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HomeMy WebLinkAbout1100 Red Cleveland Blvd - BC17-001045 (SANFORD AIRPORT AUTHORITY) (CUSTOMS BAGGAGE) (A)LAKE FOREST ¢ CL 15 PAOLA RD. 17 92 o C3RQN C, CrROSSINGS �' c� c�G r G WLU q 419 _ 427 w - Lake Monroe J `(46y N.T.S.~ \. w CELLERY AVE. _< w Z [� _ 415A SANFORD , GENEVA AVE. C)46 - O Q ORLANDO /-7--AIRPORTTIONAL SANFORDINTERNA`C 4 LOCATION MAP PINE WAY 417 Lake Jessup ALN Airport Authority Board of Directors Frank S. loppolo, Jr., Esq, Chairman Tim M. Slattery,Vice Chairman Jennifer T. Dane, Esq., Secretary/Treasurer U. Henry Bowlin, Board Director Tom Green, Board Director William R. Miller, Board Director Clyde H. Robertson, Jr., Board Director Clayton D. Simmons, Esq., Board Director Stephen P. Smith, Board Director A.K. Shoemaker, Chairman Emeritus Kenneth W. Wright, Counsel Airport Authority Staff Diane H. Crews, A.A.E., President and CEG George D. Speake, C.M., Executive Vice President & COO Airport Security Coordinator Don Poore, PMP, Chief Financial Officer Jennifer Taylor, Project Coordinator REVIEWED FOR cc OMPUANCE pMINEFi-� ~ DATE A i'EFiDArI ISSUED SHALL. F.3E GON CRUc_U TO o r A LIC`U �'Y FrOCV!OLATcr CANCEL�AL rAR OR SEAS ASCE ANY C)F 1'FiE NS OF THE'F"rC1J�!Iu1�L COl1r'a, NOR SHALL ISSu LFR T HMA PRE EN r THF BL LOING OFFI. R��C?UIRINCa a CURr1L'�.rIUN OF ERRC..�(,S h�., I"•_ANS. CUNS1'!�UACOF U!2 VIOLATIONS Ut'- 1•HI5 COC)r. F SANFORD Sheet No. P E- R M I T # — /� 7---- -112-)22 -- 1991 0 LAKE f rT�ACUAN MARY Z f ��-- G rl' T � V �- c P LAKE MARY IME �ULEVARD 17 92 o C3RQN C, CrROSSINGS �' c� c�G r G WLU q 419 _ 427 w - Lake Monroe J `(46y N.T.S.~ \. w CELLERY AVE. _< w Z [� _ 415A SANFORD , GENEVA AVE. C)46 - O Q ORLANDO /-7--AIRPORTTIONAL SANFORDINTERNA`C 4 LOCATION MAP PINE WAY 417 Lake Jessup ALN Airport Authority Board of Directors Frank S. loppolo, Jr., Esq, Chairman Tim M. Slattery,Vice Chairman Jennifer T. Dane, Esq., Secretary/Treasurer U. Henry Bowlin, Board Director Tom Green, Board Director William R. Miller, Board Director Clyde H. Robertson, Jr., Board Director Clayton D. Simmons, Esq., Board Director Stephen P. Smith, Board Director A.K. Shoemaker, Chairman Emeritus Kenneth W. Wright, Counsel Airport Authority Staff Diane H. Crews, A.A.E., President and CEG George D. Speake, C.M., Executive Vice President & COO Airport Security Coordinator Don Poore, PMP, Chief Financial Officer Jennifer Taylor, Project Coordinator REVIEWED FOR cc OMPUANCE pMINEFi-� ~ DATE A i'EFiDArI ISSUED SHALL. F.3E GON CRUc_U TO o r A LIC`U �'Y FrOCV!OLATcr CANCEL�AL rAR OR SEAS ASCE ANY C)F 1'FiE NS OF THE'F"rC1J�!Iu1�L COl1r'a, NOR SHALL ISSu LFR T HMA PRE EN r THF BL LOING OFFI. R��C?UIRINCa a CURr1L'�.rIUN OF ERRC..�(,S h�., I"•_ANS. CUNS1'!�UACOF U!2 VIOLATIONS Ut'- 1•HI5 COC)r. F SANFORD Sheet No. P E- R M I T # — /� 7---- -112-)22 -- 1991 0 R n LO n QD N N r~ r O N FIS / CUSTOMS BAGGAGE BELT REPLACEMENT 1200 RED CLEVELAND BLVD SANFORD, FL 32773 NOVEMBER 28, 2016 100% CONFORMED DOCUMENTS A BUILDING CODES. GOVERNING JURISDICTION: CITY OF SANFORD BUILDING CODE EDITION: FLORIDA BUILDING CODE 2014 MECHANICAL CODE EDITION: FLORIDA MECHANICAL CODE 2014 ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE 2011, NFPA 70 PLUMBING CODE EDITION: FLORIDA PLUMBING CODE 2014 ADDITIONAL CODE EDITION: FLORIDA FIRE PREVENTION CODE 2012 FLORIDA ACCESSIBILITY CODE 2014 BUILDING DATA: OCCUPANCY USE GROUP CONSTRUCTIO SQUARE FOOTAGES N TYPE FIS / CUSTOMS A-3 213 24,600S BUILDING INFORMATION: ADDRESS: STREET ADDRESS: 1200 RED CLEVELAND BLVD CITY: SANFORD COUNTY: SEMINOLE COUNTY STATE: FLORIDA ZIP CODE: 32773 LIFE SAFETY SYSTEM. EMERGENCY LIGHTING: X YES NO EXIT SIGNS: X YES NO FIRE ALARM AND SMOKE DETECTION SYSTEM X YES NO PANIC HARDWARE: X YES NO FIRE SPRINKLERS: X YES NO INDEX OF DRAWINGS FIS / CUSTOMS SHEET NUMBER SHEET NAME REVISION LOG REV # I DATE REV it DATE REV # DATE FIS CUSTOMS A001 COVER SHEET A002 INDEX OF DRAWINGS G U) y — A003 GENERAL INFORMATION A004 AIRPORT SAFETY AND SECURITY NOTES O V A005 CONSTRUCTION BARRIF_TR AND PHASING PLAN © Cl U A006 LIFE SAFETY PLAN O -5 !'— Plans Prepared By CPI-!, Inc. AD1.0 AS BAGGAGE BELT DEMOLITION PLAN 500 West Fulton St. Sanford, Fl. 32771 AD1.1 FIS BAGGAGE BELT ENLARGED DEMOLITION PLAN Ph: 407.322.6841 Llcenses: A1.0 FIS BAGGAGE BELT FLOOR PLAN Eng. C.O.A. No. 3215 Survey L.B. No. 7143 A1.1 FIS BAGGAGE BELT REFLECTED CEILING PLAN Lndscp. Lie. No. LC000029B U) A2.0 EXTERIOR ELEVATIONS LL A3.0 FIS BAGGAGE BELT BUILDING SECTIONS ry A3.1 FIS BAGGAGE BELT SECTIONS AND DETAILS O �F- o A3.2 FIS BAGGAGE BELT TYPICAL SOFFIT FRAMING PLAN Q z I� A4.0 FIS BAGGAGE BELT WAYFINDING A5.0 DOOR SCHEDULE AND DETAILS Z z z ®> 00 A6.0 FIS BAGGAGE BELT FINISH PLAN ADD. 2 01/05/17 Q Qty rr L�Q �_ uu ® FP -0.1 IRE P OTE TION ABLE , SC DUL S, AN GEN RAI_ OTES A D. 2 01 05/17 rrr EC N _ OL N 0 O z FP1.0 FIRE PROTECTION PLAN �p z cn LLQ MD1.0 MECHANICAL DEMOLITION PLAN zU o M0.0 MECHANICAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND SHEET INDEX M1.0 MECHANICAL DETAILS AND SCHEDULES O r; M1.1 MECHANICAL REFLECTED CEILING PLAN FIS E000 FIS ELECTRICAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS ED100 FIS BAGGAGE BELT DEMOLITION ARA OF WORK - FIRST FLOOR - POWER PLAN ED101 FIS BAGGAGE BELT DEMOLITION - FIRST FLOOR - POWER PLAN ED200 FIS BAGGAGE BELT DEMOLITION - FIRST FLOOR - LIGHTING AND SYSTEM PLAN ED300 AS ELECTRICAL - SYSTEMS DEMOLITION PLAN E100 FIS ELECTRICAL PLAN - POWER PLAN E200 FIS ELECTRICAL_ - FIRST FLOOR - LIGHTING PLAN E201 FIS ELECTRICAL PLAN - FIRST FLOOR - LIGHTING PHOTOMETRIC PLAN E202 FIS BAGGAGE -FIRST FLOOR - EMERGENCY PHOTOMETRIC PLAN E300 FIS ELECTRICAL - SYSTEMS PLAN E500 FIS ELECTRICAL DETAIL E600 FIS PANEL SCHEDULES AND ELECTRICAL RISER DIAGRAM JSM - FOR REFERENCE ONLY B.IS.01 FIS ABBREVIATIONS GENERAL_ NOTES AND DRAWING INDEX B.IS.02 FIS CONVEYOR LEGENDS AND SYMBOLS B1.0.00 FIS PLAN - OVERALL AREA - FIS 81.1.00 FIS PLAN - EXISTING CONDITIONS - OSIA FIS B1.1.01 FIS PLAN - LOAD CONVETOR AND CLAIM UNITS B2.1.01 FIS PHASE 1 - DEMO CD1 & CD2 B2.1.02 FIS PHASE 2 - I134 & CD4 INSTALL B2.1.03 FIS PHASE 3 - DEMO CD3 B2.1.04 FIS PHASE 4 - I135 & CD5 INSTALL B2.1.05 FIS PHASE 5 - FINAL SYSTEM LAYOUT B4.1.01 FIS ELEVATION - I134 / CD4 SYSTEM B4.1.02 FIS ELEVATION - I135 / CD5 SYSTEM B5.1.00 FIS BHS SYSTEMS CONTROL DEVICES B5.1.01 FIS PLAN - CONVEYOR CONTROL_ DEVICES & E -STOP ZONES B6.1.01 FIS GENERAL DETAIL DRAWING (TYPICAL CONVEYOR) B6.1.02 FIS GENERAL DETAIL DRAWING (DOOR DETAILS) 1510A.V6 .V6 1-15 1 DAlaUMUL OAI-r" I Y 51C3NAUt✓ CERTIFICATION TO THE BEST OF THE ARCHITECT'S KNOWLEDGE INFORMATION, AND BELIEF, THIS DESIGN IS IN COM,PL!ANCE, WITH APPLICABLE CODES AND LAWS. MAR 3 0 2012 OHN A. BAER, AIA DATE 7/n`7 w--Dcuoll pcom Service rcrmcf Itfis Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas cam. CV7 r z 1= (0 a. o ° ; � W w w 0 C� Sheet No. 1002 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION G U) y — O V © Cl U < tq O -5 !'— Plans Prepared By CPI-!, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Llcenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lie. No. AA -7600926 Lndscp. Lie. No. LC000029B U) LL ry O �F- o Q z I� Z z z ®> 00 Q Qty rr L�Q �_ uu ® z rrr Z I� 0 O z �p z cn LLQ z zU o Q (� O r; O Q O Sheet No. 1002 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION GENERAL NOTES GENERAL CONTRACTOR RESPONSIBILITY ABBREVIATIONS 1. DRAWINGS ARE IN INCHES UNLESS OTHERWISE NOTED. 1. GENERAL CONTRACTOR SHALL FIELD SURVEY LOCATION AND VERIFY ALL EXISTING STANDARD SYMBOLS CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE ABV ABOVE FINISHED FLOOR FLG FLASHING PT PORCELAIN TILE 2. DIMENSIONS ARE GIVEN TO FACE OF CONCRETE PRECAST, FACE OF CONCRETE REPORTED TO THE ARCHITECT. AFG ABOVE FINISHED GRADE FLR FLOOR(ING) PSF POUNDS PER SQUARE FOOT vvww,cphcorp.com WITHOUT FINISH, FACE OF CMU WITHOUT FINISH AND FACE OF METAL STUD. AP ACCESS PANEL FD FLOOR DRAIN PSI POUNDS PER SQUARE INCH 1 3. PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL CODES AND 2. NOTIFY THE ARCHITECT IN WRITING OF ANY UNEXPECTED CONDITIONS THAT ARE UNCOVERED ACOUS ACOUSTICAL FLOUR FLUORESCENT PFB PREFABRICATE(D) KEY NOTE AFTER BEGINNING WORK. ACT ABOVE FTG FOOTING PM PRESSED METAL REGULATORY REQUIREMENTS' A Full Service AFF ACOUSTICAL CEILING TILE FDN FOUNDATION PROP PROPOSED E Firm 4. KEEP THE PREMISES NEAT AND CLEAN AT ALL TIMES. . GENERAL CONTRACTOR SHALL COMPLETE ALL WORK AS INDICATED ON THESE PLANS UNLESS ADD ADDENDUM FIRM FRAME QTY QUANTITY / L REVISION TAG Architects OTHERWISE INDICATED. ADH ADHESIVE FS FULL SIZE QT QUARRY TILE Engineers ADJ ADJACENT FURR FURRED (ING) RAD RADIUS Cb DOOR TAG Environmental 5. PROTECT ALL AREAS ADJACENT TO THE WORK AREA, OR THROUGH WHICH 4_ THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE ADJT ADJUSTABLE GA GAGE, GAUGE RWL RAIN WATER LEADER Landscape Architects MATERIALS MUST PASS, TO PREVENT DAMAGE RESULTING FROM CONSTRUCTION AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF AGC AGGREGATE GALV GALVANIZED REG RECESSED M / E / P OR MATERIALS' HANDLING. RESTORE TO EXISTING CONSTRUCTION ORIGINAL THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR A/C AIR CONDITIONING GG GENERAL CONTRACTOR REF REFERENCE RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. q CONSTRUCTION IF/WHEN DISTURBED. AHU AIR HANDLING UNIT GL GLASS, GLAZING RFL REFLECT(ED), (IVE), (ING) O WINDOW TAG Planners ALT ALTERNATE GFRC GLASS FIBER REINFORCED CONCRETE REFR REFRIGERATOR Surveyors 6. WHEN "APPROVED EQUAL", "EQUAL TO", OR OTHER Traffic / GENERAL QUALIFYING 5. GENERAL CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT, APPROVALS, INSPECTIONS, ALUM ALUMINUM GMU GLASS MASONRY UNIT REINF REINFORCE A - TERMS ARE USED, INTERPRET AS "TO BE REVIEWED BY THE ARCHITECT". CERTIFICATE FOR COMPLIANCE, AND ASSIST WITH THE CERTIFICATE OF OCCUPANCY AS ANCH ANCHOR, ANCHORAGE GT GLASS TILE REM REMOVE PARTITION TYPE Transportation REQUIRED UNLESS OTHERWISE NOTED. AB ANCHOR BOLT GB GRAB BAR REQ'D REQUIRED 7. FOLLOW THE MANUFACTURE'S STRICTEST WRITTEN RECOMMENDATIONS FOR ANUG ANODIZED GRD GRADE (ING) RES RESILIENT ROOM Offices in: HANDLING, INSTALLATION, AND/OR APPLICATION OF ALL MATERIALS AND/OR APPROX APPROXIMATE GRT GROUT RT RESILIENT TILE [101 ROOM NAME &NUMBER 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY Florida PRODUCTS CONSISTENT WITH THE SKILL AND CARE NECESSARY FOR THE PERMITS REQUIRED FOR SUCH WORK SHOWN ON THE DRAWINGS. SUCH PERMITS SHALL BE ARCH ARCHITECTURAL GA GAGE, GAUGE RET RETURN ORDERLY PROGRESS OF WORK. OBTAINED BEFORE STARTING THE WORK. SEPARATE PERMITS ARE REQUIRED FOR THE AD AREA DRAIN GALV GALVANIZED RA RETURN AIR AOOOA • Puerto Rico AUTO AUTOMATIC GC GENERAL CONTRACTOR REV REVI REVISION EQUIPMENT REFERENCE • Connecticut STALLATION OF ALL EXTERIOR SIGNAGE. THE CONTRACTOR SHALL ACQUIRE THESE PERMITS 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. AND PAY ALL REQUIRED FEES PRIOR TO THE SIGNAGE INSTALLATION. AVG AVERAGE GL GLASS, GLAZING RH RIGHT HAND BSMNT BASEMENT GFRC GLASS FIBER REINFORCED CONCRETE R RISERA •Texas , • Maryland 9. ALL FLOOR ELEVATIONS ARE GIVEN TO TOP OF CONC. SLAB (TOC), TOP OF WALL 7. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY FACILITIES DURING CONSTRUCTION BM BEAM GMU GLASS MASONRY UNIT RFG ROOFING (TOW), OR TOP OF FLOOR FINISH (FEE), AS INDICATED. FOR THE COMPLETE BUILDING OPERATION. THIS SHALL BE TEMPORARY ACCESS, EXIT, BRG BEARING GT GLASS `TILE RD ROOF GRAIN NORTH ARROW __._-_._.._ CORRIDORS, LIGHTING, FIRE PROTECTION, MAIN CORRIDOR PROTECTION, A/C & ALL BEL BELOW GB GRAB BAR RM ROOM PLAN 10. PERFORM ALL WORK IN A WORKMANLIKE MANNER. INFRASTRUCTURE REQUIRED DURING THE FINAL STORE OPERATION. BET BETWEEN GRD GRADE (ING) RO ROUGH OPENING BIT BITUMINOUS GRT GROUT RB RUBBER NORTH BILK BLOCK GYP GYPSUM SND SANITARY NAPKIN DISPENSER \ ' r COLUMN DESIGNATION r3 11. ALL GYPSUM BOARD WORK REQUIRED CORNER BEADS AND NEEDS TO BE 8. GENERAL CONTRACTOR SHALL REMOVE ALL TEMPORARY ITEMS AT THE COMPLETION OF WORK &GRIDLINE APPROVED BY THE ARCHITECT AND INSPECTOR BEFORE FINISHING IT. AS REQUIRED. BD BOARD GWB GYPSUM WALL BOARD SCHEID SCHEDULE BOT BOTTOM HP HANDICAPPED SLNT SEALANT 12. ALL DISTANCES, DATA AND EXISTING STRUCTURES AND UTILITIES ABOVE OR 9. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES, ALL APPROVED DRAWINGS BW BOTTOM OF WALT HR HANDRAIL SECT SECTION NAME _ BELOW THE GROUND, WITHIN THE LIMITS OF THIS PROJECT SHALL BE CHECKED BY INCLUDING ALL REVISIONS AND ADDENDA. BKT BRACKET HR HARD BOARD SHTH SHEATHING ELEVATION PROPOSED ELEVATION THE CONTRACTOR. IN CASE OF CONFLICT, THE ARCHITECT SHALL BE NOTIFIED BRK BRICK HDW HARDWARE SHT SHEET O IMMEDIATELY IN ORDER THAT CLARIFICATION MAYBE MADE. BRZ BRONZE HDWD HARDWOOD SM SHEET METAL 0 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND BLDG BUILDING HD HEAD SV SHEET VINYL 10'-0" REQUIREMENTS DURING CONSTRUCTION. 13. SITE SURVEY DRAWINGS ARE FOR INFORMATION ONLY. CONTRACTOR SHALL BUR BUILT-UP ROOFING HTG HEATING SH `'HELF SHELVING � � DIMENSION LINES VERIFY AND PROVIDE ALL SITE SURVEY REQUIRED FOR THE WORK OF "THIS 11. AFTER COMPLETION, GENERAL CONTRACTOR SHALL CLEAN WHERE EVER SUCH CLEANING IS GAB CABINET HVAC HEATING/VENTILATING/ AIR CONDITIONING SHR SI -TOWER PROJECT. REQUIRED, INCLUDING AREAS OF THE BUILDING MADE DIRTY BY CONSTRUCTION WORK. REMOVE CUH CABINET UNIT HEATER HT HEIGHT SIM SIMILAR >_ FROM THE PREMISES TRASH, TOOLS, EQUIPMENT AND EXCESS CONSTRUCTION MATERIALS. CPT CARPET (ED) HPT HIGH POINT SKLT SKYLIGHT 5 14. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING CI CAST IRON HC HOLLOW CORE SOG SLAB ON GRADE n ELEVATION REFERENCE WORCB CATCH BASIN A5.2 K. MINOR MODIFICATIONS MAYBE REQUIRED TO SUIT JOB CONDITIONS AND 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE TO HM HOLLOW METAL SD SOAP DISPENSER �-- SHALL BE INCLUDED AS PART OF THE CONTRACTORS WORK. COMPLETE THE WORK OUTLINED IN THESE DOCUMENTS, INCLUDING ITEMS WITHIN THE SPACE CLG CEILING HB HOSE BIBB STC SOUND TRANSMISSION CLASS dl ABOVE THE CEILINGS (STRUCTURAL MEMBERS, CONDUITS, MECHANICAL DUCTS, INSULATION, CEM CEMENT HORIZ. HORIZONTAL S SOUTH 5 RECESSED LIGHT FIXTURES, AND CEILING CONSTRUCTION DIMENSIONS, ETC.) THE CONTRACTOR CTR CENTER IN INCH SG SOLID CORE A SHALL BE RESPONSIBLE TO MAINTAIN THE FINISHED CEILING HEIGHT ABOVE THE FLOOR AS CT CERAMIC TILE INCL INCLUDE(D), (ING) SPEC SPECIFICATION A5 2 SECTION REFERENCE INDICATED IN THESE DRAWINGS FOR THE VARIOUS ROOMS AND AREAS. CHBD CHALK BOARD IC INSIDE CLEAR SA SPRAY ACOUSTIC _ CO CLEAN OUT ID INSIDE DIAMETER SQ SQUARE 13. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THOSE LAWS CLR CLEAR INSUL INSULATE(D), (ION) S/S STAINLESS STEEL AJ.2�` DETAIL INDICATOR HAVING JURISDICTION WEATHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE CLO CLOSET INT INTERIOR S`T STAIR _ , p DRAWINGS. COL COLUMN INV INVERT STD STANDARD 0 COMP COMPRESS(ED), (ION), (IBLE) JAN JANITOR STA STATION Z a. GONG CONCRETE JT JOINT S STL STEEL �` O U 14. CONTRACTOR WILL VERIFY WITH THE S.A.A.,THE LOCATION OF ALL INFRASTRUCTURE, EVEN IF BREAK LINE � � THEY ARE NOT SHOWN ON DRAWINGS. CMU CONCRETE MASONRY UNIT CONST J JOIST STO STORAGE A CONT. CONTINUOUS KIT KITCHEN STRUC STRUCTURAL 15. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PARTITION WALLS IF THEY ARE CONTR CONTRACTOR) LAM LAMINATE SUSP SUSPENDED REQUIRED DURING THE CONSTRUCTION PROCESS. OJT CONTROL JOINT LAV LAVATORY SYS SYSTEM CENTER LINE GG CORNER GUARD LCC LEAD COATED COPPER TKBD TACKBOARD 16. GENERAL CONTRACTOR SHALL INCLUDE FURNISHING ALL MATERIALS EQUIPMENT, TOOLS, CORR CORRIDOR LH LEFT HAND TEL TELEPHONE a LABOR AND SERVICES NECESSARY FOR COMPLETION OF THE PROJECT. CTSK COUNTERSINK LT LIGHT TEMP TEMPERED a CRS COURSE LS LIGHT SWITCH TO TERRA COTTA . GENERAL CONTRACTOR SHALL PERFORM ALL WORK ALL WORK INCONFORMITY WITH THOSE CYD CUBIC YARD LWT LIGHT WEIGHT TZ TERAZZO � LAWS HAVING JURISDICTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE DEPT DEPARTMENT LTL LINTEL TEX TEXTURED DRAWINGS. DTL DETAIL L VR LOUVER THK THICK(NESS) F DIAL DIACONAL MACH MACHINE DISPENSER Q 18. SHOP DRAWINGS: TPD TOILET PAPER DISPE DIAM DIAMETER MB MACHINE BOLT T&G TONGUE AND GROOVE m A. SUBMIT A SCHEDULE OF SHOP DRAWINGS PRIOR TO COMMENCING WORK. DIM DIMENSION MH MAN HOLE T&B TOP AND BOTTOM 3 B. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVISION WHERE REQUIRED BY PLANS DW DISH WASHER MFR MANUFACTURE (ER) TC TOP OF CONCRETE SPECIFICATIONS, WITH AMPLE TIME TO REVIEW AND APPROVE. DPR DISPENSER MAS MASONRY TF TOP OF FOOTING 8 C. ALL SHOP DRAWINGS, INCLUDING EQUIPMENT AND MATERIALS, SHALL BE REVIEWED AND DISP DISPOSAL MO MASONRY OPENING TJ TOP OF JOIST s AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING OF FABRICATION. DR DOOR MTRL MATERIAL(S) ( ) TSL TOP OF SLAB `r� o � 19. GENERAL CONTRACTOR TO SUBMIT TIMEFRAME & CONSTRUCTION PHASES SCHEDULE. b0 DOOR OPENING MAX MAXIMUM TST TUP OF STEEL m m m Q" DBL DOUBLE MECH MECHANICAL TW TOP OF WALL ¢ <r1�1 CN 20. GENERAL CONTRACTOR TO PROVIDE OWNER WITH ONE COMPLETE SET OF ACCURATE, DA DOUBLE ACTING MG MEDICINE CABINET TW TOWEL BAR - CIZ g FULL-SIZED AS -BUILT RECORD DRAWINGS FOR PERMANENT RECORD, AND ELECTRONIC DN DOWN MED MEDIUM TR TREAD VERSION IN AUTOCAD. DWR DRAWER MTL METAL TRANS TRANSPARENT DWG DRAWING MIN MINIMUM TYP TYPICAL 21. FULLY WARRANTY ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR 2 YEARS FROM DATE DF DRINKING FOUNTAIN MISC MISCELLANEOUS UC UNDERCUT C YO V OF ACCEPTANCE. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND EA EACH MIR MIRROR UL UNDERWRITER Q U Q qi DEFECTIVE DURING WARRANTY PERIOD. EXTEND ALL MANUFACTURER'S WARRANTIES TO THE E FAST MUD MODULAR UNU UNLESS NOTED OTHERWISE O LL OWNER. ELEC ELECTRIC(AL) MR MOISTURE RESISTANT T UR URINAL p U Q EWC ELECTRIC WATER COOLER ML DG MOLDING, MOLDING VERT VERTICAL Plans Prepared By: EL EL EVATIONCP H, Inc. MTD MOUNTED VG VERTICAL GRAIN ELEV ELEVATOR MULL MULLION VIF VERIFY IN FIELD 500 West Fulton St. EMER EMERGENCY NAT NATURAL VEST VESTIBULE Sanford, FI. 32771 ENC Ph. 407.322.6841 ENCLOSE(URE) OSE (URE) NOM NOMINAL gOUL ENG ENGINEER ING VP VENEER PLASTER ~-.- VIN VINYL ENGINEER(ING) NO NONCORROSIVE Licenses: G ;< Lake Monroe 92 ENAM ENAMEL N NORTH VCT VINYL COMPOSITION TILE Eng. G.O.A. No. 3215 O ��� \� sf ✓ EPT EPDXY PAINT(ED) NA NOT APPLICABLE Survey L.B. No. 7143 VWC VINYL WALL COVERING Arch. Lic. No. AA2600926 fn ��-- -�`- *. \ MARIAN N °hns EQ EQUAL NIC NOT IN CONTRACT Lndsc . Lic. No. LC0000298 WC WATER CLOSET p _ LAKE FOREST Q �_� �re� 'S EQUIP EQUIPMENT NTS NOT TO SCALE ✓� WH WATER HEATER EXH EXHAUST NO NUMBER WR WATER RESISTANT - _ �- EX EXISTING OC ON CENTER TALI AHASSEE JAC �ONVILLE -- WP WATERPROOFING PANAMA 1 ._ �l-•J`- \ ��_ _ _ __ EXP'D EXPOSED OPNG OPENING WT WEIGHT CITY PERRY N.T.S. \' �����)'' LL AUGUSTINE _ 15 EXP EXPANSION, EXPOSED OPP OPPOSITE 1 Pktac WWF WELDED WIRE FABRIC ��\ OPH OPPOSITE HAND HICOLA OAIN%tL E w EJT EXPANSION JOINT WWM WELDED WIRE MESH O o z CELLERY AVE< LU. EXT EXTERIOR OZ OUNCE W WEST, WIDTH, WIDE 0 �\\ O ¢ EIFS EXTERIOR INSULATION & FINISH OD OUTSIDE DIAMETER WIN WINDOW ry OCALA YTONA BEACH_ SYSTEM OA OVERALL O WG WIRE GLASS � D.. w EXTD EXTRUDED OH OVER HEAD WM WIRE MESH Q S FORD FAB FABRIC PTD PAINT(ED) W/ WITH i' _j I U <C 415A FIS FEDERAL INSPECTION STATION PR PAIR Q L Es UR • -�' � PAOLA RD. _ SANFORD GENEVA AVE. �� W/O WITH OUT RLAN ---- FWC FABRIC WALL COVERING PNL PANEL WD WOOD 0 i 111 ISSIMME % �`*o FOC FACE OF CONCRETE PBD PARTICLE BOARD P 1-4 0 15 CJ O FOF FACE OF FINISH PTN PARTITION WPT WORK POINT _O _O Q Q� HAINES CITY LBOURNE✓J d LL F Z Wl WROUGHT IRON O (- LAKEL ND IV>rACUAN `� ¢ FOM FACE OF MASONRY PVMNT PAVEMENT < � LAKE �. ORLANDO � p' �, ¢ FIN FINISH(ED) PVRS PAVERS [] lt, O� MARY j ` -- - SANFORD 0 FF FINISHED FLOOR PERF PERFORATED LI j L'J y, RADENT N T. PIERCE W �� \` ` - PERFORATE(D) LI - f z�r � N � -INTERNATIONAL u� w FA FIRE ALARM PLAS PLASTER LI I �- UKEECHEE T� m ¢ FE FIRE EXTINGUISHER P -LAM PLASTIC LAMINATE LOCATION ¢- -P IME ��_ AIRPORT �AKE FEC FIRE EXTINGUISHER CABINET PL PLATE J 7 00 J ll.l rY II OF PROJECT r QkP�ECHO E � � ..- � y / FHC FIRE HOSE CABINET PWD PLYWOOD � Z - \ W ST PALM LAKE MARYO�LEVARD /// FPRF FIREPROOF PND POINT ,may p Q EACH "��' l� Cn FT. MYERS 1j r� v--_, ( ( FR FIRE RATING � Oo0 O � >7 \� FT FIRE TREATED LL U)GR - 4 � -f PINE WAY FIXT FIXTURE L O -� CROSSINGS C) a 427 MIAMI Y �0Z 17 v / G(, ¢ O 0 92 ,-� li] MYRTLE ST. ® O ~� ✓C7 J z z 417 w - 427 -" 99 O -'\ Lake Jessup 0 41 _ KEY WEST Sheet NO. LOCATION MAP Af6 1197 cV • __ NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION GENERAL NOTES STAGING AREAS - GENERAL REQUIREMENTS STORAGE, STAGING AND HAUL ROADS 1. ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED STAGING AREA, CONSTRUCTION 1. THE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS SHOWN FOR REFERENCE ONLY. THE ACTUAL 1. STORAGE AND STAGING LIMITS OR HAUL ROUTES. SIZE AND EXACT LOCATION WILL BE ESTABLISHED PRIOR TO CONSTRUCTION. THE FOLLOWING REQUIREMENTS WILL illim APPLY, HOWEVER: A) THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREA SPECIFIED FOR STOCKPILES, www.cplhcoirp.com 2. THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WORKING INSIDE THE SECURE FENCE MUST CONFORM WITH SHOPS, MAINTENANCE FACILITIES USE OF AND ALL CONTRACTOR SUPPORT FACILITIES. NO A, Full Service ALL AIRPORT SECURITY REQUIREMENTS AS OUTLINED IN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OF THE A) ALL OF THE CONTRACTOR'S ACTIVITIES, FIELD OFFICE WILL BE STAGED FROM OTHER SITES SHALL BE PERMITTED ON AIRPORT PROPERTY WITHOUT WRITTEN APPROVAL ,A & E Firm SPECIAL PROVISIONS. FROM THE ENGINEER AND OWNER. Architects 3. AIRPORT OPERATIONS STAFF SHALL HAVE THE AUTHORITY TO SUSPEND CONSTRUCTION OPERATIONS AT ANY TIME; B) ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITE SHALL BE Engineers Environmental DUE TO WEATHER, UNSAFE WORKING CONDITIONS OR WHEN DEEMED TO BE IN THE BEST INTEREST OF THE AIRPORT. B) THE STAGING AREA IS, AND WILL REMAIN THROUGHOUT THE CONSTRUCTION, INSIDE THE AOA. BORNE BY THE CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO, CLEARING AND GRADING Landscape Architects PARKING WILL BE IN LOT "F". COST OF ANY FENCING AND OTHER OF THE SITE, CONSTRUCTION OF ALL TEMPORARY UTILITIES, ACCESS ROADS, ALL SECURITY M / E / P 4. THE AIRPORT WILL BE IN OPERATION DURING THE CONSTRUCTION OF THIS PROJECT. COORDINATION OF WORK WITH WORK REQUIRED TO PREPARE THE STAGING AREA SHALL BE INCIDENTAL TO MOBILIZATION. FENCING, ETC. AT THE CONCLUSION OF THE CONTRACT THEM CONTRACTOR SHALL RESTORE Planners Surveyors AIRPORT MANAGEMENT IS MANDATORY SO AS TO MINIMIZE IMPACTS ON AIRPORT OPERATIONS. OPERATION OF THE THE SITE TO ITS PRE -CONSTRUCTION CONDITION. Traffic/ AIRPORT IS OF THE UPPER MOST IMPORTANCE. WHEN THERE IS CONFLICT BETWEEN OPERATION OF THE AIRPORT AND Transportation CONSTRUCTION, OPERATION OF THE AIRPORT WITH HAVE PRIORITY. C) IT IS NOT ANTICIPATED THAT THE AIRPORT'S OBSTRUCTION HEIGHT REQUIREMENTS, AS DEFINED BY THE FAR PART 2. HAUL ROADS 77, WILL RESTRICT THE CONTRACTOR'S ACTIVITIES IN THE STAGING AREA. IT IS REQUIRED, HOWEVER, THAT THIS Offices in: 5. EXISTING GRADES SHOWN ON THE DRAWINGS ARE BELIEVED TO BE ACCURATE, BUT THE AIRPORT ASSUMES NO ASSUMPTION BE VERIFIED BY THE CONTRACTOR THROUGH THE OWNER PRIOR TO BEGINNING WORK. A) HAUL ROADS TO BE USED UNDER THIS PROJECT SHALL BE THOSE INDICATED ON THE DRAWINGS ® Florida RESPONSIBILITY FOR THE ACCURACY OF THESE GRADES. IF THE CONTRACTOR DOES NOT CONCUR WITH THE OR OTHERWISE SPECIFICALLY DESIGNATED BY THE OWNER/ENGINEER. IN GENERAL, THE Puerto fico ELEVATIONS GIVEN ON THE DRAWINGS, HE SHALL NOTIFY THE ENGINEER IN WRITING PRIOR TO INITIATING ANY D) THE OWNER MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOR OTHER CONTRACTORS BE LOCATED IN CONTRACTOR SHALL CONFINE EQUIPMENT AND HAULING TO THE AREAS UNDER s Connecticut CONSTRUCTION ACTIVITIES. START OF WORK BY THE CONTRACTOR WITHOUT SUCH NOTIFICATION WILL BE THE VICINITY. IF THIS OCCURS, THE CONTRACTOR SHALL COOPERATE, AS NECESSARY, TO ACCOMMODATE CONSTRUCTION. NO DEBRIS SHALL BE ALLOWED ON THE ROADWAYS. THE PAVEMENT WILL BE • Maryland INTERPRETED AS AN AGREEMENT BY THE CONTRACTOR WITH THE ACCURACY OF THE GRADES SHOWN ON THE PLANS. OTHERS. CLEANED BY THE CONTRACTOR USING POWER BROOMS OR SWEEPERS, AS REQUIRED, TO KEEP texas THE AREA CLEAR OF ALL SOILS, CLODS OR OTHER DEBRIS. THE CONTRACTOR SHALL HAVE A 6. INTERRUPTION TO EXISTING AIRFIELD LIGHTING SYSTEMS NOT INCLUDED IN THIS PROJECT SHALL NOT BE E) THE CONTRACTOR WILL BE REQUIRED TO OBSERVE ALL EXISTING TRAFFIC FLOW DIRECTIONS WHEN ENTERING AND BROOM TRACTOR ON SITE AT ALL TIMES WITH A POLY BRUSH. STEEL BRUSHES ARE NOT PERMITTED. ALL AIRFIELD LIGHTING CIRCUITS AFFECTED BY THIS PROJECT AND LOCATED OUTSIDE THE LEAVING THE STAGING AREAS. NO COUNTER FLOW WILL BE ALLOWED ANY TIME. PERMITTED. CONSTRUCTION LIMITS SHALL BE TEMPORARILY MAINTAINED DURING OPERATIONAL PERIODS BY THE CONTRACTOR. 3C t B) THE CONTRACTOR IS NOT PERMITTED TO OPERATE ANY CONSTRUCTION RELATED VEHICLES ON, ' 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND ACQUIRING ALL REQUIRED COUNTY AND STATE 2. MATERIAL AND EQUIPMENT STORAGE SHALL BE LOCATED AS SHOWN ON THE SAFETY PLAN SHEET(S). THE THE AIRPORT ENTRANCE ROAD SYSTEM. ALL DELIVERIES TO THE STAGING AREA SHALL BE VIAal PERMITS. CONTRACTOR SHALL ADVISE ALL MATERIAL SUPPLIERS OF THE DELIVERY ROUTES TO BE USED FOR THE DELIVERY THE HAUL ROUTES AS SHOWN ON THE PLANS. z OF EQUIPMENT, MATERIALS, OR SUPPLIES. THE CONTRACTOR SHALL ALSO ADVISE THE SUPPLIERS THAT THERE WILL 8. THE CONTRACTOR SHALL REVIEW ALL AIRFIELD UTILITIES WITH AIRPORT MANAGEMENT PRIOR TO BEGINNING WORK. BE SET DELIVERY HOURS AND THEY WILL NOT BE ACCEPTED AT ANY OTHER TIME. DELIVERY HOURS WILL BE FROM C) THE ACCESS POINTS TO THE PROJECT SITE SHALL BE AS DEFINED ON SHEET A-005. THE 8:00 AM TO 4:00 PM WEEKDAYS UNLESS PRIOR ARRANGEMENTS WITH AIRPORT PERSONNEL ARE MADE 48 HOURS IN SPECIFIED GATE AREAS SHALL BE MONITORED DURING ALL CONTRACTOR OPERATIONS. IF IT IS 9. THE PROJECT PAY ITEM IS PROVIDED TO BE INCLUSIVE OF ALL WORK TO BE PERFORMED AS SHOWN IN THESE PLANS. ADVANCE. ANY DELIVERIES NOT MADE DURING THESE HOURS STATED WILL BE TURNED AWAY BY AIRPORT DETERMINED BY THE OWNER/ENGINEER THAT THE CONTRACTOR'S HAULING OPERATIONS ARE ALL INCIDENTAL WORK REQUIRED TO COMPLETE THE PROJECT IS TO BE INCLUDED IN THE COSTS OF PERFORMING PERSONNEL. A REPRESENTATIVE OF THE CONTRACTOR MUST BE PRESENT FOR DELIVERY OF MATERIALS. MATERIALS CAUSING EXCESSIVE DAMAGE TO THE EXISTING GATES OR PAVEMENT AREAS, THE THESE ITEMS. AND EQUIPMENT NOT IN USE SHALL BE STORED OR PARKED IN AREAS DESIGNATED BY THE ENGINEER AND OUTSIDE CONTRACTOR MAY BE REQUIRED TO CONSTRUCT, AT HIS EXPENSE, ADDITIONAL ACCESS GATES OF THE RIGHT-OF-WAY AND TAXIWAY SAFETY ZONES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTRICTING IMMEDIATELY ADJACENT TO THE EXISTING GATES. HE SHALL MAINTAIN THE NEW ACCESS 10. TESTING -UNLESS OTHERWISE SPECIFIED, ALL QUALITY ASSURANCE (QA) TESTING REQUIRED BY THE HIS/HER EQUIPMENT AND PERSONNEL TO THE IMMEDIATE VICINITY OF CONSTRUCTION AND TO AUTHORIZE AREAS POINTS AND PROVIDE THE AFOREMENTIONED GATE GUARDS AT THESE. LOCATIONS AND SHALL SPECIFICATIONS FOR ACCEPTANCE OF WORKMANSHIP AND/OR MATERIALS SHALL BE INITIATED AND PAID FOR BY THE AND SHALL TAKE SUCH PRECAUTIONS, AT HIS OWN EXPENSE, AS ARE NECESSARY TO ASSURE COMPLIANCE WITH ASSUME ALL LIABILITY FOR AIRPORT SECURITY RELATING TO THE USE OF THESE GATES. OWNER. QUALITY CONTROL (QC) TESTING SHALL BE INITIATED AND PAID FOR BY THE CONTRACTOR. FAILED QA THESE REQUIREMENTS. TESTING SHALL REQUIRE RE -TESTING WHICH SHALL BE INITIATED BY THE ENGINEER AND PAID FOR BY THE D) IF NECESSARY, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR RESTORING ALL AIRPORT CONTRACTOR. 3. ALL MATERIALS AND EQUIPMENT, WHEN NOT IN USE, SHALL BE PLACED IN APPROVED AREAS WHERE THEY WILL NOT SERVICE ROADS, INCLUDING THE PERIMETER SERVICE ROAD, TO THEIR PRE -CONSTRUCTION CONSTITUTE A HAZARD TO AIRPORT OPERATIONS. TALL BUT RELATIVELY LOW -VISIBILITY (I.E. CRANES, BACK CONDITION WHERE SUCH ROADS ARE USED BY THE CONTRACTOR FOR HAULING OPERATIONS. o HOES, DRILLS, ETC.) EQUIPMENT SHALL BE STORED IN A LOWERED CONFIGURATION WHEN NOT IN USE. THE THE CONTRACTOR AND THE ENGINEER SHALL JOINTLY DETERMINE THE EXISTING CONDITIONS cn MAINTENANCE OF TRAFFIC AND SAFETY APPROVED STORAGE AREA FOR EQUIPMENT AND MATERIALS IS THE CONTRACTOR'S STAGING AREA. ANY OTHER AS A BASIS FOR THIS RESTORATION REQUIREMENT. © v AREAS TO BE USED FOR STORAGE MUST BE APPROVED BY THE ENGINEER AND OWNER PRIOR TO USE. EQUIPMENT g 1. THE CONTRACTOR IS ADVISED THAT ALL AIRPORT ROADWAYS, EXCEPT THOSE THAT ARE TO BE CONSTRUCTED AND/OR STOCKPILED MATERIALS SHALL BE STORED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND E) THE CONTRACTOR SHALL RESTORE ALL TURFED AND PAVED AREAS USED FOR HAUL ROADS TO UNDER THIS CONTRACT, WILL BE ACTIVE DURING THIS CONTRACT. THE CONTRACTOR WILL BE EXPECTED TO CONDITIONS. THEIR ORIGINAL CONDITION, INCLUDING THE ESTABLISHMENT OF TURF. ALL HAULING ALONG OR CONDUCT THE WORK SUCH THAT THE SAFETY OF OPERATIONS 1S NOT REDUCED AND THAT VEHICULAR FLOW IS CROSSING THE AIRPORT AND STATE ROADS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH { MAINTAINED AT ALL TIMES, EXCEPT AS SPECIFICALLY PROVIDED FOR IN THE CONTRACT DOCUMENTS OR ALLOWED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SHALL BE COORDINATED BY THE OWNER IN WRITING. THE CONTRACTOR IS ADVISED, AND SHALL ACCEPT AS AN IMPORTANT CONSIDERATION OF CONSTRUCTION PHASING REQUIREMENTS AND ACCOMPLISHED BY THE CONTRACTOR. ALL COSTS FOR CONSTRUCTING, REMOVING AND THE WORK, THAT THE MAINTENANCE OF SAFE AND EFFICIENT ACCESS TO THE AIRPORT VIA THE ROADWAY SYSTEM IS RESTORING OF HAUL ROADS REQUIRED FOR THE COMPLETION OF THE WORK SHALL BE AN INTEGRAL PART OF THE WORK. IN CASES NOT SPECIFICALLY COVERED ELSEWHERE IN THE CONTRACT 1. THE CONSTRUCTION PHASING AS SHOWN IN THESE CONTRACT DOCUMENTS IS A SIMPLIFIED PHASE DESCRIPTION INCLUDED IN THE APPROPRIATE ITEMS OF WORK CONTAINED IN THE PROPOSAL. E DOCUMENTS, ALL TRAFFIC MAINTENANCE SHALL BE ACCOMPLISHED IN CONFORMANCE TO THE LATEST EDITION OF SHOWING GENERAL RELATIVE TIME FRAMES WITHIN WHICH CONSTRUCTION WORK WILL BE ACCOMPLISHED. THE w THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). CONTRACTOR SHALL DEVELOP HIS OWN CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE REQUIREMENTS OF 4. OTHER CONTRACTORS AND AIRPORT EMPLOYEE PARKING AREAS THE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL SUBMIT THIS PLAN FOR REVIEW AND APPROVAL A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. A) THE CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS MAY BE WORKING ON THE AIRPORT, * r- DUST AND DEBRIS CONTROL AND COOPERATION BETWEEN CONTRACTORS 13 REQUIRED. s 1. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE DUST CONTROL REQUIREMENTS OF THIS CONTRACT. SECURITY NOTES g `' 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 OR 1. THE CONTRACTOR SHALL CONDUCT THEIR ACTIVITIES IN A SAFE AND SECURE MANNER AS SPECIFIED IN SECTION 4 >, OTHER APPROVED DUST CONTROL MEASURES SHALL BE AVAILABLE ON A DAILY BASIS TO CONTROL DUST. THE "SAFETY AND SECURITY REQUIREMENTS" OF THE SPECIAL PROVISIONS IN THE SPECIFICATIONS AND AS DESCRIBED 4 OWNER RESERVES THE RIGHT TO STOP GRADING AND HAULING, OR OTHER WORK IF NECESSARY, TO BRING DUST HEREIN. „ o (D7 UNDER CONTROL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION 9 r Q 0 k1j LIMITS AS WELL AS ALONG ANY ROADWAYS USED BY THE EQUIPMENT AND VEHICLES AT THE SOLE DISCRETION OF 2. THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIED HEREIN, AND ALL FURTHER Q 0 U Q fn 0 THE AIRPORT. DIRECTIVES SPECIFIED BY THE OWNER OR DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL FURTHER BE Plans Prepared By REQUIRED TO PAY ALL FINES LEVIED BY THE TRANSPORTATION SECURITY ADMINISTRATION OTHER AUTHORIZED CPK Inc. 500 West Fulton St. 2. ALL UNSUITABLE MATERIAL AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF OFF OF AIRPORT PROPERTY GOVERNMENTAL AUTHORITY, AND THE SAA FOR VIOLATIONS OF TSA RULES AND REGULATIONS OR THE AIRPORT SECURITY PLAN. Sanford, Fl. 32771 Ph: 407.322.6841 UNLESS DIRECTED OTHERWISE BY THE ENGINEER OR AIRPORT PERSONNEL. 3. CONTRACTOR PERSONNEL SECURITY ORIENTATION - THE CONTRACTOR SECURITY POINT OF CONTACT SHALL BE Licenses: Eng. C.O.A. No. 3215 RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS AND, FROM TIME TO TIME, survey L.B. No. 7143 3. SPECIFICATIONS ARE PROVIDED AS OUTLINE REQUIREMENTS FOR THE CONTRACTOR TO APPLY WATER, CHEMICALS, Arch. Liu. No. AA2600926 VEGETATION OR OTHER MATERIALS TO PREVENT THE OCCURRENCE OF DUST WHICH WILL BE OBJECTIONABLE TO THE OTHER SECURITY PROVISIONS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE REQUIREMENTS Lndscp. Lic. No. LC0000298 PRIOR TO WORKING IN THE CONSTRUCTION AREA. OPERATIONS/USERS OF THE AREA. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO, AIRPORT OPERATIONS AND MAINTENANCE AREAS; AIRCRAFT OPERATIONS AND AIRFIELD OPERATIONS. CONTRACTOR SHALL ALSO BE OBLIGATED 4. ACCESS TO THE SITE -ALL CONSTRUCTION PERSONNEL MUST FOLLOW THE AIRPORT'S NEST SECURITY AND I TO DISCONTINUE OPERATIONS WHICH VIOLATE EXISTING LAWS AND REGULATIONS OR CREATE AN UNDUE HAZARD TO BADGING REQUIREMENTS. CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS OR AS h AIR TRAFFIC. ALL COSTS FOR CONTROLLING DUST OR POLLUTANTS TO THE AIR OF ANY KIND SHALL BE INCIDENTAL TO DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION LU 0Y THE CONTRACT. PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND F_ � Q FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE I__ 0- CLEANUP OF ANY DEBRIS DEPOSITED ALONG THE HAUL ROAD AS A RESULT OF CONSTRUCTION TRAFFIC. J W Q 5. MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE WILL USE Z LU z LU Q THE ACCESS POINT AT THE CONTRACTOR'S STORAGE SITE. O > 0 Q ii1 < B• zir ACCESS GATE REQUIREMENTS U F- p h 0 1. THE CONTRACTOR SHALL USE THE EXISTING GATE ENTRANCE, AND SHALL ADHERE TO ALL SECURITY 6. CONSTRUCTION AREA LIMITS -THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT STORAGE z S u O AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTORS EXCLUSIVE USE DURING REQUIREMENTS OF THE OWNER AS OUTLINED IN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OF THE SPECIAL Z w -- /— CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND OWNER. I_._. I-- ? � PROVISIONS. Q 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING A SUITABLE ACCESS ROAD FROM THE PUBLIC t � LwL O 1< ROADS TO THE SITE. UPON COMPLETION OF THE WORK, ANY ACCESS/HAUL ROUTE WILL BE DRESSED, SEEDED AND LL_ RESTORED TO THE ENGINEER'S SATISFACTION. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK, IT SHALL BE � < INCLUDED IN THE PROJECT. < (D Q p O 1 0 o O Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION CONSTRUCTION PHASING PLAN PHASE 1 REMOVE AND REPLACE EXISTING BAGGAGE BELT J REMOVE AND PHASE 2 REPLACE EXISTING Q BAGGAGE_ BELT REMOVE AND PHASE 3 REPLACE EXISTING 4" FLOORING 0 NOTE: PUBLIC RESTROOM ACCESS TO REMAIN DURING PHASES 1 AND 2 1/2t, CD PLYWOOD () 4 -0 X8 -0tw 0 O HORIZONTAL PROVIDE 2x4 NAILER AT ALL JOINTS INSTALL CONTINUOUS U LAYER 6 MIL POLY SHEETS TAPE ALL JOINTS SEALANT UNDER BOTTOM PLATE ANCHOR TO 1/2" / PLYWOOD BASE AT 24" O.C. 3/4" = 1'-0" EXISTING DROP CEILING S G 2x4 AT 24" OC DEMO AREA 2'-0„ SANDBAG BALLAST AVERAGE 40# / LF Z u U 1, 0 0 0 M CONSTRUCTION BARRIER ELEVATION 3/4" =: 1'-0" T-- I --------- I T ----------..._— 0 NOT IN CONTRAC 07 0 0 O 0 O 0 0 0 0 O 0 0 0 0 PAINT WALL WHITE AND ADD SIGNAGE "PLEASE PARDON OUR DUST" ON PUBLIC SIDE T T T ITS OF WO l _ I � '��\�.\ � ' ��\�' ��` , _ -(,•� .ur�•'�'a�.7•r� `':i4�!_-_S �T-.'���T „u. t_x• ' ,.r—(_r•�.-fT _111 '\ �: \'♦X C� \' ,t 'L — � f f. __._—k,..:'.` �`�t�L•.`• '. 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C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 a Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION ZLL J Q � (D n_ O Ua I__ Q fy =t J W Q J �- Z w z L7 0 > 0< Q QAC z o pC W Z LY 0� _._, w LL IW— z ry Q ZW O WLL M 0m 00Q o 0YW 0 �� Q Q ° Q( o� 0 Q o 0 rr TERMINAL A 0 Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION CODE INFORMATION -FIS CUSTOMS FIRE PROTECTION SERVICES IFBC 906.30 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 OCCUPANT BAGGAGE CLAIM 20 SF PER OCCUPANT BAGGAGE HANDLING 300 SF GROSS PER OCCUPANT CONCOURSE 100 SF GROSS PER OCCUPANT WAITING AREAS 15 SF GROSS PER OCCUPANT MERCANTILE 30 SF GROSS PER OCCUPANT MAXIMUM EXIT ACCESS TRAVEL DISTANCE (1016.2) A -OCCUPANCY (SPRINKLED) 250 FEET TOTAL EXIT WIDTH REQUIRED (1005.1) TOTAL OCCUPANT LOAD x 0.2 INCHES PER PERSON = INCHES REQUIRED 813 PEOPLE x 0.2 INCHES PER PERSON =163 INCHES REQUIRED EXIT WIDTH PROVIDED 6 EXIT DOORS: 288 INCHES CLEAR WIDTH TOTAL PROVIDED 288 INCHES CLEAR WIDTH PROVIDED OCCUPANCY CALCULATIONS - TERMINAL A SPACE/USE OCCUPANCY AREA OCCUPANT PER S.F. OCCUPANT LOAD BAGGAGE CLAIM A-3 13,850 S.F. 1/20 693 BUSINESS A-3 12,000 S.F. 1/100 '120 TOTAL 25,850 S.F. TOTAL OCCUPANTS 813 PEOPLE RE: SHEET A003 SHEET FOR ADDITIONAL INFORMATION THIS PROJECT IS A LEVEL 2 ALTERATION AND WILL NOT CHANGE OCCUPANCY (A-3). REFER TO APPROPRIATE SECTIONS OF THE EXISTING BUILDING CODE MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (1004.1.2) LEGEND AIRPORT TERMINAL / BUSINESS 100 GROSS AIRPORT TERMINAL/ BAGGAGE CLAIM 20 GROSS EMERGENCY LIGHTING WALL MOUNTED FIRE EXTINGUISHER FE Z EXIT LIGHTING F.I.S. / CUSTOMS EGRESS DATA EXIT ROUTE DISTANCE PATH A 175'- 3" PATH B 216'- 11 " PATH C 1651-51, T T c o -------------- --';� O O O 6 O O O O " O O 0 O O O O O O O �\ O 00 00 U O O 0 O O O 0 0 O O O O O O U U �j O U U U O �J 0 0 0 0 O 0 O U 0 0 O O O FIS BAGGAGE BELT LIFE SAFETY PLAN 1 1/16" = 1'-0" T NORTH O U U U O O O U O O O O O O KEY PLAN TERMINAL www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Ric • Connectic • Marvlanr • Texas m it Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 0 � T U J W Q .11 z z W a O> _ z H off.. OY w ° W u_ W w �1 w Lij i¢ O( n z (D o d! Cn o� U > O nj O o % C ❑- 0 D � O Plans Prepared By CPP. Inc. 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. L C0000298 Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 0 � Qz J W Q z z W Z O> o¢ z H off.. OY w ° W u_ W w �1 w Lij i¢ O( v7 z (D o �QQ o� O �t w O Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION D E' E: R E: Al R R M A 0 TI U 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 Ej\ 0 00 00 0 rlED 0 0 O 0 0 (__) 0 0 0 0 0 C.) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 {.,') FIS BAGGAGE BELT DEMOLITION PLAN N 1 1/16" = 1'-0" NORTH ------------------------- ITEMS TO DEMOLISH ITEMS TO REMAIN GENERAL DEMOLITION NOTES 1. EXTENT OF DEMOLITION SHOWN HEREIN IS PROVIDED TO INDICATE THE GENERAL LOCATION AND NATURE OF REQUIRED DEMOLITION WORK. THESE DRAWINGS HAVE BEEN DEVELOPED FROM RECORD DRAWINGS AND WALK-THROUGH FIELD VERIFICATION AND MAY NOT REFLECT ALL EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE CONDITIONS AND NOTIFY THE ARCHITECT IN WRITING OF ANY INCONSISTENCIES BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS, DEMOLITION SHALL NOT BE LIMITED TO THE LIMITS OF CONSTRUCTION AS SHOWN IN THE DEMOLITION DRAWINGS. THE CONTRACTOR SHALL COORDINATE AND ADJUST THE LIMITS OF CONSTRUCTION AS NECESSARY TO ACCOMPLISH THE FINAL PRODUCT AS SHOWN THROUGHOUT THE CONSTRUCTION DOCUMENTS. 2. CLEAN AND REMOVE ALL RESIDUES FROM SLAB IN PREPARATION FOR NEW FLOOR FINISH PER FLOOR FINISH PLAN. PROVIDE LEVELING MATERIAL COMPATIBLE WITH FINISH MATERIAL AND SURFACE GRINDING WHERE NECESSARY TO ATTAIN A SMOOTH AND LEVEL SURFACE FOR THE APPLICATION OF NEW FLOOR FINISH. 3. PATCH AND REPAIR ALL EXISTING DAMAGED HOLES, OPENINGS ON ALL EXISTING WALLS. REMOVE ALL EXISTING MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT, DEVICES, HANGER'S AND FASTENERS, WHICH ARE DETERMINED TO BE ABANDONED. PATCH AND REPAIR ALL HOLES AND DAMAGE CREATED BY REMOVAL WITH SIMILAR ADJACENT MATERIALS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY FIRE ASSEMBLIES DAMAGED DURING DEMOLITION OR CONSTRUCTION TO MEET ORIGINAL FIRE PROTECTION REQUIREMENTS. 5. DEMOLITION SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. 6. REFER TO MECHANICAL, ELECTRICAL. DRAWINGS FOR RELOCATION OF UTILITIES. USE CARE IN DEMO ABOVE CEILING, ALL COMMUNICATIONS CONDUIT AND SPARE CONDUIT TO REMAIN. 7. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT, AND PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 8. DEMOLITION/RESTORATION ITEMS MAY NOT BE ALL INCLUSIVE. CONTRACTOR SHALL REVIEW THE REQUIREMENTS OF NEW CONSTRUCTION AND COMPLETE ALL DEMOLITION/ RESTORATION, CUTTING AND PATCHING NECESSARY TO ACHIEVE INTENDED NEW CONDITION AND QUALITY, 9. RELOCATION OF ANY ITEMS INVOLVED IN THE WORK IS SUBJECT TO THE CONTRACTOR'S ABILITY TO DO SO WITHOUT PERMANENTLY DAMAGING OR MARRING THE ITEMS TO BE RELOCATED. IF CONTRACTOR IS UNABLE TO RELOCATE ANY ITEM AS PRESCRIBED HEREIN, FIE SHALL SUBSTITUTE NEW MATERIAL TO MATCH EXISTING. CONTRACTOR SHALL SAFELY STORE MATERIAL TO BE REUSED UNTIL TIME OF INSTALLATION. 10. CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR FINISHES WHERE NOTED AND PREPARE SLAB TO RECEIVE NEW FLOOR FINISHES UNLESS NOTED OTHERWISE. 11. CONTRACTOR SHALL PATCH AND REPAIR ALL WALL SURFACES TO REMAIN THAT ARE DAMAGED BY OPERATIONS IN CONJUNCTION WITH EXECUTION OF THE WORK AND RETURNED TO THEIR ORIGINAL CONDITION. 12. DURING DEMOLITION, THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES TO MAINTAIN STRUCTURAL INTEGRITY. DO NOT CUT, MODIFY OR DAMAGE STRUCTURAL MEMBERS. 13. SELECTIVE DEMOLITION MAY NOT BE INDICATED IN ALL AREAS WHERE IT MAY BE NECESSARY TO DEMOLISH ALL OR PART OF AN EXISTING BUILDING COMPONENT TO GAIN ACCESS TO AREAS FOR TIE-IN TO BUILDING SYSTEMS, OR WHICH MAY BE REQUIRED TO INSTALL PROPOSED CONSTRUCTION INDICATED ON THE DRAWINGS. DEMOLITION FOR THESE PURPOSES SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER AND THE AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR PROPOSED CONDITION. 14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN THIS DEMOLITION AND SHALL REPAIR AT HIS COST ANY ADJACENT CONDITIONS WHICH ARE DAMAGED AS A RESULT OF THIS DEMOLITION. 15. PROTECTION: PERFORM DEMOLITION WITH THE LEAST IMPACT ON EXISTING FACILITIES STILL IN USE, PROVIDE SUPPORT TO ALL STRUCTURAL MEMBERS. ERECT DUST BARRIERS TO ELIMINATE THE SPREAD OF DUST, FUMES OR SMOKE TO OCCUPIED AREAS. '16. PROTECT ALL EXISTING FLOOR FINISHES (TILE, CARPET, ETC.) ADJACENT TO DEMOLITION AREAS. 17. AS A PART OF THIS PROJECT PROVIDE FOR PATCHING AND INFILL OF ALL EXISTING NON-COMPLIANT OPENINGS AND PENETRATIONS IN RATED WALLS AND FLOOR SEPARATIONS WITHIN THE LIMITS OF THE PROJECT AREA AND EXTENDING 5 FEET BEYOND THE PROJECT AREA IN ALL DIRECTIONS. PATCHING AND INFILL SHALL MATCH EXISTING RATED CONSTRUCTION AND MEET CODE REQUIREMENT FOR SEALING OF PENETRATIONS. 18. CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT UNDERWRITERS LABORATORIES, INC. FIRE RESISTANCE DIRECTORY, VOLUME 1 AND 2 AS A PART OF THIS PROJECT AND SHALL REFER THERETO FOR FULL REQUIREMENTS OF FIRE RATED CONSTRUCTION AND PENETRATIONS. 19. DURING DEMOLITION AND CONSTRUCTION, PROTECT ALL ADJACENT AREAS FROM DAMAGE. 20. ALL ITEMS INDICATED TO BE SAVED/STORED SHALL BE STORED OFF SITE AT CONTRACTORS OWN EXPENSE. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE REMOVAL, STORAGE, PROTECTION AND REPLACEMENT OF ALL SAID ITEMS FOR THE REINSTALLATION PER THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL ALSO BEAR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OF ALL SAID ITEMS DAMAGED DURING DEMOLITION. 21. CUT WORK BY METHODS LEAST LIKELY TO DAMAGE WORK TO BE RETAINED AND WORK ADJOINING. IN GENERAL, WHERE PHYSICAL CUTTING ACTION IS REQUIRED, CUT WORK WITH SAWING AND GRINDING TOOLS, NOT WITH HAMMERING AND CHOPPING TOOLS. CORE DRILL OPENINGS THROUGH CONCRETE WORK. 22. PROTECTION: PROVIDE ADEQUATE PROTECTION OF OTHER WORK DURING SELECTIVE DEMOLITION TO PREVENT DAMAGE, AND PROVIDE PROTECTION OF THE WORK FROM ADVERSE WEATHER EXPOSURE. 23. LOADING: DO NOT SUPERIMPOSE LOADS AT ANY POINT UPON EXISTING STRUCTURE BEYOND DESIGN CAPACITY INCLUDING LOADS ATTRIBUTABLE TO MATERIALS, CONSTRUCTION EQUIPMENT, DEMOLITION OPERATIONS AND SHORING AND BRACING. 24. VIBRATION: DO NOT USE MEANS, METHODS, TECHNIQUES OR PROCEDURES WHICH WOULD INDUCE VIBRATION INTO ANT ELEMENT OF THE STRUCTURE. 25. FIRE: DO NOT USE MEANS, METHODS, TECHNIQUES OR PROCEDURES WHICH WOULD PRODUCE AND HAZARD. 26. REMOVE EXISTING NON -LOADING BEARING PARTITION WALLS AS SHOWN ON THE DRAWINGS. 27. ELECTRICAL SWITCHES AND WALL OUTLETS ON WALLS TO BE REMOVED, SHALL BE DISCONNECTED AND REMOVED TO NEAREST JUNCTION BOX OR SUPPLY PANEL. 28. REMOVE WALL COVERINGS, PANELING, ETC. FROM WALLS INDICATED ON DRAWINGS 29. VERIFY PLACEMENT OF REFUSE CONTAINER WITH SAA AIRPORT OFFICIALS. 32. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF OFF THE SITE. 33. CLEAN ADJACENT PORTION OF THE STRUCTURE AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION OPERATIONS, AS DIRECTED BY SAA AIRPORT OFFICALS. RETURN ADJACENT AREAS TO CONDITION EXISTING PRIOR TO THE START OF THE WORK. 36. CONTRACTOR TO VERIFY IN FIELD, AND NOTIFY ARCHITECT, IF ANY LOAD BEARING CONDITIONS EXIST IN PARTITION WALLS TO BE REMOVED. 