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HomeMy WebLinkAbout7600 Gall BlvdZ Q Ll W S W O U O Z Q CJ Z J W L- L- O C' 0 C7 LJ Z F Z d 0 0 0 N �4 Q W Q Z Cl CD 3 0 z a IV 1 W C) O L;j r Z _ CD 12" MIN TYPICAL GENERAL NOTES TANK MANWAY z U1 ZD WO TANK 10'0 TANK 1 k ih Undereround Storage Tank Bouvancv Calculations;, forRbendass Tanks Project : Project Nome: ep114tit8i 5 Tank Manufacturer/Model: 4rxes0W 10`aK' , Number of Tanks: 2': Tank Dry Weight: -900C Ibs TankVolume: 20 gallons 7-ons iontofinishedgrade Tank Diameter. 10 feet 62A lb/CF Tank Bury Depth: °` 7 feet �psmerged concrate = $7.6 lb/CF Tank Length: feet Jzo sunmergetl aggregate - 57.6 IbfCF Number of Sumps: Sump Diameter: 42 inches Tank Slab Length: 7 feet Tank Slab Width: ' $6:17 feet Tank Slab Thickness: inches Deadman Length: "77777i 7 7db feet Deadman Width inches Deadman Height: I1.TS inches 40000 gal Ui= 7A9 gal/CF x62.4IbtLf;- 333,244 lbs Is U2 = 163.6 CFx62.4 IWCF 10,207 Ub Uplift U= J Ui = 343,451 lbs UP Concrate Slab W 1= 1258.0 CF x 87.6 lb/CF = 110,200 lbs Backfill Above Tank W2 = 4,452 CF x 57.6 Ib/CF= 256,444 lbs Gravel Column Above Deadman (2 deadmen per tank). W3 = 3240.72 CF x 57L lb/CF = 186,665 lbs Soil WedgeAboue Deadman (2 total). W4 = 35M1927 CF x 57.6 lb/CF = 20171 lbs Concrete :Deadma n (2 deadmen per tank) W4 = 157:5 CF x 87.6 IbJCF = 13797 lbs Dry W eight of Tan k W5 = 18,000 lbs Total Weight W. JW1 605,277 lbs DOWN E 2 I co 0 N 0 UJ 0 Z o_ PEAGRAVEL FINISHED .. a _. . - •• _ .. .. •• .d .: - ' .. _ - .. •. - z CD 12" MIN TYPICAL - z CD 3" OVER 2" DBL-WALL FIBERGLASS PRODUCT PIPING - SLOPE 0.20% TO DISPENSER 8. REF 1-G5.1 0 0 SIDE 1 16 15 SIDE 1 14 13 o f- f- o a REF 11GDISP 8 5 REF11-G5 DISP 7 SIM 0 0 FOR UNDER THE SUMP PIPING - TRANSITIONS USE DBL-WALL TEE AND DBL-WALL 90° ELBOW NOTE: (CONNECTING PIPE LENGTH VARIES) REF 1-G6.1 FOR DIMENSIONS AND LOCATIONS OF DISPENSERS. FLOW RATE 1-6 NOZZLES - 10 GPM 8 NOZZLES - 9.5 GPM 10 NOZZLES - 8.8 GPM 12 NOZZLES - 8.3 GPM PIPING DESIGN BASED ON 25' LENGTHS PEA GRAVEL BACKFILL TYP (OR APPROVED ALTERNATE) 10" 10" 10" 10" (5 PIPE) 46" WIDE TRENCH R. (4 PIPE) 36" WIDE TRENCH (3 PIPE) 26" WIDE TRENCH 16" WIDE TRENCH (2 PIPE) PRODUCT / VENT PIPING (1 PIPE) 6" WIDE TRENCH < d- PEA GRAVEL BACKFILL TYP (OR APPROVED ALTERNATE) 10" 10" (3 PIPE) 36" WIDE TRENCH (2 PIPE) 26" WIDE TRENCH 16" WIDE TRENCH (1 PIPE) PRODUCT / VENT PIPING PIPING TRENCH SECTION 1 /8"=1'-0" DISP 6 REF 1-G5 SIM 0 TANK #2 10 FT DIA - 8,000 GAL PREMIUM UNLEADED REF 2-G3 TANK #2 STP SUMP (PUL) REF 4-G6.1 AND 1-G4 TANK #2 FILL (PUL) REF 4-G6.1 AND 1-G4.1 TANK #2 VENT / VR (PUL) REF 4-G6.1 AND 2-G4.1 TANK #1 VENT / VR (RUL) REF 4-G6.1 AND 2-G4.1 TANK #1 FILL (RUL) REF 4-G6.1 AND 1-G4.1 INTERSTITIAL MONITOR REF 5-G6.1 AND 4-G3 OBSERVATION WELL REF 5-G3 0 SIDE 1 10 O 3" FIBERGLASS VENT PIPING - SLOPEFROM REMOTE VENT DOWN TO TANKS 1/8" PER FOOT MIN STREET SIDE FUEL PIPING PLAN 1 /8"=1'-0" 3-G 1 3-G 1 NOTE: 6" CANOPY i 8" TANK SLAB FOR REINFORCING AT TANK SLAB SLAB PENETRATI9NS AND CORNERS REF 6- 6.1 al a m W :5 WCO u- u- Y a < ° m 0 O in 0 N O O N m m U) z_ z N N v � 1VA; I ,.0 i� I�«�� si-■,i � O 7 32'-2" (MI TANK SLAB PLAN 1 /8 =1 -0 1 ALL CONSTRUCTION SHALL MEET COUNTY STANDARDS. CONTRACTOR TO SECURE ENTIRE CONSTRUCTION AREA WITH CHAIN LINK FENCING DURING CONSTRUCTION PERIOD. _ O 2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY 9- ENGINEER OF ANY DIFFERENCES BETWEEN THE ACTUAL FIELD CONDITIONS AND THE PLANS BEFORE PROCEEDING WITH CONSTRUCTION. 3 PETROLEUM CONTRACTOR SHALL BE RESPONSIBLE FOR THE INTEGRITY OF THE PIPING SYSTEM DURING CANOPY ERECTION AND CONCRETE FLATWORK INSTALLATION. 4? M 4 AFTER COMPLETING INSTALLATION OF DISPENSERS, THE PETROLEUM CONTRACTOR IS TO INSTALL BRIGHT ORANGE CONSTRUCTION FENCE AROUND ENTIRE DISPENSER. 5 PETROLEUM CONTRACTOR IS TO BE AWARE Proto 2nd Qtr 04-03-15 THAT ON THE DAY THE GASOLINE SYSTEM IS PUT INTO SERVICE, THE GAS CONTRACTOR AND A GILBARCO AUTHORIZED SERVICE CONTRACTOR MUST BE ON SITE ONE (1) HOUR PRIOR TO STARTUP AND MUST REMAIN ON SITE THREE (3) ADDITIONAL HOURS FOR A TOTAL OF FOUR (4) HOURS. ANY COSTS INCURRED OVER � FOUR (4) HOURS DUE TO FUELING SYSTEM C) In Z ISSUES, SHOULD BE BILLED AS A CHANGE 1` ORDER. W U z ��M o z ~ ® KEY NOTES z tiw_ Z o c� 0 J m Q 1 6" CONCRETE SLAB AT FUELING CANOPY. J > O REF 1-G0.1 AND CIVIL DRAWINGS FOR TOS W r Q W a ELEVATIONS. _J %- r (9 > a w Ix ti�� 2 GEOTECH FABRIC MATERIAL TO EXTEND 12" 1 W LU (' PAST EACH SIDE OF PIPING TRENCH AND TANK I` Y ~ N Z EXCAVATION. U J Q LL1 3 PIPING TRENCHES SHALL BE DUG IN SUCH A = MANNER THAT THE TRENCH WIDTH IS EQUAL TO � LL AT LEAST TWICE WIDTH OF ALL PIPING CV CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" M (10cm) CLEAR DISTANCE BETWEEN PIPING POSITIONED IN THE TRENCH AND 6" WHERE PIPING CROSSES OVER EACH OTHER. THE BOTTOM OF THE TRENCH SHALL BE AS UNIFORM AS POSSIBLE TO ELIMINATE HIGH SPOTS AND ENSURING AN EVEN LAYER OF BEDDING MATERIAL UNDER THE PIPE. REMOVE ALL SHARP ROCKS AND DEBRIS FROM THE TRENCH BOTTOM BEFORE BEDDING MATERIAL W IS INSTALLED. 4 SITE CONDITIONS MAY CAUSE VARIATIONS WHICH MUST BE APPROVED BY 7-ELEVEN AND MANUFACTURER. PIPING BURIAL DEPTHS LESS THAN 18" REQUIRES 7-ELEVEN APPROVAL. W STORE SIDE 3" OVER 2" DBL-WALL FIBERGLASS PRODUCT PIPING - SLOPE 0.72% TO TANKS. REF 1-G5.1 DISPENSER STATION 0 ID TYPICAL 0 o CANOPY COLUMN TYPICAL o REF SHEET G8 AND CANOPY MFR DRAWINGS SIDE 1 O O SIDE 1 O O SIDE 1 4 O SIDE 1 O O a a a o DISP 4 REF 1-G5 11 DISP 3 .- REF 1-G5 REF 1-G5 DISP 2 11 DISP 1 REF 1-G5 SIM M SIM SIM 0 0 0 At REF TANK #3 10 FT DIA 12,000 GAL DIESEL REF 2-G3 TANK #1 10 FT DIA 20,000 GAL REGULAR UNLEADED REF 1-G3 -2" FIBERGLASS VENT PIPING - SLOPE FROM REMOTE VENT DOWN TO TANKS 1/8" PER FOOT MIN 1 REMOTE G6 VENT TANK #3 STP SUMP (DIESEL) REF 4-G6.1 AND 2-G4 INTERSTITIAL MONITOR REF 5-G6.1 AND 4-G3 OBSERVATION WELL REF 5-G3 TANK #3 VENT (DIESEL) REF 4-G6.1 AND 3-G4.1 TANK #3 FILL (DIESEL) REF 4-G6.1 AND 1-G4.1 TANK #1 STP SUMP (RUL) REF 4-G6.1 AND 1-G4 FOR PIPING TRANSITION TO END SUMP USE (2) DBL-WALL 45- ELBOWS 0 LJJ O m W m o ILI do LO co O N � 00 oat �Q a (0 0 c0 W co a N I � U 0 ao O � 00 00 Z O M Cc Q 00 L1J m N U -0 ((1 +- N �0 cc (A C, 0 U >, oa�4)ir- owom61or-= M (0M 3 -o zzq)ooE p.�- p 3 o Or-)-0 7 4) rn N b o a, Cam,+= U y- NL 00 ota��3ca m- o 1. � E 3: 'Sc 0 o 3: - 70 n.�oo�,m�3C���Ntca m c•-,a y 3s > > y 2 am uw)ia 2 --da? of a�i(7w� ��y:9Na�°�'m ca�� o•- 0,-ECaa?omax . 0MCM o N•E � 3-cn i �I No 68170 � r r s Y••� _ /STATE OF ,` <OR��P'�� e1111111;�%� SHEET: G1 FUELING - USA ® KEY NOTES ON 3 0 z 0 U W Y r•� c� NOTE: OBSERVATION WELLS SHALL BE ACCESSIBLE ONLY WHERE REQUIRED BY STATE OR LOCAL CODES ANK SLAB 2-G 1 GRAVEL BACKFILL TYP APPROVED ALTERNATE) UST PER FIELD CONDITION NOT LOWER THAT TOP OF TANK LEADED 4" PVC .LAR FOM OF TANK NATION STURBED SOIL ACTIVE OBSERVATION WELL SECTION 3/4"=1'-0" 'IVE PROOF J-BOX 4" NPT THREADS FLAT 'RETE SLAB AVEL BACKFILL TYP DROVED LATE) IT WITH SEAL -OFF :F 1-G9 AND 1-G12 ,ND CORD GRIP =D WITH SENSOR ;P RISER PIPE BY MALE FITTING AT i END OF PIPE RISER :)RD r CUT) R SPEC TANK WALL rITIAL SPACE 'ANK WALL ANNULAR SPACE RISER AND SENSOR SECTION 10' DIA 20,000 GALLON SPLIT TANK SECTION 1 /4"=1'-0" k GRAVEL BACKFILL TYP APPROVED ALTERNATE) PEA GRAVEL BACKFILL -ERIAL (OR APPROVED ERNATE)UNDER IKS AND DEADMEN 1 CONCRETE SLAB. REF 1-G6.1 AND CIVIL DRAWINGS FOR TOS ELEVATIONS. ALL MANHOLES WITHIN THE TANK SLAB AREA TO BE RAISED 1" ABOVE THE NORMAL GRADE OF CONCRETE. SLOPE CONCRETE TO MANHOLES 1/4" PER FT. CROWN CONCRETE AS r- .- TO NOT INHIBIT WATER DRAINAGE OFF THE TANK CL SLAB (NO POOLING). 2 GEOTECH FABRIC MATERIAL TO EXTEND 12" MINIMUM PAST THE TANK HOLE EXCAVATION. METHOD OF PINNING FABRIC AT TOP OF EXCAVATION TO BE APPROVED BY THE 7-ELEVEN CONSTRUCTION MGR. 3 4" DIAMETER SCHEDULE 40 PVC WITH .020 WELL SCREEN. MUST BE FACTORY SLOTTED. NO FIELD p SLOTTING. 4 MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK MANUFACTURER. PLACE DEADMEN PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. IY Proto 2nd Qtr 04-03-15 5 FOR SLOPE, FOLLOW CURRENT OSHA REGULATIONS. IF SHEET PILES ARE UTILIZED, PROVIDE 42" MINIMUM CLEARANCE BETWEEN NEW TANKS AND SHORING. 6 BURIAL DEPTH GREATER THAN 5'-8" REQUIRES ch 7-ELEVEN AND MANUFACTURER'S APPROVAL. co O 7 UNDISTURBED SOIL OR COMPACTED BACK FILL ti NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY (AASHTO-T-180). X b H p� Z (9 �aM c/) _ M Z > J_j 0 Zo M0LJJJ v i m =� (n O �J= Z J T—( Lu w ti I` Lu U Q GRAVEL BACKFILL TYP 0 N APPROVED ALTERNATE) c" 'EA GRAVEL BACKFILL ERIAL (OR APPROVED RNATE) UNDER TANKS DEADMEN MIN MIN MIN MIN MIN MIN 10' DIA UNDERGROUND STORAGE TANK SECTION 10' DIA 20,000 GALLON TANK SECTION 1 /4"=1'-0" GRAVEL BACKFILL TYP APPROVED ALTERNATE) DEA GRAVEL BACKFILL 'ERIAL (OR APPROVED ERNATE) UNDER IKS AND DEADMEN WSPASo Q 1— m W�a >C O �n�(3D n C:) O t Q co a N o U o Z o 00 ct) L7 � Q m W m N cn C �C Vvoi:°-4-�rcoac�°ioE ., U 22 O Ot Oww 0.O N N Ut()-03C C=L O ani�E3ai a)p``3€c flaao>,.�cd3Ucmuoicco .42a)tAQ2`-dgoZ>�m of 42(9:5 aZyram+`aio w--m w �= G) to O C to 00>,�cOCQ°� p cwA c n.w owc— Cox ooa) (a c ;a CD `%%Ululafill� ``��QP.•��C E �S�•.F,A�i�i No 68170 ir �-0 • STATE OF OR N SHEET: G3 FUELING - USA ® KEY NOTES " MAINTAIN 8" TC` ^" ^' " FROM TOP OF MANHOL TO TOP OF W CONCRETE TA EXPLOSION PRO( ❑2 (FOR STP ELEC SEAL - CONDUIT FROM ELE FOR STF CONDUIT AND STP POWER CONI SEE 2" FRP X 33" LONG (MIN; FOR SUMP SENSOR HO 1" CLR FROI TYP TYP TYP TYP TYP TYP FUEL PIPING TF REF 5-C CONDUIT AND LBY'S STP POWER CONNECT EXPLOSION PROOF J-E (FOR STP POW CONDUIT FROM ELEC RO FOR STP POV1 XERXES 42" EIGHT SIDED SUI SUPPLIED w/ TANK (T SECTION ROTATE VIEW AS REQUIRED FOR FIELD CONDITION ELECTRICAL PENETRATIONS INTO SUMP ARE SHOWN FOR REFERENCE ONLY - COORDINATE LOCATIONS WITH SHEET G9 AND FIELD CONDITIONS 1 L/ \1 DIESEL STP SUMP DETAILS. 3/4"=1'-0" RTIGHT COVER WITH RVATION PORT I PORT WITH ATG MH SKIRT TO MAINTAIN 4" BETWEEN SUMP RE FOAM PIPE INSULATION )TTOM OF MH SKIRT )SION PROOF J-BOX TENSORS) �2 IIED 40 BLACK IRON ITTINGS AND UNION BY GC UIT FROM ANNULAR SPACE OLE FOR SENSORS ILUMBING TREE G4.1 iED 40 BLACK IRON ;ISER BY GC SENSOR BRACKET FED TO PIPE RISER (2 LOC) LAMPS, SENSOR BRACKETS -BOLTS BY GC E PLATES VK MFR AUM 4'-0" STRAIGHT RUN OF IG PRIOR TO FIRST CHANGE )IRECTION FITTING TYPICAL )UIT FROM ANNULAR SPACE MH FOR SENSORS OSION PROOF J-BOX SENSORS) INCLUDES 4LL VALVES) P SENSOR BRACKET U-BOLTED TP RISER (2 LOC) - PIPE APS, SUMP BRACKETS AND LTS BY GC ?" FRP X 33" LONG FOR SUMP SENSOR SING MAINTAIN 8" TO 1r"" ^' FROM TOP OF MANHOLE C TO TOP OF WT C CONCRETE TANK EXPLOSION PROOF ❑2 (FOR STP PC ELEC SEAL -OF CONDUIT FROM ELEC I FOR STP PI CONDUIT AND LB` STP POWER CONNEI SEE PL 2" FRP X 33" LONG (MIN) FOR SUMP SENSOR HOUS 1" CLR FROM 1 TYP TYP TYP TYP TYP TYP FUEL PIPING TF REF 5-( CONDUIT AND LBY'S STP POWER CONNECT EXPLOSION PROOF J-E (FOR STP POW CONDUIT FROM ELEC RC FOR STP POV XERXES 42" EIGHT SIDED SUI SUPPLIED w/ TANK (T 1 ELECTRICAL CONDUIT(S) TO ENTER SUMP 2" MIN ABOVE HIGHEST PRODUCT PENETRATION. 2 LOCATE ELECTRICAL JUNCTION BOX AT HIGHEST c LOCATION IN SUMP RISER FOR EASY ACCESS O 4- FROM ABOVE. Q- U 3 SUMP SENSOR TO REST AT LOWEST POINT OF SUMP ENCLOSURE ON PRODUCT PIPING SIDE OF 0 SUMP. TANK CONTRACTOR TO SUPPLY ALL BRACKETS AND CLAMPS FOR 2-POINT MOUNTING OF THE 2" FRP SLEEVE. 4 SET MANHOLE COVERS 1" ABOVE THE FINISH (D GRADE AND SLOPE CONCRETE AWAY FROM MANWAY COVERS AT 2% GRADE. 5 POSITION BALL VALVE FOR UNOBSTRUCTED USE OF SHUT-OFF HANDLE. Proto 2nd Qtr 04-03-15 SECTION ROTATE VIEW AS REQUIRED FOR FIELD CONDITION ELECTRICAL PENETRATIONS INTO SUMP ARE SHOWN FOR REFERENCE ONLY - COORDINATE LOCATIONS WITH SHEET G9 AND FIELD CONDITIONS v M O O LO ti q� X F- d W oIt Z Z � Q M RTIGHT COVER WITH RVATION PORT > W J I PORT WITH ATG w Z J LL MH SKIRT TO MAINTAIN U J cy) m J 4" BETWEEN SUMP > O RE FOAM PIPE INSULATION L1J Q )TTOM OF MH SKIRT J } 0 >- )SION PROOF J-BOX L11 a >ENSORS) �2 LLI ~ m LJJ N IIED 40 BLACK IRON Y ITTINGS AND UNION BY GC U 2 O O UIT FROM ANNULAR SPACE N c+M OLE FOR SENSORS 3LUMBING TREE G4.1 iED 40 BLACK IRON ;ISER BY GC SENSOR BRACKET FED TO PIPE RISER (2 LOC) LAMPS, SENSOR BRACKETS -BOLTS BY GC E PLATES VK MFR OUM 4'-0" STRAIGHT RUN OF IG PRIOR TO FIRST CHANGE DIRECTION FITTING TYPICAL )UIT FROM ANNULAR SPACE MH FOR SENSORS OSION PROOF J-BOX SENSORS) INCLUDES 4LL VALVES) P SENSOR BRACKET U-BOLTED TP RISER (2 LOC) - PIPE APS, SUMP BRACKETS AND LTS BY GC ?" FRP X 33" LONG FOR SUMP SENSOR SING REGULAR AND PREMIUM STP SUMP DETAILS 3/4"=1'-0" J H- LLJ U) Z i (D N Q Lu ~O to 00 cn a U co o cM o Z Q O m L1J m N C U m C (a(0 t 0 000m.c—gym Uu�i��.��ca)vvoE a�osy3o�ow%-cL0w0 0:2 o 3°3Mc u�iom�0.3�3=:3 _ a)u,aa_d20 of N�U�ai! t_ `tom U UNOV CO>,2QW 0 )o Om' EC1.2OmXOa)(0— .. ,ttttt�tt�f��� to '��♦ QPr� �G E NS'�c••��,fj�i i0 • No 68170 '+ Q STATE OF . �U 6 O• s�.� O R 1 P ���� 'f4f#1* A� t SHEET: G4 moamalsi FOAM FORM LAY-UP OVER FORM 6" WIDE M M M 360 DEGREE W ' oM 0 D m 3 MAT LAY-UP INSIDE & OUTSIDE ANNULAR SPACE OUTER WALL COLLAR FOAM FORM LAY-UP OVER FORM 6" WIDE M M M 360 DEGREE INNER WALL UPPER SUMP WALL ADHESIVE LOWER SUMP WALL LAY-UP SAMPLES SHOWN ARE FOR REFERENCE ONLY. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR SPECIFIC LAY-UP MATERIALS AND METHODS. TANK SUMP LAYU P D ETAI LS N TS DIESEL VENT DETAIL 4 BLACK IRON PIPE RISER WITH LAYERS OF PRIME AND WRAP TRIAL BY GC GRAVEL FILL MATERIAL UPPER SUMP WALL 3 MAT LAY-UP INSIDE & OUTSIDE LOWER SUMP WALL LACK IRON )N BY GC 'VALVES H FLEX DUAL PRODUCT OUTPUT FHFI PI HVRINri TRFF nFTAll )CHEME OF INER COVERS NCRETE AWAY FROM INER COVER NG 'IPE NIPPLE BY GC LL MATERIAL RON PIPE RISER WITH DF PRIME AND WRAP 3C 14 3" 3" 3" 62 3" RUL / PUL VENT/VAPOR DETAIL 1 "=1'-0„ PIPE RI"" SUMP SENSOR BRAC U-BOLTED TO PIPE RISER (2 1 PIPE CLAMPS, SENSOR BRAC14 AND U-BOLTS B` 2" FRP X 33" LONG (MIN) FOR SUMP SEN HOUSING 1" CLR FROM 1 SUMP SENSOR AND SENSOR BRACKET DETAIL 3/4"=1'-0" 1 CONCRETE SLAB. REF 1-G6.1 AND CIVIL DRAWINGS FOR TOS ELEVATIONS. ALL MANHOLES COVERS WITHIN THE TANK SLAB AREA ARE TO BE SET 1" ABOVE THE FINISH GRADE AND SLOPE CONCRETE AWAY FROM MANWAY COVERS AT 2% GRADE. CROWN CONCRETE AS TO NOT INHIBIT WATER DRAINAGE OFF THE TANK SLAB (NO POOLING). 2 SUMP SENSOR TO REST AT LOWEST POINT OF SUMP ENCLOSURE ON PRODUCT PIPING SIDE OF SUMP. TANK CONTRACTOR TO SUPPLY UNISTRUT BRACKETS, PIPE CLAMPS AND 2" FRP SLEEVE FOR 2-POINT MOUNTING OF THE SLEEVE. c O Q. .0 N N 'm7 3 POSITION BALL VALVE FOR UNOBSTRUCTED USE OF SHUT-OFF HANDLE. ❑ 4 OVERFILL PREVENTION VALVE INSTALLED PER MFR'S SPECIFICATIONS. SET OVERFILL DEVICE FOR RESTRICTION OF FLOW AT OR BELOW 90% TANK N CAPACITY AND POSITIVE SHUT-OFF AT 95% TANK Of CAPACITY TO MEET NFPA 30 REQUIREMENTS Proto 2nd Qtr 04-03-15 "r? COLOR SCHEME OF LL CONTAINER COVERS 5-G6.1 SLOPE CONCRETE AWAY FROM LL CONTAINER COVER 1-G6.1 DIESEL REGULAR & PREMIUM )IA x 6" LONG _V PIPE NIPPLE BY GC k GRAVEL FILL MATERIAL QUIT TO EXPLOSION PROOF )X . REF G-9 FOR ROUTING iIA BLACK IRON PIPE RISER WITH 3 LAYERS OF PRIME AND WRAP FERIAL BY GC FOR 10 FT TANK FUEL FILL CONTAINER DETAIL M cm 0 Lo ti Q� X UF_ �Lo z z >M Z � J � J LL LLJo MOJ gym= i O W maw J 0� W W � CL I` Im N U Q 2 0 O N M J F_ 0 D U) Z Q co N C a0 Of a U O Z O M CD CID Q m W m N U .4.5 c s omm`ma)4) .. U >,3 N O 16 C 7 O O'U w .0.0 o0ca�4)75WW 'o �cNorou�wocwv� a).2CL c�3o'a-wo CL t 0 c aciUomO `0wU t.:.- ` nO.O �''-U3wmCcN.�- Lm3�m =N��3 °Q� ­62, of �mmU�Mn°L�0(9�0w0ocvZ.mwjvm+N uC 00fCO--0Ox0ON omcw° WOr3'-U) 1%u1ru18110 11 . No 68170 1 + • X TATE OF e 141� �N 4.4 p N A ��` L �1� s9111111110 SHEET: G4. 1 FUELING - USA 3 0 n 0 a 0 W Z W N 3'l/ 2" 3"/ 2" PIPING CONNECTIONS OTE: THE DEEP DISPENSER SUMP (FDS-4021-SL) SHOWN IS TO 3"/ 2" DISPENSER SUMP ELEVATIONS SUMP MONITORIN CONDUI- REFERI FOR DI PIPING E SUMP MONITORING CONDUITS REFEREE FOR DIRT PIPING ENl D P U 3+1 DISPENSER J+U U15F'tlVSthK 3"/ 2" ;,RITICAL! SIDE CONDUIT CHANNEL WER Lo 0 M OWER DISPENSER SUMP - PLAN VIEWS 2" SCHED IRON PI FITTIN 2" FIBERGLASS T "V" NOTCH - TUBE 1" FROM BC SUMP WITH VIEW FOR IN 2" SCHED 40 BLACK IRON PIPING AND FITTINGS BY GC 2" FIBERGLASS TUBE WITH "V" NOTCH - POSITION TUBE 1" FROM BOTTOM OF SUMP WITH NOTCH IN VIEW FOR INSPECTOR FITTING w/ PLASTIC TUBING BY FUEL CONT., REMOVE AFTER TESTING. TURN TEST PORT HOLE IN FITTING TOWARD BOTTOM DURING INSTALLATION FOR FUTURE DRAINAGE LOWER PIPING CROSS BRACE PROVIDED WITH DISPENSER SLOPE CONC REF 1-G6.1 e PIPE CLAMP BY GC 2" ID FIBERGLASS TUBE 0 TO BE BRACKETED TO STEEL SUPPORTS AT RIM OF SUMP FOR SUMP SENSOR V CUT LOCATED AT BOTTOM OF FIBERGLASS TUBE TO BE VIEWED BY INSPECTOR PEN SER SUMP SEU I I UN �� GRADE 12 FOR RIGID FIBERGLASS PIPE AND FITTINGS -REF 5-G5 FOR PIPING CROSS-OVERS U) REF MANUFACTURER'S NQ INSTALLATION INSTRUCTIONS 1 > 2 SCHED 40 BLACK IRON PIPING AND Z FITTINGS BY GC MIN c-�,� 2" FIBERGLASS TUBE WITH "V" NOTCH POSITION AS REG END Ci:C±::t'::2:: — r,.r,.r,.ri.C7,iY.Ci.Ci.i',.� • •. G .C7.i'f.t'i.t'� t'i::: ` — lk, r�WE�l 9 3/8" L 5" L 10" 3+0 DISPENSER M TUBE 1" FROM BOTTOM OF SUMP WITH NOTCH IN VIEW FOR INSPECTOR CRIT FOR RIGID FIBERGLASS PIPE AND FITTINGS - REF 5-G5 FOR PIPING CROSS-OVERS U) REF MANUFACTURER'S NQ INSTALLATION INSTRUCTIONS 4'-0" MIN C 0 0 p 0 0 0 0 j w 0 0 03 0 0 0 0 INTERMEDIATE -DISPENSER SUMP SECTION - is, = 1'-0" JOS CHECK WITH CONSTRUCTION MANAGER FOR OCTANE DECAL ARRANGEMENT AND PROPER OCTANES TO BE USED(MIDGRADE ALWAYS TO BE AT CENTER.) UNIONS AND PIPING BY GC SLOPE CONC REF 1-G6.1 ... C' ; .• 12 TRIM SUMP AS REQUIRED FOR SITE CONDITIONS AND PIPE SLOPES. RELOCATE RAIN -LIP AND EQUIP RAILS TO MAINTAIN A 2" PROJECTION ABOVE THE RAIN -LIP VARIES PER FIELD CONDITION 2" SCHED 40 BLACK IRON PIPING AND FITTINGS BY GC RETRACTOR 9 n ® n 4 vc ,ft';..,.C:.C..i':.C,:G,.i HOSE CLAMP 0 r r':, tNow LOWER PIPING CROSS BRACE PROVIDED WITH DISPENSER SLOPE CONC �L REF 1-G6.1 p 2" ID FIBERGLASS TUBE TO BE BRACKETED TO STEEL SUPPORTS AT RIM OF SUMP FOR SUMP SENSOR TY GO 03 79 0 V CUT LOCATED AT BOTTOM OF FIBERGLASS TUBE TO BE VIEWED BY INSPECTOR 6" MINIMUM PRODUCT PIPING TRUNK LINES GILBARCO ENCORE 700S DISPENSER 1 1" = 1'-p,. -U- 5" 5" 10" 3+1 DISPENSER GENERAL NOTES 1 AFTER ALL UNDERGROUND PIPING AND ELECTRIC CONDUITS ARE INSTALLED AND DURING EXCAVATION, BACKFILLING, AND CONCRETE POURING; A CONTINUOUS c HYDROSTATIC TEST SHALL BE PERFORMED ON O ALL SUMPS AND SPILL BUCKETS TO ENSURE = •L TIGHTNESS AND PROPER INSTALLATION. N 2 SUMP TO BE CLEANED OF DEBRIS AND DRIED AFTER TESTING. ® KEY NOTES m 1 SOURCE NORTHAMERICA TO SUPPLY U-BOLTS Ix TO SECURE PIPING TO CROSS BRACKETS SUPPLIED BY GILBARCO. PPOtO 2nd Qtr 04-03-15 2 CRITICAL - MUST HAVE 2" RAIN LIP ABOVE INTEGRAL RAIN LIP FRAME. 3 SHEAR SECTIONS OF SHEAR VALVES SHALL BE MOUNTED FLUSH WITH TOP OF PAVEMENT. c+� m 4 HOSE RETRACTOR REQUIRES FIELD Lo U) MODIFICATION, REF MANUFACTURER'S r- J INSTALLATION INSTRUCTIONS FOR SPECIFIC USE. uj U� LoWM w co tiWJ j Z _jLL W Q°mom co o Z W a Q J (9 W W ti�a U) ~ LLJ YtiN W Q cn O 0 c) CHECK WITH CONSTRUCTION MANAGER FOR OCTANE DECAL ARRANGEMENT AND PROPER OCTANES TO BE USED UNIONS AND PIPING TYP BY GC SLOPE CONC REF 1-G6.1 q .. . 12 0 TRIM SUMP AS REQUIRED FOR SITE CONDITIONS AND PIPE SLOPES. RELOCATE RAIN -LIP AND EQUIP RAILS TO MAINTAIN A 2" PROJECTION ABOVE THE RAIN -LIP VARIES PER FIELD CONDITION BLACK IRON PIPING AND FITTINGS TYP BY GC 6" MINIMUM PRODUCT PIPING TRUNK LINES La 'kin m Wcno o _c p n co 7m O rn va�cn C t 0 �XX o c Q 04 a0 U 0 co O z O M C/) � Q m Lu m N N c v (A 0 0 U ommmE �oa�omc�� Urn..>,-6 cmo�(� �omo��,mro— o �-oow .26 o yw o o uNi ai 2:E 4) c E.2 mco�(-mr "(am�Lm c o.oran°c>.m:2•m 3=og¢oa2Ncs =a=L°E u)-8v�EwUNN0ui(1)0t'V ?w�-o� uJ OC,flN O°�' �,aw �:�hcm N3wEcho�UY ♦♦o Q M LF/ .� No 68170 Is r � r ` yt ¢ -= 4 STATE OF - O R 1 O *' �N��♦• A' V SHEET: G 5 FUELING - USA 23'-D" DISPENSER SPACING 1 CRITICAL! 1wVTOP OF CANOPY CONCRETE SLAB iv 0 - CRITICAL! CRITICAL! GO _� 0 FUEL PIPING PIPING SLOPES DOWN TO LAST DISPENSER REF 4B-G5 -0.20% SLOPE cD 0 in 0 a M V) N in Q W N W LO oLLJ z 3 �o CRITICAL! r=ilt � Y LOZ 0 a 0 CRITICAL! PIPING SECTION DETAIL 3/16" = 1'-0" 11 CRITICAL! FUEL PIPING 0.72% SLOPE CANOPY CONCRETE SLAB ^,,CRITICAL! PIPING SLOPES DOWN TO TANK SUMPS *FOR REFERENCE ONLY* 11 Proto 2nd Qtr 04-03-15 M CID C) LO I- U) X dw 0 Z Z qt a cM > M Z I J j LL. W Q �mJ LLB O IX v-a W J ?- T-- O y- W w tiVa I� 00 ~ N U Q 2 C) C) CV cM 118.03 CRITICAL! W GO REF 4A-G5 'kin W�o 1 Cm n C C 0 O L Q tau (0 0 to w C/) Lf)N Lu � a o ~O ao U o o CO Z M Q m W m N � � U a C 0 Cu m t 0 0 V 2-0C j000NC U :3 0 >NO 0- c my �V E p� 22'y Ow O tnw a.0 y N O a U C �+•- U 'a- M c�to�3c o a�•'~ 3% ui 0 p NL•3 �— C O C 0 C 0 0.� w 3t Om j m •.2owR2Z-62of: of EN C 4 4),6 w*— -t�(9 0 �4)4WE-0 C"V)rnocN ou) 0 w.r— axiU 3 E� ,,IIIIIIIIia��'' No 68170 r 3 STATE OF • tug 's �•� CRAG,. ♦�. �aaralae�ll�o Alp SHEET: G5.1 FUELING - USA 0 M FRONT NOTE: MAXIMUM 2 PERCENT GRADE SLOPE EACH WAY REQUIRED FOR AMERICANS WITH DISABILITIES ACT 1. ELECTRICAL NEEDS ARE #10 WIRE (30 AMP) WITH GROUND V-6" .n ELECTRICAL STUB -UP WITH ELECTRICAL WEATHERPROOF BOX N W O CONC CURB - REF CIVIL DRAWINGS FRONT .LC GC TO PROVIDE CONCRETE SLAB AND UTILITIES. AIR SERV TO PROVIDE EQUIPMENT AND MAKE FINAL CONNECTIONS. AIR -VAC MACHINE DETAILS 3/4"=1 '— 0" CC PIN a M Q ri 12" DIA 12" DIA HOOP BOLLARD DETAIL 1 /2"=1'-0" NCRETE PAVEMENT NCRETE FOOTING R SPECS - 12" DIA NOTUBE X 36" LONG NCRETE PAVEMENT NCRETE FOOTING R SPECS - 12" DIA NOTUBE X 36" LONG T O Z 7A VENT CAPS TO BE "' "" )VE GRADE VENT RISER PIPING BLACK IRON RISER PIPING UM 4000 PSI CONCRETE FOUNDATION IANUFACTURER'S SPECIFICATIONS. PECIFICATIONS FOR SLUMP TEST. 3" SCHED 40 IRON V BY GC SIDE TYP PLAN TANK VENT RISER SECTIONS 3/4"=1'-0" �Rnni-r ® KEY NOTES 1 PAINT VENT PIPES "EXTRA WHITE" SW7006. 2 PAINT VENT RACK, BOLLARDS AND ALL OTHER EXPOSED METALS "SEAL SKIN" SW7675. 0 a U N N N Proto 2nd Qtr 04-03-15 cM co 0 LO Q� X d W H oll, �WM Z Z jM ZJ LL o co OJ m O —i W J Lu � a w W I` Y �` N U Q 0 0 N M LO 04 o H CO 00 � w U) U o Z o M � � Q m W N N v (� +r N N w 0 0 U 000mc—a)� 00i��m-o8VE >,(DN�O �ai�t�nv w �M`2—O00Orn,o-0hN 0� aUC>1'= Ua)tn f0a),Orz0-0?:c Yc0 EO U54 -a va,2N��oo3(3s>>w ..��NQ��D�of: E 2 F= flsNmww'0 toL0-0M— 1fl)`to U E0ow.a)= a).6a U N� U C 0 >,O o 7 0 a) 0 0 m >, 0) r- C Cl 0 O� 0 W.G— 0))U 3 ECD ,��t1111110�% �`%%��1�0 ``�.`�P.•��G E NS�.••�9���' No 68170 4 � STATE OF ''.,F�•• OR I Q Nam' A'? SHEET: G6 FUELING - USA •., %" ° • MANHOLE SIZES VARY STP AND FILL / VAPOR b . MAINTAIN 2" CLR TO MANHOLES - MAINTAIN `• REBAR TYP 2" CLR TO REBAR TYP b. 19 a ..4 b • ADDITIONAL OPENING °. REINFORCING (4) #3 X 3'-0" • _ :: • (DIAGONAL) AT ALL SMALL 6„ 12" PENETRATIONS THRU TANK , SLAB • 8" TANK SLAB .. ; . (3) #3 X T-0" LONG REBAR .' a , �; ` : • AT 8 1/2" OC EACH CORNER • HAVING THIS SLAB EDGE b. CONFIGURATION d ADDITIONAL OPENING N a ` t a' •a .. b N REINFORCING 06) #3 X 8'-0" 0 5" HIGH CHAIR TYP 21 12" SLAB REINFORCING DETAILS 1 /2"=1'-0" SAW CUT AT 6" CANOPY SLAB 11 WD x 1 1/2" DP W CUT JOINT REINFORCING BARS 18" OC EACH WAY I" WD x 1 3/8" DP �W CUT JOINT REINFORCING BARS 12" OC EACH WAY SAW CUT AT 8" TANK SLAB ( - �-74 SAW CUT �DET�ILS 1J , 1/8"=1°-0„ SITE CONCRETE (NEW CONSTRUCTION) REF CIVIL DRAWINGS SITE CONC I I _ CANOPY OR #3 REBAR DOWELS X 36" LONG AT 18" OC IF ADJOINING NEW CONSTRUCTION SITE CONCRETE FOR REINFORCING REF CONSTRUCTION JOINT (BELOW) CONTROLJT 8" TANK 11 6" CANOPY 3/4" SMOOTH DOWELS X 24" LONG AT 12" OC WITH EXPANSION CAP #3 REBAR AT 18" OC EACH WAY d IN CANOPY SLAB 01 2" PLASTIC CHAIRS ON EACH LONGITUDAL BAR AT 4' OC #3 REBAR AT 12" OC EACH WAY IN TANK SLAB 0 3" PLASTIC CHAIRS ON EACH LONGITUDAL BAR AT 4' OC CONSTRUCTION JT JOINT DETAILS- 2 WHITE WITH EXT YELLOW HEXAGON 53 PRODUCT FILL (YELLOW) - INTERIOR SPILL BUCKET TAG � 54 PAINT "YELLOW" 1-1/2" - PAST RING (4 SIDES) WHITE WITH EXT BLACK CROSS PRODUCT FILL (WHITE) - INTERIOR SPILL BUCKET TAG I-:: Q PAINT "BLACK" 1-1/2"- PAST RING (4 SIDES) DIESEL REGULAR UNLEADED cr VAPOR RECOVERY PREMIUM UNLEADED EXT 39 SOLID ORANGE -STAGE 1 VAPOR RECOVERY (ORANGE) EXT RED WITH WHITE CROSS -PRODUCT FILL (RED) INTERIOR SPILL BUCKET TAG -PAINT "WHITE" 1-1/2" PAST RING (4 SIDES) NOTE: OBSERVATION WELL ALL OTHER SMALL COVER IS PRE -FINISHED o N T FILL6 MANHOLES PAINT BLACK WHITE WITH BLACK TRIANGLE. PAINT MH RING / SKIRT BLACK (ACTIVE) OBSERVATION WELL MAN H OUE COLOR SCH F D U LE 1 /4"=1'-0" 1 V-6" 2'-0" 1 V-6" 11'-6" o CJ CJ CJ CJ co co 0 gz cn - CJ EL 116.35 Q o ALL SIDES m� Qzil r1la 14 3 j SJ SJ SJ c D S8 co o� CJN Oo *SP M I CJ CJ CJ 48" OUT FROM DISPENSER SLOPE CONCRETE UP TO BTM OF DISPENSER TYPICAL -11" ALPHA TANK CODE TO MATCH FUEL DESIGNATION FLUSH MOUNTED IN CONC REF PLAN 2-G1 x R43 REGULAR PREMIUM DIESEL "EDGE" FILL BUCKETS REF 5-G6.1 FOR COLOR SCHEMES NOTE TO GC: DO NOT PAINT MANHOLE COVER NUMERICAL TANK CODE TO MATCH TANK MONITOR FLUSH MOUNTED IN CONC TURBINE MANHOLE REF PLAN 2-G1 R CONCRETE TAG AND MARKER DETAILS 1 /2"=1'-0" 184'-0" O-T-O CANOPY SLAB kCING 23'-0" COLUMN SPACING 23'-0" COLUMN SPACING 23'-0" COL 1 V-6" 11'-6" 1 V-6" 11'-6" 111'-6" 1 V-6" CJ CJ CJ CJ CJ CJ m co � � rn EL 118.28 EL 118.50 ALL SIDES ALL SIDESul ZALL O � ® O SJ1 SJ 10 SJ SJ SJ D SP 6 D SP 5 DIS 4 ING 23'-0" COLUMN SPACING 11'-6" 11'-6" CJ CJ m EL 118.35 ALL SIDES c� SJ DIS 3 ® KEY NOTES 1 CONCRETE SLAB. REF CIVIL DRAWINGS FOR TOS ELEVATIONS. ALL MANHOLES WITHIN THE TANK SLAB AREA TO BE RAISED 1" ABOVE THE NORMAL GRADE OF CONCRETE. SLOPE CONCRETE TO MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO o NOT INHIBIT WATER DRAINAGE OFF THE TANK �• SLAB (NO POOLING). Q- U 2 GASOLINE RESISTANT JOINT SEALING COMPOUND cl - REF SPEC SECTION V CONCRETE / PART 2 - PRODUCTS / 2.1.9. 3 UNDISTURBED SOIL OR COMPACTED BACK FILL NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY (AASHTO-T-180). CD ca 0 4 1/2" THICK ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL. ai Proto 2nd Qtr 04-03-15 ALL SIDES �11 0l�`o I SJ SJ �11 0ll0 m U) 3-G6.1 cl) CJ m CJ m m CJ m CJ SJ SJ SJ N rn CANOPY COLUMN TYPICAL REF SHEET G8 AND CANOPY MFR DRAWINGS SJ si Go EL 118.14 EL 118.44 EL 118.38 EL 118.38 v oD es 0 �° m n LIMITS OF CONC g SLOPE TYPICAL CO) EL 118.28 EL 118.40 Y z NOTE: SJ SJ SJ ALL BTM OF DISPENSER ELEVATIONS 0 TO BE 1" ABOVE GRADES SHOWN. SLOPE CONCRETE 1/4" PER FT TO iv NORMAL GRADES TYPICAL. zo EL 117.91 Oo EL 118.24o Qo OoNOTE: 0 DZ5 EL 118.06-n ALL TOP OF MANHOLE RINGS TO BE co 1" ABOVE GRADES SHOWN. SLOPE SJ CONCRETE 1/4" PER FT TO NORMAL GRADES TYPICAL. 8" OUT FROM MANHOLE SLOPE CONCRETE TO LIMITS OF CONC SJ =SAW JOINT REF 3-G6.1 MANHOLE LID TYPICAL SLOPE TYPICAL CJ CJ CJ �ko —ak CJ = CONSTR JOINT REF 2-G6.1 5' WIDE HOOP BOLLARD 1'-0" T RE: 2-G6 REMOTE VENT TRANSITION SUMP AND CONC SLAB EL 118.94 1 REF CIVIL DRAWINGS FOR LOCATION G6 REMOTE VENT RACK 16'-10" 17'-2" 18'-2" \ DIS 2 DIS 1 FUEL AREA SLAB LAYOUT AND DIMENSIONAL PLAN 1 /8"=1'-0" DISPENSE STATION — ID TYPICAL m m CJ CJ CJ 65'-11" M O LO ti cn z U o� �u) a_ Z z ��M Z ..> z �jL o W a C m° cn w a� w J 0� W ti�a=. z Lu cfl W N U W 2 L.L O O CV M m g W ILIcn �o 0 } C0 G CJ O !2 z ,mfco o) U O o Q rn io 0 0X 0 L Q m �a� c ( Y L0 W a. 00 U m o p 00 00 Z cM Q m W m N Cc L 0 a o�aimm`�oa�0M.ca�f0 N ,m- Za).068E U=O>bQJ 0c0)!E00 TOA�= O y U w n� O.° p 3 o c� �� rn N oC ,c°, cola"=wtNui 8 Nit N- 3 C 7�C �0 = E ° cL (D o ,v2 .c 3 � v O c N m aoNc•oa3N3z>>u, .4 2 (Da�cocNQ 2 �'-p o+- p E 'mOEt �o"co�O0_ a)Q'o 0�mr 3EO'Cnm oN—(D =`%J111111ay,�i .��,�p'•L'�c E NSA• '�9��� No 68170 4 w -TATE OF : 4U` �P� �S • O R � � • �°! �� SHEET: G6. 1 FUELING - USA Al W _LO 0 M O = 4i mZ 3M SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY A01 8 INTERCOM SPEAKERS / CALL SWITCH 78-8028-9195-8 06005002 3M 7-ELEVEN / SOURCE NA GC A04 1 D2400 8-STATION INTERCOM SYSTEM 78-6911-4796-7 06005142 3M 7-ELEVEN / SOURCE NA GC A03 8 STAINLESS STEEL BACK ASSEMBLY 78-8028-9192-5 06005001 3M 7-ELEVEN / SOURCE NA GC DAYTON SUPERIOR SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY B01 640 PCC-205 2" - 2-1/4 CASTLE CHAIR (AZTEC) 121284 03124537 DAYTON SUPERIOR 7-ELEVEN / SOURCE NA GC B02 540 PCC-305 3" - 3-1/4 CASTLE CHAIR (AZTEC) 121285 03124538 DAYTON SUPERIOR 7-ELEVEN / SOURCE NA GC B03 110 PSC 5" - 5-1/4 CASTLE CHAIR (AZTEC) 127718 03124539 DAYTON SUPERIOR 7-ELEVEN / SOURCE NA GC DCI SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY C01 8 1 WASH BUCKET 1750701 1 06158304 jDCl 7-ELEVEN / SOURCE NA GC ENVIRONMENTAL PROTECTION SCHEDULE ITEM NO. I QTY. I DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY D01 1 2 4" SLOTTED PVC X 16' , .020 SCREEN PVCUST4-16-020 1 3124665 JEMI I 7-ELEVEN / SOURCE NA GC FE PETRO SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY E01 2 MAG VARIABLE FREQUENCY CONTROLLER MAG-VFC 06006133 FE PETRO INC. 7-ELEVEN / SOURCE NA GC E04 1 CONTROL BOX W/ SWITCH STP-CBS 06006137 FE PETRO INC. 7-ELEVEN / SOURCE NA GC E10 2 2 HP VARIABLE SPEED SUBMERSIBLE PUMP W/ INTAKE FILTER STPKVS2-VL2 XXXXXXX FE PETRO INC. 7-ELEVEN / SOURCE NA GC E11 1 1 11.5 HP FIXED SPEED SUBMERSIBLE PUMP w/ INTAKE FILTER STPK150-VL2 XXXXXXX FE PETRO INC. 7-ELEVEN / SOURCE NA GC FIBRELITE SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY F19 3 42" SUBMERGED PUMP MANHOLE W/O SNOW PLOW RING FL100 03305095 FIBRELITE 7-ELEVEN / SOURCE NA GC F20 3 SKIRT FOR FL100 FL100/SK18 03305096 FIBRELITE 7-ELEVEN / SOURCE NA GC FLEXING SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY G01 12 1.5" X 18" MX X 2 F FIREFLEX FLEX CONNECTOR FF15X18M346X2F 03158184 FLEXING 7-ELEVEN / SOURCE NA GC G02 2 2" MS X 2" F X 18 FIREFLEX FLEX CONNECTOR FF20Xl8M346XF 03158182 FLEXING 7-ELEVEN / SOURCE NA GC G03 1 3" MXM 18" FIREFLEX CONNECTOR FLEX CONNECTOR FFUL30Xl8MXM 03158183 FLEXING 7-ELEVEN / SOURCE NA GC G05 1 3 2" M346 X EZ-FIT BV TEE (15") FF20Xl5M346EZBT j 03124525 j FLEXING j 7-ELEVEN / SOURCE NA GC G08 1 6 1.5" X 12" MSXM FIREFLEX FLEX CONNECTOR FF15X12M346X2F 06158283 FLEXING 7-ELEVEN / SOURCE NA GC FOGLEMAN SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY H01 16 4" X 72" U-SHAPED BUMPER 4-4972-S40 03158130 FOGLEMAN 7-ELEVEN / SOURCE NA GC H02 1 5' X 66" U-SHAPED BUMPER 4-6066-S40 03304918 FOGLEMAN 7-ELEVEN / SOURCE NA GC GILBARCO SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY J08 8 7-ELEVEN DISPENSER VALANCE EN55010GA151 03152086 GILBARCO 7-ELEVEN / GILBARCO GC J10 3 STP ISOLATION RELAY BOX PA02870000000 00002274 GILBARCO 7-ELEVEN / GILBARCO GC J117 6 ENCORE 500S 3+0 BLENDER NN1 - NO VR - 7-ELEVEN BRANDED XXXXXX 03152686 GILBARCO 7-ELEVEN / GILBARCO GC J118 2 ENCORE 500S 3+1 BLENDER+DSL NL1 - NO VR - 7-ELEVEN BRANDED XXXXXX 03152687 GILBARCO 7-ELEVEN / GILBARCO GC J75 1 DOUBLE D-BOX 50FT CABLE Q11542-53 00007119 GILBARCO 7-ELEVEN / GILBARCO GC J76 1 POS TO CRIND D-BOX CABLE ADAPTER R19000-04 03152270 GILBARCO 7-ELEVEN / GILBARCO GC J146 1 7-ELEVEN STAND ALONE EDH KIT w/ NEW GILBARCO FP KITS (DBOX INCLUDED) XXXXXXX 03152484 GILBARCO 7-ELEVEN / GILBARCO GC HANGING HARDWARE SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY K03 24 .75" X 8' FLEXSTEEL HARDWALL HOSE GY3/4X8MXM 03124652 SOURCENA 7-ELEVEN / SOURCE NA GC K04 16 .75" X 8" FLEXSTEEL WHIP HOSE GY3/4X8MXMWHIP 03124651 SOURCENA 7-ELEVEN / SOURCE NA GC K48 16 3/4" CONVENTIONAL NOZZLE 11 BP-0400 03158382 OPW 7-ELEVEN / SOURCE NA GC K49 4 3/4" NOZZLE FOR DIESEL 11 B-0100 03158387 OPW 7-ELEVEN / SOURCE NA GC K50 20 3/4" CONVENTIONAL BREAKAWAY 66REC-1000 03158383 OPW 7-ELEVEN / SOURCE NA GC K51 16 3/4" SPLASHGUARD FOR CONVENTIONAL NOZZLE 8BL-0400 03158385 OPW 7-ELEVEN / SOURCE NA GC K52 4 DIESEL SPLASHGUARD 8G-0100 03158390 OPW 7-ELEVEN / SOURCE NA GC K59 20 CONVENTIONAL NOZZLE HOSE SWIVEL 241TPS-0241 03158384 OPW 7-ELEVEN / SOURCE NA GC K99 2 HOSE RETRACTOR FOR ENCORE (1 PER DISPENSER) 6102-EC01 03305104 OPW 7-ELEVEN / SOURCE NA GC K01 1 4 3/4" HOSE CLAMP (1-1/8" OD) - 2 PER RETRACTOR KIT BP-1394 03305105 SVI 7-ELEVEN / SOURCE NA GC OPW SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY L09 8 DISPENSER SUMP ENCORE FDS-4021-SL 06006090 OPW FLEX -WORKS 7-ELEVEN / SOURCE NA GC L10 18 ADJUSTABLE STABILIZER KIT SBO-0300 06006111 OPW 7-ELEVEN / SOURCE NA GC L11 1 2" PRESSURE VACUUM VENTING CAP 623V-2203 06158288 OPW 7-ELEVEN / SOURCE NA GC L12 18 1.5" SHEAR VALVE - DBL POPPET 10plus 1 OP-0152 3124684 OPW 7-ELEVEN / SOURCE NA GC L16 2 12" MONITORING WELL MANHOLE 104AOW-1200 03115703 OPW 7-ELEVEN / SOURCE NA GC L17 2 LOCKABLE MONITORING CAP 634TTM-7087 06006227 OPW 7-ELEVEN / SOURCE NA GC L18 3 18" MANHOLE ASSY (ANNULAR) 104A-1800WT 06006209 OPW 7-ELEVEN / SOURCE NA GC L19 2 VAPOR CAP 1711T-7085-EVR 06006180 OPW 7-ELEVEN / SOURCE NA GC L24 3 FILL SWIVEL ADAPTER 61 SALP-1020-EVR 06006214 OPW 7-ELEVEN / SOURCE NA GC L26 2 VAPOR RECOVERY SWIVEL ADAPTER 61 VSA-1020-EVR 06006221 OPW 7-ELEVEN / SOURCE NA GC L27 2 TOP SEAL CAP EVR 634TT-7085-EVR 06006226 OPW 7-ELEVEN / SOURCE NA GC L30 - 2" BALL VALVE 21 BV-0200 03158393 OPW 7-ELEVEN / SOURCE NA GC L35 1 TANK TAG EXTERIOR SPILL BUCKET (REGULAR UNLEADED) 1TAG-1000 06006187 OPW 7-ELEVEN / SOURCE NA GC L36 1 TANK TAG - INTERIOR SPILL BUCKET (REGULAR UNLEADED) 1TAG-1010 06006188 OPW 7-ELEVEN / SOURCE NA GC L37 1 TANK TAG EXTERIOR SPILL BUCKET (PREMIUM UNLEADED) 1TAG-3000 06006191 OPW 7-ELEVEN / SOURCE NA GC L38 1 TANK TAG - INTERIOR SPILL BUCKET (PREMIUM UNLEADED) 1TAG-3010 06006192 OPW 7-ELEVEN / SOURCE NA GC L39 2 EXTERIOR VAPOR RECOVERY TANK TAG 1TAG-7000 06006195 OPW 7-ELEVEN / SOURCE NA GC L40 1 CONCRETE TANK MARKER (TANK GAUGE #1) 106N-1100 06006170 OPW 7-ELEVEN / SOURCE NA GC L41 1 CONCRETE TANK MARKER (TANK GAUGE #2) 106N-2200 06006171 OPW 7-ELEVEN / SOURCE NA GC L42 1 CONCRETE TANK MARKER (REGULAR UNLEADED) 106U-0125 06006175 OPW 7-ELEVEN / SOURCE NA GC L43 1 CONCRETE TANK MARKER (PREMIUM UNLEADED) 106P-0150 06006174 OPW 7-ELEVEN / SOURCE NA GC L44 2 U2 TEE EXTRACTOR FITTING 233-4420 03158332 OPW 7-ELEVEN / SOURCE NA GC L45 1 DIESEL ATMOSPHERIC VENT VALVE 23-0033 06005039 OPW 7-ELEVEN / SOURCE NA GC L53 1 TANK TAG - EXTERIOR SPILL BUCKET (DIESEL) 1TAG-4000 06006193 OPW 7-ELEVEN / SOURCE NA GC L54 1 TANK TAG - INTERIOR SPILL BUCKET (DIESEL) 1TAG-4010 06006194 OPW 7-ELEVEN / SOURCE NA GC L56 1 CONCRETE TANK MARKER (DIESEL) 106DL-0095 06006169 OPW 7-ELEVEN / SOURCE NA GC L57 3 4" DROP TUBE WITH DUAL OVERFLOW VALVE 5FT BURY - 1 OFT TANK 71 SO-410C 03158324 OPW 7-ELEVEN / SOURCE NA GC L60 1 3" PRESSURE VACUUM VENTING CAP 623V-3203 03115760 OPW 7-ELEVEN / SOURCE NA GC L62 1 4 X 3 TEE EXTRACTOR FITTING 233-4430 03185335 OPW 7-ELEVEN / SOURCE NA GC L58 1 DIESEL VENT PIPE CAP 116-7085 03185354 OPW 7-ELEVEN / SOURCE NA GC L68 3 JACK SCREW FOR CAST BASE SPILL CONTAINER 61JSK-44CB 03158161 OPW 7-ELEVEN / SOURCE NA GC L72 1 CONCRETE TANK MARKER (TANK GAUGE #3) 106N-3300 06006172 OPW 7-ELEVEN / SOURCE NA GC L76 3 DOUBLEWALL SPILL BUCKET w/ SENSOR (FILL) 1C-3132D 03158396 OPW 7-ELEVEN / SOURCE NA GC L77 2 DOUBLEWALL SPILL BUCKET (VAPOR) 1C-3112P 03115701 OPW 7-ELEVEN / SOURCE NA GC COMP-X SCHEDULE ITEM NO. QTY. I DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY CX01 1 1 TANK COMMANDER W/ OPW FILL CAP & COMBINATION LOCK TC-PL 55121717 3124670 COMP-X 7-ELEVEN / TURNKEY GC FDEP EQ # SCHEDULE (INDICATED BY *> LOCATION DESCRIPTION EQ. NO. TANKS XERXES - DOUBLE WALL FIBERGLASS 200 PIPING SMITH FIBERCAST - FIBERGLASS PIPING REDTHREAD II 252 LEAK DETECTION VEEDER ROOT - TLS350 197 LEAK DETECTION VEEDER ROOT - LIQUID AND INTERSTITIAL SENSORS 614 LEAK DETECTION VAPORLESS - LINE LEAK DETECTION 329 SPILL CONTAINMENT OPW - SPILL MANHOLE FOR TANK FILL 708 OVERFILL PROTECTION OPW - 71SO OVERFILL PROTECTION 697 DISPENSER LINER OPW - FDS DISPENSER LINER (SUMP) 439 SUMP LINERS XERXES -FIBERGLASS ATTACHED COLLAR 397 SUMP LINERS XERXES -FIBERGLASS ACR-WT TANK SUMP 397 c 0 Q. U CO) a) r�� N 4- m 0 a) Proto 2nd Qtr 04-03-15 M (0 O Ln ti H Z z (M ; M � J � J LL Z LLJ (y) p c� OmJ W maw J O� w wv- CL N a 2 CO O N cM INS ICE m W�o y o o�O C%l OD O rn �avrn Cm3 o cX o^ 0) 0 - it CL N WCL 0 00 U O GO CO (D Z Q O m Wit m N Ul U a M — N S w 0 U o >. 0aa)mc`o�00— cc�m Uu)t>,w.�-r- 4);38E = t� O O c: O O O!EU O >+ N .9 = c � W tl1 V p `� tlJ M-0ow' O 3ot O N a0 N 0 �oacLiIW>,=v--�ta)0 �s mM c a =— o aciM�3ai°W��c Qa) O U'�Ur c a)s m Ou,yQco°32ol emu, a.. OE N� "OL r y:6 :m" U� 0 0 U)—wcO t (f v 3— �'O=>2000cN 0m>,oco 2 005E CLO. O m x O N m c M M. LE/It��i .. fi it No 68170 t _ v STATE OF 2 ''ems` Vp� OR \?���� 4efl 0 `q A i ; Ni��� 0 O �/ V SHEET: G7 FUELING - USA LIGHT FIXTURE SCHEDULE ITEM NO. QTY. I DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY M07 9 1 GE Evolve LED AREA LIGHTING ECBB-A5F550 I XXXXXXXX IGE 7-ELEVEN / GRAYBAR I GC MASTER LOCK SCHEDULE ITEM NO. QTY. I DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY N01 4 1 SERIES 175 TUMBLER LOCK 1175 03185351 1 MASTER LOCK 7-ELEVEN / SOURCE NA GC MAY ADVERTISING SCHEDULE ITEM NO. QTY. I DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY P01 8 1 DISPENSER PUMP TOPPER CT -XL 03158215 MAY ADVERTISING 7-ELEVEN / SOURCE NA GC PIPE RISER SCHEDULE ITEM NO. I QTY. I DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY Q01 1 2 7' THIN WALL PIPE RISER 1484RISER 03185353 1 GENERAL PIPE MANUF. 7-ELEVEN / SOURCE NA GC POWER INTEGRITY SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY R01 2 E-STOP SWITCH RED INCLUDES RED COVER IA-ESOCA/RD 03124681 POWER INTEGRITY 7-ELEVEN / SOURCE NA GC R02 1 DISPENSER DATA / LOW VOLTAGE DISCONNECT DDS-8DM4GE 03124654 POWER INTEGRITY 7-ELEVEN / SOURCE NA GC S. BRAVO SYSTEM SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY S01 6 3/4" ROB ROY FITTING F-17-RR-7-11 03115710 S. BRAVO SYSTEM INC. 7-ELEVEN / SOURCE NA GC S03 1 VAPOR VENT RACK RS500JP-3S 03158039 S. BRAVO SYSTEM INC. 7-ELEVEN / SOURCE NA GC S05 1 FIBERGLASS VAPOR VENT REMOTE SUMP (LEFT) B500JPF-3SB 03158049 S. BRAVO SYSTEM INC. 7-ELEVEN / SOURCE NA GC S06 1 3" ADAPTER VFA-3" 03304920 S. BRAVO SYSTEM INC. 7-ELEVEN / SOURCE NA GC S15 1 2 3" PIPE RACK CLAMPS (2 PER 3" ADAPTER) VPC-3 03124567 S. BRAVO SYSTEM INC. I 7-ELEVEN / SOURCE NA GC SMITH FIBERCAST VAPOR / VENT PIPING SCHEDULE ITEM NO. LGTH DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY T01 25' 4" SECONDARY PIPING (USE 25 FT LENGTHS) 011040-069-2 06006331 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T02 950' 3" PRIMARY PIPING (USE 25 FT LENGTHS) 011030-069-2 06006330 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T03 1 1000' 2" PRIMARY PIPING (USE 25 FT LENGTHS) 011020-069-2 06006328 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC SMITH FIBERCAST SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY T04 9 3" SC SLEEVE COUPLING 012030-101-3 06006263 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T06 24 3" BONDED FITTING (DOUBLE WALL) 012030-626-0 03158188 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T08 9 2" PRIMARY SLEEVE COUPLING 012020-101-8 06006255 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T09 - 3" PRIMARY SLEEVE COUPLING 012030-101-8 06006264 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T11 24 4"x3" CONCENTRIC REDUCER 012040-238-3 06006282 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T13 42 2" PRIMARY 90 ELBOW 012020-360-4 06006261 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T27 2 3" 45 PRIMARY ELBOW 012030-310-4 06006272 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T16 26 2" BELL X M 012020-191-4 06006256 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T18 - 3" BELL X FEMALE 012030-194-4 06006267 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T21 38 3" SECONDARY 90 ELBOW 012030-360-3 06006273 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T23 6 3" 45 DEGREE SECONDARY ELBOW 012030-310-3 06006271 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T24 12 2" PRIMARY TEE 012020-410-4 06006262 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T25 12 3" SECONDARY TEE 012030-410-3 06006275 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T28 6 2" 45 PRIMARY ELBOW 012020-310-4 06006260 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T29 159 DS-8069 9.03 ADHESIVE KIT 022990-033-9 06006288 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T30 89 FILLER FOR DS-7069 AND DS-8069 002990-033-0 06006247 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T31 4 4" BELL X MALE 012040-191-4 06006278 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T32 2 2" BONDED FITTING (SINGLE WALL) 012020-622-0 03158380 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T33 1 3" BONDED FITTING (SINGLE WALL) 012030-622-0 03115730 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T34 2 3" BELL X M 012030-191-4 06006265 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC FIRE EXTINGUISHER ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY U01 2 PORTABLE FIRE EXTINGUISHER 3020 03158046 POTTER ROEMER 7-ELEVEN / SOURCE NA GC UO2 2 FIRE EXTINGUISHER CABINET 105-20-RRC-H 03185372 CATO 7-ELEVEN / SOURCE NA GC TYPAR FILTER FABRIC SCHEDULE ITEM NO. QTY. I DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY Vol 4 1 FILTER FABRIC 12- 1/2" X 300' TYPAR-3401 1 06006313 ITYPAR I 7-ELEVEN / SOURCE NA I GC U BOLT SCHEDULE ITEM NO. QTY. I DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY W01 18 1 U-BOLT ENCORE M0070313002 03185374 MISCELLANEOUS PARTS 7-ELEVEN / SOURCE NA GC UNITED SIGN SCHEDULE ITEM NO. QTY. I DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY X01 2 1 EMERGENCY SHUT OFF SWITCH SIGN U-MS-76 06005037 UNITED SIGN 7-ELEVEN / SOURCE NA GC VAPORLESS MANUFACTURING SCHEDULE ITEM NO. QTY. I DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY Y01 3 1 MECHANICAL LINE LEAK DETECTOR 99LD-2000-S 06006314 1 VAPORLES MANUFACTURING 7-ELEVEN / SOURCE NA GC VEEDER ROOT SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY Z02 2 8 INPUT TANK SENSOR MODULE 329358-001 06005048 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z05 10 LIQUID SUMP SENSOR 794380-208 06005066 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z06 5 4" ANNULAR / PROBE CAP 330020-282 06005053 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z07 1 4 INPUT TANK PROBE MODULE 329356-002 06005046 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z10 1 ETHERNET TCP/IP COMMUNICATION MODULE 330020-425 03158077 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z13 1 TLS 35OR W/PRINTER BUSINESS 848290-122 06005075 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z14 2 10 FT. INTERSTITIAL TANK SENSOR 794390-409 03158249 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z16 1 4" FLOAT KIT FOR DIESEL 846400-001 03158176 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z23 1 RS232 INTERFACE (DUAL PORT MODULE) MAINTENENCE TRACKER 330586-017 03304921 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z35 1 FOUR -RELAY OUTPUT INTERFACE MODULE 329359-001 03158008 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z41 1 DISPENSER INTERFACE MODULE G-SITE 330280-401 03158201 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z42 1 G-SITE INSTALL KIT 331063-100 03158202 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z55 2 PHASE II FLOAT KIT (GAS) 886100-000 03305136 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z56 1 NVMEM203 REPORT STORAGE 332996-203 03185346 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z58 3 10' 6" ATG PROBE 846390-110 03165574 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z79 1 SUMP SENSOR (DISCRIMINATING) 794380-352 03185344 VEEDER ROOT 7-ELEVEN / SOURCE NA GC WAUSAU SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY AA5 4 SINGLE WASTE CONTAINER W/ LID (CANOPY AREA) TF1891 3175253 IWAUSAU 7-ELEVEN / TURNKEY GC XERXES SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY AB30 1 XERXES TANK 10' DIA. (20K) w/ (1) STP SUMP, 4" FILL & VN FITTINGS 645-430-01 03156196 XERXES 7-ELEVEN /XERXES GC AB31 1 XERXES TANK 10' DIA. (12K / 8k SPLIT TANK) w/ (2) STP SUMPS, 4" FILL & VN FITTINGS 645-431-01 03156197 XERXES 7-ELEVEN / XERXES GC NATIONAL GAS ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY AJ1 16 4" X 5" EMERGENCY SHUT OFF SIGN (OUTSIDE) NG-2402 XXXXXXX NATIONAL GAS 7-ELEVEN GC AJ2 1 4" X 4" PUMP NUMBERS 1-6 - WHITE NUMBERS/BLACK BACKGROUND 1-6 NG-28 XXX)OCXX NATIONAL GAS 7-ELEVEN GC AJ5 4 3" X 4" NV LOW SULFUR HIGHWAY DECAL NG-910 XXXXXXX NATIONAL GAS 7-ELEVEN GC AJ6 16 2.76" X 4.75" CONTAINS 10% ETHANOL DECAL NG-80R XXXXXXX NATIONAL GAS 7-ELEVEN GC AJ7 16 2.75" X 2.75" GAS PUMPS ARE VIDEO MONITORED DECAL NG41 XXXXXXX NATIONAL GAS 7-ELEVEN GC AJ8 8 20" X 6.5" WARNING - NO SMOKING NG193 XXXXXXX NATIONAL GAS 7-ELEVEN GC AJ9 1 4" X 4" PUMP NUMBERS 7-12 - WHITE NUMBERS/BLACK BACKGROUND NG-NG-24 XXXXXXX NATIONAL GAS 7-ELEVEN GC AJ10 4 4"X24" ALUMINUM FIRE EXTINGUISHER SIGN M-58 00330547 i i 7-ELEVEN / SOURCE NA GC FDEP EQ # SCHEDULE (INDICATED BY �k) LOCATION DESCRIPTION EQ. NO. TANKS XERXES - DOUBLE WALL FIBERGLASS 200 PIPING SMITH FIBERCAST - FIBERGLASS PIPING REDTHREAD II 252 LEAK DETECTION VEEDER ROOT - TLS350 197 LEAK DETECTION VEEDER ROOT - LIQUID AND INTERSTITIAL SENSORS 614 LEAK DETECTION VAPORLESS - LINE LEAK DETECTION 329 SPILL CONTAINMENT OPW - SPILL MANHOLE FOR TANK FILL 708 OVERFILL PROTECTION OPW - 71 SO OVERFILL PROTECTION 697 DISPENSER LINER OPW - FDS DISPENSER LINER (SUMP) 439 SUMP LINERS XERXES - FIBERGLASS ATTACHED COLLAR 397 SUMP LINERS XERXES - FIBERGLASS ACR-WT TANK SUMP 397 c 0 U N m 0 N Proto 2nd Qtr 04-03-15 cn co 0 to ti X Uuu o� LLO ZZ cn >M z � J W Q mJ O W Ix a � J O� L LJ 6E ti a iI Y �` N U Q 2 0 O CV M co LO N q m 0 11.1 O 0 ao W M a U 00 ao M (D Z r o W m N (is Cc � 0(1)mc`o���oiocmo m �+= N c y N 0 �a'oo30c.0z00mm 2r °s'0 0, ag m v, O aU C >,= U• yL N N 10a�,�smc3c���-E° v�tc fl-,N°ca?n3�cmu�iaco W3r� w w E N 1wD< 2 __d.2 oZ o f E yY V N � tiCO 0_-0 V o mocCL M No 68170 -0 * .. 7. STATE OF :mow` O R Q• N ♦♦♦ C? 0I ease+ ���♦`��\`i SHEET: G7.1 FUELING - USA 2'-0" T-0" 2'-0" 20'-0" GENERAL NOTES 0 ci 3 a 0 5 O 9 00 w CD 2'-0" T-0" 2'4' L. SIGNAGE IS UNDER SEPARATE PERMIT. VERIFY QUANTITY AND LOCATION OF SIGNAGE ALLOWED POINT DOWNSPOUT AWAY FROM DISPENSER AND EXTEND OUTLET BEYOND LINE OF MASONRY SHEET METAL DEFLECTOR BY CONTRACTOR, PAINT TO MATCH BRICK 1 /2" = 1'-0" 48" AFF CANOPY COLUMN REF CANOPY MFR's DRAWINGS MASONRY COLUMN WRAP REF ARCH DRAWINGS FOR BRICK T` 3" PVC CANOPY DOWNSPOUT INSIDE CANOPY COLUMN REF CANOPY MFR's DRAWINGS 6" CONC CANOPY SLAB (2 LOC) (SEE PLAN) CANOPY SIDE ELEVATION 1 /4" = 1'-0" SIGNAGE IS UNDER SEPARATE PERMIT. VERIFY QUANTITY AND LOCATION OF SIGNAGE ALLOWED 0 ih g 11 U) a O Z v (8 LC w O H Z_ O a H co w x c� x CANOPY END ELEVATION 1 /4" = 1'-0" ZEET DE 1. GRADES AROUND DISPENSERS AND CANOPY TO BE SHOT TO PREVENT PONDING AROUND THE DISPENSERS. CONTRACTOR TO REMOVE AND REPAIR PAVEMENT IF PONDING OCCURS. c 2. NO CONDUITS OR DOWNSPOUTS ON EXTERIOR OF CANOPY COLUMNS. �- •L v 3 REFER TO GRADING PLAN FOR FINAL ELEVATIONS. a KEY NOTES 1. CANOPY COLUMN - PAINT "SEAL SKIN" SW7675. 2. INTERCOM CALL BOX. MECHANICALLY FASTENED TO COLUMN. MOUNT AT 46" MAX. ABOVE SLAB TO BUTTON. 