECOND FLOOR PLANAS NOTEDCONFORMED SET268
ZONE 2.3ZONE 2.10N.I.C.ZONE 2.1N.I.C.ZONE 2.2N.I.C.ZONE 2.4N.I.C.ZONE 2.9N.I.C.ZONE 2.10N.I.C.ZONE 2.6N.I.C.ZONE 2.8N.I.C.ZONE 2.8N.I.C.ZONE 2.5N.I.C.ZONE 2.7N.I.C.ZONE 2.4N.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 2PROJECT 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 2\Telecommunications\Sheets\6-SFB02 2-TI200A.dwgJuly 2017ISSUED FOR BID NORTH1APSOVERALL ZONE LAYOUT - SECOND FLOOR PLANSCALE: 1/64" = 1'2-TI200AAPSOVERAL ZONE LAYOUT - SECOND FLOOR PLANAS NOTEDCONFORMED SET269
SSSSSSSSSSSS1-E-MCRZONE 2.10 ZZONE 2.10ZONE 2.2ZONE 2.4ZONE 2.3ZONE 2.1N.I.C.ZONE 2.13ZONE 2.14REFER TO SHEET: 2-TI202REFER TO SHEET: 2-TI203REFER TO SHEET: 2-TI202REFER TO SHEET: 2-TI203REFER TO SHEET: 2-TI201REFER TO SHEET: 2-TI202HILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.01PHASE 2PROJECT 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 2\Telecommunications\Sheets\6-SFB02 2-TI202.dwgJuly 2017ISSUED FOR BID NORTH1APSPARTIAL SECOND FLOOR PLANSCALE: 1/16" = 1'2-TI202APSPARTIAL SECOND FLOOR PLANAS NOTEDAUTO PAGING SYSTEM SYMBOLSSYMBOLMOUNTING TYPEREMARKSAMBIENT NOISE SENSORMOUNT 6 FEET ABOVE FINISHED FLOOROUTDOOR SPEAKERSPEAKERAOSSCONFORMED SET270
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 2PROJECT 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 2\Telecommunications\Sheets\6-SFB02 2-TI300.dwgJuly 2017ISSUED FOR BID2-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.4CONFORMED SET271
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 2PROJECT 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 2\Telecommunications\Sheets\6-SFB02 2-TI301.dwgJuly 2017ISSUED FOR BID2-TI301AUDIO PAGING SYSTEMFUNCTIONAL DIAGRAMNTS1.LOUDSPEAKER CABLING. CABLING SHALL BE 12 AWG TO THE FIRST LOUDSPEAKER IN THE CIRCUIT AND14 AWG BETWEEN EACH LOUDSPEAKER. PROVIDE PLENUM OR NON-PLENUM CABLING AS SITE ANDRACEWAY CONDITIONS ALLOW. REFER TO SPECIFICATION 274219 "PUBLIC ADDRESS SYSTEM" FORFURTHER INFORMATION.GENERAL NOTES:CONFORMED SET272
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 ORIENTATIONEXTERIORINTERIORVARIES2-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 2\Telecommunications\Sheets\6-SFB02 2-TI401.dwgCONFORMED SET273
UNKRESTRICTEDAREAKEEPOUT
REF.UPUPDWEXISTING ELECTRICALB1-19OPEN
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F
F
I
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A
R
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B1-18STORAGEB1-17BBREAK ROOMB1-27CONFERENCE ROOMB1-19EXISTING MECHANICALB1-36 EXISTING WOMENS ROOMB1-37 EXIS
T
I
N
G
M
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N
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B1-38EXISTING JANITORB1-42
EXISTING ITB1-41
EXISTI
N
G
E
L
E
C
T
R
I
C
A
L
B1-39EXIS
T
I
N
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B1-44EXISTING ELEVATOR ROOMB1-43
CORR
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B1-31EXISTING FIRE RISER ROOMB1-17
AEXISTING MECHANICALB1-52
EXISTING ELECTRICALB1-53EXISTING ITB1-52RECE
I
V
I
N
G
A
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E
A
B1-11EXISTING TICKETINGB1-10
ELEV
A
T
O
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4
B1-49ELEVATOR 3B1-4
8
OUTBOUND BAGGAGE EXTERIORB1-61
SECURITY SCREENINGB1-26SECURITY SCREENINGB1-26FAMILY RESTROOMB1-04
CORRIDORB1-09WOMENS ROOMB1-05MENS ROOMB1-06JANITOR / ELECTRICAL / MECHANICALB1-01EXISTING MECHANICAL ROOMA1-05WOMEN
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A1-04JANITORA1-03MENS ROOMA1-02FAMILY RESTROOMA1-01
EXISTI
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WOMENS ROOMA1-18ELEVATOR ROOMA1-13
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1
B1-58LOADING DOCKLD-1COOL
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LD-8OFFICELD-18OFFICELD-19
CHIEF LD-20BREAK
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LD-21CORRIDORLD-14ARMS LD-15IT LD-16RESTROOMLD-13
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CORRID
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ELEVATOR 2A1-12FAMILY RESTROOMB1-46STORAGEB1-47
CORRIDORB1-51
OFFICEB1-12
EXISTING LOADING DOCKB1-13ELEVATOR 5B1-14BAG RUNWAYB1-03BAGG
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B1-08ELEVATORFP2-23SCREENING EXPANSION 1ST FLOORFP1-01 STAIRSFP1-04OFFICEA1-36CORRIDORA1-34OFFICEA1-39STORA
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SECU
R
I
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E
X
I
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FIS-14ITFIS-13EMERGENCY ELECTRICAL ROOMFIS-12 BAGGAGE CLAIMFIS-03
SAA S
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ELECTRICAL ROOMB1-1
9
A
FIRE RISER ROOMLD-22SHEET: 2-TN101SHEET: 2-TN102SHEET: 2-TN105SHEET: 2-TN103SHEET: 2-TN106SHEET: 2-TN106SHEET: 2-TN104N.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 2PROJECT 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 2\Telecommunications\Sheets\7-SFB02 2-TN100.dwgJuly 2017ISSUED FOR BID NORTH1EVIDSOVERALL FIRST FLOOR PLANSCALE: 1/64" = 1'2-TN100EVIDSOVERAL FIRST FLOOR PLANAS NOTEDCONFORMED SET274
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: 2-TN102REFER TO SHEET: 2-TN103REFER TO SHEET: 2-TN102REFER TO SHEET: 2-TN103REFER TO SHEET: 2-TN101REFER TO SHEET: 2-TN102WM1.01WM1.02WM1.03WM1.04WM1.05WM1.06WM1.07WM1.0855555555WM1.212WM1.225WM1.235WM1.095WM1.105WM1.115WM1.125WM1.135WM1.145WM1.155WM1.165WM1.175WM1.185WM1.195WM1.205FM1.241FM1.251FM1.277EXISTINGCOMM ROOM F(1-F-CR)EXISTING / EXPANDEDCOMM ROOM E(1-E-CR)EXISTING CONTROL CENTERNEWCOMM ROOM1-LD1-CRFM1.261HILARY 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 2PROJECT 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 2\Telecommunications\Sheets\7-SFB02 2-TN102.dwgJuly 2017ISSUED FOR BID NORTH1EVIDSPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'2-TN102EVIDSPARTIAL 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.CONFORMED SET275
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: 2-TN102REFER TO SHEET: 2-TN103REFER TO SHEET: 2-TN105REFER TO SHEET: 2-TN103REFER TO SHEET: 2-TN103REFER TO SHEET: 2-TN104REFER TO SHEET: 2-TN103REFER TO SHEET: 2-TN104REFER TO SHEET: 2-TN102REFER TO SHEET: 2-TN103FM1.327CM1.304CM1.314CM1.344FM1.357FM1.331FM1.367FM1.377EXISTINGSANFORD AIRPORT AUTHORITY / CBPCOMM ROOM C2(1-C2-CR)EXISTINGCOMM ROOM B(1-B-CR)FM1.381HILARY 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 2PROJECT 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 2\Telecommunications\Sheets\7-SFB02 2-TN103.dwgJuly 2017ISSUED FOR BID NORTH1EVIDSPARTIAL FIRST FLOOR PLANSCALE: 1/16" = 1'2-TN103EVIDSPARTIAL 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.CONFORMED SET276
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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BINSEMPTYBINSEMPTYBINSEMPTY
BINSEMPTY
BINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLE
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L3
ENTEREXIT
TDC/CAT
TDC/CA
T
TDC/CAT
TDC/CA
T
TDC/CAT
TDC/CA
T
TDC/CA
T
TDC/C
A
TAVSAVSETDBLSAVSAVSETDBLS
ETDBLSAVS
AVS
AVS
ETDBLS
2LADA GATEWTMD
CEIA12ETD
ETDETDETD
LL4
3
L4
3
L
3L
2LADA GATE WTMD
CEIA12LADA GATE WTMDCEIA12LADA GATE WTMDCEIA1
UP18"
TSA IT
C
A
B
I
N
E
T
B2-07EXISTING MECHANICAL ROOMB2-01EXISTI
N
G
M
E
C
H
A
N
I
C
A
L
A2-03EXISTING WOMENS ROOMA2-04EXISTING MENS ROOMA2-0
5KIDS PLAY AREAA2-06SKYWAY POD 1 S2-01CORRIDORS2-02SKYWAY POD 2S2-03CORRIDORS2-07SKYWAY POD 3 S2-08SECURITY EXITB2-02SECURITY CHECKPOINT SCREENINGB2-12SECURITY OFFICEB2-08WOME
N
S
R
O
O
M
B2-04MENS ROOMB2-05RECEP
T
I
O
N
B2-10OPPS MANAGER OFFICEB2-11PSRB2-15PASSE
N
G
E
R
W
A
I
T
I
N
G
A
R
E
A
B2-13 SECURITY EXITA2-08LOBBYA2-09ELEV
A
T
O
R
1
A1-11ELEVATOR 2A1-12EXISTING IT ROOMA2-10 CONCESSIONA2-07ELEVATOR 3B1-48ELEVATOR 4B1-49EXPANDED SCREENING AREAB2-14
PENTHOUSEB2-16BAGG
A
G
E
C
L
A
I
M
R
O
O
F
B2-17CORRID
O
R
B2-18CORRIDORFP2-01OFFICEFP2-02CONFERENCE ROOMFP2-0
3
OFFIC
E
FP2-04OFFIC
E
FP2-05CONFERENCE ROOMFP2-06OFFICEFP2-08.OFFICEFP2-
0
7
OFFICEFP2-09 RECEPTIONFP2-10RESTROOMFP2-12
ELEC
T
R
I
C
A
L
FP2-13RESTROOMFP2-14BREAK ROOMFP2-15RESTR
O
O
M
FP2-16Room FP2-17OFFIC
E
FP2-18OFFI
C
E
FP2-19STORAGEFP2-20OFFICEFP2-21CANOPYFP2-2
2
ELEV
A
T
O
R
FP2-23STAIRSFP1-
0
4
SAA ITB2-0
9
JANITO
R
B2-06EXPANDED SCREENING AREAB2-14SECURITY CHECKPOINT SCREENINGB2-12
OPPS DIRECTOR OFFICEB2-11A
LOS
T
A
N
D
F
O
U
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B2-11B121'-1"ITB2-20
SHEET: 2-TN201SHEET: 2-TN202SHEET: 2-TN205SHEET: 2-TN203SHEET: 2-TN206SHEET: 2-TN206SHEET: 2-TN204N.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 2PROJECT 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 2\Telecommunications\Sheets\7-SFB02 2-TN200.dwgJuly 2017ISSUED FOR BID NORTH1EVIDSOVERALL SECOND FLOOR PLANSCALE: 1/64" = 1'2-TN200EVIDSOVERAL SECOND FLOOR PLANAS NOTEDCONFORMED SET277
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 2PROJECT 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 2\Telecommunications\Sheets\7-SFB02 2-TN300.dwgJuly 2017ISSUED FOR BID2-TN300EVIDSFIDS / BIDS SYSTEM LOGIC DIAGRAMAS NOTEDGENERAL NOTES:1.REFER TO SHEET TN401 AND TN402 FOR DISPLAY TYPE DETAILS FOR ALL NEW EVIDS DISPLAYLOCATIONS.2.THIS SHEET DEPICTS EXISTING EVIDS EQUIPMENT AND COMPONENTS. REFER TO SHEET TN301 FORNEW EQUIPMENT TO BE ADDED TO THE EXISTING SYSTEM.CONFORMED SET278