37. G.C. TO COORDINATE ALL NOISY AND OTHERWISE DISRUPTIVE DEMOLITION SHALL BE COMPLETED WHEN THE ADJACENT TENANTS ARE CLOSED. 38. G.C. TO INSURE THE CONDITION OF THE FLOOR BY PATCHING AND LEVELING TO OBTAIN A SMOOTH SURFACE. THE FLOOR SURFACE SHALL NOT VARY MORE THAN 1/8" OVER A 10' STRAIGHT EDGE SECTION. G.C. TO FIELD VERIFY ALL BUILDING CONDITION AND ALL DIMENSIONS HEREIN. TERMINAL A www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland •` Texas r a0 z 0 F- z 0 U cn Z I'l W CO n O JW ¢ �-- Q 2 J J 7 1L --J- Z p O > O¢ 7__ 1--- O w < 0� Z p 0 ry cr. L LJ Z W M zJ Li l L11 - ErO w D O ¢ V U_ < (/,) v j o Qj Z N r n w U CL � 0 O O ¢ Li' ) O Plans Prep ared By CPFI, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.U.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Z I'l n O JW ¢ �-- Q 2 J J 7 1L --J- Z p O > O¢ 7__ 1--- O w < 0� Z p 0 ry cr. L LJ Z W M zJ Li l L11 - ErO w ® M Lu O ¢ V U_ < (/,) �z (_9 Q r n w OM FY O ® 4 Li' O Sheet No. ABY17 KEY PLAN NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION ci DEMOLISH EXISTING DOG HOUSE DEMOLISH EXISTING BAGGAGE BELT INCLUDING SLOPE PLATES AND DECKING, ALL ELECTRICAL WIRING AND LIGHTING 0 EXISTING ELECTRICAL ROOM S ---------- - �� �I� � — -ii I I J - - -II II I I--------------- - - - II II II II II II II II II II EXISTING II II II II BELT 1 II II II II II II II II II II . . . ........ �°� ii ii ��� ii ii II II II II it II II II EXISTING II II II II 0 DEMOLISH EXISTING MECHANICAL II II II II EXTERIOR WALL AND --- ROOM II II II II RETAIN EXTERIOR ( II II WALL PANELS FOR 0 RELOCATION 0 J� I I DEMOLISH DOOR AND S�CURITY HARDWARE - MAINTAIN FIS AND TERMINAL SECURITY DUR14G X DEMOLITION AND CONSTRUCTION '„�%�' J 1 I �I PHASE AT ALL TIMES X 15- ___. __ _-____.._____W_J F __J JJ r- J IJ01 ELECTRICAL ROOM MECHANICAL II ROOM T U— . .. . ........... 1� IT ROOM DEMOLISH ALL DOGHOUSE LIGHTING AND MECHANICAL DIFFUSERS / RETURNS DEMOLISH ALL 2X4 nrn iK f-% _r 1 r- IAI A r-1 r A f-% r - NEW WORK - SEE A1.1 FOR NEW REFLECT3ED CEILING PLAN FN USE SELECTIVE DEMOLITION OF CEILING IN AREA OF NEW WALL ADDITION. 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No. LC0000298 w w LL < z U) w 0 0 0 L---- 2 (D co r 1� 0 w < (_9 U) < Q . ......... ....... . ...... ....... . ...... . . . ...... . . _j z 0 < TERMINAL 0 -1 L ................ ------- r— REMOVE ALL 2X4 LIGHTING IN OF NEW WORK - SEE A1.1- NEW REFLECT3ED CEILING— -- _j ---- — ------------------ ............. . .. . . ..... .......... . .............. .. . ...... ... ... .... .................._.r ... --FOR . .........-r'-___"._.-. ..... .- 'y --------- - 1- _j - 11 . ..... . . . . . ....... ._r ........ Y, y._____________-- ,.__._.._......_._""r_-..._,_ ...... DEMOLISH ALL 2X4 CEILING TILE IN AREA OF NEW WORK - SEE AU FOR NEW REFLECTED CEILING PLAN FIS BAGGAGE BELT ENLARGED DEMOLITION PLAN N SIS BAGGAGE BELT DEMOLITION REFLECTED CEILING PLAN 1/8" = 1'-0" 2 1/8. NORTH NORTH a KEY PLAN www.cpheorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects MIE/P Planners Surveyors Traffic / Transportation Offices in: * Florida • Puerto Rico • Connecticut • Maryland 9 Texas it Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Z (1) < LL >1 a) 0 0 En C: C: v 2 < Z q) 0 CL 0- w (j w " (3 a) ii 0 p> < U) 0 0 F_ a Plans P pared By CPA. Inc. l� < w zo 500 West Fulton St. (D z Sanford, Fl. 32771 Ph: 407.322.6841 I - z d Licenses: Eng. C.O.A. No. 3215 z w z w Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Oz Lndscp. Lic. No. LC0000298 w w Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Z (1) < LL 0 0 0- O� < Z 0 w z w z 0 p> 0 < 0 F_ a w l� < w zo (D z CE _j W L. w I - z d z w z w a 0 E LL C) M Oz w w LL < z U) w 0 0 < co LL < z (D 1� 0 w < (_9 U) < Q 0 z 0 < TERMINAL 0 Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION O O 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 �O 00 00 0 0 0 0 0 0 O 0 0 0 O 0 O 0 0 O O 0 O 0 0 0 O 0 O 0 0 0 0 O 0 0 O 0 0 0 0 0 0 0 O 0 0 0 U O V 0 0 0 0 0 0 0 F I S BAGGAGE BELT PLAN 1/16" = 1'-0" N NORTH NOTE: REFER TO BAGGAGE BELT PLANS FOR ALL PROPOSED FIELD DIMENSIONS. G.C. TO VERIFY. CONTINUOUS 2x4 BLOCKING PITTCON "STR" WALL REVEAL - BOTH SIDES 3 5/8" 20 GAUGE_ METALS STUDS @ 16" O.C. CONTINUOUS 3/4" THICK SOLID SURFACE CAP 4'-0" TOP OF WALL 5/8" GYPSUM WALL BOARD - PAINTED LOW WALL CAP DETAIL 3" = 1'-011 JBE AT D 48" O.C. RE DRILL ITO AB CRETE WALL TYPE LEGEND El KEY NOTES FLOOR PLAN INSTALL NEW BAGGAGE_ BELT ROLL UP DOORS - SUPPLIED BY BAGGAGE BELT SUPPLIER - REEFER TO DOOR DETAILS ON SHEET A5.0 AND JSM BAGGAGE BELT DRAWINGS NEW LOW WALL @ 48" A.F.F. ❑NEW HOLLOW METAL DOUBLE DOOR WITH NEW SCRAMBLE PADS AND s SECURITY HARDWARE - MATCH EXISTING HARDWARE FROM DEMOLISHED DOOR NEW EXTERIOR WALL - MATCH ADJACENT WALT_ TYPE 4 CONSTRUCTION PRESUMED OF EXTERIOR METAL PANEL OVER HORIZONTAL PURLINS UNDER GYPSUM WALL BOARD ON THE INTERIOR. WALL IS R-13 INSULATED. NEW OVERSIZED BAGGAGE ROLL UP DOOR OPENING IN EXISTING WALL, NEW 7'X6' ROLL UP DOOR AND INTERIOR STAINLESS STEEL SLIDE_. BAGGAGE SLIDE AND INTERIOR DOOR TRIM WILL BE STAINLESS STEEL. j� INFILL DEMOLISHED BAGGAGE BELT DOOR OPENING MATCH ADJACENT METAL WALL PANEL FINISH NEW INTERIOR WALL TO 6" ABOVE_ CEILING F81 RELOCATED INFORMATION COUNTER NEW PLYWOOD DECKING WITH CARPET FINISH AND STAINLESS STEEL TRIM. CONTRACTOR WILL PRE WIRE DECK FOR ELECTRONIC DISPLAYS / COORDINATE WITH SAA. CONTRACTOR TO BUILD BELT MOTOR ACCESS PANELS AS SHOWN ON BAGGAGE BELT SHOP DRAWINGS. 10 36"X36" BAGGAGE BELT MOTOR ACCESS DOOR BY ACUDOR OR ARCHITECTS APPROVED EQUAL El NEW 6" THICK 6'-0" X 70'-0" HOUSE KEEPING PAD. REFER TO BAGGAGE BELT SHOP DRAWINGS FOR PLACEMENT AND SIZE ADJUSTMENT 12 NEW GUARD RAILING FOR BAGGAGE BELT - REFER TO DETAILS ON SHEET (1, 2 AND 3) A6.1 13 NEW 36" X 48" SOLID WOOD CORE DOOR 14 NEW LOW WALL - CORE DRILL LOW WALL SUPPORT AT CORNERS AND ALL DOOR JAMBS - REFER TO DETAIL 2/A2.0 FOR SPACING a1.o I n CONTINUOUS 1 I �� • �_ 3/4" THICK SOLID --y SURFACE CAP - SEALED I I, BOTH SIDES CONTINUOUS 2X4 WOOD BLOCKING I 5/8" THK. GYP. BOARD EACH SIDE OF 3 5/8" 20 GAUGE METAL STUDS @ 16" O.C. pD d- " PAINT -BOTH SIDES BASE AS SCHEDULED I; I I" i FLOOR FINISH AS SCHEDULED - REFER TO - SHEET A6.0 I I SOW WALE BRACING DETAIL 111 _ 1'-0" www.cphcorp.com A Full Service A&EFirm i� Architects Engineers Environmental C° Landscape Architects M/E/P Planners a Surveyors s Traffic / z Transportation p Offices in: • Florida I, Q • Puerto Rico 0- • Connecticut • Maryland C-xas O w z 0O Do O Lt_ Q W z0� C1 o L ai Z Q) D. 0 U Uj r) aw� �0) LU 4 0 Sheet No. --._. .. .__ ... .. .. ... ..... .... _. .. ., ..viari�. �ui viii AN/jr(I KEY PLAN NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION S i� C° o a a O s z n w p Z I, Q 0- J LLJ O w z 0O Do O Lt_ Q W z0� C1 o L ai Z Q cry o ° 1' - z Uj 0 0 <LL¢ 00 Plans Pre ared By CPw Inc. (D LL < 500 West Fulton St. M Q� Sanford, F1.32771 U_7 (/) < Ph: 407.322.6841 LL Q M Licenses: Z Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Sheet No. --._. .. .__ ... .. .. ... ..... .... _. .. ., ..viari�. �ui viii AN/jr(I KEY PLAN NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION S i� O z n w p Z I, Q 0- J LLJ O w z 0O Do O Lt_ Q W z0� wLL Lu z Uj 0 0 <LL¢ 00 < (D LL < ('9 M Q� O U_7 (/) < Z LL Q M Z O TERMINAL A O Sheet No. --._. .. .__ ... .. .. ... ..... .... _. .. ., ..viari�. �ui viii AN/jr(I KEY PLAN NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION S 9'- 10" BOTTOM OF EXST 2X4 CEILING DEFLECTED CEILING PLAN FIS N ATTACH STUDS � TO METAL 1 /16" = 1'-0" —�, DECKABOVE \ NORTH Z j I I I Q0 I I - I I I I I I r— I METAL ANGLE I I - CONTINUOUS I I I I I+ I •• I I { CORNER BEAD, TYP. 3" = 1'-0" I� I i I •.•' ATTACH STUDS I TO METAL DECK ABOVE I I I I .•" NEW 3 5/8"METAL I I I BOTTOM OF NEW STUDS @ 2'-0" O.C. I I i> 2X2 CEILING I I �- •-----------------I------�'- I -+- I I 1 I I `; r---------------- �----+ 2'-0" OUTSIDE TO OUTSIDE NEW CORNER BEAD, TYP. 9'-0" BOTTOM OF SOFFIT 518" GYP. BOARD ON METAL STUD FRAMING - PAINT REFLECTED CEILING PLAN LEGEND INDICATES FINISHED GYP. BOARD CEILING OR SOFFIT 2 X 2 LAY -IN ACOUSTICAL TILE IN T -BAR GRID. 4) EXIT SIGN, ARROW INDICATES EXIT DIRECTION SEE ELECTRICAL_ PLANS FOR ADDITIONAL_ INFORMATION L� EMERGENCY LIGHTS RE: ELECTRICAL DRAWINGS ® FIRE SPRINKLER HEAD F�l SURFACE MOUNTED EXTERIOR WALT_ PACK REFLECTED CEILING GENERAL NOTES www.cpheolrp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects MIF/P Planners Surveyors Traffic / Transportation 1, FIXTURES, CONDUITS, DUCTWORK, PIPING, ETC. SHALL BE INSTALLED AS HIGH AS 2 X 4 LED LIGHTING FIXTURE O RECESSED LED CAN LIGHTING • Puerto Rico CEILING SUPPLY DIFFUSER SEE MECHANICAL DWGS. 2. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO VERIFY CEILING RETURN DIFFUSER SEE MECHANICAL DWGS. 4) EXIT SIGN, ARROW INDICATES EXIT DIRECTION SEE ELECTRICAL_ PLANS FOR ADDITIONAL_ INFORMATION L� EMERGENCY LIGHTS RE: ELECTRICAL DRAWINGS ® FIRE SPRINKLER HEAD F�l SURFACE MOUNTED EXTERIOR WALT_ PACK REFLECTED CEILING GENERAL NOTES www.cpheolrp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects MIF/P Planners Surveyors Traffic / Transportation 1, FIXTURES, CONDUITS, DUCTWORK, PIPING, ETC. SHALL BE INSTALLED AS HIGH AS LL r❑ POSSIBLE, • Puerto Rico 2. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO VERIFY LZ • Maryland QUANTITIES AND COORDINATE LOCATIONS IN THE FIELD WITH THE FIRE DEPARTMENT • Texas 0 FIRE INSPECTOR. Qz N 3. EMERGENCY LIGHTING SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE. C I, 4. MECHANICAL DIFFUSERS TO MATCH ADJACENT CEILING TILE. < o ® > F 5. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURES o U n. Co in 6. REINSTALL ALL CEILINGS SPEAKERS IN NEWE CEILING IN NEW WORK AREA - TYPICAL 0 ❑ 0 KEY NOTES - REFLECTED CEILING PLAN 0 NEW PREFINISHED METAL ALUMINUM SOFFIT PANELS OVER 6" 18 GAUGE METAL STUDS AT 16" O.C. a 0 WALL PACK MOUNTED AT 96" A.F.F. WITH PHOTO SENSOR ILLUMINATED EMERGENCY EXIT SIGN NEW LIGHTING 0 NEW GWB AND METAL STUD BULKHEAD El EXISTING GWB SOFFIT TO REMAIN M EXISTING CANOPY 0 GWB OVER METAL STUD SOFFIT - PAINTED NEW METAL PANEL SOFFIT - MATCH ADJACENT FINISH 10 RELOCATE EXISTING POWER AND DATA POLE FOR INFORMATION COUNTER 11 NEW CEILING HUNG BAGGAGE_ CLAIM SIGNAGE_ - SEF_ SHEET A4.0 FOR DETAILS KEY PLAN TERMINAL A Offices in: LL • Florida • Puerto Rico • Connecticut LZ • Maryland z • Texas 0 Qz N a C I, 7 < J Q ® > 0 0 -a7 J m W z LL LZ z E (0 0 Qz a 7 < J Q ® > 0 0 -a7 J wqz n- 1 0, I LE W l I�l- I— wr) O it 2 0l wQ _ LL U) w C� O 0 M Z V7 J LL a� U 2 N Z �- q Plans Prepared By C1314, Inc. 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 W z LL LZ z E (0 0 Qz J Q ® > 0 0 _O <�< wqz n- 1 0, I LE W l I�l- I— wr) O it Lw 0l wQ M LL U) w C� O 0 M Z V7 J LL �n Sheet No. Jim I NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION INFILL EXISTING DOOR OPENING TO MATCH EXISTING ADJACENT NEW BAGGAGE BELT NEW OVERSIZE BAGGAGE DOOR EXTERIOR AND INTERIOR FINISH DOOR OPENING INFILL EXISTING DOOR OPENING NEW BAGGAGE OPENING -REPLACE ENTIRE PANEL 2 TO MATCH EXISTING ADJACENT BELT DOOR WHERE OPENING OCCURS. AVOID ALL HORIZONTAL SEAMS. EXISTING BEAM A3.0 EXISTING OVERHANG EXTERIOR AND INTERIOR FINISH EXISTING DOOR www.cphcorp.com OPENING ROLL UP DOOR -REPLACE ENTIRE PANEL TO REMAIN A Full Service MOTOR SHROUD RELOCATE EXISTING WHERE OPENING OCCURS. �, & E Firm DOWNSPOUT AVOID ALL HORIZONTAL SEAMS. 41-011 EXISTING 3 �� � 0 5 _ 0 Architects engineers Az.o sIM - DOWNSPOUT SIM Environmental ------------ Landscape Architects M/F/P TFTt T I Planners Surveyors Traffic / ' Transportation 4° I I Offices in: C) I _- I I I Florida � \ \ I I •Puerto Rico �1 � �" v \ I 9 Connecticut . Maryland I I Texas u- ��NI I -- — \ _ Q � , I I - _ Ffl TFITTFFIFIM "\- dTJ T LLL I 1H H1 I I I i i i i i :: 7FTUFFFITITIFFFFFr r K IN 'k N.1 MOTOR CONTROL PANEL 3 MOTOR CONTROL PANELS EXISTING EXISTING l � o EXTERIOR ELEVATION F I S DOWNSPOUT DOWNSPOUT • . � \ EXISTING DOOR 3 -. TO REMAIN A3.0 1/4" = 1'-0" OVERHEAD SECURITY DOOR W/ EXISTING WALL \ IMOTOR - DRIV�FOR MOUNTING AS H GHAS \` 0° STEEL ANGLE DOOR GUIDES POSSIBLE & W/ MINIMUM I — \� PROJECTION FROM WALL I - _ S/S DOOR OPENING TRIM RE: ARCH. DWGS. I i ROLLING DOOR�. NEW WALL = NEW METAL ~- �\ If\� �. I 0 PACK _ PANEL SOFFIT S/S BAG SLIDE SURFACE & SIDE SKIRTS: 10 -� �'� ,�� II = = '�. (I COILING DOOR /-- GUIDE BEYOND (n a. GA, TYPE 304 #4 FINISH. FULLY ADHERED -� \ I I \ I O \ TO 3/4" F.R. PLYWOOD SUBSTRATE -- �'-__ I I `I LU NEW _ ,' `\ PAIR SCREWED II SECURITY PAD \ METALL DOORS TO ANGLE FRAME. (I VERIFY AND FRAME II I 1/2" MIN 5 CONT. CLEAT —1„ \ - 10 GA 5/S SILL 2 x2 X3/16 STEEL ANGLE FRAME: 1 6 O.C. �� �_ „\`` COUNTER SINK -- \ � � \ NEW METAL PANEL2'-8"II MAX UNDER HOR. DECK, O.C. MAX I I AZ.o __ :• ---- _ FASTENERS m a \ SIDING - MATCH EXISTING ADJACENT BACKING VERT. DECK SUPPORTING SKIRTS. EXP. ANCHOR IN 2 LOCATIONS IN EACH OF � \ �r ` \ FINISH 3 TRANSVERSE FLOOR ANGLES I -� CONT 2X FASTEND \ _ _ _ _ II IERIFY� TO STUDS. EXTEND 4" BEYOND JAMB o \ (TYP) N_ } \ ALIGN W/ g 5 s A2.o I I I I I ' \ I FACE OF � DOOR GUIDE a) -0 (U METAL WALL EXTERIOR ELEVATION FIS I ,` I a) T r- o- 0 w o PANEL OVER r.)0 0 Q 1/2" = 1'-0" I BAGGAGE CLAIM '.\ I`-- \ I EXTERIOR TREATED 5/8" Pians Prepared By: `�' 1 PLYWOOD c. -...._................................._.............._..__...........-.. _- - _--. - - -..._....................................._..._......_..-..._.-,_.............._._._... _....._.......-------- 500 West Fult on St. --.._... __._..._..-......_.._-.-.-.._�......................--- -- ....._._......._._-_._._.__ _.__._.... ___ -- -- ---- - Sanford, FI. 32771 Ph: 407.322.6841 . • . I I Licenses: Eng. C.O.A. No. 3215 % — — — Survey L.B. No. 7143 NEW PURLIN _ Arch. Lie. No. AA2600926 n scp. Lie. o. L 0000298 FRAMING TO /� EXISTING PURLIN MATCH FRAMING $ -0" BAGGAGE SLIDE LENGTH EXISTING _ U_ OVERSIZED BAGGAGE SLIDE R SECTION BAGGAGE SLIDE DETAIL 1 4 O rr 1" = 1'-0" n O 1 3/4" I_ M Q CC _i _._........ -_ ..._...._....._..__.—— — — — — — — — — — — — — — — — — — — — — — -I\— o 0 \ �Z F 0 ¢ ' 10 GA S/S _j n w U NEW ROLL UP DOOR -- - - --._ EXISTING PURLIN ALL EXPOSED ILI zo AND FRAME _ � \ ~` �-' FRAMING TO BE SURFACES � � � 00 W OY Li_ REMOVED M OZ 0' LJ LL Q - 0 0 < 07 --�_ 3/4" PLYWOOD LU z (9 O z � � Om \ Fry– IS\ 0 O TERMINAL B CUSTOMS TERMINAL A C� DEMO WORK FOR DOORS AND NEW WALL OPENINGS WILL REQUIRE \L REMOVAL OF HORIZONTAL METAL BUILDING WALL PURLIN. GC SHALL CUT STL. ANGLE OUT AS REQUIRED. DOOR JAMBS AND WALL OPENINGS SHALL BE FRAME Sheet No. REINFORCED WITH NEW 8" STUD PURLINS PER ATTACHED DIAGRAM. WALL AND DOOR OPENING DETAIL BAGGAGE SLIDE DETAIL 2 6 ORLANDO SANFORD INTERNATIONAL AIRPORT KEY PLAN 3/4" = 1'-0" 3" = 1'-0" AV NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 3. NEW BIDS MONITOR MOUNTED TO SLOPE PLATE NEW GWB OVER NEW BIDS MONITOR MOUNTED TO SLOPE PLATE 1 DECKING - CONTRACTOR TO PROVIDE NEW DECKING - CONTRACTOR TO PROVIDE NEW NEW GWB OVER A3.1 A3.0 MONITOR, MOUNTING BRACKET, POWER AND METAL STUD SOFFIT - MONITOR, MOUNTING BRACKET, POWER AND METAL STUD SOFFIT - DATA TO LOCATION PAINTED DATA TO LOCATION PAINTED CD A31 _ NEW GWB OVER A3.1' ZL N -- CD METAL STUD SOFFIT -8" TYP cn - PAINTED 8" TYP 8" TYP _ cn I` LI—,L -Q0 I.- I T 0 Sp 0 <V N NEW SLOPE_ PLATE ' \— NEW OVERSIZE BAGGAGE NEW SLOPE PLATE — EAST WEST SECTION F' I S DROP DOOR AND STAINLESS 1 STEEL BAG SLIDE 1 14"V V v_vi 11— 1 A X I L EXISTING ROOF k 5/8" GWB TO DECK - PAINTED 5/8" DENS DECK TO DECK OVER BATT INSULATION NEW METAL PANELS TO SOFFIT NEW ACOUSTICAL CEILING TILE CEILING NEW LOAD BEARING EXTERIOR WALL NEW HOLLOW METAL DOUBLE / DOOR AND SECURITY SYSTEM / SCRAMBLE PAD - BOTH SIDES WALL SE 1/411 = 1'-0" CTION NORTH - SOUT 1 /4" = I' -U" 6" 18 GAUGE METALS STUDS @ 16" O.C. NEW SURFACE MOUNTED EXTERIOR v 1.-1-V- , . 11-1 %" ROOM U 0Cf-,*TIr1A1 CICS /i/ EXTERIOR ,DJACENT FINISH I EXISTING METAL PANEL FASCIA I I EXISTING METAL \I PANEL SOFFIT I NEW METAL SOFFIT I ' PANELS - MATCH ADJACENT EXISTING FINISH EXISTING COLUMN EXISTING EXTERIOR WALL REMOVED IN DEMOLITION PHASE CONTINUOUS STAINLESS STEEL TRIM PIECE - BOTH SIDES 4 X 12 TERRAZZO TILE BASE 12 X 12 TERRAZZO TILES 1 A3.1 CROSS BRACING !-_/\IBJ 1111Q VVIVIiflC 1 I✓ J! MD L 4 X 12 TERRAZZO TILE BASE L 2X4 FIRE RESISTANT L 2X4 FIRE RESISTANT WOOD STUDS @ 48" O.C. WOOD STUDS @ 16" O.C. SECTION AT SLOPE PLATE 1/411 = 1'-0" \— EXISTING CONCRETE SLAB www,cphcarp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas sCJ J r.1 Q r m z O O U LU W ^_1-- QZ -G SO LLI 3/4" FIRE RESISTANT 3 5/8" 20 GAUGE METAL C� z w n II II STUD FRAMING @ 24" O.C. - z O II II II SECURED TO EXISTING METAL DECK ABOVE CONTINUOUS ny < rr 0 NEW 2X2 CORNER BEADS10 ?a ry 21 CEILING GRID Z ry o �! o ❑ p 111 WOOD STUDS @ 16 O.C. �, G O ¢ F EXTEND GWB TO 6" ABOVE CEILING u- CONTINUOUS G 8'- 0" �� FINISH - CONTINUOUS - TYP - — CARPET STAINLESS STEEL FINISH 8' - 0" c i O -Q TRIM PIECE 2X4 FIRE_ RESISTANT Aso '— — — — — — —'— — — —'— — — ^ 2X4 P.T. WOOD SILL - 8" TYP 3/4�� FIRE RESISTANT PLYWOOD DECKING WOOD STUDS @ 48" O.C. o TYP C� 8"TYP i Sanford, Fl. 32771 ry Ph: 407.322.6841 U) Licenses: o )MSS L 4 X 12 TERRAZZO TILE BASE L 2X4 FIRE RESISTANT L 2X4 FIRE RESISTANT WOOD STUDS @ 48" O.C. WOOD STUDS @ 16" O.C. SECTION AT SLOPE PLATE 1/411 = 1'-0" \— EXISTING CONCRETE SLAB www,cphcarp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas sCJ J r.1 Q r m z O O U LU SLOPE PLATE DECK DETAIL 0 0 ~ 1Y , (/) o 1" = 1'-0" W ^_1-- QZ -G SO LLI 3/4" FIRE RESISTANT C� z w <r z O PLYWOOD DECKING O Q ny < rr 0 ?a ry ry-j 1W 1 2X4 FIRE RESISTANT Z ry o �! o ❑ p 111 WOOD STUDS @ 16 O.C. �, G O ¢ u- z G � c2 n U Q c i O -Q _ �'•- 2X4 FIRE_ RESISTANT WOOD STUDS @ 48" O.C. o Plans Pre ared By CPI-,' Inc. C� 500 West Fulton St. Sanford, Fl. 32771 ry Ph: 407.322.6841 U) Licenses: o )MSS Eng. C,A.A- No. 3215 \ Survey L.B. No. 7143 TERMINAL A Arch. LIc. No. AA?600926 Lndscp. LIc. No. LC0000298 U) L� U) FY z SLOPE PLATE DECK DETAIL 0 0 ~ 1Y , (/) o 1" = 1'-0" JhC�HIVJv ZjHNf UKU IN I tRNA I IONAL AIRPORT KE1� � LAN NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION W ^_1-- QZ LLI C� z w z z 0> O Q ny < rr 0 ?a ry ry-j 1W 1 ca Z ry �! : ❑ p 111 ca C) O ¢ u- os Q0 o C� ry U) g o )MSS LL \ TERMINAL A Sheet No. JhC�HIVJv ZjHNf UKU IN I tRNA I IONAL AIRPORT KE1� � LAN NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 4X4X416 GA. METAL CLIP ATTACHED TO PURLINS WIT 0.145 P.A.F. 16 GA. CONTINUOUS METAL TRACK - ATTACH STUDS WITH (1) #10 TEK SCREWS - BOTH SIDES (4) #10 TEK SCREWS - TYP SOFFIT ATTACHMENT DETAIL 1 311 = 11-0" 4X4X416 GA. METAL CLIP ATTACHED WITH (4) #10 TEK SCREWS - BOTH SIDES r-vio-rinin M1 Iml IAIC+ EXISTING Z PURLINS 6" 18 GA. METAL STUDS HORIZONTIAL @ 16" O.C. 4X4X416 GA. METAL CLIP ATTACHED WITH (4) #10 TEK SCREWS - BOTH SIDES 4X4X416 GA. METAL CLIP ATTACHED WITH (4) #10 TEK SCREWS - BOTH SIDES (4) #10 TEK SCREWS-TYP 6" 18 GA. METAL STUDS k-rj rr IV I L -i\ %J\'l\L-vvv - i I r- SOFFIT ATTACHMENT DETAIL 2 311 = 11-011 4X4X4 16 GA. METAL CLIP ATTACHED WITH (4) #10 TEK SCREWS - BOTH SIDES 6" 18 GA. METAL STUDS @ 16" O.C. 6" 18 GA. METAL STUDS VERTICAL @ 16" O.C. i'-6" )ROP CEILING INSIDE BAGGAGE BELT AREA 5/8" GYPSUM WALL BOARD - PAINTED I- >OFFIT 6" 18 GA. METAL STUDS HORIZONTIAL @ 16" O.C. www.cphc©rp.corn A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland c, Texas u W M Q w X X #10 TEK SCREWS C=) LL F- 0-3` CA �c' ` -< LU 0 CL � Q 03 u W M Q w KEIT PLAN Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION X X #10 TEK SCREWS LL F- (4) - X X / TYPICAL CA O : i LU 0 CL � Q II CV N METAL TRACK -ATTACH 6" 18 GA. METAL STUDS WITH (10) TEK SCREWS - X~@ <z < 32" O.C. BOTH SIDES % I X' z wz r- C7 QO F -o Q tz z o X CL r wU- Q) LU w = t`• p q) Fz -j—C)O WLL U > 0 ei w 0 Z © <� 0 U U)z O� 3 311 = 11-011 `f ��! ai FIS, Ll < Q U) O Plans Pre ared By : CPW Inc. 500 West Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lie. No. AA2600926 Lndscp. Lic. No. LC0000298 KEIT PLAN Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION X X #10 TEK SCREWS LL F- (4) - X X / TYPICAL O : i LU 0 CL � Q CONTINUOUS 16 GA. �,-' ti) < z Q� METAL TRACK -ATTACH 6" 18 GA. METAL STUDS WITH (10) TEK SCREWS - X~@ <z < 32" O.C. BOTH SIDES % I X' z wz Q QO F -o Q tz z o X CL r wU- 611 18 GA. METAL LU w = t`• p STUDS @ 16" O.C. i Fz -j—C)O WLL w ��Q< LL � w O(DLL < <� < <� 0 SOFFIT ATTACHMENT DETAIL 3 U)z O� 3 311 = 11-011 `f ��! ry- z O FIS, < TERMINAL B CUSTOM \ TERMINAL A LL O KEIT PLAN Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION x EDGE OF SOFFIT IS LOCATED 8" OFFSET FROM BAGGAGE BELT BELOW AROUND THE ENTIRE PERIMETER. TYPICAL G In (9 O Q T (D N 0) N r 1 _;, - --'� :1 ;•: n4gi,::wrlrew�!r�::i: - ,,, - ;I, '.•a .;, ,-. ;, v; "1, r;" ;, ;. :) a1j11 I � w j ir1rirrNe�r . 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I- _ _•_''a'`_''_- a _�__._ .- n.' -_-,a' _ _ .yr�,,'_-r _ ._ _! a ._ a. �._ ._I- .. t r s — EXISTING INTERIOR STOREFRONT GLAZING NEW ALUMINUM END CAP MULLION ON BOTH SIDES OF REMOVED GLASS MING PLAN LEGEND 6" 18 GAUGE (METAL STUD @ 16" Q.C. ®® ®®® 6" 18 GAUGE METAL STUD @ 16" O.C. WITH 6" 18 GAUGE METAL STUD BRACING @ 3211 O.C. O 6" RECESSED CAN LIGHTING - REFER TO ELECTRICAL ® FIRE SPRINKLER HEAD REMOVE EXISTING 48" SECTION OF STOREFRONT �--�\ FOR NEW OPENING .. _''. ....-- ----.-.__.._._...._~\.-----_.------ EDGE OF SOFFIT IS LOCATED 8" OFFSET FROM BAGGAGE BELT BELOW AROUND THE ENTIRE PERIMETER. TYPICAL INTERIOR, ELEVATION — STOREFRONT 1/2" = 11-01t EXISTING INTERIOR � STOREFRONT GLAZING EXISTING / COLUMN WRAP KEY PLAN TERMINAL A www.cphcorp.com A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traf#ic / Transportation \ \ ``\ 4'-0' z z —\ N ?-, / / "X' 7 / (= " W C= J -U) }V/ • � Q EDGE OF SOFFIT IS LOCATED 8" OFFSET FROM BAGGAGE BELT BELOW AROUND THE ENTIRE PERIMETER. TYPICAL INTERIOR, ELEVATION — STOREFRONT 1/2" = 11-01t EXISTING INTERIOR � STOREFRONT GLAZING EXISTING / COLUMN WRAP KEY PLAN TERMINAL A www.cphcorp.com A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traf#ic / Transportation Sheet No. X93,2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Offices in: • Florida • Puerto Rico • Connecticut • Maryland v Texas ILL Iftti T Cn E lnyy -0 (= " W C= J -U) }V/ • � Q ,a) bZ. 11 . NP � 4/ 0< I I),,`, Q I fin ❑ ❑ U Q u) ❑ { T I - >- .41'zl 5 II 500 West Fulton St. ^ co Il' Ill � Sanford, Fl. 32771 z Ph. 407.322.6841 V 0 Licenses: w Q V ( ) Z 0f^ re M® Arch. LIc. No. AA2600926 f V! 013 ,0,^ V ! 