3. WASH BUCKET - ADA MOUNTING HEIGHT TO BE MAX. 48" FROM GRADE TO PAPER TOWEL OPENING 4. FIRE EXTINGUISHER - ADA MOUNTING HEIGHT TO BE MAX. 48" FROM GRADE TO FIRE EXTINGUISHER 5. DOWNSPOUT FROM CANOPY (INSIDE THE COLUMN) TO TIE INTO STORM DRAIN WHEN AVAILABLE AND TO DRAIN OUT OF COLUMN PARALLEL TO AND AWAY FROM DISPENSER IN ALL OTHER CASES 6. OVERFLOW PROTECTION AS REQUIRED. SEE CANOPY DRAWINGS AND SPECIFICATIONS. 7. GASOLINE CANOPY, SEE MANUFACTURER'S DRAWINGS AND SPECIFICATIONS FOR DETAILS OF CONSTRUCTION. 8. ACM CANOPY FASCIA WITH TATEYAMA IMAGE TRI- STRIPE (NON -ILLUMINATED). 9. ILLUMINATED LOGO SIGNS UNDER SEPARATE PERMIT. VERIFY QUANTITY AND LOCATION OF SIGNS ALLOWED. 10. FUELING POSITION NUMBER. 11. REF 1-G5 FOR DISPENSER TYPE 12. FIRE EXTINGUISHER CABINET MOUNTED ON SIDE OF COLUMN REF PLAN FOR LOCATION 13. REF G7 FOR EQUIPMENT TAG ® DESCRIPTION Im" CANOPY SIDE ELEVATION 182'-0" O-T-O CANOPY 10'-6" 23'-0" 23'4" 23'4" 23'-0" 23'-0" 23'-0" 23'-0" 10'-6" 5'-0" i, 5'-6" 11'-6" 1. 11'-6" 1 V-6" L. 11'-6" 1 V-6" 6 11'-6" 11'-6" L. 11'-6" 11'4" L. 1 V-6" 1 V-6" L. 11'-6" 11'-6" Ll 1 V-6" 5'-6" 1. V-0" SIDE 9 O 01 TYP O O { O O O O I , I 01 o ® � 10 a 1 a 0 LIGHTING U (8 LOC) 03 R 1 (8 LOC) 5 TYP w � ❑ 16 15 ❑ 14 13 ❑ 12n 11 ❑ 10 O9 = I 80 O7 ❑ O6OF! O5 ❑ 40 O3 ❑ O2 10 ❑ N 1 ' U I , H I 01 9 DISP 8 DISP 7 02 DISP 6 1 (8 LOC) DISP 5 DISP 4 DISP 3 ft DISP 2 DISP 1 i I Oj 0 0 0 0 I 0 0 0 0 3-G8 STREET SIDE FUELING CANOPY PLAN 1 /U" = 1'-o" FUELING CANOPY 0 z a - a o U o ZN 2 N D J O U 5 Adw 0 N Proto 2nd Qtr 04-03-15 (M CO O Lo n C/) ' ~ X W _ o� 0 Z Z Lo �aM >M ..> Z _ _jLL ~=)c }, W Z W (y)mJJ a. 0Q JZ / o2 QJ 0co W > oftiZ �_ Z ~ ~N Y W Q L.L O O CV c'M wop 11L. 4dr = OC Ad AOL m W ILI cno 0 ocm co b ne •Cr�W O � Q np a Or 0) 0r WA Q wa.LL Lo N FW- ao U o Z o M Q m m U) U 0 U .0 a pa�imt`o�Za�616.s Co two ca�aoVE w o N�ON a)OO U O' C �L )ur>,VL N C 0 m3ai6°,�3€c 3Cm. awLwUc>.m-•a`3C�wOCttr-a�)sm 3Coco°(D00<2-1?O- 6afa�N°yo-00:E EC�45-0co/)ai"d '0wV �,0 C CO O C N 0 co >+ N O O C C. p :3 a2 U(n C a.. O N X N N C.a O �, �.. mU 3 -co t,11111irrrr1 ����•�1�V M CF �, E /Vs . �•��P.•�-�c �. ,F,9•,o NO 68170 10 STATE OF ��i C� • • C O fi•1 P'••`�,� rrr�to��e A'l' SHEET: G8 FUELING - USA GENERAL NOTES 0, R T co d� o^ oM Lij oCD z 15 ao 21111111100-1 SMOKING&NETTINGUISHER &tp .S. DANGER EMERGENCY SHUT OFF OUTSIDE EXTREMELY FLAMMABLE Use as Motor Fuel Only • NO SMOKING! • Stop Engine. • Turn off all electronic equipment including cellular telephones. • Do not leave nozzle unattended during refueling • Do not re-enter your vehicle while gasoline is pumping. • Discharge your static electricity before fueling by touching a metal surface away from the nozzle. • If a fire starts, do not remove nozzle - back away immediately Static Sparks Can Cause A Fire, especially when filling portable containers. • Containers must be metal or other material approved for storing gasoline. • PLACE CONTAINER ON GROUND! DO NOT FILL ANY PORTABLE CONTAINER IN OR ON A VEHICLE. • Keep nozzle spout in contact with the container during the entire filling operation. EMERGENCY SHUT OFF N.T.S. NG-2402 IN CASE OF FIRE, SPILL OR RELEASE: 1.USE EMERGENCY PUMP SHUTOFF 2. REPORT THE ACCIDENT! FIRE DEPARTMENT TELEPHONE # 911 FACILITY ADDRESS: N CASE SPILL OR N.T.S. OF FIRE, RELEASE t X4 xTumm A DU GAS PUMPS ARE VIDEO MONITORED N.T.S. CONTAINS 107 ETHANOL WARNING 7-ederal law• bmodel year 2007 and later highway damagevehicles and engines. Its use may ..vehicles .. nd engines. "I LOW SULFUR HIGHWAY DIESEL FUEL N.T.S. DISPENSER SIGNAGE ELEVATION 3/4" = 1'-0' 1. SIGNAGE IS PROVIDED BY 7-11 OR GC. SIGNAGE TO BE INSTALLED BY CONTRACTOR PER 7-11 GUIDELINES, 1 2 3 4 5 6 DISPENSER NUMBERS N.T.S. c 0 4- a U N N r,W N M 0 N Proto 2nd Qtr 04-03-15 c+M CO O LO I- qC/) X UF- U' Z Z Z� WQ iO W� J Ww tim Y U Q O O N M o� LO Q � J "tWJ Q -jLL W MO- 0 mJ W jT q �Q� (D Z� I O = C7 W U) N W p W x 0O O p T- a U O M CO W z a o m m (fa � N C � Y v am�� 4--(D�. 0ac��o�Omc-0m UuOic�oc'o,.�� ca�a50E S o c � o 0), V 0 W 00) OOUC>' U'--V1LNM N Naa Nm 3 C 7�L = E O 0. a9N,o�0)Q3C7c�NQco w NMQO`Z-62O:OOto 0)(Dw� n�OIOt�NO�'M (A U N NCO N� 45`6 ) V 00 0....>'OO CG.L>>,—cu C)U) 0.(DOM XO0)M O N C" NUS 3 -fn e No 68170 •� {ar 0 • STATE OF :��F A, o�s�S 111� N A6 `e�``�� e SHEET: G8.1 FUELING - USA E M i 0 CV 2 T R N I LO oM 0 �cj gQ mZ oZ z 3 r r%o IFOR PANEL INFORMATION REF STORE ELECTRICAL DRAWINGS 3 POLE 100 AMP ENCLOSED CIRCU C ONE -LINE DIAGRAM IS FOR REFERENCE ONLY. GAS CONTRACTOR TO VERIFY LOADS TO BE PLACED ON PANELS. EMERGENCY GASOLINE SHUT-OFF SWITCH (2 REQUIRED) REF 2-G10. NOTE: (1) GENERAL CONTRACTOR TO INSTALL PANELS CIRCUIT BREAKERS AND CONDUIT. (2) GASOLINE CONTRACTOR SHALL INSTALL WIRING (FROM CIRCUIT BREAKERS TO EQUIPMENT), RELAYS, ETC. MAKE ALL CONNECTIONS AND COMPLETE SEAL OFF. F 100A MAIN LUG ONLY NEW PANELBOARD 1PH 3WRRE 208/120V SERVES: TENANT SPACE SERIES RATED LOCATION: STOCKROOM GROUND BAR MOUNTING: SURFACE CK LOAD SERVED WIRE BRKR PL PHASE C PHASE A PL BRKR WIRE LOAD SERVED CK 1 DISPENSER #1 12 20 1 1.08 1.08 1 20 12 DISPENSER #2 2 3 SWITCHED NEUTRAL -- -- - 0.00 0.00 - -- -- SWITCHED NEUTRAL 4 5 DISPENSER #3 12 20 1 1.08 1.08 1 20 12 DISPENSER #4 6 7 SWITCHED NEUTRAL -- -- - 0.00 0.00 - -- -- SWITCHED NEUTRAL 8 9 DISPENSER #5 12 20 1 1.08 1.08 1 20 12 DISPENSER #6 10 11 SWITCHED NEUTRAL -- -- - 0.00 0.00 - -- -- SWITCHED NEUTRAL 12 13 DISPENSER #7 12 20 1 1.08 1.08 1 20 12 DISPENSER #8 14 15 SWITCHED NEUTRAL -- -- - 0.00 0.00 - -- -- SPARE 16 17 RUL STP 12 20 2 1.21 1.21 2 20 12 PUL STP 18 19 ----- -- -- - 1.21 1.21 - -- -- ----- 20 21 D-BOX CONTROLLER 12 1 20 1 0.11 1.09 2 20 12 DSL STP 22 23 SPACE -- -- - 0.00 1.09 - -- -- ----- 24 25 SPACE 0.00 0.00 SPACE 1 26 27 LOW VOLTAGE DISC 12 20 1 0.36 0.00 SPACE 28 29 SPACE 1 0.00 0.00 SPACE 30 TOTAL TOTAL LOAD PER NEC ARTICLE 220 FEEDER LOAD 12.26 3.87 KVA AMPS AMPS AMPS 102.17 32.25 16.13 KVA KVA 77.55 16.13 77.55 PARTIAL ELECTRICAL ONE -LINE DIAGRAM STORE CONTRACTOR: INSTALL CONDUIT FROM THE ELECTRICAL ROOM GUTTERS TO 5'-0" PAST THE FRONT SIDEWALK. SEE SPECIFICATION SHEET G16, SECTION VII, 3.2.1 FOR CONDUIT TYPES. FUELING CONTRACTOR: EXTEND CONDUITS FROM 5'-0" PAST THE FRONT SIDEWALK TO FINAL TERMINATION POINT. SEE SPECIFICATION SHEET G16, SECTION VII, 3.2.1 FOR CONDUIT TYPES. NOTE: ROUTE ALL CONDUITS UNDERGROUND TO C-STORE ELEC ROOM. DATA/COM CABLE EXCESS TO BE COILED IN ELEC RM FOR ROUTING ABOVE CEILING IN C-STORE TO FINAL TERMINATION POINT. FOR STP POWER CONDUITS, USE ONLY ROB ROY CONDUIT TYPES "PERMA-COAT", "PLASTI-BOND" OR "KORKAP" WHERE BRAVO FITTINGS ARE USED AND NO PVC CONDUIT IS PERMITTED. ROUTE CONDUITS IN SEPERATE RACEWAY. NOTE: PVC CONDUIT (WHERE ALLOWED BY AHJ), MAY BE USED. SEE SPECIFICATION SHEET G16, SECTION 2.3.1 FOR LOCATIONS WHERE PVC CONDUIT MAY BE USED. LIGHTING SUPPLIED BY 7-ELEVEN, INC AND INSTALLED BY GAS CONTRACTOR. CIRCUITS REQUIRED FOR THE FUELING AREA / CANOPY LIGHTING AND MISCELLANEOUS EQUIPMENT ARE: CANOPY LIGHTS 340 VA 20 A BREAKER CANOPY LIGHTS 425 VA 20 A BREAKER CANOPY SIGNS 300 VA 20 A BREAKER AIR -VAC MACHINE 2880 VA 30 A BREAKER CONT/EMERG SHUTOFF 40 VA 20 A BREAKER REF STORE MEP PANEL SCHEDULES FOR LOCATION SIGN WP (1 of 4) o " (4 of 4) WRji ❑ (9) GE Evolve LED AREA LIGHTING MODEL: ECBB-A5F550 0 DISP 8 SENSOR 102 SIDE 1 c F-14 110 DATA 103 0 AIR -VAC MACHINE C 0 DISP 7 SENSOR lio2i - 0 SIDE 1 F-13 101 DATA 103 0 COORDINATE PANEL F AND FUELING AREA CIRCUIT LOAD INFORMATION WITH STORE MEP'S. STORE CONTRACTOR TO SUPPLY AND INSTALL NEW PANELS AND VERIFY ELECTRIC PANEL CAN MEET LOAD REQUIREMENTS. 0 u 0 0 DISP 6 SENSOR 102 SIDE 1 F-10 F101 DATA 103 CONDUIT SCHEDULE NAME DESCRIPTION CONDUIT SIZE QTYJ WIRE SIZE / MFR # WIRE QTY 101 DISPENSER POWER -NON DIESEL 3/4" 6 #12 THWN-2 3#12 HOTS, 1#12 NEUT, 1#12 GR 102 DISPENSER SUMP SENSOR 3/4" 8 BELDEN #88760 1 103 DISPENSER DATA * 3/4" 8 2-WIRE TWISTED PAIR CAT6 (FOR FUTURE EMV) 2 PAIR 1 104 2HP STP POWER 3/41- 2 #12 THWN-2 3#12 HOTS, 1#12 GR 105 RUL TANKATG/SUMP, INTERSTITIAL, FILL SENSORS 3/4" 1 BELDEN #88760 4 #88760 106 PUUDSL TANK ATG/SUMP, INTERSTITIAL, FILL SENSORS 3/4" 1 BELDEN #88760 7 #88760 107 FILL BUCKET SENSORS 3/4" 3 BELDEN #88760 1 108 STP SUMP SENSOR/ATG PROBE 3/4" 3 BELDEN #88760 2 109 INTERCOM lit 2 BELDEN 8762 2 PAIR PER CALL BOX 110 DISPENSER POWER - DIESEL 3/4" 2 #12 THWN-2 4#12 HOTS, 1#12 NEUT, 1#12 GR 111 1.5HP STP POWER 3/4" 1 #10 THWN-2 2#10 HOTS, 1#10 GR 112 AIR VAC MACHINE 3/4" 1 #10 THWN-2 2#10 HOTS, 1#10 GR 113 CANOPY LIGHTING POWER 3/411 2 SEE BLDG ELECTRICAL SEE BLDG ELECTRICAL 114 CANOPY SIGN POWER 3/4" 1 SEE BLDG ELECTRICAL SEE BLDG ELECTRICAL " REFERENCE GILBARCO FIELD WIRING DIAGRAM FE-364D FOR COMPLETE SPECIFICATIONS 182'-0" O-T-0 CANOPY STORE SIDE 0 0 El Q-1 3-1 CANOPY LIGHTING POWER 113CANOPY LIGHTING POWER �n v L� o S ❑ ❑ 0 0 STREET SIDE CANOPY CONDUIT SCHEMATIC 1 /8"=1'-0" PRODUCT VENT REF 3-G4.1 PRODUCT FILL REF 1-G4.1 42" CONTAINMENT MANWAY WITH SUBMERGED PUMP AND TANK PROBE REF 1-G4 PRODUCT VENT REF 2-G4.1 PRODUCT FILL REF 1-G4.1 ANNULAR SPACE RESERVOIR REF 4-G3 OBSERVATION WELL PRODUCT FILL REF 1-G4.1 PRODUCT VENT REF 2-G4.1 DISP 5 SENSOR 102 SIDE 1 ' F-9 FlOM DATA 103 0 104 CD PUL TANF RUL- TANK ROUTE OVERHEAD TO REMAINING COLUMNS 0 DISP 4 SENSOR 102 SIDE 1 F-6 F 101 DATA 103 0 71 N N TI F-17 STREET SIDE 0 0 ❑ ❑ M N 0 0 ❑ ❑ ------------ FUELING CANOPY STORE SIDE 0 DISP 3 SENSOR 102 SIDE 1 F-5 101 DATA 103 0 42" CONTAINMENT MANWAY\ WITH SUBMERGED PUMP 108 AND TANK PROBE REF 2-G4 ANNULAR SPACE RESERVOIR DSL o REF 4-G3 TAN OBSERVATION WELL 42" CONTAINMENT MANWAY WITH SUBMERGED PUMP AND TANK PROBE REF 1-G4 WP J-BOXES WITH WIRE COILED FOR FUTURE USE (4 LOC) SIGN Z t!Ei�!ETS SIGN J WP (3 of 4) ROUTE OVERHEAD TO REMAINING COLUMNS 2po� o ti� p� o 1 9 -Ij 4 DISP 2 DISP 1 SENSOR 102 - SENSOR 102 SIDE 1 SIDE 1 0 F-2 101 F-1 110 DATA 103 DATA 103 ^ e VO O 2OQ4 0 0 UNDERGROUND CONDUIT SCHEMATIC EXTENTS OF CLASSIFIED AREA TYPICAL ALL DISPENSERS N 0 m Proto 2nd Qtr 04-03-15 M (O r Z J Q� J Z) . U� w r- o� LO Lll z= W ZZ �jM ZW -Iz� _jL gW Wo°mJ aQ >o W W _j- r--Qw Qa U p �d Z W� ' T13- ~mN HQ W I W J Y V W 2 W Q o O p 04 c+M WINo ad Iwo t' m Wco c ai c, _°I,tl O N k1l CDo� 0) 0 o 0 ��a� p cj U) N a0 U O O r o o CO Z M U) CO Q 00 LLI m N (J] C _liC N 3:. V N (A o 0 U m co >. o�mW�omo�M >.�aviooc:3W0 i�Vw p� 2t'N OY Co b1w 0.O N N �0�EW-0 a-Ys-o t m c fl O 0 c N l0 n9�' r>, l ` . t N m c 102a)4wR2c3ooZ�3E a� rn a O @�a�ouiiA0w�Ocoi 0m 0o >.�mmoc4) 0- as (D � O c fl � 0 �4?.. OWECL_o�aXiUococ;s oy.r3_cn ♦�. FERO *4op ♦ •e�ENS � N C� i17 •r 73 r � °9Qoeec3ee�o00 4,� SHEET: G 9 FUELING - USA TANK LOCATION SEE SITE SPECIFIC DRAWINGS FOR EXACT TANK LOCATION AND G0.1 FOR LOCATION OF VENT RISERS (TYP.) N.E.C. HAZARDOUS AREA NOTES M i co N 0 Q_ a 0 ce a CLASS 1, DIV. 1. TYPICAL, SUMPS UNDER DISPENSERS (TYP.) CLASS 1, DIV. 1 X RADIAL FROM VENT OUTLET CLASS 1, DIV. 2 5' RADIAL FROM VENT OUTLET CLASS 1, DIV. 2 20' RADIAL (TYP.) CLASS 1, DIV. 1. TYPICAL, SUMP UNDER VENT RISER END ELEVATI ON 3 1 /4" = 1'-0" Oq TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK - FILL OPENING) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FEET FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL RADIUS OF 5 FEET FROM A TIGHT FILL CONNECTION. OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK -VENT DISCHARGING UPWARD) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: WITHIN 3 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: SPACE BETWEEN 3 FEET AND 5 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (REMOTE PUMP - OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL IF ANY PART IS WITHIN A HORIZONTAL DISTANCE OF 10 FEET FROM ANY EDGE OF PUMP. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET HORIZONTALLY FROM ANY EDGE OF PUMP. ouiwrlo urvucrc ` L l 1 /4" = 1'-0" DISPENSERS (TYP.) �� OA CLASS 1, DIV. 1 (TYP. 3) OC CLASS 1, DIV. 2 10' RADIAL (TYP. 3) OA CLASS 1, DIV. 1 (TYP. 3) N.E.C. CLASSIFIED AREA @ GROUND LEVEL CLASS 1, DIV. 1 (TYP. 3) CLASS 1, DIV. 1 (TYP. 3) CLASS 1, DIV. 1 (TYP. 3) CLASS 1, DIV. 2 10' RADIAL (TYP. 3) OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - PITS) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFICATION LOCATION. OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN ANSI/UL 87, "POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS." OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 18 INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM (1) THE DISPENSER ENCLOSURE OR (2) THAT PORTION OF THE DISPENSER ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS. SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN ANSI/UL 87, "POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS." OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY OF ANY EDGE OF ENCLOSURE. C O Q. .0 N N r1, O 0 N Proto 2nd Qtr 04-03-15 cM co 0 Lo I, - CD CO a • W U � U-)ofM Z Z �-��, Q Z w ~JLL w W °a yM p c6 'f-i. m J Lz Fn O J2 U) J W �0= to U w ~Cow v Ld U Q Z 2 0 0 N cM m N O Q P 0 C.0 a0 a U 85 o M � W z Q o � m m N J3 � C N U N a� :" ommm:3 4) �oo Uu��.>,�"wcu)-;aoE o0oc oc(DE o" -v��00 oc�=4)-d o �aor>,=Ro�u -Wri L N C �a`�o�cco=Cc vo-o33:u 4)40)aa 4)0fo_ E m t� o 0 uNitA o--oow v �0O!�at_ w0r_0 0- >,a) c O c fl > >+w O(gCaw ONXON<pcw SHEET: G9.1 FUELING - USA 11" 0 0 MagVFC N o°o°o° 0 0 0 000000 o°o°o° 0°0°O° 0°0°0° 0 0 0 o°o°o° o°o°o° 0 0 0 000000 0 0 FRONT VIEW V-7" SIDE VIEW FE PETRO MAGVFC - VARIABLE FREQUENCY CONTROLLER. SEE MANUAL FOR WIRING INSTRUCTIONS. MAG VFC DETAIL VERTICAL SEALING RIGID CONDUIT SEALING COMPOUND USE COMPOUND MADE BY MANUFACTURER OF SEAL FITTING PUSH CONDUCTORS AWAY FROM THE FILLING OPENING & FORCE THEM APART SO THEY DO NOT LIE IN CONTACT WITH EACH OTHER ALONG THEIR LENGTH PUSH SHREDS OF PACKING AWAY FROM THE CONDUCTOR TO PREVENT GAS LEAKAGE PATHS NOTE: -EYS CONDUIT SEAL FITTING (XP) PACKED FIBER DAM PROVIDE EXPLOSION PROOF SEALS. IN ACCORDANCE WITH ARTICLE 501, CLASS 1, DIVISION 2 OF THE LATEST NATIONAL ELECTRICAL CODE TYPICAL FOR ALL UNDERGROUND CONDUIT STUB -UPS INTO EQUIPMENT SEAL OFF ALL CONDUIT ENTERING OR LEAVING CAVITIES OR ENCLOSURES OF DISPENSERS AND ASSOCIATED EQUIPMENT. IN ADDITION, ALL CONDUITS COMING FROM THE BUILDING THROUGH A HAZARDOUS LOCATION ALSO REQUIRE SEAL -OFFS AT BOTH ENDS. SEAL FITTING INSTALLATION EMERGENCY SWITCH PARTS AND SIGN SUPPLIED BY 7-ELEVEN, INC. AND INSTALLED BY GAS CONTRACTOR 1'-0" SIGN ° (WHITE W/ RED EMERGENCY LETTERING) ZD SHUT OFF SWITCH ° COVER o (SAFETY TECHNOLOGY INTERNATIONAL, INC. PART NO. IA-ESOCA/T-RD(RED) LARGE MUSHROOM HEAD z EMERGENCY STOP BUTTON Q (CONTACT ACTUATOR) uFr ERE a a 00 0 � J �w U- 0 gm EMERGENCY SHUT OFF W/ COVER N TS U N TS � N TS STORE CONTRACTOR: INSTALL CONDUIT FROM THE ELECTRICAL ROOM GUTTERS TO 5'-0" PAST THE FRONT SIDEWALK. SEE SPECIFICATION SHEET G16, SECTION VII, 3.2.1 FOR CONDUIT TYPES. FUELING CONTRACTOR: EXTEND CONDUITS FROM 5'-0" PAST THE FRONT SIDEWALK TO FINAL TERMINATION POINT. SEE SPECIFICATION SHEET G16, SECTION VII, 3.2.1 FOR CONDUIT TYPES. 0 J 9 0 U W C) 0 U N 0 REF STORE E1.1 SHEET FOR PANEL INFORMATION EMT CONDUIT a 0 H Lb 0 STOR PANE WIRE Wi w Z z co a = 0 O 0 Q >- w w a0 Q Q0 U co POWER N TS 'OF CONDUITS --E ONLY. ►L ROOM MAY VARY VDITIONS) x w a w w� 00 IRE WA) w 0 EMS CP-1 0 H o a a w w w � z z w w a w o 5 DATA EQUIPMENT DETAILS ____7 CEILING 2 0 U w z a w co z w a CD 0 c 0 Q. U N Aw N a N Proto 2nd Qtr 04-03-15 m co 0 ti J U U � L f) Z z �WM J Z J M W U) J W p (� (n 5 < �O < -, JS 0W J 0_ Z > ti"t g W w LLJ a ~ ~N Y U U Q c/) 2 � 0 0 N M W ® oC 0 m W kin �o o O n O � a Q v rn C N n o= -w(H CN ao U � O � o 00 Z o cv) cn to Q m W m N � � U M N L (n 0 0 0 >, 0>,4�On).,N- ,=oc ov '0;V EVt7�OyU 'a-0`O2OoLO,a C-ONN N 0 C 0 C A'= 0•!=mot 0 M a"!E 3Tc o o''m 3 v �M wt5�'�15-" �c _ c -c �a O VN N CL=ic,mc•oa3N3t>CL .•-• 2 N (uD)< 2 p�N of o E_ M U� N NUi t o 1= C o� N c o Na.� U N 0O0>10C0aC"=:"4?+) Oc13ECLO0 x00mCD o C t 3 cl) FE�I �i •` •� • �c E Ns :sp �. O: F ,.2•� z�. No 67173 t t F CN F : 4.. 40�.. U Z, SHEET: G10 FUELING - USA 0 CD CV 06 Lij Z Z 0 0 GND L2 N L2 ® KEY NOTES DISPENSER #1 BREAKER WIRE TROUGH Fil INSTALL A SINGLE EMERGENCY POWER CU �� L2 DISPENSER 1 CONTROL TO REMOVE AC POWER FROM SITOFF 0 NEUTRAL (DISPENSER ® DISPENSING EQUIPMENT. G (DISPENSER 1 (THE CONTROL IS AN ADDITION SAFETY FEATURE AND NOT A SUBSTITUTE FOR NEC/NFPA30 c RUL STP #1 DISPENSER #1 0 BREAKER GILBARCO STP ISOLATION BOX-#1 STP-1 DISPENSER 1 DIESEL CIRCUIT BREAKER REQUIREMENTS. a. ® STP-2 DISPENSER 1 c PA0287 * LABEL THE EMERGENCY POWER CUTOFF v _� L1 STP-3 DISPENSER 1 ��TB1-1 T - ISP NSER 1 SWITCH AND INSTRUCT OWNER TO KEEP AREA 0 O O N TB2-1 NEUTRAL DISPENSER 1 CLEAR OF OBSTACLES. TB1-2 -1 (DISPENSER ❑2. CONNECT INSULATED GROUNDING CONDUCTOR O O L2 TB2-2 NEUTRAL DISPENSER 2 FROM THE DISPENSER POWER PANEL TO THE T131-3 STP-1 DISPENSER 3 SITE GROUNDING ELECTRODE. SIZE PER NEC. M1 TB2-3 NEUTRAL DISPENSER 3 m STP 3. INSTALL POWER BREAKERS TO EACH CIRCUIT p ❑9 1 11 M2 TB1-4 STP-1 DISPENSER 4 LEADING TO THE DISPENSING UNIT AND STP. TB2-4 NEUTRAL DISPENSER 4 THEY MUST BE CAPABLE OF SIMULTANEOUSLY T131-5 STP-1 DISPENSER DISCONNECTING HOT AND NEUTRAL EMC PO PO TB2-5 EU A S S R5 5 CONDUCTORS. P1 P1 TB2 -6 STP T DISPENSER 6 TB2-6 ❑4 REFER TO INSTALLATION ADDENDA FOR Proto 2nd Qtr 04-03-15 10 TB1-7 STP-1 DISPENSER 7 SPECIFIC PRODUCT FIELD WIRING GND TB2-7 CONNECTIONS. CAP ALL UNUSED WIRES. LOCAL TB1-8 STP-1 DISPENSER 8 STP-2 DISPENSER 2 AND NEC MAY APPLY. 0 TB2-8 NEUTRAL (DISPENSER 8.)STP-2 (DISPENSER 2 4 5. INSTALL CONDUIT PER NEC FOR HAZARDOUS DISPENSER #2 LOCATIONS. ch DISPENSER #2 BREAKER !*0__ ^► o OL1 DISPENSER 2 6. WIRES -ALL WIRES ARE 14AWG (STANDARD) � O� NEUTRAL(DISPENSER UNLESS OTHERWISE NOTED. PUMP / DISP. Il- J GROUND -WIRE IS 12 AWG (STANDARD). U)GROUND (DISPENSER Q DISPENSER 3 BREAKER XQ ~ L1 DISPENSER 3 POWER LOADING AND DISTANCE RUN MAY W W �.�1� REQUIRE LARGER WIRE SIZE. U H M 0 O O NEUTRAL (DISPENSER 3Lc) PUL STP 2 STP-1 DISPENSER 3 GROUND (DISPENSER 3)7. NOT USED z � � W J # DISPENSER #3 _j LL m BREAKER GILBARCO STP ISOLATION BOX-#2 8. STP ISOLATION RELAY BOXES ARE MANDATED STP-2 DISPENSER 3 � Z - � >- ® PA0287 BY THE NEC (ARTICLE 514.13 - PROVISIONS FOR W 0 M O J L1 MAINTENANCE AND SERVICE OF DISPENSING Q m J TB1-1 EQUIPMENT) AND ARE REQUIRED TO: O J W N T132-1 A. ALLOW SERVICE OF ONE UNIT SAFELY W Ix r Q WITHOUT REMOVING POWER FROM ALL J >- r O } Z TB1-2 DISPENSING EQUIPMENT. B. PREVENT DAMAGE TO EQUIPMENT FROM I W (0 Lu F- O O L2 TB2-2 W Ix ti v- a M1 TB2-3 NEUTRAL DISPENSER 3 CROSS -PHASING. S2P 11 M2 TB2-4 NOTICOVERED BAGE DY WARRANTY BY RASING IS 2 O PO TB1-5 NEUTRAL DISPENSER 5 O GILBARCO STP ISOLATION BOX PA0287 IS NOT M EMC P° P2 TB1-6 AVAILABLE FOR 220/230/240VAC UNITS. (THIS IS A TB2-6 _ 7-ELEVEN SUPPLIED ITEM.) 10 GND TB1-7 TB2-7 �9. FOR STPs GREATER THAN 1-1/2HP (SINGLE OR STP-1 DISPENSER 4 THREE PHASE) CONNECT TO MOTOR TB1- 8 _ ® CONTRACTOR COIL OF SEPARATE STP RELAY 0 TB2-8 BOX. DISPENSER 4 BREAK1_0 �� DISPENSER #4 10. L1 FEEDS STP BOX CONTRACTOR COIL, 0.0 . 0 L1 DISPENSER 4 THEREFORE L1 & EMC MUST BE ON THE SAME O PHASE OR DAMAGE TO EMC WILL RESULT. W GROUND (DISPENSER 4) WHEN EMC IS NOT USED, JUMPER STP BOX DISPENSER #5 BREAKER L1 DISPENSER 5 THISTERMINALS C RCUITO AND P1 TOGETHER TO COMPLETE �OO�00 NEUTRAL (DISPENSER 5) � GROUND (DISPENSER 5)® 11. V.F.C. or STP C.B.S. W DSL STP #3 GILBARCO STP ISOLATION BOX-#3 STP-1 DISPENSER 5 DISPENSER #5 BREAKER ® STP-2 DISPENSER 5 O� L1 TB1-1 STP-3 DISPENSER 1 _� O, N TB2-1 �y.% I TB 2 - 2 0 O O L2 T82-2 TB1-3 M1 TB2-3 S3P 11 M2 T131-4 TB2-4 TB1-5 PO PO TB2-5E: m EMC P1 P2 TB1-6 TB2-6 W 5' g 10 GND TB1-7 STP-1 DISPENSER 6 oLn TB2-7 « � 0 LO GROUND 0 TB1-8 STP-3 DISPENSER 8 STP-2 DISPENSER 6 ® O a TB2-8 _ „0) DISPENSER #6 0 DISPENSER 6 BREAKER L1 DISPENSER 6 w a 0 NEUTRAL DISPENSER CD a N - co U O O STP-1 DISPENSER 7 00 Z STP-2 DISPENSER 7 ® cCIO fl Q O m DISPENSER #7 L DISPENSER #7 BREAKER L1 DISPENSER 7 W m _ ROUND DI PENS R 7 N ca - Cc V U) 0 U STP-1 DISPENSER 8 STP-2 DISPENSER 8 ® �'� 2 N o o m c=>m STP-3 DISPENSER 8 V to c c AEU o DISPENSER 8 BREAKER �� DISPENSER #8 >0 22 c � � o w � L1 DISPENSER 8 s DIESEL w N ��O�o0=owwo�Nnvmi �1 a003�w3mo�t•3 9 GROUND (DISPENSER 8)mQmo't� vai— C N fl 3 tN 3L 00 j w _2wwlQ°--o_6- E ��a�mu,a�'a°•m Erov�icn )_'d Um>,(Drocao>>12'B cn pc fl.. 2 m x w KEE M O N cam' 0U= 3 -CD ,,,,+1111111//j�,, TO SITE GROUNDOcENRF�`r0 ELECTRODE �•• st :]i173 :4- �O ❑ EMERGENCY POWER 4'.e•,-. O J,.•0 !oi 1 CUTOFF 'o,S�ONA�-1 •�.,p \U �� S •'••.....•• \ `,% LOAD CENTER 1 WIRING DIAGRAM FOR ISOLATION RELAY BOX- 120 VAC I NTS SHEET: L2 N L1 / SINGLE 60 HZ Gll FUELING - USA NON -HAZARDOUS AREA HAZARDOUS AREA GENERAL NOTES rM i 0 CV a0 0 z a AC LINE AC NEUTRAL CHASSIS GROUND BARRIER GROUND ® O ® N L 0 ® O ® 00 • • • • Ethernet/Phone line Communications Compartment • • • • • • • • RS232 TO ISP BIR CA--- GAS CONTROLLER REFER TO THE 7-ELEVEN VEEDER ROOT INSTALLATION PROTOCOL GUIDE FOR SET UP AND CONFIGURATION OF REMOTELY MONITORED VEEDER ROOT EQUIPMENT. RIGID CONDUIT TABLE 1 CABLE TYPE BELDEN 88760 12 AWG THWN CONTRACTOR SHALL PLACE A TYPEWRITTEN SENSOR SCHEDULE THAT INDICATES WHICH CHANNEL IS ASSOCIATED WITH WHICH SENSOR SITE MONITORING WIRING SCHEMATIC 1 1 /2"=1'-0" - OF JUNCTION BOXES 1 PER "All 1 11 Probe 11 B 11 Non-Disciminating Sump Sensor (Containment) =R CABLE JACKET TO MONITOR SEALANT PACK UTS IS POS RJ45 CATEGORY PATCH 5CABLE CORD ROUTER HUB TO FRAME RELAY TELEPHONE LINE ISP CABLE WITH KIT ADAPTER #330020-409 NOTE: ISP ATG TS-1000 CABLE BOX EDH GAS CONTROLLER 1. HUB, ROUTER AND CABLES BY NCR INSTALLER 2. EDH GAS CONTROLLER, D-BOX, CRIND CONTROL CABLE, GAS CONTROLLER CABLE AND D-BOX CABLE INSTALLED BY THE GILBARCO AUTHORIZED SERVICE CONTRACTOR D-BOX "Y" CABLE & 2 9-PIN "D" STYLE CONNECTORS POS GAS CONTROLLER DIAGRAM N TS G DUPLEX RECEPTACLE CRIND ,TA PAIRED GASOLINE CABLE IN TRENCH TO GASOLINE DISPENSERS GASOLINE DISPENSER DATA DISCONNECT DEVICE IMPORTANT: THIS IS A CONTROL DRAWING ONLY AND DOES NOT REFLECT THE ACTUAL LOCATIONS OF CONDUIT ENTRY (SEE NOTE 7 BELOW). VEEDER-ROOT REQUIRES THAT ANYONE INSTALLING OUR EQUIPMENT MUST BE LEVEL I CERTIFIED. FOR MORE INFORMATION REGARDING THE HOME STUDY INSTALLERS COURSE CONTACT JOHN HOWELL 951-532-8599. WARNING: IN INSTALLATION AND USE OF THIS PRODUCT, COMPLY WITH THE NATIONAL ELECTRICAL CODE; FEDERAL, STATE AND LOCAL CODES. IN ADDITION, TURN OFF POWER AND TAKE OTHER NECESSARY PRECAUTIONS DURING INSTALLATION, SERVICE AND REPAIR TO PREVENT PERSONAL INJURY, PROPERTY LOSS AND EQUIPMENT DAMAGE. WARNING: DISCONNECT ALL POWER BEFORE MAKING ANY CONNECTIONS TO PREVENT DEATH, SERIOUS INJURY, EXPLOSION, OR ELECTRICAL SHOCK. MONITOR MUST NEVER BE OPERATED UNLESS THE FRONT COVER IS CLOSED OVER THE BARRIER TERMINALS IN THE INTRINSICALLY SAFE AREA. 1. INTRINSICALLY SAFE WIRING CONDUITBONDED THAT THE METALLIC SECTIONS OF CONDUIT AREPERMANENTLY JOINED TO FORM AN ELECTRICALLY CONDUCTIVE PATH THAT WILL ASSURE ELECTRICAL CONTINUITY, AND THAT THE CONDUIT HAS THE CAPACITY TO CONDUCT SAFELY, ANY CURRENT LIKELY TO BE IMPOSED. a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c 0 N 0 N Proto 2nd Qtr 04-03-15 cM co O ti u) Z W LU F- 0 '4t IZ Z LOaM Z M Z- Mov- 0�. <mJ Q w� j �a� ��� o0 Ww ti nL 0 I W co LU Q � 2 � O O N M W O v 0 0 m a� •a • - -- a0 O) D Q a n c�n�v o M0 �it00, N O W O ao W CD U 00 00 t W Z o m N it C U ) -0 U) 0 0 0 >. 00CZ5y0 0t0C— Nf0 00->,w6 45=c4)-a00E C� N O 6 VU``2 �.°o`.°o.roaw=4)7500 aai0a�c>,'=oa r(Dw 0 I= 4) a _ o o.� oc 3a NQ�ON V`C C�LC wONuO)<O`cL `ateo"' p E N V N VC M 0 NL�(9 V onaCiOomxomM_cc tocate.o - o N �.. mU 3 -U) FER94;♦♦♦ ••s0 E N SF• sO ♦���: 671-13 • : jr 9 YF .,a". 0 Ft Ito f/OE9f W*% AV SHEET: G12 FUELING - USA PERFORMANCE SPECIFICATION P" w u SECTION I GENERAL CONDITIONS PART 1 - GENERAL 1.1 SCOPE OF WORK: THE WORK INCLUDED IN THE CONTRACT FOR THIS PROJECT CONSISTS OF THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE COMPLETE CONSTRUCTION OF A GASOLINE INSTALLATION FOR 7-ELEVEN, INC. PART -AGREEMENT 2.1 CONTRACTOR SHALL NOT START WORK WITHOUT CONTRACT AND APPROVED SEALED PLANS. PART 3 - INTENT OF DRAWING AND SPECIFICATIONS 3.1 THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PRESCRIBE A COMPLETE WORK OR IMPROVEMENT WHICH THE CONTRACTOR SHALL PERFORM IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE WORK IN A SATISFACTORY AND ACCEPTABLE MANNER. 3.2 THE CONTRACTOR SHALL, UPON DISCOVERY, REPORT ANY DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS TO THE OWNER'S CONSTRUCTION MANAGER. 3.3 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. GENERALLY, THE SPECIFICATIONS DESCRIBE WORK WHICH CANNOT BE READILY IDENTIFIED ON THE DRAWINGS AND INDICATED TYPES, QUALITIES AND METHODS OF INSTALLATION OF THE VARIOUS MATERIALS AND EQUIPMENT REQUIRED FOR THE WORK. IT IS NOT INTENDED TO MENTION EVERY ITEM OF WORK IN THE SPECIFICATIONS WHICH CAN BE ADEQUATELY SHOWN ON THE DRAWINGS NOR TO SHOW ON THE DRAWINGS ALL ITEMS OF WORK DESCRIBED OR REQUIRED BY THE SPECIFICATIONS EVEN IF THEY ARE OF SUCH NATURE THAT THEY COULD HAVE BEEN SHOWN THEREON. ALL MATERIALS OR LABOR FOR WORK WHICH IS SHOWN ON THE DRAWINGS OR IS REASONABLY INFERABLE AS BEING NECESSARY TO PRODUCE A FINISHED JOB SHALL BE PROVIDED BY THE CONTRACTOR WHETHER OR NOT THE WORK IS EXPRESSLY COVERED IN THE SPECIFICATIONS. 3.4 THE CONTRACTOR, SUBCONTRACTORS AND ALL TRADES SHALL EXAMINE THE SITE AND ASCERTAIN EXISTING CONDITIONS PRIOR TO THE START OF THEIR PORTIONS OF THE WORK. BEFORE ORDERING MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR THE CORRECTNESS OF ALL MEASUREMENTS AT THE SITE. ANY DIFFERENCES WHICH MAY BE FOUND BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE DRAWINGS OR SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S CONSTRUCTION MANAGER FOR CONSIDERATION BEFORE PROCEEDING WITH THE ACTUAL DIMENSIONS AND MEASUREMENTS INDICATED ON THE DRAWINGS UNLESS A SUBSTANTIAL ERROR HAS BEEN MADE. IF SUCH AN ERROR SHOULD OCCUR, IT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S CONSTRUCTION MANAGER AND RESOLVED BEFORE PROCEEDING WITH WORK. 3.5 THE ORGANIZATION OF SPECIFICATIONS INTO DIVISIONS, SECTIONS AND PARAGRAPHS, AND THE ARRANGEMENT OF THE DRAWINGS ARE NOT INTENDED TO CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN THE ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. 3.6 DRAWINGS AND SPECIFICATIONS: DRAWINGS INDICATE GENERAL DESIGN AND ARRANGEMENTS DRAWINGS ARE DIAGRAMMATIC AND ARE NOT SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND EQUIPMENT TO BE FURNISHED. VERIFY DIMENSIONS IN THE FIELD. PART 4 - RESPONSIBILITY OF THE CONTRACTOR 4.1 CONTRACTOR HEREBY DECLARES HE HAS READ ALL SPECIFICATIONS AND EXAMINED THE DRAWINGS AND THAT HE UNDERSTANDS ALL CONDITIONS. 4.2 CONTRACTOR HEREBY DECLARES HE HAS VISITED THE SITE AND IS FAMILIAR WITH THE CONDITIONS AFFECTING THE WORK. NO ALLOWANCES SHALL BE MADE SUBSEQUENTLY ON BEHALF OF THE CONTRACTOR FOR ANY ERROR NEGLIGENCE ON HIS PART. IF IN THE PERFORMANCE OF THE CONTRACT, LATENT CONDITIONS AT THE SITE ARE FOUND TO BE MATERIALLY DIFFERENT FROM THOSE INDICATED BY THE DRAWINGS AND SPECIFICATIONS, OR UNKNOWN CONDITIONS UNUSUALLY INHERENT IN WORK OF THIS CHARACTER SHOWN AND SPECIFIED, THE ATTENTION OF THE OWNER'S CONSTRUCTION MANAGER SHALL BE CALLED IMMEDIATELY TO SUCH CONDITIONS BEFORE THEY ARE DISTURBED. 4.3 CONTRACTOR HEREBY DECLARES THAT HE HAS READ AND IS FAMILIAR WITH THE APPLICABLE SOILS REPORT. CONTRACTOR SHALL BE RESPONSIBLE FOR STRICTLY ADHERING TO THE RECOMMENDATIONS OF SAID SOILS REPORT FOLLOWING ALL APPLICABLE PROCEDURES NOTED THEREIN. EXISTING WATER TABLE SHALL POSSIBLY DETERMINE A DIFFERENT UTILIZATION OF THE TANK STRAPS AND TYPE OF BACK FILL MATERIAL. SHOULD GROUND WATER OR CONTAMINATION BE DISCOVERED DURING TANK EXCAVATION, WORK SHALL BE SUSPENDED PENDING REVIEW BY 7-ELEVEN CONSTRUCTION MANAGER. 4.4 CONTRACTOR SHALL REPORT ANY OBJECTION TO MATERIALS, APPLIANCES, OR METHODS OF CONSTRUCTION SHOWN OR SPECIFIED TO THE OWNER'S CONSTRUCTION MANAGER AND OBTAIN A DECISION BEFORE PROCEEDING. 4.5 PROPOSALS: CONTRACTOR SHALL SUBMIT BID ONLY ON 7-ELEVEN'S FORM THAT WILL BE PROVIDED BY 7-ELEVEN'S LOCAL CONSTRUCTION MANAGER, "COST OF CONSTRUCTION" PROPOSALS SUBMITTED ON ANY OTHER FORM SHALL BE REJECTED AND RETURNED. PROPOSALS NOT COMPLETELY AND PROPERLY FILLED OUT SHALL BE REJECTED. PROPOSALS SHALL INCLUDE MONEYS FOR REMOVAL OF ALL EXISTING IMPROVEMENTS AS REQUIRED FOR GASOLINE INSTALLATION. 4.6 PERMITS: CONTRACTOR SHALL, AS DIRECTED BY 7-ELEVEN, PAY FOR ALL APPLICABLE PERMITS AND AND FEES. COPIES OF PERMITS AND CERTIFICATES SHALL BE FORWARDED TO LOCAL 7-ELEVEN CONSTRUCTION MANAGER'S OFFICE OR SITE MANAGER PRIOR TO COMMENCEMENT OF WORK. FINAL CERTIFICATION OF ACCEPTANCE BY GOVERNING AUTHORITIES SHALL ALSO BE ON FILE WITH LOCAL CONSTRUCTION OFFICE OR SITE MANAGER PRIOR TO THE PROCESSING OF FINAL PAYMENT REQUEST. 4.7 INSPECTIONS: CONTRACTOR SHALL BE REQUIRED TO ADHERE TO ALL REQUIREMENTS OF OWNER'S INSPECTION PROGRAM. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS FOR NOTIFICATION, SITE PREPARATION REQUIREMENTS, COMPLIANCE, ON -SITE PRESENCE DURING INSPECTION AND CORRECTION OF ANY DEFECTS OR RELATED PROBLEMS AS DIRECTED BY INSPECTING REPRESENTATIVE CONTRACTOR SHALL PROVIDE NO LESS THAN 48 HOURS NOTICE PRIOR TO INSPECTION. 4.8 COORDINATION: GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING ALL PHASES OF THE GASOLINE INSTALLATION WITH THE GENERAL CONTRACTOR IN CHARGE OF THE BUILDING OR MAJOR PORTION OF THE PROJECT. THE BUILDING GENERAL CONTRACTOR AND THE GASOLINE CONTRACTOR SHALL JOINTLY DEVELOP A MUTUALLY AGREEABLE SCHEDULE AND TIMETABLE FOR COMPLETION ON THE GASOLINE INSTALLATION. TIMETABLE FOR BUILDING AND GASOLINE SHALL COINCIDE AND COMPLIMENT EACH OTHER SO THAT ONE DOES NOT DELAY THE OTHER. SHOULD GASOLINE CONTRACTOR FAIL TO MEET DEADLINES AS ESTABLISHED BY THE SCHEDULE AND/OR HOLD UP THE COMPLETION OF THE OVERALL BUILDING PROJECT, 7-ELEVEN, INC. RESERVES THE RIGHT TO RECTIFY THE SITUATION ACCORDINGLY. 4.9 CONTRACTOR SHALL PROVIDE OWNER WRITTEN CERTIFICATION AS TO THE FOLLOWING: 4.9.1 CERTIFICATION FROM LOCAL/STATE GOVERNING AUTHORITIES AS APPLICABLE FOR CONTRACTOR CERTIFICATION/LICENSING FOR INSTALLATION OF GASOLINE STORAGE TANK SYSTEM. 4.9.2 CERTIFICATION FROM EQUIPMENT MANUFACTURES AND SUPPLIERS (TANKS, PRODUCT LINES, ATG'S, ETC.) AS TO ATTENDING AND ACHIEVING CERTIFICATION FROM APPROPRIATE COMPANY FOR INSTALLATION OF EQUIPMENT. 4.9.3 CERTIFICATION ON APPROPRIATE FORMAT AS TO INSTALLATION OF COMPLETE SYSTEM BEING PERFORMED IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. 4.9.4 CERTIFICATION THAT ALL EQUIPMENT EITHER SUPPLIED BY OWNER OR CONTRACTOR HAS BEEN INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS BY PERSONNEL TRAINED AND QUALIFIED FOR THAT SPECIFIC ITEM. SECTION I GENERAL CONDITIONS - CONTINUED PART 4 - CONTINUED 4.11 LIENS: CONTRACTOR SHALL PERMIT NO LIENS OF ANY KIND TO BE FIXED UPON OR AGAINST THE PROPERTY BY ITS LABORERS, MECHANICS OR MATERIAL MEN, AND SHALL INDEMNIFY, PROTECT AND SAVE OWNER HARMLESS FROM AND AGAINST ALL SUCH CLAIMS AND LIENS. 4.12 EQUIPMENT RESPONSIBILITY: CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, RECEIVING, UNLOADING, HANDLING AND PROVIDING PROTECTED INSIDE STORAGE FOR ALL OWNER SUPPLIED EQUIPMENT AND MATERIAL. CONTRACTOR SHALL INSPECT EQUIPMENT UPON RECEIPT AND IMMEDIATELY REPORT ANY DAMAGE DUE TO SHIPPING TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO FAILURE TO COMPLY WITH THESE REQUIREMENTS. DISPENSERS SHALL BE PROTECTED WITH SHIPPING BOXES UNTIL STORE IS TURNED OVER FOR OPENING. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ADEQUATE AND LOCKED STORAGE OF OWNER'S MISCELLANEOUS EQUIPMENT, TO INCLUDE GASOLINE CONSOLE, PRIOR TO OPENING OF THE STORE. 4.13 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING OF RECEIVING FORMS AND MISCELLANEOUS CONFIRMATION OF EQUIPMENT RECEIVING INFORMATION AS REQUIRED BY LOCAL CONSTRUCTION OFFICE. 4.14 GASOLINE CONTRACTOR SHALL PROVIDE ALL PLUMBING, WIRING, MATERIAL AND LABOR AS REQUIRED TO INSTALL OWNER SUPPLIED EQUIPMENT. INCLUDE MONEY IN BID PROPOSAL FOR INSTALLATION OF OWNER SUPPLIED EQUIPMENT UNLESS NOTED OTHERWISE. PART 5 PROTECTION 5.1 CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY LOSS OR DAMAGE CAUSED BY HIM OR HIS WORKMEN TO THE PROPERTY OR EQUIPMENT OF THE OWNER, OR TO THE WORK OR MATERIALS OF OTHER CONTRACTORS. CONTRACTOR SHALL MAKE GOOD ANY LOSS, DAMAGE OR INJURY WITHOUT COST TO OWNER FOR SUCH LOSS OR DAMAGE. 5.2 CONTRACTOR SHALL PROVIDE AND MAINTAIN SUITABLE TEMPORARY SIDEWALKS, FENCES, LIGHTS, SIGNS OR OTHER STRUCTURES AND DEVICES AS REQUIRED BY LAW, DO NOT OBSTRUCT OR INTERFERE WITH TRAFFIC IN PUBLIC STREETS, ALLEYWAYS OR PRIVATE RIGHT-OF-WAYS. IF WORK IS SUSPENDED, KEEP ALL ROADWAYS AND SIDEWALKS IN PROPER CONDITION AND PUT AND LEAVE THEM IN PROPER CONDITION AT TERMINATION OF WORK. 5.3 CONTRACTOR SHALL SEND PROPER NOTICES, MAKE NECESSARY ARRANGEMENTS AND PERFORM ALL WORK REQUIRED FOR THE CARE, PROTECTION AND MAINTENANCE OF PUBLIC UTILITIES ON AND AROUND THE BUILDING SITE, ASSUMING ALL RESPONSIBILITY AND PAYING ALL COSTS FOR WHICH THE OWNER MAY BE LIABLE. CONTRACTOR HEREBY DECLARES HE HAS VERIFIED THE LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ON SITE PRIOR TO THE START OF WORK. CONTRACTOR HEREBY AGREES TO MAKE ARRANGEMENTS FOR AND TO PAY ALL CHARGES IN CON- JUNCTION WITH THE RELOCATION'S OF EXISTING UTILITIES AS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL UTILITY EASEMENTS, HOOKUP CHARGES, TAP FEES & SYSTEM DEVELOPMENT FEES OR BONDS AS NECESSARY FOR COMPLETION OF THIS PROJECT. 5.4 IF ALL OR PART OF THE WORK IS SUSPENDED FOR ANY REASON, CONTRACTOR SHALL PROPERLY COVER OVER, SECURE AND PROTECT ANY PORTION LIABLE TO SUSTAIN INJURY FROM ANY CAUSE. 5.5 PRODUCT PROTECTION: CONTRACTOR SHALL PROVIDE ADEQUATE AND SECURE PROTECTION OF PRODUCT IN TANKS UPON DELIVERY UNTIL TURNED OVER FOR OPERATION. ALL FILL, VENT AND GAUGING CAPS AND/OR OPENINGS SHALL BE SECURED AND PADLOCKED TO PREVENT VANDALISM OR THEFT. PART 6 - SUBSTITUTION OF MATERIALS 6.1 MATERIALS AS SPECIFIED REPRESENT REQUIRED STANDARDS. SUBSTITUTION MAY BE PROPOSED IN WRITING WITH ADEQUATE SUPPORTING DATA FURNISHED. USE OF SUBSTITUTE MATERIALS IS DEPENDENT ON RECEIPT OF WRITTEN APPROVAL FROM OWNER'S APPROVED REPRESENTATIVE. PART 7 - COMPLETION OF CONTRACT 7.1 THE CONTRACT SHALL BE CONSIDERED FULFILLED, SAVE AS PROVIDED IN ANY MAINTENANCE STIPULATIONS, BOND OR BY LAW, WHEN ALL THE WORK HAS BEEN COMPLETED WITH FINAL INSPECTION AND ACCEPTANCE MADE BY ALL APPLICABLE GOVERNING BUILDING DEPARTMENTS, FIRE MARSHAL'S OR OTHER JURISDICTIONS. 7.2 NOT USED 7.3 CLEANING: 7.3.1 ALL WORK SHALL BE CLEAN AND READY FOR USE UPON COMPLETION. REMOVE TEMPORARY TAPES, WRAPPING, COATING, PAPER LABELS AND OTHER ITEMS. 7.3.2 CLEANING METHODS FOR PROPRIETARY MATERIALS SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CLEANING SOLUTIONS, AGENTS, SOLVENTS, WAXES OR OTHER MATERIALS SHALL BE ONLY AS APPROVED BY THE MANUFACTURER OF THE MATERIAL INSTALLED IN THE WORK. 7.3.3 CLEANUP: CONTRACTOR SHALL CLEAN UP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING THE PREMISES NEAT AT ALL TIMES. PART 8-CODES 8.1 THE FOLLOWING CODES ARE MADE APART OF THIS SPECIFICATION. SAID CODES SHALL DICTATE MINIMAL ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR MORE STRINGENT REQUIREMENTS WHICH SHALL TAKE PRECEDENCE: 8.1.1 NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 8.1.2 PEI MANUAL "RECOMMENDED PRACTICES FOR INSTALLATION OF UNDERGROUND LIQUID STORAGE SYSTEMS." #RP-100-96 (OR LATEST EDITION) 8.1.3 OSHA AND LOCAL MUNICIPALITIES PART 9 - WARRANTY / GUARANTEE 9.1 EXCEPT WHERE SPECIAL GUARANTEES ARE REQUIRED IN EXCESS OF ONE (1) YEAR, THE CONTRACTOR AGREES TO REPAIR AND RE -CERTIFY OR REPLACE THE DEFECTIVE COMPONENT OR ANY DEFECT IN MATERIAL OR WORKMANSHIP (BEYOND ORDINARY WEAR AND TEAR) TO THE SATISFACTION OF THE OWNER'S CONSTRUCTION MANAGER FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE, WHETHER IN HIS WORK OR IN THAT OF SUBCONTRACTOR'S, WITHOUT COST TO THE OWNER. E'1�►�_1�>�i�llZ[ei%ik1144 T1T1 PART 10 - AS BUILT PLAN AND DOCUMENTATION 10.1 UPON COMPLETION OF PROJECT CONTRACTOR SHALL PROVIDE "AS -BUILT " U T SITE PLAN VERIFYING FINAL LOCATION OF IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, PIPING, PLUMBING AND ELECTRICAL. 10.2 CONTRACTOR SHALL KEEP PHOTOGRAPHIC JOURNAL OF ALL PHASES OF THE COMPLETE INSTALLATION. PHOTOGRAPHS ARE TO BE PROPERLY DATED, IDENTIFIED AND FORWARDED TO LOCAL 7-ELEVEN, INC. CONSTRUCTION OFFICE, WITH FINAL INVOICE PACKAGE. SECTION 11 INSPECTIONS / TESTING BEFORE PLACING COMPONENTS IN THE EXCAVATION COMPONENT TEST PROCEDURE Double -walled tank Inspection and 5 psig air/soap test or Sec. 3.3, 3.57 according to manufacturer's recommendations. Piping Careful Inspection Sec. 10.3 Table below lists procedures that may be applied to storage -system components prior to placing them in the excavation. AFTER ASSEMBLY BUT BEFORE BACKFILLING COMPONENT TEST PROCEDURE New primary piping. Piping must be isolated from tank. Sec. 11.1.1 50 psig air/soap test. Secondary piping Sec. 11.2.1 5 or 10 psig air/soap test. Tank -top sumps and dispenser sumps Sec. 8.4-5 y ros a Ic es or manufacturer's recommendations. Table below lists test procedures that may be applied to storage -system components after assembly but before backfilling. TEST BEFORE PLACING THE SYSTEM IN SERVICE COMPONENT TEST PROCEDURE Double -walled storage tank Inspect tank interstice or check vacuum or liquid level (Sec. 3.6-7) Double -walled piping Tightness test primary piping Sec. 11.1.4.). Test Secondary according to Section 11.2.3 or Manufacturer's instructions. Tank shell deflection Compare before/after backfilling vertical diameter. If measurements differ, consult manufacturer's instructions for allowable variation. Leak detection sensor Ensure ability to detect alarm condition (e.g., water, product). Verify set up parameters (e.g., water, product). Automatic tank gauges Overfill prevention devices Verify that device is set at the proper height and ensure proper operation. Spill -containment manholes Check the operation of the liquid drain (if present) and the clearance between the fill -pipe cap and the manway cover. Remove liquids, trash, installation aides, etc. Impact Valves Ensure that the valve is securely anchored and that the valve mechanism operates freely. Check the level of the shear section relative to the pump island surface. Mechanical line leak detectors Test for ability to detect three gallon per hour leak according to manufacturer's instructions. Electronic line leak detectors Verify set up parameters (e.g., piping length, diameter, type). Test for ability to detect three gallon per hour leak according to manufacturer's instructions. PART 1 - GENERAL 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, SERVICES AND EQUIPMENT AS REQUIRED TO PROVIDE INSPECTION SERVICES OF THE GAS INSTALLATION. PART 2 - INSPECTIONS 2.1 INSPECTOR: 7-ELEVEN, INC. LOCAL CONSTRUCTION DEPARTMENT AND/OR APPOINTED REPRESENTATIVE SHOULD BE NOTIFIED TO OBSERVE TIGHTNESS TESTING OF PRODUCT PIPING, STAGE I & STAGE II PIPING PRIOR TO BACKFILL. 2.2 NOTIFICATION: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 7-ELEVEN'S CONSTRUCTION DEPARTMENT 48 HOURS PRIOR TO REQUESTED INSPECTION 2.3 SPILLAGE: SHOULD SPILLAGE OF PRODUCT OCCUR AT ANY PHASE OF INSTALLATION OR TESTING, LOCAL 7-ELEVEN CONSTRUCTION DEPARTMENT AND ENVIRONMENTAL DEPARTMENT ARE TO BE NOTIFIED IMMEDIATELY, ESTIMATED LOSS OF PRODUCT AS WELL AS ACTION TO BE TAKEN BY CONTRACTOR TO SAFEGUARD THE EVENT FROM FURTHER MISHAP AND TO PROTECT THE GENERAL PUBLIC IS TO BE NOTED AND RECORDED. 2.4 REPRESENTATIVE OF CONTRACTOR AND PIPING SUBCONTRACTOR SHALL BE AVAILABLE ON SITE DURING TESTING PROGRAMS. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN ANY CORRECTIONS AND/OR REPAIRS REQUIRED BEING PERFORMED BY OWNER AS REQUIRED. COST OF SAID REPAIRS AND/OR CONNECTIONS SHALL BE DEDUCTED FROM CONTRACT AMOUNT AS REQUIRED TO SATISFY THE SITUATION. 2.5 PROHIBITED WORK: CONTRACTOR SHALL SCHEDULE WORK SUCH THAT NO HEAVY EQUIPMENT IS OPERATING ON SITE DURING INSPECTION PROGRAMS. NO WELDING OR OPEN FLAMES SHALL BE ALLOWED ON SITE AT ANY TIME DURING TEST PROCEDURES. 2.6 INSTALLATION REPORTS: SHOULD 7-ELEVEN OR THEIR APPOINTED REPRESENTATIVES BE UNABLE TO BE PRESENT AT SITE FOR PURPOSES OF FILING ANY INSPECTION REPORTS, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSPECTION AND FILING OF REPORT WITH LOCAL 7-ELEVEN, INC. CONSTRUCTION OFFICE. WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF ALL PROCEDURES. 2.7 TEST FAILURE: SHOULD SYSTEM FAIL ANY PORTION OF TEST PROGRAM, CONTRACTOR SHALL IMMEDIATELY INSTIGATE PROCEDURES AS REQUIRED TO BRING SYSTEM INTO COMPLIANCE SHOULD FAILURE OF TEST DUE TO FACILITY WORK REQUIRE EXPENDITURE OF ADDITIONAL MONIES FOR RESCHEDULING AND/OR RETESTING OF SYSTEM, CONTRACTOR SHALL BE HELD RESPONSIBLE FOR COMPENSATION ACCORDINGLY. 2.8 CLEANUP: IN THE EVENT PRODUCT SPILLAGE SHOULD OCCUR DURING CONSTRUCTION OR DURING WARRANTY PERIOD DUE TO WORK PERFORMED BY CONTRACTOR, CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AS MAY BE REQUIRED. 2.9 TEST REPORT: UPON COMPLETION OF TESTING PROGRAMS, REPRESENTATIVE OF TESTING/ INSPECTION COMPANY SHALL BE RESPONSIBLE FOR FILING COPIES OF TANK AND PIPING TEST/INSPECTION REPORTS WITH LOCAL 7-ELEVEN, INC. CONSTRUCTION OFFICE OR THE OWNER'S ASSIGNED SITE MANAGER WITH COPY TO JOB SITE. c 0 4- .Q- U 0 ��, M 0 0 Proto 2nd Qtr 04-03-15 co c0 O Lo ti Cn X Z CU w 0 0 Z Z Q w > Z _ A�a� • W � 0 LL W o MOB � m 0 i O � IZ W QY a lY U) J O W Ceti�a Z ti m �N W Y � Q LL O O M (0 C N W O P 00 Z00 CO 00 O cM CO O Q m W m N U M s (n 0 1 CIO 54)imM (1)om•c88m C)2z>,wt5JCr-0) 2 7 U o° C.... N C N�V `O >o2Uc3oc0Waoi���' Q °t ° OL O n,2 O ° ai 0 ,U:Eo�O3c _ o oN YU �2 CL 000 0 .42wQoa-0NL�Y>3ofjmcu Nil O atNa.62' N dmNo9a OWfn N a0= fa p[gca}.00x°omc;� o N c" 0(3 ,`,,111111111,,I `j�0 i P• E � No 68170 - ' STATE OF r®rraear��� d SHEET: G13 FUELING - USA PERFORMANCE SPECIFICATION - CONT. E I 0 N 0 0 cl- SECTION 11 INSPECTIONS / TESTING -CONTINUED PART 3 - TANK INSTALLATION INSPECTION 3.1 SCHEDULE: CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING SCHEDULE SO TANKS ARE TESTED AND SET IN TANK HOLE SAME DAY OF DELIVERY. 3.2 EXCAVATION: ALL EXCAVATIONS SHALL BE COMPLETED WITH BEDDING MATERIAL IN PLACE AND READY FOR INSTALLATION PRIOR TO TANK DELIVERY. 3.3 ANCHORS: CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF CONCRETE ANCHORS (DEAD MAN). 3.4 STRAPS: HOLD DOWN STRAPS TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS - MINIMUM OF 4 - MORE IF REQUIRED BY MANUFACTURER (STRAPS SHALL BE SHIPPED WITH APPROPRIATE PADDING MATERIAL. 3.5 AIR TEST: TANKS SHALL BE AIR TESTED AS PER MANUFACTURER'S SPECIFICATIONS PRIOR TO PLACEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS TO PROVIDE COMPLETE AIR TEST INCLUDING, BUT NOT LIMITED TO, AIR COMPRESSOR OF SUFFICIENT SIZE AND CAPACITY, SPECIFIED SOAP MATERIAL AND ACCEPTABLE SOAP APPLICATION EQUIPMENT. 3.6 MINIMUM TESTING: DOUBLE WALL FIBERGLASS TANKS SHOULD ARRIVE AT THE JOB SITE WITH A MINIMUM OF 4" HG ON THE INTERSTICE. OBSERVE THE VACUUM HOLD TEST FOR AT LEAST ONE (1) HOUR PRIOR TO SETTING THE TANKS. SHOULD THE INTERSTICE NOT HOLD A MINIMUM 4" HG VACUUM, THEN CONTACT THE TANK MANUFACTURER IMMEDIATELY. 3.7 OBSERVATION: 7-ELEVEN'S CONSTRUCTION DEPARTMENT AND/OR REPRESENTATIVE SHALL BE RESPONSIBLE FOR INSPECTION OF AIR OR VACUUM TEST, OBSERVATION OF LIFTING, SETTING AND BURIAL OF TANKS. 3.8 TANK INSPECTION REPORT: WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF ALL PROCEDURES. PART 4 - TANK AND LINE TESTING 4.1 CONTRACTOR SHALL COMPLETE AND BE RESPONSIBLE FOR THE FOLLOWING PRIOR TO FINAL PLACEMENT OF CONCRETE AND FINAL SYSTEM TEST: 4.1.1 PIPING: ALL PIPING SHALL BE COMPLETED EXCEPT INSTALLATION OF OVERFILL PROTECTION. OVERFILL PROTECTION SHALL BE INSTALLED UPON COMPLETION OF TEST. 4.1.2 VENTS: VENT LINES SHALL BE COMPLETED UNDERGROUND AND STUBBED UP MINIMUM OF 12'ABOVE FINISHED GRADE. 4.1.3 PRODUCT LINES: ALL PRODUCT LINES SHALL BE COMPLETE WITH EMERGENCY SHUTOFF IMPACT VALVE INSTALLED AT DISPENSER BOX WITH MECHANICAL LEAK DETECTOR IN PLACE. 4.1.4 PUMPS: SUBMERSIBLE PUMPS AND LINES SHALL BE COMPLETELY INSTALLED. 4.1.6 SITE PREPARATION: CONTRACTOR SHALL PREPARE TANK AREA FOR WATER OR PRODUCT DELIVERY AND TANK TESTING PROCEDURES. 4.1.7 FILL: CONTRACTOR SHALL PROVIDE 42" MINIMUM BACK FILL OVER TANKS. 4.1.8 WATER: SHOULD WATER BE PRESENT IN TANK HOLE, CONTRACTOR SHALL VERIFY AND NOTIFY 7-ELEVEN CONSTRUCTION MANAGER OF STATUS. 4.2 AFTER PLACEMENT OF CONCRETE, A COMPLETE SYSTEM TIGHTNESS TEST INCLUDING TANKS, PRODUCT LINES, STAGE II VAPOR RECOVERY LINES, SECONDARY CONTAINMENT PIPING AND VENT LINES SHALL BE PERFORMED. TESTING SYSTEM SHALL BE AS APPROVED BY 7-ELEVEN. 7-ELEVEN WILL BE BILLED DIRECTLY FOR TESTS. CONTRACTOR TO COORDINATE & SCHEDULE. RETEST OR STAND AROUND TIME BY THE TESTING COMPANY TO BE BILLED TO CONTRACTOR. DETAILS FOR THIRD PARTY TESTING REQUIREMENTS LISTED ON G9.X SHEETS. 4.2.1 AFTER ALL UNDERGROUND PIPING AND ELECTRIC CONDUITS ARE INSTALLED AND DURING EXCAVATION BACKFILLING AND CONCRETE POURING, A CONTINUOUS HYDROSTATIC TEST SHALL BE PERFORMED ON ALL SUMPS & SPILL BUCKETS TO ENSURE TIGHTNESS AND PROPER INSTALLATION. 4.3 PRODUCT DELIVERY: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO 7-ELEVEN REPRESENTATIVE OF TEST DATE AND VERIFICATION OF NEED FOR TANKS TO BE FILLED WITH PRODUCT AND TANK MONITORING SYSTEM TO BE OPERATIONAL FOR TESTING PROCEDURES. A MINIMUM OF 72 HOURS ADVANCE NOTIFICATION WILL BE REQUIRED FOR PRODUCT DELIVERY. CHECK WITH LOCAL REGULATORY AGENCIES FOR ANY FURTHER REQUIREMENTS. 4.4 CONTRACTOR SHALL HAVE REPRESENTATIVES ON SITE TO ACCEPT AND RECORD ALL PRODUCT DELIVERIES. CONTRACTOR'S REPRESENTATIVE SHALL REMIND DELIVERY COMPANY THAT NO OVERFILL PROTECTION IS INSTALLED AND TO FOLLOW PROCEDURES FOR DELIVERY AS SITUATION DICTATES. 4.5 PRODUCT REMOVAL: ANY REMAINING PRODUCT IN VENT LINES UPON COMPLETION OF TEST SHALL BE REMOVED BY TESTING COMPANY. PART 5 - STARTUP INSPECTION 5.1 SCHEDULING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING STARTUP AND CHECK-OUT. CONTRACTOR SHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT AND APPLICABLE MAINTENANCE DEPARTMENT OFFICE A MINIMUM OF 48 HOURS PRIOR TO INTENDED FINAL STARTUP AND CHECK-OUT DATE AND TIME. 5.2 PERSONNEL: CONTRACTOR, PLUMBING SUBCONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLE ON -SITE DURING STARTUP, AS APPROVED BY 7-ELEVEN, INC. ALL STARTUPS ARE TO BE DONE BY AN AUTHORIZED MANUFACTURER'S CONTRACTOR FOR THAT PIECE OF EQUIPMENT. 