LEVEL 2PUBLIC FLIGHT INFORMATION ETHERNET CONNECTIONTO EVIDS LAN SWITCH INCR (TYPICAL), UTILIZECAT 6 UTP CABLINGAIRPORT LAN SWITCHCOMMUNICATIONSROOM G2-G-CR(LEVEL 2)ADJACENT TO SECURITY CONTROLMM FIBER OPTIC CONNECTIONTO LAN CORE SWITCHESLCDDISPLAYDEPARTURE COMMON LOUNGEETHERNET CONNECTIONTO EVIDS LAN SWITCH INCR (TYPICAL), UTILIZECAT 6 UTP CABLINGFLIGHT INFORMATIONTYPE 1 / 2.4046" / 2 TOTALFLOOR MOUNTEDAIRPORT LAN SWITCHCOMMUNICATIONSROOM PD11-PD1-CR(LEVEL 1)LCDDISPLAYGATE INFORMATIONTYPE 2 / 2.4146" / 1 TOTALWALL MOUNTEDLCDDISPLAYFLIGHT INFORMATIONTYPE 1 / 2.4346" / 2 TOTALFLOOR MOUNTEDLCDDISPLAYETHERNET CONNECTIONTO EVIDS LAN SWITCH INCR (TYPICAL), UTILIZECAT 6 UTP CABLINGGATE INFOTYPE 10 / 2.5146" / 1 TOTALCEILING MOUNTEDAIRPORT LAN SWITCHCOMMUNICATIONSROOM PD31-PD3-CR(LEVEL 1)LCDDISPLAYFLIGHT INFORMATIONTYPE 10 / 2.5246" / 1 TOTALCEILING MOUNTEDEVIDS LOCAL AREANETWORKAIRPORT LAN SWITCHCOMMUNICATIONSROOM A11-A1-CR(LEVEL 1)BAGGAGE INPUTTYPE 7 / 1.40BIC / 1 TOTALFLOOR MOUNTEDETHERNET CONNECTION TO AIRPORT LAN SWITCHIN MCR (TYPICAL), UTILIZE CAT 6 UTP CABLING ALLHEAD END DEVICES AND EQUIPMENT TO BEPROVIDED BY OWNERBAGGAGE INPUTTYPE 7 / 1.41BIC / 1 TOTALFLOOR MOUNTEDBICBICBAGGAGE MAKE-UP / CLAIM AREAARRIVAL BAGGAGETYPE 4 / 1.4355" / 2 TOTALCEILING MOUNTEDLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYETHERNET CONNECTION TO AIRPORT LAN SWITCHIN MCR (TYPICAL), UTILIZE CAT 6 UTP CABLING ALLHEAD END DEVICES AND EQUIPMENT TO BEPROVIDED BY OWNERARRIVAL BAGGAGETYPE 4 / 1.4455" / 2 TOTALCEILING MOUNTEDBAGGAGE INPUTTYPE 7 / 1.42BIC / 1 TOTALFLOOR MOUNTEDBICFLIGHT INFORMATIONTYPE 1 / 1.4646" / 2 TOTALFLOOR MOUNTEDLCDDISPLAYDEPARTURE 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 SWITCHESLCDDISPLAYLCDDISPLAYARRIVAL 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 CABLINGLEVEL 1AIRPORT LAN SWITCHCOMMUNICATIONSROOM E1-F-CR(LEVEL 1)CHECK-IN AREALCDDISPLAYCHECK-INTYPE 5 / 1.0146" / 1 TOTALWALL MOUNTEDLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYETHERNET CONNECTION TOAIRPORT LAN SWITCH IN MCR(TYPICAL), UTILIZE CAT 6 UTPCABLING ALL HEAD END DEVICESAND EQUIPMENT TO BEPROVIDED BY OWNERLCDDISPLAYCHECK-INTYPE 5 / 1.0246" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0346" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0746" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0846" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0946" / 1 TOTALWALL MOUNTEDLCDDISPLAYLCDDISPLAYAIRPORT LAN SWITCHCOMMUNICATIONSROOM B1-B-CR(LEVEL 1)BAGGAGE INPUTTYPE 7 / 1.27BIC / 1 TOTALFLOOR MOUNTEDETHERNET CONNECTION TO AIRPORT LAN SWITCHIN MCR (TYPICAL), UTILIZE CAT 6 UTP CABLING ALLHEAD END DEVICES AND EQUIPMENT TO BEPROVIDED BY OWNERBAGGAGE INPUTTYPE 7 / 1.35BIC / 1 TOTALFLOOR MOUNTEDBAGGAGE INPUTTYPE 7 / 1.37BIC / 1 TOTALFLOOR MOUNTEDBICBAGGAGE MAKE-UP / CLAIM AREAARRIVAL BAGGAGETYPE 4 / 1.3055" / 2 TOTALCEILING MOUNTEDLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYLCDDISPLAYFLIGHT INFORMATIONTYPE 1 / 1.3346" / 2 TOTALFLOOR MOUNTEDBAGGAGE INFOTYPE 4 / 1.3455" / 2 TOTALCEILING MOUNTEDFLIGHT INFORMATIONTYPE 1 / 1.3846" / 2 TOTALFLOOR MOUNTEDETHERNET CONNECTION TO AIRPORT LAN SWITCHIN MCR (TYPICAL), UTILIZE CAT 6 UTP CABLING ALLHEAD END DEVICES AND EQUIPMENT TO BEPROVIDED BY OWNERLCDDISPLAYLCDDISPLAYLCDDISPLAYCHECK-INTYPE 5 / 1.0446" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0546" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.0646" / 1 TOTALWALL MOUNTEDLCDDISPLAYCHECK-INTYPE 5 / 1.1046" / 1 TOTALWALL MOUNTEDLCDDISPLAYCHECK-INTYPE 5 / 1.1146" / 1 TOTALWALL MOUNTEDLCDDISPLAYCHECK-INTYPE 5 / 1.1246" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.1346" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.1446" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.1546" / 1 TOTALWALL MOUNTEDLCDDISPLAYLCDDISPLAYCHECK-INTYPE 5 / 1.1646" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 5 / 1.1746" / 1 TOTALWALL MOUNTEDLCDDISPLAYCHECK-INTYPE 5 / 1.1846" / 1 TOTALWALL MOUNTEDLCDDISPLAYLCDDISPLAYCHECK-INTYPE 5 / 1.2046" / 1 TOTALWALL MOUNTEDCHECK-INTYPE 2 / 1.2146" / 1 TOTALWALL MOUNTEDLCDDISPLAYLCDDISPLAYCURBSIDE CHECK-INTYPE 5A / 1.2246" / 1 TOTALWALL MOUNTEDCURBSIDE CHECK-INTYPE 5A / 1.2346" / 1 TOTALWALL MOUNTEDLCDDISPLAYFLIGHT INFORMATIONTYPE 1 / 1.2446" / 2 TOTALFLOOR MOUNTEDCHECK-INTYPE 5 / 1.1946" / 1 TOTALWALL MOUNTEDLCDDISPLAYFLIGHT INFORMATIONTYPE 1 / 1.2546" / 2 TOTALFLOOR MOUNTEDARRIVAL BAGGAGETYPE 4 / 1.3155" / 2 TOTALCEILING MOUNTEDBAGGAGE INPUTTYPE 7 / 1.36BIC / 1 TOTALFLOOR MOUNTEDBICBICBICMM FIBER OPTIC CONNECTIONTO LAN CORE SWITCHESLCDDISPLAYFLIGHT INFORMATIONTYPE 1 / 1.2646" / 2 TOTALFLOOR MOUNTEDBICBAGGAGE INPUTTYPE 7 / 1.32BIC / 1 TOTALFLOOR MOUNTEDHILARY W. MAULL, P.E.Drawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:File:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONREVISIONS#DATEDESCRIPTIONBYwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationA Full ServiceA & E FirmENGINEERS & PLANNERSAVCON, INC.2015.128.01PHASE 2PROJECT 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 2\Telecommunications\Sheets\7-SFB02 2-TN301.dwgJuly 2017ISSUED FOR BID2-TN301EVIDSLOGIC DIAGRAMAS NOTEDPUBLIC DISPLAYTYPE 1 / 2.0146" / 2 TOTALWALL MOUNTEDLCDDISPLAYDISPLAY INFORMATIONDISPLAY TYPE / DISPLAY ID NUMBERDISPLAY SIZE / QUANTITY OF DISPLAYSCAT6 UTP CABLELEGEND:GENERAL NOTES:1. REFER TO SHEET TN401 AND TN402 FOR DISPLAY TYPE DETAILS2. DISPLAY LOCATIONS ARE BASED ON INFORMATION OBTAINED FROM AVCON ON9/27/16 AND10/21/16.3. EVIDS DRAWINGS REFER TO NEW DISPLAY LOCATIONS ONLY. EXISTING DISPLAYLOCATIONS ARE NOT IDENTIFIED AND NOT IN CONTRACT..MOUNTING METHODCONFORMED SET279
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 2PROJECT 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 2\Telecommunications\Sheets\7-SFB02 2-TN400.dwgJuly 2017ISSUED FOR BID2-TN400EVIDSDISPLAY TYPE REFERENCESAS NOTED1TYPE 1: FLOOR MOUNTEDDEPARTURES AND ARRIVALS FLIGHT INFORMATIONSCALE: NTS2TYPE 2: WALL MOUNTEDARRIVAL / DEPARTURE FLIGHT INFORMATIONSCALE: NTS3TYPE 3: CEILING MOUNTEDDEPARTURE FLIGHT INFORMATIONSCALE: NTS4TYPE 4: CEILING MOUNTEDBAGGAGE CLAIM INFORMATIONSCALE: NTS5TYPE 5: WALL MOUNTEDCHECK-IN FLIGHT INFORMATIONSCALE: NTS6TYPE 6: CEILING MOUNTEDARRIVAL / DEPARTURE FLIGHT INFORMATIONSCALE: NTS7TYPE 7: FLOOR MOUNTEDTOUCHSCREEN BAGGAGE INPUT CONTROLLERSCALE: NTS5ATYPE 5A: WALL MOUNTEDCURBSIDE CHECK-IN FLIGHT INFORMATIONSCALE: NTSCONFORMED SET280
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 2PROJECT 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 2\Telecommunications\Sheets\7-SFB02 2-TN401.dwgJuly 2017ISSUED FOR BID2-TN401EVIDS TYPE AND QUANTITY SCHEDULEDISPLAY TYPES AND MOUNTING DETAILSAS NOTED10TYPE 10: CEILING MOUNTEDGATE / FLIGHT INFORMATIONSCALE: NTS9TYPE 9: WALL MOUNTEDARRIVAL FLIGHT / BAGGAGE CLAIM INFORMATIONSCALE: NTS8TYPE 8: WALL MOUNTEDFLIGHT INFORMATIONSCALE: NTSCONFORMED SET281
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 2PROJECT 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 2\Telecommunications\Sheets\7-SFB02 2-TN402.dwgJuly 2017ISSUED FOR BID2-TN402EVIDS TYPE AND QUANTITY SCHEDULEDISPLAY TYPES AND MOUNTING DETAILSAS NOTED11EVIDS TYPE AND QUANTITY SCHEDULESCALE: NTSABBREVIATION LEGENDADVADVERTISINGAIRAIRLINE LOGO / BRANDINGARRARRIVAL FLIGHT INFORMATIONBIDSBAGGAGE INFORMATION DISPLAY SYSTEMCMCEILING MOUNTEDCOCOLUMN MOUNTEDDEPDEPARTURE FLIGHT INFORMATIONDSDOUBLE-SIDED VIEWINGFMFLOOR MOUNTEDGIDSGATE INFORMATION DISPLAY SYSTEMLANDLANDSCAPE DISPLAY ORIENTATIONPORTPORTRAIT DISPLAY ORIENTATIONSSSINGLE-SIDED VIEWINGWMWALL MOUNTEDCONFORMED SET282
IDENTIFICATION NOMENCLATURECONVEYOR SECTION IDENTIFICATIONXXXX-YYSEQUENTIAL NUMBER OF CONVEYOR SECTION (SAME TYPE)CONVEYOR QUAD IDENTIFICATIONODD SIZED UNITS = OSCURBSIDE UNITS = CSBAG DROP UNITS = BDFIRE DOOR = FDOVER SIZE = OSSHEET NUMBER DESIGNATIONSB2.2.01ABBREVIATIONSCONTRACTOR DOCUMENTS AND SPECIFICATIONS:THE CONTRACTOR IS HEREBY NOTIFIED THAT ESSENTIAL AND PERTINENT INFORMATION REGARDING THECONSTRUCTION AND COMPLETION OF WORK FOR THIS PROJECT IS CONTAINED IN THE CONTRACT DOCUMENTSAND SPECIFICATIONS. REGARDLESS OF DISCIPLINE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ ANDREVIEW THIS INFORMATION TO HIS OWN SATISFACTION PRIOR TO PERFORMING ANY WORK. ANY DEFICIENT,INCOMPLETE OR INCORRECT WORK SHALL BE REDONE TO MEET SAID REQUIREMENTS AT THE CONTRACTOR'SSOLE EXPENSE.ENGINEER NOTESSHEET NUMBER 1 OF A SEQUENTIAL ORDERSTRUCTURE CATEGORYSECTION / DISCIPLINE CATEGORYBAGGAGE CONVEYOR:IS GENERAL INFORMATION, LEGEND, SYMBOLS, NOTES, ETC.1OVERALL PLANS, PARTIAL PLANS2CONVEYOR PHASING PLANS3EDS REMOVAL AND EGRESS PLANS4ELEVATIONS5ELECTRICAL6DETAILS7CATWALKDRAWING INDEXCONTROL SYSTEM NOTESSEE BHS B1-SERIES FOR PARTIAL PLAN VIEWS SHOWING ELEVATIONS AND DIMENSIONS.SEE BHS B2-SERIES FOR PHASING DETAILS.SEE BHS B3-SERIES FOR EDS REMOVAL PATH AND PERSONNEL EGRESS PATH.SEE BHS B4-SERIES FOR ELEVATION VIEWS SHOWING ELEVATIONS AND DIMENSIONS.SEE BHS B5-SERIES FOR E-STOP ZONES.SEE BHS B6-SERIES FOR EQUIPMENT DETAILS.SEE BHS B7-SERIES SHEETS FOR CATWALK, LADDERS AND CROSSOVER LOCATIONS.ABBREVIATIONS GENERAL NOTES AND DRAWING INDEXSheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
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REVISIONS
