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EQUIPMENT PLAN
-----------I I I I I rl .� 16'"6" L SETTEEBACK PAD ABACI-IES TO FASTING WALL yell PROVIDE STD. � .'lair $.F.PULL with OFF -SET .®0...'a PUSH BAR I - I I � fAA EMX PROVIDE TACTILE - EXIT (MTD. G EARANGE� it6t80"AFF) ID-e.a I I I • DAd �5�M I al I e =n oIN DIN NG ROOM 4 REFE TO DECOR PA GE KI ID -fin I ❑ � ❑ D I �� � k�� „�, � sf `' IDE TACTILE EXIT SIGN (MTD at 60" AFF) I 9CID-SAJF COMMON TRAVEL DISTANCE PATH 13'-6" 3T-6" _ I Vj LU CEILING HEIGHT: 124" AFF WINDOW SILL HEIGHT: 30"AFF & 6"AFF at FRONT WINDOWS I COMBO. POWER & FLAT PANEL TV BY OWNER. USS RECEPT. (TYP. G.0 TO PROVIDE ELECTRIC L - - - - _in DINING RM.)- - - - AND CABLE FOR TV - - - - I I I WOOD BACKING BY G.C. -- - - - - - - - - - - - - - - - - - - - - SEEDETAILS"s,--7 BK-KIOSK ( Z.0 (SELF -ORDER). PROVIDE (ABV. CL . J-BOXES with CONDUIT & DRAG CHORD BACK TO PANELS & I.T. ROUTER FOR POWER & DATA (TYP. of 2) FLAME GRILLING NOW GRAPHIC BY GRAPHICS VENDOR RESTROOM DOOR RAPHIC BY GRAPHICS B�DEVE DOR HALLWAY SIDE I ELLDDIST®C� 59,-0„ � G.C. TO HANG and j INSTALL INTERIOR _ _ _ _ _ _ _ 0 and EXTERIOR LLIJ I GRAPHICS/ARTWORK ----- --- -----------J EQUIPMENT SCHEDULE 38.04 1 2'-6" X 4'-0" WORK TABLE FRANKE - 18006054 - FRANKE OTHERS W/TOOL DRAWER 40.05 1 WALK-IN COOLER/FREEZER BOX KOLPAK - - - FRANKE OTHERS SEE DETAIL ON K3 40.89 1 REACH -IN FREEZER TRUE T-23F-2-MC 619497 X FRANKE OTHERS W/CORD & PLUG 41.02 LOT COLD STORAGE SHELVING INTERMETRO IND. - - - FRANKE OTHERS - 41.03 LOT ICOLD STORAGE SHELVING NEW AGE - - - FRANKE OTHERS - 42.02 LOT DRY STORAGE SHELVING INTERMETRO IND. - - - FRANKE OTHERS - 43.01 1 DOUBLE SMARTWALL SHELVING INTERMETRO IND. BKSW8446DBL 70003536 - FRANKE OTHERS SEE DETAIL "B" ON K1 43.02 1 SINGLE SMARTWALL SHELVING INTERMETRO IND. BKSW8446 70003807 - FRANKE OTHERS SEE DETAIL "B" ON K1 50.02 1 MICROWAVE OVEN ACP,INC. HOCI8SD 614701 - FRANKE OTHERS W/CORD & PLUG 51.20 2 HS2 HOLDING CABINET DUKE MFG. HS2-34-2086T2R 625171 - FRANKE OTHERS W/CORD & PLUG 51.27 1 HS2 HOLDING CABINET DUKE MFG. HS2-24-2084T1R 624196 - FRANKE OTHERS W/CORD & PLUG DUAL CONTINUOUS FEED TOASTER PRINCE CASTLE DCFT-BK 622087 - FRANKE OTHERS W/CORD & PLUG 3-COMPARTMENT SINK FRANKE - 18003580 - FRANKE OTHERS - V ONE COMPARTMENT SINK FRANKE - 18008223 - FRANKE OTHERS - HANDS -FREE WASH STATION SINK JOHN BOSS & CO PBHS-W-KV-MB-1 617160 - FRANKE OTHERS (1) NOT SHOWN SAFE FIRE KING COMM. BSD2920AAXR 623932 - FRANKE OTHERSWATER FILTER EVERPURE CB20-312 615543 - FRANKE OTHERS SEE DETAIL ON K3 73.11 1 IFILTER FEEDER SCALE INHIBITOR EVERPURE SR-X 70002462 - FRANKE OTHERS - 73.56 1 Ec0310E FRANKE - 70006218 - FRANKE OTHERS - 910.88 1 WATER BOOSTER CORNELIUS - - - OTHERS OTHERS VERIFY W/SUPPLIER 923.90 1 FIRE PROTECTION SYSTEM - - - - OTHERS OTHERS VERIFY W/OWNER 931.90 1 SHORTENING DISPOSAL CADDY SYSTEM VERIFY VERIFY VERIFY - OTHERS OTHERS VERIFY W/OWNER 933.90 1 FIRE PROTECTION SYSTEM - - - - OTHERS OTHERS VERIFY W/OWNER 959.51 1 EGG COOKER AJ ANTUNES ES-1200 620840-1 - OTHERS OTHERS VERIFY W/OWNER 972,00 2 BAG-N-BOX SYRUP RACK VERIFY VERIFY VERIFY - OTHERS OTHERS VERIFY W/OWNER 974.00 1 CO2 BULK SYSTEM VERIFY VERIFY VERIFY - OTHERS OTHERS VERIFY LOCATION W/OWNER 0238 2 FIRE PROTECTION SYSTEM MANUAL PULL STATION VERIFY VERIFY - - OTHERS OTHERS VERIFY W/ OWNER 031B 1 ISHORTENING DISPOSAL CADDY SYSTEM DAR PRO SOLUTIONS B.O.S.S. SPACE SAVER - - OTHERS OTHERS VERIFY W/ OWNER Q79 1 40B-C FIRE EXTINGUISHER VERIFY VERIFY - - G.C. G.C. BRACKET EQ. TO #860/682 by LARSEN 080 1 4A-80B-C FIRE EXTINGUISHER VERIFY VERIFY - - G.C. G.C. BRACKET EQ. TO #8-2/846 by LARSEN 081 1 K FIRE EXTINGUISHER (PLACARD per NFPA 10) VERIFY VERIFY - - G.C. G.C. BRACKET EQ. TO #8-1/864 by LARSEN 90 5 P.O.S. DEVICE VERIFY VERIFY - - VERIFY VERIFY 115 volt, 1 phase, 1.2 amps 090A 7 P.O.S. PRINTER VERIFY VERIFY - - VERIFY VERIFY 115 volt, 1 phase, 1.2. amps 090E 5 CASH DRAWER (NOT SHOWN) VERIFY VERIFY - - VERIFY VERIFY 090C 1 SPEED OF SERVICE TIMER VERIFY VERIFY VERIFY VERFY VERIFY - - VERIFY VERIFY w volt, 1 phase, 1. _ amps COORD. LOCATION w/ OWNER 1 TICKET HOLDER (NOT SHOWN) VERIFY - - VERIFY VERIFY 1 OFFICE COUNTER TOP VERIFY - - G.C. G.C. MOUNTED aT 41" AFF (COORD. w/ DECOR PKG.) 1 FILE CABINET VERIFY - - OWNER OWNER M092A 1 CREW COUNTER TOP VERIFY VERIFY - - G.C. G.C. COORD. w/ DECOR PKG. 1 CREW TRAINING MODULE VERIFY VERIFY - - G.C. G.C. 4 MENU BOARDS VERIFY VERIFY - - OWNER G.C. 115 volt, 1 phase, 7.8 amps each 9 I0HTnnnR WA4TF rf1NTAINFRS (NnT SHnWN) VFRIFY \/FRIFY - - VERIFY VFRIF'Y BUNS BUNS WALL BACKING BY G.C. • KITCHFN iEFER TO KITCHEN EQUIP PKG. TRAVEL DISTANCE re -; ,... .� .� .... 00 WALL BACKING 49'-0" BY G.C. 0238 9 Nxcna? EMX PROVIDE TACTILE EXIT SIGN (MTD. at 60" AFF) I I I I I I I I --� "'L PLAN NORTH EQUIPMENT PLAN SCALE: 114" = 1'-0" at 24"x3G" R. Wulbern Architect PA CL AA - 0003433 Ilc W U (904) 329-2810 tel. 0) ) roben@wulbern.net• O 2 U � N (D c a) n M m G w a c W rnw •0 d ;o a ID w r E E 2" 0 OUTLET PIPE °a (STUB THRU WALL) ?3 m at f 20"-24" ABV. °c C GRADE. COORD. .N with OTHER WALL ' t MTD. ITEMS TO 9s ENSURE THERE ARE -a c NO CONFLICTS/ OBSTRUCTIONS. � N N � c d °) c N0 �pa'w C1 N C � 22 N G � U O a(D 0) m t E c :3 E N U �0 SCANNED BY St. Lucie County EQUIPMENT SCHEDULE ITEM # QTY DESCRIPTION MANUFACTURER MODEL # FRANKE PART # E*STAR SUPPLIED BY INSTALLED BY NOTES 1.15 1 8'-6" MAIN BEVERAGE STATION FRANKE 18012698 FA10403920 FRANKE OTHERS W/ (3) 24" X 36" SHELVES 1.81 1 5-3/4" x 11-3/4" SERVICE CHASE FRANKE - 18000937 - FRANKE OTHERS FOR SODA LINES 2.02 LOT UNDERCOUNTER SHELVING INTERMETRO - - - FRANKE OTHERS - 2.35 1 UNDERCOUNTER 9 CUP DISPENSER BRACKET FRANKE - 18006836 - FRANKE OTHERS - 2.61 2 UNIVERSAL CONDIMENT HOLDER FRANKE - 18003659 - FRANKE OTHERS - 2.71 2 4-COMPARTMENT CONDIMENT BIN HOLDER FRANKE - 18000982 - FRANKE OTHERS - 2.88 1 IEXTREME COUNTERTOP DISPENSER SERVER PRODUCTS - 620754 - FRANKE OTHERS - 4.05 1 83" X 32" DRIVE THRU BEVERAGE TABLE FRANKE 18002420 FA10402793 - FRANKE OTHERS W/CUT OUT F/CHASE AND SINK 4.55 1 DROP -IN HAND SINK STAINLESS FIXTURES SFI-HIS-D1-6105 70003800 - FRANKE OTHERS - 5.06 1 DRIVE THRU COUNTER INTERMETRO 2430FS 209847 - FRANKE OTHERS W/(2) 24" X 30" SHELVES, (4) POSTS 6.01 1 DRIVE THRU WORKSTATION INTERMETRO OKROC2448DT 700005176K - FRANKE OTHERS - 6.52 1 14" X 30" ORDER ASSEMBLY CART INTERMETRO BKBC1430 70004322 - FRANKE OTHERS - 8.06 1 8-CUP DISPENSER BRACKET FRANKE - 623717 - FRANKE OTHERS - 10.25 1 BEVERAGE DISPENSER PRO CORNELIUS 621058579 623130 - FRANKE OTHERS W/CORD & PLUG 10.82 1 CARBONATOR CORNELIUS 41642400 41642400 - FRANKE OTHERS SEE DETAIL ON K3 11.16 1 ICE/SODA DISPENSER CORNELIUS CB3023 70004098 - FRANKE OTHERS W/CORD & PLUG 15.11 1 COMBINATION FREEZER TAYLOR 632D 620916 - FRANKE OTHERS - 15.65 1 FROZEN BEVERAGE DISPENSER IMI CORNELIUS 621260042 70003346 - FRANKE OTHERS W/CORD & PLUG 15.75 1 FROZEN BEVERAGE DISPENSER CART IMI CORNELIUS 621260142BK 623787 - FRANKE OTHERS PRE -PLUMBED; INCLUDES: BNB TRANSFORMER, WATER BOOST, HARDWARE, & TUBING. ALL CONNECTIONS TO BE DONE BY SODA SUPPLIER. 16.21 1 ICE MACHINE HOSHIZAKI KM1301SRH 70003049 X FRANKE OTHERS - 16.41 1 ICE STORAGE BIN HOSHIZAKI 8-800SF 700005358K - FRANKE OTHERS - 16.61 1 ICE MACHINE REMOTE CONDENSING UNIT HOSHIZAKI UCR14F 620714 X FRANKE OTHERS SEE DETAIL ON K3 16.81 1 S/S WALL MOUNTED CHASE FRANKE - M13234 - FRANKE OTHERS - 17.54 1 INFUSION TEA COFFEE BREWER BUNN-O-MATIC ITCB 622290 - FRANKE OTHERS W/CORD & PLUG 17.61 1 THERMOFRESH SERVER KIT BUNN-O-MATIC - 623157 - FRANKE OTHERS - 18.04 3 ICED TEA DISPENSER BUNN-O-MATIC TDO-N-35 619935 - FRANKE OTHERS (1) NOT SHOW 20.57 1 41" EXPO SANDWICH STATION- S/S FRANKE - 18008501 - FRANKE OTHERS - 21.67 1 28" PREP MODULE "B" FRANKE - 18008869 - FRANKE OTHERS - 21.75 1 60" PREP MODULE "A" FRANKE - 18012533 - FRANKE OTHERS - 21.78 1 32.5" PREP MODULE "C" FRANKE - 18011951 - FRANKE OTHERS - 21.79 1 20" PREP MODULE "D" FRANKE - 18011954 - FRANKE OTHERS - 23.26 1 91" BROILER/CONVECTION OVEN HOOD FRANKE 18005479 FS01213 - FRANKE OTHERS F/ NIECO BROILER TYPE- SEE DETAIL ON K3 23.77 1 EXHAUST FAN LOREN COOK 120 CPS 70005539 - FRANKE OTHERS - 23.88 1 ROOF CURB LOREN COOK RCG 3Ox46x18 70005536 - FRANKE OTHERS - 24.24 1 BROILER NIECO JF94G 70008720 - FRANKE OTHERS - 25.11 1 44" MEAT WELL FREEZER FRANKE - 18004826 - FRANKE OTHERS W/CORD & PLUG 30.26 1 35" FRY STATION- ROC GEN3 FRANKE - 18010117 - FRANKE OTHERS W/CORD & PLUG 31.28 1 4-BANK FRYER FRYMASTER 4FQG30U 70008717 X FRANKE OTHERS W/CORD & PLUG 32.10 2 FROZEN PRODUCT DISPENSER FRANKE F3D3 18004863 - FRANKE OTHERS (1) NOT SHOWN; W/CORD & PLUG 33.12 1 68.5" FRYER EXHAUST HOOD FRANKE 18005224 FS01213 - FRANKE OTHERS SEE DETAIL ON K3 33.68 1 EXHAUST FAN LOREN COOK 100CPS 70005538 - FRANKE OTHERS - 33.84 1 ROOF CURB LOREN COOK RCG 30x46xlB 70005536 - FRANKE OTHERS - 36.71 1 MINI COMBI OVEN -STEAMER BLODGETT BLCT-6E 70008162 - FRANKE I OTHERS WITHOUT CORD & PLUG 36.97 1 COMBI OVEN STAND BLODGETT 61755 70008609 1 - FRANKE I OTHERS - 37.01 1 HOLDING BISCUIT CABINET CRESCOR H339135BKC3 614704 1 X FRANKE I OTHERS IW/CORD & PLUG OF,F(aR 9/14/2018 11:30 AM 0 w L � z x W d O_ to N chi z O > LLJ a w 4 S2 IL m m U.U. W F- `g O O v O a rn N o o G J � N O It W ` O O z r U �O z W - W= °°a& a u o a- SEVEENst I/\URANT5 VERTIC ' bmvERu, ... .c 1. 0 J C0 "tift./ t"""" N Ln CV z < N • • 0 H rn m � Y a 'Z V MO Z�� _7CO H N/JL�aW z LU O W� O me frl zCLO)U) 0 J z� Q m w LL Q (n M ( z _ a LU LL _I (n z r w a J H LL z o o W W W EQ-1 4 SIM. SIDES 27 Vi,-4" 1a I� A-10 1 27 Na0' ❑ SIDES I - v a488„ o I g 48" 1 A 3 r7- -j I 12 Florida Business,,,Division of Hotels and Restaurants Professional Regulation WVVVVMyFloridaLicense.com/dbpr/hr FIXED PUBLIC FOOD SERVICE OPENING/LICENSING INSPECTION CHECKLIST Please read all documents that are returned to you when your plans are approved. The Plan Review Specification Worksheet and the approval letter will list all items that you must complete before your establishment is ready for inspection and licensing. If you make any changes to the approved plans during the construction permitting process or during the build -out, you must immediately notify the Plan Reviewer. If you have alcohol beverage papers, they can be signed in the local district office once your plans are approved. Immediately after we received your plans, you were sent a letter advising you to mail your completed Application for Public Food Service License and correct license fee to Tallahassee. If you have not already done so, please attach a copy of the plan approval letter and send in your license application and fee at this time. Your application for license and license fee must be processed before an inspection can be scheduled. When construction is complete and your establishment has received all approvals for a Certificate of Occupancy from the local municipality (if applicable), you are ready for an inspection. If you have not already been contacted by your inspector, call the Customer Contact Center at 850-487.1395 to request an "Opening Inspection". You will be asked for your name, contact phone number, establishment name and address, and the plan review file number. Do not call to schedule an opening inspection unless you are absolutely ready. If all required items are complete, your inspection and licensing can proceed more quickly. Have the following at the time of inspection: Your copy of the division approved and stamped drawing (blue print) and specification worksheet Three -compartment sink installed and working properly. Drainboards provided (or equivalent shelving installed). All hot and cold holding units working correctly and provided with thermometers; stem thermometer, properly scaled (0- 2200F) available to measure food temperature with a current valid tag; ro erl _ Portable and/or hood fire extinguishers providedg, p p y sized/mounted. ent surface;drain lu s installed tight -fitting lids. Dum ster/ rease barrel located an a nonabsorb _ p 9plugs , 9 9 LP-gaslnatural gas tanks properly installed and protected (if applicable); CO2 and helium tanks secured in place. Soap/paper towels/handwashing signs at handwash sinks; hot/cold water promdedtfunctioning at all sinks. Consumer Advisory provided (serving raw/undercooked animal foods); oyster warning sign (serving raw shellfish) No bare hand contact with ready -to -eat food without an approved Alternative Operating Procedure. Backflow devices (vacuum breaker) installed on all threaded faucets; no utility lines installed horizontally on floor. Lights installed and functioning; light shields installed; no extension cords used. Chemical test kit provided (for manual sanitizing orwiping cloth containers), if applicable All floors, walls and ceilings smooth, nonabsorbent and easily cleanable; weather stripping installed (as necessary) around exterior doors; all raw wood sealed Exterior/bathroom doors self -closing; covered waste container in women's'restroom Choking poster/information provided in area visible to employees DBPR Form HR 5024-017 2011 June 30 F�CE OF F UNDATION I I- - 68" 10 9 A-10 xi - 10 1 �l 16 2 OE4� <r high 16-6' L SETTEE BACK PAO'�TTACHES TO EXISTING WALL chair Ij L L O O ti I I Yi I I ti I MI■IIIIIII■IM --85'-9i"- 12'-10�" 7'-2j" 2'-10j"- 1,_33„ 1 -3 2 4 7 10 6 A-3 I A8 27 FIB 4 'yµ 16 I rla c d - a �I �IN m m 11111101111111111"II � ��II ri._C � S1„ I I 2 Oo zs CONDUITS FOR D/T LOOP & OCU 2 ALUMIN. 48" x 36"h. A-2 GD. RAIL (SEE DETAILS E & F SHT. A1-5) 23 io } I I < 1 < -IN BK-KIOSK (S F-ORDER). ---- DINING ROOM PROVIDE(ABV LG) 4 56 SEATS J-BOXES with CO IT I 5 +- (REFER to DECOR PKG.) I DRAG CHORD BACK TOr PANELS & I.T. ROUTER FOR I� O� POWER &DATA (TYP. of 2) III +', a µs W IIZ _ (g . + L 2 6 + o O Y3"-,1 1 9 1 KITCHEN w (� �� I + 5 (REFER to EQUIP. PKG.) 17 �d I U m Lu � � I I 3' r3j' 1 15 1, 4 -� 5 q I �� 4 II I _ _ 1 �� In � � 4 II _ oil �', ll �, 5 ai=l �� I l T I. 5,_ „ I 5s� o OFFICE „ REFERENCE SHEET A-3:10 9 j MSTR. CONT. • FOR TOILET ROOM DETAILS CORRIDORMAUAL rd- I 20 ONNOFF -- O ---- -tom ---�- �.�-- ---5 © 7 - - - I 1j' + 5„ O I 5 1 lWALL + / -- -J MTD I+' --T-7 - 10'-12 I 1 ?'j;a WO �f� +�MEN 7 +o -I- II C20 41" 4RE + I +' J _ .... + L_ r A- - - - - - - - - - - - - - - - - CORNER 27 I °o " WRAP J 1.1 rt 27 CORNER M 10 PROVIDE FLOOR L- - - -10 1 MOUNTED HEAVY DUTY I - I CHAIR CARRIER AT ALL I WALL MOUNTED LAV'S. SIDES 27 ` - SIDES 27 SIDES 27 J (SEE PLUMB'G.) I II 2 2 3 10 4 1 5 A-8 A-3 A-7 A-7 A-8 I -4 III C-2 " 4 11- � 111 V-41„ 8'-10j„-- 8 C -3,_3,,.._ 16 16 =9" R. Wulbern N Architect PA 8 „ y d +�1 _ / ,✓1 -5i o o AA )o29-261 uc. A 9 4j" I A-9 A 8 y U (994) 329-2619 tel. WRAP -\ 2 N U robert@wu,bern.net. CORNER 27 r 16 ro I u ll.Yal � A. sxxxsxx;x ® GINt� Ibum I 5 ANUSL TEL. 5 PU'L STA CAB 5 A + g + INTERIOR PTN. FASTENING: KEYED NOTES: O A. METAL (CFSF) FRAMING ATTACHMENT INFORMATION:. 1. SELF -SERVE DRINKS AND CONDIMENT STAND. REFER TO KITCHEN EQUIP. OPTION t: • SILL -to -SLAB; (1) 0,157 0 POWDER ACTUATED FASTENER (PAF) with EMBEDMENT PKG. r r D ,�, C E , r , 'D , 'IV, at 24' O.C. (ADJACENT TO EACH STUD). 