5.3 STARTUP: PHYSICAL STARTUP AND CHECK-OUT OF SYSTEMS AND EQUIPMENT SHALL BE DONE BY AND AT THE DIRECTION OF 7-ELEVEN REPRESENTATIVE ONLY. CONTRACTOR SHALL NOT START OR ACTIVATE ANY EQUIPMENT WITHOUT THE SPECIFIC DIRECTIVE OF 7-ELEVEN REPRESENTATIVE. DAMAGE TO ANY 7-ELEVEN EQUIPMENT DUE TO IMPROPER INSTALLATION AND/OR UNAUTHORIZED STARTUP WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5.4 SITE COMPLETION: ALL SITE WORK, INCLUDING CONCRETE/ASPHALT PAVEMENTS, SHALL BE COMPLETE. ALL UTILITIES SHALL BE CONNECTED AND OPERATIONAL. ALL LANDSCAPING, INCLUDING SPRINKLER SYSTEMS, SHALL BE COMPLETE. 5.5 VERIFICATION: PRIOR TO SCHEDULING OF STARTUP, CONTRACTOR SHALL OBSERVE AND VERIFY CORRECTNESS AND COMPLIANCE TO 7-ELEVEN'S DRAWINGS AND SPECIFICATIONS FOR THE FOLLOWING, BUT THESE SHALL NOT COMPRISE THE TOTAL LIMIT OF THE CONTRACTOR'S VERIFICATION: 5.5.1 MAN WELLS SHALL BE PROPERLY CENTER/INSTALLED AT OVERFILLS, SUBMERSIBLES, VAPOR RECOVERY, AUTO GAUGING, OBSERVATION WELLS AND SUMP/RISER. 5.5.2 PROPER HEIGHT OF GRAVEL BACK FILL AROUND SUMP/RISERS. 5.5.3 TANK I.D. MARKERS INSTALLED IN CONCRETE AT PROPER LOCATIONS. SECTION 11 INSPECTIONS / TESTING -CONTINUED PART 5 - STARTUP INSPECTION - CONTINUED 5.5.4 ALL BRASS GOODS AND FITTINGS PROPERLY INSTALLED, TIGHT AND SECURE. 5.5.5 LEAK DETECTORS INSTALLED. 5.5.6 PROTECTED FLEX LINES PROPERLY INSTALLED WITHOUT TWIST IN INSTALLATION. 5.5.7 MANHOLE EXTENDERS PROPERLY INSTALLED AND SCREWED IN FRAME OF MANHOLE SUMP/RISERS, PROPERLY SET AND SEALED TO TANK MAN WAY OR FITTINGS AND CLEANED OUT FREE OF DEBRIS AND CONCRETE. 5.5.8 TANKS CLEAN AND FREE OF WATER. 5.5.9 ISLAND FORM INNER BOXES PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE. 5.5.10 DISPENSERS PROPERLY SET AND SECURED TO ISLAND BOX FRAME AND DISPENSER SUMPS PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE. 5.5.11 SHEAR VALVES SECURED TO FRAME WITH PROPER HARDWARE. 5.5.12 PHASE II VAPOR RECOVERY LINES STUBBED UP AND SECURED IN PROPER LOCATION. 5.513 ELECTRICAL CONDUITS SECURED WITH ALL CONNECTIONS COMPLETED. VERIFY COMPLIANCE WITH REQUIREMENTS FOR ISOLATED GROUND WIRING TO JUNCTION BOX CASING. 5.5.14 DISPENSER CANOPIES INSTALLED AND LIFTING LUGS REMOVED WITH PROPER PLUGS INSERTED. 5.5.15 ALL NOZZLES AND SWIVELS AVAILABLE ON -SITE, INSTALLED PRIOR ONLY IF REQUIRED BY GOVERNING AUTHORITIES FOR INSPECTION PURPOSES. 5.5.16 ALL INSPECTIONS BY GOVERNING AUTHORITIES COMPLETED AND SIGNED. SIGNED AND COMPLETED PERMIT CARD ON SITE. 5.5.17 ELECTRICAL DEVICES INCLUDING LIGHTS, SIGNS AND INTERCOMS PROPERLY INSTALLED, SECURED AND PLUMB. 5.5.18 ANY WIRING INSPECTION PORTS IN CANOPY COLUMNS COVERED WITH ACCEPTABLE PLATES. 5.5.19 VENT LINES PROPERLY SECURED, PROTECTED AND INSTALLED AT PROPER HEIGHT 5.5.20 VERIFICATION OF COMPLIANCE FOR TANK AND LINE TEST AVAILABLE ON SITE. 5.5.21 ALL MANHOLES FREE OF CONCRETE AND DEBRIS. 5.5.22 MANHOLE COVERS PROPERLY PAINTED. 5.5.23 ALL PAINTING COMPLETE INCLUDING CANOPY, DOWN SPOUTS, METALS AND MISCELLANEOUS METALS. 5.5.24 CONCRETE AT ISLANDS AND TANK PAD TRUE, PROPERLY SLOPED AND FINISHED WITH ACCEPTABLE RISE TO MANHOLES. 5.5.25 ELECTRICAL PANELS PROPERLY COMPLETED TO INCLUDE: (A) ONE BREAKER FOR EACH SUBMERSIBLE PUMP, DISPENSER, CONSOLE AUTO GAUGING, DISPENSER LIGHTS (ALL) AND CANOPY LIGHTS (ALL). (B) GAS PANEL CONTROLLED BY A MAIN BREAKER. (C) CONTROL BOXES AND DISTRIBUTION BOXES INSTALLED AND WIRED. (D) INTERCOM INSTALLATION COMPLETE AND PROPERLY WORKING. (E) ALL APPLICABLE CONSOLE INSTALLATION COMPLETE AND FUNCTIONAL. (F) ALL WIRING PROPERLY IDENTIFIED WITH COLOR CODED WIRING. (G) CONDUITS PROPERLY IDENTIFIED. (H) ALL BREAKERS IN "OFF" POSITION. 5.6 NOTIFICATION: CONTRACTOR SHALL VERIFY ITEMS AS INDICATED ABOVE PRIOR TO SCHEDULING OF STARTUP MONIES AND/OR TIME LOST AT STARTUP DUE TO NOW COMPLIANCE SHALL BE CHARGED TO CONTRACTOR ACCORDINGLY. 5.7 EQUIPMENT SHALL BE TESTED PER SPECIFICATIONS ON SHEET G9.2. 5.8 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT ALL TIMES. SECTION III EARTHWORK PART 1 - GENERAL 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO EARTHWORK. PART 2 - PRODUCTS 2.1 FILL MATERIAL: SHALL BE MATERIAL IN COMPLIANCE WITH TANK AND LINE MANUFACTURER'S SPECIFICATIONS. 2.1.1 PEA GRAVEL: SHALL BE CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 3/4". 2.1.2 STONE OR GRAVEL CRUSHING: SHALL BE WASHED MATERIAL WITH ANGULAR PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 1/2". 2.1.3 BACKFILL OR OTHER MATERIAL MUST BE APPROVED BY TANK MANUFACTURER. NOTE: MATERIALS MUST MEET ASTM C-33 PARAGRAPH 7.1 FOR QUALITY AND SOUNDNESS. FILL MATERIAL SHALL NOT HAVE MORE THAN 3% PASSING A #8 SIEVE. DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOT. SECTION III EARTH WORK- CONTINUED PART 3 - EXECUTION 3.1 PROTECTIONS: PROVIDE ADEQUATE SHORING, BRACING, PILING AND CRIBBING. COMPLY WITH ALL OSHA AND LOCAL REGULATIONS AS IT PERTAINS TO SAFETY. 3.2 LAYOUT: CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT AS PRESENTED IN PERMITTED PLANS AND SPECIFICATIONS. 3.3 EXCAVATION: EXCAVATE TO LINES, ELEVATIONS AND LIMITS REQUIRED BY THE DRAWINGS, PLUS SUFFICIENT DISTANCE AND SPACE TO PERMIT INSTALLATION OF TANKS. EXCAVATE AS REQUIRED, REGARDLESS OF TYPE, CONDITION OR MOISTURE CONTENT OF THE MATERIAL ENCOUNTERED. HAUL EXCESS MATERIAL OFF THE SITE AND DISPOSE OF SAME. DIMENSIONS OF TANK EXCAVATION SHALL BE MINIMAL AS ESTABLISHED BY 7-ELEVEN DRAWINGS UNLESS TANK MANUFACTURER REQUIREMENTS ARE GREATER. IF EXCAVATION MATERIAL IS FROM AN EXISTING GASOLINE FACILITY ALL MATERIALS MUST BE TESTED PRIOR TO REMOVAL. 3.4 SAW CUTTING: IF PAVING MUST BE REMOVED, THE PERIMETER OF THE TANK HOLE AND ALL TRENCHES SHALL BE CUT WITH A CONCRETE SAW. NOTE: PAVING TO BE CUT 2' BEYOND EDGES OF TANK HOLE IN ALL DIRECTIONS IN ORDER TO GIVE PROPER SUPPORT TO NEW SLAB TO AVOID SETTLING. 3.5 HAZARDOUS MATERIAL: SHOULD ROCK, WATER OR OTHER HAZARDOUS MATERIALS NOT SHOWN ON SOILS TEST BE ENCOUNTERED, LOCAL CONSTRUCTION OFFICE SITE MANAGER SHALL BE IMMEDIATELY CONTACTED FOR APPROVAL TO PROCEED. 3.6 PROTECTION: CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION WITH EARTHEN BERMS AT ALL TIMES TO PROTECT TANK HOLE AND TRENCHES FROM DRAINAGE OF SURFACE WATERS. EXCAVATIONS SHALL BE PROPERLY MARKED, PROTECTED AND BARRICADED FOR SAFETY UNTIL BACK FILL IS COMPLETE AND SURFACING FINISHED. 3.7 SHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING REQUIREMENTS FOR SHORING AND PROVIDING SAME SHOULD SITE AND/OR SOIL CONDITIONS WARRANT SAME. REFERENCE SOIL REPORT FOR CONDITIONS WARRANTING SPECIAL REQUIREMENTS. 3.8 FILLING AND BACK FILLING: PLACE APPROVED FILL MATERIAL IN STRICT ACCORDANCE WITH TANK AND PIPING MANUFACTURER'S SPECIFICATIONS. PROVIDE A 12" BED OF APPROVED BACK FILL OVER BOTTOM OF EXCAVATION PRIOR TO TANK PLACEMENT. BACK FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 12" LIFTS. 3.9 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT ALL TIMES. SECTION IV TANK INSTALLATION PART 1 - GENERAL 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE INSTALLATION OF GASOLINE STORAGE TANKS. PART 2 - PRODUCTS 2.1 TANKS: SHALL BE DESIGNED AND MANUFACTURED SO AS TO BE CORROSION PROTECTED PER EPA REQUIREMENTS. APPROVED TANKS SHALL BE: 2.1.1 DOUBLE WALL FIBERGLASS TANKS 2.2 HOLD DOWN STRAPS: SHALL BE SUPPLIED BY TANK MANUFACTURER ONLY. FIELD FABRICATED UNITS ARE NOT PART 3 - INSTALLATION 3.1 MANUFACTURING: REFER TO TANK MANUFACTURER'S CRITERIA AND SPECIFICATIONS FOR TANK INSTALLATION AND ADHERE TO AS REQUIRED. 3.2 CLEARANCES: MINIMUM CLEARANCE FOR TANKS SHALL BE AS FOLLOWS: SHOULD REQUIREMENTS OF TANK MANUFACTURER OR SOIL CONDITIONS DICTATE GREATER CLEARANCE, ADHERE TO ACCORDINGLY. 3.2.1 BOTTOM: PROVIDE MINIMUM OF 12" BEDDING MATERIAL BETWEEN BOTTOM OF EXCAVATION OR PAD AND BOTTOM OF TANK. 3.2.2 SIDES: PROVIDE MINIMUM OF 2'0" BETWEEN TANKS AND 3' FROM SIDE/END OF TANK TO WALL OF EXCAVATION. 3.2.3 TOP: PROVIDE 42" FILL MATERIAL OVER TANK PLUS 8" OF CONCRETE 3.3 TESTING: PRIOR TO INSTALLATION OF TANKS, TESTING PER MANUFACTURER'S INSTRUCTIONS SHALL BE PERFORMED ON TANK(S). ON DUAL WALL TANKS, CONSULT TANK MANUFACTURER FOR TESTING CRITERIA BUT MINIMUM 4" HG VACUUM MUST BE HELD ON INTERSTITIAL SPACE FOR AT LEAST ONE (1) HOUR. 3.4 PLACEMENT: 3.4.1 REFER TO SITE PLAN FOR TANK PLACEMENT AND PRODUCT ROTATION. 3.4.2 PRIOR TO SETTING OF TANKS, REMOVE ALL FOREIGN DEBRIS, ROCKS, CLODS, GARBAGE, ETC. FROM EXCAVATION.3.4.3 PLACE TANKS ONLY ON APPROVED FILL. DO NOT SET ON CONCRETE OR WOOD. 3.4.4 NOT USED. 3.4.5 TANKS SHALL BE BURIED TO MINIMUM DEPTH AS PER ABOVE AND AS SHOWN ON GASOLINE DRAWINGS. TANKS MAY REQUIRE GREATER BURIAL DEPTH IF INSTALLED IN REMOTE POSITION TO ALLOW FOR PROPER SLOPE ON VENT LINES,VAPOR LINES, SECONDARY CONTAINMENT PRODUCT LINES. VERIFY DEPTH AS REQUIRED. (IF BURIAL DEPTH EXCEEDS 5'-0" (60"), NOTIFY 7-ELEVEN MANAGER) c 0 :b.. CL a� cv 0 a� Proto 2nd Qtr 04-03-15 cM 0 0 LO r• QW X dW H 0 It Lf) Er. LA J Z Z qqt�� Z w J � j LL W 0 _j O W a� w �,qa. i` W Y ~ N U Q 0 0 N M W Z O Q U LL W U) Z J Lu Z) LL WIgo m Wm a WOOL- MEMNONd o r- (6 �C00 Oti o 0)o� �ita� co 0 co LO N H a0 U 0 o 0 Z o Q m w m M N U) 0 Q U 0(L)MM moc"ac��m V 2t >,o6 42 .2 WE 2 a� c �- a� m •- U �� °� �°-, os o �w no N O aO C >,.- O'-- mL N m m,por4)'a3c�Ym= O O (AL 3 C a0 O Nt ca vai=CWL �N3t>ju� w2amu,Q2_-d.2o_ OE a�NM`NN`c0 U N� O� p >`� O W O r C1 O M >,y 0 c ao >I- c 0 7ECL..0OX Ncoc� o m c•. 0Um 3-cn Q ; 6, • :�,� ftb No 68170 STATE OFAWP SHEET: G14 FUELING - USA PERFORMANCE SPECIFICATION - CONT. SECTION IV TANK INSTALLATION - CONTINUED PART 3 - INSTALLATION - CONTINUED 3.5 PLUGS: ALL UNUSED PLUGS SHALL BE REMOVED. APPLY COMPATIBLE NON -HARDENING PIPE SEALANT TO INTERNAL BUSHING THREADS. PERMANENT METAL PLUGS SHALL BE INSTALLED AT ALL UNUSED OPENINGS. 3.6 THE PLUGS IN TANK OPENINGS WHICH ARE TO BE USED SHALL NOT BE OVER TIGHTENED AS THIS MAY CAUSE THE BUSHING TO UNSCREW WITH THE PLUG. CARE SHALL BE TAKEN NOT TO CROSS THREAD OR DAMAGE THE NOW METALLIC BUSHINGS WHEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING. 3.7 WET HOLE INSTALLATION: SHOULD GROUND WATER BE PRESENT IN TANK EXCAVATIONS, 7-ELEVEN'S LOCAL CONSTRUCTION ENGINEER MUST BE NOTIFIED. 3.7.1 WELL POINT: WATER SHALL BE KEPT AT LOWEST POSSIBLE POINT BY WELL POINT SYSTEM(S) AND PROPERLY SIZED PUMP(S). 3.7.2 ANCHORS: DEAD MAN AS PER TANK MANUFACTURER'S RECOMMENDATIONS. PLACE 6" FROM OUTSIDE VERTICAL LINE OF TANK(S) AS DENOTED ON DRAWINGS. 3.7.3 TIE DOWNS: SUPPLIED BY TANK MANUFACTURER. 3.7.4 TAKE-UP FIXTURE & TURNBUCKLE: TO REMOVE CABLE SLACK, UTILIZE THE TAKE-UP FIXTURE FOR 8' DIA. TANK: MIN SIZE 26" MAX SIZE 43". WEIGHT 16 LB. 3.7.5 STRAP PLACEMENT: AS PER TANK MANUFACTURER'S SPECIFICATIONS. 3.7.6 COATING: COVER ALL NON -GALVANIZED HARDWARE WITH TWO (2) COATS OF ASPHALT IMPREGNATED WITH WATERPROOFING PRIOR TO PLACEMENT OF BACKFILL. 3.8 LIFTING: TANKS SHALL BE LIFTED ONLY AS PER MANUFACTURER'S RECOMMENDATIONS, UTILIZING LIFTING LUGS PROVIDED ON TANKS. TANKS SHALL NOT BE ROLLED, DROPPED OR WRAPPED WITH CHAINS. EQUIPMENT OF SUFFICIENT SIZE, DESIGN AND LIFT CAPACITY SHALL BE UTILIZED FOR SETTING OF TANKS. SHOULD TANKS BE BUMPED, DENTED,DROPPED OR MISHANDLED IN ANY WAY, INSTALLATION SHALL BE HALTED AND TANK MANUFACTURER'S REPRESENTATIVE IMMEDIATELY CONTACTED FOR RE -CERTIFICATION OF TANKS. CONTACT LOCAL CONSTRUCTION OFFICE OR SITE MANAGER IMMEDIATELY UPON NOTICE OF QUESTIONABLE HANDLING OF TANKS OR NOTABLE DAMAGE THERETO. 3.9 BACK FILL PLACEMENT: ONCE TANKS ARE PROPERLY SET IN PLACE, CAREFULLY BACK FILL ENTIRE EXCAVATION, HAND SHOVELING AND TAMPING ALONG BOTTOM OF TANK(S) SO THEY ARE EVENLY SUPPORTED AROUND BOTTOM. SPECIAL ATTENTION SHALL BE PAID TO BOTTOM QUARTER POINTS ELIMINATING ANY VOIDS IN FILL AT THESE POINTS. DO NOT DROP BACK FILL FROM HIGH DISTANCE ONTO TANKS. TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE DENSITY. 3.10 BALLASTING: IF GROUND WATER IS PRESENT, TANKS SHALL BE FILLED WITH BALLAST (WATER) TO AVOID SHIFTING MOVEMENT. COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST. DO NOT INSTALL SUBMERGIBLE PUMPS IN TANKS FILLED WITH WATER. DO NOT BALLAST TANKS ABOVE LEVEL OF BACKFILL. 3.11 PROTECTION: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION FOR TANK EXCAVATION FROM SURFACE WATERS WITH DAMS, BERMS, OR OTHER MEANS PENDING COMPLETION OF INSTALLATION. EXCAVATION SHALL BE MARKED AT ALL TIMES WITH LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE. WATER SHALL NOT BE ALLOWED TO ACCUMULATE IN EXCAVATION. DE -WATER AS REQUIRED TO MAINTAIN EXCAVATION AS DRY AS POSSIBLE. SECTION V CONCRETE PART 1 - GENERAL 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO CONCRETE. PART 2 - PRODUCTS 2.1 MATERIALS: 2.1.1 AIR ENTRAINING AGENT: ASTM C 260-60-T. "PROTEX" MANUFACTURED BY PROTEX INDUSTRIES OR APPROVED EQUAL. 2.1.2 PORTLAND CEMENT: CONFORM TO ASTM C-150 TYPE I; TYPE II WHERE WATER SOLUBLE SULFATES ARE PRESENT. 2.1.3 AGGREGATES: CONFORM TO ASTM C-33. 2.1.4 WATER: SHALL BE CLEAN AND POTABLE. 2.1.5 SAND: CONFORM TO ASTM C-144. 2.1.6 STEEL REINFORCING: CONFORM TO ASTM A-615, GRADE 60 (EXCEPT WHERE NOTED OTHER WISE) YIELD STRENGTH 60,000 PSI. 2.1.7 ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACES, ETC., SHALL BE COLD DRAWN WIRE WITH HEIGHTS REQUIRED. BAR SUPPORTS FOR CONCRETE RESTING ON EARTH OR GRAVEL SHALL BE PRE CAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS NO. HCP WITH WELDED PLATES ON BOTTOM AS MANUFACTURED BY HOHMANN & BERNARD, INC. 2.1.8 FORMS: CLEAN, STRAIGHT LUMBER OF MOISTURE RESISTANT PLYWOOD. KNOT HOLES, DEFORMATIONS, ETC., SHALL NOT BE ALLOWED. 2.1.9 EXPANSION JOINT FILLERS: ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO ASTM D-60-T. USE 1/2" THICK OR AS INDICATED ON DRAWINGS. TOP OF JOINT MATERIAL SHALL BE SET 1/2" BELOW TOP SURFACE OF SLAB. FILL VOID WITH GASOLINE RESISTANT SEALER. 2.1.10 CALCIUM CHLORIDE: NOT PERMITTED. 2.2 CONCRETE PROPORTIONS: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL GUARANTEE CONCRETE STRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS, OR REQUIRED OTHERWISE BY CODES, SHALL BE DESIGNED FOR 4,000 PSI STRENGTH AT 28 DAYS WITH NOT LESS THAN 5 1/2 BAGS OF CEMENT PER CUBIC YARD OF CONCRETE. NOT MORE THAN 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A 4" SLUMP. AIR CONTENTS SHALL RANGE BETWEEN 4% AND 7%. SECTION V CONCRETE - CONTINUED PART 3 - EXECUTION 3.1 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS BY MEANS OF LINE AND GRADE STAKES AND SCREEDS. 3.2 FORM WORK: BUILD FORMS TO CONFORM TO SHAPE, LINES AND DIMENSIONS OF CONCRETE MEMBERS. BRACE AND SECURE TO WITHSTAND PLACING OF CONCRETE AND MAINTAIN THEIR SHAPES AND POSITIONS. MAKE FORMS SUFFICIENTLY TIGHT AND SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE. ASSEMBLE FORMS IN SUCH A MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE. FORMS SHALL BE IN OR NEAR NEW CONDITION; CLEAN, SMOOTH AND WITHOUT INDENTATIONS OR BENDS. INSTALL SLEEVES, MANHOLES, CAPS, BOXES AND POSTS IN PROPER LOCATIONS AND HEIGHTS. EXPANSION JOINTS SHALL CONSIST OF FILLER STRIPS INSTALLED WITH TOP AT ELEVATIONS OF FINISHED CONCRETE. NEATLY FINISH EDGES OF EXPOSED CONCRETE ALONG JOINTS WITH A SLIGHTLY ROUNDED EDGING TOOL. 3.3 REINFORCEMENT: FURNISH AND INSTALL ALL REINFORCING STEEL INDICATED ON DRAWING METAL REINFORCEMENT AT THE TIME CONCRETE IS PLACED, SHALL BE FREE FROM COATINGS WHICH WILL DESTROY OR REDUCE THE BOND. METAL REINFORCEMENT SHALL BE STORED SO AS TO PREVENT FREEZING FOR A MINIMUM OF 48 HOURS PRIOR TO PLACEMENT ALL REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS OF ACI. METAL REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. SPLICES IN ADJACENT BARS SHALL BE LAPPED 36 DIAMETERS AT CORNERS AND SPLICES, AS REQUIRED. 3.4 MIXING AND TRANSPORTING CONCRETE: CONCRETE SHALL BE READY MIXED AND SHALL MEET REQUIREMENTS OF ASTM C-94 FOR MIXING AND DELIVERY. FURNISH DUPLICATE DELIVERY TICKETS OF EACH TRUCK LOAD TO OWNER'S LOCAL CONSTRUCTION OFFICE WHEN REQUIRED. TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES, AIR ENTRAINMENT (IF ANY) AND BRAND OF CEMENT. NOTE AMOUNT OF WATER ADDED AT JOB. 3.5 PLACING CONCRETE: 3.5.1 NOTIFICATION: THE CONTRACTOR SHALL NOTIFY THE OWNER'S LOCAL CONSTRUCTION OFFICE AT LEAST 48 HOURS BEFORE PLACING ANY CONCRETE. THE CONTRACTOR SHALL NOTIFY ALL TRADES AFFECTED BY CONCRETE PLACEMENT C NT AT LEAST 24 HOURS BEFORE PLACING ANY CONCRETE IN ORDER THAT TRADES AFFECTED MAY INSTALL REQUIRED BLOCKING, SLEEVED, POCKETS, ETC. 3.5.2 PROTECTION: PROTECT ALL WORK OF OTHER TRADES AS REQUIRED. 3.5.3 WETTING: THOROUGHLY WET FORMS AND DAMPEN SAND CUSHIONS BEFORE PLACING CONCRETE. 3.5.4 PLACING: PLACE ALL CONCRETE IN ACCORDANCE WITH ACI 614. MINIMUM CONCRETE COVER OVER REINFORCEMENT SHALL CONFORM TO ACI 318. USE HANDLING EQUIPMENT AND METHODS TO INSURE A CONTINUOUS FLOW FROM MIXER TO PLACE OF DEPOSIT SPACE, TAMP AND MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE TO COMPACT THOROUGHLY AND ELIMINATE VOIDS. DO NOT ALLOW FREE FALL OF CONCRETE TO EXCEED 5'. 3.6 FINISHING CONCRETE: 3.6.1 SLABS SHALL BE A TRUE PLANE SURFACE WITH NO DEVIATION IN EXCESS OF 1/4" WHEN TESTED WITH A 10' STRAIGHTEDGE AT T INTERVALS IN BOTH DIRECTIONS. SCREED AND FLOAT CONCRETE FOR SLAB WITH STRAIGHT EDGES TO BRING SURFACE TO REQUIRED FINISHED LEVEL. WOOD FLOAT CONCRETE WHILE STILL GREEN TO A TRUE, EVEN SURFACE WITH NO COARSE AGGREGATE VISIBLE. AFTER SURFACE MOISTURE HAS DISAPPEARED, STEEL TROWEL SURFACE TO A SMOOTH, EVEN FINISH, FREE FROM BLEMISHES AND TROWEL MARKS. AFTER TROWELING, BRUSH SURFACE OF CONCRETE WITH BRISTLE BROOM TO RESULT IN A MEDIUM, UNIFORM, NON -SLIP TEXTURED SURFACE. STROKE CROSSWISE TO LENGTH. 3.7 CURING: UTMOST CARE SHALL BE TAKEN TO ACHIEVE A UNIFORM, PROTECTIVE CURE FOR ALL SLABS. DO NOT USE CALCIUM CHLORIDE. CURING METHODS SHALL CONFORM TO ACI STANDARD 605-99 AND ACI STANDARD 306-66. 3.8 REMOVAL OF FORMS: DOT NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO SUPPORT ANY SUPERIMPOSED LOADS. 3.9 PATCHING: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER. 3.10 TEMPERATURE: 3.10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS THAN 40 DEGREES FAHRENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND 70 DEGREES FAHRENHEIT FOR MINIMUM OF 72 HOURS. 3.10.2 HOT WEATHER: MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING, FOG SPRAY, SPRINKLING, PONDING OR WET COVERING IN ADVANCE OF PLACEMENT. TAKE SUCH PROTECTIVE MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING OPERATIONS WILL ALLOW. 3.11 TESTING: CONCRETE TESTS SHALL BE ORDERED AT THE DISCRETION OF THE OWNER'S CONSTRUCTION MANAGER. THE OWNER SHALL PAY FOR ALL CONCRETE TESTING. COMPACTION TESTS SHALL BE REQUIRED PRIOR TO PLACEMENT OF ANY CONCRETE ON GRADE. CONTRACT OWNER'S ENGINEERING SERVICES FOR COMPACTION TESTING TESTS. TESTS WILL BE PAID FOR BY OWNER. 3.12 THICKNESS: 3.12.1 SLAB OVER TANKS SHALL BE 8" CONCRETE SLAB WITH #3 REINFORCING BARS AT 12" OC EACH WAY ON 3" SADDLES (CHAIRS). ADDITIONAL REINFORCING AROUND MANHOLES IN UPPER PORTION OF THE TANK SLAB SHALL BE ON 5" SADDLES (CHAIRS). 3.12.2 CANOPY SLABS SHALL BE 6" CONCRETE. REINFORCEMENT SHALL BE #31S AT 18" OC EACH WAY. REINFORCEMENT SHALL BE ON 2" SADDLES (CHAIRS). 3.13 CANOPY FOOTINGS: CANOPY FOOTINGS SHALL BE INSTALLED BY GENERAL GASOLINE CONTRACTOR AS PER SHOP DRAWINGS SUPPLIED BY THE CANOPY COMPANY. ALL MATERIALS SHALL BE EQUAL TO OR BETTER THAN SPECIFIED ELSEWHERE IN THIS SECTION. 3.14 PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT ALL CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER, INCLUDING EXCESSIVE LOADING, SHIPPING, CRACKING, STAINING, PAINT SPLATTERS, ETC. THE OWNER EXPECTS EXPOSED CONCRETE SURFACES TO BE CLEAN AND OF UNIFORM COLOR AND TEXTURE AT COMPLETION OF THE PROJECT. REPLACE ANY CONCRETE DAMAGE DURING CONSTRUCTION. 3.15 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS. SECTION VI PIPING PART 1 - GENERAL 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO A COMPLETE PLUMBING SYSTEM FOR A GASOLINE INSTALLATION. PART 2 - PRODUCTS 2.1 PRODUCT PIPING: PRODUCT PIPING AND FITTINGS SHALL BE DOUBLE WALL RIGID FIBERGLASS PIPING AS SPECIFIED BY 7-ELEVEN. PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM DISPENSER ISLAND TO STP SUMP. 2.2 VENT PIPING: PIPING SHALL BE FIBERGLASS PIPE. VENT LINE RISERS SHALL BE GALVANIZED PIPE AND EXTEND 4' ABOVE ADJACENT STRUCTURE OR 12'-0" ABOVE FINISHED GRADE. VENT LINE RISERS SHALL NOT BE INSTALLED ON BUILDING UNLESS APPROVED IN WRITING. 2.3 STAGE II VAPOR RECOVER PIPING: PIPING SHALL BE FIBERGLASS. PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM DISPENSER ISLAND TO TANK. 2.5 BACK FILL: ALL MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL AND AS PER MANUFACTURER'S SPECIFICATIONS. PART 3 - INSTALLATION 3.1 ALL PRODUCT PIPING AND SPECIALTIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND STATE AND LOCAL CODES. F CONDITIONS, 3.2 THE DRAWINGS ARE DIAGRAMMATIC AND THE FINAL ARRANGEMENT OF THE WORK SHALL SUITFIELD THE CHARACTERISTICS OF THE MATERIALS USED, AND THE INSTRUCTIONS OF THE CONSTRUCTION MANAGER. VERIFY ALL DIMENSIONS IN THE FIELD. ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER OPERATION, MAINTENANCE, SERVICE AND REPAIR OF THE WORK. 3.3 LOCATE, IDENTIFY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK BEFORE STARTING EARTHWORK OPERATIONS. IF UTILITIES ARE TO REMAIN IN PLACE PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK PROCEDURES. 3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION, CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTIONS AS TO PROCEDURE. COOPERATE WITH THE OWNER AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN SATISFACTORY CONDITION. 3.5 VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES, VAPOR RECOVERY ADAPTERS AND AUTO GAUGING ADAPTATIONS SHALL BE A 4" DIAMETER PIPE. 3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER, AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICE HAS BEEN PROVIDED. 3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR RUN-OFF AREA. DO NOT USE TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY DRAINAGE DITCHES. REMOVE ALL TRASH, DEBRIS AND FOREIGN MATERIAL FROM TRENCHES PRIOR TO PLACING PIPING MATERIAL. 3.8 ALL PRODUCT, VAPOR RECOVERY AND VENT LINES SHALL SLOPE UP FROM TANKS. A MINIMUM OF 2" IN 8' (1/8" /FT) WITH NO SAG OR TRAPS. LINES SHALL BE IN TRENCHES WITH A MINIMUM OF 6" OF BACK FILL MATERIAL BELOW AND ON EITHER SIDE AND A MINIMUM OF 18" OF BACK FILL MATERIAL ABOVE. 3.9 SUBMERGED PUMP, FILL PIPE, AUTO GAUGING ADAPTERS AND VAPOR RECOVERY ADAPTER SHALL BE LOCATED AT TANK OPENINGS AS SHOWN ON DRAWINGS. 3.10 FILL PIPE SHALL HAVE OVER SPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON DRAWINGS. 3.11 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE. FILL PIPE AND VAPOR RECOVERY RISER SHALL BE CUT TO THE PROPER LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN 5" (+ OR - 1") OF THE TOP OF THE MANHOLE. 3.12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS. 3.13 REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LINES UNDER EACH DISPENSER AND SECURED TO THE DISPENSER BOX. THESE VALVES MUST BE INSTALLED WITH THE SHEAR SECTION FLUSH AT THE TOP OF THE DISPENSER SUMP, AS DENOTED ON PLANS. 3.14 AFTER ALL PIPING IS COMPLETE AND PRIOR TO BACK FILLING, ALL PIPING INCLUDING VENT LINES SHALL BE ISOLATED FROM THE TANK AND TESTED PER MANUFACTURER'S TESTING INSTRUCTIONS. 3.15 IF SUBMERGED, PUMP RISER IS TO BE LENGTHENED, THE PROPER 4" THIN WALL RISER AS PRODUCED BY MANUFACTURER SHALL BE USED. 3.16 ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT LIST. REFER TO LIST OF MATERIALS SUPPLIED BY OWNER. 3.17 OBSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED. WELLS ARE TO BE POSITIONED IN EXCAVATION HOLE PRIOR TO PLACING BEDDING MATERIAL AND SUPPORTED TO REMAIN VERTICAL DURING BACK FILL OPERATIONS. BOTTOM OF OBSERVATION WELL(S) SHALL BE 12" MINIMUM BELOW THE BOTTOM OF TANK EXCAVATION PIT. TOP OF PIPE TO TERMINATE IN 12" DIAMETER OBSERVATION BOX. SLOTTED SAMPLE WELL MATERIAL SHALL BE FURNISHED BY CONTRACTOR. LOCKING CAPS AND KEYED ALIKE LOCKS PROVIDED TO 7-ELEVEN, INC. REPRESENTATIVE. 3.18 CODES: THE NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, & NFPA 30A AUTOMOBILE AND MARINE SERVICE STATION CODE. IS BY REFERENCE MADE A PART OF THIS SPECIFICATION. SAID CODE SHALL DICTATE MINIMUM ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR MORE STRINGENT REQUIREMENTS WHICH 3.19 STARTUP: PRIOR TO STARTUP AND CHECK-OUT OF SYSTEM, PRODUCT LINES SHALL PASS HYDROSTATIC LINE TEST. ALL SITE IMPROVEMENTS. INCLUDING PAVEMENTS AND UTILITIES, SHALL BE COMPLETED PRIOR TO THIS TEST. 3.20 INSPECTIONS: PLUMBING INSPECTION SHALL BE PERFORMED BY 7-ELEVEN, INC.'S APPOINTED REPRESENTATIVE. 3.21 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES. c 0 4- C. lal a� 0 m Proto 2nd Qtr 04-03-15 m co 0 LO Q� X Uw LOWM Z Z Z > W �WJ �?LL < M p cn _j / W r < J 0 w � CL ~0W W N Q 2 0 0 N cM U) Z O a U LL U Z J D LL ui oC -wall 0 m W 'kin � o CD O13 Il to IX U) 04 oo U o O 00 0 z O M G7 to QUl m W m N it U a N - m .0 to 0 U cc a� >,� N O O C� W o 0 U v -0� 2t'9 0� O tAw O O N H n�-31Ku;>;oo 0d 3€a NOU�N•'�`"� ANC cn r�o�,Q��-B0O'Z- of Ew"O250'6 �06-r0 0 0--. .O. aln j: 00 0 M X O N 0 cc N AC;O `,ttt11 Vigil NO 68170 r • � 11 STA'i E OF •:��/: o R 1 *44 Of4 AL- e%%%�� ,�lQ A/To SHEET: G15 FUELING - USA PERFORMANCE SPECIFICATION - CONT. A W ' =u') C.D� � h � h O M W mZ o� WZ z 3 �o SECTION VI ELECTRICAL WORK PART 1 - GENERAL 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE FURNISHING AND INSTALLATION OF COMPLETE ELECTRICAL WORK INCLUDING: 1.1.1 ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM, INCLUDING CONDUITS, PANEL BOARD OUTLET BOXES, WIRING, SWITCHES, OUTLETS, ETC. 1.1.2 CONDUIT AND WIRING SYSTEM FOR INTERCOM. 1.1.3 WIRING SYSTEM TO SERVE ALL ELECTRIC -USING DEVICES, LIGHTING FIXTURES, PUMPS, CONTROL EQUIPMENT, DISPENSERS, DEVICES AND OTHER CURRENT CONSUMING EQUIPMENT. 1.1.4 POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT. 1.1.5 ALL CONDUITS, CONNECTIONS, WIRE AND STUB -OUTS FOR FASCIA SIGN(S) (WHEN SHOWN), CANOPY LIGHTS, PRICE SIGN(S) AND CANOPY MOUNTED FLOOD LIGHTS. 1.1.6 CONDUITS AS MAY BE SHOWN FOR "FUTURE EQUIPMENT' ON DRAWINGS. 1.1.7 ALL TRENCHING, EXCAVATIONS AND BACK FILL AS REQUIRED IN CONJUNCTION WITH ELECTRICAL WORK. 1.1.8 INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED IN THE SPECIFICATIONS, BUT WHICH ARE REQUIRED TO PROVIDE COMPLETE ELECTRICAL SYSTEMS IN CONFORMANCE WITH REQUIREMENTS OF LOCAL CODES AND ORDINANCES AND THE NATIONAL ELECTRIC CODE. 1.2 CODES AND REGULATIONS: COMPLY WITH LATEST REQUIREMENTS OF LOCAL UTILITY COMPANY, LOCAL, STATE, OSHA, NATIONAL ELECTRIC CODES, NATIONAL FIRE PROTECTIVE ASSOCIATION AND LOCAL ELECTRICAL INSPECTION AUTHORITY. REPORT TO OWNER IMMEDIATELY ANY DISCREPANCIES BETWEEN DRAWINGS AND CODES. PROVIDE INSTALLATION SUPERIOR TO CODE WHERE SO INDICATED ON DRAWINGS AND SPECIFIED HEREIN. 1.3 PERMITS, FEES, TAXES: ARRANGE AND PAY FOR ALL NECESSARY PERMITS, FEES, AND TAXES. 1.4 PROGRESS OF WORK: SCHEDULE WORK WITH THAT OF OTHER TRADES AND IN RELATION TO ENTIRE INSTALLATION SO THAT THE ENTIRE PROJECT CAN BE COMPLETED PER CONSTRUCTION SCHEDULE. 1.5 CUTTING AND REPAIRING: PROVIDE ALL CUTTING, CHANNELING, PATCHING, ETC. AS NECESSARY FOR ELECTRICAL WORK UNDER DIRECTION OF GENERAL CONTRACTOR. WORK FOUND TO BE DEFECTIVE OR INCORRECTLY INSTALLED IS TO BE CORRECTED AT THE DIRECTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. MAKE REPAIR WORK TO BE DONE BY SKILLED CRAFTSMEN IN TRADES INVOLVED, BUT PAID FOR THE ELECTRICAL SUBCONTRACTOR. PART 2 - PRODUCTS 2.1 IDENTIFICATION OF EQUIPMENT AND WIRING: PROVIDE IDENTIFICATION WITH DYMO TAPE OR EQUAL FOR ALL SERVICE ENTRANCE AND DISTRIBUTION EQUIPMENT INCLUDING MAIN SWITCH GEAR, PANELS, DISCONNECT SWITCHES, CONDUITS, ETC., AND FOR MOTOR FEEDERS INCLUDING SWITCHES, STARTERS AND MOTORS. 2.2 LIGHT FIXTURES: TO BE PROVIDED BY OWNER. 2.3 CONDUITS: PROVIDE THE FOLLOWING TYPES OF RACEWAYS IN ACCORDANCE WITH THE SPECIFIC APPLICATION OF LOCATION INDICATED. 2.3.1 RIGID NONMETALLIC CONDUIT (RNC) IS ALLOWED FOR UNDERGROUND RUNS IF CONDUIT IS BURIED AT A MINIMUM OF 2' WITH THE EXCEPTION OF THE LAST 2' OF THE UNDERGROUND RUN WHERE AHJ ALLOWS. LAST 2' WILL BE PVC COATED GALVANIZED STEEL. PVC COATED GALVANIZED STEEL FOR WIRING RUNS EXPOSED TO THE WEATHER; FOR ENCLOSING MAIN GROUNDING CONDUCTOR: WHERE REQUIRED FOR MECHANICAL PROTECTION OR WHERE SPECIFICALLY INDICATED. USE ONLY ROB ROY CONDUIT TYPES "PERMA-COAT', "PLASTI-BOND" OR "KORKAP" ELECTRICAL CONDUITS AT FIBERGLASS TANK SUMPS OR WHERE BRAVO F-17-RR OR F-10-RR ENTRY FITTINGS ARE CALLED OUT. STP POWER CONDUITS MUST BE RUN IN SEPARATE RACEWAY. ENTIRE WIRING RUN MUST BE IN RIGID PVC COATED GALVANIZED STEEL CONDUIT (NO PVC OR RNC CONDUIT ALLOWED). 2.3.2 SEAL -OFFS: WHERE CONDUITS EXIT FLOOR OR CONCRETE AT DISPENSERS, AUTO GAUGING AND SUBMERSIBLE PUMPS. 2.3.3 N.E.C. APPROVED WEATHER PROOF WIRE PULL BOX. SECTION VII ELECTRICAL WORK- CONTINUED PART 3 - EXECUTION 3.1 GENERAL: COORDINATE TIME SCHEDULES, INSTALLATION, HOOKUPS AND MISCELLANEOUS PROCEDURES WITH ALL OTHER TRADES THAT WILL BE INVOLVED TO EXPEDITE THE COMPLETION OF THE CONTRACT. THE ELECTRICAL SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROPER INSTALLATION OF THE ELECTRICAL WORK. 3.2 CONDUITS: FURNISH AND INSTALL A COMPLETE OVERALL CONDUIT RACEWAY SYSTEM FOR ALL WIRING AND CONDUCTORS. PROVIDE SIZES AND RACEWAYS AS INDICATED ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE FOR CONDUCTORS TO BE CONTAINED. ALL RACEWAYS SHALL CONFORM TO THE FOLLOW REQUIREMENTS: 3.2.1 CONCEAL ALL CONDUIT RUNS EXCEPT WHERE EXPOSED RUNS ARE AUTHORIZED BY OWNER'S CONSTRUCTION MANAGER IN WRITING. 3.2.2 ACTUAL CONDUIT RUNS ARE NOT GENERALLY INDICATED; CONDUITS AT TANKS SHALL NOT CROSS OVER TANKS. PLACE CONDUIT THROUGH EACH END OF TANK EXCAVATION AND PLACE FIELDS PARALLEL WITH AXIS OF TANKS. 3.2.3 CLEAN AND DRY ALL RACEWAYS THOROUGHLY BEFORE CONDUCTORS ARE PULLED IN. 3.2.4 FLASH AND COUNTER FLASH CONDUITS WHICH PENETRATE THE CANOPY DECKING. 3.2.5 PROVIDE SEAL -OFF FITTINGS WHERE CONDUIT RUNS ENTER OR LEAVE HAZARDOUS AREAS OF DISSIMILAR CONDITIONS SUCH AS TEMPERATURE, HUMIDITY, ETC. 3.2.6 FURNISH AND INSTALL COMPLETE RACEWAY SYSTEM, INCLUDING CONDUITS AND OUTLETS, AS INDICATED AND AS REQUIRED FOR INTERCOM SYSTEM, GAS PRICE SIGNS, SECURITY LIGHTING AND CANOPY LIGHTING SYSTEM, AND LIGHTED FASCIA SYSTEM WHERE APPLICABLE. CONDUIT AMOUNTS AND SIZES SHALL BE AS SHOWN ON GASOLINE DRAWINGS. ADDITIONAL CONDUITS AND CIRCUITS WILL BE REQUIRED FOR LIGHTED FASCIA SYSTEMS. PROVIDE AS REQUIRED. 3.3 LIGHTING: INSTALL ALL LIGHTING FIXTURES AND LAMPS AS INDICATED ON DRAWINGS. SECURELY MOUNT ALL FIXTURES; PROVIDE ALL ADDITIONAL HANGERS AND SUPPORTS AS NECESSARY TO SECURELY FASTEN AND SUPPORT FIXTURES. CLEAN ALL FIXTURES AND LAMPS UPON COMPLETION OF THE PROJECT. CONTRACTOR SHALL VERIFY AMOUNT AND TYPE OF ISLAND/CANOPY LIGHTING SYSTEMS. SHOULD ADDITIONAL CONDUITS/CIRCUITS BE REQUIRED, VERIFY THROUGH LOCAL CONSTRUCTION OFFICE AND PROVIDE AS REQUIRED. 3.4 SIGNS AND LIGHTED FASCIA: VERIFY FINAL LOCATIONS AND TYPE WITH OWNER. FURNISH AND INSTALL ALL CONDUITS AND WIRES WITH STUB -OUTS AS DIRECTED. MAKE FINAL CONNECTIONS AS REQUIRED. 3.5 OUTLETS: COORDINATE LOCATION OF ALL ELECTRICAL EQUIPMENT, INCLUDING INTERCOM OUTLETS, SWITCHES, RECEPTACLES, CONTROLLERS, PANEL BOARDS, SWITCH GEAR, ETC., TO AVOID INTERFERENCE AND OBSTRUCTIONS WITH EQUIPMENT OF OTHER CRAFTS AND TRADES SO THAT ELECTRICAL EQUIPMENT WILL NOT BE BLOCKED OR MADE INACCESSIBLE OR IMPERMEABLE. PROVIDE WEATHERPROOF OUTLETS WHERE EXPOSED TO THE WEATHER OR TO MOISTURE. 3.6 ISOLATED GROUND: IT IS MANDATORY THAT GASOLINE EQUIPMENT REQUIRING ISOLATED GROUND SHALL BE PROVIDED WITH SAME. MINIMUM CIRCUITS REQUIRED, BUT NOT LIMITED TO, SHALL BE: INTERCOM, GAS CONSOLE AND GASOLINE TANK MONITORING SYSTEM. 3.7 EXCAVATION AND BACK FILLING: ALL EXCAVATION AND BACK FILLING NECESSARY FOR THE INSTALLATION OF ELECTRICAL WORK SHALL BE INCLUDED IN THIS SECTION AND COMPLY WITH SECTION III, EARTHWORK. 3.8 OPERATING AND ACCEPTANCE TESTS: 3.8.1 CONDUCT OPERATING TEST ON ENTIRE ELECTRICAL INSTALLATION; ALL SYSTEMS MUST BE COMPLETE AND IN GOOD OPERATING ORDER. REFER TO STARTUP AND FINAL CHECK-OUT OF SYSTEM COVERED ELSEWHERE. DO NOT START OR OPERATE EQUIPMENT WITHOUT SPECIFIC DIRECTIVES OF OWNER'S SPECIFIED REPRESENTATIVE. ANY DAMAGE TO OWNER'S EQUIPMENT DUE TO DEFECTIVE INSTALLATION AND/OR OPERATION WILL BE THE RESPONSIBILITY OF THAT SUBCONTRACTOR FOR CORRECTION, REPLACEMENT AND/OR MONETARY COMPENSATION AS REQUIRED. 3.8.2 MAKE INSULATION TESTS ON MAIN SERVICE EQUIPMENT AND ALL FEEDERS AND PANELBOARDS. 3.8.3 TEST GROUND: RESISTANCE TO GROUND SHALL NOT EXCEED 25 OHMS. 3.8.4 INSPECT ALL PANELBOARDS. ALL CONNECTIONS MUST BE TIGHT AND SECURE. 3.9 "AS -BUILT' DRAWINGS: FURNISH OWNER'S CONSTRUCTION MANAGER WITH ONE SET OF MARKED -UP PRINTS (HARDCOPY) AND ALSO IN AUTO CAD 2004 COMPATIBLE DRAWING FILE FORMAT (.DWG) SHOWING "AS -BUILT' INSTALLATION. 3.10 FINAL ACCEPTANCE: UPON COMPLETION OF WORK, PRESENT CERTIFICATE OF APPROVAL OF LOCATION OR GOVERNING INSPECTION AUTHORITY. 3.11 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES. SECTION VIII CONTINUED PART 2 - PRODUCTS 2.1 PAINT MANUFACTURERS AND PRODUCTS: PAINTING SYSTEM AS SPECIFIED HEREIN IS BASED ON PRODUCTS OF THE GLIDDEN COATING & RESINS COMPANY, A DIVISION OF SCM CORPORATION. HOWEVER, EQUAL PAINTING SYSTEMS OF PRATT & LAMBERT, PPG INDUSTRIES AND BENJAMIN MOORE WILL BE CONSIDERED. 2.2 PAINTING COATS AND PRODUCTS: SUPPLIED BY CONTRACTOR 2.2.1 PAINT ALL MANHOLES COVERS AND 4" SURROUNDING CONCRETE, INSIDE AND OUT, IN ACCORDANCE WITH STANDARD INDUSTRY COLOR CODE AS SHOWN: API COLOR CODES: OBSERVATION WELL AND ALL OTHERS UNLEADED REGULAR UNLEADED PREMIUM UNLEADED REGULAR W/EXTENDER UNLEADED PREMIUM W/EXTENDER DIESEL VAPOR RECOVERY KEROSENE 2.2.2 PAINT FASCIA SIGN FRAMES. BLACK WHITE W/BLACK CROSS RED W/WHITE CROSS WHITE W/BLACK CROSS & BLACK BAND RED WfWHITE CROSS & WHITE BAND SOLID YELLOW SOLID ORANGE SOLID BROWN PAINT GLOSSY WHITE - 2 COATS. PART 3 - EXECUTION 3.1 PROTECTION: COVER ENTIRE CONCRETE SURFACES. NO PAINT OR SOLVENT SHALL BE ALLOWED TO COME IN CONTACT WITH CONCRETE SURFACES. WHERE IT BECOMES NECESSARY, IN ORDER TO EXECUTE HIS OWN WORK, FOR PAINTER TO REMOVE COVERINGS, PLATES, ETC., PLACED BY OTHER CONTRACTORS IN ANY BRANCH OF THE WORK, HE SHALL REPLACE SAME IN PROPER MANNER. IN SITUATIONS WHERE SAID COVERINGS, PLATES, ETC., CANNOT BE READILY REMOVED, PAINTER SHALL PROTECT THE WORK IN SOME OTHER SATISFACTORY MANNER. OILY RAGS AND WASTE MUST BE REMOVED EVERY NIGHT. UNDER NO CIRCUMSTANCES SHALL THEY BE ALLOWED TO ACCUMULATE. PAINTING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE WORK OF OTHER SUBCONTRACTORS AND SHALL REPAIR OR REPLACE AS NECESSARY TO THE SATISFACTION OF THE OWNER. 3.2 PREPARATION OF SURFACES: INSPECT ALL SURFACES TO BE PAINTED. REPORT ANY DISCREPANCIES TO THE CONTRACTOR PRIOR TO START OF WORK. STARTING OF PAINT APPLICATION SHALL CONSTITUTE ACCEPTANCE OF SURFACES AS SUITABLE FOR THE RECEPTION OF PAINT APPLICATION. ALL SURFACES SHALL BE CLEAN AND DRY, BETWEEN 50 AND 90 DEGREES FAHRENHEIT AT TIME OF PAINT APPLICATION. CLEAN METAL OF MILL SCALE, RUST, OIL, GREASE AND FOREIGN MATTER. CLEAN GALVANIZED METAL ACCORDING TO SSPC-SP 1-63 SOLVENT CLEANING. PROTECT ADJACENT AND FINISHED WORK FROM PAINT. 3.3 APPLICATION OF PAINT: DO NOT THIN, ADULTERATE OR CHANGE MATERIALS EXCEPT AS RECOMMENDED BY MANUFACTURER. EMPLOY ONLY SKILLED MECHANICS FOR WORK. ALL PAINTING SHALL BE BRUSHED, SPRAYED OR ROLLED EVENLY FOR THOROUGH COATS WITHOUT RUNS, SAGS OR OTHER BLEMISHES. ALLOW EACH COAT TO DRY BEFORE APPLYING SUBSEQUENT COATS. ALL SURFACES TO RECEIVE A MINIMUM OF 2 COATS AS NECESSARY TO ACHIEVE AN APPROVED FINISH. APPLICATION OF PAINT, ETC., SHALL BE IN STRICT COMPLIANCE WITH MANUFACTURER'S DIRECTIONS. 3.4 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES. SECTION IX CANOPIES PART 1 - GENERAL 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING AND INSTALLATION OF ALL ITEMS FOR THE INSTALLATION OF A COMPLETE GASOLINE CANOPY INCLUDING: 1.1.1 COMPLETE FABRICATION DRAWINGS INCLUDING FOOTINGS DESIGN. 1.1.2 COMPLETE ABOVE GROUND STRUCTURAL SUPPORT SYSTEM. 1.1.3 STEEL ROOF DECK AND GUTTER, 20 GA WHITE EMBOSSED. 1.1.4 ROOF BRACING. 1.1.5 CAP FLASHING. 2.4 CONDUCTORS: 1.1.6 DOWN SPOUTS - INTERNAL INSIDE COLUMNS. 2.4.1 FURNISH AND INSTALL COLOR CODED COPPER CONDUCTORS, 600 VOLT, OF SIZES INDICATED. SECTION VIII PAINTING 1.1.7 PERMITS AND INSPECTIONS DONE BY OTHERS. MINIMUM SIZE #12 EXCEPT FOR SIGNAL AND CONTROL CIRCUITS AND WHERE OTHERWISE NOTED. TYPE TW (60 DEGREES CENTIGRADE) FOR GENERAL BRANCH CIRCUIT WIRING; TYPE THN OR THWN-2 1.1.8 INSTALLATION AND FRAMING FOR OWNER SUPPLIED FASCIA SIGNS (ELECTRICAL BY OTHERS). (90 DEGREES CENTIGRADE) FOR SUPPLY CONNECTIONS TO LIGHT FIXTURES. INSTALL PER COLOR CODE OF NEC. PART 1 GENERAL 1.1.9 INSTALLATION AND FRAMING FOR FASCIA MATERIAL AS PER OWNER SPECIFICATIONS. 2.4.2 SHIELDED CABLES: PROVIDE SHIELDED CABLE FOR INTERCOM AS PER MANUFACTURER'S SPECIFICATIONS AND AS REQUIRED ON DRAWINGS. 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE COMPLETION OF ALL PAINTING OF SURFACES COMPLETE, PART 2 -PRODUCTS VARIABLE SPEED PUMP CABLE: INCLUDING PAINTING OF THE FOLLOWING SURFACES: - THWN-2 "12 AWG 4 CONDUCTOR 600V SHIELDED, GAS/OIL RESISTANT". 1.1.1 MISCELLANEOUS METAL, DOWNSPOUTS, COLUMNS, POSTS, ISLAND FORMS, VENT RISERS, 2.1 EMBOSSED ROOF STEEL DECK: ROOF STEEL DECK SHALL BE 2 1/4" MINIMUM DEEP, 20 GAUGE HIGH REFLECTIVE WHITE DATA COMMUNICATION CABLE: MANHOLE COVERS AND ELECTRICAL CONDUITS. STEEL WITH MINIMUM SECTION MODULES OF 0.25 IN 1/4 3 MOMENT OF INERTIA OF 0.030 IN 14/4 4. IN CERTAIN AREAS, ROOF - SHIELDED WIRE MUST NOT BE USED: DECK WILL BE ALUMINUM. VERIFY WITH LOCAL CONSTRUCTION MANAGER. - 2 WIRE TWISTED PAIR (UTP) W/ 10-12 TWISTS PER FOOT. 1.2 PAINTING DOES NOT INCLUDE: - WIRING IS STRANDED ANNEALED COPPER TINNED WITH 18 AWG MINIMUM REQUIRED FOR RUNS UP 2.2 STRUCTURAL STEEL: TO 1000 FEET OR 14 AWG FOR RUNS UP TO 2600 FEET. DO NOT DAISY CHAIN COMMUNICATION 1.2.1 PAINTING CANOPY SOFFITS. WIRING. 2.2.1 ALL STRUCTURAL STEEL TO BE A.S.T.M. A-36 AND SHALL COMPLY WITH THE STANDARD - INSULATION SPEC IS 300V, PVC INSULATION, TYPE TFFN OR MTW, UL APPROVED GASOLINE AND OIL 1.2.2 PAINTING LIGHT FIXTURES. SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDINGS OF A.I.S.C. AND WITH THE A.I.S.C. CODE RESISTANT. OF STANDARD PRACTICE (LATEST EDITION). 1.2.3 PAINTING GASOLINE EQUIPMENT. 2.5 SPLICES AND CONNECTIONS: PROVIDE SPLICES ONLY IN READILY ACCESSIBLE OUTLET BOXES. PROVIDE INSULATED 2.2.2 STRUCTURAL BOLTS SHALL CONFORM TO THE STANDARD SPECIFICATION A.S.T.M. A-307 AND SHALL PRESSURE CONNECTORS OR "CRIMP -ON" SLEEVES WITH OVERALL NYLON INSULATORS FOR CONDUCTORS. CONNECTORS 1.3 COLOR SCHEDULE: COLOR OF PAINTS SHALL BE AS LISTED IN COLOR SCHEDULE. BE PROVIDED WITH WASHERS UNDER THE NUTS. SHALL BE 3M "SCOTCHLOK", BUCHANNAN SPLICE CAPS WITH INSULATED WRAP, OR IDEAL "CRIMP -SLEEVES" WITH SCAP CAP INSULATOR OR EQUAL. 2.2.3 ALL OTHER BOLTS SHALL BE A-307 AND SHALL CONFORM TO A.S.T.M. STANDARDS, WITH WASHER REQUIRED. 2.6 PANEL BOARDS: 2.2.4 ALL HIGH STRENGTH BOLTS SHALL BE TORQUED TO PROVIDE A MINIMUM TENSION IN BOLT OF 90% 2.6.1 BRANCH CIRCUIT PANEL BOARDS: PROVIDE FLUSH -MOUNT CIRCUIT BREAKER TYPE PANEL BOARDS OF MINIMUM PROOF LOAD OF THE BOLT. WITH THERMAL MAGNETIC, MOLDED CASE, "SQUARE D" TYPE NLAB OR APPROVED EQUAL, WITH PLUG-IN CIRCUIT BREAKERS, "SQUARE D" TYPE NLQT. PROVIDE GROUNDING TERMINAL BLOCK IN 2.2.5 TUBE COLUMNS SHALL COMPLY WITH A-500, GRADE B. EACH PANELBOARD. SEE INDIVIDUAL PANEL SCHEDULE ON DRAWINGS. 2.2.6 ALL TUBE COLUMNS SHALL BE 46 KSI STEEL. 2.2.7 ALL WELDING SHALL BE WITH E70XX ELECTRODES 2.6.2 SUBSTITUTES: DISTRIBUTION EQUIPMENT EQUIVALENT IN TYPE, CLASSIFICATION AND QUALITY IN AND BE ACCOMPLISHED BY CERTIFIED WELDERS. ACCORDANCE WITH NEMA STANDARDS AS MANUFACTURED BY G.E., CUTLER -HAMMER, FEDERAL PACIFIC, ITE, SQUARE D AND WESTINGHOUSE ARE ACCEPTABLE AS SUBSTITUTES ONLY WHEN APPROVED IN WRITING. c 0 �L U a� Proto 2nd Qtr 04-03-15 ch t0 0 LO ti QW X U� LO Z Z �QM cn " J LL W\ � `Fi- m / 0 J �J= J r 0 _ w W �v� p. Y '` N U 2 0 0 N M W Z O Q LL W IL Z J Z) LL EMMONS LLI ° oC m W kin � o � o '2-_c. cri O N r- O L Q �OfH co p co N 00 U o 00 0 Z o cM co Q m w m N C U 0 M L � 04)MM om0mc-Bf° UNc�a�,��wcoau8E .. U �� °� of a� a o N voi caiEc-03ca wL�o o�L N c 7�C - 3Sc vi o o.wt'3- v��,o`�a�Q"oa30oY>jy �Vr w DL Q.2N N� 2 o E fp U N (DnU) 0 �.L.'�� V m o !� c 0coca���,a �U) c o a3 O x) 0 m c;g 0w.r- u�U��-co P�CEIMS• No 68170 � pt � n, STAVE OF W Alp SHEET: G16 FUELING - USA PERFORMANCE SPECIFICATION - CONT. SECTION IX CANOPIES - CONTINUED PART 2 - EXECUTION 2.3 FASCIA: 2.3.1 VERTICAL SUPPORTS SHALL BE DESIGNED AND SPACED PER ENGINEERED (DESIGNED TO LOCAL CODES) STRUCTURAL DRAWINGS SUPPLIED BY CANOPY MANUFACTURER. SCREWS FOR FASCIA SHALL BE CARBON STEEL CADMIUM PLATED OR GALVANIZED - SIZE AS REQUIRED. 2.3.2 REFER TO PROJECT DRAWINGS FOR FASCIA MATERIAL AND INSTALLATION. 2.3.3 MATERIAL SHALL BE ONE OF THE FOLLOWING: A. PRE FINISHED METAL FASCIA SYSTEM. B. PRE FINISHED FASCIA MATERIAL AS SELECTED. PART 3 - GENERAL 3.1 FABRICATION DRAWINGS: 3.1.1 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERED AND STAMPED SHOP DRAWINGS FOR OVERHEAD STRUCTURE AND FOUNDATION SYSTEMS. 3.1.2 DRAWINGS SHALL SHOW PROJECT LOCATION AND ADDRESS. 3.1.3 ORIGINAL ENGINEER'S STAMP FOR APPROPRIATE STATE SHALL BE AFFIXED TO EACH PAGE OF DRAWINGS. 3.1.4 SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SOILS REPORT NUMBER AND DATE FOR WHICH CANOPY FOOTINGS WERE DESIGNED. 3.1.5 SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SIZE, WEIGHT, TYPE AND NUMBER OF ALL STRUCTURAL MEMBERS. 3.1.6 ALL DESIGN LOADS SHALL COMPLY WITH CURRENT BUILDING CODES AND LOCAL BUILDING DEPARTMENT REQUIRED LOADINGS, WHICHEVER IS MOST STRINGENT. MINIMUM DESIGN LOADS SHALL BE CONSIDERED TO BE: WIND 100#, LIVE 35#, UPLIFT 35# AND DEAD LOAD 35# OR AS LOCAL STRUCTURAL DESIGN DICTATES. IF APPLICATION IS SUBJECT TO HIGH ALTITUDE (SNOW) LOADING, DESIGN SHALL BE ADJUSTED TO COMPLY ACCORDINGLY. 3.1.7 DEFLECTION OF ALL STRUCTURAL MEMBERS SHALL BE LIMITED TO SPAN/180 FOR L.L. ONLY. 3.1.8 ATTACH DECK STRUCTURAL SUPPORTS PER ENGINEERED DRAWINGS. 3.1.9 ROOF DECK SHALL BE AN I.C.B.O. APPROVED DIAPHRAGM DECK AND ATTACHED IN A MANNER THAT COULD BE CONSIDERED A DIAPHRAGM. AN ALTERNATE TO THIS IS 1/2" DIAMETER STEEL ROD DIAGONAL X-BRACING WITH TURNBUCKLES. LAYOUT OF ROD BRACING AND CONNECTIONS TO STRUCTURAL MEMBERS SHALL BE APPROVED BY STRUCTURAL ENGINEER. 3.1.10 CONCRETE FOOTINGS SHALL BE MADE WITH STONE AGGREGATE AND SHALL HAVE A COMPRESSIVE STRENGTH TO A MINIMUM 3000 LBS. PER SQUARE INCH WITHIN 28 DAYS AFTER POURING. 3.1.11 ALL FOUNDATION METAL REINFORCEMENT SHALL BE OF FORMED TYPE BARS (EXCEPT #2 BARS) AND SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATION A.S.T.M. 615 GRADE 4 40". 3.1.12 THE SHOP DRAWINGS SHALL EXPLICITLY SHOW LOCATION OF DOWN SPOUTS, INTERIOR PVC DRAINS IN WARM WEATHER AREAS, ETC., AS RELATED TO ANY AND ALL UTILITIES AND/OR PIPING AT COLUMN LOCATIONS. ROOF DRAINS AND LEADERS SHALL BE DIRECTED DOWN THE INTERIOR CANOPY COLUMN EXITING SIDE OF ISLAND LEVEL OR ABOVE FINISH GRADE OF CONCRETE SIDE PAD ON DOWNHILL SIDE OF ISLAND. 3.1.13 INCLUDE IN DESIGN PROVISION FOR OVERFLOW DEVICE AT OPPOSITE CORNERS OF CANOPY. 3.1.14 CONSTRUCTION NOT SPECIFICALLY INDICATED SHALL BE ACCOMPLISHED PER MINIMUM REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION. 3.1.15 IF THERE ARE ANY CONFLICTS BETWEEN LINES ON DRAWINGS AND GENERAL NOTES OR WITH SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS GOVERN. 3.1.16 ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY 7-ELEVEN, INC.'S CONSTRUCTION REPRESENTATIVE. 3.1.17 FABRICATION DRAWINGS SHALL BE DELIVERED TO APPLICABLE CONSTRUCTION OFFICE A MINIMUM OF 4 WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NO WORK SHALL COMMENCE PRIOR TO APPROVAL OF DRAWINGS BY 7-ELEVEN, INC.'S CONSTRUCTION REPRESENTATIVE. 3 0 vi z 0 U Li W a ul z J W L� t` C7 N I W U -4_ o� o M = L;j rz m SECTION IX CANOPIES - CONTINUED PART 3 - GENERAL - CONTINUED 3.2 EXECUTION: 3.2.1 COORDINATE DELIVERY AND INSTALLATION WITH GENERAL GASOLINE INSTALLER THROUGH LOCAL CONSTRUCTION OFFICE. MATERIALS SHALL BE STORED AT POSITION AS INDICATED BY GENERAL GASOLINE INSTALLER. 3.2.2 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FOOTING ANCHOR BOLTS AND TEMPLATE FOR DELIVERY TO GENERAL GASOLINE INSTALLATION CONTRACTOR 2 WEEKS PRIOR TO INSTALLATION. SIZE IN ACCORDANCE WITH SHOP DRAWINGS AND IN ACCORDANCE WITH GASOLINE INSTALLING CONTRACTOR'S SCHEDULE OF CONSTRUCTION. 3.2.3 FOOTINGS FOR CANOPY AND PLACEMENT OF ANCHOR BOLTS SHALL BE PERFORMED BY GENERAL GASOLINE INSTALLER AS PER APPROVED SHOP DRAWINGS. TYPE OF CONCRETE SHALL BE AS PER SHOP DRAWINGS. TYPE, SIZE, AND PLACEMENT OF ALL REINFORCED STEEL SHALL BE AS PER SHOP DRAWINGS. 3.2.4 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY 7-ELEVEN, INC.'S CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES FOUND. REFER TO SITE PLAN FOR SIZE, TYPE AND PLACEMENT OF CANOPY 3.2.5 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR BEING PROPERLY LICENSED IN LOCAL INSTALLATION AS WELL AS PROVIDING OWN PERMITS AS MAY BE REQUIRED. A COPY OF THE PERMIT MUST BE ON FILE IN THE LOCAL CONSTRUCTION OFFICE PRIOR TO COMMENCING WORK. 3.2.6 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION OFFICE WITH ACCEPTABLE INSURANCE AS REQUIRED PER 7-ELEVEN, INC. INSURANCE SPECIFICATIONS AND STANDARD CONTRACT FOR CONSTRUCTION. INSURANCE SHALL BE IN EFFECT FOR DURATION OF WORK. 3.2.7 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL WORK OF OTHER CONTRACTORS ALREADY IN PLACE, AS MAY BE REQUIRED. 3.2.8 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND OBTAINING APPROVAL OF GENERAL GASOLINE CONTRACTOR PRIOR TO PLACING OF ANY HEAVY EQUIPMENT ON TOP OF CONCRETE WORK ALREADY IN PLACE. 3.2.9 ALL FOOTINGS SHALL BE ON FIRM UNDISTURBED SOILS OR FILL COMPACTED TO 95% MAXIMUM DENSITY BASED ON A.S.T.M. D 1557-70. IF ANY POOR SOIL CONDITION IS DISCOVERED DURING EXCAVATION, THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR SOIL BEARING VERIFICATION. 3.2.10 SUPPORTING COLUMNS SHALL BE PLACED AS PER 7-ELEVEN, INC. GASOLINE PLANS AND AS PER APPLICABLE SITE PLAN. 3.2.11 CANOPY SUPPORT COLUMNS SHALL BE CAPPED AT TOP. 3.2.12 ALL MATERIALS SHALL BE ALIGNED TRUE AND FLAT AND ALL PLANES SHALL BE FLAT, TRUE TO ESTABLISHED LINES WITH ALL SOFFITS BEING LEVEL AND VERTICAL WALLS CORRECT AND ACCEPTABLE. PARAPET FASCIA SHALL BE VERTICAL AND PLUMB. ALL INTERSECTIONS SHALL BE TRUE AND STRAIGHTEDGE LINES. MATERIALS SHALL BE LEFT IN ACCEPTABLE CONDITION TO BE PAINTED BY OTHERS. ALL METAL SHALL BE FREE OF DEBRIS AS MAY BE REQUIRED FOR FINAL PAINTING/FINISHING. 3.2.13 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR NON -SHRINK GROUT BENEATH BASE PLATE AND POURING OF CONCRETE AROUND CANOPY COLUMNS, COVERING ANCHOR BOLTS AS MAY BE REQUIRED. 3.2.14 CANOPY CONTRACTOR SHALL LEAVE ALL EXPOSED STRUCTURAL STEEL FREE OF DEBRIS, PRIMED AND READY FOR FINAL PAINTING BY GASOLINE CONTRACTOR. 