13W L ndscp. Lic. No. LC0000298 CLQ'` {r /^' �/ J a LL_ w O _Q(SJ r7, N t Sheet No. X93,2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION � ILL z Cn E lnyy -0 -} W I -- a -U) }V/ (-) , ,a) bZ. 11 . NP � 4/ 0< 1 W h ❑ ❑ U Q u) ❑ ° - z� Plans Prepared By : CPFInc. -j❑ II 500 West Fulton St. ^ co Il' Ill � Sanford, Fl. 32771 II l ll Ph. 407.322.6841 V C=•nC, Licenses: „ (�< Eng. C.O.A. No. 3215 V ( ) Survey L.B. No. 7143 M® Arch. LIc. No. AA2600926 L ndscp. Lic. No. LC0000298 Sheet No. X93,2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION ILL z F - 77> Q I -- -U) I--•°- Q w 11— O � 4/ U > O 0< 1 < re 70 w L- Z Gl.. z� -j❑ II WO LL ^ co Il' Ill � LL Q rrnn II l ll V C=•nC, Q „ (�< V ( ) Z M® 0l CLQ'` {r /^' �/ J LL_ w O Sheet No. X93,2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 1'-0" CEILING AS SCHEDULED 11-011 CEILING AS SCHEDULED 1/211 4� I 1/2" THICK CLEAR A - - �— ACRYLIC GRAPHIC N _ 3/16" DIA. AIRCRAFT CABLE PANEL WITH (P1) - PROVIDED BY ASI N SECOND SURFACE - cv PAINT. PANEL TO -egg g� Claim AS APPLIED (V2) 1��Br- VHB MOUNT. VINYL. NUMBER TO r- CORRESPOND WITH Cq-I L BAGGAGE CLAIM AREA COVER STRIP - _1 �A GRAPHIC PANEL 1/2" THICK 2" THK. CEILING SUSPENDED COVER STRIP J CLEAR ACRYLIC WITH TYP. END VIEW FRAME WITH BRUSHED LAMINATE (P1) SECOND SURFACE PAINT. FINISH (HORIZONTAL GRAIN) PANEL TO VHB MOUNT TYPICAL_ BAGGAGE CLAIM SIGN -DOUBLE SIDED 1'-011 51-01111 3' - 1111 CEILING AS SCHEDULED N rr �- ARROW AS APPLIED (V2) VINYL J— A 3/16" DIA. AIRCRAFT CABLE PROVIDED BY ASI -�� 2" THK. CEILING SUSPENDED 4 1/2" — FRAME WITH BRUSHED LAMINATE FINISH (HORIZONTAL GRAIN) ®A GRAPHIC PANEL 1/2" THICK CLEAR ACRYLIC COVER STRIP WITH (P1) SECOND SURFACE PAINT. PANEL TO VHB MOUNT. TYP. DIRECTIONAL SIGN - DOUBLE SIDED TYP. SIGNAGE ELEVATIONS & DETAILS 1 if = 1'-0" ALUMINUM EYEBOLT WITH THREADED RIV NUT 71 THICK CLEAR CRYI_IC. VHB OUNTED. 0.063" THICK ALUMINUM SHEETING WITH BRUSHED METAL LAMINATE OVERLAY BRUSHED ALUMINUM COVER STRIP 1, HRP 1000 2" ALUMINUM BODY SECTION A -A TYPICAL SIGNAGE F 3/411 •—• 11-011 i 7'- 0l SII 3/16DIA. AIRCRAFTC ABLE PROVIDED BY ASI TYPICAL FRAMING ELEVATION N Nt r HRP 1000 2" ALUMINUM BODY WITH 0.063" THICK ALUM. SHEETING AND 0.035" THICK BRUSHED METAL LAMINATE. 7'-0" 1'-7" 3'-101/2" o 4 TYPICAL FRAMING PLAN VIEW INA.MING & MOUNTING DETAILS B/CEILING +91-0. AL B/SOFFIT NEW DROPPED SOFFIT - REFER TO Al.1 0'-01, FINISH FLOOR COORDINATE SIGN LOCATION WITH NEW TROFFER LIGHTING. SEE LIGHTING PLANS. CENTER SIGN IN ACOUSTICAL_ CEILING TROFFER d � II II II _ II 1 /2" LE EQUAL TYPICAL DIRECTIONAL SIGN. SEE DETAILS THIS O SHEET. BOTTOM OF SIGN U) TO BE T-6" AFF. MIN. h 0 l i� II �� r7 =cam = — EQUAL NEW DROPPED 'f SOFFIT - REFER - TO Al. 1 TYPICAL BAGGAGE CLAIM SIGN. SEE DETAILS THIS SHEET. BOTTOM OF SIGN TO BE 6'-0" MAX. EXISTING BAGGAGE BELT SIGNAGE ELEVATIONS @ BAGGAGE CLAIM 1/2" = 1'-011 9 1/2" 0 1 1 X I I 1 0 NEW DROPPED SOFFIT. REFER TO A1.1 • NEW DIRECTIONAL SIGN CENTER DIRECTIONAL_ SIGN ON EXIT HALLWAY AS SHOWN. COORDINATE LOCATION WITH LIGHTING PLANS. • 0 '-6" MIN. FINISH FLOOR a'-olf FINISH FLOOR �pliv www.cphcorp.com A Full Service NEW BAGGAGE CLAIM AREA SIGNAGE. CENTER SIGN ON NEW DROPPED SOFFIT. Landscape Architects M/E/P Planners Surveyors Traffic / 2 Transportation Offices in: • Florida • Puerto Rico • Connecticut L' -ti v, i . • Texas Z, )Lf 4 :IL ' .ri' - y�•' •' - 1 ,4 - - 1' a, � t1 •t - IL Off- — '' 25 K )1fI •l 1 _ - - _ •i rl , 'vY I � a 9 1/2" 0 1 1 X I I 1 0 NEW DROPPED SOFFIT. REFER TO A1.1 • NEW DIRECTIONAL SIGN CENTER DIRECTIONAL_ SIGN ON EXIT HALLWAY AS SHOWN. COORDINATE LOCATION WITH LIGHTING PLANS. • 0 '-6" MIN. FINISH FLOOR a'-olf FINISH FLOOR �pliv www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas Q < m to z M O V LU NEW BAGGAGE CLAIM AREA SIGNAGE. CENTER SIGN ON NEW DROPPED SOFFIT. m 5 � _ Q Q Q _ _ J � r � 7 C7 rt 'f. L• + Y— i• 9 •' 7 70 C r• 33 •L i S1 r., is 1•l.r T, •i ' a• V W _o _ U W tr _ N ;4 Q) W ,•{ r 1l •H ••rY 1 1 , f c� LL� _ Ui L � - •4 U - a, _ -1 � •t .� - IJ _ c!� O - Q -7 ,�t• nS (. `1. 11. Plans Pre ared B --` y 24 9 � I-� Inc. 1. - - �•>'. � ;': ; - 500 West Fulton St. .ji• _ Y - - Sanford, - r• •rFL 32771 L - - - - - - Ph: 407.322.68 41 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Llc. No, AA2600926 L ndscp. Lic. No. L C0000298 Cn 0 L% 7 0 1-- U Q U) o a ® ¢z Q W LL Z W z O >O Q Q0 zFy 0- HO � U- M Z� ENLARGED RCP BAGGAGE CLAIM SIGNAGE Uj�W00 — LY_ L- / 114" = 1'-011 �[ ®Co 0z fY, W NORTH 0 Q Z LL O� ® o \\FIS\ --i TERMINAL B CUSTOMS TERMINAL A Q Sheet No. ORLANDO SANFORD INTERNATIONAL AIRPORT14m 11 KEY PLAN NOTE: THE SCAL E OF THESE PLANS MAY F-IAVE CHANGED DUE TO REPRODUCTIOI EXISTING; MFTAI PANFI WAL FLAK PRO- STEE SECT. 5/8" GYPSUM WALL BOARD - PAINTED - PATCH TO MATCH EXISTING INSTALL NEW PURLIN FOR ROLL UP DOOR ATTACHMENT 5" BATT INSULATION METAL BUILDING WALL NEW 8" METAL PURLIN HEADER WRAP CONTINUOUS SEALANT 4" CONTINUOUS STAINLESS STEEL TRIM PIECE JBLIC SIDE _BAGGAGE CLAIM ROLL UP DOOR HEAD 3" = 1'-0" SECURIT METAL PANEL DOUBLE METAL PURLIN JAMB HEADPLATE BEYOND ROLL UP DOOR CONTINUOUS METAL STUD RUNNER EXTERIOR METAL PANEL CEILING PRESSURE TREATED 5/8" THICK PLYWOOD SHEATHING METAL PANELS BY "MSCI" - MATCH ADJACENT STYLE AND FINISH W 0 I-- LU W LLW W ry O BAGGAGE BELT ROLL UP DOOR JAMB 3" = 1'-0" BAGGAGE GUARD ROLL UP DOOR OVERHEAD DOOR JAMB STAINLESS STEEL TRIM BAGGAGE CONVEYOR BELT BAGGAGE BELT ROLL UP DOOR THRESHOLD 3" = 1'-0" PRESSURE TREATED 5/8" A Full Service THICK PLYWOOD Code SHEATHING 5" BATT I INSULATION AB _ METAL PANELS BY "MSCI" - 5/8" GWB - PAINTED MATCH ADJACENT STYLE S Slim Cover AND FINISH CONTINUOUS _ SEALANT BF Barrier Free 4" CONTINUOUS National Guard STAINLESS STEEL HC Hurricane Code Device METAL TRIM Precision C SIDE WELDED TO EXISTING BAGGAGE BELT ROLL UP DOOR JAMB 3" = 1'-0" BAGGAGE GUARD ROLL UP DOOR OVERHEAD DOOR JAMB STAINLESS STEEL TRIM BAGGAGE CONVEYOR BELT BAGGAGE BELT ROLL UP DOOR THRESHOLD 3" = 1'-0" WV METAL DECK 6" BATT INSULATION 5/8" GYPSUM WALLBOARD 2X2 ACOUSTICAL CEILING CEILING HEIGHT 1 1/2" CHANNEL STIFFENER - EXTEND 4'-0" MIN EA SIDE, OR TO PARTITION CORNER PUNCH STUD WEBS FOR CHANNEL & TIE SECURELY DOUBLE 6" METAL STUD HEADER 7'-2" — — — — — CUT & BEND RUNNER TOP OF FRAME SCREW TO DOUBLE STUD ENDS HOLLOW METAL FRAME REFER TO PARTITION TYPE FOR THROAT DIMENSION REFER TO DOOR SCHEDULE FOR SIZE & TYPE INTERIOR DOOR HEAD DETAIL 3" = 1'-0" GYPSUM WALLBOARD METAL STUD FRAMING DOUBLE 6" STUD AT JAMB CUT & BEND RUNNER SCREW TO DOUBLE STUD ENDS HOLLOW METAL FRAME REFER TO PARTITION TYPE FOR THROAT DIMENSION REFER TO DOOR SCHEDULE FOR SIZE & TYPE INTERIOR DOOR JAMB DETAIL 3" - 1'-0" EXISTING RAIN LEADER TO REM/ EXISTING INTERIOR WALL COLUMN 3/4" = 1'-0" Manufacturer List Finish List A Full Service Option List Code Name ABH Manufacturing Inc. Code Description I Code Description R Full Size Rounded Plastic Cover AB _ - 1 CARD S Slim Cover BY By Others _ WV METAL DECK 6" BATT INSULATION 5/8" GYPSUM WALLBOARD 2X2 ACOUSTICAL CEILING CEILING HEIGHT 1 1/2" CHANNEL STIFFENER - EXTEND 4'-0" MIN EA SIDE, OR TO PARTITION CORNER PUNCH STUD WEBS FOR CHANNEL & TIE SECURELY DOUBLE 6" METAL STUD HEADER 7'-2" — — — — — CUT & BEND RUNNER TOP OF FRAME SCREW TO DOUBLE STUD ENDS HOLLOW METAL FRAME REFER TO PARTITION TYPE FOR THROAT DIMENSION REFER TO DOOR SCHEDULE FOR SIZE & TYPE INTERIOR DOOR HEAD DETAIL 3" = 1'-0" GYPSUM WALLBOARD METAL STUD FRAMING DOUBLE 6" STUD AT JAMB CUT & BEND RUNNER SCREW TO DOUBLE STUD ENDS HOLLOW METAL FRAME REFER TO PARTITION TYPE FOR THROAT DIMENSION REFER TO DOOR SCHEDULE FOR SIZE & TYPE INTERIOR DOOR JAMB DETAIL 3" - 1'-0" EXISTING RAIN LEADER TO REM/ EXISTING INTERIOR WALL COLUMN 3/4" = 1'-0" Manufacturer List Finish List A Full Service Option List Code Name ABH Manufacturing Inc. Code Description Details Code Description R Full Size Rounded Plastic Cover AB BE Best Access Systems AL Aluminum CARD S Slim Cover BY By Others 626 Satin Chromium Plated BF Barrier Free NA National Guard 630 Satin Stainless Steel HC Hurricane Code Device PR Precision 689 Alurninum Painted WELDED TO EXISTING LC Less SFIC Cylinder SH Stanley Commercial Hardware US26D Chromium Plated, Dull RM For Rim Device ST Stanley U332D Stainless Steel, Dull B4E BEVELED 4 EDGES - KICK PLATES TR Trimco Finish - Puerto Ricl NRP NON REMOVABLE PIN STD/HEAVY WT HINGE - Connectic t PH2 for Precision 2000 series device • Texas 4785 4 7/8" ANSI Strike Plans Prepared By GPIInc. G-MTG "G" BTB MTG (SHOULDER BOLT) - QTY. OF 2 500 West Fulton St. FIS03A BAGGAGE CLAIM (2) 3'-0" C -SUNK HOLES COUNTER SINKING OF KICK and MOP PLATES 1 3/4" NOTE: ALL LOCKING AND PASSAGE SETS SHALL BE BEST 9K SERIES OR EQUAL SET #1 AUTHORIZED PERSONNEL 4/A5.0 5/A5.0 Eng. C.O.A. No. 3215 6 Hinges FBB179 41/2 X 4 1/2 US26D ST 1 Lockset QCL151 M 478S LC 626 BE 1 Cormax Core 1CM-7MJ12 626 BE H 2 Floor Stop 1211 626 TR 2 Door Closers QDC111 BF R '689 SH 1 3/4" 2 Exit Devices QED125 626 ST 1/A5.0 1 Door Coordinator 3/A5.0 STEEL PREFINISHED REMOTE DOOR REQUIRES ELECTRONIC SECURITY CARD READER � SET #2 Z a 3 Hinges FBB179 41/2 X 4 1/2 US26D ST 1 Passage Set QCL130 M 478S 626 BE NEW BAGGAGE BELT www.cphcorp•com EXISTING WALL INSULATION 4" CONTINUOUS STAINLESS STEEL TRIM AROUND OPENING DOOR SCHEDULE FIS CUSTOMS A Full Service NEW ROLL UP Door A & E Firm DOOR HOOD Details Architects ABOVE Engineers CARD Environmental Landscape Architects M/E/P NEW VERTICAL DOOR Planners JAMB PURLIN - Surveyors WELDED TO EXISTING Room Name Traffic / HORIZONTAL PURLINS Thickness Transportation Door Finish READER Offices in: EXISTING METAL WALL Jamb - Florida PANEL Finish - Puerto Ricl Comments - Connectic t - Marylan • Texas Plans Prepared By GPIInc. EXISTING WALL INSULATION 4" CONTINUOUS STAINLESS STEEL TRIM AROUND OPENING DOOR SCHEDULE FIS CUSTOMS M Door Size Door 6 C O Details Frame CARD Door Door # Room Name Width Height Thickness Material Door Finish READER Label Head Jamb Threshold Material Finish Hardware Set Comments 0 Plans Prepared By GPIInc. 500 West Fulton St. FIS03A BAGGAGE CLAIM (2) 3'-0" 71-01' 1 3/4" HOLLOW METAL PAINT YES AUTHORIZED PERSONNEL 4/A5.0 5/A5.0 Eng. C.O.A. No. 3215 HOLLOW METAL PAINT 1 INSTALL NEW SCRAMBLE PAD HARDWARE Arch. Lie. No. AA2600926 Lndscp. Lie. No. LC0000298 U7 ONLY H F- FIS03B BAGGAGE CLAIM 5' - 0" 4' - 0" 1 3/4" STEEL PREFINISHF_D YES N/A 1/A5.0 2/A5.0 3/A5.0 STEEL PREFINISHED REMOTE DOOR ROLL UP DOOR - BY BAGGAGE BELT Q � Z a O_> ~�Q0" o¢ IZ OPERATOR BY SUPPLIER - INSTALL DRAFT CURTAIN —Z) F— z � Z� �O', 2 ❑ m oQ co t!) O (D BAGGAGE SYSTEM Z (5O O z ❑ WQ O op SUPPLIER O FI303C BAGGAGE CLAIM 7' - 0" 4' - 0" 1 3/4" STEEL PREFINISHF_D YES OVERSIZED 1/A5.0 2/A5.0 3/A5.0 STEEL PREFINISHED REMOTE DOOR ROLL UP DOOR - BY BAGGAGE BELT BAGGAGE OPERATOR BY SUPPLIER DROP BAGGAGE SYSTEM �4' SUPPLIER FI303D BAGGAGE CLAIM - 0" 4' - 0" 1 3/4" STEEL PREFINISHED YES N/A 1/A5.0 2/A5.0 3/A5.0 STEEL PREFINISHED REMOTE DOOR ROLL UP DOOR - BY BAGGAGE BELT OPERATOR BY SUPPLIER - INSTALL DRAFT CURTAIN BAGGAGE SYSTEM SUPPLIER FIS03E . BAGGAGE SCREENING 3' - 0" 4' - 0" 1 3/4" WOOD PAINT NO N/A N/A HOLLOW METAL PAINT 2 FIS03F BAGGAGE SCREENING 3' - 0" 41-011 1 3/4" WOOD PAINT NO N/A N/A HOLLOW METAL PAINT 2 r M Z 0 1-=- (n n Z W s r Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TU REPRODUCTION M Co Q7 -SiN 6 C O � 8 (� J C:Y 0 Plans Prepared By GPIInc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lie. No. AA2600926 Lndscp. Lie. No. LC0000298 U7 H F- O I-- �� fY O �( 7 WUj Q � Z a O_> ~�Q0" o¢ IZ Z 73 wo —Z) F— z � Z� �O', 2 ❑ m oQ co t!) O (D ¢ Z (5O O z ❑ WQ O op Q O O Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TU REPRODUCTION INTER1011 FI-IVI I E CARPET c1 MFG: SHAW STYLE: LEGACY -WISDOM COLOR: TBD BASE 131 MFG: ROPPE SIZE: 4" COLOR: TBD TERRAZZO TILE_ Z1 MFG: THE STONEHARD GROUP SIZE: 12" X 12" COLOR: TBD Z2 MFG: THE STONEHARD GROUP SIZE: 12" X 12" COLOR: TBD ?3 MFG: THE STONEHARD GROUP SIZE: 12" X 12" COLOR: TBD SEALED CONCRETE sc MFG: TBD STAIN: GREY CEILINGS L1 CEILINGS THROUGHOUT UNLESS OTHERWISE NOTED MFG: TBD STYLE: TBD COI_OR:TBD L2 GYPSUM BOARD SOFFITS REFER TO PAINT COLOR FINISH LEGEND ROOM NAME_ FLOOR BASE WALL FINISHES CEILING H; North Finish CARPET South Finish TERRAZZO TILE FIS -01 CORRIDOR FRIT7_ TILE VINYL TERRAZZO TILE ACCENT INTERIOR PAINT P1 ALL WALLS UNLESS NOTED OTHERWISE MFG: SHERWIN WILLIAMS COLOR: TBD FINISH: EGGSHELL Pz DOORS & FRAMES MFG: SHERWIN WILLIAMS COLOR: TBD FINISH: SEMI -GLOSS 9- CEILING PAINT MFG: SHERWIN WILLIAMS COLOR: TBD FINISH: FLAT P4 EXISTING FRP PANELS MFG: SHERWIN WILLIAMS TYPE: WATER BASE EPDXY COLOR:TBD FINISH: EGGSHELL EXISTING FRP TO BE SANDED AND CLEANED THOROUGHLY PRIOR TO APPLICATION OF BONDING PRIMER, 1 COAT SMOOTH TUFF SURFACE, TEXTURE WITH SPLATTERED ORANGE PEEL AND 2 COATS OF PAINT. REFER TO SPECIFICATIONS. COLUMN COVERS cc MFG: CORDON PRODUCT: SQUARE COLUMN ENCLOSURE FINISH: TEXTURED STAINLESS STEEL TYPICAL AT ALL COLUMNS FLOOR TO CEILING WALL CAP Ee MFG: DUPONT PRODUCT: CORIAN SOLID SURFACE COL OR: TBD t - TERRAZZO TILE a. ACCENT SEALED CONCRETE AREA NOT IN CONTRACT FLOOR FINISH TRANSITION FLOOR TILE INSTALLATION NOTES: 1. ALL CONCRETE FLOORS MUST BE TESTED FOR MOISTURE AND PH PRIOR TO INSTALLATION. 2. REFER TO SPECIFICATIONS FOR MOISTURE AND PH LEVEL TOLERANCES. 3. SUBSTRATE MUST BE FLAT WITHIN THE EQUIVALENT OF 1/8" IN 10'-0" 4. SUBSTRATE MUST BE FREE OF ADHESIVE, SEALERS, PAINT, COATINGS, FINISHES, DIRT, FILM -FORMING CURING COMPOUNDS, OR OTHER SUBSTANCES THAT MAY AFFECT THE ADHESION OF THE FLOORING. 5, 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. 6. DO NOT INSTALL FLOOR TILE BEFORE ALL OTHER TRADES ARE FINISHED. 7. CLOSE SPACES TO TRAFFIC 12 HOURS BEFORE INSTALLATION AND 24 1481 IRIQ APTPP INI0,TAI I ATIC)NI 1.0, MRAPl PTF SCHLUTER RENO -TK TRANSITION STRIP MASTIC BED a TILE TO CARPET TRANSITION 3„ = 1'-0" KEY NOTESrc7orhi I � D CARPET TO EXTEND UNDER EXISTING EQUIPMENT INCLUDE TERAZZO FLOORING UNDER INFORMATION DESK, Fil TZ2 TO EXTEND 18" UNDER BAGGAGE CLAIM, TYPICAL. 0 EXTEND TZ3 UNDER BAGGAGE SLIDE. O O O O O O O O O O O O O O O O O O O E1\ O 00 00 O (/0 O O O O O 0 O O O O O 0 O O O O O U O O O O O 0 O O O O O O O O O O O O O O C, O O O O O O C-) O O O O O O 0 FINISH SCHEDULE - F.I.S. - FIRST FLOOR RM. NO. ROOM NAME_ FLOOR BASE WALL FINISHES CEILING NOTES North Finish East Finish South Finish West Finish FIS -01 CORRIDOR FRIT7_ TILE VINYL PAINT PAINT N/A N/A N/A EXISTING CEILING TO REMAIN FIS -02 FIS SPACE CARPET VINYL PAINT PAINT PAINT PAINT N/A EXISTING CEILING TO REMAIN FIS -03 BAGGAGE CLAIM FRITZ TILE VINYL PAINT PAINT PAINT PAINT CEILING PANELS / GYP.BD,SOFFITS FIS -04 BAGGAGE SCREENING CARPET VINYL PAINT N/A PAINT PAINT N/A EXISTING CEILING TO REMAIN FIS -05 RCC - Lndscp. Lic. No, LC0000298 U) ALL EXISTING FIINSHES TO REMAIN FIS --06 TECH - I -- ALL EXISTING FIINSHES TO REMAIN FIS -07 WOMEN'S - O F- U) ALL EXISTING FIINSHES TO REMAIN FIS -08 JANITOR - J W < U) w ALL EXISTING FIINSHES TO REMAIN FIS -09 MEN'S - 0>O< U_ O ALL EXISTING FIINSHES TO REMAIN FIS -10 BAGGAGE STORAGE - CL p p! ALL EXISTING FIINSHES TO REMAIN FIS -11 SAA STORAGE SEALED CONCRETE VINYL PAINT PAINT PAINT PAINT N/A EXISTING CEILING TO REMAIN FIS -12 _ EMERGENCY ELECTRICAL ROOM 00 Q� .z FIS -13 IT _ o Q� U) FIS -14 SECURITY EXIT W OM Q o GENERAL NOTESSS �AOOAO 1. REEFER TO CEILING PLANS FOR CEILING FINISH LOCATION. I- 2. 2. INTERIOR FINISHES THROUGHOUT SPACE SHALT_ COMPLY WITH BUILDING CODE FOR MINIMUM FLAME SPREAD. ANY FINISH THAT IS NON-COMPLIANT SHALL BE SUBMITTED TO THE ARCHITECT FOR RE -SELECTION. 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/REPAIR ALL EXISTING WALLS TO LIKE NEW CONDITION 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 IN BAGGAGE CLAIM AREA TO BE PAINTED TO MATCH ADJACENT UPPER WALL FINISH. PAINT SHALL BE APPLIED TO ROOM SIDE ONLY. E BELT FINISH PLAN enl ® e a w KEY PLAN H TERMINAL A www.cpheorp.com A Full Service A& E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico * Connecticut e Maryland • Texas RL z 0 z 0 Uj N C) z w Q Q * IN g � ,tell (�CL U 0 U 0 _ Plans Prepared By CPU, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6541 Licenses: Eng. C.O-A No, 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No, LC0000298 U) LL I -- O F- U) QZ � J W < U) w Z 0>O< U_ O Q < 0� CL p p! w LL 1�9 F- z o t� = W W �Q ®W OQLL 00 Q� .z o Q� U) (/) < Z W OM Q o Q J O Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Fe Irg 4" SCH. 80 (MIN.) STEEL PIPE OUTER SLEEVE WELDED TO HORIZONTAL CROSS MEMBERS ONLY 5" SCH. 80 (MIN.) STEEL PIPE POST MIN. (4) 3/4" DIA. x 7" ADHESIVE TYPE BOLTS WITH EPCON ADHESIVE OR EQUAL AT EACI BASE PLATE (TYP. OF 4) 4" SCH. 80 (MIN.) STEEL DNTINUOUS BUTT WELDS ROUND SMOOTH (TYP) ITERNAL SPLICE DNNECTOR PLATES (TYP) DNTINUOUS FILLET WELD ROUND SMOOTH kSE PLATE_ IIM AND FILL WITH NON -IRINK GROUT AS REQUIRED FLOOR SUPPORT ANCHORING ®ETAIL1 1 N.T.S. NOTE: 8'-0" O.C. MAX. (TYP.) AND 6" FROM ENDS a T 4 6" 1'-0" BASE PLATE ®ETAILI (V N.T.S. 5" SCH. STEEL F STEEL ( STEEL GUSSET 7/8" DIA. HOLES (TYP. OF 4) 12"x12"x5/8" STEEL BASE PLATE 5" SCH. 80 STEEL PIPE 4" O.D. x 3/8" (MIN.) L TUBE RAIL SUPPORT ANCHORING UETAILI N.T.S. 1NUOUS FILLET ►GROUND )TH H. 80 (MIN.) STEEL PIPE ►ED TO HORIZONTAL ;S MEMBER ONLY PLATE AND FILL WITH QUICKRETE SHRINK GROUT OR EQUAL FOR -ING PURPOSES AS REQUIRED. �pin`7 www.cphcorp,com A Full Servi FIRE PROTECTION GENERAL NOTES 1. FIRE PROTECTION SYSTEM SHALL COMPLY WITH THE LATEST EDITION OF NFPA # 12A, 13, 23. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING HEIGHTS IN EACH AREA. 14, 15, 24, 25, 70, 72, 75, & 101, LOCAL FIRE MARSHALS OFFICE, OWNERS INSURANCE CARRIER, ALL APPLICABLE STATE, LOCAL AND FEDERAL CODES AND REGULATIONS AND ANY OTHER 24. WET SYSTEM PIPING SHALL BE INSTALLED LEVEL TO DRAIN BACK TO THE SYSTEM RISER, AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. THIS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA #13, 4-14.3.2. TRAPPED SECTIONS OF PIPING SHALL HAVE BY A STATE OF FLORIDA CERTIFIED FIRE PROTECTION CONTRACTOR SKILLED AND LICENSED AUXILIARY DRAIN CONNECTIONS IN ACCORDANCE WITH 4-14.3.5 IN THIS PARTICULAR TRADE. 2. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND HYDRAULIC CALCULATIONS FOR APPROVAL BY THE AUTHORITIES HAVING JURISDICTION AND ENGINEER PRIOR TO COMMENCEMENT OF ANY WORK. THE DOCUMENTS SHALL BE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THESE DRAWINGS AND SPECIFICATIONS AND ALL APPLICABLE CODES ADOPTED BY THE STATE OF FLORIDA. 3. THE CONTRACTOR SHALL CONDUCT A HYDRANT FLOW TEST, WHICH SHALL BE THE BASIS FOR THE HYDRAULIC CALCULATIONS. CONTRACTOR SHALL EVALUATE THE WATER SUPPLY FOR EVIDENCE OF MICROBIAL INDUCED CORROSION (MIC) AND INCORPORATE ANY PREVENTIVE MEASURES AS REQUIRED, 4. THE CONTRACTOR SHALL PROVIDE ALL PERMITS, MATERIAL, LABOR, TRUCKING, HOISTING, ENGINEERING, SCAFFOLDING, POWER HOOK UPS, PROTECTION, SHOP DRAWINGS, TAXES, LAYOUT, EQUIPMENT, SUPERVISION, INSURANCE, ETC. NECESSARY FOR THE FURNISHING AND INSTALLATION OF ALL SPECIFIED AND RELATED WORK IN ACCORDANCE WITH THE CONTACT DRAWINGS AND SPECIFICATIONS. 5. THIS CONTRACTOR SHALL OBTAIN FINAL INSPECTION AND APPROVAL BY LOCAL FIRE DEPARTMENT, BLDG. DEPT., OWNERS INSURANCE CARRIER AND ARCHITECT/ENGINEER. 6. PROVIDE DETAIL AND INDICATE TYPE OF HANGERS TO BE INSTALLED FOR SPRINKLER PIPING. METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. ALL HANGERS ON 4" PIPE AND LARGER SHALL BE CLEVIS-TYPE HANGERS. HANGERS SHALL NOT INTERFERE WITH ANY OTHER TRADE. POWDER DRIVEN STUDS SHALL NOT BE USED. ALL PIPING SUPPORTS AND HANGERS SHALL BE CORROSION RESISTANT, SIZED AND SPACED IN ACCORDANCE WITH NFPA #13. 7. BEFORE SUBMITTING PROPOSAL OR BID, EXAMINE ALL DRAWINGS AND SPECIFICATIONS RELATING TO THIS PROJECT, THE AMOUNT OF SPACE AVAILABLE FOR PIPING, EQUIPMENT AND CONNECTING SERVICES, THE SCOPE OF SITE OF THE WORK, THE REQUIREMENTS TO CORRELATE THE FIRE PROTECTION WORK WITH THAT OF OTHER TRADES AND THE TIME SCHEDULE NECESSARY TO PERFORM THAT WORK. CONTRACTOR SHALL VISIT THE SITE TO CHECK AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING TO INSURE THE COORDINATION OF THE FIRE SERVICES WITH EXISTING CONDITIONS. IN CASE OF DISPUTE OR DOUBT AS TO INTENT OF DRAWINGS OR SPECIFICATIONS, OBTAIN ARCHITECT/ENGINEER'S WRITTEN DECISION BEFORE PROCEEDING WITH BID OR WORK INVOLVED. 8. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS, OTHER ENGINEERING PLANS, THE ARCHITECTURAL PLANS AND/OR FIELD CONDITIONS PRIOR TO FINAL BID PRICE OR FINAL PERMITTING. 9. INDICATE CENTER TO CENTER DIMENSIONS AND/OR PIPE CUT LENGTHS AND NOMINAL PIPE DIAMETERS ON ALL PIPING, INDICATE PIPE TYPE, SCHEDULE OF WALL THICKNESS AND METHOD OF JOINING ON SHOP DRAWING. 10. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS SHALL BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER. 11. VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND AVOID AN/ALL OBSTRUCTIONS OR INTERFERENCES WITH FIRE PROTECTION PIPE ROUTING. 12. ALL MATERIALS, WHERE APPLICABLE, SHALL BE U.L. LISTED AND FACTORY MUTUAL APPROVED FOR USE IN AUTOMATIC SPRINKLER SYSTEMS. ALL NEW PIPING SHALL BE HYDROSTATICALLY TESTED FOR TWO HOURS IN ACCORDANCE WITH NFPA #13. HYDROSTATIC TEST PRESSURE SHALL BE 200 PSI. 13. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, FLOORS, ROOFS, ETC., FLASH AND COUNTERFLASH ROOF PENETRATIONS. (SEE FIRE RATED PIPE PENETRATION DETAILS ON ARCHITECTURAL SHEETS). 14. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES TO AVOID DUCTWORK, LIGHTING, PIPING AND ANY BUILDING STRUCTURE, ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN CHASES OR CONCEALED WITHIN WALLS. 15. WEL D -O -LETS SHALL BE TWO SIZES SMALLER THAN CROSSMAIN, NO LENGTH OF CROSSMAIN SHALL BE GREATER THAN 10'-0". ALL SPRINKLER PIPING & FITTINGS SHALL BE INSTALLED ABSOLUTELY RUST -FREE. 16. ALL SPRINKLER DROPS SHALL BE V SCHEDULE 40 BLACK STEEL PIPE WITH V X 2" THREADED REDUCER. 17. PIPE SHALL BE REAMED AND CLEANED BEFORE ASSEMBLY, AND AFTER ASSEMBLY THE ENTIRE PIPING SYSTEM SHALL BE FLUSHED CLEAN. 18. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. 19. PROVIDE SYSTEM(S) WITH FLUSHING CONNECTION(S). 20. INSPECTOR'S TEST VALVE SHALL NOT EXCEED 7 FEET ABOVE THE FINISHED FLOOR. PROVIDE SMOOTH BORE CORROSION RESISTANT OUTLET FOR INSPECTOR'S TEST GIVING FLOW EQUIVALENT TO 1 SPRINKLER. 21 _ THIS CONTRACTOR SHALL ASSIST IN PREPARATION OF COORDINATION DRAWINGS FOR ALL LEVELS WHICH INDICATE ALL THE ENGINEERING DISCIPLINES & FIRE PROTECTION PIPING. 22. FIRE SPRINKLER PIPING SHALL NOT TRAVEL OVER THE TOPS OF ELECTRICAL PANEL BOARDS. s z 25. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF FUSIBLE ELEMENTS SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. ALL SPRINKLERS SHALL HAVE CORROSIVE RESISTANT COATING WHERE EXPOSED TO ELEMENTS. 