2. STEEL BOLLARD - REFER TO STRUCTURAL. no 'ANLL IN CNE CADUICT , Linl:T Tn DE • STUD -to -SILL: (2) #10 SELF -DRILLING SCREW. 3. ELECTRIC SERVICE. REFER TO ELECTRICAL DRAWINGS. C"J A, 4" "'C" CCNC°LT CURD FCrErdEWfF- • STUD -to -TOP PLATE: (2) WAFER -HEAD SCREW (OR AS REQUIRED BY TRACK MANUF.) 4. SERVICE COUNTER PARTITION BY G.C. REFER TO DETAILS ON SHEET A-3 ;��� �,. 61IEET-E 5 F@fi---ABB WhIPPF9RMA0, FOR ADDITIONAL INFORMATION. COORDINATE FINISHES and INSTALLATION 13. PROVIDE 10 x10' FINISHED OPENING THROUGH WALL CENTERED AT 13" A.F.F. TO SLOTTED DEFLECTION TRACK with JMAX. GAP BETWEEN TOP of STUD and TRACK. RESPONSIBILITIES WITH THE DECOR SUPPLIER. MAXIMUM COUNTER HEIGHT = FOR ROUTING OF UTILITIES. • TOP PLATE -to -BOTTOM of TRUSS or DECK; (2) #10 SELF -DRILLING SCREW at EACH 32" A.F.F. 14. CAN WASH - DUROCK SUBSTRATE ON ALL THREE SIDES, FLOOR TO CEILING. TRUSS, BLOCKING or DECKING at 24" O.C. MAX. 5. CORNER GUARDS - REFER TO DETAIL #4, SHEET A-1.1. 15. OFFICE WINDOW - REFERENCE SHEET A-13 #F. B. WOOD FRAMING ATTACHMENT INFORMATION:. 6. MENU BOARD BULKHEAD ABOVE. REFER TO DETAIL 1, SHEET A-4 16. 4 J" FURR-OUT ELEMENT (3 I" CFSF OVER FRAMING, DIMENSIONS ARE FACE • SILL -to -SLAB: (1) TAPCON (OR EQ.) at 48" O.C, with 1 EMBEDMENT into SLAB. 7. INTERIOR WALK-IN BOX WITH FLOOR SURFACE MTD. ON CONCRETE SLAB. OF SHEATHING TO FACE OF SHEATHING) AT TOWER. REFER TO STRUCTURAL • STUD -to -SILL: (2) 8d TOENAILS. VERIFY SIZE WITH MANUFACTURER. and WALL SECTIONS. FRAME AS REQUIRED FOR FINISH DIMENSIONS. • STUD -to -TOP PLATE: 2 8d TOENAILS or END NAILS. () 8. PROVIDE ADDITIONAL BLOCKING IN WALLS BEHIND PLUMBING FIXTURES FOR 17. OR REFER TO DECOR PACKAGE. TILE FLOOR ( ) • TOP PLATE -to -BOTTOM of TRUSS or DECK: SIMPSON DTC CLIP at EACH TRUSS, SUPPORT OF WATER LINES AND BEHIND URINAL SCREEN (TYPICAL). 18. DRIVE -THROUGH SLIDING WINDOW, BLOCKING or DECK (24" O.C. MAX.) with }" MAXIMUM GAP BETWEEN BOTTOM CHORD of 9. ALL WALLS AT EXPOSED TRUSSES TO BE FRAMED AND I" GWB (MMR) 19. +++++++ INDICATES 5/8" PLYWOOD BACKING ON WALLS FOR EQUIPMENT TRUSS/BLOCKING/DECK and WALL TOP PLATE. FINISHED TO THE ROOF DECK. AS INDICATED ON PLAN OR SHELF SUPPORT FROM 48" A.F.F. TO 96" A.F.F., 1 10. LINE OF AWNING/CANOPY ABOVE. BEHIND 3-COMPARTMENT SINK AND PREP SINK AND ON BULKHEAD AT MENU 11. SUBSTRATE PANELS: BOARD WALL FROM 6'-8" A.F.F. TO BOTTOM OF ROOF TRUSSES. KITCHEN - CREW - RESTROOMS "DUROCK" 20. COUNTER TOP and PROVIDE SHELF CONT. AROUND PERIMETER OF OFFICE, - 5/8" USG PANELS AT FINISH FLOOR TO 24" A.F.F. REFERENCE DETAIL #6, A-1.1. 5/8" WATER RESISTANT GYPSUM BOARD FROM 24" A.F.F. TO 6" 21. USG 5/8" DUROCK (KITCHEN SIDE) with J" EXT. FIRE TREATED PLYWOOD and ABOVE FINISHED CEILING. BLOCKING ON 7/8", 18 GAUGE FURRING AT 16" O.C. BEHIND HOOD. WALL PROVIDE ALTERNATE BID OF 5/8" USG "FIBEROCK" PANELS IN LIEU OF TO EXTEND 18" BEYOND EACH END OF HOOD, DUROCK. 22. STAINLESS STEEL PANELS BELOW AND 18" WIDE AT EACH SIDE OF HOOD SUPPLIED BY HOOD MANUFACTURER AND INSTALLED BY G.C. DINING ROOM - CORRIDOR 23. 4" CONCRETE WALK BETWEEN DRIVE -THROUGH BUMP -OUTS (SEE CIVIL). 5/8" TYPE USG "SHEETROCK" TYPE "X" GYPSUM WALL BOARD. 24. PROVIDE 4" PVC BETWEEN DRINK STATION(S) & FREESTYLE UNIT(S) and FINISH: CORONADO PAINT - LIGHT ORANGE PEEL APPLIED WITH BAG-n=BOX STATION FOR DRINK SYSTEM PYTHON. CORONADO AIR ASSIST TIP (Z-122KD) OR EQUAL 25. NUCO2 LINE SERVING FROZEN COKE MACHINE (#15.65) SHALL BE INSTALLED 12. ELECTRICAL PANELS INSIDE WALL. OPTION #1: 26. PROVIDE 3 I" CFSF FRAMED WALL with J" GWB and FRP FINISH. CONCEAL RECESS ELECTRICAL CONTACTOR PANEL AND PANELS "A", IT AND WALK-IN BOX CONDENSATE (ROUTED TO MOP SINK) INSIDE WALL. I'M" IN FURRED OUT WALL ADJACENT TO EXTERIOR FRAMING. G.C. TO 27. NICHIHA WALL PANEL SYS. over AIR/WATER BARRIER and J" EXT. PLYWD. VERIFY PANEL SIZES PRIOR TO FURR-OUT TO INSURE ADEQUATE SHEATHING and 3 1" CFSF at 16" O.C. MAX. I SPACE. U Q. I � m c i� o A 12 Epp � C 9) .(D ^\ V y .......__ F\ > a � E o� y or 14 r•Ma c w � � N A-12 I � L c yN Val a NUCO2 FILL COX f6 w/ 4" PVC C ASE d N (CHORD. w/ y o NUCO2 VENDIIR) c v � c v m I N1 T y U L d _ ID O OA-3 A-11 c Ili.E �o t C c d YE NU FF-- -aa NORTH e L FLOOR PLAN 1 c GENERAL NOTES: A. EXTERIOR DIMENSIONS ARE TO FACE OF SLAB EDGE, INTERIOR DIMENSIONS ARE TO FACE OF c FRAMING. B. OVERALL DIMENSIONS TO EXTERIOR WALLS ARE THE SAME AS TO THE OUTSIDE FACE OF FOUNDATION WALL BELOW. C. ALL ANGLED WALLS ARE AT 90' UNLESS NOTED OTHERWISE. D. FIRE EXTINGUISHER and BRACKET w/ STRAP, SHALL COMPLY WITH APPLICABLE BUILDING c CODES AND LOCAL RESTRICTIONS. • 40-8-C BRACKET EQ. to #860/682 by LARSEN. _ • 4A-80B-C BRACKET EQ, to #B-2/246 by LARSEN F • K-TYPE BRACKET EQ. to #B-1/864.by LARSEN - E. ELEVATION OF DRIVE -THROUGH LANE 2" (MAXIMUM) BELOW FINISH FLOOR ELEVATION. DRIVE -THROUGH LANE AT SAME ELEVATION AS FINISH FLOOR IS PREFERRED. REFERENCE `- DETAIL #5, SHEET A-1.1 c G. FOR DOOR AND WINDOW TYPES, REFER TO SHEET A-13. i H. PROVIDE GROUT CAULK JOINTS AT ALL TILE LOCATIONS (INSIDE CORNERS, DOOR JAMBS, L ETC.). COLOR TO MATCH ADJACENT GROUT. `- I, ALL PLUMBING STUB -OUTS and EXPOSED PIPING SHALL BE COPPER (WITH PLASTIC c ESCUTCHEON PLATES AS REQ'D,). NO PVC PIPING SHALL BE EXPOSED. J. ALL INTERIOR SCREWS and FASTENERS IN KITCHEN BACK -AREA (INCLUDING THOSE REQUIRED t TO HANG SHELVING) SHALL BE STAINLESS STEEL (NO EXCEPTIONS). i t G i c L PEEOfft oq� C. WLIZ D ARG 9/14/201811 16 AM 65- 63- F 0 0 z 0 W W a Z N Y Q z >? z Y Y IL O rj Of Lu CW7 CW'J 0 m m LL u- ~ � O 2 ` N d � J � 0i N Mo r, O s O � Z"o W Lu �O Z U W - _ a W 0 U O 0 a_ SEVEN ft ' VERTIC L C O TOM N.A °� r/ Z N �N .. �0 • LU M Z� xo 0� p Z_ W u O W60:)o W °L) O0o J m�ZLO r �i Z N w n > 0 O 0 w Q W w J F- Z o z p F- F- w w s ■ROD 4'-3„-- r • v ro ■ —4'- F' M8iO St. Lucie County Fianning ar, vevetopmai1, �wr..u`� •-era•-•••�••- -- Building & Regulations Division - -_ Product Review Affidavit Permit#: Building Address: 6598 SOUTH U.S.1 -ST. LUCIE COUNTY, O enin Schedule: Swin Doors, Overhead FL # or Opening Product Model # Manufacturer Glass Description Miami -Dade FL 34952 Contractor. Doors Sliding Doors, Fixed Glass, Windows & Sk li hts Building Design Product Design Attachment Method Type, Size, Spacing & Embedment pressure Pressure 36H Medium Stile YKK, AP Impact Rated, Low-e, 1 FL 16554.1 Storefront Door Door America, Inc. Insulated Jamb: Sill: (2)1/4" S.S. Hitti Kwik Bolt-3 Anchors (1 1/4" min. Embed.) Head: 1/4" ITW Tapcon (1 1/4" min. Embed.) 1/4" FH INN Tapcon (1 1/4" min. Embed.) +52 psf / -69 psf +70 psf / -90 psf Sill: (2) 1/4" S.S. Hitti Kwik Bolt-3 Anchors (1 1/4" min. Embed.) Head: 1/4" ITW Tapcon (1 1/4" min. Embed.) Jamb: 1/4" FH rrlMTapcon (1 1/4" min. Embed.) +52 psf / -69 psf +70 psf / -90 psf 36H Medium Stile YKK, AP Impact Rated, Low-e, 2 FL 16554.1 Storefront Door Door America, Inc. Insulated Sill: 1/4" ITW Tapcon (1 1/4" min. Embed.) Jamb: 3/8" x 5" rTW Dyne Bolt Sleeve Anchor (2" min. Embed.) +52 psf/ -69 psf +114 psf / -114 psf Hollow Metal DL Series Door and Republic Doors N/A 3 FL 15868.1 Door ME Series Frame and Frames Sill: 1/4" ITW Tapcon (1 1/4" min. Embed.) Jamb: 3/8" x 5" rfW Dyna Bolt Sleeve Anchor (2" min. Embed.) +52 psf I -69 psf +114 psf /-114 psf Hollow Metal DL Series Door and Republic Doors Impact Rated, 9 FL 15868.1 Door ME Series Frame and Frames Insulated Sill: 1/4" ITW Tapcon (1 1/4" min. Embed.) Jamb: 3/8" x 5" RW Dyna Bolt Sleeve Anchor (2" min. Embed.) +52 psf/-69 psf +114 psf /-114 psf Hollow Metal DL Series Door and Republic Doors Impact Rated, 10 FL 15868A Door ME Series Frame and Frames Insulated Sill: 1/4" ITW Tapcon (1 3/4" min. Embed.) Head: 1/4" ITW Tapcon (1 3/4" min. Embed.) Jamb: 1/4" ITW Tapcon (1 3/4" min. Embed.) +47 psf 1-59 psf +65 psf / -05 psf P P AP Impact Rated, Low-e, Stow Storefront Series A FL 14218.4 Window Ser es YHS-50-FI America, Inc. Insulated B FL 14218.4 Storefront Window Series YHS-50-FI YKK, AP America, Inc. Impact Rated, Low-e, Insulated Sill: 114" ITW Tapcon (1 3/4" min. Embed.) Head: 1/4" ITW Tapcon (1 3/4" min. Embed.) Jamb: 114" ITW Tapcon (1 3/4" min. Embed.) +47 psf/-59 psf +65 sf/-05 psf P YKK, AP America, Inc. Impact Rated, Lower, Insulated Sill: 1/4" ITW Tapcon (1 3/4" min. Embed.) Head: 1/4" ITW Tapcon (1 3/4" min. Embed.) Jamb: 1/4" ITW Tapcon (1 3/4" min. Embed.) Sill: 1/4" ITW Tapcon (1 314" min. Embed.) Head: 1/4" ITW Tapcon (1 3/4" min. Embed.) Jamb: 1/4" ITW Tapcon (1 3/4" min. Embed.) +47 psf / -59 psf +65 st/ 65 psf p C FL 14218.4 Storefront Window Series YHS50-FI +47 psf /-59 psf +65 psf / 65 psf p P D FL 14218.4 Storefront Window Series YHS-50 FI YKK, AP America, Inc. Impact Rated, Lowe, Insulated YKK, AP America, Inc. Impact Rated, Lowe, Insulated Sill: 1/4" ITW Tapcon (1 3/4" min. Embed.) Head: 1/4" ITW Tapcon (1 3/4" min. Embed.) Jamb: 1/4" ITW Tapcon (1 3/4" min. Embed.) +47 psf/-59 psf +65 psf / 65 psf p P E FL 14218.4 Storefront Window Series YHS50-FI 1 FL 14218.4 Storefront Window Series YHS50-FI YKK, AP America, Inc. Impact Rated, Low-e, Insulated Sill: 1/4" ITW Tapcon (1 3/4" min. Embed.) Head: 1/4" ITW Tapcon (1 3/4" min. Embed.) Jamb: 1/4" ITW Tapcon (1 3/4" min. Embed.)I +47 psf / -59 psf +65 psf /-65 psf Series YHS50-FI YKK, AP America, Inc. Impact Rated, Lowe, Insulated Sill: 1/4" ITW Tapcon (1 3/4" min. Embed.) Head: 1/4" ITW Tapcon (1 3/4" min. Embed.) Jamb: 1/4" ITW Tapcon (1 314" min. Embed.) +47 psf / -59 psf +65 psf / -65 psf 2 FL 14218.4 Storefront Window Product Model# Manufacturer Attachment Method Type, Size, Spacing & Embedment Building Design pressure Product Design Pressure Duro-Last#14. HD with Duro-Bond Plate #1302 (1 per 2 sq.ft.) / Roof: Single Ply (FL 1559 W-13) DL50 Duro-Last Duro-Last Roofing, Inc. 3/4" min. Penetration thru Plywood 0.9" min. Embed. In Truss +50 psf / -85 psf +90 psf -90 psf CEE-Rib Cont. Clip (20" o.c. Field and 10" o.c Perimeter & Corner) 1-108.5 Roof: Standing Seam (FL 11241.1) CEE-Lock Panel Berridge Mfg., Co. #10-13 Pancake Head Screw 3/16" min. Penetration thru Plywood +50 psf/ -85 psf +108.5 psf psf P P Steel 30"x36" (S-20) The Bilco Co. 3/8" x 2" Galy. Lag Screw With 3/4" Flat Washer in 2x Framing (3 per side) +28 psf / -57 psf +70 psf / -70 psf Roof Hatch (FL 15110.2) Briscoe Shutters, Inc. Hinges: 1/4" x 4" Crete -Flex SS4 Masonry Hex Head Screws (1 1/4" min. Embed.). Provide Eight (8) Fasteners min. each Shutter. Hold -Open Rod: 1/4" Boft with Nut Each End +50 psf / -63 psf +79.2 psf / -90.2 psf Bahama Shutter Bahama Shutters (NOA 16-0201.20) I have reviewed the above components or cladding and I have approved their use In this structure. These products provide adequate resistance to the wind bads and forces specified by current code provisions. — - ------- Name: ROBERT C. WULBERN Signature: Certification Number AR-12240 / AA-3340-- Date: 0328/18 - - -I, -- -- AM a 0 O I in 0 I N `r N 1� I 16'-7" - -20 -2a„ RECESS FOR WALK-IN BOX COORD. SIZE & DEPTH w/ SUPPLIER --8'_7" — R. Wulbern 1ri Architect PA f 'a AA-0003433 k . U U (904) 329-2510 tel - 0) U robert@wulbeni.net - PLAN NORTH PLUMBING DIM. PLAN 1 SCALE: 1 /4" = P-0" at 24"x36" jk COORDINATE THE FINAL LOCATION OF FLOOR SINKS and HUB DRAINS WITH OWNER and EQUIPMENT. P C. D ARG� 911V201811:31 AM O w w U z z W U) Z O v1 r c� z z N W W Y W w O O LL m m r h r W Q O O O N 00 0 < d _ m n U U � C)[if X E m O r\ a S 3 z W U �O Z Y U W W 7 — CK 2 Q o U OO o SEVEN�iR! ;tAUR�+l�S VERTIC' L La w to D W m O z Q 0 z Q z z w 0 w z O U z O ty w x 0 W z z z 0 U z 0 G U m v/ V r N LO z • co Z� Y p �O Z LL aW = } 0�0 �� ~ w =�WcoJ m0zL(00(/) Z 0 LcL I G � z_ w a Cm m G W = 0 H W W S (/J O w z 0 z Z 0 w x A-1.2 BK S-12b Monument BIRO" OAH Illuminated Double Face Page 2 of 22 3" 125 RED PCB FABR. LENS BUILDING SIDE VIEW SCALE: lrr = 1'-O' M; FRONT VIEW SCALE: Irz = V-0' 7§" THK. BASE PLATE BY/ 5"x5"x-25 SUPPORT STL- OILLUMINATED CLADDING FIXTURE: CAP LENSE TO BE .177" PIGMENTED RED (MATCH PMS 187) POLYCARBONATE SOLAR GRADE BENT W/ HEAT STRIP TO ACHIEVE 90' BEND RETURN, CAP END. TO HAVE SHIP SEAMS AND CORNER SEAM. HELD IN PLACE VIAALUMINUM CHANNEL 4" MOUNTED TO CLADDING RETURN. CHANNEL PAINTED TO MATCH FACE. ALL ILLUMINATION BY LED CONTAINED WITHIN, POWER SOURCE ADJACENT TO LED. ALL HARDWARE & CONNECTIONS TO BE ULAPPROVED. FACE: TO BE ,177" CLEAR SOLAR GRADE POLYCARBONATE W/ UV INHIBITOR VACUUM FORMED TO CREATE CONVEX DOME SHAPE TOTAL. DECORATION GRAPHICS TO BE 3M TRANSLUCENT VINYL ON 2ND SURFACE W/ WHITE DIFFUSER. ROAD SIDE VIEW SCALE: lJ7 = 1"-0` isCABINET: TO BE FABRICATED OF ROLLED ALUMINUM FRAME wl .080 BACKS & .063 RETURNS. WELDED CONSTRUCTION ALUMINUM INTERNAL BRACING. ACCESS INSIDE CABINET BY FACE REMOVAL, RETURNS TO BE .063 ALUMINUM ROLLED. RETAINERS TO BE ALUMINUM PAINTED BRUSHED ALUMINUM TO MATCH RETURNS. CABINET INTERIOR TO BE LINED W/ LIGHT ENHANCING FILM OR PAINT. ALL HARDWARE TO BE CORROSION RESISTANT. LED APPLICATION (2) SINGLE FACED CABINETS BACK TO BACK @ 5" DEEP EACH. ILLUMINATION: LED, WHITE GE LED MOUNTED TO BACK OF SIF CABINET. ALL HARDWARE & CONNECTIONS TO BE MET APPROVED. ELECTRIC:120 VOLT 20 AMP PRIMARY ELECTRIC CIRCUITS BROUGHT TO BASE OF SIGN AND FINAL CONNECTION BY BUYER STEEL SUPPORT: STEEL CONTINGENT ON ENGINEERS SPEC. AND WIND LOAD REQUIREMENTS DIRECT BURIAL STEEL AND CONCRETE FOUNDATION NOTE: ALL MET LABELS TO BE PLACED OUT OF EYE SIGHT COLOR NOTES: BACKS: .090 ALUM. w/ WHITE FINISH RETURNS/ RETAINER: 5"x.063 ALUM. (STAPLED & CAULKED) PRE —FINISHED BK SILVER/ WHITE FACE: FORMED (VOID) .118 CLEAR PCB BUN LOGO: 3630-125 YELLOW ACCENT RING: 3630-8703 BLUE COPY/ RTM: 3630-33 RED BKG'D/ BUN ACCENT: 3635-30 WHITE DIFFUSER ILLUMINATION: GE TETRA MAX (7100K) ***VINYL TO BE APPLIED 2nd SURFACE*** ELECTRICAL NOTE —Actual # of circuits to be determined by a licensed Electrical Contractor. TOTAL AMPS: 1.70 # OF CKTS: 1 20 AMP(RECOMMENDED) VOLTS: 120 ALL SIGNAGE WILL BE (U.L.) LISTED, (U.L.) 2161 COMPLIANT AND CARRY (U.L) LABELS. '/8"x1Y2" DEAD SOFT F—MOLD ALUM. RETAINER ATTACHED WITH (2) Y8" POP —RIVETS LOCATED AT THE SEAM AT THE TOP OF THE CABINET AND GLUED EVERY OTHER FOOT WITH DEVCON PLASTIC WELDER 1 4.3?