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HomeMy WebLinkAboutBuilding PlansA. PRE ENGINEERED ARCHITECTURAL CANOPY MAPES CANOPIES, LLC 7748 NORTH 56TH STREET LINCOLN, NE 68514 PHONE: 888-273-1132 WEBSITE: MAPES.COM/CANOPIE 1 s. 1� X J. x I X {y Y a r r y e a 1 K N.. NOTE: CO QUESTIONS ING CONSTRUCTION PROJECT MANAGER FOR. BIDDING, • R FOR .... A LIST OF GENERAL , ,iaA d- �N OO • U /0 o U) o N • �Z H OQ Q O��' O 6i m— - C�W z� LLI W n. 0 Z a W UU U J LL- LLI U cif Lu IY O l.L 1 Z= LuZLL \ Y Luow U. W W E F— 1 p0 Z LL a Lu LLI U) ry W �OF- 1 W uW 2 N N O O Z O cn L) m" N.1, W � F Q W W � a REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC File Copy O N O O N Q Z tD ~ N N W W tIj WNO Z J a o o A0.0 it ELEVEn §9MIN �, � . PROJECT DATA o SHEET INDEX N N > M o PROJECT SIZE & TYPE SHEET DESCRIPTION o o 0 77'-4" WIDTH 44'-8 DEPTH FREE STANDING, 1 STORY MERCANTILE SPACE AO.0 COVER SHEET X X X GROSS AREA 3,454 SF DESCRIPTION MERCANTILE, NEW CONSTRCUTION U OCCUPANCY USE GROUP MERCANTILE, GROUP M PER FBC.SECTION 3.09 MERCANTILE, CLASS B NFPA 101 36.1.2.2.1(2)(a OCCUPANCY LOAD PER FBC.TABLE 1004.1.2 & NFPA 101 TABLE 7.3.1.2 QJQ A0.1 CODE COMPLIANCE INFORMATION SHEET X X ROOM NO. USE USE CLASS SIZE SQFT SQFT/PERSON PERSONS ? A1.0 GENERAL NOTES, ABBREVIATIONS, SYMBOLS LEGEND X 101 MERCH. M 1,679 30 56 j A1.1 ACCESSIBILITY NOTES X 102 SALES M 276 30 10 A1.2 ACCESSIBILITY DETAILS X 103 OFFICE B 42 100 1 U A1.3 ARCHITECTURAL SITE PLAN X X 104 BACKROOM M 363 300 1 Q A1.3.1 ARCHITECTURAL SITE PLAN DETAILS X 105 MEN M PLUMBING FIXTURE COUNT; SHEET A1.5 Al A DUMPSTER ENCLOSURE & DETAILS X X 106 WOMEN M PLUMBING FIXTURE COUNT; SHEET A1.5 A1.5 EGRESS PLAN X X 107 BEER CAVE M 172 300 1 A1.6 CO2 SENSOR PLAN X X 108 FREEZER M 20 0 0 A2.0 DIMENSIONED FLOOR PLAN &INTERIOR WALL TYPES X X X 109 ICE M 12 0 0 A2.1 ENLARGED RESTROOM PLAN & DETAILS X X X 110 1 COOLER/VAULTJ M 247 300 1 LA3. WALL SUBSTRATE & WALL FINISH PLAN X X X TOTAL 70 REFLECTED CEILING PLAN X X X ROOF PLAN X X EXTERIOR ELEVATIONS X X EGRESS WIDTH CALCULATIONS 1 EXTERIOR ELEVATIONS X X - A4.0 WALL SECTIONS X X 70 PERSONS X 0.27PERSON = 14" REQUIRED A4.0.1 WALL SECTIONS X X (1) EXIT DOOR @ 34" WIDE + (1) EXIT DOOR @ 68" WIDE =102" PROVIDED A4.1 BUILDING SECTIONS X X BUILDING CONSTRUCTION TYPE & FIRE PROTECTION A5.0 INTERIOR ELEVATIONS X X X NOT SPRINKLERED TYPE: VB PER FBC 2017 A5.0.1 INTERIOR ELEVATIONS X X A5.1 INTERIOR ELEVATIONS X X X BUILDING HEIGHT & AREA MODIFICATIONS 1-STORY BUILDING A5.2 INTERIOR ELEVATIONS X X = BUILDING A5.3 EQUIPMENT ELEVATIONS X HEIGHT A5.4 FINISH FLOOR PLAN X X X x * - AREA = (GROSS) 3,454 SF A6.0 STOREFRONT, DOOR TYPES, SCHEDULES & SIGNAGE X X �H BUILDING CODES A6.1 MATERIALS SCHEDULES X X BUILDING CODE 2017 FLORIDA BUILDING CODE, BUILDING, 6TH EDITION A7.0 DETAILS X X I ELECTRICAL CODE 2014 NATIONAL ELECTRICAL CODE A7.1 DETAILS X X MECHANICAL CODE 2017 FLORIDA BUILDING CODE, MECHANICAL, 6TH EDITION A7.2 DIGITAL MENU BOARDS INSTALLATION GUIDE & DETAILS X N« PLUMBING CODE 2017 FLORIDA BUILDING CODE, PLUMBING, 6TH EDITION A7.3 DIGITAL MENU BOARDS INSTALLATION GUIDE & DETAILS X ' FIRE CODE 2017 FLORIDA FIRE PREVENTION' CODE, 6TH EDITION µ;4 , ACCESSIBILITY CODE 2017 FLORIDA BUILDING CODE, ACCESSIBILITY, 6TH EDITION J S001 STRUCTURAL NOTES ENERGY CODE 2017 FLORIDA BUILDING CODE, ENERGY CONSERVATION, 6TH EDITION D S101 FOUNDATION PLAN HEALTH DEPARTMENT FLORIDA ADMINISTRATIVE CODE SANITATION AND SAFETY j S102 ROOF FRAMING PLAN REQUIREMENTS, CHAPTER 64E-11 S201 DETAILS S202 DETAILS aJ S'u I n v, /� Y O WORK R K S301 DETAILS l µ, S401 DETAILS h "'" • GRADING & SITEWORK. (SHALL BE SUBMITTED SEPARATELY FOR PERMIT BY w EF-1.0 EQUIPMENT FLOOR PLAN X X STORE LOCATION SITE DEVELOPER) L ' EF-1.1 EQUIPMENT SCHEDULE X X • CONSTRUCTION OF A ONE STORY, CONVENIENCE STORE BUILDING. • EXTERIOR SIGNAGE. (SHALL BE SUBMITTED SEPARATELY FOR PERMIT BY SIGN VENDOR) • SEE DRAWINGS FOR FULL SCOPE OF WORK FOR ENTIRE PROJECT. THIS SUMMARY DOES NOT CHANGE OR SUPERSEDE WHAT IS SHOWN IN DRAWINGS. ---- - T T V PRO J E C 1 D (R E C 1 O R 1 EF-2.0 COUNTER FLOOR PLAN X X EF-2.1 COUNTER SCHEDULE X X EF-L LIGHTING PLAN AND SCHEDULE X U ¢ IU 2 M1.0 MECHANICAL FLOOR PLAN X X M1.1 M1.2 MECHANICAL ROOF PLAN REFRIGERATION PIPING RISER DETAILS X X M2.0 MECHANICAL SPECIFICATIONS X M2.1 REFRIGERATION SPECIFICATIONS X OWNER: CREIGHTON COMMERCIAL DEVELOPMENT ELECTRICAL ENGINEER: 900 SW PINE ISLAND ROAD, SUITE 202 CUHACI & PETERSON, ARCHITECTS CAPE CORAL, FL 33991 ENGINEERS, PLANNERS 0 z m P0.1 PLUMBING NOTES & SCHEDULES X P1.0 DRAIN PIPING PLAN, RISER & SCHEDULES X X J P1.1 WATER PIPING PLAN &RISER X X - ORLANDO, FL 32814 a REIGHTONDEV 0 PHONE (239) 210 0455 ORLAN P2 0 PLUMBING DETAILS &SPECIFICATIONS X ' EMAIL: MROSS@C COM PHONE: 407 664 91 0 f JT FAX' 407 661 9101 ARCHITECT: CONTACT: IKIM HAROLD CUHACHI & PETERSON, ARCH. & ENG., LLC EMAIL: KIM',HAROLD@C-P.COM 1925 PROSPECT AVE. ORLANDO, FL 32814 PHONE: 407.661.9100 MECHANICAL PLUMBING ENGINEER FAX: 407.661.9101 CUHACI & PETERSON, ARCHITECTS CONTACT: JEFF SUCHAN ENGINEERS, PLANNERS PROJECT ARCHITECT 1925 PROSPECT AVENUE EMAIL: JEFF.SUCHAN@C-P.COM ORLANDO, FL 32814 PHONE: 407.661.9100 FAX: 407.661.9101 CONSTRUCTION: CONTACT: ERIC CROSS CREIGHTON COMMERCIAL DEVELOPMENT EMAIL: ERIC.CROSS@C-P.COM 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 CONTACT: MATT ROSS PHONE: (239) 210-0455 EMAIL: MROSS@CREIGHTONDEV.COM NOTE: CONTACT THE CONSTRUCTION PROJI CT MANAGER FOR ALL RFI'S, QUESTIONS REGARDING BIDDING, OR FOR A LIST OF SUBCONTRACTORS. J¢ E0.1 SITE POWER PLAN U E1:0 ELECTRICAL FLOOR PLAN E1.1 PANEL SCHEDULES AND ONE -LINE DIAGRAM J E1.2 ELECTRICAL SLAB PENETRATION PLAN w E1.3 ELECTRICAL HVAC/R PLAN E1.4 LOW VOLTAGE FLOOR PLAN E1.5 LOW VOLTAGE DETAILS E1.6 ELECTRICAL DETAILS E2.0 LIGHTING PLAN E2.1 LIGHTING CONTROL PLAN E2.2 INTERIOR PHOTOMETRICS E2.3 EGRESS PHOTOMETRICS E2.4 SITE PHOTOMETRICS E3.0 ELECTRICAL SPECIFICATIONS EF-L LIGHTING PLAN AND SCHEDULE fi X1 X X Ix X X X X X XT X X X X X X XX X X X d o �00 oo 40 ,�Oa�a,yw `-� X �I EON N O CIOCN zW OQ z0 o' Ooco z co Q co J J co �r u, z Lu IL _ W�00 z LuU�� co Lu U LL Lu U w CL Of O z = O wzu >Y .6v SL z Lu 0Iu JOd U W Lu ° �o & LL_ a it LLl co Lu 0 Q O LL Z U Q O U ui W H O w U W w o of N a o i 0 m w o: co W a Z � N N N Y w W W it Z a o a 0 NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT ABBREVIATION S AB ANCHOR BOLT GA GAGE, GAUGE ACP ACOUSTICAL CEILING PANEL GV GALVANIZED ACT ACOUSTICAL CEILING TILE GKT GASKET, (ED) ADH ADHESIVE GC GENERAL CONTRACT, (OR) ADJ ADJUSTABLE GL GLASS, GLAZING AFF ABOVE FINISHED FLOOR GLIB GLASS BLOCK AFG ABOVE FINISH GRADE GCMU GLAZED CONCRETE AHU AIR HANDLING UNIT MASONRY UNITS ALT ALTERNATE GLAM GLAZED LAMINATE ALUM ALUMINUM GB GRAB BAR AP ACCESS PANEL GD GRADE, (ING) APC ARCHITECTURAL PRECAST GRN GRANITE CONCRETE GIRT GRATE, (ING) AHJ AUTHORITY HAVING GVL GRAVEL JURISDICTION GRHS GREENHOUSE GT GROUT BO BOTTOM OF GRID GUARD BD BOARD GUT GUTTER BLDG BUILDING GPDW GYPSUM DRYWALL BLKNG BLOCK (BLOCKING) GPL GYPSUM LATH B.M. BENCH MARK GPPL GYPSUM PLASTER BOT BOTTOM GPT GYPSUM TILE BSMT BASEMENT GPW GYPSUM WALLBOARD CG CORNER GUARD HC HANDICAP CL CENTERLINE HRL HANDRAIL CJ CONTROL JOINT HBO HARDBOARD Cl CAST IRON HDW HARDWARE CLG CEILING HWD HARDWOOD CLR CLEAR HDR HEADER CMU CONCRETE MASONRY UNIT HTG HEATING CO CLEAN OUT HVAC HEATING/VENTILATION/AIR COL COLUMN CONDITIONING CONC CONCRETE HD HEAVY DUTY CONST CONSTRUCTION HT HEIGHT CONTCONTINUOUS HPT HIGH POINT CORR CORRIDOR HCR HOLLOW CORE CPVC CHLORINATED POLYVINYL HOR HORIZONTAL CHLORIDE HB HOSE BIBB CS COUNTERSUNK CT CERAMIC TILE INCAN INCANDESCENT CVR COVER INCIN INCINERATOR INCL INCLUDE, (ED), (ING) DP DAMP PROOFING ID INSIDE DIAMETER DD DECK DRAIN INS INSULATE, (ED), (ING) DEMO DEMOLITION INSC INSULATING CONCRETE DEPT DEPARTMENT IGL INSULATING GLASS DET DETAIL INT INTERIOR DF DRINKING FOUNTAIN INTM INTERMEDIATE DIA DIAMETER INV INVERT DIAG DIAGONAL DIM DIMENSION JC JANITOR'S CLOSET DISP DISPENSER JT JOINT DL DEAD LOAD JF JOINT FILLER DN DOWN J JOIST DR DOOR DS DOWNSPOUT KPL KICKPLATE DWG DRAWING KIT KITCHEN KO KNOCKOUT E EAST EA EACH LBL LABEL EC EXPOSED CONSTRUCTION LAB LABORATORY EIFS EXTERIOR INSULATION LAD LADDER FINISH SYSTEM LB LAG BOLT EJ EXPANSION JOINT LAM LAMINATE, (ED) EL ELEVATION LGL LAMINATED GLASS ELEC ELECTRICAL LAV LAVATORY ELEV ELEVATOR LO LAYOUT EMER EMERGENCY LH LEFT HAND ENCL ENCLOSURE L LENGTH EQ EQUAL LT LIGHT EQUIP EQUIPMENT LW LIGHTWEIGHT ETR EXISTING TO REMAIN LMS LIMESTONE EWC ELECTRICAL WATER COOLER LTL LINTEL EWS EMERGENCY WASH STATION LL LIVE LOAD EXH EXHAUST LOC LOCATE EXIST EXISTING LLD LOOSE LAND EXP EXPANSION LV LOUVER EXT EXTERIOR LPT LOW POINT FOC FACE OF CONCRETE MB MACHINE BOLT FOF FACE OF FINISH MH MANHOLE FOM FACE OF MASONRY MFR MANUFACTURE, (ER) FOS FACE OF STUDS MRB MARBLE FAS FASTEN,FASTENER MAS MASONRY FN FENCE MTL MATERIAL FBD FIBERBOARD MAX MAXIMUM FGL FIBERGLASS MECH MECHANIC, (AL) FIN FINISH (ED) MC MEDICINE CABINET FIFE FINISHED FLOOR ELEVATION MED MEDIUM FFL FINISHED FLOOR LINE MDO MEDIUM DENSITY OVERLAY FA FIRE ALARM MBR MEMBER FE FIRE EXTINGUISHER MMB MEMBRANE FEC FIRE EXTINGUISHER CABINET MET METAL FHS FIRE HOSE STATION M METER, (S) FPL FIREPLACE MW MICROWAVE FP FIREPROOF MM MILLIMETER, (S) FRT FIRE -RETARDANT MIN MINIMUM FXT FIXTURE MR MIRROR FLG FLASHING MGL MIRROR GLASS (FRAMED) FLX FLEXIBLE MISC MISCELLANEOUS FG FLOAT GLASS MOD MODULAR FLR FLOOR (ING) MLD MOLDING, MOULDING FD FLOOR DRAIN MR MOP RECEPTOR FL FLOW LINE MS MOP SINK FLUR FLOURESCENT MT MOUNT, (ED), (ING) FJT FLUSH JOINT MOV MOVABLE FTG FOOTING MULL MULLION FND FOUNDATION FIR FRAME (D), (ING) NIL NAILABLE FS FULL SIZE NAT NATURAL FUR FURRED, (ING) NI NICKEL FLIT FUTURE NR NOISE REDUCTION FW FILTERED WATER NOM NOMINAL N NORTH NIC NOT IN CONTRACT SP SOUNDPROOF NTS NOT TO SCALE S SOUTH NO NUMBER SPC SPACE, (R) SGL SPANDREL GLASS OC ON CENTER, (S) SPK SPEAKER OP OPAQUE SPL SPECIAL OPG OPENING SPEC SPECIFICATION OPH OPPOSITE HAND SPH SPLASH ORN ORNAMENTAL SQ SQUARE OD OUTSIDE DIAMETER SF SQUARE FEET OA OVERALL SST STAINLESS STEEL OH OPPOSITE HAND STGL STAINED GLASS STD STANDARD PNT PAINT, (ED) STA STATION PNL PANEL, (ING) ST STEEL PB PANIC BAR STO STORAGE PTD PAPER TOWEL DISPENSER SD STORM DRAIN PTR PAPER TOWEL RECEPTOR STIR STRUCTURAL PAR PARALLEL SIPS STRUCTURAL INSULATED PANEL PRPT PARAPET STCO STUCCO PK PARKING SFLR SUBFLOOR PBD PARTICLE BOARD SA SUPPLY AIR PTN PARTITION SUS SUSPENDED PV PAVE, (D), (ING) SYD SIDE YARD PVMT PAVEMENT SYM SYMMETRY, (ETRICAL) PERF PERFORATE, (D) SYN SYNTHETIC PER PERIMETER SYS SYSTEM PEX PEX TUBING PTR PLANTER TKBD TACKBOARD PLTG PLANTING TEL TELEPHONE PLAS PLASTER TV TELEVISION PLA PLASTIC T TEMPERED GLASS PLAM PLASTIC LAMINATE TIG TEMPERED INSULATED GLASS PL PLATE TZ TERRAZZO PG PLATE GLASS THK THICK, (NESS) PWD PLYWOOD THR THRESHOLD PT POINT TBRL TO BE RELOCATED PVC POLYVINYL CHLORIDE TOBR TO BE REMOVED PE PORCELAIN ENAMEL TPD TOILET PAPER DISPENSER PCPL PORTLAND CEMENT PLASTER TPTN TOILET PARTITION PD POUND, (S) TOIL TOLERANCE PCF POUNDS PER CUBIC FOOT T&G TONGUE AND GROOVE PLF POUNDS PER LINEAR FOOT TSL TOP OF CONCRETE SLAB PSF POUNDS PER SQUARE FOOT TC TOP OF CURB PSI POUNDS PER SQUARE INCH TJ TOP OF JOIST PCC PRECAST CONCRETE TP TOP OF PLATE PFB PREFABRICATE, (ED) TST TOP OF STEEL PFN PREFINISHED TSF TOP OF SUBFLOOR PRF PERFORATED TW TOP OF WALL PREM PREMOLDED TPG TOPPING PT PRESSURE TREATED TOR TO REMAIN PLT PROPERTY LINE TB TOWEL BAR TR TRANSOM QT QUARRY TILE TS TUBE STEEL TRNB TURNBUCKLE RBT RABBET, REBATE TYP TYPICAL RAD RADIUS RFT RAFTER UC UNDERCUT RL RAIL, (ING) UNF UNFINISHED REC RECESS, (ED) LINO UNLESS NOTED OTHERWISE REF REFER, (ENCE) UR URINAL RFL REFLECT, (ED), (IVE), (OR) UTL UTILITY REFR REFRIGERATOR REG REGISTER VJ V-JOINT REN REINFORCE, (ED), (ING) VB VAPOR BARRIER RECP REINFORCED CONCRETE PIPE VAR VARNISH REM REMOVE, (ABLE) VNR VENEER REQ'D REQUIRED VERT VERTICAL RES RESILIENT VG VERTICAL GRAIN RET RETURN VN VINYL RA RETURN AIR VB VINYL BASE RVS REVERSE (SIDE) VCT VINYL COMPOSITION TILE REV REVISE, (S), (ED) VF VINYL FABRIC RH RIGHT HAND VT VINYL TILE ROW RIGHT OF WAY VICP VITREOUS CLAY PIPE R RISER VICT VITREOUS CLAY TILE RVT RIVET R&S ROD AND SHELF WSCT WAINSCOT RD ROOF DRAIN WH WALL HUNG RFH ROOF HATCH WC WATER CLOSET RFG ROOFING WHTR WATER HEATER RM ROOM WP WATERPROOFING RO ROUGH OPENING WR WATER RESISTANT RS ROUGH SAWN WS WATERSTOP RCP ROUND CONCRETE PIPE WST WEATHERSTRIP, (ING) ROK ROWLOCK WWF WELDED WIRE FABRIC RB RUBBER BASE W WEST RBT RUBBER TILE WHS WHEEL STOP RBL RUBBER STONE WHA WATER HAMMER ARRESTOR WID WIDTH, WIDE SFGL SAFETY GLASS WIN WINDOW SCH SCHEDULE WG WIRED GLASS SCN SCREEN, (ED) WM WIRE MESH SCUP SCUPPER WO WITHOUT SLNT SEALANT WD WOOD STG SEATING WI WROUGHT IRON SEC SECTION SEI 7-ELEVEN INC. SVYD SERVICE YARD SSK SERVICE SINK SHTH SHEATH, (ING) SHT SHEET SG SHEET GLASS SH SHELF, SHELVING SHNG SHINGLE, (S) SHU SHUTTER, (S) SDG SIDING SM SIMILAR SKL SKYLIGHT SL SLEEVE SLO SLOPE SOL SOLDIER SC SOLID CORE GENERAL NOTES * GENERAL NOTES APPLY TO ALL CONSTRUCTION DOCUMENTS. A.GENERAL 1. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS AS REQUIRED. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. 2. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OF AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS. 3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND SHORING TO ENSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS, IE: STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE, AND AVOID OMISSIONS. 5. ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. STANDARDS. 6. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. 7. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY DEFECTS OR OTHER FAULTS DUE TO WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. 8. ALL CONTRACTORS WILL GUARANTEE ALL LABOR AND CONTRACTOR PROVIDED MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF OCCUPANCY. 9. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND/OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE CONSTRUCTION PROJECT MANAGER BEFORE PROCEEDING WITH THAT WORK. 10. ALL SUBCONTRACTORS WILL PROVIDE A CERTIFICATE OF INSURANCE TO THE GENERAL CONTRACTOR PRIOR TO STARTING ANY WORK ON THIS PROJECT. CERTIFICATE OF INSURANCE CANNOT BE TERMINATED OR CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE CONSTRUCTION PROJECT MANAGER. 11. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE ARCHITECT OR ENGINEER OF RECORD. NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY THE ARCHITECT OR ENGINEER OF RECORD. 12. NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS IS ALLOWED. NO "EQUIVALENT" SUBSTITUTIONS WILL BE MADE, UNLESS DUE TO THE LACK OF AVAILABILITY OF THE ORIGINAL MATERIAL SPECIFIED AND APPROVED IN WRITING BY THE CONSTRUCTION PROJECT MANAGER AND THE ARCHITECT OR ENGINEER OF RECORD 13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT OR SIMILAR WEATHER RELATED DAMAGES. AND WILL MAKE GOOD TO THE SATISFACTION OF THE CONSTRUCTION PROJECT MANAGER AND GENERAL CONTRACTOR ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED. REFERENCE SYMBOLS xxxxxxxx N - NORTH ARROW xxx - ROOM TAG x.x.x. _ HEIGHT xl-xx" ELEVATION INDICATOR 000a - DOOR TAG REF SHEET A6.0 xx -ENLARGED x DETAIL INDICATOR Q-REVISION DELTA x.x.x. - SPOT ELEVATION x""INDICATOR © - EQUIPMENT TAG xx - KEY NOTE INDICATOR 4 xx - FINISH -GRID LINE INDICATOR --+-_E) INDICATOR REF SHEETA6.1 x xx.x - SECTION CUT 0 - WINDOW TAG INDICATOR REF SHEET A6.1 t - WALL TAG *],�AT - ELEVATION INDICATOR �F. - FIRE EXTINGUISHER x GENERAL NOTES (CONY) 14. RESPONSIBILITY OF CONTRACTORS: EACH SUBCONTRACTOR AND THE GENERAL CONTRACTOR ARE RESPONSIBLE FOR WORKMANSHIP AND MATERIALS. EACH SUBCONTRACTOR AND THE GENERAL CONTRACTOR ARE RESPONSIBLE FOR THE CARE AND PROTECTION OF HIS OWN WORK AND MATERIALS. 15. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAUPOST CONSTRUCTION PHASES OF THIS PROJECT. 16. LIENS: ALL SUBCONTRACTORS AND THE GENERAL CONTRACTOR WILL DELIVER TO THE CONSTRUCTION PROJECT MANAGER, A COMPLETE RELEASE OF ALL CLAIMS ARISING OUT OF THIS CONTRACT. 17. PILFERAGE: EACH CONTRACTOR WILL BE RESPONSIBLE FOR HIS OWN EQUIPMENT AND MATERIALS USED IN CONSTRUCTION INCLUDING THOSE ITEMS FURNISHED BY 7-ELEVEN, INC. AND DELIVERED TO THE JOB SITE, TO BE INSTALLED BY THE CONTRACTOR. 7-ELEVEN, INC. WILL NOT BE HELD LIABLE FOR STOLEN EQUIPMENT, MATERIALS OR DAMAGE OF THE SAME ON THIS JOB SITE. 18. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES, ALONG WITH A BROOM FINISH AT THE END OF EACH WORKING DAY. 19. SCHEDULE OF WORK: THE CONSTRUCTION PROJECT MANAGER WILL STATE TO THE GENERAL CONTRACTOR DURING THE BIDDING PROCESS, THE REQUIRED NUMBER OF CALENDAR DAYS TO COMPLETE THIS WORK. 20.REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. 21.MATERIALS AND SYSTEMS NOTES ARE TYPICAL IN NATURE AND APPLY TO MULTIPLE DRAWINGS. NOTES ON ANY ONE DRAWING ARE TO APPLY TO ALL OTHER SIMILAR MATERIALS AND SYSTEMS UNLESS NOTED OTHERWISE. THE GENERAL NOTES APPLY TO ALL THE CONSTRUCTION DOCUMENTS. 22.ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE TOP OF SLAB LEVELS UNLESS NOTED OTHERWISE. 23.GENERAL CONTRACTOR TO COORDINATE FLOOR AND WALL PENETRATIONS WITH THE CONSTRUCTION PROJECT MANAGER, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING. 24.FOR THE PURPOSE OF THESE DRAWINGS AND SPECIFICATIONS, THE TERM "BY 7-ELEVEN" SHALL MEAN ITEM PROVIDED BY 7- ELEVEN, INC. AND INSTALLED BY CONTRACTOR AS PART OF THE WORK OF THIS CONTRACT. THE TERM "NOT IN CONTRACT" (NIC) SHALL MEAN ITEM PROVIDED AND INSTALLED BY 7-ELEVEN, INC. UNDER SEPARATE CONTRACT. 25. GENERAL CONTRACTOR TO COORDINATE WITH THE CONSTRUCTION PROJECT MANAGER FOR ALL ROOF PATCHWORK, REPAIR, AND/OR REPLACEMENT. B. DIMENSIONING 1. ALL DIMENSIONS ARE IN FEET -INCHES UNLESS NOTED OTHERWISE. 2. DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS. 3. VERIFY DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT OF RECORD OF ANY DISCREPANCIES. 4. EXTERIOR WALLS ARE DIMENSIONED TO THE EXTERIOR FACE OF SI PANEL, CMU BLOCK, OR STRUCTURAL SHEATHING UNLESS NOTED OTHERWISE. 5. INTERIOR WALLS AND PARTITIONS ARE DIMENSIONED TO FINISHED FACE UNLESS NOTED OTHERWISE. 6. DOORS ARE LOCATED BY THEIR JAMB RELATIVE TO ADJACENT WALLS AND PARTITIONS. DOOR OPENINGS ARE DIMENSIONED TO THE STRIKE OR HINGE FACE OF THE DOOR FRAMES. ALL INTERIOR DOORS AT 6" FROM PARTITION WALL UNLESS NOTED OTHERWISE. C. MISCELLANEOUS 1. SEAL EXTERIOR JOINTS AROUND DOORS, WINDOWS AND LOUVER FRAMES AND AT PENETRATIONS OF MECHANICAL, ELECTRICAL AND PLUMBING ELEMENTS TO PREVENT AIR AND WATER LEAKAGE. 2. ISOLATE DISSIMILAR METALS EFFECTIVELY FROM EACH OTHER TO PREVENT ELECTROLYTIC ACTION. 3. PROVIDE ACCESS PANELS AS REQUIRED FOR MECHANICAL AND PLUMBING VALVES. BID NOTES 1. PROVIDE SEPARATE ITEMIZED LIST FOR ALL WORK (LABOR & MATERIALS & OVERHEAD) ASSOCIATED WITH THE FOLLOWING ITEMS: A. FLOOR FINISHES. B. CONC SLAB C. CEILINGS. D. LIGHTING. E. HVAC. ., u U M 01 01 i cl-w �� v s. 0 a (V 0 VlN N z "' 0Q z0 0 Z M C") T+gU- VIl w z � _ w �� Z W ��a V CD U J LL w of w 0- F-- 0 z c� wzLL \ Y W 06 U W z woOf of J0� U W p w o O �zLf cr o Ali t N M Ln N U W Lo U U r 0 Z Lu w J J 0 m U) 0 N N 0 0 0 m nf w ff ff � a o O N O Nam_ ¢ N a w 0 a EX cl 0 U A1.0 h GENERAL ASSOCIATED NOTES CORRIDORS & AISLES THE TERM CORRIDOR SHALL INCLUDE EXTERIOR EXIT BALCONIES AND ANY COVERED OR ENCLOSED EXIT PASSAGEWAY, INCLUDING WALKWAYS, TUNNELS AND MALLS. PARTITIONS, RAILS, COUNTERS, AND OTHER SIMILAR SPACE DIVIDERS NOT OVER F-9" IN HEIGHT ABOVE THE FLOOR SHALL NOT BE CONSTRUED TO FORM CORRIDORS. 1. EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44" IN WIDTH. 2. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN 36" IN WIDTH. 3. CIRCULATION AISLES AND PEDESTRIAN WAYS SHALL BE SIZED ACCORDING TO FUNCTIONAL REQUIREMENTS AND IN NO CASE SHALL BE LESS THAN 36" IN CLEAR WIDTH. 4. EVERY AISLE SHALL BE NOT LESS THAN 36" WIDE IF SERVING ONLY ONE SIDE AND NOT LESS THAN 42" WIDE IF SERVING BOTH SIDES. FLOORS & LEVELS NOTE: LEVEL AREA IS DEFINED AS "A SPECIFIED SURFACE THAT DOES NOT HAVE A SLOPE IN ANY DIRECTION EXCEEDING 1/4 INCH IN ONE FOOT FROM THE HORIZONTAL (2.083% GRADIENT)". 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS, OR SPECIAL ACCESS LIFTS. 2. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. 3. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. 4. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL. 5. CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. 6. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH CODE. SANITARY FACILITIES (GENERAL) 1. SANITARY FACILITIES THAT SERVE BUILDINGS, FACILITIES OR PORTIONS OF BUILDINGS OR FACILITIES THAT ARE REQUIRED TO BE ACCESSIBLE TO PERSONS WITH DISABILITIES ARE REQUIRED TO BE ACCESSIBLE. 2. WHERE SEPARATE FACILITIES ARE PROVIDED FOR NON -DISABLED PERSONS OF EACH SEX, SEPARATE FACILITIES SHALL BE PROVIDED FOR PERSONS WITH DISABILITIES OF EACH SEX ALSO. WHERE UNISEX FACILITIES ARE PROVIDED FOR PERSONS WITHOUT DISABILITIES, AT LEAST ONE UNISEX FACILITY SHALL BE PROVIDED PERSONS WITH DISABILITIES WITHIN CLOSE PROXIMITY TO THE NON -ACCESSIBLE FACILITY. SINGLE ACCOMMODATION SANITARY FACILITIES NOTE: SINGLE ACCOMMODATION SANITARY FACILITY IS DEFINED AS "A ROOM THAT HAS NOT MORE THAN ONE OF EACH TYPE OF SANITARY FIXTURE, IS INTENDED FOR USE BY ONLY ONE PERSON AT A TIME, HAS NO PARTITION AROUND THE TOILET, AND HAS A DOOR THAT CAN BE LOCKED ON THE INSIDE BY THE ROOM OCCUPANT". 1. THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30" WIDE BY 48" LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. 2. THERE SHALL BE IN THE ROOM A CLEAR FLOOR SPACE OF AT LEAST 60" IN DIAMETER, OR A T-SHAPED SPACE OR (B). NO DOOR SHALL ENCROACH INTO THIS SPACE FOR MORE THAN 12" EXCEPT FOR THE PANEL DOOR TO ANY WATER CLOSET COMPARTMENT IF THERE IS ONE. 3. THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES A MINIMUM 28" WIDE CLEAR SPACE FROM A FIXTURE OR A MINIMUM 32" WIDE CLEAR SPACE FROM A WALL AT ONE SIDE. THE OTHER SIDE SHALL PROVIDE 18" FROM THE CENTERLINE OF THE WATER CLOSET TO THE WALL. A MINIMUM 48" CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. 4. ALL DOORS, FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE WITH A MINIMUM CLEAR WIDTH OF 36" EXCEPT AT DOORS. IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE PER CODE. PASSENGER DROP-OFF & LOADING ZONES 1. WHEN PROVIDED, PASSENGER DROP-OFF AND LOADING ZONES SHALL BE LOCATED ON AN ACCESSIBLE ROUTE OF TRAVEL. 2. WHERE PROVIDED ONE PASSENGER DROP-OFF AND LO ADING ZONE SHALL PROVIDE AN ACCESS AISLE AT LEAST 60" WIDE AND 20' LONG ADJACENT AND PARALLEL TO THE VEHICLE PULL-UP SPACE. SUCH ZONES SHALL BE LOCATED ON A SURFACE WITH A SLOPE NOT EXCEEDING 1 VERTICAL IN 50 HORIZONTAL. IF THERE ARE CURBS BETWEEN THE ACCESS AISLE AND THE VEHICLE PULL-UP SPACE, THEN A CURB RAMP SHALL BE PROVIDED, 3. PROVIDE MINIMUM VERTICAL CLEARANCE OF 9'-6" AT ACCESSIBLE PASSENGER LOADING ZONES AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH AREAS FROM SITE ENTRANCES AND EXITS. 4. VALET PARKING FACILITIES SHALL PROVIDE A PASSENGER LOADING ZONE AND SHALL BE LOCATED ON AN ACCESSIBLE ROUTE TO THE ENTRANCE OF THE FACILITY. PEDESTRIAN GRADE SEPARATIONS 1. PEDESTRIAN RAMPS ON PEDESTRIAN GRADE SEPARATIONS SHALL COMPLY WITH THE REQUIREMENTS FOR RAMPS. 2. WHERE PEDESTRIAN GRADE SEPARATIONS CROSS STREETS OR OTHER VEHICULAR TRAFFIC WAYS, AND WHERE A STREET LEVEL CROSSING CAN REASONABLY AND SAFELY BE USED BY PERSONS WITH DISABILITIES, THERE SHALL BE PROVIDED CONFORMING CURB RAMPS AND A USABLE PATHWAY. 3. CROSS SLOPES OF WALKING SURFACES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 114" PER FOOT. THE SLOPE OF ANY APPRECIABLY WARPED WALKING SURFACE SHALL NOT EXCEED 1 VERTICAL IN 12 HORIZONTAL IN ANY DIRECTION. ELECTRICAL 1. THE CENTER OF JUNCTION BOXES FOR RECEPTACLE OUTLETS SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION MEETING THE CLEARANCES AND REACH RANGE REQUIREMENTS OF BUILDING CODE. 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF BUILDING CODE. 3. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. 4. THE INSTALLATION OF FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHIN THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE ELECTRICAL CODE. MULTIPLE ACCOMMODATION SANITARY FACILITIES NOTE: MULTIPLE ACCOMMODATION SANITARY FACILITY IS DEFINED AS "A ROOM THAT HAS MORE THAN ONE SANITARY FIXTURE, IS INTENDED FOR THE USE OF MORE THAN ONE PERSON AT A TIME, AND WHICH USUALLY IS PROVIDED WITH PRIVACY COMPARTMENTS OR SCREENS SHIELDING SOME FIXTURES FROM VIEW'. 1. A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 27" ABOVE THE FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60", OR A CLEAR SPACE 56" BY 63" IN SIZE, SHALL BE PROVIDED FOR WHEELCHAIR MANEUVERING. DOORS OTHER THAN DOOR TO THE ACCESSIBLE TOILET COMPARTMENT IN ANY POSITION MAY ENCROACH THE INTO THIS SPACE BY NOT MORE THAN 12". 2. DOORS SHALL NOT SWING INTO THE FLOOR SPACE REQUIRED FOR ANY FIXTURE. 3. A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A MINIMUM 28" WIDE CLEAR SPACE FROM A FIXTURE OR A MINIMUM 32" WIDE CLEAR SPACE FROM A WALL AT ONE SIDE OFT E WATER CLOSET. THE OTHER SIDE OF THE WATER CLOSET SHALL PROVIDE 18" FROM THE CENTERLINE OF THE WATER CLOSET TO THE WALL. GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO THESE CLEAR SPACES. 4. A MINIMUM 48" LONG CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET) AND A MINIMUM 60" LONG CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF HE COMPARTMENT HAS A DOOR LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAT 3" INTO THESE CLEAR SPACES. PEDESTRIAN GRADE SEPARATIONS 6 1. PEDESTRIAN RAMPS ON PEDESTRIAN GRADE SEPARATIONS SHAL COMPLY WITH THE REQUIREMENTS FOR RAMPS. 2. WHERE PEDESTRIAN GRADE SEPARATIONS CROSS STREETS OR OTHER VEHICULAR TRAFFIC WAYS, AND WHERE A STREET LEVEL CROSSING CAN REASONABLY AND SAFELY BE USED BY PERSONS WITH DISABILITIES, THERE SHALL BE PROVIDED CONFORMING CU B RAMPS AND A USABLE PATHWAY. 3. CROSS SLOPES OF WALKING SURFACES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1/4" PER FOOT. THE SLOPE OF ANY APPRECIABLY WARPED WALKING SURFACE SHALL NOT EXCEED 1 VERTICAL IN 12 HORIZONTAL IN ANY DIRECTION. 4. ALL LAVATORIES THAT ARE DESIGNATED TO BE ACCESSIBLE SHALL BE MOUNTED WITH THE RIM OR COUNTER EDGE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH A VERTICAL CLEARANCE OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 5.3. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. 5.4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-LB POINT LOAD PLUS THE MAXIMUM MO MENT THE APPLICATION OF A 250-LB POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. 5.5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. . A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". CONTROLS & OPERATING MECHANISMS & ELECTRICAL 1. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE. REFER TO CODE. 2. CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT. 3. THE HIGHEST OPERABLE PART OF ALL CONTROLS; DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" IF FORWARD APPROACHED AND WITHIN 54" BUT NOT LOWER THAN 9" IF SIDE MEASURED FROM THE BOTTOM OF THE APRON OR OUTSIDE BOTTOM EDGE OF THE LAVATORY OF 29", REDUCING TO 27" AT A POINT LOCATED 8" BACK FROM THE FRONT EDGE. KNEE CLEARANCE BELOW L THE LAVATORY SHALL EXTEND A MINIMUM OF 30" IN WIDTH BY 17" IN 1. DEPTH. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A ': MINIMUM OF 9" HIGH FROM THE FLOOR AND A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. 5. HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP F OR ABRASIVE SURFACES UNDER LAVATORIES. 1. 6.- WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE 30" BY 48" IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. 2 7. URINALS SHALL BE FLOOR 00 MOUNTED OR WALL HUNG. WHERE ONE: OR MORE WALL HUNG URINALS ARE PROVIDED, AT LEAST ONE WITH A, RIM 3. PROJECTING A MINIMUM OF 14" FROM THE WALL AND AT A MAXIMUM OF 17" ABOVE THE FLOOR SHALL BE PROVIDED. 8. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED 4 ON THE WIDE SIDE OF TOILET AREAS. 9. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR 5. TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE TH N 44" ABOVE THE FLOOR. 10. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE. 11. SELF -CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE E FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. N 12. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER M THAN 40" FROM THE FLOOR. D 13. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, N AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE A PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED I P FLOOR. i 1. 14, TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12" OF THE FRONT EDGE OF THE TOILET SEAT AND NO LOWER TH N 19" FROM THE FLOOR. DISPENSERS THAT CONTROL DELIVERY OR 2. THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. 15. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, 3. NON -ABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5". WALLS WITHIN WATER 4. CLOSET COMPARTMENTS AND WALLS WITHIN 24" OF THE FRONT AND SIDES OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48" 5. AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USE IN SUCH WALLS SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. DINING, BANQUET & BAR FACILITIES 1. EACH AREA WHERE A DIFFERENT TYPE OF FUNCTIONAL ACTIVITY OCCURS SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. PROVIDE WHEELCHAIR ACCESS TO BANQUET ROOMS. 2. PROVIDE SEATS/SPACES FOR PEOPLE USING WHEELCHAIRS (AT LEAST ONE FOR EACH 20 SEATS, WITH AT LEAST ONE PER FUNCTIONAL AREA) INTEGRATED WITH GENERAL SEATING TO AVO HAVING ONE AREA SPECIFICALLY HIGHLIGHTED AS THE AREA FOR PERSONS WITH DISABILITIES. 3. ACCESS TO DISABLED SEATING SHALL BE PROVIDED WITH MAIN AN" IN AISLES NOT LESS T 3 H 6 CLEAR WIDTH. 4. FOOD SERVICE AISLES SHALL BE A MINIMUM OF 36" IN CLEAR WIDT WITH A PREFERRED WIDTH OF 42" WHERE PASSAGE OF STOPPED WHEELCHAIRS BY PEDESTRIANS IS DESIRED. TRAY SLIDES SHALL MOUNTED NO HIGHER THAN 34" ABOVE THE FLOOR. IF SELF-SERVI' SHELVES ARE PROVIDED, A REASONABLE PORTION MUST BE WITF 34" OF THE FLOOR. 5. TABLEWARE, DISHWARE, CONDIMENTS, AND FOOD AND BEVERAGE DISPLAY AND DISPENSING DEVICES, WHEN LOCATED ON TABLES C COUNTER TOPS, SHALL BE PLACED 28" TO 34" ABOVE THE ADJACEI FLOOR. THESE ITEMS, WHEN LOCATED ON SHELVES, SHALL BE PLACED NO HIGHER THAN 54" ABOVE THE ADJACENT FLOOR, WHEF NOT REQUIRED TO REACH OVER AN OBSTRUCTION, AND NO HIGHE THAN 46" ABOVE THE ADJACENT FLOOR WHEN REQUIRED TO REAC OVER AN OBSTRUCTION. AN OBSTRUCTION WHICH A DISABLED PERSON IS REQUIRED TO REACH OVER SHALL BE NO HIGHER THAD ABOVE THE ADJACENT FLOOR WITH A HORIZONTAL REACH OVER T OBSTRUCTION OF NO MORE THAN 24". 6. ACCESS TO FOOD PREPARATION AREAS SHALL COMPLY WITH THE PROVISIONS FOR ENTRANCE DOORS, DOORWAYS, AND AISLES. GRAB BARS 1. ' GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ON ONE SIDE A THE BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT. 2. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 24" IN FRONT OF THE WATER CLOSET STC AND WITH THE BACK END POSITIONED NO MORE THAN 12" FROM TI REAR WALL. GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 31 LONG. 3. GRAB BARS SHALL BE SECURELY ATTACHED 33" ABOVE AND PARAI TO THE FLOOR, EXCEPT THAT WHERE A TANK -TYPE TOILET IS USE[ WHICH OBSTRUCTS PLACEMENT AT 33", THE GRAB BAR MAY BE AS HIGH AS 3&'. 4. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE G BARS SHALL BE 1-1/2". 5. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: 5.1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250 POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FC MATERIAL OF THE GRAB BAR OR SEAT. 5.2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN TI ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB m THE OCKERS AT LEAST ONE AND NOT LESS THAN 1 % OF ALL LOCKERS SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES, INCLUDING CLEAR SPACE, REACH RANGE REQUIREMENTS, AND A PATH OF TRAVEL NOT LESS THAN 36" IN CLEAR WIDTH TO THESE LOCKERS. IXED'OR BUILT-IN SEATING WHERE FIXED OR BUILT-IN SEATING, TABLES, OR COUNTERS ARE PROVIDED FOR THE PUBLIC, AND IN GENERAL EMPLOYEE AREAS, 5%, BUT NEVER LESS THAN 1 MUST BE ACCESSIBLE. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR OR GROUND. IF SEATING FOR PEOPLE IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP SHALL BE PROVIDED. IF SEATING SPACES FOR PEOPLE IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE SHALL BE PROVIDED, SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN 19". WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE BUT LIMITED TRANSACTION STATION SUCH AS NOT ( O T D TO) A SANK COUNTER WITH MULTIPLE TELLER WINDOWS OR A RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5%; BUT NEVER LESS THAN 1, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36" LONG AND NO MORE THAN 28" TO 34" HIGH. NTRANCES & EXITS OTE 1: EXITS IN EXCESS OF THOSE REQUIRED BY CODE AND WHICH ARE RE ORE THAN 24" ABOVE GRADE T A NO REQUIRED TO BE ACCESSIBLE. SUCH OORS SHALL HAVE SIGNS WARNING THAT THEY ARE NOT ACCESSIBLE. WARNING SIGNS SHALL COMPLY WITH BUILDING CODE. OTE 2: FOR THE PURPOSES OF ADA, THE USE OF THE TERM EXIT DOOR PPLIES TO ALL DOORS THAT PROVIDE ACCESS, THAT IS, ENTRANCES, ASSAGE ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR PERSONS WITH DISABILITIES. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. BARS,GRILLES, GRATES,OR SIMILAR DEVICES PLATED OVER DOORS, SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR ANY SPECIAL KNOWLEDGE OR EFFORT. SUCH BARS, GRILLES, GRATES, OR SIMILAR DEVICES SHALL BE EQUIPPED WITH AN APPROVED RELEASE DEVICE FOR USE BY THE FIRE DEPARTMENT ONLY ON THE EXTERIOR SIDE FOR THE PURPOSE OF FIRE DEPARTMENT EMERGENCY ACCESS, WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION. MANUALLY OPERATED EDGE- OR SURFACE -MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE SURFACE -MOUNTED OPERATION. ASSEMBLY OCCUPANCIES 1. ASSEMBLY AREAS WITH AUDIO-AMPLICATION SYSTEMS SHALL HAVE A LISTENING SYSTEM COMPLYING WITH ADA 4.33 TO ASSIST REASONABLE NUMBER OF PEOPLE, BUT NO FEWER THAN TWO, WITH SEVERE HEARING LOSS. FOR ASSEMBLY AREAS WITHOUT AMPLIFICATION SYSTEMS AND FOR SPACES USED PRIMARILY AS MEETING AND CONFERENCE ROOMS, A PERMANENCY INSTALLED OR PORTABLE LISTENING SYSTEM SHALL BE PROVIDED. IF PORTABLE SYSTEMS ARE USED FOR CONFERENCE OR MEETING ROOMS, THE SYSTEM MAY SERVE MORE THAN ONE ROOM. RAMPS NOTE: ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN V RISE IN 20' OF HORIZONTAL RUN. 1. THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXITWAY, PROVIDES ACCESS FOR PERSONS WITH DISABILITIES, OR IS IN THE PATH OF TRAVEL SHALL BE 1' RISE IN 12' OF HORIZONTAL RUN. 2. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50. 3. THE WIDTH OF RAMPS SHALL BE AS REQUIRED FOR STAIRWAYS AND EXITS. 4. PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO BUILDINGS HAVING AN OCCUPANT LOAD OF 300 OR MORE SHALL HAVE A MINIMUM CLEAR WIDTH OF 60". 5. RAMPS SERVING GROUP R OCCUPANCIES MAY BE 36" CLEAR WIDTH WHEN THE OCCUPANT LOAD IS 50 OR LESS. 6. ALL OTHER PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES SHALL HAVE A MINIMUM CLEAR WIDTH OF 48". 7. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP. 8. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30" OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION. 9. TOP LANDINGS SHALL BE NOT LESS THAN 60" WIDE AND SHALL HAVE A LENGTH OF NOT LESS THAN 60" IN THE DIRECTION OF RAMP RUN. 10. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42" AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3" WHEN FULLY OPEN. 11. THE WIDTH OF THE LANDING SHALL EXTEND 24" PAST THE STRIKE EDGE OF ANY DOOR OR GATE FOR EXTERIOR RAMPS AND 18" PAST THE STRIKE EDGE FOR INTERIOR RAMPS. 12. AT BOTTOM AND INTERMEDIATE LANDINGS, THE WIDTH SHALL BE AT LEAST THE SAME AS REQUIRED FOR THE RAMP. 13. INTERMEDIATE LANDING AT A CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES AND BOTTOM LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72" TO ACCOMMODATE THE HANDRAIL EXTENSION. 14. OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 60". 15. RAMP LANDINGS ARE NOT CONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP. 16. HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE ACCESS IF THE RAMP SLOPE EXCEEDS V RISE IN 20'O F HORIZONTAL RUN EXCEPT THAT AT EXTERIOR DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMPS LESS THAN 6" RISE OR 72" IN LENGTH. 17. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP, SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP, SHALL BE 34" TO 36" ABOVE THE RAMP SURFACE, SHALL EXTEND A MINIMUM OF V BEYOND THE TOP AND BOTTOM OF THE RAMP, AND THE ENDS SHALL BE RETURNED. 18. THE GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 1-1/2", OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE, AND ALL SURFACES SHALL BE SMOOTH WITH NO SHARP CORNERS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 19. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2" BETWEEN THE WALL AND THE HANDRAIL. 20. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP AND EXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. 21. ANY WALL OR OTHER SURFACE ADJACENT TO HANDRAILS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 118". 22. WHERE THE RAMP LANDING IS NOT BOUNDED BY A WALL OR FENCE, THERE SHALL BE PROVIDED ON EACH SIDE OF THE RAMP LANDING WHERE THERE IS A VERTICAL DROP EXCEEDING 4", ONE OF THE FOLLOWING: 22.1. A GUIDE CURB, A MINIMUM OF 2" IN HEIGHT; OR 22.2. A WHEEL GUIDE RAIL, CENTERED 3" t 1"ABOVE THE SURFACE OF THE RAMP LANDING 23. WHERE THE RAMP SURFACE IS NOT BOUNDED BY A WALL OR FENCE AND THE RAMP EXCEEDS 10' IN LENGTH, THE RAMP SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 23.1. A GUIDE CURB, A MINIMUM OF 2" IN HEIGHT; OR 23.2. A WHEEL GUIDE RAIL SHALL BE PROVIDED, CENTERED 3" t 1" ABOVE THE SURFACE OF THE RAMP. 24. OUTDOOR RAMPS AND THEIR APPROACHES SHALL BE DESIGNED AND CONSTRUCTED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. SPACE ALLOWANCE & REACH RANGES 1. THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE STATIONARY WHEELCHAIR HEELCH AND OCCUPANT IS 30" BY 48". (THE MINIMUM FLOOR OR GROUND SPACE SHALL BE INCREASED TO 42" BY 48" WHEN SUCH SPACE IS PERPENDICULAR TO AN ADJACENT SEATING SPACE). THE MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED. 3. THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180 DEGREE TURN IS A CLEAR SPACE OF 60" DIAMETER OR A T-SHAPED SPACE. 4. THE MINIMUM CLEAR WIDTH REQUIRED EQU RED FOR A WHEELCHAIR TO TURN AROUND AN OBSTRUCTION SHALL BE 36" WHERE THE OBSTRUCTION IS 48" OR MORE IN LENGTH AND 42" AND 48" WHERE THE OBSTRUCTION IS LESS THAN 48" IN LENGTH. 5. THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SHALL BE 32" AT A POINT (24" MAXIMUM LENGTH) AND 36" CONTINUOUSLY. 6. OPENINGS MORE THAN 24" IN DEPTH SHALL COMPLY WITH CODE. THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60". 7. IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48". THE MINIMUM LOW FORWARD REACH IS 15". IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, REACH AND CLEARANCES SHALL BE PER BUILDING CODE. 8. IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACH ALLOWED SHALL BE 54" AND THE LOW SIDE REACH SHALL BE NO LESS THAN 9" ABOVE THE FLOOR AS SHOWN IN FIGURES 11B-5D(A) & (B). IF THE SIDE REACH IS OVER AND OBSTRUCTION, THE REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE 116-5D(C). HAZARDS & PROTRUDING OBJECTS 1. ABRUPT CHANGES IN LEVEL EXC EPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING 4" IN A VERTICAL DIMENSION, SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY WARNING CURBS PROJECTING AT LEAST 6" IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF, 2. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO WARNING CURB IS REQUIRED WHEN A GUIDERAIL IS PROVIDED CENTERED 3" + 1" ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT OR LESS GRADIENT, OR NO ADJACENT HAZARD EXISTS. 3. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. 4. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. 5. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. 6. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 7. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. 8. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. 9. WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN OVERHANGING OBSTRUCTION AS DEFINED. 10. TRANSIT BOARDING PLATFORMS SHALL HAVE A DETECTABLE WARNING TEXTURE EXTENDING THE FULL LENGTH OF THE LOADING AREA. THIS DETECTABLE WARNING TEXTURE SHALL HAVE THE FOLLOWING FEATURES: 10.1. WIDTH 24" TO 36", PLACED AT THE EDGE OF THE DROP-OFF OR SAFE AREA. 102 DURABLE, SLIP -RESISTANT MATERIAL HAVING A SURFACE TEXTURE COMPOSED OF RAISED, TRUNCATED DOMES IN A STAGGERED PATTERN WITH A DIAMETER OF NOMINAL 0.9" AT THE BASE TAPERING TO 0.45" AT THE TOP, A HEIGHT OF NOMINAL 0.2", AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35" . THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. WARNING SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND ON CANE CONTACT. THIS SURFACE SHALL BE RESERVED FOR WARNING. 10.3. COLOR YELLOW CONFORMING TO FEDERAL COLOR NO.33538, AS SHOWN IN TABLE IV OF STANDARD NO, 595B. WHERE THE COLOR VALUE CONTRAST BETWEEN THE YELLOW WARNING AND THE MAIN WALKING SURFACE IS LESS THAN 70 %, A 1" WIPE BLACK STRIP SHALL SEPARATE THE YELLOW WARNING FROM THE MAIN WALKING SURFACE. 11. AT TRANSIT BOARDING PLATFORMS, THE PEDESTRIAN ACCESS SHALL BE IDENTIFIED WITH A DETECTABLE DIRECTIONAL TEXTURE. THIS DETECTABLE DIRECTIONAL SHALL BE 0.1" IN HEIGHT THAT TAPERS OFF TO 0.04", WITH BARS RAISED 0.2" FROM THE SURFACE. THE RAISED BARS SHALL BE 1.3" WIDE AND 3.0" FROM CENTER -TO -CENTER OF EACH BAR. THIS SURFACE SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND ON CANE CONTACT. THE COLOR OF THE DIRECTIONAL TEXTURE SHALL COMPLY WITH BUILDING CODE, THIS SURFACE WILL BE PLACED DIRECTLY BEHIND THE YELLOW DETECTABLE WARNING TEXTURE, ALIGNING WITH ALL DOORS OF THE TRANSIT VEHICLES, WHERE PASSENGERS WILL EMBARK. THE WIDTH OF THE DIRECTIONAL TEXTURE SHALL BE EQUAL TO THE WIDTH OF THE TRANSIT VEHICLE'S DOOR OPENING. THE DEPTH OF THE TEXTURE SHALL NOT BE LESS THAN 36". 12. IF A WALK CROSSES S S OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE. EMPLOYEE WORK AREAS & WORK STATIONS NOTE 1: GENERAL EMPLOYEE AREAS ARE "THOSE AREAS COMMONLY USED BY MULTIPLE EMPLOYEES, SUCH AS RESTROOMS, BREAK ROOMS, CONFERENCE AND MEETING SPACE, ETC". EVEN WHEN THESE AREAS ARE RESTRICTED FOR EMPLOYEE USE ONLY, THEY MUST COMPLY WITH ADA ACCESSIBILITY REQUIREMENTS. NOTE 2: SPECIFIC WORK STATIONS IS INTENDED TO MEAN "PLACES WHERE INDIVIDUALS DO THEIR WORK, SUCH AS A CHEFS CHOPPING BLOCK IN A COMMERCIAL RESTAURANT OR A COMPUTER TERMINAL IN AN OFFICE THESE WORK STATIONS ARE NOT REQUIRED TO BE ACCESSIBLE THEMSELVES, EXCEPT THAT AISLE AND FLOOR AND LEVEL REQUIREMENTS MUST BE MET AND ENTRYWAYS MUST BE AT LEAST 32" IN CLEAR WIDTH. 1. SPECIFIC WORK STATIONS, WITH THE EXCEPTION OF WORK STATIONS IN SALES FACILITIES, CHECKSTANDS, TICKET BOOTHS, AND OTHER WORK STATIONS WITH SPECIFIC REQUIREMENTS CONTAINED IN OTHER PORTIONS OF THE REGULATIONS, NEED ONLY COMPLY WITH AISLE WIDTH AND FLOORS AND LEVELS, AND ENTRY -WAYS SHALL BE 32 " IN CLEAR WIDTH. 2. EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE BY MEANS OF A 36" MINIMUM AISLE AND A 32" MINIMUM CLEAR OPENING DOOR WIDTH. 3. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. 4. NON-COMMERCIAL KITCHEN AND COUNTER BAR SINKS LOCATED IN COMMON USE AREAS SHALL HAVE FAUCET CONTROLS AND OPERATING MECHANISMS OPERABLE WITH ONE HAND IN ACCORDANCE WITH SECTION 11186 AND SHALL NOT REQUIRE GRASPING; PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 PLF. LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 5. VENDING MACHINES SHALL BE INSTALLED IN COMPLIANCE WITH BUILDING CODE. STORAGE FACILITIES & AREAS 1. IF FIXED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, OR DRAWERS ARE PROVIDED WHERE ACCESS IS REQUIRED, AT LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE IN TERMS OF CLEAR SPACE, REACH RANGES, AND HARDWARE. ADDITIONAL STORAGE MAY BE PROVIDED OUTSIDE OF REQUIRED REACH RANGES. 2. A CLEAR FLOOR SPACE AT LEAST 30" BY 48" THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING'A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. 3. ACCESSIBLE STORAGE SPACES SHALL BE WITHIN AT LEAST ONE OF THE HEIGHT RANGES SPECIFIED IN BUILDING CODE. 4. HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL BE WITHIN AT LEAST ONE OF THE HEIGHT RANGES SPECIFIED IN BUILDING CODE AND SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE HARDWARE SHALL BE NO GREATER THAN 5 POUNDS. TOUCH LATCHES AND U-SHAPED PULLS ARE ACCEPTABLE. 5. CLOTHES RODS SHALL BE A MAXIMUM OF 54" FROM THE FLOOR FOR A SIDE APPROACH. WHERE THE DISTANCE FROM THE WHEELCHAIR TO THE CLOTHES ROD OR SHELF EXCEEDS 10", AS IN CLOSETS WITHOUT ACCESSIBLE DOORS, THE HEIGHT AND DEPTH TO THE ROD OR SHELF SHALL COMPLY WITH BUILDING CODE. 6. THE DOORWAY PROVIDING ACCESS TO STORAGE AREAS SHALL BE NOT LESS THAN 32" IN CLEAR WIDTH. STORAGE AREAS SHALL BE MADE ACCESSIBLE AS REQUIRED. SIGNS &IDENTIFICATION NOTE: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN ADA AND AS SPECIFICALLY REQUIRED BELOW. 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599B. 2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. 3. CHARACTERS AND NUMB ERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE, THE MINIMUM CHARACTER HEIGHT SHALL BE 3". 4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED; THEY SHALL CONFORM TO THE BUILDING CODE. 5.1. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. 5.2. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 518" HIGH. 5.3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. 6. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS, DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1140" ABOVE THE BACKGROUND. 7. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. 8. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH CODE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 9. POLE SUPPORTED PEDESTRIAN TRAFFIC CONTROL BUTTONS SHALL BE IDENTIFIED WITH COLOR CODING CONSISTING OF A TEXTURED HORIZONTAL YELLOW BAND 2" IN WIDTH ENCIRCLING THE POLE, AND A 1" WIDE DARK BORDER BAND ABOVE AND BELOW THIS YELLOW BAND. COLOR CODING SHOULD BE PLACED IMMEDIATELY ABOVE THE CONTROL BUTTON. CONTROL BUTTONS SHALL BE LOCATED NO HIGHER THAN 48" ABOVE THE SURFACE ADJACENT TO THE POLE. REVIEWED FOR CODE COrfla._ � � 1­11 ST. LUCIE BOC N o ~ . - U e� N O O � U C A a I I , - w w p "o �o "p "o v i! % p., -cs r- r- v o O O % o �", � b °` 6 a 9LO" I . N U) o N Zw F- o � 0 c Q 00m Z co co =_- w J 9z 2i W � z 0 co w a. w VoQ J m U U W LLI U�/ w W a- w 0 LL Z 0 WZu- >YeL ad U ' JIrw a U w W w 00 0 �.zLL a Ln N a Cd CA N N to $z W V) U • .