26. SPRINKLERS SHALL COVER THE ENTIRE AREA OF ALL STRUCTURAL MEMBERS. THE SPRAY PATTERN ON ANY SPRINKLER SHALL NOT BE BLOCKED BY WALL, PARTITIONS OR STRUCTURAL COMPONENTS. 27, ALL PENDENT SPRINKLERS SHALL BE CENTER OF TILE, UNLESS MAXIMUM DISTANCES FROM WALLS OR BETWEEN HEADS IS EXCEEDED. IF NOT POSSIBLE ALL SPRINKLER HEADS MOUNTED IN CEILING SHALL BE LOCATED A MINIMUM OF 4" AWAY FROM ANY WALLS, CEILING GRID MEMBERS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL INTERSECTING STRUCTURAL SURFACE. 28. PROVIDE STOCK OF EXTRA SPRINKLERS IN ACCORDANCE WITH N.F.P.A. # 13. 29. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED DUCTWORK 4 FEET OR WIDER. 30. PROVIDE HAZARD COVERAGE FOR THE FUNCTIONS FOR EACH AREA AS INDICATED ON PLANS OR REQUIRED BY NFPA. 31. INDICATE THE LOCATION AND SIZE OF BLIND SPACES AND CLOSETS. 32. PROVIDE HEAD GUARDS ON SPRINKLER HEADS IN ELECTRIC, TELEPHONE, AND MECHANICAL ROOMS. 33. SPRINKLER HEADS SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE MANUFACTURES GUILD LINES. 34. CONTRACTOR SHALL PERFORM A HYDROSTATIC TEST OF THE SPRINKLER SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13. NOTIFY THE ARCHITECT, ENGINEER, OWNER AND UNDERWRITER PRIOR TO PERFORMING THE TEST WHO, AT THEIR OPTION, MAY DESIRE TO WITNESS THE TEST. TEST SHALL BE SATISFACTORY TO THE ARCHITECT, ENGINEER, OWNER, UNDERWRITER OR AUTHORITIES HAVING JURISDICTION. AFTER TESTING HAS BEEN COMPLETED, ALL VALVES SHALL BE LEFT IN THEIR RESPECTIVE NORMAL POSITIONS, AND THE OWNER AND HIS DULY APPOINTED REPRESENTATIVE SHALL BE INSTRUCTED IN THE CARE, OPERATION AND MAINTENANCE OF THE ENTIRE SYSTEM. ALL MATERIAL AND TEST CERTIFICATE SHALL BE COMPLETED AND TURN OVER TO THE OWNER'S REPRESENTATIVE AT THAT TIME. 35. FLUSHING CONNECTIONS TO BE PROVIDED AT REMOTE ENDS OF ALL CROSS MAINS. 36. PROJECT SPECIFICATIONS TAKE PRECEDENT OVER PLANS. 37. VERIFY UNDERGROUND FIRE MAIN LOCATIONS WITH PROJECT SITE PLAN. 38. UNFORESEEN CONDITIONS MAY EXIST. COOPERATION WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT MAY BE NECESSARY. IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. 39. THE CONTRACTOR WILL INSTALL A FIRE SAFETY PROGRAM TO ADDRESS ALL THE REQUIREMENTS SPECIFIED IN THE FLORIDA FIRE PREVENTION CODE, INCLUDING NFPA 241. THIS PROGRAM SHALL BE EFFECTIVE FOR THE DURATION OF ALL DEMOLITION, ALTERATION AND CONSTRUCTION OPERATIONS. 40. WORK SHALL BE PERFORMED, IN STRICT COMPLIANCE WITH THE ESTABLISHED WORK SCHEDULE BEING SET FORTH BY OWNER. COORDINATE ALL WORK WITH GENERAL CONTRACTOR. THIS CONTRACTOR SHALL FURNISH ADEQUATE FORCES, CONSTRUCTION PLANT AND EQUIPMENT, AND SHALL WORK SUCH HOURS, INCLUDING NIGHT SHIFTS, OVERTIME OPERATIONS, SUNDAYS AND HOLIDAYS IN ACCORDANCE WITH THE OWNER'S OPERATIONAL SCHEDULE AS LISTED IN DIVISION 1 OF THE SPECIFICATIONS. IF THE CONTRACTOR DOES NOT MAINTAIN THE CONSTRUCTION SCHEDULE BECAUSE OF INADEQUATE FORCES, SUPERVISION OR ANY OTHER REASON UNDER THE CONTRACTOR'S CONTROL, THE OWNER MAY REQUIRE THE CONTRACTOR TO INCREASE THE NUMBER OF SHIFTS AND/OR OVERTIME OPERATIONS, DAY OF WORK AND/OR THE AMOUNT OF CONSTRUCTION PLANT, AT NO ADDITIONAL COST TO THE OWNER UNDER THIS CONTRACT. FAILURE TO MAINTAIN THE CONSTRUCTION SCHEDULE DUE TO OWNER'S OPERATIONAL INTERFERENCE'S, WHICH WERE NOT IDENTIFIED IN OR PRIOR TO THE PRE-BID CONFERENCE, SHALL NOT BE THE CONTRACTOR'S LIABILITY. 40. THE EXISTING FIRE SPRINKLER SYSTEM SHALL REMAIN IN OPERATION DURING THE CONSTRUCTION PHASE OR PROVIDE A FIRE WATCH 24-HOUR / 7 -DAYS A WEEK PER THE AHJ REQUIREMENTS. HYDRAULIC DESIGN DATA OCCUPANCY CLASSIFICATION LIGHT HAZARD DESIGN AREAS A) OFFICES AND SIMILAR USE SPACE, RESTROOMS, 1. AND CORRIDORS, MAXIMUM COVERAGE 225 SQ. FT. PER SPRINKLER TEMPERATURE RATING ORDINARY 155°, QUICK RESPONSE DENSITY GPM/SQ. FT. 0.10 GPM OVER 1500 SQ. FT. HOSE STREAM 100 GPM / DURATION 30 MINUTES OCCUPANCY CLASSIFICATION ORDINARY HAZARD GROUP 1 DESIGN AREAS A) GENERAL STORAGE AREAS, (STORAGE LESS f w THAN 8' AND QUANTITY AND ARRANGEMENT NOT EXCEEDING THE LIMITATIONS OF MISCELLANEOUS 2. STORAGE) B) RESTAURANT DINNING AND SERVICE 3. AREAS, C) MECHANICAL & ELECTRICAL ROOMS, D) 4. PASSENGER -HANDLING AREAS. MAXIMUM COVERAGE 2) NFPA 13, 2010 q 130 SQ. FT. PER SPRINKLER TEMPERATURE RATING 4) NFPA 25, 2014 J ORDINARY 1550, QUICK RESPONSE DENSITY GPM/SQ. FT. 6) FLORIDA ADMINISTRATIVE CODE 61G15-32.003 AND 61G15-32.004 o ❑_ 0.15 GPM OVER 1500 SQ. FT. HOSE STREAM DUE TO PIPE SIZES REQUIRED NO ADDITIONAL STRUCTURAL SUPPORT SHOULD BE REQUIRED, 61 G15-32,004 250 GPM / DURATION 60-90 MINUTES OCCUPANCY CLASSIFICATION ORDINARY HAZARD GROUP 2 DESIGN AREAS A) GENERAL STORAGE AREAS, (STORAGE LESS REFER TO HYDRAULIC DESIGN DATA LEGEND ON FLOOR PLANS. THAN 12' AND QUANTITY AND ARRANGEMENT NOT REFER TO 61 G15-32.003 COMPLIANCE NOTE #1 AND HYDRAULIC DESIGN DATA LEGEND ON FLOOR PLANS. EXCEEDING THE LIMITATIONS OF MISCELLANEOUS NEW 6" UNDERGROUND BUILDING FIRE SUPPLY MAIN TAPS INTO EXISTING 10" WATER MAIN. STORAGE) B) CUSTODIAL ROOMS, C) MERCANTILE, FLOW TEST NOTE: D) LOADING DOCK, E) BAGGAGE HANDLING. MAXIMUM COVERAGE 130 SQ. FT. PER SPRINKLER TEMPERATURE RATING ORDINARY 155°, QUICK RESPONSE DENSITY GPM/SQ. FT. 0.20 GPM OVER 1500 SQ. FT. HOSE STREAM 250 GPM / DURATION 60-90 MINUTES J PROJECT INFORMATION PROJECT LOCATION: ORLANDO-SANFORD INTERNATIONAL PROJECT NAME: PROJECT ALPHA ONE AIRPORT AT SANFORD, FLORIDA (TERMINAL EXPANSION) 61G15-32 COMPLIANCE NOTES 61G15-32.003 1. SPRINKLER SYSTEM LAYOUT SHALL BE SUBMITTED BY A STATE OF FLORIDA LICENSED FIRE PROTECTION CONTRACTOR. THIS BUILDING SHALL BE FULLY SPRINKLED BY A WET 2 1/2" PIPE SPRINKLER SYSTEM. CONTRACTOR SHALL LAYOUT AND PROVIDE AUTOMATIC WET PIPE FIRE SPRINKLER SYSTEM ALL APPLICABLE CODES SET FORTH BY THE AUTHORITY 4" HAVING JURISDICTION. DISCHARGE FROM INDIVIDUAL HEADS IN THE HYDRAULICALLY MOST REMOTE/DEMANDING AREA SHALL BE HYDRAULICALLY CALCULATED TO AN 12'-0" ACCEPTABLE MARGIN OF SAFETY NOT LESS THAN 10 PSI FOR GROWTH AND FLUCTUATION IN AVAILABLE SUPPLY OF AREA. FIRE SPRINKLER SYSTEM SHALL INCLUDE 15'-0" MATERIALS, ACCESSORIES, AND EQUIPMENT INSIDE AND OUTSIDE THE BUILDING TO PROVIDE A COMPLETE AND READY FOR USE SPRINKLER SYSTEM. LAYOUT AND PROVIDE 15'-0" THE SPRINKLER SYSTEM TO GIVE FULL CONSIDERATION TO BLIND SPACES, PIPING, ELECTRICAL EQUIPMENT, DUCTS, HVAC EQUIPMENT, ACCESS SPACE NEEDED FOR 15'-0" MAINTENANCE OF EQUIPMENT AND OTHER CONSTRUCTION AND EQUIPMENT IN ACCORDANCE WITH DETAILED WORKING DRAWINGS TO BE SUBMITTED FOR APPROVAL. LOCATE f w SPRINKLER HEADS IN A CONSISTENT PATTERN WITH CEILING GRID, LIGHTS, DIFFUSER, REGISTERS, GRILLES AND ARCHITECTURAL FEATURES. DEVICES AND EQUIPMENT FOR FIRE PROTECTION SERVICES SHALL BE U.L. LISTED AND F.M. APPROVED FOR USE IN WET PIPE SYSTEM. 2. THE AUTOMATIC FIRE SUPPRESSION SYSTEM SHALL BE TESTED IN ACCORDANCE WITH NFPA 13, CHAPTER 16 AND NFPA 25. 3. REFER HYDRAULIC DESIGN DATA LEGEND FOR HAZARD CLASSIFICATIONS AND REQUIRED DENSITIES.. 4. 1) FLORIDA FIRE PREVENTION CODE, 2014 2) NFPA 13, 2010 q 3) NFPA 24, 2010 4) NFPA 25, 2014 J 5) FLORIDA BUILDING CODE, 2014 6) FLORIDA ADMINISTRATIVE CODE 61G15-32.003 AND 61G15-32.004 o ❑_ 7) LOCAL AND COUNTY CODES SET FORTH BY AUTHORITY HAVING JURISDICTION 5. DUE TO PIPE SIZES REQUIRED NO ADDITIONAL STRUCTURAL SUPPORT SHOULD BE REQUIRED, 61 G15-32,004 2A REFER TO CIVIL PLAN FOR POINT OF SERVICE. 2B INSTALLATION SHALL BE IN ACCORDANCE WITH N.F.P.A. 13,2010 ED. FIRE PREVENTION CODE 2014, STATE AND LOCAL AUTHORITIES. 2C REFER TO HYDRAULIC DESIGN DATA LEGEND ON FLOOR PLANS. 2D REFER TO 61 G15-32.003 COMPLIANCE NOTE #1 AND HYDRAULIC DESIGN DATA LEGEND ON FLOOR PLANS. 2E NEW 6" UNDERGROUND BUILDING FIRE SUPPLY MAIN TAPS INTO EXISTING 10" WATER MAIN. FLOW TEST NOTE: CONTRACTOR SHALL PERFORM OR OBTAIN A CURRENT FLOW TEST FROM THE LOCAL UTILITIES PRIOR TO THE LAYOUT OF SHOP DRAWINGS. DATE OF FLOW TEST SHALL Z� NOT EXCEED 6 MONTHS TO THE SUBMISSION OF SHOP DRAWINGS. FLOW TEST SHALL INCLUDE ALL INFORMATION AS INDICATED BELOW 2F z CO HYDRANT ID FLOW TEST DATE/TIME � W HYDRANT LOCATION STATIC GAUGE PRESSURE RESIDUAL GAUGE PRESSURE U FLOW RATE: I1 < SOURCE OF INFORMATION: 2G ALL VALVES CONTROLLING WATER SUPPLY SHALL HAVE A RED TAMPER PROOF COVER WHICH WILL ACTIVATE AN ALARM OF TROUBLE SIGNAL WHEN ADJUSTED. 2H VERIFY THAT UTILITY PURVEYOR CONTINUOUSLY MONITORS THE WATER SUPPLY FOR MICRO BIOLOGICAL CONTAMINANTS WITH MAY CAUSE MICROBIAL CORROSION, 21 BUILDING SPRINKLER SYSTEM IS PROVIDED WITH A NEW BACKFLOW. REFER TO CIVIL DRAWINGS. 2J ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS SHALL BE NEW U.L. LISTED AND FM APPROVED, MAXIMUM DISTANCE BETWEEN HANGERS NOMINAL PIPE SIZE (STEEL PIPE) 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" EXISTING STRUCTURAL FIREPROOFING REPAIR THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING FIREPROOFING ON THE EXISTING STRUCTURE AS REQUIRED FOR THE INSTALLATION OF NEW SUPPORTS FOR PIPING INSTALLED UNDER THIS CONTRACT. THIS CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REPAIR OR RE-APPILACATION OF NEW FIREPROOFING AFTER ALTERATIONS TO THE EXISTING BUILDING FIREPROOFING ARE COMPLETED PER PHASE. 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No. LC0000298 (n Li F- fy O � 0- cn O 0C I® n QLU z W z O¢ OC a� Q� z0 r� w i LLI Z O h J zw oQ Q� 0 Q Ua U- z (D O J ®� IY © O z re O Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION P r, 4, ME J t LU Ln 0O =� _ q • ./ Z �• G.. ,� s' �(')w • ' • Q w r Q it r >, O V U L N d) Z (ff Q i� ❑ ❑ U Q C7 ❑ LL Plans Prepared By CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph. 407.322.6841 Licenses: Eng. C.O.A No. 3215 Survey L.B. No. 7143 Arch. Lie. No, AA2600926 Lndsep. Lie. No. LC0000298 (n Li F- fy O � 0- cn O 0C I® n QLU z W z O¢ OC a� Q� z0 r� w i LLI Z O h J zw oQ Q� 0 Q Ua U- z (D O J ®� IY © O z re O Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION MECHANICAL DEMOLITION PLAN N NORTH MECHANICAL DEMO NOTES PREPARE SUPPLY DIFFUSER FOR INSTALLATION IN NEW CEILING. SEE ARCHITECTURAL PLANS FOR NEW CEILING HEIGHT. INDEPENDENTLY SUSPEND PER SMACNA AND FBC GUIDELINES. 2lPREPARE RETURN DIFFUSER FOR INSTALLATION IN NEW CEILING. 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No. LC000029U Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION U) LL I -- a -U) IIL- Q W �_ Q Z> Q OQ Q a Z �O wi LU z� z u o0 —�Cil C)W O z 7< OLLQ Z � 0 W U)Q 0m ❑ O z iY O Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 9 LO m Q IP ai a N MECHANICAL ABBREVIATION AG AIR CONDITIONING EG EXHAUST GRILLE MBH 1000xBTU AFF ABOVE FINISHED FLOOR ELEC ELECTRICAL MCA MINIMUM CIRCUIT AMPACITY AFG ABOVE GRADE EX EXHAUST MISC MISCELLANEOUS AHU AIR HANDLING UNIT ENT ENTERING NTS NOT TO SCALE BOD BOTTOM OF DUCT ESP EXTERNAL STATIC PRESSURE OA OUTSIDE AIR BTU BRITISH THERMAL UNIT F FAHRENHEIT OAL OUTSIDE AIR LOUVER CAP CAPACITY FA FILTER ACCESS OC ON CENTER CD CONDENSATE DRAIN FACP FIRE ALARM CONTROL PANEL PD PRESSURE DROP CFM CUBIC FEET PER MINUTE FCD FLOW CONTROL DAMPER PH PHASE CMU CONCRETE MASONRY UNIT FD FIRE DAMPER PVC POLYVINYLCHLORIDE CONN CONNECTION FLA FULL LOAD AMPACITY RA RETURN AIR CU CONDENSING UNIT HP HORSEPOWER Ph: 407.322.6041 DB DRY BULB HZ HERTZ REF REFRIGERANT DG DOOR GRILLE KW KILOWATT RG RETURN GRILLE 0C Arch. Lic. No. AM600926 RLA RUNNING LOAD AMPS DI DIGITAL INPUT LAT LEAVING AIR TEMPERATURE RTU ROOFTOP AIC UNIT DN DOWN LAT LATENT SA SUPPLY AIR DO DIGITAL OUTPUT LD LOUVERED DOOR SD SUPPLY DIFFUSER EAT ENTERING AIR TEMPERATURE LRA LOCKED ROTOR AMPS FS FIRE STAT EER ENERGY EFFICIENCY RATIO LVG LEAVING SG SUPPLY GRILLE EF EXHAUST FAN MAX MAXIMUM SEN SENSIBLE ALL ABBREVIATIONS INDICATED ON THIS LIST MAY NOT NECESSARILY APPLY TO THIS PROJECT. MECHANICAL NOTES 1. AIR CONDITIONING UNITS ARE BASED ON ARI STANDARD CONDITIONS OF 80°F DB, 67° WB, INDOOR ENTERING AIR TEMPERATURE AND 95' DB ENTERING AIR OUTDOOR DESIGN, 2. PROVIDE WITH MOTORIZED AIR DAMPERS, FILTERS AND PROTECTION AGAINST COMPRESSOR SHORT CYCLING. 3. PROVIDE SYSTEMS WITH WALL MOUNTED 7 -DAY PROGRAMMABLE THERMOSTAT AND SUB -BASE, SENSORS, AND WALL MOUNTED REMOTE TEMPERATURE SENSOR. 4. PROVIDE CONDENSATE DRAIN "P" TRAP MINIMUM 2-112" DEEP, OR TWICE THE TOTAL STATIC PRESSURE, WHICHEVER IS GREATER. PROVIDE CODE COMPLIANT OVERFLOW SHUT-OFF SENSOR AND SWITCH. 5. PROVIDE COORDINATION ON EXACT DIMENSIONS OF MANUFACTURER'S RECOMMENDED CLEARANCES AROUND UNIT. 6. ALL COILS SHALL HAVE COPPER TUBES AND ALUMINUM FINS. 7. COMPRESSOR SHALL HAVE A MINIMUM 5 -YEAR WARRANTY ALL OTHER EQUIPMENT SHALL HAVE MINIMUM 1 YEAR WARRANTY. 8. PROVIDE SINGLE POINT POWER CONNECTION, AND DUPLEX-GFI ELECTRICAL CONVENIENCE OUTLET WITHIN 25 FT. 9. PROVIDE ONE SET OF ADDITIONAL AIR FILTERS. 10. MUST MEET THE LATEST MINIMUM EER'S & SEER'S AS INDICATED BY EFFICIENCY CODE REQUIREMENTS. 11. PROVIDE DUCT MOUNTED SMOKE DETECTORS WITH REMOTE INDICATING RESET AND AUDIO VISUAL ALARM INDICATOR. MECHANICAL GENERAL NOTES 1. THE INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 2. ALL SUPPLY AND RETURN DUCTWORK MAY BE R6 INSULATED ANTIMICROBIAL DUCTBOARD OR EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. INSULATION SHALL HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CORRUGATED ALUMINUM. COMPLY WITH UL 181. PROVIDE 1" THICK CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH FL BUILDING CODE. 4. OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF '10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH ROOF PIPING. 5. PROVIDE ALL AIR-CONDITIONING UNITS WITH MANUFACTURERS RECOMMENDED SERVICE AREA CLEARANCES AND ELECTRICAL CONVENIENCE OUTLETS. 6. ALL TRANSFER DUCTWORK LEADING TO REST ROOMS (IF USED) SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON THE MECHANICAL DRAWINGS. 7. ALL AIR HANDLING UNITS TO HAVE SMOKE DETECTORS IF REQUIRED BY CODE. DETECTORS SHALL SHUTDOWN UNIT UPON ACTIVATION. SEE NOTE #13 FOR FURTHER DETAILS. 8. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 9. DUCTWORK INSULATION SHALL BE 1-1/2" FOIL FACED FIBERGLASS DUCT WRAP. 10. COORDINATE AIR DISTRIBUTION DEVICE LOCATIONS WITH LIGHTING FIXTURES, SPRINKLER HEADS, AND SPEAKERS. 11. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. 12. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 13. SMOKE DETECTOR(S) SHALL BE INSTALLED IN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM IN THE SUPPLY (AND RETURN AIR, IF REQUIRED BY CODE) DUCTWORK PRIOR TO MIXING WITH OUTSIDE AIR. FURTHERMORE, WHERE MULTIPLE AIR SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM, THE RETURN AIR AND SUPPLY AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS. IF THE BUILDING IS PROVIDED WITH A FULL FIRE ALARM SYSTEM, THE SMOKE DETECTOR(S) SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL PER NFPA 72. IF THE BUILDING IS NOT PROVIDED WITH FULL FIRE ALARM SYSTEM, THE SMOKE DETECTOR(S) SHALL STOP THE FAN AND CAUSE A VISIBLE AND AUDIBLE ALARM SIGNAL IN A NORMALLY OCCUPIED AREA PER NFPA 90A_ THE SMOKE DETECTOR(S) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR, WIRED BY THE ELECTRICAL OR FIRE ALARM CONTRACTOR, AND SHALL BE CONNECTED TO FIRE ALARM SYSTEM IN ACCORDANCE WITH REQUIREMENTS OF NFPA 72 NATIONAL FIRE ALARM CODE. 14. ALL SUPPLY AIR DIFFUSERS SHALL BE 4 -WAY DIRECTIONAL THROW UNLESS OTHERWISE NOTED, 15. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 16. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. INSTALLATION OF THE EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. 17. VERIFY SERVICE VOLTAGE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING EQUIPMENT. 18. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE AHU UNIT. SLOPE CONDENSATE LINES 1/8" PER FOOT. CONDENSATE LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING SHALL BE PROPERLY SUPPORTED. 19. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE "FLORIDA BUILDING CODE 5th EDITION". 20. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE FROM ANY DEFECTS. 21. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. 22. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 12'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M -KA OR EQUAL, AND BE UL LISTED AND COMPLY WITH NFPA STANDARD NO. 90A. 23. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE IN THE FIELD. 24. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE DIFFUSERS AND REGISTERS TO WITHIN 10% OF QUANTITIES SHOWN ON DRAWINGS. 25. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH DUCTWORK IS ATTACHED. 26. CONTRACTOR SHALL PROVIDE A COPY OF A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION. 27. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC. 28. WHEN THE INTENT OF ARCHITECT/ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 29. PLANS AND SPECIFICATIONS ARE INTENDED ASA GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELFIHERSELF WITH THE PLANS. 7h, www.cphcorp.com A Full Service A&EFirm Architects Engineers Environmental Landscape .Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland _ exas ilt lil/7777 N w Jj O -w r� p..0+o m z 0 1= co M z U U inM e: z z co w 8 CL (!) O ate) n ry Q � Q LV .0 W Ory O �C Q U U) Q� a) n n- O 0 a) L W I--- H� Z 7W �O CO � Plans Prepared By � CPH, Inc. 0 500 West Fulton St. U) (� Q Sanford, Fl. 32771 Ph: 407.322.6041 0� Licenses: r-) Eng. C.O.A. No. 3215 7 Survey L.B. No. 7143 0C Arch. Lic. No. AM600926 Lndscp. Lia No. LC0000298 9 Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION uj 0 ry CL (!) 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[ _ I ( \ �..% sc ,x Offices In: I I t r>� \�.\ - - - -- - � ' 1 I � �� � � •: �-'e`.,'. ,,-. � , .-", _� _ e � - t , � •, ` ! ,� { \ \ Florida +1 (FF �/ � Puerto Rico � - I- ,�,.':,-� • r .-f- ='=�. _.._ �� ', '"\ ! /\.\. ` !� \ � •'f.X ' `. / \, '\ f•` /� -- - _ - - - -- - - -- -- - ... NY .�:, ,` qY� dpi Maryland C t' t n ``/\yr fXX _ <X\1 ( (�\ l -14r " '• -• . ,= ; . Texas \ j I %♦. \ \ \ \ \ \ io® e i ( , , , r. • — - LO A2 2 tUj Lo I I 1' , jr- 12 - - -- - - r , , o, � "\ XX ( I > I C Q \ ♦ ,gyp \ �� - �' � E` /\ \ � '\ \ `. \ �./,/• '\ 1 i j \ / j\, r,', \ / F _ `r ) , , , , , \ / - \ { ` \ \ AREA NOT IN CONTRACT{ \ !\% \ v, AREA NOT 1A, Z4— �; LLI i- o XXX ,•,•'' o '` `` '``♦ �\ `,✓�C�/(�\ \ / \.(,i\ ./\ \ !� t `. ,r,\ Win\ \\ \ z \, U Z \ /\ /\ \ \ /\ /\ \ \ f .- t6 ' y. `AR_A NOT IN CONTRACT ✓\, \ , , \ \'� ;. \ \ / % LL \1\/'`/� \ / /\ ! \ \ \ \ \ ' _ _1���' Plans Prepared By \� \ .{\ i/ .' (// \ f I CPH, Inc. \ \ \ \ \ \ `\ \ / \ n I 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 ! {\ ♦ \ ...�� --,•. ` • \ � \�/�i ',l �-.�...� . / � . ng. 321 — �------------'- - _-_._.._. � �__-__ ---• Survey L.B. No. 7143 Arch. L ic. No. AA2600926 Lndscp. Lie. No. LC0000293 U) U MECHANICAL REFLECTED CEILING PLAN F.I.S. N 0 1 1/16" = 1'-0" a- U) 0 NORTHLU Q z Qw Q J Q> 0< I= Q Q n' 7p w� �o MECHANICAL NOTES � I �' - ry I .I O �1 Q IJ O < C� (D cin El INSTALL SUPPLY DIFFUSER IN NEW A.C.T. CEILING. VERIFY CEILING HEIGHT WITH ARCHITECTURAL PLANS. INDEPENDENTLY LL ' SUSPEND PER SMACNA AND FBC GUIDELINES. Z O PROVIDE NEW FLEX DUCT FROM BRANCH TAP AS REQUIRED. DO NOT EXTEND EXISTING FLEX W Q DUCT. o L1L 2❑ INSTALL RETURN DIFFUSER IN NEW A.C.T. ❑ CEILING. VERIFY CEILING HEIGHT WITH F.I.S. z ARCHITECTURAL PLANS. INDEPENDENTLY \GUSTOMS SUSPEND PER SMACNA AND FBC GUIDELINES. TERMINAL B \ TERMINAL A a PROVIDE NEW DUCTWORK AS REQUIRED. CONNECT 10x8 DUCT TO NEAREST SUPPLY BRANCH. INSTALL BALANCING DAMPER AND Sheet No. BALANCE AS INDICATED. ORLANDO SANFORD INTERNATIONAL AIRPORT Him I KEY PLAN NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION PANEL 1HE1 LOCATED THIS ROOM COMPOSITE ELECTRICAL DEMOLITION AREA OF WORK - FIRST FLOOR POWER PLAN 1/32° = 1'-0" (2) 40OKW GENERATOR (1) 80KW GENERATOR AREA UL! www.cphcorp.com A l=ull Service A&EFirm Archilects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in, • Florida • Puerto Rico . Connecticut • Maryland • Texas a��`;3t3 f�l1i7P7 0 V r cC Ilk ffI11aalIII' {IN 9 0 NORTH m� F- ry O N� 9 9 a a� r� �w a T000t � QQ GENERAL DEMOLITION NOTES z w 1. REFER TO ARCHITECTURAL, MECHANICAL AND PLUMBING FOR ADDITIONAL DEMOLITION REQUIREMENTS, NOTES AND INFORMATION, O Q 0< Q �? 2 COORDINATE WITH PROJECT MANAGER REGARDING DISPOSITION OF ALL DEMOLISHED ELECTRICAL EQUIPMENT.. 3. ALL SECURITY EQUIPMENT REMOVED AS PART OF DEMOLITION SHALL BE TURNED OVER TO OSIA IT DEPARTMENT. f < n 0 Z fz� I- LIJ F= Z I i j 5!O >> 0 O O U< O O < V) C) Plans Prepared By CPU, Inc. 500 West Fulton St. Sanford, H. 32771 Ph: 407.322.6841 Licenses: Er". C.QA. Na 3215 Survey L.B. No. 7143 Arch. Uc. No. AA2600926 Lndscp. Llc. No. LC0000298 NORTH F- ry O LL r� �w a GENERAL DEMOLITION NOTES z w 1. REFER TO ARCHITECTURAL, MECHANICAL AND PLUMBING FOR ADDITIONAL DEMOLITION REQUIREMENTS, NOTES AND INFORMATION, O Q 0< Q �? 2 COORDINATE WITH PROJECT MANAGER REGARDING DISPOSITION OF ALL DEMOLISHED ELECTRICAL EQUIPMENT.. 3. ALL SECURITY EQUIPMENT REMOVED AS PART OF DEMOLITION SHALL BE TURNED OVER TO OSIA IT DEPARTMENT. < n 0 Z fz� I- LIJ F= Z I i -1 5!O LL) O < < O U? ELECTRICAL LL 7 (9 O ROOM "F" ❑ 44 0 TERMINAL TERMINAL z < ..g. A U) < Q IL > 1 p KEY PLAN Sheet No. ram NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 1. ELECTRICAL DEMOLITION SHALL FOLLOW PHASING PLANS AS INDICATED ON SHEETS A001, JSM & ASSOCIATES B2.1.01 THROUGH .05. 2. ALL SECURITY EQUIPMENT REMOVED AS A PART OF DEMOLITION SHALL BE TURNED OVER TO SANFORD AIRPORT AUTHORITY INFORMATION TECHNOLOGY DEPARTMENT. 3. COORDINATE TEMPORARY RE -LOCATION OF CAMERAS WITH SANFORD ' DEMOLISH ALL LIGHTING INSIDE BELT ENCLOSUREI '� ,;,. � � AIRPORT AUTHORITY (SAA) INFORMATION TECHNOLOGY (IT) DEPARTMENT. FIS BAGGAGE BELT DEMGLMON - LIGHTING AND SYSTEMS FLAN 1/8 11-011 nFNFRAL DFMBLIT1nN NnTF_q" 1. AS BUILT DRAWINGS INDICATE CIRCUITS L1 -31($g), L1 -29($f), L1 -27($f) AND L1 -33($d) SERVE LIGHT FIXTURES TO BE DEMOLISHED. CIRCUITS SERVING DEMOLISHED LIGHTING SHALL BE DEMOLISHED ONLY AS FAR AS REQUIRED TO REMOVE EXISTING LIGHT FIXTURES. CIRCUITS SERVING EXISTING LIGHTING SHALL BE MADE SAFE AND STORED OUT OF RENOVATION CONSTRUCTION INTERFERENCE FOR RE -USE, RE -CONNECTION TO NEW LIGHT FIXTURES INSTALLED UNDER RENOVATION PHASE. EXISTING LIGHT CIRCUIT CONTROLS (SWITCHES, SENSORS, ETC.) SHALL REMAIN AND BE RE -USED, RECONNECTED TO NEW LIGHTING FIXTURES REFER TO E1.1 ELECTRICAL PLAN LIGHTING FOR ADDITIONAL INFORMATION. 2 COORDINATE WTH ARCHITECTURAL PHASING PLAN FOR SEQUENCE OF WORK. 3. WHERE PHASE BARRIERS BLOCK EXISTING EMERGENCY LIGHTING. TEMPORARY EMERGENCY LIGHTING SHALL BE PROVIDED ON THE NEW CONSTRUCTION SIDE OF THE BARRIER. TEMPORARY EMERGENCY LIGHTING SHALL BE CONNECTED TO CIRCUIT FOR EMERGENCY LIGHT BEING DUPLICATED. 