(1 3/B"O RIVNUT FORMED (VOID .118 CLEAR FACE 3/8" 0 THREADED ROD w/ REQ'D BLOCKING WHITE TETRA MA) LED (7100K GE POWER SUPPL) STRAIN RELIEF 5%.063 ALUM RETUR SWITC .090 ALUM. BAC %"x1Y2" DEAD SOF- F—MOLD ALUM. RETEAINEI` WEEP HOL w/LIGHT BAFFLE KGP ON OFF *NOTE: INSTALL TOGGLE SWITCH TO OPERATE (ON/OFF) IN THE HORIZONTAL POSITION. SWITCH IS,THI551GNIG ELECTRIC INTENDED TO BE I.T T EO IN ACCORDPNCE WITNTHE G TUNGc,ELG REQUIREMENTS OF ARTICLE 0000E THE NATIONPLELELTAIC,TL LODE CON LTIOH9 AE �Fxs,a.:eeR Enzsw turtn SIGN BONDING OF T„EL SIGNEe. THIS INCLU0E5 PROPER -- GPOUONDntilAn', FEDERAL ^^ani gFao Revisions: Account Rep Client .DescriptionProject�/eJ7hA&UMOS HEATH Tx- 1%BNVIYP.ON «PSrSWC U-E,f6i II, DLM Project Manager: Project g Allen Industries, Inc. requires tltaf an" ❑POprovetl"drawing be obtained Copyright Allen Industries, Inc. 12/151i7 Issue Date Client a r Kin #576 Bur e 9 �. YOUR BRAND AT ITS BEST" «nmWe.U.Las as. N✓ Az Kg LwgwMl n['Sa'r Ar'N+rli°. TR nowF.1hi„krona. Drawn By: hen the tlienl plot to atry production release orpanxALn release revsbn. Thssan aligina.Lryuu6led dmMng, aeatetl byalen lMusfies, Inc. This daangs 1 - 6598 US HWYI SIGN COMPANY Crtxmrrvix. Ho,s[on, Tx.corOus cNrsvTx-[nDlanapDlu.IN ❑ ved ❑ vedasNoted ❑Revise&Resubmit ApPm rva ra+r eY etheieyoe 2 _ SUbTxed pro in confillence(a use sot n connection wain tlE fora Aid to be shown toenyroneoueide your Inc andor Port St. 34952 1-800-967-2553 WWW.FeOeralHealh.COm 1-twIIIe.0- morAir, TN- Grffi°n. WI -Delaware, off GA C°lors ne cteO In IDis Renperin Ma No[Ma[ch Nc[ual FlnlsheE Materials. Refer To Product Samples For Exact Color Match. p' e Y pe L { CONES musF U.L. usiEo alto*rWrn.rB n c COMPONE MEET F Noma planned repusnies, exil n'vation,tmr used repoduced r<pied aerhi6ileb in fashion wtaRoevar. The _ SI1NA (YICR d2VidgleXteN� arty lta �,d�be" File �1]�4 PM V1rww. allenindustries.eom irr'.ero°x, IL -AG .All,1�cMnra. Tampa. FL-QaDDnaaPam.FL.GAamp. FL Client ApprwaVDate: ITSNAG PLi+naatoaasalne. E ALL x.E.<. srnxow.os TO COMPLY WITH <a A"° Title Date roadanldANmthtlusnies,Inc.)rerrau he pIX✓enydNlen lndusvies, H[L - - g Sales_ Design LB �B 12704 DuPont Clyde Tampa, FL 33626 31 655-4415 (8001 284-3284 Fax (8131 854-3037 Building Quality Slgnage Since 1901 Landlord Approval/Date: Rt PROPER FTHE IS E.`,D STANDARDS. ALL SIGNS. ° AN E 0' 7Y1119/155- OG l;i itTi �5T1^T3riT�' —�� F i IE ., ��aa�� • �• REFER TO EXTERIOR ELEVATIONS FOR SIZES i Lic�htinc� Solut' F �I � ! r 019455 - 0611C 3/8" W O Y w� wz00 w OFF Ei Lu W J W W I �— REFER TO EXTERIOR -_ ELEVATIONS FOR SIZES r 3" VINYL STEAM -- SIGN TYPED FRONT ELEVATION SCALE: 3/4"=V-0" SINGLE FACE WALL SIGN REFER TO EXTERIOR ELEVATIONS FOR QUANTITIES METAL PAINT FINISHES Project / Location: INIJ PAINT(SILVER)- SPRAYLAT MARKA(BRUSHED ALUMINUM #171S) SEMIGLOSS 3-M VINYL COLORS Cry 2nd SURFACE BLUE3630-8703 RED 3630-33 YELLOW 3630-125 WHITE 3635.30 Revalons: ReNsu,ns Pro ec[/Location ps. This original drawing Rgett/Location: Account Re 1 MarAuraLw,lr,g FadImPE: Account Rep: Manuraawmg FaDNDeS: P _'.mfER is provided as part of a FEDERAL fJ1FEDERAL orPa.LNaT. cA-Ewas.Tx aaDnwTNk. T)[-DwR.we. off 6"I Job Numner; «awrc. e+ ENk inn-,aaer men-oeu+ae. off HEATH Project Manager ING planned project HEATH Project Manager: Qmce Wm[Imr; J 9 '� '' and is not to be exhibited, omm Lamuonr: j 9 «ENTER,. CA � Las Vegas. NV Date: copied or reproduced oeeawdeu sas Nxuas. Nv-LauglUn, PZ aaro Fans.m.Fuas. Tx.,aDtwmne. Tx.san Anrmlo.n P P 41W LalloFa0s.0 Eukzt Tz.umm�me. Tx -San Antww, Tx Drawn By Drawn By: without the written HDuNGY,TX-cNpLI0ENI,Tx IMAnEDDISIN SIGN COMPANY SIGN COMPANY D 9 Y UnaamrxRe Sheet NUfllber LDuemlle, KV-RnroMlk, IN - Grafton, WI «lzWare.OH CDIors Depicted In This Rendering May No[ Match Actual Finished Materials. Refer TO Product Samples For Exact Color Match { EIECTRICR TO USE uL. usrFo LOUHWIIe Nh Lnort TN- Grafton, Ill � Irdar OH Colors Depicted In This Relocin may Not Matt+ Actual Finished Materials. Refer To Product Samples For Exact Color Match. { ..IC. N UW UL. USTEn p e r m i s s i o n o f OUntlxwrnan neE GOES [a'rs Nro9WaFren B n c CD"roNFNR PIA SHNL MEE! www.FederalHea [h.com NallPubMY. rL-TUNCU, MS -ARM.. Ga L Laboratorlpg Inc. { AI N.E.C. STANDARDS www,FederalHeath.com wnwwhrOox,'I GMEa.ML-AtlanaAGA Otanoretode*Inc. g A L N.E.C. STANDARDS Federal Heath Sign Client « Client roval/Date: Tampa,F40aytma�eam. n.onanenry ALI ELECTRICAL SIGNS .To COMFIT Aw.TH u.i..TDANO nmw.a�mx0w seam. FL Ia,W. rL App ELECTRICAL SIGNS Company, LLC or its 12704 DuPont Circle Tampa, FL 33626 .NDl : 12704 DuPont Circle Tampa, FL 33626 ALL E00 of TH.. AN. WITH INCLUDING Design Number: Building Quality SI na a Since 1901 Landlord rovalifDate: HE PROPER GROUNDING O.oNOARG AT A,°L I.- 1813) 855.4415 18001 284-3284 Fax (8131854-3037 Building Quality Slgnage Since 1901 LandlordApprovdl/Date: THE 90PER GROUNDING AND LONGING OFAALLLSIGNS, authorized agent. C FHSC 18131 855-4415 18001 284-3284 Fax (8131 854-3037 9 ty 9 9 APp CONI CONI BKI Job Number: Date: Sheet Number. Design Number: Date: Sheet Number: Design Number: ORIGINAL SHEET SIZE IS 211 ON ANY OTHER SHEET SIZE THE DRAWINGS ARE NOT -TO -SCALE COORDINATE FOOTING WITH SIGN VENDOR PRIOR TO ROUGH -IN AND ADJUST FOOTING AS NEEDED. MENU BOARD(S), ORDER C UNIT(S) and DIRECTIONAL SI PERMITTED UNDER THE BUILT SHALL BE INSTALL THRU TH L J UNISTRUT 3RIPPLE CONNECTOR TIPPLE HANGING SYSTEM RT # HF2-HG-15FT (100 LBS WORKING LOAD LIMIT) " WALL PVC SOFFIT BOLT (74 LBS WORKING LOAD LIMIT) SOFFIT PLATE (2" PVC) 4 -20 3 PRONG TEE NUT "PVC" REFERS TO KOMATEX BY KOMMERLING SOFFIT PLATE AND SOFFIT ARE FUSED WITH "TURBO FUSE" SURFACE INSENSITIVE ENHANCED ETHYL CYANOACRYLATE D SEAT I NGCa,� 125 Connell Ave Rockdale, IL 60436 www.seating-concepts.com 815.730.7980 F: 815.730.7969 his drawing contains proprietary information. by Sealing Concepts. Unauthorized use or reproduction is prohibited without expressed written consent of Seating Project Contacts: Please contact one of the following Seating Concepts team members to address any concerns you may have: Customer Service: 815.730.7980 Design Engineer Manager: Heidi Osborn 815.730,7980 x2274 hosborn@seating-concept.com XXXX PROJECT NAME BK TRELLIS ADDRESS'. Street Address LOCATION: City. State STORE N: DRAWN BY: JSCHAUL PROJECT MANAGER: SALES MANAGER: GATE: 1/9/2018 TRELLIS HANGING DETAIL SCALE: NTS, A-1 11 x 17 SIZE FORMAT ANGLE IRON WELDED TO UNISTRUT END BOARDS MECHANICALLY FASTENED THROUGH ANGLE IRON WELDED TO UNISTRUT GRIPF HF2-S3/8G-1 STUD HANG 1-5/8" UNISTRUT UNISTRUT RIPPLE ONNECTOR 31' 16 16 - CHANNEL NUT GRIPPLE Al WIRE GRIPPLE L-- WIRE I RIP LE IRE GRIPILEVIIRE RIP RIP LE IRE G RIP LE IRE RIP RIP / 1-11m1-11 C %AnoC n MIIMMI C7 XA/IOC LE WIRE WIRE UNISTRUT UNISTRUT 4LLY THROUGH SEATINGCowe4l�a& 125 Connell Ave Rockdale, IL 60436 www.seating-concepts.com T: 815.730.7980 F: 815.730.7969 his drawing contains proprietary informatior by Seating Concepts. Unauthorized use or reproduction Is prohibited without expressed written consent of Seating Project Contacts: Please contact one of the following Seating Concepts team members to address any concerns you may have: Customer Service: 815.730.7980 Design Engineer Manager: Heidi Osborn 816.730.7980 x2274 hosborn@seeting-concept.com JOB NUMBER XXXX PROJECT NAME BK PERGOLA ADDRESS: Street Address LOCATION: City, State STORE 6: DRAWN BY: JSCHAUL PROTECT MANAGER: SALES MANAGER: DATE: 1110/2018 PERGOLA HANGING DETAIL SCALE: NTS A-1 11 x 17 SIZE FORMAT R. Wulbern Architect PA L .. EL O U AA - 0003433 tic P (904) 329-2510 telA U roben@wulbern.netA C GOFFto TH.��FtZ C. wu� ra c : ti 0 m 0J 3/24/20184:56 PM N y w L r 0 0) w z 03 W m U)¢ Z O O ^ N 0 r O N N Z z z LL N > LU Q 4 w S-1 w LL 0 03 -0 ry— W IY m LL O r0 a) v W r c m a o 0 0 � ❑ t0 O N O N C m o U U < C:)0 K O 0 0 Z QDSEATING C4� 125 Connell Ave Rockdale, IL 60436 www.seating"concepts.com T: 815.730.7980 F: 815.730.7969 his drawing contains proprietary informallo by Seating Concepts. Unauthorized use or reproduction is prohibited without expressed written consent of Seating Project Contacts: Please contact one of the following Seating Concepts team members to address any concerns you may have: Customer Service: 815.730.7980 Design Engineer Manager: Heidi Osborn 815.730.7980 x2274 hosborn@seafing-concept.cam � m W U m Z � Y W W U 0 Of M 0 a ❑ U O 0 JOB NUMBER XXXX WECTkNAM�EICHESGOLAdressLOCATIOtate STORE 0: BY: JSCHAUL PROJECT MANAGER: SALES MANAGER: DATE' 1/1012018 REVUHON HISTORY DATE REV p DESCRIPTION NITIALS ,wco 01 DRAWING TITLE: PERGOLA HANGING DETAIL SCALE: N,rS A-2 17 SIZE FORMAT LU V) NZ LL_ LL } J ¢ U_ tL U w a CO U x 0 0 F- Z w 0 UI 1n O a EL EL Of W 0 } Z 0 0 LL it a Z W 0 LU J 0 Z_ LU U ❑ 0 of a w X 0 0 z a w W LU m 0 0 Z } z Z Z W LL Z O U fn z O W LU 2 W Z Q Z Z O U Z O H 0 0 UL Z 0 Z z w x 1-- SEVEN A-RESTAUP,,WTS VERTICAL 0 V Ci J 4i/� 0 N ti Cn N Z 21 M a OW Of a. V Z� Ya �nn ZJ C LL 1 r 0Z)C W' Vr'jI E-4 = L j Li O J c m�J FEZ a) - C(s9U W J _H H F- W W x J_ W 0 Cl)V J J NW LLL 1 PAINTED (EP-4G) ALUMIN. CHANNEL PAINTED (EP-4G) ALUMIN. CHANNEL SLEEVE AT EACH UAI t ^' �^ '' STUCCO FINISH o #5 VERT. REINF. 6" 0 GALV, STEEL GATE POST CONC. FILLED and CAPPED. EMBEDDED 30" d. min. IN A 36" d. FOOTING PAINTED EP-4G. GATE FACING PANEL of;f" HARDIPANEL (STUCCO TEXTURE) or T-111 PAINTED EP-4G. 2 }"x2 1/2 "x16" SQUARE GALV. STEEL TUBE GATE FRAME w/ DIAGONAL BRACING PAINTED ALUMIN. CHANNEL and 1 J" x 4" TRIM COMPLETELY AROUND FACE PANELS on EACH GATE with (2) LAYERS 4" x 9 4" HARDIETRIM 4/4 RUSTIC BOARD 2 " x2 Z' STEEL TUBE r GATE FRAME I 1" 0 1. D. STEEL % PIPE 12" LONG ,ICV CENTERLINE of STRUCTURE PROVIDE DROP ROD 4" 0 30" LONG at EACH GATE A PARTIAL GATE PLAN Scale: 3/4" = I'-0" at 2411x36" Plan 1 #"x1 4"x16"x12" LONG STEEL ANGLE WELD ALL AROUND (2) LAYERS J" x 9 }" n 8I '' h. GATE ELEV'S. v Scale: 3/4" = I'-0" at 24"x36" Section J" STUCCO FINISH (TYP.) 8" CONC. BLOCK WALL FILL CELLS w/ CONC. #4 VERT. REINF. at 32" O.C. and AT ALL CORNERS bM I #4 DOWEL at 32" O.C. and AT ALL CORNERS PRE -FIN. ALUMIN. CAP FLASHING with CONT. CLEATS EA. SIDE 8"x12" CONC. TIE BEAM w/ (4) #5 BARS CONT. NOTES: LAPPED 18" min. I 1. STUCCO FINISH EXTERIOR OF ENCLOSURE TO MATCH EF4G ON 8" CONC. BLOCK WALL. SEE SECTION "A -A" FOR DETAILS. 2. FOR SLAB FINISHED GRADES, ��, .•l SEE GRADING PLAN. - 45' 3. ALL STEEL& ALUMINUM FINISHES ARE TO BE PAINTED TO MATCH (2) #5'S 6"X6" #10/10 BUILDING COLOR EP-4G. CONT. (TYP.) 12" WWM 4. ALL PANELS FOR GATES ARE TO BE THRU-BOLTED TO TUBE FRAME WITH 3/8" GALV. BOLTS AND HARDWARE. 5. PAINT INTERIOR OF ENCLOSURE EXT-1G. 8 5ECTION 'A -A' Scale: 3/4" = I'-0" at 24"x36" Section 1" SPACE 2 �'X2 2' STEEL TUBE STIFFENER 3" 2 Z- WELD SLEEVE PROVIDE DROP r BOTH 7 o RODT'0 x 30" L. SIDES CO 1'-6" at EACH GATE (SEE PARTIAL iv GATE PLAN) WELDY 6"x6"xj" GUSSET PLATES (INSIDE N } AROUND ONLY) ALL FOUR -- iv CORNERS (TYP.) 6" 0 STEEL WELD ALL AROUND TUBE TOP of SLAB n PARTIAL GATE SECT. Scale: 3/4" = 1'-0" at 24"x36" Section PLAN NORTH TRASH ENCLOSURE: n FLOOR PLAN Scale: 1/4" = I'-0" at 241'x36" Plan JV -V TYP. WALL FTG. 4 — — — — — — — — — — — — — — — — — — � AN (V I 36" d. FTG. FOR I #4 HAIRPIN (TYP.) 6' 0 STEEL POST #4 HAIRPIN (TYP.) ADD (2) #5 REINF. in ENCLOSURE Ii ENTRANCE) I I I II 6" d. CONCRETE APRONN (SEE NOTES) 36"d.x18"x18" FTG. FOR 8" 0 STEEL I POST (TYP.) o in N b II 1/4" SAW JOINT 16" d. CONC. SLAB \ jI � w/ 6x6 W2.9xW2.9 WWM I io l A I No I N A 16'-111, 1'-7" 11'-4" 3'4" 20'-0" 1 _0 4'-4" NOTE: THE CONCRETE TRASH ENCLOSURE APRON SHALL BE 6" THICK OF 3,000 PSI CONIC. REINFORCED W/44 @16" O.C. EACH WAY. COLOR CONCRETE BLACK USING ADMIXTURE 16'4e fr'WPnIkAlx r-')d rl-IARrnAI RY RrnFIFi n rn OR F01JAI 1 TR)45H ENC I FOUNpATIO Scale: I/4" 1'.0" R. Wulbem Architect PA d AA 0003433 Oc mU (904) 329-2510 tel . 0) U roben@wulbern.net y ' tzt C. wUle y 3 D 3/28/2018 2:55 PM C, � 63 ¢ L r W w 2 w C w (yL lL CO z z o 0 W ^ O N LL LIJ C7 0 m LLm Lu Q O n O d O O O � 1 6 J � U U N to O 4 O O z W -^ C) �/ z Y W — W _ cca of 0 V O O a W O W ro 0 z 0 z a z z w 0 LL z 0 L) U) z O w w x SEVENIARESTAURANTS VERTICAL CALL Z O U m .v IJ v! L � o IY N z <� .. p o_ LUM rn �5 Y o ,Z Z O UIL aW=i cl�O O W Z) O U V W O�tl 0 u J z(0U) pp coo H w LU LLJ � J D Q Ow J ice' Z W C6 U w J Al -5 0 w oiAm a=1N 31n 3 3 3", 3", 1 O A ,IIII IIII IIII IIII 3" 3" 3" 3" 3" 3" 3" 3" 3" 32„ 22" 2Z, STOREFRONT SILL, HEAD & JAMB FASTENERS: 4" 0 TAPCON FSTNR'S. 1 MIN. EMBED 3"„ 211 22" sIN -1N Alm C7&m „ 32„ F_ 3". 3". 3" \ 1, 3", 3", 3 22' 22' STOREFRONT SILL, HEAD & JAMB FASTENERS: " 0 TAPCON FSTNR'S. 1 t' MIN. EMBED 3z„ 32„ 22, 22„ 3Z 3", 3", 3", I , 3.. 3„ 3" W 21. 22' 221" _A _ Vm A C Mom C)�m C) aim cq oNm Mom Alwo C)cr C MAm C u rIN � 2„ II -4 Mom M�m X) o D ) I 00 I Do m ) E ai m A cr tco M�m ��m Mom M�m M�m �N m D 6m Am Am �N IIII 3' 3 2 STOREFRONT SILL, HEAD & JAMB FASTENERS: 4" 0 TAPCON FSTNR'S. 1 y" MIN. EMBED —gym 3„ 3„ 3„ 3„ 3„ 3„ Ij, L. IIII IIII I 3„ 3„ 3„ 3 , 3„ IIII IIII 3„ -- 3„ 3„ 3„ IILI 3., 3„ IIII 3„ IIII '.III! IIII IIII T�N I ! �N rIN — N 00 f")�m Ar) — t+i�m IT AO � A-0 Mcm Mom m — V `�N - 00 T�cv 00 00 f0 I M"m ,L CIO Almm to Aco Mom�m�m 00 — (h�m M%m or � C790 aim 00 ocr IT Ar Iwo 11co AOO 00 CIDC)�m Am �m r Mom Ar tlo _ 00 �N — m ro m �¢ m m 0 00 �N SIN IIII IIII IIII IIII IIII IIII 3„ 3" 3„ 3" 3" 3" IIII IIII IIII IIII 3" 3" 3" 3" 3" 3" 3" 3" 3' 3" 3" 3"1/1 31„ STOREFRONT(MASONRY) SILL, HEAD & JAMB FASTENERS: 4' 0 TAPCON FSTNR'S. 1 4" MIN. EMBED. STOREFRONT (STEEL) JAMB FASTENERS: 4' 0 SELF -DRILLING SCREWS (GRADE 5). PENETRATION 3-THREADS MIN. PAST METAL STRUCTURE. TWO (2)" TAPCOI with 1 4" MIN. EMBED a1 JAMB BASE PLATES 31„ 22, 22, 3" 3" 3" 3" I I I I I I �N M5r Mmcm CIO C ip t"� wi) 2„ 31„ 3"11 3" 11 3" 3" I I I I I I N N SIN fh�m O — M�mQ Cs�m r�N �N rIN m AgoCiLco T� I I I I I I z 2 STOREFRONT SILL, HEAD & JAMB FASTENERS: 4" 0 TAPCON FSTNR'S. 1 4" MIN. EMBED HOLLOW METAL FRAMES JAMB FASTENERS: FIVE (5) J" 0 DYNABOLT SLEEVE ANCHORS -or- FIVE (5)" WIRE ANCHORS (PER JAMB). SILL FASTENERS: 4" 0 TAPCON FSTNR'S. 1 4" MIN. EMBED. 22, 22, 321 — mC15 _ N SIN M�� "Mo M M Mom — IT Mtm rbv T rbv T Ott — T�N IIIII IIII I 3„ 3„ 3„ 31, 32" 32' 2 2 STOREFRONT $ILL, HEAD & JAMB FASTENERS: d' r3 TAPCON FSTNR'S. 1 y' MIN. EMBED. DRIVE-THRU WINDOW JAMB FASTENERS: z 4" 0 TEK SCREWS (TYP. 4 PER SIDE) T� TN T a� R. Wulbern s Architect PA w 'O. AA.0003433 IIO. (904)329-2510 tel . N U robert@ u,Uem.0et. WO (2) *' TAPCONS TWO (2) -" TAPCONS I L TWO (2)16' TAPGONS -ith 1 4" MIN. EMBED at with 1 4" MIN. EMBED at J with 1 4" MIN. EMBED at JAMB BASE PLATES JAMB BASE PLATES JAMB BASE PLATES HOLLOW METAL FRAMES JAMB FASTENERS: FIVE (5) 8" 0 DYNABOLT SLEEVE ANCHORS - or - FIVE (5)g" WIRE ANCHORS (PER JAMB). SILL FASTENERS: 4" 0 TAPCON FSTNR'S. 1 4" MIN. EMBED. „ 22„ 22„ 32„ 3" 3" 3" 3" 3" 3" L. 3" 3" U OF F[�R GjF ART C. W��B'•.-y: 33 ' D ARG� 3/28/2018 2:02 PM NS UJ I— _l G � s orni,,�a a W N Y z z N 7 Q �: Y Y lL 0 o LU N LL LL m m w 0 � o T T g a 0 o a d ^_ � � N E � o It of E O b Z W U Q 2 Q 0 C3 U Q o n. EN�i2f?i L�URAfJf` ERTIC °L a i i p z II gLo i IW- M P� YQ 0 �o LL ra = 0 0 O W 00 �O U 3 Zen Z L r OLL z � p Z b ccW _J < 0 U_ F LD LU 2 N L s �A-13b L VA 3'-8 7/8" 1/2" 104 105 O 106 NOTE 8 105 NOTE8 --- - - - L WF2.33 s-a I 102 112 S-6 F4 O F4 F3 L---1 NOTES ------ WF2.33 — — — ------------------------------ MIN 4 _.._..__.._.. ----- ---------J—III --J r----- -------------- — � iao — — — — — — - - — — — — — — — — — — NOTE8 L-J I _rII L JI _. . . . J r ,II II J ----J I 101 I I I I I S 3 Ci l I WF2.33 I I I r NOTE8 WF2.33 r- - - - - - - - - -- I 1 I I I I 1 1 112 31 I I I I I I I I I I I I � I I r J L, r I 1 F8.5 I I i I SLOPE SLAB i I I I I I I i � I I I I I TO DRAIN TYP I I I I II i I I I I I ._.._.._.._.._.._.._.._..__II ...... II ...... 3 r............. F.D _.._.._.._..—.._=I 1.—._—..