-. Ri �- I 1 I U) W O z �__ m U) U) w U w ~o P w w w x R R 0 rIL 0 C0 m uS w W (n �- 6 a N N Q z � N N w U O - N p LLI N O Z v - T w U It N o o W 0 Em FOLLOW ALL LOCAL JURISDICTION CODES CLEAR FLOOR SPACE PROTRUDING OBJECTS FORWARD REACH m REACH NOTE: X SHALL BE LESS THAN OR EQUAL TO 26 INCHES. Z SHALL BE 25 INCHESANY _ o 2 g^ AMQDM_ MAXIMUM OR EQUAL TO X. WHEN X IS LESS THAN 20INCHES, THEN Y SHALL 00 O O u -- -�Y BE 48INCHES MAXIMUM. WHEN X IS 20 TO 25INCHES, THEN Y SHALL BE N 3,0 44INCHES MAXIMUM. U O1 01 ®4" CLEAR WIDTH 4'-0"X,''R o o v 5'-0" o H w� w w SQ[ N W o¢ o¢ m / 0 0 '� z Z. HIGH FORWARco D REACH LIMIT Z � O CANE RANGE a01 �. MINIMUM CLEAR WIDTH MINIMUM CLEAR WIDTH 60" DIAMETER SPACE MAXIMUM FORWARD REACH OVER AN OBSTRUCTION z / FOR SINGLE WHEELCHAIR FOR TWO WHEELCHAIRS WALKING PARALLEL TOAWALL WALKING PARALLEL TOAWALL WALKING PERPENDICULAR TOAWALL Q\ a z 21 ^ MAX v�V i 21"MAX 3,-0" 1� SHELVES CLOSETS a STORAGE SHELVES AND CLOSETS AX SIDE REACH 10 q\ L ANY WIDTH oN CORRIDOR OR OTHERMAX 4"MAX ��Q �o w�W ? - CIRCULATION SPACE z o W CANE HITS POST ¢ 2'6" 2'.0" 27-6" V V1 OR PYLON m J z 2'-0" MAX ANY DIM MAX. U BEFORE PERSON o "a HITS OBJECT w w 0 ' e❑ WING WALLSDOWM e U o . c § TO FLOOR /777 o b -fti z zz > CANE RANGE ADDITIONAL PROTECHull PROTRUDING OBJECTS ~ NOT REQUIRED BETWEEN HANGING ONWALL NTH 4.6^ j x WINGWALLS LEADING EDGES ABOVE27" to m �MAX g5 V 10 v z w ) C v�m� 5 `g OBJECTS MOUNTED ON POSTS OR PYLONS EXAMPLE OF PROTECTION AROUND WALL -MOUNTED OPTIONAL POST BASE ' M O O OBJECTS AND MEASUREMENTS OF CLEAR WIDTHS CLEAR FLOOR SPACE PARALLEL APPROACH HIGH AND LOW SIDE REACH LIMITS MAXIMUM SIDE REACH W n I- T-SHAPED SPACE FOR 18 " TURNS OVER OBSTRUCTIONS o O I 12 F_ c%, i t` � 0 N v ) (1j uj MANEUVERING CLEARANCES AT DOORWAY/DOORS LEVEL CHANGES Z ELEVATION TABLEWARE AREAS O � 32"MIN 2 � z Q 36" MIN p N P FORWARD REACH REQUIRED CLEAR PASSAGE10 PULL SIDE 1 € O Z c) DETAIL g j = ILL Lu \i = s z 32" MIN o � a O CHANGE IN LEVEL CHANGE IN LEVEL LL CD a_ z � � °-�' _ l m c F c I PUSH SIDE SEATING AND TABLE CLEARANCE s PULL SIDE 24" ui 771 24"MIN CLEAR AT EXTERIOR DOORS LATCH APPROACH 18 MIN CLEAR AT INTERIOR DOORS (� Q FOOD SERVICE LINES 36"MIN Q 10 PROVIDE THIS ADDL i \ I SPACE IF DOOR IS O SIZE AND SPACING OF HANDRAILS AND GRAB BARS LAVATORY CLEARANCES g EQUIPPEDWITHBOTIi PULL SIDE } J 01 A LATCH AND A CLOSER MINIMUM CLEARANCES FOR SEATING AND TABLEScn I 1 1/2° `^ 1 1/2 MIRROR PUSHSIDE 12"MIN J w Z � 2 1 /4° TO FRONTAPPROACH a otS (Wj v ) 2 1/4' TO 1 1 4' o w WOW LLI / 17" MINIMUM > w U 1 1 /4" LEVER VALVE z J O a 9„ MAXIMU 32 MIN o o w WHO w U g MANEUVERING ACCESS 1`- z u Q PUSH SIDE E a'm � 54"MIN " MI CLEAR DOORWAY WIDTH AND DEPTH HINGE APPROACHf.*` ? CIA NOTE: IFX>24";THEN AN ROTECTEDPIPING z 4� ^ .• + z 6 CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH ADDITIONAL MANEUVERING CLEARANCE OF T SHALL BE 9 HANDRAIL lilt HANDRAIL 2,-8" PROVIDED AS SHOWN n ACCESSIBLE PATH OF TRAVEL 4-0" E � � I 1/2 CLEAR FLOOR SPACE x m 0 1 1 2; 2 1/4 TO / x d 1 1/4 2 1/4" TO a 2 1n 4� 1 1/4„ 1 1/4/4" TO BATHROOM CLEARANCES r-0" o a 18,, 32" MIN TO NOTE: X<24" NOTE: X<15' _ ' g � NOTE: If X>15", THEN AN ADDITIONAL � m O 1'-0 MANEUVERING CLEARANCE OF 12"SHALL 3'-0" EDGE OF W BE PROVIDED AS SHOWN CLEAR FLOOR SPACE INALCOVES �� 3,-0 d w 1"-0"MAX 18" CODE COMPLIANCE � rr O O 1.5"0 RAIL 1112" . _i of z ? (SS OR CHROME) TPD TOILET it W INTERNATIONAL SYMBOLS $T. LUBOCC°� Z CLEAR FLOOR SPACE g 0 3 AB" i X FLUSH ACTIVATOR q v MIN o¢ M z ON VIDE SIDE a CLEARAREA Q4 V w r S o Z © h C N W TO TOPOFGRIPPINGSURfACE ❑ ❑ ❑ ❑ ❑ w w v 30" MINIMUM 00000 8 HANDRAIL HANDRAIL HANDRAIL 30 MIN CLEAR 3TMIN CLEAR PLAN 18 PROPORTIONS INTERNATIONAL INTERNATIONAL SYMBOL OF ' INTERNATIONAL SYMBOL OF ACCESSIBILITY TDD SYMBOL OF ACCESS FOR HEARING LOSS ` FOR REFERENCE ONLY - FOLLOW ALL LOCAL. JURISDICTION CODES ( j€ 2 I I � 1 I1 24'-1" SITE ACCESS d 3 ° PROPOSED CARWASH D D is I 44 / \ / D a 4 d d � 1 Iq s 1 � I35'-0" 36'-0" 37'-2" I ! �Z 1 7 a D 1 0 0 0 0 0 0 0 0 0 0 ° = Q d G d'"�I d ° I1 5"0"' - - - 3 I 514, - 1 1 8° 1 81 a a 20-0" 4A ° ° d ° ° $a9 I d ° d 4 ° ° ° 68j n d 1 ° 1 11 IC — O Qa °. 0 1 d O �I d ad d O PROPOSED 10 d ° 5 r $ 7-ELEVEN - I 00 ° n ° da. �d °d n I 2 13 j I a 4P dl �ILIII`1 d PROPOSED FUEL d CidA% OPY ° 44 d d w dwo' a3rd3lgIJ . 1iI11I1I11; IIII dd °18°19 d d�I °° B°d ° ° d O d "R OP SnD FUEL N 00 L_--.--------I I d a 1 o o 0 0 0 0 0 ° ° � Y 1 1 1 1 ° D I o U �< H c E1 d° O ill Q =^ i I I V LL III U) O �I z L W I 6l_ O KEYNOTES 1❑ HANDICAP STALL AND RAMP; REF CIVIL SHEETS. ❑2 PROPERTY LINE; REF CIVIL SHEETS. ❑3 MONUMENT SIGNAGE; UNDER SEPARATE PERMIT. ® PARKING; REF CIVIL SHEETS. ❑5 FUEL VENTS; REF CIVIL SHEETS FOR LOCATION. ❑6 AIRIVAC; REF CIVIL SHEETS FOR LOCATION, UNDER SEPARATE PERMIT. ❑7 ACCESSIBLE PEDESTRIAN PUBLIC RIGHT OF WAY SITE ACCESS; REF CIVIL SHEETS. 181 ACCESSIBLE PATH OF TRAVEL FOR DISABLED ACCESSIBLE PARKING STALL AND PUBLIC WAY TO PUBLIC ENTRANCE. 0 ELECTRICAL PANELS; REF ELECTRICAL SHEETS 10 MAIN ENTRY DOOR. 11 EXIT DOOR. 12 CO2 TANK/CAGE INSTALLED/ANCHORED PER MANUFACTURER SPECS BY GC. PROVIDE SHUT OFF WHERE CO2 SUPPLY LINES PENETRATE THE BUILDING. LABEL PROVIDED BY NUCO2. 13 8' MASONRY WALL, UNDER SEPARATE PERMIT. 14 NOT USED 15 ' NOT USED i6 NOT USED p NOT USED 18 6" PIPE BOLLARD WITH PLASTIC COVER RE: CIVIL FOR DETAIL 19 PARKING BOLLARD ARE TO BE PLACED IN PARKING STALLS ADJACENT TO BUILDING. IF ANY PART OF STALL IS ADJACENT TO THE BUILDING BUT NOT TH ENTIRE WIDTH, EXTEND BOLLARDS TO COVER THE ENTIRE STALL. 20 PROP.LIFT STATION & VALVE BOX 21 LOADING ZONE: REF CIVIL SHEET FOR REFERENCE ONLY 0 0 OARCHITECTURAL SITE PLAN I 1 1/16" = 1'-0" - - N REVIEV1Ea'4 '7. CODE CO��I�I�IAN ST. LUCIE COU T'i BOCC N �N O _ OO Q, w G G � OO N ss 'w V U) N Z w O Q a 0m� ch J !n� W J V Z < WHO z NN d Q W UDC) LL Lij C) Of C/'_ L. Of O LL W Z V \ Y W *aU W a w W�� 1 Q� Z u- a n N N O O O h K N Lu I Q W l/J a J N N Z H p N N w 0 o Z c:i uJ w cW� a o o v NOTE: REF FUEL DWGS FOR FUEL EQUIPMENT, CANOPY CONSTRUCTION DETAILS, AND FINSHES REF FUEL CANOPY DWGS REF FUEL CANOPY o DWGS J � eE l .I-� 1 - ifl n0. � 'o � I A1.3.1 v I T ST'1 2 S P-6 C9 REF FUEL CANOPY ° DWGS FUEL CANOPY ELEVATION 3 1/4" = 1'-0" 78" STUCCO SYSTEM 1 5/8" 25 GA METAL STUD :RAMING @ 16" O.C. V/4" CDX SHEATHING ANOPY COLUMN. REFER TO FUEL CANOPY DWGS. OFUEL CANOPY COLUMN PLAN DETAIL 3/4" = 1 1-01, Q 4 SEALANT. COLOR TO MATCH ADJACENT FINISH ST-2 CANOPY COLUMN REFER TO FUEL CANOPY DRAWINGS 7/8" STUCCO SYSTEM ON 4 4 RIGID WIRE CUT 1/4" PER FT INSULATION co ST-3 3/4" CDX SHEATHING 4 4 2" 3 5/8" 25 GA METAL STUD FRAMING @ 16" O.C. q 4 4 P mREFER ao O FUEL CANOPY DRAWINGS - xl- 71 g U OFUEL CANOPY COLUMN SECTION DETAIL 1 3/4"=1'-0" REVIEWED + C©DE CCP L1, ST. LUCIE COUNTY RCCC QCA C) vJ N O N ZW H OQ Q 0 Z ch Q co J J !!Tnn cl) u- V IuJ Z Wa0 z LJ_ W O.. w C) < rn U J LL w U � IN L Lu — Ily— O LL 1 Z Lu LL S Y W WSW �O_d .Z ~ w W - ~ 1 p 0 d Q 0- 9 U) NQN U F— N N 0 0 0 N m U) ~ W W af a O N O O ^� 6 Z O a o a c> A1.3.1 6" PIPE BOLLARD FILLED WITH CONCRETE, REF DETAIL 5/A1.4 2 3 1 1 2 A B 4 A�.4 AlA 5/8" X 24" S.S. CANE MUELLER URETHANE BOLT AT EACH GATE GATES PER MATERIAL 20 GA. DARK BRONZE CAP 2 GA. DARK BRONZE CA _ (ALTERNATE SCHEDULE, SHEET A6.1 ST-2 FLASHING, GC SUPPLIED LASHING GC SUPPLIED ST-2 S.S. HANDLE SI S F PANEL) PAINTED P-3 T. O CMU- L T.O. CMU T 7 71/2 V 7 A.F.F. TT I I � HIGH IMPACT EIFS WATER TABLE FINISH TRANSITION FINISH TRANSITION 3' 0" A.F.F.A.F.F. II II DUMPSTER ENCL. SLABUMPSTER ENCL. SLAB REF. — — — — —— — — — — — — — II it I I------=------- SREF. CIVIL ----- I-1-1-I---------t-------� I I II 'll I L� I I I I PROVIDE 314" � I I J I FOOTINGS SHOWN FOR I I I I I I I PVC SLEEVES I I REFERENCE ONLY I L J I I L J I IN CONCRETE. I L J I TYR I REF. A6.1 FOR EXT. REF. A6.1 FOR EXT REF. A6.1 FOR EXT. I I _ J--J FINISH SCHEDULE L — _ FINISH SCHEDULE FINISH SCHEDULE O10 SIDE DUMPSTER ENCL. ELEVATION O`REAR DUIVIPSTER ENCL. ELEVATIONFRONT DUMPSTER ENCL. ELEVATION 3/8„ = 1'-01, 318„ = 11_01, 3/8" = l'-0" ro CMU BLOCK TO MATCH BUILDING a EIFS BANDING BEYOND ° FINISH TO MATCH BUILDING a 6" STEEL JAMB POST. CONCRETE FILLED. PAINTED LOWER ALUMINUM BRACKET(BEYOND) GATE CLOSED POSITION MUELLER COR-6 ENCLOSURE GATE DETAIL - GATE 1 112" = 1'-0" TOP OF STEEL PIPE CONCRETE FILL TO BE STRIKED OFF FLAT UPPER ALUM. BRACKET- \ \ <0 \ 00 \ 6" RD. STEEL SCHEDULE 40 GALV. PIPE SET IN 18" CONC, FOOTING; CONC. FOOTING 48" DEEP. LOWER ALUM. BRACKET o" I I I J POST AND FOOTING. I I I I REF STRUCTURAL SHEETS I � i I I I I L — — — J OGATE BOLLARD DETAIL 1/2" = 1141 GC SUPPLIED 18" DIAMETER 6" STEEL PIPE FILLE CONCRETE W/CONC.- SMOOTH FOOTING TROWEL CROWN TOP 6" STEEL PIPE g PAINTED PER z PAINT SCHEDULE CONC. (MIN. 3000 UNO PSI @ 28 DAYS) — PLAN CROWN / FOOTING / \ REINF'G TOP, \ BOT. & MIDDLE a 4 1/2" x 14" REBAR D \ ANCHORSTHRLI m Z PIPE BOTH WAYS a 1" STL. BOTTOM 1'-6" _ — DIAMETER / �OTYPICAL 5 BOLLARD SECTION 1/2„ = 1'-0„ 20 GA. DARK BRONZE CAP FLASHING, GC SUPPLIED 2 T. 0. CMU A1.4 T-71/2" I ST-2 HORIZONTAL AND VERTICAL I 20 GA CAP JOINT REINFORCING; REF. I I 1/2" ANCHOF STRUCTURAL 32" O.C, 8" CMU WALL. REF STRUCTURAL I 2x8 PT TOP 2x NAILER � I T.0 WATER TABLE ST-1 I T.O. CMU 3.0 T-7 1/2" e" DIRECT APPLIED STUCCO MAINTAIN LEVEL CURB FOR MANSORY;REF STRUCTURAL � I 1/2" EXPANSION JOINT I M 111-11 <IIIIIIIII1111 FOOTING AND REINFORCEMENT; REF - CONT.SHEE METAL CLIP STRUCTURAL -11I III 1 113. _--..4-I I 1-I1I 111 MORTAR JOI 111111111111I111I1111111111111111111111 i STRUCTURA =1 I=1 11=1 11 I MI I —I I I- -I I I=I I 1=1 I —I I =I1I , CMU BLOCK 111 III —I I 1=1I1 I I I=1I 1=11 MATCH BUIL II 111—IIIL-=LLl=III=III- —III III —I I1=1I I —I REF. STRUC 'I1,�11111111�111111111111�11- DUMPSTER ENCL. WALL SECTION O DUMPSTER ENCL. DETAIL NTD: VERIFY DUMPSTER SIZE AND THE ENCLOSURE OPENING IS ADEQUATE FOR THE PROVIDED DUMPSTER. NTD: MUELLER DOORS TO BE 10'-6" FROM CENTER OF POST. IF DOORS HAVE TO BE DIFFERENT SIZE LEAD TIME IS 7-8 WEEKS FOR CUSTOM DOORS. 2 26 4„ REFERENCE STRUCTURAL FOR PAD SIZE 9 A1.4 6" PIPE BOLLARD FILLED WITH CONCRETE, REF DETAIL 5/A1.4 TYP OF (11) A 3'4" 3'-0" 3'-0" 3'-4" CL 3'-4" 3,-0" 3,-0" rr 3,�" GE CL CL w Z N 3 r-------- --� qa r-----------� o A1.4 I TER DUMPSTER I O I PROVIDED BY PROVIDED BY I W I OTHERS o I OTHERS I TOP OF SLAB Q. I o'Y 0" 0 I Icq \ 0 10 I I a °o A1:a I I 1 cf)I a W I I I I W I I 1 a6 L — — — — — — — — — — — L — — — — — — — — — — — h 10'-4" HOLD 2'-0" 10'4" HOLD 7 B f PROVIDE PVC A1.4 wj SLEEVES FL ° IN CONCRETE. TYRpj O> ° 4. o o o PROVIDE 3/4"PVC SLEEVESIN CONCRETE. TYP. 8 ROVIDE CONCRETE PAD IN FRONT OF� A1.4 DUMPSTER ENCLOSURE ENTRANCE AND SHALL BE CAPABLE OF EDGE OF SLAB WITHSTANDING A 20 TON STATIONARY REFER TO SITE PLAN LOAD; REFERENCE CIVIL 8" 9"( 10'-6" HOLD 9" 9" 10'-6" HOLD 9" 8 CE 'L ! CL REVIEWED Fort DUMPSTER ENCLOSURE PLAN CODE COMPLIAW��"-' 10 3/8„ = 1._01. ST. iUCIsEpUTgi BOCCI U)o I N Z FW- OQ I Q Z 0 ozm am Li-z� Wao z N z 1.1 . C 2 Q W Uo)0 U LL Lu U CL O LL z V 1 1 1 Z LL Y Lou g z Lu � W JOLL U w Lu 1 pc) Z LL (L .17 U) Q .. a 06 w 0_ fO V w U) J H H w w U N N 0 0 0 m w w � N Z N N U W -Wi W c Z '� U wU' o a o c=i OCCUPANCY SIGNAGE NOTES: RESTROOM PLUMBING FIXTURES SIGNS STATING THE MAXIMUM OCCUPANT CONTENT SHALL BE CONSPICUOUSLY BUILDING OCCUPANCY CALCULATION = 68 POSTED IN EACH AREA OF ASSEMBLY, ASSEMBLY ROOM, OR ROOM USED FOR 1 PER 500 MALE AND FEMALE = 68/500 = 0.14 = 1 FIXTURE. SIMILAR PURPOSE REQUIRED: PROVIDED: W.C. 1:500 1 W.C. 1:500) URINAL 0 URINAL LAVATORY 1:750) 1 LAVATORY (1:750 _ JANITORSINK _ 1 JANITOR SINK LEGEND DRINKING FOUNTAINS (1:1000) 2 MRINKING FOUNTAINS I X EGRESS PATH DIRECTION & WIDTH (INCHES) I EXIT DIRECTION F.E. EXTINGUISHER. SEE DETAIL 2/A1.5 EXIT SIGN. RE: ELECTRICAL OEGRESS PLAN - 1/4" = 1,_0„ OCCUPANCY CALCULATIONS BUILDING CODE: TOTAL SQFT PERSONS - MERCANTILE / SALES 1,965 66 \ \ 30 SQ.FT. PER OCCUPANT SUPPORT SPACES (STORAGE, STOCK, SHIPPING AREAS) 815 3 300 SQ.FT. PER OCCUPANT F%/ BUSINESS 100 SQ.FT. PER OCCUPANT 42 1 TOTAL OCCUPANCY 70 1*4 011M w-w,.orA BUILDING CODE INFORMATION BUILDING CODE: FLORIDA BUILDING CODE, BUILDING, 6TH EDITION, 2017 FLORIDA BUILDING CODE, ACCESSIBILITY, 6TH EDITION, 2017 FLORIDA FIRE PREVENTION CODE, 6TH EDITION, 2017 FLORIDA BUILDING CODE, MECHANICAL, 6TH EDITION, 2017 FLORIDA BUILDING CODE, PLUMBING, 6TH EDITION, 2017 FLORIDA ELECTRICAL CODE, 2008 EDITION W/2009 SUPPLEMENTS 2014 NATIONAL ELECTRICAL CODE FLORIDA BUILDING CODE, ENERGY CONSERVATION, 6TH EDITION, 2017 FLORIDA BUILDING CODE, FUEL GAS, 6TH EDITION, 2017 OCCUPANCY CLASSIFICATION: MERCANTILE GROUP M CONSTRUCTION TYPE: TYPE VB SPRINKLER: NOT SPRINKLERED TOTAL MAXIMUM OCCUPANT LOAD: MERCANTILE AREA: 59 OFFICE AREA: 1 70 OCCUPANTS SALES: 10 STROAGE/STOCK: 3 EXITING REQUIREMENTS: 7.5.1.3.3 OF NFPA 101 LIFE SAFETY CODE MERCANTILE AREA: 2 EX l DIAGONAL OF MERCANTILE AREA = 89'-4" 1/2 MIN DISTANCE OF MAX. OVERALL DIAGONAL W/O AUTOMATIC SPRINKLER SYSTEM = 89'-4" / 2 = 44'-8" MIN REQUIRED DISTANCE BETWEEN EXIT DOORS = 47'-6" 'REFER TO SHEET A2.3 FOR ILLUMINATED EXIT SIGN LOCATIONS. EGRESS CAPACITY MAIN ENTRY DOOR WIDTH = 6V7.2" = 340 PERSONS SECONDARY DOOR WIDTH = 341.2 = 170 PERSONS TOTAL = 510 PERSON; EXTINGUISHER DETAIL PROVIDE WALL BLOCKING SUPPORT WHERE REQUIRED WALL MOUNTED FIRE EXTINGUISHER (2AIOBC) POTTER ROEMER PORTABLE EXTINGUISHER #3005 WITH #3903 MOUNTING BRACKET FINISH FLOOR e'iE166 EV,r, cm CODE CO ST. LUCI xis Bt9CC � N o QN ODOR U := d "C 'o U N $-4 c/)C N Z7 LLI F- os a O� � 0 � Z ch M 2�LL WLLI J Z ED Z ni�Rw O LL. 1 - z LlI LL \YW LLJow I J W 11.1 ' pa Z 0 LL- �Zo = 1 ge"�D f h, , 045" $UCH-4ov ARS7633 0 N N d r 0 O_ r� co m C9 w m a N 0 Q O N ~ C �pO�V (n tV J W Lu Lu I gZ A1.5 GENERAL NOTES 1. CO2 MONITORING SYSTEM PROVIDED BY 7-ELEVEN, CONTRACTOR TO COORDINATE INSTALLATION OF CO2 MONITORING SYSTEM WITH AUTHORIZED INSTALLER. REFERENCE EF-1 SHEET FOR SPECIFICATIONS. KEYNOTES LOGICO2 MODEL MK10 SET 2A WITH CENTRAL UNIT. [2.] CO2 ALERT WITH BUILT IN LAMP/ BUZZER/ 15FT POWER CABLE. L' J WARNING LAMP INCLUDING 15FT CABLE AND CONNECTOR, POWER SUPPLY. CO2 WARNING SIGN. KI STAINLESS STEEL PROTECTION BAR. EXTERIOR CO2 TANK. BAG IN BOX RACKS POST MIX REVIEWED FOR L - -- _ I CODE CO P I C, 0 CO2 FLOOR PLAN z ST. LUCIE COUNTY 1/4" = 1,-0„ p I BOCC N fJ o Q Z W � cV IUJ N N o �i- Y. Q U W C7 NOTE: REFERENCE A2.2 FOR WALL I,/ FINISH AND SUBSTRATE TYPES. I \ ROOF 1 17SCHEDULED CEILING I rL_-METAL STUD FRAMING r PER WAIL TAG BELOW OSUBSTRATE PER PLAN - MTL STUD FRAMING EXTERIOR OR TENANT WALL \ N \ B.O. CEILING SCHEDULED CEILING -METAL STUD FRAMING PER WALL TAG BELOW -SUBSTRATE PER PLAN EXTE -MTL STUD FRAMING OR T WAL DECK B.O. CEILING SCHEDULED CEILING METAL TOP TRACK METAL STUD FRAMING CO PER WALL TAG BELOW FRE SUBSTRATE PER PLAN 3-5/8"MTL STUD FRA R NT MTL STUD FRAMING kA7rAC�HED T INSULATION SUBSTRATE- SOUND BATTINSULATIONOM ONLY RESTROOM ONLY PER PLAN A7.0 14 A7.0 METALSTUDTRACK ATTACHED W/ FASTENERSDTRACK METAL STUD TRACK 24" O. . MAX.W/ FASTENERS ATTACHED W/ FASTENERS AX. 24" . MAX. 0 3-518" MTL. STUDS TOP OF CONC 8" MTL STUDS 03-5/8"MTL. STUDS 03-5/8"MTL. STUDS A.6 O WALL TYPES 1 DECK GENERAL NOTES R ROOF DECK a FRAMING MTL STUD 1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS. IN THE EVENT OF A2.0 PER OMISSION OF NECESSARY DIMENSIONS THE CONTRACTORS SHALL SLOPE 1/ PARTITION NOTIFY THE CONSTRUCTION PROJECT MANAGER. PERFOOT TYPE 4A p• ATA 8" STUCCO 2. GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS, AND BANDING SITE GRADES PRIOR TO START OF WORK. B.O. CEILING 5/8" STUCCO 3. VERIFY SIZE,LOCATION; AND CHARACTERISTICS, OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY OWNER OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION SCHEDULED CEILING METAL TOP METAL STUD FRAME .PERTAINING TO SAME IS BEGUN. METALSTUD FRAMING 4. ALL EXTERIOR WALL DIMENSIONS ON THE PLANS UNLESS OTHERWISE PER WALL TAG BELOW BOTTOM NOTED ARE TO OUTSIDE FACE OF CMU BLOCK OR STRUCTURAL SUBSTRATE PER PLAN TRACK PER SHEATHING. PLANS �•: - 5. 2" AIRSPACE BETWEEN COOLER WALL AND BUILDING WALL, OR ANY ExtoRloR PREFABRICATED MTL STUD FRAMING r ' '' EQUIPMENT ADJACENT TO COOLER. WALK-IN COOLER SUPPLIED BY TENANT COOLER WALL ..' - .,:i COOLER WALL FREEZER SOUND BATT INSULATION I + ' 7-ELEVEN, INC, INSTALLATION TO BE DETERMINED BY CONSTRUCTION SUBSTRATE 0 RESTROOM ONLY PER PLAN PROJECT MANAGER. 14 14 . �� 6. CONTRACTOR TO PROVIDE AND INSTALL WALL BACKING FOR WALL e nzoHUNG FIXTURES AND TOILET ACCESSORIES. METAL STUD TRACK .•.•�.. •�' '}•''� ATTACHED W/ FASTENERS • •A• '�'• ° �'' `: .' 7. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE A C. MAX. y .. �...•:.• ;OOLER/FREEZER WALL O TOPOFcoec ' TREATED, MOISTURE RESISTANT WOOD. 4GAINST WALL E COOLER/ FREEZER WALL GOB"MTL. STUDS 8. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED: 5.0 L.B.F. FRAMING ELEVATION VIEW FOR INTERIOR DOORS. 3/4" = 1'-0" 9. ALL DOORS SHALL BE KEYLESS IN DIRECTION OF EGRESS. 1 10, FIRE EXTINGUISHER: #10 CLASS ABC WITH UL RATING 4A-60BC. A3.1 SURFACE MOUNTM ED ON WALL WITH MANUFACTURERS ALL STEEL 2 WALL BRACKET. JL INDUSTRIES INC. (COSMIC 10E) OR APPROVED EQUAL WITH INSPECTION TAG AS REQUIRED BY LOCAL CODES. 59'-8" 3'-4" 14'4" 11. CONTRACTOR TO INSTALL COAT HOOKS FOR EMPLOYEES. REFERENCE 3 SHEET EF1 ITEM 220- INSTALL 2 IN OFFICE AND 31N BACKROOM. D 6 3 6 - - - _ - _ _ _ _ - _._._ - - LOCATION TO BE DETERMINED BY CONSTRUCTION PROJECT MANAGER. g4,0,1 101 A4.0 6 SEE DOOR HARDWARE SCHEDULES. --- - Z - -- - ----- - A 12. APPLY 3M SUN CONTROL WINDOW FILMS @ ALL SOUTH, EAST, AND WEST FACING GLASS (3M-1). NOTE NO FILM SHOULD BE APPLIED TO THE ICE D9 E ■' STOREFRONT DOORS. (REFERENCE SHEET A6.1 FOR MATERIALS o D FREEZER 3 3 3 1 106 B io 108 M C B I SCHEDULE), 12 0„ 3' 8° 5'-10' 13 35'-4• M 8'-3" A7.0 13. G.C. TO FURNISH AND INSTALL RIS BACKBOARD AT ISP DESK. 1 A ' REFERENCE MATERIALS SCHEDULE ON SHEET A6.1. r - - - - - - KEYNOTES - E WOMEN - A 106 i I PRE -FABRICATED COOLER WALLS, CEILING, DOORS AND RACKS. MAINTAIN 2" AIR SPACE BETWEEN COOLER AND ADJACENT WALLS PER MANUFACTURES SPECIFICATIONS. CONTRACTOR TO FIELD VERIFY I II E 105 ( 1 DIMENSIONS WITH PROJECT MANAGER. I I BEER -1-077 j O r A2.1 2 MOP SINK; REFERENCE PLUMBING. II D c i A I Ij 2'-6Y2" 1 B I PROVIDE SPACE FOR RECESSED BOX IN WALL FOR CO2 LINES AND PVC if A A,6 i I ❑3 CONDUIT FOR POST MIX AND SLURPEE MACHINES. I I 1 E I M0EN 5 o G i i ® ELECTRICAL PANELS; REFERENCE ELECTRICAL SHEETS. I) A 4T-6" 2 1 2 I i ❑5 NOT USED I( I © DOWNSPOUT; REFERENCE ELEVATIONS SHEET All I I A Aa:o I WALL LEGEND II MERCHANDISE A 4 I" I 2 METAL STUD WALL COOLER WALL A3.0 I Ij COOLER I IIlI'iI�IlI, COOLERAULT � A-----A-� - --- Fl CMU WALLO813. ----------- BACKROOM 104 it 4 I i� A4.0 I c I I cA it I D SALES A DI T-3" T-s' 3' 0" 2 103 A - - A4.0.1 A 2 I 13 7.0 SIM A5 7 0 9OFFICE , 2 Q 1I SIM B SIM A7.0 SIM SIM B SIM 103 O I i 1 I. 101 B I I �O 3 4 A4.0 I O A2.0 A2.0 I 4, „ 13 4" 4,A" 16,$„ 11,4" 77'-4 I ' I I o I I -- - - - - - - - - - - - - - m- I 1�1'-4- 2'_0�1'-4" 12'-0„ - 1,4" Z-0" 1,-4, I7-0jr-4" 12'-0„ 1,�" Z-0. 1,-4„ I --t------------- 4_� I ----- 6'-0" 0 KNEEWALL BELOW MEN ED EC CODE COM LIA CL g ST. LUCIE COUNTY BOCC -MTL STUD - FRAMING PER fi PARTITION e TYPE fi - WRAP END OF PARTITION IN BREAK METAL TO MATCH STOREFRONT FINISH R FRAMING PLAN VIEW 3/4" = 1'-0" V/ N 0 N z w Oo z O omrn T M a 1ULL ' w W J z� a WHO Z ��a W Uma 0 U LL LL1 CN) 1..1� LLB N O LL z 5 CD �. LLI z u- Y oP3 Lou Lu m z W11crW J W woo & ��LL a LLI Of Q _® orf LLI z Q U " LL Lu z w w w w x 0 N O 0 Z O m co co w Of LU w � N N N Z W N N W p U LU Z 2 w a o o c=i . KEY NOTE DETAILS (NOT ALL ACCES ORIES MAY BE USED. REFER TO ENLARGED RESTROOM PLAN FOR LOCATION) BABY SOAP ELECTRIC HAND STATION CHANGING ❑2 D SPENSER RECESS KIT DRYER DRYER W/ IC HAND MIRROR LAVATORY ❑7 HOSE BIBB ® DISPLET ENSER a 18" VERTICAL / 10 36 GRAB BAR 11 COAT HOOK 12 FAUCET SENSOR 13 URINAL GRAB BAR CL 54„ MIN 36" MIN 6" 42"MIN C12" 24"MIN 2" 13"MIN MAX MAX 2r 6" 0 40,• _ ° 1 3" 1 3" FFF- o ° w " ° �o a LJO� vo M p' ¢ d Z. �a ga V ¢ Q " °� Z $ _ _coo C ®.. �,o,�> y�LL� R.. �Zo>`" i� `2 M. a R OJ ¢ O N M i+f F M M W co _ (V N th N f" V 7 �� M f`. M 24" MIN T 9 16"-18" -TO TOP OF GRIPPING SURFACE "TO TOP OF GRIPPING SURFACE NOTES 14 PAPER TOWEL DISPENSER FOR REFERENCE ONLY - FOLLOW ALL LOCAL JURISDICTION CODES H z NOTE: ALL COMPONENTS AND CONNECTIONS FOR MOTION SENSOR FAUCET MUST FIT WITHIN LAVATORY PROTECTIVE ENCLOSURE. CONTACT THE CONSTRUCTION MANAGER WITH ANY ISSUES PRIOR TO ROUGH -IN AND FINAL INSTALLATION. NOTES ' PARTITION AS 12 INDICATED ON PARTITION AS A2.1 FLOOR PLAN INDICATED ON FLOOR PLAN FLOOR MTD. LAVATORY 11SOAP MIRROR ❑5 SUPPORT, MODEL ZURN A2.1 Z1231. ANCHOR PER DISPENSER MANUFACTURERS 42" FLOCK MTD. LAV TDRY SPECIFICATIONS SUPPORT, REF DETAIL 8 FLOOR MTD. LAVATORY q221 SUPPORT LEVELING SCREW BEYOND 0 0 o o 1". LAVATORY 6❑ LAVATORY MODE - - BRENHAM K-1997 CONTROL MODULE --LOCKING DEVICE ALIGNMENT ADJUSTMENT TRUSS OUTLINE OF DRAIN OUTLET SCREWS MUST ADA KNEE X BE LOCATED AT CLEARANCE TMV c2 BOTTOM AS ----LAVATORY (REF. PLUMBING) w N SHOWN PROTECTIVE Z a WATER INLET ENCLOSURE REF. M PLUMBING SHEETS N LAVATORY PROTECTIVE 18-5/i6" 7" ENCLOSURE - Z Ct OUTLET REF: 5%" MAX ELECTRICAL 1/E1.0 12 8" MIN HOSE BIBB @ 24"AFF� 17" MIN LAVATORY SADDLE DETAIL (TYP) LAVATORY SECTION (TYP) LAVATORY ELEVATION (TYP) 1 1" = V-0" REFERENCE PLUMBING &ELECTRICAL SHEETS 1" = V-0" REFERENCE PLUMBING &ELECTRIC L SHEETS *"=V-0" REFERENCE PLUMBING &ELECTRICAL SHEETS REF.PLAN SHEET A2.0 REF. PLAN REF. PLAN 5 16X24 TILE WITH SHEET A2.0 SHEET A2.0 50% OFFSET 16X24 TILE WITH 16X24 TILE WITH 50% OFFSET 50% OFFSET w J w T_1 T 1 w T_1 0 0 U _ CG 2 14 _ CD 14 U)17 2 I Z_ W _ Z_ W 0co I LL= u w rn P-35 O LL O. OO w ! w w 105 6 6 6 7 2 13 B_2 10 ww 10 B2 B2 8 9 A2.1 OMENS RESTROOM ELEVATION �MENS RESTROOM ELEVATION 6 - _ __ WOMENS RESTROOM ELEVATION 1, 1/4" = P-0" 1/4" = _011 REF. PLAN REF. PLAN SHEET A2 0 ■ u SHEET A2.0 16X24 TILE WITH 16X24 TILE IT CG-2 CG' 50% OFFSE 50% OFFSET Ell 5 3 w 0 T1 w S 14 N m � lO ZW ii. W 2 o`� � 8 6 a F w W 2 B-2 B-2 1 2 7 6 A2.1 10 A2.1 ELEVATION O WOMENS RESTROOMLETION WOMENS RESTROO ELEVATION 2 WOMENS RESTROOM ELEVATION 1/4„ = 1 ,_0„ -__ O1/4"=V-0' ENLARGED RESTROOM PLAN 1 /2" = V-0' -- vrt v ncrtvvix �.w�nuVRCu AV AJ I V YKV I tG I HCiAINS 1 GVN TP.GT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS, 9. FILLET GROUT LINES ARE TO BE USED AT WALL AND CEILING LOCATIONS WHERE THE TILE MEETS DRYWALL. MAXIMUM THICKNESS OF Y4". 10. SCRANTON PRODUCTS ALUMINUM TOILET PARTITIONS OR SIMILAR. ALL STANDARD HARDWARE COLLECTION (INCLUDING HINGES, BRACKETS, ETC.) TO BE STAINLESS STEEL. TRADITIONAL COLOR COLLECTION SHALE OR SIMILAR. HEIGHT OF 66" MINIMUM. REF. PLAN SHEET A2.0 16X24 TILE WITH e 50% OFFSET w J 0 w U z LL O Er w w / 5 2 14 6 9 8 B-2 10 A2 1 1. SHEET A2.0 16X24 TILE WI '■■■■®■' IN ■■ I■■■' IN 9A O MENS RESTROOM ELEVATION OMENS RESTROOM ELEVATION N 00 O -- QCA U M c1 c ' FBI u w N n 3 E s s e 2 �i Q 0- 0 ry F- li �W 0 ry Q J w LLJ W w n �vtit�c`"n ♦ w,,". E y�yy�y�"#yyj r t A"Y 8 a n z L 8 O It 0 N N o o ( 0 U) m w F w 0- go 0 N Z fp H O N W 0 N O OLLI. N FW- r aa rYiA U tWD d a Q o K o 2 O L GENERAL NOTES 1. OSB IS NOT AN APPROVED CONSTRUCTION MATERIAL AND SHALL NOT BE SUBSTITUTED FOR FIRE TREATED PLYWOOD. 2. ALWAYS WATERPROOF DEMISING WALLS IN WET AREAS, INCLUDING BEHIND COOLER/ FREEZER AND BEVERAGE COUNTER. 3. ALL SUBSTRATES ARE TO EXTEND TO DECK, UNLESS NOTED OTHERWISE. 4. PROVIDE FULL HEIGHT CORNER GUARDS AND "T" MOLDING AS REQUIRED AT ALL OUTSIDE CORNERS AND PANEL JOINTS. CORNER GUARDS SHOULD BE FOR MATERIAL FINISH SPECIFIED IN FINISH AND MATERIAL SCHEDULES 5. ALL INTERIOR FACE OF EXTERIOR CMU SIP PANEL WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD FROM FLOOR TO ROOF DECK TO MEET FLAME SPREAD RATING. ATTACHED W/ 1" TYPES' SCREWS @ 8" O.C. ALONG EDGES, @ 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY TO BOTTOM OF ROOF DECK. 6. "ALL SUBSTRATES ARE TO BE APPLIED OVER AND IN ADDITION TO THE WALLBOARD REQUIRED FOR FIRE RATED WALL CONSTRUCTION DESCRIBED ON THIS SHEET." L SIGNAGE SN1 MEN'S RESTROOM (REFERENCE A6.0) SN2 WOMEN'S RESTROOM (REFERENCE A6.0) SN3 EMPLOYEES ONLY SN4 THIS DOOR IS TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. (NOTE: THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND.) SN5 TACTILE EXIT SIGN PER LOCAL AHJ. O WALL SUBSTRATE & WALL FINISH PLAN Z 1/2" MOISTURE RESISTANT — GREEN GYP BD ATTACHED TO METAL r STUDS W 1-1/4" HOT DIPPED GALVANIZED SCREWS @ 8" O.C. T-5 (REF MATERIAL SCHEDULE) ADHERE PER MANUFACTURERS RECOMMENDATIONS B-2 - REF: A6.1 FOR MATERIALS SCHEDULE T-1 (REF MATERIAL SCHEDULE) ADHERE PER MANUFACTURERS RECOMMENDATIONS 1/2" MOISTURE RESISTANT GREEN GYP BD ATTACHED TO METAL STUDS W/ 1-1/4" HOT DIPPED GALVANIZED SCREWS @ 8" O.C. 1/2" GYP. BD. (PAINTED REF INTERIOR ELEVATIONS) ATTACHED W/ 1" TYPE'S' SCREWS @ 8" O.C. ALONG EDGES, @ 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY TO BOTTOM OF ROOF DECK. T-5 (REF MATERIAL SCHEDULE) ADHERE PER MANUFACTURERS RECOMMENDATIONS x J U 1/2" MOISTURE RESISTANT GREEN GYP BD ADHERED TO COOLER VAULT. STAPLE PERIMETER AT 12" O.C. B-2 REF: A6.1 FOR — MATERIALS SCHEDULE 3/4" FIRE TREATED PLYWOOD ATTACHED W/ 1" TYPE'S' SCREWS @ 16" O.C. ALONG EDGES & IN THE FIELD OF THE BOARD. JOINTED ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY TO BOTTOM OF ROOF DECK. t1/2" GYP.BD. (PAINTED REF NTERIOR ELEVATIONS) ATTACHED W/ 1"TYPE'S' SCREWS @ 8" O.C. ALONG EDGES, @ 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY TO BOTTOM OF ROOF DECK. PAINT ABOVE FRP (REF. NTERIOR ELEVATIONS) 1. I I: I' I+. 1 I I' I' I r I = I- U I I U I I; 1 1 I 1 r. FRP-1 (REF MATERIAL SCHEDULE) ADHERE PER MANUFACTURERS RECOMMENDATIONS I I B-1 - REF: A6.1 FOR MATERIALS SCHEDULE I FRPI T-2 (REF MATERIAL SCHEDULE) ADHERE PER MANUFACTURERS RECOMMENDATIONS 1/2" MOISTURE RESISTANT GREEN GYP BD ATTACHED TO METAL STUDS W/ 1-1/4" HOT DIPPED GALVANIZED SCREWS @ 8" O.C. B-2 - REF: A6.1 FOR MATERIALS SCHEDULE 1/2" GYP. BD. (PAINTED REF INTERIOR ELEVATIONS) ATTACHED W/ 1" TYPES' SCREWS @ 8" O.C. ALONG EDGES, @ 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY TO BOTTOM OF ROOF DECK. PAINT ABOVE & AROUND STOREFRONT (REF. INTERIOR ELEVATIONS) P4 - REF: A6.1 FOR MATERIALS SCHEDULE RE'ViEWE[-1 PCODE CMAP' F ST. LUCIE r-c' ., B-1 - REF: A6.1 FOR MATERIALS SCHEDULE 2 OSUBSTRATE & WALL FINISH TYPES , -B" N O d N 0 0 O P-4 � 00 N 0 N ZW 1- 05 Q 0 Orn 0 M Z c•) 1—Q f� J J—j co LL Ogg Lu Wao w z W W LL d Voa U a) U LL Lu U O W N� 1..1� O u- Z LuZLL \1 / .6 V Lu Z LJJ w W Joy Lu I- ' �o Lu Z ti a W I..L W _Z L.L. J �V Lu F— N� VJ w J Q L W Lu x rn if 'srrY SIJc� c" 0 N 0 r 0 z 0 cn cn cn w w m m r= Lu O N ci N Z cNo N w N vYi W U 00l z N w O Cw'J 0 w a a o o c> A2.2 REFLECTED CEILING PLAN SYMBOLS KEYNOTES - RCP 1■ SKYLIGHTS FOUR WAY AIR DIFFUSER ® EXTERIOR WALL PACK REF. ELECTRICAL GYP BOARD CEILING SYRUP LINE 974 SERIES (974R AT F IRE RATED WALLS) ATTACHED TO BOTTOM OF DECK WITH %` WIDE 16 GAUGE GALVANIZED PIPE lil STRAPS AT 4' O.C; REFERENCE INI ERIOR ELEVATIONS. TRANSFER GRILL PAINTED EXPOSED WALK IN COOLER 6" DIA PVC CONDUIT ABOVE CEILINGS FOR SYRUP LINES -ROUTE (2) BUNDLES OF 14 SYRUP LINES PER 6" PVC CONDUIT AS RETURN AIR DIFFUSER EVAPORATOR REQUIRED -SEAL TO WALL FINISH F T PENETRATIONS AND APPLY SPRAY FOAM ON INTERIOR OF CONDUIT AT ENDS TO SEAL STRUCTURE AROUND SYRUP LINES (TYP THROUGHOUT WALLS). LED LIGHT CEILING � FIXTURE � SYRUP LINES TO POSTMIX INSTALL IN PVC CONDUIT TO WALL POCKET BELOW AND SEAL AS REQUIRED. EXIT SIGN EXHAUST REF. ELECTRICAL 4 LED LIGHT F SYRUP LINES TO SLURPEE DISPENSERS INSTALL IN PVC CONDUIT TO WALL POCKET BELOW AND SEAL AS REQUIRED. SECURITY MONITOR FIXTURE W/BUILT IN CAMERA 2'x2" SUSPENDED REF. ELECTRICAL © PAINT CEILING AND STRUCTURE. CEILING GRID (A-1) ® 8' LED LIGHT ❑7 PRE -FINISHED METAL SCUPPER MID DOWNSPOUT TYP. EXTERIOR FIXTURE SECURITY CAMERA REF. ELECTRICAL ® BOTTOM OF SECURITY CAMERA MID MONITOR AT 9'-6" AFF. 2x2 LED EMERGENCY ■ SECURITY CAMERA LIGHT FIXTURE � LIGHT FIXTURE lil LAY IN CEILING ORIGIN POINT. (DIN ENSIONED TO FINISHED WALL SURFACE) REF. ELECTRICAL REF. ELECTRICAL EXTERIOR EMERGENCY 10 PRE -MANUFACTURED INSULATED COOLER VAULT CEILING. BUILDING CEILING ABOVE IS UNFINISHED EXPOSED STRUCTURE. EGRESS LIGHT EMERGENCY LED LIGHT FIXTURE ® 2x2 LED EMERGENCY 11 DIGITAL MENU BOARDS, REF EF-1, k7.2, AND A7.3 FOR MORE DETAILS. LIGHT FIXTURE INTERIOR WALL MOUNT REF. ELECTRICAL REF. ELECTRICAL SPEAKER 12 PROMO SCREEN CENTER BETWEEN POS1 AND POS2. REF EF SHEET, A7.2AND A7.3 FOR MORE DETAILS. AVA MUSIC SYSTEM 13 NOT USED 14 PREFABRICATED ALUMINUM AWNING 2 W-V `t 25,-4„ 24'-0" 2,-8" 7 7 7 7 5 Ell 1411 milli WA BEER CAVE I WOMEN l"imm fla"Rown-Im INN lf®■■11■I®®'■� ►� ® - —�� ®e �II' III � �� � �j� II����� �'■1 it (�� '® I I � I i IQI ..III'.. I I ' � _ ►� L,I �II �� , III ■ ■ � � I�®�i��©®� 1;� 0 i,il � IJI it �, VI �,II■I■1 ��I o I ►I�oI�I - . � - IIell,l o I���I� �� � �� � I'�J'I, III �'I II!�I' ■ � �� �®�0Ali III�I�II Il�lul II1111� ■EAMM NEI �. COOLEREFE 0 ►�DIIP 0; II ' � • � FliolICI III' �IIII'� III ■■■■■■■■I�IIIMEN �� fl) IIII II IJ I� iI�IU �� �ullll� ilol�li i'e��li :I�i 1,1►. MEMO slump�■ 0 � ME I MAJ SEE an ��1 MEMO ME■■■ �I � _ I pll III II � lil�l� MEMO■� �i ■'■N F a s.��` �s�s�s�ss�ss�s�s�s�2 �� ��� ����k� (�I �I� �I �il� �'i� i� �� is� ■ �' I T-11" 1 OREFLECTED CEILING PLAN z 1 1/4" = V-0" 2 GENERAL NOTES 1. ALL WALL PAINT IN THE MERCHANDISE/ SALES AREAS SHALL BE "P-4" UNLESS NOTED OTHERWISE ON THE REFLECTED CEILING PLAN. (REFERENCE SHEET A6.1 FOR MATERIALS SCHEDULE) 2. SYRUP LINE INSTALLATION NOTE: WHERE REQUIRED BY CODE OR AS INDICATED ON PLAN CABLED BUNDLE SYRUP LINES SHALL BE INSTALLED IN PVC CONDUIT (METAL CONDUIT FOR FIR LINES) W/ 45 DEGREE SWEEPS AT CORNER AND "TEE" CONNECTIONS, CONDUIT SHALL BE ATTACHED TO WALL AND UNDERSIDE OF ROOF CONSTRUCTION W/ PIPE STRAPS AS REQUIRED, REFERENCE MANUFACTURE SPECIFICATIONS FOR MINIMUM ALLOWED BENDING RADIUS OF LINES 3. VERIFY NUMBER OF SYRUP LINES TO NUMBER OF SYRUP AND POST MIX MACHINES 4. PROVIDE 30"x30" ACCESS PANEL WHEN EQUIPMENT IS PRESENT ABOVE COOLER VAULT. COORDINATE LOCATION WITH 7-11 CONSTRUCTION MANAGER 5. FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO CONSTRUCTION. CEILING SCHEDULE TYPE DESCRIPTION Cl OPEN TO CEILING STRUCTURE W/EXPOSED TRUSSES C2 GYP BD CEILING. SEE DETAIL 2/A2.3 C3 (A-1) LAY IN ACOUSTICAL CEILING TILE C4 5/8" STUCCO REFERENCE ELECTRICAL FOR LIGHTING PLAN REFERENCE MECHANICAL FOR HVAC LAYOUT 6"COMPASSO SUSPENSION TRIM COMPASSO ELITE CLIP LAY IN CEILING ■CEILING DETAIL 3„ = 1,_U' FASTEN RUNNER TO BOTTOM OF STRUCTURE W/2 #6 TEK SCREWS @ 24" O.C. 17 A7.0 SIM. PAINTED GYP., REFERENCE PAINTING SCHEDULE FINISH PER ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS BULLNOSE TILE EDGE (T5) A.F.F. REF INTERIOR ELEVATIONS ` CLOCK & STRIPE REF EFt AND INTERIOR ELEVATIONS SHEET SUSPENDED GRID SYSTEM CLIP L ROOF STRUCTUI ABOVE BRACE AT MID SI 3-5/8" x 20 GA. BF AT EACH JOIST 3-5/8" x 20 GA. STUDS AT 24" O.i METAL RUNNER CHANNEL COOLER AND FREEZER PANELS BY 7-ELEVEN SECTION @ COOLER WALL ■ 314" = 1'-0" ROOF STRUCTURE ABOVE FASTEN RUNNER TO TOP CORD OF BAR JOIST STEEL BAR JOIST 3-5/8" x 20 GA. STUDS AT 24" O.C. 1/2" PAINTED GYP. BRD. A.F.F. 9, _ 4„ LAY IN CEILING SECTION @ BULKHEAD O3/4" = V-0" METAL STUD WALL 16 GA. CONT. RUNNER TRACK ATTACHED W/ (2) #10 TEK SCREWS AT 24" O.C. 9 m 6" 18 GA. C STUD CEILING JOISTS AT 16" O.C. JT 8 g s 6 C'1 PAINTED 5/8" GYP BD CEILING (MOISTURE RESISTANT AT WET RQ®MS) WALL COVERING AS SCHEDULED REVIEWED FOP, CEILING DETAIL CODE CO LI P,6" . O ST. LUCIE COUNTY BOCC o Q' N O O `d U M �a1 • U � �� ' 0 a Q- 1 w N o �. N zW F- ® o Q ®o m p z m Ur zg _ a W?�FL 0 Z U) 12- w Ug< J a% ij U o LL U W I 0- NN L.J. O LL Z W Z IJi WLU wov Jw a v w LU 1 pOR a z CL (D z LLI LLI uj V W LL i F- L-u w w x m N N 0 o uj N W G1 W M W a ____■ I O N 0 N O Z N W F- O N y C 0 >S>S {{{y�yyOJJJ 0Lu a o U FluxEl FAR 1❑ CRICKET W/ TAPERED INSULATION TYP. 11. CONDENSER, REF MECHANICAL. 2❑ MAPES CANOPY COMES IN 5'-0" SECTIONS AND 24" HANGER ROD HEIGHTS. ALL CUSTOM 12. EMERGENCY LIGHTING REF: ELECTRICAL. CANOPY PER MANUFACTURER. 13. ROOF ACCESS REF: MATERIAL SCHEDULE. 3� SINGLE PLY ROOFING OVER RIGID INSULATION; REF. SHEETA6.1 (MR-1). 14. REFRIGERANT PIPE PORTAL, RE: 4/A2.4. RTU REF MECHANICAL SHEETS. 15. EXHAUST DUCT; REF PLUMBING SHEETS. 6❑ WALKING PAD TO BE A MINIMUM 30" AROUND MECHANICAL UNIT. 16. ALUMINUM RAIN GUTTER. 6❑. SUNOPTICS PRISMATIC SKYLIGHT, 4040 SIGNATURE SERIES, TYP. 17. 4" x 6" ALUMINUM DOWNSPOUT TO SPLASH B IKILOCK BACK -LIT FASCIA SIGN BY OTHERS UNDER SEPARATE PERMIT. WALL PACK LIGHTS REF: ELECTRICAL TYP. 9❑. PLUMBING VENT; REF PLUMBING SHEETS. 10. PRE -FINISHED METAL CAP FLASHING - DARK BRONZE TYP. GENERAL NOTES 1. CONTRACTOR TO RESERVE SPECIFIED MAPES CANOPY UPON BEING AWARDED THE BID TO ENSURE AVAILABILITY AND TIMELY INSTALLATION. SUBSTITUTIONS ARE NOT PERMITTED. NOTE: DETAIL ELIMINATES PITCH POCKETS FOR PIPING PENETRATIONS THROUGH THE ROOF. PITCH POCKET INSTALLATIONS ARE PROHIBITED. ATTACHED TREATED WOOD NAILER TO DECK WITH SUITABLE FASTNER AS REQ'D PER LOCAL AHJ. PROVIDE MIN 2" BETWEEN PIPES AND 4" MIN CLEARANCE FROM PIPE TO TOP OF CURB. INSULATE VOID AS REQ'D TO PREVENT CONDENSATION Li ODETAIL @ PIPE PORTAL 1 1/2" = V-0" NEW MECH. EQUIP. - SEE MECH. DRWGS. LAP FLASHING 2 OVER SIDES MIN. 2". (4 SIDES) NEW MECH. CURB — (TREATED WOOD) SHEET METAL HOOD; COORDIANTE WITH MECH SHEETS FOR REQ'D NUMBER OF LINES SETS AND SIZE OF OPENING REQ'D SHEET METAL OR FLEX TUBE COLLAR. PROVIDE CONT. BEAD OF SEALANT AT COLLAR SHEET MTL FLASHING RECIVER WITH GASKETED FASTENERS Q MIN 18" O.C. AROUND PERIMETER OF PIPE PORTAL; PROVIDE PROPER FASTENING SCHEDULE AS REQ'D PER LOCAL AHJ. REMOVABLE COUNTER FLASHING OVER FASTNERS (off 8" O.C. ROOFING MEMBRANE TO EXTEND MIN OF 2" ABOVE CANT SINGLE PLY ROOFING MEMBRANE OVER LAP FLASHING AS REQ'D PER ROOFING MEMBRANE SPECIFICATIONS THERMAL INSULATION WOOD CANT AS REQ'D TO BRACE CURB ROOF DECK PENETRATIONS ARE TO BE SEALED BY THE G.C. AFTER MECH. EQUIPMENT HAS BEEN INSTALLED. VARIES LL LAP FLASHING OVER EXISTING ROOFING & NEW DUCT, SEE COORDINATE SIZE Wf TERMINATE PER MECH. DRWGS HVAC CONTRACTOR. ROOFING MFR. SPECS. EXHAUST/SUPPLY FAN SECTION A2.4 Scale 1"=V-0" 4" Ilk OUTSIDE DIMENSION CURB SKYLIGHT; REF EF-1 SHEET SCHEDULE X TREATED /OOD BLOCKING 2X TREATED WOOD BLOCKING FOR CURB. CRICKET ON HIGH SIDE. V-11 1/4" ROUGH OPENING 14 GAUGE 1/2" GYP BID = INSULATED (1 1/2" "LIGHT WELL" R9) CURB; PROVIDED BY P� SUNOPTICS, INSTALLED BY G.C. 1/2" PW w/ 3/16" DIA. x 1-1/4" SELF - DRILLING SHEET METAL SCREWS AT SHEET METAL SCREW 6"oc AT TOP & 8d NAILS AT 6"oc NEAR w/ HEX -WASHER HEAD MIDDLE & BOTTOM AS SHOWN AT 6" O.C. TYP. AROUND PERIMETER STEEL BAR JOIST DSKYLIGHT CROSS SECTION 3/4" = 1'-0" (TREATED OOD BLOC] _ V-111/4" ROUGH OPENING 1/2" GYP BID "LIGHT WELL P-0 D2SKYLIGHT SECTION 3/4" = 11-0" T-10 1/4" SKYLIGHT; REF EFA SHEET SCHEDULE 2X TREATED WOOD BLOCKING FOR CURB. 14 GAUGE INSULATED (1 1/2" R9) CURB; PROVIDED BY SUNOPTICS, INSTALLED BY G.C. SHEET METAL SCREW WITH HEX -WASHER HEAD AT 6" O.C. TYP. AROUND PERIMETER STEEL BAR JOIST REViEVi Li FOR CODE COMPLIANCE ST" LUCIE COUNTY BACC F "J V— s Lu U LU o 0 3 LL" E a z wzLL m / ot5 U WWw s v I'I" I QO s O �ZLL 4 5 N O N O O 0 m m C9 w w o: a ~ w � w W cr I a z o ^r w N N z U W w a c o cs Q / n \ LC[- I CLC V/11 IVIV - JVU I I-1 1'-0" O N ( O y� G c V �w o .� O1 O a a� 3 N O N Z LIJ Oc/3 0 Q Z�0') OEM _CnLL CDLLJ LL w a — Lu U .Z w N co W UoQ U a LL s _ LLI s R �CN) L1_ L^u ® k 1 a C7 J w Z LL U a w z ui 0� a w JUa U w LIJF� 1 pO &. s z l- n. e O 0 REVIEWED Fult"i CODE C® PLI P ST. LUCIE CCU"' BOCC rm- 0 U O O N _O Z O N m N lL ct W W d' 4. Z N O O N C Z O N � Z a T.O. TOWER 25'-1" AFF ST-1 T.O. PARAPET FRAMING 19'-8"AFF ST-3 BetaLED WALL PACK EXTERIOR LIGHTS (TYP.) ST-2 FINISH TRANSITION jk T-0" AFF IF ST-1 T.O. FINISH FLOO� LADDERPOR(LP TYPE 1) ROOF ACCESS REF. S O SHEET A8.1 MATERIAL SCHEDULE 1 NICHIHA PANELS TO WRAP INSIDE OF PARAPET WALL T.O. TOWER _ 25'-1" AFF NICHIHA PANELS TO WRAP INSIDE tT OF PARAPET WALL �+ ST-1 J]L.0 24-11" 1 T.O. PARAPET FRAMING 20' - 0" AFF T.O. CMU 18'-8"AFF COMMERCIAL GRADE SCUPPER — & DOWNSPOUT (TYP) STRAP DOWNSPOUT TO WALL AT TOP AND BOTTOM BetaLED WALL PACK EXTERIOR LIGHTS 7-8. ST-2 FINISH TRANSITION _ T-0" AFF ST-D T.O. FINISH FLOOR 0" — R O EAR 1 REAR T ELEVATION ION - WEST 1 �,VVv� �r.mw ov�rvr� SHEETS (TYP) JTO 1 CM rRVVIVC I - AZ-V IV[NIMC IC SPLASH BLOCKS AT EACH DOWNSPOUT 1/4" = 1'-0" 20 GA. PREFINISHED METAL PARAPET CAP - FRIEZE/MEDALLION - LINE OF ROOF - 4' EIFS ARCH TRIM PROFILE 8" FLAT HIGH IMPACT EIFS BANDING - HIGH IMPACT EIFS WATER TABLE REVIEWED F 2 CODE C® LWM-?` ST. LUCIE COUN f Bocc 7 d- m o > 00 QN o � OO g �a C'4 oO - t�O as y al a Lly Cj VJ N z L1J I H OQ Q Z0� O po' g J L 'w J W v Z az W3j OU W `o a UCH U LL LNNd Of w n F- of O LL- z= wZL'L `Y W °8 U Lu z VJ0cit J0 U W�� 1 00 w Z LL a N N 0 0 O rn w g m w w � w w � a O N O Z 0 N N N w w F w All SINGLE PLY MEMBRANE ROOFING I - SYSTEM, RUN UP AND OVER TOP SINGLE PLY MEMBRANE MR-1 ROOFING SYSTEM BASE — FLASHING PER STANDARD MANUFACTURER DETAILS PT WOOD NAILERS RIGID INSULATION, COVER BOARD, ETC. PER ROOFING SYSTEM REQUIREMENTS GALV. MTL. DECK, SEE STRUCTURAL DWGS. 1/4" PER FT SLOPE IN STRUCTURE — EDGE OF DECK ANGLE, — SEE STRUCTURAL DWGS. STRUCTURAL STEEL BAR JOISTS, SEE STRUCTURAL DRAWINGS SEE A2.0, A2.2 AND INTERIOR ELEVATIONS FOR FINISHES 3-5/8" GALV. MTL. STUD FURRING AT 16" O.C. 3-1/2" BATT INSULATION CONC. SLAB ON 10 MIL VAPOR BARRIER ON COMPACTED TERMITE TREATED FILL. SEE STRUCTURAL DWGS. _pE OSECTION a@ STOREFRONT 3/4" = V-0" 3 7.0 — 20 GA. PREFINISHED DARK BRONZE METAL PARAPET CAP TO. CL41J — 5/8" STUCCO ON RIGID WIRE CUT INSULATION 5/8" STUCCO DIR_QCT APPLY TO CMU ST-1 8" CMU JOIST BEARING 14%0" SEE STRUCTURAL DWGS. FOR ALL CELL IN -FILL, KNOCK -OUT BLOCKS, PRE -CAST LINTELS AND REINFORCING, TYP UNTELBEARIN_ G� 9'-0"� WINDOW SYSTEM. FINISH FL 01-0 FOUNDATION 1 FOOTINGS, SEE STRUCTURAL DRAWINGS 20 GA. PREFINISHED DARK BRONZE METAL PARAPET CAP T� 20-0' L T.O. CMU 16T 3 SIM — — A7.0 0 II� !I STANDING SEAM METAL AWNING, G.C. T PROVIDE S&S SHOP DRAWINGS FROM STATE REG. ENGINEER TO THE ARCHITECT FOR REVIEW AND AS NEEDED FOR PERMITTING 7/8" STUCCO ON GALV. MTL. LATH OVER WEATHER BARRIER ON 5/8" CDX ST-1 8" CMU 6" PRE-ENGINEERED GALV. MTL. STUDS AT 16" O.C. SEE STRUCTURAL DRAWINGS 5/8" STUCCO ON RIGID WIRE TINSULATION- CU Q Q Q Q MIN. TYP. SINGLE PLY MEMBRANE ROOFING SYSTEM, RUN UP AND OVERTOP LAP SINGLE PLY MEMBRANE ROOFING AT t4'-(" ABOVE ROOF DECK AS REQUIRED BY ROOFING MANUFACTURER SINGLE PLY MEMBRANE MR-1 ROOFING SYSTEM BASE FLASHING PER STANDARD MANUFACTURER DETAILS PT WOOD NAILERS RIGID INSULATION, COVER BOARD, ETC. PER ROOFING SYSTEM REQUIREMENTS GALV. MTL. DECK, SEE STRUCTURAL DWGS. STRUCTURALSTEELBAR JOISTS, SEE STRUCTURAL DRAWINGS 3-5/8" GALV. MTL. STUD FURRING AT 16" O.C. 3-1/2" BATT INSULATION PRE -FABRICATED COOLER CEILING -- PRE -FABRICATED COOLER WALL Q LIN CONC. SLAB ON 10 MIL VAPOR BARRIER ON COMPACTED TERMITE TREATED FILL. SEE FIN I`�SH FLOOR STRUCTURAL DWGS. `tea-0" FOUNDATION 1 FOOTINGS, SEE STRUCTURAL DRAWINGS OSECTION @ SIDE WALL 2 W4„ = 1,-0„ 20 GA. PREFINISHED DARK BRONZE METAL PARAPET CAP T.O. CMU _ 1Y 9-r 5/8" STUCCO ON RIGID WIRE CUT INSULATION ALUM CONDUCTOR HEAD 5/8" STUCCO DIRECT APPLY TO CMU 8" CMU WALL PRE -FINISHED ALUM — DOWNSPOUT FOUNDATION / OSECTION @ REAR 3 3/4" =1'-0" J SINGLE PLY MEMBRANE ROOFING SYSTEM, RUN UP AND OVER TOP LAP SINGLE PLY MEMBRANE ROOFING AT t4'-0" ABOVE ROOF DECK AS REQUIRED BY ROOFING MANUFACTURER SINGLE PLY MEMBRANE ROOFING SYSTEM BASE FLASHING PER STANDARD MANUFACTURER DETAILS PT WOOD NAILERS RIGID INSULATION, COVER BOARD, ETC. PER ROOFING SYSTEM REQUIREMENTS GALV. MTL. DECK, SEE STRUCTURAL DWGS. 1/4" PER FT SLOPE IN STRUCTURE EDGE OF DECK ANGLE, SEE STRUCTURAL DWGS �STRUCTURAL STEEL BAR JOISTS, SEE STRUCTURAL DRAWINGS — SEE A2.0, A2.2 AND INTERIOR ELEVATIONS FOR FINISHES —3-5/8" GALV. MTL. STUD FURRING AT 16" O.C. 3-1/2" BATT INSULATION CONC. SLAB ON 10 MIL VAPOR BARRIER ON COMPACTED TERMITE TREATED FILL. SEE STRUCTURAL DWGS. REVIEWED FOR CODE COINA LI N �7- ST. LUCIE COUN BOCC w' N � W > ¢N OO V M ON CN w 00 0 o U) N ZLu 0 Z O w 0 cM (F1—� g coLL- V W J _ Z WIC) zLu CD d W QU�U U LL W ) w W Q_ 0 U- 1 z WzLL. off (Uui N z —� o a- t w W R 1— 1 p� 0 ~ALL a z 0 W J w u w w x 1 fAry 1. tr —7*— N N O _U m co w y it W W 0 N 2 <O fV o O N �NN W W N o W K U 0 W a x A4.0 STANDING SEAM METAL ROOF SYSTEM OVER PRE-ENGINEERED METALTRUSSES� PRE -FINISHED 6"X6" ALUMINUM GUTTER 618" STUCCO ON RIGID WIRE CUT INSULATION 5/8" CDX PLYWOOD ON 2 1/2" METAL STUDS 7/8" STUCCO ON GALV. MTL. LATH OVER WEATHER BARRIER ON 5/8" CDX ST-1 6" PRE-ENGINEERED GALV. MTL. STUDS AT 16" O.C. SEE STRUCTURAL DRAWINGS SINGLE PLY MEMBRANE MR-1 ROOFING SYSTEM BASE FLASHING PER STANDARD MANUFACTURER DETAILS PT WOOD NAILERS RIGID INSULATION, COVER BOARD, ETC. PER ROOFING SYSTEM REQUIREMENTS' GALV. MTL DECK, SE STRUCTURAL DWGS. STRUCTURAL STEEL BAR JOISTS, SEE STRUCTURAL DRAWINGS STANDING SEAM METAL ROOF SYSTEM OVER PRE-ENGINEERED METAL TRUSSES PRE -FINISHED 6"X6" ALUMINUM GUTTER } o .100 .1N COOS u jM 01C11 ,� OO u T.O. CM _ U WALL 20'•0" 0 20 GA. PREFINISHED DARK BRONZE SINGLE PLY 3 MEMBRANE ROOFING \\) a METAL PARAPET CAP AZO OPP SYSTEM, RUN UP AND OVER TOP — � N 5/8 5/8" STUCCO ON RIGID T.O. CMU — g�- LAP SINGLE PLY MEMBRANE ROOFING 1�► g^ WIRE CUT INSULATION >> ` I AT t4'-O" ABOVE ROOF 5/8" STUCCO ON RIGID DECK AS REQUIRED W PVC COATED FOAM WIRE CUT INSULATION S BY ROOFING c� BRACKET MANUFACTURER V v� — U SINGLE PLY MEMBRANE ROOFING SYSTEM BASE BACK LIT FASCIA FLASHING PER STANDARD S" SIGNAGE PER SIGNAGE MANUFACTURER DETAILS U CONTRACTOR; UNDER SEPARATE PERMIT: PT WOOD NAILERS RIGID INSULATION, COVER BOARD, ETC. PER ROOFING SYSTEM REQUIREMENTS GALV. MTL. DECK, SEE STRUCTURAL DWGS. s 5/8" STUCCO DIRECT - APPLIED TO 8" CMU 114" PER FT 7/8" STUCCO ON GALV MTL SLOPE IN STRUCTURE LATH OVER WEATHER BARRIER ON 5/8" CDX ON 6" PRE-ENGINEERED GALV MTL e STUDS AT 16" O.C. SHAPE AS t REQ'D TO FORM ARC. SEE JOfST B R J� EA ING �5/8" STUCCO ON GALV MTL ELEV LATH OVER WEATHER - CANOPY PER BARRIER ON 5/8" CDX MANUFACTURE SEDGE OFEE STR ECK ANGLE, STRUCTURAL STEEL BAR JOISTS, SEE STRUCTURAL DRAWINGS 5/8" STUCCO DIRECT SEE A2.0, A2.2 AND APPLIED TO 8" CMU INTERIOR ELEVATIONS FOR FINISHES 3-5/8" GALV. MTL. STUD 3— FURRING AT 16" O.C. 3-1/2" BATT INSULATION 81, 7 AZO � 2 o I STOREFRONT WINDOW SYSTEM. 8 A7.0 EXPANSION CONC. SLAB ON 10 MIL VAPOR JOINT BARRIER ON COMPACTED TERMITE TREATED FILL. SEE STRUCTURAL DWGS. FOUNDATION / FOOTINGS, SEE STRUCTURAL DRAWINGS SECTION @ TOWER 1 O SECTION @ STOREFRONT 3/4" = 11_0„ - EEy E 5/8" STUCCO ON RIGID WIRE CUT INSULATION I zz STRUCTURAL STEEL BAR v JOISTS, SEE STRUCTURAL DRAWINGS s � s w— SEE A2.0, A2.2 AND LIGHT FIXTURE. RE: ¢ a INTERIOR ELEVATIONS ELECTRICAL DWGS o w P FOR FINISHES co w O Q 5/8" STUCCO DIRECT 3-5/8" GALV. MT L. STUD a zz w APPLY TO CMU ST-1 FURRING AT 16" O.C. _ w 3-1/2" BATT INSULATION s U =a �� 0. z O 55 QO _ 8" CMU WALL h w cr Ow QX� CMU PILASTER z" W BEYOND z (9LL 0 U j2 5 �- = w ar > E C) w wz f w w .` tr co.00 LL �' 5/8" STUCCO ON RIGID - z w WIRE CUT INSULATION z O € E CONC. SLAB ON 10 MIL m VAPOR BARRIER ON COMPACTED TERMITE E TREATED FILL. SEE s FINISH FLOOR p� p• STRUCTURAL DWGS. FINISH FLOOR FOUNDATION FOOTINGS, SEE _ STRUCTURAL DRAWINGS s OSECTION @ REAR 3/4„ =1,_a REVIEWED FOR o it 0 0 0 0 CIO m w w w w iml a O N Z � N ¢ o Lu NLu Z o d 0 U CODE CO PLI1 NC° ST. LUCIE COUNT' i1 BOCC4.0.1 43 d" I� I o 00 V �c.,, A B A 2 0 1 1 B A4.0.1 " E_ METAL CAP A4.0 V7 d METAL CAP STANDING S N FLASHING 3 METAL CAP A4.0 FLASHING FLASHING 3 A4.0 SINGLE PLY MEMBRANE SINGLE PLY MEMBRANE ROOFING SYSTEM, RUN T.O..OCMU _ UP AND OVER TOP ROOFING SYSTEM, --T.O. CMU UP AND OVER TOP RUN 1/4" PER FT RIGID INSUL 1 4" PER FT SLOPE IN STRUCTURE STUCCO ON CMU / JOIST BEARING_ _ 701SST BEARING SLOPE IN STRUCTUREI Elm 13-- JOIST BEARING -_-�--\ 13,E 0" - "xZGALV. MTL. DECK STUCCO ON CMU-- BAR JOISTS STUCCO ON CMU BAR JOISTS GYP. BD. ON LT. GA. GYP. BD. ON LT. GA. MTL. STUDS MTL. STUDS BATT INSULATION STOREFRONT SYSTEM BATTINSULAT NON CONC. SLAB ON 10 MIL CONC. SLAB ON 10 MIL VAPOR BARRIER ON VAPOR BARRIER ON COMPACTED TERMITE COMPACTED TERMITE � TOP OF SLAB _ TOP OF SLAB TOP OF SLAB - TREATEDFILLL - TREATED FILL 0, - 0,Y 0„ OBUILDING SECTION 2 BUILDING SECTION 3116" = P-0" :SHH4ING 2 A4.0 METAL CAP FLASHING FRAMING _ 20'Y 0" ° v STUCCO ONON LT. GA. MTL. FRARIGID INSUL DO EC r VARIES W/ SLOPE J STANDING SEAM ° METAL AWNING ' COOLER VALANCE WALL BAR JOISTS (SEE ELSEWHERE FOR ° MORE INFORMATION GALV. MTL. DECK STUCCO ON SHEATHING ON LT. GA. MTL FRAMING ° PRE -FABRICATED CONC. SLAB ON 10 MIL ° COOLER WALL / CEILING VAPOR BARRIER ON COMPACTED TERMITE TREATED FILL _kLTOP OF SLAB v O,T _6 O BUILDING SECTION STANDING SEAM METAL ROOF ALUMINUM GUTTER T METAL CAP FLASHING 1 ° - STANDING SEAM METAL AWNING ° P GYP. BD. S LT: GA. — STUCCO ON SHEATHING MTL. STUDS ON LT. GA. MTL. FRAMING BATT INSULATION ° METAL ROOF C) a a ALUMINUM GUTTER - MU -- — 20'-0" Q STUCCO ON CMU cd _ - 1414'-091.1 BEARING %JOIST L � V� U STOREFRONT SYSTEM 4 mF S a 3 E 5 g I � <JrnU e U `a E � a {y IF t. d y* wk W F N Q i 0 REV IEvIED CR J CODE COMPLIANC ST. LUCIE COUNT`2 A4.1 BOCC i N N 0 0 a) m w h uQl � w w Ofa Z N0 p ppN N NN N N N W U O I i F � O Y O \ U 10 DOOR DISPLAY VAULT INTERIOR ELEVATION - COOLER VAULT 3/8" = T-0" B-2 S B L 'J KEY PLAN ALUMINUM FRAME GLASS DOOR ASSEMBLY, BY OTHER. SEALANT SCHLUTER SCHIENI WALL TILE (T-5, REF MATERIAL SCHEDU PER MANUFACTUR RECOMMENDATION 1/2" MOISTURE RES GREEN GYP BD AD COOLER VAULT. ST PERIMETER AT 12" SCHLUTER DILEX A(B-2) CONCRETE SLAB PREMANUFACTURE COOLER VAULT; UNDER SEPARATE PERMIT TILE/COOLER MERCHANDISE_ DOOR _ OTRANSITION BASE DETAIL 3" = 1'-0" 1/2" MOISTURE RESISTANT GREEN GYP BD ADHERED TO COOLER VAULT. STAPLE PERIMETER AT 12" O.C. PREMANUFACTURED WALL TILE (T-5)(REF A6.1 COOLER VAULT; UNDER MATERIAL SCHEDULE) ADHERE SEPARATE PERMIT PER MANUFACTURERS RECOMMENDATIONS SCHLUTER SCHIENE (TE-1) SEALANT — ALUMINUM FRAME GLASS DOOR ASSEMBLY, BY OTHER. DOOR SEAL, BY OTHER. DOOR FRAME, BY OTHER. LIGHT FIXTURE AT JAMB, BY OTHER. TILE/COOLER MERCHANDISE DOOR OTRANSITION HEAD/JAMB DETAIL 3" = T-0'' o 1111111 ,I,( �Iln it I L li 1 1ml C � fWED FOR CODE COMPLIANCE COUNTY CV V) O N ZW F ® Q 0 o w Z M =LnLL cW J Zry a — 0-O z W n/U)W UmC) U L- LLI U Lu O LL- 1 Z L7 6 LLf z k Y a z J 0' w O_ a U 0 1 0O w 0 N 0 0 O U m u? w w w w a Z!ND N N N W W �O [.) OOi N W O Z 6 W t7 0 CO2 WARINING LIGHT CG 2 TE-3 T-2 T-2 HOT FOODS CG-2 Y OPEN TO BEYOND ■ e r u u ®eeme ® U' U HAND SINK TURBO UC UC DOYON B 2 CHEF FRZR B-2 REF O EN INTERIOR ELEVATION - SALES T-2 T2 CG-2 V NOTE: EQUIPMENT BEYOND AND WALL FINISHES REMOVED FOR CLARITY p P SELF SERVE SELF SERVICE FOOD FOOD PASTRY WARMER WARMER DISPLAY CASE FOOD WARME POS z o #1 REFRIGIRATED ATM `P DISPLAY R H B 2 KICK PLATE WATER TRASH FOUNTAIN COUNTER BEYOND W/ T-1 STACK BOND OINTERIOR ELEVATION SALES 3/8" = 1'-0" x II U !i W II H ��cm �• = CIGARETTE WALL DISPLAY BANANA T-5 POS #2 0 LV 'Y m ALUMINUM FRAME GLASS — DOOR ASSEMBLY, BY OTHER. SEALANT SCHLUTER SCHIENE (TE-1)— WALL TILE (T-5, REF A6.1 MATERIAL SCHEDULE) ADHERE PER MANUFACTURERS RECOMMENDATIONS 1/2" MOISTURE RESISTANT GREEN GYP BD ADHERED TO COOLER VAULT. STAPLE PERIMETER AT 12" O.C. SCHLUTER DILEX AHKA (B-2) CONCRETE PREMANUFACTURED COOLER VAULT; UNDER SEPARATE PERMIT' TILE/COOLER MERCHANDISE DOOR TRANSITION BASE DETAIL , 3„ = 1,_0„ 1/2" MOISTURE RESISTANT GREEN GYP BD ADHERED TO COOLER VAULT. STAPLE PERIMETER AT 12" O.C. PREMANUFACTURED WALL TILE (T-5)(REF A6.1 COOLER VAULT; UNDER MATERIAL SCHEDULE) ADHERE SEPARATE PERMIT PER MANUFACTURERS RECOMMENDATIONS SCHLUTER SCHIENE (TE-1) SEALANT ALUMINUM FRAME GLASS DOOR ASSEMBLY, BY OTHER. DOOR SEAL, BY OTHER. DOOR FRAME, BY OTHER. LIGHT FIXTURE AT JAMB, BY OTHER. TILE/COOLER MERCHANDISE DOOR TRANSITION HEAD/JAMB DETAIL 3„ = 11-0„ e s° R � m o >� �M OO 01 01 A a V"o 00 e� O CO N 0 N ZW F-- Oo Z O 00 rn cM F— g J Ur LU z� w 0 o �`na w VoQ 0 rn U U E 2 i •Ja A U 4t 2 5 Ll n' v B N N is O o O U) � m U 5 W ¢ Ix ~ � a O O N o NN ¢ Z cD N w ~ O O N W lu Q d 0 U KEY P REVIEWED FOR CODE C ST. LUI L TOR TOR OVAULT SHELVING SECTION 1/2" = 11_0° NOT USED NTS TYP. CONDENSATE — LINES TO EVAPORATORS ADJUSTABLE— Fn INTE 1" = 1'-0" VATION- SAFE CC ❑n BEER MULTI -PACKS SINGLE BEER ENERGY SODA/TEA ISOIWATER JUICE COFFEE BULKHEAD; INTERIOR ELEVATION - COOLER VAULT REF DETAIL ON - _ - SHEET A2.3 3/8" = 1'-0" BULLNOSE TILE EDGE SPEAKER FOR MUSIC SYSTEM T-2 SALES COUNTER T-5 CHILI CHEESENACHO 9 A A5.1 A5.1 / \ FREEZER DOORS IT I UC CONDIMENTS SELF SERVE SELF SERVE MW ROLLER ROLLER 7" FILLER PANEL GRILL GRILL if INTERIOR ELEVATION - ISLAND (GRILL SIDE) MERCHANDISE:: 6 MP LOWTB-2 'Z A5.0 3/8„=1,-o,. I NTEF O3/8" = 1'-01, N BEYOND BEYOND SELF -SERVE BEVERAGE GRILL j LID/STRAWS! CONDIMENTS INTERIOR ELEVATION - ISLAND (END) O3/8" = 1'_01. 