4. EXISTING WALL MOUNTED, SOFFIT MOUNTED EXIT SIGN SHALL BE CLEANED AND RE-LAMPED AS PART OF THIS PROJECT. ELECTRICAL DEMOLITION PLAN NOTES® DEMOLISH ALL CEILING LIGHT FIXTURES IN AREA OF WORK. COORDINATE WTH ARCHITECTURAL PLANS. LE DISMOUNT EXIT SIGN FROM CEILING, AND RETURN TO OWNER FOR FUTURE REUSE. PROVIDE PREVISIONS FOR RE -INSTALLATION OF NEW RED EDGE LIGHT LED EXIT LIGHT. LEGEND 0- DOWNLIGHT OS- SPEAKER 0 - SECURITY CAMERA - PENDANT LIGHT HANG ON CEILING --I- 2X4 LAYIN TROFFER ORLANDO SANFORD INTERNATIONAL AIRPORT KEY PLAN www.cphcorp.com A Full Service II A & E Firm Archi1ects Engineers Environmental Landscape Archtects MIF/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland N a • C LO LU LO z ��Vj, � � ��r ♦oar !lt�ttt 00 9- 0 M ailw W LL ry a w0 ¢w �Z> zw o� Q � zLU � F- J Z -- m ❑ w 0 0 Q 7 fn Q J 0 Sheet No. F - LL 00 a� w LL z� W U LL 0 O NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION a r Q � N v o U OL N Z 0- o r'ai o ❑ U Q U) n — Plans Prep a r e d By ; CP,1nc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: EvU. C.Q!A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2000926 Lndscp. Lic. No. LC0000298 W LL ry a w0 ¢w �Z> zw o� Q � zLU � F- J Z -- m ❑ w 0 0 Q 7 fn Q J 0 Sheet No. F - LL 00 a� w LL z� W U LL 0 O NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION ELECTRICAL ROOM 1A COMM ROOM B O FIS BAGGAGE BELT ENLARGE DEMOLITION SYSTEM PLAN 1/81' =1'-0" NORTH GENERAL NOTES; HEX NOTES: 1. SECURITY EQUIPMENT BEING REMOVED SHALL BE RETURNED TO OWNER IN USEABLE CONDITION. n REMOVE AND RETAIN SECURITY EQUIPMENT FOR RETURN TO OWNER. SEE 2 SECURITY EQUIPMENT LOCATIONS ON THIS SHEET ARE ESTIMATED AND CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS BEFORE START SHEET E-300 FOR NEW CAMERAS AND LOCATIONS. OF WORK.. 3. SECURITY SHOULD NOT BE COMPROMISED AT ANY TIME. COORDINATE WITH NEW INSTALLATION OF KEYPADS AND CAMERAS AS NOT TO LEAVE O DEMOLISH EXISTING CAT 5 CABLE BACK TO SOURCE. RETAIN CONDUIT AND SENSITIVE AREAS WITHOUT PROTECTION. PROVIDE PULL WIRE FOR NEW LOCATION OF EQUIPMENT. (3 ) REMOVE POWER POLE WITH DATA FOR RELOCATION OF DESK. DEMOLISH AND REPLACE KEYPAD AS SHOWN ON SHEET E-300. REMOVE INDICATED SYSTEMS BACK TO COMMUNICATIONS ROOM B. DEMOLISH SYSTEMS FOR MONITOR AND SIGNS BACK TO SOURCE, AND PREPARE FOR INSTALLATION AT NEW LOCATION. (� DEMOLISH AND REPLACE KEYPADS AFTER NEW DOOR IS IN OPERATION. SEE SHEET E-300 FOR NEW INSTALLATION OF DOOR. O KEY PLAN www.cphcorp.com A Full Service A & E Firm Archilects Engineers Environmental Landscape Archtects M/E/P Planners Surveyors Traffic I Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas z 0 0 � ti 0 0 ® YYY aai is iaa �' fill z 0 0 � Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION o 0 rr ry �CL :7 < ry s J� t� z > O� OQ Q 2 y ry HO i- z I j z� UO �I N —m oz r< J O < Q 0m 0 O N 0 O r II � pp w r (J) U O 0 Q(i Z Q) b3 iE 0 U < (/)-5 Plans Prepared By ; C.1'!, Inc. 500 West Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 1 icer ses: Eryj. C.QA No. 3215 Strveyl~B. Na 7143 Arch. L ic. No. AA2600926 Lndscp. Llc. No. LC0000298 Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 0 rr ry �CL :7 < ry J� t� z > O� OQ Q 2 Q� O ry HO i- z I j z� UO I —m oz r< J O < Q 0m 0 O 0 Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION G IC COORDINATE LOCATION OF MASTER CONTROL PANELS "MCP" O PROVIDE NEW MOTOR CONTROL PANE (MCP) SEE BAGGAGE PLANS FOR WITH VENDOR DRAWINGS. DETAILS. OEXTEND POWER AND COMMUNICATIONS AND RELOCATE EXISTING POWER POLE TO NEW LOCATION OF DESK COORDINATE WITH DESK AND PROVIDE NEEDED ACCESSORIES TO MAKE DESK FULLY OPPERABLE. www.cphcorp.com A Full Service A & E Fitly Archipcts Engineers Env ironrrtental Landscape Arclitects M/E/P Planners Surveycrs Traffic / Transportation Offices in: Florida • Puerto Rico • Connecticut Maryland * Texas ``�Ojj r lu f lT���� �I LJa o f? < W 1 O t J A o l� Z O Sheet No, ORLANDO SANFORD INTERNATIONAL AIRPORT KEY FLAN NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION a y o E I wl of f� 3 N O � r ryry Q J 21U O (U 11" ❑ ❑ U Q GJ ❑ Plans Prepared By C124, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 licenses: Erg. C.QA No, 3215 Survey LB. Na 7143 Arch. Lic. No. AA2600926 Lndscp. l ic. No. L 00000298 0 ry Q W j iE Q w 0 O PQ Q n ^0 = r❑ Iy 7 ^rr Z w �LL Q9 Q� O cn z� ❑ - ELECTRICAL U)m OC ROOM "F" Q 0 Q CUSTOMS ` TERMINAL TERM I NAL B , 4 , '',, I", w, "A" �1 fy O Sheet No, ORLANDO SANFORD INTERNATIONAL AIRPORT KEY FLAN NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION i EL �A A i r , 1 _ ......... ...... .. - - I FC FB IF s FC 1 1-�2� • L�9 22 "•9. e f fi e I ( 1 _1-122 ..-- ' I --j-- _FG 1 i Fe 1 , , L1-> � 4 , E f"._ e _ _ f . i I FC -F 9 ;;•9 - _. - — --- LI 22 iJ: f -I " 1 F� Fc ' r h L1 24 _....... i FB I f f f FC 7 =9 , i .. i I ( --- . � f I I ' 1 i� PI F FQ - - - -- ,. FC e h 41 24, f - t , h' I ............. ....._. - - — .. ..._ . .... I_ r` L1 ;22 �, } FBI �FB 1�1 2 e f t f ....... f -- - i _._ T - i ---- 1 4 h.24 (, 24 I _ ... �... . - _ _ ...... .... _ .. h: 4 r r , F B 1 I - f a .... . FC. 9.. , — - _ _._ _ _ FG i I , - C L1-'22 1 22 .- ...... __ _ _...... _ _ _ _ ..... .. _ i �9 I. . .. .. . ..... Ph" 7771 1 ' ,F f - L1 FC F , h S. ,. - 22 , 2,1 I I f I.. FSI FS . f I E FA I FAE 1- n E} n FA I I f FA ©�l•��►r�s����Iit► ©tel•►I,'.,1� � G r............. I. _ 777 _77 -- ..--- ---"-- ----- --- - ---- --, --- --- -- -- - -- ----- �r , i I i 1 FB A FB FA I :c f J 1 g �1, 22 1 e f:7! __ L1�,22- I 1 =AES 1."{-�FB (-- - ' - FB h• L1 1._ 24 - P e , , . 1 E � I FC.. (( FG I FB I _I FB FAQ I � 1 e f FC. i i is 7 I h __ _ F G I 1:.1;.2 I =h L1--24, . 1 ........... FP . . . . . ..... ....... FB i e f e 1 A y C / i3 IX r 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. 2. SIGN LIGHTING SHALL NOT BE DIMMED ELECTRICAL RENOVATION PLAN NOTES: EREPLACE EXIT SIGN FROM DEMOLITION PHASE AND INSTALL AT THIS LOCATION. F2 I U PROVIDE ONE KEY SWITCH TO OPERATE ONE 4 SCENE WALL DIMMER CONTROLLER SIMILAR TO ACUITY #NPODM-4P-DX CONTROLLING ZONES e THROUGH h. ALSO PROVIDE 4 POWER PACK RELAYS ABOVE CEILING SIMILAR TO ACUITY #NPP16-D AND PROVIDE NEEDED CONTROL WIRE FOR FULLY OPERABLE SYSTEM. REFER TO SHEET E-500 DETAIL 7 FOR ADDITIONAL INFORMATION. GENERAL NOTE: 1. NEW LIGHT FIXTURES SHALL BE EVENLY DISTRIBUTED ON THE CIRCUITS MADE AVAILABLE AFTER DEMOLITION. LIGHT FIXTURE POWER SHALL ALTERNATE SUCH THAT NO TWO NEIGHBORING FIXTURES ARE POWERED FROM THE SAME BRANCH. RE -USE SWITCHING/CONTROL LEFT AFTER LIGHT FIXTURE DEMOLITION. 2. CONTRACTOR TO PROVIDE EMERGENCY FIXTURES "AE" WITH CONSTANT HOT CONDUCTOR WIRED AHEAD OF LOCAL SWITCHING CONDUCTOR. THIS SHALL OVERRIDE SWITCHING DURING LOSS OF POWER AND RUN ON BATTERY FOR A MINIMUM OF 90MIN. PER NEC. 3. EXISTING EMERGENCY CGL UMNNVALL FIXTURES ARE TO REMAIN IN SERVICE DURING CONSTRUCTION PHASE OF PROJECT AND REMOVED AFTER COMPLETION. PROVIDE ADDITIONAL EMERGENCY LIGHTING SIMILAR TO EXISTING ON TEMPORARY CONSTRUCTION WALLS EVERY 25 FEET. CONTRACTOR IS RESPONSIBLE FOR RETURNING EXISTING STRUCTURE TO AS NEW CONDITION AFTER REMOVAL OF FIXTURES. ALL CONDUIT AND BRANCH CIRCUITING SHALL BE CONCEALED FROM PUBLIC AT ALL TIMES. www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M /E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas % - I a ISI tt) Q _ t % r �„y J z r i r ar r Y f 'a 1111100% cn z 0 � a d U 5 W L a LIGHT FIXTURE SCHEDULE TYPE MARK MOUNTING VOLTAGE WATTAGE LUMENS LAMP MANUFACTURER MODEL COMMENTS FA RECESSED 120-277V 53 W 6000 LED LITHONIA / ACUITY 2BTL4 60L EZ1 LP835 2X4 LED RECESSED FIXTURE -DIMMABLE FAE RECESSED 120-277V 53 W 6000 LED LITHONIA/ACUITY 2BLT4-60L-ADP-MVOLT-EZ1-LP840-EL14L WIRE EMERGENCY AHEAD OF LOCAL SWITCHING. -DIMMABLE FB RECESSED 120-277V 34 W 4000 LED LITHONIA/ACUITY 2LBLT2-40L-ADP-MVOLT-EZ1-LP840 2X4 LED RECESSED FIXTURE -DIMMABLE FC RECESSED 120-277V 24 W 2300 LED INDY LRM6-23-40-2G3-90-L600P-C-L-WH 6" LED DOWNLIGHT-DIMMABLE FS RECESSED 12)-277V 39W 3008 LED PINNACLE EV1WHE-35-XX-FLF-UNV-FLF-IC LED SIGN LIGHT- LENGTH TO MATCH SIGN- MOUNTING TO MATCH CEILING GRID OR FLANGE PER CEILING TYPE FX WAL L/CEILING 120-277V 5W ai LED LITHONIA EDG-W-2G-EL WIRE EXIT LIGHT AHEAD OF LOCAL SWITCHING AND WITH SEPERATE NUETRAL. 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. 2. SIGN LIGHTING SHALL NOT BE DIMMED ELECTRICAL RENOVATION PLAN NOTES: EREPLACE EXIT SIGN FROM DEMOLITION PHASE AND INSTALL AT THIS LOCATION. F2 I U PROVIDE ONE KEY SWITCH TO OPERATE ONE 4 SCENE WALL DIMMER CONTROLLER SIMILAR TO ACUITY #NPODM-4P-DX CONTROLLING ZONES e THROUGH h. ALSO PROVIDE 4 POWER PACK RELAYS ABOVE CEILING SIMILAR TO ACUITY #NPP16-D AND PROVIDE NEEDED CONTROL WIRE FOR FULLY OPERABLE SYSTEM. REFER TO SHEET E-500 DETAIL 7 FOR ADDITIONAL INFORMATION. GENERAL NOTE: 1. NEW LIGHT FIXTURES SHALL BE EVENLY DISTRIBUTED ON THE CIRCUITS MADE AVAILABLE AFTER DEMOLITION. LIGHT FIXTURE POWER SHALL ALTERNATE SUCH THAT NO TWO NEIGHBORING FIXTURES ARE POWERED FROM THE SAME BRANCH. RE -USE SWITCHING/CONTROL LEFT AFTER LIGHT FIXTURE DEMOLITION. 2. CONTRACTOR TO PROVIDE EMERGENCY FIXTURES "AE" WITH CONSTANT HOT CONDUCTOR WIRED AHEAD OF LOCAL SWITCHING CONDUCTOR. THIS SHALL OVERRIDE SWITCHING DURING LOSS OF POWER AND RUN ON BATTERY FOR A MINIMUM OF 90MIN. PER NEC. 3. EXISTING EMERGENCY CGL UMNNVALL FIXTURES ARE TO REMAIN IN SERVICE DURING CONSTRUCTION PHASE OF PROJECT AND REMOVED AFTER COMPLETION. PROVIDE ADDITIONAL EMERGENCY LIGHTING SIMILAR TO EXISTING ON TEMPORARY CONSTRUCTION WALLS EVERY 25 FEET. CONTRACTOR IS RESPONSIBLE FOR RETURNING EXISTING STRUCTURE TO AS NEW CONDITION AFTER REMOVAL OF FIXTURES. ALL CONDUIT AND BRANCH CIRCUITING SHALL BE CONCEALED FROM PUBLIC AT ALL TIMES. www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M /E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas % - I a ISI tt) Q _ t % r �„y J z r i r ar r Y f 'a 1111100% cn z 0 � a d U 5 W L Sheet No. KEY PLAN NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION a Q L �7 , II E a 70 U g� 0 ai �3 z 0 0 U Q cn 0 a j-, Plans Prepared By CPI.1, Inc. 500 West Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A No. 3215 survey L.R. No. 7143 Arch. Lie. No. AA2600926 Lndscp. Lic. 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EXISTING" ) SCREENING AREA CB5 FIS BAGGAGE BELT NORMAL PHOTOMETRIC PLAN 1/8" =1'-0" www.cphcorp•com A Full Service A&EFirm Archilects Engineers Environmental Landscape Archtects M/E/P Planners Surveyors Traffic / Transportation Offices in: Florida e Puerto fico • Connecticut 9 Maryland Texas �,��t`fl NN �7�+'Jg, c b J IL U11 LO z Q "'sllltll�®a i Sheet No. 12691 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION C rl v o� O fj C rj ' a $ > o Q U O 09 N Z Plans Pre aced By ; 0114, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Frey. C.CIA No. 3215 Ste'vey! 13. No. 7143 Arch. Lic. No. AA26OU926 Lndscp. Uc. No. LC0000298 C/) H O J n r� < W OO o0 U ry Q Q LG IL Z :5W 0Y= 111- z o w n, w O Q LTJ O < �� Q O ry 0 o z t� ry O Sheet No. 12691 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION u� �aeA u.F`f✓ d -------------.___.......`........... _.._-.-..........-----... ............................... _. .__...... .--..-.._._............ ................ . ............ I -r�,_,i , V-7 M_"-=r-�... P- .. ..= € W:ra�fr> =1 fl .. _ -. i 0 1 i ( i ....... . ...... _ ............. _...... .__....In nr ... 11. G 18.9 8.2 U. 4.9 2. 4 9 1 (.5 U.4 E 0.'L :2' 0.1 0.1 U.1 0.1 0_ 0.' 0.3 U.4 _`_ _ 5 0.4 --- - 9 1.7 '' -1,29. t• i. fi -1-to. t 10 t t t t 2 t '" r18. U 3 4 t16. 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' +1 . 8 'L 5. 6 +17.3 4E . 5 4L , 3 `. . 0 40.5 40.3 40.3 40.2 40.2 40.3 hJ . 5 '0.8 +1 .6 +3 .7 +8.9 � +16. 6 +117.6 0. 4 +4 .4 .9 h) . 9 '0 .5 '0.4 '0 .4 '0.4 10.6 '0.9 '] . 7 13 .5 411. 8 412. 4 48.0 HIII.. ,.......... .......,.. 1 P1 r77= + -1,2.8+40.6+ + L 5. 6 6 1 40.3 40.2 t.3 .5 1 .9 4 .6 +11.18 4. 8 3.8 '5.5 .2 +1 .1 'r) .4 '0.4 'r) .4 10.9 / 13.1 4 ZEI 6 46.1 O ELECTRIC 15.6 18 . +1 .8 +2 2 , U +15.2 4 .1 4L . 3 + . 0 40.6 40.4 40.3 40.3 40.3 40.4 40.5 40.9 +1.8 +4.0 +,3.11 +16 , 6 4$ . 6 0. 5 +4.7 1 .1 +1.1 r0.6 'Q .4 '0.4 'Q .4 10.6 11.0 +7.8 13.7 + . 413.1 +13.7 48.7 RM 1-B � .7 49.1 -19 U 'i3 .6 '6.1 + . 3 41.6 .8 40.5 40.4 40.3 40 .3 40.3 40.4 40.5 'U . 9 +1 .7 43 .2 +6.0 19.2 .5 .6 +3.6 - .9 11.0 '0 .6 10 .5 IQ .4 '0 .4 'U . 6 +1 .01 .0 +4 .6 4: 1 -121. 9 4-L 3. 3 413. Q ® ® ® Q ® 7 I +17. 5 '17 . +1 . 3 '5.6 .3 4 .0 41 .1 .7 7 .5 40.3 40.3 40 .3 40.3 40.4 40 a a0 .9 '1 .7 '3 .3 +6.21 i . 6 +110. 0 .9 +3 .7 .9 +1 .1 'U . 6 10.5 '0 .4 'Q . 4 t.6 +1.0 +J .9 +4 . 3 4 U "t2 + 1. 8 412. I;GRGSS_PATHS 9 Illuminance {b'c) L3.4 1, .4 t.4 L,7 -5 1.0 .6 0.4 0.3 0.3 0.3 0.3 U.4 U.6 1.0 1.9 4.1 9.51 17.E 118.6 0.9 4.9 .L 11.1 '0.7 'U,5 '0.4 'U.4 'U.5 'U.8 '1 •5 13.0 1, � 410.7 411.0 47.1 Average = 9.86 Maximum = 39.2 p �-/ (p� O 14inimum = 0.7 fi 4 'Q r + + + + '0 + + '1 *2 + + + - '5 i��� r + 4 4 Avg/Min Ratio - 14.09 '17. % 117 U 9 5 L.3 .4 U.j 6 0.4 ® 0.3 0.3 0.3 .6 .0 .0 4.7 11.18 4.8 3.8 .6 .3 '1.1 U.J 'U .4 '0.4 'U.7 'J .1 1'1.9 9 .6 3.4 Max/Min Ratio - 56.00 '7.9 1 . 5 6 '3.6 'L .3 h . 5 41.0 4( .7 40.5 40.4 40.3 40.3 40.3 40.4 40.5 +0.9 +1.7 +3.7 '8.71 '15.7 '16. 0. 0 '4.4 ti . 0 F1 . U % . 6 'U . 5 '0.4 '0.4 +U . 5 +, 4 4. +, 11 'U.7 +J .0 1.5 .. 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Z .5 4.4 `3.0 '3.8 /.0 11, 9 12.4 "1.9 4.1 L.9 t3.H "7.2 '11.9 12.5 "7,6 -�1 i 'S . 5 "7.2 16.2 +4.0 +2.8 +3.5 _7 , 4 16. 7 '24. 3 +17. 8 "7.9 +3 2 +1.5 +1.1 +1.3 +2 2 +4.7 11. 2 +21.6, +2 3. 1 +13. 3 +5.9 ' 3.7 '5 . U '11. 1 '21. 4 "2 2. 7 12. 9 '5.7 'r3.6 .1 411. 2 +21. 4 +2 0. 6 +12 . t f _ - t _'3 16. t t _tt t r t t t2.2 t2.7 t2.6 2.1 L . 0 .1 9 15.4 L L . 6 16.6 17.5 r,. ,..... «a <.....M,,:.�0 .. »:r3� t� -0-f�� , t D. E „� t 1. �..,«.. t� . �, d.,a ..� . �G t.,, t7 U - 6.... ti Q , trl . 5 t.?.a ?.�:r, r5 _u t ,,,,,,µ t. •.: a 1 121. 4 t11. ....... . ------------ 1� .. ...... _ .... r- _tl -ti 't2 t '8 t t -14 t 'ti t t t t- t t t_ t7 it t -'-7. r, 7 r- t , t't-LO.t ._..,.. Q tl -2 1 .2 . L .4 .1 4 .3 .3 11. 0 7 _6 .2 0 Q . 9 1 .5 3.0 6.2 . 2 *7 . - 9 7 t3.4 6.3 tl Q . 4 tl Q . 90 '3 . t2 .6 .3 .4 6 1 Q . 4 7 6.7 ------------------------- ... ....., .... •. ....._-- ..... ..... .... ..... ..... ... ....- ------- .. .. ... ..., t0.6 t0. i 1 0.7 10.9 11.3 t2 .2 t3 .4 14 .1 t3 .5 t2- .3 t1 .3 t0 .8 t0 .7 10 .7 t1 ,0 t1 ,7 t2 .9 t4 .2 t4 .4 t3 .3 _'2'2r .2 t1.7 t2.0 b3 .0 'F4 .1 t4.2 '3.2 1 t1 .7 h2 .0 'i2 .) 14 .0 t4 .1 t2 .9 t1 .7 tU.9 tU.5 tU LWt0.5 .. .. .. .......... ... n . . ............................................................. ............ ....................................................... ........... tU . 3 ......._....IU .4 ............ . t0 . r} ..... t0.5 1Q G ......_10.8 -'1 .1 11 .4 - 11 . { - 71.-, 4 .. *1-.1-...-tU i8 .......... *0- to . 5 to . 5 t0 .7 t0 .9 tl .3 tl .7 7 t1.5 t1. L 1.1 1 .1 1 .4 1 . % 1 .7 t1.4 1.2 \ `r; . U 1 .1 11.4 11 . 11.6 11.3 10.9 7U . 6 10.3 10.2 10 . .. _ ....... > O 2U V)q) 2 o- Z v ❑ D U Q to -a -5 LL Plans PrR ared By ClW4, Inc. ; 500 West Fulton St. Sanford, R. 32771 -- - - -- _ _ t0 .2 _t0_22 - tU .3 10 .3 10 .4 40.5 10 , 6 t0 .7 10,-, t0 .7 t0 6 t0 .5 10 .4 t0 , 3 t 4 t0 .4 t0 .5 tU . 7 t0 .8 t t0.8 tb . 7 t0 .6 U.7'U.7t0.8 U.7 O t0\6\"�) 10.7 tU.7 t tU.5 10 .3 10.2 10.2 _1U W J � 7 w J 1 >a Q a Q 6L �J Q a III LLj (LU ® ^�t �Q w O ® W < ..... .... ...... ... ................. ............ .. ..... _.... .. .... ........... C� <t 11��11 O < z� o 1 U)m Q QQ]] O O O Q J t0.1 tb.2 t0.2 10.2 10.2 10.3 10.3 10.4 10. 7 10.3 t 0.3 t 0.3 '0 .2 '0 .3 to t .3 Q.3 t 0.4 _'0 .4 'Q .4 t0.4 0.4 to .4 10.4 t0.4 t0.4 to .5 to .5 '0 .4 to .4 t t0.4 tU.4 �Q.4 t0.4 t0.4 t0.3 t0.3 r0.2 tU.L t0.1 tU ....... 1 ° �^ 1\ t0.1 to .1 10.1 10.1 10.2 10.2 10.2 10.2 _10.11 70.2 10.2 70.2 10.2 t0.2 t0.2 t0.2 t0.2 t0.2 t0.3 t0.3 to o 7 3 10.3 tU . 3 tU . 3 tU . 3 t0.3 10 ..3 t0.3 10.3 t0.3 70.3 tQ . 2 10.2 10.2 10.2 10.1 10.1 10.1 10 EXISTING SCREENING AREA FIS BAGGAGE BELT- EMERGENCY PHOTOMETRIC PLAN 1/$" = 1'-0" www•cphcorp.com A Full Service A&EFirm Architiecits Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas 1 � 1. � • �l . c -r7 ti LQ s,•} Iti.1,111111H `10%`a� Sheet No. %h NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION E o � v7 x > O 2U V)q) 2 o- Z v ❑ D U Q to -a -5 LL Plans PrR ared By ClW4, Inc. ; 500 West Fulton St. Sanford, R. 32771 Ph: 407.322.6841 Licenses: Eixj. C.RA No. 3215 Sirvey L. B. No. 7143 Arch. Lic. No. AA2600926 Lnds .p. Llc. No. L C0000298 LL O Q_(f) Q ry W J � 7 w J 1 >a Q a Q 6L �J Q a III LLj (LU 7 �Q w O ® W < I C� <t 11��11 O < z� o U)m Q QQ]] O O O Q J O Sheet No. %h NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION SECURITY SYSTEM DEVICE SCHEDULE SYMBOL DESCRIPTION NIANUFACTURER INPUT WATTS MOUNTING NOTES 1-- DOME TYPE NETWORK CAMERA (FIXED) AXIS #P3365 -VE 0 WALL OR F= FIXED (PTZ) AXIS #Q 6045-E MdI n, CEILING AS w PTZ = PAN7r ILT/ZOOM (PTZ-A) AXIS #Q 0 0 REQUIRED F PTZ-A 026000-E- 60HZ (2) CATV O Qj .v 7 Uj z� t6 �w Po VERIFY EXACT MOUNTING f HID CARD READER !-CLASS SE RK40 HID #921 NTNNEK00000 a AND HARDWARE WITH OWNER SCR SCRAMBLE KEY PAD IDENTIV #DS47L-SPX —0, i VERIFY EXACT MOUNTING Plans Pre ared By CPI-, Inc. SCRAMBLE PAD HOUSING#M32SL 500 West Fulton St. AND HARDWARE WITH OWNER MR MATCH READER IDENTIV #MATCH2 Ph. 407.322.6841 VERIFY EXACT MOUNTING Licenses; Erg, C.QtA. Na 3215 AND HARDWARE WITH OWNER SurveyL.B. Na 7143 MAG LOCK WITH MAGNETIC BOND SCHLAGE 1FM190DEPxSTANDARD 44486450 Arch. Lic. No. AA2600926 PROVIDE 120V POWER AS Lndscp. Lic. No. LC0000298 SENSOR, DOOR POS REQUIRED G DOOR CONTACT ALLEGION LNC SENTRONICS #SEM7840/7850 TSB 36 -TOUCH SENSE BAR SECURITRONItrSBCL f\ RELAY ALTRONIX#AL1012ULX _EX REQUEST TOEXIT BUTTON ALARM CONTROLS CORP. #TS -2 MPOWER SUPPLY ALTR0NIX#AL1012ULX SST: SECURITY SYSTEM CONTROL PANEL IDENTIV //DTLM3 PAC PROFUSION ACCESS CONTROL CABLE (BANANA) HONEYW ELL #3195 SIS BAGGAGE BELT -SYSTEM PLAN frtl"N 11-011 NORTH GENERAL NOTES: 1. SECURITY EQUIPMENT LOCATIONS ON THIS SHEET ARE ESTIMATED AND CONTRACTOR SHALL COORDINATE EXACT LOCATIONS WITH LIGHTING SPRINKLERS www.cphcorp.com A Full Service A & E Firm Archilects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • lexas 9 O V5 611 re m SYSTEMS HEX NOTES: OPROVIDE GALVANIZED SINGLE GANG JUNCTION BOX WITH 1" CONDUIT STUBBED ABOVE CEILING PROVIDE a PULL STRING. LABEL BOTH ENDS "SECURITY RACEWAY". COORDINATE WITH OVITIER FOR LOCATION. Q RESERVED FOR SECURITY EQUIPMENT THAT MAYBE REQUIRED BY OVERSIZED LUGGAGE SLIDE DOOR. ORELOCATE CEILING MOUNTED CAMERA WITH DOME ENCLOSURE TO NEW CEILING. PROVIDE 1" CCTV CONDUIT WITH CAT6 CABLING TO COMM, RM, B NEW SWITCH, CABLE LENGTH SHALL BE LESS THAN 300 LF. SEE DETAIL SHEET 51E500 COORDINATE WITH AIRPORT SECURITY. EXISTING CONDUIT SHALL BE REUSED ONLY IF UNDAMAGED. OPROVIDE NEW CEILING MOUNTED CAMERA WITH DOME ENCLOSURE COORDINATE LOCATION WITH OWNER AND FIELD CONDITIONS. PROVIDE 1" CCN CONDUIT WITH CAT6 CABLING TO COMM. RM. B NEW SWITCH, CABLE LENGTH SHALL BE LESS THAN 300 LF. SEE DETAIL SHEET 5/E500 COORDINATE WITH AIRPORT SECURITY. OPROVIDE NEW SWITCH #HP29XX-24G-POE FOR SECURITY CAMERA'S NEW CAT 6 WIRING. PROVIDE NEW SCRABLE KEY PAD BASED ON OWNER'S DIRECTION. EXACT LOCATION AND EXACT EQUIPMENT SHALL BE COORDINATED WITH OWNER PRIOR TO START OF WORK SEE DETAILS ON SHEET E- 500 FOR ADDITIONAL INSTALLATION INFORMATION. KEY PLAN Sheet No. F M NOTE; THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Q� LL 1-- 0 n, 2 w 0 0 U Q (2�O O Qj .v 7 Uj z� t6 �w Po In lJ O Q Iz ii a U Q U)0 —0, i Plans Pre ared By CPI-, Inc. FL 500 West Fulton St. Sanford, H. 32771 Ph. 407.322.6841 Licenses; Erg, C.QtA. Na 3215 SurveyL.B. Na 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Sheet No. F M NOTE; THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Q� LL 1-- 0 w 0 0 O❑ Q (2�O I z } 0! — I IJ F_ Uj z� �w Po In lJ O Q Iz U) O U) z a FL o M 0 z 0 Sheet No. F M NOTE; THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION MODULAR JACK AS REQUIRED FOR TELECOMM. SYSTEM T 1" CONDUIT TO CABLE TRAY OR STUB UP TO ABOVE ACCESSIBLE CEILING SPACE 4"x4" BOX WITHOUT BARRIER COVER PLATE MODULAR JACK AS REQUIRED FOR TELECOMM. SYSTEM TELEP / COMM OUTLET DETAIL N.T.S. 12 GAUGE HANGER WIRE OR CHAIN FOR FIXTURE SUPPORT CONNECTED TO STRUCTURE ABOVE - 11 IAI(-T1llA1 �r-w SEISMIC CLIP LAY -IN FIXTURE DETAIL N.T.S. U Y Uj co J U J TO RED cin ADDITIONAL BLACK SENSORS BLUE (AS REQ'D) v o z ►- ° °o + HOT BLACK NEUTRAL WHITE POWER PACK RED (LINE) DUAL TECHNOLOGY OCCUPANCY SENSOR REFER TO LIGHTING PLANS FOR EXACT NUMBER OF LOADS PER OCC SENSOR if I/— —------------ WALLSWITGH�) d WALL SWITCH WALL SWITCH I b WALL SWITCH - _ --- BRED (LOAD) a — — — LIGHTIN IGHTING IGHTING IGHTING l LOAD LOAD LOAD LOAD I — -- I I WHITE (NEUTRAL) I �1 -----------------./ OCCUPANCY SENSOR N.T.S. 4 _MAC_ LOCK POWER SUPPLY WITH BATTERY BACK-UP LOCKNETICS MODEL/1505-F.0.0.(rYPICAL); (CURRENT DRAW IS .5 AMP) // 1"C. & CABLING TO SECURITY SYSTEM TERMINAL CABINET (REFER TO SYSTEM FLOOR PLANS) FIN. CLG. (2) CONDUCTOR #22 AWC CABLE --'P' (2) CONDUCTOR #18 AWG CABLE —rt 1/2" C. FOR DOOR CONTACTS MAG -LOCK FR_1 CR �C) MG ACCESS CONTROL CONDUIT DIAGRAM N.T.S. FIS SYSTEMS RISER NOTES I"C IT] EXISTING CAMERA RACEWAY TO RE REUSED WERE NEW CATh POSSIBLE. EXTEND AND CONNECT TO CONDUIT TO CABLE NEW CAMERAS. PROVIDE NEW CAT F SYSTEM . REMOVE EXISTING FEEDERS TO EXISTING CAT 5 CONTROL S TO CONTROLLER. PROVIDE NEW `3WiTH /HP29XX-24G-POE FOR ll)�� NEW SECI.IRTY CAMERA'S WITH CAT 6 WIRING. - PROVIDE ANY ADDITIONAL `'WITCH FUNCTIONS NECESSARY FOR A FULLY OPERABLE 'SECURITY SYSTEM. NFW CAMERA LOCATIONS TO BE COORDINATED IN FIFI.D EXISTING COMM. I FLOOR LEVEL FIS -SYSTEMS CAMERA RISER N.T.S. CABLING TO INTEGRATED 'AUTODOME' DOME ENCLOSURE A'ti RFnI IIRFn FI F(`TRI(`AI nnNTPAnTnR TO PPn\nnF OL CABLE IN ;ABINET. NOTES: 1. ALL CCTV EQUIPMENT SHALL BE COMPATIBLE WITH THE EXISTING CCTV SYSTEM. - 2• ALL DEVICES & WIRING SHALL BE SUITABLE FOR WET LOCATIONS, 3. ALL MOUNTING HARDWARE (BOLT, NUNS, NONSTANDARD BRACKETS & PLATES, ETC.) SHALL BE STAINLESS STEEL. 4. PROVIDE WIREMOLD MULTI -OUTLET PLUGSTRIP WITH SURGE SUPPRESSION AT EACH CCTV JUNCI'ION BOX. CCTV CEILING MOUNT DETAIL N.T.S. KEY SWITCH Neo 1 S GRN Z C AT 5 riPODM 4P DX IID nF'P16 DS 3 a CAT 5 CAT '5 1 nPP16 DS _JLOAD —101 B I UE — 0_10V DIM VI FIXT GRN GY WHITE — 277V C IRC IJIT ORO LOAD N BLUE— 0-10V DIM A FIXT GFN)N Z GY CAT 5 TO NEXT POWER NOTE: PAC [</RELAY 1. DIAGRAM I`; BASED ON ACUITY PRODUCT AND IS TYPICAL AND MAY DIFFER DEPENDING; ON LOCATION. MULTIPLE POWER PACKS SIMILAR TO ABOVE WILL VARY AND SHALL BE ACCOMMODATED BY CONTRACTOR EASED ON LOCATION. 