— _—.. — _.._J.l I I i i -- ----- ---- C1 °D i I I I N I i I r-- ----- L, NOTE 1 I I i i i I I MOP SINK I I I 112 F.D. I i M I CONTRACTION/CONSTRUCTION 6" I S 6 I i I JOINT TYP 1 I I I I I I I I i I 1 I I ----------- I _.._1.. _.._.._.. F.D. IIIIIII IIIIII s3 1s0-95 Fa Fa I - — - - — - — - — - 'r----- r— HSS5X5X5/16 ON 3/4"X4'X12" BASE PLATE WITH (4)3/4"DIAjl'-0" ____ ____ TIONSANCHOR BOLTS (3) L 3:1, W J W F7 I I I �Z I I t---J L F5 I U U 1 1 41/4" 4114" U U N I I I I I �--------1 I F8 a J t- L 1 O �_ O O n F.D F.D i I I I I I I 1 r---z z ro ------------�-------------� I i r------ I L L------- —J ►'�� `�. • l_� �ili!.t►��� ►.�A.����.�����A��.i���Z�!!:1.!:�Z�2�!i!i!��Z���!ilil��:�Z�Z�!i!i�����! WIN r— ---1 F3 107 r---, S-5 I I I I I I 110 NOTESO CONTINUOUS WALL FOOTING SCHEDULE MARK WIDTH DEPTH LONGITUDINAL REINFORCING TRANSVERSE REINFORCING WF2.0 2'-0" V-4" (2) #5 CONT TOP AND BOTTOM #3 TIES AT 16" OC WF2.33 2' 4" 1.4. (2) #5 CONT TOP AND BOTTOM #3 TIES AT 16" OC WF4.0 4'-0"(4) #5 CONT TOP AND BOTTOM #3 TIES AT 16"OC SPREAD FOOTING SCHEDULE MARK WIDTH LENGTH DEPTH REINFORCING F3 T-0" T-0" V-4" (4) #5 EACH WAY TOP AND BOTTOM F4 4'-0" 4'-0" 1'4" (5) #5 EACH WAY TOP AND BOTTOM F5 5'-0" 5'.0" V-4" (6) #5 EACH WAY TOP AND BOTTOM F7 7'-0" 7'-0" 1'-4" (6) #6 EACH WAY TOP AND BOTTOM F8 4'.0" B'-0" V-`ti" (5) #5 LONG WAY TOP AND BOTTOM 01) #5 SHORT WAY TOP AND BOTTOM F8.5 6'-0" 8'-6" 1'-4" (7) #5 LONG WAY TOP AND BOTTOM (10) #5 SHORT WAY TOP AND BOTTOM -— — — — — — — — — — ---------------- NOTES r a T 106 F3 F3 v r— — r---, S-4 I I I I I Cal I I I I L NOTE8 J O n 7 5/8" FOUNDATION AND SLAB PLAN SCALE: 1/4" = V-0" NOTES: 1. 4" CONCRETE SLAB ON GRADE REINFORCED WITH 6X6-W1.4XW1.4 WWR ON VAPOR RETARDER ON TERMITE TREATED COMPACTED FILL. VERIFY LOCATION OF CONSTRUCTION/CONTRACTION JOINTS WITH ARCHITECT. 2. REFERENCE FINISH FLOOR ELEVATION = 0'-0". COORDINATE FLOOR ELEVATIONS, SLOPES, AND RECESSES WITH ARCHITECTURAL AND CIVIL DRAWINGS. 3. TOP OF EXTERIOR FOOTING ELEVATION = 44" UNLESS NOTED OTHERWISE, TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 8" BELOW FINISH GRADE UNO. 4. STEP FOOTINGS BELOW WATER AND SANITARY PIPES. SEE TYPICAL DETAILS ON S-8. 5. EXTERIOR MASONRY WALLS SHALL BE REINFORCED WITH (1) #5 VERTICAL CENTERED IN GROUTED CELL AT 2'-8" OC UNO. FILL ALL REINFORCED CELLS SOLID WITH 3000 PSI GROUT. SEE TYPICAL DETAILS ON S-9 FOR ADDITIONAL REQUIRED REINFORCING. 6. CONTINUOUS WALL FOOTINGS SHALL BE TYPE WF2.0 UNO. 7. SEE ARCHITECTURAL DRAWINGS FOR HEIGHT, WIDTH, AND LOCATION OF MASONRY WALLS AND WALL OPENINGS. 8. 3 5/8" STUD FURRING ELEMENT. SEE SECTION 104/S-4 FOR FRAMING. DIMENSION IS TO OUTSIDE FACE OF SHEATHING. PROVIDE MINIMUM 12" DEEP CONCRETE CURB (TOP OF CONCRETE EL = +0'-4") REINFORCED WITH #4 CONTINUOUS AT 12" OC MAX BENEATH STUDS - SEE TYPICAL DETAIL. 9. F.D. - DENOTES FLOOR DRAIN. COORDINATE LOCATION OF ALL FLOOR/HUB DRAINS AND FLOOR SINKS WITH PLUMBING DRAWINGS. PROVIDE 2% SLOPE IN 4'-0" X 4'-0" AREA AROUND FLOOR DRAINS UNO. ----------------------------�� N (6) #6 VERTICAL 10C IN to „,S AT 8" OC (8) #6 VERTICAL 6"DIA X 8'-0" STEEL BOLLARD FILLED WITH CONCRETE SEE TYPICAL DETAIL O NOTE 8 � 1 wI U #3 TIES AT 8" OC iv 112 108 'ERTICAL AT 8" OC C2 C3 C4 CONCRETE COLUMN DETAILS CND. I TIES AT 8" OC #6 VERTICAL w N Z Of CAI a U V a f� 3 F_ S U O H a Z Q w 0 Lj (L o: EL EL w C z z a c F a: a a z C LL C c 'c C a Lai a ac 2 c u L, a F C s C s F L C [ R. .Wulbern Architect PA AA - 0003433 llc (904) 3294310 tel wbed@wulbem.nat N Z 0. N a LU w 0 0 r IW- o v � s � 00 oD N -.0 i C)N J C O 1'� z w U "O LU a U OOoEL L. , J♦ t ATLANTIC °' _ENGINEERING `*[ 6501 Arlington Expressway Pot, Ev\\ Building B, Suite 201 •.•• OFFF 2. Jacksonville, FL 32211 '�, aft• t•O .0 PH: 904.743.4633 FX:904.725.9295 '�, ••• .` AES #317.107 ,�ML1.1�.```,, DAVID L WEBB PE 47180 V goldco x. VERTIC L i •� >C O z z LUW O Yo Z� O � �LLy Z 0 o UJ w 00 (7) J cooz�F- ZJ O Z � Q s a Z O ' Z Q o Z W f i O LL 8 F- F- W W S rn S-1 TRUSS BASE SUPPORT EL+20'-0" PARAPET: ZONE 4: +/-97 PSF — ZONE 5: +/_110 PSF EL +18'-0" H 5F R f� ,ne \ H J12 .. 8 H \ k WALL: f� ZONE 4: +50 / -54 PSF ZONE 5: +50 / -63 PSF H SEE CANOPY SHOP o" DRAWINGS FOR TRUSS BASE REACTIONS ON WOOD SUPPORT EL +10'-0" TRUSSES f OVERHANG: F� CORNER: 134 PSF INTERIOR: 82 PSF • TRUSSES AT 24" OC As REFER TO GENERAL NOTES FOR GRAVITY LOADS • WIND PRESSURE/SUCTION INDICATED HERE ARE BASED ON "COMPONENTS AND CLADDING" • WIND PRESSURES ARE ULTIMATE TYPICAL TOWER TRUSS WIND LOAD DIAGRAM COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM a = 4'-0" TOP OF BEAM EL +13'-0" 113 PRE FAB METAL CANOPY SEE ARCH FURRING AT TOWER ELEMENT SEE WALL SECTIONS PRE FAB METAL CANOPY SEE ARCH FURRING AT TOWER ELEMENT SEE WALL SECTIONS 104 \ / 105 7 NOTE 9 All - ROOF VENT SEE ARCH TRUSS BEARING EL+10'-4 1/2" UNO 106 PRE FAB METAL CANOPY SEE ARCH - PRE-ENGINEERED FURRING AT TOWER WOOD TRUSSES AT ELEMENT SEE WALL 24"OC MAX UNO. SECTIONS SEE ARCH FOR TRUSS PROFILE ins I iL i I I O I O DNOTE 25 2 O 2501lbs OROOF VENT J 25016s SEE ARCH w 101 w S3 m GIRDER TRUSS — LL 11 SPACES AT 2'-0" - 22'-0 9 SPACES AT 2'-0' - 18'-0" 10 7/8" 11 1/4 11 1/4" 11 1/4 2'-0" I 2'-0" ' 11 1/4 111 1/41/4 11 1/4 2'-0" I 2'-0" 2'-0" '-11 1/ 10 1/2" O O ao V-3 3/4 1'-11 1/4" a6", _ „ 1'- 5/8" - " . 2,_0„ 1'-3 1/4" 2,_0„ 2,_0„ 2,_0„ 1 1/2"li 1 112" 1 1/2" 1112 -------- _____,____-_____-- -_ --- — —�-- �III __-_I _--- _ TRUSS PLACEMENT CRITICAL FOR � _ KITCHEN EXHAUST DUCTS NOTE 9 RTU-2 II I II NOTE 6 -- — II TRUSS BEARING EL+10'-4 1/2" UNO 0 J w DO m 0 0. 0 U RTU-3 I (2) 2X8 BETWEEN TRUSSES WITH 950 Ibs I I SIMPSON LUS28-2 EACH END TYP II NOTE 6 it II NOTE 1 —� _j �,.J BETWEEN TRUSSES WITH SIMPSON LUS28-2 EACH END 103 NOTE 8 TYP DRAG TRUSS MIN 2 PLY S 3 I --- I - ---DRAG FORCES 420 PLFj ,.I -- ---- TYPICAL AT ROOF TOP UNITS „ = _----------------------------- _'_------ ALLOWABLE ----- r- r 11----1 I PRE-ENGINEERED WOOD TRUSSES AT 24"OC MAX UNO. SEE ARCH FOR TRUSS PROFILE COMPONENTS AND CLADDING WIND PRESSURES TRIBUTARY AREA (SF) 1 ROOF ZONE 2 3 WALL ZONE PARAPET ZONE 4 5 4 5 10 +21 +52/-95 +52/-95 +521-56 +52-69 +46/-51 +46/-64 20 +221-55 +50/-85 +51 +50/-54 +50/-63 +44/48 +44/-59 50 +20/-54 +47/-72 +47-72 +47/-51 +47/-59 +41/45 +41/-53 100 +19/-52 +44/-62 +44/ 62 +44/-49 +44/-54 +38/-43 +38/-48 NOTES: 1. ALL LOADS ARE IN POUNDS PER SQUARE FOOT 2. (+) DENOTES PRESSURE, (-) DENOTES SUCTIONS. 3. "a" SHALL BE 10% OF LEAST HORIZ DIMENSION OR 0.4h, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZ DIMENSION OR T-0". 4. "h" = MEAN ROOF HEIGHT. 3/4" 1 1 I 3/4" I I II �ROOFI I� II I � i II HA CHIT TOP OF CMU WALL 2) 2X8 BETWEEN - --?-------- -' EL+10'-0" TRUSSES WITHSIMPSON 1 TOP OF CMU WALL _I--- -- I LUS28-2 EACH END EL+10,_Oa -I GIRDER TRUSS I I 2X4 X-BRIDGING AT ROOF VENT - 24"OCFORB IN OF SEE ARCH NOTE 9 WALL BE NOTE 9 I I I G�------------- ----------------------- 107 lil CB-1, TOP OF BEAM EL +1 V-0" FURRING AT T ELEMENT SEE SECTIONS CONCRETE BEAM SCHEDULE MARK WIDTH DEPTH REINFORCING TIES CB-1 7 5/8" 2'-0" (6) #5 #3 TIES AT 8" OC CB-2 7 5/8" 3'.0" (8) #6 #3 TIES AT 8" OC CB-3 7 5/8" 2'-0" (6) #6 #3 TIES AT 8" OC COMPONENTS AND CLADDING OVERHANG LOADS EFFECTIVE OVERHEAD ZONE AREA (FT2) 2 3 10 571-97 57/-97 20 55/-94 55/-94 50 52/-90 52/-90 100 49/-87 49/-87 NOTES 1. TABULATED COMPONENT AND CLADDING PRESSURES (Puff) HAVE BEEN CALCULATED IN ACCORDANCE WITH THE DESIGN BUILDINGS CODE PER NOTE 100.1 BASED ON ULTIMATE DESIGN WIND SPEED (VuR) PER NOTE 100.3A AND SHOULD BE USED IN CONJUNCTION WITH ASCE 7-10 LOAD COMBINATIONS. TABULATED PRESSURES CAN BE CONVERTED TO NOMINAL VALUES BY MULTIPLYING BY 0.6. PRE-ENGINEERED WOOD TRUSSES AT 24"OC UNO TRUSS BEARING EL+10'-4 1/2" UNO 106 SIM PRE FAB METAL S4 CANOPY SEE ARCH ROOF FRAMING PLAN SCALE: 1/4"= V-0" NOTES: 1. 5/8" APA RATED EXPOSURE 1, 40/20 SPAN RATING PLYWOOD ROOF SHEATHING. ATTACH PLYWOOD WITH 10d SPIRAL OR RING SHANK NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS AND 4" O.C. AT ALL ENDS AND EDGES. 2. PROVIDE 2X6 MINIMUM BLOCKING AT ALL RIDGES, HIPS, VALLEYS, EAVES, AND UNSUPPORTED PLYWOOD PANEL EDGES. 3. TRUSS MANUFACTURER SHALL PROVIDE ALL BRIDGING AND BLOCKING REQUIRED TO STABILIZE THE TRUSSES. 4. ALL METAL CONNECTORS THAT ARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR HOT -DIPPED GALVANIZED. CONTRACTOR SHALL VERIFY COATING REQUIREMENTS AND COMPATIBILITY WITH TREATED WOOD AND METAL CONNECTOR MANUFACTURER. 5. WHERE MULTI -PLY TRUSSES ARE INDICATED, TOP CHORDS SHALL BE FASTENED TOGETHER WITH 1/2"DIA BOLTS AT 41 OR AS SPECIFIED BY THE TRUSS MANUFACTURER. 6. DESIGN TRUSSES FOR INDICATED EQUIPMENT WEIGHTS. VERIFY SIZE AND LOCATION OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS. REFER TO MECHANICAL DRAWINGS FOR SIZE AND LOCATIONS OF ROOF OPENINGS AND PENETRATIONS. ROOF TOP CURBS SHALL BE PROVIDED BY MECHANICAL EQUIPMENT SUPPLIER. 7. DIMENSIONS ARE TO EXTERIOR FACE OF STUD UNLESS NOTED OTHERWISE 8. WOOD BRIDGING. SEE TYPICAL BRIDGING DETAIL ON S-10. NAETWWITHXTUDA' O.C. PROVIDE 2X6 SUPPORT BLOCKING BETWEEN TRUSSES AT EACH STUD. SEE DETAIL A/S-10. NOTE 9 TYP FURRING AT TOWER ELEMENT SEE WALL SECTIONS -7 108 PRE-ENGINEERED WOOD TRUSSES AT 24"OC MAX UNO. SEE ARCH FOR TRUSS PROFILE 109 ATLANTIC ENGINEERING N •� �_ * �• �\�•�: 6501 Arlington Expressway ; �'� �1 •� ATE Building B, Suite 201 y S• Jacksonville, 132211 P • `�.; OR % •,• ,� PH: 904.743.4633 FX:904.725.9295All .1- DAVID L WEBB 147180 10', IF AMR III AMON ■ AA-0003433 90 4904)329Q910 MI robartowulbam.nat 0 V7 ? z U !N K a w 0 LL w Q N o IL Go N NO to J O o I� zSO W z 14 o w U Op UI gq!dS0 ,_,.... VERK L .i� V ''JAA V/ D_ Z CN 0) W � ZO x Z� aW �z YDo r.�» �90F0 � ��o= m0z � 4 N J � a � Z � I Z LL LL W O O oZ H LL g H- W W 2 N S-2 TOP OF CMU EL +16'-4" CONT PT2X8 WITH (2) 3/4-DIA ADHESIVE ANCHORS AT 24"OC WITH 6 3/4" EMBED — PLYWOOD ROOF SHEATHING ---� E-ENGINEERED WOOD OTRUSSES SEE PLAN. SEE ARCH FOR TRUSS PROFII TRUSS ATTACHMENT BY TRUSS MANUF TOP OF BEAM EL +11-0" EL SEE ARCH J CONT PT2X8 WITH (2) 3/4"DIA ADHESIVE ANCHORS AT 24"OC WITH 6 3/4" EMBED CONT 2X4 FASCIA ATTACHED TO EACH TRUSS TOP OF BEAM WITH (2) #10 X 3" SCREWS EL +9-0" THIN BRICK SEE ARCH - FINISH GRADE OR PAVEMENT SEE CIVIL CONT PT2X8 TOP PLATE WITH 1/2" DIA ADHESIVE ANCHOR BOLTS AT 24" OC WITH 12" EMBEDMENT WITH 3" DIA WASHERS 24" CMU BOND BEAM WITH (6) #5 CONT 24" CMU BOND BEAM WITH (6) #5 CONT CONNECTOR TYPE 3 SEE SCHEDULE CONNECTOR TYPE 2 SEE SCHEDULE - (1) PT2X8 NAILER TOP AND BOTTOM WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT - 8"X24" CONCRETE BEAM CB-1 STOREFRONT SYSTEM SEE ARCH CMU BLOCK SILL WITH (2) # 5 CONT DOWEL INTO CONCRETE COLUMNS (EACH SIDE) CMU WALL EJ CONCRETE SLAB SEE PLAN _4-7 ._A 4�_"— j FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN SECTION MSCALE: 3/4"= V-0" PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES SEE PLAN. TRUSS BEARING 4EL SEE PLAN 518" PLYWOOD WALL SHEATHING ON VAPOR BARRIER SIMPSON A34 AT EACH TRUSS ATTACHED WITH (8) 8d X 1 1/2" NAILS CONT PT (2) 2X8 TOP PLATE WITH 1/2"DIA ANCHOR BOLT AT 24" OC (12" EMBEDMENT) WITH 3" DIA WASHERS 3 5/8", 16GA TRACK WITH (2) #10 X 3" SCREWS AT EACH TRUSS TOP OF CMU EL +16'-4" --� 3 5/8", 16 GA CFSF STUDS AT 24" OC WITH BLOCKING AT 48"OC — 16" CMU BOND BEAM WITH (4) #5 CONT TOP OF BEAM EL +13-0" � SIMPSON HETA24 STRAP AT 24" OC WITH 4" EMBED IN WALL AND (9) 10d X 1 1/2" NAILS THROUGH SHEATHING TO BLOCKING VENEER SEE ARCH 3 5/8", 16 GA TRACK WITH (2) 1/2" DIA TAPCONS AT 24" OC WITH 2" EMBED CONCRETE BARRIER CURB FINISH GRADE OR PAVEMENT SEE CIVIL ___� BLOCKING AS REQUIRED AT ROOF VENT 2X BLOCKING FOR SHEATHING ATTACHMENT TYPICAL UPLIFT CONNECTOR TYPE 1 SEE SCHEDULE 2X4 BLOCKING AT 24" OC (1) PT2X8 NAILER TOP WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 16" CMU BOND BEAM WITH (4) #5 CONT CMU WALL EJ t CONCRETE SLAB SEE PLAN g t Q ° z z 10" . FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT 3 f (3) # 4 CONT e #4 + HK AT 24"OC • ° • . . SECTION 108 SCALE: 3/4" = 1'-0" S-5 CONCRETE FOOTING SEE PLAN CONT PT2X8 TOP PLATE WITH 1/2" TOP OF BEAM DIA ADHESIVE ANCHOR BOLTS AT 24" OC WITH 12" EMBEDMENT WITH EL +17'-10" 3" DIA WASHERS • 16" CMU BOND BEAM WITH 8" CMU BOND BEAMWITH (2) #5 CONT (4) #5 CONT O_-------- GROUT WALL ABOVE 24" UPLIFT AND SHEAR CONNECTOR BEAM SOLID BY TRUSS MANUF CONT PT2X8 WITH 2 3/4"DIA 41 . CONT 2X8 SLEEPER AT 24" OC MAX O I „ 24" CMU BOND BEAM WITH ATTACHED THRU SHEATHING TO EACH ADHESIVE ANCHORS AT �— (6) #5 CONT TRUSS WITH (2) #10X4" SCREWS 24"OC WITH 6 3/4" EMBED ROOF SHEATHING CONT UNDER PLYWOOD ROOF * (1) NAILER TOP WITH OVERFRAMING SLOT AS NEEDED SHEATHING 24" DIA ADHESIVE ANCHORSS AT 24" OC WITH 6 3/4" EMBEDMENT FOR TRUSS TO TRUSS CONNECTION E-ENGINEERED WOOD. PRE-ENGINEERED WOOD O TRUSSES SEE PLAN. SEE SIMPSON HETA24 STRAP AT 24" OC OVERFRAMING TRUSSES AT 24" OC ARCH FOR TRUSS PROFILE WITH 4" EMBED IN WALL AND 16"CMU BOND BEAM (9) 10d X 1 1/2" NAILS THROUGH PLYWOOD ROOF WITH (4) #5 CONT I SHEATHING TO BLOCKING SHEATHING PLYWOOD ROOF TOP OF BEAM t SHEATHING EL +13'-0 TRUSS ATTACHMENT BY TRUSS MANUF PRE-ENGINEERED WOOD EL SEE ARCH J TRUSSES SEE PLAN. ZCONT PT2X8 WITH (2) 3/4"DIA t PRE-ENGINEERED WOOD ADHESIVE ANCHORS AT TRUSSES SEE PLAN.— 24"OC WITH 6 3/4" EMBED t t 2X4 BLOCKING AT 24" OC CONT 2X4 FASCIA ATTACHED TO EACH TRUSS t 8" CMU BOND BEAM WITH WITH (2) #10 X 3" SCREWS (2) #5 CONT CMU WALL J FINISH GRADE t EJ OR PAVEMENT CONCRETE SLAB SEE CIVIL — SEE PLAN — FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING �e„ • SEE PLAN SECTION 109 SCALE: 3/4" = 1'-0" S-5 ATLANTIC ENGINEERING: 6501 Arlington Expressway Building B, Suite 201 Jacksonville, FL 32211 PH: 904.743.4633 FX:904.725.9295 AES 4317.107 0 w V) z 0-' U_ J J U U w a. 