# DATE DESCRIPTION BY JSM & Associates730 East 5th AvenueMt. Dora, Florida 32757B.IS.01ABBREVIATIONS GENERAL NOTES AND
DRAWING INDEX Sheet # Revision #Drawing NameB.IS.01 -ABBREVIATIONS GENERAL NOTES AND DRAWING INDEXB.IS.02 -CONVEYOR LEGENDS AND SYMBOLSB.IS.03 -MOTOR MANIFESTB1.1.00 -PLAN- FINAL SYSTEM LAYOUT- BHS ALPHA 1B1.1.01-PLAN- OUTBOUND- CS AND TICKET COUNTERSB1.1.02 -PLAN- OUTBOUND- CS AND TICKET COUNTERSB1.1.03 -PLAN- OUTBOUND- CBIS AREAB1.1.04-PLAN- OUTBOUND- MAKE UP AREAB1.1.05 -PLAN- INBOUND INTERNATIONAL EXISTINGB1.1.06-PLAN- INBOUND- IB6/CD6, IB7CD7 AND IB8/CD8B1.1.07 -PLAN VIEW- OVERSIZED BAG FLOWB2.1.01 -PLAN- PHASE 1 LAYOUT- BHS ALPHA 1B2.1.02-PLAN- PHASE 2 DEMO EXISTING INTERNATIONALB2.1.03 -PLAN- CD3 CURRENT CONDITIONB2.1.04 -PLAN- CD3 EXPANSIONB2.1.05-PLAN- PHASE 3- IB6/CD6B2.1.06 -PLAN- PHASE 4- IB7/CD7B2.1.07 -PLAN- PHASE 5- IB8/CD8B2.1.08-PLAN- PHASE 6 FINAL SYSTEM LAYOUTB2.1.09 -PLAN- TEMP LINE DEMOB3.1.00-CBIS AREA EDS REMOVAL PATHB3.1.01 -CBIS AREA EGRESS PERSONNEL PATHB4.1.01 -ELEVATION- OUTBOUND- CS AND TICKET COUNTERSB4.1.02-ELEVATION- OUTBOUND- CS AND TICKET COUNTERSB4.1.03 -ELEVATION- OUTBOUND- CBIS AREA AND MUB4.1.04 -ELEVATION- INBOUND- IB6/CD6B4.1.05-ELEVATION- INBOUND- IB7/CD7B4.1.06 -ELEVATION- INBOUND- IB8/CD8B5.1.00 -ELECTRICAL DEVICE STANDARDSB5.1.01-PLAN VIEW- CS1, CS2 AND TC1 AREA CONTROL DEVICESB5.1.02 -PLAN VIEW- TC1 AND CS2 AREA CONTROL DEVICESB5.1.03-PLAN VIEW- CBIS AREA CONTROL DEVICESB5.1.04 -PLAN VIEW- MAKE UP AREA CONTROL DEVICESB5.1.05 -PLAN VIEW- IB6/CD6 AND IB7/CD7 AREA CONTROL DEVICESB5.1.06-PLAN VIEW- IB8/CD8 AREA CONTROL DEVICESB5.1.07 -PLAN- CD3 CONTROL DEVICESB6.1.00 -GENERAL DETAIL DRAWING (TYPICAL HANGING)B6.1.01-GENERAL DETAIL DRAWING (TYPICAL CONVEYOR)B6.1.02 -GENERAL DETAIL DRAWING (POINT LOADS)B6.1.03 -GENERAL DETAIL DRAWING (DOOR DETAILS)B6.1.04-GENERAL DETAIL DRAWING (HANGING ATTACHMENTS)B6.1.05 -BAGGAGE SAFETY SIGNAGEB6.1.06-GENERAL DETAIL DRAWING (BIT AND LADDER)B7.1.01 -GENERAL DETAIL DRAWING (OUTBOUND CATWALK)B7.1.02 -GENERAL DETAIL DRAWING (INBOUND CATWALK)B7.1.03-GENERAL DETAIL DRAWING (OVERSIZE BAG SLIDES)THE FOLLOWING APPLIES IN ADDITION TO THE PROJECT SPECIFICATIONS AND BHS DRAWINGS:A. PRIOR TO ENGINEERING AND FABRICATION OF BHS THE CONTRACTOR SHALL FIELD VERIFY ALL BHS RELATEDDIMENSIONS AND EXISTING CONDITIONS ON THE JOB SIGHT. THE CONTRACTOR IS TO BE RESPONSIBLE FORDIMENSIONAL ACCURACY. CONFLICTS SHALL BE BROUGHT TO THE OWNER'S AND/OR OWNER'S REPRESENTATIVEATTENTION IMMEDIATELY UPON DISCOVERY. ALL BAGGAGE SYSTEMS WORK SHALL BE COORDINATED WITH THEGENERAL CONTRACTOR FOR THE BUILDING CONTRACT. BHS (DEMO AND NEW INSTALLATION) SHALL BECOORDINATE WITH OWNER. OPERATIONAL IMPACTS SHALL BE KEPT TO A MINIMUM. THE PORTERINGREQUIREMENTS ARE LISTED IN THE SPECS.B. DRAWING DIMENSIONS SHALL NOT BE SCALED, DIMENSIONS SHOWN SHALL BE USED.C. REFERENCE CONNECTION DRAWINGS FOR BUILDING ATTACHMENT LOCATIONS.D. ACTUAL BELT SPEEDS SHALL BE DETERMINED BY THE BHS CONTRACTOR IN ACCORDANCE WITH GOOD DESIGNPRACTICE AND SYSTEM THROUGHPUT REQUIREMENTS.E. A MINIMUM CLEARANCE OF 7'-6" ABOVE TUG/CART AND BAG MAKE-UP WORK AREAS SHALL BE PROVIDED.CLEARANCE SHALL BE TO THE LOWEST OBSTRUCTION OF THE BAGGAGE SYSTEMS INCLUDING, BUT NOT LIMITEDTO, DRIVES, CATWALKS, PULL DOWN LADDERS, AND SUPPORT STRUCTURE.F. BHS CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES TO MAINTAIN BAGGAGE SYSTEM RIGHT-OF-WAY.G. SEE ARCHITECTURAL AND OTHER DISCIPLINE DRAWINGS FOR THE MOST CURRENT BACKGROUND ANDCOORDINATION INFORMATION.H. BHS CONTRACTOR AND ALL OTHER TRADES TO MAINTAIN 3'-0" RIGHT OF WAY FROM TOP OF BELT TO NEARESTOBSTRUCTION. HANGING OF ANY EQUIPMENT COMPONENTS SUCH AS MECHANICAL, ELECTRICAL, PLUMBING ORHVAC FROM THE CONVEYOR, CATWALK OR ASSOCIATED SUPPORTS IS PROHIBITED.I. BHS CONTRACTOR TO FIELD VERIFY ALL TIE-IN LOCATIONS.J. CONVEYORS IN PUBLIC AREAS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIESACT (ADA).K. CONVEYOR SECTIONS SHALL BE FIELD CUT TO EXACT LENGTHS WHERE REQUIRED. SIDE GUARDS ARE TO BE 21"HIGH. FLARED SIDE GUARDS ARE TO BE LOCATED AFTER FIRE/SECUTITY DOORS. STAINLESS STEEL SHROUDING ISTO BE UTILIZED ON CONVEYORS IN THE PUBLIC AREA.L. REFER TO TECHNICAL SPECIFICATION SECTION FOR THE BAGGAGE HANDLING SYSTEMS REQUIREMENTS.DEVIATIONS FROM THE LOCATIONS SHOWN SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE.M. REFER TO BASE BUILDING ARCHITECTURAL AND OTHER DISCIPLINE DRAWINGS FOR COORDINATION INFORMATION.N. DEMO ALL REQUIRED CONVEYOR AND ASSOCIATED COMPONENTS PERTAINING TO EACH SYSTEM INCLUDING BUTNOT LIMITED TO CATWALKS, SUPPORTS, HANGING MATERIALS, ETC. DEMO ALL ASSOCIATED MCPs ANDELECTRICAL COMPONENTS. INCLUDING BUT NOT LIMITED TO WIRING, FIELD DEVICES, PHOTOEYES, ETC. ALLWIRING SHALL BE REMOVED TO THE SOURCE.GENERAL NOTESAFFABOVE FINISHED FLOORALTALTERNATEARCHPROJECT ARCHITECTBGBETWEEN SIDEGUARDSBHSBAGGAGE HANDLING SYSTEMBLDGBUILDINGBOSBOTTOM OF STEELCLCENTER LINECLRCLEARCONCCONCRETECONVCONVEYORCSCURBSIDEDWGDRAWINGELELEVATIONELECELECTRICALFDFIRE DOORINCLINCLINEINT'LINTERNATIONALLBSPOUNDSMAINTMAINTENANCEMINMINIMUMMCPMOTOR CONTROL PANELNICNOT IN CONTRACTOCON CENTERPDPPOWER DISTRIBUTION PANELPTPOWER TURNREFREFERENCEREQDREQUIREDSIMSIMILARSSSTAINLESS STEELTCTICKET COUNTERTEMPTEMPORARYTERMTERMINALTOBTOP OF BELTTOPTOP OF PLATFORM/PANTOSTOP OF STEELTYPTYPICALVIFVERIFY IN FIELDCOLCOLUMNCONTCONTINUOUSDIADIAMETERENGRENGINEER OF RECORDEQUIPEQUIPMENTEDSEXPLOSIVE DETECTION SYSTEMETDEXPLOSIVE TRACE DEVICEGCGENERAL CONTRACTORFFFINISH FLOORGAGUAGEGALVGALVANIZEDHPHORSEPOWERIRINSIDE RADIUSMECHMECHANICALMAXMAXIMUMMFGMANUFACTURERNTSNOT TO SCALEOPSOPERATIONSOITOPERATOR INTERFACE TERMINALPSFPOUNDS PER SQUARE FOOTQUEQUEUING CONVEYORREVREVISIONROWRIGHT OF WAYSCHSCHEDULESTASTATIONSACSSECURITY ACCESS CONTROL SYSTEMTSATRANSPORTATION SECURITY AGENCYVFDVARIABLE FREQUENCY DRIVEULUNDERWRITER'S LABORATORYTOCTOP OF CONCRETEOSOVERSIZEDLINLINEARFTFOOTBCBAG CLEARANCEBDBAG DROPDSGDOUBLE SIDE GUARDSSGSINGLE SIDE GUARDA. PROVIDE AND INSTALL START-UP BEACONS, JAM/E-STOP BEACONS AND HORNS AS REQUIRED.B. THE CONTROL SCHEDULE IN THESE DRAWINGS MAY NOT INDICATE ALL OF THE REQUIRED CONTROLSTATIONS OR EQUIPMENT. THEY ARE INTENDED FOR REFERENCE ONLY AND INDICATE EITHER THEPREFERRED OR REQUIRED LOCATIONS OF SOME OF THE CONTROL STATIONS REFERENCES IN THECONTRACT DOCUMENTS. THE CONTROL SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR THEDEVELOPMENT OF THE CONTROL SYSTEMS AND REFER TO THE DRAWINGS FOR THE REQUESTED CONTROLSTATION LOCATIONS AND EQUIPMENT UNLESS THEY ARE IN CONFLICT WITH OTHER REQUIREMENTS.DEVIATIONS FROM THE LOCATIONS SHOWN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE.C. FOR ALL E-STOPS IN CLAIM AREAS, PROVIDE A COVER ON THE STATION THAT ALLOWS UNRESTRICTEDACCESS TO THE E-STOP PUSHBUTTON, BUT DOES NOT ALLOW ACCIDENTAL ACTIVATION BY INADVERTENTBUMPING. E-STOP RESET IN PUBLIC AREAS.D. THE BHS SHALL INTERFACE THE FIRE ALARM SYSTEM AND THE SECURITY ACCESS CONTROL SYSTEM.E. SECURITY-FIRE DOORS SHALL BE PROVIDED AS PART OF THE BHS CONTRACT. THE DOOR WILL BECONTROLLED BY BHS CONTROL SYSTEM.F. THE B5-SERIES SHEETS DEPICT THE CONTROLS OF CERTAIN SUBSYSTEMS (MOSTLY THOSE THAT TSA WILLINTERFACE). OTHER SUBSYSTEMS ALSO REQUIRE NEW OR MODIFIED CONTROLS EQUIPMENT/FUNCTIONS.PROVIDE CONTROLS FOR ALL NEW CONVEYOR EQUIPMENT OF THIS PROJECT AS WELL ASRE-WIRING/RE-CONTROLING ALL CONVEYORS UPSTREAM OF THE CBIS.NOTE: NOT ALL DRAWING SERIES APPLY IN ALL PACKAGE PHASES.CONFORMED SET283
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 32757CONVEYOR LEGENDS AND SYMBOLSB.IS.0232:(57851(OPTIONAL DRIVE LOCATIONS SHOWN) 32:(57851(OPTIONAL DRIVE LOCATIONS SHOWN) 63,5$/32:(57851(SHOWN INCLINING)(OPTIONAL DRIVE LOCATIONSSHOWN)INCLINE CONVEYOR (DRIVELOCATIONS VARY)DECLINE CONVEYOR (DRIVELOCATIONS VARY)STANDARD END FRAMEQUEUETUG W/ CARTEXISTING CONVEYORSFOR DEMOLITIONEXISTING CONVEYORSTO REMAINNEW BHS EQUIPMENTEXISTING BHS EQUIPMENT(TO BE RELOCATED)BHS EQUIPMENTIDENTIFICATION TAG.XXPICTURE NUMBERINCLINE CONVEYOR(DRIVE LOCATIONS VARY)DECLINE CONVEYOR(DRIVE LOCATIONS VARY)INLINE DRIVE(LOCATIONS VARY)INCLINE/DECLINE END FRAME(ANGLES MAY VARY)ANGLEDTRANSITION 63,5$/32:(57851TUG W/ CART0(5*(&219(<25STANDARD END FRAMENOSE OVER(ANGLES MAY VARY)NOSE OVER(ANGLES MAY VARY)SVC AREAMERGE CONVEYORFIRE/SECURITY DOORFIRE/SECURITY DOORFRONT VIEWSIDEINCLINE/DECLINE END FRAME(ANGLES MAY VARY)CONFORMED SET284
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 32757MOTOR MANIFESTB.IS.03TRANSPORTCS1-1 FLOOR 0 0 4.3 39 0 90STD23.1FIRE DOOR CS1-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORT CS1-2 HANGING 7 14 33.75 39 21 90 BRAKE57.1TRANSPORT CS1-3 HANGING -6.5 15 27.5 392190 BRAKE 5 7.1QUEUECS1-4 FLOOR 0 0 3.5 39 12 90VFD 2 3.1QUEUECS1-5 FLOOR 0 0 3.5 391290VFD23.1045PTCS1-6 FLOOR 0 0 4.8 39 12 90VFD 2 3.1MERGECS1-7 FLOOR 0 0539 12 120 VFD 3 4.2TRANSPORT CS2-1 FLOOR 0 0 4.3 39 0 90STD23.1FIRE DOOR CS2-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORT CS2-2 HANGING 7 9 33.75 392190 BRAKE 34.2TRANSPORT CS2-3 HANGING 0 9 45.25 39 21 90STD 5 7.1090PTCS2-4 HANGING 0 9 8.8 39 21 90STD 2 3.1TRANSPORT CS2-5 HANGING 0 9 51 392190STD 5 7.1TRANSPORT CS2-6 HANGING 6 7.9 10.3 39 21 90 BRAKE 2 3.1TRANSPORT CS2-7 HANGING 0 7.9 40.9 392190STD 34.2TRANSPORT CS2-8 HANGING 15 7.9 22.1 39 21 90 BRAKE 3 4.2TRANSPORT CS2-9 FLOOR 0 2.7 14.2 39 21 90STD 2 3.1QUEUECS2-10 FLOOR 0 2.7 3.5 391290VFD23.1QUEUECS2-11 FLOOR 0 2.7 3.5 39 12 90VFD 2 3.1090PTCS2-12 FLOOR 02.78.8 391290 BRAKE23.1QUEUESS4-02 FLOOR 0 2.7 3.5 39 12 90VFD 2 3.1TICKET COUNTER TC1-1 FLOOR 0 0 34.75 39 0 90STD 3 4.2TICKET COUNTER TC1-2 FLOOR 0 02739 0 90STD23.1TICKET COUNTER TC1-3 FLOOR 0 0 24 39 0 90STD 2 3.1FIRE DOOR TC1-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORT TC1-4 FLOOR 0 0 18.3 39 12 90STD 2 3.1TRANSPORT TC1-5 FLOOR 0.5 5.2 6 39 12 90 BRAKE 2 3.1045PTTC1-6 FLOOR 13 1 4.8 391290 BRAKE23.1QUEUETC1-7 FLOOR 0 0 5.1 39 12 90VFD 2 3.1BALL TABLESS1-1 FLOOR 0 0 3.25 39 0 90N/A0N/AROLLERSS1-2 FLOOR 0 0 2.6 39 0 90N/A0N/AEDSEDS1 FLOORN/A N/A N/A N/A N/A N/A N/A0N/AROLLEROSR1-1 FLOOR 0 0 5.8 39 0 90N/A0N/AROLLERSS2-1 FLOOR 0 0 8.9 39 0 90N/A0N/ABALL TABLESS2-2 FLOOR 0 0 3.25 39 0 90N/A0N/AEDSEDS2-XL FLOORN/A N/A N/A N/A N/A N/A N/A0N/AROLLEROSR2-1 FLOOR 0 0 8.1 39 0 90N/A0N/ABALL TABLE OSR2-2 FLOOR 0 0 3.25 39 0 90N/A0N/AROLLEROSR2-3 FLOOR 0 0 8.1 39 0 90N/A0N/ATRANSPORTCL1-1 FLOOR 0 0 10.5 39 0 90STD23.1TRANSPORTCL1-2 FLOOR 4 18 13 