3.3 RESPONSIBILITIES OF GENERAL GASOLINE CONTRACTOR: 3.3.1 SHALL BE RESPONSIBLE FOR A MINIMUM OF 30 DAY NOTIFICATION OF DATE WHEN SITE WILL BE READY FOR INSTALLATION OF GASOLINE CANOPY. 3.3.2 UPON AGREED DATE BETWEEN GASOLINE CONTRACTOR AND CANOPY CONTRACTOR, THE SITE SHALL BE FREE OF MATERIAL, MOVABLE EQUIPMENT AND DEBRIS, LEVEL AND IN PROPER CONDITION FOR CANOPY INSTALLATION. GENERAL GASOLINE CONTRACTOR SHALL PERFORM SITE WORK AS MAY BE REQUIRED TO COMPLY. 3.3.3 GASOLINE CONTRACTOR SHALL NOT INSTALL GASOLINE DISPENSERS PRIOR TO CANOPY ERECTION, UNLESS AGREED UPON IN WRITING BETWEEN THE CANOPY INSTALLER AND GASOLINE INSTALLER. 3.3.4 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CANOPY FOOTINGS AS DESIGNED IN SHOP DRAWINGS PROVIDED BY CANOPY MANUFACTURER, PROVIDING ALL STEEL, ETC., (WITH THE EXCEPTION OF ANCHOR BOLTS TO BE PROVIDED BY CANOPY INSTALLER). FOOTINGS SHALL BE POURED IN A SUFFICIENT AMOUNT OF TIME, SO PROPER CURING TIME IS ALLOWED. 3.3.5 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING OF ALL METAL AND TRIM AS RELATED TO THE GASOLINE CANOPY AS PER STANDARD COLOR REQUIREMENTS. 3.3.6 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING AND INSTALLATION OF LIGHTS, SIGNS, SECURITY LIGHTS, ETC., IN CONJUNCTION WITH NORMAL GASOLINE INSTALLATION. G.C. SHALL CAULK SEAL ALL LIGHT FIXTURES TO CANOPY DECK. 3.3.7 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING BLOCK OUTS AS MAY BY REQUIRED FOR INSTALLATION OF CANOPY IN ACCORDANCE WITH SHOP DRAWINGS. AND PLACEMENT OF ANCHOR BOLTS IN ACCORDANCE WITH SHOP DRAWINGS AS RELATED THERETO. 3.4 WARRANTIES: CANOPY CONTRACTOR SHALL WARRANTY, IN WRITING, COMPLETE CANOPY INSTALLATION FOR A MINIMUM PERIOD OF 2 YEARS. A 5 YEAR WARRANTY GUARANTEEING INSTALLATION TO BE FREE OF DESIGN AND INSTALLATION DEFECTS. EXCLUDING ACTS OF MAN, GOD AND NORMAL WEAR AND TEAR. 3.5 CLEAN-UP: CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL FROM SITE ALL TRASH AND DEBRIS RESULTING FROM WORK RELATING TO INSTALLATION OF CANOPY. SECTION X POST CONSTRUCTION TESTING REQUIREMENT PROCEDURES FOR POST CONSTRUCTION TESTING 1.1 SCOPE OF WORK THIRD PARTY TESTS ARE REQUIRED TO BE PERFORMED ON ANY POST CONSTRUCTION ACTIVITIES ASSOCIATED WITH NEW INSTALLATION, UPGRADE, REPLACEMENT OR REPAIR OF OR TO THE UNDERGROUND STORAGE TANK (UST) SYSTEMS, IF THE WORK INVOLVES PRODUCT PIPING, TANK SUMPS, DISPENSER SUMPS AND PANS OR SPILL CONTAINMENT BUCKETS. TANKNOLOGY, INC IS CURRENTLY UNDER CONTRACT TO PERFORM ALL REQUIRED TESTS AS THE NATIONAL 3RD PARTY TESTING CONTRACTOR AND MUST BE USED TO PERFORM POST CONSTRUCTION TESTING TO ENSURE THAT 7-ELEVEN MAINTAINS CONTINUITY WITH THE COMPANY'S REGULATORY COMPLIANCE TESTING PROGRAM. THE ONLY EXCEPTION APPLIES IF LOCAL REGULATIONS REQUIRE THAT THE INSTALLATION CONTRACTOR PERFORM THE REQUIRED TESTS AND THE TESTS ARE WITNESSED ON SITE BY A REGULATORY ENTITY, IN THESE CASES THE INSTALLATION CONTRACTOR MUST SUBMIT DOCUMENTATION OF THE REGULATORY WITNESSED TESTS, AS WELL AS THE RESULT OF ANY SUCH TEST, DIRECTLY TO 7-ELEVEN, INC, COMPLIANCE DEPARTMENT. IT WILL NOT BE NECESSARY FOR TANKNOLOGY TO RETEST A COMPONENT WHICH WAS TESTED BY THE CONTRACTOR, IF THAT TEST WAS WITNESSED BY A REGULATOR. IN THESE CASES THE CONTRACTOR MUST SUBMIT RESULTS OF THE TEST, AS WELL AS, COPIES OF REGULATOR INSPECTION REPORT WITHIN 48 HOURS OF COMPLETION OF THE TEST TO THE ADDRESS LISTED BELOW. THE REQUIRED TESTS ARE DIVIDED INTO TWO CATEGORIES, PRE -FUEL TEST AND POST FUEL TEST. THE TESTS PERFORMED DURING EACH PHASE ARE LISTED BELOW. PRE -FUEL TEST - TEST PERFORMED BEFORE FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM. THE FOLLOWING TESTS ARE RECOMMENDED TO BE PERFORMED BEFORE FUEL IS INTRODUCED INTO THE UST SYSTEM: PRE -FUEL TEST ESTIMATED TEST DURATION STP SUMPS MINIMUM 4 HOURS DISPENSER SUMPS/CONTAINMENT MINIMUM 4 HOURS SPILL CONTAINMENT BUCKETS MINIMUM 1 HOUR TANKNOLOGY MAY USE ONE OF THE FOLLOWING TEST METHODS: HYDROSTATIC, PRESSURE OR VACUUM. WATER USED TO PERFORM THESE PRE -FUEL TESTS MAY BE DISCHARGED ON SITE AS LONG AS THE WATER WAS NOT IN CONTACT WITH ANY FUEL. CONTRACTOR PREPARATION FOR PRE -FUEL (BEFORE DELIVERY) TESTING - THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN UPON. -110 VOLT AC CURRENT MUST BE AVAILABLE - ALL PRODUCT PIPING, TANK SUMP, SPILL BUCKET AND DISPENSER SUMP/LINER WORK MUST BE COMPLETE AND COMPONENTS ACCESSIBLE. - TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING. - DISPENSERS DO NOT NEED TO BE IN PLACE AND PRODUCT PIPING DOES NOT NEED TO BE PURGED. - AS AN OPTION TO SIGNIFICANTLY REDUCE TIME ON SITE, THE CONTRACTOR SHOULD FLOOD ALL TANK SUMPS AND DISPENSER SUMPS WITH CLEAN WATER THE NIGHT BEFORE THE SCHEDULED TESTING. WATER MUST BE ADDED TO A MINIMUM OF 3 INCHES ABOVE THE HIGHEST PENETRATION OR SEAM IN THE SUMP OR PAN. - THE CONTRACTOR SHOULD ALLOW SEVERAL HOURS TO ALLOW THE WATER LEVEL TO STABILIZE AND MARK THE LEVEL OF THE WATER WITH A PERMANENT MARKER. POST FUEL TEST - TEST PERFORMED AFTER FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM. POST -FUEL TEST ESTIMATED TEST DURATION TANK INTERSTICE MINIMUM 1 HOUR PER TANK TANK PRIMARY (TIGHTNESS) MINIMUM 2 1/2 HOURS LINE/PIPE INTERSTICE MINIMUM 1 HOUR PER LINE/PIPE LINE PRIMARY TIGHTNESS COMPLETED DURING TANK TEST LINE LEAK DETECTOR COMPLETED DURING TANK TEST STAGE II WHERE APPLICABLE MINIMUM 3 HOURS *AUTOMATIC TANK GAUGE ATG CERTIFICATION MINIMUM 2 HOURS OTHER AS REQUIRED BY STATE OR LOCAL ORDINANCE UNKNOWN *DOES NOT INCLUDE NEW AUTOMATIC TANK GAUGE (ATG) INSTALLATION. CERTIFICATION OF NEW ATG IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. NOTE: WATER USED TO PERFORM TESTING OF (STP) SUMPS, DISPENSER SUMPS AND/OR SPILL BUCKETS, AFTER FUEL IS INTRODUCED/DELIVERED INTO THE UST SYSTEM CANNOT BE DISCHARGED ON SITE. WATER THAT IS OR WAS IN CONTACT WITH FUEL MUST BE PROPERLY DISCHARGED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND/OR LOCAL REGULATIONS. CONTRACTOR PREPARATION FOR POST -FUEL (AFTER DELIVERY) TESTING - THE FUEL LEVEL MUST BE BETWEEN 70-80 PERCENT OF TANK CAPACITY - COMPARTMENTALIZED TANKS MUST HAVE FUEL LEVELS WITHIN 10" OF EACH OTHER. IN STAGE II VAPOR RECOVERY AREAS THE FOLLOWING CONDITIONS MUST APPLY. - ALL PRODUCT PIPING MUST BE THOROUGHLY PURGED OF AIR AND VAPORS. - THE DISPENSERS MUST BE SET AND OPERATIONAL TO INCLUDE ALL VAPOR VACUUM PUMPS AND OTHER STAGE II EQUIPMENT FULLY FUNCTIONAL. - ALL HANGING HARDWARE MUST BE INSTALLED AND OPERATIONAL - THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN UPON. -110 VOLT AC CURRENT MUST BE AVAILABLE - TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING. CONTRACTOR NOTIFICATION TO TESTING COMPANY (TANKNOLOGY IT IS RECOMMENDED THAT THE CONTRACTOR PROVIDE NOTIFICATION TO TANKNOLOGY OF THE NEED TO PERFORM TESTS AT LEASE 14 DAYS PRIOR TO THE ANTICIPATION TEST DATE. HOWEVER, TO ENSURE TESTS ARE CONDUCTED IN A TIMELY MANNER A MINIMUM OF FIVE (5) DAYS IS REQUIRED. TANKNOLOGY UNDERSTANDS THAT ACTUAL DATE MAY CHANGE, BY PROVIDING THEM WITH AS MUCH TIME AS POSSIBLE ALLOWING THEM TO MAINTAIN A TIME SLOT IN THEIR SCHEDULE TO SHIFT AS NECESSARY. THE CONTRACTOR MUST KEEP TANKNOLOGY APPRISED OF THE ANTICIPATED DATE AND TIME THAT THE TESTING WILL BE NEEDED AS PROJECTED DATES CHANGE. W (D m Proto 2nd Qtr 04-03-15 cM co 0 Lo ti Qf X U L�Lo Z Z jM Z � J � ? LL W _3 Q 4t M W O a J � r• C7 � ww ti a I` Y �` Co N U Q 2 0 0 N c+M Z O Q 0 LL W W Z J Lu Z) LL o. Lai 0 oC Ad m W111111L� 4) � o 0 o04� OON o mod r xEE Co u) N coa. O O O z O a0 Cl)Co Q W m N CAI c v cN N s -°� (A 0 0 0 0(DCUM0m.c--ffi�o Uw�>,r--Ica)-a0VE �.0O`er O o o O vow w N a) O 06 C �,= U'-- mL a) w a m o 6 -t .— a) r ns _w2(DawR2_-d2o.- of �C9 at DB A m`aaM ,�Do ca Oc0 2.—ETo w U 8�oNm°cc4))o4)co e No 68170 y � . -cc • STATE OF 41J� O N A1-"E� %%` ��rRre���R\9 ���•C SHEET: G17 FUELING - USA 23'-0" FOOTING SEE DETAIL D/CS2 23'-0" 23'-0" 182'-0" 23'-0" 1 FOUNDATION PLAN Scale: NTS 23'-0" BASEPLATE SEE DETAIL C/CS2 23'-0" HSS10X10X1/4" COLUMN (TYP) 23'-0" CANOPY ABOVE 10'-6" 12'-0" 20'-0" 4'-0" 182'-0" 10'-6" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 10'-6" 1'-6" 4'-6" 4'-6" Q 1'-6" zlk 1 7 w Z 6 6A CS2 GUTTER BEAM CS2 BEAM BEAM z CS2 BEAM LEADER SPLICE SPLICE SPLICE o SPLICE W12X14 W12X14 W12X14 W12X14 W12X14 , 3,-0" 4'-0" N N N 3 N N N N N CS2 8'-O" 3 CS2 _3�: W12X14 W12X14 W12X14 W12X14 W12X14 12'-0 20 - 4 5 ( 6'-0„ CS2 CS2 W12X14 W12X14 W12X14 W12X14 W12X14 rt 6. — -� t- S-0" 4'-0" CANOPY NOTES GENERAL NOTES: 1. BUILDING CODE: 2014 FLORIDA BUILDING CODE 2. USE GROUP: M 3. DESIGN LOADS: EARTHQUAKE LOAD: IMPORTANCE FACTOR: 1.0 DESIGN BASE SHEAR: 2.35k SEISMIC RESPONSE COEFFICIENT: Cs = 0.09 RESPONSE MODIFICATION FACTOR: R=1.25 SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE SPECTRAL RESPONSE COEFFICIENT (SHORT PERIOD) SDs-0.113 SPECTRAL RESPONSE COEFFICIENT ( 1 SEC PERIOD) SD1-0.082 SITE CLASS: E SEISMIC DESIGN CATEGORY: B BASIC SEISMIC FORCE RESISTING SYSTEM - CANTILEVERED COLUMN SYSTEM 4. ROOF LIVE LOAD: 20 PSF 5. ROOF SNOW LOAD: Pg = 0 PSF GROUND SNOW LOAD Pf = 0.7(Ce)(Ct)(I)(Pg) FLAT ROOF SNOW LOAD Ce = 1.0 EXPOSURE FACTOR Ct = 1.2 THERMAL FACTOR I = 1.0 IMPORTANCE FACTOR 6. WIND LOAD: V = 140 MPH BASIC WIND SPEED (3 SEC GUST) I = 1 IMPORTANCE FACTOR EXPOSURE CATEGORY: C BUILDING RISK CATEGORY: II 7. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS THE CONTRACTOR SHALL NOTIFY JIMCO SALES & MFG. MATERIAL PROPERTIES: CONCRETE: f'c = 3000 psi © 28 DAYS REINFORCING: fy = 60,000 psi STEEL BEAMS: Fy = 50,000 psi HSS SQUARE COLUMNS: Fy = 46,000 psi HSS ROUND COLUMNS: Fy = 42,000 psi FOUNDATION NOTES: 1. FOUNDATION SOIL PROPERTIES: ALLOWABLE BEARING PRESSURE: 2500 PSF LATERAL PRESSURE: 100 PSF/FT OF DEPTH NOTE: GEOTECH INVESTIGATION BY ARDAMAN & ASSOCIATES, INC., PROJECT # 16-55-9481, DATED: 12 MARCH 2O16. CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL COMPLY WITH ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". 2. ALL REINFORCING STEEL SHALL CONFORM TO THE "SPECIFICATIONS FOR DEFORMED BILLET -STEEL BARS FOR CONCRETE REINFORCEMENT", ASTM A615 GRADE 60. 3. STIRRUPS AND TIES SHALL HAVE 4" HOOKS. 4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT: CONCRETE EXPOSED TO GROUND -----3" FORMED CONCRETE EXPOSED TO GROUND-- - -2" FORMED CONCRETE NOT EXPOSED TO GROUND-1 1/2" 5. CONCRETE SHALL CONFORM TO ASTM C94 "READY MIX CONCRETE" WITH A MIN. COMPRESSIVE STRENGTH OF (f'c =) 3000 PSI DESIGN BRIDGING LOCATED (- 1 OVERFLOW SCUPPER © 1 /3 POINTS PERIMETER TYPICAL 16 PLACES SEE DETAIL B/CS2 GUTTER CS2 SEE DETAIL A/CS2 2 CANOPY FRAMING PLAN Scale: NTS STRUCTURAL STEEL NOTES: 1. ALL STRUCTURAL STEEL SHALL COMPLY WITH AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". 2. ALL BOLTS SHALL BE 3/4" 0 ASTM A307 BOLTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL BOLTED CONNECTIONS SHALL BE "SNUG -TIGHT", UNLESS NOTED OTHERWISE IN ACCORDANCE WITH RCSC. a SPECIAL INSPECTIONS FOR THE CANOPY IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH THE BUILDING CODE. JIMCO SALES AND MANUFACTURING IS AN APPROVED FABRICATOR FOR LOS ANGLES COUNTY, CALIFORNIA, CLARK COUNTY, NEVADA, LAS VEGAS, NEVADA AND MIAMI DADE COUNTY, FLORIDA. - STEEL CONSTRUCTION - PERIODIC INSPECTION IS REQUIRED TO VERIFY MEMBER SIZES AND JOINT DETAILS. - WELDING - CONTINUOUS INSPECTION REQUIRED FOR ALL FIELD WELDS, EXCEPT ONLY PERIODIC INSPECTION IS REQUIRED FOR SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16". SHOP WELD INSPECTION IS NOT REQUIRED WHERE WELDING IS PERFORMED IN AN APPROVED FABRICATOR SHOP. - CONCRETE CONSTRUCTION PERIODIC INSPECTION OF REBAR INSTALLATION AND FORMWORK. - ANCHOR BOLTS PERIODIC INSPECTION OF ANCHOR BOLT INSTALLATION REQUIRED. - SOILS PERIODIC INSPECTION TO VERIFY MATERIALS ARE ADEQUATE AND PREPARED TO ACHIEVE DESIGN BEARING CAPACITY AND EXCAVATIONS EXTEND TO PROPER DEPTH. KEEP RECORDS FOR INSPECTORS EXAMINATIONS c� c� 1 as � H E- o U � w � � co 0 4_3 zn c� cloD Z O ~ J < z 0 Q U U � D W Cj� o � Z Q CD 0- w _Z Q zz O 0' U Z z >� O �m Q U J J J Z Q = m _j O = O w`ta c0 w I f- N J 4/11/2016 W DocuSigned by: 7947A4CBD4F14FA.. m W Q Ei Q V) w U I U Z Z _ O U� z w > w w w I z 0 w O 1- w un o U 0 z w m J m m o 0 Q cn w I;j W JOB NO. 16-1845RO DWG. NO. CS1 OF 2 SHEETS 24GA GALV FLASHING EIFS CORNICE 12" 36" 22GA X 1 HAT CH, 1 PEI �tiX.S/4 t'.Fi. SCREW @ 32" O.C. MAX 14'-6" CLEARANCE TO HIGH POINT OF PAVING BELOW jCANOPY 1 3 SII 1/4-140/8" HWH TEKS/1 1 LI\IIVILI LI\ GUTTER 1 SECTION CS2 SCALE: NTS \All n\/4 A 1AlI n\/1 A HJV/ 6VLIJ 5 BEAM SPLICE CONNECTION CS2 SCALE: N.T.S. EACH PURLIN BEAM. 8 DECK CLIP DETAIL CS2 SCALE: NTS 'RIMETER GUTTER '2" X 4" CUT-OUT SIDE OF GUTTER SCUPPER COVER A OVERFLOW SCUPPER DETAIL CS2 SCALE: N.T.S PURLIN BEAM DECK FASCIA -� PERIMETER GUTTER 3" P.V.C. GUTTER LEADER L-1 20 GA. X 6" WIDE GUTTER LEADER COVER 3" INTO 4" P.V.C. —� DEFLECTOR ISLAND SEE OWNER OPTIONS SIDE VIEW 20ga x 1 3/4"x1 5/8" (NOTE: SEE 1/CS2 FOR ADD'L INFORMATION) 2 SECTION CS2 SCALE: NTS OWNER OPTIONS: ( CUSTOMER TO SELECT OPTION BELOW AND INFORM JIMCO OF DIRECTION OF DRAIN DISCHARGE AT LEAST TWO WEEKS PRIOR TO SCHEDULED DELIVERY): 1.) DRAIN ONTO ISLAND/PAVING INCLUDES DRAIN DEFLECTOR 2.) DRAIN ONTO PAVING THRU SIDE OF ISLAND FORM. 3.) DRAIN BELOW GROUND. NOTE: JIMCO SHALL FURNISH AND INSTALL CANOPY DRAINS, EXCEPT AS INDICATED IN NOTE 3 ABOVE. COLUMN TOP OF PAVING OR ISLAND FOOTING 6 INTERNAL DRAIN DETAIL CS2 SCALE: NTS X 1 1/2" - 3/8 HWH ZEW PER CONNECTION 2" X 2" X 3/16" BRIDGING I vl\Uly B BRIDGING CONNECTION DETAIL CS2 SCALE: N.T.S. PURLIN BEAM DECK FASCIA ;X10 SUPPORT AM W12X14 PURLIN BEAM (4) 3/4" A307 (TYP NS BOLTS, 2 EA SIDE & FS) OF PURLIN BEAM CONNECTION DETAIL PERIMETER 1 SEE NOTE B GUTTER RIGID GALV. CONDUIT GALV. SEAL OFF 6" X 8" HAND HOLE W/ 1 /8" X 7" X 9" COVER PLATE W/ (4) 12-24 X 1 1 /2" - 3/8" HWH TEKS/5 SCREWS HSS1OX1OX C01 1 1 /4"X22" SQR. PLATE HSS10X10X1/ COLU .1 .;', W12X14 HEADER BEAM TYP T&B 3/16 3/16 7 HSS10X10X1/4" COLUMN 1/4" STIFFENER PLATES (TYP NS & FS) 3/16 V 7 1/4 3/4" X 12" X 19" COLUMN TOP PLATE W/(4) 3/4" A307 BOLTS, 2 EA SIDE OF HEADER BEAM 3 BEAM TO COLUMN CONNECTION CS2 SCALE: NTS NOTES: A. CONDUIT WITH PLAIN THREADED END FURNISHED AND INSTALLED BY JIMCO. ELECTRICAL WIRING AND HOOK-UP BY GENERAL CONTRACTOR. B. COUPLING AND CONDUIT TO CANOPY SEE NOTE A LIGHTS FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. C. COUPLING AND CONDUIT TO POWER COLUMN SUPPLY FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. D. CUSTOMER TO INFORM JIMCO WHICH COLUMNS ARE TO RECIEVE CONDUITS AND WHICH DIRECTION CONDUITS ENTER COLUMNS Q BASE AT LEAST TWO WEEKS PRIOR TO SCHEDULED DELIVERY. 4'-0" f6" TOP OF PAVING �- FOOTING SEE NOTE C SEE NOTE A _ TYPICAL SCALE: NTS 22" (TYP) BASE PLATE DETAIL CS2 SCALE: NTS NOTE: CUSTOMER REQUEST: (4) 1 " CONDUIT W/SEAL-OFF UIT DETAIL COLUMN WITH BASEPLATE FURNISHED AND INSTALLED BY JIMCO PAVING BY GENERAL CONTRACTOR 3'-0" 9"f 25 3/4" MIN. EMBED 3'-0" SELECT FILL MAY BE REQUIRED FOR PAD FOOTING SEE GEOTECH REPORT FOR DESIGN OF FOOTING BASE. PERIMETER GUTTER W12X14 HEADER BEAM TYP' 3/ 16 7 W12X14 PURLIN BEAM TYP3/16 7 1/4" STIFFENER PLATE NS & FS FASCIA 1/4" STIFFENER PLATE (4) 3/4" A307 BOLTS © EACH CONNECTION 3/ 16 TYP. 3/16 T & B 3/16 TYP. 3/16 T & B 4 BEAM TO BEAM CONNECTION CS2 SCALE: NTS PERIMETER GUTTER 3" DRAIN OUTLET 3" FLEX COUPLING W/(2) CLAMPS 3" PVC TO COLUMN 7 LEADER CONNECTION DETAIL CS2 SCALE: N.T.S 3'-0" 6'-0" (SQR) D FOOTING D ETAI L CS2 SCALE: NTS FRAMEWORK /- DECK LEADER COVER FIELD NOTE: LEAVE A 36" MIN. BLOCKOUT/CLEARANCE @ FOOTING FOR COLUMN ERECTION GENERAL CONTRACTOR TO PROVIDE 3" MINIMUM CONCRETE COVER AROUND AND / OR OVER BURIED COLUMN, BASEPLATE AND ANCHOR BOLTS TO PROTECT THEM FROM CORROSION. 4"f NON —SHRINK GROUT BY GENERAL CONTRACTOR. GROUT SHALL CONFORM TO ASTM C1107 WITH f'c = 5000 PSI. (4) 1 1 /4" OX36" LG. ANCHOR BOLTS (F1554-55) W/9" THREAD, LEVELING RING WASHERS & DBL. NUTS © TOP AND 4" THREAD, W/SINGLE NUT BOTTOM, SEE NOTE A. (6) #6 HORIZONTAL REBAR TOP AND BOTTOM EACH WAY NOTE: A) FOOTINGS INCLUDING CONCRETE, REBAR, FORMWORK AND ASSOCIATED EARTHWORK SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR EXCEPT ANCHOR BOLTS SHALL BE FURNISHED BY JIMCO AND INSTALLED BY GENERAL CONTRACTOR. B) SEE FOUNDATION, CONCRETE AND ANCHOR BOLT NOTES ON DWG CS1. C) FOOTING SHALL BE CAST AGAINST AND BEAR IN UNDISTURBED SOIL OR PROPERLY COMPACTED FI LL. N 3 r� � o w � 0 a co c� Z O J to Q J n U Lim U 0 Cn LLJ ry o H Z to Q Z z m O Q O z w m v cn � Q J LL- O �m _ QJ U J E O z< > U cr� m JO= O W dt co W r- N 6 W_ 4/11/2016 w Z DocuSigned by: P's<: 7947A4CBD4F14FA... m o' W Q L;_i Q � o W a_ U I U Z z O z W > w w 0' J W I r z 0 m w � m � m O V) cvn W 0 D U 6 Z W m J m m N o Q W I o w JOB NO. 16-1845RO DWG. NO. CS2 OF 2 SHEETS 6 5 3 2 11 E E C L HWY 301 & PRETTY POND RD, PHYRHI S, FL 33541 NEW STORE SITE/STORE NO. 37745 ELEVEn CONSTRUCTION DOCUMENTS NOTE: CONTACT THE CONSTRUCTION PROJECT MANAGER FOR ALL RFI'S, QUESTIONS REGARDING BIDDING, OR FOR A LIST OF GENERAL CONTRACTORS. E It A L 0 A D 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.CO M TEL:479.633.8165 Copyright 2016 Bates & Associates, Architects Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 O �z " O N O M 0Ui M � r, LJL rn cn O J LL gO U _V W pQ Z_ aw Q a U L.1J O U N ZO O IF _oR M F QA �GIPA , AR97905 0 ♦sTFR ED Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEALAND SIGNATURE APPLY ONLYTO THE DOCUMENTTO WHICH THEYARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 COVER SHEET ato_c z 5 M 3 2 1 6 5 VICINITY MAP I L OCATION MAP M 3 CODE INFORMATION 2 DRAWING INDEX E D PROJECT LOCATION C ICE LM EGRESS DISTANCES Exit Path Exit Path Distance A 63' B 59' 1. BUILDING CODE: 2014 FLORIDA BUILDING CODE 5TH EDITION FIRE CODE: 2014 FLORIDA FIRE PREVENTION CODE 5TH EDITION (2012 N FPA 1 /101) MECHANICAL CODE: 2014 FLORIDA MECHANICAL CODE 5TH EDITION PLUMBING CODE: 2014 FLORIDA PLUMBING CODE 5TH EDITION ELECTRICAL CODE: 2011 NATIONAL ELECTRIC CODE (NEC) ENERGY CODE: 2014 FLORIDA ENERGY CONSERVATION CODE 5TH EDITION HANDICAP ACCESSIBILITY CODE: 2014 FLORIDA ACCESSIBILITY CODE 5TH EDITION 2. BUILDING OCCUPANCY M - MERCANTILE 3. CONSTRUCTION TYPE: 2B 4. (ONE) SINGLE STORY 3,109 SF MULTI -TENANT SPACE OCCUPANT LOAD: MERCHANDISE SALES OFFICE BACKROOM COOLER/FREEZER RESTROOMS TOTAL OCCUPANTS 5. MEANS OF EGRESS: MAXIMUM TRAVEL DISTANCE 6. NUMBER OF EXITS: MINIMUM DOOR WIDTH: 7. TOILET FIXTURE COUNT: MEN: WOMEN: GROSS AREA / OCCUPANT LOAD FACTOR 1757/30 = 59 290/100 = 3 42/100 = 1 257/300 = 1 340/300 = 2 126/0 = 0 (66) 150 FEET (ANY POINT - UNSPRINKLERED) 63 FEET (ACTUAL) 2 0.2 X 66 = 13.211 (ACTUAL) = 144" / MIN. DOOR IS 34" 1 ACCESSIBLE 1 ACCESSIBLE SCOPE OF WORK 7 - ALL NOA PRODUCT APPROVALS SHALL BE SUBMITTED AS A DEFERRED SUBMITTAL. ALL NOA DOCUMENTS SELECTED BY THE G.C. SHALL BE r N REVIEWED AND APPROVED BY THE DESIGNER OF RECORD PRIOR TO FABRICATION, AND COORDINATED WITH THE CITY AS REQUIRED N - GRADING & SITEWORK. (SHALL BE SUBMITTED SEPARATELY FOR PERMIT BY SITE DEVELOPER) FA 7B7 CONSTRUCTION OF A ONE STORY, CONVENIENCE STORE BUILDING. [ - EXTERIOR SIGNAGE. (SHALL BE SUBMITTED SEPARATELY FOR PERMIT BY 0 i T=A SIGN VENDOR) • - SEE DRAWINGS FOR FULL SCOPE OF WORK FOR ENTIRE PROJECT. THIS r - I t] SUMMARY DOES NOT CHANGE OR SUPERSEDE WHAT IS SHOWN IN THE J DRAWINGS. O I IL �� F\ FF .® El 7 L FQ_1 Ll/�J 1 EGRESS PLAN Ao. i 1/8" = 1'-0" 6 5 4 3 SHEET CURRENT REVISION NUMBERI SHEET NAME ISSUED # NAME DATE GENERAL AO COVER SHEET 03/31/2016 A0.1 CODE COMPLIANCE INFORMATION SHEET 03/31/2016 STRUCTURAL S1.0 GENERAL NOTES 03/31/2016 S2.0 FOUNDATION PLAN 03/31/2016 S2.1 ROOF FRAMING PLAN 03/31/2016 S3.0 DETAILS & SECTIONS 03/31/2016 S4.0 DETAILS & SECTIONS 03/31/2016 S5.0 DETAILS & SECTIONS 03/31/2016 ARCHITECTURAL A1.0 GENERAL NOTES, ABBREVIATIONS, SYMBOLS LEGEND 03/31/2016 A2.0 FLOOR PLAN 03/31/2016 A2.1 REFLECTED CEILING PLAN 03/31/2016 A2.2 ROOF PLAN 03131/2016 A2.3 DUMPSTER ENCLOSURE & DETAILS 03/31/2016 A3.0 MATERIALS AND DOOR SCHEDULE 03/31/2016 A3.1 DOOR SCHEDULES 03/31/2016 A4.0 EXTERIOR ELEVATIONS 03/31/2016 A4.1 EXTERIOR ELEVATIONS 03/31/2016 A5.0 INTERIOR ELEVATIONS 03/31/2016 A5.1 INTERIOR ELEVATIONS 03/31/2016 A5.2 INTERIOR ELEVATIONS 03/31/2016 A5.3 INTERIOR ELEVATIONS 03/31/2016 A6.0 WALL SECTIONS 03/31/2016 A7.0 DETAILS 03/31/2016 A8.0 EQUIPMENT ELEVATIONS 03/31/2016 MECHANICAL EMS1.0 ENERGY MANAGEMENT SYSTEM 03/31/2016 M1.0 MECHANICAL PLAN 03/31/2016 M1.1 MECHANICAL ROOF PLAN 03/31/2016 M1.2 FLEXPACK DETAILS 03/31/2016 M2.0 MECHANICAL SPECIFICATIONS 03/31/2016 M2.1 REFRIGERATION SPECIFICATIONS 03/31/2016 PLUMBING P1.0 DRAIN PIPING PLAN RISER AND SCHEDULES 03/31/2016 P1.1 WATER PIPING PLAN AND RISER 03/31/2016 P1.2 PLUMBING SLAB PENETRATION PLAN 03/31/2016 P2.0 PLUMBING DETAILS & SPECIFICATIONS 03/31/2016 ELECTRICAL E0.1 SITE POWER PLAN 03/31/2016 E1.0 ELECTRICAL FLOOR PLAN 03/31/2016 E1.1 PANEL SCHEDULES AND ONE -LINE DIAGRAM 03/31/2016 E1.2 ELECTRICAL SLAB PENETRATION PLAN 03/31/2016 E1.3 ELECTRICAL HVAC/R PLAN 03/31/2016 E1.4 LOW VOLTAGE FLOOR PLAN 03/31/2016 E1.5 LOW VOLTAGE DETAILS 03/31/2016 E2.0 LIGHTING PLAN 03/31/2016 E3.0 ELECTRICAL SPECIFICATIONS 03/31/2016 EQUIPMENT/FIXTURES EF-1 EQUIPMENT FLOOR PLAN AND SCHEDULE 03/31/2016 EF-2 COUNTER FLOOR PLAN AND SCHEDULE 03/31/2016 EF-L LIGHTING PLAN AND SCHEDULE 03/31/2016 FOR REFERENCE ONLY ***DRAWINGS ARE REFERENCED IN CD SET BUT NOT INCLUDED E IC n Arm.4 It- 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W WW.BATESARCHITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 ,60 O N 0 N Q w Z) T-11 N rn U Q M O _J � w z < O w a Oz a U UV1 Z0 0 O� U M Fq�ip�o A . AR97905 RED 11�t Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 CODE COMPLIANCE INFORMATION SHEET 0 GENERAL STRUCTURAL NOTES 3 N 1 EI C 0 l9 GENERAL: DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS ELSEWHERE, EXCEPT AS OTHERWISE INDICATED. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIED UTILITIES. CODE REQUIREMENTS: THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE 5TH EDITION. FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION. TEMPORARY CONDITIONS: PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION ONLY. DESIGN CRITERIA: DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2014 FLORIDA BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LIVE LOADS WERE USED FOR DESIGN: ROOF: 20 PSF LL 30 PSF SDL WIND SPEED 140 MPH PER CHAPTER 26 ASCE 7-10 108 MPH NOMINAL RISK CATEGORY II EXPOSURE C INTERNAL PRESSURE COEFF +/- 0.18 ENCLOSED OPENINGS BELOW 60 FEET SHALL BE PROTECTED FROM WIND BORNE DEBRIS PER FBC 2014 AND ASCE 7-10 REQUIREMENTS. FOUNDATIONS: FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL RECOMMENDATIONS IN THE REPORT PREPARED BY: ARDAMAN & ASSOCIATES, INC PROJECT NUMBER: 15-1702 DATED: SEPTEMBER 2, 2015 WITH AN ALLOWABLE SOIL BEARING PRESSURE FOR SHALLOW FOUNDATIONS OF 2500 PSF. CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS SPECIFIED IN THE GEOTECHNICAL REPORT INCLUDING, BUT NOT LIMITED TO, SUBGRADE PREPARATIONS AND FOUNDATION INSTALLATION. THE GEOTECHNICAL ENGINEER SHALL EXAMINE THE EXCAVATION TO VERIFY SOIL CONDITIONS AND BEARING PRESSURE PRIOR TO PLACEMENT OF CONCRETE. CONCRETE: REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: fc ABS W/C USE 3000 PSI 0.58 FOUNDATIONS/SLAB ON GRADE 4000 PSI 0.44 ALL USES, U.N.O. CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33. REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED, REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE): FOOTINGS 3" BOTTOM AND SIDES, 2" TOP SLABS 3/4" COLUMNS 1-1/2" TO TIES, 2" TOP BEAMS 1-1/2" TO STIRRUPS WALLS 1-1/2" MECHANICAL ANCHORS: MECHANICAL ANCHORS SHALL HAVE THE [CC ES EVALUATION REPORT INDICATING CONFORMANCE WITH CURRENT APPLICABLE ICC ES ACCEPTANCE CRITERIA. MECHANICAL ANCHORS SHALL BE EXPANSION TYPE OR SCREW TYPE AS NOTED ON THE DRAWINGS. IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED ITEMS PRIOR TO DRILLING HOLES FOR ANCHORS. EXERCISE CARE IN CORING OR DRILLING TO AVOID DAMAGING EXISTING REINFORCING OR EMBEDDED ITEMS. NOTIFY THE ENGINEER IF REINFORCING STEEL OR OTHER EMBEDDED ITEMS ARE ENCOUNTERED DURING DRILLING. MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C90, TYPE 2. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fm= 1500. MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C270. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C476. ALL CELLS CONTAINING VERTICAL BARS, BOND BEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR ALLOWED IS 4'-0" UNLESS CLEAN❑OUT OPENING IS PROVIDED AT BOTTOM OF CELLS TO BE FILLED. UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY REINFORCED MASONRY WALL CONSTRUCTION WITH #5 AT 48 INCH O.C. IN GROUT FILLED CELLS. ADD (1) #5 REINFORCING BAR EACH SIDE OF OPENINGS EXCEEDING 3 FEET. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O❑WAL OR ENGINEER -APPROVED EQUAL) AT 16" O.C. TIE BEAMS: TIE BEAMS SHALL BE CONCRETE, POURED AFTER THE BLOCK WALLS BELOW ARE IN PLACE. REINFORCING SHALL BE CONTINUOUS THROUGH TIE BEAMS WITH MINIMUM LAP SPLICES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. PRECAST CONCRETE LINTELS: UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPE PRECAST CONCRETE UNITS EQUAL TO UNITS MANUFACTURED BY CAST❑CRETE CORP. AND PRESTRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) IN ACCORDANCE WITH CAST❑CRETE CORP. "DESIGN MANUAL", LATEST EDITION, FOR THE SPAN AND LOADING CONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8-1 B FOR OPENINGS LESS THAN 10 FEET AND 8F16-1 B/1T FOR OPENINGS 10 FEET TO 20 FEET. PROVIDE 8" MINIMUM BEARING FOR LINTELS UNLESS NOTED OTHERWISE. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: W-SHAPES ASTM A992 GRADE 50. CHANNELS, PLATES AND ANGLES ASTM A36. RECTANGULAR AND SQUARE TUBES ASTM A500 GRADE B (Fy = 46KSI). ROUND HSS ASTM A500 GRADE B (Fy = 42KS1). PIPES ASTM A53 GRADE B (Fy = 35KSI). DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". BOLTS SHALL CONFORM TO THE ASTM SPECIFICATION FOR A325 OR A490, HIGH STRENGTH BOLTS. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. ANCHOR RODS: UNLESS INDICATED OTHERWISE ON THE DRAWINGS, ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 AND THE SIZE SHALL BE 3/4 DIA. AND SHALL EMBED INTO THE CONCRETE FOUNDATION A DISTANCE OF V-0" WITH A HEAVY HEX NUT AT THE EMBEDDED END. STEEL JOISTS: STEEL JOISTS SHALL BE THE SIZE AND SPACING AS SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL BE DESIGNED, FABRICATED, INSTALLED AND BRIDGED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE SPECIFICATIONS. ENDS OF ALL BRIDGING LINES TERMINATING AT WALLS OR BEAMS SHALL BE ANCHORED THERETO AT TOP AND BOTTOM CHORDS. THE JOIST MANUFACTURER SHALL PROVIDE DESIGN CALCULATIONS FOR UPLIFT, EITHER CONFIRMING THE SJI BRIDGING REQUIREMENT OR PROVIDING A DESIGN ADEQUATE FOR THE UPLIFT. JOIST SIZES INDICATED ON PLANS ARE FOR STANDARD UNIFORM LOADING CONDITIONS INCLUDING DEAD, LIVE, AND POSITIVE WIND PRESSURES. JOISTS SHALL BE DESIGNED FOR ALL ADDITIONAL LOADS FROM ROOF TOP MECHANICAL UNITS, SUSPENDED EQUIPMENT, SUSPENDED WALL LOADS, OR AS INDICATED ON PLANS. JOISTS SHALL BE SPECIFICALLY DESIGNED FOR WIND UPLIFT. STEEL JOISTS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING LOADS, UNLESS NOTED OTHERWISE: 180 PLF DEAD LOAD 120 PLF LIVE LOAD 300 LB (ROOF LIVE LOAD) POINT LOAD AT ANY LOCATION ON THE TOP CHORD NEGATIVE WIND PRESSURES IN ACCORDANCE WITH COMPONENT AND CLADDING DIAGRAM USING 5 PSF DEAD LOAD FOR NET UPLIFT FORCE ANY ADDITIONAL LOADS AS INDICATED ON PLANS SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA, SUBSTANTIATING ALL STRENGTH, BRIDGING, AND SERVICEABILITY CRITERIA. STEEL ROOF DECK: STEEL ROOF DECK SHALL BE GALVANIZED AND CONFORM TO ASTM A653, STRUCTURAL QUALITY. THE GALVANIZED COATING SHALL CONFORM TO ASTM A653 G60; OR G90 WHERE LEFT PERMANENTLY EXPOSED TO WEATHER. ATTACHMENTS, CLOSURES ETC. SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. DECK WELDING SHALL BE 5/8" EFFECTIVE DIAMETER PUDDLE WELDS AT 12"O.C. AT TRANSVERSE AND PERIMETER SUPPORTS, 16" O.C. AT LONGITUDINAL SUPPORTS, AND MECHANICALLY FASTEN SIDE LAP CONNECTIONS USING #10 SELF TAPPING SCREW AT 16" O.C. UNLESS NOTED OTHERWISE ON THE DRAWINGS. REFERENCED SYMBOLS SYMBOL DESCRIPTION STEP IN WALL ELEVATION SECTION MARK 1 SIM DETAIL SECTION NUMBER A101 ON SHEET REFERENCE STRUCTURAL MASONRY WALL STRUCTURAL ABBREVIATIONS AB ANCHOR BOLT AFF ABOVE FINISHED FLOOR ARCH ARCHITECT, (URAL), (S) BLDG BUILDING BO BOTTOM OF BOT BOTTOM BRIG BEARING CANT CANTILEVER CJ CONTROL JOINT CL CENTERLINE CLR CLEAR, (ANCE) CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS COORD COORDINATE DEMO DEMOLITION DET DETAIL 0 DIAMETER DIM DIMENSION DL DEAD LOAD DWG DRAWING EA EACH EB EMBED EF EACH FACE EJ EXPANSION JOINT ELEV ELEVATION EQ EQUAL EW EACH WAY (E) EXISTING EXP EXPANSION FND FOUNDATION FTG FOOTING GA GAGE, GAUGE HORIZ HORIZONTAL, (S) HS HEADED STUD HDR HEADER INCL INCLUDE, (ED), (ING) K KIP, (S) LL LIVE LOAD MAX MAXIMUM MIN MINIMUM (N) NEW NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE HAND OWJ OPEN WEB JOIST, (S) PCF POUNDS PER CUBIC FOOT PL PLATE PLF POUNDS PER LINEAR FOOT PMT PRE ENGINEERED METAL TRUSS PWT PRE ENGINEERED WOOD TRUSS PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH REINF REINFORCE, (ED), (ING) REQ REQUIRED RTU ROOF TOP UNIT SF SQUARE FOOT SHT SHEET SIM SIMILAR STD STANDARD TB TIE BEAM TO TOP OF TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL, (S) W/O WITHOUT WWF WELDED WIRE FABRIC W/ -- WITH - ALLOWABLE DESIGN WIND PRESSURE (PSF) ZONE TRIBUTARY AREA 10 SF 50 SF 100 SF a = 4.4FT INTERIOR 1 10 / -26 10 / -24 10 / -23 009 EDGE 2 10 / -43 10 / -32 20 / -28 CORNER 3 10 / -43 10 / -32 20 / -28 mi INTERIOR 4 23 / -25 21 / -23 18 / -20 a 3 CORNER 5 23 / -31 21 / -26 18 / -20 SELECT STRUCTURAL 12573 New Brittany Blvd Fort Myers, Florida 33907 Phone: (239) 210-5090 info@selectstructural.com Certification Auth. 28357 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS. CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement In writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at Job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT OMNI ENGINEERS Z W 5 ^ CL Oo J N p W W > F— W p M W D 0 O O CL M O J Q M CM �— (n -. G� O J LL Z �- W J U o � -' W J z W 9 C � a its = � � � cn O U J w M CL O z W a ti N CU � v Oo O � r= V_ W U ,``►►► a i�►►► ►�i N 515 : G'. .� O ,c� STATE OF :•44/% P,.: \�,�. 0 R , O M REVISIONS NO. DATE I DESCRIPTION PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 GENERAL NOTES SELECT/STRUCTURAL 5 4 3 1 2 1 1 2 11 E M 27'-0" 16'-2" i. 27'-6" i. 70' - 8" 2 FOUNDATION PLAN 1 /4" = 1'-0" FOUNDATION PLAN NOTES: SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DROPS, AND DRAIN LOCATION IN FLOOR SLABS. DO NOT SCALE DRAWINGS. VERIFY/COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS BEFORE COMMENCING CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER AND ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. FX INDICATES FOOTING TYPE, SEE SCHEDULE THIS SHEET. (X'-X") INDICATES TOP OF FOOTING ELEVATION (-l'-4" UNO). W1 - INDICATES 8" CMU WALL W/ #5 AT 32" OC MAX AND AT CORNERS, INTERSECTIONS AND BOTH SIDES OF OPENINGS. C1 - INDICATES CONCRETE COLUMN W/ (6) #5 VERTS & #3 TIES @ 8" OC. PROVIDE SLAB JOINTS AS IN 1/S3.0 LOCATE CONTROL JOINTS IN CMU WALLS PER ARCH AS IN 7/S3.0 HSS COLUMN SCHEDULE TYPE BASE PLATE SIZE ANCHOR RODS HSS6X4X3/8 12"x12"x3/4" (4) 3/4"0 x 9" EMBED WALL FOUNDATION SCHEDULE TYPE MARK WIDTH DEPTH REINFORCING F20W 2'- 0" 1' - 0" (2) #5 CONTINUOUS F40W 4' - 0" 1' - 0" (3) #5 CONTINUOUS & #5 @ 12" OC TRANSVERSE COLUMN FOUNDATION SCHEDULE TYPE MARK WIDTH LENGTH DEPTH REINFORCING F30 3' - 0" 3' - 0" 1' - 0" 1 (4) #5 EW BOTTOM 2 S5.0 6Y.1K: 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARC H ITECTS. CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement In writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT OMNI ENGINEERS 0 D Z W O o � N ❑ W UJ NW ❑ W 1..� O M 0 O M O M J Q M J Q 0 J U) - 'y LL Z ~ W � U ❑ J W J z �=W�o w W ozs L) � � � _ W W M rL O zCL ti N U v -- - - - A = Z O o � o C7 W U 28' - 0" F---—------------------------- I I II I I(( ' * �P �C. • A - - ------------------- B Zf F40W N 5S1�5 TWALL=T4" I 5"CONC SLAB ON GRADE W/ 6x6 W1.4xW1.4 WWF ,9s••O'•2�,'' F- = o II II o II (I =��: �•,0i 'F OT '0 S- T/SLB=-1 1/2" � P •;�:��J/Aj 0'�i4OR1OC\ ' NA TVALL=7-4" S/ "�.� -- S5.0 still s I ° I L — — — J L — — — J DUMPSTER ENCLOSURE FOUNDATION PLAN 1/4" = V-0" SELECT. SELECT STRUCTURAL 12573 New Brittany Blvd Fort Myers, Florida 33907 Phone: (239) 210-5090 info@selectstructural.com Certification Auth. 28357 STRUCTURAL M REVISIONS NO. DATE I DESCRIPTION PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 FOUNDATION PLAN 5 11. N 1 6 5 3 2 1 E T/WALL: T/WALL = C T/WALL = 0 ffluff.w 2 1.2 1.1 1 ROOF 1 /4" = 1'-0" ROOF FRAMING PLAN NOTES: D1 - INDICATES SPAN DIRECTION OF 11/2" x 20 GA TYPE "B" ROOF DECK. ROOF DECK CONNECTION PUDDLE WELDS ON A 36/7 PATTERN W/ (3) #10 TEK SCREWS SIDELAP FASTENERS PER SPAN. 'TX'-)C INDICATES TOP OF BEAM ELEVATION. SEE COMPONENTS AND CLADDING WIND PRESSURE FOR NET UPLIFT FOR JOIST DESIGN. JOIST MANUFACTURER SHALL PROVIDE ADEQUATE BOTTOM CHORD BRACING FOR THE JOIST TO RESIST UPLIFT FORCES. USE 5 PSF DL TO CALCULATE NET ROOF UPLIFT. JOIST MANUFACTURER TO DESIGN JOISTS FOR RTU LOAD INDICATED ON ROOF FRAMING PLAN.RTU LOADS ARE IN ADDITION TO REGULAR DEAD AND LIVE LOADS. W1 INDICATES 8" CMU WALL W/ #5 AT 32" OC MAX AND AT CORNERS, INTERSECTIONS AND BOTH SIDES OF OPENINGS. M CONCRETE BEAM SCHEDULE MARK WIDTH HEIGHT TOP MID BOT STIRRUPS COMMENTS B1 8" 2' - 0" (2) #6 (2) #5 (2) #6 #3 @ 12" OC BB1 8" 1'- 4" (1) #5 - (1) #5 - BOND BEAM �IK: Y. _ _ B 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.COM TEL: 479.633.8165 V Copyright 2D16 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement In writing and with appropriate compensation to the Architect. p Contractor is responsible for confirming and correlating dimensions at — job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. D SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 - CAPE CORAL, FL 33991 r TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIEL TUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT OMNI ENGINEERS ft SELECT. Z W ^Z> C L OCN J N o W W > H W p W U) 0) 0 Q M M OO �M�QM 0 —1 � �-0,� U Z ~ � o � W � W J Z W C CL = < O LLJ > C.6 010 U W 5- O Z o- c I >- W V �- U 3: Z � O U) I— o _ W U N 3515 13 S TE OF .' 4/ � %•OF` c� O R 10 P GN REVISIONS NO. DATE I DESCRIPTION SELECT STRUCTURAL PROJECT NUMBER: 16018 12573 New Brittany Blvd RELEASE DATE: 03/31/2016 Fort Myers, Florida 33907 Phone: (239) 210-5090 ROOF FRAMING PLAN info@selectstructural.com Certification Auth. 28357 STRUCTURAL 5 M 3 N 1 6 I 5 3 2 E C 0 0 KEYED JOINT (AT SLAB MID -DEPTH) PAINT W/CURING COMPOUND AS BOND BREAK BEFORE ADJACENT SLAB IS PLACED SLAB REINF SAW CUT JOINT SAME DAY AS POUR g� t m; VAPOR BARRIER IV:3H PER ARCH CONSTRUCTION JOINT COMPACTED STRUCTURAL FILL m m a SLAB n REINF 1 1 1 L I 1 _L 1' I �— VAPOR BARRIER PER ARCH COMPACTED STRUCTURAL FILL NOTE: CONTROL JOINTS TO BE SPACED PER ACI RECOMMENDATIONS AND 36x SLAB DEPTH OC MAX CONTROL JOINT 1 TYPICAL JOINT DETAILS NTS CONCRETE SLAB PER PLAN SEE FTG SCHEDULE FOR SIZE AND REINF LAP REINFORCING 48 BAR DIAMETERS W/ DOWELS INTO FTG GROUT CELLS SOLID BELOW SLAB z 2 TOP OF FTG OL V PER PLAN i+1 5 TYPICAL STEMWALL FOOTING 3/4" = V-0" CONC SLAB PER PLAN 42 ji- _° ` 'a. (2) #5x CONT THICKENED SLAB v 3/4" = 1'-0" 6 V-0" z 0 5 CORNER REINFORCING (1) #5 2'-6" 2'-6" a a �d a ad d . EXTEND ALL REINFORCING TO FAR FACE CONC FOOTING FOOTING CORNER DETAIL 2NTS CONC COLUMN 1 1/2" CLR PER PLAN °4 DOWELS TO MATCH ; SIZE AND QTY OF VERT BARS, LAP 24 ' BAR DIAMETERS CONC SLAB ° PER PLAN w z N Q ::: SEE FOOTING SCHEDULE -i , .Qa — FOR SIZE AND REINF s A o- - - �..� 6 TYPICAL CONCRETE COLUMN DETAIL 3/4" = 1'-0" i STEEL COLUMN BLOCKOUT 3NTS CONT JOINT FROM TOP OF FOOTING TO BOTTOM OF ROOF TIEBEAM RAKE AND CAULK LINE HALF CAVITY W/BLDG PAPER AND FILL W/MORTAR COORD LOCATION WITH ARCH DISCONTINUOUS JOINT OPTION 1 REINFORCING RAKE JOINT AND CAULK PREMOLDED RUBBER JOINT DISCONTINUOUS JOINT REINFORCING OPTION 2 HSS COL. & BASE PLATE PER PLAN COLUMN BLOCK -OUT SEE DETAIL 3 / S3.0 PROVIDE 3" MIN. CONC. D COVER OVER ANCHOR SLAB PER PLAN BOLTS AND BASE PLATE I TOP OF SLAB PER PLAN ' 4- 1 1/2" MIN NON 1 SHRINK GROUT TOP OF FTG% PER PLAN w = \ - �,'; _ ° ,d �\ CUD, W \ i o- SEE FOOTING SCHEDULE FOR w SIZE AND REINF • _- gyp' /�\ 7 TYPICAL MASONRY CONTROL JOINT NTS 4 HSS COLUMN FOOTING 3/4" = 1'-0" CONC SLAB PER PLAN GROUT SOLID BELOW GRADE SEE FTG SCHEDULE FOR SIZE AND REINF (1) #5 CONT d,. - = —III-z M 71 0 #5 @ 16" OC r ° .,. n �p ,° h ° �G . 8 TYPICAL DOOR THRESHOLD 3/4" = 1'-0" 2 Ah Pro LW*= 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCHITECTS. COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as Instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement In writing and with appropriate compensation to the Architect. Contractor Is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT OMNI ENGINEERS F_ Z W 3; a— OO J N o W > W I_ W LL o W O O a c0 M J Q Q M M ~ Q O LL Z ~ W � o Z � W J = W O C LU0,5 U _J W �— c LL 0 Z W n- ti > N V EL V Z O U) 0 T� r1 V NW 0. U ,t111uu11111 E B �`TP �.Y C'•F RHO ��i �C-�• N 15 •�� �'.• S TAT E OF : 4(Qop �/ IFS •' • R �. • C? �� All - REVISIONS NO. DATE DESCRIPTION SELECT STRUCTURAL A PROJECT NUMBER: 12573 New Brittany Blvd RELEASE DATE: Fort Myers, Florida 33907 Phone: (239) 210-5090 DETAILS & SECTIONS info@selectstructural.com Certification Auth. 28357 SELECT STRUCTURAL. 1 16018 03/31/2016 6 5 4 3 2 1 OPENING WIDTH LINTEL SIZE W < 6' 8F8 6' < W < 10' 8F16-1 B/2T 10' < W < 14' 8F24-1 B/2T BENT #5 W/ 18" LEGS, TYP Ei CORNER BAR (1) #5 TOP iv OPEN FACE BLOCK C 1/2 S STIRRUP SPACING "S" WIDTH TO FILL THIS CELL SOLID = ; BOND BEAM = • ; : TOP REINFORCING GROUT SOLID #5 BAR IN = z EXTEND REBAR ~ HORIZONTAL REINFORCING GROUT FILLED o INTO BEAM A ` - , : d, 9 °a w STIRRUPS PER SCHEDULE -SEE SCHEDULE .:. _ (1)#5BOTCELL z 9]IV - °° P °r1l ^BOTTOM REINFORCING BOND BEAMG2'-6" VRE# CORNPRECAST LINTEL a' PER PLAN EACH LAYER 2r_6rrIF NWDITH2" CLR Cy'G 00 NOMINAL WIDTH QUANTITY #5 REBAR AT Q BOTTOM OFF LINTEL CAVITY #5 REBAR EACH 16" MIN BRG 0 00� 6- BIT CELL GROUT SOLID #5 BARS IN GROUT F= FILLED WITH FILLED CELLS GROUT/ U=UNFILLED QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT C Al STEPPED BOND BEAM NTS WELD L2 1/2" x 2 1/2" x 1/4" FROM LOCATION OF LOAD TO NEAREST PANEL POINT (ON OPP CHORD OF JOIST) EQUIP CURB POINT LOAD, ETCu STEEL JOIST NOTE: JOIST STIFFENERS NOT REQUIRED FOR POINT LOADS 5 250 LBS @ TOP CHORD 5 100 LBS @ BOT CHORD WHERE POINT LOADS OCCUR BETWEEN JOIST PANEL POINTS 5 JOIST STIFFENER DETAIL NTS L. SEE DETAILS FOR SPLICE PLATE JI 1/2"x2"xV-0" tASPACIN4G O O 8 3/16 6 L3x3xCONT DECK ANGLE -SEE DETAILS FOR SIZE SEE DETAILS FOR SPLICE PLATE MAX SPACING 1 /2"x3"xV-0" O MM!t 8" MIN L4x4xCONT DECK ANGLE 3/16 V 6 -SEE DETAILS FOR SIZE 9 DECK ANGLE SPLICE DETAIL NTS 2 PRECAST LINTEL SCHEDULE NTS n TOP OF WALL TYP PER PLAN 3/16 L3x3x3/16"x CONT W/ 5/8" 0 CONIC SCREW IN 8X8 BOND BEAM ANCHORS @ 24" OC W/ (1) #5 CONT MIN 4" EMBEDMENT AND 2 1/4" EDGE DISTANCE 3/16 CMU WALL PER PLAN ROOF DECK, SEE PLAN r401LTOP n OF BEAM PER PLAN POINT LOAD --------------- OWJ BOND BEAM P ' PER PLAN PER PLAN L5x5x5/8" x0'-9" EMBED PLATE 1/2"x12x12 W/ (4) 3/4" 0 x 5" HS @ 9" GAGE 3/16 1/2" RETURN 1/2" RETURN PLATE 1/2"x8"x1'-0" W/ (4) 1/2" DIA x 6" HS 6 JOIST TO TIE BEAM CONNECTION 3/4" = 1'-0" CMU WALL PER PLAN CONIC BEAM PER PLAN 1/4 V HSS COLUMN PER PLAN OHSS TO CONICBEAM CONNECTION 3/4" = 1'-0" L3x3x1/4" MIN -TYP - AT OPENINGS - SEE MECH FRAMING DETAIL FOR ANGLE SIZE BELOW CURBS JOIST TOP CHORD 3 TYPICAL CONCRETE BEAM DETAIL NTS 8x8 BOND BEAM W/ (1) #5 CONT METAL ROOF DECK, PER PLAN JOIST - / I JOIST BRIDGING BY JOIST MFG (TYP) L3x3x1/4"x1'-0" W/ (2) 3/4" DIA SCREW ANCHOR @ 8" OC, W/ 4" MIN EMBED (MIN) - TYPICAL rik TOP OF WALL M--/ PER PLAN CMU WALL PER PLAN jIIii TOP OF BEAM PER PLAN BOND BEAM PER PLAN GROUT SOLID @ SUPPORT ANCHOR (TYP) 4 TYPICAL BOND BEAM CORNER 3/4" = 1'-0" 8x8 BOND BEAM W/ (1) #5 CONT CMU WALL PER PLAN METAL DECK PER PLAN BEARING — ELEVATION z L4x4x1/4"xCONT W/ — 3/4" DIA SCREW ANCHORS @ 24" OC W/ 4"EMBEDMENT TOP OF WALL PER PLAN BOND BEAM PER PLAN 7 TYPICAL JOIST BRIDGING AT CMU WALL METAL DECK TO TIE BEAM 3/4" = V-0" 8 3/4" = 1'-0" EXTEND ANGLE IF REQUIRED FOR HVAC UNITS OVER 6-0" LONG ANGLE PLACED III 1 DIRECTLY UNDER �p i i1 HVAC UNIT CURB II BAR JOIST STIFFENER TYP 3/16 jll i i1 LINE OF HVAC III MAY BE REQUIRED REFER L;±41 �� TO BAR JOIST STIFFENER % OL I —__—s-------------=-L__-- DETAIL 5 / S4.0 ------------------ I II i t l i II 1 1 II l i II WELD DECK TO PERIMETER I l i II ANGLE ALL 4 II I 11 II 5/8 6 OC SIDES OPENING SIZE - SEE PLAN AND VERIFY W/ Q TRADE INVOLVED I U) II i l II I I � 11 II j I I II i t 11 II I I 11 II �I II 1 1 I AT CONTRACTOR'S OPTION. 1 0 11 IF DECK OPENING REQUIRED ------------------------- 11 11 ONLY AT HVAC DUCT WORK f° 11 i 1 USE L3x3x1/4 ANGLE TO l SUPPORT DECK AT 1 L4x4x1/4"x0'-4" II i l OPENING 1 1 REFER TO HVAC (4 PLACES) 3/16 II i 1 i II CURB DETAIL THIS SHEET 1. LOCATE ANGLE BELOW ALL EQUIP CURBS AND AROUND ALL ROOF OPENINGS. SEE L6x4x3/8xO'-8" MECH CURB FRAMING DETAIL FOR FRAME SUPPORT ANGLE SIZE. 11 ANGLE SIZES 11 LONG LLV 2. CONTRACTOR SHALL VERIFY LOCATIONS AND SIZE OF OPENINGS PRIOR TO STEEL PER SCHEDULE FABRICATION. ANGLE TO 3. FRAME IS REQ'D FOR OPENINGS V-0" AND GREATER. ANGLE CONNECTION 3/16 11 ROOF OPENING FRAMING 3/4" = 1'-0" ROOF TOP UNIT FRAME SCHEDULE UNIT WEIGHT ANGLE SIZE 0-1000 LBS L 3x3x1/4" 1001-2500 LBS L 441/4" 2501-6000 LBS L 6x6x3/8" ROOF OPENING CURB FRAMING 12 3/4" = 1'-0" SELECT STRUCTURAL 12573 New Brittany Blvd Fort Myers, Florida 33907 Phone: (239) 210-5090 info@selectstructural.com Certification Auth. 28357 SELECT STRUCTURAL 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS. CO M TEL: 479.633.8165 Copyright ZD16 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remaln the property of the Architect. They are not to be used on other protects or extensions to this project except by agreement In writing and with appropriate compensation to the Architect. Contractor Is responsible for confirming and correlating dimensions at Job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT OMNI ENGINEERS a1 Z W I..L O o J N o W W > I— NW o W U) 01) I..� O M � Q M LO O 0- M .J Q CM E- J Q O J Z J U o -� W J DC Z W = W < O C > 0,6 to L) J �r­ W W co 0- O �J- CL ti N U F, v OO F— o �= d? V NW U ,,,%������i��i 15 • STATE OF :4u�/ oo 40FR�DP����`� i►nn�� REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: RELEASE DATE: DETAILS & SECTIONS 16018 03/31/2016 z 5 0 k, 2 1 F1 c W 0 CROWN TOP 6" 0 CONCRETE FILLED SCHEDL 40 STEEL PIPE CROWN FOOT 1/2" X 14" REBA ANCHORS THRI PIPE BOTH WA` 1'-6" DIAMETER ol BOLLARD SECTION 3/4" = V-0" ti 8"X8" BOND BEAM W/ (1) #5 CONTINUOUS 8" CMU WALL W/ #5 VERTS @16" O.C. GROUTED SOLID DOWEL TO MATCH SIZE & SPACING OF VERTICAL BARS CONC SLAB PER PLAN /L _ = d.4 1- a ne Q CONIC FOOTING W/ (3) #5 CONTINUOUS & #5 @12" O.C. TRANSVERSE 2 DUMPSTER WALL SECTION 3/4" = 1'-0" 4'-0" cf) DOUBLE TIES AT TOP & BTM. I 02 POLE BASE DETAIL v 3/4" = V-0" CENTER POLE ON FOOTING 1" CHAMFER NON -SHRINK GROUT PER POLE MFR. (4) 3/4" DIA. X 2'-6" ANCHOR BOLTS, OR PER MFR. GRADE OR PAVING, REF CIVIL (8) #6'S VERTICAL W/ #3 ROUND TIES @ 12" O.C. CLEAR (TYP.) SELECT STRUCTURAL 12573 New Brittany Blvd Fort Myers, Florida 33907 Phone: (239) 210-5090 info@selectstructural.com Certification Auth. 28357 Date; 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remaln the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement In writing and with appropriate compensation to the Architect. Contractor Is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT OMNI ENGINEERS C11 Z W 2 CL Oo _J N o W W 01f > �— W p zj: W O M � Q co O � M �— }-LL Q p U) 1— Z~ � U o J w W —� oc Z 9 � = W � o > 06 U) JV--- 2 - W W M cL O z ti N U EL v = Z � O O I- o C� W ry U ,,%%J 1 1111111111 B��, P� � • C•E • R`r0 ; No 5 O,•.... � TAT E O F . Q1 NALE�•�`,• 1111110 IA REVISIONS NO. DATE I DESCRIPTION PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 DETAILS & SECTIONS 6 5 4 3 SELECT, STRUCTURAL (, 5 3 2 1 m In M 10 O N Rt EI CI NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT AB ANCHOR BOLT ACP ACOUSTICAL CEILING PANEL ACT ACOUSTICAL CEILING TILE ADH ADHESIVE ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM AP ACCESS PANEL APC ARCHITECTURAL PRECAST CONCRETE BD BOARD BLDG BUILDING BLKNG BLOCK (BLOCKING) B.M. BENCH MARK BO BOTTOM OF BOT BOTTOM BSMT BASEMENT CG CORNER GUARD CI CAST IRON CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CORRCORRIDOR CS COUNTERSUNK CT CERAMIC TILE CVR COVER DD DECK DRAIN DEMO DEMOLITION DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DL DEAD LOAD DN DOWN DP DAMP PROOFING DR DOOR DS DOWNSPOUT DWG DRAWING E EAST EA EACH EC EXPOSED CONSTRUCTION EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE EQ EQUAL EQUIP EQUIPMENT ETR EXISTING TO REMAIN EWC ELECTRICAL WATER COOLER EWS EMERGENCY WASH STATION EXH EXHAUST EXIST EXISTING EXP EXPANSION EXT EXTERIOR FA FIRE ALARM FAS FASTEN,FASTENER FBD FIBERBOARD FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FFE FINISHED FLOOR ELEVATION FFL FINISHED FLOOR LINE FG FLOAT GLASS FGL FIBERGLASS FHS FIRE HOSE STATION FIN FINISH (ED) FJT FLUSH JOINT FL FLOW LINE FLG FLASHING FLR FLOOR (ING) FLUR FLUORESCENT FLX FLEXIBLE FN FENCE FND FOUNDATION FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FP FIREPROOF FPL FIREPLACE FR FRAME (D), (ING) FRT FIRE -RETARDANT FS FULL SIZE FTG FOOTING FUR FURR (ED), (ING) FUT FUTURE FXT FIXTURE GA GAGE, GAUGE GB GRAB BAR GC GENERAL CONTRACT, (OR) GCMU GLAZED CONCRETE MASONRY UNITS GD GKT GL GLAM GLB GPDW GPL GPPL GPT GPW GRD GRHS GRN GRT GT GUT GV GVL HB HBO HC HCR HD HDR H DW HOR H PT HRL HT HTG HVAC W7 ID IGL INCAN INCIN INCL INS INSC INT INTM INV JC JF JT KIT KO KPL L LAB LAD LAM LAV LB LBL LGL LH LL LLD LMS LO LOC LPT LT LTL LVR LW M MAS MAX MB MBR MC MDO MECH MED MET MFR MGL MH MISC MLD MM MMB MN MOD MOV MR MR MRB MT MTL MULL MW N NAT NI NIC NL NO NOM NR NTS ABBREVIATIONS GRADE, (ING) GASKET, (ED) GLASS, GLAZING GLAZED LAMINATE GLASS BLOCK GYPSUM DRYWALL GYPSUM LATH GYPSUM PLASTER GYPSUM TILE GYPSUM WALLBOARD GUARD GREENHOUSE GRANITE GRATE, (ING) GROUT GUTTER GALVANIZED GRAVEL HOSE BIBB HARDBOARD HANDICAP HOLLOW CORE HEAVY DUTY HEADER HARDWARE HORIZONTAL HIGH POINT HANDRAIL HEIGHT HEATING HEATING/VENTILATION/AIR CONDITIONING HARDWOOD INSIDE DIAMETER INSULATING GLASS INCANDESCENT INCINERATOR INCLUDE, (ED), (ING) INSULATE, (ED), (ING) INSULATING CONCRETE INTERIOR INTERMEDIATE INVERT JOIST JANITOR'S CLOSET JOINT FILLER JOINT KITCHEN KNOCKOUT KICKPLATE LENGTH LABORATORY LADDER LAMINATE, (ED) LAVATORY LAG BOLT LABEL LAMINATED GLASS LEFT HAND LIVE LOAD LOOSE LAND LIMESTONE LAYOUT LOCATE LOW POINT LIGHT LINTEL LOUVER LIGHTWEIGHT METER, (S) MASONRY MAXIMUM MACHINE BOLT MEMBER MEDICINE CABINET MEDIUM DENSITY OVERLAY MECHANIC, (AL) MEDIUM METAL MANUFACTURE, (ER) MIRROR GLASS (FRAMED) MANHOLE MISCELLANEOUS MOLDING, MOULDING MILLIMETER, (S) MEMBRANE MINIMUM MODULAR MOVABLE MIRROR MOP RECEPTOR MARBLE MOUNT, (ED), (ING) MATERIAL MULLION MICROWAVE NORTH NATURAL NICKEL NOT IN CONTRACT NAILABLE NUMBER NOMINAL NOISE REDUCTION NOT TO SCALE OVERALL OC OD OH OP OPG OPH ORN PAR PB PBD PCC PCF PCPL PD PE PER PERF PFB PFN PG PK PL PLA PLAM PLAS PLF PLT PLTG PNL PNT PREM PRF PRPT PSF PSI PT PT PTD PTN PTR PTR PV PVC PVMT PWD QT R R&S RA RAD RB RBL RBT RBT RCP RD REC RECP REF REFR REG REM REN REQ'D RES RET REV RFG RFH RFL RFT RH RL RM RO ROK ROW RS RVS RVT SA SC SCH SCN SCUP SD SDG SEC SF SFGL SFLR SG SGL SH SHNG SHT SHTH SHU SKL SL SLNT SLO SM SOL SP SPC SPEC SPH SPK ON CENTER, (S) OUTSIDE DIAMETER OVERHEAD OPAQUE OPENING OPPOSITE HAND ORNAMENTAL PARALLEL PANIC BAR PARTICLE BOARD PRECAST CONCRETE POUNDS PER CUBIC FOOT PORTLAND CEMENT PLASTER POUND, (S) PORCELAIN ENAMEL PERIMETER PERFORATE, (D) PREFABRICATE, (ED) PREFINISHED PLATE GLASS PARKING PLATE PLASTIC PLASTIC LAMINATE PLASTER POUNDS PER LINEAR FOOT PROPERTY LINE PLANTING PANEL, (ING) PAINT, (ED) PREMOLDED PERFORATED PARAPET POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT PRESSURE TREATED PAPER TOWEL DISPENSER PARTITION PAPER TOWEL RECEPTOR PLANTER PAVE, (D), (ING) POLYVINYL CHLORIDE PAVEMENT PLYWOOD QUARRY TILE RISER ROD AND SHELF RETURN AIR RADIUS RUBBER BASE RUBBER STONE RABBET, REBATE RUBBER TILE ROUND CONCRETE PIPE ROOF DRAIN RECESS, (ED) REINFORCED CONCRETE PIPE REFER, (ENCE) REFRIGERATOR REGISTER REMOVE, (ABLE) REINFORCE, (ED), (ING) REQUIRED RESILIENT RETURN REVISE, (S), (ED) ROOFING ROOF HATCH REFLECT, (ED), (IVE), (OR) RAFTER RIGHT HAND RAIL, (ING) ROOM ROUGH OPENING ROWLOCK RIGHT OF WAY ROUGH SAWN REVERSE (SIDE) RIVET SOUTH SUPPLY AIR SOLID CORE SCHEDULE SCREEN, (ED) SCUPPER STORM DRAIN SIDING SECTION STOREFRONT SAFETY GLASS SUBFLOOR SHEET GLASS SPANDREL GLASS SHELF, SHELVING SHINGLE, (S) SHEET SHEATH, (ING) SHUTTER, (S) SKYLIGHT SLEEVE SEALANT SLOPE SIMILAR SOLDIER SOUNDPROOF SPACE, (R) SPECIFICATION SPLASH SPEAKER SPL SPECIAL SQ SQUARE SSK SERVICE SINK SST STAINLESS STEEL ST STEEL STA STATION STCO STUCCO STD STANDARD STG SEATING STGL STAINED GLASS STO STORAGE STR STRUCTURAL SUS SUSPENDED SVYD SERVICE YARD SYD SIDE YARD SYM SYMMETRY, (ETRICAL) SYN SYNTHETIC SYS SYSTEM T TREAD T&G TONGUE AND GROOVE TB TOWEL BAR TBRL TO BE RELOCATED TC TOP OF CURB TEL TELEPHONE TG TEMPERED GLASS THK THICK, (NESS) THR THRESHOLD TIG TEMPERED INSULATED GLASS TJ TOP OF JOIST TKBD TACKBOARD TOBR TO BE REMOVED TOL TOLERANCE TOR TO REMAIN TP TOP OF PLATE TPD TOILET PAPER DISPENSER TPG TOPPING TPTN TOILET PARTITION TR TRANSOM TRNB TURNBUCKLE TS TUBE STEEL TSF TOP OF SUBFLOOR TSL TOP OF CONCRETE SLAB TST TOP OF STEEL TV TELEVISION TW TOP OF WALL TYP TYPICAL TZ TERRAZO UC UNDERCUT UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL UTL UTILITY VAR VARNISH VB VAPOR BARRIER VB VINYL BASE VCT VINYL COMPOSITION TILE VERT VERTICAL VF VINYL FABRIC VG VERTICAL GRAIN VICP VITREOUS CLAY PIPE VICT VITREOUS CLAY TILE VJ V-JOINT VN VINYL VNR VENEER VT VINYL TILE W WEST WC WATER CLOSET WD WOOD WG WIRED GLASS WH WALL HUNG WHS WHEEL STOP WHTR WATER HEATER WI WROUGHT IRON WID WIDTH, WIDE WIN WINDOW WM WIRE MESH WO WITHOUT WP WATERPROOFING WR WATER RESISTANT WS WATERSTOP WSCT WAINSCOT WST WEATHERSTRIP, (ING) WWF WELDED WIRE FABRIC 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 IN HIS 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, ETC. 