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Wulbern Architect PA AA • OM433 Ile (904) 3294610 tal mbartillwulbam.nat Ut V) z y Y ULU � a a o lu 0 LL w I- ~ N a I'` OD OD N O W J O 0 Iww' Z WW Z Y W 0 o a- U goldco„ VERTIC L AW V V .J vI In v► z vs a Uj In W0) O Yo Z� �o z� �" �w �» Q=O F- U Uj��o A/ Ito cO J L=iOWc`no� om o z I P/ J in U) �s Z O Z rc U w W J r i H o H W W N S-5 DAVID L WEBB PE 47180 TOP OF CMU EL +16'-4" — 5/8" PLYWOOD WALL SHEATHING ON VAPOR BARRIER VENEER SEE ARCH —� SIMPSON A34 AT EACH TRUSS ATTACHED WITH (8) 8d X 1 1/2" NAILS CONT PT (2) 2X8 TOP PLATE WITH 1/2" DIA ANCHOR BOLT AT 24" OC (12" EMBEDMENT) WITH 3" DIA WASHERS 3 5/8", 16 GA CFSF STUDS AT 24" OC CONNECT TO WALL WITH 1/4" DIA TAPCON AT 24" OC MAX- CMU WALL TOP OF BEAM EL +13'-0" BLOCKING AND ATTACHMENT PER CANOPY MANUF TOP OF BEAM EL +1 V-0" TRUSS BEARING EL SEE PLAN — PREFAB METAL CANOPY SEE AI BOTTOM OF BEAM EL +9-0" BLOCKING AS REQUIRED AT ROOF VENT 2X BLOCKING FOR SHEATHING ATTACHMENT TYPICAL UPLIFT CONNECTOR TYPE 1 SEE SCHEDULE —16" CMU BOND BEAM WITH (4) #5 CONT SIMPSON HETA24 STRAP AT 24" OC WITH 4" EMBED IN WALL AND (9) 1Od X 1 1/2" NAILS THROUGH SHEATHING TO RAFTER UPLIFT AND SHEAR CONNECTOR BY TRUSS MANUF CONT 2X6 SLEEPER AT 24" OC MAX ATTACHED THRU SHEATHING TO EACH RAFTER WITH (2) #10X4" SCREWS PRE-ENGINEERED WOOD OVERFRAMING TRUSSES AT 24" OC ROOF SHEATHING CONT UNDER OVERFRAMING SLOT AS NEEDED FOR TRUSS TO TRUSS CONNECTION PLYWOOD ROOF n SHEATHING t *! �� 2X8 AT 24"OC PROVIDE 2X8 BLOCKING AT 24"OC SIMPSON LUS26 HANGER EACH END EACH RAFTER ATTACHED WITH (4)10d NAILS TO NAILER AND RAFTER (1) PT2X8 NAILER TOP WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3A" EMBEDMENT 16" CMU BOND BEAM WITH (4) #5 CONT 8"X36" CONCRETE BEAM CB-3 CONCRETE SLAB SEE CIVIL CONNECTOI TYPE SEE SCHEDULE CONNECTOR TYPE 4 SEE rCHEDULE 2X4 BLOCKING AT 24" OC MAX - (1) PT2X8 NAILER TOP AND BOTTOM WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 8"X24" CONCRETE BEAM CB-1 CONCRETE FOOTING BEYOND SECTION 110 SCALE: 3/4" = V-0" S-6 2X4 X-BRIDGING AT 24"OC TO BRACE WALL TRUSS BEARING EL SEE PLAN 3 5/8", 16 GA CFS * STUDS AT 16" OC CMU LINTEL SEE SCHEDULE VENEER SEE ARCH STOREFRONT SYSTEM SEE ARCH EJ (1) #5 CONT CONCRETE SLAB SEE PLAN FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN #5 AT 24" OC 3/4" DIA THRU BOLT AT 12" OC IN VERTICAL SLOTTED HOLES — DRAG TRUSS SEE PLAN PLYWOOD ROOF SHEATHING TOP OF CMU EL +16'-4" — TOP OF BEAM EL +13'-0" 5/8" PLYWOOD WALL SHEATHING ON VAPOR BARRIER SIMPSON A34 AT EACH TRUSS ATTACHED WITH (8) 8d X 1 1/2" NAILS CONT PT (2) 2X8 TOP PLATE WITH 1/2" DIA ANCHOR BOLT AT 24" OC (12" EMBEDMENT) WITH 3" DIA WASHERS 16" CMU BOND BEAM WITH (4) #5 CONT 3 5/8", 16 GA CFSF STUDS AT 24" OC CONNECT TO WALL WITH 1/4" DIA TAPCON AT 24" OC MAX CMU WALL VENEER SEE ARCH - CONT L5X5X5/16 WITH 1/2" DIA BLOCKING AND ATTACHMENT ANCHOR BOLTS AT 24" OC WITH PER CANOPY MANUF 12" EMBED PRE-ENGINEERED WOOD TRUSSES SEE PLAN. - CONT (2) PT2X8 TOP PLATE TOP OF CMU EL +10'-0" BOTTTM OF BEAM EL +10'-0" 16" CMU BOND BEAM WITH (4) #5 CONT PREFAB METAL CANOPY SEE Al CMU WALL EJ CONCRETE SLAB SEE CIVIL I CONCRETE SLAB a SEE PLAN U -- Z ~ d g FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT .3 . • i a . n . CONCRETE FOOTING �:. SEE PLAN SECTION 111 SCALE: 3/4" = V-0" S-6 EJ CONCRETE WALK SEE CIVIL SECTION 112 SCALE: 3/4" = 1'-01, S-6 BLOCKING AS REQUIRED AT ROOF VENT PRE-ENGINEERED WOOD OVERFRAMING TRUSSES AT 24" OC 2X BLOCKING FOR SHEATHING ATTACHMENT TYPICAL UPLIFT CONNECTOR TYPE 1 SEE SCHEDULE PROVIDE 2X8 �— BLOCKING AT 24"OC <. 2X8 AT 24"OC (1) PT2X8 NAILER TOP WITH (2) 3/4" DIA ADHESIVE ANCHORS AT 24" OC WITH 6 3/4" EMBEDMENT 8"X36" CONCRETE BEAM CB-2 SECTION SCALE: 3/4" = 1'-0" (1) #5 CONT CONCRETE SLAB SEE PLAN FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH 3000 PSI GROUT CONCRETE FOOTING SEE PLAN #5 AT 24" OC PRE-ENGINEERED WOOD OVERFRAMING TRUSSES AT 24" OC UPLIFT AND SHEAR CONNECTOR BY TRUSS MANUF CONT 2X6 SLEEPER AT 24" OC MAX ATTACHED THRU SHEATHING TO EACH TRUSS WITH (2) / #IOX4" SCREWS SIMPSON HETA24 STRAP AT 24" OC WITH 4" EMBED IN WALL AND (9) 10d X 1 1/2" NAILS THROUGH SHEATHING TO RAFTER w V) O w m F O Z go IZ ¢ 0 Z Z O Li Li 2 w Z z O U Z O F= a: O Z 0 O Z o- 0 19 ,``,1,jlpnurgrrgq- ATLANTIC IF E NO. '*NGINEERING-' 6501 Arlington Expressway Building B, Suite 201 r0' T E v If`p Jacksonville, FL 32211 01�' <OR t.p PH: 904.743.4633 FX:904.725.9295 AES #317.107 11��,,ww tt.` ,1r�rOr, �.1n` W 'o DAVID L WEBB PE 47180 .w R. Wulbem Architect PA AA-0003433 Ik (904)339.3510 tat robort@walbom.rwt CO Z Z O N N Y U > a n. Uj D. w 0 tr LL w a Z! O � 6 00 ao 04 NO 0 N J O o I-� Z NO Z W u �O Y w U O 4 EL V goldco VERTIC L r� Aw O V v♦ V CV o C� Uj� Uj rn a: C) O Y Q Z � c a � LL Z w= mass a � Y�o woo O= F_U ��(A0 �:00 0 nowLo m Az� z 1 ZJ O In m v) Z O U Uj" ° � ) U W J N 0 Z F- H o F- w 111 2 N S-6 R. Wulbern NITH ON LUS28-2 END TRUSS WITH )P CHORD AN NITH ON LUS28-2 END TYPICAL ROOF OPENING FRAMING DETAIL NOTE: 1. SEE ARCH/MECH DRAWING FOR SIZE AND LOCATION OF OPENINGS. PLYWOOD WALL SHEATHING — 2X6 BETWEEN TRUSSES AT EACH STUD WITH SIMPSON LUS26-2 EACH END PLYWOOD WALL SHEATHING — PRE -FABRICATED WOOD TRUSSE SEE PLAN ATTACH LAST STUD TO BLOCKING WITH (2) #10 X 3" SCREWS AT 2'-0"OC 2X4 BLOCKING BETWEEN TRUSSES AT 2'-0"OC VERTICAL 2X4 FRAMING AT 1'-0"OC MAX ATTACH TO BLOCKING BELOW WITH SIMPSON LTP4 SLOTTED THROUGH ROOF SHEATHING DETAIL q SCALE: 3/4" = 1'-0" S-10 2X8 CONT NAILER 'X' BRIDGING AT 20'-0" OC MAX AND AT EACH END PLYWOOD ROOF SHEATHING LAP HORIZONTAL BRIDGING OVER TWO ADJ TRUSSES CONN. AT EACH TRUSS W/(2) 16d NAILS (LOCATE BRIDGING CLOSE TO TRUSS PANEL DIAGONAL BRIDGING CONN WITH (2) 16d NAILS. �- TYPICAL WOOD TRUSSES NOTE TO GENERAL CONTRACTOR: WHERE THE CEILING IS NOT TO BE ATTACHED DIRECTLY TO THE UNDERSIDE OF THE TRUSES, THE TRUSSES SHALL BE LATERALLY BRACED WITH CONTINUOUS 1" X 4" MEMBERS NAILED TO THE UPPER SIDE OF THE BOTTOM CHORD AT A MAXIMUM OF 6-0" ON CENTER WITH TWO(2)-16D COMMON NAILS AT EACH INTERSECTION OR AS SPECIFIED BY TRUSS MANUFACTURER. THIS LATERAL BRACING SHALL BE RESTRAINED AT EACH END AND AT 20'-0". ATTACH DIAGONAL BRIDGING TO NAILER WITH SIMPSON HGA10. TYPICAL BRIDGING DETAIL TRUSS CONNECTOR SCHEDULE TYPE CONNECTOR CAPACITY (LBS) 1 SIMPSON H10A WITH (9)10d UPLIFT = 1340 X 1 1/2 TO TRUSS AND (9) 1 Od X 1 112 TO PLATE 2 SIMPSON HUS26 WITH (14) UPLIFT = 990 10d X 1 1/2 TO NAILER AND GRAVITY = 2130 (6) 10d TO TRUSS 3 SIMPSON LTT19 WITH 3/4"DIA TENSION = 1310 BOLT TO NAILER/ WALL AND (8) 10d X 1 1/2 TO TRUSS NOTES: 1. CONTRACTOR SHALL VERIFY TRUSS REACTIONS DO NOT EXCEED CAPACITIES LISTED. 2. CAPACITIES ARE AT ALLOWABLE LEVEL. 2 OWA Architect PA AA - 0003433 Ik (904) 3292510 tel mbartowulbemmet (9 fN Z 2 NLU co Y a a Of °J 0 LL Fw- Q v N o •- e � co co N O N J O o Z w UId Uj LU aU Win EL w U 0 0 o: w O 0 w N w m 0 O Z } 0 Z Ld in to Z O w m w x 0 w z Q z Z O v z 0 IX IX 0 O Z 0 z ¢ Z ¢ 0 W F_ 111�1ouuunrggi ATLANTIC * 0.4 ENGINEERING=- '0 6501 Arlington Expressway �'. Building B, Suite 201 �'.• OF Jacksonville, FL 32211 ��' •• 0•1•p PH: 904.743.4633 FX:904.725.9295 �, s�q •��w R AES #317-107 ��V �•Or1WLt•` , 0 DAVID L WEBB PE 47180 goldco VERTIC L Z W04 W � O Yo Z� o M J Z aW�z Y �o rx =i o C _ W�uno- A/ 00 J Li. G� m(0z�' J ♦� V) mZ poi J_ 3 Q � a W 1 Q z J Q a � U � W J Z H g F-- H W W x N S-10 a- IIiCIIlI u FINISHED FLOOR ELEVATION 0.00't HB-1 i-14 3i- - - - - - - 3/-AL- - FS 1 ZS 4 � „ rye II I,� � E 1 hI!1�IiT I11111111111 Lh 111mII'IlVIV 11-. INV. ELEV. TP-1 31 -1.50t t '- CO-1 E I �•. 2"VTR I 3"VTR 0-------,------ Q 4" GREASE WASTE TO TWO (2) 1,250 GALLON IN -LINE GREASE Q7 1-1/2" MANUAL GAS SHUTOFF VALVE LOCATED AT 60" A.F.F. INTERCEPTORS. SEE CIVIL DRAWINGS FOR INTERCEPTOR LOCATION, ®3" HUB DRAIN WITH 4x3 REDUCER, HUB STRAINER AND 4" DEEP DETAILS AND CALCULATIONS.. SEAL TRAP. O2 GAS REGULATOR, ME ER ASSEMBLY AND GAS PIPING PROVIDED 9 0 TERMINATE 1-1/4" CONDENSATE DRAINS) AT MOP SINK. AND INSTALLED BY GAS UTILITY COMPANY. SEE CIVIL DWG'S FOR LOCATION AND ADDITIONAL INFORMATION. 10 3/4"CW UP TO ROOF FOR POST HYDRANT. SEE PLUMBING ROOF Q GAS FIRED WATER HEATER MOUNTED ON WALL. PROVIDE WITH PLAN ON SHEET P1-2 FOR CONTINUATION. CONCENTRIC EXHAUST TO ROOF. 11 3/4" CW DOWN TO HB-1. ® 1-1/4" GAS PIPING DOWN TO WATER HEATER. Q CAST IRON VALVE BOX WITH COVER FLUSH WITH FINISHED GRADE. Q GAS SOLENOID VALVE, INTERLOCK WITH HOOD FIRE SUPPRESSION 13 2" CW MAIN RISE TO ABOVE CEILING. PROVIDE SHUT-OFF VALVE SYSTEM IN ACCORDANCE WITH NFPA. VALVE SHALL BE FURNISHED ABOVE REMOVABLE CEILING TILE. BY HOOD FIRE PROTECTION SYSTEM MANUFACTURER AND AT FLOOR SINK. INSTALLED BY PLUMBING CONTRACTOR. T4 TERMINATE DRAIN FROM COMBI OVEN STEAMER © CONNECT TO KITCHEN EQUIPMENT. PROVIDE WITH GAS PRESSURE 15 TERMINATE DRAIN, FROM ICE MACHINE AND STORAGE BEN AT HUB REGULATOR & DIRT LEG AS REQUIRED. VERIFY GAS PRESSURE AND DRAIN. CONNECTION REQUIREMENTS WITH EQUIPMENT MANUFACTURER. GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. 2. GENERAL CONTRACTOR AND PLUMBING CONTRACTOR SHALL VERIFY GAS REQUIREMENTS OF THIS PROJECT BEFORE BIDDING AND PROCEEDING WITH WORK. 3. ALL HOT AND COLD WATER PIPING LOCATED ABOVE CEILING AREAS, BUT BELOW ROOF INSULATION, SHALL BE INSULATED WITH 1" FIBERGLASS LOW-PRESSURE TYPE WITH DUAL -TEMPERATURE JACKET. ALL HOT AND COLD WATER PIPING LOCATED OUTSIDE OF BUILDING INSULATION ENVELOPE SHALL BE INSULATED WITH A WATER RESISTANT JACKET AND MEET NECESSARY ENERGY CODE REQUIREMENTS, 4. LOCATE COLD & HOT WATER PIPES IN FURRED -OUT SPACES AND DOWN THRU WALLS. 5. PROVIDE FROST -PROOF WALL HYDRANTS. 6. PROVIDE SEPARATE SHUT-OFF VALVES FOR ALL EQUIPMENT REQUIRING WATER CONNECTIONS. 7. PROVIDE COUPLINGS TO ALL EQUIPMENT CONNECTIONS AS REQUIRED. 8. PROVIDE 1/4" DIAMETER AIR LINE ABLE TO WITHSTAND 50# PRESSURE, TO RUN OVERHEAD FROM SODA FACTORY DOWN TO TAYLOR SHAKE MACHINE. (WHERE APPLICABLE) 1 1 i GA F'ING PRE -PIPED W/HOOD. I G.C. T ROVIDE UNION AND CONN. t j BUILDING AS LINE AT TOP OF HOOD. (REFEREN HOOD DRAWINGS) 6 - -4 D . II �LNQ„PLU 1NObb rP�E FD-2"` � 4"GW E-1 E-1 E'-'1 I r CO-2 VE 16" HOOD r ., e I:11 n DK�4cD I I^ II 4 A C0'1 iui Cl I.= FE 11 ACED � °� IMi 4"G �Lo J 3„ VTR - I I E-1 (%� I r 4'GW -INV. ELEV. -2.75f O SEE CIVIL DRAWINGS - FON CONTINUATION. PROVIDE ISOLATING FLANGE ABOVE GRADE BEFORE ENTERING DUILDING. _ I O SEE CIVIL DRAWINGS FOR CONTINUATION. 1-1/2"G (574MBH) E- r- -- - P-1 I _(, F=6 -5 INV. ELEV. ........ - ,_ -30' m 4 -� SEE CIVIL DRAWINGS _ - I <•' FOR CONTINUATION 4" Z4 CTL2 In CO -2 �t-1 4''�PVC CONDENSATE .• / .I .. II rco-1-k ,} INV. ELEV. 2.40f' 16 NOT USED. Q NOT USED. 8 3/4" CW & HW DOWN TO BELOW GRADE. PROVIDE SHUT-OFF VALVE TO ISOLATE WATER TO TRASH ENCLOSURE AREA. 19 3/4" CW & HW ROUTED TO F-8 LOCATED AT TRASH ENCLOSURE AREA. WATER HEATER CONCENTRIC VENT. ROUTE WATER HEATER CONCENTRIC VENT TO THIS LOCATION TO MAINTAIN MINIMUM 10' CLEARANCE FROM HVAC FRESH AIR INTAKE. PLUMBING FLOOR PLAN SCALE: 1/4" = 1'-O" 9. PLUMBING CONTRACTOR TO FURNISH AND INSTALL MECHANICAL GAS SHUT-OFF VALVES FOR FIRE PROTECTION SYSTEM. 10. PROVIDE BACKFLOW PREVENTOR ON WATER LINES WHERE REQUIRED BY LOCAL CODES. 11. PROVIDE SUPPORTS AS REQUIRED FOR FIXTURES AND PIPING. 12. PLUMBING CONTR. TO COORDINATE VENT STACKS WITH OUTSIDE AIR INTAKES OF A/C UNITS AND SUPPLY FANS & MAINTAIN AT LEAST 10'-0" MIN. CLEARANCE OR AS PER LOCAL CODE REQUIREMENTS. 13. PROVIDE 2" COPPER SAFEWASTE LINE FROM SODA FACTORY TO FLOOR DRAINS/SINKS. 14. RUN SYRUP LINES FROM SODA FACTORY TO DRINK DISPENSERS ABOVE CEILING, 15. PROVIDE SAFEWASTE LINE FOR HOT CHOCOLATE, COFFEE AND TEA DISPENSER IF REQ'D 16. PROVIDE CONDENSATE LINES FROM A/C UNITS ABOVE CEILING ACCORDING TO LOCAL CODE REQUIREMENTS. 16a. PROVIDE CONDENSATE LINES FROM ROOF TOP A/C UNITS ABOVE ROOF ACCORDING TO LOCAL 'CODE REQUIREMENTS. 17. RESEAL FLOOR DRAINS ACCORDING TO LOCAL REQUIREMENTS. i � I 11 / 13 'III ' II I SEE 1 CIVIL HB-1 2 7�� DRAWINGS FOR I' CONTINIIAT-- 1 18, SAFEWASTE PIPING ABOVE AND ALONG FLOOR SHALL BE SIZED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 19. COORDINATE SAFEWASTE LINE CONNECTIONS WITH EQUIPMENT ROUGH -IN. 20. P.V.C. (SCHEDULE 40) PIPE CAN BE USED FOR VENTS AND WASTE ONLY IF APPROVED BY LOCAL BUILDING CODES. SEE SPECS. FOR ADD'L. INFO. (PVC NOT ALLOWED IF RUN IN AIR PLENUM). 21. COORDINATE LOCATION OF FLOOR DRAINS AND FLOOR SINKS WITH KITCHEN EQUIPMENT VENDOR DRAWINGS. 22. IF WALK -IN -BOX CONDENSATE LINE IS REQUIRED BY LOCAL CODE, PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL 1-1/4" CONDENSATE LINE, AND SEAL AROUND ALL PENETRATIONS THROUGH THE WALK -IN -BOX. 23. HEAT TAPE IS PROVIDED BY WALK -IN -BOX MANUFACTURER AND INSTALLED BY ELECTRICAL CONTRACTOR. IT IS TO BE SELF-LIMITING TYPE, "FROSTEX" OR EQUAL. 24. COORDINATE LOCATION OF HOSE BIB/IRRIGATION SYSTEM W/ LANDSCAPE DWG'S. 25. ALL EXPOSED WATER SUPPLY PIPING SHALL BE COPPER WITH PLASTIC ESCUTCHEON PLATES. 26. PROVIDE STAINLESS STEEL FASTENERS AT ALL EXPOSED LOCATIONS IN KITCHEN AREA. 27. ALL COVER PLATES IN TOILET ROOMS SHALL BE STAINLESS STEEL. PRESSURE •CONTRACTOR TO VERIFY, CONFIRM I AND COORDINATE WITH GENERAL I CONTRACTOR, HVAC CONTRACTOR, KITCHEN EQUIPMENT SUPPLIER AND UTILITY CGM1PANY TO DETERMINE THE TYPE OF FUEL SUPPLY, CONNECTING PIPE SIZE, LOCATION AND OTHER REQUIREMENTS REQUIRED FOR THE PROPER r'+ND SAFE OPERATION OF THE EQUIPMENT: L-----------J R. Wulbern Architect PA AA • 0003433 Ile w (004)329.2510 tel A? U robert@wulbern.net w U) z LL J U LL W a N F x U 3 O ILL x r w w H O u.i a •SEE RISER DIAGRAMS FOR ADDITIONAL PIPE SIZES, m L----- -----J a w 0 0 z O LL BUILDING GAS DEMAND FIXTURE CONN. MBH QTY. EACH EACH MBH ALL BROILER 3/4" 75 1 75 WATER HEATER 1-1/4" 199 1 199 RTU-1 - - - - RTU-2 - - - - RTU-3 - - - - RTU-4 - - - - GAS FRYER 3/4" 75 2 150 GAS FRYER 3/4" 75 2 150 TOTAL 574 REQ'D. PIPE SIZE 1-1/2" SYSTEM SIZED FOR GAS PRESSURES OF LESS THAN 2 PSI AND A PRESSURE DROP OF 0.5 INCH OF WATER COLUMN PER TABLE 402.4(2) OF THE 2010 FLORIDA FUEL GAS CODE. GAS PIPE SIZED FOR A TOTAL DEVELOPED LENGTH (TDL) OF 100'. MBH RATING FOR EQUIPMENT IS DETERMINED BY THE MANUFACTURER. SYSTEM DESIGN AND INSTALLATION IS FOR NATURAL GAS. *CONNECTION SIZES SHALL BE DETERMINED FROM MANUFACTURERS RECOMENDATION. W Z N Y o g a a w Ir � LLIL S2 w Y w 0 O m m LL LL �- r w F Q C O r O M I V N d � m 2 N IO M O O z w �O z Y U0 - Lu Q in W x m I- O IY in U0IL a a z 0 J 0 z w U ❑ a 0 'o z Id w to z0 z z } ❑ Z a J¢ J 0 Z z ry C FL m O Z y isb 0 2QQ D Duo- '�► o `'�' z0 n Lu Lu w W z `1 ROBERT L. ITINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. GALTON C. MOK PE 33192 1409 KINGSLEY AVENUE, BLDG 12A P & H LANE R. HINKLE PE 48076 ORANGE PARK, FLORIDA 32073 (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG. EB-4577 THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 p z 0 U z 0 0 LL z_ p1-1 9 w S, A 3"VTR J L MI FS-1 F-1 I / 3„ F-3 2" / I \\ NI CO-1 3•. \ I F-31 N I FD-1 -2 � I I F-2 FD-1 3• IN I CO-1 i \ i F�S`-1 U' ( E-1 HAN SINK E 1 \ J SODA \ L FOUNTAIN a1 TP-1 \ \ AND `�—�0 FROZEN \ \ \\ \ HB-1 \ MACHINE \ \7 2 HB-2 or \\ V /\\ BH FILTER I '3 / r 17.10 VEG. I PREP 1 \ SINK F-1 TP-1�/C / I\ 5.P 1/\ I 2 IF-3 I� TPLL-1 F2 7 t/-3 ' -TP-1 cp_4E-1 I 17/2</c2 ��0 HAND I �� J cL / SINK E-1 lrr �F-1 / I �1 HB-1I VALVE BOX WITH COVER FLUSH WITH `a FINISHED GRADE SEE CIVIL DWG FOR a FS-1 CONT. O 4" GREASE WASTE TO GREASE INTERCEPTOR. SEE CIVIL DRAWINGS FOR LOCATION AND INTERCEPTOR DETAILS. 02 3" HUB DRAIN WITH 4x3 REDUCER, HUB STRAINER AND 4" DEEP SEE CIVIL SEAL TRAP. DWG FOR 0 1/2" TRAP PRIMER LINE TO TRAP PRIMER. CONT SANITARY RISER NOT TO SCALE 3"VTR JIL I ,I I "' I I I E-1 HAND .T SINK FS-1 14 CO-2 FILTER SYSTEM E-1 GAS FRYERS �(4 TYP.) HOLD GAS VALVE 16" ® MINIMUM FROM HOOD 5 / v E-1 5'P 610 GAS BROILER E — 1 �\ VEN STEAMER I� t� �N,Q; N r } I� �\ J HB-1 N: \ E-1 � �\ I HAND I� SINK E-1 II/ E-1 3-COMP 2' CARBONATOR SINK c � 3 1 7 a F-8 0 I AT CN TRASH �I ENCLOSURE 1-1 /2"G r (574 MBH) P �KT CT, O cSEE CIVIL DWG FOR CONT. BELOW GRADE 0 GAS REGULATOR, METER ASSEMBLY AND GAS PIPING TO L.P. ® GAS SOLENOID VALVE, INTERLOCK WITH HOOD FIRE SUPPRESSION TANK PROVIDED AND INSTALLED BY GAS UTILITY COMPANY. SYSTEM IN ACCORDANCE WITH NFPA. VALVE SHALL BE FURNISHED LOCATE TANK MIN 10' FROM EDGE OF BUILDING OR SOURCE OF BY HOOD FIRE PROTECTION SYSTEM MANUFACTURER AND COMBUSTION. SEE CIVIL DWG'S FOR LOCATION AND ADDITIONAL INSTALLED BY PLUMBING CONTRACTOR. INFORMATION. 