39 12 120 STD 5 7.1090SPTCL1-3 HANGING1.510.5 8.8 39 21 120 BRAKE 2 3.1TRANSPORT CL1-4 HANGING 0 0 19.5 3912120 STD23.1090PTCL1-5 HANGING 0 0 8.8 39 21 120 STD 2 3.1TRANSPORT CL1-6 HANGING 0 0 17.5 3912120 STD23.1090SPTCL1-7 HANGING 2.5 17 8.8 39 21 90 BRAKE 2 3.1INCLINED PLATE MU1-1 FLOOR 0 0 18490SS/VFD7.5 10.3INCLINED PLATE MU1-2 FLOOR90SS/VFD7.5 10.3LOAD/UNLOADIB6-1 FLOOR 0 0 45.1 39 0 90STD 34.2090PTIB6-2 FLOOR 0 0 8.8 39 21 90STD 2 3.1TRANSPORTIB6-3 HANGING 18 9 46.1 39 21 90 BRAKE57.1FIRE DOORIB6-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORTIB6-4 HANGING 18 18 36.9 39 12 90 BRAKE 5 7.1090PTIB6-5 FLOOR 0 0 9 392190STD23.1INCLINED PLATE CD6-1 FLOOR 0 0 11990SS/VFD5 7.1INCLINED PLATE CD6-2 FLOOR90SS/VFD57.1LOAD/UNLOADIB7-1 FLOOR 0 0 46.7 39 0 90STD 3 4.2090PTIB7-2 FLOOR 0 0 8.8 39 21 90STD 2 3.1TRANSPORTIB7-3 HANGING 18 9 46.1 392190 BRAKE 5 7.1FIRE DOORIB7-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORTIB7-4 HANGING 18 9 36.9 39 12 90 BRAKE 3 4.2090PTIB7-5 FLOOR 0 0 9 392190STD23.1INCLINED PLATE CD7-1 FLOOR 0 0 11990SS/VFD5 7.1INCLINED PLATE CD7-2 FLOOR90SS/VFD5 7.1LOAD/UNLOADIB8-1 FLOOR 0 0 44.8 39 0 90STD 3 4.2090PTIB8-2 FLOOR 0 0 8.8 39 21 90STD 2 3.1TRANSPORTIB8-3 HANGING 8 9 46.1 392190 BRAKE 5 7.1FIRE DOORIB8-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5TRANSPORTIB8-4 HANGING 18 9 36.9 391290 BRAKE 34.2090PTIB8-5 FLOOR 0 0 9 39 21 90STD 2 3.1INCLINED PLATE CD8-1 FLOOR 0 0 11990SS/VFD57.1INCLINED PLATE CD8-2 FLOOR90SS/VFD5 7.1CATWALKCS2 HANGING41.7CATWALKIB6/7/8HANGING127BAG SLIDEBS6/7FLOORFIRE DOORBS6/7-FDHANGINGN/A N/A N/A N/A N/A N/A N/A0.5 1.5BAG SLIDEBS8 FLOORFIRE DOOR BS8-FD HANGINGN/A N/A N/A N/A N/A N/A N/A0.51.5TYPEUNIT NO. SUPPORTINC/DCL(deg) > sȴ(ft)LENGTH(ft)BG (in) SG (in)SPEED(ft/min)CONTROLHP FLATYPEUNIT NO. SUPPORTINC/DCL(deg) > sȴ(ft)LENGTH(ft)BG (in) SG (in)SPEED(ft/min)CONTROLHP FLAETD EXT TABLE EDS1ETD EXT TABLE EDS1ETD EXT TABLE EDS2ETD EXT TABLE EDS2OS TABLEOSMCPTC1MCPCS1MCPCS2MCPIB6/CD6MCPIB7/CD7MCPIB8/CD8TYPEUNIT NO. SUPPORTINC/DCL(deg) > sȴ(ft)LENGTH(ft)BG (in) SG (in)SPEED(ft/min)CONTROLHP FLADEMOTC3 FLOOR154DEMOMU3 FLOOR160DEMOMCPDEMOTC4 FLOOR167DEMOMU4 FLOOR160DEMOMCPTYPEUNIT NO. SUPPORTINC/DCL(deg) > sȴ(ft)LENGTH(ft)BG (in) SG (in)SPEED(ft/min)CONTROLHP FLAOUTBOUND MOTOR LISTINBOUND MOTOR LISTSCREENING EQUIPMENT AND MCPsITEMS TO BE DEMOLISHEDCONFORMED SET285
B1.1.00Sheet 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- FINAL SYSTEM LAYOUT- BHS ALPHA 1PLAN- FINAL SYSTEM LAYOUT- BHSALPHA 1TC1CS2CS1OSR2OSR1MU1SS1EDS2EDS1SS2CL1MCP/TC1MCP/CS1MCP/CS2EXISTING EQUIPMENT TIED INTOPHASE 2CONFORMED SET286
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 32757B1.1.0101B4.1.011BBBBBBBBB01B4.1.011BBBBBBBBBB0101B4.1.01BB1BBBBBBBB02B4.1.011BBBBBBBBBBB02B4.1.011BBBBBBBBBBB401.01B4.11B1B03B4.1.01B4.1.01PHASE 2CONFORMED SET287
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 3275701B4.1.02B4.1.0204B4.1.02B4.1.0203B4.1.02B2BBBBBBBB02B4.1.02B4.1.02B1.1.02PHASE 2CONFORMED SET288
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 32757N05B4.1.022B4.1.0222222222202B4.1.03B..304B4.1.03B33333333303B4.1.03B333333333301B4.1.03B..3B1.1.03PHASE 2CONFORMED SET289
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 32757N05B1.1.04B1.1.04B1.1.04PHASE 2CONFORMED SET290
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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 32757NB1.1.07PLAN VIEW- OVERSIZED BAG FLOWSCALE: 1/8= 1'-0"NOTES:1) OVERSIZED BAG DROP AREAS ARE TO BE 3'-4" X 8'-0"HATCHED WITH YELLOW PAINTED STRIPES.2) BOLLARDS ARE TO BE PLACED AROUND THEOVERSIZED BAG DROP AREA BY CONTRACTOR.3) OVERSIZED BAG DROP AREAS ARE TO BE OFFSET 1'FROM THE BUILDING.DETAIL AOUT OF GAUGE BAG FLOWOperational notes regarding OG and OOG items:1. Oversize (OS) Process - Oversize bag are thoseLWHPVFODVVLILHGDV³QRQFRQYH\DEOH´PHDQLQJLWwill not (does not physically fall within theparameters of the allowable size and/or weight forthe conveyor) or should not (live animals, fragileitems, etc.) go on the conveyor for transportation.7KHVHLWHPVZLOOEHGHHPHG26E\WKHWLFNHWLQJagents and will be transported from the ticketingarea to the designated TSA screening area forprocessing. It will be left for the TSA to screen vialocal protocol and then will be delivered to thestaging area for pickup by an agent of theairline(s) and transferred to baggage makeup forflight disposition.2. Out-of-Gauge (OOG) - Out-of-gauge items arethose items that are conveyable but are too largeto fit within the opening of the EDS screeningPDFKLQH7KHVHLWHPVZLOOEHLGHQWLILHGE\WKHTSA prior to introduction to the EDS and will betransported to an adjacent stainless steel table forSURFHVVLQJYLDORFDO76$SURWRFRO2QFHFOHDUHGWKHLWHPZLOOIROORZWKH³QRUPDO´SDWKIRUtransference to make-up as an in-gauge screeneditem.PHASE 2CONFORMED SET291
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- PHASING LAYOUT- BHS ALPHA 1SCALE: AS NOTEDPLAN- PHASING LAYOUT- BHS ALPHA 1TC1CS2CS1OSR2CL1OSR1MU1SS1SS2EDS2-XLEDS1BALL TABLE INSTALLED IN CONTRACT 1IS TO BE REMOVED FOR PLACEMENT OFTHE NEW QUEUE CONVEYORSHOWN WITH THE NEWQUEUE CONVEYOR INSTALLEDSHOWN WITH THEEXISTING BALL TABLECTX80DR RELOCATEDFROM INTERNATIONAL AREASN 040139CTX80DR RELOCATEDFROM INTERNATIONAL AREASN 040140B2.1.01OS1Phase 1 Install TC, CS and screening equipment1. After the new building construction is complete, be sure there isadequate space for all new baggage handling equipment.2. Install TC1 and CS1 along with any Install any catwalks, ladders andadditional components pertaining to the conveyors. Install anyelectrical components related to the conveyors.3. Install CS2 along with any catwalks, ladders and additionalcomponents pertaining to the conveyors. Install any electricalcomponents related to the conveyors.4. Demo the existing ball table and replace with a smooth belt queueconveyor. Tie in CS2 to the new queue as shown in the detaileddrawings.5. Install the roller conveyors and baggage inspection tables.6. The EDS machines shall be relocated by the TSA personnel. The(CT80DR SN 040140) shall be relocated from the international areaand installed on the main line. The (CT80DR-XL SN 040139) shall berelocated from the international area and installed on the secondaryline.7. Install the CS conveyors and make-up unit. After completion of theMake-up unit install the CS component to attach to the unit. Installany catwalks, ladders and additional components pertaining to theconveyors. Install any electrical components related to theconveyors.8. Perform all required testing per specifications. (Static, Dynamic,Functional and Load testing)PHASE 2CONFORMED SET292
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- PHASE 2 DEMO EXISTING INTERNATIONALSCALE: AS NOTEDPLAN- PHASE 2 DEMOEXISTING INTERNATIONALB2.1.02TC4TC3MU4MU3CTX80DR SN 040141 TO BE RELOCATEDTO THE CBIS AREAS IN DEPARTURES.CTX80DR SN 040140 TO BE RELOCATEDTO THE CBIS AREAS IN DEPARTURES. Phase 2 Demo TC3, TC4, MU3 & MU41. Remove existing TC3 & TC4 conveyor lines. Any electrical components and allrelated peripherals are to be removed by BHS contractor.2. Remove any screening machines and equipment pertaining to the devices.Any electrical components and all related peripherals are to be removed byTSA personnel. (CTX80DR SN 040141) & (CTX80DR SN 040140) are to bere-used in the new CBIS area of departures.3. Remove the existing MU3, MU4 and all peripherals to the devices. Anyelectrical components and all related peripherals are to be removed by BHScontractor.PHASE 2CONFORMED SET293
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 32757N B3.1.00KEY NOTES: REMOVE TABLES AND ROLLER CONVEYORS FOR EDSREMOVAL OR REPLACEMENT. BE SURE TO DISCONNECT ALL POWER SOURCE OFEQUIPMENT AND EDS MACHINES BEFORE REMOVAL. DO NOT MOUNT ELECTRICAL TO COMPONENTS THATMAY NEED TO BE REMOVED FOR EDS REMOVAL.PHASE 2CONFORMED SET294
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 32757NB3.1.01TABLE TOPS ARE TO BE FULLY RETRACTEDBEFORE PASSING THROUGH.TABLE TOPS ARE TO BE FULLY RETRACTEDBEFORE PASSING THROUGH.PHASE 2CONFORMED SET295
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 32757B4.1.0101B1.1.01B1.1.0102B1.1.01B1.1.0104B1.1.01B1.1.0103B1.1.01B..1PHASE 2CONFORMED SET296
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 32757B4.1.0202B1.1.02B1.1.02012B1.1.022B2B03B1.1.02B1.1.0204B1.1.02B1.1.0205B1.1.03B1.1.03PHASE 2CONFORMED SET297
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 3275701B1.1.03B1.1.0302B1.1.03B1.1.0303B1.1.03B1.1.0304B1.1.03B1.1.0305B1.1.04B1.1.04B4.1.03PHASE 2CONFORMED SET298
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 32757B4.1.0401B1.1.06B1.1.0602B1.1.06B1.1.0603B1.1.06B1.1.0604B1.1.06B1.1.06CONFORMED SET299
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
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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.03040506CONFORMED SET300
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- CS1, CS2 AND TC1AREA CONTROL DEVICESSCALE: 1/8= 1'-0"B5.1.01PHASE 2CONFORMED SET301
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- TC1 AND CS2AREA CONTROL DEVICESSCALE: 1/8= 1'-0"B5.1.02PHASE 2CONFORMED SET302
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 32757N
PLAN VIEW- CBIS AREACONTROL DEVICESSCALE: 1/8= 1'-0"B5.1.03PHASE 2CONFORMED SET303
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 32757N
PLAN VIEW- MAKE UPAREA CONTROL DEVICESSCALE: 1/8= 1'-0"B5.1.04PHASE 2CONFORMED SET304