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 N xxxxxxxx - NORTH ARROW 0 - ROOM TAG x.x.x. _ HEIGHT x'-Xxn ELEVATION INDICATOR Ax - REVISION DELTA x.x.x. - SPOT ELEVATION 000a - DOOR TAG x1-e11 INDICATOR -ENLARGED x- DETAIL INDICATOR LJ x - GRID LINE - + _ x ;I INDICATOR 0 - WINDOW TAG xx - WALL TAG FIRE EXTINGUISHER - EQUIPMENT TAG - KEY NOTE INDICATOR CE)- FINISH INDICATOR x xxx - SECTION CUT INDICATOR xx.x x - ELEVATION INDICATOR GENERAL NOTES(CONT) 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/ACTUAL/POST 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 SIP 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. CONIC SLAB CUTTING & PATCHING C. CEILINGS D. LIGHTING E. HVAC E C A dk 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECrS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects Drawings and Specifications as instruments ofservice are and shall remain the property ofthe Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 O N �z N 0 0Z) M Z)Ln rI LJL o M Q Uo U_ a LL Z _ �z< :5o U os ? . Wa Oa a U W o U Mz o o 0 U �,• AR97905 k FRED Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIG NATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT, REVISIONS NO. DATE DESCRIPTION PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 GENERAL NOTES, ABBREVIATIONS, SYMBOLS LEGEND 6 5 4 3 2 1 6 5 ri cn r-i r-1 kD r-I 0 N 1/2" STUCCO FINISH OVER PAPER BACK LATH SYSTEM SIMILAR TO CLARK DIETRICH GALVANIZED STEEL PLASTERISTUCCO BASE PERM -A -BARRIER BY W.R. GRACE OR EQUAL �:l - FINISH AS SCHEDULED; -•I' REF SHEET A3.0 1/2" GYP BOARD MIN 20GA 3 5/8" MTL STUDS @ 24" O.C. 7 { TOOLED MORTAR JOINT MIN R-19 INSULATION I REINFORCE AND GROUT; REFSTRUCTURAL W1 EXTERIOR WALL EXTERIOR WALL W1 5/8" PLYWOOD @ INTERIOR SIDE 4 , PARTITION TYPES 11/2if = 1'-011 12" MAX SLOPF 1/8" PER FT 20 GA. METAL STI FRAMING @ 24" C INTERIOR WALL FINISH AS SCHEDULED SUBSTRATE PER WALL TAG (MOIS• RESISTANT GYP BD, @ WET LOCATIONS) 3� 5/8 � (6" @ PLUMBING) 6" @ BEVERAGE BAR EPDXY PAINT INTERIOR SIDE OF NTD: FACE OF 3 5/8" CMU BLOCK WALL STUD AT BEVERAGE 3 5/8"lof BAR TO BE 6" OFF CMU WALL WITH REAR WALL REINFORCEMENT AND GROUT; REF STRUCTURAL 3 5/8" 20 GA. METAL STUD FRAMING @ TOOLED MORTAR JOINT 24" O.C. INTERIOR WALL TSTUCCO TO MATCH FINISH AS BUILDING FINISH SCHEDULED 1/2" GYP BOARD INTERIOR PARTITION W3 INTERIOR PARTITION W4 DUMPSTER ENCLOSURE WALL W2 1/2" GYP BOARD NOTES: INTERIOR PARTITION INTERIOR P�ARTION1. ALL CMU & MORTAR TO BE MANUFACTURED WITH INTEGRAL W 5/8" PLYWOOD @ W3 5/8° PLYWOOD WATER RESISTANCE ELECTRICAL SIDE ONLY ELECTRICAL SILY 2. ALL INTERIOR PARTITIONS TO DECK UNLESS OTHERWISE NOTED 3. ALL GYPSUM BOARD TO BE INSTALLED VERTICALLY TILE ON THIN -SET MORTAR BED SEALANT THIN SET BOND COAT OR � SI nDF 1/R" PER1=T PRIMER PER MANUFACTURER'S ° - - REC O MMENDA TIONS - d < WATERPROOFING - 9 MEMBRANE GRADE CONIC SLAB. REF STRUCT. CONC. SLAB ON GRADE APPLICATION FOR RECESSES AT DRAINS RESTROOM FLOOR DRAIN DETAIL N.T.S. O NULMJ EH SN1 '�'' SN2 A 1/4" ACRYLIC BACKPLATE FOAM TAPE } 1/32" RAISED GRAPHICS SN5%, 1/40" RAISED GRADE 2 BRAILLE 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 60" 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. W1 z A.1 14 SIGNAGE SN1 MEN'S RESTROOM (REFERENCE A2.0) SN2 WOMEN'S RESTROOM (REFERENCE A2.0) 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. GENERAL NOTES 1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE CONSTRUCTION PROJECT MANAGER. 2. CONSTRUCTION PROJECT MANAGER SHALL VERIFY ALL BUILDING DIMENSIONS, AND SITE GRADES PRIOR TO START OF WORK. 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 PERTAINING TO SAME IS BEGUN. 4. ALL DIMENSIONS ON PLANS UNLESS OTHERWISE NOTED ARE TO OUTSIDE FACE OF SIP, CMU BLOCK OR STRUCTURAL SHEATHING. 5. 2" AIR SPACE BETWEEN COOLER WALL AND BUILDING WALL, OR ANY EQUIPMENT ADJACENT TO COOLER. WALK-IN COOLER SUPPLIED BY 7-ELEVEN, INC, INSTALLATION TO BE DETERMINED BY CONSTRUCTION PROJECT MANAGER. 6, FIRE EXTINGUISHER: #10 CLASS ABC WITH UL RATING 4A-60BC. SURFACE MOUNTED ON WALL WITH MANUFACTURERS ALL STEEL WALL BRACKET. JL INDUSTRIES INC. (COSMIC 10E) OR APPROVED EQUAL WITH INSPECTION TAG AS REQUIRED BY LOCAL CODES. 7. ALL WALL FINISHES IN THE MERCHANDISE / SALES AREAS SHALL BE FRP WALL PANEL "FRP-A" UNLESS NOTED OTHERWISE ON THE FLOOR PLAN. (REFERENCE SHEET A3,0 FOR MATERIALS SCHEDULE) 8. CONTRACTOR TO PROVIDE AND INSTALL WALL BACKING FOR WALL HUNG FIXTURES AND TOILET ACCESSORIES. 9. CONTRACTOR TO PROVIDE AND INSTALL IVES #405 (OR APPROVED EQUAL) COAT HOOKS; REF EF SHEETS. INSTALL 2 IN OFFICE, 3 IN BACKROOM, AND 1 IN EACH RESTROOM. LOCATION TO BE DETERMINED BY CONSTRUCTION PROJECT MANAGER. SEE DOOR HARDWARE SCHEDULES. 10. APPLY 3M SUN CONTROL WINDOW FILMS @ ALL SOUTH, EAST, AND WEST FACING GLASS (3M-1). NOTE NO FILM SHOULD BE APPLIED TO THE STOREFRONT DOORS. (REFERENCE SHEET A3,0 FOR MATERIALS SCHEDULE) 11. CERAMIC TILE FLOORING WITH 33% OFFSET PER MATERIALS SCHEDULE ON A3.0. 24" EDGE OF TILE TO RUN PARALLEL WITH ENTRY STOREFRONT. BEGIN FULL SIZE TILE AT EDGE OF ENTRY THRESHOLD. 12. G.C. TO FURNISH AND INSTALL RIS BACKBOARD AT ISP DESK. REFERENCE MATERIALS SCHEDULE ON SHEET A3.0. 13. RUB PARGE ALL LIGHTPOLE BASES. t 2.0 24'-0" 16'-1" 23'-111/4" 3'-4" 6' - 3" 6' - 3" 4 3 4' -3 3/4" A2,0 A6.0 DOWNSPOUT TYP. <W1A I 0 a >, 5X W1A ' ° � N ICE FREEZER x CO-OHll ZEI O 11 109 a Q "'� a - a ---� ELECTRICAL � `w1 13'-4" 16'-8" 1.0 Z 1 FLOOR PLAN 1 /A u _ 1 1-nit T-5 <5 A5.0 J =O 6 3 =O A5.1 > 108 r- BEVERAGE BAR -------- ---- ---------------------------------------- \ 8 s WOMEN_ 108 OH 106 w2A PROFILE OF CEILING. J \ CLOUD ABOVE L - - - - - 106 _ - r----I I LINE OF 11 � r- -------------------------------------- �� SN2 FE BULKHEAD - - - ABOVE - vu2 101 B O O Z C c'J ® N I Ln W2 r- 0 / SN1 SN3 41 -------- 105 107 r- COFFEE ISLAND _MEN 'v PROFILE SKYLIGHT R.O. ABOVE - / 105 Dairy 2 / 6 Crate rim 2 3 <5 A5.1 3> O RO o w, H I- A2.0 / v O H 4 H p o McLanLJ e, <1 A4,1 Tote - U o II SALES r I I I i I I I I I I A5.0 3 11 0, A7.0 0 P� F Oo 102 /� EU] 0 MERCHANDISE �� - W2 � - - 2' - 5 3/4" 8' - 6 1 /4"! v� _ ' - 7 3/4 i0 SN3 CO2TANK 0 _ J c� INSTALLED/ANCHOF 1 PER MANUFACTURE i A7.0 Q 3' - 5" _ SPECS BY GC. \ 00 104 PROVIDE SHUT OFF WHERE CO2 SUPPL' _ - Q'� J _ LINES PENETRATE N THE BUILDING. LABE A5.0 1> r CO2 PROVIDED BY NUCC PROFILEn SKYLIGHT O <5 A5.2 2> R.O. ABOVE 3 ®❑ A5.0 2 F_ v I I Ai 11 1/4" BACK (FE ROOM ° TILE FLOORING 7 -1 PER MATERIALS A5,3 104 SCHEDULE L 24" EDGE OF TILE TO RUN PARALLEL WITH 3 OFFICE Cn ENTRY STOREFRONT. BEGIN FULL SIZE TILE 33% i o AT EDGE OF ENTRY THRESHOLD OFFSET 103 F I E C� SN4 - - <4 A5.2 11 wz "v SN5 ff 0 101 5 1 18 8' - 6 3/4' 6' .5 1/4" D O r- A7.0 A6.0 A7.0 2 8.33% MAX A6,0 8.33% MAX - - - -CANOPY ABOVE - SLOPE - - J SLOPE P- UP 10'-4" 16'-2" 10'-10" o 000000000000 16'-8" 0 0000000000000 00000000000000 000000000000000 70'-8" 00000000000000 o0000000000000 000 00000000000 1 REFER TO CIVIL DRAWINGS 1.2 1.1 FOR EXACT REQUIREMENTS 2.0 A4.0 FOR RAMP, STRIPING AND TACTILE SURFACE LAYOUT E C A Aft 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection wRh the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 O QN �z N UJ LLL o 0) Q m � L.L Z W gO L w a Z_ 06 Ua U C)N I� M Z U M A r AR97905 BRED b Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH TH EY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 FLOOR PLAN RESTROOM/EXIT WALL SIGNAGE & SYMBOLS N.T.S. 5 9 3 2 1 5 4 3 2 1 I� 4"X4" J-BOX - FOR CAMERA. CAMERA IN STORE MOUNTED TO UNISTRUT. CENTER CAMERA ABOVE DOOR 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. SECURITY CAMERA MOUNTING N.T.S. C Z O a 0 U tOl JI a Z 11J UI v 4a 66 C7 C7 J t a t NA a, N 00 O lD r-I t41 c W E U O i U 3-5/8" x 20, AT EACH J 3-5/8" x 20 or,. STUDS AT 24" O.C. METAL RUNNER CHANNEL COOLER AND FREEZER PANELS BY 7-ELEVEN SECTION - COOLER WALL 3/4" = 1'-011 SECTION @ BULKHEAD UNISTRUT BOTTOM CHORD OF BAR JOIST INSET NOTE: GC TO PROVIDE ELECTRICAL & 3/4" CONDUIT FROM CAMERA/MONITOR TO OFFICE. INSTALLATION OF MONITOR 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 J-BOX FOR SECURITY CAMERA & MONITOR DATA CABLES. SECURITY MONITOR IN STORE SUSPENDED / FROM UNISTRUT LOCATION TO BE DETERMINED BY CONSTRUCTION MANAGER. F7 SECURITY MONITOR MOUNTING 1" =1'-0" ROOF STRUCTURE ABOVE \STEN RUNNER TO BOTTOM OF STRUCTURE W/2 #6 TEK SCREWS @ 24" O.C. PAINTED GYP., REFERENCE ROOM FINISH SCHEDULE AND INTERIOR ELEVATION _ BULLN_OSE TILE EDGE REF INTERIOR ELEVATIONS - CLOCK & TRI STRIPE ACCENT BAND; REF EF SHEETS. SEE PLAN & INTERIOR ELEVATIONS FOR LOCATION WALL COVERING AS SCHEDULED WALL PACK REF ELECTRICAL ROOF STRUCTURE ABOVE (TYP) FASTEN RUNNER TO BOTTOM OF STRUCTURE W/2 #6 TEK SCREWS @ 24" O.C. STEEL BAR JOIST 3-5/8" x 20 GA. STUDS BACK -LIT FASCIA SIGNBY SIGN CONTRACTOR AT 24" O.C. 3-5/8" x 20 GA. STUD BRACING AT 24" O.C. 1/2" PAINTED GYP. BRD.; REF ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS o FOR FINISHES A_.F.F. N 9'-4" LAY IN CEILING 3/4 I I METAL STUD WALL 16 GA, CONT. RUNNER TRACK ATTACHED W/ (2) #10 TEK SCREWS AT 24" O.C. 1 1 6" 18 GA. C STUD CEILING JOISTS AT 16" O.C. PAINTED 5/8" GYP BD CEILING (MOISTURE RESISTANT AT WET ROOMS) WALL COVERING AS SCHEDULED CEILING DETAIL 17� 311=11-011 10' - 1 " UNISTRUT BOTTOM CHORD OF BAR JOIST INSET MOUNTING BRACKET BY OTHERS 6" COMPASSO SUSPENSION TRIM SUSPENDED GRID COMPASSO SYSTEM ELITE CLIP 0 o O p 8 6 LAY IN CEILING 5 CEILING TRIM DETAIL A2.1..:. 311 = 11-011 REFLECTED CEILING PLAN SYMBOLS FOUR WAY AIR DIFFUSER ^N / SECURITY CAMERA GYP BOARD CEILING TRANSFER GRILL RETURN AIR DIFFUSER PAINTED EXPOSED STRUCTURE WALK IN COOLER EVAPORATOR CEILING EXHAUST LED LIGHT EXIT SIGN FIXTURE O REF. ELECTRICAL SECURITY MONITOR SUSPENDED CEILING GRID ® 8' LED LIGHT FIXTURE REF. ELECTRICAL SECURITY CAMERA 2x2 LED EMERGENCY LIGHT FIXTURE LIGHT FIXTURE REF. ELECTRICAL REF. ELECTRICAL EMERGENCY LED 2x2 LED EXTERIOR WALL PACK ® LIGHT FIXTURE ® EMERGENCY REF. ELECTRICAL REF. ELECTRICAL LIGHT FIXTURE REF. ELECTRICAL CEILING SCHEDULE TYPE DESCRIPTION C1 OPEN TO STRUCTURE C2 GYP BD CEILING C-3 A 1 LAY IN ACOUSTICAL CEILING TILE GENERAL NOTES 1. ALL WALL PAINT ABOVE 9'4" IN THE MERCHANDISE / SALES AREA SHALL BE P-4 , UNLESS NOTED OTHERWISE ON RCP (REF SHEET A3.0 FOR MATERIAL SCHEDULE). 9'-11 1 /8" WOMEN ELECTRICAL SYRUP LINES TO SLURPEE DISPENSERS. INSTALL IN PVC 106 108 CONDUIT TO WALL POCKET BELOW AND SEAL AS REQ'D. __ _ _,_ �x — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — —� ICE FREEZER P.. C-3 110 109 9' - 4' F.F. C2 8 0 FF 2 1 / C1 12'-6'r 15'_Orr / _ P-4 3 SIM / 3 A2.1 I - 5 C-3 // �/ r n ° n I MEN74' 9 4 A.F.F. A2.1 9'-4"A.F.F. ��-0 /'10-0' VJ 105 INSULATED /' / N �� ' COOLER �/ / / 2 CEILING /_ 1 _ 1,// / 1_ _ _ // ✓� / / / // / 5A2.1/C1 COOLER %/ j/// js�cYLIGHT CDC TOTE VAULT / 107 r c/cK// - - - --- // / MERCHANDISE - - -- C2 ; 101 :7 SALES 8'- 0"A.F.F..'- 3 A2.1102 A2.1 C-3 PAINT, / S1�UCTURE c1"X - _� P-4 / a Ali //// / /// / / � / • 7 A2.1BO L:1 N BACK �........._ c-3 ROOM 10' - 6"A.F.F.I MONITOR/ KYLIGHT 8 -ffix 6 C2 - .. • : 8'- 0"A.F.F. CAMERRATYP. / w BAR JOIST. / TYP / EXIT SIGN � / // -• - .. ; SECURITY CAMERA TYP. - - a OFFICE w WALL PACK ° ° 103 LL 7' - 8 1 /4" ELECTRICAL Ci FOR USE WITH (TYP) w FUELING SITES ONLY _ _ COORDINATE LOCATION AND QTY. W/ CONSTRUCTION PROJECT MANAGER 1.0 Z REFLECTED CEILING PLAN 1/4if =1'-0" L 25'-4" REFERENCE ELECTRICAL FOR LIGHTING PLAN REFERENCE MECHANICAL FOR HVAC LAYOUT 30' - 9" 2.0 B.0 6" DIA. PVC CONDUIT ABOVE CEILINGS FOF SYRUP LINES - ROUTE (2 BUNDLES OF 4 SYRUF LINES PER 6" PVC -� CONDUITAS REQUIRED SEAL TO WALL FINISH Al PENETRATIONS AN[ APPLY SPRAY FOAM Ot INTERIOR OF CONDUIT Al ENDS TO SEAL AROUN[ SYRUP LINES (TYF THROUGH WALL SYRUP LINE INSTALLATION NOTE: WHERE REQ'D B) CODE OR AS INDICATED O� PLAN, CABLED BUNDLE SYRUP LINES SHALL BE INSTALLED IN PVC CONDUIT (METAL CONDUIT FOR FR LINES) W/ 45' SWEEPS AT CORNER ANC "TEE" CONNECTIONS CONDUIT SHALL BE ATTACHED TO WALL AN[ UNDERSIDE OF ROOF CONSTRUCTION W/ PIPE STRAPS AS REQ'D REFERENCE MANUFACTUREF SPECIFICATIONS FOF MINIMUM ALLOWE[ BENDING RADIUS OF LINE: SYRUP LINE 974 SERIE1c (974FR AT FIRE RATED WALLS CABLED BUNDLE W/ 3/8" HOSE IN GROUPS OF (4) (OR AC REQUIRED BY EQUIF VENDOR.) ATTACHED TC BOTTOM OF DECK WITH 3/4 WIDE, 16 GAUGE, GALVANIZE[ PIPE STRAPS AT 4' O.C. MA) A.1 A.0 AN& IMAM 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 �I Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR. PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION A PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 REFLECTED CEILING PLAN 6 5 4 3 2 1 6 I 5 4 3 2 1 N O 66 m c-i O N CI IA AAI\I A /.frr 8" CMU; REF FINISH SCI'--' r MIN 1/2" STUCCO FINISI SOLDERED AND SEALEI 8" HIGH x 16" WIDE 24 G PREFINISHED METAL SCUPPER IN 3" x 4" D.S. FASTEN FLASHING AS RECOMMENDED BY MFI SPRAY FOAM INSULATII AT JOIST POCKET PERM -A -BARRIER MOIS BARRIER BY W.R. GRAC APPROVED EQUAL SCUPPER DETAIL 11/2" = 1'-0" TAPERED 2x6 PT BLOCKING @ 24" 20 GA. PRE-FINISF METALPARAPETI FLASHING 2 LAYERS PT 3/4" GLUED & SCREWE O.C. STAGGERED: SINGLE PLY ROOF MEMBRANE EXTE UP AND UNDER C, CMU BLOCK, REF STRUCTURAL 4'- 2 1 /4" OUTSIDE DIMENSION CURB I 2x TREATED WOOD BLOCKING. /7\-r� 11" PANEL SCREW W/2" DIA. WASHER PLATE AT 12" O.C. ROOFING MEMBRANE 3'- 11 1/4" ROUGH OPENING 1/2" GYP BD '"LIGHT WELL" P-4 RIGID INSULATION 1/2" PW w/ 3/16" DIA. x 1-1/4" OVER MTL DECK; REF. SELF -DRILLING SHEET METAL STRUCTURAL SHEETS SCREWS AT 6"oc AT TOP & 8d NAILS AT 6"oc NEAR MIDDLE & BOTTOM AS SHOWN 6 SKYLIGHT CROSS SECTION A2.2 3/4" =1'-0" 3 A2.2 4 A2.2 SUNOPTICS PRISMATIC SKYLIGHT, SIGNATURE SERIES, TYPICAL. — 2X TREATED WOOD BLOCKING FOR CURB. CRICKET W/ RIGID INSULATION ON HIGH SIDE. 14 GAUGE INSULATED (1 1/2" R9) CURB; PROVIDED BY SUNOPTICS, INSTALLED BY G.C. 3/16" DIA. x 1-1/4" SHEET METAL SCREW w/ HEX -WASHER HEAD AT Woc IN PRE -DRILLED HOLES. TYP. AROUND PERIMETER - STEEL BAR JOIST; REF. STRUCTURAL DRAWINGS 2x TREATED WOOD BLOCKING. 11" PANEL SCREW W/2" DIA. WASHER PLATE AT 12" O.C. 0010791NHMMTAI_I:7_"k RIGID INSULATION OVER MTL DECK; REF. STRUCTURALSHEETS 4'- 2 1 /4" OUTSIDE DIMENSION CURB T - 11 1/4" ROUGH OPENING - 1/2" GYP BD — "LIGHT WELL" P-4 3'-10 1 /4" SUNOPTICS PRISMATIC SKYLIGHT, SIGNATURE SERIES, TYPICAL. — 2X TREATED WOOD BLOCKING FOR CURB. 14 GAUGE INSULATED (1 1/2" R9) CURB; PROVIDED BY SUNOPTICS, INSTALLED BY G.C. STEEL BAR JOIST; REF. SKYLIGHT SECTION STRUCTURAL DRAWINGS 3/4 if =1'-off 4'-8" 2'-0" 8" 18'-7 1/2" 18'-9" 21'-3 1/2" PREFINISHED METAL OVERFLOW PREFINISHED METAL SCUPPER; (TYP OF 4) DOWNSPOUT; (TYP OF 4) r REFRIGERANT PIPE CRICKET W/ PORTAL, REF. A7.0 TAPERED INSULATION, TYP. I 311-3" 21-7" T-2" FLEXPACK CONDENSER REF MEP REF MEP EXHAUST DUCT 20 GA. PRE -FINISHED z METAL CAP FLASHING SINGLE PLY ROOFING N CRICKET W/ TAPERED PROVIDE MINIMUM 30" WALKING PAD MEMBRANE UP WALL & 00 INSULATION, TYP. AT ALL ROOFTOP EQUIPMENT FLASHED IN SCUPPER g LU / SLOPE TAPERED ROOF PRISMATIC SKYLIGHT INSULATION U (TYP); REF EF1 SHEET O- - — - - - - - 5 — � A2.2 L RIGID INSULATION OVER MTL D DECK; REF. CRICKET W/ TAPERED STRUCTURAL SHEETS ", INSULATION, TYP. 7t 6 I. _ Mo A2.2 T i i STEEL BAR JOIST 1/2" GYP BOARD SINGLE PLY ROOFING 2 OVER RIGID INSULATION - �'2 3 5/8" MTL STUD @ 24" BACK -LIT RTU REF OVER METAL DECK O.C. W/MIN R-19 FASCIA SIGN O O MEP O N ULAT O IS IN BY SIGN _ - - CONTRACTOR RTU REF z_ UNDER 0 MEP SEPARATE - fV PERMIT. — c 1 t" PRISMATIC SKYLIGHT uJ - (TYP); REF EF1 SHEET a O CRICKET W/ TAPERED _J INSULATION, TYP. O CRICKET W/ TAPERED WOOD SHIM AS REQ'D TO INSULATION, TYP. WIDE MIN. 1/4"/FT. SLOPE Y N SINGLE PLY ROOFING CRICKET W/ MEMBRANE; LAP 0? TAPERED UNDER COPING INSULATION, TYP. CONT. SHEET - • 10'-91/4" 19'-1" 12'-51/4" 18'-3" .. METAL CLIP T.O. PARAPET EF ELEVATIONS Al HIGH IMPACT EIFS — — � . _ A0 CORNICE W/ T ; S UCC FINISH; REF ELEVATIONS — ------ — — — — — — ------ FOR FINISHES. 1 -v PRE -FINISHED IETAL Z TRACK VG - TO MATCH CORNICE -ONT. SEALANT IIN. 1/2" STUCCO FINISH 1.0 15'-4" 1'-511 EQ BACK -LIT FASCIA SIGN BY SIGN CONTRACTOR UNDER SEPARATE PERMIT. EQ EQ EQ 40'-0" EQ EQ 1'-5" 2.0 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 (.L O QN �z N iL �' a M U0 LL Z W O U C � z Q O2 U M z o Ir o ry O rn U Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PRO] ECT. REVISIONS NO. DATE DESCRIPTION A PROJECT NUMBER: RELEASE DATE: ROOF PLAN 16018 03/31/2016 PARAPET DETAIL 11/2" = 1'-0" ROOF PLAN 1/4" =1'-0" 0 00 fn rq lD O N C �AJ I I I I I 3 DETAIL - GATE A2.3 3/4" = 11_011 COPING DETAIL 3" = 1'-0" Tin �r c�Trr1 nrnr V f\V. V 1 LLL VVI ILVVLL `fV GALV. PIPE SHOWN DASHED SET IN 18" CONC. FOOTING; CONC. FOOTING 48" DEEP. 20 GA. CAP FLASHING — 1/2" ANCHOR BOLT @ 48" O.C. 2x8 PT TOP PLATE O. MASONRY @ SCREEN T .t" CEDAR SHIM AS REQ. D TO PROVIDE MIN. 1/4"/FT. SLOPE CONT. SHEET METAL CLIP — MIN 1/2" STUCCO FINISH MORTAR JOINT; REF STRUCTURAL CMU BLOCK TO MATCH BUILDING; REF. STRUCTURAL TOP OF STEEL PIPE CONCRETE FILL TO BE STRIKED OFF FLAT 20 GA. CAP FLASHING A2.3 EPDXY PAINT CMU TO T.O. MASONRY MATCH ADJACENT — — — MASONRY. 2x CONT. BLOCKING BOND BEAM AT TOP OF CMU , J WALL; REF STRUCTURAL I, 8" CMU WALL; REF STRUCTURAL. STUCCO FINISH TO MATCH BUILDING I , VERT. & HORIZ. I - REINFORCING; REF. STRUCTURAL. AIL FINISH TRANSITION 3'-4" I - STUCCO WATER TABLE TO I " MATCH BUILDING STONE VENEER FINISH TO MATCH BUILDING MAINTAIN LEVEL CURB FOR MASONRY; REF I' , STRUCTURAL 1/2" EXPANSION JOINT 4' O. CURB T.: Orr — — — — _ �. .. a I°d . . a ad _ . EXTERIOR PAVEMENT- I a" ®` °' ° �: -a" w Q PER CIVIL F a (6— ^_ GRADE BEAM & -a. Q. Wv REINFORCEMENT; ` _ _ j REFSTRUCTURAL F6 WALL SECTION 3/4" = 1'-0" 20 GA. CAP FLASHING. T-4"� L.v.m Y ST-2 3 2 18" DIAMETER 6" STEEL PIPE FILLED CONCRETE W/CONC. -SMOOTH FOOTING TROWEL CROWN TOP 6" STEEL PIPE 0 _ PAINTED PER z PAINT SCHEDULE 0 1' - 0" co CMU BLOCK TO CONC. (MIN. 3000 MATCH BUILDING; LINO PSI @ 28 DAYS) REF. STRUCTURAL MIN 1/2" PLAN CROWN STUCCO FINISH FOOTING REINF'G TOP, �, - BOT. & MIDDLE 4° a 4' ' io Z) 6" STEEL JAMB POST. 1/2" x 14" REBAR C0 & 2_ CONCRETE FILLED. PAINTED ANCHORS THRU Z PIPE BOTH WAYS ° Q MUELLER COR-6 ENCLOSURE GATE 1" STL. BOTTOM 18" _M9 DIAMETER TYPICAL BOLLARD SECTION If 1-011 20 GA. CAP FLASHING. �T-4" J I FANLL) i L J i DUMPSTER ENCL. ELEVATIONS 3/8" =1'-0" REAR ELEVATION DUMPSTER ENCL. 3/8" =1'-0" X 1'-6" 4' - 5 1 /4" 4' - 5 1 /4" 4' - 5 1 /4" Z r------------- Q o 0 0- 0 8 C.Y. DUMPSTER I fn PROVIDED BY OTHERS I F- 00 ILL. a I I L— — — — — — — — — — — J IN CONCRETE TYP 9" 12'-8" DUMPSTER ENCLOSURE PLAN 3/8" = 1'-0" A2.3 5 28'-0" 25-3" DO M 4'-51/4" 0 c co 00 M • U DETAIL - GATE 1" = 1'-0" STONE VENEER TO MATCH BUILDING 6 1/2"11 / _ GP 0 W fn OZ J 0 U_ H (Da 4' - 5 1 /4" 4' - 5 1 /4" -----------, 8 C.Y. DUMPSTER PROVIDED BY OTHERS L— — — — — — — — — — — J PROVIDE PVC SLEEVESIN CONCRETE TYP MIN CLEARANCE PROVIDE PVC SLEEVES IN CONCRETE TYP 12'-8" PROVIDE CONCRETE PAD IN FRONT OF DUMPSTER ENCLOSURE ENTRANCE AND SHALL BE CAPABLE OF WITHSTANDING A 20 TON STATIONARY LOAD; REFERENCE CIVIL 1'-6" 91, <4 A2.3 8 A2.3 6" PIPE BOLLARD FILLED WITH CONCRETE. TYP OF (9) EDGE OF SLAB MUELLER COR-6 ENCLOSURE DOOR i 06 N 37TH STREET, SUITE C 1 IROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job sde; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 1� O N �z N O (� LLJ M Q lam+ M � r, o rn a m O _J z O () C � LU z Q O o UN I� (VI z O tp .427 r AR97905 CJ Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION 1� PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 DUMPSTER ENCLOSURE & DETAILS 6 5 9 3 2 1 5 rn 0 66 n _ r_1 rl lD - e-i 0 N all RT E MATERIALS SCHEDULE CERAMIC TILE TRANSITION STRIP I CORNER GAARDS WALL TILE EDGE 1. TILE: INTERCERAMIC 1. CERAMIC TILE TO DOOR THRESHOLDS SCHLUTER SYSTEMS, AEVT1001380. 1. MARLITE'FRP' CORNER GUARDS AND MOLDING (CG-1) 1. TILE EDGE: 13x13 COLOR BODY CERAMIC, BOSTON BEIGE (T-2) LF/PC ORDER FROM INTERCERAMIC SIZE: 1-1/2" X 1-1/2" X 120" SCHLUTER SCHIENE (E80) OR APPROVED EQUAL (TE-1) (USED WITH T-5) 16x24 COLOR BODY CERAMIC, BOSTON BEIGE (T-1) 2. CERAMIC TILE TO FINISHED CONCRETE OR VCT SCHLUTER SYSTENAEU COLOR P-100 (WHITE) PROVIDED BY GC 16x24 COLOR BODY CERAMIC, LIGHT GRAY (T-3) ORDERED BY SQUARE 100. 8LF/PC ORDER FROM INTERCERAMIC PROVIDE FULL HEIGHT CORNER GUARDS AND "T" MOLDING - SIZE: 5/16" DEEP; 118" HIGH FOOT 3. CERAMIC TILE TO CERAMIC TILE SCHLUTER SYSTEMS, DECO, AE 10ORDER AT ALL OUTSIDE CORNERS AND JOINTS. TRIM "T" MOLDING AND CORNER - COLOR: STAINLESS STEEL 16X24 COLOR BODY CERAMIC, LINEN / MARRONE (T-4) FROM INTERCERAMIC GUARDS FLUSH AT TOP OF WALL BASE. -APPLIED PER MANUFACTURERS RECOMMENDATIONS 3X6 COLOR BODY CEREAMIC, IC BRITES / ULTRA WHITE (T-5) 4. VINYL TILE TO FINISHED CONCRETE NGP, 8132 AL TRANSITION, V ORDER APPLIED TO TITEBOND ADVANCED POLYMER FRP ADHESIVE. SCHLUTER SCHIENE (E125) OR APPROVED EQUAL (TE-2) (USED WITH T-4) 2. VERSABOND GRAY THINSET, 50/LB BAG FROM HOME DEPOT 2. SHULTER ECK-K (K32 V2A/300) OR APPROVED EQUAL; PROVIDED BY GC PROVIDED BY GC 3. POLYBLEND SANDED GROUT, NEW TAUPE, 25/LB BAG (CG-2) - SIZE: 1/2" DEEP; 118 HIGH 4. CLEANING PRODUCTS FILA- DETERDEK 5 LITER (INITIAL CLEANING BY BASE SIZE: 1 9/32" X 1 9/32" X 118" - COLOR: STAINLESS STEEL GC) 1. VINYL BASE: " WITH 3/8" RADIUS COLOR: STAINLESS STEEL - APPLIED PER MANUFACTURERS RECOMMENDATIONS 5. USE 3/16" GROUT LINE WITH INSTALLATION OF TILES ROPPE - 4" & 6"; COLOR "193 BLACK BROWN" APPLIED PER MANUFACTURERS RECOMMENDATIONS. 6. FLOOR LEVELING COMPOUND: HYDROMENT/ BOSTIK SL150, SELF (USE ONLY 6" IF REQUIRED BY LOCAL CODE) ROOF ACCESS LEVELING BOSTIK UNIVERSAL PRIMER (USED WITH SL 150) 2. TILE BASE: INTERCERAMIC WITH 3/8" RADIUS 3M SUN CONTROL WINDOW FILMS (3M-1) 1. EXTERIOR: (PROTOTYPICAL) 6X12 COVE BASE, BOSTON BEIGE OR LIGHT GRAY (CONSTRUCTION MANAGER TO COORDINATE WITH 3M FOR ORDERING AND GENERAL CONTRACTOR SHALL SELECT ONE OF THE THREE OPTIONS ALL PRE -PACKAGED THIN SET MORTAR IS FORMULATED TO MEET THE 1X6 CORNER, BOSTON BEIGE OR LIGHT GRAY INSTALLATION OF WINDOW FILM) FOR A LADDER PORT FOR ROOF ACCESS BASED ON EXISTING INDUSTRY REQUIREMENTS OF ANSI AND TCNA TO PROPERLY PERFORM IN 1X6 OUTSIDE CORNER, BOSTON BEIGE OR LIGHT GRAY CONDITIONS WHEN INTERIOR ROOF ACCESS IS NOT REQUIRED. SPECIFIC TYPES OF INSTALLATION. BLENDING OF STANDARD THIN SET 3. GALVANIZED COVE BASE: WITH 3/8" RADIUS CONTACT: JIM MANNIX 1. LP TYPE 1 - FOR USE WITH FLAT WALL WITH OR WITHOUT MORTAR WITH RAPID SETTING MORTAR WILL AFFECT SHRINKAGE AND SMOOTH PEBBLE TEXTURE 4" COVE BASE AROUND INTERIOR (651)-733-2222 (OFFICE) PARAPET. ULTIMATE STRENGTH OF THE MORTAR. CUSTOM BUILDING PRODUCTS WILL PERIMETER OF WALK-IN COOLER UNITS JEMANNIX@3M.COM (EMAIL) 2. LP TYPE 2 - FOR USE WHEN GUTTER OR OTHER ITEM IS NOT WARRANT JOBS WHERE THIN SET MORTARS HAVE BEEN MODIFIED 1. FILM: 3M PRESTIGE 70 SOLAR FILM ATTACHED WITH UNAUTHORIZED MATERIALS; WHICH INCLUDES BLEND WITH OTHER NOTE: VERIFY WITH AHJ VINYL BASE (B-1) IS ALLOWED, USE CERAMIC COVE 2. SOLAR FILM FOR STOREFRONT GLASS IN STORES WITH EAST, SOUTH TO THE OUTSIDE OF THE WALL. CUSTOM BUILDING PRODUCTS THIN SET MORTARS. BASE (B-2) AS REQUIRED BY AHJ AND WEST FACING ORIENTATIONS NOT BLOCKED BY EXISTING BUILDINGS. 3. LP TYPE 3 - FOR USE WHEN THERE IS AN OBSTRUCTION (IE DO NOT INSTALL ON STOREFRONT DOORS. CORNICE, ETC) ON THE OUTSIDE OF THE WALL. TILES TO BE BACK BUTTERED WALL COVERING 3. INSTALL AT INTERIOR OF GLASS FULL HEIGHT AND PRIOR TO INSTALLATION 1. FRP WALL PANELS (FRP-1) OF ALL OTHER SPECIFIED FILMS AND DECALS. CONTACT MICHELE ORAS AT LADDERPORT VINYL TILE FLOORING MANUFACTURER: MARLITE 4. CLEAN WITH NON-ABRASIVE COMMON COMMERCIAL CLEANING SOLUTIONS. PHONE: 1-800-770-8851 OR 1-248-437-7100 (DIRECT) 1. TYPE 1 - VINYL COMPOSITION TILE ARMSTRONG "EXCELON" COLOR: COLOR: P-100 (WHITE) 5. DO NOT PLACE AND REMOVE DECALS ON FILM. EMAIL: MICHELE@LADDERPORT.COM #51858 SANDRIFT WHITE (VCT-1) FINISH: SMOOTH GLOSS, PEBBLE FINISH 2. INSTALLATION: VCT IS HIGHLY POROUS. THIS POROSITY IS NECESSARY FIRE CLASSIFICATION: TYPE C WINDOW FILM ROOFING TO ACHIEVE COMPLETE CURING. ONLY DRY MOPPING W/ CLEAR FLAME SPREAD: <200 FROSTED WINDOW FILM (FILLER PANEL) 1. DURO-LAST ROOFING, INC. APPROVED CONTRACTOR NAMES CAN BE WATER IS ACCEPTABLE FOR THE FIRST FOUR DAYS AFTER INSTALLATION. SMOKE DENSITY: <450 TWO FILM INSTALLATION: FILMS TO BE INSTALLED ON THE INTERIOR PROVIDED BY CALLING DURO-LAST ROOFING, INC. - JIM MILLER AT (800) 3. SEALING: TO SEAL AND PROTECT, A MINIMUM OF 5-7 WAX COATS ARE LIGHT RV: 83.0% FIRST FILM: "3M - SILVER P18" UV REFLECTIVE FILM 248-0280 OR BY EMAIL AT JMILLER@DURO-LAST.COM. REQUIRED OVER 48 HOURS. NOTE: APPLY WITH MARLITE C-375 CONSTRUCTION ADHESIVE SECOND FILM: "3M - 3635-20B" BLOCKOUT 2. INSTALL A WHITE MIN. 40 MIL (IN SHEETS UP TO 2,000SQFT) SINGLE -PLY 4. CLEANING: ONLY NEUTRAL FLOOR CLEANERS W/ A DILUTED PH OF 6.5 2. WALK-IN COOLER UNIT WALLS: REFERENCE SHEET EF-1 FOR LOCATION AS REQUIRED MEMBRANE ROOFING SYSTEM THAT IS FABRICATED OF A 18X14 WEFT -7.5 WILL NOT DAMAGE THE FINISH OR COMPOSITION OF THE TILE. INTERIOR: SMOOTH PEBBLE TEXTURE GALVANIZED SKIN INSERTED LOW -SHRINK, ANTI -WICKING POLYESTER FABRIC AND HAS A EXTERIOR: PVC WALL PANELS APPLIED WITH TITEBOND ADVANCED RETAIL INFORMAIlON SYSTEM MIS) BACKBOARD THERMOPLASTIC MATERIAL LAMINATED TO BOTH SIDES AS SEALED CONCRETE SLAB POLYMER FRP ADHESIVE 1. BACKBOARD SHALL BE BY U-TECK, MODEL 501082J-FRG MANUFACTURED BY DURO-LAST ROOFING, INC. 1. EXPOSED CONCRETE - SEALED, 2 COATS SCOFFIELD SYSTEMS CURE 3. FRP WALL PANELS (FRP-A/FRP-B) 3. ALL LAYERS OF INSULATION TO BE MECHANICALLY ATTACHED, SEAL - (SC-1) A. MANUFACTURER: MARCO CONTACT: DEBRA WOLFE MEMBRANE FULLY ADHERED. COLOR: SIREN MAPLE - #WM FRP ST TEL. (800) 542-7011 4. ON ALL PARAPET LOCATIONS, WRAP PARAPET WITH NEW PRE - METAL STUDS B. MANUFACTURER: MARCO REFERENCE SHEET A5.2 FOR LOCATION. MANUFACTURED PARAPET FLASHINGS BY DURO-LAST ROOFING AND 1. CLARKDIETRICH METAL FRAMING COLOR: RUSTY WHITEWASH - #RW FRP 6W TERMINATE ON EXTERIOR OF WALL. INSTALL NEW 2-PIECE SNAP ON ICC# - ESR 1166P PANEL SIZE: 47" X 118". TRIM PANEL FOR FINISH HEIGHT OF 9'-8" AFF (OR CANOPY AWNING (C-1) COMPRESSION METAL EDGE, COLOR TO BE CHOSEN BY THE OWNER AS IAPMO# - ES-0189 10'-2" WHEN 6" TILE BASE IS REQUIRED) OR AS REQ TO FIT BELOW 1. AWNING WORKS OR THOPMSON AWNING ARCHITECTURAL CANOPIES MANUFACTURED BY EXCEPTIONAL METALS, INC. WHEN INSULATION TO SCHEDULED CEILING HEIGHT AND J TRIM. 2. 6063-T5 EXTRUDED ALUMINUM CANOPY WITH INTERNAL DRAINAGE. BE ADDED USE THE NEW DURO-GUARD POLYISOCYAN U RATE INSULATION. CEILING FIRE CLASSIFICATION: TYPE C INSTALL PER MANUFACTURERS SPECIFICATIONS 5. FURNISH AND INSTALL NEW 2'-6" X 5'-0" SAFETY STRIPE, FULL SKIRT 1. TILE: USG VINYL FACED LAY IN, 2' X 2' #7056G KAPOK (A-1) FLAME SPREAD: 160 FINISH: BRONZE BAKED ENAMEL WALK PADS (ITEM NUMBER 1086) AROUND ALL SERVICEABLE ROOFTOP USG CLEAN ROOM, 2' X 2456099 (A-2) (AS REQUIRED BY AHJ) SMOKE DENSITY: 300 3. 1.625 O.D. PIPE ARM SUPPORTS UNITS. DURO-LAST ROOF TRAC III PADS MUST BE INSTALLED BY WELDING FIRE CLASSIFICATION: TYPE A NOTE: APPLY WITH TITEBOND GREENCHOICE FRP ADHESIV(REFERENCE 4. DESIGN PER FBC 2014 5TH EDITION 130MPH W/ 3 SECOND GUST. THE 3 INCH SKIRTS COMPLETELY TO THE DECK MEMBRANE WITH A FULL FLAME SPREAD: 25 PLAN FOR LOCATION OF ACCENT PANEL, SIREN MAPLE FRP-A, FRP WALL 5. COMPONENTS & CLADDING PRESSURE: +-43PSF 1-1/2" WELD TO PREVENT THE WALK PADS FROM DISLODGING. SMOKE DENSITY: 50 PANEL) 6. CONTACT: 6. INSTALL THE MEMBRANE SYSTEM PER ALL LOCAL, STATE, AND 2. GRID: WHITE USG, SUSPENSION SYSTEM - DXL26 AWNINGS@AWNINGWORKSINC.COM FEDERAL CODES AND REGULATIONS USING ASSEMBLY LISTED ON PAGE 8 MUELLER GATES (COR-6) THOMPSON AWNING: 904-355-1616 OF THE SPECIFIED NOA DOCUMENT. TOILET PAPER DISPENSER 1. GATES SHALL BE BY MUELLER DOOR CO. INC. 7. ROOFING WARRANTY: 7-ELEVEN, INC. REQUIRES THAT THE ROOF HAVE B-2892 SURFACE MOUNTED TWIN JUMBO ROLL TOILET TISSUE DISPENSER CONTACT: SUZANNE MILLER ROLL -A SHADE WINDOW GLARE PROTECTION DURO- LAST, Ill STANDARD WRITTEN 15- YEAR NDL WARRANTY. TEL. (800) 981-2040 1. INSIDE MOUNT IS STANDARD. OUTSIDE MOUNT ONLY IF INSIDE MOUNT IS 8. INSULATION TO BE ACFOAM IV, DURO-GUARD ISO IV A MINIMUM 2" THICK DOOR SETTINGS 2. INSTALL BOLLARDS FOR GATES PER GATE MANUFACTURERS DISRUPTED BY SIGNAGE, ETC. WITH INSULATION FASTENERS DURO-LAST 3" METAL PLATES AND MAXIMUM DOOR OPENING EFFORTS: INSTRUCTIONS. 2. FABRIC WILL BE PHIFER SHEERWEAVE 3000 ESPRESSO 14% WITH BRONZE DURO- LAST #15 EXTRA HEAVY DUTY DRILL POINT FASTENER WITH EXTERIOR DOOR - 8.5 LBS MAX 3G.C..TO VERIFY ANDCONFIRM GATE BOLLARD HEIGHTS FROM GRADE, - 3 TOP FASCIA AND STAINLESS STEEL CHAIN BRONZE CHILD SAFETY FASTENER DENSITY 1:2FT2. INTERIOR DOORS - 5 LBS MAX. CENTER TO CENTER DIMENSIONS AND BOLLARD OUTSIDE DIAMETER AND TENSION DEVICE. 9. SHEATHING TO BE 1/2" THICK MINIMUM AND EITHER SECUROCK FIRE DOORS - 15 LBS MAX. COMMUNICATE DIMENSIONS TO MUELLER FOR FABRICATION OF GATES. 3. ROLL -A -SHADE TECHS WILL MEASURE AND INSTALL. GYPSUM- FIBER ROOF BOARD OR DENSDECK. 4. ALLOW 14 BUSINESS DAYS AFTER SUBMITTAL OF CONFIRMED BOLLARD DIMENSIONS FOR FABRICATION AND DELIVERY OF GATES. CONTACT: RIC BERG TEL. (951) 245-5077 X113 B i # APPLICATION WI INTERIOR BUILDING PAINTING SCHEDULE # APPLICATION COLOR SHERWIN PAINT DESCRIPTION REPAINT WILLIAMS # PRIMER NEW JURISDICTIONAL EXCEPTIONS REMARKS CONSTRUCTION PRIMER P-4 EXPOSED WALLS ABOVE 10' PEARLY WHITE SW 7009 SOLO SEMI -GLOSS NON SELF PRIMING PROMAR 200 ZERO I (SALES AREA) & CEILING BLOCKING ENAMEL, A76W51 ON DRYWALL VOC WALL PRIMER TWO COATS ON BARE DRYWALL I DOORS & FRAMES FOR MANAGER'S OFFICE; PRO INDUSTRIAL DTM BONDING PROCRYL METAL FOR SCAQMD - SAND, CLEAN, DRY, AND DULL P-5 RESTROOMS AND TOTE ROOM; INTERIOR PEARLY WHITE SW 7009 PRE -CATALYZED EPDXY, PRIMER B66A50 PRIMER B66W310 PROINDUSTRIAL ZERO VOC ALKYD AND GLOSSY SURFACE FACE OF THE EXIT DOOR & FRAME. K46WO0151 SEMI -GLOSS, B666W60X BULKHEAD AT SALES PRO INDUSTRIAL DTM BONDING PROCRYL METAL FOR SCAQMD - SAND, CLEAN, DRY, AND DULL P-7 GECKO SW 6719 PRE -CATALYZED EPDXY, PRIMER B66A50 PRIMER B66W310 PROINDUSTRIAL ZERO VOC ALKYD AND GLOSSY SURFACE i K46W00151 SEMI -GLOSS, B666W60X 3 MANAGER'S OFFICE WALLS AND CEILING, SOLO SEMI -GLOSS NON SELF PRIMING PROCRYL METAL P-8 BACKROOM CEILING, TOTE ROOM WALLS AND PEARLY WHITE SW 7009 BLOCKING ENAMEL, A76W51 ON DRYWALL PRIMER B66W310 TWO COATS ON BARE DRYWALL CEILINGS, AND RESTROOM CEILINGS P-35 DOORS &FRAMES; INTERIOR FACE OF THE DOOR & FRAME BRAINSTORM SW 7033 PRO INDUSTRIAL PRE EPDXY, DTM BONDING PROCRYL METAL FOR SCAQMD - SAND, CLEAN, DRY, AND DULL EXIT BRONZE -CATALYZED PRIMER B66A50 PRIMER B66W310 PROINDUSTRIAL ZERO VOC ALKYD AND GLOSSY SURFACE I i_ K46WO0151 SEMI -GLOSS, B666W60X EXTERIOR BUILDING PAINTING SCHEDULE COLOR SHERWIN PAINT DESCRIPTION REPAINT PRIMER NEW JURISDICTIONAL WILLIAMS # CONSTRUCTION EXCEPTIONS PRIMER REMARKS P-1 EXTERIOR ABOVE WAINSCOT AESTHETIC SW 7035 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - USE B66W310 OVER BARE METAL I (TYPICALLY 3'-0") WHITE B66W351 PRIMER B66A50 PRIMER B66W310 PROINDUSTRIAL ZERO VOC B66A50 OVER SLICK PREVIOUSLY $ SEMI -GLOSS, B666W60X PAINTED SURFACES j I P-2 EXTERIOR BELOW WAINSCOT BALANCED BEIGE SW 7037 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - USE B66W310 OVER BARE METAL (TYPICALLY 3'-0") AND TRIM B66W351 PRIMER B66A50 PRIMER B66W310 PROINDUSTRIAL ZERO VOC B66A50 OVER SLICK PREVIOUSLY i SEMI -GLOSS, B666W60X PAINTED SURFACES EXTERIOR METAL DOORS & FRAMES, GATE DTM BONDING FOR SCAQMD - USE B66W310 OVER BARE METAL P-3 STRUCTURE, TRASH ENCLOSURES, AND SEAL SKIN SW 7675 SHERCRYL HPA SEMI -GLOSS, PRIMER B66A50 PROCRYL METAL PROINDUSTRIAL ZERO VOC B66A50 OVER SLICK PREVIOUSLY ; E ACCENT BAND AT THE TOP 4" OF TOWERS B66T354 PRIMER B66W310 SEMI -GLOSS, B666W60X PAINTED SURFACES i I P-6 BOLLARDS IN FRONT OF THE STORE SEAL SKIN SW 7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PRMETAL FOR SCAQMD - PROINDUSTRIAL ZERO VOC USE B66W310 OVER BARE METAL ' B66A50 OVER SLICK PREVIOUSLY B66T354 PRIMER B66A50 PRIMER MER B B66W310 SEMI -GLOSS, B666W60X PAINTED SURFACES SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - USE 666W310 OVER BARE METAL P-9 PIPING, ROOF CAPS SEAL SKIN SW 7675 B66T354 PRIMER 666A50 PRIMER B66W310 PROINDUSTRIAL ZERO VOC 1361 OVER SLICK PREVIOUSLY I 1 SEMI -GLOSS, B666W60X PAINTED SURFACES { I SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - USE B66W310 OVER BARE METAL P-10 MANSARD MATCH EXISTING B66W351 PRIMER B66A50 PRIMER B66W310 PROINDUSTRIAL ZERO VOC B66A50 OVER SLICK PREVIOUSLY j SEMI -GLOSS, B666W60X PAINTED SURFACES B65A220 & ARMORSEAL HS CLEAN DRY & DULL AMORSEAL 1000HS HIGH SOLIDS POLYURETHANE REQUIRES MIXING OF PART A&B I P-11 DOCK HAZE GRAY B65V220 POLYURETHANE PRIMER USUALLY REDUCED 1 PT PER 100 WITH A PRIME WITH A PRIME BEFORE APPLICATION. FOLLOW I NOT REQUIRED GAL COAT OF MACROPXY 646-100 ALL MIXING INSTRUCTIONS P-12 PARKING LOT TRAFFIC MARKING WHITE B97WD2434 PROPARK PREMIUM WATERBASED TRAFFIC PAINT f P-13 PARKING LOT TRAFFIC MARKING YELLOW B97YD2467 PROPARK PREMIUM ' WATERBASED TRAFFIC PAINT P-14 PARKING LOT TRAFFIC MARKING RED B97RD2012 PROPARK PREMIUM WATERBASED TRAFFIC PAINT P-15 PARKING LOT TRAFFIC MARKING BLUE B97LD2022 PROPARK PREMIUM WATERBASED TRAFFIC PAINT ! P-16 PARKING LOT TRAFFIC MARKING BLACK B97BD2021 PROPARK PREMIUM I WATERBASED TRAFFIC PAINT ALL PAINT IS GG PRUVIUEU. GUN TAG I A SHERWIN WILLIAMS STORE OR 1-888-621-6622 OR www.mys-w.com. 7-ELEVEN PARENT JOB CODE IS 8329. CONTACT PAT BUSCH 214-587-3057 / pat.t.busch@sherwinncom ORnKEVIN BEHM 216-566-1558 / kevin.c.behm@sherWn.com 6 5 4 ROOM FINISH SCHEDULE FLOORS BASE WALLS CEILINGS 0 = ' Q m U ^ ^ < J li >_ ^ m c d d 1= CD W J U W o o -. o LU a Z Q W 00 U' (D U Z_ of O w m > O z z CV M Ln U U ? < p H H H > 0 J °- W > W > H H H IV 0 ;Z- N O = H m J J a Z } Q O O J J J J H t7 < Z I- F- O LU J Ur J J G7 W U U OX U 0 W Z < � << �a 9<„ 0Z 3:~ W a IX Of IX OEx Zw z X JJ O ao J O ROOM NAME w _� O<� x W W W O O 2 X W COMMENTS U U > fn Z d M LL u- U U 10 U U U n W UZ 101 MERCHANDISE X X X X X X X X OPEN STRUCT. 102 SALES X X X X X X X 9'-4" 103 OFFICE X X X X X 8'-0" 104 BACK ROOM X X X X X X X 10'-6" 105 MEN X X X X X 8'-0" 106 WOMEN X X X X X 8'-0" 107 CDC TOTE X X X X OPEN STRUCT. 108 ELECTRICAL X X X X OPEN STRUCT. 109 FREEZER X X X PRE-FAB FINISH 110 ICE X X X PRE-FAB FINISH 111 COOLER VAULT X X X PRE-FAB FINISH EXTERIOR MATERIALS SCHEDULE NIX MATERIAL MANUF: COLOR MR-1 MEMBRANE ROOFING DUROLAST - WHITE ST-1 PAINTED STUCCO BALANCED BEIGE - SW 7037 ST-2 PAINTED STUCCO AESTHETIC WHITE - SW 7035 V-1 VENEER STONE EQUAL TO COBBLEFIELD STONE BY BORALSTONE COMPANY. F.V. COLOR P-3 EXTERIOR HM DOORS, FRAMES, TRASH ENCLOSURE GATE, GRAVEL GUARDS, AND LIGHT POLES SHERWIN WILLIAMS - SEAL SKIN SW 7675 P-6 EXTERIOR BOLLARDS SHERWIN WILLIAMS - SEAL SKIN SW 7675 S-1 ALUMINUM STOREFRONT GLAZING, CAP FLASHING, DOWNSPOUTS & SCUPPERS DARK BRONZE C-1 PREFINISHED ALUMINUM CANOPY AWNING WORKS OR THOMPSON AWNING - BRONZE BAKED ENAMEL W/ REAR GUTTER CONNECTIONS INTERIOR MATERIALS SCHEDULE [Nil]MATERIAL MANUF: COLOR NO• MATERIAL MANUF: COLOR T-1 16x24 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE A-1 LAY IN USG - 2' X 2' VINYL FACED T-2 13x13 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE A-2 LAY IN USG - 2' X 2' CLEAN ROOM T-3 16x24 CERAMIC TILE INTERCERAMIC - GRAY B-1 VINYL BASE 4" ROPPE-BLACK / BROWN T-4 16x24 CERAMIC TILE INTERCERAMIC - LINEN / MARRONE B-2 TILE BASE INTERCERAMIC - BOSTON BEIGE T-5 3x6 CERAMIC TILE INTERCERAMIC - IC BRITES / ULTRA WHITE B - 3 TILE BASE INTERCERAMIC - LIGHT GRAY TE-1 TILE EDGE SCHLUTER- STAINLESS STEEL B - 4 TILE BASE INTERCERAMIC - IC BRITES / ULTRA WHITE TE-2 TILE EDGE SCHLUTER - STAINLESS STEEL B - 5 GALVANIZED BASE SMOOTH PEBBLE TEXTURE G-1 GYP BOARD MANUF. TBD BY GC - PAINT P-4 ABOVE FRP PANEL CG - 1 CORNER GUARD MARLITE - P-100 (WHITE) FRP-A FRP WALL PANEL MARCO - SIREN MAPLE CG - 2 CORNER GUARD SCHLUTER - STAINLESS STEEL FRP-B FRP WALL PANEL MARCO - RUSTY WHITEWASH VCT - 1 VINYL TILE ARMSTRONG - SANDRIFT WHITE FRP-1 MARLITE'FRP' P-100 SMOOTH GLOSS, PEBBLE FINISH - WHITE S-1 ALUMINUM STOREFRONT GLAZING DARK BRONZE CANOPY & SITE PAINTING SCHEDULE # APPLICATION COLOR SHERWIN PAINT DESCRIPTION REPAINT PRIMER NEW JURISDICTIONAL EXCEPTIONS REMARKS l WILLIAMS # CONSTRUCTION PRIMER P-17 UNDERSIDE OF GAS CANOPY DECK WHITE EXTRA WHITE, SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING FOR SCAQMD - PROINDUSTRIAL ZERO VOC SW 7006 B66W351 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X FOR SCAQMD - USE B66N310 OVER BARE METAL, I P-18 CANOPY COLUMNS SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING PROINDUSTRIAL ZERO VOC B66A50 OVER SLICK PREVIOUSLY B66W351 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X PAINTED SURFACES FOR SCAQMD - USE 0 OVER BARE METAL, P-19 BOLLARDS IN FUELING AREA SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING PROINDUSTRIAL ZERO VOC 866A50 50 OVER SLICK PREVIOUSLY I B66W351 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X PAINTED SURFACES FOR SCAQMD- USE B66N310 OVER BARE METAL, P-20 FUEL ISLAND CURBS SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING PROINDUSTRIAL ZERO VOC B66A50 OVER SLICK PREVIOUSLY B66W351 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X PAINTED SURFACES FOR SCAQMD - USE B66N310 OVER BARE METAL, P-21 YARD LIGHT POLES SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING PROINDUSTRIAL ZERO VOC B66A50 OVER SLICK PREVIOUSLY B66W351 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X PAINTED SURFACES P-22 VENT PIPE EXTRA WHITE SW 7006 SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING FOR SCAQMD - PROINDUSTRIAL ZERO VOC I B66W351 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X VENT RACK DO NOT PAINT P-23 REGULAR GAS FILL LID EXTRA WHITE SW 7006 SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING FOR SCAQMD - PROINDUSTRIAL ZERO VOC FIBRELITE LIDS SHOULD NOT BE B66W351 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X PAINTED i P-24 REGULAR GAS MANHOLE CROSS TRICORN BLACK SW 6258 SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING FOR SCAQMD - PROINDUSTRIAL ZERO VOC B66W351 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X I P-25 MID GRADE GAS FILL LID SAFETY BLUE B71T454 SHERCRYL HPA SEMI -GLOSS, SHERCRYL DTM BONDING DTM BONDING FOR SCAQMD- PROINDUSTRIAL ZERO VOC B66W351 PRIMER, 666A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X P-26 MID GRADE GAS MANHOLE CROSS EXTRA WHITE B71W45X SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING FOR SCAQMD - PROINDUSTRIAL ZERO VOC B66W351 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X ; P-27 PREMIUM GAS FILL LID SAFETY RED B71T454 SHERCRYL HPA GLOSS, DTM BONDING DTM BONDING FOR SCAQMD - PROINDUSTRIAL ZERO VOC 9 g66R300 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X P-28 PREMIUM GAS MANHOLE CROSS EXTRA WHITE B71W45X SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING FOR SCAQMD - PROINDUSTRIAL ZERO VOC B66W351 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X P-29 DIESEL FILL LID SAFETY YELLOW B71W45X SHERCRYL HPA GLOSS, DTM BONDING DTM BONDING FOR SCAQMD - PROINDUSTRIAL ZERO VOC i g66R300 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X I P-30 KEROSENE FILL LID API B71T454 SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING FOR SCAQMD - PROINDUSTRIAL ZERO VOC OLIVE/BROWN B66T354 PRIMER, 666A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X P-31 E-85 FILL LID API B71T454 SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING FORSCAQMD- PROINDUSTRIAL ZERO VOC E OLIVE/BROWN B66T354 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X P-32 VAPOR RECOVERY MANHOLE LID SAFETY ORANGE B71T454 SHERCRYL HPA SEMI -GLOSS, DTM BONDING DTM BONDING FOR SCAQMD - PROINDUSTRIAL ZERO VOC B66T354 PRIMER, B66A50 PRIMER, B66A50 SEMI -GLOSS, B666W60X I P-33 ALL OTHER MANHOLES TRICORN BLACK SW 6258 SHERCRYL HPA SEMI -GLOSS, B66T354 DTM BONDING PRIMER, B66A50 DTM BONDING PRIMER, B66A50 FOR SCAQMD - PROINDUSTRIAL ZERO VOC I I I I SEMI -GLOSS, B666W60X 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS. CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments ofservice are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 D g O LL 0 N oC Z N O � M QLU M rl LL a M lt� U J z LL Z z < � _ g O C Lin U � � z a O d U W U � M Z 0 o 0, Ir ry 0 U o�M B tc �0 '�G�,•9 ,•� A r ` AR97905 ; ED Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION 1�1 PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 MATERIALS AND DOOR SCHEDULE 3 2 1 6 I 5 4 01 c E C 'A J / 12 A7.0 1 60, ALUMINUM & GLASS ENTRY DOORS DOOR FRAMES 6 A7.0 2". 