05 CONNECT TO KITCHEN EQUIPMENT. PROVIDE WITH GAS PRESSURE O GAS PRESSURE TO BUILDING IS 2 PSI. PROVIDE REGULATOR TO REGULATOR & DRIP LEG AS REQUIRED. VERIFY GAS PRESSURE STEP PRESSURE DOWN TO 10" W.C. INSIDE BUILDING. AND CONNECTION REQUIREMENTS WITH EQUIPMENT 1-1/4" GAS PIPING TO WATER HEATER. PROVIDE WITH GAS MANUFACTURER. PRESSURE REGULATOR & DRIP LEG AS REQUIRED. VERIFY GAS © MANUAL SHUTOFF VALVE LOCATED AT 60" A.F.F. PRESSURE AND CONNECTION REQUIREMENTS WITH EQUIPMENT 07 1/2" TRAP PRIMER LINE TO FLOOR DRAIN. MANUFACTURER. ® 3/4" 120'HW, 1" 140'HW AND 1-1/4"CW TO WATER HEATER AND MIXING VALVE. SEE WATER HEATER DETAIL FOR ADDITIONAL INFORMATION. DOMESTIC WATER & GAS RISER NOT TO SCALE ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. & 1409 KINGSLEY AVENUE, BLDG 12A H GALTON C. MOK PE 33192 P ORANGE P ARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG. EB-4577 THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 R. Wulbern w Architect PA 5 AA.0003433 Ilc. N U (904)329-2510 tel. N U robed@wulbern.net. O O 22 C O9 m v c � o c (D m m > a m � N w = = N0 d -moo C 01 N N a) m N N_ a� c d o' c N pl >` N B oa� o � U c c a 0) L � E c °? E N � U U 0cou to Y z u z W < W Y > > 1LLL m m W Q o o N i m = N O ip5 i O � L pp S Z "o Cl w z U W W -) _ ¢ a fx 0 00 galdea V E R TI C-',�° L O 04 • \ri J Lc) Z N tQ Q N rn W � ZU Yo m Z� �0 _ W = H}�- �0 0 D'' 'W^ U [--I a: (01 V Z) W Do pp J m3z�� 0 UK Z W J CL W U) (D Q o� N W J H s � F- W LLI 2 N P2- 1 I 0 0 F- W N O maw �X= X w w �W� O� OF LAX_ MJw u i Of O 0 CL 2 3 DIRECT BURY CONCRETE POLE I h I I I I I I I I I I 1-,1 5'-0" dl -I MIN 2'-0"'' 1 I- MIN I CONDUIT ENTRANCE I b __-7 PVC CONDUIT DIRECT BURY #8 GND WIRE TO 3/4" 1 X 10' CU GND ROD 1 18" #4 PIGTAIL AT POLE BASE 36" MIN HOLE, AND AT TOP I ° BACKFILL WITH STRUCTURAL FILL & COMPACT TO 95% DENSITY POLE BASE DETAIL (ALTERNATE ® POLE DETAIL NOTES: NO SCALE 1. PROVIDE POLE/LT FIXTURES WITH ALL REQUIRED HARDWARE FOR MTG. 2. PROVIDE/INSTALL CONDUIT, AND PULLSTRING, JEA SHALL PROVIDE/INSTALL CONDUCTORS, POLE, MTG ARM, AND LIGHT FIXTURE. INSTALL ALL PER UTILITY CO REQUIREMENTS. 3. PROVIDE AND INSTALL CONCRETE LIGHT POLE PER MANUFACTURERS RECOMMENDATIONS TO WITHSTAND LOCAL EPA WIND SPEED RATINGS FOR AREA OF INSTALLATION (161 MPH MINIMUM). LIGHT POLE/FIXTURE(S) HAND HOLE W/BLANK COVER POLE BASE COVER 1" CHAMFER `I I 2'-0" -1a GROUT AROUND I ° ° !4 ANCHOR BOLTS " .I I I I I I I ° I °° ° I +ND N 1 /2G PVC 2 l0 ----- --------------- ° _---_ - -___} CONDUIT 31 ------ ' ° a TRANSITION COUPLING a ° DIRECT BURY #8 GND WIRE TO 10' X 3'-05/8"'CU GND ROD MIN a1 (4) #7 REBAR RODS I ° I W/#3 TIES ® 12" O.C. • I a °I - • - °I ROUND CONCRETE BASE' d s ' BACKFILL AROUND BASE & COMPACT TO 95% DENSITY POLE/BASE DETAIL - NO SCALE DETAIL NOTES: 1. CONSULT CORPORATE CIVIL PLANS FOR OTHER REQUIREMENTS. ALL POLES/FIXTURES SHALL MEET OR EXCEED WIND LOAD REQUIREMENTS GIVEN BY LOCAL CODE. } 0 2 In '0.1 �1 �j501 10.1 t0.1 t0.1 to.1 o.0 (.0 Vo HARDEE RD AREA OF WORK 0.4 03 0`7 03 �6,6$�5�4�.d�.3 '0�6�$'£�'Z �6'2 �'2 J0'2�2JfL2 d.IJB.iJq.iJb�OT`0�0�+OD tfII � 0 $0 tif0 �b $OJiTO�tI.0�0.tT'b.IT}O.ff'0 0'O O�1D.O -�+ + + + .4 +0.5 +0.6 +0.7 +0 9 ID.O -- "-+ + + - - 1.1 1.1 1.0 1.0 0.8 0.9 1.1 1.4 1.6 2.1 2.6 3.4 4.9 7.2 .8 8 7.8 6.8 5.0 3.4 2.4 1.8 1.3 1.0 1.0 1.4 1 4 1 7,1.9 1.5 -0r8 1.0 1.5 .1 3.3 4.6 5.9 +7.0 .3 6.9 6.1 5.0 3.5 2.6 2.1 '1:T - 6 1.7 1.l t7 tT +1.8 2.1 2 �Q,a 3.0 13.2 4.0 5.0 6.7 7.2 +72 8.8 5.9 4.5 3.2 212 1.8 1.2 1.1 1.1 1.2 1.5 2.1 2.8 3.7 3.7 2.9 4.1 5.4 6.3 6.5 6.4 5.8 5.4 5.1 4.0 3.4 3.4 + 5-+ 55--59-5.2-4 9-5:7--6:0A.6 -6:9 6:8--irk 5.7 4:3 3 1 :6-'13-1:1 1.2 1.3 1:7 2.3 3.3 4.$ 6.4 S� 10. + +l + + + + + + + + + + + + + + +' + + + + + + + + + + + + + + + + + + + + + A 0.9 1.3 1,9 2.6 3.4 4.4 5.2 5.3 5.2 5.1 5.4 6.0 5.3 4.7 5.2 3.7 M4 1.3 ;3.3 5.2 4.8 5.5 7.8 8.0 6.6 6.1 +7.3 6.2 17.4 +7.4 +7.1 6.9 5.6 4.0 2.8 �.1 1.8 1.4 1.3 1.3 1.5 1.9 2.6 3.6 4.7 6 3 0.9 1.2'4� 2.3 2.9 3.8 4.1 4.3 4.3 4.4 5.2 6.6 6.7 6.1 6.9 4.2 2,4 122 05 6.2 60 6.9 9.4 9.5 8.0 74 86: � 1129.2 8.3 7.5 5.6 3.9 2.8 2.1 1.7 1.5 1.7 2.1 2.7 3.7 4.9 6.2.+6.8 \ 10.9 + + II 12.2 + + + 13.9 + --- - + + + 12.4 + + + + +� 1.21.72.83.23.73.94. L r _2 32:0.1.81 2\ 3.d,3.54.75.4 0 2 - - .__ -10 +1.3 )412,2 + 12.7 + 13.3 13.5 + + + + t3.8 + + + �5 ♦ � A 1.31...222.73.03.33.53.E 42.22. 2.73.13.84.24.75.24.94.53E 12.3 + + 13.0 + + + + + + + + + + + ¢ +1.1 1.41:82.62.83.02. I,Y 2.72.7 .03.3'd.54.1 4.4 13.93.52.9 . 1, [ I I ���YYY/// + + + + + + + + 1,512.0 r + +1.3 1.7 2.1 +2.6 +2.8 +3.0 +3.2 +3.3 +3. 1 3.2 3.4 .5 3.8 3.7 3.7 3. 8 2,5 %2.0 1,7 PROPOSED f 3.23.4 .83.8 .73.63.53.33.02.5 1.8 + i , r I I + + + + 13.3 + + + + t5 to z 2 2 6-.�.: �F+3- T�� , 3. I � BURGER KING I 1+ I+ + + \ -- 3.213.4 O 0 +4.2 .1 +3.8 +3.5 +3.3 +3.0 +2.5 12.1 +1. _ 1:5 1.8 2 1 2,4- 3- 3: '3. -3. 1 -- + + + + +2 + + I + + + + + + + + + u 1.4 1.6 1.9 2.2 2.4 2. .7 2.8 2. 0 3.1 3.3 1 4.2 3 4.2 3.9 3.6 3.1 2.8 2.3 + +' ._ + + 1 1.3 1.6 1.8 2.0 2.3 2. 6 2.7 2. li I J 2.9 3.1 .0 4.3 i.4 4.5 4.3 4.0 3.5 2.9 2,5 1 i + + +2.6 + + + + + + + + + + + 121.418 1�2.22.42.82.9 0 i _ � L __ '�" J 0 • .2�.54. 4.54.33.83.32.8 •�, { +1 0 +1 3 +1 5 +1 $ +2 1 +2 5 +2 7 +3 0 +3 1 _ -- A- L _- + + +_ 25 2 8 1 4 4 46 43 40 +3 6 +3 0 26 +1.8 �,9 +1. +1.5 +1.41 +1.3 +1.3 -�1. +2.1 +2. +2.3 +2.11 a_8 +11..7=t. +2.3 +2.6 +2.7 +2.6 +2.3 +2.3 +2.3 +2.4 +25+281+29+281*26+27+29+31 \2.02.42.83.03.23.43. ___- 24.44.34.1 3.93.53.02.52.22. 32.52.93.1 3.02.83.03.43.74.55.56. r + + + + + + + + + -+ + + + + + + + + +. + + + + + + + + + + +. + + +1.§+ + + + + + + + + + + + + + -+ + + + + + + + + + + 2.1 2.6 2.8 3.0 3.1 3.1 3.0 2.6 2.4'1.9 1.6 1.4 1.3 1.4 1'.8 2.8 4.3 6.2 5.4 5.7 6.4 5.4 5.0 4.3 4.0 3.8 3.4 2.9 2.4/2.1 1.9 1.9 1.9 2.1 2.4 2.8 3.2 3.4 3.7 3.9 3.8 3.7 3.5 3.1 2.6 2.3;2.0 2.0 2.5 2.9 3.2 3.1 2:9 3.2 3.8 4.2 5.1 8,2+7. \�9 2.3 2.7 2.9 3.1 3** 2.6 2.2 1.7 1.5 1.2 1.1 1,2 1.� 2.5 3,4 4.1 3.9 4.2 4.8 4.9 4.5 4.0 3.7 3.4 3.0 2.6 �11 1.8 1.6 1.5 1.6 1.8 g.0 2.PlilM.2 3.5 3.6 3.6 3.5 3.2 2.8 2.3 2.1 1.9 1.5 2 2.4 2.9 +3.2 3A-A0 3.3 3.9 4.2 5.1 6.3 \ .4+2.8+3.1+3.4+3.4+3.1+2,8+2.� 1,8+1.4+1.2+1.0+1.0+1.3+1,7+2:1-`2,2+2.3+2.8+3.3+3.8+4.1+4.1+3.8+3.3+2.9+2.41+1.9+1.6+1.4+1.3+1.4+1.6+i.9+2.4+2.9+3.3+3.6+3.9+3.7+3.4+3.1+2.6+2.2+1.9+1.7+1.8 2.4+2.8+3.0+3.0+2.8+3:4 3.5+3.9+4.7+582+6. ` 3 1 3.7 4.1 4.1 3.6 3.0 2.4 1.8 1.3 1.1 0.9 0.9 1,0 1.2 1.3 1.4.E 2.3 3.0 3.Z 4.3 4,4 4.2 3.7 3.1. 2.4 1.8 9.5 1.3 1.2 1.3 1.5, 1!8 2.3 $.0 3.8 42 4.4 4.3 3. 8 1.6 1. 1.9 2.2 zti9 2.8 2:8 2.8 3:0 3.2 3.9 4.6 5. 34.74.7\4.23.4 +2.61.91.41.1 O:Q 0.80.8 0.91.01.21.7 +2.3 5.04.94.23.42i5�.01.5,1.31.2':1.2 1.51,92.5 3.34.1 4.9'5.1 5.04 1.81. 1,8�.1 \ .4242.5,83.03.34. 5.75.75.14.03.02.11.5•,1A 0.9Q.70.70.81.01.21.82.5 5.85.03.92.92.1 1.5131.21.31.52.02.73.7h.85.88:05.85.0 1.51. 1.71. 1.91.91.'122.42. 6.5 5.� 4.5 3.3 2.y 1.8 �':p 0.9 0.8., 0.7 0.8 `.1.0 1.3 1,8 2.7 3. 6.5 5.6 4 3 3.2 2 2 1.7 1- 1.2 1.3 1 6 2 1 3.0 4 1 5.b\6.4 8 �.5 5 6 4. 1.5 1.� 1,5 1. 1.4 1.4 1.5 1.8 1. 2 C _ I +1.0 +1.0 .0 +1.1 +1. S2 S2 S2 +of+D.7 .7 +�+0. +0. +0.5 .5 + . +0. ------- 0.4 +0.4 +0.3 .310.310.4 r'.. SITE POLE FIXTURE SCHEDULE i PHOTOMETRIC SITE PLAN SCALE: 1" = 20'-0" ® PHOTOMETRIC NOTES: 1. SEE ELECTRICAL SITE PLAN FOR CIRCUITING INFORMATION. SYMBOL APPROVED MFRS. ** SI M E FIXTURE DEL LIGHT LAMP INPUT POLE TYPE WATTAGE LIGHTING XLCM-FT-LED-SS-CW-HSS SINGLE ON 5SOBO-S21G-23, ±18' POLE *** 193 LED 193 0-0 SYSTEMS +18' POLE + 2' BASE 20'-0" MAX. HEIGHT TO TOP OF "S2" * INC. FIXTURE ADJUST CONC. BASE or BURIAL DEPTH AS NEEDED. PAINT TO MATCH SHERWIN WILLIAMS #2103 OR #2206 * PROVIDE ALL "S2" & "S2" FIXTURES WITH EXTERNAL HOUSE SIDE SHIELD IN ADDITION TO INTERNAL HOUSE SIDE SHIELD OPTICS. ** APPROVED MANUFACTURER'S SHALL INCLUDE EQUAL FIXTURES BY, RUDD LIGHTING AND H&L LIGHTING. *** PROVIDE SEPARATE PRICING FOR OWNER OPTION, IN LIEU OF METAL POLE ON 2FT CONCRETE BASE, PROVIDE DIRECT BURY CONCRETE POLE WITH MATCHING DISTANCE ABOVE GRADE. SEE "POLE BASE DETAIL", OR "POLE BASE DETAIL (ALTERNATE)" FOR ADDITIONAL REQUIREMENTS. +0.2 +0.3 Schedule Symbol Label Quantity Manufacturer Catalog Number Description Lamp Number Filename Lumens Light Loss Wattage Lamps Per Lamp Factor 8 N 1 LSI INDUSTRIES SWM-2-LED-CW-UE Wall mounted l' below canopy, LED 1 SWM-2-LED- 4074.796 0.95 41.6 security light CW-UE.IES 6 LSI INDUSTRIES XPWS3-FT-LED-48-450- Wall mounted at 14', area light LED 1 XPWS3-FT- 6154.666 0.95 72 8 L CW-UE LED-48.450- CW-UE.ies 7 LSI INDUSTRIES XLCM-FT-LED-SS-OW- Area Site Pole Light, Mounted on Pole ILED 1 XLCM-FT-LED- 1 16556 0.95 191.7 0"0 S2 INC. HSS Refer to Schedule for Fixture Ht. SS-CW- HSS.Ies Statistics Description Symbol Max Avg Min Max/Mln Avg/Mln Parldng/ Drive +H 11.2 fc 13.0fc 10.2fo 1 56.0:1 1 15.0:1 Property Line + 10.7 fc 10.1 fc 10.0 fc I N/A I N/A +t0.0 N.0 11b.0 11p.1 b.1 Ito.1 0.1 t0.1 f.1 F.1 .1 to.0 to.0 to,0 to.0 to.0 10.0 ENTIRE SHEET ` ®� REVISED (` Q) 1/4/18 2813E01 POWELL & HINKLE ENGINEERING P.A. ROBERT L, HINKLE PE 2930, 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33194 H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 4807E (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 :RING CORPORATION FLA. REG. EB-4577 RICHARD A. MATHEWS PE 5941E DAVID R. SPELL JR. PE 5472E R. Wulbern Architect PA Q On AA-0003433 Ik rn O (904) 329-2510 tel N O rob•rtwrulbern.net 0. a S O` N N c a1 IL` c M ti c Y o c d rn w. rn(D �a to N t E O 0) cc rn m d� c m m d N Nc d � c y _rnc W 01 y c m o .o chi c O t01 c d t � c y 7 O �r Z o o W tiS2 U f 2 g w M m LL 0 LL w Q O � o 0 0 6 > w N m 1 O O Z w R~�O Z 3C ,3 w 0 U Oo CL Cgoldco •• ,arunr=.rM,,.:. VERTIC L 0 V 4) V rJ C) `i CV ti a CA z Q CV LO *' w ZU Yo ca Z_j �_j p�LU �OF=o V j w ���U) O PQ 00 J mCZR�Of� *Il U � Z Q LU J 2 a- F- F- 0cl) a. EO-1 Q 0 2 j HARDEE ROAD �N I --------------6 — — — — - - TRAFFIC ----- - C SIGN �F. I III c":I% I\' FLAG 6 POLE (VERIFY) PYLC SIGN (VER A-17 / / / I 1 I 1 1 I I I I �--•--------- OVERHEAD TELE. CO. S2 BUILDING MOUNTED A-13 LIGHTS (TYP, SEE 41111111111111 PROPOSED BURGER KING — _ — — — — — — AREA OF WORK SIGN I S2 A-9,11 —.. — - -DRIVE-THRU MENU METER, SHUNT BOARD & COMM SYSTEM TRIP, MTS & GEN. (SEE LIGHTING PLAN) _TAP BOX SEE - RISER DIAGR 4 SECONDARY ��� \ UNDERGROUND 5 CONDUIT (TYPICAL) Q, � I UTIL. CO PROPOSED PRE-SELL MENU \ TRANS. BOARD (SEE LIGHTING PLAN) 1 I PRIMARY \\ \ S2 I � \ I v 1� I / /------- -- TELE --, CABINET ----__8T EC7EC TE UITLfTY — — --— — — — — — — — — — — — — — — — CO3 - _ _ --- — — ® SITE PLAN NOTES: --' --' -" 1. PRIOR TO START OF ANY WORK OBTAIN WRITTEN APPROVAL FOR LOCATION OF PRIMARY SERVICE CONDUIT & CONNECTION POINT PER ELECTRIC UTILITY CO DIRECTION. PROVIDE/VERIFY (2) 4" SCHEDULE 40 PVC CONDUITS W/36" RADIUS ELLS TO UTILITY SERVICE CONNECTION POINT. PROVIDE CONDUIT W/PULLWIRE AND MAINTAIN 42" MINIMUM DEPTH, CALL FOR INSPECTION BEFORE COVERING, PRIMARY AND SECONDARY CONDUIT/FEEDER LOCATIONS ARE CONTINGENT UPON ELEC UTILITY CO APPROVAL. PROVIDE PULLBOX/CONDUIT/PULLWIRES AND GROUND RODS PER ELEC UTILITY CO REQUIREMENTS. SEE 'POWER RISER' FOR COMPLETE REQUIREMENTS. 2. PRIOR TO START OF ANY WORK OBTAIN WRITTEN APPROVAL FOR LOCATION OF SERVICE CONDUITS & CONNECTION POINT PER TELEPHONE UTILITY CO DIRECTION. PROVIDE/VERIFY TELE CO REQUIREMENTS OF (2) 2" SCHEDULE 40 PVC CONDUIT RUN OUT PAST PROPERTY LINE, W/200LB PULLWIRE, SEAL ENDS TO PREVENT GAS/WATER/RODENT INTRUSION, 24" MINIMUM COVER, CALL FOR INSPECTION BEFORE COVERING. SEE ALSO 'TELEPHONE RISER DIAGRAM' FOR COMPLETE REQUIREMENTS. 3. PRIOR TO START OF ANY WORK OBTAIN WRITTEN APPROVAL FOR LOCATION OF SERVICE CONDUITS & CONNECTION POINT PER CABLE UTILITY CO DIRECTION. PROVIDE/VERIFY CABLE CO REQUIREMENTS OF (1) 2" SCHEDULE 40 PVC CONDUIT RUN OUT PAST PROPERTY LINE, W/200LB PULLWIRE, SEAL ENDS TO PREVENT GAS/WATER/RODENT INTRUSION, 24" MINIMUM COVER, CALL FOR INSPECTION BEFORE COVERING. SEE ALSO 'TELEPHONE RISER DIAGRAM' FOR COMPLETE REQUIREMENTS. 4. SERVICE ENTRANCE SECONDARY FROM ELEC UTILITY CO TRANSFORMER, SEE 'ELECTRICAL RISER DIAGRAM' 5. PROVIDE ALL CONDUITS WITH MULTI -STRAND POLY -CORD PULLSTRING (TYPICAL). 6. FIELD VERIFY & COORDINATE EXACT LOCATION OF EQUIPMENT WITH OWNER AND SIGN CONTRACTOR. SEE 'ELEC LIGHTING PLAN' & ELEC POWER PLAN' FOR COMPLETE REQUIREMENTS. TRAFFIC - - TRAFFIC SIas GN O 6 — 1/4/18 2813E02 POWELL & HINKLE ENGINEERING, P.A. ROBERT L, HINKLE PE 29301 1409 KINGSLEY AVENUE, BLDG 12A GALTON C;, MOK PE 3319r4 P & H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 4807E (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB--4577 RICHARD A. MATHEWS PE 5941E DAVID R. SPELL JR. PE 5472E R. Wulbern A . Architect PA c AA.0003433 Ilc U (904)329-2510 tel N V robed@wulbe,n.net 0 U N N C N .0 a C m 0 cd m w � to � 0) 0 E 0 0 m c rn � -N m d z W U N cn r 0 Y 0 M a a Lu m m O 0 n LLJ Q O O N d _ > w (� m F 2 �N a N) O O , E o z W U Z Y W — m m a w o u Oo 0- goldco `✓ERTIC L C V J ice+ N Lo ti C z Q N m W � ZU co Y$ I caW Z_ ro W�LL p�UO�5 LOU E''=o :DowW CO CD Z t73 l M I } U) N U Q J � � d , � W W F_- W a W J p H F- W w m W EO-2 - ---- I I I I I I I � 01 (a) i (b) (c) (d) 2 KITCHEN SERVE/ REST DINING CREW ROOMS ROOM 48"AFF FLOOR 0 0 0 0 0 0 0 0 0 0 0 0 SWITCHBANK DETAIL SCALE: N.T.S. ® DETAIL NOTES: 1. AREA LIGHTS SWITCH DESIGNATION, SEE 'ELEC LIGHTING FOR CIRCUIT NUMBER. 2. PROVIDE ABOVE FACEPLATE LAMINATED PHENOLIC STRIF THICK AND ENGRAVED TO SHOW BLACK LETTERS ON Wh BACKGROUND WITH NOT LESS THAN 1/4" HIGH LETTERS 3. PROVIDE 3—WAY SWITCHES AS REQUIRED. r- - - - r I I I I I I M R. Wulbem t uiArchitect PA O O AA • 0003433 110. y U (904)329•2510 tel . N U robertswulbern.net. Sy N W d oto o W U coi a uj � S2 2w S2 W p m m a o r n W Q 0 0 0 d rl 6 > W N_ m F to O O O Z Luu U Z 3 w � x = °` a w O V O O CL J Q H z W 0 z Z 0 U a goldco„„„� VERTIC : L �F+ C O J •E+ U) `i N ui � N Q Z <N u' W Lo Itr ZU Ye t— O Z LL O 0 � WU[--I=° P U) m o w oc) J MCDZ§� U aQ U o (D Z Z W i— W J w o J z w W W E 1 - 1 1" CONDUIT IN MENU BOARD WALL TO TERMINATE ABOVE CEILING. (TYPICAL) 7I P-RING (TYPICAL) DUPLEX RECEPTACLE (TYPICAL) - o M MENU BOARD SOFFIT - \- DIGITAL MENU BOARD DISPLAY REFER TO ARCHITECTURAL (BY OTHERS, TYPICAL) ELEVATIONS SHEET. DIGITAL MENU BOARD INSTALLATION SCALE: N.T.S. NOTES: 1. (1) DUPLEX RECEPTACLE PER SCREEN 2. (1) P-RING PER SCREEN WITH 1" CONDUIT TO ABOVE CEILING. DATA CABLE TO RUN TO MEDIA PLAYER(S) IN OFFICE 3. VERIFY NUMBER OF SCREENS USED (3 OR 4) PRIOR TO INSTALLATION OF RECEPTACLES AND P-RINGS. 4. DETERMINE SCREEN AND MOUNTING BRACKET MODELS PRIOR TO INSTALLATION OF RECEPTACLES AND P-RINGS. 