11 COLD WELL INTERIOR E 3/8" = 1'-01. D (BEV SIDE) SPEAKER FOR MUSIC SYSTEM STACK BOND AT HALL Y rn � o `0 OO QCA U � N 00 s oaa�� �� i cV /� CD VJN Z w ® Q 0 J tl CDLLJ `JZ¢ Wap CD Lu a WUC:,� U w h vJ W O O w LL I wz p Ld_ Wzu- 0 L Od U _ z wom Jpd ,yy/ Il LLI U w 00 ~ w Z ~Zw Lij a w +OFFF ;£ r N O d ! E 0 O U m U) ui w � J R' LLI a O N O N i Z fp U N N vYi z W W p W w MIX BEV _...... ,.IN 8-2 TE-2 REVIEWED1\ LA5EVATION- ST. LUCK COUN BOCC G-1lP-e ' REMOVE CONNECTOR FROM BIB, PEEP 4/P-6 CLEAN COKE CONNECTOR NTH HOT AT DOOR ES : m • • WATER,E CON N CTOR, CONNECT ADAPTOR OR INTO .______-- • PEPSI.CONNECTORTOBIB `j-_.—_ __._.___—_ _.._..__— .___ __ _ -) � d' o FRP-1 FRP-i 3/4" VdDE, i6 GAUGE, GALVANIZED o p �>11 � Q FRP-1 PIPE STRAPS @ 4'-0" O.C. MAX 1 .� REFERENCE MANUFACTURER O O Cri a) (a.) I SPECIFICATION FOR MINIMUM o ALLOWED BENDING RADIUS OF LINES - Q I WALL ^v6 REVENGE I 1 O N J � BLOCKING FLOJET T BIB PUMP MOUNTED TO BIB 1 , I 1 V ~ WATER❑ CENTER OF O ATM J�� ; � cF FILTER BLOCKING �' - O p- rL AT 73" AFF VEEDER I I' ROOT -- PANEL i CWIpIMEM IRMIp 1 103 r 6 I7 77 I A5.2 i i, a 1 ;lip N� I y I o n j 1 1 1 ' ; ; g 9 i; I I ct; - 1 4 l p I 1 P 5 I I 1 V] ®\ ISP DESK g-1 —.— — B-1 g.1 yBIB RACK 3 q 1 9 OINTERIOR ELEVATION — BACKROOM OINTERIOR ELEVATION — BACKROOM INTERIOR ELEVATION — BACKROOM 7 3/8„ = 1'-01,3/8" _ ❑ n 1 3/8" - 11-01, ----- I y �'1 I 1 i� a O �� co, ' 1l,llLpp !. I ' a u 1 5 ��- ® ®--------- o--- ---� 9 1 11 11 1 - 3A1M 8LACHAUi I I 11 KEY PLAN 1 ------------------- - - 1 1 - 1 � 1 1 1 _ GENERAL NOTES 1. REFERENCE SHEET A6.1 FOR ALL FINISH SCHEDULE. PART# 351TF73133 PART# 351TF73G3 PART# 251TF10C4G 02 2. REFERENCE ELECTRICAL SHEETS FOR RECEPTACLESLOCATIONS AND HEIGHTS. b BIB RACK 3X5 INCLINED, TOP BIB RACK 3X5INCLINED, TOP BIB RACK 2X5 INCLINED, TOP 3. ALL COUNTER SHALL BE 34" AFF UNLESS OTHERWISE t PUMP MOUNT, 15 FLOJET PUMP MOUNT, 15 FLOJET PUMP MOUNT, 10 FL OJET NOTED. PUMP PUMP PUMP € g 15 BIB PUMPS W/ CO2 15 BIB PUMPS W/ CO2 PLUMB D PLUMB 10 BIB P MPS E H PUMP MOUNTING SPACE FOR FBD s s 2 s 1 r® 221b ROW 221b ROW 221b ROW' BONUS FOUNTAIN SPARE FLAVOR SYRUP SHELF SYRUP 221b ROW 221b ROW 401b ROW FOUNTAIN FOUNTAIN SLURPEE 532 SYRUP SYRUP SYRUP 533 o $ 401b ROW 401b ROW 401b ROW -- - - - - - FOUNTAIN SLURPEE SLURPEE- F SYRUP SYRUP SYRUP zzfi BLOCKINGFRP-1 CENTER OF o o BLOCKING AT c 401b ROW 401b ROW 73"AFF OI p FOUNTAIN SLURPEE r h SLURPEE SYRUP SYRUP SYRUP DES 401b ROW 401b ROW 401b ROW FOUNTAIN SLURPEE SLURPEE SYRUP SYRUPLl SYRUP 27, li 39' iz f i U) Z O w Ld��// I _ 0 y_ J Lu F- W W OPLANOGRAM E 3/4-0 5 INTERIOR ELEVATION — OFFICE 4 INTERIOR ELEVATION — BACKROOM o ,, ra 15 U •,, 2x6 BLOCKING, CENTER OF 2x6 BLOCKING, CENTER OF AZ0 Al [,� BLOCKING AT 104" AFF BLOCKING AT 90" AFF 2x6 BLOCKING, CENTER OF GI-P8 - -WATER BLOCKING AT 104" AFF a 35 535 G 1 P 8 PS, PIPING PPLY 5534 G-1 534 P-8 , cowoulr 3 ------ - - - - 530 WATER e - - - - HEATER - - - - - - - - -I CG-1 FRP-1 CG-1 TANK — — — — — — 2x6BLOCKiNG, CENTER — — —. — L I. TYP FREEZER FREEZER TYP - - - - - - - - - - - of Blocawc AT 102"AFF o RECEPTACLE FOR I DOOR CHIME HANGERTUBE CG-1 EXTERIOR LIGHT i o o j FOR TRASH \ OVERRIDE BUTTON fRP-1 _ 24"X 36"FIRE d PLWO o RETARDANT RIS IL s - \ U-TECKSACKBOARD _ $p °- REF. SHEET E1.4 FOR .OPEN - j \ WORKSTATION WIRING SWITCH NEW O '� o! m \ ROUTER o E� SINK mq"Ic j FRP-1 � ¢�Q \ PFL s Ea q W MOP G-1 P-8 FRP-1 CG-1 TYP FRP-1 3'-2" 8„ 6, OPEN ro Q e COAT HOOKS E a U 4 U N N 0 0 Z O m w LLI � a II ■ - HA GER r w o -- - -- '---WATER RECEPTACLE WATER INLET _ -- rC FOR 2 DR INLET - _ _ ECOLAB TO BE INSTALLED B-1 ON SIDE ISP DESK B 1 0 RECEPTACLE FOR YoLrnce du LOu1lN TION IN WALL p p N N Z N rn LuO N n D K W wa N W Z o a a o C 2 DR FREEZER FREEZER WALL. COORDINATE WITH ALL 3-7., GRID ACCESSORIES CL REVIEWED ' CODE CO PLC. N!� 3 INTERIOR ELEVATION - BACKROOM INTERIOR ELEVATION - BACKROOM INTERIOR ELEVATION - BACKROC)M p 7", p O'3/8' = V-0" O 3/8" = T_011 0 3/8 ST. LuCIE CoU = 1 0 BOCC; I R a H Z L 0 OW LL SU U� �U w LU g v U O � > C) U �00 oo C6 o �, v z . �� u ago � 0o . a N ^- N N Zw F- O 06 7 Q YQ � Z M SJ M 2WJ v Z LU W o z �/u>w w o Q J U�U U J U- W Wcr- 0 W 1 Z WZLL Y 06C) � W Jew d U w LU 1 Q0 K Z LL a H W J W N N O r 0 Z O cn m m u� w W H tJQil of wl a Q Np N Z tN0 F- o N N W W rn 0 N N W G Z 2i Q Y W W CJ. H Off. 0 U FLOOR FINISH PER PLAN SLOPE 10 PER FT 44p _ d C. d .d •p a p d dd. ° CONCRETE SLAB- 1 PI (1(1R CIKIV I1PTAII fPI�I Icu\ SLOPE 10 PER F a ' a d a . , d ° d d. a CONCRETE CI nnQ nDAM nC:TA[l GENERAL NOTES 1. ALL INTERIOR FINISHES TO BE CLASS 2 OR BETTER. 2. CONTRACTOR TO FLOAT AND SCRAPE FLOOR TO BE LEVEL AND PREPARE FOR NEW SCHEDULED FINISH. FLOOR FINISH PER PLAN 3. CONTRACTOR TO RESERVE SPECIFIED FLOORING AND BASE UPON BEING AWARDED THE BID TO ENSURE AVAILABILITY AND TIMELY —SEALANT SLOPEOPE 1B� INSTALLATION. SUBSTITUTIONS ARE NOT PERMITTED. p •� 4. FLOORS IN WET AREAS TO SLOPE TO DRAINS 1/8" PER FOOT, TYP. c 5. PROVIDE A BEAD OF CAULK AT INTERIOR CONDITIONS PER OWNER d DIRECTION AND PROJECT NEEDS. CAULK IS TO MATCH COLOR OF d ADJACENT MATERIAL. p d a 6. REFERENCE INTERIOR ELEVATIONS FOR WALL FINISHES. d d T REFERENCE SHEET A6.1 FOR BASE TYPES & DETAILS. 8. NOT USED 9. NOT USED ALL EXISTING DIMENSIONS PRIOR TO CONSTRUCTION. EXISTING SANITARY LINE, LOCATION & ON. TRENCH AS REQUIRED. REPAIR CONCRETE FLOOR IL #3 KEYNOTES - FINISH FLOOR PLAN SLAB TO BE GROUND, SEALED, AND POLISHED ICATED ON FINISH PLAN - REF: A6.1 FOR MATERIALS CONTROL JOINTS TO BE PROVIDED IN CONCRETE REF: STRUCTURAL. ) TO BE SET IN FULL BED OF MASTIC. ]DRAIN PER PLAN, REF. DETAILS ON THIS SHEET & )RAWINGS FOR LOCATION. 'ORTION OF RAMP INDICATES DETECTABLE JRMOR TILE TACTILE SURFACE, BRICK RED. SIZE RN SUBJECT TO LOCAL AND STATE REQUIREMENTS IEETS IVIL DRAWINGS FOR EXACT REQUIREMENTS FOR DING AND TACTILE SURFACE LAYOUT - 'DEPTH IS BETWEEN 6'-0" AND 8'-0" IN FRONT OF CURBSTOPS OR BOLLARDS MUST BE PROVIDED SPACE SIDE OF CURB. TYP. ONSTRUCTION JOINTS - SEE SHEET S101. ND D, SEAL AND POLISH CONCRETE GRIND AND SEAL CONCRETE SEAL CONCRETE REVIEWED FOR CODE COMPLIANCE-- ST. LUCIE COUNTY BOCC may. �1 N O �00 00 V M d1 (71 • U � 0 � w w un U N r VN J 0 N ZW H Q I ¢ m 0 o rn Z ch ¢ M _.1 LL l 11W� Z m W o� z n/U)W cco d Um� U LL_ LLI U ry w O LL_ z2 wzLL �Y otSU w z WKW J O n- W LuFr� Zaf I` LL a liar, yJ�1$w CD N CD N _O 1z 0 Z O m m m w w � m F � a N O Z co N w U rn Z 0 0- a a o o U A5.4 O O Z Li Lk"� LIiAJL5l1�J lJl'Il"�Lh,11� SN1SN2 1/4" ACRYLIC BACKPLATE IMF FOAM TAPE 1/32" RAISED GRAPHICS L 1140" RAISED GRADE 2 BRAILLE SN5 It 1/4"ACRYLIC BACKPLATE - RAISED IMAGE/ BRAILLE PATTERN FOAM TAPE 1/32" RAISED GRAPHICS 1/32" RAISED COPY 1/40" RAISED GRADE 2 BRAILLE RESTROOM/EXIT SIGNAGE SPECIFICATIONS 1. LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF OR SIMILAR SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2". PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAMS. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6" MINIMUM IN HEIGHT. 2. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 3. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 48" A.F.F. TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. RESTROOM ORESTROOM /EXIT WALL SIGNAGE & SYMBOLS N.T.S. STOREFRONT SCHEDULE INSULATING GLASS UNIT FRAME O~ O L ir ui ix V w x w z o w w w J H w U. w N w tv w t w z 0 2 K U' O �- O O a O H Q ¢ ¢ ¢ jr m w LLI W ¢ z TYPE p z Q � j 5 ai o U O COMMENTS A 6MM 6MM 1/2" .30 .70 .60 CLEAR CLEAR CLEAR CLEAR X X X EAST FL8787.2 3M FILM I B 6MM 6MM 1/2" .30 .70 .60 CLEAR CLEAR CLEAR CLEAR X X X EAST FL8787.2 3M FILM C 6MM 6MM 1/2" .30 .70 .60 CLEAR CLEAR CLEAR CLEAR X X X EAST. FL8787.2 3M FILM NOTE: REFERENCE MATERIAL SPECIFICATIONS FOR 3M FILM REQUIREMENTS, PRODUCT APPROVAL SCHEDULE AREA MANUFACTURER MODEL# CAT SUBCAT FLORIDA# COMMENTS MAIN KAWNEER IR350 MEDIUM EXT. DOOR OUTSWING FL8786.3 KAWNEER IR501 OR EQUAL 15/e' LARGE MISSILE IMPACT, BUILDING STILE DOORS INSULATED, LOW-E GLAZING PER CODE MINIMUM U-FACTOR .5 & SHGC .25 KAWNEER KAWNEER IR501 STOREFRONT PANEL WALL FL8787.2 KAWNEER 350 SINGLE ACTION OR EQUAL 15/ fi' LARGE MISSILE IMPACT, INSULATED, LOW-E GLAZING PER CODE MINIMUM U-FACTOR .5 & SHGC .25 1 ALUMINUM & GLASS ENTRY DOORS DOOR FRAMES 1/2" = V-0" EXIT SIGN REF 21A6.0 'v 6 7.0 REF. SCHEDULE ALARM DECAL NOTICE 7M�lm E�=U w � 6 A7.0 �\� 8 A7.0 2 0 HOLLOW METAL EXIT DOOR 10'S22" ADA WINDOW w J 0 w x co w U W w w it DOOR SCHEDULE MATERIALS DOOR NOTES DOOR I FRAME w w N Y 0w a w ¢ F 'S o ofg Z Z ¢ DOOR O ¢ O J O D w NUMBERI ROOM NAME 0 = WIDTH HEIGHT 0 ¢ _ ¢ 2 COMMENTS 101A MERCHANDISE 1 1 6'-0" T- 0" 1 3/4" X X TEMPERED GLASS LITES. 1018 MERCHANDISE 2 2 T-0" 7' - 0" 1 3/4" X X 103 OFFICE 4 4 3'-0" T- 0" 1 3/4" X X 104 BACK ROOM 3 3 T-0" T - 0" 1/2" X X MUELLER DOUBLE ACTING DOOR - ITEM #914 ON EF-1 105 MEN 5 5 T-0" T- 0" 1 3/4" X X 106 WOMEN 5 5 T-0" 7' . 0" 1 3/4" X X NOTES 1. DOORS #101A AND #1016 SHALL HAVE EXITING AT ALL TIMES W/O THE USE OF A KEY. 2. REFERENCE DETAIL 12/A7.0 FOR INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE. 3. COAT HOOKS PROVIDED BY 7-11 AND TO BE INSTALLED BY GC. 4. DO NOT INSTALL 3M FILM ON STOREFRONT DOOR IGU. DOOR HARDWARE SCHEDULE - DOOR HARDWARE (EXCLUDING KAWNEER) FURNISHED AND INSTALLED BY GC PAIR 3' - 0" X T- 0" KAWNEER CUSTOM DOORS HARDWARE SET NO. I (ENTRY DOOR) HARDWARE LISTED BELOW IS INCLUDED WITH KAWNEER STOREFRONT AND DOORS ORDER- SEE CONTACT INFORMATION BELOW. 1-1/2 PAIR KAWNEER STANDARD BUTT HINGES (3 PER LEAF) ADAMS-RITE MS 1850A DEADLOCK WITH (2) 1-5/32" (29.4) DIAMETER 5 PIN CYLINDERS. (ACTIVE LEAF) ADAMS-RITE #4085 THREE-POINT LOCK W/ EXIT LOCK INDICATOR & SIGNAGE KAWNEER CO-9 / CP SINGLE ACTING PUSH & PULL HARDWARE, US32D FINISH NORTON 1601 SURFACE CLOSE, WITH BACKCHECK, WITHOUT HOLD OPEN KAWNEER STANDARD 1/2" X 4" MILL FINISH ALUMINUM THRESHOLD HARDWARE SET KAWNEER CONTACT INFO, CONTACT: CHERYL WILKERSON CHERYL.WILKERSON@ARCONIC.COM 317.771.9263 P STOREFRONT CONTRACTOR SHALL CONTACT CHERYL WILKERSON AND REQUEST 7-ELEVEN NATIONAL PRICING. HARDWARE SET NO.2 (REAR EXIT) 1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY 1 EA EXIT DEVICE DETEX ALARM #ECL-230D W/ PANIC HARDWARE 1 EA CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE 1 SET WEATHER STRIP 319CR PEMKO 1 EA. RAIN DRIP 346-C-36" ALUM PEMKO 1 EA. DOOR BOTTOM 216-AV-36" PEMKO 1 EA. THRESHOLD 170-A-36" PEMKO HARDWARE SET NO. 3 (BACKROOM) ITEM #915 ON EF-1 MUELLER DOOR CORPORATION - PROVIDED BY 7-ELEVEN, INSTALLED BY GC HARDWARE SET NO.4 (OFFICE) 1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY 1 EA. LOCK SET W/ 4608L WID212 YALE DEAD BOLT & THUMB LATCH 1 EA. STOP FS13 W/ R14 RISER 26D IVES 2 EA. DOOR VIEWER U-10348 DEFENDER SECURITY 1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE 2 EA. COAT HOOK 8425 ASI PROVIDED BY 7-ELEVEN, INSTALLED BY G.C. HARDWARE SET NO.6 DOOR (RESTROOM) 1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY 1 EA. PRIVACY SET 4602LN YALE 1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE 1 EA. STOP FS13 W/ R14 RISER 26D IVES 1 EA. KICK PLATE 34" X 30" 0.050 BRUSHED STAINLESS STEEL - PUSH SIDE ONLY 1 EA. COAT HOOK 8425 AS] PROVIDED BY 7-ELEVEN, INSTALLED BY G.C. HARDWARE SET NO.6 (ELECTRICAL) 1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY 1 EA. CHAIN STOP HD 1 SET WEATHER STRIP 319CR PEMKO 1 EA. RAIN DRIP 346-C-36" ALUM PEMKO 1 EA. THRESHOLD 170-A-36" PEMKO 1 EA. LOCK SET 8245 LNJ 26D SARGENT 1 EA. LOCK GUARD LGI 32D IVES 16 A7.0 2" REF. SCHEDULE W, 3 4 DOUBLE ACTING HOLLOW METAL BACK ROOM DOOR OFFICE NOTE: HOLLOW METAL DOOR PANEL TO BE 18 GAMIN HOLLOW METAL FRAME TO BE 16 GA MIN, 16 REF. SCHEDULE DOOR - SIGN PEEP HOLE REF AT DOOR 2/A6.0 103 ONLY J v n w U w 8" z MAX w of wof , 16 KICK PLATE 5 HOLLOW METAL RESTROOM Il 11 2" REF. SCHEDULE 2" `v w 0 w x w 6 w z A7.0 iv 6 HOLLOW METAL ELECTRICA'EVIEWED FOi (NOT USEDii,, CODE CO PLAc-4,- ST_ LUCIE COUNTY BOCC v) N 0 cv Zw H OQ omm M Z ch T co . L U) v Z W�O z cn w a W Vo¢ m U U 0 0 0 0 z 0 N m m w lr ¢ h Rw W O N o O N Z O N LU r OLu Z o w Q x a 0 0 0 1 i INTERIOR BUILDING PAINTING SCHEDULE (NOT ALL MATERIALS IN SCHEDULE ARE USED) APPLICATION COLOR SHERWIN PAINT DESCRIPTION REPAINT NEW JURISDICTIONAL REMARKS WILLIAMS # PRIMER CONSTRUCTION EXCEPTIONS PRIMER EXPOSED WALLS ABOVE 10'-0" PEARLY WHITE SW 7009 SOLO SEMI -GLOSS NON SELF PRIMING ON PROMAR 200 ZERO TWO COATS ON BARE DRYWALL FP4 (SALES AREA) &CEILING BLOCKING ENAMEL, A76W51 DRYWALL VOC WALL PRIMER DOOR & FRAME FOR MANAGER'S OFFICE. PORPOISE SW 7047 PRO INDUSTRIAL PRE -CATALYZED EPDXY, DTM BONDING PRIMER B66A50 PROCRYL METAL PRIMER B66W310 FOj2 SCAQMD - PR INDUSTRIAL ZERO VOC SAND, CLEAN, DRY, AND DULL ALKYD AND GLOSSY SURFACE P 5 K46WO0151 SE 1-GLOSS, B666W6OX BULKHEAD AT SALES GECKO SW 6719 PRO INDUSTRIAL PRE -CATALYZED EPDXY, DTM BONDING PRIMER B66A50 PROCRYL METAL PRIMER B66W310 FO PR SCAQMD - INDUSTRIAL ZERO VOC SAND, CLEAN, DRY, AND DULL ALKYD AND GLOSSY SURFACE P 7 K46WO0151 SE 1-GLOSS, B666W6OX MANAGER'S OFFICE WALLS AND CEILING, PEARLY WHITE SW 7009 SOLO SEMI -GLOSS NON SELF PRIMING ON PROCRYL METAL TWO COATS ON BARE DRYWALL p-8 BACKROOM CEILING, TOTE ROOM WALLS AND BLOCKING ENAMEL, A76W51 DRYWALL PRIMER B66W310 CEILINGS, AND RESTROOM CEILINGS FACE OF THE PORPOISE SW 7047 PRO INDUSTRIAL DTM BONDING PROCRYL METAL FORSCAQMD - SAND, CLEAN, DRY, AND DULL DOORS &FRAMES; INTERIOR PRE -CATALYZED' EPDXY, PRIMER B66ASO PRIMER B66W310 PR INDUSTRIAL ZERO VOC ALKYD AND GLOSSY SURFACE' P-35 EXIT DOOR &fRAME. K46WD0151 SEMI -GLOSS, B666W60X EXTERIOR BUILDING PAINTING SCHEDULE (NOT ALL MATERIALS IN SCHEDULE ARE USED) # APPLICATION COLOR SHERWIN PAINT DESCRIPTION REPAINT NEW JIL RISDICTIONAL REMARKS WILLIAMS # PRIMER CONSTRUCTION EXCEPTIONS PRIMER EXTERIOR HARDIE BOARD AESTHETIC SW 7035 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL PRIMER B66W310 F PF R SCAQMD - OINDUSTRIAL ZERO VOC USE B66W310 OVER BARE METAL 666A50 OVER SLICK PREVIOUSLY P-1 WHITE B66W351 PRIMER 866A50 St MI -GLOSS, 8666W6OX PAINTED SURFACES LILY SW 6693 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL F R SCAQMD - USE 666W310 OVER BARE METAL EXTERIOR ACCENTS B66W351 PRIMER 866A50 PRIMER B66W310 P OINDUSTRIAL ZERO VOC B66A50 OVER SLICK PREVIOUSLY P 2 SI MI -GLOSS, B666W60X PAINTED SURFACES EXTERIOR METAL DOORS & FRAMES GATE REGALE BLUE SW 6801 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PRIMER 866A50 PROCRYL METAL PRIMER 666W310 F PF R SCAQMD - OINDUSTRIAL ZERO VOC USE B66W310 OVER BARE METAL B66A50 OVER SLICK PREVIOUSLY P-3 STRUCTURE, TRASH ENCLOSURES, AND ACCENT B66T354 S MI -GLOSS, B666W6OX PAINTED SURFACES BAND AT THE TOP 4" OF TOWERS AS SHOWN IN THE PICTURE INDER'PAINTS' SECTION BOLLARDS IN FRONT OF THE STORE SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL F R SCAQMD - ZERO VOC USE B66W310 OVER BARE METAL B66A50 OVER SLICK PREVIOUSLY B66T354 PRIMER B66A50 PRIMER B66W310 P OINDUSTRIAL P 6 SEMI -GLOSS, B666MOX PAINTED SURFACES SEAL SKIN SW 7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - USE B66W310 OVER BARE METAL PIPING, ROOF CAPS B66T354 PRIMER B66A50 PRIMER B66W310 PROINDUSTRIAL ZERO VOC B66A50 OVER SLICK PREVIOUSLY P 9 SLMI-GLOSS, B666W60X PAINTED SURFACES MATCH EXISTING SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - USE B66W310 OVER BARE METAL MANSARD B66W351 PRIMER B66A50 PRIMER B66W310 PROINDUSTRIAL ZERO VOC B66A50 OVER SLICK PREVIOUSLY P 10 SEMI -GLOSS, B666W6OX PAINTED SURFACES DOCK HAZE GRAY B65A220 & ARMORSEAL HS DTM BONDING AMORSEAL 1000HS 1 PT PER HIGH SOLIDS POLYURETHANE 10P WITH A PRIME WITH A PRIM REQUIRES MIXING OF PART A&B BEFORE APPLICATION. FOLLOW P-11 B65V220 POLYURETHANE PRIMER B66A50 REDUCED GAL COAT OF MACROPXY 646-100 ALL MIXING INSTRUCTIONS PARKING LOT TRAFFIC MARKING WHITE B97WD2434 PROPARK PREMIUM P-12 WATERBASED TRAFFIC PAINT PARKING LOT TRAFFIC MARKING YELLOW B97YD2467 PROPARK PREMIUM P-13 WATERBASED TRAFFIC PAINT PARKING LOT TRAFFIC MARKING RED B97RD2012 OPARK PREMIUM WATERBASED P 14 TRAFFIC PAINT PARKING LOT TRAFFIC MARKING BLUE B97LD2022 PROPARK PREMIUM P-15 WATERBASED TRAFFIC PAINT PARKING LOT TRAFFIC MARKING BLACK B97BD2021 PROPARK PREMIUM P-16 WATERBASED TRAFFIC PAINT UNDERSIDE OF GAS CANOPY DECK WHITE SW 7006 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PRIMER, B66A50 DTM BONDING PRIMER, B66A50 F PROINDUSTRIAL R SCAQMD - ZERO VOC P 17 B66W351 S MI -GLOSS, B666W6OX SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - USE B66N310 OVER BARE METAL, CANOPY COLUMNS B66T354 PRIMER, B66A50 PRIMER B66W310 PROINDUSTRIAL ZERO VOC 666A50 OVER SLICK PREVIOUSLY P-18 SEMI -GLOSS, B666W6OX PAINTED SURFACES BOLLARDS IN FUELING AREA SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL PRIMER B66W310 FOR P�OINDUSTRIAL SCAQMD - ZERO VOC USE B66N310 OVER BARE METAL, B66A50 OVER SLICK PREVIOUSLY P-19 866T354 PRIMER, B66A50 SEMI -GLOSS, B666W6OX PAINTED SURFACES FUEL ISLAND CURBS SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PRIMER, 866A50 PROCRYL METAL PRIMER B66W310 FOR P SCAQMD - OINDUSTRIAL ZERO VOC USE B66N310 OVER BARE METAL, B66A50 OVER SLICK PREVIOUSLY P 20 B66T354 SEMI -GLOSS, B666W60X PAINTED SURFACES YARD LIGHT POLES SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL F P R SCAQMD - OINDUSTRIAL ZERO VOC USE B66N310 OVER BARE METAL, B66A50 OVER SLICK PREVIOUSLY B66T354 PRIMER, B66A50 PRIMER B66W310 P 21 S MI -GLOSS, B666W6OX PAINTED SURFACES VENT PIPE EXTRA WHITE SW 7006 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL F R SCAQMD - B66W351 PRIMER, B66A50 PRIMER B66W310 P OINDUSTRIAL ZERO VOC P 22 S MI -GLOSS, B666W60X VENT RACK DO NOT PAINT REGULAR GAS FILL LID EXTRA WHITE SW 7009 SHERCRYL HPA SEMI -GLOSS; PROCRYL METAL PROCRYL METAL FOR SCAQMD - ZERO VOC FIBRELITE LIDS SHOULD NOT BE PAINTED B66W351 PRIMER B66W310 PRIMER B66W310 PROINDUSTRIAL P 23 SEMI -GLOSS, B666W60X REGULAR GAS MANHOLE CROSS TRICORN BLACK SW6258 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PRIMER B66W310 PROCRYL METAL PRIMER B66W310 FOR PROINDUSTRIAL SCAQMD - ZERO VOC P 24 B66T354 EMI -GLOSS, B666W6OX MID GRADE GAS FILL LID SAFETY BLUE B71T454 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PRIMER B66W310 PROCRYL METAL PRIMER B66W31O F P;ROINDUSTRIAL R SCAQMD - ZERO VOC P 25 B66T354 EMI -GLOSS, B666W6OX MID GRADE GAS MANHOLE CROSS EXTRA WHITE SW 7009 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PRIMER B66W310 PROCRYL METAL PRIMER B66W310 F PROINDUSTRIAL R SCAQMD - ZERO VOC P 26 B66W351 EMI -GLOSS, B666W6OX PREMIUM GAS FILL LID SAFETY RED B71T454 SHERCRYL HPA GLOSS, PROCRYL METAL PRIMER B66W310 PROCRYL METAL PRIMER B66W310 F R SCAQMD - ROINDUSTRIAL ZERO VOC P 27 B66R300 EMI -GLOSS, B666W6OX PREMIUM GAS MANHOLE CROSS EXTRA WHITE SW 7009 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PRIMER B66W310 PROCRYL METAL PRIMER B66W310 IR SCAQMD - ROINDUSTRIAL ZERO VOC - P 28 B66W351 EMI -GLOSS, B666W6OX - DIESEL FILL LID SAFETY YELLOW B7lW45X SHERCRYL HPA GLOSS, PROCRYL METAL PRIMER B66W310 PROCRYL METAL PRIMER B66W310 OR SCAQMD - ROINDUSTRIAL ZERO VOC P 29 B66R300 EMI -GLOSS, B666W60X KEROSENE FILL LID API B71T454 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PRIMER B66W310 PROCRYL METAL PRIMER B66W310 FOR OROINDUSTRIAL SCAQMD - ZERO VOC P-30 OLIVE/BROWN B66T354 SEMI -GLOSS, B666W6OX E-85 FILL LID API B71T454 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - OLIVEJBROWN B66T354 PRIMER B66W310 PRIMER B66W310 PROINDUSTRIAL ZERO VOC P-32 SEMI -GLOSS, B666W6OX VAPOR RECOVERY MANHOLE LID SAFETY ORANGE B71T454 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PRIMER B66W310 PROCRYL METAL PRIMER B66W310 FOR PROINDUSTRIAL SCAQMD - ZERO VOC P-33 B66T354 OEM[ -GLOSS, B666W6OX ALL OTHER MANHOLES TRICORN BLACK SW 6258 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PRIMER B66W310 PROCRYL METAL PRIMER B66W310 FOR PROINDUSTRIAL SCAQMD - ZERO VOC P-34 B66T354 EMI -GLOSS, B666W6OX ALL PAINT IS GC PROVIDED. CONTACT A SHERWIN WILLIAMS STORE OR 1-888-621-6622 OR www.mys-w.co . 7-ELEVEN PARENT JOB CODE IS 8329. CONTACT PAT BRSCH 214-587-3057 / pat.t.busch@sherwin.com OR KEVIN BEHM 216-566-1558 / kevin.c.behm@shenwn com EXTERIOR MATERIALS SCHEDULE (NOT ALL MATERIALS IN SCHEDULE ARE USED) NO. MATERIAL MANUF: COLOR MR-1 MEMBRANE ROOFING DUROLAST - WHITE P-3 EXTERIOR HM DOORS, SHERWIN WILLIAMS - FRAMES, TRASH SEAL SKIN SW 7675 ENCLOSURE GATE, GRAVEL GUARDS, AND LIGHT POLES P-6 EXTERIOR BOLLARDS SHERWIN WILLIAMS - SEAL SKIN SW 7675 ST-1 STUCCO SHERWIN WILLIAMS - BALANCED BEIGE SW 7037 ST-2 STUCCO SHERWIN WILLIAMS - AESTHETIC WHITE SW 7035 ST-3 STUCCO SHERWIN WILLIAMS - SW 7005 P-36 CAP FLASHING, SHERWIN WILLIAMS - PURE WHITE SCUPPERS AND SW7005 DOWNSPOUTS, FASCIA TERIM V-1 VEENER STONE EQUAL TO CORAL STONE BY CULTURES STONE -FOSSIL REEF SSR-1 STANDING SEAM METAL ROOFING INTERIOR MATERIALS SCHEDULE (NOT ALL MATERIALS IN SCHEDULE ARE USED) MATERIAL MANUF: COLOR LAYIN USG - 2'X 2'VINYL FACED P LAYIN USG - 2'X 2'CLEAN ROOM VINYL BASE ROPPE-BLACK / BROWN TILE BASE SCHLUTER - DILEX- AHKA TILE BASE SCHLUTER - DILEX- AHKA B-4 TILE BASE INTERCERAMIC - IC BRITES / ULTRA WHITE -1 CORNER GUARD MARLITE- P-100 (WHITE) CG-2 CORNER GUARD SCHLUTER - BRUSHED STAINLESS STEEL FRP-1 MARLITE'FRP' P-100 SMOOTH GLOSS, PEBBLE FINISH -WHITE INTERIOR MATERIALS SCHEDULE (CONT) (NOT ALL MATERIALS IN SCHEDULE ARE USED) NO. MATERIAL MANUF.-COLOR G-1 GYP BOARD USG SC-1 SEALED CONCRETE GRIND, SEAL & POLISH CONCRETE- SALT & PEPPER FINISH SC-2 SEALED CONCRETE GRIND &SEAL CONCRETE SC-3 SEALED CONCRETE SEAL CONCRETE T-1 16x24 CERAMIC TILE INTERCERAMIC - BOSTON / BEIGE T-2 13z13 CERAMIC TILE INTERCERAMIC - BOSTON /BEIGE T-3 116x24 CERAMIC TILE INTERCERAMIC - BOSTON / LIGHT GRAY T-5 3x6 CERAMIC TILE INTERCERAMIC - IC BRITES / ULTRA WHITE T-6 13xl3 CERAMIC TILE INTERCERAMIC - BOSTON / BEIGE T-7 16z24 CERAMIC TILE INTERCERAMIC - BOSTON / LIGHT GRAY TEA TILE EDGE SCHLUTER - EB BRUSH SS REF: SPECS TE-2 TILE EDGE SCHLUTER - EB BRUSH SS REF: SPECS TE-3 TILE EDGE SCHLUTER - EB BRUSH SS REF: SPECS VCT-1 I VINYL COMP. TILE ARMSTRONG - SANDRIFT WHITE CERAMIC TILE 1. TILE: INTERCERAMIC T-1--16x24 CERAMIC, HABITAT DURABODY, SMOKE - PATTERN`. 113 RUNNING BOND - GROUT LINE: 3/16" - THINSET: VERSABOND GRAY THINSET, 50/LB BAG - GROUT: POLYBLEND SANDED GROUT, #183 CHATEAU, 25/LB BAG T-2 - 7X36 CERAMIC, SUNWOOD PRO DURABODY, LEGEND BEIGE - PATTERN: RUNNING BOND - GROUNT LINE: 3/16" - THINSET: VERSABOND GRAY THINSET, 50/LB BAG - GROUT: POLYBLEND SANDED GROUT, #183 CHATEAU, 25/LB BAG T-3 -- (ALTERNATE FLOORING) 16x24 CERAMIC, BOSTON LIGHT GRAY (ORDERED BY SQUARE FOOT) - PATTERN: 113 RUNNING BOND - GROUT LINE: 3/16" - THINSET: VERSABOND GRAY THINSET, 50/LB BAG GROUT: POLYBLEND SANDED GROUT, NEW TAUPE, #540 TRUFFLE, 25/LB BAG T-5 -- 3x6 COLOR BODY CERAMIC, IC BRITES I ULTRA WHITE - PATTERN: RUNNING BOND - GROUT LINE`. 1/8" - THINSET: VERSABOND WHITE THINSET, 50/LB BAG - GROUT: POLYBLEND DRY GROUT UNSANDED, WHITE, 25/LB BAG - PROVIDE BULLNOSE TILE EDGE AS SPECIFIED ON ELEVATIONS. 2. CLEANING PRODUCTS FILA-DETERDEK 5 LITER (INITIAL CLEANING BY GC) 3. FLOOR LEVELING COMPOUND: HYDROMENT/ BOSTIK SL150, SELF LEVELING BOSTIK UNIVERSAL PRIMER (USED WITH SL 150) ALL PRE -PACKAGED THIN SET MORTAR IS FORMULATED TO MEET THE INDUSTRY REQUIREMENTS OF ANSI AND TCNA TO PROPERLY PERFORM IN SPECIFIC TYPES OF INSTALLATION. BLENDING OF STANDARD THIN SET MORTAR WITH RAPID SETTING MORTAR WILL AFFECT SHRINKAGE AND ULTIMATE STRENGTH OF THE MORTAR. CUSTOM BUILDING PRODUCTS WILL NOT WARRANT JOBS WHERE THIN SET MORTARS HAVE BEEN MODIFIED WITH UNAUTHORIZED MATERIALS; WHICH INCLUDES BLEND WITH OTHER CUSTOM BUILDING PRODUCTS THIN SET MORTARS. TILES TO BE BACK BUTTERED VINYL TILE FLOORING (ALTERNATE FLOORING) 1. VCT-1 -- TYPE 1 - VINYL COMPOSITION TILE ARMSTRONG "EXCELON" - COLOR: #51858 SANDRIFT WHITE 2. INSTALLATION: VCT IS HIGHLY POROUS. THIS POROSITY IS NECESSARY TO ACHIEVE COMPLETE CURING. ONLY DRY MOPPING W/ CLEAR WATER IS ACCEPTABLE FOR THE FIRST FOUR DAYS AFTER INSTALLATION. 3. SEALING: TO SEAL AND PROTECT, A MINIMUM OF 5-7 WAX COATS ARE REQUIRED OVER 48 HOURS. 4. CLEANING: ONLY NEUTRAL FLOOR CLEANERS W/ A DILUTED PH OF 6.5 -7.5 WILL NOT DAMAGE THE FINISH OR COMPOSITION OF THE TILE. SEALED CONCRETE SLAB "SALT &PEPPER" FINISH. REFERENCE SPECIFICATIONS SECTIONS 033000 CAST -IN -PLACE CONCRETE AND 033536 POLISHED CONCRETE FLOOR FINISH. BOTH PROVIDED BY THE 7-ELEVEN AND DATED 02-26-2018. CEILING 1. CEILING TILE: A-1 - USG VINYL FACED LAY IN - 2' X 2' #7056G KAPOK - FIRE CLASSIFICATION: TYPE A - FLAME SPREAD: 25 - SMOKE DENSITY: 50 A-2 - USG CLEAN ROOM (AS REQUIRED BY AHJ) - 2' X 2' #56099 - FIRE CLASSIFICATION: TYPE A FLAME SPREAD: 25 - SMOKE DENSITY: 50 2. GRID: WHITE USG, SUSPENSION SYSTEM - DXL26 BASE 1. VINYL BASE: " WITH 3/8" RADIUS B-1 - ROPPE - 4" & 6'; COLOR "193 BLACK BROWN" (USE ONLY 6" IF REQUIRED BY LOCAL CODE) 2. TILE BASE: INTERCERAMIC WITH 3/8" RADIUS B-2 - SCHLUTER- AHKA (FOR USE WITH CONCRETE FLOOR) - 3/8" COVE BASE - 1X6 CORNER - lX6 OUTSIDE CORNER B-3 - SCHLUTER- AHK (FOR USE WITH TITLE FLOOR, WITH T-1 AND T-2- WALLS) - 3/8" COVE BASE AX6 CORNER AX6 OUTSIDE CORNER -AHK 1 S 125 AE B-4 -- IC BRITES / ULTRA WHITE (FOR USE WITH TILE FLOOR, WITH T-5 WALLS) - 6X12 - 3/8" COVE BASE -lX6 CORNER - 1X6 OUTSIDE CORNER 3. GALVANIZED COVE BASE: WITH 3/8" RADIUS B-5 -- SMOOTH PEBBLE TEXTURE 4" COVE BASE AROUND INTERIOR PERIMETER OF WALK-IN COOLER UNITS NOTE: 1. VERIFY WITH AHJ WALL & FLOOR SQUARE TRANSITION IS ALLOWED, USE CERAMIC COVE BASE (B-2, B-3, B-4) AS REQUIRED BY AHJ. 2. VERIFY WITH AHJ VINYL BASE (B-1) IS ALLOWED, USE CERAMIC COVE BASE (B-2) AS REQUIRED BY AHJ. RETAIL INFORMATION SYSTEM (RIS) BACKBOARD 1. BACKBOARD SHALL BE BY U-TECK, MODEL 501082J-FRG CONTACT: DEBRA WOLFE MATERIALS SPECIFICATIONS TEL. (800) 542-7011 REFERENCE SHEET A5.2, DETAIL 5 FOR LOCATION. METAL STUDS 1. CLARKDIETRICH METAL FRAMING ICC# - ESR 1166P IAPMO# - ES-0189 WALL COVERING 1. FRP WALL PANELS FRP-1 --WALL PANELS MANUFACTURER: MARLITE - COLOR: P-100 (WHITE) - FINISH: SMOOTH GLOSS, PEBBLE FINISH -FIRE CLASSIFICATION: TYPE C - FLAME SPREAD: <200 - SMOKE DENSITY: <450 -LIGHT RV: 83.0% - NOTE: APPLY WITH MARLITE C-375 CONSTRUCTION ADHESIVE MOLDING AT ALL INSIDE CORNERS AND "J" MOLDING WHERE WALL PANEL TERMINATES. ALL MOLDINGS SHALL BE FULL HEIGHT OF WALL FROM TOP OF WALL BASE. 2. WALK-IN COOLER UNIT WALLS: INTERIOR: SMOOTH PEBBLE TEXTURE GALVANIZED SKIN EXTERIOR: T-5 TO 9'4' THEN PAINTED GYPSON BOARD ABOVE. (SEE INTERIOR ELEVATION FOR LOCATION OF WALL TILES T-5) CORNER GUARDS 1. CORNER GUARDS: CG-1 -- - GENERAL: USED WITH FRP-1 MANUFACTURER: MARLITE MODEL: 'FRP'CORNER GUARDS AND MOLDING SIZE:1-1/2" X 1-1/2' X 120" COLOR P-100 (WHITE) PROVIDE FULL HEIGHT CORNER GUARDS AND "r MOLDING AT ALL OUTSIDE CORNERS AND JOINTS. TRIM "T" MOLDING AND CORNER GUARDS FLUSH AT TOP OF WALL BASE. APPLIED WITH TITEBOND ADVANCED POLYMER FRP ADHESIVE CG-2 - - GENERAL: PROVIDED BY GC MANUFACTURER:SCHLUTER -MODEL:RONDEC - FINISH: SATIN ANODIZED ALUMINUM RO 125 AE - SIZE: 1/2 - INSTALLED PER MANUFACTURERS RECOMMENDATIONS -1/2" SIZE FOR T-1/ T-2 CORNERS ONLY, GC TO COORDINATE CORNER SPEC FOR OTHER WALL FINISH CONDITIONS. WALL TILE EDGE 1. INSTALLED PER MANUFACTURERS RECOMMENDATIONS 2. TILE EDGE: TEA -- - GENERAL: PROVIDED BY GC (USED WITH T-5 AT VAULT MAN DOOR) -MANUFACTURER: SCHLUTER - MODEL: SCHIENE STEP V/SS 60 EBII - FINISH: BRUSHED STAINLESS STEEL 304 - SIZE: 5/16" DEEP; 118" HIGH TE-2 -- - GENERAL: PROVIDED BY GC (USED WITH T-4) MANUFACTURER:SCHLUTER - MODEL: SCHIENE E 125 EB FINISH: BRUSHED STAINLESS STEEL 304 - SIZE: 1/2" DEEP; 118" HIGH TE-3 -- - GENERAL: PROVIDED BY GC (USED WITH T-2/ T-5 TRANSITION) -MANUFACTURER:SCHLUTER - MODEL: SCHIENE E 110 EB - FINISH: BRUSHED STAINLESS STEEL 304 - SIZE: 7/16" DEEP; 118" HIGH TRANSITION STRIP (USED WITH ALTERNATE FLOORING) 1. CERAMIC TILE TO DOOR THRESHOLDS SCHLUTER SYSTEMS, AEVT100B20. 8 LF/PC ORDER FROM INTERCERAMIC 2. CERAMIC TILE TO FINISHED CONCRETE OR VCT SCHLUTER SYSTEMS, AEU 100. 8LF/PC ORDER FROM INTERCERAMIC 3. CERAMIC TILE TO CERAMIC TILE SCHLUTER SYSTEMS, DECO, E 90 D ORDER FROM INTERCERAMIC 4. VINYL TILE TO FINISHED CONCRETE NGP, 8132 AL TRANSITION, 6' ORDER FROM HOME DEPOT MAPES CANOPY AWNING 1. MAPES ARCHITECTURAL CANOPIES 2. ROLL FORMED LUMISHADE ALUMINUM CANOPY WITH INTERNAL DRAINAGE. INSTALL PER MANUFACTURERS SPECIFICATIONS FINISH: BRONZE BAKED ENAMEL 3. CONTACT: MAPES CANOPIES, LLC 7748 NORTH 56TH STREET LINCOLN, NE 68514 PHONE: 888-273-1132 WEBSITE: MAPES.COM/CANOPIE NICHIHA FIBER CEMENT PANELS 1. NICHIHA (FIBER CEMENT) 2. INSTALLING CONTRACTOR MUST BE NICHIHA TRAINED 3. WARRANTY INFO (50 YEARS) 4. PRIOR TO BIDDING, CONSTRUCTION PROJECT MANAGER TO CONTACT NICHIHA, ATTN. JAMES WUESTE. 5. NICHIHA APPORVED CONTRACTOR NAMES AND ORDERING INFO CAN BE PROVIDED BY CONTACTING NICHIHA AT (770)805-9466 ATTENTION: JAMES WUESTE JWUESTE@NICHIHA.COM OR WWW.NICHIHA.COM ROOFING 1. DURO-LAST ROOFING, INC. APPROVED CONTRACTOR NAMES CAN BE PROVIDED BY CALLING DURO-LAST ROOFING, INC. - JIM MILLER AT (800) 248-0280 OR BY EMAIL AT JMILLER@DURO-LAST.COM. 2. INSTALL A WHITE 40 MIL SINGLE -PLY MEMBRANE ROOFING SYSTEM THAT IS FABRICATED OF A 1OX14 WEFT INSERTED LOW -SHRINK, ANTI -WICKING POLYESTER FABRIC AND HAS A THERMOPLASTIC MATERIAL LAMINATED TO BOTH SIDES AS MANUFACTURED BY DURO-LAST ROOFING, INC. 3. ON ALL PARAPET LOCATIONS, WRAP PARAPET WITH NEW PRE -MANUFACTURED PARAPET FLASHINGS BY DURO-LAST ROOFING AND TERMINATE ON EXTERIOR OF WALL. INSTALL NEW 2-PIECE SNAP ON COMPRESSION METAL EDGE, COLOR TO BE CHOSEN BY THE OWNER AS MANUFACTURED BY EXCEPTIONAL METALS, INC. WHEN INSULATION TO BE ADDED USE THE NEW DURO-GUARD POLYISOCYANURATE INSULATION. 4. FURNISH AND INSTALL NEW 2'-6" X 6-0" SAFETY STRIPE, FULL SKIRT WALK PADS (ITEM NUMBER 1086) AROUND ALL SERVICEABLE ROOFTOP UNITS. DURO-LAST ROOF TRAC III PADS MUST BE INSTALLED BY WELDING THE 3 INCH SKIRTS COMPLETELY TO THE DECK MEMBRANE WITH A FULL 1-1/2" WELD TO PREVENT THE WALK PADS FROM DISLODGING. 5. INSTALL THE MEMBRANE SYSTEM PER ALL LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. 6. ROOFING WARRANTY: 7-ELEVEN; INC. REQUIRES THAT THE ROOF HAVE DURO-LAST, INC.'S STANDARD WRITTEN 15- YEAR NDL WARRANTY. ROOF ACCESS 1. EXTERIOR:(PROTOTYPICAL) GENERAL CONTRACTOR SHALL SELECT ONE OF THE THREE OPTIONS FOR A LADDER PORT FOR ROOF ACCESS BASED ON EXISTING CONDITIONS WHEN INTERIOR ROOF ACCESS IS NOT REQUIRED. 1. LP TYPE 1 - FOR USE WITH FLAT WALL WITH OR WITHOUT PARAPET. 2. LP TYPE 2 - FOR USE WHEN GUTTER OR OTHER ITEM IS ATTACHED TO THE OUTSIDE OF THE WALL. 3. LP TYPE 3 - FOR USE WHEN THERE IS AN OBSTRUCTION (IE CORNICE, ETC) ON THE OUTSIDE OF THE WALL. CONTACT MICHELE ORAS AT LADDERPORT PHONE: 1-800-770-8851 OR 1-248-437-7100 (DIRECT) EMAIL: MICHELE@LADDERPORT.COM 2. INTERIOR: ROOF HATCH: (OPTIONAL) 30" X 36" PREASSEMBLED SINGLE -LEAF INSULATED PAINT -BOND ROOF SCUTTLE EQUAL TO BILCO TYPE S ROOF HATCH. PROVIDE INTERIOR PADLOCK; GIVE KEYS TO CONSTRUCTION PROJECT MANAGER. ROOF HATCH GRAB BAR AVAILABLE THROUGH LADDERPORT SHALL BE INSTALLED. CONTACT MICHELE ORAS AT LADDERPORT PHONE: 1-800-770-8851 OR 1-248-437-7100 (DIRECT) EMAIL: MICHELE@LADDERPORT.COM 3M SUN CONTROL WINDOW FILMS CONTACT: SHAWN CABRAL@ACCENT DISTRIBUTING (941)-922-5268 (OFFICE) (941)-350-7585 (CELL) SCABRAL@ACCENTDISTRIBUITING.COM (EMAIL) 1. FILM: 3M PRESTIGE 70 SOLAR FILM 2. SOLAR FILM FOR STOREFRONT GLASS IN STORES WITH EAST, SOUTH AND WEST FACING ORIENTATIONS NOT BLOCKED BY EXISTING BUILDINGS. DO NOT INSTALL ON STOREFRONT DOORS. 3. INSTALL AT INTERIOR OF GLASS FULL HEIGHT AND PRIOR TO INSTALLATION OF ALL OTHER SPECIFIED FILMS AND DECALS. 4. CLEAN WITH NON-ABRASIVE COMMON COMMERCIAL CLEANING SOLUTIONS. 5. DO NOT PLACE AND REMOVE DECALS ON FILM. WINDOW FILM FROSTED WINDOW FILM (FILLER PANEL) TWO FILM INSTALLATION: FILMS TO BE INSTALLED ON THE INTERIOR FIRST FILM: "3M - SILVER P18" UV REFLECTIVE FILM SECOND FILM: "3M - 3635-20B" BLOCKOUT REFERENCE SHEET EF-1 FOR LOCATION AS REQUIRED ROLL -A -SHADE WINDOW GLARE PROTECTION 1. INSIDE MOUNT IS STANDARD. OUTSIDE MOUNT ONLY IF INSIDE MOUNT IS DISRUPTED BY SIGNAGE, ETC. 2. FABRIC WILL BE MERMET 7510 CHARCOAL COCOA 10•0/o WITH BRONZE 3" TOP FASCIA AND STAINLESS STEEL CHAIN BRONZE CHILD SAFETY TENSION DEVICE. 3. ROLL -A -SHADE HAS TECHS WILL MEASURE AND INSTALL. CONTACT.. JENIEVEABOUBAKARE TEL. (951) 245-5077X141 J ENE V I E.ABOU BARKARE@RO LLASHAD E. COM TOILET PAPER DISPENSER B-2892 SURFACE MOUNTED TWIN JUMBO ROLL TOILET TISSUE DISPENSER MUELLER GATES (COR-6) 1. GATES SHALL BE BY MUELLER DOOR CO. INC. CONTACT: SUZANNE MILLER TEL. (800) 981-2040 2. INSTALL BOLLARDS FOR GATES PER GATE MANUFACTURERS INSTRUCTIONS. 3. G.C. TO VERIFY AND CONFIRM GATE BOLLARD HEIGHTS FROM GRADE, CENTER TO CENTER DIMENSIONS AND BOLLARD OUTSIDE DIAMETER AND COMMUNICATE DIMENSIONS TO MUELLER FOR FABRICATION OF GATES. 4. ALLOW 14 BUSINESS DAYS AFTER SUBMITTAL OF CONFIRMED BOLLARD DIMENSIONS FOR FABRICATION AND DELIVERY OF GATES. COUNTERTOPS: 1_ AT POINT OF SALE LOCATIONS -WILSONART COSMIC STRANDZ -MATTE FINISH 4941 K-60 2. AT COFFEE BAR LOCATION -SILESTONE ALPINA WHITE 3. AT BEVERAGE BAR AND FRONT COUNTER HOT FOOD SECTION -STAINLESS STEEL ROOM FINISH SCHEDULE FLOORS BASE WALLS CEILING w Q m U N z a Y w N M m m m m a x 0 �.. �- N H coIll w N W rn co W w U Z W O = rn w tw- w m m m m O z - N in v� U U a F F' Fl �'. N M 0 K U O U O Q ... .., .� J _ a J J z Z z U U U U }' � J J J J F" t Fv- < z I- g I- O O O U U U O p 1 F f 1= L9 C9 w w w? m W = 0 U U m o U U U U U C7 CO (7 = U w< C9 U w w w m Q�Q K m w} g g Z Z w w w Q}Q O 0� Qd a r J _j w w w z z a a 4a �a �a a m X w w w _..l 0 Oa w d ROOM z w w w w w U 0 0 O Q a w w w w w 0 0 J J` g X m w COMMENTS NUMBER ROOM NAME > w 0 U 0 0 0 -v m b mz a r� U. U U U U U U t F N 0 w a U 101 MERCHANDISE X X X X X X X X X X X X 102 ISALES X X X1 I I IX X1 XI XI I I XI 1 1 9'-4" 103 OFFICE X X X X 1014, 104 BACK ROOM Ix X X X X 1 U-6" REVIEWED FOR 105 MEN X X X 8'-0" CODE #S a° ICE 106 WOMEN X X X 8,_0„ - XI 8'-0" PRE-FAB FINISH 107 BEER CAVE X X 108 COOLER VAULT X X X 8'-0" PRE-FAB FINISH BGCG NOTE: REF INTERIOR ELEVATIONS I-UR WALL f-INIbM LUUA r IUN o N N N Z W C•J W aK� W (:J a ¢0 O ',, 0 Any 2X6 SP #2 OR SPF OR BETTER (TYP) (2) 16D COMMON EACH STUD AS 1„ t" SCHEDULED ROOF DECK IOR N FLOOR/ CEILING ASSEMBLY 'F,l II I SCHEDULED SECTION C 4" DEEP LEG FINISH AS CAPTURE TRACK. �fll „„ WATER HEA FRP-1 REF PLUMBING DETAILS EXPANSION 3/4" PLWD. SHELF ON 2 x 6 FRAMING WITH WALL COVERING CG-1 FILTER LOCATE MOP HANGER (FIAT 899-CC) ON ADJACENT WALL OVER MOP SINK @ 50" AFF WALL SERVICE FAUCET 30" HOSE AN BRACKET (FIAT 839-CC) „ MOP SINK RE PLUMBING SHEETS BASE AS SCHEDULED Fol INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE HEADER LENGTH HEADER MEMBERS MINIMUM EFFECTIVE PROPERTIES PER STUD 2' TO 6' 2 6" x 18 GAUGE Ix = 2,042 Sx = 0.670 6' TO 8' 2 6" x 16 GAUGE Ix = 2.518 Sx = 0.839 IT TO 10' 2 6"x 14 GAUGE Ix = 3.094 Sx = 1.031 10' TO 12' 2 8"' x 18 GAUGE Ix = 4,134 Sx = 1.033 12' TO 14' 2 8" x 16 GAUGE Ix = 5.110 Sx = 1.277 14' TO 16' 2 8" x 14 GAUGE Ix = 6.303 Sx = 1.576 16' TO 18' 2 10" x 14 GAUGE Ix = 12.325 Sx = 2.456 18' TO 26' 2L 12" x 16 GAUGE Ix = 15.730 Sx = 2.334 15 DETAIL WATER HEATER/MOP SINK CONT. ANGLE w/ SEALANT, TYP. WALL FINISH AS SCHEDULE FROM O3/4"=1'-01 DETAIL - CLOSURE STRIP TOP TO BOTTOM (1DT'DETAIL - BASE STUD C NNECTION @ COOLER - 11_01, 1 � 3"FRAME WALL @ COOLER = 1 �_0�� �— -- 3"=1-0,, STOREFRONT DOOR d 4 5/8" GYP BOARD ON FRAME/ HOLLOW STOREFRONT d 3-5/8" METAL STUD METAL POOR FRAME DOOR/HOLLOW FURRING AT 16" O.C. BEYOND METAL DOOR AS 4 SCHEDULED FLOOR AS REFERENCE A6.0 SCHEDULED REFERENCE THRESHOLD IN 5/8" DIRECT d p LINTEL, RE: A6.1 FULL APPLIED d STRUCTURAL 1 S--! BED OF MASTIC STUCCO C c• CONCRETE SLAB ATTACHED PER REF ST STRUCTURAL _ MANUFACTURER < i AS SCHEDULED SHEETS - - REFERENCE A6.0 4 ' ;. ' 1/2"THK 4 EXPAN. JT. DRIP EDGE BACKER ROD AND WITH - PREMOLDED SEALANT ON BOTH SIDES ASPHALT WOOD SHIM �— STOREFRONT IMPREGNATED FILLER WINDOW SYSTEM ALTERNATE FLOORING- 010 NOT USED O NOT USED ODOOR THRESHOLD ODETAIL - STOREFRONT JAMB/HEAD NTS NITS 3„ = 1 1_01, 3„ = 11_0" 2x PT WOOD BLOCKING, SECURE TO BOND BEAM W/ 1/4" DIA. 6" LONG TAPCONS AT 16" O.C. MAX. (COUNTERSINK) SECURE CONT. WIND CLIPS TO BLOCKING AT 16" O.C. MAX. -- v SEE STRUCTURAL DWGS. FOR ALL CELL IN -FILL, KNOCK -OUT BLOCKS, PRE -CAST LINTELS AND REINFORCING, TYP — SINGLE PLY MEMBRANE ROOFING SYSTEM, RUN UP AND OVER TOP 8" CMU 8 "CMU WALL STOREFRONT WINDOW SYSTEM BACKER ROD AND SEALANT 5/8" DIRECT BACKER ROD AND APPLIED STL SEALANT 5/8" GYP BOARD ON 20 GA. PREFINISHED 20 GAMETAL DARK BRONZE STUD AT 16" O.C. STUD METAL PARAPET CAP SECURE 3/4" CDX TO BLOCKING 8' STUCCO BANDING EXPANSION, 1/4" PER FT W/ (2) 2" LONG #8 WOOD ON BOTH SIC SLOPE TO ROOF SCREWS AT 16" O.C. MAX. SECURE CONT. WIND CLIPS TO v BLOCKING AT 16" O.C. MAX. (] (HIDDEN FASTENER) _ 8" CMU WALL d d p WIRE CUT RIDGED INSULATION T C 5/8SU CO 5/8" DIRECT APPLIED STUCCO 4. d 5/8" DIRECT APPLIED STUCCO p' d O3 WALL DETAIL O DETAIL - STOREFRONT SILL @ KNEE WALL 3„ = 1'-01, 3„ 1'-01, BOX BEAM PC 18 GA TRACK DOUBLE MTL STUD AT JAMBS SECTION B METAL STUD BOTTOM TRACK TOP TRACK 2 STUD HEADERS FINISH AS INDICATED BATT INSULATION BOTTOM TRACK I _ _ J VARIES SECTION A E CONTINUOUS BACKER ROD & x FLOOR AS SEALANT,BOTH SCHEDULED SIDES - REFERENCE A6.1 20 GA. SS SILL 3 FLASHING WITH E HEMMED EDGE o " AND END DAMS. s CONCRETE SLAB - < REF STRUCTURAL SHEETS ;I• 1/2" THK. EXPAN. JT. ` WITH PREMOLDED ` ASPHALT IMPREGNATED FILLER d s - STOREFRONT SILL ODETAIL 3„ = 11-9. ° CONCRETE BLOCK (FILL CELL WITH o a a ° CONCRETE) _ 4e ° ° STEEL ANCHORS a ° (3 EA. SIDE MIN.) a 1° DRIP EDGE 5/8" DIRECT APPLIED STUCCO F HOLLOW METAL FRAME (FILL WITH GROUT) s HOLLOW METAL DOOR m E DETAIL - EXTERIOR HOLLOW METAL DOOR JAMB / HEAD 6 Tp=1-0" U z Yi 5/8" GYP BOARD ON _ 3-5/8" 20 GA METAL STUDS AT 16" O.C. 5 WALL BASE. RE: IN FINISH SCHEDULE s xi a 9 U p _ d' 4 d ODETAIL - BASE 3" = 1'-0" REVIEWED FOR )DE COMPLIANC1. ST. LUCIE COUNT BOCC k "STUCCO BANDING 1101-3-5/8" CONCRETE FILLED CELL, SEE STRUCTURAL NOTE: GC TO PROVIDE ELECTRICAL & 3/4" CONDUIT FROM CAMERA/MONITOR TO OFFICE. INSTALLATION OF STUCCO SYSTEM PER ESR-1607 WITH MONITOR SUPPORT BY G.C. 5/8" GYP. BD. WALL FINISH PER ACRYLIC FINISH, OVER SELF FURRING PLAN AND FINISH SCHEDULE METAL LATH, (2) LAYERS OF WATERPROOF -- STEEL BAR JOIST MEMBRANE AND 5/8" EXTERIOR GRADE MTL. STUD FRAMIN PLYWOOD AND MTL STUDS. SEE PROVIDE P3300 UNISTRUT OR EQUAL @ 16" O.C. PER STRUCTURAL. LENGTH AS REQUIRED TO SPAN STRUCTURAL DWGS. METAL STUD FRAMING. JOISTS. SECURE TO BOTTOM CHORD R13 MIN. BATT SEE STRUCTURALOF BAR JOIST INSULATION WNAPOINSIDER NSULATED CELLSBARRIER TO INSIDE OF11.11 �f ® m a— ■ m 7%" 2'-0" MIN. CELLS j CORNERS W/ #5 OWELS 6'-7' 3 FI OPILASTER DETAIL 3/4 - 1 0 _ PROVIDE FILLED CELL FOR CANOPY ANCHORAGE, SEE STRUCTURAL DWGS. FOR ALL CELL IN -FILL, KNOCK -OUT BLOCKS, PRE -CAST LINTELS AND REINFORCING, TYP Q NOT USED O DETAIL @ CANOPY BOX FOR SECURITY CAMERA &MONITOR DATA CABLES. C SECURITY MONITOR IN STORE SUSPENDED FROM UNISTRUT / LOCATION TO BE DETERMINED BY CONSTRUCTION MANAGER. 7` SECURITY MONITOR MOUNTING N.T.S. UNISTRUT BOTTOM CHORD OF BAR JOIST INSET MOUNTING BRACKET BY OTHERS NOTE: GC TO PROVIDE 3/4" CONDUIT FROM CAMERA TO OFFICE. INSTALLATION OF CAMERA SUPPORT BY G.C. — STEEL BAR JOIST PROVIDE P3300 UNISTRUT OR EQUAL LENGTH AS REQUIRED TO SPAN / JOISTS. SECURE TO BOTTOM CHORD OF BAR JOIST. LOCATE 1' OFF EXTERIOR WALL. UNISTRUT 4"X4" J-BOX — FOR CAMERA. CAMERA IN STORE -- MOUNTED TO UNISTRUT. CENTER CAMERA ABOVE DOOR BOTTOM CHORD OF BAR JOIST OSECURITY CAMERA MOUNTING N.T.S. ROOF MEMBRANE ROOF - MEMBRANE ON 5/8" DENSDECK ROOFBOARD INSULATION — METAL DECK STEEL JOIST. IGINEERED, STRUCTURAL JISH_ED MTL Y C-1 D LIGHTS, Z�ltl= tL_LU I KIL HL. DRAWINGS 5/8" STUCCO DIRECT APPLIED TO 8" CMU PRECAST LINTEL SEALANT JOINT TYPE A - - JOINT TYPE B -- SEALANT .063 PRE -FIN ALUM - CONDUCTOR HEAD DOWNSPOUT - INSET ®II,iI�hl� 7/8" STUCCO SYSTEM -- 8" CMU WALL PRECAST LINTEL— a'a' a FASTEN FLASHING AS RECOMMENDED BY 16" WIDE X 8" HIGH, MANUFACTURER .063 PRE -FINISHED ALUMINUM SOLDERED AND SCUPPER _— SEALED SLOPE 1/2" APA RATED SINGLE PLY - - PLYWOOD MEMBRANE ROOFING N a • ° FASTEN FLASHING AS RECOMMENDED BY \ MANUFACTURER 1/2" APA RATED PLYWOOD \ a.. ; . a ' —7/8" STUCCO SYSTEM -- 8" CMU WALL O OVERFLOW SCUPPER CEILING TEES CAMERA IN STORE-- MOUNTED TO CEILING TEE. SECURITY CAMERA MOUNTING 5 N.T.S. SINGLE PLY MEMBRANE ROOFING SEALANT --.063 PRE -FINISHED ALUM 2'-0" WIDE OVERFLOW SCUPPER SET IN PLASTIC CEMENT SINGLE PLY MEMBRANE ROOFING STUCCO CONTINUOUS SEALANT BEAD JOINT TYPE "A" /y-flj c c l e JOINT TYPE "B" 20" WIDE x 12" DEEP x 12" HIGH .063 PRE -FINISHED ALUM COLLECTOR CONTINUOUS SEALANT BEAD OSCUPPER DETAIL 1 1" = V-0" - -- SECTION E-E SECTION D-D .SEALANT SECTION C-C — SEALANT \\ DETAIL B DETAIL A ' REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC rl d- o > QN OO Q M c1 C U kn o o o X w VJN zW co 0 Q Z0 OZM cn _U)U- W J _ Z � W0 CD w UoQ m U U LL LLJ L.L Lu I..L_ O LL z= wzu- '8 U Z JWw oa- U L1 E - cc �O Z U- a {lfY SLtC .% « I N N 0 0 O m w w � m f- w Q� a Q N_ 0 N O Z N N W N W Z W O O af a a! x a o la I U A7.1 TRIM THE END PIECES \ OF THE UNISTRUT P1100 CROSS BAR AT THE STEEL U-SHAPED BEAM STRUT CLAMP STEEL U SHAPED BE. SO THAT THE ENDS OF STRUT CLAMP THE UNISTRUT CROSS BAR AS AS CLOSE TO CHIEF MEDIUM FLAT THE STORE TRUSSES PANEL CEILING MOUN AS POSSIBLE AND EVEN ON BOTH ENDS. I I I I I %i I I I I / `—UNISTRUT P1100 DETAIL 5/A7.3 CHIEF CPA SERIES COLUMN ROOF TRUSS— UNISTRUT P1100 ROOF TRUSS —\ It n CHEF CPA SERIES ' = COLUMN =- p` �It CHIEF MEDIUM FLAT SAMSUNG PREMIUM -� TIZEN POWERED ' ,_,` ii i PANEL CEILING MOUNT DISPLAY # PM49H SAMSUNG PREMIUM _ II n l I TIZEN POWEREDif DISPLAY # PM49H "==; hI SAMSU14G PREMIUM ` J = J TIZEN POWERED DISPLA, # PM49H OGENERAL THREE MENUBOARDS/PROMO 1 SCREEN CEILING MOUN ING DETAIL 1/4" = V-0" UNISTRUT P1100 DETAIL 5/A7.3 I I 1 I I I I I I TRIM THE END PIECES I STEEL U SHAPED BEAM OF THE UNISTRUT STRUT CLAMP P1100 CROSS BAR AT THE STEEL U-SHAPED BEAM STRUT CLAMP SO THAT THE ENDS OF i CHIEF CPA SERIES THE UNISTRUT CROSS COLUMN BAR AS AS CLOSE TO THE STORE TRUSSES AS POSSIBLE AND EVEN ON BOTH ENDS. it it CHIEF MEDIUM FLAT It II u n i PANEL CEILING MOUNT q l it it 11 II II I II I SAMSUNG PREMIUM It 1j I J TIZEN POWERED DISPLAY # PM49H OGENERAL SINGLE MEN 2 1/4" = 1 1_01. ROMO SCREEN CEILING MOUNTING DETAIL' ROOF TRUSS GENERAL NOTES TRIPLE MENU BOARD - CEILING MOUNT: 1. G.C.TO ALWAYS FOLLOW THE MANUFACTURER'S INSTRUCTIONS THAT COME WITH THE HARDWARE. 2. NOT EVERY INSTALLATION METHOD CAN BE DOCUMENTED. G.0 IS EXPECTED TO KNOW HOW TO ATTACH TO ANY TYPE OF CEILING STRUCTURE. THESE INSTRUCTIONS WILL ASSUME THAT G.0 IS ATTACHING UNISTRUT TO THE STRUCTURE ABOVE THE CEILING. PLEASE REFER TO DETAILS 1/A7.2 & 2/AT2 FOR MORE DETAILS. 3. THE SCREENS SHOULD BE CENTRED 6-24 INCHES BEHIND THE BACK EDGE OF THE HOT iFOODS STATIONS AND NOT INTERFERE WITH THE SECURITY CAMERAS. THE SCREENS END UP 6" IN FRONT OF THE POLE, SO PLACE THE POLE 12-30" BEHIND THE BACK EDGE OF THE COUNTER. CAMERAS ARE 360 DEGREES AND LOOK AT THE CUSTOMER, CASH DRAWER AND CIGARETTE RACK. 4. TRIPLE SCREEN MOUNT -HARDWARE 4.1. SCREEN MOUNT- CHIEF LCM3XIU 4.2. UNISTRUT ADAPTOR CHIEF CMA372 4.3. COLUMN - CHIEF CPA072 4.4. COLUMN TO UNISTRUT CONNECTOR - CHIEF CPA262 S. TRIPLE MENUBOARD MOUNT - INSTALLATION INSTRUCTION PLEASE READ ALL INSTRUCTION INCLUDING THE TIPS SECTION BELOW! 5.1. INSTALL THE UNISTRUT OR THE REQUIRED CEILING STRUCTURE IN THE CEILING ABOVE THE WARMING STATION SO THAT THE CENTER OF THE TWO COLUMNS WILL BE 57"-60" APART. GREATER WIDTHS MAY BE USED BUT COULD INTERFERE WITH MEDIA ENGINE PLACEMENT. 5.2. BUILD AND ASSEMBLE CEILING MOUNT AS PER MANUFACTURER'S INSTRUCTIONS 6. TRIPLE SCREEN MOUNT - INSTALLATION TIPS 6.1. DO NOT MIX UP THE FASTENERS FROM EACH OF THE COMPONENTS. MANY LOOK THE SAME. 6.2. IF ANY OF THE INSTRUCTIONS GIVE YOU THE OPTION OF USING SECURITY VS. NON-SECURITYSCREWS, CHOOSE THE NON -SECURITY SCREWS. 6.3. CENTER THE COLUMNS ON THE WARMING STATION. FIND THE MID -POINT BETWEEN THE OUTER EDGE OF THE PIZZA WARMER AND THE LAST HOT DOG ROLLER AND MARK THE MIDDLE WITH MASKING TAPE OR SOMETHING SIMILAR. MARK UP IN THE CEILING OR ON THE UNISTRUT WHERE THIS IS AND INSTALL THE COLUMNS. 6.4. CUT A HOLE IN THE CEILING TILE FOR THE COLUMNS, DO NOT CUT THE CEILING TILES IN HALF. 6.5. TO CENTER THE RAIL BETWEEN THE COLUMNS, MARK THE CENTRE OF THE RAIL (54"), MEASURE THE MID -POINT BETWEEN THE COLUMNS AND LINE UP YOUR MARK. 6.6. IT IS NOT 100% CRITICAL TO HAVE THE COLUMNS CENTERED ON THE WARMING EQUIPMENT AS THE RAIL CAN BE OFFSET SLIGHTLY. 6.7. DO NOT FULLY TIGHTEN THE SET SCREWS ON THE ARRAY HEADS UNTIL THE HORIZONTAL RAIL HAS BEEN INSTALLED AND LEVELED. GENERAL NOTES SINGLE PROMO SCREEN - CEILING MOUNT: 1. WHEN INSTALLING G.0 TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS THAT COME WITH THE HARDWARE. 2. NOT EVERY INSTALLATION METHOD CAN BE DOCUMENTED. G.0 IS EXPECTED TO KNOW HOW TO ATTACH TO ANY TYPE OF CEILING STRUCTURE. THESE INSTRUCTIONS WILL ASSUME THAT G,C IS ATTACHING UNISTRUT TO THE STRUCTURE ABOVE THE CEILING. 3. IN A PERFECT SITUATION THE SCREEN SHOULD BE CENTERED OVER THE BACK EDGE OF THE COUNTER, IN LINE WITH THE 3 MENU BOARDS SCREENS, AND NOT INTERFERE WITH THE SECURITY CAMERAS. CAMERAS ARE 360" AND LOOK AT THE CUSTOMER, CASH DRAWER AND CIGARETTE RACK. IF NECESSARY, THE SCREEN CAN BE LOCATED BACK FROM THE EDGE OF THE COUNTER. 4. PROMO SCREEN MOUNT -HARDWARE 4.1. SCREENMOUNT- CHIEFMCMIU 4.2. UNISTRUT ADAPTOR CHIEF CMA372 4.3. COLUMN - CHIEF CPA072 4.4. COLUMN TO UNISTRUT CONNECTOR - CHIEF CPA262 5. PROMO SCREEN MOUNT - INSTALLATION INSTRUCTIONS 5.1. BUILD AND ASSEMBLE CEILING MOUNT AS PER MANUFACTURER'S INSTRUCTIONS. 5.2. THE SCREEN MUST NOT INTERFERE WITH ANY WINDOW SHADES. 5.3. DO NOT MIX UP THE FASTENERS FROM EACH OF THE COMPONENTS. MANY LOOK THE SAME. 5.4. SET THE TILT ON THE SCREEN MOUNT TO 10 DEGREES 5.5. MAKE SURE THE MOUNT IS LEVEL 6. PIPE CUTTING 6.1. ATTACH THE CPA262 COUPLER TO ONE END OF THE COLUMN AND SCREW INTO THE UNISTRUT ADAPTOR. 6.2. MARK THE HOLE THAT IS AT OR ABOVE 90" ABOVE THE FLOOR., IF THE PIPE DOES NOT EXTEND DOWN TO 90" BECAUSE THE MOUNTING POINT IS VERY HIGH ABOVE THE CEILING, YOU CAN GO AS HIGH AS 98". 6.3. MARK THE TOP EDGE OF THE HOLE BELOW AND CUT THE PIPE OFF AT THIS MARK. REVIEW r- > CODE CCU IAN,4% ST. LUCK COUa,,71 BOCC � o �CA w O �errn O rllvial U N U s-, /�_� V/N O N zLu H OQ z O 0 <J, f n Lu of z ¢ W�a z Lu z o LL1C) U 7 r C)C3 Of w C �N Ld_/ O ? I 1 z= Lulu Lu C z J 0w U W _O� Lu 1 C] Z LL. a miles I i i NOTE: . .�..V..�...a.�.�.�.�.�.�.�.�.�.�.�.�.�.�..16 ........ ROOFTRUSS I 1 t I NOTE: ROOF TRUSS y �i I � I CONNECTION CHIEF PIN UNISTRUT P1100 i UNISTRUT P1100-� i NOTE: COLUMN SUPPLIED AND I , SUPPLIED AND , t STEEL U SHAPED SUPPLIED BY AT&T INSTALLED BY G.0 i i INSTALLED BY G.0 BEAM STRUT CLAMP INSTALLED BY G.0 I SUPPLIED AND i i INSTALLED BY G.0 FINAL ELECTRICAL I I I t CONNECTIONS BY I I 6-0" AT&T I i I I I CHIEF CPA SERIES i A MOUNTING RAIL CHIEF CPA SERIES COLUMN SUPPLIED BY SUPPLIED BY AT&T COLUMN SUPPLIED BY 5-8 7/16" AT&T- INSTALLED BY INSTALLED BY G.C. AT&T- INSTALLED BY G.0 G.0 i NOTE: U SUPPLIED AND INSTALLED BY G.0 o SAMSUNG PREMIUM j SAMSUNG PREMIUM SAMSUNG PREMIUM TIZEN POWERED I f TIZEN POWERED i TIZEN POWERED I I DISPLAY #PM49H DISPLAY #PM49H , , DISPLAY #PM49H I I SUPPLIED BY AT&T I SUPPLIED BY AT&T i SUPPLIED BY AT&T INSTALLED BY AT&T I I INSTALLED BY AT&T i ; INSTALLED BY AT&T ROOF TRUSS I s. .............. v... e..... e........... ...... .... ..........................r....... .................T........r.. .. .. .. .. .. .. .. . .. .. ... .. r... OTRUSS AND UNISTRUT CONNECTION DETAIL O11 PLAN VIEW 10 N1.S 1 1/2" = 11-0 CHIEF CPA PIN CONNECTION COLUMN A SUPPLIED BY AT&T - CHIEF CPA PIN 6-0" INSTALLED BY G.0 CONNECTION COLUMN MOUNTING RAIL SUPPLIED BY AT&T- SUPPLIED BY AT&T INSTALLED BY G.0 ° T INSTALLED BY G.C. liil 112", A:F_F� Dui ACT CEILING ZD v io i° a a A ROOF TRUSS i° III I I I a 1 tl 2 II,f I vol,7 m y r CHIEF CPA SERIES STEEL U SHAPED BEAM 1ST If ,S� IIi 9_a �I pi II II 9 - P a II CHIEF CPA SERIES I; " p r a d COLUMN SUPPLIED BY II ' 11 STRUT CLAMP 4tl COLUMN SUPPLIED B a i ° AT&T- INSTALLE BY GA it 0 F— — II — r AT&T- INSTALLED BY __i_—i_ tl Ie f_ -- — — L— -- -- —t -- -- G.0 — _ - - - -- __ - -- Y - _ -_ -- -- - --� - _ r �_.r= __ _= tis ---ALP -= - ___ _ - ---- ---- -- - - - .t ii -___ -- ___ -__ - - __ F =_ - - ---___ -_- -____ _=__ -- - --- IF---- - -- -- -- - ----III 11 _ - a __ - -...- ----- ram — - - - — I all LL ° r lls a°. r _ ' — IL_ __:__� _ _al .IIII ®6y90€i� .IIII,IIF -_ _ _'s N _—_ _ ___ '"__ --_ �—_ —' — -- _. UNISTRUT P1100 _ I DETAIL S/A7.4 1 hlif�� A7.3 U,CHIEF UNISTRUT 1 it III 0 P CEILING MOUNT tl N1 k Id ADAPTER NOTE: CHIEF PIN CHIEF CPA TO MALE CONNECTION COLUMN F NPT ADAPTER SUPPLIED BY AT&T CHIEF CPA SERIES INSTALLED BY G.0 SAMSUNG PREMIUM A 'SAMSUNG PREMIUM INTERFACE BRACKETS SAMSUNG PREMIUM TIZEN POWERED TIZEN POWERED SUPPLIED BY AT&T TIZEN POWERED COLUMN FINAL ELECTRICAL DISPLAY #PM49H DISPLAY # PM49H INSTALLED BY AT&T DISPLAY # PM49H CONNECTIONS BY SUPPLIED BY AT&T SUPPLIED BY AT&T SUPPLIED BY AT&T INSTALLED BY AT&T AT&T FRONT VIEW INSTALLED BY AT&T INSTALLED BY AT&T 0 1 1/2" = 1'4ACT CEILING- _/X I A7.3 SAMSUNG PREMIU (� l CHIEF ME TIZEN POWERED FLAT PANT INTERFACE BRACKETS CHIEF CPA SERIES INTERFACE BRACKETS CHIEF CPA SERIES INTERFACE BRACKETS DISPLAY # PM49H CEILING N SUPPLIED BY AT&T COLUMN SUPPLIED BY SUPPLIED BY AT&T COLUMN SUPPLIED BY SUPPLIED BY AT&T SUPPLIED BY AT&T ' SUPPLIEC oNSTALLED BY AT&T AT&T INS - INSTALLED BY AT&T AT&T- INSTALLED BY INSTALLED BY AT&T AT&T -AT&T -INSTALLED BY INSTALLED BY AT&T BY G.0 G.0 G.0 ° 0 0 O o a o o a 0 o o a o - o o o ° o. o a °o II lam_ JI - 3 3 1 nn A7.3 0 A7.3 O O FUSION MED FLAT PANEL CEILING -CHIEF MEDIUM FLAT CHIEFMEDIUM FLAT INGMOU PANEL CEILING MOUNT SUPPLIED BY AT&T 8 PIN CONNECTION COLUMN 7 MOUNT REAR VIEW INSTALLEDSUPPLIED BY INSTALLED BY G.0 6 SECTION AA INSTALLED BY G.0 O 3/8" = T-0" 1 1/2" 2' 2" NOTE: NOTE: UNISTRUT ADAPTER FUSION MEDIUM NOTE:SUPPLIED BY AT&T FLAT PANEL CEILING FUSION MEDIUM INSTALLED BY G.0 MOUNT SUPPLIED FLAT PANEL CEILIN 7" BY AT&T INSTALLED MOUNT SUPPLIE FINAL ELECTRICAL NOTE: BY G.0 BY AT&T INSTALLEDCONNECTIONS BY CHIEF PIN BY G. AT&T ACCESSORIES NOTE: FINAL ELECTRICAL SUPPLIED BY AT&T L4 UNISTRUT P1100 CONNECTIONS BY ° FINAL ELECTRICALINSTALLED BY G.0 SUPPLIED AND AT&T CONNECTIONS B FINAL ELECTRICAL INSTALLED BY G.0 O� o AT&T ° ® AT&T CONNECTIONS BY 1/2" NPS O i o 4' 3„ 00 0 ® O 0 o Oo I O O ZNO O N N N W W rn O Z ¢ Yo (7 N py W a (L o L) 11 01 1-5 REVIEWED. UNISTRUT # P1100 SIDE ELEVATION PNL FILING MOUNT REAR ELEVATION 2 UNISTRUT ADAPTED DETAIL ADAPTOR DETAIL CODE COMPLIANCE11/2"=1'-0'� - O ST. LUCIE OOUNT`,� 0 6„ = 1,_0" � 3" = P_0" 3. O 3" = 1.0,, _ 1.0„ BOCC 1 2 77'-4„ I A — , ,cry 938 -\ 973 968 941 94 30 30 113 65 656 47IB 973 949 7 77 0 124 77 3 656 41 65 65139 0 17 22 398 398 ------ ----- 96 9 105 39 399 39 99 -- --- ` 9 309 309 32933011 11 399 399 - -- - 47 --- - ELECTRICAL' — 376 303174379 j ------ TO79 47 BEVERAGE WALL ROOOM il-7 1l n 378 - -----J ---- ----- _ -- - - - - - - - -1 --- 2D WOMEN 11 12'_1"mlolg w ' L - - r 47 47 434 20 106 O ATM 9B8 4 9 5'-11 1/2" 1p 3'-71/2" o - - ----- 68 r-------- 21 XI I 73 73 - - - - - J r--------- EN 11 74 - 7'-31/2" 29 M05 o - ------ 84 82 y' 479 65 65IX N4N84.1 20 „ 92 // n CONDIMENT ISLAND 46 46 46 n 476 � � v 34 34 v R- i� 911 II i 840 840 COOLEROVAl1LT q _8 - N 7'-3 1 /2" c 83 434 79 - - a 106 III - - m - ill 25 h - 45 g tl 3'-7 1/ 34 - M v 52 529 w O 311 -o------- - LL D 529 _ — ii{ 468 m 529 29 506 8 485 I 4'-7 1/2" 29 iv % { 529 MERCHANDISE 45483 486 88 1 35 21 21 838 53 529 29 M 101 449 i7 14 21 21 -----' 119 529 34 q 529529 '-6 1/2" 7'-3 1/2" 34- 529 34co 1 52 529 86 8fi - 45 393 34 34 III 15534 'li -1 120 O 38 3914� 551 BACKROOM 104 80 62 40 39 F - O N 47 4 ------ --- --- r------- -T 46 q 21 534 38 856 60 _ 37 93 in 944 0 SALES 144 944 102---------� L------ 944 950 5'- 1/2" 76 0 380 78 83K t 8 600 U)' 144 2 20 901903 II 92 29 I o COZ 386l - - � 'u 101-01. o O 20 4-1 OFF�IC 50)- - 10 5351 00 -- - - ---- - - --i 23 I I I �. 1 10 r ®0� �® 63 -�\3` P 2 _ 3 _ - - 64 B — ;� 40 40 '' 40 41 47 41 40 40 �0 511 � 3M-M BLACK -OUT 511 II 2 (D --------------- M-ip +_=—---- --------------------- ---� I I L--------------------- -----I �L i vi 'yam 00 U M m � N 8 r /1 p N ' w r UQ OzM 1__ � -1 f� J LL- Lu Lu LLI ��o z w LL d _ U C) 2 ui s V c J uj ry s p u- LL- a = Z (� J Z u Ll.lzu Y LLI Il. u 4 a w o � °6 U Lu � LLI —�oD w Z ~ w 1 mQ ~ a p h Z LL w w LLJ s a 03 E O � I I o o s � o N 4 � _ w w o W � w � REVIEWED FOR CODE COMPLIANCE a Li O N � O N I Z t6 - N LLl Lu a 1< EF-1 SCHEDULE ITEM ORACLE QTY SUPPLIER PART NUMBER DESCRIPTION WEIGHT 1 03304401 1 Turnkey Resources 0 7.11 Windmaster Sign Consists Of (1) 4205bkfp / 4200rbgg And (2) 2844in 2 03304400 1 Turnkey Resources p 7-11 Pole Sign Consisting Of (1) X-46180 And (2) 4155in) 3 03137035 1 Display Partners 0 Rolling Banner Board System 7 03160286 1 Officemax Incorporated J40MOS476 Both store kits - dry erase board 3'x2' 6 Count Red Shopping Baskets With Stand 17 Long X 12 Wide X 8.5 High (American Store 10 03240000 1 Plasticade 0 Fixtures) - (Includes Two 7-Eleven Stickers For Each Basket) 11 00804910 1 Merchandising Systems NAC3T 3 Shelf Nacho Counter Rack Inc 21 00009919 6 Adoo Industries/American 09919 Stackable Conference Stool For Backroom 4.2 Distributing Company (Adco) 22 05665055 1 Lancer Corporation MC-163172 Mccann Water Booster 40 23 00044539 1 Pentair Filtration 9347-10 High Flow Plus (Pn 9347-10) Filtration System 110 Solutions Llc W/ Filters And Surge Tank, W/O Lpa 25 00024630 1 Lancer Corporation 85-1803-020401A 10 Box, 10 Pump 2 Wide Bib Rack 480 3 Compartment Sink With Dual Drain Boards. Length 72" Width 25" height 43" Faucet holes 29 03119411 1 Turbo Air Inc TSA-3-D1-711 1 5/8" dia on 8" centers Stainless 14 ga. Type 82 304 Bowl dia. 12xl9x12 / Stainless Legs & Crossbreacing. 35 00032220 1 Star Manufacturing Intl GR14 Gr14 Sandwich Press 120 Voft Unit Star Inc Custom Hand Sink (Production Line) Wall 37 03145473 1 Select Stainless PL-SHS-1 Mount 10" Front To Back X 14"W X 6"D, Csa (Rpl 37994) - Supplier Prt # Model # PI-Shs-1 40 03186129 5 Lsi Industries Dba Lsi Gsp/Lsi Lsp 0 7,25" X 84" Stripe With No Logo 41 03186130 2 Lsi Industries Dba Lsi 0 7.25" X 60" Stripe With Logo Gsp/Lsi Lsp Combo Serve Case, Tempered Glass, 6 Prod Sanden Vendo America Temp Zones, Programmable Temp Controller 45 06170391 2 Inc HFDC With Assoc Timers, Xenon Lighting, Wire Racks, 2 Swing Open Front Doors, 2 Sliding Rear Doors. 115/1/60 Elec 47 03266434 1 Home Depot Use Inc p 6" Front Stick Vinyl Decal - Single Item Per Order 65 00052320 2 Effinger-Rosini & Assoc NE-17571 Panasonic Ne-17571 1700 Watt Microwave 66 66 031593113 1 Display Source Alliance 1-07881 BA Temp -Free Multi Day Unit - (Bakery Lic Rack/Banana Rack) - Overcounter Display 68 03165213 1 Kren Plastics KR6043 Heinz Condiment Rack - Prt # Kr6043 73 03180540 2 Apw/ Wyott Corp 21831975 Hrs-75w• 5t, Roller Grill, 208/240v Wrrrutum 147 Coat 7/11 Replaces Item # 00010770 Chili Cheese Dispenser - 8mhpde2-120v 74 00044720 1 Star Manufacturing Int'L HPD2-120V Peristaltic Dispenser, Accy Kit 61 Inc 8mhpd2-71 1 -P-K 76 00750777 1 Take A Ticket Inc ICM(I) 32 32 Game Lottery Ticket Unit 8 77 00098000 1 Curtis PCGT6300 Curtis 6-station Dispenser w Lift Door 160 79 03114254 1 Tidel Engineering Lp Series 4 Tidel Series 4 Saf-BNF, no printer, tube vend 510 and storage Turbo Chef Bullet Oven, UL (KNLZ) ventless 82 03135810 1 Turnkey Resources ENC-9600-600 operation, EPA 202 test (8 hrs), internal 185 catalytic filtration, stainless steel Freezer Counter, Work Top, One Section, 2T' 83 03119473 1 Turbo Air Inc MUF-28-711 S-AD Wide, 7.0 Cubic Feet, Ada Model, 163 A Sneezeguard, 1 Yr Warranty Refrigerated Counter, Work Top, Left Hinge, 84 03119472 1 Turbo Air Inc MUR-28-N-1 C-711 One Section, 27" Wide, 7.0 Cubic Feet, Ada 163 S Model, Sneezeguard - All Stainless Exterior, 1 Yr Warranty Refrigerated Counter, Work Top, Left Hinge, 84.1 03267606 1 Turbo Air Inc MUR-28-711 S One Section, 27" Wide, 7.0 Cubic Feet, AdaModel, 163 Sneezeguard w/ 1" casters - All Stainless Exterior, 1 Yr Warranty 102 06170384 1 Sanden Vendo America 0 Impulse Series Open Air Novelty Case with 520 Inc internal condensate evaporation pan 105 03164148 1 Hoshizak! FD-1002MRJ-C Hoshizaki Cubelet Ice Maker 176 Food Warming Mobile Heated Cabinet for Click and Collect, 106 03164154 1 Equipment Company, TS-1826-7 solid SS door, RECESSED HANDLES Inc. 120v/50/60/1-ph, 10.8 amps, 1300 112 03164150 2 Hoshizakd R404-3546-2 Pre -charged 35' refrigerant line set for Hoshizaki Ice Maker - May need two 85-14816-00-711L FS30/16 soda dispenser, ADA button set-up, 113 03184646 1 Lancer Corporation LED w/splash guards, no flavor shots, 620 A 30"Wx27"D bin adapter, warranty included Reach -In Freezer,One Section, 34 Cubic Feet, 119 03267603 1 Turbo Air Inc TSF-35SD Energystar - All Stainless Exterior - 2 Year Warranty Reach -In Freezer,Two-Section,54" Wide, 47 120 03267605 1 Turbo Air Inc M3F47-2 Cubic Feet - All Stainless Exterior - 18 Months 435 Warranty 124 07812000 1 Franke Coffee Systems A800 Bean to Cup, coffee grounds ejector, cup sensor, gloss black Intermetro Industries Single Vault Storage Shelving Unit, 18x36 - 144 03265601 2 Corp 7114183 Supplier Prt# 7114183 Intermetro Industries Single Vault Storage Shelving Unit, 18x48 - 145 03265602 1 Corp 7114184 Supplier Prt# 7114184 167 00876000 1 Melitta Cafina CT8 Cafina CT8 Bean to Cup Machine 168 00876001 1 V!trffrigo FG14iX Two Gallon Refrigerator for CT8 Melitta 37.5 Cafina Frozen Uncarbonated Beverage, 7-Eleven, 172 03309711 1 Fbd Partnership Lp 12-2817-0023 Lemonrrea, SS, REMOTE, Video Door (Frozen Lemonade) 174 00311054 1 Lancer Corporation 08-0470!!(200') X 14 Line Bundle Tubing (1 Unit Includes 200 Ft 3.78 At 3.78), 08-0470 220 03304849 11 Turnkey Resources 0 Bathroom Door Coat Hook By As! 11 Gauge 304 S/S With Satin Finish Md#8425 221 03118158 1 Imageworks Display & Marketing Group Inc 7111M-10HP 1 Oft HP Impact Store Set - 7-Eleven 234 00804913 6 Merchandising Systems PTR5T Pizza Thawing Rack - 5 Tier - Chrome Plated Inc Steel 235 03175092 1 Ace Mart Restaurant 7-11 PIZZA KIT Hot Food Smallwares Kit - Supplier Prt # 7-11 Supply Co Pizza Kit 237 00804912 1 Merchandising Systems PPDR Pizza Pan Drying Rack - 10 Spaces - Chrome Inc Plated Steel Wire Gage 6 238 03150273 1 Turnkey Resources 0 Hot Foods Dipping Sauce Rack 22" X 6"X 4"(Heinz) - 1 Per Box EF-1 SCHEDULE ITEM ORACLE QTY SUPPLIER PART NUMBER DESCRIPTION WEIGHT Chicken Sandwich Kit - 1 Each 6 inch tong 239 231) 03195079 03195079 1 1 Ace Mart Restaurant 7-11 Chicken (COP4806beige); 2 Each squeeze Bottle Supply Co Sandwich Kit (FMP280-1802); 2 Each Wire Grates (AAAPG8) Hardware Total Includes: Samsung 48" 245 02220040 1 AT&T Connectivity Displays(QTY 4), B533 Media Engine (Qty 4), Other (Mounts, cables and protective shields), Shipping Fees 43223108 I Installation Services: Technician Services, 2416 02220002 1 AT&T Connectivity Kitting & Warehousing, Project Management 43223108 2 03299546 1 Turnkey Resources Bake In Store Smallwares kit 278 03184668 1 Lancer Corporation 2025 CO2 Alert MK 10 Detector Set Part # 2025 291 03119417 1 Turnkey Resources M271400101 27"W back panel for refrigerated work -top unit 295 03262196 1 Fbd Partnership Lp 12-3003 0003 Refrigeration Lines Kit (Tpc 4 Condenser To Slurpee), Remote Install, 50" Metal Flex 297 03309654 1 Fbd Partnership Lp 12-3003-0011 Fbd Dual Remote Condenser, 230v/60hz �,_-- 143 1311 10 1329 03309718 t IFbd Partnership Lp I12-2474-0073 Imachine bulk sys- MST-26 711S AD ""uyc, alcV v.UNm..." vmuVnr vn0 vG L.Vn, 3Q0 03119409 1 Turbo Air Inc A 27" Wide, 7.3 Cubic Feet, Sneezeguard, Ada 198 Model - 1 Yr Warranty 3T9 03184703 1 Lancer Corporation 82-6087 edge kit - C.--_ _.._-�- QSIC STORE MUSIC PLATFORM (In Store 300 01111000 1 Qsic Audio System: includes speakers, brackets, media control, AVA, cabling, hardware/mounts & switch) Adco 382 03115271 1 Industries/American Stowaway Cart, 22"W x 36"L x 37-1/4"H Distributing Company 03299648 1 Marketing Alliance Group SE-21 MAG 6 ft In -line wine fixture, 70.5"W x 84"H x 18"D 363 6170404 1 Sanden Vendo AmericaInc AFDC0001 Ambient Bakery Case 394 3129750 1 Imagine Print Solutions SV 6ft Pop Kit Sanden Eft Deli Case Pop Kit. Includes 1 Inc: Frame, 1 Insert 148xl8, 1 Insert 22xl8 395 3129753 1 Imagine Print Solutions 3ft Pop Sanden Sanden 3ft Deli Case Pop Kit. Includes 1 Inc. Frame, 2 Insert 35x18 397 03126273 2 Bunn on Corporratition 53452.0000 Infusion Soft Heat Dual Drip Tray Bunn O Matic 368 03126267 2 Corporation 51200.0101 Infusion Soft Heat, SS & Black, Coffee Brewer 74.4 3 9 03126268 4 Bunn O Matic Corporation Y7850.0200 Infusion Soft Heat Server 12,55 Adco 405 00010735 1 Industries/American NZ Cooler Cad y Vault Dolly Handle - (Handle Only) Distributing Company handle 434 03185558 4 Bobrick 2621 Paper Towel dispenser 449 06170394 1 Sanden Vendo AmericaInc 1260456 POP Kit 463 06170413 1 Sanden Vendo America HFD 1600 Bag / Tong Holder Right 466 03180542 1 ApwlWyott Corp 21858500 Bwd-75n, Bun Warmer, Dry, 208v 200w 98 Replaces Item #00010771 467 03180541 2 Apw/Wyott Corp 21794095 Kit, Divider Hrs-75 Wide Flat Replaces Item # 170 00010772 8 03150049 1 Doyon DCOT5 Counter Top Oven 208V 72 03121004 1 Wisco Industries Inc ILK 00690-25-2-001-B Wisco Unit - MODEL 690-25 w/2 DOOR W/25 IN BLACK CORNERS 75 03304402 2 Tumkey Resources 140502 Xlerator Hand Dryer Recess Kit 40502 476 103150276 12 ITumkey Resources I700-EH-BP i-ounaIHorizonrtal Model NumbertsaDyrng 100-Eh-Bp 117 � Xlerator Hand Dryer White, Zinc Die -Cast 477 0313625212�umkey Resources 0 17 Ec-310345-Tmv-711 Checkpoint Electronic 479 03266460 4 Home Depot Use Inc p Faucet, Deck Mount, 4" Center Set, Ac/DC Control Module -Includes: 016167-45 Flexible Connector Hose, 16" Long, 1/2"Npsm-F X 1/2"Npsm-F 002534-25 1/2" Npt Close 84 00099954 1 TransAct Technologies MOD9800 BONA! Terminal and Printer Inc. 85 00099950 1 T ransAct Technologies 100 15514 pe c � emoveable Labels - Packed 12 rolls c. 486 00099951 2 TranaAct Technologies 100 15557 22 x 8 Removeable Labels - Packed 12 rolls Inc. per case 04 00804916 1 Merchandising Systems F3WB 3-Tier Mobile Wicker Basket Display, Single Inc Sided, 4 Casters, 48"H X 21"W X 22"D 506 03308705 1 Resco 0 Dole - Fruit Cup Merchandising Tray Waste Container, Single, Beige 27 Gallon 511 03175254 2 Wausau Tile Inc TF1892 Plastic Trash Can W/ Snuffer Pan & Sand 87 (Not For Use On Gas Island) 29 00032032 16 Turnkey Resources NZ Cooler Cady Small - Vault Dolly Kit (Pkg Of 6) (No Handle) - Supplier Prt # - Nz Cooler Caddy 530 03291536 1 C� etro Industries 711SGS6 72" Sink Wall System - Metroseal 532 03265637 1 Intermetro Industries 711 DWI 85 60" Shelf System (Inside Office - Side Desk Corp Wall System) 533 03265638 1 Intermetro Industries 711 DWI 84 48" Shelf System - (Above Office Desk) 535 03265640 3 Corp ... ... ��, 711WS24S Use) 551 03265670 1 Intermetro Industries 711 HT36 36„ Hanger Tube With Brackets For Trash Corp Bag Rolls Dispensing - Option 2 600 03164016 1 Turnkey Resources MPY8WLN-08CR T&S 8" 3-Compartment Sink Faucet T&S Brass Faucet - Gooseneck Nozzle, 602 03136254 1 Turnkey Resources B-1146 Splash Mounted (Order With Hand Sink) (Lead Free)Supplier Prt # B-1146 EF-1 SCHEDULE ITEM ORACLE QTY SUPPLIER PART NUMBER DESCRIPTION WEIGHT 627 03124320 1 Bruegmann Use Inc p Roller Glide Kit For 12 (30') Door Vault. 81 Glides (28.5" W X 26.0" D) Size: (2) 24" X 4W Tiles Brick Red Tile Ada 642 03120252 1 Turnkey Resources ADA-C-2448 Detectable / Tactile Warning Surface Tile 24" X 48" Cast In Place Inline Dome Tactile Tile With Adhesive And Anchors 651 06170382 1 Sanden Vendo America RSC3RA007 Type II Air Cooler T Display Case Inc (Black/Black) (Center Only. No Side Panels) 654 00130388 1 Sanden Vendo America VDPTC0004 RSC3 / RSC4, Outdoor Remote Condensing Inc Unit (R404) 655 00130387 1 Sanden Vendo America VDPTC0003 Remote Vs Scroll Condensing Unit (R404) 656 06170308 2 Vendo America 1225604 RSC, Refrigeration Line Set 50' (3/8" / 3W ) Inc 713 03185046 1 Automated Logic -United 0 Ems System, New Carrier, Beacon li Environmental Svcs 745 03144271 1 Integrated Security Security System for stores that sell gasoline Llcco 803 03265624 1 Intermetro Industries 711 V6244 Vault Shelving Unit For 24"X48" Unit For 2000 Per Corp Vaults That Can Accommodate Only 6 Units Unit 838 03265691 3 Coerp etro Industries Kit Vault 24'XW' Shelving Unit 4 Tier - Metroseal 840 03184647 2 Lancer Corporation 351TF8C3G3 3 X 5, Top Mount, 7 Pump Rack 380 Remote Air -Cooled 6' Display Case Rsc 841 06170372 1 Sanden Vendo America RSC6RA011 Series (Black / Black), Low Deck, Led Inc Lighting, 14 Adjustable Glass Shelves. W/ Top Valence Kit Intermetro Industries 24"X24" Cleaning Supply Storage 5 Tiered 24 856 03265694 1 Corp 711CS22 X 24 X 74 SheMng Unit - Finish/Metroseal Iii 100 - Supplier Prt # 711cs22 864 03150272 1 Turnkey Resources 20" Branded 7-Eleven Clock Lsi Industries Dba Lsi Tateyama Stripe Kit, 72" Cooler Stripe Set, 865 03186217 1 Gsp/Lsi Lsp Stripe, Track, End Capes & Hardware 901 03147422 1 BeeMak 10 bins and 1 pull -cart 902 03147413 1 BeeMak Store Starter Kit 911 03291576 1 Intermetro Industries 711 DCC5B W' Metro Workstation - DCC Work Station Corp Click and Collect - 30 x 60 x 74 4-1/2" Galvanized Knock Down Frame, Jamb 914 03129504 1 Mueller Door Corporation Apexx-Q Face 2", Head Face Z% Galy A60, With Reinforcement For Hardware Mounting Apexx Series 1/2" T x 36"W x 84"H Single, Color: Dark Gray, No Seals, Integrated Jamb 915 03129503 1 Mueller Door Corporation Apexx-Q Guards, ADA G.F. Window Design, No Wear Plates, Zero Maintenance Hardware With a Lifetime Warranty 925 03291562 1 Intermetro Industries 711 RC143CH COS Replenishment Cart -16"D x 38"W x Corp 60"H, 5 shelves, 6 bins 926 03291563 1 Intermetro Industries 711 RC1818K FF Replenishment Cart - 20"D x 20"W x 60"H, Corp 5 shelves, 6 bins 935 00130413 1 Heatcraft Worldwide BZS050X6CR711 Remote Condensing Unit for Cooler Vault with Refrigeration 10-12 Doors Heatcraft Worldwide Remote Condensing Unit for Freezer Vault 938 00130417 1 Refrigeration gZS022L6CR711 with 1 or 2 Doors (95 SF or less) 941 00130259 1 Heatcraft Worldwide BHS008X66R711 Remote Condensing Unit for Ice Vault with 1 Refrigeration Door Heatcraft Worldwide ADT1206E62N6 Evaporator for Cooler Vault (EF NOTE: 944 00130259 3 Refrigeration WGK Provide three of this tag for 10-12 door vaults.) 947 00130479 1 Heatcraft Woddwide LLE068BEB2N6W Evaporator for Freezer Vaults with 2 Doors Refrigeration GK 949 00130478 1 Heatcraft Worldwide LLE0418EB2N6W Evaporator for Ice Vaults with 1 Door Refrigeration GK 950 00130437 1 Heatcraft Worldwide 50021708 Hail Guard for Condensing Units #934, 935, Refrigeration 936, & 937 962 03299657 1 Marketing Alliance Group SE-51 MAG 3ft in -Line Beer Cave "Craft Beer" Fixture, 36"Wx86"Hx32.5"D 968 03299663 2 Marketing Alliance Group SE-47 MAG 9ft In -Line Beer Cave Fixture, 108"Wx86"Hx32.5"D 973 03299667 2 Marketing Alliance Group SE-58 MAG Beer Cave comer side protector kit 31.75Wx84.375"H XX1 By Quote 1 Heatcraft Worldwide Refrigeration Beer Cave Refrigeration by quote. XX2 '03299870 1 Turnkey Resources 48' Taps - Florida XX3 By Quote 1 Turnkey Resources Syrup Dispensers - Florida XX4 103299744 1 Turnkey Resources 48" Mirco Matic Unit REVIVIME "--7 CODE Compo r . ST. 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N 58 1 I MERCHANDISE r 92 14 173 11 146 ° 179 60 1 I O 6 1 /2" T-3 1 /2" 173 - - 83 81 81 81 81 81 81 81 162 COOLER VAULT 191 39 11028 92 v BACKROOM 104 I N 161 i i E- i 1 85 ------------r----- r------- -T r ��J _ I 488689'843 SALES ai__ 1LE r------- �----- 83 81 81 81 81 81 384 384 O 1/2, 845 n 61 o I' - - —11 IF 7.0 161 El ,1 q 61 61 to ,\ COz 868 - 161 F' 61 1° 884 844 28i� 61 61 v - 10'_0" Fv 159 61 --- -i v 179 - 17 i 61 61 r' � vN 159 J 61 ; OFF E 11 16 876 103 - - 886 64871 891 ---- - - - -i, 103 103 103 85 148 148 1 ® ®� ®® - -118--------- v x - JT --------------- 0 3MM 6 II II III 2 I �—------------- ---- ---- —J -------------------------- e 7 H REVIEWED FOR CODE COMPLIANCE s ST. LUCIE COUNTY I BOCC O N ^� Z fp N W W a u Y w > 'n o' 0 EF-1 SCHEDULE ITEM ORACLE QTY SUPPLIER PART NUMBER DESCRIPTION WEIGHT 1 03304401 1 Turnkey Resources p 7-11 Wrndmaster Sign Consists Of (1) 4205bkfp t4200rbgg And (2) 28441n 2 03304400 1 Turnkey Resources p 7-11 Pole Sign Consisting Of (1) X-46180 And (2) 4155in) 3 03137035 1 Display Partners 0 Rolling Banner Board System 7 03160286 1 Officemax Incorporated J40MO6476 Both store kits - dry erase board Tx2' 6 Count Red Shopping Baskets With Stand 17 Long X 12 Wide X 8.5 High (American Store 10 03240000 1 Plasticade 0 Fixtures) - (Includes Two 7-Eleven Stickers For Each Basket) 11 00804910 1 Merchandising Systems NAC3T 3 Shelf Nacho Counter Rack Inc 21 00009919 6 Adco Industries/American 09919 Stackable Conference Stool For Backroom 4.2 Distributing Company (Adco) 22 05665055 1 Lancer Corporation MC-163172 Mccann Water Booster 40 23 00044539 1 Pentair Filtration 9347-10 High Flow Plus (Fin 9347-10) Filtration System 110 Solutions Llc W/ Filters And Surge Tank, W/O; Lpa 25 00024630 1 ILancer Corporation 85-1803-020401A 10 Box, 10 Pump 2 Wide Bib Rack 480 3 Compartment Sink With Dual Drain Boards. Length 72" Width 25" height 43" Faucet holes 29 03119411 1 Turbo Air Inc TSA-3-D1-711 1 5/8" dia on 8" centers Stainless 14 ga. Type 82 304 Bowl dia. 12x19x12 / Stainless Legs & Crossbreacing. 35 00032220 1 Manufacturing InfL GR14 Gr14 Sandwich Press 120 Volt Unit Star ntcar Custom Hand Sink (Production Line) Wall 37 03145473 1 Select Stainless PL-SHS-1 Mount 10" Front To Back X 14"W X 6"D, Csa (Rpl 37994) - Supplier Prt # Model # PI-Shs-1 40 03186129 5 Lsi Industries Dba Lsi 0 7.25" X 84" Stripe With No Logo Gsp/Lsi Lsp 41 03186130 2 Lsi industries Dba Lsi 0 7.25"X 60" Stripe With Logo Gsp/Lsi Lsp Combo Serve Case, Tempered Glass, 6 Prod Sanden Vendo America Temp Zones, Programmable Temp Controller J4506170391 2 Inc HFDC With Assoc Timers, Xenon Lighting, Wire Racks, 2 Swing Open Front Doors, 2 Sliding Rear Doors. 115/1/60 Elec 47 03266434 1 Home Depot Use Inc p 6" Front Stick Vinyl Decal - Single Item Per Order 65 00052320 2 & Assoc NE-17571 Panasonic Ne-17571 1700 Watt Microwave 66 tE1emger-Rosini 66 03159318 1 Display Source Alliance 1-07881 BA Temp -Free Multi Day Unit - (Bakery Lic Rack/Banana Rack)-Overcounter Display 68 03165213 1 Kren Plastics KR6043 Heinz Condiment Rack - Prt # Kr6043 73 03180540 2 ApwMlyott Corp 21831975 Hrs-75w- 5t, Roller Grill, 208/240v Wrrruturn 147 Coat 7/11 Replaces Item # 00010770 Chili Cheese Dispenser - 8mhpde2-120v 74 00044720 1 Star Manufacturing InfL HPD2-120V Peristaltic Dispenser, Acey Kit 61 8mhpd2-711-P-K 76 00750777 1 Take A Ticket Inc ICM(I) 32 32 Game Lottery Ticket Unit 8 77 00098000 1 Curtis PCGT6300 Curtis 6-station Dispenser w lift Door 160 79 03114254 1 Tidel Engineering Lp Series 4 Tide] Series 4 Saf-BNF, no printer, tube vend 510 and storage Turbo Chef Bullet Oven, UL (KNLZ) ventless 82 03135810 1 Turnkey Resources ENC-9600-600 operation, EPA 202 test (8 hrs), internal 185 catalytic filtration, stainless steel Freezer Counter, Work Top, One Section, 27" 83 03119473 1 Turbo Air Inc MUF-28-711 SAD Wide, 7.0 Cubic Feet, Ada Model, 163 A Sneezeguard, 1 Yr Warranty Refrigerated Counter, Work Top, Left Hinge, 84 03119472 1 Turbo Air Inc MUR-28-N-IC-711 One Section, 27" Wide, 7.0 Cubic Feet, Ada 163 S Model, Sneezeguard - All Stainless Exterior, 1 Yr Warranty Refrigerated Counter, Work Top, Left Hinge, 84.1 03267606 1 Turbo Air Inc MUR-28 711S One Section, 27" Wide, 7.0 Cubic Feet, Ada 163 Model, Sneezeguard w/ 1" casters -All Stainless Exterior, 1 Yr Warranty 102 06170384 1 Sanden Vendo America 0 Impulse Series Open Air Novelty Case with 520 Inc internal condensate evaporation pan 105 03164148 1 Hoshizaki FD-1002MRJ-C Hoshizaki Cubelet Ice Maker 176 Food Warming Mobile Heated Cabinet for Click and Collect, 106 03164154 1 Equipment Company, TS-1826-7 solid SS door, RECESSED HANDLES Inc. 120v/50/60/1-ph, 10.a amps, 1300 112 03164150 2 Hoshizaki R404-3546-2 Pre -charged 35' refrigerant line set for Hoshizaki toe Maker - May need two FS30/16 soda dispenser, ADA button set-up, 113 03184646 1 Lancer Corporation 85 14816-00-711 L LED w/splash guards; no flavor shots, 620 A 30"Wx27"D bin adapter, warranty included Reach -In Freezer,One Section, 34 Cubic Feet, 119 03267603 1 Turbo Air Inc TSF-35SD Energystar - All Stainless Exterior - 2 Year Warranty Reach -In Freezer,Two-Sectton,54" Wide, 47 120 03267605 1 Turbo Air Inc M3F47-2 Cubic Feet - All Stainless Exterior - 18 Months 435 Warranty 124 07812000 1 Franke Coffee Systems A800 Bean to Cup, coffee grounds ejector, cup sensor; gloss black Intermetro Industries Single Vault Storage Shelving Unit, 18x36 - 144 03265601 2 Corp 7114183 Supplier Prt# 7114183 Intermetro Industries Single Vault Storage Shelving Unit, 18x48 - 145 03265602 1 Corp 7114184 SupplierPrt# 7114184 167 00876000 1 Melitta Cafina CT8 Cafina CT8 Bean to Cup Machine 168 00876001 1 Vitrifrigo FG14iX Two Gallon Refrigerator for CT8 Melitta 37.5 Cafina Frozen Uncarbonated Beverage, 7-Eleven, 172 03309711 1 Fbd Partnership Lp 12-2817-0023 Lemon/Tea, SS, REMOTE, Video Door (Frozen Lemonade) 174 00311054 1 Lancer Corporation 08-0470!!(200') X 14 Line Bundle Tubing (1 Unit Includes 200 Ft 3.78 At 3.78), 08-0470 220 03304849 11 Turnkey Resources 0 Bathroom Door Coat Hook By Asi 11 Gauge 304 S/S With Satin Finish Md#8425 221 03118158 1 Imageworks Display & 7111M-10HP 1Oft HP Impact Store Set - 7-Eleven Marketing Group Inc 234 00804913 6 Merchandising Systems PTR5T Pizza Thawing Rack - 5 Tier - Chrome Plated Inc Steel 235 03175092 1 Ace Mart Restaurant 7-11 PIZZA KIT Hot Food Smallwares Kit - Supplier Prt # 7-11 Supply Co Pizza Kit 237 00804912 1 Merchandising Systems PPDR Pizza Pan Drying Rack - 10 Spaces - Chrome Inc Plated Steel Wire Gage 6 238 03150273 1 Turnkey Resources p Hot Foods Dipping Sauce Rack 22" X 6"X 4"(Heinz) - 1 Per Box. EF-1 SCHEDULE ITEMI ORACLE QTY I SUPPLIER PART NUMBER DESCRIPTION WEIGHT Chicken Sandwich Kit - 1 Each 6 inch tong Ace Mart Restaurant 7-11 Chicken (COP4806beige); 2 Each squeeze Bottle 239 03195079 1 Supply Co Sandwich Kit (FMP280-1802); 2 Each Wire Grates (AAAPG8) Hardware Total Includes: Samsung 48" 245 02220040 1 AT&T Connectivity Displays(QTY 4), B533 Media Engine (Qty 4), Other (Mounts, cables and protective shields), Shipping Fees 43223108 Installation Services: Technician Services; 246 02220002 1 AT&T Connectivity Kitting & Warehousing, Project Management 43223108 247 03299546 1 Turnkey Resources Bake In Store Smallwares kit 278 03184668 1 Lancer Corporation 2025 CO2 Alert MK 10 Detector Set Part # 2025 291 03119417 1 Turnkey Resources M271400101 27"W back panel for refrigerated work -top unit 295 03262198 1 Fbd Partnership Lp 12-3003-0003 Refrigeration Lines Kit (Tpc-4 Condenser To Slurpee), Remote Install, 50" Metal Flex 297 03309654 1 Fbd Partnership Lp 12-3003-0011 Fbd Dual Remote Condenser, 230v/60hz 143 W/Metal Flex 50' 303 03164149 1 Hoshizaki URC-5F Remote Condenser For Hoshizaki Ice Maker 307 03309708 2 Fbd Partnership Lp 774 FBD 774 Remote, TTOD, No Drop, 7-Eleven 464 309 03129997 2 Fbd Partnership Lp 12-2567-0002 4 BRL Install Kit - Bulk System 311 03117101 1 New Age Industrial g 98904 Half -Sized Baker's Rack -Biscuit and Cookies 329 03309718 1 Fbd Partnership Lp 12-2474-0073 FBD 561 beverage install kit for multi flavor machine bulk sys 330 03309672 1 Fbd Partnership Lp 12-3003-0005 Single Remote condenser 341 103125978 2 Apw/Wyott Corp 21783950 Roller Grill Controller Cover for HRS-75 RG Refrigerated Condiment Station, One Section, 360 03119409 1 Turbo Air Inc MST-28-711 S-AD 27" Wide, 7.3 Cubic Feet, Sneezeguard, Ada 198 A Model - 1 Yr Warranty 376 03309720 1 FBD Partnership LP 12-V561-BU03 FBD 561, FUB Lemonade Video Door only 377 03309726 2 FBD Partnership LP FBD 774, Video Door only 378 03184648 1 Lancer Corporation 82-3633/02 Cube to nugget conversion kit 379 03184703 1 Lancer Corporation 82-6087 FS30 splash plate and splash guards and', edge kit QSIC STORE MUSIC PLATFORM (In Store Audio System: includes speakers, brackets, 380 01111000 1 Qsic media control, AVA, cabling, hardware/mounts & switch) Adco 382 03115271 1 Industries/American Stowaway Cart, 22"W x 36"L x 37-1/4"H Distributing Company 386 03299648 1 Marketing Alliance Group SE-21 MAG 6 it In -line wine fixture, 70.5W x 84"H x 18„D 393 6170404 1 Sanden Vendo America AFDC0001 Ambient Bakery Case Inc 394 3129750 1 Imagine Print Solutions SV 6ft Pop Kit Sanden 6ft Deli Case Pop Kit. Includes 1 .Inc. Frame, 1 Insert 148x18, 1 Insert 22x18 395 3129753 1 Imagine Print Solutions 3ft Pop Sanden Sanden 3ft Deli Case Pop Kit. Includes 1 Inc. Frame, 2 Insert 35x18 397 03126273 2 '.Corporation Bunn O Matip 53452:0000 Infusion Soft Heat Dual Drip Tray 398 03126267 2 Bunn O MaticCorporation51200.0101 Infusion Soft Heat, SS &Black, Coffee Brewer 74.4 399 03126268 4 Bunn O Matic Corporation 27850.0200 Infusion Soft Heat Server 12.55 405 00010735 1 Adco Industries/American " NZ Cooler Cad y Vault Dolly Handle = (Handle Only) Distributing Company handle 434 03185558 4 Bobrick 2621 Paper Towel dispenser 449 06170394 1 Sanden Vendo America 1260456 POP Kit Inc 463 0617041fliSanden Vendo America HFD 1600 Bag / Tong Holder Right Inc 466 03180542 1 ApwMlyott Corp 21858500 Bwd-75n, 208v 200w Dry Bun Warmer, , 98 Replaces Item # 00010771 467 03i80541 2 ApwMlyott Corp 21794095 Kit, Divider Hrs-75 Wide Flat Replaces Item # 170 00010772 468 03150049 1 Doyon DCOT6 Counter Top Oven 208V 472 03121004 1 Wisco Industries Inc 006 25-2-001-B 90. Wisco Unit- MODEL 690-25 w/2 DOOR W/25 LK IN BLACK CORNERS 475 03304402 2 Turnkey Resources 40502' Xlerator Hand Dryer Recess Kit 40502 476 03150276 2 Turnkey key Resources 100-EH-BP Baby Changing Table- 17 Horizontal Model Number 100-Eh-Bp 477 03136252 2 Turnkey Resources 0 Aerator Hand Dryer White, Zinc Die -Cast 17 Cover (Model XI-W) Faucet, Electronic T&S Brass Mocel No. EC3103-Vf5-Tmv-711 Checkpoint Electronic 479 03266460 4 Home Depot Use Inc p Faucet, Deck Mount, 4" Center Set, Ac/Dc Control Module -Includes: 016167-45 Flexible Connector Hose, 16" Long, 1/2"Npsm-F X 1/2"Npsm-F 002534-25 112" Npt Close 484 00099954 1 TransAct Technologies MOD9800 BOHA! Terminal and Printer Inc. 485 00099950 1 TransAct Technologies 100-15514 2.2 x 2 Removeable Labels - Packed 12 rolls Inc. percase 486 00099961 2 TransAct Technologies 100-15557 2.2 x 8 Removeable Labels- Packed 12 rolls Inc. percase 504 D0804916 1 Merchandising Systems F3WB 3-Tier Mobile Wicker Basket Display, Single Inc Sided, 4 Casters, 48"H X 21 "W X 22"D 506 03308705 1 Resco 0 Dole - Fruit Cup Merchandising Tray Waste Container, Single; Beige 27 Gallon 511 03175254 2 Wausau Tile Inc TF1892 Plastic Trash Can W/ Snuffer Pan & Sand 87 (Not For Use On Gas Island) 529 00032032 16 Turnkey Resources NZ Cooler Cady Small - Vault Dolly Kit (Pkg Of 6) (No Handle) - Supplier Prt # - Nz Cooler Caddy 530 03291536 1 Intermetro Industries' Corp 711 SGS6 72" Sink Wall System -Metroseal 532 03265637 1 Intermetro Industries 711DW185 60" Shelf System (Inside Office - Side Desk Corp Wall System) 533 03265638 1 Intermetro Industries' Corp711 DW184 48" ShelfSystem - (Above Office Desk) 534 03265639 2 Intermetro Industries 71IM23S 24"X36" Single Wall Shelf System (General Corp Use) 535 03265640 3 Intermetro Industries' 711 WS24S 24"X48" Single Wall Shelf System (General Corp Use) 551 03265670 1 Intermetro Industries 711HT36 36" Hanger Tube With Brackets For Trash Corp Bag Rolls Dispensing - Option 2 600 03164018 1 Turnkey Resources MPY8WLN-08CR T&S 8" 3-Compartment Sink Faucet T&S Brass Faucet - Gooseneck Nozzle, 602 03136254 1 Turnkey Resources B-1146 Splash Mounted (Order With Hand Sink) (Lead Free)Supplier Prt # B-1146 EF-1 SCHEDULE ITEM ORACLE QTY SUPPLIER PART NUMBER DESCRIPTION WEIGHT 627 03124320 1 Bruegmann Use Inc p Roller Glide Kit For:12 (30") Door Vault. 81 Glides (28.5" W X 26.9 D) Size: (2) 24" X 48" Tiles Brick Red Tile Ada 642 03120252 1 Turnkey Resources ADA-C-2448 Detectable / Tactile !Warning Surface Tile 24" X 48" Cast In Place Inline Dome Tactile Tile With Adhesive And Anchors 651 06170382 1 Sanden Vendo America RSC3RA007 Type II Air Cooler T Display Case Inc (Black/Black) (Center Only. No Side Panels) 654 00130388 1 Sanden Vendo America VDPTC0004 RSC3 / RSC4, Outdoor Remote Condensing Inc Unit (R404) 655 00130387 1 Sanden Vendo America VDPTC0003 Remote Vs Scroll Condensing Unit (R404) 656 06170308 2 Sanden Vendo America 1225604 RSC, Refrigeration Line Set 50' (3/8" / 3/4") Inc 713 03185046 1 Automated Logic -United 0 Ems System, New Carrier, Beacon li Environmental Svcs 745 03144271 1 Tyco Integrated Security Security System for stores that sell gasoline Llc 803 03265624 1 Intermetro Industries 711V6244 Vault Shelving Unitlfor 24"X48" Unit For 2000 Per Corp Vaults That Can Accommodate Only 6 Units Unit 838 03265691 3 etro Industries Kit Vault 24"X36" Shelving Unit 4 Tier - Metroseal Corp 840 03184647 2 Lancer Corporation 351TF8C3G3 3 X 5, Top Mount, T Pump Rack 380 Remote Air -Cooled I6' Display Case Rsc B41 06170372 1 Sanden Vendo America RSC6RA011 Series (Black / Black), Low Deck, Led Inc lighting, 14 Adjustable Glass Shelves. W/ Top Valence Kit Intermetro Industries 24"X24" Cleaning Supply Storage 5 Tiered 24 856 03265694 1 Corp 711CS22 X24X74Shelvingl,Unit -Finish/Metroseallii too - Supplier Prt # 711cs22 864 03150272 1 Turnkey Resources 20" Branded 7-Eleven Clock Lsi Industries Dba Lsi Tateyama Stripe Kit, 72" Cooler Stripe Set, 865 03186217 1 Gsp/Lsi Lsp Stripe, Track, End Capes & Hardware 901 03147422 1 BeeMak 10 bins and 1 pull -cart 902 03147413 1 BeeMak Store Starter Kit 911 03291576 1 Intermetro Industries 711DCC56 60" Metro Workstation - DCC Work Station Corp Click and Collect - �10 x 60 x 74 4-1/2" Galvanized Knock Down Frame, Jamb 914 03129604 1 Mueller Door Corporation Apexx-Q Face 2", Head face 2", Galv A60, With Reinforcement For Hardware Mounting Apexx Series 1/2" T x 36"W x 84"H Single, Color: Dark Gray, No Seals, Integrated Jamb 915 03129503 1 Mueller Door Corporation Apexx-Q Guards, ADA G.F. Window Design, No Wear Plates, Zero Maintenance Hardware With a Lifetime Warranty 925 03291562 1 Intermetro Industr es 711RC143CH COS Replenishment Cart - 16"D x 38"W x Corp 60"H, 5 shelves, 6 bins 926 03291563 1 Intermetroindustries 711RC1818K FF Replenishment Cart - 20"D x 20"W x 60"H, Corp 5 shelves, 6 bins 935 00130413 1 Heatcraft Worldwide BZSO50X6CR711 Remote Condensing Unit for Cooler Vault with Refrigeration 10-12 Doors Heatcraft Worldwide Remote' Condensing Unit for Freezer Vault 938 00130417 1 Refrigeration BZS022L6CR711 with 1 or 2 Doors (95 SF or less) 941 00130259 1 Heatcraft Worldwide BHS008X68R711 Remote Condensing Unit for Ice Vault with 1 Refrigeration Door Heatcraft Worldwide ADT120BEB2N6 Evaporator for Cooler Vault (EF NOTE: 944 00130259 3 Refrigeration WGK Provide three of this tag for 10-12 door vaults.) 947 00130479 1 Heatcraft Worldwide LLE068BEB2N6W Evaporator for Freezer Vaults with 2 Doors Refrigeration GK- 949 00130478 1 Heatcraft Worldwide LLE041BEB2N6W Evaporator for Ice Vaults with 1 Door Refrigeration GK 950 00130437 1 Heatcraft Worldwide 50021708 Hail Guard for Condensing Units #934, 935, Refrigeration 936, & 937 962 03299657 1 Marketing Alliance Group SE-51 MAG 3ft In -Line Beggr Cave "Craft Beer" Fixture, 36"Wx86"Hx32.5"D 968 03299663 2 Marketing Alliance Group SE-47 MAG 9ft In -Line Bear Cave Fixture, 108"Wx86"Hx32.5"D 973 03299667 2 Marketing Alliance Group SE-58 MAG Beer Cave corner side protector kit 31.75"W44.375"H XX1 By Quote 1 Heatcraft Worldwide Beer Cave Refrigeration by quote. Refrigeration XX2 '03299870 1 Turnkey Resources 48" Taps -Florida XX3 By Quote 1 Turnkey Resources Syrup Dispensers -Florida XX4 '03299744 1 Turnkey Resources 48" Mirco Matic Unit )V8 > O.�o 0 0 O ,E ri v C,l ® LUr N 0 N zF— w ® o 0�� C0 _ALL s W :J ^ J l.z a W�OU z r1/ U) W w LLULL o Q J U ! LLe U ry 0 �// I..1_ LL t � z WzE �Y xsv z LU J0w O_ n- U w W�� O 9i � �# � q�9rBv►p���,w N N 0 0 z o in in ~ c o- ti ¢ O N N N O W N w 0 O � c:i w o U chiQ[ GENERAL CONDITIONS: 1. THE FOLLOWING NOTES SHALL APPLY TO ALL STRUCTURAL DRAWINGS. 2. ALL DESIGN AND CONSTRUCTION SHALL BE BASED ON AND IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE, 6TH EDITION. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION, FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS; SEE THE ARCHITECTURAL DRAWINGS. 4. IF MATERIAL QUANTIITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR QUANTITY, STRENGTH OR NOTED SHALL BE PROVIDED. 5. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY WHATEVER BRACING, GUYS, TIE -DOWNS OR SHORING MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE. PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 6. iT SHALL BE THE SOLE RESPONSIBLY OF THE CONTRACTOR FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PROCEDURES. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PROCEDURES, 7. THE STRUCTURAL DRAWINGS ARE ONE DISCIPLINE OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES CONTAIN ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL REFER. TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND COORDINATE THE INFORMATION INDICATED IN THESE CONSTRUCTION DOCUMENTS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 8. ALL DETAILS, SECTIONS AND NOTES INDICATED ON THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN, 9. SPECIALTY ENGINEERED PRODUCTS A. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS WHICH SHALL BE SIGNED. AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY, SPECIALTY ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. MISCELLANEOUS STEEL 2. LADDERS 3. HANDRAILS 4. CLADDING SYSTEMS 10. DESIGN LOADS: A DESIGN ROOF DEAD LOAD: 25 PSF S. DESIGN ROOF LIVE LOAD: 20PSF C. DESIGN LIVE LOAD FOR FLOOR:100 PSF D. DESIGN WIND LOAD: 1. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), VuLT=160 MPH. NOMINAL DESIGN WIND SPEED (3 SECOND GUST), VASD=.124 MPH. 2. RISK CATEGORY: It 3. WIND EXPOSURE CATEGORY: C 4. COMPONENTS AND CLADDING WIND PRESSURE: SEE WIND LOAD SCHEDULE THIS SHT. 5. INTERNAL PRESSURE COEFFICIENTS c'- 0.18 6. WIND-BORNE DEBRIS REGION (WITHIN HURRICANE -PRONE REGIONS) A. WITHIN 1 MILE OF THE COASTAL MEAN HIGH WATER LINE WHERE VuLT IS 130 MPH OR GREATER; OR B. IN AREAS WHERE VuLT IS.140 MPH OR GREATER. 11. SHOP DRAWINGS A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR REVIEW. REPRODUCTION OF CONTRACT DRAWINGS FOR SHOP DRAWINGS WILL NOT BE PERMITTED. B. REVIEW OF SHOP DRAWINGS BY THE ARCHITECTIENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP DRAWINGS, C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE. FABRICATOR SHALL BE STAMPED BY A PROFESSIONAL ENGINEER OF RECORD IN THE STATE OF THE PROJECT LOCATION BEFORE SUBMITTING FOR REVIEW BY THE ARCHITEC'DENGINEER. THESE DRAWINGS SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF OBSERVATIONS. 12. THE FOLLOWING. SHOP DRAWINGS SHALL BE SUBMITTED: A. CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC ' C. STRUCTURAL STEEL D. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES E. STEEL OPEN WEB JOISTS AND METAL DECK F. PRE -FABRICATED METAL TRUSSES MASONRY WALL CONSTRUCTION: 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (Pm =1500 PSI). 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM G476 WITH A MAX AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. W/ SLUMP OF 8-11 INCHES. 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS. FILL ALL CELLS CONTAINING REINFORCING WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF F-W. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL (TYPICAL) UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. 6. REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS. 7. HORIZONTAL WALL REINFORCING SHALL BE STANDARD LADDER TYPE DUR-O-WAL (9 GA.) HOT DIPPED GALVANIZED AT 16" O.C. (VERTICALLY) UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 8.. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6" LAP. USE STANDARD'TAND'L' SHAPED PIECES AT INTERSECTIONS AND CORNERS. 9. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 10. PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW. FOUNDATION: 1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING RESSURE OF 2500 PSF MIN. FOR A CONVENTIONALLY REINFORCED SHALLO FOUNDATION AS RECOMMENDED IN THE GEOTECHNICAL REPORT PREPARED BY ROAMAN AND ASSOCIATES DATED JUNE 3, 2019, AAI FILE NO.19-1651. 2. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH CIVIL DRAWINGS, SPECIFICATIONS, SOILS REPORT AND THE ALLOV ABLE BEARING PRESSURE 3. ALL EXCAVATIONS AND BUILDING PADS SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN ASSUMPTIONS AND REPORT ADVERSE CONDITIONS. ! 4. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF A QUALIFIED GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. 5. FOOTING ELEVATIONS GIVEN ARE FOR THE PURPOSE OF DESIGN. SOIL BELOW FOOTING NOT MEETING DESIGN BEARING PRESSURE SHALL BE EXCAVATED TO A DEPTH OF VERIFIABLE DESIGN PRESSURE AND BACKFILLED PER SOIL REPORT RECOMMENDAT10h S TO LEVEL OF FOUNDATION BEARING. THIS SHALL BE APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER. 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AN DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTIL TIES, PIPING, ETC. 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SET11 EMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 8. BACKFILL AGAINST WALLS SHALL BE PLACED EVENLY EACH SIDE I NLESS SHORING IS PROVIDED BY THE CONTRACTOR, SHORING SHALL BE THE SOLE RESPONSIBILTY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL STRUCTURAL ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED F LL DESIGN STRENGTH. CONCRETE: 1. CONCRETE MEMBERS TO HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS: A. FOUNDATIONS, SLAB ON GRADE 3000 PSI 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING EQUIREMENTS. A. CONCRETE SLUMP SHALL BE 4 INCHES PLUS OR MINUS 1'. B. CONCRETE SHALL HAVE 2 T04 PERCENT AIR ENTRAINMENT C. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF .54. 3. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 3. CONTRACTOR SHALL SUBMIT BACKUP DATA PER CHAPTER 5 SECTION 5.3 OF ACI 318 LATEST EDITION. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BI LET STEEL CONFORMING TO ASTM A-615 GRADE 60. SUBMIT ALL REINFORCEN STEEL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRI, TION. 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. 6. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185. WELDED WIRE FABRIC SHALL BE LAPPED AT LEAST 12 INCHES UNLESS NOTED OTHERWISE. 7. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTE ON DRAWINGS 8. PROVIDE ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON DRAWINGS. 9. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCR�-JIE STRUCTURES', AND ONCRETE ACI 301 "SPECIFICATIONS FOR STRUCTURAL CFOR BUIINGS.' 10. ALL CONCRETE DETAILS SHALL CONFORM TO ACI 315 LATEST EDITON "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE.STRUCTURES" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 11. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICA - DRAWINGS FOR LOCATIONS AND SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS SLAB RECESSES, SLOPES,ECT. THESE ITEMS SHALL BE COORDINATED WITH OTHER TRADES AND INSTALLED PRIOR TO CONCRETE PLACEMENT. 12. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONR PRIOR TO CONCRETE '.. PLACEMENT. 13. BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. HOOKS SHALL BE PROVIDED AT TOP BARS AT BEAM ENDS AND SLAB EDGES.. 14. CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS, ECT AS REQUIRED TO SECURELY SUPPORT REINFORCEMENT. SUPPORT ITEMS ON EXPOSED CONCF ETE SHALL BE PLASTIC' SUPPORT REINFORCEMENT. TIPPED OR STAINLESS STEEL. IN HIGHLY CORROSIVE ENVIRONMENTS, SUPPORT ITEM SHALL BE PLASTIC. 15. THE CONTRACTOR SHALL SEAL ALL HAIRLINE CRACKING IN CONCRETE SLAB ON GRADE WITH A CRACK SUPPRESSION KIT SUCH AS LATICRETE OR APPROVED EQUAL. 16. A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP-15 LATEST ED TION' SHALL BE KEPT BY THE CONTRACTOR ON SITE. 17. ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMITTED By THE TESTING AGENCY DIRECTLY TO THE ENGINEER OF RECORD. METAL DECK: 1. STEEL ROOF DECK SHALL BE: A. FINISHED AND GAGE AS SHOWN ON ROOF PLAN AS MANUFACTURED BY VULCRAFT/NUCOR OR APPROVED EQ JAL. B MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTIT TE. ' C. ROOF DECK MUST COMPLY WITH STEEL DECK INSTITUTE STANDARDS, ALL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SI IANS. 2. ALL ROOF DECK TO BE DESIGNED, MANUFACTURED, AND INSTALLED N ACCORDANCE WITH LATEST FACTORY MUTUAL STANDARDS. STRUCTURAL STEEL: 1. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, 13TH EDITION. 2. MATERIALS: ASTM A 992, FY=50 KSI IN GENERAL. ASTM A 500, GRADE B, FY=46 KSI FOR STRUCTURAL TUBING. ASTM A 501 FY=36 KSI FOR PIPES. S ASTM A 325,.TYPE 1, FOR HIGH STRENGTH BOLTS. ASTM A 307, GRADE A, ANCHOR BOLTS. ASTM A 36, FY=36 KSI FOR PLATES, BARS, RODS, AND ANGLES.. ASTM A 563, HEAVY HEX NUTS. ASTM A 436, HARDENED STEEL WASHERS. 3. THE DESIGN OF CONNECTIONS FOR ANY PORTION OF THE STRUCTURE NOT INDICATED ON THE DRAWINGS SHALL BE DESIGNED BY THE FABRICATOR AS FOLLOWS: A, STANDARD CONNECTIONS SHALL BE USED WHERE POSSIBLE. B. ALL SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED, FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED WHERE POSSIBLE. C. UNLESS NOTED, BOLTS SHALL BE 314' DIAMETER ASTM A-325 TYPE COMPONENT AND CLADDING ROOF WIND PRESSURES (PSF) EFFECTIVE WIND AREA ROOF ZONES VASD = 124 MPH, EXP. C RISK CATEGORY II, GCpi = +l 61,k18 10 20 50 100 1 +14.6/-35.7 +13.61 +12.4/-33.6 +11.5/32.6 2. +14.6/-59.9 +13.6/53.5 +12.4145.1 +11.5/-38.7 +14.6/-90.1 +13.61-74.6 +12.4/- .2 +11.5/-38.7 N BEARING CONNECTIONS. BOLTS SHALL BE "SNUG TIGHT." 1. EDGE DISTANCE A = 5 FEET D. PROVIDE THE MINIMUM NUMBER OF BOLTS REQUIRED TO DEVELOP THE BEAM SHEAR N° NOTED ON THE CONTRACT DRAWINGS. IF THE BEAM SHEAR IS NOT NOTED, THE CONNECTIONS SHALL DEVELOP THE BEAM SHEAR V = W/2 WHERE IN IS THE TOTAL ALLOWABLE BEAM UNIFORM LOAD BASED ON LATERALLY SUPPORTED SIMPLE SPAN. MOMENTS PER TABLES LOCATED IN THE AISC MANUAL OF STEEL CONSTRUCTION, 9th EDITION, BEAMS, PAGES 2-36 THRU 2-140. 4. MEMBERS SUPPORTING DECK AT THE PERIMETER OF THE BUILDING SHALL BE CONTINUOUS EXCEPT AT EXPANSION JOINT. BUTT WELD CONTINUOUS MEMBERS PLACED END TO END. 5. STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PRIMER UNLESS THE STEEL IS TO RECEIVE SPRAY ON CEMENTITUOUS FIREPROOFING. SEE ARCHITECTURAL DRAWINGS. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED OR COATED WITH CORROSION INHIBITED PAINT. 