2. CONTRACTOR SHALL PROVIDE COMMISSIONING 01=- LIGI-MNG SYSTEM USING ACUITY "nC OMM KIT" FOR LIGHTING SYSTEM ABOVE. SOFTWARE (SensorView) MAY BE DOWNLOADED FROM AC (JITYB RANDS.0 OM, SUPPORT I'_`) AVAILABLE AT 'I (GO(:)) 535-2465.. 3. POWER PAC[<`I (nPP 15) AND CONTROLLER (Neo 1S) ARE TO GE LOCATED ABOVE CEILING TO `ITRUCTURE. KEY SWITCH LIGHTING CONTROL DIARAM N.T.S. www.cpheorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas H I III Lo WE _7 O (n EL z O U V ul � in ry W E i nI oa yl l� �I 4 70 sz � x -0 o U cn o ai z ai 0 ® U Q (0 0 ) iii Plans Prepared By CFH. Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Llcenses: Eng.C.O.A No. 3215 Survey L.B. No. 7143 Arch. Lie. No. AA2600926 Lndscp. Lie. No. LCO000298 Uj LL 0. Cn a J W Q J � J z z O> Oo ® I® W Q OL Q t7 � o Z if 1 01 ry = I— W �— z rrK C� z ILI my LL W 0 W if (� O < v� L LL ° (D O � O J [l' O Sheet No. �T NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Branch Palle: 1 HE1 L ocaion: EXISTING ELECTRICAL ROOM F Mounting: Surface Enclosure: Type 1 I NOTES: Volts: 480Y/277V Phases: 3 Wires: 4 AI.C. Rating: Mains Type: SQ-D-NEHB Mains Rating: 400 A MCB Rating: 400 A CKT I Circuit Description CKT 1 FREIGHT ELEVATOR PANEL 2HE2 3 1 SPACE 5 - Q I I � 7 SPARE 20 A 9 SPARE 5 11 _- PANEL 2HE1 13 SPARE . AHU #8 15 SPARE 10 17 TVSS '- 19 - 11 21 SPARE SPARE 23 SPARE AHU #8 HEAT 25 SPARE 16 27 SPARE -- 29 SPARE 17 31 SPARE D----,, 33 ' • OL D BELT 1 (MAKE SPARE) 35 OLD MCP BELT 2 22 37 - __ 39 24 23 41 ' 0= 43 ' OLD BELT 3 (MAKE SPARE) 45 XFRMR 1LE1A 28 47 - -- 49 - mm 51 SPACE ME= 53 SPACE C 55 SPACE 34 57 MAIN CIRCUIT BREAKER ZO A 59 61 I- -- I NOTES: Volts: 480Y/277V Phases: 3 Wires: 4 AI.C. Rating: Mains Type: SQ-D-NEHB Mains Rating: 400 A MCB Rating: 400 A Branch Palle: L4 L ocaion: ELECTRICAL ROOM 1A Supply From: Mounting: Surface Enclosure: Type 1 Circuit Description CKT PANEL SCHEDULE HEX NOTES: 1O CONTRACTOR SHALL TRACE SOURCE OF BREAKER SHORT AND REPORT BACK TO ENGINEER OF RECORD. REPLACE ALL DEFECTIVE BREAKER, FEEDER, CONDUIT OR SAFETY SWITCH WITH NEW EQUIVALENT DETERMINED TO BE DEFECTIVE BY INVESTIGATION. INDICATE "SPARE" IN NEWTYPEWRITTEN PANEL SCHEDULE. O FORMER EXISTING SPACE PROVIDE NEW CIRCUIT BREAKER EQUIVALENT AIC RATING AS OTHERS. INDICATE AS SHOWN IN NEWTYPEWRITTEN PANEL SCHEDULE. 2 1 CKT Circuit Description Trip PANEL 2HE2 2 1 SPACE -- -4 Q I I � 3 VAV-65 20 A - 6 5 SPACE _- PANEL 2HE1 8 7 AHU #8 30 A - 10 =11111M 20 A '- IMMMEM 12 11 'Mllllfi== -- SPARE 140 13 AHU #8 HEAT 50 A SPARE 16 15 6 -- SPARE 18 17 - -- SPARE 20 ' • OL D BELT 1 (MAKE SPARE) m A �= 22 -M i __ SPARE 24 23 - ' 0= 26 ' OLD BELT 3 (MAKE SPARE) ' • M -M- 28 27 -- 0m 30 mm - -- ME= M 111IM21111MIMEM0M C Poles SPARE 34 M© CKT ZO A INBOUND BELT#3 CUSTOMS 36 35 11111ZM1111�=Mll 3 - 38 ==� AH U #6 100 A - 40 139 -- - IM111 SPARE M == - -- SPARE � 11111M� SPARE 46 mm 48 == SPARE 50 MEMMEM 4 ' 111=11 MIMm - SPARE =101111111 XFRMR 1LE1 58 - 60 13.8 kVA 0 kVA =M 20 A m SPARE 6 ' ' -i 30 A mm 5.5 kVA 1 �� U kVA 0 kVA 11�11 I 1 20 A 24 == 8 iii=� 9 - Hit.:11111 - -- 20 A it"5,it.5 MM 0 kVAli:I. -_ ;',i 1 20 A 0 kVAll: ' 10 1 mm - MM - -- 1111111101111 MED" 500 West Fultat 5t. II 5.5 kVA 0 kVA 1 0 A Llcertses: SPARE 12 MEEMIM�1=1111417-w== 13 SPARE .; 30 A 3 5.5 kVA 0 kVAiffi :I IIli........�. III t 3 60 A j TVSS 14 .._,.- -,_....._.._ ,-.--.. ..---..-,-.,,. r--"---,----,-,---"---"---,— 15 - 20 A - -- '1EMNIM a =_= 5.5 kVA __— : i.� � 1 _ 1 20 A 16 VAV-3-9 17 mmmm 0 kVA - -- ' ' ... ; == 0 kVA == -- - -18 0 kVA 11111Z�MMllll SPARE ) = mm��Mllll 5.5 kVA 0 kVA 40 - on= - mm kVA SPACE 20 -- 21 -- 42 - -- 0 kVA 0 kVA 5.5 kVA U kVA - -- 0A SPACE 22 d 23 - - -- 5.5 kVA ' • © -- � 24 25 ©= MIM111111 3 19.4 kVA 0 kVA ' • �10111111= - - - mm SPACE ' ' 27 "' -_ == 19.4 kVA 0 kVA - _- . I. 28 3 a =_ -- Branch Palle: L4 L ocaion: ELECTRICAL ROOM 1A Supply From: Mounting: Surface Enclosure: Type 1 Circuit Description CKT PANEL SCHEDULE HEX NOTES: 1O CONTRACTOR SHALL TRACE SOURCE OF BREAKER SHORT AND REPORT BACK TO ENGINEER OF RECORD. REPLACE ALL DEFECTIVE BREAKER, FEEDER, CONDUIT OR SAFETY SWITCH WITH NEW EQUIVALENT DETERMINED TO BE DEFECTIVE BY INVESTIGATION. INDICATE "SPARE" IN NEWTYPEWRITTEN PANEL SCHEDULE. O FORMER EXISTING SPACE PROVIDE NEW CIRCUIT BREAKER EQUIVALENT AIC RATING AS OTHERS. INDICATE AS SHOWN IN NEWTYPEWRITTEN PANEL SCHEDULE. 2 1 CKT Circuit Description Trip PANEL 2HE2 2 1 SPACE -- -4 Q I I � 3 VAV-65 20 A - 6 5 SPACE _- PANEL 2HE1 8 7 AHU #8 30 A - 10 9 20 A '- - 12 11 - -- SPARE 140 13 AHU #8 HEAT 50 A SPARE 16 15 6 -- SPARE 18 17 - -- SPARE 20 19 OL D BELT 1 (MAKE SPARE) m A SPARE 22 21 i __ SPARE 24 23 - -- SPARE 26 25 OLD BELT 3 (MAKE SPARE) 20 A SPARE 28 27 -- SPARE 30 29 - -- SPARE 32 31 C Poles SPARE 34 33 CKT ZO A INBOUND BELT#3 CUSTOMS 36 35 60 A 3 - 38 37 AH U #6 100 A - 40 139 -- - -- SPARE 42 1 41 - -- SPARE 44 1 SPARE 46 SPARE 48 NOTES: SPARE 50 SPARE 52 4 SPARE 54 - SPARE 56 XFRMR 1LE1 58 - 60 62 C n_ (9 C7 0 It <9 r O N V) CV r 480 ZS/271V, 30, 4W - FPL 1MW UTILITY (E) / TRANSFORMER Volts: 480Y/277V Phases: 3 Wires: 4 AI.C. Rating: Mains Type: MLO Mains Rating: 250 A MCB Rating: 225 A Poles A Branch Panel: EDP2 Poles Trip Circuit Description CKT - 0 kVA 0 kVA Q I I � O Locaton: ELECTRICAL ROOM 1B 20 A Volts: 480Y/277V 2 1 AI.C. Rating: ( 0 kVA 0 kVAiiitilii ti:it X: 1 20 A VAV-64 Phases: 3 (9 INDICATES.'30TA TRIP Ct FC.:1 BREAKER Mains Type: MLO I U kVA 0 kVA Mounting: Surface E UNKNOWN 6 Wires: 4 0 kVAill Ok VA Mains Rating: 600 A .f _ ; JJ�i1`C C I....I 1 Enclosure: Type 1 VAV- 66 8 -li� i 0 kV A MCB Rating: 225 A 4W� Q rn CKT 2q A VAV-67 10 � 0 kVA 0 kVA Circuit Description 20 A Trip Poles 12 A B C Poles Trip Circuit Description { CKT ZO A 1 CUSTOMS UPS MAIN 14 60 A 3 13.8 kVA 0 kVA U kVA 1 - -- VAV- 7U SPACE 2 3 - tt - --3mm 1 Slum13 8 kVA U kVA 18 ::I 1 20 A SPARE 4 5 - 20 A - -- i - 13.8 kVA 0 kVA 1 20 A SPARE 6 7 SPARE -i 30 A 3 5.5 kVA 0 kVAlxxx U kVA 0 kVA 11�11 I 1 20 A 24 SPARE 8 0 kVAtit 9 - Hit.:11111 - -- 20 A it"5,it.5 kVA 0 kVAli:I. - ;',i 1 20 A 0 kVAll: SPARE 10 1 11 - VAV-3-1 - -- MED" 500 West Fultat 5t. II 5.5 kVA 0 kVA 1 0 A Llcertses: SPARE 12 13 SPARE .; 30 A 3 5.5 kVA 0 kVAiffi :I IIli........�. III t 3 60 A j TVSS 14 .._,.- -,_....._.._ ,-.--.. ..---..-,-.,,. r--"---,----,-,---"---"---,— 15 - 20 A - -- 34 5.5 kVA Aiit 0 kVX: : i.� _ 1 20 A 16 VAV-3-9 17 - 0 kVA - -- „'' ... ; 5.5 kVA 0 kVA -- -- - -18 0 kVA 19 SPARE ) 30 A 3 5.5 kVA 0 kVA 40 - f - -- kVA SPACE 20 -- 21 -- 42 - -- 0 kVA 0 kVA 5.5 kVA U kVA - -- 0A SPACE 22 d 23 - - -- 5.5 kVA 0 kVA - -- SPACE 24 25 INBOUND BEL T4 CON1R01 ER 100 A 3 19.4 kVA 0 kVA ...! h - - - SPACE 26 27 "' -_ -- 19.4 kVA 0 kVA - _- SPACE I. 28 3 29 =_ -- -- J !! .... I . VA 19.4 k' 0 kVA - -- SPACE 30 31 INBOUND BELTS CONTROLER 100 A 3 19.4 kVA 0 kVA " :!i - -- SPACE 32 33 -- -- -- 9 kVA - -- SPACE 34 35 - -- __ ; I O 19.4 kVA 0 kVA -- SPACE 36 - -- 0 kVA 0 kVA ( - -- SPACE 38 39 SPACE - -- 0 kVA 0 k. VA - -- SPACE 40 41 SPACE - -- ....... 0 kVA U kVA - -- SPACE 42 43 SPACE - -- 0 kVA 0 kVA ` - _ - SPACE 44 45 SPACE - -- 0 kVA U kVA : .:. - -- SPACE 46 47 SPACE - -- 0 kVA 0 kVA - -- SPACE 48 49 SPACE - -- 0 kVA 0 kVA �l I'' 1MM- - SPACE 50 51 SPACE -- -- 0 kVA 0 k VA - -- SPACE 52 53 SPACE - - 0 kVA 0 kVA - -- SPACE 54 r �5 n SPACE - - 0 kVA 0 kVA ( SPACE 56 SPACE :. kVA 0 kVA - -- SPACE 58 59 SPACE - -- ;; 0 kVA 0 kVA - -- SPACE 60 61 SPACE 0 kV 9 II - -- SPACE 62 Total Load: 1 kVAkVA 69.1i kVA 69.1 kVA Total Amps: 249 A 249 A 249 A NOTES: C n_ (9 C7 0 It <9 r O N V) CV r 480 ZS/271V, 30, 4W - FPL 1MW UTILITY (E) / TRANSFORMER Volts: 480Y/277V Phases: 3 Wires: 4 AI.C. Rating: Mains Type: MLO Mains Rating: 250 A MCB Rating: 225 A Poles A B C Poles Trip Circuit Description CKT - 0 kVA 0 kVA Q I I � O 1 20 A VAV- 63 2 1 ( 0 kVA 0 kVAiiitilii ti:it X: 1 20 A VAV-64 4 (9 INDICATES.'30TA TRIP Ct FC.:1 BREAKER * I U kVA 0 kVA 1 ZO A E UNKNOWN 6 3 0 kVAill Ok VA .f _ ; JJ�i1`C C I....I 1 20 A '' VAV- 66 8 -li� i 0 kV A 0 kVA 4W� Q rn 1 2q A VAV-67 10 � 0 kVA 0 kVA 1 20 A 13 VAV- 68 12 3 p kVA 0 kVAil�l NIX :1 { ZO A VAV- 69 14 -!Ml - 0 kVA U kVA 1 20 A VAV- 7U 16 -' i tt 0 kVA 0 kVA 1 20 A VAV- 71 18 3 0pli kVA 0 kVA i.1 i 20 A VAV- 72 20 - 0 kVA 0 kVAiit 1 20 A VAV-73 22 -i 1: ( v ` U kVA 0 kVA I 20 A UI;IiiNI£:1 VAV-74 24 3 0 kVA 0 kVAtit it: Z Hit.:11111 '\G`I"URER 1 20 A VAV- 75 26 - p i 0 kVA 0 kVAll: ❑ 1 20 A ❑ VAV-3-1 28 -TigI. MED" 500 West Fultat 5t. ?' 0 kVA U kVA 1 20 A Llcertses: VAV-3-2 30 strvey! B. No 7143 0­Mxv kVA .; Lndscp. Li c. Na. LC0000298 1 20 A VAV-3-3 32 LL j 0 kVA .._,.- -,_....._.._ ,-.--.. ..---..-,-.,,. r--"---,----,-,---"---"---,— EE 1 20 A VAV-3-4 34 O k VA 1 20 A VAV-3-9 36 3 0 kVA 0 kVA „'' 3 90 A AH U #6 H EAT 38 - 0 kVA 0 kVA ) -- - 40 - 7iii It0 f kVA 0 kVA -- -- -- 42 A Load 0 kVA 0 kVA 0 kVA I Amps: 0A 0A OA N OTE: E: PANELS 1HE1, EDP2, L1, AND L4ARETO BE PROVIDED WITH NEW TYPEWRITTEN PANEL DIRECTORIES IN ACCORDANCE WITH NEC 404.8(A). ELECTRICAL RISER DIAD- Aryl M 1.5. 11 .11 1111111111111111111111111111F --i www.cphcorp.com A Full Service & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation pfiices in: . Florida • Puerto Rico s Connecticut Maryland • Texas �� C- ,� ,� -- ° • ���f� 4:. = �r'GL,4 = r ac —1 W L() c .(J).(�0 -- , t -If ✓�✓7V/�AJ�/ �' 9 9 7 4 g 1 b �°'�� �. IR b V5 6 M ------------------- �f r9 3 ._ i' 8 O � L) ---- ..----- (N) INDICA]­E3 NEW � �Y (I:µ) INDICNI-ES EMSTII�IG Q I I � O �C W () EXISTING TO EXTEND j ®Q o (B) INDIC AVI ES BLC;CKING DEVICE i---' I� Q � (G) INDICyA'I-ES GR --,l BRI:'.- \I<ER 9 a (9 INDICATES.'30TA TRIP Ct FC.:1 BREAKER * I I I I V,...,. V, BREAI E;`. E .,I `. 3ENERAI'OR -1. I .f _ ; JJ�i1`C C I....I O Q � >-- CURRENT TRANSFORMER (CT) '' � O Ur ❑ NOTE: NOT ALL SYMBOLS AF?,f:: t.i;:SECr 4W� Q rn (O Q � r `}1Y�{f 13 ai N { - 2 a i -Q t R a C"111TROLLED C v UI;IiiNI£:1 .� N > .. Z '\G`I"URER p i ❑ ❑ Q i ❑ Plans Prepared By ; CPI , Inc. MED" 500 West Fultat 5t. 3f�, �I�J°J S�rford, Fl. 32771 Ph: 407.322.6841 Llcertses: Erii QUA. No. 3215 strvey! B. No 7143 Arch. 1J c. No. AA2600926 Lndscp. Li c. Na. LC0000298 (/a LL .._,.- -,_....._.._ ,-.--.. ..---..-,-.,,. r--"---,----,-,---"---"---,— EE ry ------------------- �f r9 3 ._ i' 8 O � L) ---- ..----- (N) INDICA]­E3 NEW � �Y (I:µ) INDICNI-ES EMSTII�IG Q I I � INDIA/9-L-3 �C W () EXISTING TO EXTEND (,) IbIDICr°\ E S LC7�KING DEVICE ®Q o (B) INDIC AVI ES BLC;CKING DEVICE i---' I� Q � (G) INDICyA'I-ES GR --,l BRI:'.- \I<ER 9 �- i ry - H LL (9 INDICATES.'30TA TRIP Ct FC.:1 BREAKER W [_ ZnM F=- V,...,. V, BREAI E;`. -j O �H -�. FUSE' e W a w p < .f _ ; JJ�i1`C C I....I O Q � >-- CURRENT TRANSFORMER (CT) � O Ur ❑ NOTE: NOT ALL SYMBOLS AF?,f:: t.i;:SECr Q rn —.......___..._,_..,,-....___.........___._.....-......_.. rn O I O (E z (1) Q v_ O Sheet No. is## NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION ABBREVIATIONS ENGINEER NOTESDRAWING INDEX ------------------- AFF ALT ARCH BC BD BG BHS ABOVE FINISHED FLOOR ALTERNATE PROJECT ARCHITECT BAG CLEARANCE BAG DROP BETWEEN SIDEGUARDS BAGGAGE HANDLING SYSTEM MAX MECH MFG MIN MCP NIC NTS MAXIMUM MECHANICAL MANUFACTURER MINIMUM MOTOR CONTROL PANEL NOT IN CONTRACT NOT TO SCALE CONTRACTOR DOCUMENTS AND SPECIFICATIONS: THE CONTRACTOR IS HEREBY NOTIFIED THAT ESSENTIAL AND PERTINENT INFORMATION REGARDING THE CONSTRUCTION AND COMPLETION OF WORK FOR THIS PROJECT IS CONTAINED IN THE CONTRACT DOCUMENTS AND SPECIFICATIONS. REGARDLESS OF DISCIPLINE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND REVIEW 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'S SOLE EXPENSE. ABBREVIATIONS GENERAL NOTES AND DRAWING INDEX B.IS.02 BLDG BUILDING OC ON CENTER PLAN- OVERALL AREA - FIS 81.1.00 BOS CL BOTTOM OF STEEL CENTER LINE OIT OPS OPERATOR INTERFACE TERMINAL CONTROL SAfIONS NOTES B2.1.01 - PHASE 1- DEMO CD1 & CD2 B2.1.02 OPER B2.1.03 CLR CLEAR OS OVERSIZED PHASE 4- 1135 & CD5 INSTALL B2.1.05 - COL COLUMN PDP POWER DISTRIBUTION PANEL A. PROVIDE AND INSTALL START-UP BEACONS, JAM/E-STOP BEACONS AND HORNS AS REQUIRED. - ELEVATION- IB5/CD5 SYSTEM 85.1.00 - BHS SYSTEMS CONTROL DEVICES B. THE CONTROL SCHEDULE IN THESE DRAWINGS MAY NOT INDICATE ALL OF THE REQUIRED CONTROL - CONC CONCRETE PSF POUNDS PER SQUARE FOOT STATIONS OR EQUIPMENT. THEY ARE INTENDED FOR REFERENCE ONLY AND INDICATE EITHER THE - CONT CONTINUOUS PT BAGGAGE SAFETY SIGNAGE PREFERRED OR REQUIRED LOCATIONS OF SOME OF THE CONTROL STATIONS REFERENCES IN THE POWER TURN CONTRACT DOCUMENTS. THE CONTROL SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR THE CUNV CONVEYOR QUE QUEUING CONVEYOR DEVELOPMENT OF THE CONTROL SYSTEMS AND REFER TO THE DRAWINGS FOR THE REQUESTED CONTROL STATION LOCATIONS AND EQUIPMENT UNLESS THEY ARE IN CONFLICT WITH OTHER REQUIREMENTS. CS CURBSIDE REF REFERENCE DEVIATIONS FROM THE LOCATIONS SHOWN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE. C. FOR ALL E -STOPS IN PUBLIC CLAIM AREAS, PROVIDE A COVER ON THE STATION THAT ALLOWS DIA DIAMETER REQD REQUIRED UNRESTRICTED ACCESS TO THE E -STOP PUSHBUTTON, BUT DOES NOT ALLOW ACCIDENTAL ACTIVATION BY INADVERTENT BUMPING. E -STOP RESET IN PUBLIC AREAS, DSG DOUBLE SIDE GUARD REV REVISION D. THE BHS SHALL INTERFACE THE FIRE ALARM SYSTEM AND THE SECURITY ACCESS CONTROL SYSTEM. E. SECURITY DOORS SHALL BE PROVIDED AS PART OF THE BHS CONTRACT THE DO R Sheet # Revision # Drawing Name B.IS.01 - ABBREVIATIONS GENERAL NOTES AND DRAWING INDEX B.IS.02 - CONVEYOR LEGENDS AND SYMBOLS B1.0.00 - PLAN- OVERALL AREA - FIS 81.1.00 - PLAN- EXISTING CONDITIONS - OSIA FIS B1.1.01 - PLAN- LOAD CONVEYOR AND CLAIM UNITS B2.1.01 - PHASE 1- DEMO CD1 & CD2 B2.1.02 - PHASE 2- 1134 & CD4 INSTALL B2.1.03 - PHASE 3- DEMO CD3 B2.1.04 - PHASE 4- 1135 & CD5 INSTALL B2.1.05 - PHASE 5- FINAL SYSTEM LAYOUT B4.1.01 - ELEVATION- IB4/CD4 SYSTEM B4.1.02 - ELEVATION- IB5/CD5 SYSTEM 85.1.00 - BHS SYSTEMS CONTROL DEVICES 135.1.01 - PLAN- CONVEYOR CONTROL DEVICES & E -STOP ZONES B6.1.01 - GENERAL DETAIL DRAWING (TYPICAL CONVEYOR) B6.1.02 - GENERAL DETAIL DRAWING (DOOR DETAILS) B6.1.03 - BAGGAGE SAFETY SIGNAGE O WILL ---- DWG DRAWING ROW RIGHT OF WAY BY BHS CONTROL SYSTEM.BE CONTROLLED' t EDS EXPLOSIVE DETECTION SYSTEM SACS SECURITY ACCESS CONTROL SYSTEM EL ELEVATION SCH SCHEDULE ELEC ELECTRICAL SIM SIMILAR JSM & Associates ENGR ENGINEER OF RECORD SS STAINLESS STEEL 730 fast 5th Avenue Mt. Dora, Florida 32757 EQUIP EQUIPMENT SSG SINGLE SIDE GUARD ETD EXPLOSIVE TRACE DEVICE STA STATION FD FIRE DOOR TC TICKET COUNTER cu FF FINISH FLOOR TEMP TEMPORARY IDENTIFICATION N FT FOOT TERM TERMINAL GA GUAGE TOB TOP OF BELT GENERAL NOTES XXXX-YY GALV GALVANIZED TOC TOP OF CONCRETE CONVEYOR SECTION IDENTIFICATION C GENERAL CONTRACTOR TOP TOP OF PLATFORM/PAN - z O HP HORSEPOWER TOS TOP OF STEEL THE FOLLOWING APPLIES IN ADDITION TO THE PROJECT SPECIFICATIONS AND BHS DRAWINGS: vn EL SEQUENTIAL NUMBER OF CONVEYOR SECTION (SAME TYPE) zO v INCL PRIOR TO ENGINEERING AND FABRICATION OF BHS THE CONTRACTOR SHALL FIELD VERIFY ALL BHS RELATED INCLINE TSA TRANSPORTATION SECURITY AGENCY A. DIMENSIONS AND EXISTING CONDITIONS ON THE JOB SIGHT. THE CONTRACTOR IS TO BE RESPONSIBLE FOR Uj ❑ DIMENSIONAL ACCURACY. CONFLICTS SHALL BE BROUGHT TO THE OWNER'S AND/OR OWNER'S REPRESENTATIVE INTERNATIONAL TYP TYPICAL CONVEYOR QUAD IDENTIFICATION ATTENTION IMMEDIATELY UPON DISCOVERY. ALL BAGGAGE SYSTEMS WORK SHALL BE COORDINATED WITH THE IR INSIDE RADIUS UL UNDERWRITER'S LABORATORY GENERAL CONTRACTOR FOR THE BUILDING CONTRACT. BHS (DEMO AND NEW INSTALLATION) SHALL BE COORDINATE WITH OWNER. OPERATIONAL IMPACTS SHALL BE KEPT TO A MINIMUM. THE PORTERING LBS POUNDS VIF VERIFY IN FIELD ODD SIZED UNITS - OS REQUIREMENTS ARE LISTED IN THE SPECS. CURBSIDE UNITS = CS B. DRAWING DIMENSIONS SHALL NOT BE SCALED, DIMENSIONS SHOWN SHALL BE USED. LIN LINEAR VFD VARIABLE FREQUENCY DRIVE BAG DROP UNITS = BD C. REFERENCE CONNECTION DRAWINGS FOR BUILDING ATTACHMENT LOCATIONS. MAINT MAINTENANCE FIRE DOOR = FD D. ACTUAL BELT SPEEDS SHALL BE DETERMINED BY THE BHS CONTRACTOR IN ACCORDANCE WITH GOOD DESIGN W OVER SIZE = OS PRACTICE AND SYSTEM THROUGHPUT REQUIREMENTS. U- 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 LIMITED SHEET NUMBER DESIGNATIONS TO, DRIVES, CATWALKS, PULL DOWN LADDERS, AND SUPPORT STRUCTURE. F. BHS CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES TO MAINTAIN BAGGAGE SYSTEM RIGHT-OF-WAY. 132.2.01 G. SEE ARCHITECTURAL AND OTHER DISCIPLINE DRAWINGS FOR THE MOST CURRENT BACKGROUND AND ❑ COORDINATION INFORMATION. LU H. BHS CONTRACTOR AND ALL OTHER TRADES TO MAINTAIN 3'-0" RIGHT OF WAY FROM TOP OF BELT TO NEAREST O Q ;t OBSTRUCTION. HANGING OF ANY EQUIPMENT COMPONENTS SUCH AS MECHANICAL, ELECTRICAL, PLUMBING OR `n a SHEET NUMBER 1 OF A SEQUENTIAL ORDER HVAC FROM THE CONVEYOR, CATWALK OR ASSOCIATED SUPPORTS IS PROHIBITED. a I. BHS CONTRACTOR TO FIELD VERIFY ALL TIE-IN LOCATIONS. J. CONVEYORS IN PUBLIC AREAS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES Q ACT (ADA). O �, K. CONVEYOR SECTIONS SHALL BE FIELD CUT TO EXACT LENGTHS WHERE REQUIRED. SIDE GUARDS ARE TO BE 21" W p STRUCTURE CATEGORY UNLESS OTHERWISE NOTED HIGH. FLARED SIDE GUARDS ARE TO BE LOCATED AFTER FIRE/SECUTITY DOORS. Q CL dj STAINLESS STEEL SHROUDING IS TO BE UTILIZED ON CONVEYORS IN THE PUBLIC AREA. Q U Q Q C)iL SECTION / DISCIPLINE CATEGORY 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 BUT NOT LIMITED TO CATWALKS, SUPPORTS, HANGING MATERIALS, ETC. DEMO ALL ASSOCIATED MCPs AND BAGGAGE CONVEYOR: ELECTRICAL COMPONENTS. INCLUDING BUT NOT LIMITED TO WIRING, FIELD DEVICES, PHOTOEYES, ETC. ALL Q IS GENERAL INFORMATION, LEGEND, SYMBOLS, NOTES, ETC. WIRING SHALL BE REMOVED TO THE SOURCE. Ww Q 1 OVERALL PLANS, PARTIAL PLANS 0 2 CONVEYOR PHASING PLANS _ 3 EDS REMOVAL AND EGRESS PLANS 0 m Q 4 ELEVATIONS 5 ELECTRICAL J WZ 6 DETAILS 0 7 CATWALK z0 j C/a LU LL U � < 0 SEE BHS BI -SERIES FOR PARTIAL PLAN VIEWS SHOWING ELEVATIONS AND DIMENSIONS. O LL O LLSEE BHS 132 SERIES FOR PHASING DETAILS. 00 o Q co O SEE BHS 63 -SERIES FOR EDS REMOVAL PATH AND PERSONNEL EGRESS PATH. o CD 6 0 SEE BHS 134 -SERIES FOR ELEVATION VIEWS SHOWING ELEVATIONS AND DIMENSIONS. > 0z SEE BHS 135 -SERIES FOR E -STOP ZONES. m 0 SEE BHS 136 -SERIES FOR EQUIPMENT DETAILS.] Q SEE BHS 137 -SERIES SHEETS FOR CATWALK, LADDERS AND CROSSOVER LOCATIONS. s Sheet No. ABBREVIATIONS GENERAL NOTES AND DRAWING INDEX B.1S.01 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION C C 9 7 6 4 3 18 0.5 www.cphcorp.com A Full Service A & E Firlrx>w Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas JSM & Associates 730 East 5th Avenue Mt. Dora, Florida 32757 ,NDO SANFORD INTERNATIONAL AIRPORT KEY PLAN LJ n 4t © LU co T � Z O U 7 --1 LU O Z Q N CD O ,NDO SANFORD INTERNATIONAL AIRPORT KEY PLAN LJ n 4t r� v! © LU co T � 1 Q J 7 --1 V/ O Z Q N CD O O E O _0 ~ cl� �0 L W - z Q C) O U LL 00 O o �Q CD r� v! r� V ) M ��1 Q J 7 --1 L 1_ Q O _0 ~ cl� �0 L W - z ❑o > U LL 00 0 o �Q CD CD n r Z Q CL' O (N)PLA I� PLAN— OVERALL AREA —FIS NJe"H Sheet No. i B1.0.00 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION G.8 0 vvw�cp�corp.colm A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: Florida Puerto Rico Connecticut • Maryland • Texas PLAN- EXISTING CONDITIONS - OSIA FIS 1?' ,,. SCALE: 1/8= V-0" f (N) PLAN NORTH JSM & Associates 730 East 5th Avenue Mt. Dora, Florida 32757 z 0 cn n z O U W � LU H Q r U) FY ® 0 c9 W m Q z _' O Z 0 F- LL z0 0 Cn wLJ ®ry G cV r < p0 O z LL ¢ C c c Cn Z G ci � w Z Q � O a a U Z 0 o U Q cn 0 -- r U) FY ® O W m Q z _' O Z 0 F- LL z0 0 Cn wLJ ®ry IL < p0 O z LL ¢ o <Z CO (o CD u0 X r n w Z Q � O Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION I' 10'-1i" ...... ...i1 .. 44'-3" 1 44'-3" 1 PRESENTATI❑N ORLANDO SANFORD INTERNATIONAL AIRF KEY PLAN _.. GRAPHIC SCALES: 0' 4' 8' 16, 4.1.0 _ _I :SCALE FEET EL:06 ii$° =1'-0" 4.1.0 0' I 2' 4' 81 SCALE FEET 1/4" =1'-O" i L0.....� ,i . 2,._ 4 PLAN� LOAD CONVEYOR AND CLAIM UNITS SCALE=1'-U" FEET 1/2" SCALE: 1/8= 1'-0" a a z gn i www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in. • Florida • Puerto Rico • Connecticut • Maryland • Texas JSM & Associates 730 East 5th Avenue Mt. Dora, Florida 32757 z O V � w LU w LU F- n NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 0 W O 0 (0 3 0 U C (� Q Q ii U) O C/a Q- CL T M O z C) U n- 0 i -w < n O > (0 � C) 0Z z O 0 Q ¢� Q CD W C-) Q O 0 < J � i O N CL PLAN NORTH Sheet No. B1.1.01 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION PHASE 1� DEMO CD1 CD2 SCALE: 1/8- V-0" il�rr NEW BHS EQUIPMENT INSTALLED THIS PHASE EXISTING BHS EQUIPMENT (DEMO) + + + EXISTING BHS EQUIPMENT (RELOCATED) EXISTING BHS EQUIPMENT (TO BE MODIFIED AND REUSED) ® DEMISING WALL MCP-1 B2/CD2 —v --v BREAK IN VIEW MCP-IB1/CD1 I LEGEND MCP -CD3 Phase 1 Demo CD1 and CD2 '-- 1, Dem IB1_ / CD1 and 132 / CD2 conveyor and all associated components (Catwalk, Hangers, Headers, Legs, Etc.) -------------------- - - 2. Demo all associated eIectricaI components, �. �. conduit, wiring and panels associated with IB1 / CD1 and 132 / CD2, 3. Demo the security doors associated with IB1 / CD1 and I132 / CD2. 4. NOTE: During demo of I131/CD1 and I132 and CD2, existing CD3 needs to remain in operation at all times, ORLANDO SANFORD INTERNATIONAL AIRPORT PLAN ! LAN GRAPHIC SCALES: 0' 4' 8' 18' SCALE FEET 118" =1'-0° 0' 2' 4' 8' OR SCALE FEET 114" =1'-0" 01 11 2' 4T N 1 PLAN SCALE FEET NORTH 112" =1'-0" www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut + Maryland • Texas JSM & Associates 730 East 5th Avenue Mt. Dora, Florida 32757 �u Q 4t Sheet No. B2.1.01 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION W (n G0 C1 Ld 0 z <9 N o r r V) S E Ly 0 0 -T- M - < 06 Z3 Q r- C: n $ 70 U "0 0 Q O 0 z J W �fy61 W 0 - o 0 11 0 �'- Sheet No. B2.1.01 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION H rr c� o Ly 0 0 -T- M - < 06 Z3 Q r- C: n z Q 00 0 Q O 0 c- z W �fy61 W 0 - o 0 11 0 O LL W Q Q Q Q U) O T- CL C O Sheet No. B2.1.01 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION MGP -CD3 MGP -CD4 PHASE 2IB4 & CD4 INSTALL SCALE: 1/$= 1'-0" [10111111 NEW BHS EQUIPMENT ................. INSTALLED THIS PHASE EXISTING BHS EQUIPMENT (DEMO) + + + + EXISTING BHS EQUIPMENT (RELOCATED) 7 EXISTING BHS EQUIPMENT (TO BE MODIFIED AND REUSED) . .. .. — DEMISING WALL �' —�% BREAK IN VIEW LEGEND Phase 2 Install I134 and CD4 1. Install all components associated with I134 and CD4 including but not limited to, all conveyor, hangers, headers, bag stop, and stainless steel shrouding. 2. Install security door associated with I134 and CD4 will close on conveyor. 3. Install all associated electrical components associated with I134 and CD4. 4. Install Oversize bag slide, security door and all associated components, mechanical and electrical. 