SEE CONVEYORANCHORING DETAILSEE FLOOR ANCHORINGDETAILTYPICAL CONVEYORFLOOR SUPPORTPROVIDE SUPPORT CROSS MEMBERSAS REQUIRED FOR VARIOUS HEIGHTSBHS SUPPORT ATTACHMENT1. CONNECT THE CONVEYORS TO NEW STEEL FRAME AREAS BY MEANS OFBEAMCLAMPS SIZED FOR THE BOTTOM FLANGE OF THE BEAM USE A 5/8" DIA. RODBEAM CLAMP.2. CONNECTING TO THE EXISTING CONCRETE STRUCTURE USING EITHER AHILTI"KWIK BOLT" OR RAWLING "RAWL-STUD" AS FOLLOWS:x1000 LBS LOAD - USE 3/8" DIA. (MIN.) WITH 2 1/2" (MIN.) EMBEDMENTx1500 LBS LOAD - USE 1/2" DIA. (MIN.) WITH 3 1/2" (MIN.) EMBEDMENTx2000 LBS LOAD - USE 5/8" DIA. (MIN.) WITH 4" (MIN.) EMBEDMENTALL WITH A MIN. SPACING OF 12"VERTICAL SUPPORT CHANNEL 1 PERSIDE AT 10'-0" MAX. O/C (5'-0" O/C ATLOAD/UNLOAD BELTS).BOTTOM FLANGEOF CONVEYORSUPPORT BRACKET10 GA. HRS MINIMUM3/8"-16 MINIMUM,WHIZ BOLT (TYPICAL OF 4)3/8"-16 MINIMUM,WHIZ NUT (TYPICAL OF 4)VERTICAL RISER 10 GA. HRS3/8"-16 MINIMUM,WHIZ NUT3/8"-16 MINIMUM,WHIZ BOLT3/8"-16 NUT & WASHERAS SUPPLIED BY ANCHOR MFG.2 1/4" EMBEDMENT MINIMUMSUPPORT BRACKET10 GA. HRS3/8" DIA.x3 3/4" LONG, RED HEAD"TRUBOLT" OR EQUAL, 2 PERSUPPORT LEG MINIMUM3"x3"x1/4" THK WASHER3/4" FLAT WASHER, LOCKWASHER AND 3/4"-10 NUT2"x2"x1/8" THK WASHER3/4" FLAT WASHER, AND(2) 3/4"-10 NUT3/4"-10 THREADED ROD INCONFORMANCE W/ASTM A575AND A576MIN. (_) FULL THREADS EXPOSEDAFTER 3/4" NUTS ARE TIGHTENEDW/PROTECTIVE CAP ON THREADSC4x5.4 C-CHANNELBACK TO BACK SUPPORTBUILDING STEEL OR INTERMEDIATEHEADER STEEL (IF REQ'D) PROVIDEDBY THE BHS CONTRACTORUNISTRUT OR EQUAL SUPPORTCHANNEL SUPPLIED BY THE BHS CONTRACTORUNISTRUT OR EQUAL BEAM CLAMPASSEMBLYSUPPLIED BY THE BHS CONTRACTORMASON INDUSTRIES VIBRATIONISOLATOR OR EQUAL 0,1 9(57,&$/683325752'SUPPLIED BY THE BHS CONTRACTORC4x5.4 MIN. BACKTO BACK SUPPORTC-CHANNELS SUPPLIEDBY THE BHS CONTRACTOR 0,1 9(57,&$/683325752'SUPPLIED BY THE BHS CONTRACTORMASON INDUSTRIES VIBRATIONISOLATOR OR EQUALEND VIEWSIDE VIEW 0,1 $//7+5($'52'6833/,('BY THE BHS CONTRACTORSWAY BRACE CLIP4"x3"x1/4"x4" (MIN.) LG3/4" FLAT WASHER3/4" LOCK WASHER3/4" NUT3/4" JAMB NUT 0,1 6&+PIPE SUPPORT SILL 0,1 6&+PIPE SUPPORT SILL 0,1 $//7+5($'ROD SUPPLIED BY THEBHS CONTRACTOR3"x3"x1/4" ANGLE(MIN.) SUPPORT SILL3"x3"x1/4" ANGLE(MIN.) SUPPORT SILL3/4" FLAT WASHER3/4" LOCK WASHER3/4" NUT3/4" JAMB NUT3/4" NUT3/4" FLAT WASHER3"x3"x1/4" ANGLE (MIN.)SUPPORT SILL3/4" LOCK WASHER3/4" JAM NUT3/4" NUT3/4" LARGE FLAT WASHERAND (2) 3/4"-10 NUTS TYPABOVE AND BELOW SILL3/4"-10 THREADED ROD INCONFORMANCE W/ASTM A575AND A576L 3"x3"x1/4" MIN.SUPPORT SILLMIN. (3) FULL THREADS EXPOSED AFTER 3/4" NUTS ARETIGHTENED. THREADER ROD SHOULD NOT EXTENDBELOW THE BOTTOM OF THE SUPPORT ANGLE.(2) 3/4" LARGE FLAT WASHERSAND (2) 3/4"-10 NUTS(2) 3/4" LARGE FLATWASHER AND (2)3/4"-10 NUTS2" I.D. SCHEDULE40 PIPE (MINIMUM)3/8"-16 U-BOLT(2) 3/8"-16 WHIZ NUTS3/4"-10 ALLTHREAD3/4" LOCK WASHER3/4"-10 HEX NUT (3)3/4" FLAT WASHER (2)4" X 4" X 3/8" ANGLE (1)HILTI ADHESIVE ANCHOR 1/2 DIA. x 4" LG MIN. EMBEDINSTALL IN TOP 1/3 OF EXISTING BEAM3/4"-10 THREADED ROD, IN CONFORMANCE/ASTM A575 AND A576C4x5.4 C-CHANNELBACK TO BACK SUPPORT3"x3"x1/4" THK WASHER3/4" FLAT WASHER, LOCKWASHER AND 3/4"-10 NUTMIN. (_) FULL THREADS EXPOSED AFTER 3/4"NUTS ARE TIGHTENED W/PROTECTIVE CAP ON THREADSC4x5.4 C-CHANNELBACK TO BACK SUPPORT9382471TYPICAL FLOORSUPPORT DETAILTYPICAL SUPPORTCONVEYOR ANCHORING DETAILTYPICAL FLOOR SUPPORTANCHORING DETAIL56TYPICAL BACK TO BACKSUPPORT MOUNTING DETAILCEILING HANGING ATTACHMENTSTYPICAL HORIZONTALCONVEYOR HANGERTYPICAL INCLINE/DECLINECONVEYOR HANGERCEILING HANGINGATTACHMENTSTYPICAL FOR DROPSGREATER THAN 12 FEETSheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:xFloridaxPuerto RicoxConnecticutxMarylandxTexasA Full ServiceA & E FirmJSM & Associates730 East 5th AvenueMt. Dora, Florida 32757GENERAL DETAIL DRAWING (TYPICAL HANGING)B6.1.00CONFORMED SET305
5" SCH. 80 (MIN.) STEELPIPE POSTSTEEL GUSSETCONTINUOUS FILLET WELDGROUND SMOOTHBASE PLATESHIM AND FILL WITH QUICKRETE NON-SHRINKGROUT OR EQUAL FOR LEVELING PURPOSESAS REQUIRED.4" O.D. x 3/8" (MIN.) STEEL TUBERAIL4" SCH. 80 (MIN.) STEEL PIPE WELDED TO HORIZONTALCROSS MEMBER ONLYNOTE: 8'-0" O.C. MAX. (TYP.) AND4" SCH. 80 (MIN.)STEEL PIPE RAILCONTINUOUS BUTT WELDSGROUND SMOOTH (TYP)INTERNAL SPLICECONNECTOR PLATES (TYP)4" SCH. 80 (MIN.) STEEL PIPEOUTER SLEEVE WELDED TOHORIZONTAL CROSS MEMBERSONLY5" SCH. 80 (MIN.) STEELPIPE POSTMIN. (4) 3/4" DIA. x 7"ADHESIVE TYPE BOLTSWITH EPCON ADHESIVEOR EQUAL AT EACH BASEPLATE (TYP. OF 4)1"CONTINUOUS FILLET WELDGROUND SMOOTHBASE PLATESHIM AND FILL WITHNON-SHRINK GROUT ASREQUIRED87361457<3,&$/,1&/,1(75$16)(5!27<3,&$/'(&/,1(75$16)(5!TYPICAL FLARED SIDE GUARD DETAIL (TOP VIEW)SECURITY DOOR. REFERENCE ARCHITECTURALDRAWINGS FOR EXACT LOCATION OF DOORS.TYPICAL PHOTO EYE DETAILUNISTRUT P-1000 X10"LG. WELDED TO SIDEGUARDTYPICAL DRAFT CURTAIN DETAILTYPICAL GUARD RAILING FLOOR MOUNT DETAILCONVEYORS AT TICKET COUNTERALL CONVEYOR IN PUBLIC VIEW SHALL BECLAD IN 10 GAUGE TYPE 304 STAINLESS STEEL,#4 BRUSH FINISHSheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:xFloridaxPuerto RicoxConnecticutxMarylandxTexasA Full ServiceA & E FirmJSM & Associates730 East 5th AvenueMt. Dora, Florida 32757GENERAL DETAIL DRAWING (TYPICAL CONVEYOR)TYPICAL GUARD RAILING DETAILCOORDINATE HEIGHT OF SIDE GUARDWITH GENERAL CONTRACTOR.B6.1.01CONFORMED SET306
BAGGAGE CONVEYOR LOADS:1.THE CONVEYOR ATTACHMENT METHODS REPRESENTED ON THESE DRAWINGS ARE FOR REFERENCE ONLY. THE BAGGAGE HANDLINGSYSTEM CONTRACTOR IS REQUIRED TO SUBMIT CONVEYOR ATTACHMENT DETAILS INCLUDING LOADING CALCULATIONS BY AREGISTERED PROFESSIONAL ENGINEER TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.2. ALL STRUCTURAL DESIGNS AND ATTACHMENTS SHALL COMPLY WITH ALL STATE, LOCAL AND NATIONAL GOVERNING CODES ANDREGULATIONS. ALL CONVEYOR EQUIPMENT SHALL BE CAPABLE OF SUPPORTING A SINGLE CONCENTRATED LOAD OF 250 LBS.3. THE CONTRACTOR SHALL INCLUDE VIBRATION ISOLATORS AS PART OF THE BASE BID. THE CONTRACTOR SHALL IDENTIFY A UNIT COSTTO ADD INDIVIDUAL VIBRATION ISOLATORS TO SELECTED CONVEYORS DURING THE ENGINEERING PHASE. THE LIVE LOAD TO BEUTILIZED FOR SIZING DRIVES, BELTS, BEARINGS, ETC., SHALL BE 60 LBS/LIN. FT. FOR LOAD-ACCUMULATING, INDEXING AND RUN-OUTCONVEYORS, 40 LBS/LIN FT. AT A CONVEYOR SPEED OF 90 FPM ADJUSTED PROPORTIONAL TO SPEED OF ALL OTHER CONVEYORS WITHRESPECT TO FLOW RATE. NO VIBRATION ISOLATORS ON MERGES.BHS SUPPORT ATTACHMENT:1. WHEN CONNECTING TO BUILDING STEEL, USE BEAM CLAMPS SIZED FOR THE BOTTOM FLANGE OF THE BEAM. USE A (MIN.) 3/4" DIA.THREADED ROD FOR HANGING SUPPORT.2. WHEN CONNECTING TO THE CONCRETE STRUCTURE, USE EITHER A HILTI "KWIK BOLT" OR RAWLING "RAWL-STUD" IN SHEAR FOLLOWS:1000 LBS LOAD, USE MIN. 3/8" DIA. WITH 2-1/2" EMBEDMENT (MIN); 1500 LBS LOAD, USE MIN. 1/2" DIA. WITH 3-1/2" EMBEDMENT (MIN); 2000LBS LOAD USE MIN. 5/8" DIA. WITH 4" EMBEDMENT (MIN). SPACING 4" WITH 8" EDGE DISTANCE. USE ONLY THE TOP 1/3 SECTION WHENATTACHING TO ANY OF THE CONCRETE STRUCTURES.MAINTENANCE PLATFORM GENERAL NOTES:1. THE MAINTENANCE PLATFORMS AND WALKWAYS THAT ARE SHOWN ON THESE DRAWINGS ARE INTENDED FOR REFERENCE AS TYPICALEXAMPLES OF WHERE PLATFORMS AND WALKWAYS ARE TO BE PROVIDED AND THE APPROXIMATE CONFIGURATION.2. PROVIDE AND INSTALL MAINTENANCE PLATFORMS FOR MAINTENANCE PERSONNEL ACCESS TO THE ENTIRE BAGGAGE HANDLINGSYSTEM AT ALL MAINTENANCE POINTS AND POTENTIAL BAGGAGE JAM LOCATIONS. PROVIDE AND INSTALL LADDERS TO ALLOW ACCESSTO ALL PLATFORMS.3. SYSTEM MAINTENANCE AND POTENTIAL BAG JAM LOCATIONS INCLUDE BUT ARE NOT LIMITED TO:a. MOTOR/DRIVE LOCATIONSb. BAG DIMENSION DEVICESc. TAG READER ARRAYSd. ENTRANCE, EXIT AND DRIVE LOCATIONS ON POWER TURNS4. SEE SPECIFICATIONS FOR MAINTENANCE PLATFORMS AND WALKWAYS REQUIREMENTS AND CRITERIA.LOADING DIAGRAM NOTES:1. FOR DESIGN PURPOSES, THE FOLLOWING LOADS WERE SUPPLIED TO THE STRUCTURAL ENGINEER, FOR USE IN DETERMINING THELOADS (STATIC AND DYNAMIC COMBINES) GENERATED BY THE CONVEYOR EQUIPMENT. DURING THE BIDDING PERIOD, PROVIDE ANDIDENTIFY ANY CONVEYOR EQUIPMENT LOADING REQUIREMENTS MORE STRINGENT THAN WHAT IS SHOWN IN THESE DOCUMENTS THATMAY AFFECT EQUIPMENT CONNECTIONS TO THE BUILDING STRUCTURE.STANDARD CONVEYOR BED SECTION100 LBS/LIN. FT.OS CONVEYOR BED SECTION AND MERGES150 LBS/LIN. FT.CONVEYOR DRIVE1000 LBS EA.MINI CONVEYOR DRIVE850 LBS EA.32:(57851925 LBS EA.32:(57851 1300 LBS EA.32:(578512500 LBS EA.PLATFORM 65 LBS/SQ FT.MAKE-UP DEVICE200 LBS/LIN. FT.2. THE CONVEYOR SUPPORT POINT LOADING PLACEMENT AND CONFIGURATION SHOWN IS REPRESENTATIVE OF ONE POSSIBLECONFIGURATION. THIS DIAGRAMMATIC VIEW IS PROVIDED FOR USE BY THE STRUCTURAL ENGINEER IN DETERMINING ALL LOADSIMPOSED BY THE NEW BAGGAGE EQUIPMENT AND ASSOCIATED SERVICES. OTHER CONFIGURATIONS MAY BE PROVIDED.3. PROVISION OF THE BAGGAGE EQUIPMENT CONTRACTOR SHALL PROVIDE SPECIFIC DETAIL SUPPORT DESIGN FOR ALL BUILDINGSTRUCTURE CONNECTIONS AND ALL VERTICAL SUPPORT MEMBER CONNECTIONS TO FLOOR SLAB AND BUILDING STRUCTURE.4. THE FINAL STRUCTURAL SUPPORT DESIGN SOLUTION IS THE RESPONSIBILITY OF THE BAGGAGE EQUIPMENT CONTRACTOR AND SHALLBE COORDINATED WITH AND APPROVED BY THE BHS CONTRACTOR'S PROFESSIONAL PROJECT ENGINEER.5. THE BAGGAGE EQUIPMENT SUPPLIER IS RESPONSIBLE FOR THE DESIGN AND STRUCTURAL INTEGRITY OF ALL BOLTS, HANGERS,SUPPORT MEMBERS, ETC., AND SHALL PROVIDE ALL NECESSARY MATERIALS REQUIRED FOR INSTALLATION.SYMBOLDESCRIPTIONCEILING-SUPPORTED CONVEYOR SILL ASSEMBLY (TYP. +7'-6" AND ABOVE)FLOOR-SUPPORTED CONVEYOR PEDESTAL ASSEMBLY (TYP. +7'-6" AND BELOW)CONCENTRATED POINT LOAD (AT SUPPORT LOCATIONS)DETAIL PLAN - POWER TURNSSTANDARD SUPPORTSCALE: N.T.S.DETAIL PLAN - SUPPORT LOADFOR CONVEYOR MERGESCALE: N.T.S.DETAIL PLAN - SINGLE LEVEL CONVEYORSUPPORT WITH PLATFORMSCALE: N.T.S.DETAIL PLAN - SINGLE LEVEL CONVEYOR SUPPORTSCALE: N.T.S.DETAIL PLAN - POWER TURNSTANDARD SUPPORTSCALE: N.T.S.DETAIL PLAN - HIGH SPEED DIVERTER WITH7$.($:$<&219(<25SCALE: N.T.S.Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