6. STEEL COLUMNS AND BASE PLATES SHALL HAVE MINIMUM 3" CONCRETE COVER PROTECTION. OPEN WEB STEEL JOISTS: 1. ALL JOISTS SHALL BE FABRICATED WITH STANDARD CAMBER AND ERECTED IN ACCORDANCE WITH STEEL JOIST INSTITUTE, LATEST REVISION. 2. KSERIES STEEL JOISTS SHALL BE CONNECTED TO STEEL BY 1/8' WELD, 1-1/2' EACH SIDE or (2)112" DIAMETER BOLTS. 3. EXTEND LOWER JOIST CHORD AT ALL COLUMNS PER OSHA REQUIREMENTS. EXTEND AFTER DEAD LOADS ARE APPLIED. 4, HORIZONTAL BRIDGING SHALL BE AN ANGLE AT TOP AND BOTTOM, DESIGNED FOR Ur--300 OR LESS (U.N.). 5. CROSS BRIDGING SHALL BE AN ANGLE DESIGNED FOR LIr=200 OR LESS UNLESS NOTED. 6. BOTTOM CHORD OF ROOF JOIST SHALL BE DESIGNED FOR NET UPLIFT OF 22 PSF 7. UNLESS NOTED K-SERIES STEEL JOIST SHALL HAVE 2112' DEEP BEARING. WHERE STEEL JOIST OR GIRDER SLOPE EXCEEDS 1/4' PER FT., PROVIDE SLOPED BEARING. 8. ALL JOIST SHALL RECEIVE A COAT OF RUST INHIBITIVE PRIMER. FINISH JOIST PER ARCHITECT. 9. JOIST FABRICATOR SHALL HAVE A SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA SIGN AND SEAL ALL STEEL JOIST SHOP DRAWINGS, THESE SHOP DRAWINGS SHALL CONTAIN A STATEMENT CERTIFYING THAT THE STEEL JOISTS CAN SAFELY RESIST THE WIND UPLIFT FORCES AS NOTED. 10, STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED TO THE REQUIREMENTS OF THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE FOR SERIES K JOISTS. 11. MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. PROVIDE BRIDGING IN ACCORDANCE WITH SJI STANDARDS UNLESS NOTED OTHERWISE ON THE DRAWINGS. PREFABRICATED METAL ROOF TRUSSES: 1. ALL PREFABRICATED METAL TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH ANCHORS AND OR CLIPS DESIGNED BY THE METAL STUD TRUSS DELEGATE ENGINEER. 2. THE CONTRACTOR SHALL STRICTLY FOLLOW L.G.S.E.A.'S "FIELD INSTALLATION GUIDE FOR COLD -FORMED STEEL ROOF TRUSSES" FOR THE PROPER STORAGE, HANDLING AND BRACING REQUIREMENTS. 3. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH A.I.S.1. SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS LATEST EDITION. 4. BRIDGING SHALL BE DESIGNED AND PROVIDED BY THE TRUSS MANUFACTURER. SHOW BRIDGING ON THE SHOP DRAWINGS. 5. ALL WEB TO CHORD CONNECTIONS SHALL BE DESIGNED BY THE TRUSS MANUFACTURER AND SHALL BE WELDED CONNECTIONS. CONNECTIONS WITH SHALL NOT BE PERMITTED. 6. TRUSS MANUFACTURER SHALL DESIGN TRUSS TO TRUSS CONNECTIONS, TEMPORARY AND PERMANENT BRACING, SPLICES, CONNECTIONS AND OVERBUILT FRAMING. 7. FABRICATION AND INSTALLATION DRAWINGS SHALL BE APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTING TO THE ARCHITECT FOR REVIEW AND BEFORE FABRICATION. COLD FORMED METAL FRAMING (METAL STUDS AND JOISTS): 1. DESIGN, FABRICATIONS AND ERECTION SHALL CONFORM TO AISi 'SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS',LATEST EDITION. ALL METAL STUDS SHALL BE GALVANIZED. 2. ALL 43 MIL (18 GAUGE) AND 33 MIL (20 GAUGE) STUDS, JOISTS, TRACK, BRIDGING END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS. OF AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS WITH A MINIMUM YIELD OF 33,000 PSI (U.N.O.). 3. ALL MATERIAL AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING, MEETING ASTM A 653. 4. UNLESS NOTED, ALL SCREWS OR PINS SHALL BE NON CORROSIVE NO. 8-18 (D=.125').OR LARGER (DO NOT USE STAINLESS STEEL OR COPPER COATED FASTENERS).. 5. UNLESS NOTED, TRACKS SHALL BE SAME DEPTH AS STUDS OR JOISTS AND EQUAL OR THICKER GAUGE THAN STUDS OR JOISTS, TRACKS SHALL BE CONNECTED TO SUPPORTS AT 16 MAX. STUDS OR JOISTS SHALL BE CONNECTED TO TRACKS AT EACH SIDE. 6. THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING SHALL BE PLACED HALF ON EACH SIDE OF OPENING PER METAL STUD HEADER SCHEDULE ON TYPICAL DETAIL SHEET. 7. SEE FRAMING NOTES THIS SHEET. A A PLAN COMPONENT AND CLADDING WALL WIND PRESSURES (PSF) EFFECTIVE WIND AREA WALL ZONES VASD= 124 MPH, EXP. C RISK CATEGORY II, GCpi = +/ 0.18 10 20 50 100 4 +35.7/-38.7 +34.0/-37.1 +31.91-35.0 +30.4/-33.3 5 +35.7/-47.8 +34.0/44.6 +31.9l40.3 +30.4137.1 1. EDGE DISTANCE A = 5 FEET ELEVATION METAL STUD FRAMING NOTES: 1. EXTERIOR METAL STUD FRAMING: A. METAL STUDSISHALL BE: 6' X 15/8 X 18GA. METAL STUDS AT 16" O.C. B. SEE ARCH FOIL LOCATION AND EXTENTS OF NEW METAL STUD FRAMING. 2. CONNECTIONS. A. WHERE SHOWN, AND U.N.O.. PROVIDE CONT. 18 GA. METAL TRACKS. ATTACH TO STUD FLANGE EA. SIDE W/#10 TEK SCREW, TYP. B. U.N.O. STUD WEB TO STUD WEB TO WEB CONNECTIONS SHALL BE WITH (4) #10 TEK SCREWS. C. U.N.O. STUD CLIP CONNECTION TO STRUCTURAL STEEL SHALL BE WITH 3X3X3" LONG X 16GA CLIP FOR 3 5/8" STUDS AND 4X4X4" LONG FOR LARGER SIZE STUDS, W/ (4) 0.145 PAF TO STRUCTURAL STEEL, AND (4) #10 TEK SCREWS TO STUD, TYP. D. U.N.O. STUD CLIP CONNECTION TO C.M.U. OR CONCRETE SHALL BE WITH 3X3X3" LONG X 16GA CLIP FOR 3 5/8' STUDS AND 4X4X4" LONG X 16GA. (USE 14GA CLIPS FOR MARQUEE TRUSSES) CLIP FOR LARGER SIZE STUDS, W/ (4)1/4"0 X 1 3/4' EMBED. TAPCONS TO C.M.U. OR CONCRETE, AND (4) #10 TEK SCREWS TO STUD, TYP. E. U.N.O. STUD CLIP CONNECTION TO STUD SHALL BE WITH 3=3" LONG X 16GA CLIP FOR 3 58" STUDS AND 4X4X4' LONG X 16GA. CLIP FOR LARGER SIZE', STUDS, W/ AND (4) #10 TEK SCREWS TO STUD EA.. LEG, TYP. F. SEE BRIDGING AND BRACING DETAILS THIS SHEET. 4. SHEATHING: A. SEE ARCH DRAWINGS FOR LOCATIONS AND EXTENTS B. ATTACH 5/8" COX PLYWOOD TO STUDS W/ #10 X 1 112" TEK SCREWS AT 6" O.0 AT PANEL EDGES, AND AT 12" O.C. IN FIELD. AT STRUCTURAL STEEL W/ #10 SOS AT 6" O.0 AT PANEL EDGES, AND AT 12. O.C. IN FIELD. C. ATTACH 5/8" DENSGLASS TO METAL STUDS WN8 X 1-1/4" BUGLE HEAD SCREWS AT 8" O.C. AT PANEL EDGES, AND AT 8" O.C. IN FIELD. WHERE BRACING TERMINATES AT BUILT-UP JAMB OR POST, EXTEND CHANNEL INTO PUNCH -OUT. USE 2"x2"x16 GAUGE CLIP ANGLE 1-1/4" LESS THAN STUD WIDTH. ATTACH. USING (4)#10-16 SCREWS. i 1-1/2"xl6 GAUGE COLD ROLLED CHANNEL, AT 4'-0" O.C. MAX VERTICALLY GAUGE CLIP CLIP ANGLE 1!4° LESS THAN STUD WIDTH. ATTACH USING (4)#10-16 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD. TYP. LATERAL BRACING SPLICE USE: (1)12" LONG CRC INVERTED OVER CENTER OF SPLICE.w/(3)#10.16 SCREWS ON EACH SIDE OF SPLICE. WALL STUD TYPICAL LT. GAUGE LATERAL BRACING NOTE: DETAIL IS NOT REQUIRED IF BOTH FLANGES OF METAL STUDS ARE SHEATHED REVIEWED FOR CODE COMPLIANCE ST. LUCIE/�COU COUNTY BOCr, Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 850 Qj N o >~ O" U � N C> u �w�ov 3 7J l `� O O w o Av Uo J N Zw H O=) rn U C] z 0 ®0rn rn M 2 N LL srq wJ tom.'./\ Z fl- W3:OU z P9/ LLI w LL o Q UoU U _l LL �U�/ IJ_ W_ O W Z�J W Z LL \ Y / .0 V z Wow W �On- F_ w WEB 1- O Z ti n 6 Ie Q ZD ZD w n/ t F- w w w x /IIIIIIIry1 r- ���`,, ZfO ozd Go:= M 2dIw .�� O. 0� wo IL �.. 1111111 wt"" w O 0 N Z so N N Z W U O Ir 0- Q o a _ U NOI FOOTING SCHEDULE MARK SIZE REINFORCING MF15.18 i'-6". X 18' MIN. THICK X CONT. (2) #5 CONT. BOTTOM F20.12 2'-0" X 12" X CONT, (2) #5 CONT. BOTTOM AND #5 AT 48" O.C. TRANSV. BC TT. F25 2-6' X 2'-6" X 12" (2) #5 E.W. BOTTOM F50 5'-0' X 5'-0" X 12" (5) #5 E.W. BOTTOM F6030 $'-0" X 3'-0"X 16" INN` TOP AND BOTT. SHORT DIRECTION, (4)#6 TOP AND BOTT. LONG DIRECTION �� 1/4" MASONRY WALL SCHEDULE LABEL TYPE VERT. REINF. AT FULL HEIGHT SECTIONS VERT. REINF. BELOW AND ABOVE OPENINGS JAMBS EA. SIDE OF OPENING ENDS AND CORNERS Mw-1 8" C.M.U. #5 AT 4W O.C. (CENTERED) #5 AT 40" O.C. (CENTERED) 8'Xt6" FULL HEIGHT PIER W/#5 AT 8" O.C. (CENTERED) PER S201 MW-2 8". C.M.U. #5 AT 8' O.C. (EACH FACE) WA #5 AT & O.C. (EACH FACE) 19ij MW3 8" C.M.0 #5AT32"'-0.C.(CENTERED) NIA 8'Xi6'FULL HEIGHT PIER W/#5 AT 8" O.C.(CENTERED) MASONRY WALL NOTES: A.) ALL MASONRY VERT. REINF, CELLS SHALL BE FILLED W/ 3000 PSI GROUT MIX, TYP. S.) PROVIDE HORIZONTAL JOINT REINF. PER STRUCTURAL NOTES ON SOOT. FOUNDATION NOTES:. 1.) TOP OF CONCRETE SLAB ON GRADE. -0'-0" IS FOR REFERENCE ONLY. SEE CIVIL FOR NAVD ELEVATION. 2.) ® DENOTES MASONRY WALLS. ALL MASONRY WALLS ARE TYPE MW-1 UNLESS NOTED OTHERWISE ON PLAN. 3.) DENOTES METAL STUDS FRAMING, SEE ARCH FOR LOCATION AND EXTENTS, SEE SOOI. 4.) MC-1 DENOTES MASONRY COLUMN, SEE DETAIL ON S201. 5.) F-# DENOTES CONCRETE FOOTING, SEE SCHEDULE ON THIS SHEET. TOP OF FOOTING AT BUILDING EXTERIOR WALLS = 44" BELOW TOP OF SLAB. T/FTG. AT MASONRY COLUMNS = 44" BELOW LOWEST ADJACENT FINISH GRADE, MF-# DENOTES MONOLITHIC CONCRETE FOOTING, SEE SCHEDULE THIS SHEET. BOTTOM OF ALL FOOTINGS SHALL BE 18" MIN. BELOW LOWEST ADJACENT FINISH GRADE. VERIFY ALL TOP AND BOTTOM OF FOOTING ELEVATIONS W/ CIVIL AND MEP PRIOR TO FABRICATION AND CONSTRUCTION.. 6.) T.E. DENOTES THICKENED EDGE, SEE SECTION. 7.) - DENOTES C.M.U. WALL CONTROL JOINT LOCATION. SEE DETAIL ON S201. 8.) C.J. DENOTES SLAB ON GRADE CONTROL JOINT, SEE DETAIL ON S201, 9.) SEE ARCH FOR DIMENSIONS NOT SHOWN. 10.) SEE ARCH AND MEP FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 11.) SEE ARCH AND MEP FOR SLAB ON GRADE, SLOPES AND RECESSES, 12.) CENTER ALL COLUMNS AND WALLS ON FOOTING U.N.O.ON PLAN OR SECTION. 13.) G.C. VERIFY W/ARCH/MEP DRAWINGS FOR ROOF DRAIN LINES, STORM LINES, FIRE RISERS, AND SANITARY LINES, 14.) AT METAL STUD BUMPOUTS, EXTEND WALL FOOTING 3" MIN. BEYOND C.M.U. CURB, PROVIDE ADDITIONAL #5 CONT. AT 12" O.C., SEE SECTION. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 2861787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 o o g 00 U CEO\ o U oo o �43 0 a 9L4 i N O v/ N Zpi F— ® Q Q ZOO O� Q Z Cl) 2U)LL fDW J Z ED w �U)LU Umf , a U 0 J LL W U O_ W I— O U- 1 Z�J WKLL Y Z (LU m Jew z U w _OLL W0'� 1 Q 0 Z LL a ,Twit 111111,' 0 w M ...o +� ��, (" W a W * P-1-So co z 7 U F- 0 HLL i Q .�j•N CL w w 0 N Z m N O N 0 N o Z lS W m w' a '0 'O 6-0' 6-0" a'�i' 3.ty. 4'4- o-O- o-u o+, -„. 6'-0 EL = 20'-8" 1 2 1 T/STUDS $301 s3o1 bERIFYW/ARCH s3o1 (4/S301 SIM.) L, T/C. M1 ' - I I.0 =18'-8° - j ' 210q(NOTE 8,9) ' f CONDENSER,6 LB �. r wo es . ' J EL - 20'-8" TISTUDS VERIFY W/ARCH (4/S301 SIM.) CONDENSER, 105 LB , { L li - ' ' (NOTE : CONDENSER, 209 LB CONDENSER, 209 LB' 1I _ i (NOTE 8,9) (NOTE 6,9) I R. 143 LB ._ . __� __ NOTE (NCONDEN4OTE 8,9), ;.., , ' ' r . NOTE 3 CONDENSER, SKYLIGHT, TYP., - - I 317# NOTE 8,9 NOTE 10 ; .. i :- '------------_-- __T____. ___— �__-.... __---Y--- r , '�- 3. I I I I I I I r NOTE I I , N �I N HSS 6X6X5/1 �I �( 7;7 . STUB COLUMN (6/S401) M s31 I I N NI NIHSS6X6X5/l6 _ _ _ _ _ 'STUB COLUMN 6/S40 I I ( RTtI-1 it (NOTE 7,9) 1 1 Z"- j(� RTU 2 NOTLB I III ) _ _____—__ ____ — ..._.__—_ —_ t t L_----__=_----__- -___ - ___ t f -I_- ___-__--__-__�__-_ - _-__-_ _-_f-__-__-__- - - _ �1 r I i I I I I r NOTE NOTE , , r I I I I I I I I I 'II I I II I I I . r I I T/C.M.U= 18'-8" L-2 I L-3 L-i T/C.M.U=18'-8". =14'-0" -- — / T/C.M.U.=2V-8" NOTE14 NOTE 14\\\ - w o 0. ssol / s3o1 s3o1 TISTUDS T/STUDSL2 B. Ale6 / \ VERIFYW/ARCH : J I \ �. I VERIFYW/A r 1 (4/S301 SIM.) qam I I \ i S301 ROOF FRAMING PLAN L 1 /4'r = 1'-0° HSS BX6X114 (LSV)(20'-8°) (7 _. 1) _ _ — — — --- i I — — — — — — — — — — — NO`3 — — — — — — — — — — --- QY I °°I 2 2 Im G.T. Nf h I NOTE15�\� z. '. z `NOTE15 —. — — — — — T/C.M.U.=20'-8" — — — — — — — — — -� II I� 0 NOTE I --�---� I I o PRE-ENGINEERED METAL TRUSSES AT 48'O.C. MAX. THIGH ROOF FRAMING PLAN C.M.U. BOND BEAM SCHEDULE (BOND BEAMS SHALL BE FILLED SOLID WI 3000 PSI GROUT) BOND BEAM LOCATION 8' X 8" MIN. X CONT. W/ (1) #5 CONT. A) AT TOP OF PARAPET WALLS B) AT TOP OF C.M.U. KNEE WALL AT FRONT WALL C) AT TOP OF DUMPSTER WALLS A) AT JOIST BRG., BUILDING FRONT AND REAR WALLS 8" X 16" MIN. X CONT. W/ (2) #5 CONT. B) AT ROOF DECK, BUILDING SIDE WALLS, STEP AS REDD (1)TOP, (1)BOTTOM C) AT ENTRY TOWER DECK BRG. LEVEL, SEE 5IS801 D) AT TOP OF C.M.U. WALLS SUPPORTING METAL TRUSSES \� 114" = 11-01, FRAMING NOTES: 1. OPEN WEB STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE SPECIFICATION ON THE STEEL JOIST INSTITUTE. BOTTOM CHORD FOR K SERIES JOISTS SHALL BE ANGLES OR TEES. SEE STRUCTURAL NOTES FOR BRIDGING REQUIREMENTS. JOISTS SHALL BE SPACED AS SHOWN ON PLAN. 2. —= ---- DENOTES JOIST BRIDGING PER JOIST MANUFACTURER'S RECOMMENDATIONS. 3. ROOF METAL DECK SHALL BE i 1/2" TYPE B 20 GAGE GALVANIZED (VERIFY FINISH W/ ARCH) ORIENTED PERPENDICULAR TO SUPPORTS. ATTACH DECK TO STRUCTURAL STEEL JOISTS WITH 5/8"0 PUDDLE WELDS WITH USING A 3617 PATTERN AND AT 6" O.C. AT DECK EDGE, AND WITH (4) #10 TEK SCREWS SIDE LAP FASTENERS BETWEEN SUPPORTS. ATTACH DECK TO METAL TRUSSES W/ #12 TEK SCREWS IN 36/7 PATTERN AND AT 6" O.C. AT DECK EDGE, AND W/(2) #10 SIDELAPSFASTENERS BETWEEN SUPPORTS,TYP. 4. DENOTES METAL STUD INFILL FRAMING, SEE SECTIONS, SEE S001. 5. L-# DENOTES CAST-CRETE PRECAST LINTEL, SEE S401. 6. ROOF TOP MECHANICAL EQUIPMENT: PRIOR TO FABRICATION AND CONSTRUCTION, THE G.C. SHALL VERIFY QUANTITY, LOCATION AND WEIGHTS OF ALL NEW MECHANICAL EQUIPMENT TO BE SUPPORTED BY ROOF FRAMING W/ARCH, MECH, AND EQUIPMENT SUPPLIER. REPORT ANY DISCREPANCIES TO ARCHITECT AND ENGINEER. 7. RTU'S: PROVIDE L6X6 SUPPORT FRAMING PER 1/S401, REINF. JOIST PER3/S401, AND ATTACH RTU CURB TO ROOF STRUCTURE PER 2/S401. 8. CONDENSERS: PRE-ENGINEERED CONDENSER FRAME AND ATTACHMENT TO ROOF STRUCTURE BY SUPPLIER PROVIDE SUPPORT FRAMING PER 1/S401, REWF. JOIST PER 3/S401. 9. ROOF OPENINGS :SEE ARCH FOR LOCATION AND EXTENTS. AT OPENINGS, PROVIDE SUPPORT FRAMING FOR ROOF DECK PER 1/S401. 10. SKYLIGHTS :SEE ARCH FOR QUANTITY, LOCATION AND EXTENTS. PROVIDE L6X6X2g SUPPORT FRAMING AT PERIMETER OF SKYLIGHTS, PER 1/S401. ATTACH SKYLIGHT TO ROOF STRUCTURE PER SUPPLIER'S RECOMMENDATIONS 11 THE G.C. SHALL PROVIDE ROOF DRAINS AND SCUPPERS AS REQUIRED TO ALLOW FOR COMPLETE DRAINAGE OF ROOF AND CANOPY AT ALL TIMES TO AVOID PONDING OF WATER. 24" 12. AT EACH END OF LINTEL, PROVIDE 947, 24 I— EACH COURSE INTO VERTICALLY GROUTED CELL, TYP. 13. SEE ARCH FOR DIMENSIONS NOT SHOWN. 14. HSS 3X3X114 DIAGONAL BELOW ROOF DECK, ATTACH TO DECK L4X4 ANGLE EA. END W/ 3/16' FILLET WELD EA. END. ATTACH DECK TO HSS3X3 W/ 5/8"0 PUDDLE WELDS AT 6" O.C. 15. HSS 6X6X114 DIAGONAL (T/BM = 20'-8") ATTACH EA. END W/ 1/4" ALL AROUND FILLET WELD, TYP. AT G.M.U. WALL PROVIDE 16X16X1/2 PLATE EA. FACE OF C.M.U. WALL W/ (3) 5/8"0 A307 THRU BOLTS, 8" BELOW FROM TOP OF C.M.U.. WALL, TYP. ,'"�D FCC C C'4. , PLIA §.., ST., ��.: � �®UNT i.- "mac Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 tV q� U O Zw H O CO O _ 00m Z M M J J Ur wQ WIC) Z (1)w W 0 LL LLJ W F— O LL ZCOJ W Z LL \ Y °6 U � Lt1 O n z 0 W p LU A1 1 _ Z LL a fI r W rn ,`,`11111111f zzz tL uA f>s'Smiw aww 21 C"; :z rn O'. SZ zoo 7- U t0 w _ • Lu 0 — ... •� �aQ �� a w w w`5 J W O N 0 O Z N cN W N O Z W Sg a' N LU U TYP. PIPE UNDER FTG. FILL SAW CUT W/ SAW CUT CONTROL JOINT TO BE 1/4 THE SLAB THICKNES JOINT FILLER (SHALL BE WITHIN 12 HOURS) HEDULE x x x z SEE PLAN WWF ma a T.O. FOOTING (SEE PLAN) y w SAW CUT CONTROL JOINTS WWF(SEE PLAN) METAL OR PLASTIC KEY WOOD BULKHEAD FORMER NAILED TO BULK EAD (REMOVE AFTER (REMOVE AFTER FIRST POUR) x ff x �- 3000 PSI CONC. FIRST POUR) WWF (SEE PLAN) (FIRST POUR) m x x N w 3p T METAL OR PLASTIC KEY cu'n FORMER NAILED TO BULKHEAD(REMOVE SECOND POUR FIRST POUR D = (SEE ARCH) AFTER FIRST POUR) T= (SEE PLAN) SLAB CONSTRUCTION JOINT TYP. DEPRESSED SLAB DETAIL 1 N.T.S. S201 DETAIL 2 N.T.S. S201 NOTE: THE CONTRACTOR MAY ELECT TO PLACE GROUT IN 8'-0" LIFTS PROVIDING THAT THE SLUMP OF THE GROUT IS BETWEEN 10" AND 11" WHILE THE MINIMUM COMPRESSIVE STRENGTH OF THE GROUT IS MAINTAINED AT 3000 PSI AND THERE ARE NO INTERMEDIATE REINFORCED BOND BEAMS PLACED BETWEEN THE TOP AND BOTTOM OF THE POUR. INSPECTION HOLES SHALL BEAT 4'- O.C. CONTRACTOR SHALL BRACE WALL AS REQUIRED DURING GROUTING PROCEDURES. DETAIL 3 N.T. s. !01 VERTICAL REINFORCING BAR IN GROUTED CELL EACH SIDE RAKE JOINT & OF JOINT. REINFORCING TO CAULK EA. SIDE MATCH TYP. WALL REINFORCEMENT STOP POUR 1 1/2" BELOW TOP OF UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR. •-! -- NOTE :FILL ALL BLOCK MAXIMUM HEIGHT OF POUR IS 24'-0^ MAX. HEIGHT OF LIFT IS 5'-0^. WAIT 3 TO 5 MIN. NOTE: FILL ALL BLOCK CELLS WITH 3000 P.S.I. AND CONSOLIDATE WITH FLEXIBLE CABLE CELLS WITH 3000 P.S.I. PREMOLDED GROUT BELOW GRADE VIBRATOR. POUR SUCCEEDING LIFTS GROUT BELOW GRADE LAY UP NEXT4'-0" OF WALL RUBBER INSERT AFTER WAITING 15 TO 60 MIN. AFTER LOWER SECTION IS PO RED RECONSOLIDATE EACH LIFT BY VIBRATING SEVERAL INCHES INTO THE PRECEEDING NOTE: LIFT. CONSOLIDATION OF A.LIFT AND STOP LIFT 1 1/2" BELOW TOP DISCONTINUE HORIZ PRECEEDING LIFT MAY BE PERFORMED AT OF UNIT TO CREATE SHEAR KEY. REINF. AT JOINT DOWELS MATCH THE SAME TIME. DOWELS MATCH PLAN VIEW WALL VERT. REINF. WALL VERT. REINF �\ PROVIDE 48 BAR DIA. PROVIDE 48 BAR DIA. MAXIMUM LIFT = 4'-0" LAP SPLICE GROUT TO CONFORM TO ASTM C476. LAP SPLICE CMU WALL CONTROL JOINT DETAIL MAX. SIZE AGGREGATE = 3/8". SLUMP'- = 8^ TO 10". DO NOT USE SAME MIX AS NOTES: CMU WALL SEE - Cl WALL SEE GROUT TO CONFORM TO AST C476 FOR TIE BEAMS. PLAN NOTES PLAN NOTES MAX. SIZE AGGREGATE = 3(8'. 1: SAW CUT BOND BEAMS, TIE BEAMS 1"DEEP TO CONTINUE WALL SLUMP = 8" To 10". DO NOT US CONTROL JOINT TO TOP OF WALL. SAME MIX AS FOR TIE NOT PROVIDE 41/2"X410 MIN. CLEAN 2.- CONTROL JOINT SPACING IS NOT TO EXCEED 26-V O.C. IN WALLS WITH MORE OUT AND INSPECTION HOLE. THAN 25'-0" OF UNITERUPTED MASONRY. REFER TO DWGS. FOR SPECIFIED STANDARD ACI STANDARD ACI LOCATIONS AS NOTED THUS HOCK HOOK " - }� T/FTG T-yy— 3: CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. e tr SEE PLAN a <. 7 SEE PLAN a NOTE: DO NOT GROUT UNTIL MORTAR - - DETAIL 8 4 HAS SET SUFFICIENTLY TO WITHSTAND 4 NOTE: DO NOT GROUT UNTIL THE PRESSURE FROM THE GROUT. MORTAR HAS SET SUFFICIEll TLY N.T.S. S201 WAIT NOT LESS THAN 24 HOURS. TO WITHSTAND THE PRESSURE TYPICAL HIGH LIFT TYPICAL LOW LIFT FROM THE GROUT. WAIT No LESS THAN 24 HOURS. CMU GROUTING CMU GROUTING DETAIL 7 N.T.S. S201 WINDOW, SEE ARCH BOND BEAM PER SCHEDULE ON S102 .�j T/C.M.U�"ILL SEEP PLAN i . C.M.U. WALL, SEE PLAN AND SCHEDULE DOWELS SHALL MATCH WALL VERT. REINF. PROVIDE 48 BAR DIA. LAP SPLICE, TYP. 1/2' ISOLATION JOINT, 1/2" ISOLATION JOINT, TYP. TYP. FINISH GRADE, SE CONC. SLAB ON GRADE, SEE PLAN CIVIL T/SLAB x _ % SEE PLAN VAPOR BARRIER SEE PLAN. gIl T/FOOTING SEE PLAN NOTES CONC. FOOTING, SEE PLAN AND SCHEDULE PREPARED SUB -GRADE PER DOWEL HOOK W/ 8" EMBED GEOTECHNICAL ENGINEER'S AND 8" HORIZONTAL, TYP. RECOMMENDATIONS NOTE: FILL ALL BLOCK CELLS ' BELOW GRADE WITH 3000 P.S.I. GROUT, TYP. SECTION 12 3/4" =1'-0" S201 2' O" o 3'-6• NOTE: `V (2)84 c INSTALL BELOW UPPER LAYER CORNER BARS MATCH (CTR ON CORNER) OF SLAB REINFORCING SIZE AND QUANTITY OF SEE NOTE ABOVE LARGER BAR IN FOOTINGS, SLAB EDGE WALLS AND BEAMS V-6- LAP (TYP.) CORNER BARS) DETAIL N (X 6'-0" (CTRTR ON CORNER) FTG. REINFORCING 1'-p" SEE NOTE ABOVE a _ (SEE TYP, SECT.) _ x J s INTERSECTION BARS MATCH SIZE AND QUANTITY SEE PLAN FOR ADD'L SLAB REINS FTG. DEPTH OF LARGER IBM IN FOOTINGS, (SEE TYP. SECT.). WALLS AND BEAMS _ INTERSECTION BARS) DETAIL TYP. STEPPED FTG. TYPICAL BAR DETAILS TYP. SLAB CORNER REINF. ~ 0 ~ v QN OO U U 01 01 \O \O c g A- t` a kn oo w � FTI DETAIL 4 DETAIL 5 DETAIL 6 V N.T.S. (S201 N T G S201 _ U REINF. GROUTED CELLS PROVIDE PREFAB.'L' PROVIDE PREFAB. S' JOINT REINFORCING JOINT REINFORCING AT AT ALL CORNERS ALL INTERSECTIONS PARTIAL PLAN 1HL TYPICAL CMU WALL DETAILS DETAIL 9 N.T.S. S201 I I I STOREFRONT SEE ARCH I I I I I C.M.U. WALL BEYOND, SEE I I PLAN &SCHEDULE I I I j CONT. THICKENED EDGE W/(1)#4.CONT. 1/2' ISOLATION JOINT AT 112" ISOLATION JOINT, I SIDEWALKAND TYP. PAVEMENT, TYP, FINISH GRADE, SEE I I SEE PLAN B ON GRADE, FINISH GRADE, SEE CIVIL Ili CONC. SLAB ON FINISH GRADE, SEE CIVIL CIVIL I I GRADE, SEE PLAN OILTISLAB -�T/SLAB • X — x — X SEE' PLAN • x.. x _ x SEE PLAN ao VAPOR BARRIER `t 1 VAPOR BARRIER SEE PLAN. 1/7ISOLATION 1 S 1/2' ISOLATION JOINT, SEE PLAN - TYP. TlFOOTING JOINT, TYP. EXTEND VERT. DOWEL 6" SEE PLAN NOTES CONCRETE THICKENED INTO THICKENED EDGE, EDGE W/(2)#4 CONT.TYP. r— M CONC. FOOTING, SEE PLAN - PREPARED SUB -GRADE. PER AND SCHEDULE GEOTECHNICAL ENGINEER'S 3" ,i// ii / i RECOMMENDATIONS A_ FILL COLUMN SOL 3000 PSI GROUT, I M L M� PfEPARED SUB -GRADE PER 3 DOWEL HOOK W/ i EMBED GEOTECHNICAL ENGINEER'S tLi AND 8" HORIZONTAL, TYP. R COMMENDATIONS STANDARD ACI HOOK, TYP. NOTE: FILL ALL BLOCK CELLS BELOW GRADE WITH 3000 P.S.I. GROUT, TYP. SECTION 13 SECTION 14 SECTION 15 3/4" = V-0" S201 3/4" = 1'-91 S201 3/4" = 1'-0^ S201 N.T.S. 5201 U U C.M.U. WALL, SEE PLAN AND SCHEDULE DOWELS SHALL MATCH WALL VERT. REINF. PROVIDE 48 BAR DIA. LAP SPLICE, TYP. 112" ISOLATION JOINT, 1/2" ISOLATION JOINT, TYP. ` TYP. 8 FINISH GRADE, SE CONC. SLAB ON GRADE, CIVIL PLAN _ T/SLAY � x _ xSEE PLAN \/.\ VAPOR BARRIER g (4)#6 VERTICALS W/ SEE PLAN. #2 TIES AT 8" O.C. } T/FOCTWG s SEE PLAN NOTES .3 IL s CONIC. FOOTING, SEE PLAN ANOSCHEDULE L . NOMINAL PREPARED SUB -GRADE PER .I MC-1 DETAIL DOWEL HOOK W/ 8" EMBED AND S"HORIZONTAL, TYP. GEOTECHNICAL ENGINEER'S RECOMMENDATIONS (TOP. COLUMN = T/C.M.U. WALL) NOTE: FILL ALL BLOCK CELLS BELOW GRADE WITH 3000 P.S.I. GROUT, TYP. 3 DETAIL 1p SECTION 11 S201 3/4" = V-0" - S201 0 s SEE ARCH E HORIZ METAL STUD TIE BACKS TO BLDG. C.M.U. WALL AT - 48" O.C. MAX. . CLIP CONNECTION PER S001, TYP. 0 b + ++ 0 a + +I + + (4) #10 TEK SCREWS, TYP. ( I a -MASONRY COLUMN, SEE PLAN I CLIP CONNECTION PER S001 TYP e AND DETAIL METAL STUD FRAMING ` SEE ARCH, SEE S001 I I CONT. METAL TRACK,SEE S001 ````��&�� 0 G �JY� w m SHEATHING SEE ARCH, I _ E �� '• ..y z m SEE 5001 I I �� ,`P : fir, 1000 Gj. Gj� L'-.6 -DOWELS SHALL MATCH COLUMN CONT. 8"X8' C.M.U. BOND I I N : Z- O O; ¢ w w _Li J rn CO W VERT. REINFORCING. PROVIDE BEAM REINF W/(I)#5 CONT. I SEE 91/S209 FOR ADDITIONAL FRAMING _ ' U - z w 36' MIN. LAP SPLICE, TYP.. GROUTED SOLID, TYP. I I INFORMATION NOT SHOWN FOR CLARITY vOp p '` Q w 1/2" ISOLATION JOINT, a A�:�• ��i�1i TYP. + + + + ............ LL ', o FINISH GRADE, SEE /RO,``` a CIVIL z' T/SLAB SEEP N x —x m C.M.U. SOLID, CURB GROUTED PROVIDE VAPOR BARRIER #4 VERT. AT EA. END AND AT 24^O.C,. SEE PLAN. w TYP. T/FOOTING 19 MIN. SEE PLAN NOTES EXTEND FOOTING AT —�- METAL BUMPOUT, o T/FOOTING SEE PLAN SEE PLAN NOTES ;.; CONC. FOOTING, SEE PLAN AND SCHEDULE 3" . \//. L PREPARED SUB-GRADEPER CONC.FOOTING, SEE PLAN STANDARD ACI HOOK, TYP GEOTECHNICAL ENGINEER'S � AND SCHEDULE RECOMMENDATIONS- o NOTE: FILL ALL BLOCK CELLS BELOW GRADE WITH 3000 P S I PREPARED �EVIEVVpm O GEOTECHNICAL ENGNEERS DE PER GROUT, TYP. CODE CO M PLI.AN RECOMMENDATIONS SECTION 16 S [ • LU V I E', OO U TY 1 3/4„ = 11-01, S201 BOCC o HIGGEMOTHAM 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 w u� LU Z N 0 O Z al� ~ N N W W N Q w Q a_ 0 cl U 6' MIN. THICK CONCRETE SLAB ON GRADE REINF. W1#4 AT 12" O.C. MAX., MID -DEPTH, ON PREPARED SUB -GRADE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 2 5202 VERIFYW/ARCH DUMPSTER WALLS ARE TYPE MW-3 Q SEE SCHEDULE ON 6101 W02 r------ 1 ,_. -'�--------- MF15.18 .. --- ---�-- h B=S�EEARC H - .T/SLA SEEP S101 NOTE 11 ILL I. C.J., NP. �I 1 f L— --MF15-18-- J 3 SN2 1'4" 10'_4„ 2'-0". 10' 4" VLKWr VtKIVY W/AKCH VERIFY VERIFY W/ARCH VERIFY W/ARCH W/ARCH W/ARCH DUMPSTE 1/4" = 1'-0" R PLAN 8'XB' C.M.U. BOND — BEAM W/ (1) #5 CONT., GROUT SOLID C.M.U. WALL, SEE PLAN SCHEDULE DOWELS SHALL MAT( WALL VERT. REINF. PROVIDE 36' BAR DIA LAP SPLICE, TYP. 1/2" ISOLATION JOINT FINISH GRADE, SEE CIVIL #5 x 30• LONG DOWELS AT 12' 0.( DRILL AND EPDXY 6' INTO CONC. THICKENED EDGE, NP STANDARD ACI HOOK, CONC. SLAB ON GRADE, TYP, SEE PLAN FINISH GRADE, SEE CIVIL TISLA SEE PLAN o MONOLITHIC CONCRETE FOOTING, SEE PLAN g• AND SCHEDULE CLR. PREPARED SUBGRADE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS � U STANDARD ACI HOOK, NR J2 MONOLITHIC CONCRETE FOOTING, SEE PLAN g AND SCHEDULE CLR. PREPARED SUBGRADE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS SECTION 6102 1 3/4"=1'-D" i CONC. SLAB ON GRADE, SEE PLAN T.1L/SLAB. - -4SERE PLAN REVIEWED FOR CODE CO PLI N"OX ST. LUCIE COUNTY BOCC HIGGENBOTHAM Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 1850 o aU �N U 06 • U 11.0 0 • o V F CN 0 '14 > 0 V)N N Zw OQ z o wI Opoa M I—g� �w Z LLI_a. WHO (q LU a. LU CZ) U J LL W U IY LU a H O U_ 1 z= W?LL \\ ]C /060 LU �IXW a W Wig 1 00 �zLL a. w rn w it N 0 LU N Z W LULU o ¢ 0 LUQ LU w V _ a o o c-) S202 TiC.M.U. SEE PLAN JOIST TO EMBED 3li6 PLATE JOIST BRG. SEE PLAN Y 5X10X3/8" EMBED PLATE W/ (2) 5B"0 X 5" H.S., TYP. SEE DETAIL AIS301 CONT. C.M.U. BOND BEAM, SEE SCHEDULE ON S102 CONT. C.M.U. BOND BEAM, SEE SCHEDULE ON S102 - L4x4xl/4xCONT. W/ 5/8"0 X 4" EMBED HILTI KWIK BOLT 3 EXP.: BOLTS AT 24" O.C. IN GROUTED CELLS, PROVIDE 4" MIN. EDGE DISTANCE TO TOP EDGE OF GROUT, TYP. METAL DECK, SEE PLAN. ATTACH TO ANGLE W/ 5/8"0 PUDDLE WELDS AT T O.C., TYP. T/C.M.U. SEE PLAN „S SEE 1IS301 FOR ADDITIONAL FRAMING INFORMATION NOT SHOWN FOR CLARITY JOIST BRG. -" \V SEE PLAN ISTEELJOIST, SEE PLAN '.. �- C.M.U.C.M.U. .M.U. WALL, SEE PLAN AND SCHEDULE WALL, SEE PLAN AND SCHEDULE SECTION IIN SLRC L 3/4"= V-O" / 01 PRECAST LINTEL,. SEE PI AN AND SCHEDULE PRE-ENGINEERED METAL ROOF TRUSSES II SEE PLAN -- - - STOREFRONT, SEE ARCH METAL DECK, SEE PLAN. ATTACH TO CONT. SHEET W/ #12 TEK SCREWS .. AT 6" G.C., TYP. SECTON 2 2" S301 TYR 1/8 3/4" = 1,_0" 2" CONT. 16GA METAL 118 SHEET W/ (2) #12 TEK SCREWS AT TOP CHORD, AND (2) #12 TEK SCREWS AT BOTTOM CHORD, AT EA. TRUSS, TYP. SHEATHING, SEE ARCH, SEE 5001 5 EMBED PLATE W/ (2) 5/8"0 X 5" H.S., TYP. SEEEE DDT DETAIL AI5301 \ CONT. C.M.U. BOND BEAM, SEE SCHEDULE ON S102 C.M.U. WALL, SEE PLAN AND SCHEDULE l PRE-ENGINEERED CANOPY W/ TIE -BACKS AND THRU BOLT 0 LI CONNECTION TO C.M,U. WALL BY SUPPLIER. SUBMIT SHOP I a, DRAWINGS AND CALCULATIONS %aI � FOR REVIEW B/LINTEL, .' VERIY FYW/ARCH PRECAST LINTEL, SEE PLAN AND SCHEDULE I I OUTLINE OF MASONRY " I. COLUMN, SEE PLAN I I tiS A i y SECTION 5 3/4" = V-0" 5301 SEE PLAN - _--_T TIC .M.U. PRE-ENGINEERED METAL ROOF TRUSSES 5X10X3/8" EMBED PLATE W/ SEE PLAN (2) 5/8"0 X 5" H.S., TYP. METAL DECK, SEE PLAN. ATTACH SEE DETAIL A/S301 TO CONT. SHEET W/ #12 TEK SCREWS \� CONT. C.M.U. BOND BEAM AT 6" O.C. TYP SEE SCHEDULE ON S102 TYP T C NT. 16GA METAL 1/8. SHEET W/ (2) #12 C.M.U. WALL, SEE PLAN T�K SCREWS AT AND SCHEDULE TOP CHORD; AND (2) #12 TEK SCREWS AT B TTOM CHORD, AT E. TRUSS,TYP. L4x4xll4XCONT. ATTACHED W/ 5/8' DIA. X 4" EMBED HILTI KWIK BOLT 3 EXP. BOLTS AT 24" O.C, PROVIDE 4" MIN. EDGE DISTANCE . SHEATHING, SEE ARCH, - - - TO TOP AND BOTTOM EDGES OF GROUT, TYP. SEE S001 ` METAL DECK, SEE PLAN. ATTACH TO CONT. ANGLE EA, END W/ 5/8"0 PUDDLE - 5X10X3/8" EMBED PLATE W/ WELDS AT 6" O.C., TYP. (2) 5/8"0X 5" H.S., TYP. SEE DETAIL AIS301 L441%GONT. ATTACHED W/ 5/8' DIA - X 4" EMBED HILTI KWIK BOLT 3 EXP. BOLTS CONT. C.M.U. BOND BEAM, @ 24" O.C, PROVIDE 4" MIN. EDGE DISTANCE SEE SCHEDULE ON S102 TO TOP AND BOTTOM EDGES OF GROUT, TYP. JOISTJOIST B SEE PLAN C.M.U. WALL, SEE PLAN AND SCHEDULE SEE 1IS301 FOR ADDITIONAL FRAMING - CONT. C.M.U. BOND BEAM, INFORMATION NOT SHOWN FOR CLARITYCONT. SCHEDULE ON S102 B/LINTEL VERIFY W/ ARCH '.. PRECAST LINTEL, `-PRECAST LINTEL, SAND SEE PLAN AND SCHEDULE SCCHEDULHEDUL E STOREFRONT, SEE ARCH TEL VERIY VERI FYW/ARCH SECTION 6 3/4" = 1'-0" S301 + — — — ++I HORIZ. METAL STUD TIE -BACK TO OM.U. WALL AT TOP OF STUDS, AT TOP OF C.M.U. WALL, AND AT 48" O.C. MAX. + + T/C.M.U. I+ - - - SEE PLAN I I CONT. C.M.U. BOND BEAM, METAL STUD FRAMING I I SEE SCHEDULE ON S102 SEE SOOt SHEATHING, SEE ARCH, SEE S001 L4x4x1/4XCONT, W/ 5/8"0 X 4" EMBED HILTI KWIK BOLT 3 EXP. BOLTS AT 24" O.C. IN GROUTED CELLS, PROVIDE 4" MIN. EDGE DISTANCE TO TOP EDGE OF GROUT, TYP. METAL DECK, SEE PLAN. ATTACH TO ANGLE W/ 5/8'0 PUDDLE WELDS AT 6" O.C., TYP. DECK VAR ESLEV. CONT. C.M.U. BOND BEAM, SEE SCHEDULE ON S102 C.M.U. WALL, SEE PLAN AND SCHEDULE SECTION 3 3/4" = V-0" S301 STEEL JOISTS, SEE PLAN CLIP CONNECTION —� PER Si TYP. (4) #10 TEK SCREWS, TYP. - T/ST� +. + SEEPIAN + +I CLIP CONNECTION PER S001, TYP. 4 fi I * + T/C.M.U. SEE PLAN SEE 113111 FOR ADDITIONAL FRAMING INFORMATION.NOTSHOWNFORCLARITY SEE ARCH SECTION 4 10" 2„ 6" 21' 3/4" =1,_0„ ssol cV N METAL STUD INFILL FRAMING, SEE PLAN, SEE S001. ATTACH N TO CONT. TOP AND BOTTOM 6 TRACKS W/(I)#10 TEK SCREW N DETAIL A EA. FLANGE, TYP. SHEATHING, SEE ARCH, 1 "-1 0 S301 SEE S001 CONT. I6GA, BOTT. TRACK, ATT TO METAL ROOF DECK W/(2) #12 TE SCREWS AT 17 O.C., ATTACH CONT. I I 16GA TOP TRACK TO STEEL BEAM W/ - (2) 0.145 PAF'S AT 1T O.C., TYP. PRE-ENGINEERED METAL ROOF TRUSSES SEE PLAN METAL DECK, SEE PLAN. ATTACH TO CONT. SHEETW/#i2TEK SCREWS AT 6" O.C., TYP. 2" TYR 1/8 CONT. 16GA METAL SHEET W/ (2) #12 TEK SCREWS AT TOP CHORD, AND (2) _ #12 TEK SCREWS AT BOTTOM CHORD, AT EA. TRUSS, TYR - SEE PLAN SEE PLAN. TIC .M.U. T/BM. SHEATHING, SEE. ARCH, SEE S001 + + HSS BEAM, SEE PLAN METAL STUD FRAMING I + + SEE S001 CONT.I8GA. TRACK, SEE S001 SHEATHING, SEE ARCH, SEE S001 I I CLIP CONNECTION L4x4xll4xCONT. ATTACHED W/ 518" DIA X 4" EMBED HILTI KWIK BOLT 3 EXP. BOLTS @ 24" O.C, PROVIDE 4" MIN. EDGE DISTANCE TO TOP AND BOTTOM EDGES OF GROUT, TYP. METAL DECK, SEE PLAN. ATTACH TO CONT. ANGLE EA, END W/ 5/8'0 PUDDLE WELDS AT 6' O.C., TYP. PER S001, TYP. SECTION 7 314" = V-0" S301 o U U QN OO r r .�•� R O O U METAL ROOF DECK, SEE PLAN DECK ELEV. VARIES STEEL JOISTS STEEL JOISTS, SEE PLAN SEE PLAN SECTION 8 3/4" = l'-O" 5301 METAL STUD INFILL FRAMING, SEE PLAN, SEE S001. ATTACH TO CONT. TOP AND BOTTOM 6' TRACKS W/(1)t#10 TEK SCREW EA. FLANGE, TYP. I I CONT. 18" WIDE MIN. X 16GA. SHEATHING, SEE ARCH, METAL SHEET ATTACH TO METAL SEE 5001 I. I ROOF DECK W/(3)#12 TEK SCREWS AT 12" O.C. CONT. 16GA.BOTT.TRACK ,ATTACH TO ONT. METAL SHEET W/(2) #12 TEK SCREWS AT ITO.C., ATTACH I ( METAL ROOF DECK, SEE PLAN CONT. 16GA TOP TRACK TO STEEL BEAM W1(2) 0.145 PAPS AT 1T O.C., I TYP.I 1 1 i REVIEWED F SECTI�+ �—STEEL JOISTS, CODE COMPLIANCE ON 9 SEE PLAN ST. LUCIE COAT 3/4' = 1'-0" S301 g^fig/gyp ®/q_g/q_ -'" ^cP C C 4 • • • 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 U) o N ZW F-- OQ Z O 0 0 p rn Z m M CO U_ (Ilw—' v_ Z a LL J 0 Z A/ � LIJ z 1 1_ C) U0)C) U_ LU NUN 0. �.�..� ^ I — I—/ 01 O Z C7 W ZLL \\ Y /.6(W.) WOW U w F- 1 pO �ZLL n f.� J w w F w x w cn N0 z N N O Z W m IW O N LU -� Q�j a p o v FOR SIZE AND LOCATION OF REQUIRED ROOF OPNG.. SEE MECHANICAL DWGS. AND OR HVAC MANUFACTURER 1/4 3 SIDES, TYP. COPE 3' TYP. XPNI 114 TYP J J TABLE SPAN LSIZE UP TO V-V AND EQUIP. <500# L4x4x3/8 ,V-1"TOG-O"AND EQUIP.<500# L5x3x3/8(LLV) 6'-1"TO G-O" AND EQUIP. 5500# , L5x5x3/8 8'-1'TO IQ -OF AND EQUIP.< 500# L6x6x3/8 EQUIP. >500# L6x6x3/8 SEE TABLE 1 L6X6 PER TABLE FOR EQUIPMENT > 500# OTHERWISE EQUIPMENT <_ 500#, TYP. ROOF OPENING USE ANGLE SIZE PER TABLE HVAC EQUIP. SUPPORT FMG. DETAIL 1 N.T.S. S401 VERT. REINF. SEE FOUNDATION PLAN NOTES. (2)#5 CONT.. N N (1) #5 CONT. USHAPED PRECAST CONCRETE RTU BY SUPPLIER, SEE MECH. MOUNTING FRAME AND PRE -FABRICATED ''. CURB BY SUPPLIER '. METAL DECK, SEE PLAN 16 GAUGE x 2" WIDE GALV. STEEL HOLD-DOWN STRAP W/ (3) #12 TEK SCREWS INTO UNIT MOUNTING FRAME, — — — — — — — — — — — — — CURB &ANGLE SUPPORT- INSTALL STRAP @ 12" O.C. MAX. L 6X6 JOISTS SEE PLAN NEW L2X2X3/16 X-BRIDGING (2 ROWS BOTH SIDES) j NOTES:. 1. 8' PRECAST LINTELS BY CASTCRETE CORPORATION OR APPROVED EQUAL. 2. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS, 3. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 4. PROVIDE 4" MINIMUM BEARING EACH END. 5. EXTEND REINF. 16" MIN. BEYOND OPENING EA. END, TYP. L-1 LINTEL '.. (8F16-16/21) VERT. REINF. SEE FOUNDATION PLAN NOTES. VERT. REINF. SEE FOUNDATION (2) #5 CONT PLAN NOTES. •� (2) #5 CONT. (2) #5 CONT 0 w 0 (2) #5 CONT (2) #5 CONT. y (1) #5 CONT (1) #5 CONT. �t L-2 U-SHAPED PRECAST CONCRETE L-3 USHAPEDPRECAST CONCRETE LINTEL LINTEL (8F24-1B/2T). (8F32-18/2 8" PRECAST SCHEDULE DETAIL 5 N.T.S. 5401 DETAIL 2 NS.S. S401 CONCENTRATED LO ANGLE JOIST L 3X3X1/4' EA. SIDE @ JOIST GIRDER L 2X2X1/4" EA. SIDE @ K-JOIST J NOTE: WHERE DISTANCE FROM PANEL POINT DOES NOT EXCEED CONCENTRATED LOAD 5' FOR JST. GIRDER OR W FOR BELOW JOIST K-JOIST, STRUC. IS NOT NEEDED, CONCENTRATED LOAD SUPPORT DETAIL FOR LOADS @ OTHER THAN PANEL POINT LOCATIONS DETAIL 3 N.T.S. 5401 HSS 6X6 STUB COLUMN, SEE PLAN I I ROOF METAL DECK, SEE PLAN I 1 I 1 I 1 I 1 STEEL JOIST, SEE PLAN STEEL JOIST, SEE PLAN 'X-BRIDGING' EA. SIDE OF POST, L2x2x1/4ATTACH W/ALL AROUND ;^ FILLET WELD, EA. END, TYP. �, v I I I I I 1 N L3x3x1/4 EA. SIDE OF POST AT TOP AND BOTTOM CHORD OF JOISTS. ATTACH TO JOIST EA. END W/ 3/16' ALL AROUND FILLET WELD, TYP. DETAIL 6 3/4' = 1'-0" S401 3 BEAM V PLAN NO 1/4" CAP PLATE, TYP. HSS BEAM, STEP LOCN. 8^ F_ CONT. REBAR AT STEP 9 REINF. -ES '""'• VERLA 8" 24' MIN. #5 X I AT STEP OVERLA #5 X f AT STEP BOND BEAM V 24" PER PLAN NO STEP LOCN. BOND BEAM STEP DETAIL DETAIL 4 3/4" = 1'-0' S401 V/ REINF. TES SEE PLAN 1/4 TYP. 16. - 16X16X3/8 PLATE EA, SIDE TMSS 6" 6" 4" OF WALL W/(3) 1/2"0 A307 ------------------------- SEE PLAN THRU BOLTS, TYP. T/BEAM T/C.M.U. SEE PLAN SEEP PLAN I I ) 1/4 TYP. HSS6X6BEAM, --�—� - HSS COLUMN, ; SEE PLAN SEE PLAN 1 I - 1 I � 1 1 1 I 1 I TYR 1/4 I I 1 1 I i 1 ) III DETAIL 7 DETAIL 8 3/4" _ 1'-0" S401 3/4" = l'-O" S401 NOTE: SURROUNDING FRAMING NOT SHOWN FOR CLARITY REVIEWED FOR CODE CO PLI �ACW ST. LUCIE COUNTY BOCC Structural Engineers 3222 Corrine Drive, Suite F Orlando, Florida 32803 Phone: 407 286 1787 Fax: 407 286 2281 FLORIDA C.A. NO. 26850 / � o 4" M a 0 N U. 0 N Zw H— O00 Q Z O �CY) O�q) Z M Q co J _3 2 co LL w J z m Wao z W rn w CL UOQ J U 0 eLL W U�/ Of LLJ LL. O L _ L S z�_j WZLL C) U LL W LU i � _ z J O o ~ I~I.I Z w tY ~ t= w 1 0 w Q ~ZLL �t`t, I r- .........���QI w0 Z ro :z 0 0 I �/ �• •' .yam ' LU ap TT J //jIf1I11t51tt a a w N N 0 O z co N O N p N Z w m O LU a o o � SPECIALTY PLUMBING FIXTURE SCHEDULE TAG FIXTURE MODEL DESCRIPTION NOTES WHA WATER HAMMER ARRESTOR SIOUX CHIEF 652-A CONFORM TO PDI A WH-201, ASSE 1010; EMP TO 26WF, MAX 350 PSIG WORKING PRESSURE TMV TEMATURE MIXING VALVE WATTS LFUSG-B-M1 +/- 3"F UP TO 120°F, WITH BUILT-IN CHECK VALVES, BRASS BODY, AND COP THERMOSTAT. -- TRAP PRIMER SIOUX CHIEF 695 BRONZE PRIMER VALVE WITH REMOVABLE DATING PARTS INTEGRALVACUUM SREAKER,AND GASKETEO ACCESS COVER, RPZ REDUCED PRESSURE WILKINS 975XL BRONZE BODY, WITH SHUT-OFF VALVES, BACKFLOW YSTRAINER, PREVENTER AND TEST COCKS. FD FLOOR DRAIN SIOUX CHIEF 832-36PNO 3"LIGHT DUTY DRAIN WITH T' SQUARE TOP, PVC BODY WITH NICKEL BRONZE RING AND STRAINER. PROVIDED WITH 3" DRAIN AND 1 1/2" VENT, FS FLOOR SINK SIOUX CHIEF 861 WHITE PVC 12" X 12" FLOOR SINK WITH 3/4" HEAVY DUTY PVC HALF GRATE, SEDIMENT BUCKET. PROVIDED NTH 3"DRAIN AND 1 1/2" VENT. FOO FLOOR CLEANOUT SIOUX CHIEF 851 PVC BODY, ROUND B HEAVY-DUTY CAST IRON TOP,POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE YCO YARD CLEANOUT SIOUX CHIEF 834 DURA-COATED CAST B IRON, DOUBLE -FLANGED HOUSING, AND HEAVY-DUTY SCORIATED DUCTILE IRON COVER. WCO WALLCLEANOUT SIOUX CHIEF 873 THREADED, COUNTERSUNK BRONZE CLEANOUT PLUG. PROVIDE DRILLED TAP FOR CENTER SCREW AND STAINLESS STEEL COVER. PLUMBING NOTES 1. NOTES APPLY TO ALL PLUMBING SHEETS. 2. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. 3. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 4. COORDINATE SEWER AND WATER CONNECTIONS WITH CIVIL AND AHJ. PROVIDE PRESSURE REDUCING VALVE AND 13ACKFLOW PREVENTER AS SHOWN OR REQUIRED Q BYAHJ. VERIFY INVERT AND SLOPE OF INCOMING SANITARY SEWER BEFORE TRENCHING. 5. REFER TO RISER DIAGRAMS AND PLUMBING FIXTURE SCHEDULE FOR ALL PIPING AND PIPE SIZES NOT SHOWN ON PLAN. 6: SANITARY AND STORM SEWER PIPING SHOWN IS BASED ON 1/4" FOOT FALL FOR ALL PIPE SMALLER THAN 3" DIAMETER AND 1/8" FOOT FALL FOR PIPE 3" DIAMETER AND LARGER. 7. ALL SEWER PIPING BELOW SLAB TO BE 2" DIAMETER MINIMUM. 8. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES AND CLEAN -OUTS; AND NOT ABOVE AN ACCESSIBLE CEILING. 9. PROVIDE TRAP SEAL PRIMERS AND 1/2" COP TUBING CONNECTION TO ALL FLOOR DRAINS AS SHOWN REFERENCE PLUMBING FIXTURE NOTES; SCHEDULE FOR CONCEALED A. SIZE MANUFACTURER'S RECOMMENDATION. ARM CARRIER TO BE INSTALLED B. CLEANOUT SHALL BE SAME SIZE AS PIPE BEING SERVED. FOR WALL MOUNTING C. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAYOR MAY NOT BE USED ON PLANS. LAVATORY REFER TO 8 & 9/A5 1 PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER MODEL OW HW WASTE VENT DESCRIPTION CADET FIXTURE AND HARDWARE PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR.12" AMERICAN 3483.001 BOWL (BOWL) ROUGH4N, COLOR: WHITE AMERICAN STANDARD CADET OPEN FRONT SEAT, NO COVER. 17" WC WATER CLOSET STANDARD 4142.101(TANK)(L) 1rt" — 4" 2" RIM HEIGHT, FOR HANDICAPPED. PRESSURE ASSISTED 1.1 OFF. MOUNT CONTROLS ON ACCESSIBLE SIDE OF TOILET. CONTRACTOR TO COORDINATE WITH FIXTURE SUPPLIER 4742.801 (TANK)(R) FOR LEFT/RIGHT HAND FLUSH LEVER TO COMPLY WITH ADA REQUIREMENTS. FIXTURE AND HARDWARE PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. WALL -MOUNT VOTH ZURN Z1231 CONCEALED ARM CARRIER, 4" CENTERS WITH CHROME LAV LAVATORY KOHLER BRENHAM i/2" 1/2' 2" 1 1/4" T&S MODEL EC-3103 MOTION ACTIVATED FAUCET.(EF-i ITEM #478), BA199�03-1,105 AERATOR K4997-4 (0.5 GPM). FAUCET INCLUDES ACIDC CONTROL MODULE W/ INTEGRAL FLOW CONTROL SETTING, TEMATURE CONTROL MIXING VALVE SET TO 105"F W/ INTEGRAL CHECK VALVES, 18" STAINLESS STEEL FLEXIBLE HOSES. INSTALL KOHLER BRENHAM SHROUD K-1998. REF RCHITECTURAL DRAWNGS FOR ROUGH -IN ELEVATIONS. MS MOP SINK FIAT MSB-2424 12" 1/2" 3" 7 7(2^ F0(TU AND HARDWARE PROVIDED ANOHNSTALLED BY PLUMBING CONTRACT R. NO.830AA FAUCET WTH INTEGRAL VACUUM BREAKER, NO.832- AAHOSEAND ,E RACKET, NO.1453136 FLOOR STRAINER AND NO.899-CC MOP HANGER FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. 51 HAND SINK — — 1/2" 1/2" 11T 1117, ADA ADA COMPLIANT STAINLESS STEEL FIXTURE, BRASS FAUCET & P-TRAP. PROVIDED WITH STOP VALVESy COVERS ON FLEX113LE SUPPLY RISERS, TRUBRO LAV GUARD 2 PROTECTIVE PIPE 9XPOSED HOT WATER AND DRAIN LINES AND TEMATURE-ACTUATING MIXING VALVE & SET TO 105P F. FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. ADA COMPLIANT, CUSTOM WALL MOUNT. 10" FRONT TO BACK X 14"W 52 HAND SINK SELECT STAINLESS PL-SHS7 1/2" 1/2" 1 i/2" 1 i/2" X 6"D HAND INK (PRODUCTION LINE. PROVIDED WITH BRASS FAUCET SUPPLIER PART #B-7146 & P-TRAP, INSTALL TRUEBRO LAV GUARD 2 PROTECTIVE PIPE COVERS ON EXPOS ED HOT WATER AND DRAIN LINES, STOP VALVES AND TEMATURE- ACTUATING MIXING VALVE & SET TO 105- F. 3-COMPARTMENT BOW. SIZE 12 19"x12", FIXTURE AND HARDWARE OWINER FURNISHED, INSTALLED BY TURBO.AIR TSA3D7-711 1/2" 1I2" 3" 2" PLUMBING CONTRACTOR. PROVIDED NTH T&S MODEL MPY8WLN-OBCR 8"FAUCET SINK (EF-1 ITEM #WO), P-TRAP AND STOP VALVES FIXTURE AND HARDWARE PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. FPWH FREE WALL OF WALL JOSAM 71000 W4" — — BOX TYPE, CAST BRONZE, INTEGRAL VACUUM BREAKER-BACKFLOW PREVENTER, "T" — HANDLE, POLISHED FACE, HINGED LOCKING COVER, BRONZE WALL CASTING, HYDRANT RENEWABLE SEAT, BRONZE DATING PARTS, P N.P.T. INLET, AND 3/4" H.P.T. OUTLET. FIXTU IE AND HARDWARE PROVIDED AND INSTALLED BY PLUMBING HB HOSE BIBB WATTS SC8 3/4" — _ -_ CONTRACTOR. C) ST BRASS THREADED SILLCOCK WITH FLANGE, CAST IRON HANDWHEEL, AND TAMPER PROOF VACUUM BREAKER, 3/4" N.P.T. INLET, AND 3/4" H.P.T. OUTLET. PRO IDED WITH 25 FOOT HOSE. AND SPRAY GUN. MOUNT 24" AFF. GREASE SEAMLESS h OLDED POLYETHYLENE TANK, 3" FPT INLET / OUTLET WITH 3"X2" FPT GI INTERCEPTOR SCHIER PRODUCTS GB1 _ 3" -- FITTINGS, FACTORY B 5 GPM, 10 GALLON LIQUID CAPACITY, 64.9 LBS GREASE CAPACITY, JILT-IN FLOW CONTROL, INTEGRAL AIR RELIEF /ANTI -SIPHON, ASME Al 12.14.3 AND GSA B481.1 CERTIFIED. OF DRINKING ELKAY EDFP79C 1/2" — T. 1-112, SINGE LEVEL, BARRIER FREE WATER FOUNTAIN. INSTALL PER MANUFACTURERS FOUNTAIN RECOMMENDATIONS REFER TO ARCHITECTURAL ELEVATION VIEWS FOR MOUNTING .HEIGHTS. UR URINAL AMERICAN 6590.591 3(4" -_ 2 1-1/2" LOW FLOW 0.5IGPF, BARRIER FREE, FLUSHING RIM, 3/4" INLET SPUD, VITREOUS CHINA STANDARD URINAL. PRC VIDE WITH MANUFACTURER'S MANUAL FLUSH VALVE. PROVIDE WITH MANUFACTU ER'S RECOMMENDED INSTALLATION MATERIALS AND WALL CARRIER SYSTEM. SEE ARCHITECTURAL ELEVATION VIEWS FOR MOUNTING HEIGHT. WATER HEATER SCHEDULE MARK MANUFACTURERI MODEL ITANKSIZE1 kW W NOTES WH RHEEM I ELDS52 1 47 1 9 1 208/3 1 A, B, C OR AS REQUIRED BY AHJ. CONTRACTOR SHALL VERIFY REQUIREMENTS. 10. INSTALL VTR'S, EXHAUST FANS, AND FLUES A MINIMUM 5-0" FROM PARAPET OR OUTSIDE WALL AND GENERAL INFORMATION (ALL UNITS): I V-0" MINIMUM FROM EQUIPMENT WITH OUTSIDE AIR 1. 120 DEG. F OUTLET TEMPERATURE. INTAKE. NOTES: 11. INSTALL WATER PIPE ON INSIDE OF EXTERIOR A. PROVIDE AMTROL (OR EQUAL) EXPANSION TANK AND DRAIN PAN WALL INSULATION TO PREVENT FREEZING. SIZED PER MANUFACTURER'S RECOMMEND TIONS 12. WHEN DEEP FROST LOCATIONS ARE B. MOUNT WATER HEATER ON SUPPORT PLAT ORM, REF. 2/P2.0. ENCOUNTERED, ROUTE SANITARY LINES UNDER C. WIRED FOR SIMULTANEOUS OPERATION. BUILDING AS MUCH AS POSSIBLE. PUMP SC EDULE MARK MANUFACTURER MODE HEAD (FT) V/Ph NOTES P1 BELL & GOSSETT NBF-9U/L 11 5 GPM 120/1 A-D 13. PROVIDE PVC SLEEVE FOR ALL COLD/HOT WATER FLOOR PIPE PENETRATIONS. MAKE SLEEVE LARGE ENOUGH FOR INSULATION. SEAL WITH GRAY MASTIC AND ENSURE OF NO WATER PENETRATIONS. NOTES: 14. PROVIDE AND INSTALL WATTS 8A VACUUM A. LEAD FREE CONSTRUCTION. BREAKER ON ANY THREADED EXTERIOR OR INTERIOR B. PROVIDE WITH WITH FLEXIBLE PLUG-IN CgRD. FAUCETS. C. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. D. PROVIDE WITH FLOW AND TEMPERATURE, SENSORS FOR ON -DEMAND 15. ALL WATER SHUT-OFF VALVES SHALL BE "BALL CIRCULATION CONTROLS PER 2015 IECC C404.7, REF 2/P2.0. LOCK" TYPE. PROVIDE SHUT-OFF VALVES AT EACH TERMI WATjR ROUGH -IN HEIGHTS MARK SE VICE SIZE HEIGHT (AFF) WC COL WATER 1/2" 10" LAV HOT & C LD WATER 1/2" 22" MS HOT & C LD WATER 1!2" 36" S1 HOT & C LD WATER 1/2" 18" 32 HOT & C LD WATER 1/2" 18" S3 HOT & COLD WATER 1/2" 24" HB COLD WATER 3/4" 24" NATION POINT OF ASSOCIATED EQUIPMENT 16. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR MITTING PLUMBING SYMBOLS _SS— SANITARY SEWER — GW — GREASE WASTE GI GREASEINTERCEPTOR DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RETURN — FW — FILTERED WATER G NATURAL GAS CD CONDENSATE DRAIN PLUMBING VENT UNION --ill—^ C ELBOW - TURNED DOWN C) ELBOW - TURNED UP TEE - TURNED DOWN TEE - TURNED UP BALL VALVE —11115f I >C SHUT-OFF VALVE IN VERTICAL LINE _ BACKFLOW PREVENTER FD FLOOR DRAIN ® FS FLOOR SINK —C FCO FLOOR CLEANOUT —0 YCO YARD CLEANOUT — 1 } FPWH FREEZE PROOF WALL HYDRANT HB HOSE BIBB WCO WALL CLEANOUT GAS PRESSURE REGULATOR —{I-- GAS COCK REVIEWED CODE COUIPLIANI ' ST. LUCIE COUNTY BOCC o 00 00 ~ U V M 01 c1 m rrTT 1 I �i O Q • o 0 o a Q i -- V/N zL OQ O z�rn OEM J ``I— (JZ<LLJ 3 m W � c) z Z w co W oa Uoa U rn U LL Lu U w Lu O LL- J Lu Z IL 06V g z LLJ W_ W JOa 0 Lu wEi-- 1 Q Of Of Q �ZLL a- �11UI+it/// 0 E: a _ _'. z o ,Y77!l1III11 ��\ w Dn i i i w Of O N 0 O Z (O N N N w o � w O D Q 9 w S a o o 0 0 — I I I I I I I I I I I I i I 1 i I I I I i 1 I i I I I I f i - ROUTE CONDENSATE, FROM REFRIGERATION EQUIPMENT TO FS WITH AIR GAP P I I 1. .P Ilkl/ / A• IIT A r\/ r 1 A• 1 1/4" = 1'-0" - ROUTE FULL SIZE DRAINS 1=0nKA DC\/CDAf I= Mni IIDKACK17 I I I i I I I I I I I I I II j-2-WAY YCO SEE CIVIL FOR CONTINUATION. I.E. = 21.86' BASED ON TOTAL LENGTH OF 85.00'. S3, ROUTE DRAINS TO FS WITH AIR GAP. REF. 3/P2.0 II V Ii W I II II I I II II I 3" VENT THROUGH ROOF �h I — I WITH INSECT SCREEN Il 2 REVIEWED P.7'i-,i Iv — — — — — — — — — — — — — — — — — — — — — v CODE CC3MPLIANIC DF I J LAV I rN?^ LAV i A� a ST. LUC&E CC1s .�� WCO I I I `I• REF. CIVIL FOR '' I `�I I IN I CONTINUATION cl 1 1 21' IWCi I I IN 4 _ I FS FCO �I -- - ---- -I NI I i - i I �I 3, 3" 3, 2, I IWC i I 2-WAY NI �` I �I 3�� J �` i- .' I YCO ' I 4I(V 4" I �� FS 3, FD ' I \ \>' S2 I y I I Ir' I I 3„ �I WC I iy1 I 3„ 4 4" I �I 3„ FS'� IFS LAV I 4„ 2-WAY 3" I FS 4 3 co�F3, FCO �' GI MS � OSANITARY RISER 3" N.T.S. FCO aj d- S V M Q1 01 a V) I 1 o e -Oaa�0 W r VJN O N ZW F- O Q a O0m Z ch M 2U)LL ' ^ W J v Z Lu Z N U) W LL a W U CD U _! LL LL! U W 0- Orf LL z= W zi \ Y W U Z Jew oa U w W F— o0 0 Z IL a w w w O 0 N Z O N N N Z U w U W N W O 3: c;3 U c¢ P1.0 SERVICE PIPE GRAY MASTIC SEALANT PIPE INSULATION FINISH FLOOR N 1" WATER SUPPLY aF i -}—_ i PVC PIPE SLEEVE 2 j PIPE SIZES LARGER 314" FW ORDER OF ONNECTION: THAN SERVICE PIPE 1/2" FW DN TO MELT F V MACHINE 1 1/2'h FW DN TO ICE MAKER WITH SHUT OFF VALVE 1. MELITTA BEAN T CUP 2 WITH SHUT OFF VALVE 2. FRANKE BEAN T CUP j 1/2" FW ON TO BUNN NITRO 1/2" FW DN TO FRANKE MACHINE 3. CURTIS CAPPUCCINO 3/4" FW DN TO POST MIX WITH SHUT OFF VALVE WITH SHUT OFF VALVE 4. BUNN NITRO SHELF TO I WITH SHUT OFF VALVE 1!2' FW DN TO LANCER 1/2' FW DN TO BUNN COFFEE BREWERS SUPPORT I �+ 5. BUNN COFFEE BREWERS O PIPE SLEEVE DETAIL 3/4' FW DN TO SLURPE'IS/LEMONADE 6. LANCER ICED TEA 3 WITH SHUT OFF ALVES TEA DISPENSER WITH WITH SHUT OFF VALVE WEIGHT j -01. SHUT OFF VALVE OF 650 LBS 1/2" FW DN TO CAPPUCCINO FPWH WITH SHUT OFF VALVE 2'-0" AFG A I 112"0 6 4 1 2 5 3 - - _- - - - — - 3/4" TO FILTER I L----- --�--- i I -�---i- - - - -i- -- ---- --i-- -�-- --- - - � ,— 1/2"m WATER SUPPLY ------- -------------- I I 1 I I , . .. _ ------ ---- ---� I--------------------------- ---- ------------- ---- 4I ( I ------- --------------------------------------- ----1 �— WATER HEATER RE: 2/P2.0 0 M DRIP PAN SEE 1/P2.0 FOR FILTER & PUMP PLUMBING DETAILS 0 ti L--------------------------------- --------------------- --- --- --i --- ---- ---- --------------------------- --- ------ 1 I 3/4"0 I � I (2)DF j a LAV RPZ ------------------------------------------- --- ----- ----- --- ----= i i i 1 1^p BACKFLOW � i i i i 1!2" HW & CW 1 I 1 1 I I I HB FPWH PREVENTER ' UNDER SLAB i i --------- I ------- -,---- 2'-0"AFG SHUT-OFF VALVE _ MOP S1 I I I WC — — — — — - — — — FINISH FLOOR I SINK I LAV ROUTE HW SUPPLY LOOP IN r 1"m HB I WALL TO WITHIN 2' OF 1" TO METER - - I I 1 1 I, rI 3/4"HW DN TO LAV I LAVATORY FAUCET PER V IECC TABLE C404.5.1 (TYP) 1 UR ° ; PLUMBING CONNECTION DETAIL ---- - i i - a- - - - - ! - - - - O 1/2„ = 1-On ROUTTLINS IGHT i WC LAV TO WALL i i i i I 1 -- ----- I -- - - - ---- -- - 1 1 I HB IL I `� is I LAVI j I 1 1-1/4"a � (i i I WC U i' HB L----'-- - _ - w c? .' TO WATER I; FILTRATION SYSTEM, a I I 1-1/2"CWDN REF. 1lP2.0 j 1 i/2" TO LAVJ HB, DF 3/4"s I I o AND WC iig 1 i j S/4"HW DN TO LAV _ COLD WEATHER CLIMATES: IN CLIMATES WHERE TEMPERATURES CAN DROP BELOW FREEZING (0-C / 32°F), REFER TO ASHRAE CLIMATE DATA AT 99%, WATER PIPING INSTALLED ALONG EXTERIOR WALLS AND ABOVE CEILING SHALL BE INSULATED TO PREVENT PIPE FREEZING. III i i jll i SUPPLY PATCO UNIT AT MOP SINK - AND THREE COMPARTMENT SINK 3/4" WITH BACKFLOW PREVENTION FOR COLD WATER SUPPLY ONLY. —S2— � ❑ � 1 i ' I I WH, MOUNT ABOVE S3 MS ON SUPPORT o P PLATFORM, REF. i - ARCH. SHEETS FOR 1 00 1" HW DN TO - - I PLATFORM DETAILS 1 1I/2"o I MS,S3 AND S2 p I - I P1 MS, A D TO LLLWi - � MS, S3 AND S2 _ MS - - - - - *- - - - - ------------ SEE DOMESTIC WATER ® ®� - SERVICE. SEE CIVIL FOR - � CONTINUATION. � B FPWH �3jgDF �?Q` LAV i 31tkLAV DF WC j i HB 3/4" FW DN TO SLURPEES/LEMONADE 0� WITH SHUT OFF VALVES WHA. WC >J TYP �; �.i / I �. j `i �. `- is ' i 1 �`y r y y �`•� G �i y� TO WATER I i FILTRATION L SYSTEM, 1!2" FW DN TO CAPPUCCINO REF 1/P2.0 1 1 I I 1 i WITH SHUTOFF VALVE I ` j I i i i i i 1/2" FW DN TO BUNN COFFEE BREWERS i i i i i WITH SHUT OFF VALVE LAV:HB I 1 j \ ` ` 20. I j I i i i i i 1/2" FW DN TO FRANKE MACHINE i I j 1\S2 A WATER PIPING PLAN 11� i i i i i ` WITH SHUT OFF VALVE '� 1 - _ R _ I_V j i i i �`i 1�I �I � WITH SHUT OFF VALVE ROWALL TOWITHIN2OOF IN I I N I I 1/2" FW DN TO MELITTA MACHINE � 1/4" = 1'-0" N �_ LAVATORY FAUCET PER I 1 V i i 1/2" FW DN TO BUNN NITRO IECC TABLE C404.5.1 (TYP) I 1 FPWH' III i 1�1�1 WITH SHUT OFF VALVE I I 1/2" FW DN TO LANCER I j I I �• 1�1�I TEA DISPENSER WITH I I 1 SHUT OFF VALVE j 1/2 FW DN TO ICE MAKER j WITH SHUT OFF VALVE S1 J S1 3/4" FW DN TO POST MIX q 3 �~ �� WITH SHUT OFF VALVE Q WATER RI S E 1/2" HW & CW T T N.T.S. BELOW SLAB \ I J A P1 i .' `�/ I j I j 3/4" TO WATER 7•�j FILTRATION e \?q WH ( j `/I SYSTEM, REF 41P1.1 J j } 1-112"DOMESTIC S3 1 j } WATER SERVICE RPZ BACKFLOW MS i ✓' PREVENTER C0DIE C01AI-L'I' ° :,' n ST. LUCIE COUNT,I BCCC W v p >� o g <C 00 o o U a, � o � o o o 0 0 W U I 1 •\aJ��.. .... 