3'- 0" 2" \ ALARM DECAL NOTICE \ o \ / / / / / / / / / 12 A7.0 / / 2 i HOLLOW METAL EXIT DOOR 16 A7.0 2" 3' - 0" N 1 L 12"x12"ON ` EQ EQ WAY 1/4" TEMPERED GLASS o � OT � \ i \ \ \ o � F_ / / ifl / t / in KICK PLATE/' J / Q ' U ' 16 / a / / o / 3 HOLLOW METAL BACK ROOM DOOR 4 HOLLOW METAL OFFICE DOOR SCHEDULE MATERIALS DOOR FRAME fn (n Q UJ W Q Cn Y W Z 0O Z DOOR O 10� 0 _J NUMBER ROOM NAME o = WIDTH HEIGHT Op Q Oz Q UJ COMMENTS 101A MERCHANDISE 1 1 6'-0" 7' - 0" X X TEMPERED GLASS LITES 101 B MERCHANDISE 2 2 3'-0" T- 0" 1 3/4" X X 103 OFFICE 4 4 3'-0" 7' - 0" 1 3/4" X X 104 BACK ROOM 3 3 T-0" 7' - 0" 1 3/4" X X TEMPERED GLASS LITES 105 MEN 5 5 3'-0" 7' - 0" 1 3/4" X X 106 WOMEN 5 5 3'-0" 7' - 0" 1 3/4" X X 107 CDC TOTE 6 6 T-0" T- 0" 1 3/4" X X 108 ELECTRICAL 1 7 1 7 1 6'-0" 7' - 0" 1 3/4" X I I X GENERAL NOTES 1. ENTRY & EGRESS DOORS SHALL HAVE EXITING AT ALL TIMES W/O THE USE OF A KEY. 2. REFERENCE DETAIL 17/A7.0 FOR INTERIOR NON-LOADBEARING PARTITION HEADER SCHEDULE. DOOR HARDWARE SCHEDULE - DOOR HARDWARE (EXCLUDING KAWNEER) FURNISHED AND INSTALLED BY GENERAL CONTRACTOR PAIR 3'- 0" X 7' - 0" KAWNEER CUSTOM DOORS HARDWARE SET KAWNEER CONTACT INFO. CONTACT: CHERYL WILKERSON CHERYL.WILKERSON@ALCOA.COM 317.771.9263 P STOREFRONT CONTRACTOR SHALL CONTACT CHERYL WILKERSON AND REQUEST 7-ELEVEN NATIONAL PRICING. HARDWARE SET NO. 1 (ENTRY DOOR) 2 PAIR KAWNEER STANDARD BUTT HINGES (4 PER LEAF) KAWNEER STANDARD MS DEADBOLT WITH (1) KAWNEER CYLINDER W/ READABLE LOCK/UNLOCK INDICATOR (1) ADAMS-RITE 4089 (ACTIVE LEAF) KAWNEER STEEL TIP FLUSHBOLTS (INACTIVE LEAF) (PART #50-079) 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 NO.2 (REAR EXIT) REFERENCE NOA DOCUMENTATION FOR BILL OF MATERIALS. PROVIDE MATERIALS AS REQUIRED FOR ACTUAL DOOR AND FRAME SIZE. HARDWARE SET NO.3 (BACKROOM) 1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY 1 EA. LOCK SET 4608LN YALE 1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE 1 EA. KICK PLATE 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY 3 EA. COAT HOOK 8425 ASI 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/ 4608LN W/D212 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 HARDWARE SET NO.5 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 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY 1 EA. COAT HOOK 8425 ASI HARDWARE SET NO.6 (CDC TOTE) 1-1/2 PAIR BUTTS TA2714 4-112" X 4-1/2" NRP 26D MCKINNEY 1 EA. LOCK SET 4608L YALE 1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE 1 EA. KICK PLATE 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY HARDWARE SET NO.7 (ELECTRICAL) REFERENCE NOA LIST ON CODE COMPLIANCE SHEET AND NOA DOCUMENTATION FOR BILL OF MATERIALS. PROVIDE MATERIALS AS REQUIRED FOR ACTUAL DOOR AND FRAME SIZE. 16 A7.0 2" 3'- 0" 2" N / / DOOR — .E ,' SIGN 103 ,' REF ' 2/A2.0 / / / 811 / MAX \ KICK PLATE � Q � 16 A7.0 5 HOLLOW METAL RESTROOM C' c F 6 HOLLOW METAL CDC TOTE 6 A7.0 2" 3'-0" 3'-0" 2" N 12 / 7 HOLLOW METAL ELECTRICAL 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects IF,Drawings and Specifications as instruments ofservice are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 101 O QN �z N LLJ O M Q M Z) r., � o rn 0 m _J CC LL 2 _ U C Z O Q o U W CL a:U IIII M z O V rel Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER 7 DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. A7.0 REVISIONS NO. DATE DESCRIPTION A PROJECT NUMBER: RELEASE DATE: DOOR SCHEDULES 16018 03/31/2016 A31 J 1/2" =1'-0" NOTE: HOLLOW METAL DOOR PANEL TO BE 18 GA MIN. HOLLOW METAL FRAME TO BE 16 GA MIN. 6 5 4 3 2 1 GENERAL NOTES 1. ENTRY & EGRESS DOORS SHALL HAVE EXITING AT ALL TIMES W/O THE USE OF A KEY. 2. REFERENCE DETAIL 17/A7.0 FOR INTERIOR NON-LOADBEARING PARTITION HEADER SCHEDULE. DOOR HARDWARE SCHEDULE - DOOR HARDWARE (EXCLUDING KAWNEER) FURNISHED AND INSTALLED BY GENERAL CONTRACTOR PAIR 3'- 0" X 7' - 0" KAWNEER CUSTOM DOORS HARDWARE SET KAWNEER CONTACT INFO. CONTACT: CHERYL WILKERSON CHERYL.WILKERSON@ALCOA.COM 317.771.9263 P STOREFRONT CONTRACTOR SHALL CONTACT CHERYL WILKERSON AND REQUEST 7-ELEVEN NATIONAL PRICING. HARDWARE SET NO. 1 (ENTRY DOOR) 2 PAIR KAWNEER STANDARD BUTT HINGES (4 PER LEAF) KAWNEER STANDARD MS DEADBOLT WITH (1) KAWNEER CYLINDER W/ READABLE LOCK/UNLOCK INDICATOR (1) ADAMS-RITE 4089 (ACTIVE LEAF) KAWNEER STEEL TIP FLUSHBOLTS (INACTIVE LEAF) (PART #50-079) 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 NO.2 (REAR EXIT) REFERENCE NOA DOCUMENTATION FOR BILL OF MATERIALS. PROVIDE MATERIALS AS REQUIRED FOR ACTUAL DOOR AND FRAME SIZE. HARDWARE SET NO.3 (BACKROOM) 1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY 1 EA. LOCK SET 4608LN YALE 1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE 1 EA. KICK PLATE 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY 3 EA. COAT HOOK 8425 ASI 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/ 4608LN W/D212 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 HARDWARE SET NO.5 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 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY 1 EA. COAT HOOK 8425 ASI HARDWARE SET NO.6 (CDC TOTE) 1-1/2 PAIR BUTTS TA2714 4-112" X 4-1/2" NRP 26D MCKINNEY 1 EA. LOCK SET 4608L YALE 1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE 1 EA. KICK PLATE 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY HARDWARE SET NO.7 (ELECTRICAL) REFERENCE NOA LIST ON CODE COMPLIANCE SHEET AND NOA DOCUMENTATION FOR BILL OF MATERIALS. PROVIDE MATERIALS AS REQUIRED FOR ACTUAL DOOR AND FRAME SIZE. 16 A7.0 2" 3'- 0" 2" N / / DOOR — .E ,' SIGN 103 ,' REF ' 2/A2.0 / / / 811 / MAX \ KICK PLATE � Q � 16 A7.0 5 HOLLOW METAL RESTROOM C' c F 6 HOLLOW METAL CDC TOTE 6 A7.0 2" 3'-0" 3'-0" 2" N 12 / 7 HOLLOW METAL ELECTRICAL 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects IF,Drawings and Specifications as instruments ofservice are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 101 O QN �z N LLJ O M Q M Z) r., � o rn 0 m _J CC LL 2 _ U C Z O Q o U W CL a:U IIII M z O V rel Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER 7 DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. A7.0 REVISIONS NO. DATE DESCRIPTION A PROJECT NUMBER: RELEASE DATE: DOOR SCHEDULES 16018 03/31/2016 A31 J 1/2" =1'-0" NOTE: HOLLOW METAL DOOR PANEL TO BE 18 GA MIN. HOLLOW METAL FRAME TO BE 16 GA MIN. 6 5 4 3 2 1 7 HOLLOW METAL ELECTRICAL 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects IF,Drawings and Specifications as instruments ofservice are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 101 O QN �z N LLJ O M Q M Z) r., � o rn 0 m _J CC LL 2 _ U C Z O Q o U W CL a:U IIII M z O V rel Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER 7 DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. A7.0 REVISIONS NO. DATE DESCRIPTION A PROJECT NUMBER: RELEASE DATE: DOOR SCHEDULES 16018 03/31/2016 A31 J 1/2" =1'-0" NOTE: HOLLOW METAL DOOR PANEL TO BE 18 GA MIN. HOLLOW METAL FRAME TO BE 16 GA MIN. 6 5 4 3 2 1 ____ _ __ I I _ _ _ _ _ 5 4 3 2 1 0, 00 in r=-i r-11 10 1-1 N R* I Rt CI IAJ 5 "I A7.0 M T.O. PARAPET FRAMING 20'-0" T.O.PARAPE_T FRAMING 18'-8" 20 GA PREFINISHED I ISHED METAL PARAPET CAP WALL PACK (TYP), REFERENCE ELECTRICAL REAR CANOPY DOWNSPOUT TO MATCH CANOPY (TYP OF 2) HIGH IMPACT EIFS WATER TABLE WITH STUCCO FINISH, TYP STONE VENEER, TYP T.O. FINISH FLOOR or, - 1.1 37'-4" �2 3- 1 1/2 2 3- 3 2 3- 1 1/2 2'4'2 2- 11 1/2 2 3- 1 2" 2- 11 1/2 2 6- 0" 2'4'2 3- 3 1/2" 2 3- 4 1/2 2 3- 3 1/2 2 n r rr ,r r rr rr r rr r rr i rr n , n r rr ' r r r rr r ' r n ' r r, n � 1 � I - -",7 IRG IRG IRG IRG IIIIIIIIIII IRG IRG IRG O IRG IRG IRG �:> b CV (V +/- 18/20 PSF IRG +/- 18/20 PSF RG IG " +/- 18/20 PSF IR +/- 18/20 PSF IRG 8 A7.0 +/- 18/20 PSF IRG +/- 18/20 PSF IRG T +/- 21/23 PSF IRGI +/- 21/23 PSF 10G +/- 21/23 PSF LRG1 4 A7.0 A7.0 I? "' o zo / +/- 18/20 PSF ,' /' , � i O �+/- 18/20 PSF \\\ IRG � \ O � \ \ i — — —& IRG O IRG O IRG 2 A7.0 O IRG O — IRG O IRG O STRIPE W/LOGO STRIPE W/ NO LOGO REF EF SHEETS REF EF SHEETS ALUMINUM DOORS TO BE KAWNEER COMPANY, INC. IR350/500 HW LMI OUTSWING DOORS. ALUMINUM STOREFRONT TO BE KAWNEER - COMPANY, INC. TRIFAB 451/451T STOREFRONT. CONTRACTOR OPTION TO USE IT SIMILAR SYSTEM BYALDORA. GLAZING U-VALUE NOT TO EXCEED .29, SHGC .25 (SOLARBAN 60 (2) SOLARGRAY+CLEAR) \ O \ \ \ IRG \ 12 \ A7.0 \ , O / , IRG ,' , / \ \ /' i FRAME A A4 o 1/211 = if -off T.O. PARAPET FRAMING 20' - 0" - - T.O.PARAPET FRAMING - 181 -8Ir HIGH IMPACT EIFS CORNICE WITH STUCCO FINISH PREFINISHED METAL SCUPPER & DOWNSPOUT WALL PACK TYP REFERENCE ELECTRICAL HIGH IMPACT EIFS WATER TABLE WITH STUCCO FINISH, TYP STONE VENEER, TYP T.O. FINISH FLOOR rr 0 LL TEMPERED GLASS = TT IMPACT RESISTANT GLASS = IRG B4O DASHED LINES INDICATE A.0 20 GA. 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EXTERIOR FUELING SHUT-OFF; REF EXTERIOR OUTLET; REF ELEC SHEETS ELEVATION -FRONT ELEC SHEETS. :I: ' - -_ - _- - - - --i - 1" ;_ 7 -- _ -_ _ - 2'X2'X1"THICK BUILDING MEDALLIONS TYP - EMERGENCY EGRESS LIGHT CO2 TANK BEYOND rr 1 THICK STUC CO REVEAL, TYP 40 "M 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 �1 �2 Q - N O N w O L) M M : r, In a)J 0 a)LrL m O � �; U IL 0 z 9 ffiJ Q O � U _ Z r w w L a C ad Z a Q O U W U M i in 4 1� z0 rn O U Architect Name - RYAN M FAUST Archite ct Number - AR97905 THE SEAL AND SIG NATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS SPECIF ICATIONS, ESTIMATES REPORTS OR OTHER DOCUMENTS OR INSTRU MENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION A PROJECT NU MBER: 16018 RELEASE DATE: 03312016 EXTERIOR ELEVATIONS 1/4" = 11 -011 6 5 4 3 2 1 i. 6 E S 3 2 fl IRT M r-I r-I tD r-1 O N R* RT to CV HIGH IMPACT EIFS TRIM WITH STUCCO FINISH DIAGONALLY SCORED STUCCO �3 1 /2" Cf' FAUX WINDOW SECTION 4 A4.1'' 1/2�� = 1'-0" r n '2 _7 3'` FAUX WINDOW DETAIL C4.1 1/211=1'-01' 1_1 IA co 20 GA. PREFINISHED METAL PARAPET CAP T.O. PARAPET FRAMING 20' - 0" T.O.PARAPET FRAMING 18'-8" 2'X2'X1" THICK IC BUILDING MEDALLION TYP WALL PACK (TYP); REFERENCE ELECTRICAL EMERGENCY EGRESS LIGHT COMMERCIAL GRADE SEAMLESSSCUPPER S PPER & DOWNSPOUT TYP STRAP DOWNSPOUT T U O WALL AT TOP AND BOTTOM CO2 CAGE BEYOND T.O. FINISH 0 ELEVATION - REAR 1/4" = 1'-0" 2.0 1.0 LINE OF ROOF DASHED LINES INDICATE LOUVER; REF OVERFLOW SCUPPER; 15'-4" 3'-4" ROOF TOP EQUIPMENT ST-1 MECHANICAL REF DETAIL ON A2.2 61-8" SCREENED BEYOND SHEETS ROOF LADDER ACCESS 4" MIN TYP — . — — — — — — — �!- I - � ­1- , - . - / — — — — -- — -\ — ---- - - - - - - _ _ _ _ . - - , ,I -7 . 1�-.1 .,�,'� : �- I , ; -"-. , - - - ' - - - - -= t-. '.i 'I :,, ,--,', A-�- .1 ;'' ..."".---"� - .� -;— - - - _-- - _ - •_- - _ _ _ - _ - _- --�- _ , �,.. - - - - - - - - _�'' - . - - - �' -_ - _ _ - - _ _ _ -_ - - - - - - - c �`='; i �: - - - -- �,• - - - - - -_ '; i. 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PARAPET FRAMING 20'-0" T.O.PARAPET FRAMING — 18.-8n BACK -LIT FASCIA ---- SIGNAGE BY SIGN CONTRACTOR UNDER SEPARATE PERMIT PREFINISHED CANOPY, ---\ REF TO MATERIALS SCHEDULE ON A3.0 EMERGEN Y C EGRESS LIGHT 0 N STONE VENEER, TYP T.O. FINISH FLOOR On A.0 DASHED LINES INDICATE ROOF TOP EQUIPMENT SCREENED BEYOND .:: ■ I t��I - =11IIIIIIIIII V1 HIGH IMPACT EIFS LINE OF ROOF CORNICE WITH BEYOND STUCCO FINISH, TYP j __'1" --_ -- _ , _ - _I _ = - - - __- - - ' ' - • - _;_- -_ _ - -J - _�11- - - - - - - _ - , - - - - __ _ i- , - _ - _ _ _ - ; 4 - - -_- -_-__- -T- -_ ' EQ _ `EQ.' _ -, -- _ __ _ -- -- ---�11- _, _ - _ --_-__ _- - _ -- -_ _ _ _ - C -- - - - - - - _.� - - - - - - - - - ' a _ - -_ _- _ _ - • `- - _ - _ _ _ _ _ _ , c - C -11 "' ��T - - -- -_-_ - - -_ --- -_ _ ST_2 - - .( " I1, --- - - - _ _ _ _ _ -1 1: --_ - - - -_ - _ ST-1 - --_ - - ' - 7 CO2 �ST-1 1" THICK STUCCO CAGE REVEAL, TYP B.0 S� - - . _ F - - - - -_ -_ _ _ _ -i-I_ __ _ • I'I" _ - -_ - L ---- - "- -- :�_ -- - o I - - _ - - _ _ _ _ _ _ _ _ r, C oC - - -- -, }' - - ST 2 4 /'' C - _ - _ --_.---, -. - _ ,- - --- Qi __ ;;- - _ , __-- - _ -' - - - - - _ -_ - - L C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - -" - - - '. `�• =' " -"- - - - - oC C _ - - - - - - - 'Or O - - - - - - -- -" --_ - - -_ _ - - -_ - - - - - _ `�- _ - _ _ 7�1 C - - - '' - -" _- - _- - -- - �O f=- +23/-25 PSF ' •,._:' - +23/-31 PSF C ST-2 - � OC _ 1O1O o / \ ' , �C a -8 6- " �o P-3 - _ _ P-3 C _- _ - 0 -- _- HIGH IMPACT EIFS CORNICE WITH STUCCO FINISH STONE VENEER, TYP - HIGH IMPACT EIFS IS WATER TABLE WITH STUCCO FINISH TYP 20 GA. PREFINISHED METAL PARAPET CAP WALL PACK TYP REF ELECTRICAL 2'X2'X1" THICK BUILDING MEDALLION, TYP - EMERGENCY EGRESS LIGHT - HIGH IMPACT EIFS WATER TABLE WITH STUCCO FINISH, TYP IF NO CONNECTION TO STORM DRAINAGE SYSTEM PROVIDE 1'-0" X 2'-0" CONCRETE SPLASH BLOCKS AT EACH DOWNSPOUT E Ic 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects Drawings and Specifications as instruments of service are and shall remain the property ofthe Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STR UCTU RAL CO NS U LTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT; SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 K 2 �2 0 n N 0 N O M 2M UJ � r-i 00) )UL Q m O 9a U. Z gO U C (z 1: z 0. O a U O U N L■u r' 7 0 � o O °' IF R _ F �, ,, B •��Q,N gG`'17 Q- ' - - r. AR97905 ?3 •k ��• 0 . .s . . ;�� D - FEE-RG� �9 • 6 �a Architect Name - RYAN M FAUST Archite ct Number -AR97905 THE SEAL AND SIGN ATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND N WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TOOR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 EXTERIOR ELEVATIONS ELEVATION - RIGHT SIDE 1/4" =1'-0" 6 5 4 3 2 1 Cl O M 00 m lD 14 O N I1 A IV IA ELECTRICAL LEGEND 11 DUPLEX GFCI RECEPTACLE no DUPLEX RECEPTACLE 107coll QUAD RECEPTACLE RI.G. RECEPTACLE PNEMA RECEPTACLE Fo_1 NEMA RECEPTACLE (2 GANG) ®® 'A' OCCUPANCY SENSOR 1, DATA OUTLET 00 REFERENCE ELECTRICAL SHEETS TE-1 T-4 SALES 102 OVEN TURBO CHEF MICROWAVE o 3 e0000 i < > FREEZER REFRIG. TRASH HAND ----- - -- SINK 1 A5.3 2 INTERIOR ELEVATION - SALES A5.0 3/8' = V-0" NOTES: 1. SHELVING IS ADJUSTABLE IN 1-1/2" INCREMENTS c c tl 0 VAULT ICE DOOR HEAVY-DUTY SHELVES MOUNTING HEIGHTS FOR ICE MERCHANDIZING SHELVES 1/2" = 1'-0" CABINETS B1 W/LOCKS CIGARETTE WALL DISPLAY START SLATWALL @ 6" A.F.F. v LOW VOLTAGE WIRE CARRIER REF MEP PAINT TO MATCH WALL 12 DOOR DISPLAY VAULT INTERIOR ELEVATION - COOLER VAULT 3/8" = 1'-0" STEEL JOIST REFERENCE STRUCTURAL SHEETS FOR SIZE AND LOCATIONS LOW VOLTAGE WIRE CARRIER REF MEP PAINT TO MATCH WALL SUSPENDED LIGHTS _ ;• , „2 P-4 G-1 ; - : ' FRP-A O T O TO i O \ O \ \ / \ 0 \ 0 / Ll d TRASH SALES COUNTER B1 INTERIOR ELEVATION - FRONT ENTRY 3/8" = 1'-0" STFFI .10IST_ RFF STRIICTI IRAI NEWS LEAN BARS SHEETS FOR SIZE AND LOCATIONS ' - -- . • • - , - - �. • .. - - :,; - „- �, _ � - - ,- - . _ -, -• - • _ - .. - - , - - _ � r _ -HVAC GRILLE_•; FRP-A MERCHANDISE 101 FRP-A CHIT TE-1 / ALARM DECAL NOTICE \ 10113 P-35 T-4 GLASS COVER OVER BOTH GRILLS w/ REAR ACCESS COVERS e FRP-A ` \ 104 \ `\ SLATWALL SANDWICH CASE CONDIMENTS CHILI HOT COUNTER CHEESE HOLD ROLLER ROLLER GRILL GRILL FOOD KICK WARMER PLATE POS LOTTO POS 131 LCG-1 l B1 INTERIOR ELEVATION - SALES COUNTER 3/8" =1'-0" J'ATE 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITEC rS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects IF,Drawings and Specifications as instruments ofservice are and shall remain the property ofthe Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 IC 1091 O N �z LLJ N 02M oF_ M Z) r, LJL o rn Q M O _J Lit inO U aQ a U W U IM z0 O 0) U Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FORANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION A PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 INTERIOR ELEVATIONS k & E 1�J C �A J BABY CHAN( STATION - R MATERIALS SCHEDULE 13X13 TILE WITH 50% OFFSET LIGHT SWITCH ELECTRIC HAND DRYER (REF EF SHEETS FOR RECESS KIT AS REQ'D) IT it) 16X24 TILE WITH 33% OFFSET INTERIOR ELEVATION - MENS TOILET 3/8" = 1'-011 INSTALL COFFEE BAR SIGN @ 84" AFF TO BASE OF SIGN I CAPPUCCINO (WOMENS TLT. SIM. & OPP. HAND) INTERIOR ELEVATION - COFFEE ISLAND w J 0 w U N 2 z v= O O w U z w w LL w LY REFERENCE PLAN 01 SHEET A2.0 LAVATORY PROTECTIVE T-2 ENCLOSURE,REFERENCE PLUMBING SHEETS. MIRROR Q W w U) qT LU z T-3 6" MAX CL �17" MIN INTERIOR ELEVATION - MENS TOILET 3/811= 1'-0" BULL NOSE TILE EDGE 2'-5 5/8" 13X13 TILE WITH w 50% OFFSET 0 w 2 U LL BABY CHANGING 0 STATION. REF O EF SHEETS � w U z w w 16X24 TILE WITH w 33% OFFSET ELECTRICAL LEGEND DUPLEX GFCI RECEPTACLE DUPLEX RECEPTACLE O 00 QUAD RECEPTACLE 00 I.G. RECEPTACLE Fc P NEMA RECEPTACLE 10-1 NEMA RECEPTACLE (2 GANG) A' OCCUPANCY SENSOR P DATA OUTLET 00 REFERENCE ELECTRICAL SHEETS REFERENCE FLOOR PLAN SHEET A2.0 T-2 _ 6" L T-On GRAB BARS MAX o Q W 0? w IU) w - w - to X in 0 CV T-3 HOSE BIBB @ 24" AFF TOILET PAPER (MEN'S RR DISPENSER ONLY) INTERIOR ELEVATION - MENS TOILET 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. GENERAL PURPOSE RECEPTACLE. IF SPACE IS NOT AVAILABLE ON THIS WALL. INSTALL ON ADJACENT WALL. DO NOT INSTALL BEHIND MIRROR. SOAP DISPENSER MIRROR LAVATORY CONTROL MODULE DRAIN OUTLET TMV (REF. PLUMBING) WATER INLET LAVATORY PROTECTIVE ENCLOSURE HOSE BIBB @ 24"AFF (MEN'S RR ONLY) LAVATORY ELEVATION (TYP) REFERENCE PLUMBING AND ELECTRICAL SHEETS T-5 3/4" SOAP DISPENSER T-2,_6n �1 r-0 MIRROR 2'4" ' ELECTRIC HAND GRAB DRYER BARS v 7 45.1 LAVATORY PROTECTIVE T-3 ENCLOSURE,REFERENCE PLUMBING SHEETS. � 3'-3 1 /2" TOILET PAPER DISPENSER CE IFT' INTERIOR ELEVATION - MENS TOILET _ 7 w J Z) 0 w U = o cn Q z � LL W 2 w O q- O U_ W � LU `o w E U z w UJ o w ' w <V w (WOMENS TLT. SIM. & OPP. HAND) Lt A5. 3/$„ = 11-011 (WOMENS TLT. SIM. & OPP. HAND) A5.1 3/811 = 11-011 (WOMENS TLT. SIM. & OPP. HAND) /' ICE MERCH CABLED BUNDLE SYRUP LINES STEEL JOIST REF IN GROUPS OF 4 FOR EASE OF STRUCTUAL SHEETS FOR INSTALLATION. FEED SIZE AND LOCATIONS THROUGH PVC CONDUIT IN WALL TO 8" x 12" POCKET �' • .. f , —� A5.3 T-5 1 ICE MAKER & POSTMIX F RP -A w/ICE DISPENSER isAND CUP COUNTER is ICED SLURPEE SLURPEE BREWER TEA ` ICED ' \ COFFEE `POST MIX FREEZER HIE] v 8� 0 0 MICROWAVE �� !I •Calf U�� �1� TRU�Mi�a 0 FIN, I� 1 II10 ice. BREW TRASH TRASH LID / RAWS TRASH OPEN SINK C IMENTS AIR UNIT ZPOCKETS TO BE TRIMMED WITH FRP --------- — - - -TO PREVENT DAMAGE TO LINES -- - - INTERIOR ELEVATION - BEVERAGE BAR TYP SEAL ALL AS REQ'D BY CODE. TRASH ATM B1 Raw 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments ofservice are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 C Q O QN �z o N O M 0 (VI =) rl N rn UL Q M ( � J V LL Z _ z gO U 0w w 6 z_ a O �- V W o U N �'' z cc)O O a) Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENTTO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION A PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 INTERIOR ELEVATIONS 3/811=1'-011 E w 'A J ELECTRICAL LEGEND DUPLEX GFCI RECEPTACLE Fol DUPLEX RECEPTACLE 00 00 QUAD RECEPTACLE O v I.G. RECEPTACLE NEMA RECEPTACLE 101 NEMA RECEPTACLE (2 GANG) DA OCCUPANCY SENSOR �� ❑❑ DATA OUTLET REFERENCE ELECTRICAL SHEETS w J Q w O v 00 2 C� W 2 I— LL J 0 00 C- w co LO PART# 351TF73G3 BIB RACK 3X5 INCLINED, TOP PUMP MOUNT, 7 FLOJET PUMP, 3 RED COKE, 3 GREEN PEPSI BAG CONNECTORS 7 BIB PUMPS W/ CO2 PLUMBED SPARE PUMP, NO PUMP MOUNTING SPACE FOR FBD PLUMBING EXTRA EXTRA EXTRA 221b ROW BOX BOX BOX SPACE SPACE SPACE 221b ROW BOX BOX BOX SPACE SPACE SPACE FOR FOR FOR FBD FBD FBD 401b ROW 5 GAL 5 GAL BOX GREEN GREEN SPACE PEPSI PEPSI FOR FBD 221b 401b ROW 5 GAL 5 GAL 5 GAL GREEN GREEN GREEN PEPSI PEPSI PEPSI 5 GAL 5 GAL 5 GAL 401b ROW RED RED RED COKE COKE COKE PLANOGRAM 3 411 = 1'-011 39" PART# 251TF10C4G4Q2 BIB RACK 2X5 INCLINED, TOP PUMP MOUNT, 10 FLOJET PUMP, 4 RED COKE, 4 GREEN PEPSI, 2 GRAY GB 1 X BOX ACE SPACE FOR FOR FBD FBD 5 GAL 5 GAL GREEN GREEN PEPSI PEPSI 5 GAL 5 GAL RED RED COKE COKE 5 GAL 5 GAL RED RED COKE COKE 5 GAL GRAY 7BEV GEN BEV 27" 10 BIB PUMPS 221b ROW 24" X 36" FIRE RETARDANT U- TECK BACKBOARD - REFER TO A3.0 401b ROW ROUTER VEEDER ROOT 401b ROW PANEL 401b ROW 401b ROW 3/4" WIDE, 16 GAUGE, GALVANIZED PIPE STRAPS @ 4'-0" O.C. MAX 2x6 BLOCKING CENTER OF REFERENCE MANUFACTURER SPECIFICATION FOR MINIMUM ALLOWED BENDING RADIUS OF LINES BLOCKING AT 102" AFF. 2X6 BLOCKING CENTER RECEPTACLE FOR OF BLOCKING AT 102" AFF DOOR CHIME —538— — — ��_ _ — — —53 RECEIVER L— — — — — — — — — — — // ------------ Li CONDUIT / iL SWITCH 104 boo o� 0 00 0 0 � ISP DESKS EXTERIOR LIGHT OVERRIDE BUTTON LOW VOLTAGE JUNCTION IN WALL 6' - 5 3/4" INTERIOR ELEVATION - BACKROOM REMOVE CONNECTOR FROM BIB, CLEAN COKE CONNECTOR WITH HOT WATER, SCREW COKE ADAPTOR INTO COKE CONNECTOR, CONNECT NEW PEPSI CONNECTOR TO BIB G-1 P-8 53 534 • • — — — — — — 6 • • A5.2 HANGER TUBE 530 FOR TRASH BAGS FRP-1 _ FLOJET BIB PUMP MOUNTED o r- TO BIB RACK 3-COMP. F, SINK B1 F SHELVING BIB RACKS OCC. SENSOR CE SURFACE MOUNTED LIGHT FIXTURE DESK 3 3/4"' - 3 1 /2" VC5 MOO FRP-1 0° B1 1' - 3 3/4" T - 0 1/2" 5'-5" INTERIOR ELEVATION - BACKROOM 1/211 = 1'-011 NOTE: 72" 2X6 BLOCKING CENTER OF BLOCKING AT 90 DEGREES. - G-1 P-8 53 2x6 BLOCKING CENTER OF BLOCKING AT 80" AFF. 530 FRP-1— — — — — — — — — — — — — — 3-COMP SINK HAND SINK WATER INLET WATER INLET g Cl) �n WATER SUPPLY PIPING WATER HEATER EXPANSION TANK WATER FILTER � o MOP HANGE -' HOSE HOLDER co MOP °D SINK N N M O LL- O J w w Q w w Q ifl O NOW 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments ofservice are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 l 1� -�O B M F Rio Q� DLO' � 9 A, r AR97905 t�G1, V eD s Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FORANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION A PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 INTERIOR ELEVATIONS INTERIOR ELEVATION - BACKROOM INTERIOR ELEVATION - BACKROOM 1/211 =1'-011 A5.2 ` 1/211 = 11-011 6 5 4 3 INTERIOR ELEVATION - BACKROOM 1/211 = 1'-011 2 1 C M �A J C - CV N ti r N WATER INLET — DRAIN OUTLET — L , WATER INLET — ib r ` n - n - L r „ L n I, 2'- 6 10'-7" 2'- 5 10'-8" 2 -6 I, 1'- 6 UNIT 8: SODAS AND UNIT 7: MISC. AND BULK UNIT 6: SODAS UNIT 5: SODAS UNIT 4: TEAS UNIT 3: ENERGY DRINKS UNIT 2: WATERS UNIT 1: JUICES BULK INTERIOR ELEVATION - COOLER VAULT 1/2" =1'-0" EVAPORATOR EVAPORATOR SWITCH ELECTRICAL LEGEND ILIDUPLEX GFCI RECEPTACLE lo DUPLEX RECEPTACLE 00 00 QUAD RECEPTACLE FI.G. v RECEPTACLE PNEMA RECEPTACLE F-01 NEMA RECEPTACLE (2 GANG) IN OCCUPANCY SENSOR DATA OUTLET REFERENCE ELECTRICAL SHEETS 4 VAULT SHELVING SECTION A5.3 1/2" = 1'-011 'I ' III III I I I I I I•I I•I +___i _ CABLED BUNDLE SYRUP LINES IN • • GROUPS OF 4 FOR EASE OF I I INSTALLATION. FEED THROUGH PVC CONDUIT IN WALL TO 8" x 12" POCKET 6" 6r, CUT INTO WALL 3 INTERIOR ELEVATION - SAFE A5.3 1 1" =1�-0�� T-4 OVEN TURBO CHEF Now o�a ®� MICROWAVE a o o a �L 0 0 0 0 0 L —/ 0 0 0 0 0 J r 0 NEMA 6-20 FOR MICROWAVE NEMA 6-30 FOR TURBOCHEF OVEN 0 r = 1'- 3 1/2" 2'- 6 3/4" 1' - 10" 1' - 2" 1'- 2" 2'-1" FREEZER INTERIOR ELEVATION - HOT FOODS REFRIGERATOR TRASH SINK PORATOR TCH. TYP. TOR. TYP. IDENSATE LINES TO ORATORS JUSTABLE SHELVING (TYP.) 0 <V — TMV — WATER INLET — DRAIN OUTLET — WATER INLET 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments ofservice are and shall remain the property ofthe Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 K 0 QN �z N O LU M 0 M =) r, tN C) LL 0 M Q M O LL gO C LU z a O a. U o (� I� M z O V % r .0 � �4,9 a r • AR97905 ST�REQA- M Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 INTERIOR ELEVATIONS 3/411 = 11 -0" 3/411 = 11 -011 66 M 1.0 O N Rt E C B O a, a 0 U ILD ri J a IY Z LJ U M _J LL V INSTALL BLOCKFLASH PAN - W/INTEGRAL CONCAVED WEEP SPOUT & INSECT GUARDS AS RECOMMENDED PER MFG SPECS. CMU BLOCK WALL; REF - STRUCTURAL DRAWINGS WATER RESISTANT MORTAR BUILDING FINISH; REF EXTERIOR ELEVATION 1" STUCCO REVEAL 1 A7.0 INSTALL BLOCKFLASH PAN W/INTEGRAL CONCAVED WEEP SPOUT & INSECT GUARDS AS RECOMMENDED PER MFG SPECS. T.O. FINISH FLOOR U-0" T.O. GRADE/PAVEMENT REF CIVIL \ SECTION @ REAR 3/4" = 1'-0" 20 GA. PREFINISHED METAL PARAPET CAP SINGLE PLY ROOF MEMBRANE OVER 1/2" RECOVERY BOARD R-30 RIGID INSULATION — SINGLE PLY ROOF OVER METAL ROOF DECK; MEMBRANE OVER 1/2" REFERENCE STRUCTURAL RECOVERY BOARD — R-30 RIGID INSULATION OVER METAL ROOF DECK; REFERENCE STRUCTURAL CONTINUOUS METALTRACK 3-5/8" x 20 GA. STUDS AT 16" O.C. FINISH PER ROOM SCHEDULE, SHEET A3.0, AND INTERIOR ELEVATIONS, SHEETS A5.0 & A5.1 STEEL BAR JOIST REF. 4 STRUCTURAL DRAWINGS PERM -A BARRIER BY GRACE 1/2" GYP BOARD FINISH PER ROOM SCHEDULE, SHEET A3.0, AND INTERIOR ELEVATIONS, SHEETS A5.0 & A5.1 2 20 GA. PREFINISHED METAL A2.2 PARAPET CAP SINGLE PLY ROOF MEMBRANE OVER 1/2" RECOVERY BOARD R-30 RIGID INSULATION OVER METAL ROOF DECK; REFERENCE STRUCTURAL INSTALL BLOCKFLASH PAN W/INTEGRAL CONCAVED WEEP SPOUT & INSECT GUARDS AS RECOMMENDED PER MFG SPECS. — STEEL BAR JOIST; REFERENCE STRUCTURAL CMU BLOCK WALL; —� REF STRUCTURAL CMU BLOCK WALL; REFSTRUCTURAL 3 5/8" 20 GA. METAL STUD FRAMING 3 5/8" 20 GA. METAL _ STUD FRAMING MIN R-19 INSULATION MIN R-19 INSULATION 1/2" GYP BOARD 1/2" GYP BOARD FINISH PER ROOM SCHEDULE, SHEET A3.0, AND INTERIOR ELEVATIONS, SHEETS A5.0 & A5.1 WATER RESISTANT MORTAR 2 A2.2 20 GA. PREFINISHED METAL PARAPET CAP T.O. PARAPET FRAMING REF ELEVATIONS 4 A7.0 MIN R-19 INSULATION BUILDING FINISH; REF _ EXTERIOR ELEVATIONS PERM -A -BARRIER HIGH IMPACT EIFS 3 5/8" METAL STUD _ FINISH TRANSITION BY GRACE @ 24" O.C. WATER TABLE; REF REF ELEVATIONS EXTERIOR ELEVATIONS WATER RESISTANT PERM -A BARRIER BY MORTAR GRACE CMU GROUT SOLID A Jill, a IIF � I ► -_zY-•x a :-;- 0 V 1 v=-!i .•r ice% a xx V • -` ■ • CONCRETE SLAB AND =III=III FOOTING REFERENCE III ,III=1 STRUCTURALSHEETS REF STRUCTURAL —fi 'III FOR SUBGRADE PAD = PREPARATION III= TERMITE TREATED COMPACTED SOIL CONCRETE SLAB AND FOOTING REFERENCE STRUCTURALSHEETS F-3 SECTION @ SIDE WAL 3/4" =1'-off — BLOCKFLASH PAN W/INTEGRAL CONCAVED WEEP SPOUT & INSECT GUARDS AS RECOMMENDED PER MFG SPECS. CANOPY SUPPORT; REF STRUCTURAL CANOPY COLOR TO MATCH STOREFRONT W/REAR GUTTER CONNECTION BY CANOPY MFR. REFER TO A3.0 MATERIAL SCHEUDLE. — SURFACE MOUNTED LED SOFFIT LIGHT; REF ELECTRICAL EXTERIOR WALL FINISH; REFERENCE EXTERIOR MATERIALS SCHEDULE ALUMINUM STOREFRONT AND INSULATED GLAZING — CANOPY DOWNSPOUT 5 BEYOND; REF ELEVATION CC FOR CONNECTION L 20 GA. SS SILL FLASHING WITH c HEMMED EDGE AND END DAMS TO MATCH STOREFRONT. 1" STUCCO REVEAL I= — = = � ° = I— WEEP SCREED PER REF STRUCTURAL - _ — MFGS SPECS. -I—I WEEP SCREED PER FOR SUBGRADE PADI- - — =� MFGS SPECS. PREPARATION = °a — = —� CONCRETE =III —III— CONCRETE = a - =III= 1= EXPANSION JOINT — — — EXPANSION JOINT TERMITE TREATED d - a III=III— COMPACTED SOIL ° —INSTALL BLOCKFLASH PAN 1 INSTALL BLOCKFLASH PAN - — °` ° - - ° -, = W/INTEGRAL CONCAVED WEEP ° - I =I —III — — — — 1=1 i SPOUT & INSECT GUARDS AS W/INTEGRAL CONCAVED WEEP CONCRETE SLAB AND III III=i —III=III III i SPOUT & INSECT GUARDS AS -III! - — — — -III-RECOMMENDED PER MFG SPECS. _ FOOTING REFERENCE —III—III—III—III—III- -I —1111=III=1 1=1 IIRECOMMENDED PER MFG SPECS. STRUCTURALSHEETS =1 1 1= -III-1-I 1-i 1- SECTION @ KNEE WALL L 1A217— SINGLE PLY ROOFING MEMBRANE EXTEND UP AND UNDER CAP; MAINTAIN POSTIVE DRAINAGE AT PARAPET SINGLE PLY ROOF MEMBRANE OVER 1/2" RECOVERY BOARD R-30 RIGID INSULATION OVER METAL ROOF DECK; REFERENCE STRUCTURAL STEEL BAR JOIST; REFERENCE STRUCTURAL CMU BLOCK WALL; REFSTRUCTURAL 3 5/8" 20 GA. METAL STUD FRAMING MIN R-19 INSULATION 1/2" GYP BOARD PERM -A BARRIER BY GRACE INTERIOR WALL FINISH AS SCHEDULED 0 io A 20 GA. PREFINISHED METAL PARAPET CAP T.O. PARAPET FRAMING REF ELEVATIONS J BACK -LIT FASCIA SIGN BY SIGN CONTRACTOR UNDER SEPARATE PERMIT BLOCKFLASH PAN W/INTEGRAL CONCAVED WEEP SPOUT & INSECT GUARDS AS RECOMMENDED PER MFG SPECS. CANOPY SUPPORT; REF STRUCTURAL CANOPY COLOR TO MATCH STOREFRONT W/REAR GUTTER CONNECTION BY CANOPY MFR. REFER TO A3.0 MATERIAL SCHEUDLE. SURFACE MOUNTED LED SOFFIT LIGHT; REF ELECTRICAL INSTALL BLOCKFLASH PAN W/INTEGRAL CONCAVED WEEP SPOUT &INSECT GUARDS AS RECOMMENDED PER MFG SPECS. EXTERIOR WALL FINISH; REFERENCE EXTERIOR o MATERIALS SCHEDULE ALUMINUM STOREFRONT AND INSULATED GLAZING < — CANOPY DOWNSPOUT L BEYOND; REF ELEVATION L FOR CONNECTION CONCRETE SIDEWALK; SLOPE AWAY FROM BUILDING. 2 FLOOR AS A7.0 T.O. FINISH FLOOR SCHEDULED I / 0'-0" i T.O. GRADE/PAVEMENT 10 MIL POLY VAPOR _ REF CIVIL BARRIER a d° 'a 's m = d — _III III ,III CONCRETE EXPANSION JOINT REFERENCE STRUCTURAL FOR SUBGRADE PAD PREPARATION— i TERMITE TREATED COMPACTED SOIL =1 � I -III -III -I � I-1 � I -III -III -I I! I -1 I I I -� I I � III -III -III -III -III- CONCRETE SLAB AND FOOTING REFERENCE STRUCTURALSHEETS 1 SECTION @ STOREFRONT A&0 3/4" = 1' -0" 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 �I 2 o QN �z N LL_ 0 < M 0 ,L V � LL Z g o Ln U C od z O a U o UN I� M Z O � V U -•s,CU Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJ ECT. REVISIONS NO. DATE DESCRIPTION A PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 WALL SECTIONS Phu 4 3 2 1 oo 7t 00 cn 1-i 10 14 0 N R* E �I CI 116 0 0 "I _J a Z LLI UI an 06 C7 Vf t �A a� N 00 c v U 0 U WATER HEATER REF PLUMBING EXPANSION TANK 2X6 SP #2 OR SPF #2 EXPANSION TANK LU OR BETTER FOR WATER (TYP) HEATER o DRIP PAN LU SHELF PLAN (2) 16D v IN CAI VIEW COMMON TO 3/4" PLWD. = EACH STUD SHELF ON 2 x 6 FRAMING WITH El M WALL COVERING g 0 SEE P SHEETS FOR FILTER AND 0 LL LU PUMP PLUMBING DETAILS LOCATE MOP HANGER (FIAT 899-CC) ON WALL SERVICE ADJACENT WALL OVER FAUCET i� MOP SINK @ 50" AFF MOP SINK 30" HOSE AND BASE AS CKET SCHEDULE `� (FLAT 39-CC) 5 WATER HEATER ELEVATION (SIM) .0 3/8if= 1�-0" J-MOLD WITH SILICONE CAULK JOINT REF FINISH SCHEDULE 1/2" GYP. BOARD MIN R-19 INSULATION 3 5/8" METAL STUDS @ 24" O.C. i Lm,wl CMU WALL; REF STRUCTURAL DRAWINGS FINISH AS SCHEDULED COLUMN DETAIL @ STOREFRONT 3" = 1'-0" I 3" — 1'-0" STEEL COLUMN REFERECE STRUCTURAL SHEETS FOR DETAILS. PREFINISHED BREAKMETAL 6" DEEP LEG CAPTURE WRAP TO MATCH STOREFRONT TRACK DO NOT STRUCTURE ABOVE ALUMINUM STOREFRONT ATTACH TO STUDS X.X SHIM AS REQUIRED 1" CONTINUOUS 20 GA. BENT PLATE 1/2" GYP BACKER ROD & SEALANT, BOTH SIDES OF BOARD BOTH SIDES WALL DO NOT EASILY ATTACH TO WALL COMPRESSIBLE 1" THK. SOFT FOAM FILLERINSULATED GLASS METAL STUD FRAMING WOOD BLOCKING 9 STUD SLIP JOINT STOREFRONT @ CENTER POST A7.o ; 11/2 - 1-0 19 WALL COVERING AS SCHEDULED 1/2" GYP. BOARD MIN R-19 INSULATION W.R. GRACE PERM -A BARRIER MEMBRANE TOOLED MORTAR JOINT REINFORCED BOND BEAM PER STRUCTURAL 3/4" PLYWOOD CORNER TRIM WRAP WALL FINISH AS SCHEDULED STOREFRONT I f 5 I DETAIL - STOREFRONT HEAD 11/2" =1'-0" X.X I I WALL FINISH AS STAINLESS STEEL SCREW AT T O.C. 3" AND COUNTER SUNK 16 GA STAINLESS STEEL 2"X3" CONTINUOUS ANGLE WITH BACKER N ROD AND SEALANT, TYP. MIN R-19 INSULATION 3 5/8" METAL STUDS @ 24" O.C. W.R. GRACE PERM -A BARRIER MEMBRANE 1/2" GYP. BOARD WALL COVERING AS SCHEDULED 3/4" PLYWOOD METAL FRAME PAINTED THRESHOLD BEYOND STEEL COLUMN REFERECE STRUCTURAL SHEETS FOR DETAILS. PREFINISHED BREAKMETAL WRAP TO MATCH STOREFRONT ALUMINUM STOREFRONT SHIM AS REQUIRED zfCONTINUOUS BACKER ROD & SEALANT, BOTH SIDES 1" THK. INSULATED GLASS INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE HEADER LENGTH HEADER MEMBERS MINIMUM EFFECTIVE PROPERTIES PER STUD 2'_TO_6' 6'_TO_8' 8'_TO_10' 10'_TO 12'__(2) -12' _TO 14' 14'_TO_16' 16'_TO_18' 18' TO 26' (2)_6"_x18 GAUGE (2) 6"_x16 GAUGE (2)_6"_x14 GAUGE 8" X18 GAUGE (2) 8"_x 16 GAUGE (2) 8"_x14 GAUGE (2)10" x14 GAUGE 2 12" x 16 GAUGE Ix = 2.042 Sx = 0.670 Ix = 2.518 Sx = 0.839 Ix = 3.094 Sx = 1.031 Ix = 4.134 Sx = 1.033 Ix = 5.110 Sx = 1.277 Ix = 6.303 Sx = 1.576 Ix = 12.325 Sx = 2.456 Ix = 15.730 Sx = 2.334 METAL STUD DOUBLE MTL STUD AT JAMBS BOX BEAM BOTTOM TRACK TOP TRACK 2 STUD HEADERS FINISH AS INDICATED BATT INSULATION BOTTOM TRACK PC 18 GA TRACK VARIES SECTION B lei SECTION A 17 DETAIL - HEADER A7.0 1 1/211 = 11 011 NOTE: SHEET METAL HOOD; COORDINATE 1. DETAIL ELIMINATES PITCH POCKETS FOR PIPING WITH MECH SHEETS FOR REQ'D PENETRATIONS THROUGH THE ROOF. PITCH POCKET NUMBER OF LINES SETS AND SIZE OF INSTALLATIONS ARE PROHIBITED. OPENING REQ'D. 2. ATTACHED TREATED WOOD NAILER TO DECK WITH SHEET METAL OR FLEX TUBE SUITABLE FASTNER AS REQ'D PER LOCAL AHJ. COLLAR. PROVIDE CONT. BEAD OF SEALANT AT COLLAR 3. PROVIDE MIN 2" BETWEEN PIPES AND 4" MIN CLEARANCE FROM PIPE TO TOP OF CURB. INSULATE VOID AS REQ'D TO 0 COOLER WALL = _ PER MANUFACTURER inU w EXTEND FINISH 12" MIN. TYP. REQUIRED GAP PER MANUFACTURER — — - SECTION @ PIPE PORTAL 1 1/2" =1'-0" CMU BLOCK WALL; REF STRUCTURAL DRAWINGS BUILDING FINISH AS SCHEDULED PREVENT CONDENSATION SHEET MTL FLASHING RECEIVER WITH GASKETED FASTENERS @ MIN 18" O.C. AROUND PERIMETER OF PIPE PORTAL; Z PROVIDE PROPER FASTENING SCHEDULE AS REQ'D PER LOCAL AHJ. REMOVABLE COUNTER FLASHING OVER FASTNERS @ 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 WOOD CANT AS REQ'D TO BRACE CURB INTERIOR WALL COVERING AS SCHEDULED MIN R-19 INSULATION 3 5/8" METAL STUDS @ 24" O.C. A A7.0 METAL STUD HEADER PC 18 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB METAL STUD JAMB NOTE: _ 0 WHEN THE THRESHOLD CREATES A TRANSITION g n BETWEEN TWO FLOOR SURFACE MATERIALS, THE TWO �! MATERIALS SHOULD NOT VARY IN THICKNESS OR DROP MORE THAN 1/4" BELOW TOP OF THRESHOLD VERTICALLY Q WHEN A 1:2 SLOPE IS NOT IN EXISTENCE. THRESHOLD DETAIL 6" = 1'-0" EXTERIOR REINFORCE AND GROUT EACH SIDE OF JAMB PER STRUCTURAL. CMU BLOCK WALL; REF STRUCTURAL DRAWINGS MIN 1/2" STUCCO FINISH WALL TYPE RE TYPES SHEET, METAL STUD B BEAM HEADER CONTINUOUS SEALANT, EACH SIDE METAL FRAME DOORFRAME. ANCHORS, MIN JAMB DOOR AS SCHI REFERENCE SI DOOR HEAD / JAMB DETAIL 3" = 1'-0" TILE FLOOR AS SCHEDULED SWEEP TRANSITION STRIP }, ° a d •, °d - _ _ -4 ° 11 COOLER VAULT TRANSITION STRIP A7.0 3" = 1'-0" TRANSITION STRIP, DOOR REF A3.0 HOLLOW METAL DOORFRAME NEW VCT, (BEYOND) REFERENCE TILE; REF FINISH FINISH SCHEDULE SCHEDULE A3.0 CONT SEALANT AT DOOR FRAME CONCRETE FLOORING 10 TILE / VCT TRANSITION STRIP W.R. GRACE PERM -A- f l ' TOOLED MORTAR JOINT WALL FINISH, AS SCHEDULED; ,_ (4) 5" x 1/4" DIA MASONRY BARRIER MEMBRANE I I REFERENCE ROOM FINISH �.a°• o ANCHORS PER JAMB I SCHEDULE, SHEET A3.0 I °.� 1/2" GYP. BOARD I REINFORCED BOND d BEAM PER STRUCTURAL METAL J TRIM TO MATCH HORIZONTAL REINFORCING; EXTERIOR DOOR/FRAME 3/4" PLYWOOD REF STRUCTURAL 20 GA. SS SILL FLASHING WITH CORNER TRIM HEMMED EDGE AND END GYP BOARD SEALANT EACH SIDE WRAP WALL FINISH AS - DAMS TO MATCH DOOR. SCHEDULED MIN R-19 INSULATION H.M. DOOR AND FRAME AS SCHEDULED H.M. DOOR AND CONTINUOUS BACKER ROD FRAME AS SCHEDULED & SEALANT, BOTH SIDES 3 5/8" MTL STUDS @ 24" O.C. -" I i •ly CMU BLOCK WALL; REF STRUCTURAL DRAWINGS I I EXTERIOR - HM DOORJAMB 6 DETAIL - HM DOOR HEAD ..... 11/2" = 1'-0" STOREFRONT REINFORCE AND WRAP WALL FINISH AS GROUT EACH SIDE SCHEDULED OF CORNER TRIM W.R. GRACE PERM -A - BARRIER MEMBRANE CMU BLOCK WALL; REF STRUCTURAL 3-5/8" METAL STUDS DRAWINGS @ 24" O.C. =1 I INVERTED BOND BEAM MIN. 1/2" REF STRUCTURAL STUCCO FINISH ° TOOLED MORTAR JOINT a CONTINUOUS BACKER MIN R-19 -, ROD & SEALANT, INSULATION I _ BOTH SIDES 1/2" GYP. BOARD 20 GA. SS SILL FLASHING a. ° WITH HEMMED EDGE WALL COVERING AS _"•. AND END DAMS TO SCHEDULED MATCH STOREFRONT. DETAIL - STOREFRONT SILL A7.o 11/2" = 1'-0" a.o _ 1 1/2n -1,-0„ TOOLED MORTAR JOINT 'I 7:..� . .. STUD WALL WHERE ;.= 1. �..:::; OCCURS OR WALK IN PERM -A -BARRIER •�: I 1 COOLER WALL, REF WALL BY W.R. GRACE :T TYPE SCHEDULE. BASE, AS SCHEDULED; 20 GA. SS SILL FLASHING BASE, SEE FINISH REFERENCE ROOM FINISH j. WITH HEMMED EDGE SCHEDULE SCHEDULE, SHEET A3.0 AND END DAMS TO METAL RUNNER WITH 1 MATCH STOREFRONT. 1/2" X 0.145 SHOT PIN AT FINISH FLOOR AS '- 16" O.C. TO CONCRETE SCHEDULED CONTINUOUS BACKER SLAB WITH MIN. 1 1/8". STOREFRONT ROD &SEALANT, USE HILTI XU SERIES SILICONE CAULK BOTH SIDES ESR-2269 PINS LARR # JOINT a m'_ •. . < " = - a_ ° °d d25675 CONCRETE SLAB; BLOCK WALL; REF FLOOR AS SEALANT REF STRUCTURAL d DRAWINGS , , �CMU d. `�STRUCTURAL ,p FINISH SCHEDULE REFERENCE A3.0 20 GA. SS SILL FLASHING �°, ° d.d, CONCRETE EXPANSION JOINT 4° . - a ; ° °.. MIN 1/2" STUCCO FINISH ` ' 9 d,• - °=4 WITH HEMMED EDGE 4 $ d ; REINFORCE AND GROUT _8 4_ - < _ ° AND END DAMS TO _ d `" EACH SIDE OF JAMB <� " " ° _ . Q " EXISTING CONCRETE ° . d CONCRETE - a MATCH STOREFRONT. ° °' a ° ' PER STRUCTURAL. a• SLAB a SLAB ON '" 9• . ° -: ``� _Ia GRADE p ° _ d� iv a WALL CONNECTION DETAIL (TYP) STOREFRONT SILL 1 DETAIL - BASE = —V A7.o 1 1/2" = V-0" ° °4. A7.o -... 3" =1'-0" I MIN. 1/2" STUCCO FINISH BLOCKFLASH PAN W/ INTEGRAL CONCAVED WEEP SPOUT & INSECT GUARDS AS RECOMMENDED PER MFG.SPECS iv PAVFn SURFACF w FINISH GRADE Q > 1P 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 L� O N �z N oUJ L 1_ o a' a _J z �UW �` LL Z W g O C C LU z Q O o U� rh Z 0 0 O °' U B s, AR97905 16� Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION A PROJECT NUMBER: RELEASE DATE: DETAILS 0 16018 03/31/2016 6 5 4 3 2 1 6 5 I 4 I 3 I 2 1 IN, C k6 O W +r 0 U 1p I J Q z W U L Qi C 66 M C7 @J J LL N t L �A N 00 O i to C �J E U O 0 L Q�U) oLU =� W � ty-a U J M W _ _ v3: co BAKERY CASE LID/STRAW TOWER MICROWAVE CONDIMENT DISPENSER HOT HOLD 90 O O 44 ----- -_- - -- ❑ o o ❑❑ --- - - - -- OB O CV W W F- Z O U O H W W I— Z O U O H CAPPUCCINO ON COFFEE ISLAND ICE COFFEE LID/STRAW O O O O O / \ SLURPEE MACHINE 3BBL SLURPEE LID/STRAW W W F- Z O 0 O H 86 89 ON COFFEE ° ISLAND \UU / ICED BULK COFFEE CREAMER/ ICED COFFEE I I I I I � I I I I I I I CONDIMENT STATION COFFEE BREWER COFFEE URN TEA DISPLAY COUNTERTOP CONDIMENT ICE MAKER & POSTMIX w/ICE DISPENSER AND CUP COUNTER M EQUIPMENT ELEVATIONS 3/411 = 11-011 6 5 4 3 2 1 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments ofservice are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 IC O QN �z N LLI Q M � r, 2 M O LL a U(� O rr LL JJ_ z g o U C � z a paU o UN M z o o O C) U Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 EQUIPMENT ELEVATIONS ams� I �C' -i 6 5 SCOPE OF WORK ►. d 1. COORDINATE ROUTING AND FINAL LOCATIONS OF COMMUNICATIONS AND CONTROLS WIRING. l.0 2. ALL EXTERIOR AND BELOW CEILING POWER, CONTROLS AND COMMUNICATIONS WIRING TO BE ROUTED IN CONDUIT. INSTALL U1 CONDUIT FOR INTERIOR CONTROL AND COMMUNICATION WIRING ONLY IF REQUIRED BY AHJ. IN 3. BELDEN CABLE NUMBERS ARE SHOWN ON WIRING DIAGRAM FOR CABLE REQUIREMENTS (SHIELDING, PLENUM RATING, AWG, ETC.). ro PROVIDE BELDEN CABLE AS SHOWN, OR CONTACT BEST WIRE AND CABLE FOR APPROVED ALTERNATE CABLE. CONTACT PATRICK HAMACK AT BEST WIRE AND CABLE (972) 658-9986 FOR QUESTIONS ABOUT CABLE REQUIREMENTS. 4. PROVIDE ALL FIELD WIRING BETWEEN HVAC AND REFRIGERATION EQUIPMENT AS SHOWN IN 3/EMS1.0. 0 5. INSTALL BACK -BOXES WITH CONDUIT STUB UP FOR HUMIDITY, TEMPERATURE AND CO2 SENSORS. DEVICES TO BE PROVIDED BY CARRIER AND AUTOMATED LOGIC CORPORATION (ALC). m 6. PROVIDE FINAL INSTALLATION AND CONNECTION OF CONTROL WIRING TO: LIGHTING CONTROL SYSTEM INCLUDING OVERRIDE SWITCH, HVAC AND REFRIGERATION EQUIPMENT, HUMIDITY, TEMPERATURE AND CO2 SENSORS, AND EMS SYSTEM. 7. MOUNT AND PROVIDE POWER TO THE MAIN PANEL. E I 8. ESTABLISH COMMUNICATION LINK BETWEEN THE MAIN PANEL AND BUILDING ETHERNET SWITCH. 9. CONTACT THE EMS SYSTEM MANUFACTURER AT (866) 390-4275 AND PROVIDE STARTUP OF MAIN PANEL, LIGHTING CONTROLS, HVAC AND REFRIGERATION UNITS C� t'• KEYED NOTES O COORDINATE LOCATION WITH MECHANICAL REFER TO 4/EMS1.0 FOR TLO, HUMIDITY SENSOR O AND LIGHTING CONTACTOR WIRING DETAIL. REFER TO 1/EMS1.0 FOR SMART CONTROLLER AND EVAPORATOR WIRING DETAIL. LIGHTING OVERRIDE SWITCH. INSTALL ON BACK WALL ABOVE WORK SURFACE OF WORKSTATION LOCATED IN BACK ROOM. SYMBOL DESCRIPTION TLO LIGHTING OVERRIDE SWITCH S TEMPERATURE SENSOR H HUMIDITY SENSOR CO2 CARBON DIOXIDE SENSOR CAT-5 EMS ETHERNET PORT 22 EMS - 7-11 ROUTER MAIN DRAWING IS FOR REFERENCE ONLY. SEE PLAN FOR EXACT EQUIPMENT LOCATIONS. Z PANEL EMS 1 ! BELDEN #1269A LIGHTING } CONTACTOR 4 - BELDEN #6300FE BELDEN # EVAP 1 -- - -- EMS MASTER MC SYSTEM 1 MC EMS BELDEN #6321 UE - EMS EVAP 2 / SLAVE SYSTEM 1 I MC - I RTU-2 MC i P� 1F EVAP 3 J MC - -- SLAVE SYSTEM 1 MC BELDEN #6541 UE - MC C BELDEN #6541 UE CO2 S 1 BELDEN #6202UE EMS FIELD WIRING DIAGRAM N.T.S. EMS N.T.S.- 4C, Unshielded, 22 AWG Plgnunn Rated Cable Control Panel CP-1 POR I.22 E"a .':S.' ...a © 0 991 � �© TO 9 A�wret' C 0 0. P A T O = J? m LGR}BOB Ocotnnaramu.e O .C-CEMt---r LIGHTING SYSTEM REFRIGERATION SYSTEM CONTROLLER CONTROLLER o a Smart Controller D a 0 -rel,..fil Mal _ ZN,20 BACret'� TO fI'AP MAS T F R COATROL BOARD O O �O\ / TRANSFORMER I TRANSFORMER 106VA 40VA CONTROL PANEL Space IRS Sensor Supplied by Carrier Field Wlred CARRIER [; V oT u +r•eu Coe SE 30R o V rM 7 R Q BACnet• 4 0.10v In i�o F«x b iTAM rer-ta..ov CONTROLIMODLAE `e or 11111 I 20 • PTIq UI-12 41e • UI.71+ 16 • told 17 • ••I IM0,41c- Power UI-10 4 �e • ■ • 4n and 14 • CI O Ul-W + Is • w UI-D7+ 12' • Gnd 11 • ul-W4 e • and • ari UW + 7 • • ■ i• Ul-034 6 • •• � .. tine 6 • ! 2t 1-4w*e,..,rey.(-UI-02 4 4 AM PWrout A� • Nr* Ames 1 12 • om A"+ 11* • � pip A0-6 f#nd 104AE • .+av AO-4 fond 8 •j�_ • .w� + 7 •T • roams A011od• seise F d Ilk + .4111 a A0-2 ono 4 • + ,. • Q�■w Aa! and s .lr, • -TX Xnet cUld EL e���a— � ev-E)�jpm741� a i 1e I •� avm *TX In 0 • 16 I •o � � � Bo.s,�. n4 ;K • 12 • 12 •! i 110-a I, • a0 10 • ®die i 0 •� 130-sr ._, • � eK7ldpat �+ra �� 7 • • •■� low■1� C c • e I ON �;• Mail� 4 i ..■ ,Yr■etata et}l 2.* • 1 •r` ■ +io ar. ■IW 0 * Grayed out Inputs/Outputs Factory wired GAS / ELECTRIC RTU CONNECTION DIAGRAM 2 - N.T.S. D02 SIGNAGE/CANOPY LIGHTS Ltg. Contactor By Elec, Typ. TIMED OVERRIDE BUTTON N H Locate next to computer 120VAC `J'1u_ By Elec TRT m TLO INPUT e E Pow p i FM�% m m m m •no m.,"AUTOMATFDLXIC" � W - C O R P O R A T I O N N3 w �551 CU: Ti(N�1:R W S Gro ["]14LStat Port 03 W 2 BACnet D01 PARKING LIGHTS Ltg. Contactor By Elec, Typ. N H 120VAC .. By Elec N 24VAC H e e 0 SPARE NG (: LIGHTING CONTROLS CONNECTION DIAGRAM 4 N.T.S. DRAWINGS FOR INDICATION PURPOSES ONLY. NUMBER AND TYPE OF UNITS TO BE COORDINATED. INSTALLATION OF EMS BY AUTOMATED LOGIC (ALC). — — — — I 1 I BEACON II I 1 SMART CONTROLLER 1 MULTI #1 MULTI #2 1 MULTI IN MULTI OUT MULTI IN MULTI OUT I I I I I I I SYSTEM #1 I MASTER SLAVE-1 SLAVE-2 I MULTI IN MULTI OUT MULTI IN MULTI OUT MULTI IN MULTI OUT � l � 1 -- . I - - ----------- -- -- - ------- - I I 1 TECHNICIAN TO TERMINATE BEACON II SMART CONTROLLER LS SHOWN.— DEVIATIONS'I — _ — _ I REFRIGERATION SYSTEM CONNECTION DIAGRAM N.T.S. oases 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to he used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. - - — SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 NMI C\ C� C N 0 Lij LJJ T `Cr 06 Cn a-) O O CL M M Q M M U) >_ LL O � LL z � w U)z J O z J Q w � = U Q O C w 06 � z ; U -J W o= O I--- ww c� LJJ z Q W () g U � i `���IIIIIIIIII/////7 -9�. a , V No.24636 •� •Al IIIII 0 3131120) Architect Name - RYANMFAUST ArchitectNumberAR9DOCUMENT 905 SIGNATURETHE SEAL AND ONLY TT0 WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 ENERGY MANAGEMENT SYSTEM 6 5 4 3 1 6 5 0 3 2 1 1.0 In Ln M lG O rV 0 rn 1 rn ■ C O u a ra a, Ua rn 0 rn 0 Cr to �C I 1 M Lu 2 I a� c co J LL LIZ :c L t Q GJ N 00 14 0 W LA U u a� 'o L a 0 N E M LA N c t O X O Jz O S C Y U ROOFTOP UNIT SCHEDULE MARK MANUFACTURER MODEL NOMINAL TONS SUPPLY FAN COOLING CAPACITY (MBH) SEER\EER HEATING INPUT (kW/MBh) ELECTRICAL DATA WEIGHT CFM E.S.P. (IN. WC) OSA (CFM) TOTAL SENSIBLE V/PH MCA MOCP RTU-1 CARRIER 48HC-D08 7.5 3000 0.75" 300 1 90 72.2 12 125 208/3 41 50 1173 RTU 2 CARRIER 48HC-A06 5 2000 0.5" 200 60 48 15.2 72 208/3 29 40 799 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 THYBAR ROOF CURB WITH NOA DOCUMENTATION AND ACCESSORIES. F. PROVIDE WITH STANDARD THERMOSTAT AND WIRING KIT. G. PROVIDE WITH CONDENSER COIL COATING.. H. OUTDOOR AMBIENT DESIGN TEMPERATURE 95 DEG.F. I. SET FAN OPERATION TO CONTINUOUS. J. TEMPERATURE SET POINTS DURING OCCUPIED HOURS; HEATING MODE: 660F - COOLING MODE: 75°F. K. PROVIDED BY 7-ELEVEN AND INSTALLED BY CONTRACTOR, FOR ADDITIONAL INFORMATION CONTACT NATIONAL ACCO REPRESENTATIVE BOBBY KIMBRELL (512) 267-3366, BOBBY.KIMBRELL@CARRIER.UTC.COM. L. CONTACT AUTOMATED LOGIC (ALC) AT (866) 390-4275 FOR BUILDING ENERGY MANAGEMENT SYSTEM. AIR DEVICE SCHEDULE MARK SERVICE MANUFACTURER MODEL STYLE FACE SIZE NECK SIZE FRAME TYPE NOTES METAL*AIRE A, B, C, D RG2 RETURN METAL*AIRE CC5-6 EGGCRATE CEILING REGISTER 24 X 24 LAY -IN A, B, 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 LITERSKY (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. ALL THE REFRIGERATION EQUIPMENT SHOWN ON THE PROTO DRAWINGS USE REMOTE CONDENSERS. BCP OPERATORS PLANNING TO USE SELF-CONTAINED REFRIGERATION EQUIPMENT SHOULD USE APPROPRIATE HEAT LOAD CALCULATIONS TO SIZE THE HVAC UNITS. THE CUT SHEETS FOR THE SELF-CONTAINED REFRIGERATION EQUIPMENT ARE AVAILABLE SEPARATELY. REF EMO 1.0 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 INSTALLERS. DURING CONSTRUCTION, AT 2 WEEKS PRIOR TO BUILDING TURNOVER, CONTACT ALC TO COORDINATE DELIVERY OF EMS PANEL. AFTER INSTALLATION OF EMS PANEL INCLUDING CONNECTION OF CABLES, CONTACT ALC FOR START-UP OF EMS PANEL. START-UP TO BE DONE 2-3 DAYS PRIOR TO BUILDING TURNOVER. LAY -IN CEILING NOTE: SUPPLY AIR DEVICES SHALL BE INDICATED AS 3-WA' AIR DEVICES WHEN LOCATED WITHIN A 10'-0" RADIUS OF THE OPEN SANDWICH CASE SIPS ROOF 3/8" ALL �- - 3/8" HEX THREAD ROD NUT, TYP CUSH-A-CLAMP FIRMLY CLAMPED TO PIPE TYP 3/8" HEX NUT, TYP 3/8" CHANNEL NUT WITH SPRING VERTICAL 1/4" X 2" SAMMY 3/8" ALL THREAD ANCHOR, _ TYP OF 2 PIPING INSULATION AS PER SPECS. 1 5/8" x 1 5/8" GALVANIZED UNISTRUT REFRIGERANT LINE SUPPORT N.T.S. L L=W/4,4"MIN REF. PLANS FOR RUNOUT SIZES O� " 45' LEAU IN SPIN -IN FITTINGS W/ SCOOPS ARE NOT ACCEPTABLE FLEXIBLE DUCT FOR FINAL CONNECTION ONLY: 6'-0" MAX LENGTH. BRANCH DUCT FITTING N.T.S. 1 M EU hHiv i VHL r LHiv 1/4" = 1'-0" OSA CALCULATIONS CLASSIFICATION AREA FT2 CFM PER AREA FT2 PEOPLE PERSONS CFM PER PERSON OUTSIDE AIR CFM SUPERMARKET 3000 0.06 24 7.5 450 Vbz RpPZ+ RaAZ 7.5*24+0.06*3000=360 VO =VbZ/EZ TOTAL REQUIRED: 450 360/0.8=450 TOTAL SUPPLIED: 500 AIR BALANCE SCHEDULE MARK OUTSIDE AIR CFM EXHAUST AIR CFM RTU-1 300 RTU-2 200 EF-1 200 TOTAL 500 200 EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL CFM E.S.P. (IN. )qC) V/Ph WATTS CONTROL EF-1 GREENHECK SP-B150 100 0.25" 120/1 129 LIGHT SWITCF 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 LITERKKY (214) 350-6871 EXT. 2140 WITH BARTOS INDUSTRIES. LOUVER SCHEDULE NET FREE AREA MARK MANUFACTURER MODEL SIZE (SO. FT.) DESCRIPTION LV-1 GREENHECK ESD-653D 48 X 24 3.33 ALUMINUM COMBINATION LOUVER/DAMPER WITH INSECT SCREEN NOTES: A. TO BE PROVIDED BY 7-ELEVEN AND INSTALLED BY THE CONTRACTOR. FOR ADDITIONAL INFORMATION CONTACT CHAD LITERSKY (214) 350-6871 EXT. 2140 WITH BARTOS INDUSTRIES. B. BR-30 LOUVER / BAROMETRIC RELIEF DAMPER COMBINATION C. LOUVER SHALL BE PRE -FINISHED DARK BRONZE IN COLOR. 1 114 !•!1x ITn w /1T111"t Tl� 1 \ Ia MECHANICAL SYMBOLS 18/12 RECTANGULAR DUCT 18" WIDE BY 12" DEEP (INSIDE CLEAR DIMENSIONS) 12" DIAMETER ROUND DUCT 12" (INSIDE CLEAR DIMENSIONS) E�� 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 SO COMBINATION SENSOR (S/H/C) OD SMOKE DETECTOR L— BALANCE DAMPER 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 COPY TO OWNER AND ENGINEER. 11. INSTALL VTR'S AND EXHAUST FANS A MINIMUM OF 10 FT FROM OUTSIDE AIR INTAKE. nr wl�/�\1 11 r\/w n/ln wT/lnr+ n/�I ITr Ixlnlnr nrrnl/�rnAxlT DALE 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 r� C� CV c N 1_ LU T W p qq* CZ Ch M O O a C0 �- Q M O LL zC6 o� Z W J O z Q W � = U Q o C > 06 z - j U J-r-- } O - W W c�— z IZ I� >- N = U = W cn o U C) ``���IIIIIIII11////7N ,V �10.24636 ""tillllll►��• a 313/461n Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS I NO. DATE I DESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 MECHANICAL PLAN 6 5 4 3 2 1 6 5 51 3 2 1H �o In In N rn r-q 0 N 0 rn I rn E III C 0 LJ M Cr M al Q 0) O r- Q1 O a" LA �I a I LLU L I L al W C_ l7 C0 M cD Q J LL fA r L s a al N W 0 IIo t ar 0 L a W 0 N E f0 N c s 0 i X 0 .0 a 0 0 / C Y L a) CA LAG SCREW (TYPICAL, FOUR TOTAL PER BRACKET) CURB , ___r 2 SF� NO�Fa 3.5 & 10 TON RTU ROOF Vv RTU __ BRACKET SFF \ 4bTFt? MCRTU0303 NOTES: 20 TON RTU 1. CONSTRUCT BRACKET OF GALVANIZED STEEL OF THICKNESS AS REQUIRED TO WITHSTAND WIND SPEED OF 110 MPH. INSTALL ONE BRACKET PER SIDE OF UNIT AS RECOMMENDED BY RTU MANUFACTURER. 2. COORDINATE WIDTH WITH WIDTH OF ROOF CURB. 3. COORDINATE WIDTH AS REQUIRED TO FIT BELOW RTU SUPPORT BASE AS SHOWN. 4. VERTICAL DIMENSIONS SHOWN FOR BRACKETS ARE MINIMUM REQUIREMENTS. COORDINATE DIMENSIONS WITH EQUIPMENT PROVIDED AND AS REQUIRED TO MEET SPECIFIED WIND LOAD. HURRICANE SUPPORT BRACKET 12" = V-0" MECHANICAL ROOF PLAN 1/4" = 1'-0" O PROVIDE 1"X1/8" STEEL STRAP AT ALL CORNERS & NOT TO EXCEED 4'-0" O/C EACH ANCHORED W/ 4 #12 BY 3" LONG GALV. SCREWS TO ROOF CURB & W/ 4 #12 BY 1" LONG SCREWS TO RTU. THROUGH BOLT RTU TO CURB WITH 3/8" / BOLTS, ONE AT EACH CORNER. 8" THYBAR CURB: NRCA APPROVED, 16 MIN. GAUGE, SQUARE WITHIN 1/8" ON DIAGONAL MEASUREMENT, WITH A MINIMUM OF 8" ABOVE TOP OF ROOF AND NOA DOCUMENTATION, WHEN IN DOUBT PROVIDE 18" OR GREATER CURB. �y1�M STRUCTURAL STEEL JOIST ROOF CURB DETAIL N.T.S. GASKET AND SILICONE SEALING PRESSURE -TREATED WOOD NAILER STRIP COUNTER FLASHING STRIP 1" RIGID INSULATION 3" CANT STRIP ROOFING MEMBRANE SIPS ROOF PROVIDE 4X4X1/4" ANGLES WELDED BETWEEN BAR JOIST FOR THROUGH BOLTING ROOF CURB. USE 3/8" GALV. STEEL BOLTS SPACED 1 BOLT AT EACH CORNER AND 1 BOLT AT MID POINT OR 2 FT O.C. MAX. Daze; 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects IF, Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 IC N Claaaaaa c N UJ W o T � U O O � � J M ~ W U) z O� z W i O o Q W � = 0Q o� cc z � o J06 WC) T >_ (L O �- — z W > N = U = W U) fr o C) 1F1F11 'on 1 F I B .