5. REFER TO ELECTRICAL POWER PLAN SHEET FOR CIRCUITING REQUIREMENTS. ---------------- STUB-UP ABOVE CEILING (TYP FOR 3) I I I I I 90 I s0A L I ' A-35 B-1 11.16 B-7 �0('17.54 B-21 15,11 M-12 /M-14 ._: III 15.65 „ REFER TO ELECTRICAL L TECHNOLOGY PLAN SHEET FOR POS. SYSTEM ELECTRICAL INFORMATION I.x © CUSTOMER PICK-UP SERVING ' U U 90 90A A- -'� SOUND, POWER & _- ► 18 DATA CABLE FOR DRIVE-THRU LOOP <.iy ---------------------------------------------------- �7RAP NOTE. DETECTOR LOOPS ARE REQUIRED ATiTHE I' ORDER CONFIRMATION UNIT AND AT EACH 92 OF THE DRIVE -THROUGH WINDOWS I I 51 27 B-16,18 30.26 L � I CORRIDO r ---- I I I I I I I 90 I III 1 90A I ' ,I 5.11 .71 3L,I �1� � I,' 1 , l�j'10318 PNL-D 1 __. 959L5I 90A _ ._ . n „ T PNL-B PNL-M ---- G� 3701 84 B PNL-A O B-25 0 20.57 2 51.27 51.20 I'I 1 A-16 BUG 10 . I 50.02 PNL-C A-34 TRAP ® =1 B-9 (VERIFY) B-1 1 13 PNL-D2 23B (TIE) 4 . ,. KITCHEN 1 �Y r� �� ,� A-2� I H - 92" ' U A-18 : COOLER ° lid -I I I lisl " j, I 0 A-10 i?_� A-20 A-32 1 I I I I ) I I I MAIN �REAKER SHUN TRIP - CT CABINET W/METER ABOVE SURGE ARRESTOR I 12 IB-202 i ---I 48 I 55 " TO C.U. 16.61 ! WP REAR DR p H 40.05 18.21 ( _ I ALARM I� � 11 15 78' J QOWP B 24: J TO R 18 -- �,. WP I A-41i (TIE) NOTE: REFER TO OFFICE ELEVATION, 21 ELECTRICAL TECHNOLOGY PLAN J A-39 SHEET, FOR LOCATIONS AND CIRCUITING OF PHONE JACKS FREEZER �1. AND RECEPTACLES IN OFFICE. I 9701108 -Il__ 1U ELECTRICAL POWER PLAN I I SCALE: 1 /4" = 1'-0" I I L.. �. __ ....... .-.. _ ....-..._.. . __ _.......... .............. ........ ..... .... ._ _... J ® KEYED NOTES - ELECTRICAL POWER PLAN: 1. FRYER HOOD: PRE -WIRED. (WITH RECEPTACLES BY HOOD MANUFACTURER. ELECTRICAL CONTRACTOR TO MAKE CONNECTION AT JUNCTION BOX AT THE TOP OF THE HOOD. BROILER HOOD: PRE -WIRED (WITH DUPLEX RECEPTACLES) BY HOOD MANUFACTURER. ELECTRICAL CONTRACTOR TO MAKE CONNECTION AT JUNCTION BOX AT THE TOP OF THE HOOD. ELECTRICAL CONTRACTOR TO PROVIDE RECEPTACLE AND COVER PLATE FOR THE OVEN AND BROILER BASED ON EQUIPMENT SELECTED. 2. ELECTRICAL CONTRACTOR TO RUN CONDUITS AND WIRE THROUGH THE EQUIPMENT CHASE AND CONNECT TO CIRCUITS PROVIDED IN THE JUNCTION BOX BY EQUIPMENT MANUFACTURER. 3. SWITCH GEAR OPTION #1: RECESS ELECTRICAL CONTACTOR PANEL & PANELS 'A', 'B', & 'M' IN FURRED OUT WALL ADJACENT TO EXTERIOR FRAMING. G.C. TO VERIFY PANEL SIZES PRIOR TO FURR-OUT TO INSURE ADEQUATE SPACE. SWITCH GEAR OPTION #2: HILL PHOENIX INTEGRATED WALL UNIT INCLUDES PANELS 'A', 'S', 'M' AND MASTER CONTACTOR PANEL IN ONE CABINET. UNIT TO BE SURFACE MOUNTED ON 4" HIGH CONCRETE CURB. REFERENCE TO MASTER CONTACTOR PANEL SHEET AND ELECTRICAL RISER AND PANEL SCHEDULES SHEET FOR ADDITIONAL INFORMATION. 4. REAR DOOR ALARM: "MONITOR 4000" BY SECURITY PRODUCTS, INC. OR APPROVED EQUAL. MOUNT SIMPLEX RECEPTACLE FOR POWER SUPPLY 6" ABOVE CEILING. 5. PERMANENTLY CONNECTED KITCHEN EQUIPMENT NOT SUPPLIED WITH ON/OFF UNIT SWITCH (WHICH IS PART OF THE APPLIANCE) TO SERVE AS A. DISCONNECTING MEANS. UNIT SHALL BE SUPPLIED WITH A DISCONNECT AS PER N.E.C., FURNISHED BY THE ELECTRICAL CONTRACTOR. 6. G.C. TO VERIFY ELECTRICAL REQUIREMENTS FOR FIRE SUPPRESSION SYSTEM AND AUTO-SELENOID GAS SHUT-OFF VALVE. 7. RUN 2" CONDUIT TO MANAGERS OFFICE FOR CABLE TV. 8. HEAT TAPE IS PROVIDED BY THE WALK-IN BOX MANUFACTURER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. CONTRACTOR SHALL COORDINATE INSTALLATION AND SUPPLY 120V CIRCUIT AND RECEPTACLE AS DIRECTED BY BOX MANUFACTURER. 9. DIGITAL MENU BOARDS (VERIFY 3 OR 4 BOARD INSTALLATION): PROVIDE (1) DUPLEX RECEPTACLE FOR 120V .CIRCUIT AND (1) P-RING FOR DATA CABLE AT EACH MENU BOARD SCREEN. REFER TO DETAIL, THIS SHEET. 10. STAINLESS STEEL SERVICE CHASE TO CEILING FURNISHED BY THE EQUIPMENT MANUFACTURER. 11. CONTRACTOR SHALL OBTAIN WIRING DIAGRAM FROM THE WALK-IN BOX MANUFACTURER AND INSTALL AS DIRECTED. 12. CONTRACTOR SHALL COORDII9ATED EQUIPMENT INSTALLATION WITH THE EQUIPMENT MANUFACTURER'S INSTALLATION PERSONNEL. 13. PRE -WIRED TABLES AND BLANCH CIRCUITS DISCONNECTED FOR SHIPMENT TO BE RE -CONNECTED BY ELECTRICAL CONTRACTOR. 14. ELECTRICAL CONTRACTOR T6 PROVIDE CORD AND PLUG AND WIRE TO BROILER BASED ON EQUIPMENT SELECTED. 15. CONTRACTOR SHALL COORDINATE CONDUIT RUN BETWEEN FREEZER/COOLER EVAPORATORS AND ROOF -TOP REFRIGERATION UNIT WITH THE MANUFACTURER'S FURNISHED WIRING HARNESS. 16. TELEPHONE CABINET AND (2) 2" SERVICE CONDUIT STUB -UPS SHALL BE RECESSED INTO THE WALL. VERIFY EXACT LOCATION WITH OWNER/ARCH PRIOR TO ROUGH -IN. 17. MASTER CONTACTOR PANEL. REFER TO MASTER CONTACTOR PANEL SHEET AND NOTE #23, BELOW. 18. FIELD VERIFY LOCATION AND STUB -UP I(3) 1"0 CONDUIT TO JUNCTION BOXES LOCATED 12"AFF, AT BASE OF DRIVE -THROUGH ORDER STATION #1 FOR DRIVE -THROUGH OUND COMMUNICATIONS SYSTEM, S, DATX� AND POWER FOR DRIVE THROUGH DETECTOR LOOP. FROM JUNCTION BOXES, PROVIDE (3) 1"0 CONDUITS WITH PULL.WIRES TO ABOVE CEILING. 19. 6" BELOW CEILING FOR CONDENSATE DRAIN LINE TAPE HEATER. 20.TO MASTER RELAY PANEL. REFER TO MASTER CONTACTOR PANEL SHEET. 21. MANUAL ON -OFF CONTROL PANEL. REFER TO MASTER CONTACTOR PANEL SHEET. 22.PROVIDE FLUSH MOUNTED JBOX WITH BLANKING PLATE FOR FUTURE SELF -ORDER KIOSK. ROUTE 1/2"C W/ PULLWIRE TO OUTLET JBOX AS SHOWN FOR FUTURE EXTENSION TO KIOSKS. SEE TECHNOLOGY PLAN FOR ADDITIONAL NOTES L-------J 3/26/18 2813E12 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 P & H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG. EB-4577 THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 R. Wulbern y y Architect PA O O AA • 0003433 Ilc W U (904)329.2510 tel. N V robert®wulbern.nel z Z z 0 to Y z z d N 52 S2 a af 0 0 It m m LU. O O N 0 O O O c e rl > W g N m F- i O o z W U �O z Y a W It °` a of 0 U O 0 (L goldco v mn n VERTIC L O V J U) N N z Q �N Lu � W 19T 0. i- a ZU o Y _j @� z� �� W= �UO::)Z) Lu C) oou W 00 _j =OW cp J W �J FI Lo � Z U :5 o U w 3 W CL W J F- 0 p H H W W U) E1-2 ITEM # 4T ....... - DESCRIPTION SHAKE & SOFT SERVE MACHINE SUPPLIED !INSTALLED: BY I K E S BY K.E.S. U EQUIPMENT VOLTS/ 20P�HASE 3 / SCHEDULE AMP OS 1 0 WATER DRAM` GAS BTU NOTES 15.11Si 1 1(2) DEDICATED CIRCUITS 15.65 1 FROZEN BEVERAGE DISPENSER K.E.S. K.E.S. 208-2 18.0 GFCI, WITH CORD AND PLUG, NEMA .. 16_-20R, 16.21 1 ICE CUBER K.E.S. K.E.S. 208/230 3 12.5 1/2 !WITH FEED TO REMOTE CONDENSER. WITH NEUTRAL FOR 120V LOADS. 16.61 1 ICE CUBER CONDENSER K.E.S. K.E.S. 120-1 15 �.... CONNECT TO ICE CUBER #16.21 17.54 1 COFFEE -TEA BREWER K.E.S. K.E.S. 208-1 13.0 1/2 F j _ WITH NEUTRAL FOR 120V LOADS. 19.81 (NOT USED) I EXPO SANDWICH EXPEDITER STATION: (1) KITCHEN MINDER (1) KITCHEN MINDER GRADE 20.57 1 (2) DRIVE -THROUGH TIMERS K.E.S. G.C. 120-1 1.9 (1) STOCK LEVEL LIGHT (1) CLOCK (1) UNDERCOUNTER REFRIGERATOR 21.79 1 ........... ,....-... --_. MAIN PREP PANEL WITH ROC HEAT CHUTE (1) BROILER HOOD (7-7")- ....- K.E.S. K.E.S. I 120/208-31 ..-... 104.3 ........ I 23.26 (1) EXHAUST FAN K.E.S. G.C. 208-1 8.8 (1) ROOF CURB 238 1 SMOKE DETECTION SYSTEM W/ MANUAL PULL K.E.S. K.E.S. 120-1 1.0 ..... 24.24 1 BROILER (GAS) K.E.S. K.E.S. 120-1 11.0 25_11 1 _ - MEAT FREEZER K.E.S. K.E.S. 120-1 I Y- 6.0 30.26 1 -- FRY DUMP STATION (NEXT GEN) K.E.S. K.E.S. 208-2 16.0 31.28 4 FRYER BANK (GAS) K.E.S. K.E.S. 120-1 10.0 31B 1 SHORTENING STORAGE UNIT WITH CADDY K.E.S. K.E.S. 120-1 32.10 1 FRYER FREEZER/DISPENSER K.E.S. K.E.S. 120-1 11.0 (1) FRYER HOOD W_41 I _ 33.12 (1) EXHAUST FAN K.E.S. G.C. 208-1 12.0 (1) ROOF CURB I 36.71 f 1 COMBI OVEN- STEAMER K.E.S. K.E.S. 208-3 19.1 37.01 1 HEATED HOLDING CABINET K.E.S. K.E.S. j 120-1 7.5 r 20080_3 13.0 40.05A 1 COOLER WALK-IN BOX iiC.E.S.-'li G.C.. 3„ 40.05E -: 1 FREEZER WALK-IN BOX K.E.S. G.C. 208-3 18.0 3" 40.89 1 TRUE REACH -IN FREEZER ( K.E.S. K.E.S. 120-1 6.5 50.02 1 MICROWAVE K.E.S. K.E.S. 120-1 15.0 51.20 2 PRODUCT HOLDING UNIT- 3X4 'I -- ... K.E.S. K. E.S. 208-1 16.0 51.27 1 PRODUCT HOLDING UNIT- 2X4 K.E.S. .E.S K.E.S.- 208-1 12.0 55.11 2 RAPID VERTICAL TOASTER PRINCE CASTLE K.E.S. K.E.S. 208-1 13.0 TX208 959.5 1 EGG STATION K.E S K.E.S. 208-1 11.4 970.0 1 SAFE - INTELLIGENT SAFE 20x2Ox3O K.E.S. K.E.S. 120-1 1 I 90 5 P.O.S. DEVICE K.E.S. K.E.S. 120-1 1.2 -... ........ I 90A 7 P.O.S. PRINTER K.E.S. K.E.S. -- 120-1 1.2 90.0 1 SPEED OF SERVICE TIMER _K.E.S. K.E.S. i 120-1 1 1.2 94A �I 1 MENU BOARD OWNER G.C. 120-1 7.8 10.25 1 BEVERAGE DISPENSER (SELF -SERVE) K.E.S. K.E.S. 12CI-1 5 1/2 C 3/4 10.82 1 CARBONATOR K.E.S. K.E.S. 120-1 6.5 910.88 1 WATER BOOSTER K.E.S. K.E.S. 120-1 6.2 11.16 1 �CE/SODA DISPENSER (CREW) K.E.S. K.E.S. 120-1 5.3 1/2 C 3/4 EQUIPMENT SCHEDULE NOTES: 1. PRIOR TO ROUGH -IN, CONTRACTOR SHALL VERIFY ALL ELECTRICAL REQUIREMENTS AND ADJUST/PROVIDE ALL CONNECTIONS, WIRING, AND BREAKERS SIZES AS REQUIRED. 2. ALL 120 VOLT, 20 AMP RECEPTACLES LOCATED IN KITCHEN AREA SHALL BE PROTECTED BY A GFCI (GROUND FAULT CIRCUIT INTERRUPTER) TYPE CIRCUIT BREAKER. GFI TYPE OUTLETS SHALL NOT BE ALLOWED. KITCHEN MINDER TO BE LOCATED ON MAIN PREP BOARD, FACING FRYERS (ON PHU). KITCHEN MINDER GRADE, DRIVE -THROUGH TIMERS, LEVEL LIGHT AND CLOCK TO BE CEILING MOUNTED CENTER DEVICES ON MAIN PREP BOARD, OVER TOASTERS, FACING SERVICE COUNTER. CONNECT TO / TABLE MODULES B, C & NEICO BROILER TYPE 3/4 75,000 GFCI, WITH CORD AND PLUG ;GFCI, WITH CORD AND PLUG CORD AND PLUG f 60/3/ - j N.F./3R 5 FTU ----� HTU-2 11 I --RU--LI ----- J60/3/N.F./31R ; I I I I I I I I I I I I C _ '- - -- ----------- WP L_ B-30 I LB-26 _ .--. EF-1 EF-2 -- I 6 30/1/N.F./3R 6 30/1/N.F./3R I RTl 3 I WP LQ E L9 -10 -- M 60/3/N:/ 1R 30 N.FI/3R M-7 � MT-10 60/3/N.F./3 C Qw_RRI O v--- M 9 11 Wfj 9 10 I M-13 FROM BELOW O4 EF-3 C 30/3/N.F./3R I - `11_�30/1 /N.F./3R I --------------------------- L---------------- �® ELECTRICAL ROOF POWER PLAN SCALE: 1/8" = 1'-O" ® KEYED NOTE - ROOF POWER PLAN: 1, OPTIONAL WEATHERPROOF OUTLET 30" A.F.R. FOR TV VIDEO CAMERA. RUN CONDUIT TO BLDG. INT., VERIF SIZE AND LOCATION WITH OWNER. 2. REMOTE FREEZER COMPRESSOR CONDENSING UNIT, 3. REMOTE COOLER COMPRESSOR CONDENSING UNIT. 4. TO FREEZER EVAPORATOR. 5. TO COOLER EVAPORATOR. 6. STUB -UP CONDUIT ADJ. TO ROOF CURB AND PROVIDE SEAL TIGHT CONNECTION TO DISCONNECT WITH SUFFICIENT SLACK TO ALLOW REMOVAL OF FAN FOR SERVICING. 7. FOR CONTINUATION, SEE ELECTRICAL LIGHTING PLAN. 8. UP FROM ICE MACHINE. 9. RUN CONTROL WIRES VIA MASTER RELAY CONTROL PANEL, SEE ELECTRICAL RISER AND PANEL SCHEDULES SHEET FOR ELECTRICAL REQUIREMENTS TO MECHANICAL EQUIPMENT. 10. TIE DUCT SMOKE DETECTORS TO H.V.A.C. SMOKE ALARM SYSTEM. 11. 120V/ 10 GFCI RECEPTACLE BY ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR (EC) - GENERAL NOTES: A. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES AND STANDARDS. B. ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND CONDUITS RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN/NOTED OTHERWISE. C. INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN/NOTED ON THE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS/INSTRUCTIONS. REFERENCE MECHANICAL DRAWINGS. D. WIRE SIZE SHALL BE #12 (MINIMUM) UNLESS OTHERWISE NOTED. WIRE SIZES SMALLER THAN #6 AWG SHALL BE THHN/THWN. #6 AWG WIRE AND LARGER SHALL BE THW, UNLESS NOTED OTHERWISE. E. WIRE (CONDUCTOR) COLORS SHALL BE AS PER APPLICABLE CODES. F. ALL CONDUCTORS SHALL BE COPPER. G. ALL CONDUCTORS SHALL BE RUN IN CONDUIT, EXCEPT LOW VOLTAGE CONTROL AND COMMUNICATIONS CABLES. H. ALL MATERIALS SHALL BE UL APPROVED. I. ALL BRANCH CIRCUITS, EXCEPT INTERIOR LIGHTING, EXTERIOR BUILDING SIGNS, PARAPET LIGHTING AND SOFFIT LIGHTING TO HAVE A GREEN EQUIPMENT GROUNDING CONDUCTOR SIZED AS PER NEC 250-122. J. PVC (SCHEDULE 40) PERMITTED BELOW SLAB AND BELOW GRADE ONLY. K. IT IS INTENDED THAT AN EQUIPMENT GROUND CONDUCTOR (GREEN) SHALL BE RUN IN POWER CIRCUIT CONDUITS WHETHER OR NOT THE CONDUIT IS PVC. L. ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRING. M. NEW TYPEWRITTEN PANEL DIRECTORY SHALL BE FURNISHED AFTER JOB IS COMPLETED REFLECTING ALL AS BUILT CONDITIONS. N. ALL BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED. 0. ALL DATA EQUIPMENT TO BE FED BY A DEDICATED CIRCUIT WHICH CONSISTS OF A POWER CIRCUIT THAT FEEDS THIS TYPE OF EQUIPMENT ONLY WITH A SEPARATE GREEN GROUNDING CONDUCTOR CARRIED ALL THE WAY BACK TO THE PANEL TO BE CONNECTED TO THE GROUNDING SYSTEM. P. FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. Q. EC SHALL VERIFY INTERIOR DECOR THEME TO BE USED AND COORDINATE WITH SAID THEME. R. EC SHALL INSTALL AND CONNECT WIRING TO ALL SIGNS. S. EC TO COORDINATED ROUGHING -IN TO ALL EQUIPMENT WITH EQUIPMENT SUPPLIER PRIOR TO INSTALLING CONDUITS. T. ALL CONDUIT RUNS TO KITCHEN EQUIPMENT SHALL BE RUN ABOVE CEILING. U. MAINTAIN 12" CLEARANCE BETWEEN P.O.S. COMMUNICATION CONDUITS AND LIGHTING FIXTURES AS WELL AS POWER CONDUITS.. V. CUTTING AND NOTCHING OF 20 BEARING WALL FRAMING NOT TO EXCEED 7/8". BORING HOLES IN 2x4 BEARING WALL FRAMING NOT TO EXCEED 2 1/8". ELECTRICAL CONTRACTOR (EC) - H.V.A C.: A. THE EC SHALL FURNISH AND INSTALL PITCH PANS FOR POWER AND CONTROL WIRING AND TO MAINTAIN 12" MINIMUM CLEARANCE FROM BACK PANEL OF AIR CONDITIONING UNITS. B. EC SHALL INSTALL ALL LOW -VOLTAGE CONTROL WIRING FOR ALL AIR CONDITIONING UNITS AND FANS. COORDINATE AIR CONDITIONING AND ELECTRICAL PLANS. C. EC SHALL FURNISH AND INSTALL DISCONNECTS FOR AIR CONDITIONING UNITS, D. EC SHALL USE A MINIMUM OF 4'-6" SEALTITE FLEXIBLE CONDUIT WHEN WIRING KITCHEN HOOD EXHAUST FANS ON ROOF SO THAT FANS MY BE REMOVED FROM CURBS AND PLACED ON IN. FOR CLEANING EXHAUST DUCTWORK. E. IF REQUIRED BY LOCAL CODE, EC SHALL PROVIDE COMPONENTS - AUDIBLE AND VISUAL ANNUNCIATORS AND SINGLE -GANG RECEPTACLES TEST STATIONS WITH GREEN AND RED LIGHT INDICATORS. EACH KITCHEN UNIT WILL BE EQUIPPED AND THE FIRE AND MECHANICAL INSPECTORS WILL DETERMINE SUITABLE LOCATION FOR TEST STATIONS. ANNUNCIATORS AND TEST STATION WILL BE LOOPED IN THE CIRCUITRY OF THE SMOKE DETECTION DEVICES. WIRING WILL BE SUPPLIED AND COMPLETED BY THE EC. ELECTRICAL CONTRACTOR - KITCHEN ME EQUIPNT 4)0 INSTALL A. EC TO PROVIDE AND INSTALL RECEPTACLES, CAPS AND CORDS AS REQUIRED. CAPS AND CORDS ARE TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. B. EC TO CONNECT ELECTRICAL SERVICE DIRECTLY TO EQUIPMENT ACCORDING TO THE MANUFACTURERS'S INSTRUCTIONS, e C. EC TO RECONNECT ELECTRICAL CIRCUITS ON PRE -WIRED EQUIPMENT. DISASSEMBLED FOR SHIPMENT. D. WHERE EQUIPMENT IS NOT PRE -WIRED, EC TO CONNECT THE ELECTRICAL SERVICE AND PROVIDE INTER -WIRING AS REQUIRED. E. WHERE RECEPTACLES ARE PROVIDED WITH THE EQUIPMENT, EC TO PROVIDE AND INSTALL ELECTRICAL SERVICE DOWN FROM ABOVE THROUGH THE SERVICE CHASE PROVIDE WITH THE EQUIPMENT. F. KITCHEN EQUIPMENT SUPPLIER DRAWINGS INCLUDE ONLY THOSE RECEPTACLES REQUIRED FOR SPECIFIC KITCHEN EQUIPMENT. REFER TO THE ARCHITECTS/ENGINEERS ELECTRICAL DRAWINGS FOR LOCATIONS OF UTILITY AND GENERAL PURPOSE RECEPTACLES. G. EC TO VERIFY THE UTILITY REQUIREMENTS FOR ITEMS NOT PROVIDED. BY THE KITCHEN EQUIPMENT SUPPLIER. H. ALL PORTIONS OF WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND STANDARDS. I. NOTIFY THE KITCHEN EQUIPMENT SUPPLIER PROJECT MANAGER IMMEDIATELY OF COMPLIANCE WITH A LOCAL, STATE OR NATIONAL CODE IS IN CONFLICT WITH THESE DRAWINGS. ELECTRICAL CONTRACTOR (EC) - WALK-IN COOLER/FREEZER: A. EC TO PROVIDE AND INSTALL A HEATING ELEMENT ON THE COOLER AND FREEZER CONDENSATE DRAIN LINES. B. EC TO CONNECT THE PRIMARY ELECTRICAL SERVICE TO THE CONDENSING UNITS AND INTER -WIRE TO THE EVAPORATOR COIL(S), CONTROLS, LIGHTING FIXTURES AND DOOR PERIMETER HEATERS. 