4riy o p:,= U,Q- a ;> Z N `" Q� .,���/ • ... PROF `\� ti w Z N N N � a z� Y<�< 0 N Lil O U W Lu P1.1 53'-0" 52'-7" 50'-0" 43,_7" U a u f VJN O N ZF O Q Q 0- Om Z M t i�WJ W C) a UmC-) L) LL- W C) u^ 13— N� 1..V 0 r W Z IL >Y °�U a Z LLJd Jew O °- U W W�a LL a N 0 O Z N N U W N Z.c.> Y ¢ N W G �.� W w o o S a c) MBING SPECIFICATIONS 1. INTRODUCTION 1.1 THE CONTRACTING FOR INSTALLATION OF PLUMBING SYSTEMS WILL BE ACCOMPLISHED IN THE FIELD AT THE DIVISION LEVEL (IN CASE OF A CONFLICT BETWEEN THIS SPECIFICATION AND THE CONTRACT DOCUMENTS AND/OR WRITTEN OR VERBAL INSTRUCTIONS PROVIDED BY THE CONSTRUCTION MANAGER, THE DIVISION'S INSTRUCTIONS SHALL PREVAIL). HEREAFTER IN THIS SPECIFICATION, THE WORD "PLUMBING CONTRACTOR" SHALL REFER TO THE INSTALLING PLUMBING CONTRACTOR AND "OWNER" SHALL REFER TO 7-ELEVEN. 1.2 SCOPE OF WORK 1.2.1 PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL PLUMBING FIXTURES, ACCESSORIES, AND ATTENDANT PIPING AS STATED HEREIN. REFER TO THE PLUMBING PLANS AND THE "MATERIALS" PORTION OF THIS SPECIFICATION FOR EQUIPMENT TO BE FURNISHED. EXACT LOCATION OF ALL EQUIPMENT SHALL BE DETERMINED BY REFERENCE TO THE PLANS AND MEASUREMENTS AT THE BUILDING SITE AND IN COOPERATION WITH OTHER CONTRACTORS AND IN ALL CASES SHALL BE SUBJECT TO THE OWNERS APPROVAL. 1.3 GENERAL 1.3.1 ALL SAFETY PRECAUTIONS SHALL BE TAKEN TO PROTECT PERSON, PROPERTY, AND EQUIPMENT. 1.3.2 NO COMPENSATION FOR WORK PERFORMED OVER AND ABOVE PROJECTS SUM SHALL BE ALLOWED DUE TO CONDITIONS WITH WHICH THE PLUMBING CONTRACTOR SHOULD HAVE BEEN FAMILIAR. 1.3.3 ANY DEVIATION BY PLUMBING CONTRACTOR FROM THE PLANS AND SPECIFICATIONS, OR ANY SUBSTITUTION OF EQUIPMENT FROM THAT SPECIFIED, SHALL FIRST RECEIVE OWNER'S APPROVAL. 1.4 OPERATIONS AND INSTALLATION 1.4.1 ALL DELIVERIES TO COINCIDE WITH CONSTRUCTION SCHEDULE. MATERIALS SHALL BE STORED WHERE AND/OR AS DIRECTED BY THE GENERAL CONTRACTOR. STORAGE MUST BE IN SUCH A PLACE AS TO AVOID ACCIDENTAL MUTILATION BY EQUIPMENT BY ANY CONTRACTOR WHILE PERFORMING THEIR WORK, WHETHER ON SITE OR OFF. 1.4.2 ALL UNDER FLOOR PIPING SHALL BE INSTALLED IN CONJUNCTION WITH THE GENERAL CONTRACTOR'S WORK SCHEDULE. NO UNDERGROUND WORK SHALL BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED AND TESTED. 1.4.3 PLUMBING CONTRACTOR SHALL DO THE NECESSARY TRENCHING, SHORING AND BACKFILLING REQUIRED TO FULFILL HIS CONTRACT. BOTTOMS OF TRENCHES SHALL BE CUT TO GRADE. 1.4A ALL OPENINGS AND STUB -UP FOR PLUMBING PIPING AND FIXTURES SHALL BE CAREFULLY LOCATED AND COORDINATED, OTHERWISE, PLUMBING CONTRACTOR SHALL CUT NEW OPENINGS AT HIS OWN EXPENSE, AND REIMBURSE OTHER SUBCONTRACTORS FOR ANY DAMAGE DONE TO THEIR WORK. 1.5 CODE AND PERMIT REQUIREMENTS 1.5.1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES, WHICH SHALL BE DELINEATED, AND ALL MODIFICATIONS REQUIRED BY THE INSPECTION AUTHORITIES SHALL BE MADE BY PLUMBING CONTRACTOR WITHOUT ADDITIONAL COST TO OWNER. 1.5.2 PLUMBING CONTRACTOR SHALL OBTAIN, PAY FOR AND FURNISH ALL PERMITS REQUIRED BY LOCAL OR STATE ORDINANCES OR CODES, AND THESE COSTS SHALL BE STATED SEPARATELY ON THE PLUMBING CONTRACTOR'S INVOICES. 2. MATERIALS 2.1 DOMESTIC WATER PIPING 2.1.1 ABOVE AND BELOW GRADE WATER PIPING SHALL BE PEX TUBING CONFORMING TO ASTM F877 CROSS -LINKED POLYETHYLENE TUBING HOT AND COLD WATER DISTRIBUTION SYSTEMS, ASTM F876 CROSS -LINKED POLYETHYLENE TUBE, ASTM F1807 FITTING AND ASTM F2159 FITTINGS, COMPLY WITH NSF STANDARD 14 AND 61, AND COMPLY WITH ASTM E84 AND CAN/ULC S102.2. PEX TUBING SHALL BE WATTS WATERPEX CROSS -LINKED POLYETHYLENE OR EQUAL. ALL PEX TUBING BELOW GRADE SHALL BE SLEEVED WITH PVC PIPE. 2.1.1.1 FITTINGS: FITTINGS SHALL BE MECHANICAL CRIMP FITTINGS IN COMPLIANCE WITH ASTM F1807 AND F2159. PEX FITTINGS SHALL BE WATTS BRASS CRIMPRING FITTINGS USING EITHER WATTS COPPER CRIMPRING OR STAINLESS STEEL CINCHCLAMP OR EQUAL. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2.1.2 ABOVE AND BELOW GRADE WATER PIPING SHALL BE TYPE "L" AND "M" HARD DRAWN SEAMLESS COPPER TUBING CONFORMING TO ASTM B88. 2.1.2.1 COPPER UNIONS: CAST -COPPER -ALLOY, HEXAGONAL -STOCK BODY, WITH BALL-AND- SOCKET, METAL -TO -METAL SEATING SURFACE AND SOLDER -JOINT. JOINING MATERIAL SHALL BE ASTM B813 WATER-FLUSHABLE, LEAD-FREE FLUX ALLOY SOLDER. 2.2 FILTERED WATER PIPING 2.2.1 ABOVE AND BELOW GRADE FILTERED WATER PIPING SHALL BE CPVC TUBING CONFORMING TO ASTM D2846 AND CSA B137 CHLORINATED POLY (VINYL CHLORIDE) PLASTIC HOT AND COLD WATER DISTRIBUTION SYSTEMS, ASTM D1784 RIGID AND CHLORINATED PVC COMPOUNDS, ASTM F493 SOLVENT CEMENTS, COMPLY WITH NSF STANDARD 14 AND 61, AND COMPLY WITH ASTM E84 AND CAN/ULC S102.2. CPVC TUBING SHALL BE FLOWGUARD GOLD CPVC CTS OR EQUAL. 2.2.1.1 FITTINGS: FITTINGS SHALL BE SOCKET TYPE JOINTS IN COMPLIANCE WITH ASTM D2846 AND CSA B137. CPVC FITTINGS SHALL BE FLOWGUARD GOLD CPVC CTS FITTINGS OR EQUAL. JOINING MATERIAL SHALL BE ASTM F493 SOLVENT CEMENT. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2.3 SOIL, WASTE AND VENT PIPES 2.3.1 ABOVE AND BELOW GRADE SOIL, WASTE AND VENT PIPING SHALL BE PVC PLASTIC, SCHEDULE 40 DWV PIPE CONFORMING TO ASTM D2665 WITH PLAIN ENDS. CELLULAR (FOAM) CORE PVC NOT ALLOWED. INSTALL PER ASTM D2665 AND ASTM D2321. 2.3.1.1 FITTINGS SHALL BE PVC SOCKET -TYPE DWV PIPE FITTINGS; ASTM D2665 MADE TO ASTM D3311 DRAIN, WASTE AND VENT PATTERNS. 2.3.2 ABOVE AND BELOW GRADE SOIL, WASTE AND VENT PIPING SHALL BE HUB -AND -SPIGOT CAST- IRON SOIL PIPE AND FITTINGS CONFORMING TO ASTM A74 WITH ASTM C564 RUBBER GASKETS. INSTALL CAST-IRON SOIL PIPING ACCORDING TO CISPI'S "CAST IRON SOIL PIPE AND FITTINGS HANDBOOK." CHAPTER IV, "INSTALLATION OF CAST IRON SOIL PIPE AND FITTINGS" 2.3.3 ABOVE GRADE SOIL, WASTE AND VENT PIPING SHALL BE ALLOWED TO BE COPPER DRAINAGE TUBING CONFORMING TO ASTM B306 AT PLUMBING CONTRACTOR'S OPTION. 2.4 FLASHING: SHEET LEAD. 4 POUNDS PER SQUARE FOOT, MINIMUM. 2.5 INSULATION 2.5.1 DOMESTIC COLD WATER (WITHIN BUILDING): COPPER PIPE: 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) PEX TUBING: IN CLIMATES WHERE TEMPERATURES CAN DROP BELOW FREEZING (0°C / 32°F) INSTALL 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS). EXCEPTION: FOR NON -RECIRCULATING HOT WATER SYSTEM, PROVIDE 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG ON THE FIRST 8 FEET OF INLET PIPING AT WATER HEATER. CPVC TUBING: IN CLIMATES WHERE TEMPERATURES CAN DROP BELOW FREEZING (0°C / 32°F) INSTALL 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS). 2.5.2 DOMESTIC HOT WATER: COPPER PIPE: 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) PEX TUBING: 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG, (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) FOR HOT WATER PIPING BEING SERVED BY SYSTEM WITH RECIRCULATING PUMP, PROVIDE 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING INSULATION REQUIREMENTS) 2.5.3 INDIRECT AND CONDENSATE DRAIN PIPING (WITHIN BUILDING): COPPER PIPE: PROVIDE 1" FLEXIBLE UNICELLULAR INSULATION BY ARMACELL. PVC PIPING: NO INSULATION REQUIRED. FOR PIPING AT HANGERS, PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS-MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. FOR HOT AND COLD WATER PIPING EXPOSED, CONCEALED IN WALLS, AND/OR INSTALLED INSIDE MASONRY UNITS OF WALLS, COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE-PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 2.6 INDIRECT AND CONDENSATE DRAIN LINES: PROVIDE HARD DRAWN, TYPE "M" OR "L" COPPER PIPE FOR ALL CONDENSATE DRAIN PIPING FROM COOLER AND FREEZER EVAPORATORS. PROVIDE HEAT TRACE FOR ALL CONDENSATE DRAIN PIPING LOCATED IN FREEZERS, AND ROUTE TO FLOOR DRAIN IN BUILDING. PROVIDE PVC PIPE FOR ALL OTHER INDIRECT AND CONDENSATE DRAIN PIPING FROM HVAC, PLUMBING, AND BEVERAGE EQUIPMENT, AND ROUTE TO FLOOR DRAIN IN BUILDING. 3. TESTING AND INSPECTION: 3.1 THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED BEFORE COVERING OR ENCLOSING. 3.2 INSPECTION: WORK SHALL BE INSPECTED FOR COMPLIANCE WITH CODES, ORDINANCES, REGULATIONS AND ADHERENCE TO CONTRACT DOCUMENTS. PLUMBING CONTRACTOR SHALL SUPPLY OWNER WITH SIGNED FORMS OR PROOF OF ACCEPTANCE BY THE LOCAL AUTHORITY BEFORE CONTINUING FROM ONE STAGE TO ANOTHER. FINAL APPROVAL SHALL BE OBTAINED BEFORE FINAL PAYMENT IS MADE ON THE CONTRACT.1 3.3 PERFORMANCE REQUIRED: 3.3.1 PLUMBING CONTRACTOR SHALL INSTALL ALL PLUMBING SYSTEMS LEAK FREE AND AS PER PLANS AND SPECIFICATIONS. 3.3.2 ALL EXPOSED EQUIPMENT SHALL BE INSTALLED IN A WORKMANLIKE MANNER AND WILL BE SUBJECT TO ARCHITECTURAL INSPECTION FOR AESTHETIC APPEARANCE. 4. CUTTING AND CLEANING: 4.1 PLUMBING CONTRACTOR SHALL CLEAN ENTIRE SITE OF DEBRIS, TOOLS AND EQUIPMENT RELATED TO THIS WORK. 4.2 PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HIS WORK WHICH MAY BE REQUIRED TO RELIEVE THE WORK OF OTHER CONTRACTORS. 5. GUARANTEES: 5.1 PLUMBING CONTRACTOR SHALL GUARANTEE ALL OF THE WORK AND THE COMPLETE OPERATION WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS. PLUMBING CONTRACTOR AGREES TO REPLACE, WITHOUT EXPENSE TO THE OWNER, ANY PART OF HIS WORK ON THIS INSTALLATION WHICH PROVES TO BE DEFECTIVE WITHIN ONE (1) YEAR AFTER ACCEPTANCE OF THE WORK. REV 02/18/20 CONTI MODU TI LAV SHROUD 4 N.T.S. I I I I I I I I ASSE 1013 COMPLIANT CASH ACME RP200 RPZ BACKFLOW PREVENTER, DO NOT MOUNT HIGHER THAN 5-0" 3/4" SUPPLY Y-STRAINER m ROUTE DISCHARGE TO AN APPROVED RECEPTOR ECOLAB SYSTEM ON SIDE WALL. COORDINATE WITH SINK GRID SYSTEM 3/4" FLEXIBLE - TUBING 10 FT REQUIRED 3/4" BALL VALVE SET SURGE TANK ON SHELF 3/4" MZ ALTTV COARSE FILTER 3/4" LL W LL LL - - - - U U U U LL LL LL LL 0 M SS -IMF PRESSURE REDUCING VALVE, SS -IMF REF NOTE #8 BELOW SPRING -LOADED CHECK VALVE REF. 1/P1.1 FOR ROUTING DIAGRAM ROUTE OVER FLOW TO AN APPROVED RECEPTOR CPVC BEVERAGE TU13ING TAG SLURPEE 3/4" REINFORCED PLASTIC LINE TO SLURPEE/LEMONADE, ABOVE CEILING. PROVIDE CHECK VALVE CONFORMING TO ASSE 1022 TAG POST MIX 3/4" REINFORCED PLASTIC LINE TO POST MIX ABOVE CEILING. PROVIDE CHECK VALVE CONFORMING TO ASSE 1022 1/2" LINE TO ICE MAKER ABOVE CEILING. PROVIDE CHECK VALVE CONFORMING TO ASSE 1022 TAG ICE MAKER -REGULATOR @ ICE MAKER TO < 60 PSI - TAG COFFEE +. 3/4" LINE TO COFFEE, TEA, CAPPUCCINO MACHINES, PROVIDE CHECK VALVE CONFORMING TO ASSE 1022 SHUT OFF VALVE (TYP.) 3/4" LINE SPLITS INTO 1/2" LINES WITH SHUT OFF VALVES AT EACH COFFEE AND TEA BREWER AND CAPPUCCINO MACHINE. COFFEE RELATED EQUIPMENT ON 3/4" FILTER LINE: PENTAIR EVERPURE FILTER SYSTEM MODEL REQUIREMENTS FOR COFFEE RELATED EQUIPMENT: W FILTERED WATER LINE TO COFFEE RELATED EQUIPMENT IS IN THE FOLLOWING ORDER OF CONNECTION: 1. WATER SUPPLY MUST BE 3/4" INCH. 1. 2. RANKMELITFRANK A BEAN TO CUP E BEAN TO CUP 2. WATER SHUT-OFF VALVE SHALL BE "BALL LOCK" TYPE. POSITIVE 3. CURTIS CAPPUCCINO ON -OFF. 4. BUNN NITRO S. BUNN COFFEE BREWERS 3. DRAIN MUST BE PROVIDED TO PERMIT FLUSHING OF NEW FILTERS. 6. LANCER ICED TEA 4. WATER FOR ICE MAKERS, COFFEE MAKERS, AND CAPPUCCINO MACHINES SHALL BE ROUTED THROUGH THE SS -IMF UNITS. FOR LOCATIONS WITH LOWER STATIC OR DYNAMIC PRESSURES, REQUIREMENT IS THE USE OF THE 4FC FILTER CARTRIDGE OR THE 7FC FILTER CARTRIDGE IN PLACE OF THE XC FILTER CARTRIDGES BASED ON THE GALLONAGE 5. WATER FOR FSD AND FCB EQUIPMENT SHOULD NOT BE ROUTED RATE AS STATED BELOW. BOTH FILTERS HAVE EQUAL MICRON RATING WITH MORE GALLONAGE CAPACITIES THAN THROUGH THE SS -IMF UNITS (WILL REDUCE CARBONATION). THE PRESENT XC CARTRIDGES USED IN THE SYSTEM. 6. 4FC OR 7FC (CARBON) FILTERS MUST BE REPLACED IN SETS AS THE 4FC AND 7FC FILTER CARTRIDGES HAVE A HIGHER RATED FLOW RATE THAN THE PRESENT XC FILTER REQUIRED BASED ON GALLONAGE. CARTRIDGES WHICH WOULD ALLOW FOR LESSER FILTER PRESSURE DROPS DURING THE SERVICE CYCLE. • 4FC FILTER CARTRIDGE RATING IS 0.5 MICRON, 15,000 GALLONS AT 2.5 GPM 7. COARSE FILTER AND SS -IMF UNITS MAY BE CHANGED INDIVIDUALLY. • 7FC FILTER CARTRIDGE RATING IS 0.5 MICRON, 25,000 GALLONS AT 2.5 GPM 8. HONEYWELL PRESSURE REDUCING VALVE MODEL DS05Cl030 (SET AT 55 PSI) INSTALLED AFTER TEE TO SURGE TANK AND BEFORE FIRST TEE TO BEVERAGE EQUIPMENT. EVERPURE WATER PURIFICATION SYSTEM N.T.S. GREASE TRAP NOTES: • LISTED B IAPMO TO ASME GREASE INTERCEPTOR STANDARD #Al12.14.3 AND CSA B481.1. • FACTORY INSTALLED, BUILT-IN FLOW CONTROL. • INTEGRAL AIR RELIEF/ANTI-SIPHON. S3 • THREE OUTLET OPTIONS FOR EACH ROUGH -IN. UNIT SHIPPED WITH OUTLET DIFFUSER IN OUTLET "B". II II II 1, 11 I1 ISCHARGE TI IRFR FINISH FLOOR P-TRAP FS 3-COMPARTMENT SINK DETAIL 3 N.T.S. TWIST HANDLE WASTE DRAIN VALVE SIMILAR TO T&S B-3940, TYP. OF 3 DRAIN 3-COMP SINK INDIRECTLY TO FLOOR SINK WITH AIR GAP 3" TO RECESSED GREASE INTERCEPTOR (GI), REF. 1/P1.0 FOR UNIT LOCATION FLOW SENSOR HW SUPPLY TO SYSTEM BALL VALVE, r'- STAND/SHELF TO SUPPORT WEIGHT OF 650 LBS. 2 WATER HEATER N.T.S. PER IECC 2015 SECTION C404.7, P1 RECIRCULATING PUMP CONTROLS SHALL ACTIVATE UPON SENSING HOT WATER DEMAND FROM THE FLOW SENSOR, AND SHALL LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD -WATER PIPING TO 104°F. EXPANSION TANK. RE: WATER HEATER SCHEDULE HW RETURN VACUUM ~ RELIEF - - RECIRCULATING VALVE T PUMP (P1) TEMPERATURE SENSOR R CW SUPPLY TO- WATER HEATER CHECK VALVE,TYP FLEXIBLE CONNECTOR TYP T & P RELIEF GALVANIZED SHEET METAL DRAIN PAN 4" DEEP PIPE FULL SIZE DN TO MOP SINK U WITH AIR GAP `+^ CODE CCFAa•7lA?�,s� °` k v9� ST. LUCI CUP'ry BOCC N > O O O g Q N V aN �O �O p• o 7~-y J L_ uj UN I L w O 1 z0J W Z LL >Y °SU woof z __O� v ui w 1 pDf Z0 0 LL a G W z O U_ U w a- W 06 z_ cm G w w w x .. �� � &: Q= a o: Z - .0 �- • > Z �lIIIIIII� w m w O N 0 O Z N N Z U -!�: Y 4 w W o u3 U w _ Ir ¢ P2.0 * HEAT PUMP ROOFTOP UNIT SCHEDULE MARK MANUFACTURER MODEL NOMINAL TONS SUPPLY FAN COOLING CAPACITY (MBH) EER1 SEER ING'. HEAT CAPACITY @ 390F (MBH) COP/ HSPF AUX. HEATING INPUT (KW) HEATING SUPPLY AIR TEMP (OF) ELECTRICAL DATA WEIGHT CFM E.S.P. (1N. WC)' OSA (CFM) TOTAL SENSIBLE V/PH MCA MOCP RTU-1 CARRIER 50HCO-DOB 7.5 3000 0.75" 250 90 72.2 12 51.2 3.50 85.0 208/3 40 50 1251 RTU-2 CARRIER 50HCQ-DOB 7.5 3000 0.75" 250 f 90 72.2 12 51.2 3.50 85.0 208/3 40 50 1251 NOTES (ALL NEW UNITS): A. PROVIDE FILTER WITH EACH UNIT. B. PROVIDE WITH FULLY MODULATING ECONOMIZER WITH ENTHALPY CONTROL. C. SMOKE DETECTORS TO BE PROVIDED AND INSTALLED BY CARRIER. LOCATE AS SHOWN ON PLAN. D. CONDENSATE TRAP SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. PROVIDE TRAP OF ADEQUATE DEPTH TO PREVENT STATIC FROM OVERCOMING TRAP SEAL. ROUTE TO NEAREST APPROVED RECEPTOR. E. PROVIDE WITH STANDARD ROOF CURB AND ACCESSORIES. F. OUTDOOR AMBIENT DESIGN TEMPERATURE 95 DEG.F. G. SET FAN OPERATION TO CONTINUOUS. ( 1 ) H. TEMPERATURE SET POINTS DURING OCCUPIED HOURS: HEATING MODE: 66 DEG F - COOLING MODE: 75 DEG F. I. PROVIDED BY 7-ELEVEN AND INSTALLED BY CONTRACTOR, FOR ADDITIONAL INFORMATION CONTACT NATIONAL ACCOUNT REPRESENTATIVE BOBBY KIMBRELL (512) 267-3366. BOBBY.KIMBRELL(a)CARRIER.UTC.COM. J. CONTACT AUTOMATED LOGIC (ALC) AT (866) 390-4275 FOR BUILDING ENERGY MANAGEMENT SYSTEM. K. PROVIDE WITH 1/0 FLEX CONTROL MODULE. I L. PROVIDE WITH CONDENSER COIL HAIL GUARD (LOUVERED DESIGN). M. PROVIDE WITH PRE -COATED OUTDOOR COILS WITHIN A 5 MILE RADIUS OF ANY SALT OR BRACKISH WATER. I I I I C 12"B CFM 1T-6"AFF' I I BEACON II AND EVAPORATORS TO BE CONFIGURED FOR THE I I INCOMING VOLTAGE. I I ROUTE INSIDE REFRIGERANT LINES TIGHT TO EXTERIOR WALL,' ( I ------- REF 3/11011.0 FOR SUPPORT DETAIL I I 2„0 M F FF X x I I I ) I IF C1 I I 12"0 50 CFM 11,-6„AFF I X I I N I I I I 17050 1 M 11'' -- 6" AFF . r I I I RTU-2 I co I I X I I N JR2 I---- FM 1V-6„AFF C H R RTU 8,-6y S S I MECHANICAL PLAN 114" = 1'-0„ 1 AIR DEVICE SCHEDULE MARK SERVICE MANUFACTURER MODEL STYLE FACE SIZE NECK SIZE FRAM TYPE NOTES CD1 SUPPLY METAL*AIRE V4004D-1 ALUMINUM DOUBLE DEFLECTION WALL SUPPLY GRILLE 20 X 10 18 X 8 SURFACE A, B, C, D CD2 SUPPLY METAL*HIRE 5700-6 AL ROUND NECK CEILING DIFFUSER 24 X 24 PER PLAN LAY -IN A, B, C, D CD3 SUPPLY METAL*AIRE 5700-1 AL ROUND NECK CEILING DIFFUSER 12 X 12 PER PLAN SURFACE A; B, C, D CD4 SUPPLY METAL*AIRE V4004D-1 ALUMINUM DOUBLE DEFLECTION WALL SUPPLY GRILLE 14 X 8 12 X 6 SURFACE A, B, C, D RG1 RETURN METAL*AIRE CC5-6 EGGCRATE CEILING RETURN GRILLE 24 X 24 22 X 22 LAY -IN A, B, C, D RG2 RETURN METAL*AIRE RH-1 EGGCRATE SIDEWALL RETURN GRILLE 32 X 18 30 X 16 SURFACE A, C, D GENERAL INFORMATION ALL DEVICES): 1. ALL DIFFUSERS ARE 4-WAY THROW UNLESS NOTED OTHERWISE. 2. ALL AIR DEVICES SHALL BE PROVIDED BY 7-ELEVEN AND INSTALLED BY THE CONTRACTOR. FOR ADDITIONAL INFORMATION CONTACT CHAD LITERKKY (214) 350-6871 EXT. 2140 WITH BARTOS INDUSTRIES. NOTES: A. DIFFUSER NECK SIZE SHALL BE SAME AS BRANCH DUCT SIZE UNLESS NOTED OTHERWISE. B. DAMPER AT TAKEOFF TO DEVICE. C. STANDARD OFF-WHITE FINISH: D. PROVIDE NECK FOR DUCT CONNECTION. g, LOUVER SCHEDULE MARK QUANTITY MANUFACTURER I MODEL I SIZE FREE AREA CFM E.S.P. (IN. WC) VELOCITY ( PM) LV1 2 GREENHECK I ESD-635DE 48" X 24" 1 4.42 SQ: FT. 3000 0.081, 775 ,^ NOTES: A. PROVIDE WITH SLEEVE AND BR-30 BAROMETRIC RELIEF DAMPER. B. LOWER SHALL BE PRE -FINISHED DARK BRONZE (KYNAR 70% 3-COAT- CFT5835-C) IN COLOR. C. TO BE PROVIDED BY 7-ELEVEN AND INSTALLED BY CONTRACTOR. FOR ADDITIONAL INFORMATION CONTACT CHAD LITERKSY (214) 350-6871 EXT. 2140 WITH BARTOS INDUSTRIES. I I I ❑ � � ❑ I I II II -- - - - - - - - - - - - - REF. PLANS FOR SPIN -IN L FITTINGS le RUNOUT SIZES W/ SCOOPS ARE ��0� F�Q� NOT ACCEPTABLE P�� Pam` W FLEXIBLE DUCT FOR FINAL CONNECTION ONLY: AIR BALANCE SCHEDULE I MARK OUTSIDE AIR CFM EXHAUST AIR CFM I RTU-1 250 RTU-2 250 EF-1 280 TOTAL 500 280 2 VERTICAL 1/4" X 2" SAMMY 'ALL THREAD ANCHOR, TYP OF 2 HVAC NOTES 1. NOTES APPLY TO ALL MECHANICAL SHEETS. 2. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. 3. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS, 4. SPRINKLER HEAD AND LIGHTING FIXTURE LOCATIONS TAKE PRECEDENCE OVER DIFFUSER LOCATIONS. COORDINATE WITH ELECTRICAL CONTRACTOR AND FIRE PROTECTION CONTRACTOR. 5. DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO GOVERNING CODES. 6. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS AND REPRESENTATIVE OF THE INSIDE EQUIVALENT FREE AREA REQUIRED TO MAINTAIN THE AIR FLOW SPECIFIED. IF DUCT LINING IS REQUIRED, INCREASE DUCT SIZE TO MAINTAIN ORIGINAL INSIDE DIMENSIONS. IF DUCT SIZES NEED TO BE ALTERED FOR SPACE REQUIREMENTS, ENSURE THE ORIGINAL INSIDE DUCT EQUIVALENT FREE AREA IS MAINTAINED. 7. TYPICAL BRANCH DUCT FITTING DETAIL IS APPLICABLE THROUGHOUT. FLEXIBLE DUCTWORK IS ONLY PERMITTED FOR FINAL CONNECTION - MAX LENGTH OF 6-0". 8. FURNISH AND INSTALL VOLUME/BALANCE DAMPERS AT ALL BRANCH DUCTS TO DIFFUSERS. LOCATE DAMPERS A MINIMUM 4'-0" AWAY FROM DIFFUSERS. PROVIDE ACCESS AS REQUIRED. 9. ALL CEILING DIFFUSERS ARE 4-WAY PATTERN UNLESS SHOWN OTHERWISE. 10. PROVIDE A COMPLETE TEST AND BALANCE FOR HVAC SYSTEM. AIR BALANCE SHALL BE WITHIN 5% OF SCHEDULED AIRFLOWS. PROVIDE A COPY TO THE OWNER AND ENGINEER. 11. INSTALL VTR'S AND EXHAUST FANS A MINIMUM OF 10 FT FROM OUTSIDE AIR INTAKE. MECHANICAL SYMBOLS 18112 RECTANGULAR DUCT 18" WIDE BY 12" DEEP (INSIDE CLEAR DIMENSIONS) t2„ 12" DIAMETER ROUND DUCT (INSIDE CLEAR DIMENSIONS) ® SUPPLY DUCT IN SECTION RETURN OR EXHAUST DUCT IN SECTION ELBOW WITH TURNING VANES TEE WITH TURNING VANES ROUND (OR OVAL) ELBOW SUPPLY AIR DIFFUSER WITH ROUND SUPPLY DUCT RETURN OR EXHAUST AIR DIFFUSER WITH ROUND DUCT CD 400 CFM DIFFUSER OR GRILLE TYPE & CFM TO THERMOSTAT O SPACE TEMP. SENSOR S H C SPACE TEMP. / HUMIDITY / CO2 COMBO SENSOR O SMOKE DETECTOR O SMOKE DETECTOR TEST/RESET STATION f BALANCE DAMPER COMMISSIONING AND T&B REQUIRED AND A REPORT GENERATED USING 7-ELEVEN'S COMMISSIONING REPORT TEMPLATE. PROVIDE A COPY TO THE OWNER AND ENGINEER. IF HVAC SYSTEM AIRFLOW CANNOT BE BALANCED PER PLANS, CONTACT ENGINEER OF RECORD FOR RESOLUTION. REF EMS1.0 SHEET FOR ADDITIONAL INFORMATION REGARDING THE BUILDING ENERGY MANAGEMENT SYSTEM CONTROLS. CONTACT AUTOMATED LOGIC (ALC) AT (866) 390-4275 UPON AWARD OF CONTRACT TO OBTAIN LIST OF CERTIFIED EMS J METAL ROOF INSTALLERS. DURING CONSTRUCTION, AT 2 WEEKS PRIOR TO COLRD!, WITH BUILDING TURNOVER, CONTACT ALC TO COORDINATE DELIVERY STRUCT. OF EMS PANEL. AFTER INSTALLATION OF EMS PANEL INCLUDING CONNECTION OF A E N A EXHAUST FAN SCHEDULE MARK QUANTITY MANUFACTURER MODEL CFM E.S.P. (IN. WC) V/Ph WATTS CONTROL EF-1 2 1 GREENHECK SP-B150 140 0.25" 120/1 129 1 LIGHT SWITCH NOTES: A. PROVIDE GRAVITY BACKDRAFT DAMPER. B. PROVIDE SPRING VIBRATION ISOLATORS FOR HANGER ROD SUPPORTS, C. TO BE PROVIDED BY 7-ELEVEN AND INSTALLED BY CONTRACTOR. FOR ADDITIONAL INFORMATION CONTACT CHAD LITERKSY (214) 350-6871 EXT. 2140 WITH BARTOS INDUSTRIES. OSA CALCULATIONS CLASSIFICATION AREA CFM PER PEOPLE CFM PER ZONE FT2 AREA FT2 PERSONS PERSON EFFECTIVENESS (Az) (Ra) (PZ) (Rp) (Ez) SUPERMARKET 2545 0.06 21 T5 0.8 %2= RpP2+ RaA2 VO2= Vb2! EZ TOTAL REQUIRED: 389 7.5*21+0.06*2545 = 311 311 { 0.8 = 389 TOTAL SUPPLIED: 500 C BL Q. CO T CT ALC FOR START-UP OF EMS PANEL. START-UP TO BE DONE 2-3 DAYS PRIOR TO BUILDING C TURNOVER. 3/8" HEX I e NUT, TYP I_ CUSH-A-CLAMP 3'/8" ALL FIRMLY CLAMPED THREAD ROD TO PIPE, TYP 3/8" HEX NUT, TYP 3/8" CHANNEL NUT GALVANIZED UNISTRUT WITH SPRING PIPING INSULATION AS PER SPECS. REFRIGERANT LINE SUPPORT ON.T.S. NY -IN CEILING NOTE: SUPPLY AIR DEVICES SHALL BE IDICATED AS R V 3-WAY AI DEVICES WHEN LOCATED WITHIN 10'-0" RADIUS OF THE OPEN AIR SANDWICH CASE REVIEWED FOR CODE COMPLI mt;E ST. LUCIE COUNTY BOCC U) o N Zw E- 05 Q 0 0 rn Z M M L.L Ur w -' EL z� a LLI�c) LLLL Q W U�0 U LL. U W a. z Q ems/ -J O LL. f , LLJzw Z Y �oBU g Z woW -J o 0- 2 WU w W 1 F= LCLJ Z O 1" z w w 'G a n f y Z m LL Q 0 0 -1 IL E: <- z a�0;0`� af Z � N N W N Z G) W U N LLlILI REMOTE CONDENSER SCHEDULE (MAXIMUM DESIGN AMBIENT TEMP 950F - 120°F) MARK MANUFACTURER MODEL DEFROST V/PH MCA MOCP WEIGHT 1 DOOR VAULT ICE MERCHANDISER (PROTO) BOHN BHS008X6BR711 BEACON II 20811 15 15 162 1-2 DOOR VAULT LOW TEMP FREEZER (PROTO) BOHN BZS0221-6CR711 BEACON II 208/3 15 15 203 10-12 DOOR VAULT COOLER', (PROTO) BOHN BZS050X6CR711 BEACON If 208/3 29 45 317 BEVERAGE ICE MAKER (HOSHIZAKl FD-1 002M - J-C) HOSHIZAKI URC-5F NA 115/1 60 FROZEN LEMONADE DISPENSER (FBD 561) FBD FBD-SRC NA 208/1 1.8 15 105 SLURPEE DISPENSER (2x qBD 774) FBD FBD-DRC NA 208/1 2.2 15 143 SANDWICH WALL CASE (SANDEN RSC3/4) BOHN BZT010M6BF AIR 208/1 15 15 209 SANDWICH WALL CASE (SAN EN RSC6) BOHN BZT020M6BF AIR 208/1 20 30 209 BEER CAVE BOHN BZS025M6C711 BEACON 11 208/3 20 35 255 MECHANICAL ROOF PLAN 1p 1 114" = 1 �_0" N _-=��-_-_-=-= -----_-= it-=-=- li NOT USED N.T.S. GUTTER CONDENSATE TERMINATION N.T.S. ISOMETRIC VIEW PLUMBER #12TEK STRAP SCREW (1 YP.) SCHEDULE 40 PVC - CONDENSATE PIPING O MICRO PIPE SUPPORT BY MIRO INDUSTRIES INC. @ 4'-0" 0. C. ROOF MEMBRANE CEMENT ROOF SYSTEM CONDENSATE PIPE SUPPORT ON ROOF 3/4" CONDENSATE DRAIN LINE WITH P-TRAP, TYP OF 2 nlNOT USED N.T.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC v/ N O N ZW H OQ z6 0 C) Z M M 9W� 2: 0-0 LJ z n/ IJ_ Co W W UDC) U J LL Ld U w LLI 0- Of O L_ z tD LLI Z u- Y woW 0 W woo- e Q I p0 2 Z u- a �t C LL O ON L(� J Q U Z Q W UJ H_ LLI H W W h W a W z 0 N Wa Z cJ Y c¢J 0 W m TO CONDENSING UNIT 5/8" DISCHARGE LINE INSULATED WITH 3/4" WALL ARMAFLEX OR EQUAL BOHN BZS0221-6CR711 CONDENSING UNIT ��•9ASS DESIGN NOTES: LINE SIZING - 17,400 BTUH @ +20"F: • FROM TABLE 9 IN THE CU INSTALLATION MANUAL, USE ROW • (6) 1/2" ELBOWS: EQUIVALENT LINE LENGTH = 6' FOR 18,000 STUN, WHICH FOR +20*F SUCTION TEMPATURE • PIPING LENGTH = 28' REQUIRES A 7/8" SUCTION LINE AND 3/8" LIQUID LINE FROM 25' . TOTAL DEVELOPED LENGTH = 3' UP TO 100'. • SUCTION LINE SIZE = 7/8" • HORIZONTAL SUCTION LINES SHALL SLOPE AWAY FROM THE . LIQUID LINE SIZE = 3/8" EVAPORATOR TOWARD THE COMPRESSOR AT THE RATE OF 1/4 PER 1 ' FOR SUFFICIENT OIL RETURN. BEER CAVE N.T.S. 9LINE d 3/8" LIQUID LINE rn R J FBD-SRC CONDENSING UNIT 5/8" DISCHA 71 INSULATED WITH 3/4" WALL ARMAFLEX OR EQUAL 3/8" LIQUID LINE TO CONDENSINGNc 3• UNIT 1 3/8" LIQUID LINE bo S BOHN BZT020M6BF/ BZT010M6BF CONDENSING UNIT / 314" SUCTION LINE INSULATED WITH 3/4" 7• WALL ARMAFLEX OR EQUAL G�`�yG3 Rom' SANDWICH CASE LIQUID AND SUCTION ENLARGED INTERIOR SANDWICH CASE LIQUID REFRIGERANT LINE LENGTHS SUCTION REFRIGERANT LINE SIZES AND CONN' DESIGN NOTES: INSTALLATION NOTES: • REFRIGERATION LINESETS ARE PROVIDED BY THE VENDOR, • MAXIMUM LINE LENGTH SHALL NOT EXCEED 50' IN 50' SECTIONS, WITH 3/4"S & 3/8"L (EF-1 #656) . LINE SETS SHALL BE MEASURED AND CUT TO FIT TOTAL • DESIGN LINE LENGTH = 19'/19' DEVELOPED LENGTH AS TO NOT HAVE ANY REMAINING COIL • HORIZONTAL SUCTION LINES SHOULD SLOPE DOWNWARD OF TUBING ON -SITE FROM THE EVAPORATOR TOWARD THE COMPRESSOR AT • CASE DESIGN INCORPORATES INTERNAL OIL RETURN TRAP THE RATE OF 1/4 INCH PER 10 FEET FOR GOOD OIL RETURN TO THE COMPRESSOR. PIPING DIAGRAM FOR THE R-448-A MEDIUM TEMPERATURE (+20-F SST) COOLER REFRIGERATION SYSTEM REFER TO RSC & HEATCRAFT INSTALLATION MANUALS. HTTPS://DOCS.WIXSTATIC.COM/UGD/E49953 0928lBlD737B44DB9083ACBD77A1F612.PDF HTTP://WWW. H EATCRAFTRPI). COM/PDF/I&O/H-I M-C U. PDF OSANDWICH CASE (EACH) N.T.S. TO CONDENSING UNIT 3• ps, $ 1/4" LIQUID LINE HOSHIZAKI URC-5F 7• CONDENSING UNIT S 3/8" DISCHARGE LINE INSULATED WITH 3/4" WALL ARMAFLEX OR EQUAL ICE MAKER LIQUID AND DISCHARGE ENLARGED INTERIOR ICE MAKER LIQUID AND DISCHARGE REFRIGERANT LINE LENGTHS REFRIGERANT LINE SIZES AND CONNECTIONS OVERALL SLURPEE MACHINE (EACH) LIQUID ENLARGED INTERIOR SLURPEE MACHINE (EACH) LIQUID AND OVERALL LEMONADE MACHINE LIQUID AND LIQUID AND ENLARGED INTERIOR LEMONADE MACHINE LI Q DISCHARGE REFRIGERANT LINE SIZES AND CONNECTIONS DESIGN NOTES: INSTALLATION NOTES: AND DISCHARGE REFRIGERANT LINE LENGTHS DISCHARGE REFRIGERANT LINE SIZES AND CONNECTIONS DISCHARGE REFRIGERANT LINE LENGTHS • PRE -CHARGED REFRIGERATION LINESETS ARE PROVIDED BY • MAXIMUM LINE LENGTH SHALL NOT EXCEED 66' THE VENDOR, IN 35' SECTIONS, WITH 3/8'DS & 1/4"L (EF-1 #112) LINE SETS SHALL BE MEASURED AND CUT TO FIT TOTAL DESIGN NOTES: INSTALLATION NOTES: DESIGN NOTES: PRE REFRIGERATION LINESETS ARE PROVIDED BY INSTALLATION NOTES: • MAXIMUM LINE LENGTH SHALL NOT EXCEED 50' • DESIGN LINE LENGTH = 16' DEVELOPED LENGTH AS TO NOT HAVE ANY REMAINING COIL OF • PRE -CHARGED REFRIGERATION LINESETS ARE PROVIDED BY THE VENDOR, IN 50' SECTIONS, WITH 5/8"DS & 3/8"L (EF-1 #295) MAXIMUM LINE LENGTH SHALL NOT EXCEED 50' • LINE SETS SHALL BE MEASURED AND CUT TO FIT TOTAL • -CHARGED THE VENDOR, IN 50' SECTIONS, WITH 5/8'DS & 3/8"L (EF-1 #295) • LINE SETS SHALL BE MEASURED AND CUT TO FIT TOTAL • COMPRESSOR LOCATED IN ICE MAKER • MAXIMUM RISE IS 33' MAXIMUM RISE DESIGN LINE LENGTH = 27731' DEVELOPED LENGTH AS TO NOT HAVE ANY REMAINING COIL • DESIGN LINE LENGTH = 20' DEVELOPED LENGTH AS TO NOT HAVE ANY REMAINING COIL • • COMPRESSOR LOCATED IN FBD UNIT OF TUBING ON -SITE t COMPRESSOR LOCATED IN FBD UNIT OF TUBING ON -SITE REFER TO HOSHIZAKI INSTALLATION MANUAL. HTTP://W W W: HOSHIZAKI.COM/DOCS/MANUALS/FLAKER_IS_BC_INST.PDF 7HTTPS://DOWNLOADS.FBDFROZEN.COM/DOWNLOADS/DOWNL�OAD/272.ER TO FBD INSTALLATION MANUAL. 6 SLURPEE MACHINE (EACH) N.T.S. BOHN BHS008X6BR7ps CONDENSING U in <,< I � REFER TO FBD INSTALLATION MANUAL. HTTPS:I/DOWNLOADS.FBDFROZEN.COM/DOWNLOADSIDOVVNLOAD/272 A OQ c D_ 1 002Vp _y I C G MAKER R LEMONADE MACHINE N.T.S. N.T.S. 2• 3 ,-_ \ TO CONDENSING UNIT ]UID LINE BEACON ELECTRIC 2 112" SUCTION LINES EXPANSION VALVE(TYP.) INSULATED WITH 3/4" FACTORY INSTALLED WALL ARMAFLEX OR EQUAL Op` VpR OVERALL VAULT ICE MERCHANDISER LIQUID ENLARGED INTERIOR VAULT ICE MERCHANDISER LIQUID AND SUCTION REFRIGERANT LINE LENGTHS AND SUCTION REFRIGERANT LINE SIZES AND CONNECTIONS DESIGN NOTES: LINE SIZING - 4,100 BTUH @ +10"F: • LINE SIZING TABLE 9 FROM THE MANUAL SHOWS 6,000 BTUH • (9) 1/2" ELBOWS: EQUIVALENT LINE LENGTH = 9' REQUIRES A 1/2" SUCTION FOR UP TO 50' OF EQUIVALENT LINE • PIPING LENGTH = 27' LENGTH. • TOTAL DEVELOPED LENGTH = 36' • HORIZONTAL SUCTION LINES SHALL SLOPE AWAY FROM THE SUCTION LINE SIZE = 1/2" EVAPORATOR TOWARD THE COMPRESSOR AT THE RATE OF 1/4" . LIQUID LINE SIZE = 3/8" PER 10' FOR SUFFICIENT OIL RETURN. PIPING DIAGRAM FOR THE R-448-A LOW TEMPERATURE (+10°F SST) FREEZER REFRIGERATION SYSTEM REFER TO REFRIGERATION INSTALLATION MANUAL FOR LONGER LINE RUNS. HTTP://VW W.HEATCRAFTRPD.COM/PDF/I&O/H-IM-CU.PDF VAULT ICE MERCHANDISER N.T.S. BOHN S050XM6CR711 VDENSING UNIT TO CONDENSING BZT04 UNIT LIQUID CONDENSINGSING LINE UNIT '� LtNE AdT 7/8" p 3/8" LIQUID LINE FVgp� S L H 7/8" FVT7pq 3/8" 3, 71 '9A S L� 7B" BEACON ELECTRIC 3/8" 7/8" SUCTION LINE EXPANSION VALVE (TYP.) 90p7 INSULATED WITH 3/4" FACTORY INSTALLED 3 FV�Oq 1-1/8" SUCTION 3/8 WALL ARMAFLEX OR p LINE INSULATED EQUAL WITH 3/4" WALL 1/2" BEACON ELECTRIC ARMAFLEX OR LIQUID w�p4 EXPANSION VALVE (TYP.) Cp EQUAL LINE 1-1/8. FACTORY INSTALLED LIQUID II' SUCTION BEER CAVE LIQUID AND SUCTION ENLARGED INTERIOR BEER CAVE LIQUID AND SUCTION OVERALL VAULT COOLER Q UID NI A D LINE REFRIGERANT LINE LENGTHS REFRIGERANT LINE SIZES AND CONNECTIONS SUCTION REFRIGERANT LINE LENGTHS ENLARGED INTERIOR VAULT COOLER LIQUID AND DESIGN NOTES: LINE SIZING - 6,800 BTUH @ -20"F: DESIGN NOTES: SUCTION REFRIGERANT LINE SIZES AND CONNECTIONS • LINE SIZING TABLE 9 FROM THE MANUAL SHOWS 9,000 BTUH • (8) 7/8" ELBOWS: EQUIVALENT LINE LENGTH = 16' • LINE SIZING TABLE 9 FROM THE MANUAL SHOWS 36,000 BTUH REQUIRES A 7/8" SUCTION FOR UP TO 50' OF EQUIVALENT LINE • PIPING LENGTH = 19 REQUIRES A 1-1/8" SUCTION FOR UP TO',100' OF EQUIVALENT LINE SIZING -31 200 BTUH @ +20°F: LENGTH. • TOTAL DEVELOPED LENGTH = 35' LINE LENGTH. . (8) 1-1/8" ELBOWS: EQUIVALENT LINE LENGTH = 24' • HORIZONTAL SUCTION LINES SHALL SLOPE AWAY FROM THE . HORIZONTAL SUCTION LINES SHALL SLOPE AWAY FROM THE (2) 1-1/8" TEES: EQUIVALENT LINE LENGTH = 6' EVAPORATOR TOWARD THE COMPRESSOR AT THE RATE OF 1/4" SUCTION LINE SIZE = 7/8" LIQUID LINE SIZE = 3/8" EVAPORATOR TOWARD THE COMPRESSOR AT THE RATE OF 1/4" PER 10' FOR SUFFICIENT OIL RETURN. ' PER 10' FOR SUFFICIENT OIL RETURN. • (2) 7/8" ELBOWS: EQUIVALENT LINE LENGTH= 4' • FOR MULTIPLE EVAPORATORS CONNECTED IN SERIES USING A • PIPING LENGTH = 48' COMMON SUCTION LINE, THE BRANCH SUCTION LINES MUST TOTAL DEVELOPED LENGTH = 82' ENTER THE TOP OF THE COMMON SUCTION LINE. . SUCTION LINE SIZE = 1-1/8" • LIQUID LINE SIZE = 1/2" _ PIPING DIAGRAM FOR THE R-448-A LOW PIPING DIAGRAM FOR THE R-448-A MEDIUM TEMPERATURE (-20°F SST) FREEZER REFRIGERATION SYSTEM TEMPERATURE (+20°F SST) COOLER REFRIGERATION SYSTEM REVIEWED TION I RUNS. REFER TO REFRIGERATION INSTALLATION MANUAL FOR LONGER LINE RUNS. CODE CO •�� REFER TO REFRIGERATION INSTALLATION MANUAL FOR LONGER LINE U 7HTTP:/NVWW.HEATCRAFTRPD.COM/PDF)18, _IM-CU.PDF ST. LUCIE CC'1, " HTTP://W WIN.HEATCRAFTRP®,COM/PDF/1&O/H-I M-CU. PDF i BOCK 2 VAULT FREEZER VAULT COOLER N.T.S. BOHN IFTO CONDENSING UNIT Q00 00 �a U En I I U \ Nkn A -I Qi °3 w U) N 0 N w h ® 0 O 0 � rn C_Lo LL! y Z d W n- OU wa Um0 U w_ 0 1 z W Z LL >Y o25U w z Woof O_° U w Www I pU n. I w cn w J La0 Z U w Uwo w O. o � M1. MECHANICAL SPECIFICATIONS 1. GENERAL 1.1 GENERAL REQUIREMENTS: 1.1.1 REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. EACH CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. HEREAFTER IN THIS SPECIFICATION, THE WORD "MECHANICAL CONTRACTOR" SHALL REFER TO THE INSTALLING MECHANICAL CONTRACTOR AND "OWNER" SHALL REFER TO 7-ELEVEN, 1.1.2 THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND/OR OWNER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 1.2 INSPECTION OF SITE: 1.2.1 PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 1.3 MATERIALAND WORKMANSHIP: 1.3.1 PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM ANY DEFECTS. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. 1.3.2 WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. 1.3.3 THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. 1.3.4 REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. 1.3.5 REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 1.4 COORDINATION: 1.4.1 COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS THAT ARE BEING INSTALLED AND/OR EXISTING SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. 1.4.2 UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. MECHANICAL CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED, KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. 1.4.3 FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. MECHANICAL CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. 1.4.4 PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 1.4.5 MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DUCTWORK LAYOUT TO THE CONSTRUCTION PROJECT MANAGER FOR OWNER APPROVAL PRIOR TO INSTALLATION. 1.5 ORDINANCES AND CODES: 1.5.1 WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THEIR REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. 1.5.2 PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 1.6 PROTECTION OF EQUIPMENT AND MATERIALS: 1.6.1 STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR -RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND MECHANICAL CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AS APPROVED BY OWNER. 1.6.2 KEEP PREMISES ROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC., SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. 1.6.3 PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED OR INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 1.6.4 KEEP THE MANUFACTURER PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS, AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 1.7 OPERATION AND MAINTENANCE INSTRUCTIONS: 1.7.1 COLLECT AND COMPILE A COMPLETE BROCHURE OF FIXTURES, MATERIALS, AND EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE FURNISHED BY THE MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, ENGINEER, GENERAL CONTRACTOR, SUBCONTRACTOR, AND AN INDEX OF CONTENTS. 1.7.2 SUBMIT COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AND OWNER AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL AND PLUMBING SYSTEMS WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS DEEMED COMPLETE BY THE ARCHITECT, ENGINEER, AND OWNER. 1.8 WARRANTIES: 1.8.1 WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. 1.8.2 WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. 1.8.3 PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. 1.8.4 AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 1.9 CUTTING AND PATCHING: 1.9.1 PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 1.10 ROUGH -IN: 1.10.1 COORDINATE WITHOUT DELAY ROUGHING -IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING AND CONDUIT ROUGH -IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 1.11 STRUCTURAL STEEL: 1.11.1 STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. 1.11.2 SUPPORT PLUMBING AND MECHANICAL EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. 1.12 ACCESS DOORS: 1.12.1 PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, ANCHOR STRAPS, MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 1.13 PENETRATIONS: 1.13.1 SEAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATER AND WEATHER TIGHT WITH APPROPRIATE NON -SHRINK, NON -HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON -FIRE -RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). 1.13.2 COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PENETRATIONS OF FIRE -RATED ASSEMBLIES WITH 3M # CP-25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE -RATED ASSEMBLIES. 1.13.3 SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE/LINK SEAL, CALPICO, INC AND METRAFLEX. 1.13.4 PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. 1.13.5 PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER -TIGHT WITH SILICONE CAULK. 2. HEATING, VENTILATION, AND AIR CONDITIONING 2.1 DUCTWORK: 2.1.1 MECHANICAL CONTRACTOR SHALL PROVIDE ANY DUCTWORK NECESSARY FOR A COMPLETE INSTALLATION OF HVAC SYSTEMS (INCLUDING EXHAUST SYSTEMS). ALL DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO SMACNA STANDARDS AND ALL GOVERNING CODES. 2.1.2 ROUND PIPE DUCT RUNS SHALL BE CONSTRUCTED OF METAL PIPE WITH EXTERNAL SLEEVE INSULATION. 2.1.3 DUCTWORK CONNECTIONS TO AIR DEVICES MUST BE MADE WITH HARDPIPE ELBOWS, COVERED WITH SLEEVE INSULATION. FLEX DUCT MUST NOT BE UTILIZED FOR A 90 DEGREE CONNECTION TO AN AIR DEVICE. 2.1.4 BALANCING DAMPERS WITH DOUBLE LOCKING QUADS SHALL BE PROVIDED IN ALL ROUND PIPE TAKE -OFFS FROM THE MAIN TRUNKS, UNLESS OTHERWISE NOTED ON PLANS. 2.1.5 A MAXIMUM OF 6' OF FLEX DUCT MAY BE USED FOR FINAL CONNECTION OF SIDE WALL DIFFUSERS. 2.1.6 FLEX DUCT MUST BE PROPERLY SUPPORTED WITH ONE INCH STRAPS AND CUT TO PROPER LENGTH TO PREVENT SAGGING. 2.1.7 FLEX DUCT SHALL BE OWENS-CORNING FOIL -BACK HIGH QUALITY U/L APPROVED. PLASTIC WRAPPED FLEX DUCT IS NOT ACCEPTABLE. 2.1.8 RIGID ROUND DUCT SHALL BE USED FOR HOT FOODS EXHAUST. 2.2 INSULATION: 2.2.1 SUPPLY AND RETURN DUCTWORK INSIDE THE BUILDING SHALL BE INSULATED WITH 1.5" THICK ACOUSTICAL LINING WITH A MINIMUM R-VALUE OF 6.0 OR EXTERNALLY WRAPPED WITH 2" THICK GLASS FIBER DUCT WRAP. 2.2.2 SUPPLY AND RETURN DUCTWORK OUTSIDE THE BUILDING SHALL BE INSULATED WITH 2" LINER WITH A MINIMUM R-VALUE OF 8.0 AND SEAL SEAMS WEATHER TIGHT. 2.2.3 DEDICATED OUTSIDE AIR SUPPLY AND RELIEF DUCTWORK INSIDE THE BUILDING SHALL BE INSULATED WITH 2" THICK DUCT WRAP WITH A MINIMUM R-VALUE OF 6.0. 2.3 FINAL TESTING AND ADJUSTMENTS: 2.3.1 AIR BALANCE SHALL BE PERFORMED AT THE COMPLETION OF THE PROJECT. BALANCE EACH SUPPLY, RETURN, OUTSIDE AIR DEVICE WITHIN 5% OF REQUIREMENTS AND FURNISH A REPORT TO THE CONSTRUCTION PROJECT MANAGER. THE ENTIRE HVAC SYSTEM MUST BE FULLY OPERABLE, BALANCED, AND APPROVED BY OWNER'S REPRESENTATIVE ON THE DAY TENANT OPENS FOR BUSINESS. 2.3.2 ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. CALIBRATE, SET AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 2.3.3 VERIFY ECONOMIZER OPERATION PER MANUFACTURER PROCEDURE. 2.4 DIFFUSERS AND GRILLES (OWNER PROVIDED): 2.4.1 ALL SUPPLY AND RETURN AIR DEVICES SHALL INSTALLED BY THE MECHANICAL CONTRACTOR 2.4.2 ALL AIR TERMINAL DEVICES SHALL BE INSTALLED AS SHOWN ON THE PLANS IN ORDER TO HANDLE THE DESIGNED AIR FLOW CAPACITIES WITH A MINIMUM AMOUNT OF NOISE AND STATIC PRESSURE. 2.5 CONDENSATE DRAINS 2.5.1 THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL AS A MINIMUM A 4" DEEP P-TRAP ON CONDENSATE DRAIN OUTLETS WHERE THE CONDENSATE WATER WILL EXIT THE P-TRAP AT A POINT 1" LOWER THAN THE DRAIN CONNECTION AT THE UNIT. THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDENSATE LINES AS REQUIRED TO MEET LOCAL CODES AND AS SHOWN ON THE MECHANICAL PLANS. THESE LINES SHALL BE SLOPED AWAY FROM THE UNITS, SUPPORTED AS REQUIRED TO ASSURE PROPER FLOW, AND AT THE MECHANICAL CONTRACTOR'S OPTION, CONDENSATE DRAIN LINES MAY BE SCHEDULE 40 PVC OR COPPER. ALL JOINTS SHALL BE SECURELY GLUED OR SOLDERED AS REQUIRED. INSULATE WITH 3/4" THICK PIPE INSULATION WHERE REQUIRED. 2.6 CONTROLS: 2.6.1 RTU CONTROLS PROVIDED BY OWNER. COORDINATE LOCATIONS FOR THERMOSTAT AND SENSORS FOR ROUGH -IN. 2.62 SMOKE DETECTORS AND SAMPLING TUBES PROVIDED AND INSTALLED TO THE UNITS AND IN THE DUCTWORK BY CARRIER. THE SMOKE DETECTORS SHALL DISABLE HVAC UNIT OPERATION UPON ACTIVATION. 2.7 ELECTRICAL 2.7.1 LOW VOLTAGE WIRING -ALL PROVISIONS FOR LOW VOLTAGE WIRING SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR UNLESS CODES OR LABOR SITUATIONS DO NOT PERMIT. IF THE MECHANICAL CONTRACTOR CAN NOT PERFORM LOW VOLTAGE WIRING, THE MECHANICAL CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR, AS PART OF THE HVAC BID DOCUMENT, TO HAVE THE ELECTRICAL SUBCONTRACTOR INCLUDE THIS WORK IN THEIR BID. 2.7.2 POWER WIRING -ALL ELECTRICAL POWER WIRING TO INCLUDE FINAL CONNECTIONS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR, 2.8 GAS PIPING: 2.8.1 SCHEDULE 40 BLACK CARBON STEEL WITH MALLEABLE IRON THREADED FITTINGS. PROVIDE SHUT-OFF VALVE, DIRT LEG, AND UNION AT EACH ROOFTOP UNIT. PAINT ALL GAS PIPING EXPOSED TO WEATHER WITH ONE COAT OF PRIMER, AND TWO COATS OF RUST -PROOF PAINT. COLOR SHALL MATCH BUILDING COLORS. COORDINATE WITH OWNER'S CONSTRUCTION MANAGER. 2.8.2 TREATED WOOD BLOCKING 6X6X12, 8'-0" OC MAX WITH GALVANIZED PIPE STRAP, 1 1/4" ZINC COATED LAG SCREWS, AND RUBBER WALKPAD ADHERED TO ROOF, 2.9 REFRIGERATION LINES: 2.9.1 REFRIGERATION LINE SETS FOR HVAC UNITS ARE TO BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 2.10 MECHANICAL CONTRACTOR RESPONSIBILITIES 2.10.1 AFTER COMPLETION OF THE WORK DESCRIBED IN THIS SPECIFICATION AND SHOWN ON THE DRAWINGS, THE MECHANICAL CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVING ALL LABELS AND STICKERS NOT CONTAINING OPERATION INSTRUCTION. MECHANICAL CONTRACTOR SHALL REMOVE CRATING DEBRIS, LEAVING THE INSTALLATION FINISHED AND READY FOR OPERATION, TO INCLUDING CLEAN FILTERS IN AIR HANDLING UNITS. CODE COIvjp!_JANz ; ST. LUCIE CZ)uf4 ,'.. B®Cr o r" g Q00 00 � \p �p p• u VN l0 N zW H O Q Q 0 0 rn Z M co 2�J 0w J Z of �U z �U)a W Um0 U LL Lu NU/ I f_ uj 0- I..L 0 L.L. I z�J LLI E \ 1 WU 2 Z LLI of w -boa U zO 0 Z LL a 5hu p W CO z 0 F- Q _U LL U w Q. U) Q _U z Z w U HLu � C w C w x w J w UZ 0 N H N p N � o rn N Z U W U 0 N w o �UJ (Yjw w 0 U M2.0 I ■ REFRIGERATION SPECIFICATIONS 1. SCOPE 6: INSTALLATION REQUIREMENTS 1.1 HEREAFTER IN THIS SPECIFICATION, THE WORD "MECHANICAL CONTRACTOR" SHALL REFER TO THE 6.1 REFRIGERANT PIPING INSTALLING MECHANICAL OR REFRIGERATION CONTRACTOR AND "OWNER" SHALL REFER TO 7-ELEVEN. OWNER WN R SHALL PURCHASE THE EQUIPMENT AND ARRANGE TO HAVE THAT EQUIPMENT DELIVERED TO THE STORE SITE. THE 6.1.1 ALL SUCTION LINE PIPING SHALL BE SEALED REFRIGERANT GRADE, TYPE L, HARD DRAWN. THE MECHANICAL CONTRACTOR SHALL HAVE THE UPRIGHT REFRIGERATED CABINETS UNCRATED SET IN PLACE LE S LIQUID LINE PIPING SHALL BE SEALED REFRIGERANT GRADE, TYPEC, HARD DRAWN ON ALL MAIN RUNS. INSTALLED, UPRIGHT REFRIGERATED CABINETS LEVELED, PLACE THE CONDENSING UNITS, MAKE CONNECTIONS THE SHORT SECTION OF TUBING BETWEEN THE MAIN LIQUID LINE AND EXPANSION VALVE SHALL BE SOFT FOR THE REFRIGERATION LINES AND ELECTRICAL LINES (WHERE ALLOWED BY LOCAL CODE) BETWEEN THE DRAWN REFRIGERANT TUBING. UPRIGHT REFRIGERATED CABINETS AND CONDENSING UNITS, FURNISH AND INSTALL THE CONDENSATE DRAIN LINES AND START UP THE UNITS PER THE INSTALLATION INSTRUCTIONS PACKAGED WITH THEE EQUIPMENT. PO WER O R 6 1.2 ALL HORIZONTAL TUBING RUNS SHALL BE SLOPED TOWARD THE COMPRESSOR, AND/OR "P" WIRING FROM THE ELECTRICAL PANEL TO THE UPRIGHT REFRIGERATED CABINETS IS THE RESPONSIBILITY OF THE TRAP 1 INCH PER 20 FEET. ALL VERTICALLY RUN SUCTION LINES SHALL BE P-TRAPPED AT THE BASE OF GENERAL CONTRACTOR'S ELECTRICAL SUB -CONTRACTOR. EACH SUCTION RISER OF 4 FEET OR MORE TO ENHANCE OIL RETURN TO THE COMPRESSOR, AND SHALL BE P-TRAPPED FOR EACH2O FEET SECTION OF RISER. 2. CODE REQUIREMENTS 6.1.3 ONLY SILVER BASE SOLDER (15% SILVER) SHALL BE USED FOR THIS INSTALLATION. 2.1 ALL PROPOSALS SHALL INCLUDE, AND WORK PERFORMED SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND, CODES, WHICH SHALL BE 6.1.4 REFRIGERANT PIPING IN THE WALK-IN SHALL BE STRAPPED TO ASSURE PIPING SUPPORT. THIS DELINEATED, AND ALL MODIFICATIONS REQUIRED BY THE INSPECTING AUTHORITY SHALL BE MADE BY THE STRAPPING SHALL BE COPPER. IF NON -COPPER STRAPPING IS USED, IT SHALL BE LINED WITH AN MECHANICAL CONTRACTOR WITHOUT ADDITIONAL COST TO THE OWNER. ANY DEVIATIONS REQUIRED DUE TO INSULATING MATERIAL TO PREVENT BI-METALLIC ELECTROLYSIS. REFER TO MANUFACTURER'S UNFORESEEN CIRCUMSTANCES, SHALL BE CALLED TO THE ATTENTION OF THE PROJECT CONSTRUCTION MANA ER. INSTALLATION MANUAL FOR RECOMMENDED PIPE SUPPORT SPACING. 3. GUARANTEE i 6.2 REFRIGERANT LEAK TESTING 3.1 MECHANICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND THE COMPLETE SYSTEM OPERATION 6.2.1 AFTER ALL REFRIGERANT TUBING IS CONNECTED, THE ENTIRE SYSTEM, INCLUDING THE WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIAL THAT THE MECHANICAL CONTRACTOR PROVIDED CONDENSING UNIT, SHALL BE PRESSURIZED TO 150 PSIG WITH A MIXTURE OF APPROPRIATE REFRIGERANT FOR INSTALLATION, FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY THE OWNER. ANY PART OF THE i AND DRY NITROGEN. ALL CONNECTIONS, BOTH FLARED AND SOLDERED, SHALL BE THOROUGHLY FURNISHED EQUIPMENT ON THIS INSTALLATION WHICH PROVES DEFECTIVE, OR WAS DAMAGED IN SHIPMENT, CHECKED WITH AN ELECTRONIC OR HALIDE LEAK DETECTOR. ALL LEAKING SOLDER CONNECTIONS SHALL SHALL BE HANDLED AS STATED IN PARAGRAPH 4 ENTITLED "MECHANICAL CONTRACTOR INSPECTION BE DISASSEMBLED, CLEANED AND RE -SOLDERED. RESPONSIBILITIES". 6.3 EVACUATION 3.2 MECHANICAL CONTRACTOR SHALL GUARANTEE THAT THE UNIT HAS BEEN INSTALLED PROPERLY. 6.3.1 THE COMPLETE SYSTEM SHALL BE EVACUATED WITH A VACUUM PUMP. THE REFRIGERATION 3.3 MECHANICAL CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION TO THE EQUIPMENT COMPRESSOR SHALL NOT BE USED TO EVACUATE THE SYSTEM. MANUFACTURER'S DISTRIBUTOR, AND TO THE OWNER IF DEFECTS ARE ENCOUNTERED WITH THE EQUIPMENT. 6.3.2 THE COMPLETE SYSTEM, TO INCLUDE THE CONDENSING UNIT, SHALL BE EVACUATED A 3.3.1 MODEL NUMBER OF THE UNIT. MINIMUM OF THREE TIMES. THE VACUUM SHALL BE BROKEN THE FIRST AND SECOND TIME AT 500 MICRONS USING APPROPRIATE REFRIGERANT. THE THIRD VACUUM SHALL BE BROKEN BY THE CHARGING 3.3.2 SERIAL NUMBER OF THE UNIT. REFRIGERANT. 3.3.3 DATE OF INSTALLATION 6.4 SUCTION LINE INSULATION 3.3.4 DETAILED ACCOUNT OF THE PROBLEM, DIAGNOSIS, AND REPAIR WORK REQUIRED. 6.4.1 THE MAIN SUCTION LINE INSIDE THE COOLER (VAULT) TO INCLUDE THE "P" TRAP, THE VERTICAL SUCTION RISER, ALL ABOVE ROOF SUCTION PIPING SHALL BE INSULATED WITH 1/2"WALL ARMAFLEX OR ITS 3.3.5 PARTS REQUIRING REPLACEMENT. EQUIVALENT. ALL JOINTS SHALL BE PROPERLY SEALED WITH APPROVAL BY INSULATION MANUFACTURER'S ADHESIVE OR SEALANT. 3.3.6 STORE NUMBER AND ADDRESS. 6.5 CONDENSATE DRAIN LINES 3.4 MECHANICAL CONTRACTOR SHALL FURNISH TO THE OWNER'S REPRESENTATIVE ALL CERTIFICATES OF FINAL INSPECTION AND APPROVAL FROM INSPECTION AUTHORITIES HAVING JURISDICTION. 6.5.1 CONDENSATE DRAIN LINE MATERIAL SHALL BE 1" O D HARD DRAWN COPPER TUBING WALK IN COOLER REFRIGERATION SYSTEM INSTALLATION SPECIFICATION INTRODUCTION: THE CONTRACTING FOR INSTALLATIONS OF WALK-IN REFRIGERATION EQUIPMENT WILL BE ACCOMPLISHED IN THE FIELD AT THE ZONE LEVEL. THESE SPECIFICATIONS ARE TO AID IN PREPARATION OF NATIONAL STANDARD CONTRACT DOCUMENTS. N�-jgi7» 1.1 HEREAFTER IN THIS SPECIFICATION, THE WORD "MECHANICAL CONTRACTOR" SHALL REFER TO THE INSTALLING MECHANICAL OR REFRIGERATION CONTRACTOR AND "OWNER" SHALL REFER TO 7-ELEVEN, OWNER SHALL PROVIDE THE WALK-IN COOLER AND FREEZER REFRIGERATION SYSTEMS TO THE MECHANICAL CONTRACTOR AT HIS SHOP OR DESIGNATED STORAGE FACILITY, AND SHALL INCLUDE THE HEATCRAFT CONDENSER WITH ALL CONTROLS, LIQUID DRIERS, SIGHT GLASS, SUCTION FILTERS, SUCTION ACCUMULATORS, LOW AMBIENT HEAD PRESSURE CONTROLS, ALL FACTORY INSTALLED. THE EVAPORATOR FAN COILS SHALL INCLUDE A BEACON MICRO -PROCESSOR BOARD, ELECTRIC EXPANSION/SOLENOID VALVES, THERMISTORS, ALL FACTORY MOUNTED. THE MECHANICAL CONTRACTOR SHALL INSTALL THE SYSTEM AS SHOWN ON THE MECHANICAL PLANS AND SHALL FURNISH THE REFRIGERANT PIPING, SUCTION LINE INSULATION, CONDENSATE DRAIN LINES, AND REFRIGERANT AS REQUIRED. EXACT LOCATION OF THE CONDENSING UNIT(S) AND EVAPORATOR COILS WILL BE DETERMINED BY THE PLANS. 2. CODE REQUIREMENTS AND PERMITS 2.1 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES, AND ALL MODIFICATIONS REQUIRED BY THE INSPECTION AUTHORITY SHALL BE MADE BY THE MECHANICAL CONTRACTOR WITHOUT ADDITIONAL COST TO THE OWNER. 2.2 OBTAIN, PAY FOR AND FURNISH ALL REFRIGERATION PERMITS REQUIRED BY LOCAL OR STATE ORDINANCES OR CODES. 2.3 NO EXTRAS SHALL BE ALLOWED DUE TO CONDITIONS WITH WHICH THE MECHANICAL CONTRACTOR SHOULD HAVE BEEN FAMILIAR. 