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REVISIONS
# DATE DESCRIPTION BY JSM & Associates730 East 5th AvenueMt. Dora, Florida 32757GENERAL DETAIL DRAWING
(POINT LOADS)B6.1.02CONFORMED SET307
COOKSON G
ICHAIN LOCKFINISHED FLOORFASCIACHASE23"14"71
2
5 1/2"
13"INSIDEEMERG.HANDCHAIN* 5'-0" CLEAR OPEN HT
7'-6-1/2" TOTAL HEIGHT OF DOOR
BOTTOM BAR LOCKOUTSIDEOPERATIONINSIDENO LOCKINGCYLINDERSLIDE BOLTTYPE 5'-0" JAMBOPENING WIDTH (TYP)FINISHED FLOORHOODMATL: 24GA GALVFIRE/SECURITY DOOR - SIDE VIEWSCALE: N.T.S.FIRE/SECURITY DOOR - FRONT VIEWSCALE: N.T.S.SECTION VIEW - FOR SECURITY DOORSCALE: N.T.S.TICKET COUNTERTHROUGH WALLLENGTH VARIES2" GAP IN SIDE GUARDS TO ALLOW DOORTO CLOSE DOWN ON TOP OF BELT.(SIDE GUARDS NOT SHOWN FOR CLARITY)EXISTING OPENINGNEW FIRE/SECURITY DOOR.REFERENCE ARCHITECTURALDRAWINGS FOR EXACTLOCATION OF DOORS.SENSING EDGE2"SLAT: #5 - 22GAMAT'L: S.S.FINISH: S.S.BOTTOM BAR DETAILMAT'L: STEEL2 1/4"5/8"GUIDE DETAIL - SIDE VIEWSCALE: N.T.S.NOTES:1. APPROX. WT. OF DOOR VARIES BY MANUFACTURER.2. PROVIDE ADEQUATE CLEARANCE FOR WIRING MOTOR.3. ELECTRICAL INFORMATION:VOLTAGE: 480 PHASE: 3CONTROLLER NEMA 1CONTROL STATION NEMA 1PUSH BUTTON SURFACE MTD KEY STATION FLUSH MTD4. PHOTO EYES ARE TO BE USED AS THE PRIMARY METHOD TOPROVIDE DOOR BLOCKAGE PROTECTION. EDGE STRIPS ARETO PROVIDE SECONDARY PROTECTION.4. DOORS INSTALLED ARE TO BE WALL MOUNTED.6. COORDINATE DOOR OPENINGS WITH GENERALCONTRACTOR/ARCHETECTUAL REQUIREMENTS. ENSURETHAT THE OPENING AND MOUNTING STRUCTURE AREAPPLICABLE FOR THE DOOR MANUFACTURER AND TYPESELECTED, AND THAT NECESSARY MAINTENANCECLEARANCES ARE MAINTAINED.GUIDE DETAIL - TOP VIEWSCALE: N.T.S.1 3/8"2 3/48" GUIDE DETAIL TYPEMAT'L: STEEL FINISH:BRONZE PRIME*SEE ELEVATION FOR ACTUAL WALL OPENINGS.GUIDE OPENING - TOP VIEWSCALE: N.T.S. 5'-0" GUIDEOPENING WIDTH (TYP)CMU WALLCONSTRUCTIONNOTE: ACTUAL DIMENSION OF DOOR HOUSING AND MOTOR MAY VARY. SEEMANUFACTURERS INFORMATION FOR DIMENSIONS AND MOUNTING INFORMATION.VERIFY WALL CONSTRUCTION.3 1/8"S.S. SLATSSheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
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REVISIONS
# DATE DESCRIPTION BY JSM & Associates730 East 5th AvenueMt. Dora, Florida 32757NOTE: SHOWN WITH SECURITY DOOR OPTION. DOORS BOTTOMS MAYBE TO THE FLOOR AS CONVEYORS WILL NEED TO BE 2" APARTBETWEEN COMPONENTS.WITH SECURITY DOOR APPLICATION, SIDE GUARDS WILL NEED TO BEMODIFIED AND WALL FILL SHALL BE INSTALLED.GENERAL DETAIL DRAWING (DOOR DETAILS)GENERAL DETAIL DRAWING
(DOOR DETAILS) 5'-0" JAMBOPENING WIDTH (TYP)FINISHED FLOORFIRE/SECURITY DOOR - BACK VIEWSCALE: N.T.S.S.S. SLATSNOTE: SHOWN WITH DOOR THAT CLOSES TO THE FLOOR.SOME APPLICATIONS REQUIRE THE DOOR TO CLOSE ONTOP OF THE CONVEYOR BELT.S.S. DOOR BUCK TO BE PROVIDED BY CONTRACTOR. DOORBUCK TRIMMING IS TO BE WRAPPED AROUND THE WIDTHOF THE WALL.B6.1.033"S.S.3"S.S.1 1/2 HOUR W.H.LABELED FIRE DOORWHERE APPLICABLE3"S.S.3"S.S.1 1/2 HOUR W.H.LABELED FIRE DOORWHERE APPLICABLEDRAFT CURTAIN ANDMOUNTING ASSEMBLYCONFORMED SET308
GENERAL NOTES:1. ALL STRUCTURAL SHAPES AND PLATE (I, C, TS, L, BAR, ETC.) TO HAVE EQUAL STRENGTH OR BETTER THAN A36MATERIAL.$//7+5($'('52'72+$9((48$/675(1*7+25%(77(57+$1$0$7(5,$/3. ALL BOLTS TO BE EQUAL TO GRADE 5 OR STRONGER, UNLESS OTHERWISE NOTED (UON).4. ALL WELDS TO BE CLEANED TO SSPC-SP1, SP2 AND PAINTED MIN. OF 2MILS FINISH.5. ALL WELDS TO BE DONE WITH E70XX ELECTRODES OR AWS RECOGNIZED EQUAL STRENGTH.6. ALL ANCHORS MUST BE INSTALLED ACCORDING TO MANUFACTURER'S PROCEDURES. PROVIDE ANCHORS PER JOBSPECIFICATION 14540. NO SUBSTITUTIONS ALLOWED FOR ANCHOR BOLTS7. ALL STRUCTURAL SUPPORTS SHALL BE DESIGNED BY A LICENSED PE AND APPROVED BY THE AIRPORT ENGINEERPRIOR TO INSTALLATION.8. ALL CONNECTIONS TO THE EXISTING STRUCTURE SHALL BE PROVIDED WITH SOUND AND VIBRATION ISOLATION.9. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.3 X 3 ANGLE SILL723" SCH 40 PIPE SILLATTACHMENT EXAMPLES - INCLUDING SWAY BRACESCALE: N.T.S.L
m
a
x
=
1
5
'
-
0
"LENGTH TO VARYLENGTH TO VARYNOTE:IF BEVEL WASHERS ARE NEEDED TO STRAIGHTENSWAY BRACE ANGLE OR DROP RODS. USE (2) 34"BEVELED WASHERS, GALV. ONE ON EACH SIDE OF CLIP.72SEE DETAILSEE DETAILSEE DETAILSEE DETAILSEE DETAILBOTH C6x8.2 AND C4x5.4B/B CHANNEL SILL$//7+5($'('52'$CUT TO LENGTH. LATERALSHOWN, LONGITUDINAL527$7(' Sheet No.NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONORLANDO-SANFORD INTERNATIONAL AIRPORT
SANDFORD, FLORIDA
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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.B6.1.04CONFORMED SET309
CONFORMED SET310
LADDER DETAILSheet 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
(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 FINGERSCONFORMED SET311
GENERAL DETAIL DRAWING (OUTBOUND 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(OUTBOUND CATWALK)()B7.1.01DETAIL A DETAIL C DETAIL E DETAIL D DETAIL F DETAIL ADETAIL BDETAIL EDETAIL DDETAIL FROTATED(45° CW)2'-2"6'-014"2'-2"2'-10"1'-912"4'10'-2"23'-712"2'-4"12'-812"2'-4"2'2'4'-514"912"11"11"MOTOR BUILDOUT (TYP)6'-912"DETAIL B DETAIL CNOTE: 11 X 11 SUGGESTED CUT OUT FOR MOTORMAY VARY DEPENDING ON THE MOTOR TYPE.8'-614"PHASE 2CONFORMED SET312
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 3CONFORMED SET313
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 2ORLANDO-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-HW300 MASTER SHEET LAYOUT PLAN - SITEW301 MASTER SHEET LAYOUT PLAN - PHASINGW500 PHASE 2 SIGNAGE SCHEDULESW501 PHASE 2 DEMOLITION PLANSW502 PHASE 2 TEMPORARY SIGNAGE PLAN - OUTBOUNDW503 PHASE 2 NEW SIGNAGE PLAN - OUTBOUNDJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_01.2_PHASE 2_General Notes, Standards & Keyplan - W100.dwg Jul 12, 2017 - 12:33pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W100GENERAL NOTES, STANDARDS & KEYPLANCONFORMED SET314
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 - 12:33pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W101NEW SIGN REQUIREMENTS1SCALE: 1/14" = 1'-0"MOUNTING DETAILEXIT SIGN2SCALE: 1/14" = 1'-0"MOUNTING DETAILEXIT SIGNCONFORMED SET315
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 - 12:33pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W200SIGN TYPE DETAILS - TEMPORARY SIGNAGE1SCALE: 1/8" = 1'-0"SIGN DETAILTYPICAL TEMPORARY SANDWICH BOARDCONFORMED SET316
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 - 12:33pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W201SIGN TYPE DETAILS A-C1SCALE: N.T.S.OVERHEAD DIRECTIONAL SIGNAGE DETAIL TYPE A12SCALE: N.T.S.OVERHEAD DIRECTIONAL SIGNAGE DETAIL TYPE A23SCALE: N.T.S.WALL MOUNT BLADE SIGNAGE DETAIL TYPE B4SCALE: N.T.S.WALL SIGNAGE DETAIL TYPE C5SCALE: N.T.S.WALL SIGNAGE DETAIL TYPE C.1CONFORMED SET317
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 - 12:33pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014W202SIGN TYPE DETAILS D-F1SCALE: N.T.S.LCD MONITOR DISPLAY MONUMENT SIGN DETAIL TYPE D2SCALE: N.T.S.EXTERIOR PARKING MONUMENT SIGN DETAIL TYPE E3SCALE: N.T.S.OVERHEAD EXTERIOR SIGNAGE DETAIL TYPE F4SCALE: N.T.S.SERVICE ANIMAL RELIEF AREA (SARA)OVERHEAD EXTERIOR SIGNAGE DETAIL TYPE F.1CONFORMED SET318
PARKINGDEPARTURESLANE 4LANE 3LANE 2LANE 1EQEQEQEQEQEQEQEQARRIVALSBAGGAGECLAIM 1-3DEPARTURESINTERNATIONALARRIVALSPARKINGLANE 4LANE 3LANE 2LANE 1EQEQEQEQEQEQEQEQBAGGAGECLAIM 1- 3LANE 4LANE 3LANE 2LANE 1EQEQEQEQEQEQEQEQDEPARTURESPARKINGBAGGAGECLAIM 1- 3INTERNATIONALARRIVALSLANE 4LANE 2LANE 3LANE 1EQEQEQEQEQEQEQEQDEPARTURESEXITBAGGAGECLAIM 1-2LANE 3LANE 2EQEQEQEQDEPARTURESEXIT13'-534"UPEXISTIN
G
I
T
B1-44EXISTING ELEVATOR ROOMB1-43EXISTING TICKETINGB1-10
ELEVAT
O
R
4
B1-49ELEVATOR 3B1-48 EXISTING MECHANICAL ROOMA1-05 WOMENS ROOMA1-04JANITO
R A1-03MENS R
O
O
M
A1-02FAMILY RESTROOMA1-01EXISTIN
G
I
T
A1-14EXISTIN
G
I
T
A1-15ELEVATOR 1A1-11MENS ROOMA1-17
WOMENS ROOMA1-18ELEVATOR ROOMA1-13
CORRID
O
R A1-16ALPHA
S
T
O
R
A
G
E
A1-43CORRIDORA1-11 JANITORA1-10
FAMILY RESTROOMA1-09 WOMENS ROOMA1-08MENS R
O
O
M
A1-07INBOUND BAGGAGE CLAIMA1-06
CUSTOM
S
/
F
I
R
E
P
R
O
T
E
C
T
I
O
N
A
R
E
A
COMBI
N
E
D
FP1-05
BAGGAGE CLAIM 3FP1-
0
3
KITCHENBC3-06ELEVATOR 2A1-12STORA
G
E B1-47ELEVAT
O
R
FP2-23STAIRSFP1-04
CANOPY 3B1-6013'-0"OFFICES / IT ROOMBC3-05
FAMILY RESTROOMBC3-04FAMILY RESTROOMBC3-03BC3-0
2 FIRE RISER ROOMFP-06BAGGAGE CLAIM 4BAGGAGE CLAIM 5BAGGAGE CLAIM 65W2034W2033W2032W2031W203BAGGAGECLAIM 2 & 3FISRENTALPARKINGARRIVALSPARKINGGARAGE8W203XXXXXXX9"1'-0"1'-0"6"XXXXXXX9"1'-0"10"6"6"11"8"10"1'-0"1'-0"1'-0"10"3"3'-0"Backlit Channel LettersJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_06.2_PHASE 2_Sign Type Details G_W203.dwg Jul 12, 2017 - 12:34pm 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 G1SCALE: 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 GCONFORMED SET319
UNKRESTRICTEDAREA KEEPOUTREF.UPUPDW
EXISTIN
G
E
L
E
C
T
R
I
C
A
L
B1-19 OPEN OFFICE AREAB1-18STORAGEB1-17B BREAK ROOMB1-27
CONFERENCE ROOMB1-19EXISTING MECHANICALB1-36 EXISTIN
G
W
O
M
E
N
S
R
O
O
M
B1-37EXISTI
N
G
M
E
N
S
R
O
O
M
B1-38EXISTIN
G
J
A
N
I
T
O
R
B1-42EXIST
I
N
G
I
T
B1-41EXISTING ELECTRICALB1-39
EXISTIN
G
I
T
B1-44 EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31
EXISTING FIRE RISER ROOMB1-17AEXISTING MECHANICALB1-52
EXISTING ELECTRICALB1-53EXISTING ITB1-52
RECEIV
I
N
G
A
R
E
A
B1-11EXISTING TICKETINGB1-10
ELEV
A
T
O
R
4
B1-49ELEVATOR 3B1-48
OUTBOUND BAGGAGE EXTERIORB1-61SECU
R
I
T
Y
S
C
R
E
E
N
I
N
G
B1-26SECURITY SCREENINGB1-26
FAMILY RESTROOMB1-04CORRIDORB1-09
WOME
N
S
R
O
O
M
B1-05
MENS R
O
O
M
B1-06
JANITOR / ELECTRICAL / MECHANICALB1-01EXISTING MECHANICAL ROOMA1-05WOMEN
S
R
O
O