� 9 'gip V No.2463�j O3 �3/�zv/6 Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 MECHANICAL ROOF PLAN L' 6 5 0 V 2 1 6 5 4 3 2 1 OT In Ln N rri to O N 0 rn 1-1 rf1 ICI 1W C 0 U f0 Cr f0 tT 0 r, (, 0 Cr CA Y 1OI B a I w I au on _c C7 co �o J 6L s s Q. a� N 00 CA to i a� 0 a ILo 0 N i E MA s -o N c t O i x 0 a O 0 c v Y L_ a) to NEOPRENE PAD 01 O -1/O-1 ELECTRICAL DISCONNECT SYS 7: SLURPEE CONNECTION - 1/2" INLET AND 3/8" OUTLET SYS 8: SLURPEE CONNECTION - 1/2" INLET AND 3/8" OUTLET FLEXPACK AT CONNECTION SIDE 3/4" = 1'-0" ALL WORK AND PROVISIONS FOR LOW VOLTAGE WIRING SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR UNLESS CODES OR LABOR SITUATIONS DO NOT PERMIT. ALL OTHER WORK AND PROVISIONS, NOT CONSIDERED LOW VOLTAGE, SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. 10'-7 1/2" AIR FLOW AIR FLOW AIR FLOW AIR FLOW CST U.L.. FLEXPACK AND REMOTE RELAY WIRING: 24 VOLT FIELD PROVIDED TO INTERNAL WIRING FROM R8 FLEXPACK SLURPEE WIRING SLURPEE MACHINE #2 24 VOLT FIELD PROVIDED TO INTERNAL WIRING FROM R7 FLEXPACK SLURPEE WIRING SLURPEE MACHINE #1 230 VOLT TO INTERNAL NOT USED R6 FLEXPACK WIRING NOT USED 230 VOLT TO INTERNAL NOT USED R5 FLEXPACK WIRING NOT USED 230 VOLT FIELD PROVIDED TO INTERNAL WIRING FROM R4 FLEXPACK ICE MAKER WIRING ICE-O-MATIC ICE MAKER FUSED DISCONNECT FIELD PROVIDED WIRING TO DISCONNECT POWER SUPPLY 208-230 V / 60 HZ / 3 PH TO INTERNAL FLEXPACK WIRING LINE CONNECTION LOCATION: SYS 1 IS WIC COOLER CONNECTION - (3) ADT130 SYS 2 IS 2 DOOR ZERO ZONE VAULT FREEZER - (1) BTL046B SYS 3 IS 2 DOOR ZERO ZONE ICE MERCHANDISER - (1) BTL046B SYS 4 IS 1006 HR ICE MAKER SYS 5 IS NOT USED SYS 6 IS NOT USED SYS 7 IS SLURPEE MACHINE SYS 8 IS SLURPEE MACHINE BOOT QUANITY REQUIRED: C-481 - 4 EACH (REFRIGERANT LINES AND ELECTRICAL LINES) ELECTRICAL WIRING TO FLEXPACK: FLEXPACK POWER: (3)#6, 1#10G, 208-240V, 30 ICE MAKER: (2)#12, (1)#12G, 208-240V, 10 SLURPEE MACHINES: (2)#12, (1)#12G EACH, 240V, 10 WIC, ICE MERC, LOW TEMP: 1 PAIR 24V WIRING EACH BEACON ELECTRI( EXPANSI( VALVE (TYP.) FACTORN INSTALLE TP% ETI 17V11 Al+V COOLANT CONNECTIONS 1/2" LIQUID LINE 4 EA ELECTRICAL • .00 KNOCKOUT PLUGS OO o FE NE OF SYS4 SYS 5O• SYS5 ECTRICAL SYS o60SCONNECT SYS6O �SYS6 LIQUID LINE LOCATIONS SYS 1 SYS 2 SYS 3 'SUCTION LINE , SUCTION LATED WITH 3/4" LINE ARMAFLEX OR SYS 1 SYS 2 SYS 3 LOCATIONS kLo 0 0 PIPING DIAGRAM FOR THE R404A MEDIUM TEMPERATURE COOLER REFRIGERATION SYSTEM PIPE SIZE SELECTION ARE BASED ON 25 FT LINE RUN. REFER TO REFRIGERATION INSTALLATION MANUAL FOR LONGER LINE RUNS. 12 DOOR VAULT COOLER N.T.S. PRENE FLEXPACK PLAN VIEW 3/4" = V-0" SYS 1: VAULT COOLER CONNECTION - 7/8" LIQUID AND 1/2" SUCTION SYS 2: VAULT FREEZER CONNECTION - 7/8" LIQUID AND 3/8" SUCTION SYS 3: VAULT ICE MERCHANDISER CONNECTION - 7/8" LIQUID AND 3/8" SUCTION SYS 4: 1006 HR ICE MAKER CONNECTION - 1/2" LIQUID AND 3/8" SUCTION SYS 5: NOT USED SYS 6: NOT USED REF 2/M1.2 FOR SYS 7 AND SYS 8 LOCATIONS ENLARGED DETAIL N.T.S. 4" x 6" BLOCKING TPC-4 1450 LBS REFRIGERATION MAX LINE LENGTH WALK -IN COOLER <100' LOW TEMP FREEZER <100' ICE MERCHANDISER <100' SLURPEE <50' (100' LINE SET AVAILABLE, IF NEEDED) POST MIX ICE <40' (75' LINE SET AVAILABLE, IF NEEDED) SANDWICH CASE (OPTION 1) <45' (<15' VERT) (PREFERRED OPTION) SANDWICH CASE (OPTION 2) <65' (<15' VERT) W/ P-TRAP FOR MORE INFORMATION CONTACT ANTHONY HARRIS @ HEATCRAFT/BOHN 817-233-6691 Anthony.Harris@Heatcraftrpd.com I SYSTEM 1 I SYSTEM 2 COOLER 2 DOOR ZERO (3)ADT130 ZONE FREEZER 5/8" SUCTION (1) BTL046B 3/8" LIQUID 5/8" SUCTION 3/8" LIQUID FLEX PACK UNIT/ MODEL NUMBERS FLEXPACK MODEL # TPC-4 1450 LBS I SYSTEM 3 I SYSTEM 4 2 DOOR ZERO ICE MAKER ZONE ICE MERCH. ICE 1006 HR (1) BTL046B 1/2" SUCTION QUICK CONNECT 5/8" SUCTION 3/8" LIQUID QUICK CONNECT 318" LIQUID DISCONNECT I I I SYSTEM 5 SYSTEM 6 SYSTEM 7 I SYSTEM 8 NOT USED NOT USED SLURPEE MACHINE SLURPEE MACHINE 5/8" SUCTION 5/8" SUCTION 3/8" LIQUID 3/8" LIQUID i � a 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W . BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible far construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIEL TUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 ■ RJ N C� C CD N Q UJ W p T 't OZ5 fU) a� O O M M �- o M M ~ C)- LL z O oC LL z w � O o Q W � = C)Q M C LU oz$ cc z � C) J LL1 -*- M >" c O z W a- I� > N = a. U W C/) CU O o) I:-W /z , •ci 'I a. • *.24636J 6- G] -o3 431 hulk Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 FLEXPACK DETAILS U I -- 6 1 5 4 1 3 12 1 6 5 MECHANICAL SPECIFICATIONS 2 I 1 0 %D N f'f'1 t0 O N O fn I fn K C 0 U f6 ra v Q f71 0 n fr 0 Cr I B�o a I Iu I ai to c_ t7 co M C7 CJ J LL tri i L a L Q ai N 00 0 / all .1 0 L a" 1 0 N E f0 �A u'► c L O x O .0 Iz 0 0 c fli Y L ai / U 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 MATERIAL AND 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. 2.6.2 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. rev 04/10/13 Date; 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.COM TEL: 479.633.816E Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 D c� N c N V W W o 06 U) CY) OO M M 0- M Q CV) ~ U)� � w Z aC Z w � O o Q C > � � z � O J T O - W W M a z a- >- N = U W cn T_ CDU C)) r M 03/3117oi& Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 MECHANICAL SPECIFICATIONS 1 6 .. 5 REFRIGERATION SPECIFICATIONS M 3 2 1 FIC rn 0 is N in to t--I O N O in m E 6 O Y M Cr fa aJ C�1 rn 0 n rn 0 Cr tA 1°1 a I LU �I a, to c l7 co M C7 J ILL L CL aJ N 00 0 W / U U 0 L a ko 0 N E �A a c s O X O CL O L / N Y / L LA 1. SCOPE 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 PURCHASE THE EQUIPMENT AND ARRANGE TO HAVE THAT EQUIPMENT DELIVERED TO THE STORE SITE. THE MECHANICAL CONTRACTOR SHALL HAVE THE UPRIGHT REFRIGERATED CABINETS UNCRATED, SET IN PLACE, LEGS INSTALLED, UPRIGHT REFRIGERATED CABINETS LEVELED, PLACE THE CONDENSING UNITS, MAKE CONNECTIONS FOR THE REFRIGERATION LINES AND ELECTRICAL LINES (WHERE ALLOWED BY LOCAL CODE) BETWEEN THE UPRIGHT REFRIGERATED CABINETS AND CONDENSING UNITS, FURNISH AND INSTALL THE CONDENSATE DRAIN LINES AND START UP THE UNITS PER THE INSTALLATION INSTRUCTIONS PACKAGED WITH THE EQUIPMENT. POWER WIRING FROM THE ELECTRICAL PANEL TO THE UPRIGHT REFRIGERATED CABINETS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR'S ELECTRICAL SUB -CONTRACTOR. 2. CODE REQUIREMENTS 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 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 UNFORESEEN 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 GUARANTEE THAT THE UNIT HAS BEEN INSTALLED PROPERLY. 3.3 MECHANICAL CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION TO THE EQUIPMENT MANUFACTURER'S DISTRIBUTOR, AND TO THE OWNER IF DEFECTS ARE ENCOUNTERED WITH THE EQUIPMENT. 3.3.1 MODEL NUMBER OF THE UNIT. 3.3.2 SERIAL NUMBER OF THE UNIT. 3.3.3 DATE OF INSTALLATION 3.3.4 DETAILED ACCOUNT OF THE PROBLEM, DIAGNOSIS, AND REPAIR WORK REQUIRED. 3.3.5 PARTS REQUIRING REPLACEMENT. 3.3.6 STORE NUMBER AND ADDRESS. 3.4 MECHANICAL CONTRACTOR SHALL FURNISH TO THE OWNER'S REPRESENTATIVE ALL CERTIFICATES OF FINAL INSPECTION AND APPROVAL FROM INSPECTION AUTHORITIES HAVING JURISDICTION. 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 DIVISION LEVEL. THESE SPECIFICATIONS ARE TO AID IN PREPARATION OF NATIONAL STANDARD CONTRACT DOCUMENTS. *I : 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'S REPRESENTATIVE, 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 ACCORDANCE WITH 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 (R404a MEDIUM TEMP / 404a LOW TEMP) 5.2.1 HEATCRAFT/BOHN FLEXPACK UNIT CONTAINING (1) MEDIUM TEMP COMPRESSOR FOR VAULT COOLER, (1) LOW TEMP COMPRESSOR FOR VAULT ICE STORAGE, AND (1) LOW TEMP COMPRESSOR FOR VAULT FREEZER STORAGE. 6. INSTALLATION REQUIREMENTS 6.1 REFRIGERANT PIPING 6.1.1 ALL SUCTION LINE PIPING SHALL BE SEALED REFRIGERANT GRADE, TYPE L, HARD DRAWN. THE LIQUID LINE PIPING SHALL BE SEALED REFRIGERANT GRADE, TYPE C, HARD DRAWN ON ALL MAIN RUNS. THE SHORT SECTION OF TUBING BETWEEN THE MAIN LIQUID LINE AND EXPANSION VALVE SHALL BE SOFT DRAWN REFRIGERANT TUBING. 6.1.2 ALL HORIZONTAL TUBING RUNS SHALL BE SLOPED TOWARD THE COMPRESSOR, AND/OR "P" TRAP 1 INCH PER 20 FEET. ALL VERTICALLY RUN SUCTION LINES SHALL BE P-TRAPPED AT THE BASE OF EACH SUCTION RISER OF 4 FEET OR MORE TO ENHANCE OIL RETURN TO THE COMPRESSOR, AND SHALL BE P-TRAPPED FOR EACH 20 FEET SECTION OF RISER. 6.1.3 ONLY SILVER BASE SOLDER (15% SILVER) SHALL BE USED FOR THIS INSTALLATION. 6.1.4 REFRIGERANT PIPING IN THE WALK-IN SHALL BE STRAPPED TO ASSURE PIPING SUPPORT. THIS STRAPPING SHALL BE COPPER. IF NON -COPPER STRAPPING IS USED, IT SHALL BE LINED WITH AN INSULATING MATERIAL TO PREVENT BI-METALLIC ELECTROLYSIS. REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR RECOMMENDED PIPE SUPPORT SPACING. 6.2 REFRIGERANT LEAK TESTING 6.2.1 AFTER ALL REFRIGERANT TUBING IS CONNECTED, THE ENTIRE SYSTEM, INCLUDING THE CONDENSING UNIT, SHALL BE PRESSURIZED TO 150 PSIG WITH A MIXTURE OF APPROPRIATE REFRIGERANT AND DRY NITROGEN. ALL CONNECTIONS, BOTH FLARED AND SOLDERED, SHALL BE THOROUGHLY CHECKED WITH AN ELECTRONIC OR HALIDE LEAK DETECTOR. ALL LEAKING SOLDER CONNECTIONS SHALL BE DISASSEMBLED, CLEANED AND RE -SOLDERED. 6.3 EVACUATION 6.3.1 THE COMPLETE SYSTEM SHALL BE EVACUATED WITH A VACUUM PUMP. THE REFRIGERATION COMPRESSOR SHALL NOT BE USED TO EVACUATE THE SYSTEM. 6.3.2 THE COMPLETE SYSTEM, TO INCLUDE THE CONDENSING UNIT, SHALL BE EVACUATED A 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 REFRIGERANT. 6.4 SUCTION LINE INSULATION 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 EQUIVALENT. ALL JOINTS SHALL BE PROPERLY SEALED WITH APPROVAL BY INSULATION MANUFACTURER'S ADHESIVE OR SEALANT. 6.5 CONDENSATE DRAIN LINES 6.5.1 CONDENSATE DRAIN LINE MATERIAL SHALL BE 1" O.D. HARD DRAWN COPPER TUBING. 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 ARE A PART OF THE BEACON MICRO -PROCESSOR SYSTEM AND ARE FACTORY MOUNTED. THE MECHANICAL CONTRACTOR SHALL PROGRAM THE BEACON II BOARDS AS FOLLOWS: 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 ZERO ZONE COOLER: +380 F ZERO ZONE ICE: +200 F ZERO ZONE FREEZER: 0° 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, T O AND O 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. INSTALLATION 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" SHALL REFER TO 7-ELEVEN. OWNER 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 START UP 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 THAT THE UNIT HAS BEEN INSTALLED PROPERLY. 3.2 MECHANICAL CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION TO THE EQUIPMENT MANUFACTURER'S DISTRIBUTOR, AND TO THE OWNER IF DEFECTS ARE ENCOUNTERED WITH THE EQUIPMENT. 3.2.1 MODEL NUMBER OF THE UNIT 3.2.2 SERIAL NUMBER OF THE UNIT 3.2.3 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 4.1.1 THE EQUIPMENT FROM VARIOUS MANUFACTURERS IS CONFIGURED SIMILARLY WITH MINOR DIFFERENCES DUE TO INDIVIDUAL MANUFACTURER'S DESIGNS. INSTALLATION INSTRUCTIONS ARE BASICALLY SIMILAR FOR EACH MANUFACTURER'S EQUIPMENT. 4.2 RETAIL REFRIGERATION EQUIPMENT 4.2.1 INSTALLATION INSTRUCTIONS PARTS REQUIRED: 1. R404A REFRIGERANT: 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. UNPACK CONDENSER: 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 HEATCRAFT FLEXPACK UNIT. PRECHARGED REFRIGERANT LINE SET FURNISHED BY THE ICE MAKER MANUFACTURER.) 4.2.3 SANDWICH CASE (PIPED TO THE REMOTE CONDENSER. PRECHARGED REFRIGERANT LINE SET FURNISHED BY THE MECHANICAL CONTRACTOR.) 4.2.4 SLURPEE (PIPED TO THE HEATCRAFT FLEXPACK UNIT. PRECHARGED REFRIGERANT LINE SET FURNISHED BY THE SLURPEE 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 A 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 05/17/13 oaLe 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER 1. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 E N c N W W z LO 0 a) O O a. M M �- � Q M CO FeesLL � z 0 LL z W � O o Q W a = () Q CC J W Tee"�' M be.z O w CL I� > N = U W C) CU O o) 0111111 F 1 1/ZT'''' B ,Z . 1 F I C''•.. • qV • V 63 �' STAT i o Q.•� • "''J�I11111►��`'" 03/311zw Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENTTO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 REFRIGERATION SPECIFICATIONS 3 2 1 I In 7i L11 0 N rn rr) E 0 C IE v E t v �I c-I I d LU I v ao c C7 oZS C7 C1 J U— vi A L Q (1 N 00 0 f�o Ln U v I 0 L 0 � I 0 N U 6 5 4 PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER MODEL CW HW WASTE VENT DESCRIPTION CADET FIXTURE AND HARDWARE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. 12" ROUGH -IN, AMERICAN 3483.001 (BOWL) COLOR: WHITE AMERICAN STANDARD CADET OPEN FRONT SEAT, NO COVER. 17" RIM HEIGHT, FOR WC WATER CLOSET STANDARD 4142.100 (TANK)(L) 1/2 --- 4" 2" HANDICAPPED. PRESSURE ASSISTED 1.1 GPF. MOUNT CONTROLS ON ACCESSIBLE SIDE OF TOILET. 4142.801 (TANK)(R) CONTRACTOR TO COORDINATE WITH FIXTURE SUPPLIER FOR LEFT/RIGHT HAND FLUSH LEVER TO COMPLY WITH ADA REQUIREMENTS. FAUCET PACKAGE PROVIDED BY OWNER. FIXTURE AND OTHER HARDWARE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. WALL -MOUNT WITH ZURN Z1231 CONCEALED ARM CARRIER, 4" CENTERS BRENHAM WITH CHROME T&S MODEL EC-3103-TMV (EF-1 #479, ASSE 1070 COMPLIANT) MOTION ACTIVATED LAV LAVATORY KOHLER K-1997-4 1/2" 1/2" 1 1/4" 1 1/4" FAUCET,B-0199-03-N05 AERATOR (0.5 GPM). FAUCET INCLUDES AC/DC CONTROL MODULE W/ INTEGRAL FLOW CONTROL SETTING, TEMPERATURE CONTROL MIXING VALVE SET TO 105°F W/ INTEGRAL CHECK VALVES, 18" STAINLESS STEEL FLEXIBLE HOSES. INSTALL KOHLER BRENHAM SHROUD K-1998.REF ARCHITECTURAL DRAWINGS FOR ROUGH -IN ELEVATIONS. MS MOP SINK FIAT MSB-2424 1/2" 1/2" 3" 1 1/2" FIXTURE AND HARDWARE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. NO. 830AA FAUCET WITH INTEGRAL VACUUM BREAKER, NO.832-AAHOSE AND BRACKET, NO.1453BB FLOOR STRAINER AND NO. 899-CC MOP HANGER FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. ADA S1 HAND SINK --- --- 1/2" 1/2" 1 1/2" 1 1/2" COMPLIANT, STAINLESS STEEL FIXTURE, BRASS FAUCET & P-TRAP. PROVIDED WITH STOP VALVES, FLEXIBLE SUPPLY RISERS, TRUBRO LAV GUARD 2 PROTECTIVE PIPE COVERS ON EXPOSED HOT WATER AND DRAIN LINES AND TEMPERATURE -ACTUATING MIXING VALVE & SET TO 105' F. FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. ADA S2 HAND SINK SELECT STAINLESS PL-SHS-1 1/2" 1/2" 1 1/2" 1 1/2" COMPLIANT, CUSTOM WALL MOUNT 10" FRONT TO BACK X 14"W X 6"D HAND SINK (PRODUCTION LINE. PROVIDED WITH BRASS FAUCET SUPPLIER PART #B-1146 & P-TRAP, INSTALL TRUEBRO LAV GUARD 2 PROTECTIVE PIPE COVERS ON EXPOSED HOT WATER AND DRAIN LINES, STOP VALVES AND TEMPERATURE -ACTUATING MIXING VALVE & SET TO 105' F. 3-COMPARTMENT SINK SELECT STAINLESS 1/2" FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. PROVIDED S3 SS-3B1219-2D18 1/2" 3" 2" WITH T&S BRASS FAUCET MPY-8WCN-08-CR (EF-1 #600), P-TRAP AND STOP VALVES. FIXTURE AND HARDWARE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. BOX TYPE, CAST FPWH FREEZE -PROOF WALL JOSAM 71000 3/4" __ ___ ___ BRONZE, INTEGRAL VACUUM BREAKER-BACKFLOW PREVENTER, "T" HANDLE, POLISHED FACE, HINGED HYDRANT LOCKING COVER, BRONZE WALL CASTING, RENEWABLE SEAT, BRONZE OPERATING PARTS, 1" N.P.T. INLET, AND 3/4" H.P.T. OUTLET. FIXTURE AND HARDWARE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. BRASS THREADED HB HOSE BIBB MUELLER 108-054HN 3/4" --- --- --- SILLCOCK WITH FLANGE AND QUARTER -TURN OPERATION, 3/4" N.P.T. INLET, AND 3/4" H.P.T. OUTLET. PROVIDED WITH 25 FOOT HOSE AND SPRAY GUN. MOUNT 24" AFF. SPECIALTY PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER MODEL DESCRIPTION NOTES WHA WATER HAMMER SIOUX CHIEF 652-A CONFORM TO PDI WH-201, ASSE 1010; TEMP TO 250°F, A ARRESTOR MAX 350 PSIG WORKING PRESSURE +/- 3°F UP TO 120°F, WITH BUILT-IN CHECK VALVES, BRASS BODY, TMV TEMPERATURE WATTS LFUSG-B-M1 MIXING VALVE AND COPPER THERMOSTAT. TRAP PRIMER SIOUX CHIEF 695 BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS INTEGRAL VACUUM BREAKER, AND GASKETED ACCESS COVER. RPZ REDUCED PRESSURE WATTS LF909QTS LEAD FREE BRONZE BODY, WITH SHUT-OFF VALVES, BACKFLOW PREVENTER Y STRAINER, AND TEST COCKS. FD FLOOR DRAIN SIOUX CHIEF 832-36PNQ - 3" LIGHT DUTY DRAIN WITH 7" 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 WITH 3" DRAIN AND 1 1/2" VENT. FCO FLOOR CLEANOUT SIOUX CHIEF 851 PVC BODY, ROUND HEAVY-DUTY CAST IRON TOP, POLYPROPYLENE OR B ABS PLUG, ADJUSTABLE TO FINISH SURFACE YCO YARD CLEANOUT SIOUX CHIEF 834 DURA-COATED CAST IRON, DOUBLE -FLANGED HOUSING, AND HEAVY-DUTY B SIOUX CHIEF SCORIATED DUCTILE IRON COVER. WCO WALL CLEANOUT 873 THREADED, COUNTERSUNK BRONZE CLEANOUT PLUG. PROVIDE DRILLED TAP FOR CENTER SCREW AND STAINLESS STEEL COVER. NOTES: A. SIZE PER MANUFACTURER'S RECOMMENDATION. B. CLEANOUT SHALL BE SAME SIZE AS PIPE BEING SERVED. C. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON PLANS. PLUMBING SANITARY PLAN 1/4" = 1'-0" FC 3 2 I� ROUTE VENT j 2" TIGHT TO EXTERIOR WALL WCO SANITARY RISER 2 --- N.T.S. WCO - - /P1.0 AND FOR INUATION 4" SEWER, REF. CIVIL FOR CONTINUATION PLUMBING SYMBOLS SS SANITARY SEWER GW GREASE WASTE — - — - — - — DOMESTIC COLD WATER ------- DOMESTIC HOT WATER --- DOMESTIC HOT WATER RETURN — —FW— — FILTERED WATER G NATURAL GAS CD CONDENSATE DRAIN — — — — PLUMBING VENT UNION C ELBOW - TURNED DOWN 0— ELBOW - TURNED UP .. TEE - TURNED DOWN TEE - TURNED UP BALL VALVE SHUT-OFF VALVE IN VERTICAL LINE BACKFLOW PREVENTER ❑O- FD FLOOR DRAIN ® FS FLOOR SINK —O FCO FLOOR CLEANOUT ----0 YCO YARD CLEANOUT FPWH FREEZE PROOF WALL HYDRANT ---�- HB HOSE BIBB �I WCO WALL CLEANOUT GAS PRESSURE REGULATOR GAS COCK 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 BACKFLOW PREVENTER AS SHOWN OR REQUIRED BY AHJ. 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" PER FOOT FALL FOR ALL PIPE SMALLER THAN 3" DIAMETER AND 1/8" PER 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" COPPER TUBING CONNECTION TO ALL FLOOR DRAINS AS SHOWN 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 10'-0" MINIMUM FROM EQUIPMENT WITH OUTSIDE AIR INTAKE. 11. INSTALL WATER PIPE ON INSIDE OF EXTERIOR WALL INSULATION TO PREVENT FREEZING. 12. WHEN DEEP FROST LOCATIONS ARE ENCOUNTERED, ROUTE SANITARY LINES UNDER BUILDING AS MUCH AS POSSIBLE. 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. 14. PROVIDE AND INSTALL WATTS 8A VACUUM BREAKER ON ANY THREADED EXTERIOR OR INTERIOR FAUCETS. 15. ALL WATER SHUT-OFF VALVES SHALL BE "BALL LOCK" TYPE. PROVIDE SHUT-OFF VALVES AT EACH TERMINATION POINT OF ASSOCIATED EQUIPMENT. 16. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR PERMITTING. E C me 0 A KVUC11�1, AKRHINZOAZO WWW.BATESARCHITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 I CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT I 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 C� N c N p (D LLI W Z) a� z LO °6 rn O °CL M Q M >- L O LL. � Cn z z LU J O o Q > 0 z -1 U J-r-- O - W W o f z I` N = � U _ (.D W (o I..f� O U 0') 60 _, S OF X_ �•O R 1 (03 61A1110 Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 DRAIN PIPING PLAN RISER AND SCHEDULES 6 5 4 3 2 1 N 0 7i flo rn ID 1, 0 N O M fn O U M Cr M a, 0) 0 r- M 0 Cr LA Y T� l01 1J I a Lu �I ai bn co C7 Ua LL L L s Q1 N 00 0 i LA t aJ 0 L a 0 0 N i M LA can c s O X 0 a 0 0 c ]C i I^ ai LA 1" WATER SUPPLY I I I I o iv SHELF TO SUPPORT WEIGHT OF 650 LBS 3/4" TO FILTER - WATER SUPPLY FINISH FLOOR XC XC XC XC 1 I 1 I I I I MOP I SINK , I1 1" TO METER 0 ti WATER HEATER RE: 2/P2.0 DRIP PAN SEE 1/P2.0 FOR FILTER & PUMP PLUMBING DETAILS LEAD FREE RPZ BACKFLOW PREVENTER SHUT-OFF VALVE PLUMBING CONNECTION DETAIL N.T.S. 3/4" FW DN WALL TO COFFEE BREWERS AND BELOW SLAB TO CAPPUCCINO MACHINE WHA, WITH SHUT-OFF VALVES TYP 1/2" FW DN TO ICE MAKER WITH SHUT-OFF VALVE 3/4" FW DN TO POST MIX WITH �) SHUT-OFF VALVE AND BACKFLOW \�\ i PREVENTER, REF 1/P2.0 1/2" FW DN TO TEA BREWER WITH SHUT-OFF VALVE AND BACKFLOW PREVENTER, REF 1/P2.0 3/4" \ \ 3/4" FW DN TO SLURPEE 1/2" MACHINES WITH SHUT- OFF VALVES AND BACKFLOW PREVENTERS, J \ FPWH i I \\\\ / REF 1/P2.0 S1 < \ I I I \ \ \\\\ \� 1/2" FW TO COFFEE BREWER I I I I\\\ \\\\ \ \ WITH SHUT-OFF VALVE /J I I \\\\\ \\``Y 1/2 \ \N, l 3/4" ool1/2" FW UP THRU SLAB TO 1/2" FW BELOW SLAB//i \ \\ \\\\\ CAPPUCCINO MACHINE WITH SHUT-OFF VALVE /�'�/' />/�/�/� / of / /Ile -1 / / oe / � //.1e //i / LAV ` //// i//oe i/ WC 1/2" / i / 'loll / e 3/4" < \ \ \ \ \ \ 1 �1/ \ \ \ \ 1*1 \�` 1/2" \� \ I > > 101, I 1/2" I I .� I 11" DN Y �/ TO WATER FILTRATION I i J VV HB I �/ I I I SYSTEM, REF 1/P2.0 x I SiV S2 `` i I WH \� I WC �y ,I S3 �{ 1 I I 3/4" TO WATER MS � FILTRATION FPWH SYSTEM, REF 4/P1.1 T LEAD FREE RPZ J BACKFLOW PREVENTER C ' 1" DOMESTIC WATER SERVICE WATER RISER 2 N.T.S. GRAY MASTIC SEALANT N a -- SERVICE PIPE PIPE INSULATION FINISH FLOOR a .° n PIPE SLEEVE DETAIL N.T.S. CW DN TO S2 FPWH WATER PIPING PLAN 1 /4" = V-0" PVC PIPE SLEEVE, 2 PIPE SIZES LARGER THAN SERVICE PIPE WATER HEATER SCHEDULE MARK MANUFACTURER MODEL TANK SIZE KW V/PH NOTES WH RHEEM ELDS52 47 9 208/3 A-C GENERAL INFORMATION (ALL UNITS): 1. 120 DEG. F OUTLET TEMPERATURE. NOTES: A. PROVIDE AMTROL (OR EQUAL) EXPANSION TANK AND DRAIN PAN SIZED PER MANUFACTURER'S RECOMMENDATIONS. B. MOUNT WATER HEATER ON SUPPORT PLATFORM, REF. 2/P2.0. C. WIRED FOR SIMULTANEOUS OPERATION. 3/4" FW DN WALL UNDER 3/4" FW DN TO POST MIX 1/2" FW DN TO TEA BREWER SLAB TO COFFEE BREWER WITH SHUT OFF VALVE WITH SHUP OFF VALVE 1/2" DN TO LAV CAPPUCCINIO MACHINE WITH SHUT OFF VALVES 2'-0" AFG ER WITH SHUT OFF VALVE FPWH � MAC DN TO WITI-ILSHUPE 1/2" FW WITH SHUT OFF VALVE TO CAPPUCCINO MACHINE TO WATER FILTRATION SYSTEM REF. 1/P2.0 FPWH 2'-0" AFG I ` WH MOUNT ABOVE SINK ON _ _ _ _ _ _ _ ;:SUPPORT PLATFORM. REF. ARCH. SHEETS 1"0 I FOR PLATFORM � 1 aT DETAILS � i 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 Ic C� N c N ileelee T o 06 U) rn O M M O � M � M ~ � Q (U O U_ _/ z Z Lu _1 < CL C > z J 0 Jr }' O — W W cf z n- I� >- N = U W C)U 0) A�one t�-\IF/C •.• B ` a 9��• • �/ No2463 CNAL ��/►111111111 Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 WATER PIPING PLAN AND RISER u u 2 f1 6 5 4 I 3 I 2 I 1 E C T_1" 7'-r^ �n'_7" B4O Ud-Lt!k 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 WWW BATESARCHITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 1 Di c� N c N ❑ W T W ❑ 06 (U) rn OCr z M M O M �- ❑ U) >- � M LL cn z J z W J O z Q W � _ () Q oC0 C Lu > 06 z -J c) r >" O — W W M f— z CL >- N = (L U = W c) � o U 0') l.] 03 (3(IZ014 Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 PLUMBING SLAB PENETRATION PLAN `W, l 5 I 4 3 2 Ln lD O N M M �I C. L aU E t v ,I l0 I a w �I 06 v tin c C7 is (D @J LL tri =A a t a v N 10 0 N U v a LD 0 N PLUMBING 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. 1.4.4 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. 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. 2.2 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. 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. 2.4 FLASHING: SHEET LEAD. 4 POUNDS PER SQUARE FOOT, MINIMUM. rev 02/01 /13 CONTI MODU TI LAVSHROUD N.T.S. 2.5 INSULATION: 2.5.1 DOMESTIC COLD WATER (WITHIN BUILDING): COPPER PIPE: NOT USED. PEX TUBING: NO INSULATION REQUIRED. EXCEPTION: FOR NON -RECIRCULATING HOT WATER SYSTEM, PROVIDE 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANTJACKET 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: NO INSULATION REQUIRED. 2.5.2 DOMESTIC HOT WATER: COPPER PIPE: NOT USED. 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. 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. HEAT TRAP - DOWN TO MID POINT OF HEATER TANK, TYP. OF 2. SET DISCHARGE TEMPERATURE TO 120 DEG. F SHELF TO SUPPORT WEIGHT OF 650 LBS. I r 1 0 LO I I I I I 1 I I I I I 1 I I I 1 1 I I 1 I 1 WATER I 1 1 1 1 1 HEATER I I I WATER H EAT E R N.T.S. FINISH FLOOR S3 CO FS 3-COMPARTMENT SINK WITH FLOOR SIN N.T.S. HW SUPPLY TO SYSTEM RE: PLAN. BALL VALVE, TYP. CW SUPPLY TO WATER HEATER. RE: PLAN SECONDARY BY-PASS TO BE - INSTALLED ONLY WHEN BOOSTER PUMP IS INSTALLED OPTIONAL BOOSTER PUMP, - REF NOTE #8 BELOW ASSE 1013 COMPLIANT CASH ACME RP500 LEAD FREE RPZ BACKFLOW PREVENTER, DO NOT MOUNT HIGHER THAN 5'4" 3/4" SUPPLY 3/4" Y-STRAINER ROUTE DISCHARGE TO AN APPROVED RECEPTOR 3/4" FLEXIBLE TUBING 10 FT REQUIRED 3/4" BALL VALVE SET SURGE TANK ON SHELF 3/4" BY-PASS NOTE: CORD FROM BOOSTER PUMP TO PLUG. COARSE FILTER DRAIN 3-COMP SINK INDIRECTLY TO FLOOR SINK WITH AIR GAP 1.5X DIAMETER OF DRAIN PIPE 3/4" PLUG XC2I IXCzI IXCzI IXC2 o Z co TAG POST MIX TAG ICE MAKER 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 TUBING 3/4" REINFORCED PLASTIC LINE TO SLURPEE ABOVE CEILING. PROVIDE WILKINS 740 BACKFLOW PREVENTER CONFORMING TO ASSE 1022. TAG SLURPEE 3/4" REINFORCED PLASTIC LINE TO POST MIX ABOVE CEILING. PROVIDE WILKINS 740 BACKFLOW PREVENTER CONFORMING TO ASSE 1022. U aie; 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 ■ I� C 1/2" LINE TO ICE MAKER ABOVE CEILING. PROVIDE WILKINS 740 BACKFLOW PREVENTER CONFORMING TO ASSE 1022 -REGULATOR @ ICE MAKER TO < 60 PSI - TAG COFFEE ** 3/4" LINE TO COFFEE BREWER(S), TEA BREWER, AND CAPPUCCINO MACHINE:. PROVIDE WILKINS 740 BACKFLOW PREVENTER CONFORMING TO ASSE 1022. SHUT OFF VALVE (TYP.) 3/4" LINE SPLITS INTO 1/2" LINES WITH SHUT OFF VALVES AT EACH COFFEE BREWER, TEA BREWER, AND CAPPUCCINO MACHINE. EVERPURE FILTER SYSTEM MODEL EXPANSION TANK. RE: WATER HEATER SCHEDULE. FLEXIBLE CONNECTOR TYP 1. WATER SUPPLY MUST BE 3/4" INCH. 2. WATER SHUT-OFF VALVE SHALL BE "BALL LOCK" TYPE. POSITIVE ON -OFF. 3. DRAIN MUST BE PROVIDED TO PERMIT FLUSHING OF NEW FILTERS. T & P RELIEF 4. WATER FOR ICE MAKERS, COFFEE MAKERS, AND CAPPUCCINO MACHINES SHALL BE ROUTED THROUGH THE SS -IMF UNITS. 5. WATER FOR FSD AND FCB EQUIPMENT SHOULD NOT BE ROUTED THROUGH THE SS -IMF UNITS (WILL REDUCE CARBONATION). 6. XC2(CARBON) FILTERS MUST BE REPLACED IN SETS. GALVANIZED SHEET METAL DRAIN PAN 4" DEEP 7. COARSE FILTER AND SS -IMF UNITS MAY BE CHANGED INDIVIDUALLY. 8. MINIMUM SUPPLY WATER PRESSURE TO THE FILTER SYSTEM IS 40 PSI. BELOW 40 PSI REQUIRES A PRESSURE BOOSTER PUMP. IF REQUIRED, CONTRACTOR TO PROVIDE SHURFLO WATER BOOSTER MODEL 24VDC WB PUMP, K NEMA 5-15US (PART # 94-189-000) WITH 1/2" MALE CONNECTIONS. ALSO HONEYWELL PRESSURE REDUCING VALVE MODEL DSO5C1030 (SET AT 55 PSI) INSTALLED AFTER TEE TO SURGE TANK AND BEFORE FIRST TEE TO BEVERAGE EQUIPMENT. PIPE FULL SIZE WITH AIR GAP EVERPU RE WATER PURIFICATION SYSTEM 1 N.T.S. N C� G N 0 V ui W p 06 U) M O O CM M - o M CO LL z O � Li_ z I- W (J) J O J Q W LU � = U z Q o0 W = z O Cn v J W o cn I- W z w Q I` N = 101- U W Cn U O `\\%111111111//7/�/ B�IFIC,9� . VA nl0%A':, ?mTSTATE Wff lz;z sloe Va. sees 03 �31 �ZrJi (� Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBIUTY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 PLUMBING DETAILS & SPECIFICATIONS u 6 5 4 3 2 1 T 5 4 3 2 1 0 N Ln N rn W 0 N 0 rn M E C O y r6 Cr f6 7 /�a1 V 0) 0 M 0 Cr �I al w �I ar to Lo cc 0 J LL s L t Q N 00 r-I tA 0 / U v R 0 L_ a to 0 ('4 E =A c s O i x O 0 / c a) Y / to ai EA 11 GE TYPE "SC3D1" CAT. NO. 1-E RS 1-0-C3-D 1-7-50- COLOR' 95 WATTS 8500 LUMENS MOUNTED AT 20' AFG COORDINATE LOW VOLTAGE FOR MONUMENT SIGN & PRICE CHANGER WITH SIGN CONTRACTOR G.C. TO FIELD VERIFY EXACT LOCATION OF MONUMENT/PYLON SIGN SITE POWER PLAN N.T.S (CANOPY SIGNAGE) L-28 L-31 (SITE LIGHTS) (2) #10, (1) #10G. IN 1 "C. (2) #10, (1) #10G. IN 1"C. AIR - VAC (CANOPY LIGHTS) L-32 (2) #10, (1) #10G. IN 1 "C. (CANOPY LIGHTS) L-34 (2) #10, (1) #10G. IN 1 "C. --------------------- —------------ L-31 (SITE LIGHTS) (2) #10, (1) #10G. IN 1"C. G1JVA31n09 JIV9 _... ............. ; NOTES: 1. CONTRACTOR SHALL VERIFY ALL CLASSIFIED AREAS PRIOR TO COMMENCEMENT OF WORK. INSTALLATION SHALL COMPLY WITH NEC (500, 501, 514). 2. ALL CONDUITS SHALL BE BURRIED A MINIMUM OF TWENTY FOUR INCH BELOW FINSIHED GRADE TO TOP OF CONDUIT. 3. PROVIDE MINIMUM OF ONE INCH SPACING BETWEEN ALL POWER CONDUITS AND MINIMUM OF 6 INCH SPACING BETWEEN POWER AND DATA CONDUITS. 4. ELECTRICAL CONTRACTOR TO COORDINATE ALL REQUIREMENTS WITH FUEL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CONDUITS, SEAL -OFFS, TROUGHPS, AND RACEWAYS FROM THE ELECTRICAL ROOM OR PANEL AREA TO THE EXTERIOR OF THE BUILDING, BUT NOT TO EXCEED 10 FEET FROM THE EXTERIOR BUILDING EDGE. ALL OTHER EQUIPMENT, WIRE, LABOR FOR THE COMPLETION OF THE FUEL SYSTEM TO BE PROVIDED BY THE FUELING CONTRACTOR. 5. ALL ITEMS ASSOCIATED WITH THE FUELING CANOPY ARE PART OF A SEPERATE PERMIT AND SHOWN FOR INFORMATIONAL PURPOSES ONLY. REFER TO FUELING SHEETS FOR FUELING CANOPY SPECIFICATIONS. E C r Know what's below. Is Call before you dig. A THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Ah 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 claaaaaa N c N UJ UJ T W o od U M CO O O 0 co Q M ~ L O LL U) Z oC Z W O o Q W � _ (� Q oC OZ _ 06 oC J T >-O—W W� � zccZ W if) Cc C)U 0') 6 �. STA CNAL Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 SITE POWER PLAN Ls 6 5 In 3 2 1 U 5 1 711 e-i N In N rn l0 O N 0 in m I CONDUIT PENETRATION SEALED WITH SILICONE SEALANT CONDUIT AND WIRING TO NEXT JUNCTION BOX ON SAME SYSTEM CONDUIT AT CEILING PENETRATION FILLED WITH SEALANT CONDUIT AND WIRING TO PANEL FURNISHED BY OWNER, INSTALLED BY G.C. COOLER/FREEZER BOX CEILING CEILING MOUNTED WP JUNCTION BOX WITH THREADED HUBS AND GASKETED COVERPLATE PROVIDE CEILING MOUNTED MANUAL TWO -POLE SWITCH IN WEATHERPROOF ENCLOSURE. �— LIQUID TIGHT FLEX CONDUIT TO KNOCKOUT ON UNIT. FINAL -- - -- ---- - CONNECTION TO COIL BY GC NOTE: DO NOT LOCATE WP JUNCTION BOX DIRECTLY IN FRONT OF DISCHARGE FAN, OFFSET TO SIDE. EVAPORATOR COIL WIRING N.T.S. ATM WIRING 4 N.T.S. NOTE 8 C S-4 CEILING NOTE 9 S-6 DESK REFER TO ARCH INTERIOR OFFICE ELEVATIONS FOR EXACT DIMENSIONS MGR'S OFFICE WIRING N.T.S. INSTALL LIGHTIN, OVERRIDE SWITC PROVIDED BY EM; REF EMS1. S-10 NOTE 5 TYPICAL WORKSTATION ELEVATION. MAY NEED MODIFICATION PER ACTUAL CONDITIONS. WORKSTATION WIRING L-22 +154" ¢ CC 0 0 LU it W�w X ~ LU z TO WIRE WAY m IW 0 ¶ > o IIIIII� P It NEW PANEL MDP CT O METER CABINET DD W GENERATOR DOCKING STATION I WIRE WAY ofli — — — — — — — — — — — j— — - �Lu cc cc J cc cc I to rn Z Z Z oco U) o 0 O P -� RR MC CABLE al CEILING - w PI I LL >I m U NEW WIRE WAY PNL F I IR I I IR IR I LIGHTING oofl� CONTACTOR L0 WIRE WAY ------I----I-- a f2 f2 2 a a in cca FLOOR W > 8" 8' Ca } �In � Q a= W w O U Z 0 y 0 U c O PANELBOARD ELEVATION N.T.S. IVCIVI/1-JR A-4 W P/GFCI 2 POWER PLAN 3 � 2 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. ISOLATED GROUND (IG) 20 AMP CIRCUIT, FLUSH MOUNT QUAD PLATE WITH ORANGE RECEPTACLES. 2A. ISOLATED GROUND (IG) 20 AMP DUPLEX CIRCUIT FOR ATM. 3. AMPACITY OF ALL CONDUCTOR SIZES SHOWN ON PLANS IS BASED ON 750C RATED TERMINATIONS AND CONDUCTOR INSULATION. CONTRACTOR SHALL FIELD VERIFY EQUIPMENT TEMPERATURE RATINGS OF ALL TERMINATIONS AND ADJUST CONDUCTOR SIZES PER NEC 110.14(C) 4. ALL WIRING IS COPPER. REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER INFORMATION. 5. WORK STATION RECEPTACLE FOR TASK LIGHTING AND TRAINING COMPUTER. 6. 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. 7. ALL WALL MOUNTED RECEPTACLES SHALL BE 18" A.F.F ON CENTER. UNLESS NOTED OTHERWISE. 8. QUAD RECEPTACLE FOR SECURITY EQUIPMENT. RECEPTACLE RECEIVES THE FOLLOWING EQUIPMENT PLUGS: A. VCR B. MULTIPLEX CONNECTION FOR CAMERAS C. INTERCOM TO RECORD AUDIO AT SALES COUNTER D. ALARM RECEIVER. UTILITY METER NEW 600A GENERATOR nnnvikin CTATIMI j i W GFCI 1.2 1.1 1 9. ISOLATED GROUND (IG) 20 AMP CIRCUIT FOR STORE COMPUTER, FLUSH MOUNT FACE PLATE FOR QUAD RECEPTACLE. 10. FURNISH AND INSTALL CORD AND CAP FOR ALL EQUIPMENT CONNECTED TO NEMA L-14R RECEPTACLE. 11. G.C. TO COORDINATE POWER REQUIREMENTS FOR EXTERIOR SIGNAGE. 12. 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 2011 NEC (210.4(D)) 13. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUITS ORIGINATE. REF 2011 NEC (210.4) 14. 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 2011 NEC (300.7 (A)) 15. 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. 16. ALL RECEPTACLES IN FOOD SERVICE AREA SHALL BE 5" A.F.F. TO BOTTOM, UNLESS NOTED OTHERWISE. SYMBOL LEGEND 4F TELEPHONE/ (1 SPECIAL RECEPTACLE DATA OUTLET Y (SEE NEMA CONFIG) OJ JUNCTION BOX Eh FUSED DISCONNECT (n1 125 V RECEPTACLE, Eh NON -FUSED DISCONNECT V DUPLEX 125 V RECEPTACLE, WALL SWITCH CEILING MOUNT DUPLEX PANEL BOARD 125 V RECEPTACLE, SIMPLEX WEATHERPROOF SPEAKER 125 V RECEPTACLE, cE53 FUEL E-STOP DOUBLE DUPLEX (NOTE: NOT ALL SYMBOLS ARE USED) KEYNOTES - POWER 1 EXHAUST FAN. SWITCH FAN WITH RESTROOM LIGHTS, TYP. 2 DEVICES SHALL BE NEMA 5-20 UNLESS NOTED OTHERWISE. TYP OF 120V-20A CIRCUITS. 3 EXTERIOR SIGNAGE J-BOX. COORDINATE FINAL LOCATION WITH SIGNAGE CONTRACTOR AND CONSTRUCTION MANAGER. RUN EXTERIOR BUILDING SIGNS THROUGH PHOTOCELL DRIVEN CONTACTOR. PROVIDE PAD -LOCKABLE BREAKER FOR MAINTENANCE. 4 ENERGY MANAGEMENT ENCLOSURE PROVIDED BY OTHERS, PROVIDE 120V DEDICATED CIRCUIT ONLY. 5 RECEPTACLE FOR ATM SIGN. VERIFY LOCATION WITH CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF WORK. 6 WINDOW RECEPTACLES, MOUNT FLUSH IN CEILING, TYP. PER NEC 7 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. 8 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. 9 REFER TO EVAPORATOR COIL WIRING DETAIL, RE: 5/E1.0, TYP. 10 VEEDER ROOT: COORDINATE INSTALLATION WITH FUELING PLANS. INSTALL IN ACCESSIBLE LOCATION. MOUNT AT 48" A.F.F. TO BOTTOM. 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 HEAT TRACE 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 �BRANDSTAND PRODUCTS "CUBIE" ITEM #BPECA-P. MOUNTED TO TOP OF LEAN BAR PER MANUFACTURER'S SPECIFICATIONS. PLUG IN TO DUPLEX FLOOR OUTLET BELOW. Date; 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 F IJ Clie— N c N UJ W T d' 06 � rn cc zLO 0 M M O � M �- Q M le-eaw � � � z w O o Q a. m < C > � CC z Ov J T >" O — w W « a. lie—z I� >' N :CCL U W W O U � �'011111111111111 �::• s o.2463� �0 -'1111H111111". 0313r1z';'11 Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENTTO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 ELECTRICAL FLOOR PLAN N.T.S. ,M C 2 � 1 RT N Ln N fY1 �o O N O fn rn M C 0 U to a� rn O r- M O Cr to Y �I I a LU �I a� to Lo DO @1 LL s a L O. 41 N M 00 O l0 rl U a 'o a O N i E MA c s 0 i X O -0 a 0 0 i c a ]L i L 0j MDP Location: EXTERIOR WALL Supply From: SERVICE Mounting: SURFACE Enclosure: NEMA-3R NEW PANELBOARD 600 A M.C.B. 3 PH 4 WIRES 120/208V 65,000 AIC GROUND BAR SERVICE ENTRANCE RATED CKT Circuit Description Wire Trip Poles A B C Poles Trip Wire Circuit Description CKT 1 3 PANEL A 4/0 225 A 3 20.00 16.65 :. f „ 21.01 15.35 € ,��, �, M �, ....: 3 225 A 4/0 PANEL B 2 -' - -- 4 5 -- -- -- - %22.26 2.27 15.81 - -- - -- 6 7 PANEL L 3 100 A 3 9.01 3 100 A 3 PANELS 8 9 -- -- -- -- 6.33 2.44 ,. f.: ,.. , , . , - -- - -- 10 11 -- -- -- - .. , ,. 15.14 2.11 - -- -- -- 12 13 SPACE -- -- -- 0.00 0.00 - - - SPACE 14 15 SPACE - - - y 0.00 0.00 , '' - -- -- SPACE 16 17 SPACE -- - - ' 0.00 0.00 - - - SPACE 18 TOTAL: TOTAL LOAD: PER NEC ARTICLE 220 FEEDER LOAD: 47.93 kVA 45.12 kVA 55.32 kVA lower case indicates existing * INDICATES EXISTING TO EXTEND (L) INDICATES LOCKING DEVICE 403.06 A 376.03 A 464.61 A 148.45 kVA 412.07 A 142.52 kVA 395.60 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals HVAC 24.84 kVA 100.00% 24.84 kVA KITCHEN 38.82 kVA 80.61% 31.29 kVA Total Conn. Load: 148.45 kVA LIGHTS 10.50 kVA 125.00% 13.12 kVA Total Est. Demand: 142.52 kVA MISC 23.36 kVA 100.00% 23.36 kVA Total Conn. Current: 412 A RECEPT. 12.06 kVA 91.46% 11.03 kVA Total Est. Demand... 396 A REFRIG. 34.46 kVA 100.00% 34.46 kVA W/H 0.00 kVA 0.00% 0.00 kVA Motor 2.88 kVA 100.00% 2.88 kVA A Location: ELECTRICAL 108 NEW PANELBOARD 225 A M.L.O. Supply From: MDP 3 PH 4 WIRES 120/208V Mounting: SURFACE SERIES RATED GROUND BAR CKT Circuit Description Wire Trip I Poles A B C Poles I Trip Wire Circuit Description CKT 1 (+,L) HEAT TRACE 12 20 A 1 0.08 0.54 .. 1 20 A 12 SANDEN HOT DISPLAY 2 3 PASTRY CASE 12 20 A 1 0.36 0.90 1 20 A 12 SERVICE RECEPT 4 5 NOVELTY CASE 12 20 A 1 0.50 0.72 1 20 A 12 (G) BULK CREAMER 6 7 RESTROOM RECEPT. 12 20 A 1 0.72 1.50 • 1 20 A 12 (G) CAPPUCCINO 8 9 SALES AREA RECEPT 12 20 A 1 0.18 1.28 2 20 A 12 HOT DOG ROLLER 10 11 CHILI/CHEESE DISPENSER 12 20 A 1 = 0.96 1.28 - - -- -- 12 13 BUN WARMER 12 20 A 2 0.10 0.10 2 20 A 12 BUN WARMER 14 15 -- - -- -- 0.10 0.10 - - -- -- 16 17 SINK RECEPT 12 120 A 1 1 w 0.18ro 1.49 2 20 A 12 CUSTOMER MICROWAVE 18 19 HOT DOG ROLLER 12 20 A 2 1.28 1.49 = - - -- - 20 21 - -- -- -- 1.28 1.44 V r 2 20 A 12 SLURPEE 3B 22 23 FAST FOOD MICROWAVE 12 20 A 2 : ` `, ,a, 1.49 1.44 - - -- - 24 25 -- - - - 1.49 2.85 2.85 2.85 4, n 2 -- 40 A -- 8 - COFFEE - 26 28 27 COFFEE 8 40 A 2 ` 29 -- - - -- 2.85 4.80 3 50 A 6 RTU-1 30 31 CONDIMENT COUNTER 12 20 A 1 0.18 4.80 - -- - -- 32 33 SPARE -- 20 A 1 0.00 4.80 ' 0.00 , " -- -- - - 34 35 SPARE - 20 A 1 s 1.68 1 20 A ICED TEA BREWER 36 37 FLEXPACK 6 50 A 3 4.87 0.00 , ,',}:; 1 20 A - SPARE 38 39 -- - - - 4.87 0.00a - ' 1 20 A - SPARE 40 - -- - :' ' 4.87 0.00 1 20 A - SPARE 42 TOTAL TOTAL LOAD: PER NEC ARTICLE 220 FEEDER LOAD: 20.00 kVA 21.01 kVA 22.26 kVA 166.67 A 176.38 A 186.79 A 63.27 kVA 175.62 A 59.46 kVA 165.04 A B Location: ELECTRICAL 108 Supply From: MDP Mounting: SURFACE NEW PANELBOARD 225 A M.L.O. 3 PH 4 WIRES 120/208V SERIES RATED GROUND BAR CKT Circuit Description Wire Trip I Poles II B C Poles Trip Wire Circuit Description CKT 1 EXTERIOR ICE MERCH 12 20 A 1 0.18 0.36 41 1 20 A 12 TOBACCO COOLER 2 3 FSD POP OUTLET 12 20 A 1 0 18 0.40 1 20 A 12 (G) UNDERCNTR FRIDGE 4 5 FCB POP OUTLET 12 20 A 1 0.36 0.90 1 20 A 12 FSD POP OUTLET 6 7 (G) UNDERCNTR FREEZER 12 20 A 1 0.64 0.48 k 1 20 A 12 ICED COFFEE 8 9 DOOR BUZZER 12 20 A 1„,. 0.72 1.26 1 20 A 12 FREEZER 10 11 (L) WIC DOOR HEATERS 12 20 A 1 �.u. 1.54 1.50 1 20 A 12 HAND DRYER (L) 12 13 WISCO HOT HOLD 12 20 A 1 0.82 1.44 2 20 A 12 FREEZER EVAPORATOR 14 15 HAND DRYER (L) 12 20 A 1 1.50 1.44 OR -- -- - - 16 17 SANDWICH CASE 12 20 A 1 x 0.93 2.40 2 30 A 10 TURBO CHEF OVEN 18 19 W.I.C. EVAPORATOR 12 20 A 2 0.63 2.40 -- -- - - 20 21 - - -- - 0.63 1.72 2 30 A 10 SANDWICH CASE CU 22 23 SLURPEE 3B 12 20 A 2 �, ,. 1.44 1.72 -- -- -- - 24 25 -- -- - 1.44 1.44 - h: 2 30 A 10 ICE MAKER 26 27 PANINI PRESS 12 20 A 1 0.18 1.44 28 29 WISCO HOT HOLD 12 20 A 1 Y 0.82 0.00 3 50 A 6 WATER HEATER 30 31 FREEZER 12 20 A 1 0.94 0.00 , „ - - - -- 32 33 SPARE -- 20 A 1 0.00 0.00 -- - -- -- 34 35 SPARE -- 20 A 1 0.00 0.72 1 20 A 12 LEAN BAR 36 37 RTU-2 8 40 A 3 3.48 2.40 2 30 A 10 TURBO CHEF OVEN 38 39 - - -- - 3.48 2.40 -- -- -- - 40 41 -- - -- - 16.65 kVA 15.35 kVA 3.48 0.00 1 20 A - SPARE 42 TOTAL: TOTAL LOAD: PER NEC ARTICLE 220 FEEDER LOAD: 15.81 kVA 139.35 A 127.88 A 132.39 A 47.81 kVA 132.71 A 47.07 kVA 130.64 A L Location: ELECTRICAL 108 Supply From: MDP Mounting: SURFACE NEW PANELBOARD 100 A M.L.O. 3 PH 4 WIRES 120/208V SERIES RATED GROUND BAR CKT Circuit Description Wire Trip Poles A B C Poles I Trip Wire Circuit Description CKT 1 BNB SYRUP 12 20 A 1 0.18 0.36 1 20 A 12 LIGHTING CONTACTOR 2 3 B B. O H LIGHTS O 12 2 A 0 1 � 0.46 0 30 �- " "' 1 20 A 12 ATM SIGN 4 5 SPARE - 20 A 1 0.00 0.00 1 20 A -- SPARE 6 7 WALL CLOCK 12 20 A 1 0.18 0.00 1 20 A -- SPARE 8 9 I C G MER H REC EPT CEPT 12 20 A 1 0.36 0.23 1 20 A 12 BST PUMP/ALARM 10 11 SPARE - 20 A 1 0.00 0.00 1 20 A -- SPARE 12 13 (L) COOLER LIGHTS 12 20 A 1 0.04 0.72 - 0.54 0.50 1 20 A 12 WINDOW RECEPTS 14 15 (L) COOLER DOOR LIGHTS 12 20 A 1 1 20 A 12 LOTTO SIGN 16 17 SPARE -- 20 A 1 " 0.00 1 0.00 1 20 A -- SPARE 18 19 (B) SALES AREA LIGHTS 12 20 A 1 0.88 0.66 1 20 A 12 (L) EXTERIOR LIGHTS 20 21 (B) SALES AREA LIGHTS 12 20 A 1 F 1.29 0.60 '; 1 20 A 12 (L) EXTERIOR SIGN 22 23 SPACE -- -- . ,........ . , :, 0.00 0.00 - -- - SPACE 24 25 SPACE -- -- -- 0.00 0.00 s -- -- -- SPACE 26 27 (L) EXTERIOR SIGN 12 20 A 1 a t 0.60 0.60 4a �� 1 20 A 10 (L) CANOPY SIGNAGE 28 29 SPACE - -- r�4 0.00 0.00 - -- -- SPACE 30 31 (L) SITE LIGHTS 10 20 A 1 1.38 0.16 °' 0.10 0.16 ac 1 20 A 10 (L) CANOPY LIGHTS 32 33 ESTOP 12 20 A 1_ 1 20 A 10 (L) CANOPY LIGHTS 34 35 SPACE - - -n f 0.00 12.26 2 100... 3 PANEL F 36 37 (L) MONUMENT SIGN 10 20 A 1 0.60 3.87 38 39 (L) PRICE CHANGER 10 20 A 1 0.60 0.00 -- -- -- SHUNT TRIP 40 41 SPACE -- -- a)s 0.00 2.88 1 30 A 6 (L) AIR VAC 42 TOTAL: TOTAL LOAD: PER NEC ARTICLE 220 FEEDER LOAD: 9.03 kVA 6.34 kVA 15.14 kVA 78.67 A 52.81 A 129.58 A 30.55 kVA 84.81 A 33.18 kVA 1 92.09 A I UTILITY COMPANY TRANSFORMER 1 120/208V, 30, 4W /- (N) 2 SETS OF 3"C. W/ (4)#350KCMIL C.T. AND CABINET BY G.C. PER UTILITY COMPANY SPECIFICATION (N) 2 SETS OF 3"C W/ (4) #350KCMIL, (1) #1G CU NEMA-313 (N) O�- - METER BY G.C. PER UTILITY COMPANY SPECIFICATION NEMA-3R TRYSTAR (N) GENERATOR DOCKING NEW PANEL "MDP" (N) 2 SETS OF 3"C. W/ (4)#350KCMIL, (1) #1G CU STATION 600A, 120/208V, 30, 4W GDS-600-3-W- 600A/3 NEMA-313, 65,000AIC LM-A-K1 NEMA-313 r-- - - - - - - - - - - - - - - - - - - (N) (L) (N) (L) (L) INDICATES KIRK KEY INTERLOCK 600A l 600A BREAKER FOR MANUAL TRANSFER 3P J 3P OF ELECTRICAL SERVICE. 65K AIC 65K AIC #2/0 CU CONNECT GROUND WIRE TO I (N) 225A (N) 1225A (N) 100A (N) 100A ALL AVAILABLE ELECTRODES 0J 3P 0 3P o/ 3P o/ 3P PER NEC ARTICLE 250 65K AIC 65K AIC 65K AIC 65K AIC N.E.C. 250.52 (A) (7) N.E.C. 250.52 (A) (4) - - - - - - - - - - - - - - - __J N.E.C. 250.52 (A) (1) N.E.C. 250.52 (A) (2)DO C7 N.E.C. 250.52 (A) (5) DO N.E.C. 250.52 (A) (3) C7 v 00 v T O O O O U U - T O T O Tj a \ T > O N En N r N r - Z J Z _J Z J Z N (N) I I (N) I I (N) I I (N) PANEL A PANEL B PANEL S PANEL L 120/208V 225A MLO 120/208V,30I 1120/208V,301 1120/208V 225A 100A 100A MLO MLO MLO ONE -LINE DIAGRAM N.T.S. S Location: ELECTRICAL 108 Supply From: MDP Mounting: SURFACE NEW PANELBOARD 100 A M.L.O. 3 PH 4 WIRES 120/208V SERIES RATED GROUND BAR ISOLATED GROUND BAR CKT Circuit Description Wire Trip Poles A B C Poles Trip Wire Circuit Description CKT 1 VERIPHONE 12 20 A 1 0.04 0.18 yT ` §" . , u 1 20 A 12 ATM 2 3 REDBOX KIOSK 12 20 A 1 1.54 L�a0.21 0.36. %J 1 20 A 12 MANAGER'S DESK QUAD 4 5 (L) VEEDER ROOT 12 20 A 1 0.36 1 20 A 12 MANAGER'S DESK QUAD 6 7 TIDEL SENTINEL 12 20 A 1 0.18 0.36 `, 1 20 A 12 WORKSTATION QUAD 8 9 SPARE -- 20 A 1 M 0.00 . °x 0.36... Via.`: \0.18 1 20 A 12 WORKSTATION QUAD 10 11 CASH REGISTER 12 20 A 1 0.23 1 20 A 12 WORKSTATION RECEPT 12 13 SALES COUNTER LOTTO 12 20 A 1 0.35 0.18 fi 3 30 A -- SPD 14 15 SPARE - - 20 A 1 K 0.00 0.18 y r<._ -- -- -- - 16 17 CASH REGISTER 12 20 A 1 �, 0.80 0.00 „ Y 5 0.23 y ; ' 0.18 - 1 -- 20 A -- -- -- SPARE 18 20 19 EBT 12 20 A 1 21 SPARE - 20 A 1 x, ,,. 0.00 0.00 1 20 A -- SPARE 22 23 EMS PANEL 12 20 A 1 N 0.18 0.18 1 20 A 12 EDH/BURG. SUPP. 24 25 MONEY ORDER 12 20 A 1 0.18 0.00y ' 1 20 A -- SPARE 26 27 SPARE - - 20 A 1 0.00 0.00 �.,: -- -- - SPACE 28 29 INTERCOM 12 20 A 1 „ y „ , m 0.18 0.18 1 20 A TELEPHONE BOARD 30 TOTAL: TOTAL LOAD: PER NEC ARTICLE 220 FEEDER LOAD: 2.27 kVA 2.44 kVA 2.11 kVA 19.12 A 20.54 A 17.58 A 6.82 kVA 18.93 A 6.82 kVA 18.93 A F Location: ELECTRICAL 108 Supply From: L Mounting: SURFACE NEW PANELBOARD 100 A M.L.O. 1 PH 3 WIRES 120/208V SERIES RATED GROUND BAR ISOLATED GROUND BAR CKT Circuit Description Wire Trip Poles A B Poles Trip Wire Circuit Description CKT 1 DISPENSER #1 12 20 A 1 1.08 1.08 s a 1 20 A 12 DISPENSER #2 2 3 SWITCHED NEUTRAL -- -- - `" 0.00 0.00 -- -- -- SWITCHED NEUTRAL 4 5 DISPENSER #3 20 A 1 1.08 1.08 1 20 A 12 DISPENSER #4 6 7 SWITCHED NEUTRAL -- -- -- 0.00 0.00 -- -- -- SWITCHED NEUTRAL 8 9 DISPENSER #5 12 20 A 1 1.08 1.08 a 1 20 A 12 DISPENSER #6 10 11 SWITCHED NEUTRAL -- -- -- h - qFh 0.00 0.00 - -- -- SWITCHED NEUTRAL 12 13 DISPENSER #7 12 20 A 1 1.08 1.08 1 20 A 12 DISPENSER #7 14 15 SWITCHED NEUTRAL -- -- -- ,- '" 0.00 0.00 - -- -- SWITCHED NEUTRAL 16 17 RUL STP 12 20 A 2 1 21 1.21 2 20 A 12 PUL STP 18 19 - -- -- - >:' 1.21 1.21 -- -- -- -- 20 21 D-BOX CONTROLLER 12 20 A 1 0.11 1.09 _ " 2 20 A 12 DSL STP 22 23 SPACE 25 SPACE -- - -- 0.00 0.00 -- -- -- SPACE 26 27 LOW VOLTAGE DISC 12 20 A 1 _ 0.36 0.00 -- -- - SPACE 28 29 SPACE -- - - 0.00 0.00 ;; -- -- - SPACE 30 PER NEC ARTICLE 220 FEEDER TOTAL: TOTAL LOAD: LOAD: 12.26 kVA 3.87 kVA (L) INDICATES LOCKING DEVICE 107.09 A 37.21 A 16.13 kVA 77.53 A 16.13 kVA 77.53 A IN ACCORDANCE WITH NEC 240.86(C), SUM OF MOTOR FULL -LOAD CURRENTS WITHIN EACH PANELBOARD DOES NOT EXCEED 1% OF THE LOWEST INTERRUPTING RATING OF THE BRANCH CIRCUIT'S BREAKERS WITHIN EACH PANELBOARD. BREAKERS RATED 10K AIC - 10,000 x .01 = 100A BREAKERS RATED 22K AIC - 22,000 x .01 = 220A ELECTRICAL CONTRACTOR TO AFFIX A PERMANENT LABEL AT SERVICE ENTRANCE IN ACCORDANCE WITH NEC SECTION 110-22 (C), MARKING SHALL READ :"CAUTION - SERIES COMBINATION SYSTEM RATED 65,000 AMPS, IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." ALL CIRCUIT BREAKERS IN PANELBOARDS "A", "B", "L", "S" SHALL BE SERIES RATED FOR THE AVAILABLE SHORT CIRCUIT CURRENT - 65,000 AMPS MINIMUM. DISTRIBUTION BREAKERS SHALL PROTECT ALL DOWNSTREAM PANELBOARD BREAKERS. SQUARE D - SERIES RATING - 65,000 AIC MAIN BREAKERS SUB PANEL BREAKERS BREAKER TYPE BREAKER TYPE 1 _POLE 2-POLE 3-POLE 2-POLE 3-POLE HG QO(B) 15-150A 1 OK AIC 15-70A 15-125A 15-100A JG QO(B)VH > O 150-250A 22K AIC N/A N/A 35-150A 10KOABC 15-70A 15-125A 15-30A QG > 70-225A O QO(B)VH LO 22K AIC N/A 150A 35-150A (N) 3/4"C. W/ (3)#12 (N) 1-1/4" C. W/ (3)#3, (1)#8G, (1)#81G L=5' %V D = 0.1 SEALS EMERGENCY GASOLINE SHUT-OFF SWITCH, WIRE TO PANEL (F) SHUNT TRIP IN PANEL (L) (N) PANEL F 120/208V,1 100A MLO ONE -LINE NOTES 1. CLEARLY LABEL MAIN ELECTRICAL SERVICE DISCONNECT(S) PER NEC. 2. PROVIDE ARC FLASH LABELING AS REQUIRED PER NEC 110.16 3. AMPACITY OF ALL CONDUCTOR SIZES SHOWN IS BASED ON 750C RATED 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) 4. ALL NEW OVERCURRENT DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE SERIES RATING TABLE OF IDENTIFIED COMPONENTS. 