3. GUARANTEE 3.1 MECHANICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND THE COMPLETE SYSTEM OPERATION WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIAL THAT THE MECHANICAL CONTRACTOR PROVIDED FOR INSTALLATION, FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY THE OWNER. ANY PART OF THE FURNISHED EQUIPMENT ON THIS INSTALLATION WHICH PROVES DEFECTIVE, OR WAS DAMAGED IN SHIPMENT, SHALL BE HANDLED AS STATED IN PARAGRAPH 4 ENTITLED "MECHANICAL CONTRACTOR INSPECTION RESPONSIBILITIES". 3.2 MECHANICAL CONTRACTOR SHALL FURNISH TO THE OWNER REPRESENTATIVE ALL CERTIFICATES OF FINAL INSPECTION AND APPROVAL FROM INSPECTION AUTHORITIES HAVING JURISDICTION. 4. MECHANICAL CONTRACTOR INSPECTION RESPONSIBILITIES 4.1 CHECK EACH PIECE OF REFRIGERATION EQUIPMENT FOR DAMAGES AND SHORTAGES. IF SUCH CONDITIONS EXIST, THE MECHANICAL CONTRACTOR SHALL: 4.1.1 OBTAIN INSPECTION REPORT IN DUPLICATE FROM THE COMMON CARRIER AND NOTIFY OWNER OFFICE AND REFRIGERATION EQUIPMENT SUPPLIER IMMEDIATELY. 4.1.2 MAKE REPAIRS WHEN AUTHORIZED TO DO SO BY MANUFACTURER' REPRESENTATIVE, S REPLACING ANY MALFUNCTIONING PART(S) ON THE EQUIPMENT WITHOUT CHARGE TO THE OWNER. 5. EQUIPMENT 5.1 EVAPORATOR FAN COILS THE MECHANICAL CONTRACTOR SHALL HANG THE EVAPORATOR COILS IN ACCORDANCEWITH THE MECHANICAL PLAN. ALL MOUNTING HARDWARE, TO INCLUDE A BEARING SURFACE FOR THE HANGER RODS, SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR. THE EVAPORATOR FAN COILS ARE IN NO CIRCUMSTANCE TO BE SUPPORTED BY THE WALK-IN COOLER PANELS ALONE. 5.2 APPROVED COOLER (VAULT) REFRIGERATION EQUIPMENT MANUFACTURERS AND MODEL NUMBERS (R448A) 5.2.1 HEATCRAFT/BORN REMOTE CONDENSING UNITS INCLUDING (1) MEDIUM TEMP COMPRESSOR FOR VAULT COOLER, (1) LOW TEMP COMPRESSOR FOR VAULT ICE STORAGE, AND (1) LOW TEMP COMPRESSOR FOR VAULT FREEZER STORAGE. MECHANICAL CONTRACTOR SHALL INSTALL HEAT TRACE IN LOW TEMP SECTION OF VAULT. REF ELECTRICAL SPECIFICATIONS SECTION 3.5.12 FOR HEAT TRACE REQUIREMENTS. 6.5.2 THE LINES SHALL BE CAPABLE OF BEING OPENED AS CLOSE TO THE EVAPORATOR DRAIN AS POSSIBLE TO ALLOW EFFECTIVE CLEANING. 6.5.3 THE DRAIN LINE SHALL BE TRAPPED ON A VERTICAL SLOPE PRIOR TO REACHING THE RECEIVING FLOOR DRAIN OR PIT (WHICHEVER IS ALLOWABLE UNDER LOCAL CODES). 6.5.4 THE DRAIN LINE SHALL HAVE A DEFINITE SLOPE AWAY FROM THE EVAPORATOR OR DRAIN PIT (WHICHEVER IS ALLOWABLE UNDER LOCAL CODES). THE DRAINS FROM THE EVAPORATORS SHALL BE JOINED TO MAIN DRAIN LINE WHICH SHALL RUN TO A DRAIN LOCATION SHOWN ON THE MECHANICAL PLAN AND SHALL BE FIRMLY SUPPORTED WITH STRAPS AT LEAST EVERY SIX FEET ALONG THE DRAIN RUN. 6.6 SYSTEM SET-UP 6.6.1 THE OIL LEVEL IN THE COMPRESSOR SIGHT GLASS SHALL BE BETWEEN 1/3 AND 1/2 FULL AT ALL TIMES (FOR SEMI -HERMETIC COMPRESSORS ONLY. HERMETIC COMPRESSORS DO NOT HAVE OIL SIGHT GLASS). 6.6.2 THE PROPER AMOUNT OF REFRIGERANT SHALL BE CHARGED INTO THE SYSTEM WITH THE COMPRESSOR OPERATING AT THE PROPER HEAD PRESSURE (SEE MANUFACTURER'S SPECIFICATIONS). 6.6.3 ONLY SUNISO-3GS OIL SHALL BE USED ION THE MEDIUM TEMP SYSTEMS AND MOBIL EAL ARCTIC 22 CC OIL SHALL BE USED IN THE LOW TEMP SYSTEMS. 6.6.4 THE THERMOSTATIC EXPANSION VALVE SUPERHEAT IS CONTROLLED BY THE BEACON MICRO -PROCESSOR BOARD AND IS FACTORY SET AT 8 DEG. THE MECHANICAL CONTRACTOR SHALL CHECK THE SUPERHEAT AT THE COMPRESSOR TO ENSURE THE COMPRESSOR SUPERHEAT MEETS THE COMPRESSOR MANUFACTURER'S GUIDELINES. THE MECHANICAL CONTRACTOR MAY HAVE TO ADJUST SUPERHEAT AT BEACON BOARD TO CORRECT INCORRECT SUPERHEAT READINGS AT THE COMPRESSOR. 6.6.4.1 THE WALK-IN COOLER AND FREEZER THERMOSTATS AREA PART OF THE BEACON MICRO- PROCESSOR SYSTEM AND ARE FACTORY MOUNTED. THE MECHANICAL CONTRACTOR SHALL PROGRAM THE BEACON 11 BOARDS AS FOLLOWS: VAULT COOLER TEMPERATURE SETPOINTS: VAULT COOLER: +380 F VAULT ICE: +20° F VAULT FREEZER: -100 F BEER CAVE: +280 F OTHER REFRIGERATION EQUIPMENT TEMPERATURE SETPOINTS: SANDWICH CASE: +320 F CONDIMENT STATION: +380 F ICE CREAM CASE: -100 F ICED COFFEE/CREAM DISPENSER: +380 F UNDER COUNTER REFRIGERATED STORAGE: +380 F BACKROOM FREEZER: +100 F 6.7 PENETRATIONS 6.7.1 ALL OPENINGS THROUGH THE WALK-IN PANELS REQUIRED FOR HANGERS, CONDENSATE DRAIN LINES, STRAPPING AND REFRIGERANT PIPING SHALL BE SEALED EXTERIOR AND INTERIOR BY THE MECHANICAL CONTRACTOR TO PREVENT MOISTURE FROM ENTERING THE INSULATION, AND TO MAINTAIN THE WALK-IN VAPOR BARRIER. 6.7.2 THE MECHANICAL CONTRACTOR SHALL SEAL OFF ALL PASS -THROUGH OPENINGS REQUIRED FOR REFRIGERANT TUBING IN ACCORDANCE WITH REQUIREMENTS STATED ON MECHANICAL PLAN. 7. ELECTRICAL 7.1 ALL PROVISIONS FOR WIRING (LINE VOLTAGE AND BEACON LOW VOLTAGE) SHALL BE BY THE ELECTRICAL CONTRACTOR. FINAL BEACON LOW VOLTAGE WIRING CONNECTIONS SHALL BE BY THE MECHANICAL CONTRACTOR. 8. MECHANICAL CONTRACTOR CLEAN-UP RESPONSIBILITIES 8.1 REMOVE ALL CRATING FROM PREMISES. 8.2 REMOVE ALL LABELS AND CLEAN CONDENSING SURFACES IF REQUIRED, AND STRAIGHTEN CONDENSING COIL FINS IF REQUIRED, 8.3 TOUCH-UP AND REPAIR PAINT AS REQUIRED, SPECIFICATIONS: MISCELLANEOUS REFRIGERATED EQUIPMENT 1. SCOPE 1.1 HEREAFTER IN THIS SPECIFICATION, THE WORD "MECHANICAL CONTRACTOR" SHALL REFER TO THE INSTALLING MECHANICAL OR REFRIGERATION CONTRACTOR AND "OWNER" HALL REFER TO 7-ELEVEN. SOWNER SHALL PURCHASE THE EQUIPMENT AND ARRANGE TO HAVE THAT EQUIPMENT DELIVERED TO THE STORE SITE. THE MECHANICAL CONTRACTOR SHALL HAVE UNITS UNCRATED, SET IN PLACE, LEGS INSTALLED (IF APPLICABLE), EQUIPMENT LEVELED, INSTALL THE CONDENSATE DRAIN LINES (IF REQUIRED) AND STARTUP THE UNITS PER THE INSTALLATION INSTRUCTIONS PROVIDED WITH THE EQUIPMENT. POWER WIRING FROM THE ELECTRICAL PANEL TO THE WALK-IN COOLER IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR'S ELECTRICAL SUB -CONTRACTOR. EXACT LOCATIONS OF EQUIPMENT WILL BE DETERMINED BY THE FLOOR PLAN AND MEASUREMENTS AT THE BUILDING AND IN COOPERATION WITH CONTRACTORS AND IN ALL CASES, SHALL BE SUBJECT TO APPROVAL OF THE OWNER'S DIVISION CONSTRUCTION MANAGER. 2. CODE REQUIREMENTS 2.1 ALL PROPOSALS SHALL INCLUDE, AND WORK PERFORMED SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES, WHICH SHALL BE DELINEATED, AND ALL MODIFICATIONS REQUIRED BY THE INSPECTING AUTHORITY SHALL BE MADE BY THE MECHANICAL CONTRACTOR WITHOUT ADDITIONAL COST TO THE OWNER. ANY DEVIATIONS REQUIRED DUE TO UNFORESEEABLE CIRCUMSTANCES, SHALL BE CALLED TO THE ATTENTION OF THE DIVISION CONSTRUCTION MANAGER. 3. GUARANTEE 3.1 MECHANICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND THE COMPLETE SYSTEM OPERATION WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIAL THAT THE MECHANICAL CONTRACTOR PROVIDED FOR INSTALLATION, FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY THE OWNER. ANY PART OF THE FURNISHED EQUIPMENT ON THIS INSTALLATION WHICH PROVES DEFECTIVE, OR WAS DAMAGED IN SHIPMENT, SHALL BE HANDLED AS STATED IN PARAGRAPH 4 ENTITLED "MECHANICAL CONTRACTOR INSPECTION RESPONSIBILITIES". 3.2 MECHANICAL CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION TO THE EQUIPMENT 3.2.1 MODEL NUMBER OF THE UNIT 3.2.2 SERIAL NUMBER OF THE UNIT 32.3 DATE OF INSTALLATION 3.2.4 DETAILED ACCOUNT OF THE PROBLEM, DIAGNOSIS, AND REPAIR WORK REQUIRED 3.2.5 PARTS REQUIRING REPLACEMENT 3.2.6 STORE NUMBER AND ADDRESS 3.3 MECHANICAL CONTRACTOR SHALL FURNISH TO THE OWNER'S REPRESENTATIVE ALL CERTIFICATES OF FINAL INSPECTION AND APPROVAL FROM INSPECTION AUTHORITIES HAVING JURISDICTION. 4. INSTALLATION REQUIREMENTS 4.1 GENERAL 4.11 THE EQUIPMENT FROM VARIOUS MANUFACTURERS IS CONFIGURED SIMILARLY WITH MINOR DIFFERENCES DUE TO INDIVIDUAL MANUFACTURER'S DESIGN. INSTALLATION INSTRUCTIONS ARE BASICALLY SIMILAR FOR EACH MANUFACTURER'S EQUIPMENT, 4.2 RETAIL REFRIGERATION EQUIPMENT 4.2.1 INSTALLATION INSTRUCTIONS PARTS REQUIRED: 1. R448A REFRIGERANT FOR ALL REMOTE CONDENSING UNITS EXCEPT ICE MAKER AND SLURPEES (R404A): UP TO 15LBS 4 OZ PER CONDENSER. 2. WALL MOUNTED ELECTRICAL JUNCTION BOX WITH STRAIN RELIEF 3.50 FEET (MAX) OF ELECTRICAL CONDUIT WITH MINIMUM AWG 22 STRAND 7X30 WIRE. 4. MOUNTING HARDWARE FOR JUNCTION BOX BRACKETS, CLAMPS AND REMOTE CONDENSER. CONTENTS OF KIT: 1. REMOTE CONDENSER 2. FLEXIBLE LINE SET 3. QUICK DISCONNECT FITTINGS 4. 50 FEET OF 3/8" INSULATED LINE SET 5. 50 FEET OF 5/8" INSULATED LINE SET 6. COPPER ELBOW FITTINGS 7. MOUNTING STRUT AND CLAMPS 8. JUMPER FOR ELECTRICAL CONNECTION INSTALLATION INSTRUCTIONS: 1. UNPACK CONDENSER 2. CONDENSER INSTALLATION 3. REFRIGERATION LINE INSTALLATION 4. ELECTRICAL CONNECTIONS 5. FBD UNIT INSTALLATION 6. REFRIGERANT CHARGING 7. UNIT START UP INSTALLATION: 1. CAREFULLY UNPACK THE CONDENSING UNIT. 2. CONDENSER INSTALLATION: INSTALL THE REMOTE CONDENSER ACCORDING TO THE DOCUMENT "INSTALL AND MAINTENANCE DATA" PROVIDED WITH THE CONDENSER. 4.2.2 ICE MAKER (PIPED TO THE HOSHIZAKI REMOTE CONDENSING UNIT. PRECHARGED REFRIGERANT LINE SET FURNISHED BY THE I MA KER A KER MANUFACTURER.) 4.2.3 SANDWICH CASE (PIPED TO THE HEATCRAFT REMOTE CONDENSING UNIT. PRECHARGED REFRIGERANT LINE SET FURNISHED BY THE SANDWICH CASE MANUFACTURER.) 4.2.4 SLURPEE (PIPED TO THE FBD SINGLE REMOTE CONDENSING UNIT. PRECHARGED REFRIGERANT LINE SET FURNISHED BY THE SLURPEE MANUFACTURER.) 4.2.5 FROZEN LEMONADE (PIPED TO FBD DUAL REMOTE CONDENSING UNIT. PRECHARGED REFRIGERANT LINE SET FURNISHED BY THE FROZEN LEMONADE MANUFACTURER. 4.3 CONDENSATE DRAIN 4.3.1 NORMALLY, THE CONDENSATE DRAIN CONNECTION INCLUDED WITH THE UNIT, WILL BE STUBBED OUT AT THE BOTTOM OF THE CABINET, (IF REQUIRED). MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A DRAIN LINE FROM THE CABINETS TO THE FLOOR,DRAIN. IT SHALL BE PERMISSIBLE TO MANIFOLD THE DRAINS INTO COMMON DRAIN LINE; THE MANIFOLD SHALL BE 1 INCH DIAMETER MINIMUM. COPPER WILL BE ACCEPTABLE. EACH DRAIN CONNECTION SHALL BE FULL SIZE OF THE EQUIPMENT DRAIN CONNECTION SERVED. 4.4 UNIT START UP AND CHECKOUT 4.4.1 MECHANICAL CONTRACTOR SHALL FOLLOW THE SPECIFIC UNIT INSTALLATION PROCEDURES WHICH ARE PACKAGED WITH EACH PIECE OF EQUIPMENT WHEN DELIVERED TO THE STORE. 5. MECHANICAL CONTRACTOR RESPONSIBILITIES 5.1 REMOVE ALL CRATING FROM PREMISES. 5.2 CHECK EACH PIECE OF REFRIGERATION EQUIPMENT FOR DAMAGES. NOTIFY THE OWNER'S DIVISION OFFICE IMMEDIATELY. MAKE REPAIRS ONLY WHEN AUTHORIZED TO DO SO. 5.3 OBTAIN, PAY FOR AND FURNISH ALL REFRIGERATION PERMITS REQUIRED BY LOCAL OR STATE ORDINANCES OR CODES. 5.4 COMPLY WITH ALL LOCAL AND STATE CODES; IN',JURISDICTION WHENEVER THE SPECIFICATIONS DO NOT MEET CODES, THE CODES SHALL TAKE PREFERENCE. NOTIFY OWNER'S DIVISION CONSTRUCTION OFFICE REGARDING REQUIRED MODIFICATIONS. 5.5 NO EXTRAS SHALL BE ALLOWED DUE TO CONDITIONS WITH WHICH THE MECHANICAL CONTRACTOR SHOULD HAVE BEEN FAMILIAR. 6. ELECTRICAL 6.1 ALL PROVISIONS FOR WIRING, EXCEPT LOW VOLTAGE CONNECTIONS, SHALL BE BY THE ELECTRICAL CONTRACTOR. FINAL CONNECTIONS SHALL BE BY THE MECHANICAL CONTRACTOR FOR LOW VOLTAGE. 6.2 ALL ELECTRICAL POWER SUPPLY WIRING SHALL BE BY ELECTRICAL CONTRACTOR. 6.3 ALL LINE VOLTAGE CONTROL WIRING FROM THE RETAIL REFRIGERATION EQUIPMENT TO THE CONDENSER UNIT(S) SHALL BE BY THE ELECTRICAL CONTRACTOR. rev 02/28/19 �vCODAPL ANCE of C 5T. LU IE C UHT®' IA N O 9 - O - QN OO U C; ON w 4 ro 0 0 0 F- ( U) o N z u ® Q Z ¢O 0 0 Z M M gLL UI Lu Zo Who z L LL a Ucy)U U ILL ui NU Of ui N�N Lf� LL } o � z C7 W Z LJi Y °6 U z Wty w �Oa U uw Lu p 0 r. Z lL a W W O U LL W 0- W rlliiti `���Ilu 1 y 0 O' = w UA w rK:< o Z O`I I PRO r 3 3 U) o N 0 o Z � N 0 N W N Lu O Z U w U w o a o 0 1 SPLG7ME El— lmll� 3 , FOR CARWASH I 30INGRESS A D EGRESS �i EASEMENT AS OWN ORB. 3035, PA G 2167 I 3 CPY-FLEl m AT-B h - o CPY-FLAT43 CPY FLAT B I a w � CPY-FLAT-B am I ! o CPY-F T-B ® CPY-FL®-B Qa I o O O m I I 3 IR I a CPY-FLAT-B o ® ® I I 3 CPY•FLAT•B CPY•FLAT•B I L ° o CPY FLAT-B I 3 a o 0 0 0 0 0 o 0CPY-FLAT-B CPY-FLAT-B 5 L-31 XSPLG-4ME- I I I 3 XSPLG-4ME 5 ' I5 XSP G-4 E I 3 I j I I I XSPLG ME L- I COORDINATE LOW VOLTAGE FOR 2 I MONUMENT SIGN & PRICE CHANGER WITH SIGN CONTRACTOR. d I e " -37 OSITE POWER PLAN 1/16 1,-U' KEYNOTES -POWER Fq FUEL CANOPY. REFER TO FUEL DRAWINGS FOR ADDITIONAL WORK IN THIS AREA UNDER SEPARATE CONTRACT. (1) 3/4 "C WITH PULL WIRE FOR DATA. COORDINATE FINAL LOCATION AND ROUTING WITH SIGN CONTRACTOR AND OWNER REPRESENTATIVE PRIOR TO TRENCHING. COORDINATE WITH FUEL AND CIVIL PLANS FOR EXACT LOCATION OF AIR VAC PRIOR TO TRENCHING. CIRCUITS FROM PANELBOARD L. CIRCUITS L-28, L-32, AND L-34 EACH 2#10, #10G, 1 "C IS STUBBED OUT OF BUILDING AND CONTINUES BY FUEL CONTRACTOR. USE 2#10, #10G IN 1" CONDUIT. COORDINATE EXACT QUANTITY, TYPE, AND SIZE OF FUELING CONDUITS WITH FUELING PLANS. REFER TO SHEET E2.1 FOR EXTERIOR LIGHTING CONTROLS AND REQUIREMENTS REFER TO SHEET E1.1 FOR WIRE AND CIRCUIT SIZES, COORDINATE EXACT LOCATION AND QUANTITY OF EXTERIOR SIGNS WITH SIGN PACKAGE REFER TO PHOTOMETRIC ON SHEET E2.4 FOR EXACT LOCATIONS AND SPECIFICATIONS OF SITE LIGHTING NOTE 1 POLE BASE COVER EXOTHERMIC WEIR \ HANDHOLE W/NON-FERROUS >/-- TAMPERPROOF SCREWS GALV. STEEL BASE PLATE BOLTS AND WASHERS 1"X45' CHAMFER �— PROVIDE 1/2 TIE SPACING ABOVE GRADE — (4) 1"X36" GALV STEEL ANCHOR RODS FINISH GRADE a REF STRUCT a' < CONDUIT &CONDUCTORS, SEE SITE PLAN FOR POWER & SIZE �a a , ; REINF. RODS, REFER TO STRUCTURAL PLANS CONCRETE BASE 20'-0" BARE #6 CU. IN GROUND UNDER BASE -0--REF STRUC 1: FOR TOTAL HEIGHT OF POLE FROM GROUND REFER TO PHOTOMETRIC PLAN. LIGHT POLE BASE ELECTRICAL DETAIL N.T.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC N O CV zW E— O Q Q 0 z 6) Z cM T ALL .J^.WCL J v_ Z a W�0U �U)LLI a LLJU0)(-) U J LL W U Of CL U- z= o W?� `L '0 U z Woo J O n- U w WEB oO Z LL a � o F5 m w u J � � d N Z N O N N W. Z a o w o NDUIT PENETRATION CONDUIT AT CEILING PENETRATION 4LED WITH SILICONE FILLED WITH SEALANT 4LANT CONDUIT AND WIRING TO PANEL NDUIT AND WIRING TO FURNISHED BY OWNER, INSTALLED BY G.C. KT JUNCTION BOX ON COOLER/FREEZER BOX CEILING ME SYSTEM CEILING MOUNTED WP JUNCTION BOX - WITH THREADED HUBS AND GASKETED COVERPLATE YPICAL COIL PROVIDE CEILING MOUNTED MANUAL TWO -POLE SWITCH IN WEATHERPROOF ENCLOSURE. LIQUID TIGHT FLEX CONDUIT TO KNOCKOUT ON UNIT. FINAL CONNECTION TO COIL BY GC DIRECTLY IN FRONT OF DISCHARGE FAN, OFFSET TO SIDE. TOTE: DO NOT LOCATE WP JUNCTION BOX 3DEVAPORATOR COIL WIRING N.T.S. 27 MC CABLE RE WAY EMT CONDUIT w 1 I 00c o CEILING r-- -- -- ---- -r------------- ----------------- TOORE 1 I WAY. I EMS I o p w I TELEPHONE 1 CP_7 I i EPPBOARD m w 1 SPD i o >00 ww ow JaZ Q METER NEW 1 I Oo PANEL I NEW NEW NEW MOP NEW I NEW WIRE WAV V I PNL PNL PNL i PNL g ^� CT 1. A B S 1 PNL P a I CABINET DBOX I 3HOLE-10DA III 1 1 CONTACTOR r I IR IR IDD ID 1 ' 1 DD L ID. ; CONT G OR OO I WIRE WAV RE WA WIREWAY "E wpv 1 ----`------------------- Iww ----w r---------------'---------- r-- - - - - -- 0W.Z o� o >0 w 2 w w FLOOR 11 z a z z wpp o WW W ¢yo a w ~�w oz o -o 0 0 CPANELBOARD ELEVATION N.T.S. NEW PANEL METER/CT MDP CABINET +93 I I t4 � � �' A-22,2 B- 3,2 i it g 5 1 � A-38 g-17 ICE -- I a ' +4r' o L14-5 L+42" +42" ? .FR J-- 'C� EEZER-- I�- _ - � � -—_-_�_� (TYP) B _26 B-50 p'9 B-50 /` L5 0 26 / 26 J� I 8 iUJI1 A7 15 8 � +24" 11 --I B- 1,63 - s= j13T15--------- iA_7BEER CAVE o �1+42 s 3 S-2 GFcI A-26,28_ L6-20 - A-40.42 ------ B 7,29 + SPK A-18Q', JA-491 _ - 21 I 6-20 6-20 1530 G 46 B_y 20 / A-16 he G I - - �� _ L r - - --- - -- - -- 15 r, liil ° + 8" 1 4 +7' ' +7 "�. „ - n g_ 1y ❑ __ 4 +1 ! i B-20 `� S 2 -15R G I + 4 j r w A 51 IPTD -48,5 4LG NEW 3 It"' 6-30 PANEL S I +42 I NEW 2 E1.0 - B-8 L54" -- - NEW + 29 A 14LG PANEL L PANEL BI 24' D NEW J 8-2 2 PANEL A - - - -- -- _ rk-15R FC i[El.0 A3 A-2 - I- A-15 +24" ._ TJ I. +1 — - \ j ECESS D 15 8 CLOCK A 31 .-I E1.6 4 + 3„ - 15 CI COOLER - _®- o i VAULT — S 11 o - IL �� - 1 E1.0 2 F-27 - I--J I �LG NEW I� I� r 1 1 9 (TYP) - - — - -- --- --1 �-- -J TO PANEL F CO2 r= 011 1 1� ,h I L-8„ 15 - '0 5R B 17 +24 3 /60A/N4 O 3P/60A/NF --i S-1 i 1.0 7 +96" 2 6 5 6r I S 2 v i - 6 1 1 S'2 � 1 E1.6 f g_g S-5 ��L 10 0. B-50 L-14 L 4 14 1 +93" S-2 13 S J +36" 0 +42" i 9 JI' L-14 - L 33 -- HBL 25 L-27 4792 - __- D 18 +154" / \ 78 L-33 A 4 La- A-4 ` WP/GFCI WP/GFCI 16 16 NOTE: MONEY D LOTTO CORDSOTO BERRANAN S-3 IN SAME GROMMET. 1 P/30A/NF - _ - NOTE: THERE SHALL BE NO NEMA-3R - RECEPTACLES INSTALLED UNDER PO WER PLAN z - THE LOTTO SCRATCH UP AREA. 1 1/4„ = 1,-O„ O ELECTRICAL NOTES: 1. ALL RECEPTACLES SERVED FROM PANEL "S" SHALL BE OF THE ISOLATED GROUND TYPE. ALL CIRCUITS SHALL CONTAIN A HOT, NEUTRAL, GROUND AND ISOLATED GROUND CONDUCTOR. 2. AMPACITY OF ALL CONDUCTOR SIZES SHOWN ON PLANS IS BASED ON 75°C RATED TERMINATIONS AND CONDUCTOR INSULATION. CONTRACTOR SHALL FIELD VERIFY EQUIPMENT TEMPERATURE RATINGS OF ALL TERMINATIONS AND ADJUST CONDUCTOR SIZES PER NEC 110.14(C) 3. ALL WIRING IS COPPER. REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER INFORMATION. 4. ALL WALL MOUNTED RECEPTACLES SHALL BE 18" A.F.F ON CENTER. UNLESS NOTED OTHERWISE. 5.. FURNISH AND INSTALL CORD AND CAP FOR ALL EQUIPMENT CONNECTED TO NEMA L-14R RECEPTACLE. 6. G.C. TO COORDINATE POWER REQUIREMENTS FOR EXTERIOR SIGNAGE. 7. THE UNGROUNDED AND GROUNDED CONDUCTORS OF EACH MULTIWIRE BRANCH CIRCUIT SHALL BE GROUPED BY WIRE TIES OR SIMILAR MEANS IN AT LEAST ONE LOCATION WITHIN THE PANELBOARD OR OTHER POINT OF ORIGINATION. REF NEC (210.4(D)) 8. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUITS ORIGINATES. REF NEC (210.4) 9. CONDUITS THAT ARE EXPOSED TO WIDELY DIFFERENT TEMPERATURES, SUCH AS COOLERS, FREEZERS OR SERVICE ENTRANCE CONDUCTORS, SHALL BE SEALED TO PREVENT CIRCULATION OF AIR AND/OR MOISTURE. REF NEC (300.7 (A)) 10. CONDUIT AND WIRING IN AREAS WHERE EXPOSED SHALL BE ROUTED AT 90 DEGREE ANGLES PERPENDICULAR OR PARALLEL TO JOISTS. COORDINATE PAINTING OF CONDUIT WITH ARCHITECTURAL FINISHES. KEYNOTES -POWER EXHAUST FAN. SWITCH FAN WITH RESTROOM LIGHTS, TYP. DEVICES SHALL BE NEMq L:20 UNLESS NOTED OTHERWISE. TYP OF 120V-20A CIRCUITS. EXTERIOR SIGNAGE J-BOK COORDINATE FINAL LOCATION WITH SIGNAGE CONTRACTOR AND CONSTRUCTION MANAGER. RUN EXTERIOR BUILDING SIGNS THROUGH PHOTOCELL DRIVEN CONTACTOR. PROVIDE PAD -LOCKABLE BREAKER FOR MAINTENANCE. aENERGY MANAGEMENT ENCLOSURE PROVIDED BY OTHERS, PROVIDE 120V DEDICATED CIRCUIT ONLY. RECEPTACLE FOR ATM SIGN. VERIFY LOCATION WITH CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF WORK. WINDOW RECEPTACLES. MOUNT FLUSH IN CEILING, MOUNT ABOVE WINDOW HEADED IN OPEN CEILING AREA, PER NEC TELEPHONE BOARD: 4'X4' -8/4" PLYWOOD WITH (1) #6 CU. GROUND FOR FUTURE USA MOUNTED ABOVE 4'X4'X3/4" PLYWOOD WITH (1) #6 CU, tROUND PER TELE. CO. REQUIREMENTS. Q TS. MOUNT RECEPTACLE ADJACENT TO OR ABOVE TELEPHONE BOARD, DO NOT MOUNT BELOW. PROVIDE PAD -LOCKABLE BREAKER FOR MAINTENANCE PER N.E.C. 422.31(B). COORDINATE EXACT' LOCATION OF ELECTRICAL OUTLET WITH CONSTRUCTION MANAGER PRIOR TO ROUGH -IN. REFER TO EVAPORATOR COIL WIRING DETAIL, RE: 3/E1.0, TYP. 10 VEEDER ROOT: COORDINATE INSTALLATION WITH FUELING PLANS. INSTALL IN ACCESSIBLE LOCATION. MOUNT AT 48" A.F.F. TO BOTTOM. 11 F, 11 RECEPTACLE FOR MOTION SENSOR FAUCET. REFER TO ARCHITECTURAL SHEETS FOR EXACT ROUGH -IN LOCATIONS, TYP. 12 RECEPTACLE FOR WATER FILTRATION BOOSTER PUMP, E.C. TO INSTALL WATER-RESISTANT, "WHILE -IN -USE" COVER. 13 E.C. TO PROVIDE WIRING FOR COOLER AND/OR FREEZER DOOR HEATERS AND DOOR FRAMES AND CONNECT TO MANUFACTURER SUPPLIED JUNCTION BOX(ES). 14 E.C. TO INSTALL WEATHERPROOF J-BOX FOR RAYCHEM HEAT TRACE WHICH SUPPLIES FREEZE PROTECTION FOR FREEZER CONDENSATE LINES. FURNISH HEATTRACE AND PROVIDE GFI-EPD CIRCUIT BREAKER AND INSTALL PER MANUFACTURER'S REQUIREMENTS. REF. - ELECTRICAL SPECIFICATIONS. 15 ROUTE CIRCUITRY FOR EQUIPMENT UNDER SLAB, RE: 1/E1.2 16 SERVICE RECEPTACLE, WEATHERPROOF GFCI. 17 REFER TO DETAIL #5 ON GAS PLANS SHEET G10 FOR PANEL'F CONDUIT ROUTING. 18 EMERGENCY GAS SHUT-OFF @ 48" A.F.F. 19 TRANSMITTER RECEPTACLE, G.C. TO PROVIDE. MR. CHIME ENTRANCE ALERT TRANSMITTER (DA4TAC). CONTACT MR. CHIME AT 877-672-4463. 20 RECEIVER RECEPTACLE, G.C. TO PROVIDE. MR. CHIME RECEIVER (DARD). 21 INSTALL WEATHERPROOF SPEAKER, G.C. TO PROVIDE MR. CHIME SPEAKER (SPK).MOUNT ON WALL IN WALK IN COOLER AND CONNECT TO NEAREST RECEIVER OUTSIDE OF COOLER. 22 ISOLATED GROUND (IG) 20 AMP CIRCUIT FOR ATM, FLUSH MOUNT DUPLEX FACE PLATE WITH ORANGE RECEPTACLE. 23 GUTTER LOOPS - ROUTING OF ALL WIRING THROUGH GUTTER AND BETWEEN PANELS AND OTHER WIRING DEVICES. 24 NOT USED. 25 E.C. TO MAINTAIN 2" SPACING BETWEEN RECEPTACLES FOR STAND UP LOTTO MACHINE. 26 RECEPTACLE FOR SPEAKER TO BE FLUSH MOUNTED DIRECTLY BEHIND SPEAKER. VERIFY EXACT HEIGHT AND LOCATION WITH ARCHITECTURAL DRAWINGS. INSTALLER TO HIDE POWER CABLE BEHIND THE SPEAKER USING CABLE TIES. 27 WIREWAY TO COMPLY WITH WIREWAY SIZE, NUMBER OF CONTACTORS, AND REDUCTION FACTOR PER NEC 376.22 (A) & (B). REVIEWE CODE COIiP1PLW4. ST. LUCIE CO1 s-'y, BOCC SYMBOL LEGEND TELEPHONE! DATA OUTLET (Q�� SPECIAL RECEPTACLE T (SEE NEMA CONFIG) JUNCTION BOX FUSED DISCONNECT (jO� i1 125 V DUPLEX RECEPTACLE, NON -FUSED DISCONNECT 125 V RECEPTACLE, WALL SWITCH CEILING MOUNT DUPLEX PANELBOARD T125 V RECEPTACLE, SIMPLEX WEATHERPROOF SPEAKER 125 V RECEPTACLE, DOUBLE DUPLEX [ES) FUEL E-STOP (NOTE: NOT ALL SYMBOLS ARE USED) N O O a —M I* w �\c) ,y v w z O �• R e-I O Qi FBI � c w N 0 N zW t- ® 0 Z10 0 Z cM CM g� Ur wQ Z 12 ED Z `n a W Uoa � rn U c> LL U w 0- Of O LL t7 L.Lj z W yy �L i z WWw �0� w w EI 1 p O L n k, N o 0 0 LU w LU Of a N Z 1— p N N O N O Z � U H PANELBOARD: MDP FAULT CURRENT: EQUIPMENT GROUND BUS BUS AMPS: 1200A AIC RATING: 65000 FULLY RATED MAIN SIZE/TYPE: MLO SERVES: VOLTS/PHASE:208Y1120V, 3PH, 4W MOUNTING: SURFACE SECTION:1 LOCATION: EXTERIOR CKT NO. DESCRIPTION VOLTAMPS/PHASE WIRE NO. BKR AMP P P BKR AMP WIRE NO. VOLTAMPS/PHASE DESCRIPTION CKT NO. A B C A B C 1 PNLBD A 29,690 600 400 3 3 400 604 ' PNLBD 84 2 3 32,130 ,. ;:: 28,940 ,:. 259846 7,8 PNLBD L 1 125 3 3 100 3� PNLBD S11 9 I: 9 860 IN :: 2 350 13 913 12 1321360 PNLBD CW 1/0 300 3 1 .- .. SPACE 14 15 ... :; 20 920: 1,. , `-., :,.: SPACE 16 17' 21,930 1 :`; SPACE 18 SUBTOTAL 1 61,178 1 62,910 1 64,783 30,084 29,814 _ 334 . SUBTOTAL TOTAL PHASE A - VA 91,262 LOAD CONN. VA DF I LOAD I CONN. VA DF AMPS 761 COOLING 28,800 1.001 REFRIGERATION 1.00 TOTAL PHASE B - VA 92.724 HEATING 0 SIGN/DISPLAY 1.25 AMPS 773 LIGHTING 13,011 1.25 KITCHEN 52,660 0.65 TOTAL PHASE C - VA 93,117 RECEPTACLES 12,680 1.0/.5 EXISTING 1.00 AMPS 776 MOTORS 12,770 1.00 LARGE MOTOR 1.25 TOTAL DEMAND 260,585 VA 723A TOTAL PNLBD - VA 277,103 SUPP HEAT 1.00 SHOW WINDOW 1.25 AMPS 769 MISC. EQUIP 157,182 L00 ILTGTRACK 1.00 PANELBOARD NOTES PANELBOARD: A FAULTCURRENT: SERIESRATED EQUIPMENT GROUND BUS BUS AMPS: 400A AIC RATING: 65000 SERIES RATED MAIN SIZE/TYPE: MLO SERVES: VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: ELEC ROOM CKT NO. DESCRIPTION VOLTAMPS/PHASE WIRE NO. BKR AMP P P BKR AMP WIRE NO. VOLTAMPS/PHASE DESCRIPTION - CKT NO. I A B C A B C 1 (+,L) HEAT TRACE 80 _ - .. .; 12 20 Ill 20 72 730 .,_: REACH IN FREEZER 2 3 PASTRY CASE,.__.,, 12 20 1 1 20 12 + _;';._ 900 ..;,..: SERVICE RECEPT 4 5 NITROGEN UNIT _ 600 12 20 1 1. 20`; - SPARE 6 7 RESTROOM RECEPT (G) 1,080 12' 20 1 1 20 12 1,800 T.,..:;. _... , q.: CAPPUCINO 8 9 SALES AREA RECEPT 12 20 1 2 20 12 :..:.,._; 1,280 ",: HOT DOG ROLLER 10 11 MILK REFRIG,,; ,;; 1,800 12 20 1 - :,;: 1,280 12: 13 WATER CHILLER 720 , .. 12 20 1 1 20 12 540 ,... SANDEN HOT DISPLAY 14 15 OPEN DISPLAY MERCH :. 830 :. _'. , ... 12 20 1 1 20 12 830 .OPEN DISPLAY MERCH 16 17 SINK RECEPT (G) 360 12 20 1 2 20 12 = - 1 490 CUSTOMER MICROWAVE 18 -19 HOT DOG ROLLER 1,280 12 20 2 1,490 20 21 2 30 10 ., . 2100 -.: ,;, SLURPEE 413 22 23 SOFT HEAT COFFEE, 2,600 8 40 -25 2,600 2 20 12 1 560 ,`, ., .... NOVELTY CASE 26 27 FRANKE COFFEE BREWER : 2,900 10 30 2 28` Zg :. 2 900 3 50 6 4800 ,.. 4,800 a RTU-1 30 31 WISCO.FOOD WARMER 640 : 12 20 1 32 33' BUN WARMER -... ._..- 100. :._......'.. 12 12 20 2 MOM 4,800 s;�- ..: 34 35 .;:. 1 20 12 180 CONDIMENT COUNTER (G) 36 37 VAULT COOLER CONDENSER 3480. .. 8 45 3 1 20 12 360 .. .;:; 6'SANDWHICH CASE 38 39' - 3480 2 20 12 ": 1 490= CUSTOMER MICROWAVE 40 41 3,480 1,490 42 43 FBD SLURPEE 1,800 12 20 2 1 20 12 50 - RECIRC PUMP 44 45 1 800' : 1 20 12 360 ` CO2 MONITOR - 46 47 BNB SYRUP -- - ,:.;: -. . , -, : 180 12 20 1 2 30 10 .;.: ...: 2,520 COUNTER TOP OVEN (G) 48 49 UNDERCOUNTER FRIDGE 260 S 20 1 2,520 50 51 SANDEN HOT FOOD DISPLAY . - .-- 1,100 12 20 1 2 30 10 ::. 2,880 ,..` . SPECIALTY COFFEE 52 53 BNB SYRUP - ., : ---..... 180 12 20 1 "- 55 LOW TEMPERATURE FREEZER CONDENSER 8 40 2 1 20.' :; r' .. SPARE 56 57 3,900 ;_ -: 1 20 r- - -: ,;. SPARE 58 59 SPARE ...._; 20 1 1 20 .....; SPARE 60 61 SPACE ..; 1 1 ` ..SPACE 62 83 SPACE .:: :_ �.; 1 1 _::.._ ,:.._:. SPACE 64 65 SPACE 1 1 SPACE 66 67 SPACE 1 1 SPACE 68` 69 SPACE 1 1 SPACE 70 71 SPACE.. _ 1 1 .; SPACE 72 SUBTOTAL 15,840 15,930 12,200 13,850 16,200 16,740 SUBTOTAL TOTAL PHASE A - VA 29,690 LOAD CONN. VA OF LOAD CONN. VA OF AMPS 247 COOLING 14,400 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 32,130 HEATING 0 SIGN/DISPLAY 1.25 AMPS 268 LIGHTING 1.25 KITCHEN 40,400 0.65 TOTAL. PHASE C -VA 28,940. RECEPTACLES 2,960 1.0/.5 EXISTING 1.00 AMPS 241 MOTORS 50 1.00 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 90,760 SUPP HEAT 1.00 SHOW WINDOW t25 76,620 VA AMPS 252 MISC EQUIP 32,950 1.00 LTG TRACK 1 1.00 213 A PANELBOARD NOTES PANELBOARD: L FAULTCURRENT. SERIESRATED EQUIPMENT GROUND BUS BUS AMPS: 225A AIC RATING: 65000 SERIES RATED MAIN SIZE/TYPE: MLO SERVES: VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: ELEC ROOM CKT NO. DESCRIPTION VOLTAMPS/PHASE WIRE NO. BKR AMP P P BKR AMP WIRE NO. VOLTAMPS/PHASE DESCRIPTION CKT NO.: A B C A B C 1 SPARE :: ,;,,. 20 1 1 20 12 360.: '= : , LIGHTING CONTACTOR (L) 2 3 BOH LIGHTS (B). ., 590 ..-- :- 12 20. 1 1 20 12'; 300 ,f,- ATM SIGN. 4 5 SPARE 20 1 1 20 SPARE 6. 7 WALL CLOCK 180,.; RIMMI 12 20 1 1 20 12 360 .-: �" :, STAND UP LOTTO STAND 8 9 CIG MERC RECEPT:,,.: 360 := £ 12 20 1 1 20 12 230 ,. ',;. BST PUMP/ALARM 10 11 EMERG SALES AREA LIGHTS (L) ., : .:_ 140 12 20 1 1 20 -':.,,::;:: SPARE 12 13 COOLER LIGHTS (L) 130 `. 12 20 t 1 20 12 WINDOW RECEPT 14 75 COOLER DOOR LIGHTS (L)--;; 220,., 12 1 20 1 1 1 1 20 12 .................LOTTO SIGN 16 17 SPARE ` 20 1 1 20' SPARE 18 19 SPARE :. 20 1 1 20 12 520 EXTERIOR LIGHTING (L) 20 21 SALES AREA LIGHTS (B)., 12 20 1 1 20 12 �:' 1 200..: EXTERIOR SIGN (L) 22 23 SPARE ., ;: 20 1 1 20 12 ..:-..-:. .: 313 INVERTER 24 25 SITE LIGHTS (L) 10 20 1 1 20 r ` j SPARE 26 27 EXTERIOR SIGN (L) 1 200: 12 20 1 1 20 10 600 ,,. CANOPY SIGNAGE (L) 28 29 EXTERIOR SIGN (L) 1,200 20 1 1 20 SPARE 30 31 SITE LIGHTS (L) 1 104 - .. 10 20 1 1 20 10 580 " CANOPY LIGHTS (L) 32 33 E-STOP1_ 100 12 20 1 1 20 10:.; 580 .....:.; CANOPY LIGHTS(L) 34 35 SPARE 20 1 2 100 3 .'.� 3 870;: 12260 PNLBD F 36 37 MONUMENT SIGN (L) 10 20 1 38 39 PRICE CHANGER (L) 1200 10 20 1 1 20 10, ` 1,560 !tv ..;;. AIR VAC (L) 40 41 SPARE 1 20 1 1 1 1 1 20 1 RommisummSPARE 42 SUBTOTAL 1 3,718 1 4,890 1 1,340 1 1 6,410 1 4,970 1 12,573 1 SUBTOTAL TOTAL PHASE A- VA 10,128 LOAD CONN. VA OF I LOAD CONN. VA OF TOTAL DEMAND 36,876 VA 102 A AMPS 84 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B-VA 9,860 HEATING 0 SIGN/DISPLAY 1.25 AMPS 82 LIGHTING 11,901. 125 KITCHEN 1.00 TOTAL PHASE C - VA 13,913. RECEPTACLES 1,260 1.01.5 EXISTING 1.00 AMPS 116 MOTORS 8,580. 1.00 LARGE MOTOR 1.25 TOTAL PNLBD - VA 33,901 SUPP HEAT 1:00 SHOW WINDOW 1.25 AMPS 94 MISC EQUIP 12,160 1.00 LTG TRACK 1.00 PANELBOARD NOTES i IN ACCORDANCE WITH NEC 240.86(C), SUM OF MOTOR FULL -LOAD CURRENTS WITHIN EACH PANELBOARD DOES NOT EXCEED 1% OF THE LOWEST IN ERRUPTING RATING OF THE BRANCH CIRCUIT'S BREAKERS WITHIN EACH PANELBOARD. I BREAKERS RATED 10K AIC - 10,000 x .01 = 100A BREAKERS RATED 22K AIC - 22,000 x .01 = 220A ELECTRICA CONTRACTOR TO AFFIX A PERMANENT LABEL AT SERVICE ENTRANC IN ACCORDANCE WITH NEC SECTION 110-22 (C), MARKING SHALL REA :"CAUTION - SERIES COMBINATION SYSTEM RATED 65,000 " AMPS, IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." LCIRC IT BREAKERS IN'PANELBOARDS "A", "B", "L", "S" SHALL BE IES RA ED FOR THE AVAILABLE SHORT CIRCUIT CURRENT - 65,000 MPS MI F IMUM. DISTRUBUTION BREAKERS SHALL PROTECT ALL DOWNSTREAM PANELBOARD BREAKERS. PANELBOARD: S FAULT CURRENT: SERIES RATED EQUIPMENT GROUND BUS BUS AMPS: 100A AIC RATING: 65000 SERIES RATED ISOLATED GROUND BUS MAIN SIZE/TYPE: MLO SERVES: VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: ELEC ROOM CKT NO. DESCRIPTION VOLTAMPS/PHASE WIRE NO. BKR AMP P I P I BKR AMP IWIREJ NO. VOLTAMPS/PHASE DESCRIPTION CKT NO. A B C A B C 1 VRIPHONE 40 ::. _ 12 20 1 1 20 12 300 ATM 2 3 FUTURE EQUIPMENT 1,540 12 20 1 11 1 20 12 `. 360 °s; MANAGER'S DESK QUAD 4 5 VEEDER ROOT (L) 210 12 20 1 1 20 12 360 MANAGER'S DESK QUAD 6 7 TIDEL SENTINEL 180 - :, 12 20 1 1 20 12 360 WORK STATION QUAD 8 9 SPARE`' 20 1 1 20 12 WORK STATION QUAD 10 11 CASH REGISTER - 230 12 20 t 1 20 12 180 WORK STATION RECEPT 12 13 SALES COUNTER LOTTO 350I 12 20 1. 3 20 - M; SURGE PROTECTION DEVICE 14 15 ISPARE • 12 20 1 ` _ 16 17 CASH REGISTER 230 12 20 1 18 19 EBT 800 :' 12 20 1 1. 20 12 360'; DIGITAL MENU BOARD 20 21 SPARE : : :; ...: -;: .. _... 20 1. 1 20 12 - 360 :;- . ............... DIGITAL MENU BOARD 22 23 EMS.PANEL(L);" -._::. :_ 180 12 20 1. 1 20 12 .. .__;, .:.; 180 EDH/SURGE SUPP 24 25 MONEY ORDER 180 12 20 1 1 20 12 200 TELEPHONE BOARD 26 27 SAFE ..;;....,.-. 360 ...:.:.:.' 12 20 1 1 24 :; .: ::. : SPARE 28 29 INTERCOM - .:..:.;':.: 180 12 20 1 1 20 12 ' COOKSTATION POWER STRIP 30 SUBTOTAL 1 1,550 1 1,900 1 1,030 17220 1,080 1,320 SUBTOTAL TOTAL PHASE A - VA 2,770 LOAD I CONN. VA DF LOAD I CONN. VA OF TOTAL DEMAND AMPS 23 COOLING 1.00. REFRIGERATION 1.00 TOTAL PHASE B - VA 2,980 HEATING 0 SIGN/DISPLAY 1.25 AMPS 25 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 2,350 RECEPTACLES 5,760 1.0/.5 EXISTING 1.00 AMPS 20 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL PNLBD - VA 8,100 SUPP HEAT : 1.00 SHOW WINDOW 1.25 8,100 VA AMPS 22 MISCI EQUIP 2,340 1.00 LTG TRACK 1.00 22 A PANELBOARD NOTES PANELBOARD: F FAULT CURRENT: EQUIPMENT GROUND BUS BUS AMPS: t00A AIC RATING: 65000 SERIES RATED MAIN SIZE/TYPE: MLO SERVES: VOLTS/PHASE: 208Y/120V, 1PH, 3W MOUNTING: SURFACE SECTION: 1 ' LOCATION: ELEC ROOM CKT NO. DESCRIPTION IVOLTAMPS/PHASEIWIRE NO. BKR AMP P P .BKR AMP WIRE NO. VOLTAMPS/PHASE DESCRIPTION A C CKT NO, A C 1 DISPENSER #1 1.080 ; 12 20 1 1 20 12 1 1,080 ; DISPENSER #2 2 3 SWITCHED NEUTRAL .... 1 1 _ SWITCHED NEUTRAL 4 5 DISPENSER#3 11080 12 20 1 1 20 12 1 1,080 DISPENSER#4 6 7 .SWITCHED NEUTRAL: 1 1 SWITCHED NEUTRAL 8 9 DISPENSER#5 1080 .. ::. 12 20 1 1 20 12 1080 .� ...... ... DISPENSER#6 10 11 SWITCHED NEUTRAL 1 1 : SWITCHED NEUTRAL 12 13 DISPENSER#7 1080 .' ,.. •" 12 20 1 1 20 12 1080 R n ;=,: DISPENSER#8 14 15 SWITCHED NEUTRAL MENEM 20 111 20 1 SWITCHED NEUTRAL 16 17 RUL STP 1,210 ;. 12 20 2 2 20 12 1,210 - PUL STP 18 19= 1,210 _ 1,210 20 21 D-BOX CONTROLLER 110^ _9: 12 20 1 1 2 20 12 1090 ,�� DSLSTP 22 23 SPACE - 1 =1,090 24 25 SPACE .. _:. 1 1-'SPACE 26 27 LOW VOLTAGE DISC SW :... 360 12 20 1 1 1 SPACE 28 29 1 SPACE ,. .. 1 1 :;,...:�: SPACE 30 SUBTOTAL 1 5,640 1 1,570 1 6,620 1 2300 1 SUBTOTAL TOTAL PHASE A -VA 12,260 LOAD CONN. VA DF LOAD CONN. VA DF �_--AMPS 102 COOLING 1.00 REFRIGERATION TOTAL PHASE B - VA 3,870 HEATING - 0 DISPLAY CASE AMPS 32 LIGHTING 1.26 KITCHEN TOTAL PNLBD - VA 16,130 RECEPTACLES 1.0/.5 EXISTING AMPS 78 MOTORS 7,020 1.00 LARGE MOTOR SUPP HEAT MISC EQUIP 9,111 PANELBOARD NOTES UTILITY COMPANY wv� TRANSFORMER 120/208V, 30, 4W (N) METER BY G.C. PER UTILITY MO COMPANY SPECIFICATION (M C.T. AND CABINET BY G.C. PER UTILITY COMPANY SPECIFICATION (N) 3 SETS OF 3-1/2"C. W/ (4)#400KCMIL NEW PANEL "MOP" 1200A, 120/208V, 30, 4W NEMA_3R, 65,000AIC r-:- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - #3/0 CU C NNECT GROUND WIRE TO AL AVAILABLE ELECTRODES (N) (N) (N) (N) (N) PER NEC ARTICLE 250 300A 400A 400A 100A 125A 3P 3P 3P 3P 3P 65K AIC 65K AIC 65K AIC 65K AIC 65K AIC #3/0 PER N.E.C. 250.5 2 (A) (7) #310 PER N.E.C. 250.5 2 (A)(4) -- -------- --------- -----� #3/0 PER N.E.C. 250.5 (A) (1) #3/0 PER N.E.C. 250.5 2 (A) (2) O #6 PER N.E.C. 250. 2 (A) (5) SQUARE D -SERIES RATING - 55,000 AIC m. 912019 MAIN BREAKERS SUB PANEL BREAKERS BREAKER TYPE BREAKER 1-POLE 2-POLE 3-POLE 2-POLE I 3-POLE TYPE 1QO(B) 15-150A 10K AIC 15-70A 15-125A 15-100A � 5 > JG 150-250A QO(B)VH 22K AIC N/A N/A 35 150A N QO15-70A 15-125A 15-30A � AI QG 10KAIC 0 70-225A QO(B)VH N/A 150A 35-150A N 22K AIC QO(B) 15-70A 15-125A 15-100A LG tOK AIC 0 400A QQ(B)V N 22K AIL i i i N/A 150A 35-150A J J G 1.25 1.00 1.00 1.25 TOTAL DEMAND 1.25 11 ONE -LINE NOTES 1. CLEARLY LABEL MAIN ELECTRICAL SERVICE DISCONNECT(S) PER NEC. e 2. PROVIDE ARC FLASH LABELING AS REQUIRED PER NEC 110.16 3. AMPACITY OF ALL CONDUCTOR SIZES SHOWN IS BASED ON 750CRATED TERMINATIONS AND CONDUCTORS WITH 750C TYPE INSULATION. CONTRACTOR SHALL FIELD VERIFY TERMINATION RATINGS OF ELECTRICAL EQUIPMENT AND ADJUST CONDUCTOR SIZES AS REQUIRED PER NEC 110.14(C) Y 4. ALL NEW OVERCURRENT DEVICES SHALL BE INSTALLED IN r ACCORDANCE WITH THE SERIES RATING TABLE OF IDENTIFIED COMPONENTS. Y E 5. ALL NEW PANELS ARE PROVIDED BY 7-ELEVEN, INSTALLED BY GC. ALL PANELBOARD FEEDERS TO BE PROVIDED AND INSTALLED BY GC. 6. G.C. TO PROVIDE AND INSTALL UTILITY METER AND NEW ELECTRICAL g SERVICE ENTRANCE, COORDINATE EXACT REQUIREMENTS WITH R POWER UTILITY PRIOR TO COMMENCEMENT OF WORK. 7. ELECTRICAL GC TO COORDINATE ALL FUEL REQUIREMENTS WITH 4 FUELING GC. THE ELECTRICAL GC WILL PROVIDE ALL NECESSARY = CONDUITS, SEAL -OFFS, TROUGHS AND RACEWAYS FROM THE ELECTRICAL ROOM OR PANEL AREA TO THE EXTERIOR OF THEBUILDING, r BUT NOT TO EXCEED 10 FEET FROM THE EXTERIOR BUILDING EDGE. ALL a OTHER EQUIPMENT, WIRE, LABOR FOR THE COMPLETION OF THE FUEL s SYSTEM TO BE PROVIDED BY THE FUELING CREVIEW ED FOR SYMBOL LEGEND BOCC (N) INDICATES NEW 0 0 BREAKER (E) INDICATES EXISTING -� FUSE (*) .INDICATES EXISTING TO EXTEND (L) INDICATES LOCKING DEVICE SWITCH (B) INDICATES BLOCKING DEVICE CURRENT TRANSFORMER (CT) (G) INDICATES GFCI BREAKER (+) INDICATES 30mA TRIP GFCI BREAKER NOTE: NOT ALL SYMBOLS ARE USED y N Q00 00 UM Q.,C71 N �O u 0 Q w N cd tu U r V/ N ZLLI OQ Q 0 0 m M !1►w'� Z Q m wa o z �/ c�i)w 0- Uma C) U uj fLL. V Of 0- � I f� O Li- Z C7 W Z LL_ >Y .a(Wj m of w a U w w 1 pw �. Z LL a 0 0 m w � w � a I Z N N W N G g Y w w Qd x d a. O q U a UNDERGROUND CONDUIT SCHEDULE DESIGNATOR CONDUIT SIZE NOTE P1 3/4" REFER TO E 1.0 FOR ELECTRICAL CIRCUITS. VERIFY LOCATION IS ACCEPTABLE AND FREE OF OBSTACLES PRIOR TO TRENCHING. P2 2" REFER TO E 1.4 FOR DATA CIRCUITS. VERIFY LOCATION IS ACCEPTABLE AND FREE OF OBSTACLES PRIOR TO TRENCHING. P3 - COORDINATE CONDUIT SIZE, TYPE, QUANTITY AND LOCATIONS WITH FUELING. VERIFY LOCATION IS ACCEPTABLE AND FREE OF OBSTACLES PRIOR TO TRENCHING. KEYED NOTES - SLAB DIMENSIONS TAKEN FROM GRIDLINES. 56 3" 48,-9„ 46'-11,, 45'-3" 44'-1, 42'-11" 39'-1" 28'-4" - -- - _ - - - c- -®—-- �� I I I o LEFF P1 -- - - - I - - - -_ -- _ - P1 - k-7 77__- JAI I IT ee I i I I IT- b-- • I P1 II —�- r (:. I C6 P3 _ o I 7t _ I o /ice � a -, - �J ' -FF - SLAB PENETRATION PLAN z 1/4" = 1'-0„ N I N N ! OD9 N p N - M N co I - I [V O cV I ' II I II I ;o4 I II o --- I I I� I REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY z B®CC N 0 U) N ZW F- ® Q Q o0�' Z M zco J �w� zi� m W�OU Z �C/)uj a W UmC) U J LL W 0' L.V o LL c� WZu Y ozf U Z W boa w wEF- I pI tiZLL a IItj�� �--i ,t``,,p,S-x Q LL Lu; Cry :Z m O 0 o w iC% ^ �d o Q V•Z=N o.a 401 r III p1 I. i o m W w pNp Z p N o N Z � g W W o a o v "2 m KEYNOTES -POWER HVAC/R ?TACLE, WEATHERPROOF GFCI ON ROOF. D BE POWERED BY ICE MACHINE IN SODA DISPENSER WITH 2#12, #12G, 1 "C. 3 — — — — — — — — — — — — - — — - — —. — — — — — — — — — — -- — — — — — — — — — — — — — — — - — — — —. — — — — — — — — — — — — — — — — — - — — — — — — — — — — i�------------------------ ----——————-——— A — ------- -------------------------------- ------II E I ( WP/GFCI I ON ROOF _ II B-43.45 A-55,57 1 I VAULT ICE M8RCH 2P/30A/F 2P/60A/F B-47,49 B-52,54 B-51,53 REMOTE NEMA-3R NEMA-3R 2P/30A/F 2P/30A/F 2P/30A/F m CONDENSER,'162 LB 15 AF 40 AF B-22,24 NEMA-3R 2 NEMA-3R NEMA-3R i 2P/30A/F 15 AF 30AF 15 AF I NEAHOSDREMOTE I 155AFF CONDENSER, 60 LB t B-55,57,59 FREEZER REMOTE FBD DUAL REMOTE FBD SINGLE REMOTE E I I I BEER CAVE"P766kF CONDENSER, 202 LB CONDENSER, 143 LB CONDENSER, 105 LB B-26I&WALL CASE TWALL CASE REMOTE EMA-3R 1P/30A/F REMOTE' REMOTE CONDENSER, 203 L6 35 AF NEMA-3R CONDENSER, 209 LB CONDENSER, 209 LB I 20 AF t II I I I I (I I I ` A-37,39,41 VAULT COOLER 3P/60A/F REMOTE NEMA-3R CONDENSER,',317 LB � 45 AF �I I I II II I I II II I I I II II I I II it I r - - --- - - - -- I II a �I I r------------ - - - - -- -- - - - - - r II I I ! I I II WP/ FCI - A 4 - - - - - - - - - - - - - I RTU-2 ] ON ROOF - - - - - - - - WP/GFCI I I z ON ROOF - II L_:� I II E B-37,39,41 3P/60A/F II ( NEMA-3R 50 AF �� I I II I A-30,32.34 IV I I I I IA I II NEMA-3R LE RTU-1 y I 50 AF I I II I I I, I I I i II II I i I II ----------- ------- -- -J iI I I Ii II Ii II 'I I I II II II ( I I----------- ------ -----—--J -------- ------------------------ I I I I I I I I I L I I I �— — — 14 REVIEWED HVAC/R POWER PLAN z CODE CO PLIPJN E ST. LUCIE C UJ y BOCC o -- s 00 U M 01 01 O a a g cz I~ W cn v U N N zw H Q z 0 G= � Oprn Z M J c7) LL ��!! (D=< a W?0 z ^/cow w UrnU LL. Lu U LLJ a- F- LL 1 � z LIJzLL \Y z �Ow (L U w WRF- 1 Q0 Z ti a z 0 m w d 0 N Z N ~ O N N N O Z m w 0 w uj Ix o p - PHONES -DESIGNATION LINE CONDUIT SIZE FROM TO T49150 STORE VOICE LINE, THROUGH 1" TELEPHONE BOARD BACK ROOM 10" X 10" LOCATED AT SALES CONDUIT J-BOX & THEN TO AREA, MGR'S OFFICE FRONT SALES & RIS WORK STATION. COUNTER T-30 MONEY ORDER, LONG THROUGH 1" TELEPHONE BOARD TO FRONT SALES DISTANCE CARDS CONDUIT RIS, FROM RIS 10" X 10" COUNTER (LDC) AND EBT (FOOD TO SALES STAMP PROGRAM) T-39 FAX LINE AT RIS THROUGH 1" TELEPHONE BOARD ABOVE WORKSTATION WORKSTATION CONDUIT CLG TO RIS 10" X 10" T-75 V-COM LINE THROUGH 1" TELEPHONE BOARD ATM LOCATION CONDUIT NOTE: ALL PHONE LINES TRAVEL FROM DEMARC THROUGH 3" CONDUIT TO 10" X 10" J-BOX MOUNTED ABOVE ISP. DATA DESIGNATION LINE CONDUIT SIZE FROM TO D-1 COMPUTER AT IN SLAB V 10" X 10" J-BOX @ SALES AREA REGISTER #1 WORKSTATION AREA D-2 COMPUTER AT IN SLAB 1" 10" X 10" J-BOX @ SALES AREA REGISTER #2 WORKSTATION AREA D-3 HOLD-UP BUTTON IN SLAB 1" MGRS OFFICE SALES AREA - REGISTER #1 CAMERA SIGNAL THROUGH CEILING 10" X 10" J-BOX @ SALES AREA - WORKSTATION AREA REGISTER #1 D-4 MONEY ORDER IN SLAB 1" 10" X 10" J-BOX @ - `' SALES AREA - WORKSTATION AREA REGISTER #2 D-5 ATG THROUGH CONDUIT V ISP DESK - ATG MONITOR (ELECTRICROOM) , TO ELECTRIC ROOM FUEL TANKS D-6 LOTTO THROUGH CONDUIT 1" 10" X 10" J-BOX @ SALES AREA IN SLAB WORKSTATION AREA D-7 ATM THROUGH OVERHEAD 1" 10" X 10" J-BOX @ VCOM WALL CONDUIT WORKSTATION AREA 10"x10" J-BOX IN SPACE — ABOVE WORKSTATION (1) 3"CTO 10"x 0" J-BOX ABOVE (1) 1"C TO ATM SALES COUNT R. STUB OUT (2) 2"C INTO ALES COUNTER (1) 1"C TO ATG (FUELING ONLY) (1) TQ (1) 1"C TO (1) 1"C TO WORKSTATION (1) 1"C r0 VIDEO CAMERAS TELEPHONE z BOARD MANAGER'S OFFICE (1) VC TO TELEPHONE ACCESS (1) 2"C TO SALES COUNTER BOARD C ILING POINT- W POINT- WALK IN CEILING COOLER TO TO ACCESS SECURITY ALARM PANEL (1) 2"C P NT FLOOR POINT NETWORK SWITCH FOR aa° DIGITAL MENU BOARD 13 12 11 { 3" CONDUIT TO j J-BOX BELOW ROUTER •• (1) 1„C T 49/50 T-39 (FAX) T 49 VEEDER ROOT 50 T-3 T-39 j j -1,D-2 & _8 IF USED) INSTALL LIGHTING ' OVERRIDE SWITCH SWITCH D-4 ) D'6 D-7 PROVIDED BY EMS. II as ; Pa° v° REF EMS1.0 D-5 (F ELING { 10"x10" J-BOX DESK o a ONLY) III I it FOR DATA & PHONE LINES REFER TO ARCH INTERIOR OFFICE ELEVATIONS FOR EXACT DIMENSIONS TYPICAL WORKSTATION ELEVATION. MAY NEED MODIFICATION PER ACTUAL CONDITIONS. MGR`S OFFICE WIRING -LOW VOLTAGE WORKSTATION WIRING -LOW VOLTAGE NOTE: ALL DATA LINES TRAVEL FROM DEMARC THROUGH 3" CONDUIT TO 10" X 10" J-BOX IN CEILING, DOWN THROUGH WALL INTO 10" X 10" J-BOX BEHIND RIS DESK. IC >� kil _1 __- (3) CAT. 6 CABLES, (1) - i TO EACH SECURITY CAMERA AND (1) TO. VIEW MONITOR AND (1) 1 TO EACH ANTENNA I ` ✓ LOCATION. 1 L (3"12 TO EXIT SIGN _ _ _ I BEER CAVE _ ABOVE ENTRY DOOR. IN — -- LEGRAND400SERIES 1 LEGRAND 400 SERIES RACEWAY. SURROUPAINT NDING RACEWAY TURNED I FJ MATCH SURROUNDING I DOWN TO EXIT SIGN CONDITIONS. Ii><j , -- � I I Illj I �- -- - - \ i ' RE: SOFFIT LIGHT WIRINGSHETAILON 6 ROUTE ACEWAY ALONG T .0 RACEWAY ALONG � O SHEET E2 �I BOTTOM CHORD OF JOIST. PAINT TO MATCH SURROUNDING xb CONDITIONS I-- EXIT SIGN I P (i --- COOLER VAULT { U EON -01 7 O WALL SECTION AT STOREFRONT " N.T.S. N-T.S. O N.T.S. NOTE: ALL LOW VOLTAGE CABLING SHALL BE RAN IN RACEWAY, AND INSTALLED IN A CLEAN WORKMAN LIKE MANNER. THERE SHALL BE NO EXPOSED CABLING IN THE SALES AREA. C� ij, O-- (—------- - ---- - 5 \ I 15 { v I 0h I .o. j -7& — \ T-75 17 LA �. { � 1 { V \ 'CL -- - - - T a jj I --- - -- w VLG 14 11A TD - I I — MERCHANDISE 11B o - V6 CLG , - I y G -� i rn i -I i11 I II I III 1 �� i j I I ji 7 Ed, j --r ---- — ---- - - MT1) Lul i l \ BACKROOM _ j D1 II SALES I 5� I I 6 D-3 - 4 i II S-5 I I. 2 D- 36 4 _ T — D_ j 14 I 1 /i n �.I L V-6 �I 6 CLG El 9 8 p_2; -� 15 / 4 D-4 ROUTER 2 E1. q - ENHANCED 3 - ) (--- riz_;J DISPENSER'S C OFFICE - -- � � HUB I �_� T-49/50 -- -� -- — \ 14 7 E1.4 I OLOW VOLTAGE LAN 1/4„=1,_0„ ---- — — — — --- — — — — — = — I I I I LOW VOLTAGE NOTES: 1. ALL WIRING IS COPPER, REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER INFORMATION, 2. E.C. TO INSTALL DATA LINES IN CONDUIT TO BOXES INSTALLED BY LOW VOLTAGE CONTRACTOR LTCG PRIOR TO TYCO CAMERA INSTALLATION. 3. CONDUITS THAT ARE EXPOSED TO WIDELY DIFFERENT TEMPERATURES, SUCH AS COOLERS, FREEZERS OR SERVICE ENTRANCE CONDUCTORS, SHALL BE SEALED TO PREVENT CIRCULATION OF AIR AND/OR MOISTURE. REF NEC (300.7 (A)) 4. CONDUIT AND WIRING IN AREAS WHERE EXPOSED SHALL BE ROUTED AT 90 DEGREE ANGLES PERPENDICULAR OR PARALLEL TO JOISTS. COORDINATE PAINTING OF CONDUIT WITH ARCHITECTURAL FINISHES. 5. UNLESS OTHERWISE DICTATED BY APPLICABLE CODES OR AHJ, ALL MATERIALS WITHIN RETURN AIR PLENUM MUST BE NON COMBUSTIBLE AND/OR HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX NOT MORE THAN 50 IN ACCORDANCE WITH ASTM E 84 TESTING. KEYNOTES -LOW VOLTAGE ENERGY MANAGEMENT ENCLOSURE PROVIDED BY OTHERS. VIEW MONITOR: ROUTE CONDUIT BACK TO VIDEO RECORDING EQUIPMENT LOCATED IN MANAGER'S OFFICE. COORDINATE LOCATION WITH SECURITY SYSTEM INSTALLER. REFER TO LOW VOLTAGE RISER DIAGRAM FOR WIRING REQUIREMENTS. TELEPHONE BOARD: 4'X4'X3/4" PLYWOOD WITH (1) #6 CU. GROUND FOR FUTURE USE MOUNTED ABOVE 4'X4'X3/4" PLYWOOD WITH (1) #6 CU. GROUND PER TELE. CO. REQUIREMENTS. MOUNT RECEPTACLE ADJACENT TO OR ABOVE TELEPHONE BOARD, DO NOT MOUNT BELOW. SECURITY CAMERA:ROUTE CONDUIT BACK TO VIDEO RECORDING EQUIPMENT LOCATED IN MANAGER'S OFFICE. COORDINATE LOCATION WITH SECURITY SYSTEM INSTALLER. VEEDER ROOT: COORDINATE INSTALLATION WITH FUELING PLANS. INSTALL IN ACCESSIBLE LOCATION. MOUNT AT 48" A.F.F. TO BOTTOM. ROUTE WIRING FOR DATA DEVICES UNDER SLAB, RE: 1/E1.2 MOUNT +12'AFF, ROUTE CONDUIT BACK TO VIDEO RECORDING EQUIPMENT LOCATED IN MANAGER'S OFFICE. COORDINATE LOCATION WITH CONSTRUCTION MANAGER AND SECURITY SYSTEM INSTALLER. LOW VOLTAGE AND LINE VOLTAGE WIRING IN OPEN CEILING AREAS SHALL BE ROUTED THROUGH A NONMETALLIC RACEWAY SYSTEM AT THE STOREFRONT AND DOWN TRUSSES AS NEEDED. THERE SHALL BE NO EXPOSED WIRING IN THE SALES AREA OWNER TO PROVIDE LEGRAND 400 SERIES SYSTEM WITH ALL FITTINGS AND DEVICE BOXES REQUIRED FOR CONNECTION TO EXIT SIGN. OWNER TO ALSO PROVIDE PANDUIT 2X2 FIBERRUNNER ROUTING SYSTEM FOR ALL LOW VOLTAGE CABLING. REA/El A FOR LOW VOLTAGE ROUTING. CRADLEPOINT WIRELESS INTERNET CONNECTION. THIS WILL BE THE LAST ISP RELATED DEVICE TO BE INSTALLED. THE LOCATION IN THE STORE WILL BE BASED ON THE STRONGEST SIGNAL WITHIN THE STORE. GUIDELINES FOR THE LOCATION OF THE CP ARE AS FOLLOWS: • AS FAR AWAY AS POSSIBLE FROM THE ELECTROMAGNETIC INTERFERENCE (MOTORS) • AS CLOSE TO THE CEILING AS POSSIBLE • POSITIONED SO THE LED LIGHTING SIGNALS ARE VISIBLE FOR TROUBLE SHOOTING / MAINTENANCE PURPOSES • MAXIMUM OF 4-6" OF PATCH CABLE VISIBLE ON THE WALL (COLOR: WHITE) 10 RJ11 FLUSH MOUNT FACE PLATE FOR ATM DATA LINE TO RIS COMPUTER WITH JACK TO BE LABELED'ATM'. DATA LINE IDENTIFIER. D-7 11 ACCESS POINT EXTENDED ANTENNA CABLES, FOUR CAT6 CABLES, RJ45 FEMALE IN A 4-PLEX, COVER PLATE LABELED TO 3 LOCATIONS BELOW: A. CAT6 RJ45 FEMALE JACK CENTER OF SALES FLOOR SUSPENDED ABOVE CEILING TILE (MAY NEED TO MOVE LATER). 100' IN TOTAL LENGTH WITH EXTRA COILED AT FEMALE JACK B. CAT6 RJ45 FEMALE JACK CENTER OF SALES FLOOR SUSPENDED ABOVE CEILING TILE (MAY NEED TO MOVE LATER)- 1 00'IN TOTAL LENGTH WITH EXTRA COILED AT FEMALE JACK. C. CAT6 RJ45 FEMALE JACK IN RECEPTACLE 84" ABOVE FLOOR - CENTER OF WALK-IN COOLER. DATA TELEPHONE CABLING PROVIDED BY LTCG. CONTACT 12 GREGORY LEVALDS (972) 801-9950. CONDUIT AND BOXES TO BE FURNISHED BY OWNER AND INSTALLED BY G.C. 13 24"x36" FIRE RETARDANT U-TECK BACKBOARD SHALL BE PLACED BEHIND RIS MONITOR AND ABOVE WORKSTATION RECEPTACLES. BACKBOARD WILL SUPPLY MOUNTING FOR SRX ROUTER AND RIS SWITCH. PROVIDED AND INSTALLED BY LTCG. 14 FOUR DIGITAL MENU BOARDS (DMB) WITH MEDIA PLAYERS. INCLUDED IN ALL U.S. NEW STORE PROJECTS AND ALL U.S. REVITALIZATION PROJECTS (REBUILD, RELOCATION, MAJOR REMODEL) EFFECTIVE 1/01/2018. HARDWARE SEI SUPPLIED THROUGH CONTACT WITH AT&T (CONSOLIDATED PO TO AT&T THROUGH TURNKEY RESOURCES). ELECTRICAL POWER AND LOW VOLTAGE POWER BY GC. COMMISSIONING IS SEI SUPPLIED THROUGH CONTRACT AT&T (DIRECT PO TO AT&T). SUBSCRIPTION AND SERVICE AGREEMENT(S) BILLED DIRECT TO SEI IT DEPARTMENT SEPARATE FROM CONSTRUCTION PROJECTS. QSIC MUSIC SERVICE 3 SPEAKERS WITH CAT6 TERMINATED TO 15 FEMAILE RJ45: DATA JACKS FOR SPEAKER TO BE FLUSH MOUNTED DIRECTLY BEHIND SPEAKER. VERIFY EXACT HEIGHT AND LOCATION WITH ARCHITECTURAL DRAWINGS. INSTALLER TO HIDE DATA CABLE BEHIND THE SPEAKER USING CABLE TIES. 16 QSIC DATA AND SPEAKER WIRE TO COME OUT OF 6 WAY DATA OUTLET (DATA TO BE TERMINATED, BLANKS LEFT FOR SPEAKER AND AVA WIRE TO COME OUT). 17 AVA WIRE TO TERMINATE IN BACK OF AVA SENSOR. MOUNT IN CEILING. REVIEWED FC,9 CODE COMPL53A N K a ST. LUCIE COUNTY BOCC G3 d- I � �00 C)C> j 3 0 c) a °10 a w 0 U) N Zw H co 00 0 C) Z m ~w� UrLU z¢ z� wa-a z z w U) Lu CD UrnU LL LLJ U Of LLI OIL LL LLJ z L 1 \ Y ; / oz$ U z w11 �LLJ I4 J D U Ljj CE [Y ~moo LL N g m c w � ual J W K a N Z N N yf N N O LL Y 0 W U a o o 10 IDG RECEPTACLE FOR EDH AND SURGE SUPPRESSOR, REFER TO SHEET E1.0 FOR CIRCUITRY. I SURGE SUPPRESSOR i I , PORT #6 CAR WASH ENHANCED DISPENSER PORT #4 PRICE SIGN CONTROLLER HUB PORT #3 PIN PAD #3 PORT #2 PIN PAD #2 PORT #1 PIN PAD #1 UNUSED PUMP LOOPS PUMP LOOP #2 TO D. BOX 17-32 MPDS. CAT. 6 PUMP LOOP #1 TO D. BOX 4-16 MPDS. CAT. 6 GILBARCO ETHERNET ROUTERCISCO CONNECTION RV1042 PASSPORT CAT. 6 FROM GILBARCO POWERED BY ROUTER TO RIS JUNIPER CYBERA ROUTER. NOTE: IN EXISTING STORES, VERIFY THE EXISTENCE OF A CAT6 CABLE WITH RJ45 CONNECTORS ON EACH END OF THE CABLE AS THE CONNECTION FROM THE AUTOMATIC TANK MONITOR (ATG) TO THE IN STORE PROCESS OR (ISP). ENHANCED DISPENSER HUB (E.D.H.) N.T.S. RJ45 ENDS W/ 7-ELEVEN KIT AND GENDER MENDER CONNECTORS. 1" CONDUIT WITH 4 CAT.6 CABLES FROM COUNTER TO BACKROOM, TANK MONITOR D.BOX AND WORK STATION RIS ROUTER PORT #5 TANK MONITOR CAT. 6 SRK/JUNIPER (4 CABLES FROM JUNIPER) GOT, GOT EXTRA AND 2 SPARES ELECTRICAL l V I I o C, I U 1 W p z2(90 I I - w¢Owz I I W; I I w" I I > I L 11-1 J -- - - - - -w ---� O I I o w I I W T U LL U >wpv 0�c~j ZoowT 0O�y I O W V �7 J w < >u. �7 oQ Y �wWW LL WT�NM I ~UU¢g FiWjF - O I QM u- LL Wg ¢ F- o o u.U m 2 ~ J H w m m _.