1/10/18 2813E21 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A P & H GALTON LANE C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG. EB-4577 THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 R. Wulbern Architect PA _ a 0 0 AA - 0003433 lic . 0 U (904) 329-2510 tel . U robertOwulbern.net. F F (7 N z n 0 a UJ Z U N Y z a � a > WW a Y 0 � wo m � m IE 0 LL w Q O O N � o 0 0 .= d � > W N m I- a rn 0 o � z "o W U"D Z Y I W- w i °C a goldco VERTIC L O V J N LO ci Of Z N .. O rn W Q ZU Yo Z� W = �O0qz ::) =) W U E-I = o W �� GC��°� no 0) W u Z too U�-) fit III crom LL. 0 C,6 W _1 Q O C)w U Z W UQu TZ lu lu J 0- w J W o 0 H H W W E2-11 B E3-1 A C E3-1 E3-- 3-1 gggg 2 1/2"0 HOLE �BY G.C. I OFFICE PLAN SCALE: 3/8" = V-0" QUADPLEX RECEPT. P-RING DUPLEX RECEPT. FOR FAST TRACK DUPLEX RECEPT FOR ACCUVIEW - ACCUVIEW SWITCH — FAST TRACK BOTTOM ® 58" A.F.F. MWS MONITOR DUPLEX RECEPT FOR HEADSET CHARGING .. ® 60" A.F.F. D/T COMMUNICATIONS BACKDOOR ANTENNAS (2) ALARM INTERFACE SECURITY CAMERA CONTROL BOX NOTE: G.C. TO VERIFY POWER AND DATA REQUIREMENTS WITH OWNERS EQUIPMENT VENDORS. CONVENIENCE RECEPTACLE 8 A-24 E, SCAELEVATION LE: 3/8" = V-0" CONT B-3 2 GANG P-RING 4A-38 8 8g 8 0 PHONE JACK. RACK FOR MUZAK AT 82' A.F.F. HEADSET CHARGING RACK FOR P.O.S. BOTTOM ® 66" A.F.F. 8 A-24 SECURITY MONITOR 0 0 A ELEVATION SCALE: 3/8" = V-0" (WALL MOUNTED) PRINTER g DUPLEX RECEPTACLE (TYPICAL) TO RECEPTS. P-RING DUPLEX PHONE JACK. ' - (2) DUPLEX RECEPT. TFOR SECURITY SYSTEM. (TIE) 0 C ELEVATION SCALE: 3/8" = V-0" 1 1/2" CONDUIT TO ABOVE CEILING FOR P.O.S. DATA CABLES P-RING, HORIZONTAL, TIGHT TO TOP PLATE (TYPICAL) I i /_ P.O.S. BY OWNER 1" CONDUIT i J-BOX W/ 3/4" CONDUIT FOR BACKDOOR ALARM KEYPAD - 60" A.F.F. SMOKE DET€CTO ALARM PANEL A-18 B ELEVATION SCALE: �CONVENIENCE / I RECEPTACLE �. A-24 ELEVA7 SCALE: 3/8" = NOTE: 1. REFER TO ELECTRICAL POWER PLAN SHEET FOR ADDITIONAL INFORMATION 2. POWER IS REQUIRED FOR "CINNABON" DISPLAY UNIT. VERIFY REQUIREMENTS WITH THE MANUFACTURER. I I I 13 'i I I 9 f.IIIf1 VI:IIIVIIIf 11111 11I V�11V I1� 11 Ii T I'.�"I'I �F 11 I II _ I 16 4 i - NOTE: REFER TO FRONT COUNTER PLAN AND ELEVATIONS FOR LOCATIONS OF POS RECEPTACLES & E1-2 FOR EQUIPMENT RECEPTACLES. 1"C DATA (2) 2X4 BRACING ACROSS TRUSSES TO BE PROVIDED BY G.C. RECESSED, I `-BOTTOM CHORD OF TRUSS DUPLEX UT� LAY -IN CEILING (TYP) BY G.C. RECEPTACLE MONITOR BRACKET ASSEMBLY PROVIDED BY P.O.S. SUPPLIER/INSTALLED BY G.C. HANGING VIDEO BRACKET SCALE: NO SCALE -- ,I I I I I I I I I I I sL- I I I I. I II I 1 cl NOTE: k" REFER TO OFFICE ELEVATION, THISi SHEET, FOR LOCATIONS AND y CIRCUITING OF PHONE JACKS AND al RECEPTACLES IN i OFFICE. I I I I,I 11 % 'A ® TECHNOLOGY PLAN GENERAL NOTES: SCALE: 1/4" = 1'-O" CASH DR ER (TYPICAL) I n,j 1' g l 1 0 �I I .-J I a �7 ................. .-.- ..._.---.--- - ........ ........ . _ ......-. v _ l ,� b NOTE: 6 REFER TO ELECTRICAL REFERENCE E1-2 36" SHELVING UNITS 48' SHELVING UN POWERPOWER PLAN SHEET FOR FOR POS CIRCUITING REFERENCE ELECTRICAL ADDITIONAL INFORMATION CUSTOMER FLOW POWER PLAN SHEET FOR EQUIPMENT CIRCUITS r`\S RVIlCE COUNTER PLAN B KITCHEN SIDE COUNTER ELEVA T/ON SCALE: 7/2"= 1 -C„ SCALE: 1/2" A. CONTRACTOR TO VERIFY WHICH SYSTEM IS TO BE INSTALLED. REQUIREMENTS CAN VARY DEPENDING ON MANUFACTURER. THE CONTRACTOR IS CAUTIONED TO VERIFY ALL REQUIREMENTS PRIOR TO CONSTRUCTION. B. CONTRACTOR TO PROVIDE ALL RECEPTACLE OUTLETS, CONDUITS AND J-BOXES AS INDICATED ON PLAN. C. CONTRACTOR TO VERIFY AND COORDINATE LOCATION OF VIDEO DISPLAY DEVICES W/ BURGER KING REPRESENTATIVE. D. MAINTAIN P.O.S. CABLES A MIN. OF 12" AWAY FROM ANY FLUORESCENT LIGHT SOURCES ABOVE CEILING. E. ELECTRICAL CONTRACTOR TO IDENTIFY P.O.S. JUNCTION BOXES ABOVE CEILING "GROUND P.O.S. ONLY". ®KEYED PLAN NOTES: 1. DISPLAY #1 AND BUMP BAR. PROVIDE 4"0 CONDUIT FOR VIDEO, BUMP BAR AND PRINTERS, PROVIDE CEILING MOUNTED RECEPTACLES. (TYPICAL FOR DISPLAY #1, #2 AND #3) 2. DISPLAY #2 AND BUMP BAR 3. DISPLAY #3 AND BUMP BAR 4. STOCK LEVEL LIGHT CONTROLLER ® 60" A.F.F. 5. TOTAL SERVICE TIME DISPLAY 6. GRADE DISPLAY 7. CLOCK-RECEPT. IN CHASE B. STOCK LEVEL DISPLAY RECEPT. IN CHASE 9. EQUIPMENT MOUNTED RECEPTACLES BY K.E.S. CIRCUITING RUNS BY E.C. 10. J-BOX W/ 3/4" CONDUIT 0 84" A.F.F. 11. CEILING MOUNTED D/T TIMER WINDOW TIME DISPLAY, 12. 90" A.F.F. FOR D/T LAND MONITOR. 13. P-RING ® 24" A,F.F. W/ 1" CONDUIT TO ABOVE CLG. 14. J-BOX W/1" CONDUIT TO CLG. FOR PHU DATA CABLE. (LOCATE NEXT TO PHU RECEPT.) 15, SECURITY CAMERA (TYPICAL) Nil" 16. SECURITY MONITOR (TYPICAL) /'� 17. PROVIDE FLUSH MOUNTED JBOX WITH BLANKING PLATE ( ) FOR FUTURE SELFOORDER KIOSK. ROUTE CONDUITS . L \./ W/PULLWIRES BACK TO LT. ROUTER AS REQUIRED. J ®✓ 3/26/18 2813E31 POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 293( 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 3314 P & H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 480, (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 5614 ENGINEERING CORPORATION FLA. REG. EB-4577 RICHARD A. MATHEWS PE 5941 DAVID R. SPELL JR. PE 5474 R. Wulbern N Architect PA AA - 0003433 110 WU (904(320-2510 tel N O ,nbert@wulbern.net OL 0 a c N .c (Lc m 0 c ` o ca Im rnQ) Q, N_ nL.. O m mCD 0 dr m ma a a° N C a c a °t c .y v1 �a 2 u v y c O U a c m L E E N U z� L cn �? 0r ix 52 Q a a Lu a Lu s 0 0: m m IL U. w Q O O M N 0 0 0 > w N � m A W O E o 3 z w u"o z Y p W — = m a o o u Oo m- goldco �Ilf NN � w.nd VERTIC L O as J 4000 N ti CD z C4 0) W ZU Yo a) TO W MDO�5 WU E-+_° � � W oC � � U) O w 00 J 0 Ili co U) r. olift i �4 _ Z J J U0 �0 U O J Z W = J F_ S f- 0 w w V) E3-1 ELECTRICAL PANEL SCHEDULE PANEL: A SERVICE: 120/208V, 3P, 4W + GND FEEDERS: SEE ONE LINE DIAGRAM ER C PANEL TYPE: jIPC�RORDNQODGNo EDXC PTIONSENTER SIZE: 150 AMP MLO MOUNTING: NEMA-1 RECESSED LOAD DESCRIPTION NOTE VOLTOAAMP WIRE CB/P A B C CB/P WIRE LOAD i VOLT -AMP NOTE LOAD DESCRIPTION FLAG POLE **** 69 12 20/1 1 120/1 3 ^ 2 4 20/1 12 20,11 683 DINING RM. LIGHTS SPARE TC SPARE SPARE 20/1 5 6 20/1 12 399 KITCHEN AREA LIGHTS 7 8 20/1 12 I 1440 I OCU / CREDIT CARD SWIPE AREA LIGHTS ** TC 576 10 20/1'9 10 20/1 12 900 TC DIGITAL MENU BOARD ** TC 576 10 11 12 20/1 12 480 RESTROOM LIGHTS/EF-2 DIRECTIONAL SIGNS ** TC 400 12 20/1 '13 14 20/1 12 627 KITCHEN/SERVICE/OFFICE LIGHTS DRIVE THRU MENU SIGNS ** TC 1440 12 20/115 16120/1 12 720 RELAY PANEL PYLON SIGN ** 1200 12 20/1',17 ' 18,20/1, 12 36-0 SMOKE DETECTOR ALARM PANEL TC CHANNEL LETTERS /LOGO ** TC 1200 12 20/i',19 ' 20'20/1, 12 1 300 SAFE CHANNEL LETTERS / LOGO ** TC 1200 12 20/1 21 ' 22120/1 SPARE CHANNEL LETTERS / LOGO ** TC 1200 12 20/1,23 ' 24120/1 12 900 OFFICE RECEPTACLES RED LED LIGHTS ** TC 240 12 20/1 25 ' 26 20/1 12 180 GFCI KITCHEN RECEPTACLES EXTERIOR BUILDING LIGHTS ** TC 1100 12 20/1 27 28 20/1 12 180 TELEPHONE REC. EXTERIOR BUILDING LIGHTS ** TC 1270 12 20/1 29 30 20/1 12 11 1260 GFCI DINING RECEPTACLES ROOF/EXTERIOR RECEPTACLES 720 12 20/1 31 32 20/1 12 li WOO GFCI ELECTRIC HAND DRYER SERVICE COUNTER/CORRIDOR- 720 12 20/1 33 - 34 20/1 12 I- 1700 GFCI ELECTRIC HAND DRYER D/T SPEED/SERVICE #90C CAMERA 540 12 20/1 35 - 36 20/1 12 1700 BACK DOOR AIR CURTAIN COOL/FRZR LIGHTS/DOOR HTR/HE. 380 12 20/1 37 38 20/1 12 1260 OFFICE RECEPTACLES CREW/STORAGE RECEPTACLES/WH-1 GFCI 820 12 20/1 39 40 20/1 12 1 1080 SERVICE COUNTER/MONITORS SPARE 20/1',41 " 42 20/1 i SPARE TOTAL CONNECTED LOAD: 29,182 VA PHASE 'A': 9130 VA NOTES (TC) = WIRE THROUGH CONTACTOR. (HACR) = HACR TYPE BREAKER. TOTAL CONNECTED AMPS: 80.8 AMP PHASE 'B': 10,255VA (LO) = LOCKED BREAKER (GFCI) = GROUND FAULT CIRCUIT INTERRUPTER PANEL 'A' NOTES: PHASE 'C : 9797 VA (IG) = WIRE SEPARATE TO ISOLATED GROUND BUS. 1. ** ELECTRICAL CONTRACTOR TO WIRE THESE CIRCUITS THRU MASTER CONTACTOR PANEL. REFERENCE WIRING DIAGRAMS ON MASTER CONTACTOR PANEL SHEET. 2. ALL BREAKERS SHALL BE RATED FOR SWITCHING DUTY. 3. * VERIFY CIRCUIT REQUIREMENTS FOR PYLON SIGN. 4. *** ZONES A & B ONLY, COORDINATE WITH HVAC. 5. **** CONNECT THROUGH PHOTOCELL ONLY. FLAG POLE SHALL ALWAYS BE ILLUMINATED WHEN DARKNESS IS DETECTED. ELECTRICAL PANEL SCHI-DUCE PANEL: B SERVICE: 120/208V, 3P, 4W + GND FEEDER'S: SEE ONE LINE DIAGRAM QU RE-D INTEGRATED POWER CENTER PANEL TYPE: �iPc� OR NQOD, NO EXCEPTIONS SIZE: 150 AMP MLO MOUNTING: NEMA-i RECESSED LOAD DESCRIPTION NOTE WIRE CB/P, A B C WIRE NOTE LOAD DESCRIPTION VOLTADMP iCB/P, VOLT-AMP SELF -SERVE SODA DISPENSER 600 12 20111 1 ' 220/1 12 PA E P.O.S. RECEPTACLES GFCI ® IG/LO/GFCI 540 12 20/1 3 4 20/1 12 1488 GFCI WATER BOOSTERS P.O.S. RECEPTACLES GFCI ® IG/LO/GFCI' 720 12 2011 5 6120/1 12 1320 GFCl/TC BROILER ** DRIVE-THRU SODA DISPENSER GFCI 636 12 20/1 7 8 20/1 12 780 1 GFCI CARBONATOR REAR DOOR BUZZER 1 720 12 20/1 9 10 20/1 12 780 GFCI REACH -IN FREEZER DOOR ALARM/SECURITY SYSTEM _ 540 12 20/1 11 12120/1, 12 1320 GFCI FRY FREEZER/DISPENSER FROZEN COKE MACHINE 1872 12 20/2 13 I 14 20/1 8 1920 GFCl/TC MEAT FREEZER ** 1872 12 15 I 16 20/2 12 1664 FRY DUMP STATION (4) FRYER BANK ** GFCl/TC 1500 12 20/1 17 18 ? 1664 (W/PRODUCT HOLDING CABINET) SPARE 20/1 19 20I20/2 12 1300 HACR ICE MACHINE COFFEE/TEA BREWER 1352 12 20/2 21 I 22 12 1300 1352 12 23 24 '20//1 12 f_1300 HACR ICE MACHINE CONDENSER SHORTENING STORAGE UNIT 780 12 20 1 25 ' '' / - I 26 20 2 12 T 915 HACR BROILER HOOD FRYER HOOD LIGHTS/CONTROLS TC 1440 12 2.0/1 27,' -' 28 I 915 EF-2 BROILER HOOD LIGHTS CONTROLS TC 1440 12 20/1 1 29 ' 30 20/2 915 HACR FRYER HOOD DRIVE-THRU COUNTER/ 360 12 2031 ' ' r: / 32 -1? 915 + EF-1 SPARE 20/1 33 ' - m 34 20/1 SPARE SPARE 20/1 35, 1 36 20/1 SPARE SPARE 20/137 ' P 38 20/1 1SPARE SPARE 20 2 39 1 / 20 2 41 Y 42 - ; I 1 SPARE - -- SPARE I � �----._.--- 20 1' ---- SPARE TOTAL CONNECTED LOAD: 34,952 VA PHASE W: 11,110 VA NOTES (TC) = WIRE THROUGH CONTACTOR. (HACR) = HACR.TYPE BREAKER. TOTAL CONNECTED AMPS: 96.8 AMP PHASE 'B': 12,071 VA (LO) = LOCKED BREAKER 'B' PHASE 'C': 11,771 VA (GFCI) = GROUND FAULT CIRCUIT INTERRUPTER PANEL NOTES: (IG) = WIRE SEPARATE TO ISOLATED GROUND BUS. 1. * PROVIDE ISOLATED GROUND BUS. 2. ** CONTRACTOR SHALL WIRE THESE CIRCUITS THRU MASTER CONTACTOR PANEL. REFERENCE WIRING DIAGRAM ON MASTER CONTACTOR PANEL SHEET. 3. ® PROVIDE HLO-1 HANDLE LOCK -OFF. 4. *** VERIFY OPTIONAL EQUIPMENT IS SELECTED OR LABEL CIRCUIT BREAKER AS SPARE. ELECTRICAL PANEL SCHEDULE PANEL: D (EQUIP. #21.75) SERVICE: 120/208/24OV, 3P, 4W + GNDFEEDERS: SEE ONE LINE DIAGRAM PANEL TYPE: SQ-D "NQOD", NO EXCEPTIONS SIZE: 150 MOUNTING: FURNISHED BY EQUIPMENT SUPPLIER LOAD DESCRIPTION LOAD NOTE : VOLT -AMP WIRE CB/P, A B C CB/P, WIRE LOAD VOLT -AMP NOTE LOAD DESCRIPTION PRODUCT HOLDING UNIT 2X4 1487 12 20/211 I t I 2 20/2 12 1186 i EGG STATION 1487 12 I3 14 12 1186 PRODUCT HOLDING UNIT 3X4 1664 10 20/2, 5' I It 6 30/2 10 1352 CONTINUOUS TOASTER 1664 10 7 8 10 1352 SPARE 20/219 10 30/2 10 1352 CONTINUOUS TOASTER 11 12 10 1352 UTILITY OUTLET 180 12 20/1it 13 14 20/1 SPARE SPARE 20/2 15 16 20/1 12 1800800 GFCI I MICROWAVE - 17 I �, 18 20 1 12 240 HEATED SURFACES SPARE 20 2 19 / 20 20/1 / !SPARE 21 22 20/1 12 900 GFCI BISCUIT HOLDING CAB SPARE 20/1 23 / 1 24 20/1 12 600 (EXPO SALAD STATION TOTAL CONNECTED LOAD: 17,802 VA PHASE 'A': 5,869 VA NOTES : (TC) = WIRE THROUGH CONTACTOR. TOTAL CONNECTED AMPS: 49.3 AMP PHASE 'B': 6,725 VA (HACR) = (LO) =LOCKED HACR TYPE BREAKER. BREAKER PHASE 'C': 5,208 VA (GFCI) = GROUND FAULT CIRCUIT INTERRUPTOR (IG) = WIRE SEPARATE TO ISOLATED GROUND BUS, NOTE: ALL RECEPTACLES TIED TO PANEL 'D' TO BE GFCI, PANEL: M PANEL TYPE: P( LOAD DESCRIPTION PANEL A SPACE ONLY ELECTRICAL PANEL SCHEDULE III A.I.C. RATING: 25,000 D INTEGRATED POWER CENTER I -LINE, NO EXCEPTIONS NOTE LOAD WIRE VOLT AMP - 9130 #1/0 10255 9797 SERVICE: 120/208V, 3P, 4W + GND SIZE: 600 AMP MLO *** 3/P A B C CB/PI WIRE 2 150/3 #1/O 3� 41150/3 #1/0 ' FEEDERS: SEE ONE LINE DIAGRAM MOUNTING: NEMA-1 RECESSED LOAD NOTE i LOAD DESCRIPTION VOLT -AMP 11,110 - 12,071 PANEL B 11.771I 6,725 5,208 PANEL D HACR ** I 5901 4 703 # / 5 6 / #6 3,848 RTU-i 5901 i I 3,848 PANEL D2 590� r 180 - -- - HACR ** _ 5901 _ #4 70/3 7 - 8 30/31 #10 _ 2300 RTU-2 5901 I` 2300 COMBI OVEN -STEAMER 5901 2300 HACR ** 4649 #4 50/3� ^I: l' 10 20/2 #12 465 ( WALK-IN BOX COOLER RTU-3 4649 I' 465 I CONDENSER 4649 ONLY HACR '* 4649 #4 50/3 11 12 20/2 #12 I 971 ,SPACE 1COMBO SHAKE MACHINE RTU-4 -- 4649 (- - 971 -' SOFTSERVE - 4649 971 WALK-IN BOX FREEZER 3024 #10 30/3 13 - 14 20/2 #12 1040 COMBO SHAKE MACHINE CONDENSER 3024 1040 FROZEN 3024 i 1040 TOTAL CONNECTED LOAD: 177,124 VA PHASE 'A': 59,216 VA NOTES: (TC) = WIRE THROUGH CONTACTOR. 'B': (HACR) = HACR TYPE BREAKER. TOTAL CONNECTED AMPS: 490.6 AMPS PHASE 62,158 VA (LO) =LOCKED BREAKER PHASE 'C': 55,750 VA (GFCI) = GROUND FAULT CIRCUIT INTERRUPTOR 'M' (IG) = WIRE SEPARATE TO ISOLATED GROUND BUS. PANEL NOTES 1. * VERIFY IF OPTIONAL ELECTRIC FRYERS IS SELECTED. PROVIDE RECEPTACLES AND CIRCUIT RUNS AT FRYERS TO PANEL-C AND WIRED THROUGH MASTER CONTROL PANEL. REMOVE BREAKER FOR FRYERS #31 IN PANEL-B, AND REMOVE GAS PIPING RUNS FROM PLANS AND ADJUST LOAD. SEE LOAD SUMMARY FOR UPDATED SERVICE SIZING AND ADJUST PANEL-M & SERVICE SIZE AS REQUIRED. 2. ** VERIFY MANUFACTURERS NAMEPLATE DATA AND PROVIDE WIRE/BREAKER SIZE AS REQUIRED. 3. *** MOP SHALL BE PROTECTED BY A BREAKER IN THE MANUAL TRANSFER SWITCH. ELECTRICAL PANEL SCHEDULE PANEL: D2 (EQUIP. #21.57) SERVICE: 120/208/24OV, 3P, 4W + GNDFEEDERS: SEE ONE LINE DIAGRAM PANEL TYPE: SQ-D "NQOD", NO EXCEPTIONS SIZE: 0 MOUNTING: FURNISHED BY EQUIPMENT SUPPLIER LOAD DESCRIPTION NOTE LOAD VOLT -AMP WIRE B/P n d C CB/P WIRE LOAD VOLT -AMP NOTE LOAD DESCRIPTION U.C. REFRIGERATOR 1920 12 20/1 1 2 20/1 SPARE SPARE 3 ' '4 20/1 SPARE EXPEDITER STATION GFCI 180 12 20/1 5 It 6 20/1 SPARE TOTAL CONNECTED LOAD: 7,876 VA PHASE 'A': 3848 VA NOTES (TC) = WIRE THROUGH CONTACTOR. 'B': (HACR) = HACR TYPE BREAKER. TOTAL CONNECTED AMPS: 21.8 AMP PHASE 3848 VA (LO) =LOCKED BREAKER PHASE 'C': 1!=�- VA (GFCI) = GROUND FAULT CIRCUIT INTERRUPTOR (IG) = WIRE SEPARATE TO ISOLATED GROUND BUS. NOTE: ALL RECEPTACLES TIED TO PANEL 'D2' TO BE GFCI. LOAD SUMMARY KITCHEN LOADS A 0 B 28,412 C 0 D 18,762 M 14,010 TOTAL 61,184 X 65% = 39,770 LIGHTING LOADS A 11,668 B 0 C 0 D 0 M 0 TOTAL 11,668 X 125% = 14,585 REMAINING LOADS A 16,587 B 4,920 C 0 D 0 M 73,320 TOTAL 94,827 X 100% = 94,827 TOTAL ADJUSTED LOAD = 149,182 VA 413.2 AMPS x 1.25% = 516.6 AMPS SERVICE SIZED AT 600 AMPS ELECTRICAL DISTRIBUTION PANELS, MASTER CONTACTOR PANEL AND MANUAL ON/OFF PANEL MAY BE PURCHASED AS A LOOSE GEAR PACKAGE THROUGH: SUNCOAST ENVIRONMENTAL CONTROLS, INC. 8566 115TH AVENUE NORTH LARGO, FLORIDA 34643 PHONE (877) 544-6679 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 P & 1� ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 i�Ajl (904) 70 FAK:(904) 278-2646 TIIOMAS RICHARD ENGdrEExcrvc CORPORATION RATIONFLA. REG. EB-4577 DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 SEAL et'pJspsrs°Msf[out¢�rtsppuayr�rr$.agap/Ar- .titiho`tp^ ,T^'i�R . 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