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 SERVICE ENTRANCE. COORDINATE EXACT REQUIREMENTS WITH POWER UTILITY PRIOR TO COMMENCEMENT OF WORK. 7. ELECTRICAL GC TO COORDINATE ALL FUEL REQUIREMENTS WITH 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 THE BUILDING, BUT NOT TO EXCEED 10 FEET FROM THE EXTERIOR BUILDING EDGE. ALL OTHER EQUIPMENT, WIRE, LABOR FOR THE COMPLETION OF THE FUEL SYSTEM TO BE PROVIDED BY THE FUELING GC. SYMBOL LEGEND (N) INDICATES NEW (E) INDICATES EXISTING (*) INDICATES EXISTING TO EXTEND (L) INDICATES LOCKING DEVICE (B) INDICATES BLOCKING DEVICE (G) INDICATES GFCI BREAKER (+) INDICATES 30mA TRIP GFCI BREAKER 0 o BREAKER FUSE SWITCH CURRENT TRANSFORMER (CT) NOTE: NOT ALL SYMBOLS ARE USED IRA 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects IF, Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE M 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIEL TUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 W c� N c N Q �J W d.06 U) rn Z MCV) Cy) ~ w O LL � Z oC J Z W� O z Q W Cr _ (, Q Cr C W 06 oC Z v J o= O w w W c,7 a F- z Q W cn O U � �J•V�G` 9%�• No.2463 '' ,CNA 4;3 (3! %z-1(0 Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 PANEL SCHEDULES AND ONE -LINE DIAGRAM 6 5 4 3 2 1 6 r _11L L 5 3 2 1 ti 00 N Ln N rn 10 14 O N O cn ftn E C 0 U M C• f0 C1 C1 O I". C1 O Cr to Y %I Be-i a I UJJ L LI N ba C_ Cz M J LL s L s N co tA / a 0 L a 0 N I_ M =A 64 C Jr O X 0 ,Z 0 L C Q� 14 L N to 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 1" 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. I I 1 1 2 SLAB PENETRATION PLAN KEYNOTES -SLAB 1 DIMENSIONS TAKEN FROM GRIDLINES. A.1 u a tekI 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects IF, Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 D C� N c N W w 06 U) CY) z LO G) ~ L OLL Cn z Cr z w � O o Q W � _ (� Q cc C > 0 z -J O J T O — w W M � F— z �¢ IN 0 = W c) o CU 0) /M 03 (3r/ato Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLYTO THE DOCUMENTTO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 ELECTRICAL SLAB PENETRATION PLAN ME 6 1 ti 6 5 4 3 2 11 rn N In N en 60 O N O r►1 rn IN C C a Cr M O M O Cr fA Y WI B I a LU LI a� on c_ U co m @1 J LL t L t CL GJ N 00 a-4 O tD / a� 0 a O N E �A Ln c L O X O a 0 0 / Y 1-1 to L N I I I I 2 1.2 HVAC/R POWER PLAN 1 1 /4" = V-0" KEYNOTES - POWER HVAC/R 1 SERVICE RECEPTACLE, WEATHERPROOF GFCI ON ROOF. 2 FLEXPACK UNIT ON ROOF. 3 SANDWICH CASE CONDENSING UNIT ON ROOF. Date; 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIEL TUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 I .J IV IM W 0 r LO z M Q O CM L.L z w i W Cr J _ UJ06}. J W T cQ a N N C� C N CCU W G ~ VJ _ M • Q CM M z 0 OC LL O o J Q U z Q � z J � O U O w r z Q CU C W � o U a) IF / C''•.. V No.24636 JI 0 .... Z? 7T Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 ELECTRICAL HVAC/R PLAN At C 5 in N 2 1 3 2 G a in nn III N rn 10 0 N 0 fn cn IN, M 0 U M Cr f0 7 N Q O1 O fJl C3 Cr LA 19 1.01 al LL1 `I fv c 0 co m 0 J LL vi L L s fl. a� N CIO 0 �o / a 'o a 0 r-I 0 N �A c s O X 0 a 0 0 / c Y / in U DATA DESIGNATION LINE CONDUIT SIZE FROM TO D-1 COMPUTER AT IN SLAB 1" 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 @ WORKSTATION AREA D-4 MONEY ORDER IN SLAB 1" 10" X 10" J-BOX @ WORKSTATION AREA D-5 ATG THROUGH CONDUIT 1" ISP DESK - ATG MONITOR (ELECTRIC ROOM) TO ELECTRIC ROOM FUEL TANKS D-6 LOTTO THROUGH 1" 10" X 10" J-BOX @ SALES AREA CONDUIT IN SLAB WORKSTATION AREA D-7 ATM THROUGH 1" 10" X 10" J-BOX @ VCOM WALL OVERHEAD CONDUIT WORKSTATION AREA ROUTE PA RACEWAY 1 BOTTOM CHO JOIST. PAI MATCH SURROUI CONDI ES TRAVEL FROM DEMARC THROUGH 3" CONDUIT TO 10" X 10" J-BOX IN CEILING, DOWN 'O 10" X 10" J-BOX BEHIND RIS DESK. ,a, ,o ^ r� (3) CAT. 5E CABLES, (1) TO EACH SECURITY CAMERA AND (1) TO VIEW MONITOR AND (3) CAT. 6 CABLES, (1) TO EACH ANTENNA LOCATION. #12 TO EXIT SIGN OVE ENTRY DOOR. LEGRAND 400 RIES RACEWAY. INT TO MATCH RROUNDING ►NDITIONS. WALL SECTION 5N.r.s. (1) 1 "C TO ATM (1) 1"C TO ATG (FUELING ONLY) (1) 1 "C TO MANAGER'S OFFICE (1) 1 "C TO ACCESS POINT- WALK IN COOLER (1) 1 "C TO ACCESS POINT -SALES FLOOR 3" CONDUIT TO J-BOX BELOW INSTALL LIGHTING OVERRIDE SWITCH PROVIDED BY EMS. REF EMS1.0 10"x10" J-BOX IN SPACE ABOVE WORKSTATION (1) 3"C TO TELEPHONE BOARD (1) 3"C TO 10"x10" J-BOX ABOVE SALES COUNTER. STUB OUT (2) 2"C INTO SALES COUNTER II II D-1,D-2 &+ D-8 (IF USED) I lool I. AP-6.1 AP-6.2 AP-6.3 D-4 D-6 D-7 10"x10" J-BOX FOR II II DATA &PHONE LINES U—� TYPICAL WORKSTATION ELEVATION. MAY NEED MODIFICATION PER ACTUAL CONDITIONS. WORKSTATION WIRING CEILING NOTE 7 NOTE 11 ROUTER _ VEEDER ROOT - T-49/50 T-30 T-39 D-5 (FUELING ONLY) o D?r ;t in CV PHONES DESIGNATION LINE CONDUIT SIZE FROM TO T-49/50 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 WORKSTATION WORKSTATION CONDUIT ABOVE CLG TO RIS 10" X 10" T-75 V-COM LINE THROUGH 1" TELEPHONE BOARD ATM LOCATION CONDUIT T-68/72 SECURITY LINE/ 1" TELEPHONE BOARD TO TELEPHONE BOARD POLICE/ FIRE LOCATED RIS 10" X 10", TO MGR'S OUTLET AT TELEPHONE BOARD OFFICE & REG #1 NOTE: ALL PHONE LINES TRAVEL FROM DEMARC THROUGH 3" CONDUIT TO 10" X 10" J-BOX MOUNTED ABOVE ISP. (1) 1"C TO WORKSTATION (1) 1"C TO VIDEO CAMERAS (1) 1 "C TO TELEPHONE BOARD (1) 2"C TO SALES COUNTER DATA ATM WIRING 4 N.T.S. 1 LVVV VVL I AUrz f'LAN 1/4" = 1'-0" NOTE 3 T-49/50 T-39 (FA; CEILING ESK REFER TO ARCH INTERIOR OFFICE ELEVATIONS FOR EXACT DIMENSIONS MGR'S OFFICE WIRING N.T.S. 1.2 KEYNOTES - LOW VOLTAGE LOW VOLTAGE NOTES • 1 ENERGY MANAGEMENT ENCLOSURE PROVIDED BY OTHERS. 2 VIEW MONITOR: ROUTE CONDUIT BACK TO VIDEO RECORDING 1. RJ11 FLUSH MOUNT FACE PLATE FOR ATM DATALINE TO RIS EQUIPMENT LOCATED IN THE MANAGER'S OFFICE. COMPUTER WITH JACK TO BE LABELED'ATM'. DATALINE IDENTIFIER. D-7 COORDINATE LOCATION WITH SECURITY SYSTEM INSTALLER. REFER TO LOW VOLTAGE RISER DIAGRAM FOR WIRING 2. ALL WIRING IS COPPER. REFER TO ELECTRICAL SPECIFICATIONS FOR REQUIREMENTS. FURTHER INFORMATION. 3 TELEPHONE BOARD: 4'x4'x3/4" PLYWOOD WITH (1) #6 CU. GROUND FOR FUTURE USE MOUNTED ABOVE 4'X4'X3/4" 3. OFFICE TELEPHONE LINE. T -49/50 PLYWOOD WITH (1) #6 CU. GROUND PER TELE. CO. REQUIREMENTS. MOUNT RECEPTACLE ADJACENT TO OR 4. MONEY ORDER CABLES. D -4. ABOVE TELEPHONE BOARD, DO NOT MOUNT BELOW. 4 SECURITY CAMERA: ROUTE CONDUIT BACK TO VIDEO 5. CASH REGISTER CABLES, D-1 & D-2. TWO CATEGORY 5 CABLES FROM RECORDING EQUIPMENT LOCATED IN MANAGER'S OFFICE. SALES AREA CASH REGISTERS INTO ONE DUPLEX CATEGORY 5 COORDINATE LOCATION WITH SECURITY SYSTEM INSTALLER. RECEPTACLE COVER PLATE. 5 VEEDER ROOT: COORDINATE INSTALLATION WITH FUELING 6. ACCESS POINT EXTENDED ANTENNA CABLES, FOUR CAT 5 CABLES, RJ45 PLANS. INSTALL IN ACCESSIBLE LOCATION. MOUNT AT 48" FEMALE IN A 4-PLEX, COVER PLATE LABELED TO 3 LOCATIONS BELOW: A.F.F. TO BOTTOM. 6 ROUTE WIRING FOR DATA DEVICES UNDER SLAB, RE 1/E1.2 6.1 CAT6 RJ45 FEMALE JACK CENTER OF SALES FLOOR SUSPENDED ABOVE 7 MOUNT +12' A.F.F., ROUTE CONDUIT BACK TO VIDEO CEILING TILE (MAY NEED TO MOVE LATER). 100' IN TOTAL LENGTH WITH RECORDING EQUIPMENT LOCATED IN MANAGER'S OFFICE. EXTRA COILED AT FEMALE JACK. COORDINATE LOCATION WITH CONSTRUCTION MANAGER AND SECURITY SYSTEM INSTALLER. 6.2 CAT6 RJ45 FEMALE JACK CENTER OF SALES FLOOR SUSPENDED ABOVE 8 LOW VOLTAGE AND LINE VOLTAGE WIRING IN ALL OPEN CEILING TILE (MAY NEED TO MOVE LATER). 100' IN TOTAL LENGTH WITH CEILING AREAS SHALL BE ROUTED THROUGH A NONMETALLIC EXTRA COILED AT FEMALE JACK. RACEWAY SYSTEM AT THE STOREFRONT AND DOWN TRUSSES AS NEEDED. THERE SHALL BE NO EXPOSED WIRING IN THE 6.3 CAT6 RJ45 FEMALE JACK IN RECEPTACLE 84" ABOVE FLOOR- CENTER OF SALES AREA. OWNER TO PROVIDE LEGRAND 400 SERIES WALK-IN COOLER. SYSTEM WITH ALL FITTINGS AND DEVICE BOXES REQUIRED FOR CONNECTION TO EXIT SIGN. OWNER TO ALSO PROVIDE 7. DATA TELEPHONE CABLING PROVIDED BY LTCG. CONTACT GREGORY PANDUIT 2x2 FIBERRUNNER ROUTING SYSTEM FOR ALL LOW LEVALDS (972) 801-9950. CONDUIT AND BOXES TO BE FURNISHED BY VOLTAGE CABLING. RE:1/E1.4 FOR LOW VOLTAGE ROUTING. OWNER AND INSTALLED BY G.C. 8. E.C. TO INSTALL OWNER PROVIDED CONDUIT AND BOXES FOR TYCO SECURITY SYSTEM. COORDINATE EXACT LOCATIONS WITH TYCO SECURITY SYSTEM INSTALLER. 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. 2011 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. 11. 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. 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. r tirm4tim 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 C� N CD G N teelee W :Da� LO Z °� (3)O °� M Q L—J leal-ex —J 0 C LL Z oC J Z W J O z Q W � _ 0Q O C > 0 Z -J o J T O - W WC) (L zCL 1� N = CL U = W cn o CU M X111111II111//, B ''L IFIC'9 • Vv ct 5: . No 24fi36 �► 03131 �7�1l0 Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 LOW VOLTAGE FLOOR PLAN 6 5 in 3 2 1 6 5 L� 2 �l d' ,n Ln N M W O N I O rn Cn E C 0 U � Cr GJ O n M 0 Cr to Y �I B oc al LU `I O Lm c C7 DO to @J J LA- L L GJ N GD 0 / U GJ 0 a 0 N t0 :A c s O i x 0 La 0 L c Y to L G) to ELECTRICAL + — — 0 �+ I U r �+ W ❑ O V+ � w 000� I ¢�z Cr J I o L I I LU > I L LIJ F L LLj _U �7 0 T > LUV 6 UZE U °W�V JU zo❑WV 0¢Cn 0I2-0�X� <pCDJ Q X W> W a C F-Wwwm Fes- Q 0 c°'r,J w twi LLL coil 2 ~ � 3F OOXOC r Ccc'3 Crr7 LQJ- U I--W r CD J Q T U � I.- W U H J � M Cn 200 f7 17 W a W z o 6 W Ln � LL � M F-XN IW WQ❑ oLLo > iT T W ❑ z W X W TELEPHONE BOARD ISP WORKSTATION T 4 — T— — wV4 M v� 2 t6�y 3 cc ❑ a o � T 4 < I— 000 Vza < 0❑�_I.- ate T�Op°z�o I ❑NH0W(L ❑ T W U) W Cli❑cc Go�WC/)o c~iJWw❑QUW2 cn Er oW CC Q Q Q =wc~n I0(9 2cc cm V r N N j �� JV DO cr U) co � cc — U17 g YV rn r (D r Q 0 Z N v z L T 4T O > T U rIQ� >�� ? j� 0 > °c > °° v it > > ❑ O r U > Z ^zCnUir F- 0¢ >aMWUtr �WQCC zCCW0 32CCw 0�-Cnw wOW� rzcccn >Xv� W�UJ W F- _U LY W U I w I rC,? m MANAGER'S OFFICE �t I I I I I I I J 'N DO r 'L I Dv >rn W I [2 - U JX I W EXTERIOR SALES FLOOR r —— N—- I � I T I L � I Q 4V I r N I a a> I ¢ ¢ Lac I zZz I a.. a 0 I cnU)? I I UUw I U U> !� L' V N� cr r ooN4 aoc >���a❑c I Icr I o0W�ZF— M00 <CCoro cc CDoFL UU� ❑ I I C CCCM❑� vQJUmZ�co Cn WO I I U cCn nWo� Q� ° °�oz�U m I I ¢ o c90w �~ Xcv"'Uz Z I I ¢ I W>- I- T ¢ NU Q �z- LL ��r a I L — _ J 00 W FRONT cc I DOOR I I SALES COUNTER * ALL CABLING IS CAT-5E AND WIRED TO TIA/EIA 568B EXCEPT FOR POS REGISTERS WHICH SHALL BE WIRED TO TIA/EIA 568A. ** EC TO INSTALL OWNER PROVIDED CONDUIT AND BOXES FOR ALL LOW VOLTAGE WIRING EXCEPT ATG WHICH IS TO BE PROVIDED BY FUELING CONTRACTOR. REF. DTLS. 2,3 AND 4 THIS SHEET. EC TO PROVIDE PULL STRING IN CONDUIT. WIRING AND TERMINATIONS WILL BE PROVIDED BY THE FUELING CONTRACTOR. 4 V INDICATES QUANTITY OF CABLES TO BE PULLED. LOW VOLTAGE RISER DIAGRAM N.T.S. IIrWIC I _ C I a I I z CDa. I W I Q L_�_J 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCHITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. Vol SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 00 W Q T p 0 CM M r� V U- Z W W > a = W °6 OC J W T c a r%, N 2 03 /3 clams/` N c� G CD N S0 G � Cif T F— Q M cM z 0 _j O J U z Z J CJ) O CU O W I..L _ z a Q U W cn o U 0) Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE IDESCRIPTION A PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 LOW VOLTAGE DETAILS �s 6 5 3 2 1 i 4 9 0) 1 rn Ln N rn t0 O N 0 rn rn C 0 U f6 Cr M aU U 0 0 r` f]1 0 Cr Y B a I CW L LI aU m c C7 co 0 Q J LL s i L t CL 0) N 00 0 / U U aJ 0 L a O N M s A :o Il c t O i X 0 Iz 0 0 c a� Y / U EMS SYSTEM LIGHTING CONTROL SIGNAL (REF EMS1.0) L-2 -� N EMS SYSTEM LIGHTING CONTROL SIGNAL (REF EMS1.0) A I L-2 r--S N 1 � C C � SIGNAGE me L-27 EXTERIOR LIGHTING 5--� �� L-20 CANOPY LIGHTING' L-32 SITE LIGHTING' ► L-31 CANOPY LIGHTING S L-34 CANOPY SIGNAGE 5 L-28 I1 L_J L_J I MONUMENT SIGN L-37 I I I I � C L J N L-2 EMS SYSTEM LIGHTING CONTROL SIGNAL (REF EMS1.0) LIGHTING CONTACTOR N.T.S. SUPPORT CONDUIT FROM STRUCTURE PER NEC USING CONDUIT STRAPS BAR JOIST TYP +9'-4" CONTINUOUS RUNS MUST BEGIN WITH A STARTER UNIT. REMOVE THE POWER SUPPLY SIDE END CAP FROM THE STARTER UNIT. SLIDE THE BRIDE OF THE SECOND LUMINAIRE DOWN ONTO THE BRIDE OF THE ALREADY MOUNTED STARTER UNIT. R �1 SUSPENSION CABLE LIGHT FIXTURE LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER VOLTS/PHASE WATTS LAMPS MOUNTING DESCRIPTION QTY TYPE OTY Al GE BR-22-0-A3-A-V WHITE 120/1 35 INTEGRAL LED 1 RECESSED 2' X 2' RECESSED LED TROFFER 17 Al E GE BR-22-0-A3-A-V-WHITE-EL 120/1 35 INTEGRAL LED 1 RECESSED 2' X 2' RECESSED LED TROFFER W/ BATTERY BACKUP 6 C1 PHILIPS SN232UVlSl 120/1 36 421875-19T8/END/48-4000-UNV (LED) 2 SURFACE SURFACE MOUNTED STRIP FIXTURE WITH PHILIPS LED LAMPS 2 D1 C GE IS-C8-0-A3-M-V-SLVR-S 120/1 73 LED 1 PENDANT 8' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. 11 D1 CE GE IS-C8-0-AC-M-V-SLVR-EL-S 120/1 73 LED 1 PENDANT 8' LINEAR LED W/ BATTERY BACKUP. PROVIDE REQUIRED PENDANT MOUNTING KIT. 2 D1S GE IS-S8-0-A3-M-V-SLVR 120/1 73 LED 1 PENDANT 8' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. 7 D2 CREE CR-LE-SE4040CSTM 120/1 44 LED 1 SURFACE 4' LINEAR LED. PROVIDE REQUIRED SURFACE MOUNTING KIT. 4 DS GE IS-S4-0-A3-M-V-SLVR 120/1 39 LED 1 PENDANT 4' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. 3 E1 PHILIPS VERWEM 120/1 2 LED 1 UNIVERSAL LED EXIT SIGN W/ RED LETTERS AND 90 MINUTE BATTERY BACKUP 3 G2 GE ENS2-0-E3-D150-DKBZ 120/1 67 LED 1 WALL EXTERIOR LED WALL LIGHT 7 H PHILIPS OVDR1132UVlSISM 120/1 36 421875-19T8/END/48-4000-UNV 2 SURFACE 4' LINEAR VAPOR -TIGHT FIXTURE WITH PHILIPS LED LAMPS 4 J1 GE GEW1102441BAT-SY 120/1 9 LED 1 SURFACE 2' OUTDOOR LINEAR LED STRIP LIGHT 1 J2 GE GEW1104841BAT-SY 120/1 18 LED 1 SURFACE 4' OUTDOOR LINEAR LED STRIP LIGHT 1 J3 GE GEW1109641BAT-SY 120/1 36 LED 1 SURFACE 8' OUTDOOR LINEAR LED STRIP LIGHT 4 N PHILIPS LEDPRSPRCL 1 120/1 10 1 LED 1 WALL OUTDOOR EMERGENCY WALL LIGHT W/ 90 MINUTE BATTERY BACKUP 2 X1 PHILIPS VU6-CS 120/1 11 1 LED 2 UNIVERSAL EMERGENCY FIXTURE W/ 90 MINUTE BATTERY BACKUP 4 WIRE HANGER AT EACH CORNER OF FIXTURE INDEPENDENT OF CEILING SUPPORT SYSTEM. GC TO PROVIDE WHEN REQUIRED QV rrnnIZ RECESSED FIXTURE MOUNTING NTC TYPICAL SUSPENDED LIGHT FIXTURE MOUNTING N.T.S. = z o m c Black White LEVITON MODEL #OSFHU-CTW TIME DELAY ADJUSTMENT NOTE: COOLER PLACEMENT SET TO 10 MINUTES. "B" OCCUPANCY SENSOR N.T.S. Neutral LEVITON MODEL #OSSMT-MDW O m m Line Black White Blue Green o Ground 0 0 O 0 NOTE: RESTROOM SET TO 10 MINUTES. BACKROOM AND OFFICES SET TO 20 MINUTES. BACKROOM WITH HIDDEN AREAS SET TO 30 MINUTES. L 0 a d "A" OCCUPANCY SENSOR N.T.S. SIDE. WHEN ODE. INTERIOR CEILING LIGHTING FIXTURE PACKAGE UNLESS OTHERWISE NOTED 7-ELEVEN SHALL FURNISH THE INTERIOR AND EXTERIOR LIGHTING FIXTURE PACKAGE- (INSTALLED BY G.C.) LIGHT SWITCHES ALL OCCUPANCY SENSING SWITCHES ARE TO BE MULTI - TECHNOLOGY WALL SWITCH SENSOR, 1200 SQ. FT. MAJOR MOTION COVERAGE, 400 SQ. FT., MINOR MOTION COVERAGE, 800W@120V INC, 1200VA@120V FL, 2700VA@277V FL, 1/4HP@120V MOTOR, COMMERCIAL GRADE - WHITE CALIFORNIA TITLE 24 COMPLIANT. ALL TO BE PROVIDED AND INSTALLED BY G.C. KEYNOTES - LIGHTING 1 OCCUPANCY SENSOR'A', RE:2/E2.0, +42", TYP. 2 OCCUPANCY SENSOR 'B' RE:3/E2.0, TYP. 3 LIGHT SWITCH, MOUNT AT 42", TYP. 4 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. LIGHTING 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 WITH SELF-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. PROVIDE BI-LEVEL SWITCHING IN SALES AREA BY SWITCHING EVERY OTHER LUMINAIRE AND/OR EVERY OTHER ROW OF LUMINARIES AS SHOWN. 4. 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. 5. 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. 6. THE EMERGENCY ILLUMINATION LEVEL SHALL HAVE A MINIMUM - TO -MAXIMUM EMERGENCY ILLUMINATION UNIFORMITY RATIO THAT DOES NOT EXCEED 40:1. 7. 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. Date; 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.COM TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects E Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 Zr N G N V W T LO O � ^ M O a- M F- Q co Fee-LL � O LL Z oC Z w � O o Q W � = U Q M 06 CC Z O J T >- O — w W c� F- z a N UJ C)U C) 03 �31 ILot !o Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AN D SIG NATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROTECT. REVISIONS NO. DATE I DESCRIPTION PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 LIGHTING PLAN l� C� 6 5 4 3 2 I 1 1 M a N v L ri N rn ID 0 N 0 en en EI CI O u fo Cr fa a� Q f71 0 n M 0 Cr Y �I B I o- w LI a� n0 c tJ f� m J LL s L N N 00 0 W i to a� 'o L D_ 11.0 N i E fo LA c L O 3 X O .G a O L c a� Y to L Qi U ELECTRICAL SPECIFICATION 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 MAYBE 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 MAY BE 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%o 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 313 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 SQUARE'D' 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 I -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 'F', IF REQUIRED, SHALL BE FED BY A SQUARE 'D' BREAKER WITH SHUNT TRIP 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 SQUARE'D' TO MAINTAIN SERIES LISTING. IF FUSIBLE DISCONNECTS ARE USED, SQUARE 'D' 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 UL APPROVED AS CLASS A DEVICES IN ACCORDANCE WITH UL STANDARD #943. 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 WETR 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 rev 1 /2013 Udte; 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCHITEC rS.COM TEL: 479.633.8165 E Copyright 2016 Bates & Associates, Architects Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 1037728 CONSTRUCTION MANAGER CREIGHTON CONST. & MGMT 900 SW PINE ISLAND ROAD, SUITE 202, CAPE CORAL, FL 33991 DEVELOPER CONTACT TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 DANIELTUBB STRUCTURAL CONSULTANT ARCH CONSULTING ENGINEERS 510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 JUSTIN BILLODEAU MEP CONSULTANT WALTER J. FITZGERALD, P.E. 24636 2566 NEBRASKA AVE. APT 443 PALM HARBOR, FL 34684 PH (813) 785-7526 D N N V W cc T W p �. � U a-) O M O M � Q M CO � ~ LL C) O U)z CC LL zW_O0Q W � = U oC > Q Ov C oZS oC z �_ _1 T >- O W W M z CL 1� N = U W U) CU O M rol M 03 /3 (hpi(o Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENTTO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE IDESCRIPTION PROJECT NUMBER: 16-021 RELEASE DATE: 03/31/2016 ELECTRICAL SPECIFICATIONS 0 C) 7t 00 c» r•-I O _ N 6 5 4 3 2 1 iTE:M QTY ORACLE SUPPLIER PART NUMBER WEIGHT DESCRIPTION ITEM QTY ORACLE SUPPLIER PART NUMBER WEIGHT DESCRIPTION _ ITEM CITY ORACLE SUPPLIER PART NUMBER WEIGHT DESSCRiPTION Tyco integrated Security Lic 74 ulin 5 1 03144201 Y 9 tY - - Tyco Analytic Ga N able P 1 KITGasoline a C Package 71 G yg 505 1 00009090 Kraft Foods Group Inc 0 _ Nabisco Big Bag Shelf Organizer Tray {Sold By Cass Only 10 Trays Per Case} Case 1 1 Q3304401 Tumkey Resources 0 Consists f 1 4205bk 142QQrb.....And 2 2844in 7 11 Windmaster Sign Cans s s O { } #p gg ( } " 752 1 06170244 Sanden Venda America Inc VDPTCU001 Demote Vs Scroll Condensing Unit (R404) Will Not Be Broken 2 1 03304400 Turnkey Resources 0 7-11 Pole Sign Consisting Of (1) X-46180 And (2) 4155in) 839 - 1 032656222 Intermetro Industries Corp114244 p 2000 Per Vault 24"X48" Shelving Unit 4 Tier - Metroseal n9 506 1 03308705 Resco 0 Dole - Fruit Cup Merchandising Tray 3 1 03137035 Display Partners 0 Rolling Banner Board System 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 Unit 511 (( I 2 03175254 Wausau Tile Inc TF1892 87 Waste Container, Single, Beige 27 Gallon Plastic Trash Can WI Snuffer Pan & Sand {Not Far Use On Gas Island) 7 1 WWW.BATESARCHITECTS.COM 03160286 Officemax Incorporated J40MO6476 Both store kits - dry erase board Tx2' 840 1 031$4638 Lancer Corporation 351TF7C4G4 3$0 3 X 5, Top Mount, 7 Pump Rack TEL: 479.633.8165 031582$8 i r Alliance Display Source Al is ce Llc 0 Candy Counter Rack (Replaces 00010024-Renfro Y ( P } 529 6 031 Turnkey Resources NZ Cooler Cad Small - Vault Dal i f - _ r r3 1 Remote Air -Coaled 6 Display Case Rsc Series Black / Black),Law Deck, Led 50268 y y 1 Dolly Kt (Pkg O 6) (Na Handle.) Supplier Prt # Nz Coale Caddy ( Copyright zol6Bates & Associates, Architects 841 1 06170339 Sanden Vendo America Inc RSCRA0001 Lighting, 14 Adjustable Glass Shelves. W/ Tap Valence Kit 530 1 03265635 lntermetro Industries Corp 711S186K3 72" Sink Wall System - Metroseal y 9 1 Adeo Industries/American encan P� QQQ1Q75Q , Q9966 3 Sample Drink Cup Dispenser W/Magnetic Stand, (vary For New Stores Adca _ 856 1 0326694 Intermetro Industries Carp " -Distributing 24 X24 Cleaning Supply Storage 5 Tiered 24 X 24 X 74 Shelving � pp Y � rig Unit 711 CS22 100 FnisntMetraseal lil -Supplier Prt # 711cs22 532 1 Q326s637 lntermetra Industries CorpCflrp 711 DW1 �� 6Q shelf System (inside Office Side Desk wall System) y �` - Company E Drawings and Specifications as instruments ofservice are and shall remain the property of the Architect. They are not to be used on other projects or 12 Wide n 6 Count Red Shopping Baskets With Stand 17 Lang X de X 8.5 High {America 533 1 03265638 Intermetro Industries Corp 711DW184 48" Shelf System - (Above Office Desk) 10 1 00005210 Plasticade 0 Stare Fixtures)- (Includes Two 7-Eleven Stickers For Each Basket) extensions to this project except by agreement in writing and with 86Q 1 Q617Q3Q6 Sanden Vendo America Inc Tap Valence Kit far' Sandwich Case (Q617024Q) appropriate compensation to the Architect. 0080491 Q Merchandising Systems Inc g y NAC3T 3 Shelf Nacho Counter Rack 86 06170308 Sanden Venda, 1 I 1 Ve America Inc refit eration line set far 6' sandwich case 06170240 13 { ) 534 2 03265639 Intermetro Industries Corp 711WS23S 24"X36" Single Wall Shelf System (General Use) 11 1 Contractor Is responsible for confirming and correlating dimensions at job 00009919 • i Adca Industries/American StrleS/Amer can 09919 4,2 ., Stackable Conference Stool For BackrrrrJri7 (AdL o} Intermetro ," 535 2 03265640 n ermetro Industries CorpCor 711 WS24S 24 X48 Single Wall Shelf System General Ilse` p g y ( ) Lsi Industries Dba Lsi 21 6 site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and 864 1 03150272 Gsp/Lsi Lsp 2 Branded 7-Eleven Clack 536 1 03265641 Intermetro Industries Carp 711WS25S 24"X60" Single Wall Shell System (Outside,& Inside Office & Above Bib/Freezer) Distributing Company programs in connection with the Protect. Lsi Industries Dba Lsi 538 1 03265643 Intermetro Industries Corp 711 WS25D 24"X60" Double Wall Shelf System (General Use) 22 1 05665055 Lancer Corporation MC-16317 40 Mccann Water Booster SITE/STORE #: 0004.4539 - Pentair Filtration Solutions 9347-10 110 1 7-10 Filtration System WI Fillers And Surge Tank W/O L a High Flow Plus {Pn 934 } y g p " 865 1 03140259 10.125 x72 x,030 Styrene Insert, Screen Punted with Tateyama Step. (2 Per Set) Gs ILsI Ls " p p 551 1 Q326567Q intermetro Industries Corp 711HT3t3 36 Hanger Tube With Brackets For Trash Bag Rolls Dispensing -Option 2 23 1 37745 Lsi Industries Dba Lsi • 866 1 0314Q260 GsplLsi Lsp „ „ 9 x72 x.040 Aluminum Channel (2 Per Set) 602 1 03136254 Turnkey Resources B-1146 T&S Brass Faucet -Gooseneck Nozzle Splash Mounted Order With Hand Sink p ( ) 25 1 Lie CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 00024630 Lancer Corporation 85-1803-020401A 480 10 Box, 10 Pump 2 Wide Bib Rack Lsi Industries Dba i Ls {Lead Free�Supplier Prt # $-1146 _ rt n 900 SW PINE ISLAND ROAD, SUITE 202 3 Compartment Sink With Dual Drain Boards. Length 72" Width 25" height 43" Faucet 867 � 1 03140261 Gsp/Lsi Lsp 032 Aluminum End Cap with 2 Flange (4 Per Set) " 627 1 0 Brue noun Usa Inc 3124320 9 0 " Roller Glide Kit Far 12 3Q Door Vault. 81 Glides 28,5 W ?� 26.0 D { } ( ) 29 1 03119411 Turbo Air Inc halls 1 5/8 dia flu 8 centers Stainless 14 ga. Type 304 Bawl. dia. 12x19x12 / " CAPE CORAL FL 33991 , 885 3 03159306 Disply Source Alliance , MD 1078$1C36 3 Front Counter Candy Shelves Kit 642 1 03120252 Turnkey resources ADA-C-2448 Size: (2) 24" X 48" Tiles Brick Red Tile Ada. Detectable / Tactile Warning Surface Tile 24" X 48'° Gast In Place Inline Dome Tactile Tile With Adhesive And Anchors Stainless Legs & Crossbreacing. TENANT 35 1 00032220 Star Manufacturing Int"L Inc GR14 Gr14 Sandwich Press 120 Volt Unit Star 8$6 1 03159307 Disply Source Alliance 30" side panel set (set of 2) Includes tea 30.5"t x 8"d x %" thick Laminated wood side MD 107851E-01A panels. Also includes a metal track plate at the bottom of each panel. Packaged in pairs 675 2 03126105 Bunn O Matic Corporation 71870001 Faucet Cover For Coffee Server - Cover W/Decay, Faucet-Blk Supplier Prt # pP- 07187.0001 " „ Custom Hand Sink Production Line Wall Mount 1b Front To Back X 14rW X 6 D, 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS TX 75201 and orange label identifying part number. 37 1 03145473 Select Stainless PL-SHS-1 Csa (Rpl 37994} -Supplier Prt # Model # PI-She-1 CONTACT: DANIELTUBB 1051 1 03164018 Turnkey Resources y " MPY8WLN-08GR T&S $ 3-Compartment Sink Faucet 688 r 2 0326561fi Intermetro Industries Corp 711C4144 Shelving -Chrome 4 Tier Unit 48''W X 14"D X 74"H (Far, Back Room When Applicable) 40 7 03186129 i Industries Dba r Ls ndus Ls Q . 7.25 X 84" Stripe With No Logo " STRUCTURAL CONSULTANT Bandstand 700 1 03126169 Bunn O Matic Corporation 41400.0003 Iced Tea/Coffee Brewer (Long Island Test 2013)-itb Ddil W/Sweetener GSp/Lsi Lsp SELECT STRUCTURAL XX1' 2 03160478 Turnkey Resources Products. Cubie Power Supply 1 Surge Protector BPECA-P 701 3 03126170 Bunn O Matic Corporation 39600.0001 Iced Tea/Coffee Dispenser (Long Island Test 2013) 41 2 03186130 Lsi Industries Dba Lsi Gsp/Lsi Lsp 0 7:25°' X 60"Sri e With Lao p g 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON 713 1 03185046 Automated Logic -United 0 Ems System, New Carrier, Beacon If 44 1 MEP CONSULTANT 03304868 Turnkey Resources MD# TLO-STNH 8 Item # 44 Lid, Straw And Napkin Dispenser Md# Tlo-Stnh Environmental Svcs 47 1 WALTER J. FITZGERALD, P.E. 03266434 Home Depot Usa Inc 0 6" Front Stick Vinyl Decal - Single Item Per Order - - - - 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 65 2 00052320 Ettinger-Rosini & Assoc Inc NE-17571 66 Panasonic Ne-17571 1700 Watt Microwave CONTACT: (813) 785-7526 03159311 Display Source Alliance Llc 1-07881 BA Temp -Free Multi Clay Unit - (Bakery Rack/Banana Rack) - Overcounter Display 66 1 D 67 1 00804918 Merchandising Systems Inc 3TFW-3B 3-Tier Counter Fixture, Almond, W/Baskets (3), 18"X14""X12" 1/Ctn D 68 1 03165213 Kren Plastics KR6043 Heinz Condiment Rack - Prt # Kr6043 73 2 03180540 Apw/Wyott Corp 21831975 147 Hrs-75w- 5t, Roller Grill, 2081240v W/Truturn Coat 7/11 Replaces Item # 00010770 Chili Cheese Dispenser - 8mhpde2-120v Peristaltic Dispenser, Accy Kit 74 1 00044720 Star Manufacturing InfL Inc HPD2-120V 61 8mhpd2-711-P-K 70"-8" 76 1 00750777 Take A Ticket Inc ICM(I) 32 8 32 Game Lottery Ticket Unit _ 00000104 Wisco Industries Inc 690-16 43 Model 690-16 Food Warmer %. 78 2 1711 - 79 2 03114215 Tidel Engineering Lp 0 510 Scd/Tube Vend, 2 Single Feed Cash Code Validators 82 1 03120248 T Resources Tumkey R ENC-95QQ-40 370 to nu 2 k Turbachsf Encore (}van Pre ailed Me Solid Baskets, 2 Mesh Screens. 1 Baking 18'-1 Q"' i s 113 3 L_ T 5 86 44 19 196 - I j ... I 1 - $ — — _ I — 83 1 Slane, 1 Baking Rack, And 2 Bottles Of Cleaner 9O 1 Freezer Counter, Work Top, One Section, 27"' Wide„ 7.0 Cubic Feet, Ada Model, 03267607 Turbo Air Inc MUF-28-711 S-ADA 63 Sneez uard 1 Yr Warrant eg y r .� I / MUR-28-71 i S-AD Refrigerated Counter, Work Top, Left Hinge, One Section, 27" Wide„ 7.0 Cubic Feet, L.L _ ) . )�--1. f 1—Hfd 84 1 03267606 Turbo Air Inc163 A Ada Model, Sneezeguard -All Stainless Exterior, 1 Yr Warranty N67701 Case„ Tempered Glass, 16 ServincJ Pans„ 4 Anodized Dimple Pizza Pans,67 22 011212 I; 85 1 Q617Q206 Sanden Venda America Inc HFIDaQQt106 160 115/1/60 Elec Required. Replaces 0617Q165 L N1Q �? 11 I ( I 47 r�2O) 86 1 cnrno 2 03136113 Kan Pak Lie CDG-211IC 105Two Head Refrigerated Dispenser With Ice Coffee Graphics - Includes Standard 1M174 Year Parts And Labor Warranty For Iced Coffee Dispenser 03136'112 Kan Pak Lic CDG-211 105 Two Head Refrigerated Dispenser With Bulk Cream Graphics - includes Standard 1 gran For Bulk Cream Dispenser Year Parts Arid Labor Warranty spe — l 01 401 01 .401 - 89 1 `T F_ en i� Q cin � O � U i — — — ®— 0 � 12'-7" i�i I 90 1 03126160 Bunn O Matic Corporation 38100,0351 175 New Cappuccino Machine, Imix5s Pius 4' 0" I I ) Malta 185 Ice Cream Novelty Case, Center Island (Self Contained) 33 Baskets r g 0 T-6- 1 02 1 8 3 03154 5 Ant Cooling Systems Usa 0 3a12 Included S110v/60hz 6 Ft. Freezer W/Curved Sliding Glass Lids. Led Lights, Mechanical Controller, White Exterior W/Gray Bumpers, & Feet W/Auto Derost. No ` N w W C 9�0 0 89 — L J Inc ,.�[ W Q — — — — — �o® Extended W © a 401 01 500 — — — 105 1 U U Ice Maker, 1000 Lb., Remote-Gioled, Half Size Cube, 982 Lbs Production Per 24 03125492 Mile High Equipment Co 1Q06HR 2Q0 hours (Apprflx), 208-230v160/1-Ph, 13.8 Amps 9'-2" ' _ Q1 01 ` 68 18 20 Z O 4'-3"� , ;-- 112 1 03300024 Mile High Equipment Co RT340-404 40 Ft- +Cuber Line Set. I 74 60 I — — — 113 1 Q3184646 Lancer Corporation 85-14816-00-7111 A 620 FS30116 soda dispenser, ADA button set-up, LED w/splash guards, no flavor shots, 30"Wx27"D bin adapter, warranty included O 34 62Ji € 8!_1„ 83 65 T J4�76 40 11 19 [ I / 1 � 119 1 032676Q3 Turbo Air Inc TSF-35SD Reach -in Freezer.One Section, 34 Cubic Feet, Energystar - All Stainless Exterior - 2 Year Warranty 213} � 52 2 i 34`i 78 34 3 84 IL — I I 479 1 1 Reach -in Freezer.Two-Section,54" Wide, 47 Cubic Feet - All Stainless Exterior - 18 52 29 1 6 _2 ,! 10 �236 3 82 1 -� — '� 34 : , ,. ~ 120 1 03267605 Turbo Air Inc M3F47-2 435 Months Warranty 529 3 ` � ,. 'r '' ` 122 2 03262170 Fbd Partnership Lp 12-2474-0007 3 Br1 Install Kit - Bulk System i v 3 34 64 '- 1 73 6'_1" 6 1 46 35 _- _ E _ a o p 23 174 1 188 1 00311054 Lancer Corporation ii 08-0470..(200) X 3.78 14 Line Bundle Tubing 1 Unit Includes 200 Ft At 3.78 08-0470 9{ ), 03150046 Doyon DC05T Countertop oven (Hispanic Bakery) r , Cl) 8°-1" 37 530 �29190 0 1 03291508 Metro MW Wall Shelf Kit 21"x24" Solid S/S :Shelf W/ SIS Brackets 66 i 6 46 I _ 195 1 03304869 Turnkey Resources MD# TLO-STNH- 16 Item # 95 Lid, Straw And Napkin Dispenser Md# Tlo-Stnh 6 I 46 I L 2Q 196 2 03304867 Dispense Rite MD# TLO-DL-STNH 17 Item # 96 Dome,Straw And Napkin Dispenser Md# Tlo-DI-Stnh 2Q 2 I 551 I 5'-5" I I- I 34 3 218 1 03117814 Imageworks Display & Marketing Group inc 711-29 75,90,110 9 Ft High Profile Wall Set i I 85 — — — — — J 3'-0'" y 3 _5„ 220 7 03304849 Tumkey Resources 0 Bathroom Door Coat Hoak By Asi 11 Gauge 304 S/S With Satin Finish Md#8425 v f --- $ 68 I Tf 234 2 -.0 ,Q 00804913 Merchandising Systems inc PTR T Pizza Thawing Rack - 5 Tier - Chrome Plated Steel Ace Mart Restaurant B 21 3 I 235 1 03175092 Supply Co PP Y 7-11 PIZZA KIT Hot Food Smallwares Kit -Supplier Pot # 7-71 Pizza Kit M I 53 119 J 21 21 4 Foods New Hot Foods Sign Kit In June 2013), Includes Assembly And 1 5''-4'° �i13) I 21 2 36 1 Q3304 840 Turnkey Resources Y 2013 Hot . (Available Coiling . l 8l-1" 66 $ 5'-7" I 21 21 I h Sign Kit Flanging Hardware _ 67�- \ I 237 1 00804912 Merchandising Systems Inc PPDR Pizza Pan Drying Rack - 10 Spaces - Chrome Plated Steel Wire Gage 6 AR97905 .. 1 1 1 o 40 238 1 03150273 Tumkey Resources 0 Hot Foods Dipping Sauce Rack 22" X 6"X 4"(Heinz) - 1 Per Box 03262198 Fbd Partnership Lp _ 12-3003-0003 Refrigeration Lines Kit (Tpc-4 Condenser To Slurpee), Remote install; 50" Metal Flex i — — — 4'-11" 295 2 ------ F6] tr _ T_7_?F — �ED 8 1 5 ;' \ I 2 20 631 25 306 2 03309652 Fbd Partnership Lp 0 390 3 Bri Fbd 563, Remote Unit, Light Door Box, And 1 Year Warranty 8 Unit Vault Shelving, 24x48 Shelves Consisiting Of (32) 74pk3, 74" Metroseal lii Post — — — — 8 `e 51 533 I 334 1 03265621 Intermetro Industries Corp 711 V8244 (33) 24>48nk3, 24x48 Metroseal lii Shf (2) Sf55n3k3, 3-Sided DbI Snkfrm 2448 In K3 For Architect Name - RYAN M FAUST 1 I 1 Modei # 711v8244 I I �120 340 1 Architect Number - AR97905 03144871 Schott Gemtron Corp 0 Shelving Kit For 12 (30") Door Vault. 81 Shelves ( 30" W X 27' D) f_ \ -7 1. ( lam,-,+, —,53 — — — � 343 2 03144874 Schott Gemtran Carp Q Shelving K.it FOr 1 {3Q"} Daar "41aLllt,7 Shelves (3Q" jf}r }( 27" D) THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEYARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER _ 345 1 03144876 ' Schott Gemtran Corp Q Shelving Kit Far 3Q" Ice Merchandiser Daar 1 (3Q") Doar 2 Heavy Duty Shelves 35Q1b DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FORANY PART OR PARTS OF THE PROJECT. Rated (3Q" W X 27" D) 40 40 40 `40 4 t 41 47 `-�' 1 3 2 41 40 �40 360 1 Refrigerated Condiment Station, One Section„ 27 Wide, 7.3 Cubic Feet„ 03267621 Turbo Air Inc MST-28-711S-ADA 198 REVISIONS 64 Sneezeguard, Ada Model - 1 Yr Warranty NO. DATE DESCRIPTION 03126163 Bunn O Matic Corporation 34600.0039 150 Two Batch Thermal Fresh Brewer System, Dual Tf Dbc (Short), Stainless Steel 11 19 400 1 401 8 03126090 Bunn O Matic Corporation 42700,0002 14 Tf Server New Style, 1 Gallon, Digital Sight Gauge, Countdown Timer 405 1 03150269 Turnkey Resources NZ Cooler Cady - Vault Daily Handle - (Handle Only) handle � ��` � - ZEPHYRHILLS, � >. E ��� �� � �LJ � 466 2 03180542 ApwlWyatt Carp 218585aQ 9$ Bid-75n, Bun..... Warmer, Dry,. 208v 200w Replaces item �# 0001Q771 03180541 ApwAtVyott Corp 21794095 170 Kit, Divider Hrs-75 wide Flat Replaces Item ## 00010772 467 2 A 476 2 A 03/50276 Turnkey Resources 100-EH-BP 17 Foundations Baby Changing Table - Horizontal Model Number 100-Eh-Bp � H Y 3011 & SCALE: 11A "= 1 i_0►r �i TD 16-130 tf �! 477 2 03136252 Tumkey Resources 0 17 Xlerator Hand Dryer White, zinc Die -Cast Cover (Model XI-W) PROJECT NUMBER: 16018 Faucet, Electronic T&S Brass Model No, Ec-31113-Vf5-Tmv-711 Checkpoint Electronic Faucet, Deck Mount, 4" Center Set, Ac/Dc Control Module -Includes; 016167-45 RELEASE DATE: 03�31�2016 PRETTY POND RD 0 / 1 / 479 2 N ZEPHYRHILlLS, FL 03266460 Home Depot Usa Inc 0 Flexible Connector Hose, 16" Long, 1/2"Npsm-F X 1/2"Npsm-F G02534-25 1/2" Npt Close EQUIPMENT FLOOR PLAN AND 500 1 SCHEDULE 03304839 Turrikey Resources 2013 Coffee Coffee Header Sign Kit„ Includes Assembly And Ceiling Hanging Hardware Header Kit FOR REFERENCE ONLY A ? 1 6 5 4 3 2 1 a 0 in 0 N \ IN C 37745 - ZEPHYRHILLS, FL - FIXTURE PLAN HWY 301 & SCALE: ?4"=1'-0" TDG #16-130 PRETTY POND RD 03l11/16 ZEPHYRHILLS, FL ITEM CITY ORACLE SUPPLIER PART NUMBER WEIGHT DESCRIPTION Counter, Sales, 34h, Trash, Straight Front, Gab-12x23 Door, Flap, Waste Container, Top -Flat Lam 16 2 03134149 Royston Lie 23012844-012 100 Carbon Ev 12x24 No Hole, Legs; Cream Sm1w-24-Ada 28 1 00018376 Royston Lie 0 45 Pos Cigarette Under Counter Roll Out, (24") (Royston) 36 1 03134101 Royston Lie 23002236-012 170 Counter, 34h, 30d, Storage, Cab-36x29 Doors, 1 Adj Shelf, Top -Flat Ss 36x30 No Hole, Legs; Cream Ff3-30d-Ada Counter, 34h, 40d, Roller Grill, Cab-42x35, Top -Flat Ss 42x40, Cart, Sanden Class Kit, ,Split Flap 39 2 03116172 Royston Lie 60065182 470 Curtain, Legs; Cream Ffrg42-40d-Ada Counter, 34h, 30d, Trash, Straight Front, Cali-12x29 Door, Flap, Waste Container, Top -Flat Ss 12x30 46 1 03134102 Royston Lie 23002237-012 92 No Hole, Legs Cream Fftml-30d-Ada Counter, 34h, 30d, Trash, Straight Front, Cab-24x29 Door, Flap, Waste Container, Top -Flat Ss 24x30 48 2 03134193 Royston Lie 60031077-012 129 No Hole, Legs; Cream Fffm2-30d-Ada Counter, 34h 30/30d, Wedge, 45 Degree, Cab-23lx23r. Top -Flat Ss 30ix30r No Hole, 6.5 Rear 49 1 03134125 Royston Lie 23004969-012 107 Overhang, Slatwall, Legs; Cream Ffwg-301130r-Ada Counter, 34h, 36130d, Wedge, 45 Degree, Cab-29lx23r, Top -Flat Ss 36lx30r No Hole„ 6.5 Rear 51 1 0340005/ Royston Lie 23019604-012 135 Overhang, Slatwall, Legs; Cream Ffwg-361130r--Ada Counter, 34h, 30d, Oven, Cab-36x29 No Door, WAnserts, Pull Out Ss Shelf, Top -Flat Ss 36x30 1 57 1 03400049 Royston Lie 23018€53-012 226 Hole, Legs; Cream Ff3-30d-Oven-Wllnserts-Ada Counter, 34h, 34d, Hot Hold, Cab-36x29 No Door, W/Inserts, Pull -Out Ss Shelf, Top -Flat Ss 36x34 58 1 03400048 Royston Lie 23018650-012 208 No Hale, 4.8 Rear Overhang, Legs; Cream Ff3.34d-Hh-W/1nserts-Ada 61 1 00036520 Royston Lie 0 Grommet, Blank Plastic Counter, 34h, 42d, Sturpee, Cab-24x35 Door, Full -Drip Tray, Extended Lexan Cover, 3 Cup, Drain 69 1 03134129 Royston Lie 60019960-012 200 Pan, Top -Flat Ss 24x33 No Hole, 3,5" Rear Overhang W/Rear Top Filter, Casters; Cream Slur24x42d-Ada Counter, Bev, 34h, SI'urpee, Cab-36x35 moor„ Full Drip Tray, Extended Cup Cover, 5 Cup, Top -Flat 70 1 03134130 Royston Lie 60019963-012 266 Ss 36x33 No Hole, 3.5" Rear Overhang W/Rear Tap Fillers, Casters; Cream Slur 36x42d-Ada Bbe3-5cdi-Fsl6 (Fsdm3) Ada, Counter, Beverage Bar, 5-Cup Dispenser, 36"Wx42"Dx34"H, Fs-16 1 03134194 Royston Lie 23015217-012 271 Casters, Lexan Extended Cover, 2 Doors, 2 Shelf, Ss Top, Dri-Lac Cream Bbe3-5cdi-Bsl6-Ada E812 Counter, 34h, 42d, Trash, FLAT Front, Cab-12x29 Door, Flap,Waste Container, Top -Flat Ss 12x36 6 03134112 Royston Lie 23003454-012 g5 No Hole, 12.5" Rear Overhang, Legs; Cream Btmel-Ada 98 2 03134154 Royston Lie 23015508 Stand -Up Table With Drop Waste. Cream, Choc. Brown Base. Carbon Ev Lam Top Misc, 34h, Table, Stand Up, 3'X12d, Drop Waste -Cab 18x11 Door, Waste Can, Waste Chute, 109 1 03500025 Royston Lie 60069345 Top -Flat Lam Carbon Ev 36x12; Cream Tbl6-Ada lvtlsc, Desk, 38h, Cab-34w X 23.5d, Computer Shelf 34w X 15d, Pull -Out Keyboard Tray 24w X 26d, 116 1 00169666 Royston Lle 60020603 f112 175 Top -Flat Powder Coated Metal 34x26, No Hole, Cream Misc, Desk, 31h, Gab-48w X 23.5d, 2 Drawers, Top -Flat Powder Coated Metal 48x26, No Holes; 117 1 00169665 Royston Lie 60019653-012 177 Cream Misc, Desk. 32h, Cab-60w X 23.5d, (1) Drawer 23wx33d, Top -Flat Powder Coated Metal 60x26, No 118 1 03130222 Royston Lie 60019654-012. 175 Hole; Cream 123 1 03300045 Royston Lie 10023125-012 15 Shelving, Flush Power Bar Shelf, 36w X 5d; Cream 126 15 00010002 Royston Lie 10003115 70 Shelving, T-Unit, 54h, 36w X 34d, Wire Grid 16" Base Shelf, 2" Uprights; Cream 127 5 00010003 Royston Lle 10006424 120 Shelving, L-Unit, End Cap, 54h, 36w X 18d, Solid Panel, 16"Base Shelf, 2" Uprights; Cream 128 1 00010010 Royston Lie 10006485 130 Shelving, L-Unit, High Wall, 72h, 36w X 18d, Solid Panel, 16" Base Shelf, 2„' Uprights; Cream 134 2 00010008 Royston Lie 10006414 40 Shelving, T-Unit, End Screen, 54h, 36w X 2d, Solid Panel, No Base Shelf, 2" Uprights; Cream 146 1 03500211 Royston Lie 60079088-012 counter, sink, 34H, cab-18x29 door, top -flat SS 18x30„ sink-15xl5, 12x16x12 splash guard, legs; cream SK18-300-ADA counter, 34H, 300, trash, straight front, cab-20x29 door, 1/2 flap, waste container, 2"LH filler, top -flat 147 1 03500212 Royston Lie 60079063-012 SS 20x30 no hole, legs; cream FFTM20-30D-ADA 148 2 03300091 Royston Lie 10024169-012 Shelving, Slant Back, Feature Item Display (Fid), 54h, 18w X 17d, (4) Shelves, Casters; Cream 154 2 ti3400311 Royston Lie 23020319-015 Kickplate, 29" Side, 29x5.75, Bev Air Condiment Counter, Brown 155 1 03400032 Royston Lie 23017574-015 27" Front Bev -Air Condiment Counter Kick Plate 161 4 03134167 Royston Lie 23015514-015 5 24" Front Kick Plate 162 2 03134169 Royston Lie 23015355-015 6 36" Front Kick Plate 164 1 03134171 Royston Lie 23015356-015 48" Front Kick Plate 165 1 03134185 Royston Lie 23016007-015 7 45 Degree Wedge Front Kick Plate For 23"L X 23"R Counter (Actual Width 9.268") 166 1 03134189 Royston Lie 23016011-015 45 Degree Wedge Front Kick Plate For 23'L X 29"R Counter (Actual Width 17,75" X 3.27") 177 2 03134170 Royston Lie 23015660-016 4 42" Front Kick Plate (For Holler Grill Counter) 178 2 03134180 Royston Lic 23016069-015 6 35„" Side Roller Grill Counter Kick Plate (Actual Width 30") 179 1 03134164 Royston Lie 23015641-015 12"" Front Kick Plate Misc, Slatwall, 4x10 Sheet; Monticello Maple (For Use With B Cigarette Backbaf) 228 3 03400755 Royston Lie 10029680 16.8 Replaces3400754 231 1 03130153 Royston Lie 23012581-012 Counter, Cig, 24h, Cab-24xl3 Locking Door, Top -Flat Lam Carbon Ev 24x13.5 No Hole, Legs; Cream 2'H 232 / 03130154 Royston Lie 23012582-012 Counter, Cig, 24h, Cab-36xl3 Locking Door, Top -Flat Lam Carbon Ev 36xl3.5 No Hole, Legs; Cream 3'H 233 1 03130155 Royston Lie 23012583-012 110 Counter, Cig, 24h, Cab-48x13 Locking Door, Top -Flat Lam Carbon Ev 48xl3.5 No Hale, Legs; Cream 4H Shelving, Pmu, 50h, 3' Phone Merchandiser Unit, Includes (1) Base Weldment, (1) Header, (4) 248 2 03400365 Royston Lie 10026631-012 53 Vertical Graphic Dividers, (8) Pocket Brochure Holder Base, (2) Map Wire Retainer, (1) 606 Power Bar, (90) Hooks; Cream 351 1 03400716 Royston Lie 10024580-012 20 Shelving, Meat Snack, 3 Segment, 36"X14d; Cream counter, 34H, 42D, storage, cab-12x29 door, 1 ad) shelf, top -flat SS 12x42 no holes, 12.5" rear 483 1 03500080 Royston Lie 60069431-012 95 overhang, legs; cream FF1-42D-ADA 516 1 03400275 Royston Lie 10027149-073 13 Display, Tea Merchandiser; Brown Hammertone Replace #03400166 518 1 03400473 Royston Lie 1G028212-00902 65 Misc, Display, Condiment Organizer, 28h X 45w, Wirer Grid Cage, Imagine Graphic Card, Countertop W/Acrylic Bins, Syrup Tray, Lid Organizer; Brown Hammertone Replace## 034GO165 625 1 03400498 Royston Lie 1200 D Island, Coffee Bat 723 1 03400462 Royston Lie 60020865 400 Counter, Coffee, 34h, Wall, Brew Station,. 42d, 2' Sink, 2' Pow/2' Dwr, Top -Flat Ss 24x42 & 48x42, 3 Holes, 12.5" Rear Overhang, Legs, Kickplates; Cream Cb6b-42-Sk1Pow1Dwr-Ada 805 1 00010013 Royston Lie 10003047 Shelving, Shelf, 36w X 12d, Flat Metal Gum/Mint; Cream 816 1 03400470 Royston Lie 60021879-012 Counter, 34h, 42d, Cup/Cond, Cab-36x29 Doors, 1 Adj Shelf, 3 Cup/Cond Tray, Lexan Cover, Top -Flat Ss 36x36, 2 Holes, 12.5" Rear Overhang, Legs; Cream Bbe3-Ice Cof-Ada 842 1 2 03134256 Royston Lie 23012865-012 125 Counter, Sales, 34h, Storage, Cab-2423 No Door, 2 Adj Shelves, Top -Flat Lam Carbon Ev 24x24 No Hole, Legs; Cream Sm2-24d-Ada. 843 1 03134150 Royston Lie 23012847-012 175 Counter, Sales, 34h, Pos, Cab-2423 No Door, 2 Adj Shelves, Pos Shelf. Top -Flat Lam Carbon Ev 24x30 Thole, Slatwall, Legs; Cream Sm2-7(SgI Pos)-Ada Counter, Sales, 34h, Storage, Cakr-24x23 No Door, 2 Adj Shelves, Top -Flat Lam Carbon Ev 2430 844 1 03134151 Royston Lie 23012860-012 160 o Hole, Slatwall, Legs; Cream Sm2-8-2sgl-Stg-Ada 845 1 03115926 Royston Lie 60056481-012 160 Counter, Sales, 34h, Lotto, Cab-2423 No Door, 2 Adj Shelves, Top -Flat Lam Cartoon Ev 2430 18 3/4" X 18 3/4" Cut Out, Cream Slatwall, Legs; Cream Sm2-Leto-Ada 847 1 03116142 Royston Lie 0 310 Counter, Pastry Case A, 62h, 42wx24d, Base Cabinet, Pastry Display, (5) Pastry Shelves, Front Bag Holder, Front Box Holder; Cream 848 1 00010004 Royston Lie 10007161 10 Shelving, Shelf, 36w X 14d, Flat Metal; Cream Counter, 34h, 42d, Trash, Flat Front, Cab-24x29 floor, Flap, Waste Container, Top -Flat Ss 2406, No 851 1 03500t}49 Royston Lie 23002265-012 165 Hole, 12,5" Rear Overhang, Legs; Cream Btme2-Ada 852 2 03400085 Royston Lie 60001096-012 4,5 Shelving, Newspaper Rack, 36h, Rack-18x18, (2) Shelves, (2) Fixed Vertical Metal Dividers, Casters; Cream 854 1 03400294 Royston Lie 10006466 5 Shelving, 36" X 8"D Metal Shelf, 3 Adjustable Positions Counter, Pastry Case 8, 62h, 36wx21d, Base Cabinet, Pastry Display, (5) Pastry Shelves, Front Bag 867 1 03116143 Royston Lie 0 310 Holder, Front Box Holder-, Cream 868 1 03500189 Royston Lie 60075609-086 mist, 76H, CO2 enclosure, 32.5x32.5, locking door, louvered panels; grey Counter, Sates, 34h, StoragelPos 4', Cab-24x23 No floor, 2 Adj Shelves/24x23 No Door, 2 Adj 871 1 03134145 Royston Lie 23012708-012 216 Shelves, Pos Shelf, Top -Flat Lam Carton Ev 48x30 1 hole, Slatwall. Legs„ Cream Sm4-2b(Stg/Pos)-Ada Counter, Sales, 34h, Safe/Storage 4', Cab-30" Safe Back/18x23 No Door, 2 Adj Shelves, Top -Flat 876 2 03115918 Royston Lie 60066521--012 216 Lam Carbon Ev 48x24 No Hole, Legs; Cream Sm4-30t-24d-Ada FOR REFERENCE ONLY E �J C re 0 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W.BATESARCH ITECTS.CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects Drawings and Specifications as instruments ofservice are and shall remain the property ofthe Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 O oC Z N 0 N O � M Q LILI � rn a m C LL Z Z :5U Ln 06 Z CL Z Q a U W O rU '' Z o 444* o O U A AR97905 ; V STFRED RG�i► Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIG NATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE I DESCRIPTION PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 COUNTER FLOOR PLAN AND SCHEDULE 6 5 4 3 2 1 - i I u e a ».taut n r i In.. i •rr 9 Ir 'il rl _ 1 I I I _ � �� I I �� 1 � I 'll 7� 6 5 4 3 2 1 Lr? 00 M ,n 10 1-1 N v Rt I1 C el N 912 912 912 912 900 900 98 978 900 900 901 900 EF-L SCHEDULE ITEM ORACLE QTY MFR MODEL DESCRIPTION SHEET 900 3301660 17 GE BR-22-0-A3-A-V-WHITE 2' X 2' RECESSED LED TROFFER EFL 901 3301661 6 GE BR-22-0-A3-A V-WHITE-EL 2' X 2' RECESSED LED TROFFER W/ BATTERY BACKUP EFL 902 3301373 2 PHILIPS SN232UVlSl SURFACE MOUNTED STRIP FIXTURE WITH PHILIPS LED LAMPS EFL 907 3301333 4 CREE CR-LE-SE4040CSTM 4' LINEAR LED. PROVIDE REQUIRED SURFACE MOUNTING KIT. EFL 910 3301415 7 GE ENS2-0-E3-D150-DKBZ EXTERIOR LED WALL LIGHT EFL 912 3301790 4 PHILIPS OVDR1132UVlSISM 4' LINEAR VAPOR -TIGHT FIXTURE WITH PHILIPS LED LAMPS EFL 916 3301458 1 GE GEW1102441 BAT-SY 2' OUTDOOR LINEAR LED STRIP LIGHT EFL 917 3301459 1 GE GEW1104841 BAT-SY 4' OUTDOOR LINEAR LED STRIP LIGHT EFL 918 3301460 4 GE GEW1109641 BAT-SY V OUTDOOR LINEAR LED STRIP LIGHT EFL 925 3301377 2 PHILIPS LEDPRSPRCL OUTDOOR EMERGENCY WALL LIGHT W/ 90 MINUTE BATTERY BACKUP EFL 931 3301358 3 PHILIPS VERWEM LED EXIT SIGN W/ RED LETTERS AND 90 MINUTE BATTERY BACKUP EFL 935 3301350 4 PHILIPS VU6-CS EMERGENCY FIXTURE W/ 90 MINUTE BATTERY BACKUP EFL 970 3301332 27 CREE SMK-LE-L CREE 1X4 SURFACE MOUNT HOUSING ONLY EFL 971 3301333 27 CREE CR-LE-40L-35K-S LIGHT ENGINE FOR 1X4 FIXTURE EFL 972 3301334 41 CREE AC5-72-PD8-JB NON -FEED PENDANT KIT EFL 973 3301335 5 CREE AC5-18/4-72-PD8-JB POWER FEED KIT FOR 1X4 EFL 974 3301336 27 CREE EJBCR5PK JUNCTION BOX EFL 975 3301337 18 CREE SMK-LE-JP JOINING PLATE FOR 1X4 EFL 976 3301338 9 CREE SMK-LE-EC END CAP FOR 1X4 (PAIR) EFL 977 3301378 12 PHILIPS 421875-19T8/END/48-4000-UNV 4' PHILIPS T-8 LED LAMP EFL 978 3301462 3 GE IS-S4-0-A3-M-V-SLVR 4' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL 982 3301467 7 GE IS-S8-0-A3-M-V-SLVR 8' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL 983 3301468 11 GE IS-C8-0-A3-M-V-SLVR-S 8' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL 984 3301469 2 GE IS-C8-0-AC-M-V-SLVR-EL-S 8' LINEAR LED W/ BATTERY BACKUP. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL El 931 901 931 92 918o o918o I o918o I o918 91 916 900 90 90 910 900 92 E 101 L 11 A r r 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 W W W. BATESARCH ITECTS. CO M TEL: 479.633.8165 Copyright 2016 Bates & Associates, Architects Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. SITE/STORE #: 37745 CONSTRUCTION MANAGER CREIGHTON COMMERCIAL DEVELOPMENT 900 SW PINE ISLAND ROAD, SUITE 202 CAPE CORAL, FL 33991 TENANT 7-ELEVEN INC. 1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 CONTACT: DANIELTUBB STRUCTURAL CONSULTANT SELECT STRUCTURAL 12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 CONTACT: SHAWN ANDERSON MEP CONSULTANT WALTER J. FITZGERALD, P.E. 2566 NEBRASKA AVE., PALM HARBOR, FL 34684 CONTACT: (813) 785-7526 O N �z L N LLI 02rn °F_ M =) r, LJL o M Q M O _J LL gO U Cz wLu Oz a U W o U N rh z O Lo PN M S f /� I I 1 1 1 AR97905 ' Architect Name - RYAN M FAUST Architect Number - AR97905 THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. REVISIONS NO. DATE DESCRIPTION PROJECT NUMBER: 16018 RELEASE DATE: 03/31/2016 LIGHTING PLAN AND SCHEDULE EF-L - LIGHTING PLAN EF-L J 1/4if = 1'-0" 5 4