� _ _ J TELEPHONE BOARD ISP WORKSTATION r- - - - - - - - - -3 -, I � I I �4 c I �+ + W'y 4 p n �7T0 T 4 d-Lu Ko8CL g(90 ¢woZo 6 ¢ r v F-Q TT K¢O WWrno� l_FOOOZa�wQYQ g W LLF- ' N ONf-0 apZ W W Q w w�pOv~WaO6aN > � L � pi I > a0w co mn woco ¢0F ui ¢aW i! W pO� ai o oOw I w w I L —f I- - - - - - - - - - - - - - - - - - J SALES FLOOR r--- - - - -- i i I I QH i I � cai I I QQ¢ 77 ¢m�O r I ¢Ta ¢Oo ¢ Y W Z ZZ) Z W YaaO2 1 m�Wy�n3 _W I I SOU > I i a¢ ------- - -- -----i �� -�-- - - - - -+ I N I I 4 I r 2 w V OT ry III I I c>-�T 0 ry0rya go m> 0v4 m> Tv Oo 17 <in )II co N i Qo 00oixR�>c�z�� F>�0 < v V I-NO Woin(w0Z> O�>IV9 o�o ��>w I I rn I cw > ago >c? 0w=1rr < I I LDWLu Jo O>M �0Z�0 I I z I �o F— nW:3 I I wa0W m~ ��MUz z I L a J w��a0Zwyw I i WwV3 F LL 0 11 a I FRONT I OW Qwg #OZO� I I pW �w I DOOR U- Ug¢ C7N0Z� g� d'w I w> FUU �(7m-0j I I I LL) C, I I I I wy Lu 0i I ¢ I I I I I L—————————————— — — — — —� L—————————— — — — — — � MANAGER'S OFFICE SALES COUNTER �""°---� I I � I I I a I I z I I a I I mco I I cwi I I a m U¢ I I I aN W I g uw I I U ¢ I * ALL CABLING IS CAT-6 AND WIRED TO TIA/EIA 568B EXCEPT FOR POS REGISTERS WHICH SHALL BE WIRED TO TIA/EIA I F 1 568A. EC TO INSTALL OWNER PROVIDED CONDUIT AND BOXES FOR ALL I I LOW VOLTAGE WIRING EXCEPT ATG WHICH IS TO BE PROVIDED BY FUELING CONTRACTOR. + EC TO PROVIDE PULL STRING IN CONDUIT. WIRING AND QTERMINATIONS WILL BE PROVIDED BY THE FUELING CONTRACTOR. _ _ L J EXTERIOR 44 INDICATES QUANTITY OF CABLES TO BE PULLED. GLOW VOLTAGE RISER DIAGRAM 1/4" = V-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE CC ROCC o o s 00 QN UM 0�01 w'D\0v d p �D u 43 O =1 QI w (�o N Zw F- OQ Z 6 of (D rn M _u) 0 `v/u- W Z LLI�LU ��CL W V CD LL w U w w O LL Z cD w Z IL >Y4 ottU M Lu IL U w M (� 1 mo tiZLL n- W cn Q LLI cl lw V Q O J 0 H W w J c 2 o � O OiJ�N W ;v N w T:G_o o a 0: OOP N1 rrrsjd%' * PRE % s 0 m w � J � a z N R N Q UN rn O 9S9S w N w S Lu E1.5 OATM WIRING -POWER N.T.S. KEYNOTES-' POWER WORK STATION RECEPTACLE FOR TASK LIGHTING AND TRAINING COMPUTER. ISOLATED GROUND (IG) 20 AMP CIRCUIT FOR STORE COMPUTER, FLUSH MOUNT FACE PLATE FOR DUPLEX RECEPTACLE WHICH RECEIVES PLUG FROM UPS (BATTERY BACKUP) AND FUTURE PERIPHERALS. (QUAD RECEPTACLE FOR SECURITY EQUIPMENT. RECEPTACLE RECEIVES THE FOLLOWING EQUIPMENT PLUGS: I A. VCR B. MULTIPLEX CONNECTION FOR CAMERAS C. INTERCOM TO RECORD AUDIO AT SALES COUNTER D. ALARM RECEIVER. — 4 I ... _. UND (IG) 20 AMP RCUIT FOR STORE COMPER FLUSH SOLATED GROCIUT (MOUNT FACE PLATE FOR QUAD RECEPTACLE. (QUAD TO BE MOUNTED BEHIND CIGARETTE FIXTURE SO NOT VISIBLE TO CUSTOMER: DATA FOR NETWORK SWITCH TO DIGITAL MENU BOARD. !JUNCTION BOX FOR CONNECTION TO POWER STRIP ON COOK (WORKSTATION. ;QUAD RECEPTACLE FOR QSIC EQUIPMENT, RECEPTACLE RECEIVES THE FOLLOWING EQUIPMENT PLUGS A. OBIT B. AVA POWER C. ROUTER D. SPARE - - -- -- - CEILING S-4 AA I — - - t� DESK RE FER TO ARCH INTERIOR OFFICE i EVATIONS FOR EXACT DIMENSIONS MGR'S OFFICE WIRING -POWER N.T.S. CE SYMBOL LEGEND V GFCI RECEPTACLE, up125 DUPLEX 9 O 125 V RECEPTACLE, O DUPLEX O 125 V I.G. RECEPTACLE, DUPLEX O O 125 V RECEPTACLE, OO DOUBLE DUPLEX 00 125 V I.G. RECEPTACLE, 0 0 DOUBLE DUPLEX SPECIAL RECEPTACLE (SEE POWEF PLAN FOR NEMA CONFIG) oa TELEPHONE/ DATA OUTLET g e INSTALL LIGHTING OVERRIDE SWITCH PROVIDED BY EMS. REF EMS1.0 x S-10❑1 'I¶�' A�= ; REVIEWED FOR Y in o o: to it Ial I. CODE COMPLIANC ST. LUCIE COUNT BOCC TYPICAL WORKSTATION ELEVATION. MAY NEED MODIFICATION PER ACTUAL CONDITIONS. WORKSTATION WIRING -POWER N.T.S. d' o �00 4' M U 01 01 i Gn OCOO w a to ct rA rA U V� LL ui C) ry Lu 1..0� O 1 Z ca W z E Lu g < LIJ [If W O a- U w , 1� L 0O a VJ J Q I— LL( 0 Ii U J Lu F H W Lu1 6 4� B y i �LL - W:2 co �Q'LLI h' —o I.W.. �'Z�N C O'��o i0 L3 Z W v•. +` 2i 0 0 m w � u� J W � � a Npp N _7 Z N N W W N LuO Z 'y `L U- C v a o E1.6 SUPPORT CONDUIT FROM STRUCTURE PER NEC USING CONDUIT STRAPS BAR JOIST TYP SUSPENSION CABLE LIGHT FIXTURE +9'-4" TYPICAL SUSPENDED 40 LIGHT FIXTURE MOUNTING N.T.S. WIRE HANGER AT EACH CORNER OF FIXTURE INDEPENDENT OF CEILING SUPPORT SYSTEM. GC TO PROVIDE WHEN REQUIRED BY CODE. "- FIXTURE CLAMP PROVIDE 2 PER SIDE. GC TO PROVIDE WHEN REQUIRED BY CODE. LAY IN CEILING GRID ev. WM12 ORECESSED FIXTURE MOUNTING N.T.S. p pq � 1 I a SOFFIT LIGHT, (TYP) LEADER CABLE 3/4 EMT CONDUIT ROUTED TIGHT ATTACHED SECURELY TO STRUCTURE, PAINT TO MATCH TO UNDERSIDE OF SURROUNDING CONDITIONS WHEN CANOPY VISIBLE FROM SALES FLOOR WPNVR JUNCTION BOX JUNCTION BOX, PAINT TO MATCH SEAL PENETRATION SURROUNDING CONDITIONS WHEN VISIBLE FROM SALES FLOOR 3/4" EMT CONDUIT OSOFFIT LIGHT WIRING DETAIL N.T.S. KEYNOTES - LIGHTING EVENLITE MODEL PW-25-LC-V1 INVERTER FOR EMERGENCY LIGHTING CIRCUIT. SEE DETAIL 2/E2.0 FOR WIRING DIAGRAM. CONTRACTOR TO ENSURE INVERTER SIZE MATCHES EMERGENCY LIGHTING LOAD. PENDANT EMERGENCY FIXTURE TO BE WIRED THROUGH INVERTER FOR 90 MINUTE EMERGENCY BACKUP. SEE DETAIL 2/E2.1 FOR WIRING DIAGRAM. REFER TO RECESSED FIXTURE MOUNTING DETAIL, 3/E2.0, TYP. 13W LED COOLER DOOR LIGHTS PROVIDED AND INSTALLED BY COOLER DOOR MANUFACTURER, E.C. TO PROVIDE WIRING FOR COOLER/ FREEZER DOOR LIGHTS AND CONNECT TO MANUFACTURER SUPPLIED JUNCTION BOX. aMOUNT AT W-4" TO BOTTOM, REA/E2.0. TYPICAL OF ALL LOCATIONS,_ a LINE VOLTAGE WIRING AT THE STOREFRONT IN OPEN CEILING AREAS SHALL BE ROUTED THROUGH A NONMETALLIC RACEWAY SYSTEM. THERE SHALL BE NO EXPOSED WIRING IN THE SALES AREA. RACEWAY SHALL RUN ACROSS THE FRONT WALL AND DOWN TO THE EXIT SIGN. RE:2/E2.0 FOR MORE INFORMATION. OWNER TO PROVIDE LEGRAND 400 SERIES SYSTEM WITH ALL FITTINGS AND DEVICE BOXES REQUIRED FOR CONNECTION TO EXIT SIGN. 1 i L 1�Y: G2 G2 9r H H .J�OP4�dOs�•�O�L46�OJ0 �jTeAL�JJ0�900�� ♦4�q � • •ill EM DP4sc "LIGHTING PLAN z 1/4" = 1'-0" DP8sc 3 DP4sc DP8sc ra DP4sc DP8sc A2sc [eY� FA2s, 4 INTERIOR CEILING LIGHTING FIXTURE PACKAGE UNLESS OTHERWISE NOTED, 7-ELEVEN SHALL PROVIDE THE INTERIOR AND EXTERIOR LIGHTING FIXTURE PACKAGE. FURNISHED BY CREE LIGHTING, CONSOLIDATED FOR ORDERING BY CHAIN LINK SERVICES (PHONE # 866.243.3171), AND INSTALLED BY G.C. E2.0 3 mlm"f@ �-nn�t�� DS4E ll(( �)' L-24 1 C —7 A2 UVA GENERAL PLAN NOTES 1. EMERGENCY EXIT ILLUMINATION SHALL BE SUPPLIED FROM STORAGE BATTERY THAT IS TO PROVIDE 90 MINUTES OF CONTINUED ILLUMINATION IN CASE OF A PRIMARY POWER LOSS. 2. THE BRANCH CIRCUIT FEEDING THE UNIT EQUIPMENT (EMERGENCY LIGHT/EXIT SIGN WITSELF-CONTAINED RECHARGEABLE BATTERY) SHALL BE THE SAME BRANCH CIRCUIT AS THAT SERVING THE NORMAL LIGHTING IN THE AREA AND CONNECTED AHEAD OF ANY LOCAL SWITCHES OR TIME CLOCKS AS SHOWN ON PLAN. 3. EMERGENCY LUMINAIRES SHALL PROVIDE AN INITIAL AVERAGE ILLUMINATION LEVEL OF AT LEAST 1 FOOT-CANDLE BUT AT ANY POINT IT SHALL NOT BE LESS THAN 0.1 FOOT-CANDLE ALONG THE PATH OF EGRESS AT FLOOR LEVEL. 4. AT THE END OF THE REQUIRED EMERGENCY SOURCE TIME DURATION, THE EMERGENCY LUMINAIRES SHALL PROVIDE AN AVERAGE ILLUMINATION LEVEL OF AT LEAST 0.6 FOOT-CANDLE BUT AT ANY POINT IT SHALL NOT BE LESS THAN 0.06 FOOT-CANDLE ALONG THE PATH OF EGRESS AT FLOOR LEVEL. 5. THE EMERGENCY ILLUMINATION LEVEL SHALL HAVE A MINIMUM -TO -MAXIMUM EMERGENCY ILLUMINATION UNIFORMITY RATIO THAT DOES NOT EXCEED 40:1. 6. CONDUIT AND WIRING IN AREAS WHERE EXPOSED SHALL BE ROUTED AT 90 DEGREE ANGLES PERPENDICULAR OR PARALLEL TO JOISTS. COORDINATE PAINTING OF CONDUIT WITH ARCHITECTURAL FINISHES. 7. FOR LIGHTING CONTROLS IN THE SALES AND BACK OF HOUSE AREA, SEE SHEET E2.1. G2 G2 DS4E II iS4E X, E II A2] �I I) (I J OCO2 0 11 k' 'l III! G2 REVIEWED FOR U BODE COMPLIANC'' ST. LUCIE COUNTY BOCC I LL w CN) I.Jf Lu LL Z w 9 u_ / .0 V Jww a U W WR~ I Q w 0 �zU- a N �a 0 a� W ww " � w � a Z N pN N uj V N W Lu Z N W O U o a o C) E2.0 I OIL — LIGHTING CONTROL INSTALLATION NOTES EMS SYSTEM I ENSURE ALL SMARTCAST CONTROL MODULES ARE PLUGGED INTO EACH 10. NAVIGATE THE MENU TO DIAGNOSTICS -> IDENTIFY NETWORK. VERIFY ALL LIGHTING SMARTCAST FIXTURE PRIOR TO INSTALLING. SMARTCAST DEVICES ARE IN THE NETWORK. EMS SYSTEM LIGHTING CONTROL SIGNAL CONTROL SIGNAL (REF EMS1.0) 2. DURING INSTALLATION OF THE SMARTC ST FIXTURES, ORIENT ALL SENSORS 11. CREATE ONE OF THE TWO GROUPS SHOWN ON THE PLAN USING MODIFY (REF EMS1.0) AWAY FROM THE WINDOWS. GROUPS -> CREATE GROUP -> OCCUPANCY —i L-2 f- 5 L 2 3. ENSURE ALL SMARTCAST FIXTURES ARE POWERED PRIOR TO BEGINNING 12. NAVIGATE THE MENU TO DIAGNOSTICS -> IDENTIFY GROUP -> OCCUPANCY. N N ONEBUTTON SETUP. VERIFY THE GROUPS MATCH THE PLAN. -- 4. TO BEGIN ONEBUTTON SETUP, TURN ON THE CONFIG TOOL. 13. REPEAT STEPS 11 AND 12 FOR EACH GROUP IN THE TABLE. 5. THE CONFIG TOOL WILL SEARCH FOR NETWORKS WITHIN THE STORE. 14. NAVIGATE THE MENU TO DEVICE SETTINGS -> OCCUPANCY TO SET THE OCCUPIED LEVEL, UNOCCUPIED LEVEL, AND OCCUPANCY TIMEOUT TO APPLY L 1 L 6. IF NONE ARE FOUND, THE CONFIG TOOL LL ASK THE USER TO PRESS OK TO THESE SETTINGS TO EACH GROUP AS LISTED IN THE SETTINGS TABLE ON THE C C BEGIN ONEBUTTON SETUP. PLAN. 7. IF THE CONFIG TOOL DISCOVERS EXISTING NETWORKS, THE USER WILL BE 15. NAVIGATE THE MENU TO DEVICE SETTINGS -> DAYLIGHT TO SET THE MINIMUM CANOPY SIGNAGE �----� L-28 EXTERIOR LIGHTING S— —I (---- L-20 OFFERED THE OPTIONS OF CONNECTING TO THE EXISTING NETWORK OR LEVEL OR DISABLE DAYLIGHT PER THE SETTINGS TABLE ON THE PLAN. CREATING A NEW NETWORK. --+' L-32 SITE LIGHTING S--(-� E -�--" L-25 16. NAVIGATE TO THE MAIN MENU OF THE CONFIG TOOL (MODIFY GROUPS, DEVICE CANOPY LIGHTING 5---H E--r 8. ONCE THE USER BEGINS THE ONEBUTT N SETUP, SET THE CONFIG TOOL_ SETTINGS, ETC.) AND POWER OFF CONFIG TOOL. CANOPY LIGHTING S ----� -I—� L-34 SITE LIGHTING E-i — L-31 DOWN IN A SAFE LOCATION U THE STORE. MIS .MOVING THE CONFIG TOOL DURING DOWN I A S SETUP CAN CAUSE E STO STONING TO TAKE LONGER. 17. FOR THE SMARTCAST 7-11 INSTALLATION VIDEO, SEE YOUTUBE CHANNEL LINK` I https:/lyoutu.be/XNV400h1ryA 9. DURING ONEBUTTON SETUP, THE FIXTURES WILL DIM, WILL BE BRIGHT, WILL L _ J L _ J TURN OFF FOR A FEW MINUTES, AND WILL FLICKER. r -I SMARTCAST WIRELESS SUMMARY MONUMENT SIGN ? I—�-� L-37 SIGNAGE i --1-� (--I—►L-22 GROUP LOCATION OCCUPIEDLEVEL UNOCCUPIED LEVEL OCCUPANCY TIMEOUT DAYLIGHT HARVEST MIN LEVEL 90% o SIGNAGE t--y E- �--� L-27 1O FRONT RETAIL AREA 100 30 MINUTES 35 A SIGNAGE—� L-29 Q O REAR RETAIL AREA 100° 8Q°G 15 MINUTES 35% ' O BEVERAGE WALL 100016 80a �0 30 MINUTES 20% C L O J ° ISLAND 100 9070 30 MINUTES 10°k OSALES 100 90% 30 MINUTES 5% N L-2 EMS SYSTEM LIGHTING CONTROL SIGNAL (REF EMS1.0) LIGHTING CONTACTOR G2 G2 O N.T.S.WE - -- - -- - _ j' 3 3 G2 A2 A2 I� 3CD-- -- Black °' �LI H � - GROUP i White Red Load I I EM / DP4sc DP c / — LEVITON MODEL #OSFHU-CTW I I/ 134sc rep. 812012 ORACLE #03301242 ( Ii 5 TIME DELAY ADJUSTMENT H 5 I \ NOTE: FOR COOLER OCCUPANCY SENSOR. I I I I NOTE: COOLER PLACEMENT SET TO 10 MINUTES. "B" OCCUPANCY SENSOR (VAULT) ( Ili L 3 - COMPONENTS SCHEDULE TYPE MANUFACTURER PART NUMBER ORACLE NUMBER DESCRIPTION REMOTE CONTROL FOR MANUAL ON/OFF SWITCHING FOR SMARTCAST CREE CCT-CWC-1 3291345 FIXTURES LOCATED IN MANAGER'S DESK. SEE ARCHITECTURAL SHEET EF-L FOR ORDERING INFORMATION, LEVITON OSSMT-MDW 03301241' OCCUPANCY SENSOR ON/OFF SWITCHING FOR AUTOMATIC CONTROL OF LIGHTING. OCCUPANCYNACANCY SENSOR CEILING MOUNTED IN COOLER VAULT FOR 3� LEVITON OSFHU-CTW 03301242, AUTOMATIC CONTROL OF LIGHTING. 4O EVENLITE PW-25-LC-V1 3299641 250 WATT INVERTER FOR EMERGENCY CIRCUIT TO BE LOCATED IN ELECTRICAL ROOM. 5O RACO 5121-0 03301907 ON/OFF LIGHT SWITCH WITH WET LOCATION COVER FOR VAULT COOLER. KEYNOTES - LIGHTING CREE MODEL CCT-CWC-1 REMOTE CONTROL FOR MANUAL ON/OFF SWITCHING FOR N SMARTCAST GROUPS 1, 2, 3, 4, & 5. LOCATED IN MANAGER'S DESK FOR EASY ACCESS. SEE ARCHITECTURAL SHEET EF-L FOR ORDERING INFORMATION. aOCCUPANCY SENSOR'A; RE:3/E2.1, +42", TYP. OCCUPANCY SENSOR'B, RE:4/E2.1, TYP. EVENLITE MODEL PW-25-LC-V1 INVERTER FOR EMERGENCY LIGHTING CIRCUIT. SEE DETAIL 2/E2,1 FOR WIRING DIAGRAM. LIGHT SWITCH FOR COOLER TO HAVE WET LOCATION SWITCH COVER RACO 5121-0. 8 LIGHTS TO BE CONTROLLED THROUGH LIGHTING CONTACTOR. SEE DETAIL 5/E2.1 FOR DETAILS. N.T.S. I I 5 \ P8sc Sc DP8s Sc JDS sc c H ' Neutral LEVITON c - - MODEI #OSSMT-MDW O L I III G UP O ORACLE #03301241 O o a m m d �. Line Black White - (A2s A2sc Blue H \ I Green i DP4sc I P4sc DP c 4sc A2sc Groun d I i i hII „ULM 2Es O I NOTE: FOR RESTROOM, OFFICE CDC TOTE, I H AND ELECTRICAL ROOM SWITCHING P8sc 8sc DP8 sc A2E NOTE: RESTROOM SET TO 10 MINUTES. I II BACKROOM AND OFFICES SET TO 20 MINUTES. BACKROOM WITH HIDDEN AREAS SET TO 30 MINUTES. I s O"A" OCCUPANCY SENSOR_ - - I � EM N.T.S. L _ A2sc 2 lit \ I 2 gG2 NORMALLY ON — LINE BLACK BLACK INVERTERINPUT PURE WAVE SWITCH — — — - -- INVERTTCHED) NEUTRAL WHITE SERIES BROWN DEVICE III`= _--. G2 — G2 (UNSWI "^ EARTH GROUND GREEN UNIT WHITE OR INVERTER DIMMER I—_-J _. LIGHTING GROUND NORMALLY LOAD WIRE OFF LED NOTE: CAP UNUSED WIRES NEUTRAL INVERTER WIRING DIAGRAM 2 N.T.S. _— _ _ OLIGHTING PLAN z 1/4" = 11-0.1 I1 I 0 O '- g Q'N O�O� �w �� v • U 4-4 N^ q O Q-I Q-I z w G2 a 0 a s s 8 CO2 I� G2a REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC N 0 N Zw F ® Q O_ O�w p rn Z Cl) Cl) LL 0W z LU m ED C) z w N (j) W Uo¢ j U 0-> U LL U LU CL LL 1 z wZlUi `1 .6 U W C Wpw �ir LLI O_ z U LLI 1 p w 0 O a _ ,,�IIIUINI/ - ,��` pS U3� i. fe i.(� LL jr � i ••t(/ ��•C (O ~ W M•Q�N LL:Z�N �¢•w Cr r 0 0 0 m co ME � a N Z N W oNp z W E2. r Schedule Symbol Label Quantity Manufacturer mow Number Description Mounting HW Lumens Per Lamp Light Loss Factor Wattage 9 CREE ZR22C401-40K-10V-FD CONFIGURED FROM 2 x 2 10' 8' RecaedBd 39N 1 40 A2 Commiscial Troyer, Matte Finish, 40L Lumen Package, 3 01< Color TemperaWre A2sc 20 CREE ZR22MT4OL40K-CMA-FL ZR-MTW Tmyeq 40L lumen Package, WK CCT, 120-27N We Recessed 3372 1 40 i. SIGNIFY t PHILLIPS FSSEZ440L-840.UNV 4' FLUXSTREAM STRIP EZ BlineC e'Pendant 35M 1 40 I C 4.44164000KBOARO Temperature 7 CREE CS 1440L HE-0OK-tOV-CMA TeMuredReAectorald®ePectiveMi 94"Pendant 4074 36 DP4Sc teOpUcsAmnmJ EDsWHeaVSink 1 1 9 CREE CSl8-80LHE40KA0V-CMA While Plastic Textuled Reflector 9'IV, Panders 7661 1 70 DP8sc Wth Incirect LED Aney on Extruded Heaters, 4 CREE - CRdE40L40KS-EB14 Troller 4000K-No Tmm e"Surface 4237 1 DS4E 33 6 SIGNIFY/PHILLIPS V3WEZ4 1-II840.UNV .. CONFIGURED FROM W64 Version 8"Sudace 4100 1 32 H C Luminalre, 40L Lumen Package, Ribbed Aaylic Lens, 4000K, 80 CRI Reflectances: 80-50-20% Additional Equipment: (15) AC5-18/5-48-Q14B-JB (Aircraft Cable Support with Feed) (15) AC5-48-Q14B-JB (Aircraft Cable Support) (5) SMK-LE-EC (Surface Mount Kit End Caps) (1) CCT-CWC-1 (SmartCast Configuration Tool) *** CUSTOMER TO VERIFY ORDERING INFORMATION AND A E **. CATALOGUE NUMBER PRIOR TO PLACING ORDER II Piz 6 9 68 70 8 8 72 70 6 5 65 62 ��-I - - - --- MH. .333 M .33 : 9.3D 59 ISAR 9. _ �\ 70`� 1 D sc 84 79 78 84 8 68 65 70 75 DP4sC I MR 9.333 MELAQ333 53 E 3 74 52' 72 i H i 0 DP4 I (I ? 4 71 f f� MR 9.333 I I i 68 75 61 76 Calculation Summary (Footcandles calculated using initial lumen values @ 260C) Label Units Avg Max Min Avg/Min Max/Min 101 MERCHANDISE_Workplane Fc 72.49 109 17 4.26 6.41 102 SALES_Workplane Fc 65.30 89 28 2.33 3.18 103 OFFICE_Workplane Fc 31.67 35 30 1.06 1.17 104 BACKROOM_Workplane Fc _ 59.77 93 28 2.13 3.32 105 MENS_Workplane Fc 51.87 65 41 1.27 1.59 106 WOMENS_Workplane Fc' 42.68 64 11 3.88 5.82 CORRIDOR_Workplane Fc 48.70 55 36 1.35 1.53 MEMO HN N MW = EIROM ffo& 14MMEMELM 77 64 60 67 74 3 74 60 56 60 64 76 61 5 46 66 5 88 1W 9,3ffi8 109 108 106' � 33 63 4 5 5 !I 54 7 78 85 97 104 106 109 108 103 98 E 67 47 A2SC I, - -- I ! H: 1 f 57 DP8sp MH:"�J`333 87 96 P 11 �j � 100 H: 103 P n �F�: q 7 93 8SC 4 9:333 33 : 9.�� I _ 55 t 7 82 88 91 91 92 91 87 83 60 4 8 2s H: 1 I� 53 74 78 83 85 85 85 84 81 77 57 43 7 I' 2SC -40 54 E 3 75 78 83 85 83 85 84 80 77 57 4 71MR 1! z DP4sc IDP4sc DP4 4sc -4 54 68 MH:-lt333 79 82 MW40.33383 84 : 9.3'90 76 W: 9.3� 4 H: 1 41 56 77 81 85 86 86 87 86 82 77 57 4 6 2E 69 I I i H. 1' o 59 83 85 91 92 90 92 91 86 81 59 4 5 r az _ Sc _ :1 57 DP�8 4 89 Inc 88 90 � 84 79 8Es57 41 M MR 9.333 H: 9.333 MR! 33 : W3 H: 1 49 70 2 76 77 76 77 77 72 68 49 3 I II II I GENERAL PLAN NOTES 1. REFLECTANCE& 80% CEILING, 50% WALL, 20% FLOOR_ 2. CALCULATION ZONES SET TO WORK PLANE AT 36" A.F.F. 3. CALCULATIONS ARE MEASURED IN FOOTCANDLES 4. LIGHTS SHOWN IN PLAN ARE FOR PHOTOMETRICS ONLY, AND DOES NOT REPRESENT THE ENTIRE LIGHT FIXTURE SCHEDULE. l 36 �� A2E C 5 53 52 4 is 3 0 50. 53 DS4E r55' o MH: 852 51 41 33 '49 51 5 433 =2 435 65 65 p 13 53 -- nn 52 51 - DS4E 4 4 55 48 1 51 MML� I J 5 A2 9 60 2 E f 0 48 45 6,5 : 1 .�9 tea 7 'I rQ I I I A2 A2 A2 II 6 272 8 7 3 IH:1 5 H:1 .5 H:1 U. 5 56 75 8 6 85 72 II jl 1 51 7 A 3 81Az 68 AQ E I FC0)2 MIMI 1 l f zzwo.E =I REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC P-1 O ry - S QN 00 U A `` 00 o O i., �i N 4] I i V� U N C V)PH� CD N ZI.- I.- 0 Q Q 0 z M (DWzQ _ of W 0-0 E Z �U)a C a w � C) 0 LL LLi U W_ f 0_ LIL- z= LUK >Y' °� Lou z WWW J O o- W LU I 00 (�zLL a 0 cl�LU r 2 = a 0` J W W W CO I 0 's 0 m LU �ME J ME W � a 0 N Z 0D N N N W O Z W N L.1 ?i U UU o a o c=3 `E2.2 - Luminaire Schedule Symbol Qty Label Arrangement LMF Lum: Lumens Lum. Watts Part Number 7 A2 SINGLE 1.000 4000 32 ZR22C-40L-40K-10V-FD ® 3 A2Esc_on SINGLE 1.000 1400 40 ZR22MT-40L-40K-CMA-EB14-FL 2 A2E_on SINGLE 1.000 1400 32 ZR22C-40L-40K-1OV-FD-EB14 16 A2SC SINGLE 1.000 4000 40 ZR22MT-40L-40K-CMA-FL 7 DP4sc SINGLE 1.000 4000 36 CS14 40LHE 40K-10V-CMA' 3 DP8Esc_on SINGLE 1.000 8000 70 CS18-80LHE-40K-CMA w/Inverter by other 6 DP8sc SINGLE 1.000 8000 70 CS18-80LHE-40K-10V-CMA 5 DS4E_on SINGLE 1.000 1400 40 CR-LE-40L-40K-S-EBI4SMKw/SMK-LE-EC ® > 9 G2 WALL MOUNT 1.000 4270 31 XSPW-B-WM-3ME4L-57K-UL-BZ Reflectances: 80-50-20% Additional Equipment: (16) AC5-18/5-48-Q14B-JB (Aircraft Cable Support with Feed) (16) AC5-48-Q14B-JB (Aircraft Cable Support) (5) SMK-LE-EC (Surface Mount Kit End Caps) (1) CCT-CWC-1 (SmartCast Configuration Tool) *** CUSTOMER TO VERIFY ORDERING INFORMATION AND CATALOGUE NUMBER PRIOR TO PLACING ORDER *** e c, Calculation Summary (Footcandles calculated using initial lumen values @ 25°C) Label Units Avg Max Min Avg/Min Max/Min 101-MERCHANDISE_Workplane Fc 13.42 57 2 6.71 28.50 102 SALES_Workplane Fc 3.80 10 1 3.80 10.00 103 OFFICE_Workplane Fc 12.00 13 11 1.09 1.18 104 BACKROOM_Workplane Fc 4.72 10 1 4.72 10.00 105 MENS Workplane Fc 12.18 20 4 3,05 5.00 106 WOMENS_Workplane Fc 19.47 26 14 1.39 1.86 GENERAL PLAN NOTES 1. REFLECTANCE& 80% CEILING, 50% WALL, 20% FLOOR. 2. CALCULATION ZONES SET TO WORK PLANE AT 36" A.F.F. 3. CALCULATIONS ARE MEASURED IN FOOTCANDLES 4. LIGHTS SHOWN IN PLAN ARE FOR PHOTOMETRICS ONLY, AND DOES NOT REPRESENT THE ENTIRE LIGHT FIXTURE SCHEDULE. 2 _=-- — -- — — — — -_ --- -- ... 2 2 2 2 3 4 5 8 2 16 1 19 1 10 8 4 8 11 10 A2SC se -' .R 11 / 1 K DS4E 4 3 3 3 4_J) DP4sc DP4sc 5 12 22 37 49 7 13 MH1 3 MR 9 333 H: 9. _\6 6 6 4 0 I -, 4 DP491 9 6 MR 9.333 22 20 14 9 _ I 25 43 Esc or T 119.333 4i J 33311 14 23 39 52 15 4 ----- 20 I DS4E 10 18 13 11 12 1 - on Mi is 8 '� trD S4E I Mt1:9.333 i MH:9.33 1 1 1 [21,/ 8 / 33 33 21 1 7 6 6 8 11 11 6 3 1 JP j 5 II + 1 lizrlElbc. G 42 43 26 1 6 5 6 7 7 4 3 010 H DS4E on 4 6 7 MIMDP8Esc on P8sc DP8 8sc + 1 19 42 MR 4233 25 1 I-8 9.333 5 5 I&: 35 5 H: 9.343 3 --- 5 7 10 7AL, _ I + 2 2 �� + H.1 10 32 32 20 12 7 -5 5 5 5 5 4 4 5 6 q( 1 11,9 19 14 9 6 5 5 5 6 6 6 5 3 4 3 + 1;0 H:1110 10 10 9 6 5 5 5 7 9 10 10 8 _ T DP4sc DP4sc DP4 SCE] II I I I 7 H: 1 .5 7 H: 10 5 : 10 + MH:;9.333 + H:9.333__ MH: 33 H:9.333 6 6 6 6 5 5 5 7 10 15 19 19 17 1 H: 0 6 7 3 4 3 + + + 4 4 4 4 4 5 8 13 23 -33 27 1 9 1 :1� 4 4 +1 2 COz s68 + + 6 7 6 „ H: 10,.5 H: 10 3 3 3 3 4 5 9 17 30 46 37 2 I H: 0 2 DPSs� 2 3 Psc 5 9 �6 33 50 8Es�48n 2 11 12 1 MR 9.333 H: 9.333 MR 33 H: 9.333 H: 10 a ,_ I + DS4E_o s Z 2 2 2 3 5 9 16 29 43 35 2 11 MHO 1 1 H: 10 5 1 �T II II ml- =A - iEJ 2 ,EGRESS PHOTOMETRICS 1/4" = 1,-0„ REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC N �o N zW ®Q o_ 0) ®� 6 Z co J l IIWQ z� 0-0 w �U)a Vo< U rn 0 U W tY 0 z= LUzILL W `Y // U Uj z WOw —J0`a W�� 00 LLIW 0 tizLL a C W 0 I- U) CO w V W W w .3 '�. •n. � Q � U_ �•. � i , N to w ti E F Z�� i 0- ii z w (Z O oa fit ann 0 0 0 N m_ � Q H W J Uj � d O z N O Z N N g w NN o Z ~ IW a x Luminaire Schedule Symbol Qty Label Arrangement LMF Lum. Lumens Lum. Watts Pa Number 24 ` CPY-FLAT-B SINGLE 1.000 12860 96 CP 250-B-DM-F-B-UL-WH-57K-HZ 250-B-DM-F-C-UL-BZ-57K-HZ ® 4 CPY-FLAT-C SINGLE 1.000 4520 31 CP' o-® 4 -,XSPLG-4ME SINGLE 1.000 23600 184 XS LG-D-HT-4ME-24L-57K7-UL-BZ-N % 4 XSPLG-4ME-2 2 @ 90° 1.000 23600 184 XS LG-D-HT-4ME-24L-57K7-UL-BZ-N 20 X SPW WALL MOUNT 1.000 4270 31 XS W-B-WM-3ME-4L-57K-UL-BZ EXTERIOR LIGHTING GUIDELINES - 00 N 0 0 1. EXTERIOR LIGHTING SHALL INCLUDE ALL PARKING, CANOPY - - AREAS, AND WALKS PROVIDED WITH LED LIGHTING, MINIMUM a 18 FT. HIGH, UNLESS PROHIBITED BY CODE, WITH ADEQUATE ¢i w V ILLUMINATION TO PROVIDE AN AVERAGE MINIMUM ACCEPTABLE C - LEVEL OF 3 FOOT CANDLES IN THE PARKING LOT AS REQUIRED t•. O ^ BY APPLICABLE CODES, REGULATIONS OR LAWS. ^ � l V 4 o 2. GASOLINE DISPENSING ISLANDS /CANOPIES SHALL BE � 6 6 �' o ILLUMINATED TO AN AVERAGE MINIMUM ACCEPTABLE LEVEL OF 30 FOOT-CANDLES O a QI 'S o w / 300 LUX 3. ENTRIES, HIGH TRAFFIC AREAS SUCH AS AIR AND WATER, THE DUMPSTER ,DRIVES AND PARKING SHALL BE ILLUMINATED TO AN AVERAGE MINIMUM ACCEPTABLE LEVEL OF 10 FOOT-CANDLE t/1 / 100 LUX F••i 4. STORE TO CANOPY WALK -WAY TO HAVE AN AVERAGE MINIMUM �l ACCEPTABLE LEVEL OF 10 FOOT-CANDLE / 100 LUX a 5. STOREFRONT PARKING TO HAVE AN AVERAGE MINIMUM ACCEPTABLE LEVEL OF 10 FOOT-CANDLE / 100 LUX - Calculation Summary (Footcandles calculated using predicted lumen values @ 50K hrs of operation) Min 6. 7-ELEVEN, INC AVERAGE MINIMUM ACCEPTABLE LEVEL OF ILLUMINATION FOR THE REST OF THE SITE IS 3 FOOT-CANDLE / N Label -0(ime Units Avg Max Min Avg/MinT25.E5 30 LUX Canopy FC 45 02 58 30 ?.50 7. IF THE STORE DOES NOT HAVE SIDE WALL PARKING, THEN THE AVERAGE MINIMUM ACCEPTABLE LEVEL OF ILLUMINATION FOR THE W Grass and Property Spill Fe 1.41 1.9.9. 0.0 N.A. _ - BACKWALL AND SIDE OF STORE IS 8 FOOT-CANDLE / SO LUX. i � Paved Area FC 8.96 33.6 1.3 6.89 8. IF THE STORE DOES HAVE SIDE WALL PARKING, THEN THE • AVERAGE MINIMUM ACCEPTABLE LEVEL OF ILLUMINATION FOR CQ THAT SIDE OF STORE IS 10 FOOT-CANDLE / 100 LUX. �•; FIXTURE MOUNTING HEIGHTS AS SHOWN V POLES MOUNTED ON 3' BASE - 9. CALCULATION ZONE "PAVEMENT" TO BE THE DRIVABLE APPROACH AND WALKWAY NOT ALREADY DEFINED BY OTHER CALCULATION ZONES. ADDITIONAL EQUIPMENT REQUIRED: 10. CALCULATION ZONE "SITE" TO BE ANY OTHER AREA NOT ALREADY DEFINED BY OTHER CALCULATION ZONES. (8) SSS-4-11-17-CW-BS-OT-N-BZ (1T x 4" x 0.125" STEEL SQUARE POLE, TENON MOUNT) (4) PD-2H4(90) TWIN 90° TENON 11. RATED OPERATING TEMPERATURE SHALL BE -40C TO 50C (40F g TO 122F). (4) PD-2H4(180) TWIN 180° TENON 12. LEDs TOBE5,000T05,800KCOLOR TEMPERATURE g DEPENDING ON THE LED. FIXTURE APPLICATION PROPOSED POES MEET 140MPH SUSTAINED WIND LOADS 3.2 1 3 3.7 z 0 s 0.3 0.3 0.2 0.2 '0.2 '0.2 o.2 0.2 0.2 0:2 0.2 '0.2 0.2 0.2 b.2 0,2 0.2 b.3 a.2 0.2 0.2 0.2 o.,�, o 1 :o.1 o o o ' a gyp. o.c 13. LED COLOR RENDERING INDEX (CRI) OF A MINIMUM 70 E i ada a; " CUSTOMER TO VERIFY ORDERING INFORMATION AND 5 9 s_8 i 4.9 .1 z - o.s-0.4 : 16:_3 _o.-0.3_0_3_ 0._ 0.3 3 -� �- .7 -Q 6 �s-0, 1\ o.3n 14.OPERATINGVOLTAGESHALLBE120-277V,AT50/60HERTZ CATALOGUE NUMBER PRIOR TO PLACING ORDER * a - --------------------- - 15. 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'1.6 114 !1 9 r� n.6 n a ''1 n i n n o n a n a n 6 '.'n n 'n a 'n a nil n a n q n z n a !1 n n 7 I i. n 'i 1. n a n e -n 6 %1. c (n 7 'n a 'n 7 h- OSITE PHOTOMETRICS N.T.S. Z REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT,: BO011- N o N zW I- O Q z� 0m 0 M Z Cl) g� UW� _ Z LUR�:C) z �cnw z o a. U�0 U ILL U Of LU 1..1� O 1 Z LU z Y 06 U W0 Ix DW d U I ow I` Z U- a I `�P`' t``LL W 'c' O aw ti * W Q�Q�m It °U D r N °.• %�* �O� 0 m QW W J LU (r 2 N Z � N UJ Z O to E2.4 ELECTRICAL ISPECIFICATION INTRODUCTION THE CONTRACTING FOR INSTALLATION OF THE ELECTRICAL SYSTEM WILL BE ACCOMPLISHED IN THE FIELD AT THE DIVISION LEVEL. THESE SPECIFICATIONS ARE TO AID IN PREPARATION OF DIVISION LEVEL STORE PLANS AND CONTRACT DOCUMENTS. IN CASE OF A CONFLICT BETWEEN THIS SPECIFICATION AND THE CONTRACT DOCUMENTS PROVIDED BY THE DIVISION CONSTRUCTION MANAGER, THE DIVISION'S PLANS AND SPECIFICATIONS SHALL PREVAIL. DEFINITIONS THE FOLLOWING DEFINITIONS APPLY TO THIS PROJECT. FURNISH - TO SUPPLY THE MATERIAL NECESSARY TO PERFORM THE TASK. INSTALL - TO SUPPLY THE LABOR NECESSARY TO COMPLETE THE TASK. PROVIDE - TO FURNISH AND INSTALL MATERIAL AND LABOR TO COMPLETE THE TASK. 1. SCOPE 1.1 E.C. TO PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT (U.N.O.) REQUIRED TO EXECUTE WORK PER NEC AND ALL APPLICABLE ELECTRICAL CODES IN FORCE AT THE TIME OF PROJECT COMPLETION. 1.2 THIS WORK INCLUDES, BUT IS NOT LIMITED TO: ELECTRICAL SERVICE AND DISTRIBUTION SYSTEMS, PANELBOARDS, DISCONNECT SWITCHES, LIGHTING FIXTURES, POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRED FOR A COMPLETE SYSTEM. 1.3 E.C. TO VERIFY TYPE OF POWER SERVICE AVAILABLE (UNDERGROUND OR OVERHEAD) AND MAXIMUM SHORT CIRCUIT CURRENT PRIOR TO SUBMITTING A PROPOSAL. 1.4 E.C. TO VERIFY TYPE OF TELEPHONE SERVICE AVAILABLE (UNDERGROUND OR OVERHEAD) PRIOR TO SUBMITTING A PROPOSAL. 1.5 E.C. TO VERIFY METERING, IN ACCORDANCE WITH LOCAL ELECTRIC UTILITY COMPANY REQUIREMENTS, FOR GENERAL SERVICE SCHEDULE. 1,6 E.C. SHALL INSTALL 3-PHASE 4-WIRE 120/208V WYE SERVICE. IF FOR ANY REASON, THIS IS NOT AVAILABLE, THE E.C. SHALL NOTIFY 7-ELEVEN, IN WRITING PRIOR TO SUBMITTING OF PROPOSAL (U.N.O.). 1.7 E.C. TO PROVIDE PANELBOARD NAMEPLATES. PROVIDE LAMINATED PLASTIC NAMEPLATES WITH 3/4 INCH MINIMUM CONTRASTING -COLOR ENGRAVED LETTERS IDENTIFYING EACH PANELBOARD. 2. INSTALLATION 2.1 THE INSTALLATION SHALL COMPLY WITH ALL LAWS IN EFFECT AT THE TIME OF CONSTRUCTION APPLYING TO ELECTRICAL INSTALLATION, AND WITH THE REGULATIONS OF THE NEC, WHERE SUCH REGULATIONS DO NOT CONFLICT WITH THE LAWS IN EFFECT, AND WITH THE PUBLIC UTILITY COMPANY FURNISHING THE SERVICE. 2.1.1 THE E.C. SHALL UPGRADE THESE SPECIFICATIONS AS REQUIRED TO MEET COMPLIANCE WITH ALL APPLICABLE CODES IN EFFECT; HOWEVER, WHERE THESE SPECIFICATIONS MAKE STIPULATIONS OVER AND ABOVE THE MINIMUM REQUIREMENTS OF APPLICABLE CODES, THE CONTRACTOR SHALL NOT DOWN -GRADE THESE SPECIFICATIONS TO MINIMUM CODE REQUIREMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM 7-ELEVEN. 2.2 E.C. SHALL PROVIDE ALL REQUIRED ELECTRICAL CONDUIT AND WIRING FOR ALL MOTORS, MOTOR STARTERS AND ELECTRICAL CONTROLS, U.N.O. E.C. SHALL MAKE ALL LINE VOLTAGE ELECTRICAL CONNECTIONS AS REQUIRED FOR HVAC SYSTEMS. 2.3 E.C. SHALL INSTALL THE CONNECTIONS TO ALL RECEPTACLES, SALES COUNTERS, GONDOLAS AND FINAL CONNECTIONS TO ALL FIXTURES AFTER FIXTURES ARE IN PLACE. 2.4 E.C. SHALL VERIFY EXACT LOCATION OF ALL SIGNS WITH 7-ELEVEN REPRESENTATIVE. PROVIDE ALL CONDUITS AND WIRES WITH STUB -UPS AS DIRECTED BY THE 7-ELEVEN CORPORATION AND INSTALL FINAL CONNECTIONS AS REQUIRED. 2.5 WIRING 2.5.1 ALL WORK SHALL BE COMPLETED IN A NEAT AND WORKMAN -LIKE MANNER. THE E.C. SHALL CONTACT THE 7-ELEVEN CORPORATION REPRESENTATIVE SHOULD THIS PLAN REQUIRE MODIFICATION TO COMPLY WITH LOCAL CODES. 2.5.2 ALL CONDUCTORS SHALL BE RUN IN APPROVED METALLIC RACEWAY OR CONDUIT AND SHALL BE UNIFORMLY COLOR CODED THROUGHOUT THE ENTIRE SYSTEM. SPLICES, TAPS, AND TERMINALS SHALL BE MADE ONLY IN J BOXES, OUTLET BOXES AND PANELBOARDS. 2.5.3 THE E.C. SHALL ENSURE THE CONDUCTORS UTILIZED ARE IN KEEPING WITH GOOD PRACTICE FOR THE CIRCUIT/PROTECTIVE DEVICES EMPLOYED. THE NEUTRAL CONDUCTOR (WHERE USED) SHALL HAVE THE SAME AMPACITY AS THE ASSOCIATED PHASE. 2.5.4 THE E.C. SHALL ENSURE THAT CIRCUIT AMPACITY AND SHORT CIRCUIT/OVERLOAD PROTECTION IS APPROPRIATE FOR THE EQUIPMENT BEING INSTALLED. UL LISTING CONDITIONS SHALL BE OBSERVED. 2.5.5 TO COMPLY WITH NEC/UL LISTING CONDITIONS, ROOFTOP UNITS MAY BE SHOWN WITH FUSED DISCONNECT SWITCHES: 2.5.5.1 ALL FUSES SERVING MOTOR LOADS WILL BE OF THE DUAL ELEMENT TYPE. 2.5.5.2 DUE TO DIFFERENT INTERRUPTING CHARACTERISTICS, PANELBOARD CIRCUIT BREAKERS MAYBE RATED HIGHER THAN THE DUAL ELEMENT FUSES THEY SUPPLY TO ENSURE SUFFICIENT STARTING CURRENT, 2.5.6 WIRE SIZES LISTED ARE MINIMUM. CONDUCTORS SHALL BE SELECTED SUCH THAT THE MAXIMUM VOLTAGE DROP (AT FULL LOAD AMPS) SHALL NOT EXCEED THE FOLLOWING GUIDELINES: 2.5.6.1 PANEL FEEDERS --2% OF CIRCUIT VOLTAGE AT SERVICE. 2.5.6.2 ALL BRANCH LOADS--3% OF CIRCUIT VOLTAGE AT SERVICE. 2.5.6.3 TOTAL VOLTAGE DROP (SERVICE TO LOAD)--5% OF CIRCUIT VOLTAGE AT SERVICE. 2.5.7 SPECIAL NOTES ON SERVICES: 2.5.7.1 120/208V, 3-PHASE, WYE THE E.C. SHALL CHECK THE REQUIREMENTS OF ALL EQUIPMENT AND WILL INSTALL AUTOTRANSFORMERS (BUCK AND BOOST TRANSFORMERS) AS REQUIRED. 2.5.8 THE E.C. SHALL PROVIDE DEDICATED CIRCUITS WITH ISOLATED GROUND FOR ALL CIRCUITS ORIGINATING FROM PANEL S. THE PURITY OF THE ISOLATED GROUND SHALL BE MAINTAINED BY USING ONLY INSULATED GROUNDING CONDUCTORS AND ISOLATED GROUND. THE GROUNDING CONDUCTOR FOR THE. ISOLATED GROUND SHALL NOT MAKE ELECTRICAL CONTACT WITH THE COMMON EQUIPMENT GROUND OR ANY ITEM CONNECTED TO THE COMMON EQUIPMENT GROUND (I.E. CONDUITS, "J"-BOXES, SWITCH BOXES, ETC.) AT ANY POINT OTHER THAN AT THE SERVICE GROUNDING TERMINAL. SEE NEC 250.96(B). 2.6 WHEN REQUIRED, E.C. TO ENSURE INTEGRITY OF FIRE RATED WALLS WHERE ELECTRICAL EQUIPMENT PENETRATES WALLS. SEAL PER SPECIFICATIONS FOR FIRE STOPPING. 2.7 ALL PENETRATIONS THROUGH EXTERIOR WALLS ARE TO BE MADE WITH LB CONDULETS OF THE APPROPRIATE SIZE PER NEC. ALL PENETRATIONS ARE TO BE SEALED PER NEC. HORIZONTAL OR VERTICAL SUPPORTS FOR RACEWAYS ARE TO COMPLY WITH NEC. WIRE TIES ARE NOT TO BE USED, U.N.O. 3. MATERIALS: ALL MATERIALS AND DEVICES SHALL BE UL APPROVED AND SHALL CONFORM TO THE STANDARDS OF NEMA, NEC, AND IEEE. 3.1 LIGHT FIXTURES: PER SCHEDULE ON ELECTRICAL PLAN. 3.2 RACEWAYS: ALL CONDUIT SHALL BE EITHER RIGID STEEL OR ELECTRICAL METALLIC TUBING (EMT). FOR IN SLAB AND UNDERGROUND INSTALLATIONS, PVC OR RIGID STEEL SHALL BE USED, REFER TO FUELING SHEETS FOR APPROVED FUELING SYSTEMS CONDUIT. INSTALL PER NEC. 3.3 FITTINGS AND BUSHINGS:ALL REQUIRED BENDS, FITTINGS, JUNCTION BOXES, ETC., WHETHER OR NOT THEY ARE SHOWN ON THE DRAWINGS, SHALL BE INSTALLED TO SATISFY ALL APPLICABLE ELECTRICAL CODES AND STANDARDS OF GOOD PRACTICE. ALL CONDUCTORS ENTERING/LEAVING A CONDUIT OR RACEWAY SHALL BE AFFORDED ABRASION PROTECTION BY AN ADEQUATE BUSHING OR OTHER APPROVED MEANS. 3.4 OUTLET BOXES: SHALL BE STANDARD, STAMPED GALVANIZED STEEL BOXES; "J"-BOXES AND OUTLET BOXES USED AS A PULL BOX SHALL BE PROVIDED WITH A SUITABLE COVER OF SAME MATERIAL AS BOX. 3.5 WIRING DEVICES: INSTALL ON EACH AND EVERY OUTLET BOX, A WIRING DEVICE AND/OR COVERPLATE, ALL AS INDICATED BY SYMBOL ON THE DRAWINGS. 3.5.1 WALL SWITCHES: 3.5.1.1 SINGLE POLE SWITCHES SINGLE POLE WALL SWITCHES SHALL BE SIMILAR AND EQUIVALENT; TO "LEVITON" #CS120-2W 20A, 120-277VAC TOGGLE SWITCH (WHITE) WITH COVERPLATE FOR SINGLE GANG OR (WHITE) COVERPLATE FOR DOUBLE GANG. 3.5.1.2 3-WAY SWITCHES: 3-WAY SWITCHES SHALL BE SIMILAR AND EQUIVALENT TO "BRYANT" #4503-1 20A, 120-277VAC 3-WAY SWITCH (WHITE HANDLE) AND (WHITE) COVERPLATE FOR SINGLE GANG OR (WHITE) COVERPLATE FOR DOUBLE GANG. 3.5.1.3 SINGLE THROW, DOUBLE POLE EVAPORATOR SWITCH SINGLE THROW, DOUBLE POLE SWITCHES SHALL BE SIMILAR AND EQUIVALENT TO "BRYANT" #30322D 120-600VAC NEMA 3R ENCLOSED AC MANUAL MOTOR CONTROLLER/DISCONNECT. 3.5.2 NOT USED 3.5.3 CONVENIENCE OUTLET (20A): 20A CONVENIENCE OUTLETS SHALL BE SIMILAR AND EQUIVALENT TO "LEVITON" #CR20-W 2 POLE, 3 WIRE, 20 A 125V, DUPLEX GROUNDING RECEPTACLE WITH (WHITE) COVERPLATE SIMILAR AND EQUIVALENT TO "LEVITON" #88003 FOR SINGLE DUPLEX OR "LEVITON" #88016 FOR DOUBLE DUPLEX (QUAD). 3.5.4 OUTLET, ISOLATED GROUND (20A): ISOLATED GROUND OUTLETS SHALL BE SIMILAR AND EQUIVALENT TO "LEVITON" #5362-IG 2 POLE, 3 WIRE, 20A, 125V, SINGLE, ISOLATED GROUND RECEPTACLE (ORANGE) WITH (WHITE) COVERPLATE. 3.5.5 GFCI CONVENIENCE OUTLETS (INDOOR & OUTDOOR): OUTDOOR GFCI OUTLETS SHALL BE WEATHER RESISTANT (WR) LABELED, EQUIVALENT TO THE "LEVITON" #WR899-W 20A OUTLET WITH OUTDOOR COVERPLATE #4500B AND BACK PLATE #63101. INDOOR GFCI OUTLETS SHALL BE EQUIVALENT TO "LEVITON" #7899-W, 20A WITH (WHITE) COVERPLATE. 3.5.6 NOT USED 3.5.7 SAFETY SWITCHES: SAFETY SWITCHES SHALL BE UL APPROVED GENERAL DUTY SAFETY SWITCHES WITH LOCK OFF HANDLES SIMILAR AND EQUIVALENT TO THOSE MANUFACTURED BY "SQUARE-D". SWITCHES WILL BE FUSIBLE OR NON -FUSIBLE AS INDICATED ON PLANS/LOCAL CODES AND WILL BE NEMA TYPE 1 FOR INDOOR (DRY) INSTALLATION OR A NEMA TYPE 3R ENCLOSURE FOR OUTDOOR INSTALLATION. FUSED SWITCHES SHALL HAVE REJECTION STYLE FUSE HOLDERS TO MATCH LPN-RK CLASS RK1 FUSES. 3.5.8 NOT USED 3.5.9 PHOTO CELL (OUTDOOR): ELECTRONIC LIGHT SENSOR SHALL BE THE TORK EPC-1. ENCLOSED IN A LEXAN HOUSING WITH A 1/2" CONDUIT MOUNTING AND 180 DEGREE SWIVEL. INSTALL IN A WEATHER TIGHT JUNCTION BOX ON THE ROOF PER MANUFACTURER'S RECOMMENDATIONS. SET SENSOR TO 100 FOOT-CANDLE LEVEL. 3.5.9.1 LIGHTING CONTROLLER (OUTDOOR LIGHTING CONTROL): THE LIGHTING CONTROLLER SHALL BE THE TORK LC-200 IN A NEMA 1 ENCLOSURE. THE LC-200 IS USED IN CONJUNCTION WITH THE TORK EPC-1 PHOTOCELL. LIGHTING CONTROLLER HAS A 2 TO 100 FOOT-CANDLE LIGHT ADJUSTMENT. 3.5.10 CONTACTOR (OUTDOOR LIGHTING CONTROL): THE LIGHTING CONTACTORS FOR USE WITH THE OUTDOOR PHOTO CELLS SHALL BE SIMILAR AND EQUIVALENT TO "SQUARE-D" ELECTRICALLY HELD LIGHTING CONTACTOR CLASS 8903 TYPE LG-80 FORM F WITH 120V CONTROL COIL, NORMALLY OPEN CONTACTS RATED AT 30 AMPS CONTINUOUS, IN NEMA TYPE 1 ENCLOSURE WITH FUSED CONTROL CIRCUIT. REF LIGHTING CONTACTOR DETAIL. 3.5.11 PHOTO CELL BYPASS SWITCH: THE PHOTOCELL BYPASS SWITCH SHALL BE A "BRYANT" #4801-L SINGLE POLE LOCK TYPE 15A 120-277 VOLT SWITCH WITH KEY #6006 AND COVERPLATE (WHITE). NOTE: NO SUBSTITUTION SHALL BE PERMITTED UNLESS THE E.C. CAN PROVE TO THE 7-ELEVEN CORPORATION REPRESENTATIVE THAT THE PROPOSED SUBSTITUTE WILL OPERATE WITH "BRYANT" KEY #6006. THE KEY SHALL BE TURNED OVER TO THE 7-ELEVEN CORPORATION REPRESENTATIVE AT ACCEPTANCE (NOT LEFT IN SWITCH, CASH REGISTER, ETC.). 3.5.12 HEAT TRACE - FREEZER PIPE FREEZE PROTECTION (WHEN REQUIRED): HEATING CABLE: FURNISH RAYCHEM 5XL1-CR WITH RAYCLIC-PC ELECTRICAL CONNECTION. XL TRACE BY TYCO THERMAL CONTROLS, LLC. FOR EXTRA INFORMATION CONCERNING HEAT TRACE SYSTEM CONTACT DAN PETERSEN WITH INDUSTRIAL HEATER (901-382-4761). CIRCUIT BREAKER: PROVIDE SQUARED' Q0120EPD OR EQUIVALENT GFCI CIRCUIT BREAKER WITH 30mA TRIP. NOTE: MECHANICAL CONTRACTOR TO INSTALL SELF REGULATING HEATING CABLE PER MANUFACTURER'S REQUIREMENTS ON CONDENSATE DRAIN LINES INSIDE FREEZER BOXES THAT ARE TO OPERATE AT OR BELOW 32 DEGREES F. 3.6 SERVICE/DISTRIBUTION EQUIPMENT: PANEL AND DISTRIBUTION PANEL SHALL BE SQUARE 'D'. ALL SWITCH GEAR TO BE FURNISHED FROM GRAYBAR, U.N.O. FOR PRICING AND PLACING ORDERS, CONTACT'7-ELEVEN' FOR THE APPROPRIATE SALES DEPARTMENT. 3.6.1 MAIN POWER SWITCHES THE MAIN PANEL POWER SWITCHES/CIRCUIT BREAKERS SHALL BE SQUARE 'D' TYPE I LINE, RATED AT 65,000 A.I.C. (MIN.) SWITCHES OR CIRCUIT BREAKERS SHALL BE LISTED AS INDICATED ON PLANS. NOTE: PANEL RATINGS REQUIRED FOR HIGHER AIC REQUIREMENTS SHALL BE PRESENTED TO THE DISTRIBUTOR FOR MODIFICATIONS TO THE GEAR SUBMITTAL. 3.6.2 PANELBOARDS: SQUARE'D' PANELBOARDS USED IN SERIES WITH [-LINE CIRCUIT BREAKERS AND FITTED WITH SQUARED' BRANCH CIRCUIT BREAKERS ARE AS INDICATED ON PLANS. USE AN APPROPRIATE SQUARED' CIRCUIT BREAKER WITH EACH PANEL. CIRCUIT BREAKERS SHALL BE TYPE QOXXX"QO"-FRAME 3.6.2.1 PANEL T', IF REQUIRED, SHALL BE FED BY A SQUARED' NO. 8903SQG2V02 CONTACTOR AND SHALL BE WIRED FOR EMERGENCY SHUT DOWN. 3.6.2.2 UPON COMPLETION OF WORK, E.C. SHALL PROVIDE A TYPED DIRECTORY IN EACH PANELBOARD. INCLUDE SYSTEM VOLTAGE, PHASING, CIRCUIT NUMBERING AND DESCRIPTIONS. 3.6.3 WIREWAY: THE WIREWAY SHALL BE SIMILAR AND EQUIVALENT TO "SQUARE D COMPANY" WIREWAY WITH APPROPRIATE FITTING FOR THE PARTICULAR INSTALLATION. E.C. SHALL SIZE TO INSTALLATION IN ACCORDANCE WITH NEC, GOOD PRACTICE AND CODES IN EFFECT AT TIME OF INSTALLATION. 3.7 OVERCURRENT/SHORT CIRCUIT PROTECTIVE DEVICES: 3.7.1 PANELBOARD BRANCH/FEEDER CIRCUIT BREAKERS: ALL DOWNSTREAM BREAKERS MUST BE SQUARED' TO MAINTAIN SERIES LISTING. IF FUSIBLE DISCONNECTS ARE USED, SQUARED' PANEL BOARDS AND CIRCUIT BREAKERS SHALL BE USED. 3.7.2 GROUND FAULT CIRCUIT INTERRUPTER (GFCI) BREAKERS: GROUND FAULT CIRCUIT INTERRUPTER (GFCI) TYPE CIRCUIT BREAKERS SHALL BE SIMILAR TO THE PANELBOARD CIRCUIT BREAKERS BUT WITH GROUND FAULT PROTECTION WITH MATCHING A.I.C. RATING. GFCI BREAKERS SHALL BE LIL APPROVED AS CLASS A DEVICES IN ACCORDANCE WITH UL STANDARD #043. 3.7.3 FUSES, MAIN SWITCHBOARD: MAIN SWITCHBOARD FUSES, IF REQUIRED, SHALL BE CLASS J CURRENT LIMITING FUSES AS INDICATED ON PLANS. 3.7.4 FUSES, EQUIPMENT: EQUIPMENT FUSES, IF REQUIRED, SHALL BE OF THE DUAL ELEMENT, TIME DELAY VARIETY AS INDICATED ON PLANS. FUSES FOR HVAC/REFRIGERATION SHALL BE SIMILAR AND EQUIVALENT TO COOPER BUSSMANN FUSE TYPE LPN-RK-SP, CLASS RK1 FOR THE APPROPRIATE AMPERAGE. 3.8 SPD SHALL BE PROVIDED BY GRAYBAR. 3.9 CONDUCTORS: ALL CONDUCTORS SHALL BE COPPER, TYPE THHN, UNO. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG. CONDUCTORS #10 AWG AND LARGER SHALL BE STRANDED. INSULATION TYPE SHALL CONFORM WITH N.E.C. OR MANUFACTURER REQUIREMENTS. LIGHT FIXTURES SOMETIME REQUIRE 90 DEGREE WIRE. FOR THE PARTICULIAR APPLICATION. USE TYPE THWN IN WET LOCATIONS. 3.9.1 NM CABLE (ROMEX) SHALL NOT BE USED. 3.9.2 ALUMINUM CONDUCTORS SHALL NOT BE USED U.N.O. 3.9.3 METAL -CLAD CABLE (MC) SHALL BE PERMITTED FOR USE AS BRANCH CIRCUITS IN WALL, CEILING OR CABINETRY. 4. TESTING AND INSPECTION 4.1 TESTING: 4.1.1 THE E.C. SHALL TEST, PRIOR TO ENERGIZING FOR THE FIRST TIME, ALL PIECES OF ELECTRICAL EQUIPMENT TO ASSURE THEY HAVE THE PROPER PHASE TO PHASE AND PHASE TO GROUND INSULATION AND TO BE FREE OF SHORTS. AFTER ENERGIZING, EACH LUMINAIRE SHALL BE LIT AND TESTED. 4.1.2 THE VARIOUS CIRCUITS SERVED FROM THE PANELBOARDS VARY IN LOADING. THE E.C. SHALL CAREFULLY BALANCE THE LOAD ON EACH LEG OF THE SERVICE. WHEN ALL LOAD IS TURNED ON AND THE SYSTEM IS OPERATING AT 100%, THE INITIAL UNBALANCE SHALL NOT EXCEED 10%. NOTE: WITH 3 PHASE DELTA, PHASES A AND C SHALL BE BALANCED WITHIN 10% PHASE B (HIGH LEG) SHALL BE BALANCED AS CLOSELY AS POSSIBLE. 4.2 INSPECTION: E.C. SHALL FURNISH AT THE COMPLETION OF THE PROJECT OR EACH INSPECTION POINT OF THE PROJECT, AN INTERMEDIATE OR FINAL INSPECTION CERTIFICATE FROM THE LOCAL INSPECTING AUTHORITY. 4.3 PERFORMANCE REQUIRED: 4.3.1 ALL EQUIPMENT AND FIXTURES SHALL BE PROPERLY CONNECTED WITH ADEQUATE POWER AND CHECKED THOROUGHLY FOR PROPER OPERATION. 4.3.2 ALL EXPOSED EQUIPMENT SHALL BE INSTALLED AS PER DRAWINGS AND IS SUBJECT TO INSPECTION FOR WORKMAN -LIKE APPEARANCE. 5. INDUSTRY -STANDARDS 5.1 THE FOLLOWING IS A LIST OF ABBREVIATIONS USED IN THE ELECTRICAL NOTES AND SPECIFICATIONS. NEC .....................NATIONAL ELECTRIC CODE, REF. COVERSHEET FOR APPLICABLE VERSION NEMA., ................ NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL. ....................... UNDERWRITERS LABORATORIES, INC. HVAC...................HEATING, VENTILATING AND AIR CONDITIONING IEEE ......................INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS GFCI.....................GROUND FAULT CIRCUIT INTERRUPTER AIC .......................AMPERES INTERRUPTING CAPACITY UNO.....................UNLESS NOTED OTHERWISE EC.........................ELECTRICAL CONTRACTOR GC.........................GENERAL CONTRACTOR 6. UTILITY ACCOUNT OPEN PROCESS 6.1 GENERAL CONTRACTOR (GC) WORKS WITH THE UTILITY COMPANIES TO SET UP ALL REQUIRED METERS AND ACCOUNTS ( ELECTRIC, NATURAL GAS, WATER) UNDER THE GC COMPANY NAME 6.2 FOR CORPORATE AND NON BCP FRANCHISEE, GC OBTAINS OPEN FACILITY REQUEST FORM FROM DEVELOPMENT PROJECT MANAGER (DPM). BLANK FORM IS LOCATED AT 7-ELEVEN HUB / OPERATIONS / DEVELOPMENT PROGRAM MANAGEMENT QUICK LINKS 6.3 AT LEAST FIFTEEN (15) DAYS PRIOR TO THE STORE OPEN DATE, GC MAILS COMPLETED OPEN FACILITIES REQUEST FORM TO ECOVA AT 7-ELEVENOPCL@ECOVA.COM WITH A COPY TO THE DPM 6.4 BCP FRANCHISEES SET UP THEIR OWN UTILITIES AND THIS SET UP DOES NOT GO THROUGH 7-ELEVEN,INC rev 612016 REVIEWED FOR �O®E COMPLIANCE ST. LUCIE COUNTY ROCC � � o N 00 � wl N 0 N zw t- 0 0 Q O�zl 0M Z M M T L.L ' ^ wCL J z� LLI 0 z �cjr)a U Q m0 J LL Lu U 0i Lu CL I_ 0 LL Z= C.� LL j!z LJ Y '6 (Lu a z Jew O_ d U w W it �O & w a %0111111111111 , ptt� PS * W.co 2 01 J�N Lu r` w 4►•tLLLP�A 00� 0 m w w `- J � w 0 O N O Z N F WN O N N H W ¢a O Y w Of ¢ x a 10 la I o E3.0 b EF-L SCHEDULE ITEM ORACLE QTY MFR MODEL DESCRIPTION A2 3291295 7 CREE ZR22C-40L-40K-10V-FD LED 2' X 2' RECESSED TROFFER; 0-10V; 40K; 120/277V A2sc 3291296 17 CREE ZR22MT-40L-40K-CMA-FL LED Z X 2' RECESSED TROFFER; 0-10V; 40K; 120/277V WITH CMA CONTROL A2E 3291297 2 CREE ZR22C-40L-40K-10V-FD-EB14 LED 2' X 2' RECESSED TROFFER; 0-10V; 40K; 120/277V WITH EMERGENCY BATTERY A2Esc 3291298 3 CREE ZR22MT-40L-40K-CMA-EBI4-FL LED Z X 2' RECESSED TROFFER; 0-10V; 40K; 120/277V WITH CMA CONTROL & EMERG BATTERY C 3299637 1 SIGNIFY/ FSSEZ-4-40L-840-UNV LED SURFACE LINEAR 4'; 4000K; 120/277V PHILIPS 6P48c 3291301 7 CREE CS14-40LHE-40K-10V-CMA W/ LED 1X4 SUSPENDED; 4000K; 120/277V WITH CMA AC5-18/5-48-14B-JB & CONTROL' AC-144-Q14B-LP DP8sc 3291302 8 CREE CS18-80LHE-40K-10V-CMA W/ LED 1X8 SUSPENDED; 4000K; 120/277V, WITH CMA AC5-18/5-48-14B-JB & CONTROL AC-144-Q14B-LP DP8Esc 3291303 1 CREE CS18-80LHE-40K-10V-CMA W/ LED 1X8 SUSPENDED; 4000K; 120/277V, WITH CMA AC5-18/5-48-14B-JB & CONTROL AC-144-Q14B-LP W/INVERTER 6S4E 3291305 4 CREE CR-LE-40L-40K-S-EB14 & 1X4 SURFACE MOUNT LIGHT; 4000K; 120/277V; SMK-LE-L & SMK-EC WITH EMERGENCY BATTERY G2 3291313 10 CREE XSPW-B-WM-2ME-4L-57K-UL-BZ LED WALL PACK H 3299638 6 SIGNIFY/ V3WEZ440L840-UNV 1X4 LED LINEAR STRIP, SURFACE MOUNT, PHILIPS GASKETED J 3291317 4 CREE CPY250-B-DM-F-C-UL-BZ-57K-HZ LED MAPES CANOPY LUMINAIRE N 3299640 2 SIGNIFY/ PLEMBZ LED WALL MOUNT W/ EMERGENCY BATTERY PHILIPS BACK-UP X1 3299639 3 SIGNIFY/ VERWEM LED EXIT (RED) LETTERS, EMERGENCY BATTERY PHILIPS BACK-UP REMOTE 3291345 1 CREE CCT-CWC-1 CMA CONTROLLER CONTROL EM 3299642 2 SIGNIFY/ VLLU EMERGENCY LED 2 LAMP WALL MOUNT PHILIPS G2 G2 G2---- ' 'O G2 O�A2 A2 A25 A2 I� ` ( A2Esc O DS4E j ` O \ [A2scl EM I I / DP4sc DP4sc A2sc 0 -- O `A2sc H DS4E DP4sc DP8Esc DS4E LJ1A2Es DS4E III A2s � A2s I ( H � jl II Azs i! — FA2 E P8sc IR PBsc DP8sc sc y I� H A2s1:1s FAJ II I DP4sc P4sc DP4sc D 4sc A2s IS III I H I — E [-:S] i I � I:sl EM l G2 I H "I _4 I � P8sc P8sc DP8sc SICC G2-- II II I u LIGHTING PLAN & SCHEDULE zc REVIEWED FOR � — — O BODE COMPLIANCE ST, LUCRE COUNT -- -- --- BOCC ho 43 d' o -- ~ U 00 0 `� U o, O a a rag W U -j CO N zLu oco 0 Q O0rn = M r= LL- D W J Z c LLJ a �1co a w C ■ o Q M V 0)U U Lij- C? elf Lu D— r O LL z= LLI Z L \ Y W ./06U W 0 Of U Lu of F- ' �o a b rri Pgfl........ %% •r-- Q t4, LL d•• [+� i O �W:co J'•o P•0. .d, Q- F OHO z co '4r,�s��r It 'it au�rt�ia 0 0 0 55 m w � w � J W � a O I Z O H o N w EF-L N MATCH EXISTING p _4-60 \c , 1APPROXIMATE LOCATION OF CURB iW �w 6' BOX CULVERT a a„ . ,: x� ,-�� , DOT .. � D WITH F .< � ,. � .. NSTALLE.�.. ... a _�, � rn . .... .:........... . . �.a ,v,,.,n„f?.a�w ... £�. �. � ....... �..�''..a.x�n.xi0.�i LLULINU - x -x CHAIN LINK FENCE -�---� PROPERTY LINE - -- BUILDING SETBACK NORTH - - - - - - PAVING SETBACK O PROPOSED PARKING COUNT GRAPHIC SCALE IN FEET PROPOSED CONCRETE PAVEMENT 0 10 20 40 HEAVY DUTY ASPHALT PAVEMENT SEE SHEET C7.0 FOR DETAIL STANDARD DUTY ASPHALT PAVEMENT SEE SHEET C7.0 FOR DETAIL SITE DATA: SITE AREA: 1.95 ACRES ZONING: CN (COMMERCIAL, NEIGHBORHOOD) FUTURE LAND USE: COMMERCIAL PROPOSED USE: GAS STATION - 24/7 HOUR OPERATION CAR WASH - 24/7 HOUR OPERATION MAXIMUM BUILDING HEIGHT: 35 FEET PROPOSED BUILDING HEIGHT: ±35 FEET PROPOSED FUEL CANOPY HEIGHT: ±17.5 FEET BUILDING COVERAGE: PROPOSED C-STORE AREA 3,454 SF PROPOSED CAR WASH AREA 980.SF F.A.R. (4,089 SF/68,825 SF) 0.06 MAX F.A.R. 0.25 BUILDING SETBACKS REQUIRED PROPOSED FRONT: 25 FT 66 FT SIDE (NORTH PROP. LINE): 10 FT 20.67 FT SIDE (SOUTH PROP. LINE): 20 FT 100 FT REAR: 20 FT 48 FT LANDSCAPE BUFFERS REQUIRED PROPOSED FRONT: 15 FT 30 FT SIDE (NORTH PROP. LINE): 10 FT 21 FT SIDE (SOUTH PROP. LINE): 15 FT 51 FT REAR: 10 FT 20 FT REQUIRED PARKING (PER ITE PARKING GENERATION MANUAL 5TH EDITION - LAND USE 945: 8.38 SPACES PER 1,000 SF OF BLDG: = (3454/1000) X 8.28 29 SPACES TOTAL PARKING SPACES REQUIRED: 29 SPACES O I REGULAR SPACES: 23 SPACES POSITIONS: i6 SPACES ICAP SPACES: 2 SPACESL ,FUELING SPACES PROVIDED 41 SPACES IMPERVIOUS CALCULATIONS MAXIMUM ALLOWABLE IMPERVIOUS AREA (65%): 1.27 AC BUILDING AREA: 0.08 AC ASPHALT AREA: 0.73 AC CONCRETE AREA: 0.29 AC TOTAL IMPERVIOUS AREA: 1.10 AC (56%) KEYNOTE LEGEND ` \\\� , ,. OA CURB TYPE "F" PER FDOT DWG. INDEX 520-001 "D" CO. h P O CURB TYPE PER FOOT DWG. INDEX 520-001 = Z "CR-C" _ WAR191N ".I 4T OC CONCRETE SIDEWALK CURB RAMP TYPE PER FOOT INDEX 522-002 WITH ADA DETECTABLE r OD CONCRETE SIDEWALK CURB RAMP TYPE "CR-G" PER FOOT INDEX 522-002 WITH ADA DETECTABLE WARiQj ,T, OE CONCRETE WHEEL STOP (SEE SHEET C7.0 FOR DETAIL) O 24" WIDE WHITE THERMOPLASTIC STOP BAR OG CROSSWALK STRIPING PER FOOT INDEX 711-001 SHEET 10 OF 14 OH 6" WIDE WHITE PAINT STRIPING OI HEAVY DUTY ASPHALT PAVEMENT (SEE SHEET C7.0 FOR DETAIL) OJ STANDARD DUTY CONCRETE PAVEMENT (SEE SHEET C7.0 FOR DETAIL) OK HEAVY DUTY CONCRETE PAVEMENT (SEE SHEET C7.0 FOR DETAIL) OL FUEL TANK PAD CONCRETE PAVEMENT (SEE FUEL TANK VENDOR FOR DETAIL) OM DIRECTIONAL ARROW AND MARKINGS PER FOOT INDEX 711-001 ON INTEGRAL CURB (SEE SHEET C7.0) OO CONCRETE SIDEWALK CURB RAMP TYPE "CR-E" PER FOOT INDEX 522-002 OP CONCRETE SIDEWALK CURB RAMP TYPE "CR-F" PER FDOT INDEX 522-002 © STANDARD DUTY ASPHALT PAVEMENT (SEE SHEET C7.0) OR DO NOT ENTER SIGN (R5-1) OS SEE THICKENED EDGE DETAILS ON SHEET C7.0 UT 5' CURBED FLUME NOTES: 1. A REGISTERED LAND SURVEYOR SHALL REPLACE SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, UPON COMPLETION OF WORK. 2. HANDICAP PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL HANDICAP SYMBOL AND EACH SPACE SHALL BE PROVIDED WITH A SIGN STATING "PARKING BY DISABLED PERMIT ONLY". ALL HANDICAP ACCESS POINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODES. 3. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF ST. LUCIE COUNTY. 4. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION. 6. ALL PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CURB AND/OR CENTER OF STRIPING. 7. ALL BUILDING DIMENSIONS ARE TO THE FACE OF THE BUILDING. 8. PARKING STALLS TO BE MARKED WITH WHITE PAINT. 9. WHERE APPLICABLE DOUBLE YELLOW STRIPING, HANDICAP, STOP BARS, AND FIRELANE STRIPING TO BE THERMOPLASTIC. 10. LIGHTING TO BE NON -GLARE AND AVOID SPILLAGE INTO ADJACENT PROPERTY. 11. MAINTENANCE OF TRAFFIC (MOT) SET UP MUST BE SUPERVISED BY A CERTIFIED PERSON. 12. AS -BUILT PLANS ARE REQUIRED BY CONTRACTOR AT TIME OF COMPLETION.' 13. REMOVAL OF EXISTING CURB AND SIDEWALK TO THE NEAREST JOINT. REVIEWED FOR 14. TYPE 'D' CURB SHALL BE PER FDOT STANDARD PLANS INDEX 520-001. COMP-IANC. 15. CODE ALL SIGNAGE SHALL COMPLY WITH ST. LUCIE COUNTY ORDINANCES. LUCIE COUNT ST. 16. SITE CONSTRUCTION SHALL BE PER ST. LUCIE OOUNTY SPECIFICATIONS. BOCC 17. FOR ALL SIDEWALKS THE MAXIMUM CROSS SLORE IS 2.0% AND THE MAXIMUM LONGITUDINAL SLOPE IS 5.0% 18. CURB RAMPS OUTSIDE OF PUBLIC RIGHT -OF- WAY SHALL COMPLY WITH THE FLORIDA BUILDING CODE SECTION 11-4.7 CURB RAMPS t =.:._= m 04 Li \ Q O N NI N F- z w 0 0 U w ' w w 0 w 0 0 O 0 o 0 > az m r z 0 z 0 z 0 z 0 U U U U w a w a w a w a w w w w © z o N M� U J O O' 0 w U K LO Op U) di �.. U ¢ o,� o,0 ¢ ', 1 � O 0 N Z o_ ID IDLLJ Li 1 7)' z = r z o 1 W = w g < a Y W y rn z 3 o ¢ a col � O rn! 1�Illlf waj W 'fin m g z N w CD `nV* Ln d W G� UI CO. J IA w z W o OI U . 2yg {aR•``` o I� O O : U :2w � O O . N O V � \cn = cn" r' > O S W ',, 2�: o U. O ¢..:. in ¢ w Z J 0. r� V � Q _0 O LU p� LL `yy.'.��lLIJ W z O O W LL o w 0 J F- (n SHEET NUMBER C4.0