M
A1-04JANITORA1-03
MENS ROOMA1-02FAMILY RESTROOMA1-01EXISTING ITA1-14EXISTIN
G
I
T
A1-15ELEVATOR 1A1-11MENS ROOMA1-17
WOME
N
S
R
O
O
M
A1-18ELEVATOR ROOMA1-13
EXISTING MECHANICAL ROOMA1-19
EXISTING ITA1-20
CORR
I
D
O
R
A1-16IT LABO
R
A
T
O
R
Y
A1-21IT OFF
I
C
E
2
A1-24
IT OFFICE 1A1-23
OFFICEA1-37
MECHAN
I
C
A
L
R
O
O
M
A1-33OPEN WORK AREAA1-35EXISTING OFFICEA1-47
BREAK ROOMA1-46EXISTING STORAGE ROOMA1-44 POD 1S1-01EXISTI
N
G
M
E
C
H
A
N
I
C
A
L
R
O
O
M
A1-45ALPHA STORAGEA1-43CORRID
O
R
A1-11JANIT
O
R A1-10FAMILY
R
E
S
T
R
O
O
M
A1-09WOMENS ROOMA1-08MENS
R
O
O
MA1-07
INBO
U
N
D
B
A
G
G
A
G
E
C
L
A
I
M
A1-06POD 2S1-06POD 3S1-10
RESTROOMA1-48
RESTROOMA1-49
CUSTOMS / FIRE PROTECTION AREACOMBINEDFP1-05BAGG
A
G
E
C
L
A
I
M
3
FP1-03KITCHE
N
BC3-06CANOPY
2
B1-59CANOP
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1B1-58
LOADING DOCKLD-1 COOLERLD-3RESTROOMLD-2HVAC LD-4OFFICELD-6
RESTRO
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M LD-7STORA
G
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INTER
V
I
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W
LD-10
HVACLD-11
RECEPTIONLD-8OFFICELD-18 OFFICELD-19CHIEFLD-20BREAK ROOMLD-21
CORRIDORLD-14
ARMS LD-15IT LD-16RESTROOMLD-13
SHOWERLD-12STORAG
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LD-17OFFICE B1-28OFFICEB1-20CORRIDORB1-16A
STORAGELD-9
NEW
T
I
C
K
E
T
I
N
G
A
R
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A
B1-07COVERED AREAA1-42CORRIDORS1-05CORRIDORS1-09
ELEVAT
O
R
2
A1-12FAMILY RESTROOMB1-46
STORAGEB1-47CORR
I
D
O
R
B1-51OFFICEB1-12EXISTIN
G
L
O
A
D
I
N
G
D
O
C
K
B1-13ELEVA
T
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5
B1-14BAG RUNWAYB1-03
BAGG
A
G
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N
C
L
O
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U
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B1-08ELEVAT
O
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FP2-23SCREENING EXPANSION 1ST FLOORFP1-0
1
STAIRS FP1-04OFFICEA1-36CORRIDORA1-34OFFIC
E A1-39STORAGEA1-40OFFICEA1-28
OFFIC
EA1-29
OFFICEA1-30 IT OFFICE 3A1-22
ELECTRICALS1-03 ITS1-04ITS1-08ITS1-11CORRIDORS1-09
BAGG
A
G
E
M
A
K
E
U
P
A
R
E
A
B1-02CANOP
Y
A1-41RoomB1-00 CANOPY 3B1-60OFFICEB1-22STORAGEB1-40
OFFICE A1-38OFFICEA1-27
OFFICE A1-31OFFICEA1-32OPEN WORK AREAA1-26IT ROOMA1-5013'-0"OFFICES / IT ROOMBC3-05
FAMILY
R
E
S
T
R
O
O
M
BC3-04FAMILY RESTROOMBC3-03STORAGEBC3-02STORAG
E
BC3-0
1
HVACBC3-07RESTROOM S1-07HVACS1-02
FIRE RISER ROOMFP-06MECHANICAL ROOMA1-51 FIRE RISERS1-04A
SECURITY EXITFIS-1
4
ITFIS-13EMERG
E
N
C
Y
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L
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A
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FIS-12BAGGAGE CLAIMFIS-03
SAA STORAGEFIS-11ELECT
R
I
C
A
L
R
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O
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B1-19A
FIRE R
I
S
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R
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LD-22BAGGAGE CLAIM 1BAGGAGE CLAIM 2BAGGAGE CLAIM 3BAGGAGE CLAIM 4BAGGAGE CLAIM 5BAGGAGE CLAIM 65W2034W2033W2032W2031W2038W2031W2041W406PHASE 1BAGGAGE CLAIM 1-31W4011W503PHASE 2OUTBOUND1W5012W406PHASE 1LOADING DOCK/POLICE1W606PHASE 3BAGGAGE CLAIM 4-61W6011W4021W5021W602Table
Table
Table
Table
Table
Table
Table TDC #8TDC #7TDC #6TDC #5TDC #4TDC #3TDC #2TDC #1BINSEMPTYBINSEMPTY
BINSEMPTYBINSEMPTY
BINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
L3 ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX60" DIVEST TABLE 60" DIVEST TABLEL3ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE60" DIVEST TABLEBINSEMPTY
BINSEMPTY
BINSEMPTY
BINSEMPTY AT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
L3 ENTEREXIT
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX 60" DIVEST TABLE 60" DIVEST TABLE
BINSEMPTYBINSEMPTYBINSEMPTYBINSEMPTYAT26040 aTiX
60" DIVEST TABLE60" DIVEST TABLEL3ENTEREXIT
TDC/CAT
TDC/CAT
TDC/CATTDC/CAT
TDC/CAT
TDC/CAT
TDC/CATTDC/CAT
AVS
AVS
ETDBLS
AVSAVSETDBLS
ETDBLS
AVSETDBLSAVSAVS
AVS
ETDBLS
2LADA GATE WTMD
CEIA
12ETDETDETDETD
LL4
3
L
4
3
L
3L3
2
LADA GATE WTMD
CEIA
1 2LADA GATE WTMD
CEIA
1
2
LADA GATE WTMDCEIA1
UP18"
TSA IT
C
A
B
I
N
E
T
B2-07EXISTIN
G
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A
N
I
C
A
L
R
O
O
M
B2-01EXISTING MECHANICALA2-03 EXISTING WOMENS ROOMA2-04
EXISTI
N
G
M
E
N
S
R
O
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M
A2-05KIDS P
L
A
Y
A
R
E
A
A2-06SKYW
A
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P
O
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1
S2-01CORRIDORS2-02SKYWAY POD 2 S2-03CORRIDORS2-07SKYWAY POD 3 S2-08SECUR
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B2-02SECU
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B2-12SECURITY OFFICEB2-08WOMENS
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B2-04MENS
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B2-05RECEPT
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N B2-10OPPS M
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B2-11PSRB2-15
PASSENGER WAITING AREAB2-13SECURITY EXITA2-08LOBBYA2-09
ELEVATOR 1A1-11
ELEVATOR 2A1-12EXISTING IT ROOMA2-10 CONCESSIONA2-07
ELEVATOR 3B1-48
ELEVATOR 4B1-49
EXPAN
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D
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A
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B2-14PENTHO
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B2-16BAGGAG
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B2-17CORR
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B2-18CORRID
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CONF
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FP2-03OFFICE FP2-04OFFIC
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FP2-05CONFERENCE ROOMFP2-06
OFFICEFP2-08
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FP2-07OFFICE FP2-09RECEP
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FP2-10RESTROOMFP2-12
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FP2-13REST
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FP2-14BREAK ROOMFP2-1
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FP2-21CANOPYFP2-22 ELEVATORFP2-23STAIRSFP1-04
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JANITO
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B2-14SECURITY CHECKPOINT SCREENINGB2-12
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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 - 12:34pm jocampoPROJECT ALPHA ONE (TERMINAL EXPANSION)ORLANDO-SANFORD INTERNATION AIRPORTSANFORD, FLJOHN A. BAER, AIADrawn by:Designed by:Approved by:Checked by:Scale:Job No.:Date:Sheet No.CERTIFICATIONNOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIONDAP/JOBLJABwww.cphcorp.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersSurveyorsTraffic /TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasA Full ServiceA & E Firm500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH ,Inc.REVISIONS#DATEDESCRIPTIONBYAS NOTED07-14-17Plans Prepared By:JAB/BLS12014MASTER SHEET LAYOUT PLAN - PHASINGORLANDO SANFORD INTERNATIONAL AIRPORTFIRST FLOOR KEY PLANNW3012N.T.S.SECOND FLOORMASTER SHEET LAYOUT PLAN - PHASING1N.T.S.FIRST FLOORMASTER SHEET LAYOUT PLAN - PHASINGCONFORMED SET320
PHASE 2 DEMOLITION SIGNAGE SCHEDULEID Tag PictureMessageFloor Height Width MountingHeightPhase Electric DemoD2-100Terminal B Arrivals/DeparturesConcessionsParking Self PayATM12'-0"10'-0"2Yes YesD2-101Baggage Claim 1, 2Restrooms12Yes YesD2-102Elevator10'-6" 2'-0" 8'-0"2No YesD2-103Baggage Weight Station11'-0" 1'-6" 8'-0"2No NoD2-104Check-In (All Domestic Flights)11'-0" 2'-0" 6'-0"2No YesD2-105Global Entry Enrollment Center12'-6" 2'-0" 5'-6"2No NoD2-X00Handicapped Sign11'-0" 1'-0" 7'-0"2No NoD2-X01(Up) - Terminal B Departures12Yes YesD2-X02(Left) - All Rental Cars12'-0" 6'-0" 8'-0"2Yes YesD2-X03Look Left For Oncoming Vehicles11'-6" 2'-0" 5'-0"2No NoD2-X04Unattended Vehicles Will Be Towed13'-6" 7'-0" 7'-0"2No NoD2-X05Passenger Loading Zone11'-6" 2'-0" 5'-6"2No NoD2-X06Terminal B (Neon Sign)16'-0" 12'-0" 14'-0"2Yes YesD2-X07Terminal B (Sign)10'-6" 2'-0" 13'-0"2No YesID TagSign SideDirectionalArrowPictogram Message Floor Phase NotesT2-100 A FLFRR4486Baggage Claim 1-2Baggage Claim 3Shuttle Buses/TaxisCar Rentals12T2-100BRRFF4161,516Baggage Claim 1-2RestroomsAll Gates/ TicketingParking Garage A & Lot B12T2-101AFLL416Baggage Claim 1-2Restrooms12T2-101BR16Restrooms12T2-102BFRF416Baggage Claim 1-2Restrooms12T2-103BR13Elevator12T2-104 A FL146848Parking Garage A & Lot BCar RentalsParking Lots C & FBaggage ClaimShuttle Buses & Taxis12T2-105 B F-1-All GatesTicketed Passengers Only12T2-106AL13Elevator12T2-107 AParking Garage AParking Lot BShuttles/ TaxisCar RentalsParking Lots C & F12T2-108AF14Parking12T2-109AF14Parking Garage A12T2-109 B RRL1416All GatesBaggage ClaimRestrooms12T2-X00ARRR1486Parking Lots C & FShuttle Buses/TaxisCar Rentals12T2-X00BRFLL41,586Baggage Claim 1-2All Gates/TicketingShuttle Buses/TaxisCar Rentals12T2-X01BLLF154Departures/All GatesTicketing/Check InBaggage Claim 1-212T2-X02AFF86Shuttle Buses/TaxisCar Rentals12T2-X02BF1All Gates/Ticketing12T2-X03AFFF4814Baggage ClaimGround TransportationParking Lots C & F12T2-X03BFRFF11414All Gates/TicketingParking Garage AParking Lot B12T2-X04BFF15Departures/All GatesTicketing/Check In12T2-X05ALFF148All GatesBaggage ClaimGround Transportation12T2-X05 B RLL11414All Gates/TicketingParking Garage AParking Lot B12T2-X06BRRR514TicketingAll Gates/DeparturesAll Arrivals/Baggage Claim12PHASE 2 TEMPORARY SIGNAGE SCHEDULEPHASE 2 NEW SIGNAGE SCHEDULEID TagSign SideDirectionalArrowPictogram MessageSignTypeDrawingDetail #MountingHeightFloor Phase Lighting NotesL1-069 A --(FID Kiosk)D W202-1 - 1 2See typePoweredL1-069 B --(Directory/Map)DW202-1 -1 2See typePoweredL1-078AFFF8614Shuttle Buses/TaxisCar RentalsParking Lots C & FAW201-17'-4" MIN12AmbientL1-079AFFLFLFL141486Parking Garage AParking Lot BShuttle/TaxisCar RentalsAW201-17'-4" MIN12AmbientL1-080A- -(FID Kiosk)DW202-1-12See typePoweredL1-080B- -(Directory/Map)DW202-1-12See typePoweredL1-081 A F14ParkingAW201-1 7'-4" MIN 1 2AmbientL1-082 A F14Parking Garage AAW201-1 7'-4" MIN 1 2AmbientL1-082BRRL1416All GatesBaggage ClaimRestroomsAW201-17'-4" MIN12AmbientL1-083 A L8Ground TransportationAW201-1 7'-4" MIN 1 2AmbientL1-084 B F16Restrooms (Blade Sign)BW201-3 7'-0" MIN 1 2AmbientL1-085AL19Family Restroom (Blade Sign)BW201-3 7'-0" MIN 1 2AmbientL1-085BR19Family Restroom (Blade Sign)BW201-3 7'-0" MIN 1 2AmbientL1-086A-19Family RestroomCW201-44'-0" MIN 1 2AmbientL1-087 A R16Restrooms (Blade Sign)BW201-3 7'-0" MIN 12AmbientL1-087B L16Restrooms (Blade Sign)BW201-3 7'-0" MIN 1 2AmbientL1-088A-17MensCW201-4 4'-0" MIN 1 2AmbientL1-089A-18WomensCW201-4 4'-0" MIN 1 2AmbientL1-090 A --(FID Kiosk)DW202-1 -1 2See typePoweredL1-090 B --(Directory/Map)DW202-1 -1 2See typePoweredX1-035AFRRR41486Baggage Claim 4-6Parking Lots C & FShuttle Buses/TaxisCar RentalsFW202-37'-4" MIN12Internally Lit PoweredX1-035 B RFLL41,586Baggage Claim 1-2All Gates/TicketingShuttle Buses/TaxisCar RentalsFW202-3 7'-4" MIN 1 2Internally Lit PoweredX1-037BLLF154Departures/All GatesTicketing/Check InBaggage Claim 1-2FW202-37'-4" MIN12Internally Lit PoweredX1-038AFF86Shuttle Buses/TaxisCar RentalsFW202-37'-4" MIN12Internally Lit PoweredX1-038BF1All Gates/TicketingFW202-37'-4" MIN12Internally Lit PoweredX1-039AFFF4814Baggage ClaimGround TransportationParking Lots C & FFW202-37'-4" MIN12Internally LitPoweredX1-039BFRFF11414All Gates/TicketingParking Garage AParking Lot BFW202-37'-4" MIN12Internally Lit PoweredX1-044 B FF15Departures/All GatesTicketing/Check InFW202-3 7'-4" MIN 12Internally LitPoweredX1-045 B FF15Departures/All GatesTicketing/Check InFW202-3 7'-4" MIN 1 2Internally Lit PoweredX1-046BFF15Departures/All GatesTicketing/Check InFW202-37'-4" MIN12Internally Lit PoweredX1-048ALFF148All GatesBaggage ClaimGround TransportationFW202-37'-4" MIN12Internally Lit PoweredX1-048BRLL11414All Gates/TicketingParking Garage AParking Lot BFW202-37'-4" MIN12Internally Lit PoweredX1-049 B -RRR-514(Map/Directory)TicketingAll Gates/DeparturesAll Arrivals/Baggage ClaimFW202-3 7'-4" MIN 1 2Internally Lit PoweredX1-050 B FF15Departures/All GatesTicketing/Check InFW202-3 7'-4" MIN 1 2Internally Lit PoweredX1-051B -5Check InFW202-3 7'-4" MIN 1 2Internally Lit PoweredJ:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_21_Phase 2 Signage Schedules_W500.dwg Jul 12, 2017 - 12:34pm 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/BLS12014W500PHASE 2 SIGNAGE SCHEDULESCONFORMED SET321
ELECDISPLAELECDISPLAYELECDISPLAYELECDISPLAYELECDEMODISPLAYELECDEMODISPLAYELECDISPLAYELECDISPLAYELECDISPLAYELECDISPLAYELECDISPLAYELECDISPLAYELECDISPLAYELECDISPLAYELECDISPLAYELECDISPLAYELECEXITELECEXITD2-X01D2-X00STOPSTOPELECDEMOD2-X
06
DEMOD2-X07STOPD2-105DEMOD2-104D2-103DEMOD2-101DISPLAYELECDEMODISPLAYELECDEMOD2-100DEMOD2-102DEMOD2-102J:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_22_Phase 2 Demolition Plans_W501.dwg Jul 12, 2017 - 12:34pm 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 2 DEMOLITION PLANSW501ORLANDO 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"OUTBOUND 2ND FLOORPHASE 2 DEMOLITION PLAN1SCALE: 1" = 25'-0"OUTBOUND 1ST FLOORPHASE 2 DEMOLITION PLANOUTBOUNDCONFORMED SET322
EXISTING JANITORB1-42EXISTING ITB1-41EXISTING ELECTRICALB1-39EXISTING ITB1-44EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31EXISTING TICKETINGB1-10ELEVATOR 4B1-49ELEVATOR 3B1-48FAMILY RESTROOMB1-04CORRIDORB1-09WOMENS ROOMB1-05MENS ROOMB1-06JANITOR / ELECTRICAL / MECHANICALB1-01CANOPY 2B1-596NEW TICKETING AREAB1-07STORAGEB1-47BAG RUNWAYB1-03BAGGAGE ENCLOSUREB1-08BAGGAGE MAKE UP AREAB1-02CANOPY 3B1-60BT2-105Baggage Claim 1-2All Gates/ TicketingShuttle Buses/ TaxisCar RentalsBaggage Claim 4-6Parking Lots C & FShuttle Buses/ TaxisCar RentalsBaggShuttle BBaggage Claim 1-2RestroomsAll Gates/ TicketingParking Garage A & Lot BBaggage Claim 1-2Baggage Claim 3Shuttle Buses/TaxisCar RentalsBaggage Claim 1-2RestroomsRestroomsBaggage Claim 1-2RestroomsBaggage Claim 2RestroomsAll GatesBaggage ClaimRestroomsParking Garage ATicketingAll Gates/ DeparturesAll Arrivals/ Baggage ClaimAll Gates/ TicketingParking Garage AParking Lot BAll GatesBaggage ClaimGround TransportationAll Gates/ TicketingParking Garage AParking Lot BBaggage ClaimGround TransportationParking Lots C & FShuttle Buses/ TaxisCar RentalsAll Gates/ TicketingDepartures/ All GatesTicketing/ Check InDepartures/ All GatesTicketing/ Check InDepartures/ All GatesTicketing/ Check InDepartures/ All GatesTicketing/ Check InBaggage Claim 1-2Baggage Claim 1-2RestroomsAll Gates/ TicketingBaggage Claim 1-2Baggage Claim 3Shuttle Buses/ TaxisCar RentalsShuttles/ Taxis/ Car RentalsParking Garage A & Lot BParking Lots C & FAT2-107Parking Garage AParking Lot BShuttles/ TaxisCar RentalsParking Lots C & FParking Garage A & Lot BCar RentalsParking Lots C & FBaggage ClaimShuttle Buses & TaxisAT2-X00BT2-100BT2-101BT2-102BT1-107ABT2-109BT2-X06ABT2-X05ABT2-X02BT2-X04BT2-X04 BT2-X04BT2-X01AT2-108ABT1-106AT1-105AT2-104ParkingAT2-106BT2-103ElevatorElevatorAll GatesTicketed Passengers OnlyBT2-105All GatesTicketed Passengers OnlyParking Garage A & Lot BCar RentalsParking Lots C & FBaggage ClaimShuttle Buses & TaxisAT2-104ABT2-X03J:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_23_Phase 2 Temp Signage - Outbound_W502.dwg Jul 12, 2017 - 12:34pm 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 2 TEMPORARY SIGNAGE PLAN - OUTBOUNDW502ORLANDO SANFORD INTERNATIONAL AIRPORTFIRST FLOOR KEY PLANNABXX-XXXXSIGN ID# - REFER TOCORRESPONDING NUMBERLISTED IN SIGN SCHEDULEA = AIRSIDEL = LANDSIDEX = EXTERIOR1 = 1ST FLOOR2 = 2ND FLOORA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEELECTRONIC DISPLAYSBD - BAGGAGE DISPLAYFID - FLIGHT INFORMATION DISPLAYGD - GATE DISPLAYREFER TO SHEETS W402, W502, AND W602 FOR SIGNAGE SCHEDULES1SCALE: 1/16" = 1'-0"OUTBOUNDPHASE 2 TEMP SIGNAGE PLANOUTBOUNDCONFORMED SET323
EXISTING JANITORB1-42EXISTING ITB1-41EXISTING ELECTRICALB1-39EXISTING ITB1-44EXISTING ELEVATOR ROOMB1-43CORRIDORB1-31EXISTING TICKETINGB1-10ELEVATOR 4B1-49ELEVATOR 3B1-48FAMILY RESTROOMB1-04CORRIDORB1-09WOMENS ROOMB1-05MENS ROOMB1-06JANITOR / ELECTRICAL / MECHANICALB1-01CANOPY 2B1-596NEW TICKETING AREAB1-07STORAGEB1-47BAG RUNWAYB1-03BAGGAGE ENCLOSUREB1-08BAGGAGE MAKE UP AREAB1-02CANOPY 3B1-60FIFIFIFIFIFIFIFIFIFIFIAll GatesTicketed Passengers OnlyBaggage Claim 1-2All Gates/ TicketingShuttle Buses/ TaxisCar RentalsBaggage Claim 4-6Parking Lots C & FShuttle Buses/ TaxisCar RentalsBaggagAll GateShuttle BBaggage ClaimShuttle Buses/ TCar RenBaggage Claim 1-2RestroomsAll Gates/ TicketingParking Garage A & Lot BBaggage Claim 1-2Baggage Claim 3-6Shuttle Buses/TaxisCar RentalsBaggage Claim 1-2RestroomsRestroomsBaggage Claim 1-2RestroomsBaggage Claim 2All GatesTicketed Passengers OnlyAll GatesTicketed Passengers OnlyBaggage ClaimShuttle Buses & TaxisAll GatesBaggage ClaimRestroomsParking Garage A(Map/ Directory)TicketingAll Gates/ DeparturesAll Arrivals/ Baggage ClaimAll Gates/ TicketingParking Garage AParking Lot BAll GatesBaggage ClaimGround TransportationAll Gates/ TicketingParking Garage AParking Lot BBaggage ClaimGround TransportationParking Lots C & FFamily Restroom(blade sign)FIBDBDFamily Restroom(restroomblade sign)MensWomens(restroomblade sign)Shuttle Buses/ TaxisCar RentalsAll Gates/ TicketingCheck InFIDepartures/ All GatesTicketing/ Check InDepartures/ All GatesTicketing/ Check InDepartures/ All GatesTicketing/ Check InDepartures/ All GatesTicketing/ Check InGround TransportationDepartures/ All GatesTicketing/ Check InBaggage Claim 1-2 (FID Kiosk)(Directory/ Map)Baggage Claim 1-2RestroomsAll Gates/ TicketingBaggage Claim 1-2Baggage Claim 3-6Shuttle Buses/ TaxisCar RentalsShuttles/ Taxis/ Car RentalsParking Garage A & Lot BShuttles/ Taxis/ Car RentalsBaggage Claim 4-6Parking Lots C & FAL1-079AL1-078Shuttle Buses/ TaxisCar RentalsParking Lots C & FParking Garage AParking Lot BShuttles/ TaxisCar RentalsParking Garage A& Lot BBL1-071ABX1-035ABL1-050ABL1-056BL1-068BL1-057AL1-066AL1-067BL1-072BL1-070AL1-073ABL1-082BX1-049ABX1-048ABX1-039BL1-084ABL1-087AL1-088AL1-089AL1-086ABL1-085ABX1-038BX1-051BX1-050BX1-046BX1-045BX1-044AL1-083BX1-037AL1-081ABL1-055ABL1-048AL1-046AL1-045AL1-0754W2045W204Parking (FID Kiosk)(Directory/ Map)ABL1-090 (FID Kiosk)(Directory/ Map)ABL1-080 (FID Kiosk)(Directory/ Map)ABL1-069AL1-074Car RentalsParking Lots C & FB
L1-077BL1-076ElevatorElevatorBX1-047Service Animal Relief AreaRefer to AVCOM sheetTN400 Detail 4Refer to AVCOM sheetTN400 Detail 4J:\S12014\Architecture\01_Architectural\WAYFINDING\S12014_24_Phase 2 New Signage - Outbound_W503.dwg Jul 12, 2017 - 12:35pm 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 2 NEW SIGNAGE PLAN - OUTBOUNDW503ORLANDO SANFORD INTERNATIONAL AIRPORTFIRST FLOOR KEY PLANNABXX-XXXXSIGN ID# - REFER TOCORRESPONDING NUMBERLISTED IN SIGN SCHEDULEA = AIRSIDEL = LANDSIDEX = EXTERIOR1 = 1ST FLOOR2 = 2ND FLOORA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEA/B RELATES TO SIDE OF SIGNDESIGNATED IN SCHEDULEELECTRONIC DISPLAYSBD - BAGGAGE DISPLAYFID - FLIGHT INFORMATION DISPLAYGD - GATE DISPLAYREFER TO SHEETS W402, W502, AND W602 FOR SIGNAGE SCHEDULES1SCALE: 1/16" = 1'-0"OUTBOUNDPHASE 2 NEW SIGNAGE PLANOUTBOUNDCONFORMED SET324