5. Install all decking inside of CD4 and provide access hatches as shown on drawings. f. Perform all required testing per specifications. (Static, Dynamic, Functional and Load testing) 7. NOTE: During installation of IB4/CD4, existing CD3 needs to remain in operation at all times. www.cphcorp.com A Full Service ,A & E Firm Architects Engineers Environmental Landscape Architects M / E / P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas JSM & Associates 730 East 5th Avenue Mt. Dora, Florida 32757 m Z 0 Z a 6 W o a C3 it I -- J ry \ � O F—m ¢ ¢ Z Z Q ORLANDO SANFORD INTERNATIONAL AIRPORT© O ❑ KEY PLAN o � Zo U cn w `�- GRAPHIC SCALES: 06 �- z C n' 4' $' 16, m E o O LL SCALE FEET' CV � Q � w Q fn o 0' 2' 4' 8' _ Z i � ¢ 11111 � SCALE FEET O 1/4" =1'-0" 0' 1' 2' 4' DN � 1 ® PLAN SCALE FEET NORTH 1/2" =1'-U" Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Ca C6¢ o W Q o N O v = 0 w 3 70 � (B 70 Y U Q) >O L N cti � Q Z v D ❑ ❑ U ¢ 0 ❑ -0 o u - I -- J ry \ � O F—m ¢ ¢ Z Z Q ORLANDO SANFORD INTERNATIONAL AIRPORT© O ❑ KEY PLAN o � Zo U cn w `�- GRAPHIC SCALES: 06 �- z C n' 4' $' 16, m E o O LL SCALE FEET' CV � Q � w Q fn o 0' 2' 4' 8' _ Z i � ¢ 11111 � SCALE FEET O 1/4" =1'-0" 0' 1' 2' 4' DN � 1 ® PLAN SCALE FEET NORTH 1/2" =1'-U" Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION SCALE: 1/8= V-0" MCP -CD3 NEW BNS EQUIPMENT INSTALLED THIS PHASE —���jj� EXISTING BHS EQUIPMENT (DEMO') EXISTING BHS EQUIPMENT (RELOCATED) EXISTING BHS EQUIPMENT (T❑ BE M❑DIF-IED AND REUSED) — , °° DEMISING WALL BREAK IN VIEW LEGEND Phase 3 Demo CD3 1. Demo CD3 conveyor and all associated components (Catwalk, Hangers, Headers, Legs, Etc.) 2. Demo all associated electrical components, conduit, wiring and panels associated with CD3. 3. Demo the security doors associated with CD3. Two (2) doors. 4. During Demo CD4 to remain in operation at all times. ORLANDO SANFORD INTERNATIONAL AIRPORT KEY PLAN GRAPHIC SCALES: 0' 4' 8.1 16' SCALE FEET 1/8" =1'-0" SCALE FEET 1/4" =1'-0" 0' it 211 4' (N) I �® PLAN .nDEMO CD3 SCALE -10 FEET NORTH $i& e 5� r www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas JSM & Associates 730 East 5th Avenue Mt. Dora, Florida 32757 z 0 P Y) a. z a O V � W LU W Sheet No. B2.1.03 NOTE: THE SCALE OF -THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION f- rti' ❑ W F CJ - o 2 0 n (y) Q O N Q¢ 0 Qry C- Z O C Il Z Q ❑ 0 z " N ❑ ❑ U Q U U)❑ OW 0 u- Sheet No. B2.1.03 NOTE: THE SCALE OF -THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION f- rti' O n (y) Q 0 Q¢ 0 Qry C- Z O Il Z c� ❑ L1 U) 65- O �O o Q o -<Z (f) OW O ❑ Q fy O Sheet No. B2.1.03 NOTE: THE SCALE OF -THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION PHASE 4,-w IB5 & CD5 INSTALL SCALE: 118= 1'-0" t AG STOP �5 t....:_...M NEW BHS EQUIPMENT INSTALLED THIS PHASE EXISTING BHS EQUIPMENT (DEMO) + + + EXISTING BHS EQUIPMENT (RELOCATED) ''� ���'���'� EXIS ING BNS EQUIPMENT J0 BE MODIFIED AND REUSED) -- DEMI_SING WALL BREAK IN VIEW LEGEND Phase 4 Install of 1135 and C135 1. Install all components associated with IBS and CD5 including but not limited to, all conveyor, hangers, headers, bag stop, and stainless steel shrouding. 2. Install security door associated with 1135 and CD5 will close on conveyor, 3. Install all associated electrical components associated with 1135 and CD5. 4. Install all decking inside of CD5 and provide access hatch as shown on drawings. 5. Perform all required testing per specifications. (Static, Dynamic, Functional and Load testing) 6. IB4/CD4 Needs to stay in operation during construction. ORLANDO SANFORD INTERNATIONAL AIRPORT KEY PLAN GRAPHIC SCALPS: 0' 4' 8' 16' SCALE FEET 118" =1'-0" 0' 2' 4' 8' � 11� ■ l SCALE FEET 114" =1'-0" 0' 1' 2' 4' i PLAN SCALE FEET NORTH 112" =1'-0" R lt-21 www.cphcorp.com A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/F/P Planners Surveyors Traffic / Transportation Offices in: • Florida e Puerto Rico s Connecticut a Maryland • Texas JSM & Associates 730 East 5th Avenue Mt. Dora, Florida 32757 z cn a z O UJ Q fY U J co z LO 0 0 06 LO M i 4 co Sheet No, zF- 0 LU Z IY �O (� n OZ zco U) O 7 a FY Q B2.1.04 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION O LLJ (V R a O N y z i _ Cfl CO o 70 i� c� C7 U T Q 2 v 0 Z " , o J co z LO 0 0 06 LO M i 4 co Sheet No, zF- 0 LU Z IY �O (� n OZ zco U) O 7 a FY Q B2.1.04 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 0 0 11 44/—:3// PHASE 5- FINAL SYSTEM LAYOUT SCALE: 1/8= V-0" NEW BHS EQUIPMENT INSTALLED THIS PHASE EXISTING- BHS EQUIPMENT (DEMO) + + + Exis-rING BHS EQUIPMENT (RELOCATED) EXISTING BHS EQUIPMENT (TO BE MODIFIED AND REUSED) . .. . .. DEMISING WALL 11111 BREAK IN VIEW LEGEND ORLANDO SANFORD INTERNATIONAL AIRPORT KEY PLAN GRAPHIC SCALES: 01 4 81 16, ry t- SCALE FEET 1/81, =1'-0" 01 2' 4' 8. SCALE FEET 1/4" =11-01. 70 f_- 01 11 2' 41 :3 SCALE FEET 1/2" =1.-011 Cr Q < z 0 (N) PLAN NORTH www.cphcorp.com A Full Service A & E rirm Architects Engineers Environmental Landscape Architects M/EIP Planners Surveyors Traffic / Transportation Offices in: 9 Florida • Puerto Rico • Connecticut a Maryland - Texas JSM & Associates 730 East 5th Avenue Mt. Dora, Florida 32757 w D ry t- 0 0 W 0 0 U) 120 70 f_- < Z w :3 Op F- -00 Cr Q < z 0 wp Q) > 0 '- CL M M z ry 00 LL 0 2 Q w 0 0 Z U- < Z 0 (0 M a -0 0 -5 is D ry t- 0 0 U) 120 70 f_- < Z w :3 Op F- -00 Cr Q < z 0 wp z ry 00 LL U)n 0 0 Z U- < Z o LO Q CD co 6 U) z a- 0 Sheet No. B2.1-05 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION I RATl rFINI\/�VFI� API=A F-1 F-\/ATTnNI I / F — BACK WALL OF FIS AREA CONVEYOR AND CLAIM UNIT ELEVATIO 1/4// = 1/-0// ALL CONVEYORS IN PUBLIC AREAS SHALL BE CLAD IN STAINLESS STEEL SHROUDING, SEE DETAIL SHEETS, BAG STOP, SEE DETAIL 7-- BEVELED EDGE ON BOTH ENDS OF BAG DEFLECTOR BAG DEFLECTOR TO BE CLAD IN S" 3 SHROUDING .:N ............ I www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental fill"11,61 Landscape Architects I M / E / P Planners Surveyors Traffic ..... . . . . . . . . . . . . . . . . Transportation - . . . . . . . . . . . . . . Offices in: 0 Florida Puerto Rico Connecticut 9 Maryland • Texas . .......... .. iR 0 BAG DEFLECTOR PLAN VIEW M�KKMKKD�i ......... .. ... BEVELED EDGES TO KEEP BAGS FROM CATCHING DETAIL P !S\ T F P D E T A I L ......... ................ ��LJJ\A V 33 . ......... .. ............... ..... pl xi;: X%: x XXXXXX ............. ..................... .. .......is xlx:i .............................. ....... . . . . ....... . ........... . . . . . . ....................................... ........... ..................... ................. . . . .. ..................... ..... ...... .... ...................... .... ............. .......... x I F .. ............ ................. : ..: ............. ................................ R.- . . . . . . . :iX i:,: . . . . . . . . . . . . . . . . . . ............... ...... Ell lil: .................................. 'XXXXXXXXXX i: . ....... ...... ..................... ....................................... . .... . ...... . ................ XXXXXXXXXX'X'X�� i 1: �:XXXXX j: .......... .. ...... ........................ XXXX::� �Xxxxxxx:::��:: ............. .... ................. H: :21 ....... .... 4 '41i: .............. ......... ........... . ............ I Niz ....... ..... ... . . . . . .. . . ... ................... ........ .... iii:l I XXXXXXXX:: X i ::xxx .... . ........... . 2 SCALE FEET < A 1/8" =11,011 1!7 43-31 " CL TO CL --,-- 2 F- 01 2' 41 81 48'-83" OVERALL. CONVEYOR TO CLAIM UNIT ELEVATION 4 EL:03 SCALE FEET 1/4d1.1.0 Vit 2' 41 N M PLAN � ALE FEET NORTH ELEVATIONIB4/CD4 SYSTEM SCALE =V4, SCALE: 1/8= V-0" .SSM & Associates 730 East 5th Avenue Mt. Dora, Florida 32757 w0. z 0 > tu w w Cf) r CD 0 CD CD Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE -1.O REPRODUCTION C6 ai Q UJ 0 0 E (D UQ)) a) Q) —0 a) > 2 0 - 110, —M 0 z -00 Cf) r CD 0 CD CD Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE -1.O REPRODUCTION I OAD CONVEYOR AREA ELEVATION EL:04 X1.11.0, iLL )RE A r— ELEVATION OF BAG CONVE.-YOR TO CLAIM UNIT ELEVATION 4' = 1'. -0' ci� - 0� ELEVATION� IB5,/C�D5 SY'O"I'A"TEIV SCALE: 1/8= T-0" �OkLANDOSANRD INTERNATibNACA—mpm SEL DETAIL K I FO E I. Y PLAN IS DRA- WING GRAPH I.C.SCALES.-m 0A 4' SCALE FEET 01 21 4' 80 SCALE FEET 01 11 21 4, SCALE FEET VZ' �V-0` ----------- - I- WIN - - - - - - - ---- www.cpheorp.com A Full Service A & E Firm Archite.cts Engineers Environmental Lands sicape Arch.bcts MIE/P Planners SUrveyQr.s Traffic / Transportation Offices in: * Florida • Puerto Rico • Connecticut • Maryland - Texas JSM & Associates 730 East' Wh Avenue Mt. Dora, Florida 32757 w RZ w Ui 710 Q Uj CL C/) U) z < L0 0 oQ 1�7 0 C) cf) Li L- U- L d L0 — [- U-. z w < 00 U- 0 0 Li- < z <a 6 > 0 w z < w (N) PLAN NORTH Sheet No, NOTE: THE SCALE OF'f'HESE PLANS MAY HAVE (-,HANGED DUF -FO REPROD0(,-r1ON w 0 W 0 -Q < Cf) 6 >I 0) > CL Z n a) r- CL Q Q Uj CL C/) U) z < L0 0 oQ 1�7 0 C) cf) Li L- U- L d L0 — [- U-. z w < 00 U- 0 0 Li- < z <a 6 > 0 w z < w (N) PLAN NORTH Sheet No, NOTE: THE SCALE OF'f'HESE PLANS MAY HAVE (-,HANGED DUF -FO REPROD0(,-r1ON SECURITY SYSTEM KEYPAD (BY CONTRACTOR) - LOCATED AT LOAD BELT DOORS SfMif OVERSIZE G QW STOP JAM B A\ ALARM EMERGENCY SIOP E) c5/xxx-xx START O O O O TYPE 1&2: LOAD BELTS ALL LOCATIONS. OVERSIZE BUTTON ON TYPE 2 ONLY MAN T. AUIO. CJ DOOR OPEN CB ) UOOR CLOSE RESTART G EMERGENCY SIUP R` CS/XXX-XX JAM A RESTART G EMERGENG/ STOP R CS XXX -XX RESTART G EMERGENCY STOP R CS XXX -XX MAINT. AUTO. Q JOG La RESTART G EMERGENCY STOP R �S XXX -XX RESTART EMERGENCY STOP R � CS/XXX-Xx �1 TYPE 3: SECURITY/FIRE TYPE 4: STANDARD FOR TYPE 5: CLAIM/MAKEUP UNIT TYPE 6: CLAIM/MAKEUP UNIT TYPE 7: CLAIM UNIT PUBLIC DOOR LOCATIONS CONVEYOR LOCATIONS OPERATOR LOCATIONS SERVICE LOCATIONS AREA LOCATIONS COORDINATE FINAL CONTROL STATION LOCATIONS WITH OWNER/OPERATOR MOTOR CONTROL PANELS FOR MAIN 480V POWER FEED, FUSING, LOW VOLTAGE TRANSFORMERS, PLC AND 1/0 MODULES, MOTOR STARTERS, VFDS, RELAYS, OIT AND ALL OTHER CONTROL RELATED HARDWARE. FINAL SIZING AND INTERNAL DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR. MCP-### 480 V. SERVICE FROM CIRCUIT NO. (##) ### AMPS. 01 MCP INFORMATION - MCP ID AND ELEC FEED SERVICE TO MCP THIS MCP CONTROLS: ###-##/## ###-##/## f//## 0 0 @>SUBSYSTEM - UNIT NUMBERS AND MAJOR DEVICES CONTROLLED BY THIS MCP 03 ELECTRICAL WARNING LABLES AS REQUIRED BY GOVERNING STANDARDS AND AUTHORITES. MGG VOPLTSY PHASE fXX HERR xxX OSgE YOLTS N PSS xrrn J06 CONT.N0. CONT. uo-xxxx-rr-u pwG. N0. OMAX LARGEST MOTOR rax AMP AMP O O MFG. INFORMATION AND 04 DETAILED MCP INFORMATION SECURITY SYSTEM KEYPAD (BY CONTRACTOR) - LOCATED AT OS BAG SLIDES MAINT, AUTO. DOOR OPEN oB DOOR CLOSE RESET B G EMERGENCY STOP (rR 1 CS/xxx-xx 05 MCP OIT: DISPLAYS SYSTEM STATUS GRAPHICS AND ALARM HISTORY. LOCATED ON THE DOOR OF EACH MCP. MINIMUM OF 15". PANELVIEW PLUS 7 OR PANEL PC. SYSTEM EWLE SYSTEM FAULT OFF ON START RESET o UPIL LAMP/ALARM ALARM EMERGENCY LEST SILENCE STOP W B > R 06 TYPE 9 CONTROL STATION: MCP DOOR LOCATIONS TYPE 8: OS SLIDE LOCATIONS. 0 MCP/CLAIM STARTUP ALARM MCP AUDIBLE ALARM: REMOTE LOCATION STACK LOCATED ON TOP OF MGP. MCP-### LOCATED ON TOP OF MCP. LIGHT: LOCATED NEAR 480 V. SERVICE FROM DANGER 480 VOLES TOP OF MCP OR CLAIM DECK. ACTIVATED FOR FAULTS, CONVEYOR AT REMOTE CIRCUIT NO. (##) ### AMPS. 02 DANGER AG. \ THIS MCP CONTROLS: ACTIVATED FOR START-UPS. USE ESTOPS AND START-UPS. LOCATIONS. ACTIVATED FOR ADJUSTABLE DECIBELS TYPE ESTOPS, FAULTS AND START O O O O ###-010 WARNING 9 I 05 -.-- � n V! mo 06 r rr�rn LU MOTOR CONTROL PANELS FOR MAIN 480V POWER FEED, FUSING, LOW VOLTAGE TRANSFORMERS, PLC AND 1/0 MODULES, MOTOR STARTERS, VFDS, RELAYS, OIT AND ALL OTHER CONTROL RELATED HARDWARE. FINAL SIZING AND INTERNAL DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR. MCP-### 480 V. SERVICE FROM CIRCUIT NO. (##) ### AMPS. 01 MCP INFORMATION - MCP ID AND ELEC FEED SERVICE TO MCP THIS MCP CONTROLS: ###-##/## ###-##/## f//## 0 0 @>SUBSYSTEM - UNIT NUMBERS AND MAJOR DEVICES CONTROLLED BY THIS MCP 03 ELECTRICAL WARNING LABLES AS REQUIRED BY GOVERNING STANDARDS AND AUTHORITES. MGG VOPLTSY PHASE fXX HERR xxX OSgE YOLTS N PSS xrrn J06 CONT.N0. CONT. uo-xxxx-rr-u pwG. N0. OMAX LARGEST MOTOR rax AMP AMP O O MFG. INFORMATION AND 04 DETAILED MCP INFORMATION SECURITY SYSTEM KEYPAD (BY CONTRACTOR) - LOCATED AT OS BAG SLIDES MAINT, AUTO. DOOR OPEN oB DOOR CLOSE RESET B G EMERGENCY STOP (rR 1 CS/xxx-xx 05 MCP OIT: DISPLAYS SYSTEM STATUS GRAPHICS AND ALARM HISTORY. LOCATED ON THE DOOR OF EACH MCP. MINIMUM OF 15". PANELVIEW PLUS 7 OR PANEL PC. SYSTEM EWLE SYSTEM FAULT OFF ON START RESET o UPIL LAMP/ALARM ALARM EMERGENCY LEST SILENCE STOP W B > R 06 TYPE 9 CONTROL STATION: MCP DOOR LOCATIONS TYPE 8: OS SLIDE LOCATIONS. 0 �J CONTROL DEVICES LEGEND TWO POSITION SELECTOR -SWITCH 0 ILLUMINATED PUSHBUTTON UNIT ILLUMINATED INDICATOR LIGHT PUSHBUTTON UNIT MUSHROOM HEAD EMERGENCY STOP R ILLUMINATED PUSH AND PULL RELEASE UNIT AUDIBLE ALARM KEY SWITCH CONTROL PANEL OPERATOR ABBREVIATIONS R - RED, A - AMBER, G - GREEN, Y -YELLOW W - WHITE, B - BLACK, BL - BLUE, GY - GRAY SS ENCLOSURE RECESSED SWITCH PANEL — E -STOP BUTTON I RESTART EMERGENCY stop I 1 LY`- --.- - - - - ` - HOLE TO ASSIST OPENING. 1" MAX PLEXIGLASS FLAP (OPENED POSITION) CLAIM E -STOP COVER DETAIL FOR TYPE 7 CONTROL STATION NTS. MCP FAULT BEACON: MCP/CLAIM STARTUP ALARM MCP AUDIBLE ALARM: REMOTE LOCATION STACK LOCATED ON TOP OF MGP. BEACON AND HORN: LOCATED ON LOCATED ON TOP OF MCP. LIGHT: LOCATED NEAR ACTIVATED FOR ESTOP TOP OF MCP OR CLAIM DECK. ACTIVATED FOR FAULTS, CONVEYOR AT REMOTE AND OTHER FAULTS ACTIVATED FOR START-UPS. USE ESTOPS AND START-UPS. LOCATIONS. ACTIVATED FOR ADJUSTABLE DECIBELS TYPE ESTOPS, FAULTS AND START O O O O �J CONTROL DEVICES LEGEND TWO POSITION SELECTOR -SWITCH 0 ILLUMINATED PUSHBUTTON UNIT ILLUMINATED INDICATOR LIGHT PUSHBUTTON UNIT MUSHROOM HEAD EMERGENCY STOP R ILLUMINATED PUSH AND PULL RELEASE UNIT AUDIBLE ALARM KEY SWITCH CONTROL PANEL OPERATOR ABBREVIATIONS R - RED, A - AMBER, G - GREEN, Y -YELLOW W - WHITE, B - BLACK, BL - BLUE, GY - GRAY SS ENCLOSURE RECESSED SWITCH PANEL — E -STOP BUTTON I RESTART EMERGENCY stop I 1 LY`- --.- - - - - ` - HOLE TO ASSIST OPENING. 1" MAX PLEXIGLASS FLAP (OPENED POSITION) CLAIM E -STOP COVER DETAIL FOR TYPE 7 CONTROL STATION NTS. MCP FAULT BEACON: MCP/CLAIM STARTUP ALARM MCP AUDIBLE ALARM: REMOTE LOCATION STACK LOCATED ON TOP OF MGP. BEACON AND HORN: LOCATED ON LOCATED ON TOP OF MCP. LIGHT: LOCATED NEAR ACTIVATED FOR ESTOP TOP OF MCP OR CLAIM DECK. ACTIVATED FOR FAULTS, CONVEYOR AT REMOTE AND OTHER FAULTS ACTIVATED FOR START-UPS. USE ESTOPS AND START-UPS. LOCATIONS. ACTIVATED FOR ADJUSTABLE DECIBELS TYPE ESTOPS, FAULTS AND START-UPS. SCALE: NTS MAGNETIC CATCH TO KEEP FLAP CLOSED METAL PLATE SECURELY ATTACHED ORLANDO SANFORD INTERNATIONAL AIRPORT KEY PLAN GRAPHIC SCALES: SCALE FEET 1/8" =1'-O" 01 2' 4' 8' SCALE FEET 1/4" =1'-0" 0' I' 2' I 4' (N) PLAN SCALE FEET NORTH 1/2" =1' O" WWW.Cpheorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M / E / P Planners Surveyors Traffic / Transportation Offices in: Florida s Puerto Rico • Connecticut • Maryland e Texas JSM & Associates 730 East 5th Avenue Mt. Dora, Florida 32757 01 z 0 z a o ca _> w 7 W V J zM V C_ U) U) O 0 CD O "K - Sheet Sheet No. 0_ Q _J Q Z Q OD QE ZO w - z� 00 �0 Oz LL Zd Q U) " O 0 Z rY O NOTE; THE SCALE OF THESE PI ANS MAY HAVE CHANGED DUE TO REPRODUCTION LU Q a x 3 4 LU I. -Oz) °z [q uj 10 C) Q N o O Y a v) o a �:y V 2 6 ,, z 1 n 0 U < cn 10 � L! V J zM V C_ U) U) O 0 CD O "K - Sheet Sheet No. 0_ Q _J Q Z Q OD QE ZO w - z� 00 �0 Oz LL Zd Q U) " O 0 Z rY O NOTE; THE SCALE OF THESE PI ANS MAY HAVE CHANGED DUE TO REPRODUCTION (D, )9-11 C)- h CIL X � �� � �� �LVA ff MI M SCALE: 1/8= V-0" LEGENED,4 as t W", AA��� PE -1 CASCADE STOP/JAM PHOT❑EYEs� � f PE -2 DOOR ❑BSTRUCTI❑N PH❑T❑EYE .... PE -3 ❑VERHEIGHT DETECTION PH❑T❑EYE www.cphcorp.c©m PE -4 MERGE WINDOW PI--1❑T❑EYE A Full Service PE -5 DOOR OPEN PHOTOEYE A & E Firm PE -6 DOOR CLOSED PHOT❑EYE Architects Engineers CS -1 LOAD BELT CONTROL STATI❑N Environmental CS -2 LOAD BELT W/❑S CONTROL STATION LandscapeArchitec#s M/E/P CS -3 DOOR CONTROL STATION Planners Surveyors CS -4 STANDARD CNV CONTROL. S-fA1-I❑N Traffic/ CS -5 CLAIM/MAKEUP OPER CONTROL STATION Transportation CS -6 CLAIM/MAKEUP MAINT CONTROL STATION Offices in: CS -7 CLAIM PUBLIC CONTROL STATION -P Florida CS—B ❑S SLIDE W/OS CONTROL STATION • Puerto Rico CS -9 MCP DOOR CONTROL STATION - Connecticut AL -1 START—UP BEACON / AUDIBLE ALARM Maryland AL -2 FAULT BEACON / AUDIBLE ALARM •Texas I e PE (PHOT❑EYE) PE (DOOR OPEN / CLOSE) ® CS (CONTROL STATI❑N) MSD (MOTOR SAFETY DISCONNECT) o - LS (LIMIT SWITCH) ENC (SHAFT ENCODER) Ij SACR (SECURITY ACCESS CARD READER Un' ROTATING BEACON / AUDIBLE ALARM ESTOP ZONES - OO E-ST❑P ZONE A OEME -STOP ZONE B + + + + E --STOP ZONE C o'7 T o \E-ST❑P ZONE D 77 � � JSM & Associates 730 East 5th Avenue Mt. 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REFERENCE ARCHITECTURAL 3" DRAWINGS FOR EXACT LOCATION OF DOORS. UNISTRUT P-1000 X 10"LG. WELDED TO SIDE GUARD\\ REFLECTOR MTG. BRACKET 16 GA. HRS PAINTED TO MATCH CONVEYOR 4 SIDE GUARD GAP FOR DOOR FRAME MUST BE ]-4+-u ivuivuvium UrtNING ------ ...... \ O _10" � O cs To CLEAR TOP Engineers QUADRANT Environmental -� OF PULLEY Landscape Architects �1 M/E/P Planners Surveyors Traffic / Transportation \ - \, Offices m: _ s Florida O) - `Y. \ \ F - - \) 1` Puerto Rico rL— SECURITY DOOR. REFERENCE ARCHITECTURAL 3" DRAWINGS FOR EXACT LOCATION OF DOORS. UNISTRUT P-1000 X 10"LG. WELDED TO SIDE GUARD\\ REFLECTOR MTG. BRACKET 16 GA. HRS PAINTED TO MATCH CONVEYOR 4 SIDE GUARD GAP FOR DOOR FRAME MUST BE ��. ABOVE ]-4+-u ivuivuvium UrtNING ------ ...... _10" BOTTOM STRIP DRAFT CU I I `aECURrrY DOOR � / NO 1" -- 4'-6" WALL OPENING — ��. ABOVE m `aECURrrY DOOR (DOOR HOUSING) OF DOOR z O Q) F z r,. U RTAiN W LJ >Y TE: DRAFT CURTAIN TO BE CUT THE CONVEYOR BED. LESS THAN 2" AND IS TO BE POSITIONED SO AS \ N NOT TO ALLOW ANY HINDRANCE ON THE FLOWOF w a Q GAGE. ❑ � DRAFT CURTAIN 5 TYPICAL DRAFT CURTAIN DETAIL w a O N v Q cq 3 TYPICAL FLARED SIDE GUARD DETAIL (TOP VIEW) 4 TY � PICAL PHOTO EYE DETAIL 39 BG — (D -0 ate) - c 7 O 4" SCH. 80 (MIN.) Z CONTINUOUS BUTT WELDS i SS O Q U Q cn p STEEL PIPE RAIL GROUND SMOOTH (TYP) 4" 0 . x 3/8" (MIN.) STEEL TUBE INTERNAL SPLICE RAIL CONNECTOR PLATES (TYP) u � F�—-- --...,.....-- --- - - -- F— i c� — ----�— / SS SHROUDING :CONVEYOR CONTINUOUS FILLET WELD (TYP BOTH SIDES) BELT ~ Z M -.I 5" SCH. 80 (MIN.) STEEL GROUND SMOOTH 4" SCH. 80 (MIN.) STEEL PIPE PIPE POST OUTER SLEEVE WELDED TO CONTINUOUS FILLET WELD — — — — — — -- �Y70 Z Q GROUND SMOOTH — �[ O HORIZONTAL CROSS MEMBERS - — — Q >- � <t O ONLY _E _ _ — 4" SCH. 80 (MIN.) STEEL PIPE WELDED TO HORIZONTAL — — — M Z 0 \ CROSS MEMBER ONLY J Z — z L, Il `� 0 +_ H STEEL CUSS 5" SCH. 80 (MIN.) STEEL BASE PLATE U_ PIPE POST ASE PLATE wU Z E I I ( Q ry O II MIN. (4) 3/4" DIA. x 7" I SHIM AND FILL WITH 0 < NON -SHRINK GROUT AS O LL 0 ADHESIVE TYPE BOLTS I REQUIRED 0 Q Q - SHIM AND FILL WITH QUICKRETE NON-SI-IRINK WITH EPCON ADHESIVE W � _o Z � GROUT OR EQUAL FOR LEVELING PURPOSES OR EQUAL AT EACH BASE Z o Q AS REQUIRED. O < rr r r PLATE (TYP. OF 4) SUPPORTS BOLT TO THE FLOOR w , BELOW THE CD DECKING CD 0 CD DECKING < ti L\Z. ALL CONVEYOR IN PUBLIC VIEW SHALL BE COORDINATE HEIGHT OF SIDE GUARD CLAD IN 10 GAUGE TYPE 304 STAINLESS STEEL, WITH GENERAL CONTRACTOR. t/4 BRUSH FINISH Sheet No. 6 TYPICAL GUARD RAILING FLOOR MOUNT DETAIL 7 TYPICAL GUARD RAILING DETAIL 8 CONVEYORS IN PUBLIC AREA B6. 1.01 NO ('E: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Urr—IVIIVV VVIV I n k I I i) FIR /SECURITY DOOR - FRONT VIEW SCALE: N.T.S. LATS vrc1,411vka vvly I n k 1 1 r-) FIRE/SECURITY DOOR ACK VIEW SCALE: N.T.S. 5-0" GUIDE OPENING WIDTH (TYP) * SEE ELEVATION FOR ACTUAL WALL OPENINGS. GUIDE OPENING - TOP VIEW SCALE: N.T.S. SENSING EDGE SLAT: #5 - 22GA MAT'L: S.S. BOTTOM BAR DETAIL GUIDE DETAIL - SIDE V SCALE: N.T.S. OWN WITH DOOR THAT CLOSES TO THE FLOOR. PLICATIONS REQUIRE THE DOOR TO CLOSE ON HE CONVEYOR BELT. F?, BUCK TO BE PROVIDED BY CONTRACTOR. DOOR MMING IS TO BE WRAPPED AROUND THE WIDTH /ALL. _ATS i q11 1 /1 11 ;HASE 1. APPROX. WT. OF DOOR VARIES BY MANUFACTURER. FIRE/SECURITY DOOR - SIDE VIEW SCALE: N.T.S. EXISTING OPENIN NOTE: ACTUAL DIMENSION OF DOOR HOUSING AND MOTOR MAY VARY. SEE MANUFACTURERS INFORMATION FOR DIMENSIONS AND MOUNTING INFORMATION. VERIFY WALL CONSTRUCTION. 2" GAP IN SIDE GUARDS TO ALLOW DOOR TO CLOSE DOWN ON TOP OF BELT. (SIDE GUARDS NOT SHOWN FOR CLARITY) TICKET COUNTER THROUGH WALL SCALE: N.T.S. 2. PROVIDE ADEQUATE CLEARANCE FOR WIRING MOTOR 3. ELECTRICAL INFORMATION: VOLTAGE: 480 PHASE:3 CONTROLLER NEMA 1 CONTROL STATION NEMA 1 PUSH BUTTON U SURFACE MTD U KEY STATION 0 FLUSH MTD 4. PHOTO EYES ARE TO BE USED AS THE PRIMARY METHOD TO PROVIDE DOOR BLOCKAGE PROTECTION. EDGE STRIPS ARE TO PROVIDE SECONDARY PROTECTION. 4. DOORS INSTALLED ARE TO BE WALL MOUNTED. 6. COORDINATE DOOR OPENINGS WITH GENERAL CONTRACTOR/ARCHETECTUAL REQUIREMENTS. ENSURE THAT THE OPENING AND MOUNTING STRUCTURE ARE APPLICABLE FOR THE DOOR MANUFACTURER AND TYPE SELECTED, AND THAT NECESSARY MAINTENANCE CLEARANCES ARE MAINTAINED. BOTTOM BAR LOCK TYPE OPERATION INSIDE OUTSIDE SLIDE BOLT 0 0 CYLINDER C] 0 NO LOCKING NEW FIRE/SECURITY DOOR. REFERENCE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF DOORS. NOTE: SHOWN WITH SECURITY DOOR OPTION. DOORS BOTTOMS MAY BE TO THE FLOOR AS CONVEYORS WILL NEED TO BE 2" APART BETWEEN COMPONENTS. WITH SECURITY DOOR APPLICATION, SIDE GUARDS WILL NEED TO BE MODIFIED AND WALL FILL SHALL BE INSTALLED. FLARED SIDE GUARDS INSTALLED DOWNSTREAM. a WWW.ciphcorp.com A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas JSM & Associates 730 East 5th Avenue Mt. Dora, Florida 32757 r m z 0 1L 0 N Iww 0 D 4t .r1J*ENERAL DETAIL DRAWING DOOR DA Sheet No. il I I All i NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 0 o 8" GUIDE DETAIL TYPE 0 ' MAT'L: STEEL FINISH: Q s z � � o 0 o n' GUIDE DETAIL - TOP VIEW w �® Q� Fo SCALE: N.T.S. WQ 13�- ¢ Q 4 -i o u_ Ld Q o V) Q Q QW W C�) U) Z W z Q O T3 1w � > u Q) 0 0)U _0 U Cn - L� .r1J*ENERAL DETAIL DRAWING DOOR DA Sheet No. il I I All i NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 0 H 8" GUIDE DETAIL TYPE 0 ' MAT'L: STEEL FINISH: Q BRONZE PRIME CMU WALL z CONSTRUCTION 0 o n' GUIDE DETAIL - TOP VIEW w �® Fo SCALE: N.T.S. WQ 13�- ¢ Q o u_ JQ o 0 0 Q Q QW W C�) U) Z W z Q O .r1J*ENERAL DETAIL DRAWING DOOR DA Sheet No. il I I All i NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION lei NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION