The URL can be used to link to this page

Atlantic Boulevard 435 (4) VERIFY DIM FROM MANSARD W1 STRUCTURAL DRAWINGS Ak T/FAN INV ELEV, EXHAUST FAN (SEE HAVC SCHEDULE) EXHAU8T PAN (SEE HAVC SCHEDULE) EXHAUST FAN (SEE HAVC SCHEDULE) EXHAUST FAN (SEE HAVC OCHEDULE) 2 TO BE LOCATED MIN 40' ABOVE ROOF TO IB5 LOCATED MIN 40' A15OVE ROOF TO BE LOCATED MIN 40' ABOVE ROOF TO BE LOCATED MIN 402 ABOVE ROOF 16 GA. GALVANIZED 16 GA. GALVANIZED OR ALUMINIZED STEEL OR ALUMINIZED STEEL R� OR I& GA. STAINLESS OR 18 GA. STAINLESS STEEL STEEL 2)4'x4'x5/l(v' ANGLES FLASHING BY G�C- FLASHING BY G.C. (2)4'x4'x5/I(o' ANGLES FLASHING BY G.C. j;FICA a FSKRIMETER TYPICAL 6 P IMETER FLASHING BY G.C. 1 12' HIGH EXHAU5T FAN CURB 12' HIGH EXHAUST FAN CURB OF ROOF DER 12' HIGH EXHAUST FAN CURB 12' HIGH EXHAUST FAN CURB > 2x LEVELING CURB 2x LEVELING CURB 2x LEVELING CURB 2x LEVELING CURS L + -i F15ER CANT, (TYPICAL) FIBER CANT. (TYPICAL) L -i- -J FIBER CANT, (TYPICAL) F15ER CANT. (TYPICAL) C40 2A2 HEADER Ex12 11-AqE 2x12 HEADE�R 2xI2 HEAD TYP FLAT ROOF AG BOLT 70 ANGLES LAG BOLT To ANGLES TY LAG BOL TO ANGLES LAG BOLT To ANGLES CAJ�AT �O CONSTRUCTION I C 1 1 — RLC ON 2 -141 1 2tJl4` STEEL JOIST TYP. 211'4" 21 IST TYP. FRR 0, RIO, 4 STEEL JO ------- ......... ... ... .........MIMI IN 1/2' MTL, STUDS tv I(o' O.c- MIN CODE AS REQ FOR MIN� MIN MTL. STUDS a I&' O.c. F TYP -A V(S, TYr- YF 1 1/2' cx) L FOR 8TEEL ALL 4 SIDES OF OPENING 8TEEL OPENING ALL 4 SIDES Or- OPENING OPENING I � CLIH44 a rr ANGLE DUCT To ANGLE DUCT TO t CODE AS Rr=Q MIN MIN u \Vq. ,0,- —22 GA. GALV. METAL ON [OMIT IALe W1 WIRE MEO-1-1 SLOP8 P PER I'-O'MIN- —22r.?11A. G4tLv. ME ;)LTA� ON woo D W1 WIRE MESP LOCATED WITHIN 5' Cr- COMBUSTIBLE or- COMBAT 8 DUCT TYFl (NFFA 13(o) MATERIAL AROUND DUCT TYP (NFPA S&) A 1 11-2' MTL. STUDS 16 0 C $LOPE I L PIE MATERIAL AROUND 1 1/21 MTL. STUDS I(o' 0,C.. C If SLOPE I' PER I' &MIN F E D I T H?� F6;> T AL I'-O"IN ALL 4 SIDES OF OPENING SLOPE I' PER I'-O'MIN -L 4 51DE5 OF OPEN&F ]all 3 1/21 22 GA. MTL. �-g I/2'j2 9A MT�- I STUDSO 19>' O.C. lall lall - MTL, STU 6 ( T t/2 5F --STAI�Nff6 STEEL FASCIA T TUD o 0. PAN ACROS 25J;o;?Al6CY9%N. 1 94%MZkRf 2"MI R?11N. g�Aa% Y �5 STEEL FASCIA KITCHEN CEILING Hli-=N CEEILIN `I� KITC KITCHEN CEILING \tELEV, +B'-4' AFF. ELEV. +8'-4' AFF. IV F=LEV. +51-41 AF-F-. ELL EiLaV. 4,5'-4" AFF. METAL PURRING leo GA. GALVANIZED 4 pl_? METAL STUD 10 ltkA 4LLV. �M 22 GA. GALv. METAL ON STRIPS W1 DUROCK CEAL ON W1 DUROCK om 0 OR ALUMINIZED STEEL WO F W1 WIRE MESH Z4 I' MINERAL WO,?L Br) W1 WIRE ME OF COMBUSTIBLE LOCATED WITH N la' OF COMBL15t5LE OR 16 GA. STAINLESS LOCATED WITHIN 0 STEEL 12'GRILl\ MATERIAL AROUND DUCT TYP (NFPA 96) 12'—'GIIIL MATERIAL AROUND DUCT TYP (NFP4 9(o) + 0 STAJ�p% 5 STEEL FASCIA L�__5UPPLY RISER W/ U.L. BY SUPPLY RISER W1 U.L. APPROVED FIRE 4 STEEL HANGING AffPROVED FIRE 4 STEIEL HANGING ANGLE TYP CFM FOR EXHAUST 4 MAKE VOLUMEBAMPER ANGLE TYP �004MU��'AIR SHALL eE MIN UP AIR SHALL COMPLY NOTE. M KE UP AIR SHALL BE MIN 10'-O' FROM HOOD EXHAUST W1 ATTATCHED LA15EL 100-o" FROM HOOD EXHAUST 16 GA. GALVANIZED T/HOOD jk T/HoOD OR ALUMINIZED STEEL ELEV. 4r.?'-O' IV ELEV. +5'-0' OR 10 GA. STAINLESS SHELF HOOD SHELF HOOD SHr=LF: HO D STEEL SHELF HOOD 3 �TAND 0 3" �TAND OF STAINLESS STEEL FASCIA BY K-EA CFM FOR EXHAUST 4 MAKE UP AIR SHALL COMPLY 0 0 W1 ATTATCHED LABEL 0 -j- Er 3 VAT 5ECTION 2 3 VAT �5ECTION 2 VAT �5ECTION- 4 2 VAT Ff;;�`�EFP, eECTION Alo A 10 1/2 AIO 1/2 1 -0 1/2 1 -0 410 1/2 -- I -ol EXHAUST FAN e5EE HAVC 6CHEDULE5) EXHAUST FAN (SEE HAVC SCHEDULE) TO BE LOCATED MIN 40' ABOVE ROOF TO BE LOCATED MIN 40' ABOVE ROOF 16 GA. GALVANIZED OR ALUMINIZED STEEL OR 18 GA-STAINLES5 STEEL (2)4'x4'x5/1(o' ANGLES FLASHING BY G.C. I FLASHING 5Y G.C. TYPICAL e PERIMETER OF ROOr- DI=-CK 12' HIGH EXHAUST FAN CURB 12' HIGH EXHAUST PAN CURB 2x LEVELING CUR5 2x LEVELING CURB FIBER CANT. (TYPICAL) FIBER CANT. (TYPICAL) 2x12 HEADER LAG BOLT TO ANGLES TYP FLAT ROOF 2x12 HEADER 2' 4" CON57RUCTION 411 LAG BOLT TO ANGLES _1 1 2 1 J, STEEL JOIST TYP. ....... ........... .... ........... I.................... RIO. ... ........... 0 F 7 MIN MIN 1 1/2' MTL. STUDS o I& O.c. ANGLE DUCT TO ALL4sir->EsoFoPr rr CODE A$ REO FOR ENING SLOPE PFER I'-O'MIN- - STEEL OPENING -*11-22 GA. GALV. METAL ON I' MINERAL WOOL 50 W1 WIRE MESH LOCATED WITHIN I8' OF COMBUSTIBLE 4Mkt)p�p 11 5LOFE I- PER I--0-MIN MATERIAL AROUND DUCT TYP (NFPA 136) a 3 1/2' 22 GA t'lTL, 'o T STUDS 0 16' O.C. gF%MTL- -5TU? 11J.-ACIN ACROS 2 OISTS'�IIN. --.---5TAINLE85 STEEL FASCIA EBY K-EA KI-rc-wEN cgio e-- Ak KITCHEN CEILING METAL STUDS t=LtV, +5'-4* 1-j ELEV. +8'-4' A.Fr-. '�R4L�� T' W1 DUROCK FA t & �6% WIRE- MESH c-4 LOCATED WITHIN 15' Or- COMBUSTIBLE MATERIAL AROUND DUCT TYP (NFF4 96) 12'GRIL SUPPLY RISER W1 U.L. APPROVED FIRE 4 STEEL HANGING VOLUME DAMPER ANGLE TYIF> NOTE: MAKE UP AIR SHALL BE MIN 101-ol PROM HOOD EXHAUST ?h T/HOOD I(o GA. GALVANIZED OR ALUMINIZED STEEL 14P ELEv, +5,-o, 6HELF HOOD OR la CIA. STAINLESS SHELF HOOD' STEEL 3 3TAND OF 5TAa% A P 13�Z(' V ED EBY �5 STEEL FASCIA lry HARK HARTLEY CFM FOR EXHAUST 4 MAKF UP AIR SHALL COMPLY W/ ATTATCPED LABEL J , N N o . 0202 . 62 TITLE: 4774 50'S BLDG 435 ATLANTIC BLVD JACKSONVILLE, FLORIDA ST/SITE# 009-0272 U/I DATE ISSUE 07-24-02 x SHEET NO ZECTION ro G�f P, I L L &ECTION 5 Al 0 1 AIO 1/24 11-01 AIO 1/21 11-011 AA-0003276 CQ?YFl04ffT RARTL9Y+PUlfDYAftCRITECTVR&INr ALL RIVETS RESZRVLID 2002 T' -- -------------- 777Z/77/77/777/77//77/ C-::p 8"0 AD-4 -------------- ------------------------------ ----------------- c 200 CFM 'n 12x12 UP TO EF-4 14"0 AD-2 14"0 /,D-2 12"0 AD-2 12"0 AD-2 650 CFM 650 C:M 440 CFM 500 CFM Ln 12"0 AD-1 12...0 AD-1 102 C? 450 CFM 4510 CFM m AD-7 10"o a 1150 CFM m 811 x VN - 0 8110 CD -AD-7 cn 50 CFM 14"0 AD-2 14"0 AD-2 650 CFM 1 FM 650 CFM 1� $Uf=f=ORT -1 + 2 8"Oq> 1 - tw 1 Wfo AD-7 150 CFM 20 DN AD-7 R U-4 AD-6 16"0 1100 CFM 125 CFM c 12 0 > Ice] 12"0 AO-2 12"0 AD-2 FFEEZEf:R 0 1 440 CFM 500 CFM lot 20x2O DN RTU-3 MEN'S 8"0 AD-4 14"0 AD-2 F112 200 CFM XS 650 CFM 20x2O DN Z I-A I L =:23 i ra"o I s (2)AD- L AD-6 167.0 2950 CFM -3Ox24 N (2)AD-6 1100 CFM 26 0 CFM Cm� �l 0 L %�161'0 P, x 12% AD-1 co C)ININC: 450 CFM 12"0 AD-1 12 to 0 AD-1 (-14 0 ----------------------------------------------------------- 500 CFM C110 400 CFM NVJ T . : .... COOLER S FREF'AfRAT(ON AD-4 X-1 4 0 12"'0 AD-1 FM 450 CFM CLOSET C*4 10"0 AD-5 x-1 4"0 12"0 AD-2 250 CFM 500 CFM AD-6 9" up 5ENI-11 1/4" UP m I _D TO EF-1 1210 CFM TO EF- 2 12"0 AD-2 440 CFM X 4 12'*0 AD-1 12"0 AD-1 12"0 AD-1 12"0 AD-1 GREW ROOM (0 550 CFM 550 CFM 550 CFM xs 30x24 DN x 400 CFM 16$10- 04 3Ox2O DN Nk� �T= T T T T v 2"0 0 STU-2 12 0 AD-1�16"o x 10"0 AD 5 RTU-1 550 CFM 250 CFM AD-6 X_ I 1205 CFM-- xS ___-----l30x24 DN KIT(�HEN �14N,4CiER'S - I., I P�l 9" up GW&TOMER 4REA 3Ox2O DN TO EF-3 SERVIGE 12"0 AD-1 12"0 AD-1 ORI)ER 550 CFM 550 CFM x --F: 4 16 0 It FRE6E NTER _7 ZZ 12"0 AD 2 C*4 170 ,ux 440 GFM. AD-6 1210 CFM 12"0 AD-1 12"0 AD-1 AD-6 T IE T D 7 10-0 5 CFM 0 1)4"0 A' A C 50 CF 12 FM ;4 3-0 2 U/ :F-AT(ONN 50 C O� �F 1 AD-2 4, 6 F 1 2 2 0 AD-2 55(0 CFM 550 CFM 1330 CFM 500 CFM 12"0 AD-1 L 77/77777/7777=//4_/ TL2 440 CFM ----------------------------------------------------------------- - 44=� Ilzllzlz1117.17117771zl7lz771171LI17117ZLzIZ11717771 L10"O AD-5 350 CFM FLOOR PLAN MECHANICAL. SCALE: 1/4"=l'-O" VENTILATIQN RATE CALCULATIQN5 TABLE BASIS: ASHRAE STANDARD 62-1989 TABLE 2.1 - COMMERCIAL FACILITIES NQTE5: EXHAUST DUCTWORK FOR FANS EF-1, EF-2 AND EF-3 SHALL BE APPLICATION: DINING ROOMS MICHAEL CURKAN PT 458T6 WELDED CARBON OR STAINLESS STEEL IN COMPLIANCE WITH NFPA 96. DUCTWORK FOR EF-4 SHALL BE GALVANIZED SHEETMETAL. EST. MAXIMUM OCCUPANCY: 70 PEOPLE/1000 s,f, X 1385 s.f. 97 PEOPLE Nc . 1 �514 TITLE: 4714 50's BLDC7 AT THE CONTRACTOR'S DISCRETION, FLEXIBLE DUCTWORK MAY BE OUTDOOR AIR REQUIRED- 20 CFM/PERSON X 97 PEOPLE = 1940 CFM 455 ATLANTIC 51�� UTILIZED FOR ALL RUN-OUTS TO AIR DEVI�CES. IT IS THE CONTRACTORS -JACKSONVILLE,FLORIDA RESPONSIBILITY TO PROVIDE THE AIRFLOW RATES INDICATED ON THE APPLICATION: KITCHEN ST/SITE#OOq-0212 FLOOR PLAN. EST. MAXIMUM OCCUPANCY: 20 PEOPLE/1000 s.f. X 1580 s.f. = 32 PEOPLE OUTDOOR AIR REQUIRED: 15 CFM/PERSON X 32 PEOPLE 480 CFM DL)ATE ISSLE. 08�-26-02 TOTAL OUTDOOR AIR REQUIRED 1940 CFM + 480 CFM 2420 CFM TOTAL OUTDOOR AIR PROVIDED: 3475 CFM SHEET no 1801 North Hirms AwnuR PYRAMID Rorda 33607 m 1 ENGINEEIRIN G L (813)350-9880 * Paz (813)350-9812 REG. NO. EB6890 AA-0003276 CONSULTINC ENCINEIRS ()COPYRIGHT IL)IITLrY+PLMDY,%RCHITECTURrINIC. ALL RIGHTS RZ9ERvrD2()w (D C/I kC) -- - - - - - - - - - - - - - - - - - - - - - - - 7--71 7-7 0 4, z C004/T REEZER LM CONDEUSIING UNITS. 4 CL + lot 1-7 E; BTU-4 LEI z RTU-3 00 EF-2 EF-1 EF-3 RTU-2, 0 c->—ROUTE CONDENSATE DRAIN LINE TO ROOF DRAINAGE SYSTEM. @ (D RTQ-1- '7==== ---- - - - - - - - Li ROOF PLAN MECHANICAL SCALE: 1/4"=l'-O" MICHAEL CURKAN P.E. 45846 TITLE: 4't74 50'5 91-00 455 ATLANTIC 5L\/0 JACK50INIVILLE, FLORIDA 15T/51TE# OCKI-0212 DATE 15%E 0&-2b-02 RHEE7 NO 4707 W, Candy Blvd., Suite 9 P YR AM,JTD, Tampa, Florida 33611 M 2 ENG-INE ER -ING = (813)832-6619 * Fax (813)832-6521 AA-0005276 C ONS UL TI XG EKG I MIER S 0 COPYIRIGHT HARTLEY+PURDY ARCHITECTURE, INC. ALL RIGHTS RESERVED 2000 U MECHANICAL GENERAL NOTES: 0 IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. MECHANICAL LEGEND AIR BALANCE SCHEDULE AIR DEVICE SCHEDULE 9 INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY OUTSIDE AIR EXHAUST MANUFACTURER THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. SYMBOL DESCRIPTION MARK MARK TYPE MATERIAL FINISH REMARKS CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION CFM CFM AND MODEL NEW DUCTWORK, PIPING, OR EQUIPMENT RTU-1 137.5 --- CEILft', WHITE TITUS OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT AD-1 STEEL SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING SUPPLY BAKED ENAMEL PAS (D AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. FLEXIBLE DUCT RTU-2 1000 --- AD-2 CEILIN,'3 STEEL WHITE TITUS SUPPLY BAKED ENAMEL TDC CEILIN,� WHITE TITUS 9 SHOULD ANY CONFLICTS ARISE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SUPPLY OR OUTSIDE AIR DUCT SECTION RTU-3 400 --- AD-3 SUPPLY'7 STEEL BAKED ENAMEL TDC OF THE CONFLICT BEFORE ANY CHANGES ARE MADE. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL BEFORE PROCEEDING WITH ANY CHANGES. RTU-4 700 --- AD-4 CEILIN,3 STEEL WHITE TITUS cn SUPPLY BAKED ENAMEL 300 1� cn RETURN DUCT SECTION CEILIN,3 WHITE TITUS 0 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION W) EF-1 --- 1175 AD-5 SUPPLY STEEL BAKED ENAMEL 271 SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED U Q EXHAUST DUCT SECTION EF-2 --- 720 AD-6 CEILIN(3 STEEL WHITE TITUS PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH RETURN BAKED ENAMEL 50RF AS ELECTRICAL CONDUITS, AND SMALL WATER LINES, ETC. < CEILINI,��, WHITE TITUS 1r) DUCTWORK TRANSITION EF-3 --- 720 AD-7 EXH Al IST STEEL BAKED ENAMEL, 35ORL * ALL AIR CONDITIONING WORK SHALL NOT INTERFERE WITH CLEARANCES cn SHOULD AIR T111T. REQUIRED FOR GENERAL AND MECHANICAL CONSTRUCTION. m MANUAL AIR VOLUME CONTROL DAMPER EF-4 600 PROVIDE 2424 MODULE, SEE PLAN FOR DUCT SIZE. CONDITIONING WORK BE INSTALLED WHICH INTERFERES WITH THE WORK OF OTHER CONTRACTORS. SUCH WORK SHALL BE CHANGED AT NO SUPPLY AIR DEVICE. CLEAR TRIANGLE SIDES 3475 CFM Q215 CFM PROVIDE 2424 MODULE WITH 15xl5 FACE AND ROUND DUCT TRANSITION, ADDITIONAL COST TO THE OWNER. 7 20 720 1600 ;25 CjFM INDICATE AIR FLOW PATTERN ------ SEE PLAN FOR DJCT SIZE. 0 ALL WORK COVERED IN THIS SECTION SHALL BE CONSTRUCTED IN ACCORDANCE NOTE: BUILDING PRESSURIZATIO 260 CFM(+) PROVIDE 24xl2 NODULE WITH 18x6 FACE AND 8" OVAL DUCT NECK. NTH THE LATEST PUBLISHED STANDARDS OF ASHRAE, AND NFPA. RETURN AIR DEVICE 1 PROVIDE 10xlO MODULE, SEE PLAN FOR DUCT SIZE. 0 ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE "FLORIDA EXHAUST AIR DEVICE BUILDING CODE - 2001", PROVIDE 1OxlO MODULE NTH OPPOSED BLADE DAMPER, SEE PLAN WALL MOUNTED THERMOSTAT FOR DUCT SIZE. 9 THE MECHANICAL CONTRACTOR SHALL CHECK ALL EQUIPMENT FOR CORRECT VOLTAGE RATING BEFORE INSTALLATION. WALL MOUNTED SENSOR @PROVIDE 24x24 MODULE WITH 1" FILTER, SEE PLAN FOR DUCT SIZE, 0 IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR FOR THE PROVIDE 1OxlO MODULE. ADVANCE ORDERING OF LONG LEAD ITEMS SO AS NOT TO DELAY OTHER TRADES ms SMOKE DETECTOR RESULTING IN ANY DOWN OR LAC TIME, -9— UNDERCUT DOOR 3/4" 9 THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THE z INSTALLATION WHETHER OR NOT SPECIFIED AS SHOWN ON THE PLANS. FAN SCHEDULE 0 ALL STRUCTURAL CUTTING AND PATCHING SHALL BE DONE BY THE GENERAL CONTRACTOR. MARK EF-1 EF-2 EF-3 EF-4 9 MECHANICAL CONTRACTOR SHALL ARRANGE TO PAY FOR ALL NECESSARY PERMITS, SERVICE EXHAUST EXHAUST EXHAUST EXHAUST A LICENSES AND INSPECTIONS AS REQUIRED BY THE CITY, AREA SERVED 6' CLAM SHELL/ 1 3-BA-FrER? 3-SATTERY FLAT GRILLE FRYER FRYER TOILET ROOMS 0 ALL NEW MECHANICAL EQUIPMENT, MATERIALS AND WORKMANSHIP SHALL BE AIR QUANTITY CFM 1175 720 720 600 GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. EXT. STATIC PRESS. IN. H 0 1.0 1.25 1.25 0.5 0 TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SUPPLY DUCT FAN TYPE UPBLAST UPBLAST UPBLAST CENTRIFUGAL SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. OUTSIDE AIR PACKAGED SPIN-IN FITTING DRIVE BELT BELT BELT BELT 0 TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY AND RETURN DUCT INTAKE ROOFTOP UNIT WITH DAMPER --INSULATED ROUND SONES 11.0. 13.7 13.7 8.7 RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN CONDENSATE DRAIN FLEXIBLE DUCT MOTOR H.P. 1/2 1/2 1/2 1/4 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. LINE WITH CLEANOUT MOTOR SPEED RPM 1200 2415 2415 1470 0 DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. PLUG ATTACH WITH (2) ELECTRICAL V/O/HZ 120/1/60 120/l/60 120/1/60 120/1/60 #12 TEK SCREWS INTO CURB 4" ROUND METAL DUCT PANDUIT STRAPS 0 DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR EXTEND TO FROM EACH CORNER & 24" O.C. (EXTERNAL INSULATION) FULLY INSULATE CONTROL 9 HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING ROOF DRAIN TOP OF DIFFUSER SUSPENSION SYSTEM. �4 !(Fff C SYSTEM AGE '�'�CD INSULATED PREFAB CURB MANUF.ACTURER PENN PENN PENN PENN ROOF-� BY HVAC, INSTALLED MODEL 0 ALL SUPPLY AND RETURN DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET x FX12BH FX12BH FX12BH DX11B BY GENERAL CONTRACTOR. METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. BOLT CURB TO ROOF CEILING CEILING DIFFUSER NOTES Q290 (D(D . 0 NTH 1/2" THRU BOLTS. 0 VOLUME DAMPERS WITH LOCKING QUADRANTS SHALL BE INSTALLED IN ALL DUCT S.A. FOUR (4) BCLTS/SIDE NOTE: OEXHAUST FANS AND ACCESSORIES ARE TO BE PROVIDED BY THE McDONALD'S CORPORATION. BRANCHES, R.A. — - 0 SUPPORT DIFFUSERS OR GRILLES FROM (�)SEE ELECTRICAL DRAWINGS. 9 ALL INSULATION SHALL HAVE A MINIMUM FLAME SPREAD/SMOKE DEVELOPED STRUCTURE, NOT CEILING GRID SYSTEM. (�)FAN PROVIDED WIFH Ul. 762 LISTING, ROOF CURB WITH HINGED CURB CAP, RATING OF 25/50. ROOFTOP UNIT MOUNTING DETAIL CEILING DIFFUSER RUNOUT DETAIL AND GREASE TRA,� WITH DRAIN. 0 DUCT WRAP INSULATION SHALL BE 2" THICK FLEXIBLE FIBERGLASS, 1.0 PCF DENSITY. NOT TO SCALE NOT TO SCALE (DPROVIDE 2-SPEE1, FAN FOR HOOD s-rAND-BY POSITION. SEE ELECTRICAL 0 FLEXIBLE DUCTWORK SHALL BE LOW PRESSURE FACTORY FABRICATED CONSISTING DRAWINGS FOR CONTROLS. OF A ZINC-COATED SPRING STEEL HELIX, NON-PERFORATED INNER LINER AND NOTE: AT THE CONTRACTOR'S DISCRETION, FLEXIBLE DUCTWORK APPROVED EQUAL SHALL BE GREENHECK. 1" THICK FIBERGLASS INSULATION WITH METALIZED MYLAR VAPOR BARRIER, MAY BE UTILIZED FOR ALL RUN-OUTS TO AIR DEVICES. IT IS * COORDINATE AIR DEVICE LOCA71ONS WITH LIGHTING FIXTURES. THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE AIRFLOW INDICATED ON THE FLOOR PLAN. 9 ALL SUPPLY AIR DIFFUSERS SHALL BE 4-WAY THROW UNLESS OTHERWISE NOTED. 9 CONDENSATE DRAIN PIPING SHALL BE SCHEDULE 40 PVC. PROVIDE TRAP AT THE ROOF TOP UNIT. ROOFTOP A/C UNIT SCHEDULE & LOCATIONS OF DUCT MOUNTED SMOKE DETECTORS SHOWN ON THE DRAWINGS ARE MARK RTU-1 RTU-2 RTU-3 RTU-4 REFERENCE LOCATIONS ONLY. THE FINAL PLACEMENT OF THE DETECTORS IN THE AREA SERVED KITCHEN DINING SUPPORT DINING DUCTWORK SHALL MEET THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE READILY ACCESSIBLE DUCT ACCESS DOOR FOR INSPECTING TONNAGE (NOMINAL CAPACITY) TONS 12.5 12.5 6.5 10.0 AND SERVICING THE DETECTOR. DIVISION 16 CONTRACTOR SHALL PROVIDE DETECTOR SUPPLY AIR CFM 5000 5000 2600 3650 AND WIRE. DIVISION 15 CONTRACTOR SHALL INSTALL IN DUCTWORK. m OUTSIDE AIR CFM 1375 1000 400 700 9 AT THE CONCLUSION OF THE INSTALLATION THE CONTRACTOR SHALL SUBMIT TO EXT. STATIC PRESSURE IN. H20 l'O 1.0 1.2 1.0 THE ENGINEER FOR APPROVAL A COMPLETE CERTIFIED TEST AND BALANCE REPORT FROM AN AGENCY HAVING A MINIMUM OF THREE YEARS EXPERIENCE. REPORT A/C UNIT ELECTRICAL CONNECTION —OPTIONAL GREASE CUP MOTOR H.P. 5 5 2 3 SHALL ITEMIZE THE PERFORMANCE OF EACH AIR DEVICE AND A/C UNIT NTH TO MOTOR THROUGH NTH THREADED FITTING ELECTRICAL V/O/HZ 208/3/60 208/3/60 208/3/60 208/3/60 REGARD TO CFM, STATIC PRESSURE AND TEMPERATURE, SEAL VAPOR TIGHT BREAT'HER TUBE--,,, TOTAL COOLING CAPACITY BTUH 146,000 146,000 75,000 115,000 * MAINTAIN AS-BUILT DRAWINGS, DAILY, SUBMIT TO ARCHITECT/OWNER AFTER CLEANOUT COMPLETION OF ALL WORK, I ENT. AIR TEMP. (DB,/WB) 'F/'F 80.6/68.0 79,0/66,7 78.0/65.8 78.4/66.1 40" MIN. HEATER (@ 208V) KW 27.0 27.0 18.0 27,0 0 ELECTRICAL CONTRACTOR SHALL INSTALL ALL LOW VOLTAGE WIRING, FURNISH AND INSTALL EXTIERNAL START/DISC, DISCHARGE ALL LINE VOLTAGE WRING, INCLUDING FINAL CONNECTIONS, AND INSTALL ALL HONEYWELL OVERFLOW BY DIV. 16 HEIGHT AMBIENT TEMP. OF 95 95 95 95 THERMOSTATS AND REMOTE TEMPERATURE SENSORS. EER 10.0 10.0 11.5 11.0 A SEE PLAN FOR EXT�ENDED BASE 0 ELECTRICAL CONTRACTOR TO COMPLETELY STUFF J-BOXES FOR REMOTE TEMPERATURE __7 CONTINUATION WEIGHT LBS. 1450 1450 1300 1450 SENSORS WITH SCRAP PIECES OF FIBERGLASS INSULATION. ALL SENSORS MUST BE UNION 18" MIN. WELDED MANUFACTURER YORK YORK YORK YORK MOUNTED ON THE WOOD BASE WHICH HAS BEEN PROVIDED IN THE HVAC PACKAGE. A ANCHOR W/#12 TEK DUCTWORK HEIGHT MICFAEL CURRAN P.E. 45M CONDENSATE LINE SCREWS FOUR (4) ABOVE ROOF MODEL NO. DH150E361328MA DH150E36I32BMA DH078E24B2BMA DH120E3682BMA 9 MEN WRING FOR THERMOSTATS AND REMOTE SENSORS IS NOT IN A CONDUIT, THE SLOPE AT 1/8" PER FOOT SCREWS�SIDE VARING SHALL BE RUN TO THE UNDERSIDE OF THE ROOF DECK. THE WRING SHALL No . 1 �514 NOTES NOT BE ROUTED OVER FLUORESCENT BALLASTS, POWER BOXES OR IN A CONDUIT TITLE: 4114 50's 5LD6 P.T. WOOD SUPPORT NTH LINE VOLTAGE WIRING AS ELECTRICAL INTERFERENCE WILL CAUSE ERRATIC CONTROL 436 ATLANTIC 13LVD INSULATED PREFAB CURB OPERATION. JACKSONVILLE,FLORIDA ROOF BY HVAC, INS'TALLED OPROVIDE AND INS-FALL IN DOWNFLOW CONFIGURATION. ST/SITE#00q-OZ2 BY GENERAL CONiWACTOR. A 0 PLUMBING CONTRACTOR SHALL INSTALL CONDENSATE DRAINS (PROVIDED BY YORK) ON BOLT CURB TO ROOF OROOFTOP A/C UNIT'S ARE TO BE PROVIDED BY McDONALD'S CORPORATION. ALL HVAC UNITS. WITH 1M" THIRU DLT CONTACT JEFF NIEMEN OR SHELLY DOUGLAS AT (800)775-9675 OR (630)279-0050 4) 8 1 L_/ FOUR BOL.TS/SIDE \__,�SUPPORT FRAMING BY FAX. (6,30)8,33-3113 TO ORDER UNITS, 0 INTERNAL LINED DUCT WITH ANTI-MICROBIAL. DA7E CONDENSATE WELDED GENERAL CONTRACTOR 155E. 06-26-02 bdAX. TON5 PIPE-31ZE DUCTWORK 9HVAC UNITS ARE PROVIDED WITH THE FOLLOWING ACCESSORIES: FACTORY ROOF CURB, Z-i-\ 12-0-02 2 3/4" HONEYWELL CONTROLS, FRESH AIR INTAKE HOOD WITH DAMPER, DISCONNECT SWITCH, 5 1" A TOTAL FAN SUCTION 6" MIN. LOW LIMIT DISCHARGE THERMOSTAT AND COMPRESSOR LOCKOUT, SINGLE POINT POWER 30 1 1/4" PRESSURE + 1INCH CONNECTION. INCLUDE ALL COSTS TO INSTALL ALL ACCESSORIES. SHEET No 50 1 1/2" OPROVIDE NTH H014EYWELL #T7047C1025 REMOTE TEMPERATURE SENSOR (NTH WOOD MOUNTING BLOCK). CONNECT TO HONEYWELL #T7300 THERMOSTAT IN MANAGERS OFFICE. CONDENSATE DRAIN TRAP DETAIL HOOD EXHAUST FAN ROOF CURB DETAIL NOT TO SCALE MOT TO SCALE OPROVIDE WITH 2:,osrriON MOTORIZED DAMPER ON OUTSIDE AIR INTAKE, 1801 Norih Hims Avenue PYRAMID Tampa, Rorlda 33607 M3 @PROVIDE WITH TECHNICOAT PHENOLIC COATING ON CONDENSER COILS. EjV\ GjNEERjN\ G (813)350-9880 * Paz (813)350-9812 &T. NO. EB6890 AA-WO3276 CONSULTING ENGINEERS 0 COPY11101IT ILOTLtY-PLIRDY ARCHIMMTRa INC, ALL RIGHTS RESEFWID 2(" U E E ID tKX AA 49 A' K E S TO PROVIDE ONE (1) 9 5) 1� *" 'THICK BY 1" WIDE A pK '-11 3/4" (60.3 cm] U CLOSED CELL PVC GASKET., Gn AVAILABLE AT RHOPAC INC.. (312) 539-5771. �08 SILICONE IN PLACE. SPRAY WITH GRAY SYNTHETIC ENAMEL 0 PAINT. LL- r 1/8"0 HO)LES (TYPICAL') U 00 1 /4" [ 3. 2 1 1 /4" [ 3.2 cm 2 136, crn] /Ns 411 [ 10. 2 cm] 4" [ 10. 2 cm] cm ,_0 161JI52-6 4 10. 2 4 10. 2 am] 5 0 PPGPP ID E r E I FULL PERIMETER 95' WELDED r% (0 C3 LOWER UPPER OFFSET OFFSET FAN ADAPTER J" ID I I NOT TO SCALE R N.T.S. N.T.S. r E I lot M cr) U") E cq c� o L..j 14- NOTE: NOTE: 1. ALL MATERIAL: 16 GA. CARBON STEEL SEE ARCHITECTURAL & STRUCTURAL DRAWINGS FOR CENTERLINE OF DUCT LOCATIONS. 2. ALL DUCT SEAMS TO BE CONTINUOSLY HOLD ALL DIMENSIONS - NO TOLERANCE. FAN WELDED, GREASE AND LIQUID TIGHT. ADAPTER 3. CLEAN OUTS TO BE PROVIDED AT EVERY CHANGE OF DIRECTION. 110" [25.4 =3 1 4. ALL GASKETS TO BE RATED MIN.: 15007 PER NFPA 96 4-S.2.1. "A" (MAX, EXTENSION) 7 3/4" [19.7 cm] V-4 1/2" [41.9 cm] CLEANOUT z% CLEANOUT DUCT TRANSITION 0 LOWER UPPER w OFFSET OFFSET NOT TO SCALE z Ljj 0 X Ld DIMENSION ALL JOINTS TO BE OVERLAPPING UNIVERSAL HOOD SIZE "C" PER NFPA 96 4.5.2.2 (1994) "A" "B" Vp P)E' "F" W (TYPICAL). 2-VAT FRYER 34 1/2" in. n 1/8 10'5" 6 3/16" 7 1/4" 7 1/4' 43 7/16" 7 1/4" 38 7/8" 20 7/8" 7 1/4" UH-34 CEILING 87.6 cm cm. 267.0 317.5 15.7 18.4 18.4 110.3 18.4 98.7 53.0 18.4 3 FT. GRILL 43 1/2" in. 8'9 1/8" 1 0)5pp 6 3/lC 7 7/4" 7 1/4" 43 7/16" 7 1/4" 38 7/8" 20 7/8" 7 1/4" UH-43 CLEARANCE E 110.5 cm cm. 267.0 317.5 15.7 18.4 18.4 110.3 18.4 98.7 53.0 18A FROM DUCT 0 3-VAT FRYER 50)1 in. 81111) 1071 5 1/2" 9H 9" 43 7/16" 91P 38 13/16" 20 13/16" g" TO WALL 7 01 UH-50 0) 127 cm cm. 271.8 322.6 13.97 22.9 22,9 110.3 22.9 98.6 52.9 22.9 8111 0 gol qjf 91, DUCT 59 1/4" in, 107' 5 1/2" 43 7/16" 38 13/16" 20 13/16" 9" TRANSITION r-0 E 150.5 onn cm. 271.8 322.6 13.97 22.9 22.9 110.3 22.9 98.6 52.9 22.9 U 4-VAT FRYER 65 1/2'� in. 8'll 7/8�' 10,8" 5" 10 10" 43 7/16" 10" 38 7/8" 16 7/8" 1 olp LO UH-60 0i 166.4 cm cm. 274 325.1 12,7 25.4 25.4 110,3 25.4 98.7 42.9 25.4 E 75" in, 8'11 7/81, 10'8" 5D 10 11 lop$ 43 7/16" 1 ojj 38 7/8" 20 7/8" 10" U 190.5 cm cm. 274 325.1 12.7 25.4 25.4 110.3 25.4 98.7 53 25.4 c� 00 LO 6 FT. GRILL 83 3/4" in. 9'l 1/16" 10'7 11/16" 4 3/8" 11 1/4" 11 1/4" 41 3/16` 11 1/4" 38 13/16" 20 13/16- 11 1/4�1 kv-1 I UH-83 212.7 cm cm. 277 324.3 11.1 28.6 28.6 104,6 28,6 98.6 52.9 28.6 2ft 01 - - 0 90 1/2" in. 9'l 1/16 10'7 11/16" 4 3/8" 11 1/4" 11 1/4" 41 3/16" 11 1/41j 38 13/16" 1 20 13/16" 1 11 1/4�p .1 229.9 cm 7. 277 324.3 11.1 28.6 28.6 104,6 t-28-6 98.6 1 52.9 1 -28.6- LO LI.L. LISTING No. (YYCW) MH12755 MICHAEL CURKAN P.E. 45846 No . I a 1 -4 TITLE: 4T14 50's 5L06 435 ATLANTIC, E3LV`P JACK5ONVILLE, FLORIDA 5T/SITE# OCKI-0212 IrE 155UE OL5-2b-02 4707 W. Candy Blvd., Suite 9 P YRAM JD- Tampa, Florida 33611 M4 E, NG NEE _f R1 NG,, (813)832-6619 * Fax (813)832-6521 Alk-0005276 CONSULTING EKG INEERS 0C0FYR1Wfr HAFtTLEY+PURDYAf(CHITECTURE,IN(,. ALL RIGHTS RESERVED 2000 U .0 10 oo 11177777711L 77777777 "I r U IS4Z5 r UCc) 00 F z/ 00 FREEZER (T) ELI 1� 4.08 on 4.Oe C14 QW + IL 0 0 LOC<-A5LE 5TOR435 F33z L F—3-0-0 �3 1 1215-0 E-1151-- I a I W3.5i 205 1,7 7-5. Il- I I - COOLER e-- 51-4' 21- 11 2'-4' �/41 2 112 10 Ea 0-09 Fill -61 w 15E7.00 223.011 1 1154-00 3 (j) q 1-02 w 12U,-05 1 1 f-- z a) L----------1 .3-00 4-1L 203,00 2=Ieoe I 2=0 5 1 IELEC. EXT T �fe�000 =1DO I CUSTOMER 201.00 Z SERVICE AREA 21 1 0 000 1 800.10 n 1 201.02 -1 I&S02 201.05 =2D-1 I 7 REMOTrz ANSU PULL Fa—o-i-Z 0 21-05 (2-VAT FRYER GRILLS) 0 0- -02 d) ELEC. 215 1] 11 11 DI-611 /0. 211100-1 4' -2 z� *1 ie L' I'll- - 2=0 5 216.00 1 2 3.02 225DI LQ I ILI'/I rl_)"'2 \A/1 25 0"' 2 3-00 205 L C, C�m r-"� PI El El.0 0 w AM000-0 r 1.102 3 3_00 -0 2 Ir REMOTE ANSUL FULL 225.06 21,300 (3-VAT FRYER) Q 44' AFF F-- j 221.021 1221.01 44.15=' ! 4 OILC-EILING EE =1 - - - - - - - 25 '--L4LO4 1/4' IA 1 111.01 )2 mv 30 W1 231 0 �0 100.11 12210 2 �16.04 P OL EB/SOFF IT L El 224-00 13-00 21WO 10-01 2302 2��.00 20ID1 IS0.02 1000 215 2 20DO 23.02 14206 1 IN 23.04 21102 F. 777777 z CONDIMEN BINS rL 42.0 A n n 11111177zzz11111111yvLL111 E21 �=.00 //// VI/ V/////////'/// = �y T T Ila 0 41 if Ii D1 99 R , d) 90 122,13 < 12'-1 1/2 CA4 2'-4" -11-511 CREAM 23'-5" 41-(ou 31141 A2 < TCHEN FLAN 4 E3EVEfRAr-zsE CA51NET �,)ETAIL 1/4H 11-00 <1 N.T.6. CENTERLINE OF <V5 MONITOR5 141-111 2'-&" (0'-0' CELL SPLIT- FUNCTION COUNTER - 3 F05 111.011 41-1011 01 OPTIONAL ro'-O" CELL 5PLIT- FUNCTION COUNTER 4 1=05 OEP I 5 STANDARD 5 OPTIONAL 0 -011 REG MENU BREAKFAST 5 KV6 <VS 5 SYSTEM PACKAGING 5Y6TEM Y MODULE y PRINTER PRINTER MON17OR PRINTER PRINTER NUGGET PRINTER PRINTER PRINTER PACKAGING SAUCE 6UNS 54CON BUMP/ (4 TO EACH SIDE) u"r- UHC CHEESE UI-IC Fc: 5ERVE BAR Ro ND-UF' BUMP/ 10 TO STIER SERVE BAR 9---- go 001 go 000 99 MARK HARTLEY INTER 11CASH �� M. M. 0000 up 0000 Lc go 0000 PO-00 0 0 1 1 1 1 cf - — - 00 8 -c:;HUF�' HEATED PRODUCT .0000 0000 0000 1 L CUPS CUPS CU1,15 No . 0202 . 62 MUSTARD foil LANDING ZONE 6 1 Cups �� '-Ups culls RAS i i 4==t =F- - h TITLE: 4774 50'S BLDG LU TRASH TRAS ----7 435 ATLANTIC BLVD L-n L-i L-i L---i Li RASH CONDIMENT CONDIMENT M RAS 4CONDIMEN RAr "Wal TFZAY TRAY C IDART �F CONDIMENT TRAY CONDIMENT TRAY cc :)IMENT CART JACKSONVILLE, FLORIDA LLI CART CART ART TRAY PAPER WRAF T BASE CAE31NET CART CART CART ST/SITE# 009-0272 DRAWERS OPTIONAL AN6 N I STORAGE REFRIGERATION 0 -01, BUNS SPACE CLE�::] 61-04 -- I — =BUS50>1 I 1 01 B4%rE SOILED U"C.TRAYS NOTE COORPINATED ELECTRICAL AND EQUIPMENT REQUIREMENTS FOR OPTIONAL COUNTER ISSUE Q7-24-Q2 eUNA-IUFFIN WIDr: REPLEN1514ING CART TOAST TABLE PREPTA13LE 5-I' WIDE UPC TABLE OM/Or:r 12-05-02 BRAKE L(b-PLACE LURAF DRAUJER5 Tyf' ON BOTH SIDE6 SHEETHO COUN.TEf.RELE_VATION OPTIONAL UNEDER COUNTER ELEVATION 2 PREF LINE 20 NOT LOCATE KV6 MONITOR ��K J1 N,T S. <1 N.T.S. K1 <1 NT5 A OVE MUFFIN 10,45le AA-0003276 9WOPA"PTIRDYAUCHITECTUR&INC. AIJ,RIGHTS RESERVED 2002 optional F-cluipment VIF a Verif9 In Field _kz Optional I: ent VIF 0-70FIF9 In Field 0 GC a Gentral Contractor GC - General r.,ontractor EQUIF�IENT 6C�4EDULE R a- Relocated Eciulpment EQUIF�IENT &C�4EDULE 0 0 1 ITEM 0 JQTY DESCRIPTION MANUFACTURER MODEL 0 UL NSP FURNISHED GENERAL REMARKS SPECIAL REQUIREMENTS ITEM 0 QTY DESCRIPTION MANUFACTURER MODEL 0 UL NSF FURNISHED GENERAL REMARKS SPECIAL REQUIREMENTS 0 ENSIONS AND NT8jT PROJECT MANAGER FOR OUN T To FR T�Om 0 CAME 0 1 1.00 1 FRONT COUNTER SEE RMKS SEE PLAN - 2 SEE RMK5 aro 11BI-03 I VALANCE SHELVING INTERMETRO MIS30C 2 Kss R �e A CYNAMk4fT N UTATER ANN TFO 2 1.02 2 ALL T ITSAT 1jR&AF TO F E�Tp M MINLIFSOPRISUPPORT W KES - 2 KES 81 IS104 2 VALANCE SHELVING 18'x36' INTERMETRO M163(oc 2 KE S /WT rL OR St5� 0 3 205 CART - 24', - 4-TIER D E NS T 0 R 2 2 U T � x 161D. INTEWETRO UCIS-0MS - 2 KES 88 113433 5 D Y VING 2&'x&4'x64' H. AN P 0 0 T COI IN )FIR nQ8 C R 2 INTEWETRO M1415-TC - 2 KES �3 rp DI�CV 5�LJR.VlNa 26'x6g�'x$4' P.- 4-TI DENSTOR 2 PkNyjRE FLIT T K 05 4 2Z-1 krcn�)IMM'SbUNTER 5esA IS4 51 5 3-00 3 CASH DRAWER SHELF KES IsHle - 2 KIES LOCATED UNDER FRONT COUNTER 6aB 1134-570 2 N YGBER XRLVING 26'x86'x84' P.- 4-TIEER DENSTOR 2 D 3.02 1 HAPPY MEAL CONTAINER HOLDER KES - KES MOUNTS ON UNDER COUNTER CART 613 IS6.02 I SAFE - STANDARD 5LDG. NKL 5SM412�726 A13AXMC - OWNER I I FRIVE _�p 406 2 MENU50ARD - I' POP MODULE E16141a3 - KES - So 201.01 -THM CASH STAND - 71" x 42' INTEWIFTRO DT42-8 2 KES 956 W05151< 2 1 HEi�� 0111 40S 2 MENU50ARD - 2' POF MODULE E1614153 - KIES - IN 201.08 1 1 - E5ENTER STAqff-77FUF INTERM5TRO DT30-8 2 KES SOLID WORK TOP, WIRE SHELVES x10 L 72 s 4,10 2 MF-NU50ARD - 3' MENU MODULE E1614c33 - KE6 - PY NEXT gzlr-THFW A55EMBLY CA KES _NAPI�N 5T I S2 201.12 DIM X '; RT IN-rrzRmETRo oTRN-3o 2 TRAY 6ZOW � G!0O 5INNADY NEXT P I ��NU�?4pt�j&�&TER EVM AND %OR - KE5 - T �ZMINATIM 5r4AKE76UN0AE J�P -M-RD 0 - R er, YIER WIT14,&NF= DI5F`F=N5F=R AND IV 4.11 23 G 0 m LF VE BEVERAGE STATION C2 4 Ir S3 203.00 1 P VCT Hw TAYLOR eVo34HT SA2650 (o K ES 0 IAN T 11 1-04 1 -Fgrz __ cJ 4 1 201.00 21 IBLENIDER - COUNTERTOP - MCFLURRY TAYLOR BCIO E112422 a KES SUPPLIED WITH FOOT FIEPAL KE6 6,5515-SW-RH 2 KIF.5 N P 1=0 1 00 a 2 ZPAV, �(? � 2-t�j FED IF USED IN RE PIC>�-L�&Mf EN5E 12 lb-04 2 UTILITY CHASE - WALL VERSION KIES (0'xb'x1(0' 2 KE6 15 SE, 201.02 1 R - P�5RTIORZMROL TAYLOR X52051-2 2 KES 46TANDARD SIZE DISPENSERS 00 13 10-00 1 6ELF-$ERVE CONDIMENT CENTER KEa 13(b 20-1.05 1 MCFLURRY TABLE - 24' x 15' DF. H4K DALLAS 63614 2 KE6 INCLUDES PAN FOR 8POON6 S I CS CC, Ccoc' CcO - - 14 10-01 1 SELF-SERVE LID HOLDER CC-LID, CCO-LID - - KES el 214-00 1 CREW VIDEO BY OWNER 15Y OWNER - OWNER I rp 1002 1 SELF-SERVE DISPENSER PUMPS CTS 50440 - 2 KES -35 26,00 3 1 FOS PC HASVIDARE - FRONT COUNTER BY OWNER 5Y OWNER OEM 15A 20-00 1 AUTOMATED BEVERAGE SYSTEM f I"Or-> C 5612'�SS5 - - KES FT6ATI�EbtlIONKIT 1.�� OWNER INCLUDES MONITOR AND CPU 'kUDE 13 FOS PC H '>/*T BY OUNER BY OWNER 5-), 2 BOOTH r- 00 STEEL C, SE 4 r->ATA LINE S 215.02 2 ARDWARE OEM OWNER INCLUDES MONITOR AND CPU 16 1 2100 1 COF�:EE BREWER (GLASS DECANTERS) 5LOOtvFIEL0 101615VM E15253 4 KES SUPPLIED WITH (3) GLASS DECANTERS 1001 2155.04 2 F10S KVS MONITOR BY OLLNER BY OWNER OEM OWNER 1-1 210!, 1 CZ)FFEE BREWER - SOFT HEAT - SINGLE 21000.0000 E3206(o 4 KES INCLUDES DRIP TRAY WASRATE 1145TAk�F_C) PY G5 IF IF, IT 0 1��? INTTO FF &�MAWff DR 4�F R,1�1100 101 21600 3 POS VIDEO MONITOR W/8UPPORTS BY OWNER BY OWNER E1061evol - OWNER U MO im 6 -es, I BOOTO cl� -15 N-0- M la 2.3.02 3 &7EE SERVER - 6CFT HEAT 1. 2165OZOOO 4 KES mlot�l �0 G . W,IC 102 21-1-02 > 2 DRIVE-THRU CAMERA 4 MONITOR SYSTEM usai/AmsEco mc3E'iAvCs E106425 - OUNER Eo_s�m_IE_A6(&o0_v_T_6 00 mcau_= CHOOSE ONE LOCATION I jg�E �jjy�VgT �OCKING STATION - qr6O- f(!T TTUNI M 23.04 A 21615-0000 E3206ro 4 IKES 10.31 21S.00 4 POS - RECEIPT PRINTER BY OWNER 15Y OWNER OEM OWNER 0 7D FOR FROI INTER ow 0 1 20 24ZO 2 OR4NGE JUICE D18PENSER CORNELIUS QLT-Ie0 6A4666 16 JKE8 1041 220.00 X I COIN D(SPENSER BY OLLNER BY OWNER OEM OWNER + 0 21 2E,-00 ON BLOOMFIELD 6W05L 4 KES 1 1 05TCP'f�E MWO(NEiL los 221,01 x I P06 - OFF-ICE BY OWNER BY OWNER OEM OWNER 22 26.00 x I HOT CHOCOLATE DISPENSER KARMA 150MD E302% fe KE8 10(o 221.02 1 ISP STAND LUXOR LEP-IFP54 OWNER AVAILABLE THROUGH POS SUPPLIER I F0 T 63501-146-1 SA141IB3 16 KES COMES WITH LID HOLDER KES eC AT W ON4L 23 3000 R �NG '0 ELIUS 101 22301 1 WASHER MAYTAG MAT)3MN Erog'S5 1 60 A VT5F Iml Vp-- FIRRL�FT SA14S3 16 KES COMES WITH LID HOLDER 24 1 30.05, 2 FOORUYI, N f RE CORN IV& 224ZO I AUDIO SYSTEM 2 BOOTH BY OWNER - (60- Q 0 ELIU5 63501-110-1 24AI 31.02 1 =�T*rs�To RS) MULTIPLEX 44-5115 E121816 le KE5 Iola 22503 1 OFF-ICE P4CKAGE/1:)ESK UNIT DEN5TOFR 2000-0100 _sW9MrC6RSVL!A a PtcNYGRER lot I F 6Y5Tr=M, 2 r2 33.04 C) (F T L�N,Tjr5T - Iml 005TIX C RNELIUS 21880- ?132(0�fo la KE8 rain, riLTEfR 110 225-04 1 OFFICE PACKAGE/ 2-WALL CA51NETS DENSTOR 2000-0200 AN - 0 -C AN - C R m 2 ro' 36.00 x 2 BULK COKE 10661511 la SYRUP LINES DY CHART INDUSTRIES AN - W./�l I- RER 111 225-05 1 OFFICE PACKAGE/HIGH WORK SUIO--ACE VEN5TOR 2000-0300 3 1;1 _PRAWER LATERAL 21 31.00 x I BULK CO2 FNHC)AURSTp rILEICE PACKAGE W/3 C URER ,1 ES SS2246e RER 112 225,0& DEN6TOR 2000-0400 26 1 36.00 xi I CLEAN IN PLACE PANEL FNeL�STRIES 10661431 1& rA' GREIR TO BOX T 113 225.01 1 WIRELESS HEADSET CABINET D16PLAYHOUSE M-22 KES 2S 3cJ0 RS_3A/ ;@5DNC1VCo�A�RARIC5j 0 S NOT 114 226.05 D5N5TOR 4-ACROS5 I ICE MACHINE - 100 L5. SCOTSMAN CM51b SA1641 12 KES 5 5 06 1 CREW LOCKERS 2 30 40.00 1 ICE MACHINE CHASE KES 4'x6'x48' 2 KES -if CATIM: C L OR FWT )I_5 231.00 2 FIE DISPLAY 7�H��4_ N mrSPM4 L3393G 4 KES A0 TT ONE LO gO IAP CU,';;gOrUT 0 Ikj8QIr_N5ER SEr P OR CgZ Re� 31 42Z& I ICE 015PENeER - UNDER COUNTER 12 KES 5 17F 116 _100,00 2 1 HAND SINK 15' x 18' GC 15' x 16' 2 GC C ELIUS Url-150 32 43.165 2 HEATED LANDING ZONE FRYMASTER HLZ-22 - 4 KES 11-1 100.02 MOP SINK GC TeD 2 GC T �,JL�A 33 44.15 1 CENTER ISLAND- -12- KES CII`�FY_12 - 2 KES 47YATWHROTT CABS. 116 -100.04 2 WATER HEATER - ELECTRIC - lee�,W GG TeD 2 GC 34 44.18 1 CENTER ISLAND- 24' KE5 CIMI=Y-24 - 2 KE5 -AVAILAISLE IN 1-14 T - STL Ils 100.10 X I BULK OIL 5YSTEM MVE MCD506 Fit-" 4 SUPPLIER SLEr-MCAL RATIW-i s 13500162 .3 rp 4432 WAr- 3 OWA5E KE6 1`�Fy_ECCI - - KE5 PROVIDED WITH OUTLET HOU51NG O� UTI / MOUN.TIN6 I r(Q M19tR1PsdfkTED - NEW STOQ BEVERAGE CAIBINET BY 120 '100.11 1 H 0$w_FM_hC'w50X H4K DALLAS r'_>%LLA8 2'-4x2'-4' x4' HIGH BOX 36 45.04 1 BEVERAGE CABINET - 12' WIDS KES SV12-4 - 2 KES m - KEMNR�L'N SP OR 121 800.01 - 3 4 PLACE CUP TUIBE HOUSING (VERTICAL) KES TBD KES 36AI 4-1Z0 I SALAD CASE - FULL HEIGHT RFf�'ER-4`GE RIIS-WGS-26 SA26t�l -1 KES 0 0 T 1 122 800,02 - 3 4 PLACE CUP TUDE HOUSING (HORIZONTAL) I KES jTBD I - KES -31 1 49ZO xj I cm FIL L BOX - ro I12'Wx16'I4 8612621b - K5 X-4 X_ F&LESTRIE6 MEWR �S� O;T80'2%N`C INST. 3a S,1_02 1 CUP LID HOLDER KIES AOCLI4-S 2 KE,5 39 &Izo I FRY BAGGING STATION 36' KIES F1301-4 EcJIB016 2 KIES - 40 64.13 1 2-VAT FRYER - ELECTRIC S/S FRYMA6TE_R 5IH214-4CSr-> r=44r_71I 4 Krz - 41 65.03 1 3-VAT FRYER - ELECTRIC F/F/F FRYMASTER IBIH314-CSD E44E�11 4 K E 5 - 42 12ZO '<H,4�5,T gOOD Fk-P.) KFS UH-34 MH12'155 2 KIES - -V I PL'E1;R'51A_L2E" AT RY R 43 1.3.00 1 PleVEMAL F=X�ttrT _Hd r KpS UH-50 MHI21E�5 2 Kr=s Y�OOD (R L R v R R__ I 44 80.00 3 MECHANICAL CHASE KES IWAS' SGCL. 2 KES 45 8101 1 PRODUCT LANDING SHELF - SOLID TOP KES 2 KIES - DULE 5�4EET 46 6IZ2 I PRODUCT LANDIN63 SHELF - CUT OUT TOP KES - 2 KE5 < TC�4EN 6C��41= 41 6!�.00 I ARCH FRY DISPENSER RAM 28012 E140153 4 PtcNYGRr=R �F_ ONTAINEE5 M5UNT 48 C3100 1 WALL MOUNT FREMR UNIT-SINGLE WIDE KES WF2S-4 8,4132ci 1 KES �P�rbo U ' H KIES UH-63 M412155 2 KES 4S 134.06 1 V E C j EXHIRT CL 5 RE?FA NOTE. INFORMATION SHOWN 16 FOR L 60 -B603 2 36' CLAM5HELL GRILL - ELECTRIC V,VL T D/ MLLE__Cj50I E2561B.5 4 KES, 50TH GAS AND ELECTRIC GRILLS, 81�30?2 51 S-1.011 I MEAT FREEZER - DOUBLE WIDE KES I-F30-4 2 KES AIR-COOLED, SELF-CONTAINED FRYERS AND WATER HEATEFZ 52 1 435.00 11 2-vER APPLIANCE vrmo INTERMETRO (oTL22 2 KE=5 53 1 vaoo I GRILL TOOL ORSANIZER KES (0003(o 2 KES 54 1 111.071 1 15UN CART -MERMETRO CT15UN -3-0 2 KES 6EE &HEET <1 FOR 3 NPIJFlft� RING CA51NET -44511 4 KES 55 11(0.01 WEL15ILT UHC-4TP F 116.13 1 D-1 RO �V TWO SIDEff, NEW, AND Kj=-S AOSHL 2 KE6 EQUIFMENT FLCOF� FLAN PP. Evi 111.01 1 ms TLUHC-r71E-3s 2 KE6 DUAL SIDED PREF UHC TAfkj�VJ51DED - 3,'DF-, r5rV C W C 5a 111.13 1 - PIN 4 KIES TLUHC-2a-3a 2 KES DUAL SIDED PREP FOR ONE UHC CABINET 51B lIa.00 21Q'ING OVEN - TWIST LOCK AMANA MC22MPT E404E�ro 4 KES ro 0 1 MUFFIN TOASTER/Q'ING OVEN TABLE KE6 TLMTQ-24 2 KE5 i�d 120-OB I RAPID TOAST TABLE -2-51PED - 34' op. KES TLTST-25. 2 KES (02 122.10 2 VERTICAL 5UN TOASTER - PIN 4 SLEEVE ANTUNES VCT-20ORD SEE RMKS 4 KE5 FiAtR90'51 4WFVION - 53410c� (03 122.13 1 MUFFIN TOASTER - TWIST LOCK ANTUN56 MT-12RR E49401 4 KEE Is 64 123.10 1 1 -7 TCH, T,4ALgg;vr - 2-SIDEff - 34'0f'. K.55 TLIORP-15 I KES AU49 F Er99 R 00 6760 ROYI'%o"Ff-A,�S E (05 131.00 1 BISCUIT OVEN WELLS M4200-36 r=60-10 4 KES 66 134�00 1 VEGIETA15LE SINK KES &K04-4 - 2 KES ,;�"i 143-01 1 TOMATO SABER �%�Ej 12343mco - - KE5 &a IE,1.00 I WORK 5W- a COMPARTI-ENT- SO' WIDE KE6 SKOB-4 - 2 KES bcj 15301 1 SMART WALL SHELVING SYSTEM INTERMETRO SW84-4K2 - 2 KES SYSTEM 36' x 64' 10 153.04 1 SMALLWARE WALL ORGANIZER INTERMETRO SWI612-MFS - 2 KES _11 15400 1 BRUSH CABINET 105L 4 KE5 Sg4Y TBC-I - -12 155.00 1 GRILL TOOL SHARPENER COZZINI - 2 KIES -13 156-00 1 GRILL TOOL SHARPENER SHr=Lr- KEES 5SHI0 - 2 KE5 MARK S. HARTLEY -14 15-1.00 1 TRASH LINER DISPENSER SHELF KIES A0053 - L 2 KE5 m 1E, 158.00 1 SHORTENING DISPOSAL UNIT FRYMASTER MVOr_*0 - - KE5 No . 0202 . 62 16 15C3.00 I UNIVERSAL PARTS CART INTERMETRO STL243 - 2 KIES TITLE: 4774 50'S BLDG LCC;AL AN,*U� ACItNT 5f-IzCIF1g5, 5Uf-f-LIF=5 , Rj -16A 163.00 2 FIRE EXTINGUISHER - 5 L5. - ABC ANSUL SEE REMARKS - - I SEE RMKS 4 LOCATES f ER OCAL COD 435 ATLANTIC BLVD 'AL AN5U NT t5Uf-f-LIE5 JACKSONVILLE, FLORIDA AN8UL SEE REMARKS - SEE RMKe CATES P R OGAL COPE 1613 1163.01 2 FIRE EXTINGUISHER - 10 L5. - 5C _W 1� ST/SITE# 009-0272 -11 163M 1 REM -ZF LOCAL ANSUL �ZENT OTS ANSUL PULL AN6UL 4535 FX34'10 SEE RMKS Q� D5Y 16 151.00 1 REFRIGERATOR - WOW, TOP - 21' WIDE WTR271-23 9A2651 I KE 5 DATE ,7s 181.04 1 REFRIGERATOR - WORKTOP - 45' WIDE VRvr=R*AGE UJTR45-23 SA265) -1 KE 5 ISSUE OZ-24-02- L30 152ZO I FREEZER - WORK TOP - 21' WIPS RF,,�ERAGS Wtr-21-23 SA26-5) I KE5 REVZL 12-05-02 al 16-hes 2 71TW 5HELVIRG 24' x 6,07-x714' H. INTIERMETRO - 2 Krz 6 82 191322 4 ��O�T?_SHELVI R "51 x a&s x 0. P- INTERMETRO - 2 KES 53 189.21 1 C04C�� SHELVING 16' x &V x IV k - 2 KES R INTE 84 IS0.02 1 ONE SHELF WALL KIT - IS'xroO' INTERMETRO SH60-6 2 KES K2 64A 1130,04 2 1 ONE SHELF WALL KIT - )S'xgol INTERMET -5 2 KE$ TO 5PELF 50TTOM AA-0003276 55 1151-01 1] VALANCE SHELVING - 16'x482 INTEwETRo ImIa48C 2 KI=-5 METS'a'OT440isT rED C Pmom ul RDYARCHITBC-MRE�INC. ALL RIGHTS RJ�SERVED 2001 ITEM QTY PARTNAM E TITLE MATERIAL 8 15/16 [227.01 mm] 16 5/8 [422.28mm] 8 15/16 [227.01 mm] 1 1 UI-13401 .001 TOP,HO,OD 16 SS 2 2 UH3401 ,002 FILLER, HOOD TOP 16 SAT 3 1 UH3401 -003 BACK PANEL 16 SAT E 4 2 UH3401 .004 FILLER PANEL,BACK 18 SAT CD 5 1 UH3401 .005 CHAN N EL,STIFFEN ER 14 SAT cll� 6 1 UH3401 .006 GREASE TROUGH 16 SS Ln 1�1 7 1 UH3401 .007 ANGLE,(GREASE TROUGH SUPPORT 16 SS 2B 00 8 4 UH3401 -008 FILTER CLIP 16 BI 9 1 UH3401 .009 ANGLE,lUPPER FILTER LOCATOR 16 SS 2B --------------- ---------------------------------------------- 10 1 UH3401 .01 0 CHANNIEL,FILTER RETAINER CLIP SUPPORT 16 SAT -------------------------------------------------------------- 11 1 UH3401 .011 CHANNIEL,LOWER FLUE DEFLECTOR 16 BI E ---------- ----------------------------------- -- --------T, r I E 0 0 1 12 1 UH3401 .01 2 CHANNIEL,UPPER FLUE DEFLECTOR 16 BI E CD E 0 0 0 0 0 13 1 UH3401 .013 WALL CLIP 14 SAT CD n C-0 E E 14 1 UH3401 .014 BRACKET,FASCIA MOUNTING 16 SS 2B CD CD 15 1 UH3401 .01 5 SPACER,FILTER 16 SS 2B CN E --o Lo 0 16 1 UH3401 .016 RIGHT END HOOD 16 SS E co 3/8 [9.52mm] CD L-i CD C"i 17 1 UH3401 .017 LEFT E'ND HOOD 16 SS < CD -- Typ. 00 18 1 UH3401 .019 INNER PANEL,RIGHT,HOOD ENDS 16 SS 213 Qc) '-�l 0011 Qo 0 0 0 OP9 0 '11� 0 0 19 1 1 UH3401 -020 INNER PANEL,LEFT,HOOD ENDS 16 SS 213 20 1 UH3401 .021 GREASE CUP BRACKET 18 SS 213 E ------ 21 2 UH3401 -024 CHANNIEL,END,FILTER SUPPORT 16 SS 213 1: 22 2 UH3401 .025 Z CLIP SUPPORT 14 SAT C) ,n 1 3/116 [30. 16mm] 3 3/4 [95.25mm] U-) Ir 1 /4-20 X 1 /2" LG. WELD STUD 23 1 UH3401 .026 RETAINER, CASKET 16 SAT 00 TYP, 24 1 UH3401 .027 FILLER L.H. GUTTER 16 SS 2B n- 25 1 UH3401 .028 FILLER,, R.H. GUTTER 16 __SS 213 F --------------------------------------------------------1 26 5 E.-8-38- 1 I PLUG BUTTON,3/4)) HOLE,CHM. PLT 27 16 F- 13-2 STUD,SS,CD FLNG., 1 /4-20 X 1 /2 28 1 F- 13-20-3 PIN,SPADE WELD,SS 34 1 /2 [876.30mml 29 4 F- 14-2 PIN, C(OTTER 30 4 H- 14-8- 1 HANDLE,FILTER LOCKING 31 4 H-3- 11 SPRING, #LC043EF1 O-SS 32 1 H-4- 18- 1 INSULATION, CEREBLANKET PLAN VIEW 1 33 1 1 IH-4-24-4 GASKET,HI-TEMP,31 3/4" LG. Ln N.T.S. (-n m L-J LLJ 1 1 Zzf- < 2f L.Lj <: C-\] cl� 26 [660.40mm] 34 112 [876,30mm] E 00 QD n m 16 15/16 [430-21 mm] 6 5/16 [160.34mm] 21 7/8 [555.62mml --w- 6 5/16 [ 160.34mm] r D 00 3 [76.20mm] C CD u� Ln M lEl ------------ ---------------------------- L--- ------------- E 1-N n, E LLJ E cl-- n n n n Ld r < ----------------- D ------------------7r- -1 r- TT Lf� N 0 CD I u u I u u I Qo CC) LLJ z-- Ll E E F= CD C) LLJ QD co ------------------------=-�E TPE-------------------- c� CY) CD L L-i CD E 0 E r I < X CD E CN E CN E CD C) cll� 0� L.LJ CD 00 00 CN u') Ln Q0 n Lc) cll� E 00 E E E E u� E E E E CD E C) C) (N r- 00 1 1 00 00 c� C-� 00 --1 Qo L'i c� Ln 0 0 0 I E 16 [406.40mm] ------"-- E SHEET NO: E E C) CD co co FRONT VEW FND VlFW cif 0 N.T.S. N.T.S. 43s /14lavA+l\c- R/ 34 1 /2 [&76.30mm] 1 3/8 [34.91mm] E tK 1 3/8 [34.93mm] — E CD 4 4 r E-1 E co Hl . TEMP . GASKET C-4 QD \X/"\ v DETAIL A ' "I lfz All 135.00* E 0 0 < E E 0 -4- Iq Lf 0 CN QD Lo I [25.4mm] 00 N-) 26 [660.40mm] 9 1/2 [241 .30mm] 16 1/2 [419.10mm] mill. C'� PLAN SECTION Ln HOOD FULLY WELD EXTERIOR 16 15/16 [430.21mm] r---1 I E 8 f203.20mml 6 [152.40mml F- E E 34 112 [8716. 17mm] r 4 1/2 [114.29mm] CC) 3 [76.20mm] co 8 15/16 [226.89mm] 16 5/8 [422.28mm] 8 15/16 [227.00mm] 12 3 11 13 6 5/16 [ 160.34mm] 21 7/8 [55,15.63mm] 6 5/ 16 [ 160.34mm] L L-A 0) TACK WELD E E LLJ 14 E E IN 00 1 3/8 [34.93mm] 1 3/8 [34.91 mm] rl- CD j LL j L6 9 (.0 CD 17 16 9 30 (B x 8 E x TACK WELD > co co 28 10 21 TACK WELD TAC:K WELD 15 x LD E C) x E C) 25 E E Lli 2 2 24 CD bi 6 X 4 r I Lo u E x 'co (j-) Li J =T 22 Q __j r I Ld < E (D 0 SEE x C) 0 FE —E E E C;o 0 C) --i Li Lj CD 00 co 19 18 20 DETAIL "A" co C6 CD lco Ln CD IN Lo 7 ro x— CD 19 x L-j– Ll 23 L-i cn 33 E < C) E CD 5 E C) co E E E E E 0 o E CD co CD L i CD co CD 0 x C) N 0 r-- CN u -:9: cn x CD� CD C) C-D < C—) 32 LL-1 0 0 0 0 E CD E 5 7/16 [138.12mm]---- 3 [76.20m.m] c:) r 1 00 E E 16 [406.40mm] cll� SHEET N 0: CD 00 FRONT SECTION CROSS SECTION N .T. S . u� ITEM QTY PARTNAME TITLE MATERIAL HOOD END 1 1 UH3401 .034 BRACKET, AGENT LINE SUPPORT- 16 SAT 2 1 UH3401 ,035 A GLE, DETECTOR SUPPORT 16 SAT 25 ELEC GAS BILL OF MATERIALS TO 3.0 GAL, TANKS IN CHASE 12 4 NOZZLE TIP TO BE LOCATED 7 7/8" [200mm] ITEM QTY QTY PART NUMBER DESCRIPTION 7 AT 75* PERIMETER IN TRANSITION 3 2 2 A- 12-418118 NOZZLE, 245 APPLIANCE, FRYER #418118 8 12 6 9 3/8" [238mm] 4 1 1 A-12-059 NOZZLE, 2W DUCT, #56928 5 1 1 A-12-060 NOZZLE, 1N PLENUM, #56930 6 1 1 P-15-7 PIPE, B.I., 3/8)) SCH 40 X 6 5/8" LG. INTERNAL HOOD PENETRATION 1 24 3 1/2" [89mm] 7 7/8" [200mm] 7 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 5 3/8" LG. 8 2 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 3 1/2" LG- 12 [238mm] 9 1 1 P-15-7--PIPE, B.I., 3/8" SCH 40 X 3 1/4" LG. 14 .24 3" [76mm] - - 9 3/8 10 — — PIPING ISOMETRIC 11 3 3 P-15-111 ELBOW, B.I., 3/8 X 90 DEG. 13 12 3 3 P-15-213 TEE, B-L, 3/8" R- 10- 1 PIPE, SS, 3/8)) SCH 40 X 15 1 /2)y LG� 13 2 2 N .T. S . < 15 9 C-) 14 2 2 P-4-0 PIPE, SS, 3/8" SCH 40 X I " LG. 14 15 4 4 P-4-8 ELBOW, SS, 3/8" X 90 DEG. 16 1 1 E-10-14 CONDUIT, 1 /2" EMT X 6 7/8" LG. 3 15 13 --- 17 1 1 E-10-14 CONDUIT, 1/2 EMTX 51/2" LG. EJ) < 18 1 1 E- 10- 14 CONDUIT, 1/2" EMT X 2 1/2 LG. E 00 19 1 1 E-10-14 CONDUIT, 1/2" EMT X 2" 15 INTERNAL HOOD PENETRATION r1r) LG. 1001 20 1 1 A—12-417369 BRACKET, SERIES #417369 15 2 21 1 1 A— 12-417368 BRACKET, TERMINAL #417368 NO 22 2 2 A-12-045 ELBOW, PULLEY #45771 -'--j 2 — A-12-022 FUSIBLE LINK, TYPE K 165-F, #415739 C) L-Li 23 2 A-12-021 FUSIBLE LINK, TYPE K 2800F, #415741 < 2 A- 12-024 FUSIBLE LINK, TYPE K 4507, #417743 (SEE NOTE 11 ) 17 24 2 2 P-15-7 PIPE, B.I., 3/8" SCH 40 X 6 7/8" LG, TO REG. RELEASE 25 1 P-15-106 COUPLING, B.I., 3/8" IN CHASE 10 5/16" [262mm] 10 5/16" [262mm] HOOD END 22 0- 13 7/8'1 [352mnl] -.,— OPTIONAL REMOTE PULL STATION NOTES: 18 34 1 /2" [876niml THE FOLLOWING SPECIFICATIONS ARE FOR ADDITIONAL REMOTE PULL STATIONS WHERE CODES APPLY: DETECTION ISOMETRIC 1 . WHEN PROVIDING INSTALLATION MATERIAL FOR EXTRA REMOTE PULL STATIONS USE CK < q-- CD PREVENT THE CONDUIT FROM BEING SUBJECT TO DAMAGE, C) C:� C-) C--) 19 ONLY 1/2" EMT CONDUIT, COMPRESSION FITTINGS AND P/N 45771 PULLEY ELBOWS. I -W LD PLAN V I F: 2. ALL EXISTING PULL STATIONS WILL REMAIN INSTALLED AND CONNECTED ON CHASE. LLJ N .T. S 20 2, :* LL-j 3. RIGIDLY FASTEN ALL CONDIUIT. WHEN BRACKETING IN THE ATTIC SPACE, REGARD LLJ ) :��: -i C--) _-7E 16 FUTURE SERVICE (BY OTHER TRADES) REQUIREMENTS. TAKE PRECAUTIONS THAT CD < LLJ 21 4. ROUTE CONDUIT AS DIRECTLY AS POSSIBLE FROM THE OPTIONAL REMOTE PULL STATION TO THE LOCATION (IN CHASEWAY) NOTED ON DRAWING R02-398 FOR EACH STATION. 5. CONDUIT IS TO BE ROUTEID THROUGH THE EQUIPMENT TO THE AUTOMAN PER THE DETAILS ON THIS SHEET AND DRAWINGS R02-96 AND R02-398. GENERAL NOTES: 22 1 / 26" [660MM 2" [571 3 1/2" [89mm] DETECTOR LINE >< E E E 1 . THIS INSTALLATION IS TO IBE MADE IN ACCORDANCE WITH THE R- 102 INSTALLATION E E MANUAL AND IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. CD E N E EL -It 10" [254-mm] Ln -It 1 " [25mm] AGENT LINE �-t co 2. ALL PIPE LENGTHS TO BE FIELD VERIFIED. E L---j LL-J E 2 ) = 2 c/-1 co co co 3. THESE DRAWINGS MAY BE USED TO SECURE APPROVAL AUTHORITY HAVING JURISDICTION. Ln 00 1--, C�r) U-) 4. IT IS NECESSARY THAT AL.L PIPE FITTINGS AND NOZZLES BE WRENCH TIGHTENED AND Ln SECURELY SUPPORTED AND THAT ALL NOZZLES ARE PROPERLY AIMED AS INDICATED CID ro CN IN THE R-102 INSTALLATION MANUAL. 5. THE WIRE ROPE FOR THE DETECTOR AND REMOTE PULL STATION AND MECHANICAL GAS VALVE IS TO BE INSWALLED BY AN AUTHORIZED AND FACTORY TRAINED DISTRIBUTOR OR SERVICE REPRESENTATIVE. 6. THIS INSTALLATION IS TO BE INSPECTED, PUT INTO OPERATION AND CERTIFIED BY AN AUTHORIZED AND FACTORY TRAINED DISTIBUTOR OR SERVICE REPRESENTATIVE. 7. ELECTRICAL CONTACTS AND WIRING FOR APPLIANCE SHUT OFF TO BE PROVIDED BY THE ELECTRICAL CONT'RACTOR. C) 8. PIPING AND CONDUIT HOOD PENETRATIONS TO BE WELDED. 9. 165 DEG. FUSIBLE LINKS TO BE USED WITH ELECTRIC APPLIANCES ONLY. E 10. 280 DEG. FUSIBLE LINKS TO BE USED ON ALL HIGH EFFICIENCY GAS FRYERS -�7 E OF 100,000 BTU OR LESS, PER FULL VAT. 1 Lo 11 . 450 DEG. FUSIBLE LINK5 TO BE USED ON ALL LOW EFFICIENCY GAS FRYERS 5 3/4" [146mm] OF OVER 100,000 BTU PER FULL VAT. c CD PiPiNG NOTES: 6 3/4" [171mm] L LC co 1 . PIPE SHALL BE 3/8" SCIHEDULE 40 BLACK IRON, CHROME PLATED OR 9 1 /2" [241 STAINLESS STEEL, CD 2. PIPE ENDS SHALL BE REAMED AND BLOWN CLEAR OF CHIPS AND SCALE BEFORE ASSEMBLY. INSIDE OF PIPE AND FITTINGS MUST BE FREE OF OIL AND DIRT. 12 3/16" [310 3. PIPING DIMENSIONS GIVEN ARE FROM CENTER TO CENTER OF FITTINGS. 4. FINAL NOZZLE LOCATION MAY NOT VARY FROM LOCATION SHOWN. LL-1 22 1 /2" [572m —7-- PIPING NOTES: LLJ 1 . CONDUIT RUNS ARE DIMENSIONED CENTER TO CENTER OF CONDUIT, EXCEPT: A) TO FACE(S) OF DETECTOR BRACKET(S) SHEET NO: B 0 TOP SURFACE OF AUTOMAN C TO BACK OF MANUAL, PULL PAN HOOD PENETRATION LEFT END FRONT ELEVATION D TO SURFACE OF GAS VALVE BOX 2. CK) SHOWS LOCATION FOR PULLEY COVER SCREWS SHOWS BACKSIDE OF PULLEY ELBOW 2 V q,SE5_ A A ITEM QTY PARTNAME TITLE MATERIAL 7 7/8" [200mm] 17 TO REG. RELEASE 1 1 UH3401 .034 BRACKET, AGENT LINE SUPPORT 16 SAT 2 1 UH3401 ,035 ANGLE, DETECTOR SUPPORT 16 SAT IN CHASE ELEC GAS BILL OF MATERIALS 9 3/8" [2,38mm] ITEM QTY QTY PART NUMBER DESCRIPTION 22 HOOD END 3 2 2 A-12-418118 NOZZLE, 245 APPLIANCE, FRYER #418118 4 1 1 A-12-059 NOZZLE, 2W DUCT, #56928 7 7/8" [200mm] 3 1 /2" [89mm] 8 18 5 1 1 A-12-060 NOZZ-LE, 1N PLENUM, #56930 9 3/8" [238mm] 3" [76mm] DETECTION ISOMETRIC 6 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 6 5/8)) LG. 7 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 5 3/8" LG. 19 N -T. S . 8 2 2 P-15-7 PIPE, B.I., 3/8" SCH 40 X 3 1 /2" LG. Li-j 9 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 3 1/4" LG. 20 10 - - 11 3 3 P-15-111 ELBOW, B.I., 3/8" X 90 DEG. 16 12 3 3 P-15-213 TEE, B.I., 3/8 13 2 2 R-110-1 PIPE, SS 3/8?j SCH 40 X 15 1 /2" LG- __j < C-) 14 2 2 P-4-0 PIPE, SS, 3/8" SCH 40 X I " LG. 21 15 4 4 P-4-8 ELBOW, SS, 3/8" X 90 DEG. E 16 1 1 E- 10-14 CONDUIT, 1 /2" EMT X 6 7/8" LG. co LLJ r�r) 17 1 1 E-10-14 CONDUIT, 1 /2" EMT X 5 1 /2" LG. C) 00 HOODEND < 18 1 1 E- 10-14 CONDUIT, 1 /2" EMT X 2 1/2" LG, 19 1 1 E-10-14 CONDUIT, 1 /2" EMT X 2" LG. CD 25 20 1 1 A-12- 417369 BRACKET, SERIES #417369 NOZZLE TIP TO BE LOCATED 4 7 12 TO 3.0 GAL. TAN� S IN CHASE 21 1 1 A-12- 417368 BRACKET, TERMINAL #417368 AT 750 PERIMETER IN TRANSITION 22 2 2 A-12-045 ELBOW, PULLEY #45771 2 - A-12-022 FUSIBLE LINK, TYPE K 1657, #415739 C) 12 - -F, #415741 6 8 23 2 A-12-021 FUSIBLE LINK, TYPE K 280 - 2 A-12-024 FUSIBLE LINK, TYPE K 450-F, #417743 (SEE NOTE 11 ) 10 5/16" [262mm] 10 5/16" [262mm] 24 11 INTERNAL HOO) PENETRATION 24 2 2 P-1)5-7 PIPE, B.I., 3/8" SCH 40 X 6 7/8" LG. 12 25 1 1-- 1 1 1 P-15-106 COUPLING, B.I., 3/81) 24 5 13 7/8" [352mm] 14 -dot-- OPTIONAL REMOTE PULL STATION NOTES: 34 1/2" [876mm] THE FOLLOWING SPECIFICATIONS ARE FOR ADDITIONAL REMOTE PULL STATIONS WHERE 9 PIPING ISOMETRIC CODES APPLY: 13 15 1 . WHEN PROVIDING INSTALLATION MATERIAL FOR EXTRA REMOTE PULL STATIONS USE Li-I 14 ONLY 1 /2" EMT CONDUIT, COMPRESSION FITTINGS AND P/N 45771 PULLEY ELBOWS, m 15 N .T. S . Ln- P LAN VI EW 2. ALL EXISTING PULL STATIONS WILL REMAIN INSTALLED AND CONNECTED ON CHASE. 13 3. RIGIDLY FASTEN ALL CONDUIT. WHEN BRACKETING IN THE ATTIC SPACE, REGARD FUTURE SERVICE (BY OTHER TIRADES) REQUIREMENTS. TAKE PRECAUTIONS THAT 15 PREVENT THE CONDUIT FROM BEING SUBJECT TO DAMAGE. 3: U �NTERNAL HOOD PENETRATION C�l < < 15 4. ROUTE CONDUIT AS DIRECTLY AS POSSIBLE FROM THE OPTIONAL REMOTE PULL STATION 3 TO THE LOCATION (IN CHASEWAY) NOTED ON DRAWING R02-398 FOR EACH STATION. 5. CONDUIT IS TO BE ROUTED THIROUGH THE EQUIPMENT TO THE AUTOMAN PER THE DETAILS ON THIS SHEET AND DRAWINGS R02-96 AND R02-398. GENERAL NOTES: 3 1 /2" [89mm] DETECTOR LINE 22 1 /2" [571 m 26" [660mm] E --mu- E 1 - THIS INSTALLATION IS TO BE MADE IN ACCORDANCE WITH THE R- 102 INSTALLATION E MANUAL AND IN ACCORDANCE 'WITH ALL STATE AND LOCAL CODES. EL E E E r-n C7D E N E 1 " [25mm] AGENT LINE 't Lo 10" [254mm] E -1t 1 2. ALL PIPE LENGTHS TO BE FIELD VERIFIED. lip too 71 "t too E iLf) III I 2 2 E 3. THESE DRAWINGS MAY BE USED TO SECURE APPROVAL AUTHORITY HAVING JURISDICTION. �D Q0 z co c\j 00 Ln 4. IT IS NECESSARY THAT ALL PIPE FITTINGS AND NOZZLES BE WRENCH TIGHTENED AND SECURELY SUPPORTED AND THAT ALL NOZZLES ARE PROPERLY AIMED AS INDICATED r1r) Q0 IN THE R- 102 INSTALLATION MANUAL. 5. THE WIRE ROPE FOR THE DETECTOR AND REMOTE PULL STATION AND MECHANICAL GAS VALVE IS TO BE INSTALLED BY AN AUTHORIZED AND FACTORY TRAINED 0 __j 0 DISTRIBUTOR OR SERVICE REPRESENTATIVE. cl 6. THIS INSTALLATION IS TO BE 11�61PECTED, PUT INTO OPERATION AND CERTIFIED BY AN AUTHORIZED AND FACTORY TRAIINED DISTIBUTOR OR SERVICE REPRESENTATIVE. 7. ELECTRICAL CONTACTS AND WIRING FOR APPLIANCE SHUT OFF TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. L 8. PIPING AND CONDUIT HOOD PENETRATIONS TO BE WELDED. CD < 9. 165 DEG. FUSIBLE LINKS TO BE USED WITH ELECTRIC APPLIANCES ONLY. cl-11, r 1 10. 280 DEG. FUSIBLE LINKS TO BE USED ON ALL HIGH EFFICIENCY GAS FRYERS 0 E OF 100,000 BTU OR LESS, RER FULL VAT. E -f- 11 . 450 DEG. FUSIBLE LINKS TO BE USED ON ALL LOW EFFICIENCY GAS FRYERS CN 0 5 3/4" [146mm] OF OVER 100,000 BTU PER FULL VAT. u PIPING NOTES: CD (.0 6 3/4" [171mm] (10 1 . PIPE SHALL BE 3/8" SCHEDUL.E 40 BLACK IRON, CHROME PLATED OR CID STAINLESS STEEL. 7- CD 9 1 /2" [241 mm] < 2. PIPE ENDS SHALL BE REAMED AND BLOWN CLEAR OF CHIPS AND SCALE BEFORE ASSEMBLY. INSIDE OF PIPE AND FITTINGS MUST BE FREE OF OIL AND DIRT. 12 3/16" [310mm] 3. PIPING DIMENSIONS GIVEN ARE FROM CENTER TO CENTER OF FITTINGS, 0 -2i C) 4. FINAL NOZZLE LOCATION MAY 1\�OT VARY FROM LOCATION SHOWN. 0 22 1 /2" [572mm] PIPING NOTES: L-j 1 . CONDUIT RUNS ARE DIMENSIONIED CENTER TO CENTER OF CONDUIT, EXCEPT: SHEET NO: A) TO FACE(S) OF DETECTOR BRACKET(S) B 0 TOP SURFACE OF AUTOWAN C TO BACK OF MANUAL PULL PAN D TO SURFACE OF GAS VALVE BOX FRONT FLEVATION RIGHT END HOOD PENETRATION 2. CiD SHOWS LOCATION FOR PULLEY COVER SCREWS CD SHOWS BACKSIDE OF PULLEY ELBOW Vvc r"O A /-14 Avj- ITEM QTY PARTNAME TITLE MATERIAL 1 6 UH3401 -008 FILTER CLIP 16 BI 2 1 UH3401 .014 BRACKET,FASCIA MOUNTING 16 SS 2B 3 1 U H340 1 .016 RIGHT END HOOD 16 SS 4 1 UH3401 .017 LEFT END HOOD 16 SS E CD 5 1 UH3401 .019 INNER! PANEL,RIGHT,HOOD ENDS 16 SS 2B 16 11 /16 [423.86mm] 16 5/8 [422.28mm] 16 11 /16 [423.86mm] It cll� 6 1 UH3401 .020 INNER! PANEL,LEFT,HOOD ENDS 16 SS 2B Ln I 7 1 UH3401 .021 GREASE CUP BRACKET 18 SS 2B co 8 2 UH3401 .024 CHANNEL,END,FILTER SUPPORT 16 SS 213 9 2 UH3401 .025 Z CLIP SUPPORT 14 SAT ------------------------------------------------------------------------------------ 10 1 UH3401 -027 FILLER, L.H. GUTTER 16 SS 2B CD ------------------------------------------------------------------------------------ TER 11 1 UH3401 .028 FILLER, R.H. GUT 16 SS 2B -------------------- ---- -------------------------------- ------------------------- 0 0 1 12 1 UH5004.001 TOP,HlOOD 16 SS E E Q t E cN n 0 0 0 0 0 13 2 UH5004.002 FILLERHOOD TOP 16 SAT (DO (D 0 ------- 0 14 1 UH5004-003 BACK PANEL 16 SAT __j 4- E I �< C6 15 2 UI-15004.004 FILLER PANEL,BACK 18 SAT (D E E 0 3/8 0 16 1 UH5004-005 CHANNEL,STIFFENER 14 SAT 9.82mm] Lc� TYP. 17 1 UH5004.006 GREASE TROUGH 16 SS co 0 18 1 UH5004.007 ANGLE,GREASE TROUGH SUPPORT 16 SS 2B < Qo 0 0 0 0 4�� 0 0 19 1 UH5004.008 ANGLE,UPPER FILTER LOCATOR 16 SS 2B 00 E 20 1 UH5004.009 CHANNEL,FILTER RETAINER CLIP SUPPORT 16 SAT cll� E ------------------ ------------0-------------- --------------------- E C) 21 1 UH5004.01 0 CHANNEL,LOWER FLUE DEFLECTOR 16 BI 4- \ E Lr� 1 /4-20 X 1 /2 LG. 0 22 1 UH5004,011 CHANINEL,UPPER FLUE DEFLECTOR 16 131 CN WELD STUD 13/16 [20.64rnm] 3 3/4 [95.25mm] 0 23 1 UH5004.012 WALL CLIP 14 SAT CD 24 1 UH5004.013 RETAINER, GASKET 16 SAT P. 'ONO :�> 25 2 UH5004.014 SPACER,FILTER 16 SS 213 LL --t ----------------------- - ---------------------------------- ---------------------- 26 5 E-8-38- 11 PLUG "BUTTON,3/4" HOLE,CHM. PLT 27 16 F- 13-2 STUD,SS,CD FLNG., 1 /4-20 X 1 /2 28 2 F- 13-20-3 PIN,SPADE WELD,SS 14 1 /16 [357. 19 21 7/8 [555.62mm] 14 1 /16 [357. 19mm] 29 6 F- 14-2 PIN, COTTER 30 6 H- 14-8- 1 HANDILE,FILTER LOCKING 31 6 H-3- 11 SPRING, #LC043EF10-SS 50 [ 1270. 00mml 32 1 H-4- 18- 1 INSULATION, CEREBLANKET PLAN VIEW 33 1 H-4-24-4 GASKET,HI-TEMP,47 1 /4" LG. L I LL-J LJ < CD r I E 26 [660.40mm] E 00 co 50 [1270. 00mm] 16 15/16 [430.21 m u� 00 3 [76.20mm] >-:, Ln C=D -j- hi L----L------------------------------------------------------------------I---- ------------ C,/-) E (-/-� I I i CD E < E- n n n n n n LLJ r Lq - ------------------- ----------------- -------------------w- -N I I L.Li Q0 Lli r---1 '\'\ \ I E E E E CD CD CD Ld co - --------------------=-MR32-E---------------------- ----------------------�ts 0� F- r I CD L---L4 CD E co co LL- E E CD CD E E 0 < CD E LLJ .14- 0� cr_,� 0-) CD 00 0 (-n 100 1 CN 0- ICN I Ln CN r I E 00 E V) E E E E C-) E E CD E CD I N r-- -4- 00 17-j- 00 00 c::) CY) 00 CD CNIJ CD LLJ Ln ff') CD 0 0 0 0 0 0 r I 16 [406.40mm] E E E SHEET NO: co co FRONT VEW cl-I L.Li END VIEW 3v C�-, CD 14,35 50 [1270.00mm] E 1 3/8 [34.9 1 3/8 [34.93mm] E tK CD c� 15 15 HI. TEMP. CASKET E D ETA I L "A" E E v V V V v v v v v v v �_lx v v v x 00 E 00 E 0 CD 0 (.0 CD "d- E C-7) E Eh� < 1 [25.4mm] 0� CYID Qo 26 [660.40mm] Ln CD 9 1/2 [241 .30mm] 16 1/2 [419.10mm] PLAN SECTION HOOD FULLY N.T.S. WELD EXTERIOR 8 r203.20mm] 6 [152.40mml r----I r E I E 4 1/2 [114.29mm] E E rl- 0-) CD u—; 3 [76.20mml 12 00 Lo 14 21 23 L 0-� L11 50 [1269.87mml TACK WELD X/ L.Li cl-4 00 LL- < r q 7- 19 (.0 Ln CF) 0 L--j INI 16 11 /16 [423.74mm] 16 5/8 [422.28mm] 16 11 /16 [423.85mm] 29 30 0 E x 14 1 /16 [357.19mm] 21 7/8 [555.63mm] 14 1 /16 [357.19mm] TACK WELD x co 00 28 1 3/8 [34.93 2 1 3/8 [34.91 mm] N 1 N 8 x 3 2 U-) 4 x (-.D 10 E co 15 CD C-) cy) x (o 71*11 zfr— E 9 L---i E -i- u� n C TACK WELDI"� ZZ 0) fn TACK WELD L6 -i r--1 TACK WELD TACK WELD UA E E E SEE E E DETAIL "A" cz) x CD co CD 00 f-- 8 Lo cr) rl,) x INI 00 C6 C) 6 loo co Ln cli LLj L----1 18 Ln E CD 6 CD 0 x x 0 LL- 24 < LLJ x LL-j cn < 33 CD 0 U-) 16 E E E CI- CD 0 E 0 00 C) cl� ::�>: 0 Q0 0 cy) Ld 0 x 3�� u m ilf x 0 Lo E C-) c--) Lc 32 L'i 0 E 5 7/16 [13,8.12mml 3 [76.20mm] :::) on dl dd u� �7 LLJ 00 E n E L---j 16 [406.40mm] N SHEET NO: 06 FRONT SECTION N.T.S. CROSS SECT � ON N .T. S . ITEM QTY PARTNAME TITLE MATERIAL TO REG. RELEASE 1 1 UH3401 .034 BRACKET, AGENT LINE SUPPORT 16 SAT IN CHASE 17 2 1 UH5004,015 IANGLE, DETECTOR LINE SUPPO 16 SAT HOOD END ELEC GAS BILL OF MATERIALS ITEM QTY QTY PART NUMBER DESCRIPTION 18 22 15 3/4" [400mml---,— 3 3 3 A-12-418118 NOZZLE, 245 APPLIANCE, FRYER #418118 4 1 1 A-12-059 NOZZLE, 2W DUCT, #56928 DETECTION ISOMETRIC 0�� 9 1 /4" [235mm] 15 3/4" [400mm] 5 1 1 A-12-060 NOZZLE, 1N PLENUM, #56930 6 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 6 5/8)) LG. N .T. S . 7 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 5 1 /4" LG, 19 3 1 /2 [89mm]----- 9 1 /4" [235mm] 8 2 2 P-15-7 PIPE, B.I., 3/8" SCH 40 X 3 1 /2" LG. END 9 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 3 1 /4" LG. L-i 20 10 - - 3" [76mm] 16 11 2 2 P-15-111 ELBOW, B.I., 3/8" X 90 DEG. 12 4 4 P-15-213 TEE, B.I., 3/8" 20 13 2 2 R-10-1 PIPE, SS, 3/8" SCH 40 X 15 1/2" LG. < C--) 14 3 3 P-4-0 PIPE, SS, 3/8" SCH 40 X 1 " LG. HOOD END 16 1 15 6 6 P-4-8 ELBOW, SS, 3/8" X 90 DEG. 16 2 2 E-10-14 CONDUIT, 1 /2" EMT X 5 3/8" LG. 17 1 1 E-10-14 CONDUIT, 1 /2" EMT X 5 1 /2" LG. 21 TO 3.0 GAL. TANK 18 1 1 E- 10-14 CONDUIT, 1 /2" EMT X 21 /2 l-G. IN CHASE 12 TI E 19 1 1 E-10-14 CONDUIT, 1 /2" EMT X 4 1 /4" LG, CD 7 E 20 2 2 A-12-417369 BRACKET, SERIES #417369 12 26 22 00 21 1 1 A-1 BRACKET, TERMINAL #417368 8 NOZZLE TIP TO BE too 1 22 2 2 A-12-045 ELBOW, PULLEY #45771 25 4 LOCATED AT 75' PERIMETER :: -) 3 - A-12-022 FUSIBLE LINK, TYPE K 165'F, #415739 C) IN TRANSITION r4 C/-) 23 3 A-12-021 FUSIBLE LINK, TYPE K 2800F, #415741 3 A-12-024 FUSIBLE LINK, TYPE K 4507, #417743 (SEE NOTE 11 ) CL 14 5 6 24 1 1 R-10-1 PIPE, SS, 3/8" SCH 40 X 11 7/8" LG. 25 2 2 P-15-7 PIPE, B.I., 3/8" SCH 40 X 14 3/4" LG� 13 12 12 26 1 1 P-15-106 COUPLING, B.I., 3/8" 15 24 25 12 5/8" [321mml 12 5/8" [321 mm] OPTIONAL REMOTE PULL 'STATION NOTES: 14 THE FOLLOWING SPECIFICATIONS ARE FOR ADDITIONAL REMOTE PULL STATIONS WHERE 15 9 CODES APPLY: 3 11 12 3/8" [314mml 1 . WHEN PROVIDING INSTALLATION MATERIAL FOR EXTRA REMOTE PULL STATIONS USE L-1 ONLY 1 /2" EMT CONDUIT, COMPRESSION FITTINGS AND P/N 45771 PULLEY ELBOWS, 12 3/8 [314mm] 2. ALL EXISTING PULL STATIONS WILL REMAIN INSTALLED AND CONNECTED ON CHASE. 15 C-) (D PIPING ISOMETRIC m 14 3. RIGIDLY FASTEN ALL CONDUIT. WHEN BRACKETING IN THE ATTIC SPACE, REGARD LL-i 15 FUTURE SERVICE (BY OTHER TRADES) REQUIREMENTS. TAKE PRECAUTIONS THAT 3: 3 PREVENT THE CONDUIT FROM BEING SUBJECT TO DAMAGE. -:I-- LLJ 7E N .T. s . cl:� = CD 13 PLAN VI EW 4. ROUTE CONDUIT AS DIRECTLY AS POSSIBLE FROM THE OPTIONAL REMOTE PULL STATION 15 INTERNAL HOOD PENETRATION TO THE LOCATION (IN CHASEWAY) NOTED ON DRAWING R02-398 FOR EACH STATION. 3 PLACES 5. CONDUIT IS TO BE ROUTED THROUGH THE EQUIPMENT TO THE AUTOMAN PER THE 15 DETAILS ON THIS SHEET AND DRAWINGS R02-96 AND R02-398. 3 GENERAL NOTES: 1 . THIS INSTALLATION IS TO BE MADE IN ACCORDANCE WITH THE R- 102 INSTALLATION 26 [660mm] 22 1 /2" [571 r----1 3 1 /2" [89mm] DETECTOR LINE MANUAL AND IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. CD E :5 n- E E E E E 2. ALL PIPE LENGTHS TO BE FIELD VERIFIED. CD F- �o cl-� E r----I Izzi- E 10" [254mm] Lo -.zf 1 " [25mm] AGENT LINE 100 -:1- - - .�i 1001 3. THESE DRAWINGS MAY BE USED TO SECURE APPROVAL AUTHORITY HAVING JURISDICTION. u� ::D Lo E I :z <��c 2 co 4. IT IS NECESSARY THAT ALL PIPE FITTINGS AND NOZZLES BE WRENCH TIGHTENED AND CN co Q0 QD Ln co SECURELY SUPPORTED AND THAT ALL NOZZLES ARE PROPERLY AIMED AS INDICATED Lo i-n IN THE R- 102 INSTALLATIONI MANUAL. z 5. THE WIRE ROPE FOR THE DETECTOR AND REMOTE PULL STATION AND MECHANICAL GAS VALVE IS TO BE INSTALLED BY AN AUTHORIZED AND FACTORY TRAINED DISTRIBUTOR OR SERVICE REPRESENTATIVE. LCL± G- 0 6. THIS INSTALLATION IS TO BE INSPECTED, PUT INTO OPERATION AND CERTIFIED BY AN AUTHORIZED AND FACTORY TRAINED DISTIBUTOR OR SERVICE REPRESENTATIVE. 7. ELECTRICAL CONTACTS AND WIRING FOR APPLIANCE SHUT OFF TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CD 8. PIPING AND CONDUIT HOOD PENETRATIONS TO BE WELDED. LLJ 9. 165 DEG. FUSIBLE LINKS TO BE USED WITH ELECTRIC APPLIANCES ONLY. 10. 280 DEG. FUSIBLE LINKS TO BE USED ON ALL HIGH EFFICIENCY GAS FRYERS OF 100,000 BTU OR LESS:, PER FULL VAT. E C) E 11 . 450 DEG. FUSIBLE LINKS 70 BE USED ON ALL LOW EFFICIENCY GAS FRYERS OF OVER 100,000 BTU PER FULL VAT. 5 3/4" [146m L0 PIPING NOTES: C/) L CD 6 3/4" [171m co 1 . PIPE SHALL BE 3/8" SCHEDULE 40 BLACK IRON, CHROME PLATED OR L STAINLESS STEEL. 9 1 /2" [241 m 2. PIPE ENDS SHALL BE REAMED AND BLOWN CLEAR OF CHIPS AND SCALE BEFORE ASSEMBLY. INSIDE OF PIPE AND FITTINGS MUST BE FREE OF OIL AND DIRT. 3. PIPING DIMENSIONS GIVEN A�RE FROM CENTER TO CENTER OF FITTINGS. 12 3/16" [310m 4. FINAL NOZZLE LOCATION MAY NOT VARY FROM LOCATION SHOWN. -0- 22 1 /2" [572mm] PIPING NOTES: Fp 1 . CONDUIT RUNS ARE DIMENSIIONED CENTER TO CENTER OF CONDUIT, EXCEPT: SHEET NO: H A) TO FACE(S) OF DETECTOR BRACKET(S) B 0 TOP SURFACE OF AU'TOMAN C TO BACK OF MANUAL PUJLL PAN D TO SURFACE OF GAS VALVE BOX LL] cl� 0 HOOD PENETRATION LEFT END FRONT ELEVATION 2. C:�) SHOWS LOCATION FOR PULLEY COVER SCREWS 3vo e=I—Cl InIA/0 MA 11 1 r\j C:l nnIA/ ITEM QTY PARTNAME TITLE MATERIAL TO REG. RELEASE 1 1 UH3401 .034 BRACKET, AGENT LINE SUPPORT 16 SAT 17 IN CHASE — 2 1 UH5004-015 ANGLE, DETECTOR LINE SUPPO 716 SAT ELEC GAS BILL OF MATERIALS ... 50" [1270mm] HOOD END ITEM QTY QTY PART NUMBER DESCRIPTION 15 3/4 [400mm] 22 15 3 3 3 A-1 2-418118 NOZZLE, 245 APPL.IANCE, FRYER #418118 4 1 1 A-12-059 NOZZLE, 2W DUCT, #56928 DETECTION ISOMETRIC 5 1 1 A-12-060 NOZZLE, 1N PLENUM, #56930 15 3/4 [400mm] 9 1 /4" [235mm] 6 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 6 5/8" LG. 19 N .T. S . 7 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 5 1 /4" LG- - 8 2 2 P-15-7 PIPE, B.I., 3/8" SCH 40 X 3 1 /2" LG. 9 1 /4)) [235mm] -.4- 3 1 /2" [89mm] 20 9 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 3 1/4" LG. L-i :E� 10 3" [76mm] 11 2 2 P-15-111 ELBOW, B.I., 3/8" X 90 DEG. 16 s 12 4 4 P-15-213 TEE, B.I., 3/8" 20 13 2 2 R-10-1 PIPE, SS, 3/8" SCH 40 X 15 1 /2" LG. Q-) 14 3 3 [P-4-0 PIPE, SS, 3/8" SCH 40 X 1 " LG- 16 HOOD END 15 1 6 6 IP-4-8 ELBOW, SS, 3/8" X 90 DEG. 16 2 2 E--10-14 CONDUIT, 1/2" EMT X 5 3/8" LG. 17 1 1 E--10-14 CONDUIT, 1 /2" EMT X 5 1 /2)) LG. -< C) 21 TO 3.0 GAL. TANK 18 1 1 E--10-14 CONDUIT, 1/2" EMT X 2 1/2$1 LG, 12 (--o 19 1 1 E-10-14 CONDUIT, 1 /2" EMT X 4 1 /4" LG. C-) E 7 20 2 2 A-12-417369 BRACKET, SERIES #417369 00 21 1 1 A-1 2-417368 BRACKET, TERMINAL #417368 NI) 26 12 foo I NOZZLE TIP TO BE 22 2 2 A-12-045 ELBOW, PULLEY #45771 I LOCATED AT 75* PERIMETER 4 25 3 - A-12-022 FUSIBLE LINK, TYPE K 1656F, #415739 t10 U-) IN TRANSITION 23 - 3 A-12-021 FUSIBLE LINK, TYPE K 2800F, #415741 - F, #417743 (SEE NOTE r 3 A- 12-024 FUSIBLE LINK, TYPE K 450 LLJ El- EL 6 14 24 1 1 R-10-1 PIPE, SS, 3/8" SCH 40 X 11 7/8" LG. 25 2 2 P-15-7 PIPE, B.I., 3/8" SCH 40 X 14 3/4" LG, 12 12 13 ---26 1 1 P-15-106 COUPLING, B.I., 3/8 25 OPTIONAL REMOTE PULL STATION NOTES: 12 5/8" [321M.M] 12 5/8" [321mml 24 14 15 THE FOLLOWING SPECIFICATIONS ARE FOR ADDITIONAL REMOTE PULL STATIONS WHERE 15 CODES APPLY: 12 3/8" [314mml 3 9 1 . WHEN PROVIDING INSTALLATION MATERIAL FOR EXTRA REMOTE PULL STATIONS USE ONLY 1 /2" EMT CONDUIT, COMPRESSION FITTINGS AND P/N 45771 PULLEY ELBOWS. 12 3/8" [314mm]-----,,- 2. ALL EXISTING PULL STATIONS WILL REMAIN INSTALLED AND CONNECTED ON CHASE, 15 0--) C-) PIPING ISOMETRIC Co 14 3. RIGIDLY FASTEN ALL CONDUIT. WHEN BRACKETING IN THE ATTIC SPACE, REGARD LLJ L.Li 15 3 FUTURE SERVICE (BY OTHER TRADES) REQUIREMENTS. TAKE PRECAUTIONS THAT --D 3;: PREVENT THE CONDUIT FROM BEING SUBJECT TO DAMAGE, CD < LL-1 N .T. S . C) P LAN VI EW 13 4. ROUTE CONDUIT AS DIRECTILY AS POSSIBLE FROM THE OPTIONAL REMOTE PULL STATION INTERNAL HOOD PENETRATION 15 TO THE LOCATION (IN CHASEWAY) NOTED ON DRAWING R02-398 FOR EACH STATION. 3 PLACES 5. CONDUIT IS TO BE ROUTED THROUGH THE EQUIPMENT TO THE AUTOMAN PER THE 15 DETAILS ON THIS SHEET AND DRAWINGS R02-96 AND R02-398. 3 GENERAL NOTES: 1 . THIS INSTALLATION IS TO BE MADE IN ACCORDANCE WITH THE R- 102 INSTALLATION MANUAL AND IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. 3 1 /2" [89mm] DETECTOR LINE 22 1 /2" [571 m 26" [660-nml E E 2. ALL PIPE LENGTHS TO BE FIELD VERIFIED. L CD E E Lf--) E: ff-) E 3. THESE DRAWINGS MAY BE USED TO SECURE APPROVAL AUTHORITY HAVING JURISDICTION. 1 [25mm] AGENT LINE 't. 10" [254mm] E Izzi- C/� 10011 -4 1001 E C/'� ILO 1 4. IT IS NECESSARY THAT ALL PIPE FITTINGS AND NOZZLES BE WRENCH TIGHTENED AND co 2 E < col ;z co 014 SECURELY SUPPORTED AND THAT ALL NOZZLES ARE PROPERLY AIMED AS INDICATED 00 Ln IN THE R- 102 INSTALLATION MANUAL. L I Ln 5. THE WIRE ROPE FOR THE DETECTOR AND REMOTE PULL STATION AND MECHANICAL cl\j Q0 GAS VALVE IS TO BE INSTALLED BY AN AUTHORIZED AND FACTORY TRAINED If DISTRIBUTOR OR SERVICE REPRESENTATIVE. L -I- 0 6. THIS INSTALLATION IS TO BE INSPECTED, PUT INTO OPERATION AND CERTIFIED BY AN k 0 0 AUTHORIZED AND FACTORY TRAINED DISTIBUTOR OR SERVICE REPRESENTATIVE, 7. ELECTRICAL CONTACTS AND WIRING FOR APPLIANCE SHUT OFF TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 8. PIPING AND CONDUIT HOOD PENETRATIONS TO BE WELDED. <� U-i L 9. 165 DEG. FUSIBLE LINKS TO BE USED WITH ELECTRIC APPLIANCES ONLY. U-i 10. 280 DEG. FUSIBLE LINKS TO BE USED ON ALL HIGH EFFICIENCY GAS FRYERS OF 100,000 BTU OR LESS, PER FULL VAT. I E 11 . 450 DEC. FUSIBLE LINKS TO BE USED ON ALL LOW EFFICIENCY GAS FRYERS E OF OVER 100,000 BTU PER FULL VAT. Ln 5 3/4" [146mr-n] PIPING NOTES: CD CD 1 . PIPE SHALL BE 3/8" SCHEDULE 40 BLACK IRON, CHROME PLATED OR co (2) 6 3/4" [171mm] STAINLESS STEEL. CD 2. PIPE ENDS SHALL BE REAWED AND BLOWN CLEAR OF CHIPS AND SCALE BEFORE U-) 9 1 /2" [241mm] ASSEMBLY. INSIDE OF PIPE AND FITTINGS MUST BE FREE OF OIL AND DIRT, 6� C 3. PIPING DIMENSIONS GIVEN ARE FROM CENTER TO CENTER OF FITTINGS. LLJ :2 6 12 3/16" [310mm] 4. FINAL NOZZLE LOCATION MAY NOT VARY FROM LOCATION SHOWN. 0 do 221 2 572mm] PIPING NOTES: 1 . CONDUIT RUNS ARE DIMENSIONED CENTER TO CENTER OF CONDUIT, EXCEPT: SHEET NO: A) TO FACE(S) OF DETECTOR BRACKET(S) B 0 TOP SURFACE OF AUTOMAN C TO BACK OF MANUAL PULL PAN D TO SURFACE OF GAS VALVE BOX U-j v .-1 FRONT ELEVATION RIGHT END HOOD PENETRAT01\1 2. C�) SHOWS LOCATION FOR PULLEY COVER SCREWS C) SHOWS BACKSIDE OF PULLEY ELBOW ITEM QTY PARTNAME TITLE MATERIAL r E I 1 8 UH3401 ,008 FILTER CLIP 16 BI E 2 1 UH3401 .01 4 BRACKET,FASCIA MOUNTING 16 SS 2B CD 33 9/16 [852.49mm] 16 5/8 [422.28mm] 33 9/16 [852.49mm] 3 1 UH3401 .01 6 RIGHT' END HOOD 16 SS 4 1- UH3401 .017 LEFT END HOOD 16 SS 5 1 UH3401 .019 INNER! PAN EL,RIGHT,HOOD ENDS 16 SS 2B Qo 6 1 UH3401 -020 INNER! PANEL,LEFT,HOOD ENDS 16 SS 2B it 7 1 UH3401 .021 GREASE CUP BRACKET 18 SS 2B ----------------------------------------------------------------------------------------------------------------------------------------- 8 2 UH3401 .024 CHANNEL,END,FILTER SUPPORT 16 SS 2B ----------------------------------------------------------------------------------------------------------------------------------------- E ------------------------------------------------ --------------------------------- --- ------------------------------------------------- 9 2 UH3401 -025 Z CLIP SUPPORT 14 SAT r--1 E 0 0 10 1 UH3401 .027 FILLER, L.H. GUTTER 16 SS 2B E C-) N 0 0 0 0 0 E Qo 11 1 UH3401 -028 FILLER, R.H. GUTTER 16 SS 2B CD 0 0 11 12 3 UH5905.01 4 SPACER,FILTER 16 SS 2B Qo E F-1 CD E 13 1 UH831 0.001 TOP,HIOOD 16 SS 00 E 0 0 E 3/8 [9.52mml Ln CL 14 2 UH8310.002 FILLERHOOD TOP 16 SAT CD TYP. 15 1 UH8310.003 BACK PANEL 16 SAT cf) CD 2� —0 00 0 1 Qo 16 2 UH831 0.004 FILLER PANEL,BACK 18 SAT co — 0 0 0 0 to 0 1 0 o 17 1 UH831 0.005 CHAN NEL,STIFFEN ER 14 SAT Qo .. --------------------------------------------- E ----4/---c- ------------0------------- 4------ ------------------------------------------- E 18 1 UH8310-006 GREASE TROUGH 16 Ss E 19 1 UH8310.007 ANGLE,GREASE TROUGH SUPPORT 16 SS 28 CD Lci N N 20 1 UH8310.008 ANGLE,UPPER FILTER LOCATOR 16 SS 2B 1/4-20 X 1/2" LG. WELD STUDS r-i CD 21 1 UH831 0.009 CHANNEL,FILTER RETAINER CLIP SUPPORT 16 SAT 13/16 [20.64mm] 3 3/4 [95.25mm] IN TYP. 001 22 1 UH831 0.010 CHANNEL,LOWER FLUE DEFLECTOR 16 BI 23 1 UH831 0.011 CHANNEL,UPPER FLUE DEFLECTOR 16 BI C) 24 1 UH8310-012 WALL CLIP 14 SAT 25 1 UH8310.013 RETAINER, GASKET 16 SAT 26 5 E-8-38- 11 PLUG BUTTON,3/4" HOLE,CHM. PLT 83 3/4 [2127.25mm] 27 16 F- 13-2 STUD, SS,CD FLNG.,1 /4-20 X 1 /2 28 3 F- 13-20-3 PIN,SPADE WELD,SS 29 8 F- 14-2 PIN, COTTER 30 8 H- 14-8- 1 HANDLE,FILTER LOCKING PLAN VIEW 31 8 H-3- 11 SPRINIG, #LC043EF1 O-SS 32 1 H- - 18- 1 INSULATION, CEREBLANKET N,T.S. 33 1 H-4-24-4 GASKET,HI-TEM P,8 1 " LG. (7� n-, lf, LL-i E LLJ E 26 [660.40mm] CD ch� 00 co 83 3/4 [2127.25mm] 3 [76.20mm] 00 Lo CD L--------------------------------------------------- ----------------------------L----------------------------------------------------i ------------- E' E F--- I E E LLJ n n n n n LLJ L-L] Lq ------------------ -------------------w---- -------------JL--- I 7-4 --F-�--- ------------------ Ln it it 11 11 it 0 (-D I -A C:) L LLJ 00 E E E E Ld CD CD -J Qo C\j --:L------------------------------�!-Mw V= ------------------ -------- --------------------------- ----------------------------- c� CD CD -4 CD E E E E N E- CN CD E CD -4- c� 0-) CD 00 C) 00 N < LLJ Ln — - - — - - — - - — - - Lo co E E E E E E E E E (D CD CNA 00 00 cq c-q CY) cn 00 r- r- N N N CD Qo N Ln c7) 0 0 0 0 0 0 0 0 .. ........... 0 LLJ --7; 0 E 16 [406.40mm] E E E FRONT VIEW CD CD LLJ N.T.S. co 00 SHEET NO: END VEW 0 N.T.S. n- C) c 83 3/4 [2127.25mm] E 1 3/8 [34.91mm] E 1 3/8 [34.93mm] 0 c� E E- Q0 E E DETAIL "A " 16 16 -fz4- 11 00 Q, (S HI. TEMP. GASKET L--- CC) cy) L V \x/ v V Y-..\l \A/- V V v v -ij , E C) E 0 0 LLJ CD 1 [25.4mm] co E E 26 [660.40mm] 00 110 L/ ;71 CD 9 1/2 [241 .30mm] 16 1/2 [419.10mm] C) W. do HOOD FULLY PLAN SECTION WELD EXTERIOR 8 [203.20mm] 6 [152.40mm] N.T.S. r E-1 E 4 1/2 [114.29mm] E 3 [76.20mm] 13 00 I--, m Lo 15 22 24 N L�-) F:m Li-i 83 3/4 [2127. 12mm] TACK WELD FE E L.Li (_q c)o iE N 00 -j c::) < 20 co Ln C) C T- N C) 33 9/16 [852.37mm] 16 5/8 [422.28mm] 33 9/16 [852.48mm] 29 30 x i I L----i E -41 E x 14 TACK WELD 00 1 3/8 [34.93mm] 2 1 3/8 '34.91mm] Zt L 00 C"i 28 14 L---1 1 CD (:3 N 12 C) -= 4 8 E C) 18 E 0 10 16 (o OC) 0� _c: �TACK VNELD TACK WELD,""'�' 9 E x E TACK WELD TACK WELD X U-) r----I CD Ld E Zt E 7 SEE E C)o U-) E E (D CD E DETAIL "A' C) 00 co co ro CD E 5 00 C6 (D lool Ln Q0 C"i 19 Lo Q0 X (D 6 x A < r----1 25 LILJI x 33 (��/ < 0 0 17 r---n E n E C-� E- E m CD 0 E E CD 00 0) CD E 4 --�i x 0 CD 0 0 M �r) �: —j u ,cN x LLJ 0 m o x U 7— Lo CD CD CD 0 0 0 0 cc 0 E CD FRONT SECTION co 5 7/16 [138.12m 3 [76.20�� E CD N.T.S. 06 SHEET N 0: 16 [406.40mm] CROSS SECT � ON N .T. S . C) ITEM QTY PARTNAME TITLE MATERIAL N 419 1 1 UH3401 .034 BRACKET, AGENT LINE SUPPORT 16 SAT 22 2 1 1 UH6507,01 5 JAN-GLE, DETECTOR LINE SUPPO 16 SAT T REG. EAqI? ELEC GAS BILL OF MATERIALS I C ITEM QTY QTY PART NUMBER DESCRIPTION CHE 3 2 2 A-112-418121 NOZZ.LE, 2120 APPLIANCE, GRILL #418121 D E 23 9 3/8" [238mml 32 1/2" [826mm] 32 1/2" [826mm] 9 3/8" [238mm] 4 1 1 A-12-059 NOZZLE, 2W DUCT, #56928 22 3 1/2" [89mm] 5 1 1 A-12-060 NOZZLE, 1 N PLENUM, #56930 21 6 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 6 5/8" LG. 23 3$j [7 7 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 5 3/8" LG. 8 2 2 P-15-7 PIPE, B.I., 3/8" SCH 40 X 3 1/2" I-G. DETECTION ISOMETRIC 9 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 3 1 /4" LG. 10 - - - CD N .T.S. 24 11 2 2 P-15-7 PIPE, B.I., 3/8" SCH 40 X 31 1 /2" 12 3 3 P-15-1 11 ELBOW, B.I., 3/8" X 90 DEG. LLi 13 3 3 P-15-213 TEE, B.I., 3/8" < 0/21 14 E 15 2 2 R-10-1 PIPE, SS, 3/8" SCH 40 X 15 1 /2" LG. U-) --L J- E 00 16 2 PIPE, SS, 3/8" SCH 40 X 8" LG. CT� r) 2 R-10-1 LL-1 co L---1 17 2 2 R-10-1 PIPE, SS, 3/8" SCH 40 X 4" LG. HOOD END 2 ro 18 6 6 IIP-4-8 ELBOW, SS, 3/8" X 90 DEG. (7� 19 1 1 E'�-10-14 CONDUIT, 1 /2" EMT X 5 1 /2" LG. 13 20 1 1 E'-10-14 CONDUIT, 1 /2" EMT X 2 1 2' LG. 7 21 3 3 E'-10-14 CONDUIT, 1 /2" EMT X 13 3/8" LG. T 0 L IN 26 NOZZLE TIP TO BE LOCATED 22 2 2 A-12-045 ELBOW, PULLEY #45771 MECHANICA CH 13 AT 75* PERIMETER IN TRANSITION 23 2 2 A-112-417369 BRACKET, SERIES #417369 4 3/4" [19mm] 3/4" [19mm] 24 1 1 A-112-417368 BRACKET, TERMINAL #417368 17 18 1 25 3 3 A-12-023 FUSIBLE LINK, TYPE K 3600F, #415742 L-Li 12 13 5 -0-2.1 ...3/4 [552mml .__ 20 1/8" [511mm] 1 _ 21 3/4" [552mm] _ 26 1 1 1 P-15-106 COUPLING, B.I., 3/8" 18 11 6 12 0- - 20 1/8" [511mm] 9 12 83 3/4" [2127mm] 18 18 15 PLAN VIEW 16 INTERNAL HOOlD PENETRATION OPTIONAL REMOTE PULL STATION NOTES: PIPING ISOMETRIC THE FOLLOWING SPECIFICATIONS ARE FOR ADDITIONAL REMOTE PULL STATIONS WHERE CODES APPLY: LL 18 Lj D N .T.S. 1 . WHEN PROVIDING INSTALLATION IMATERIAL FOR EXTRA REMOTE PULL STATIONS USE C-C-D < LL] 17 < 0 (D 3 18 ONLY 1/2" EMT CONDUIT, COMPRESSION FITTINGS AND P/N 45771 PULLEY ELBOWS, C-) 2. ALL EXISTING PULL STATIONS WIlLL REMAIN INSTALLED AND CONNECTED ON CHASE. 3. RIGIDLY FASTEN ALL CONDUIT. WHEN BRACKETING IN THE ATTIC SPACE, REGARD FUTURE SERVICE (BY OTHER TRADES) REQUIREMENTS. TAKE PRECAUTIONS THAT PREVENT THE CONDUIT FROM BEING SUBJECT TO DAMAGE. 4. ROUTE CONDUIT AS DIRECTLY AS POSSIBLE FROM THE OPTIONAL REMOTE PULL STATION TO THE LOCATION (IN CHASEWAY) NOTED ON DRAWING R02-398 FOR EACH STATION. 5. CONDUIT IS TO BE ROUTED THROUGH THE EQUIPMENT TO THE AUTOMAN PER THE DETAILS ON THIS SHEET AND DRAWINGS R02-96 AND R02-398. C�D m GENERAL NOTES: L-i I I 1 . THIS INSTALLATION IS TO BE MADE IN ACCORDANCE WITH THE R-102 INSTALLATION 26" [660mm] 22 1/2 [571 mml 3 1/2" [89mm] DETECTOR LINE MANUAL AND IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. E E E E E E 2, ALL PIPE LENGTHS TO BE FIELD VERIFIED. < E E cll� E F E 22 1/ "cl- Ln .91- 1 [2 c��j 00 -d- 2" [571 ma] 10" [254mml 5mm] AGENT LINE 3. THESE DRAWINGS MAY BE USED TO SECURE APPROVAL AUTHORITY HAVING JURISDICTION. 00 00 r- E Lo E L---i co 4. IT IS NECESSARY THAT ALL PIPE FITTINGS AND NOZZLES BE WRENCH TIGHTENED AND cl-� QD co U-) - 00 SECURELY SUPPORTED AND THAT ALL NOZZLES ARE PROPERLY AIMED AS INDICATED Ln 1 2 Ln Ln IN THE R-102 INSTALLATION MANUAL. co ro C14 (o 5. THE WIRE ROPE FOR THE DETECTOR AND REMOTE PULL STATION AND MECHANICAL GAS VALVE IS TO BE INSTALLED BY AN AUTHORIZED AND FACTORY TRAINED 0- 6. THIS INSTALLATION IS TO BE INSPECTED, PUT INTO OPERATION AND CERTIFIED BY AN C) AUTHORIZED AND FACTORY TRAINED DISTIBUTOR OR SERVICE REPRESENTATIVE, L-j- 7. ELECTRICAL CONTACTS AND WIRING FOR APPLIANCE SHUT OFF TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 8. PIPING AND CONDUIT HOOD PENETRATIONS TO BE WELDED. 9. 360 DEG. FUSIBLE LINKS TO BE USED WITH ELECTRIC OR GAS. PIPING NOTES: 1 1 . PIPE SHALL BE 3/8" SCHEDULE 40 BLACK IRON, CHROME PLATED OR C) E STAINLESS STEEL. cll� 5 3/4" [146mm] Ln 2. PIPE ENDS SHALL BE REAMED AND BLOWN CLEAR OF CHIPS AND SCALE BEFORE ASSEMBLY. INSIDE OF PIPE AND) FITTINGS MUST BE FREE OF OIL AND DIRT. C) 6 3/4" [171mm] Q0 3. PIPING DIMENSIONS GIVEN ARE FROM CENTER TO CENTER OF FITTINGS. CD 4. FINAL NOZZLE LOCATION MAY NlOT VARY FROM LOCATION SHOWN. 9 1/2" [241 ) PIPING NOTES: C(D 1 . CONDUIT RUNS ARE DIMENSIONED CENTER TO CENTER OF CONDUIT,EXCEPT: 12 3/16" [310mml A) TO FACE(S) OF DETECTOR BIRACKET(S) B TO TOP SURFACE OF AUTOMAN J 0 BACK OF MANUAL PULL PAN u� =D LL-j 2. (:�:) SHOWS LOCATION FOR PULLEY COVER SCREWS 33" [838mm] D TO SURFACE OF GAS VALVE BOX CD SHOWS BACKSIDE OF PULLEY ELBOW SHEET NO: HOOD PENETRATON LEFT END FRONT ELEVAflON 4345 iMar�-�Lo- ITEM QTY PARTNAME TITLE MATERIAL C9 1 1 UH3401 .034 BRACKET, AGENT LINE SUPPORT 16 SAT 22 2 1 UH6507.01 5 ANGLE, DETECTOR LINE SUPPO 16 SAT ELEC GAS BILL OF MATERIALS TO REG. RELEASE C ITEM QTY QTY PART NUMBER DESCRIPTION 9 3/8" [238mm] 32 1/2" [826mm] 32 112" [826mml 9 3/8" [238mml IN CHASE 0 0 3 2 2 A-12-418121 NOZZLE, 2120 APPLIANCE, GRILL #418121 3 1/2" [89mm] 23 HOOD END 4 1 1 A-12-059 NOZZLE, 2W DUCT, #56928 22 5 1 1 A-12-060 NOZZLE, IIN PLENUM, #56930 3" [76mm] 21 6 1 1 P-115-7 PIPE, B.I., 3/8" SCH 40 X 6 5/8" LG. D 7 1 1 P- 15-7 PIPE, B.I., 3/8" SCH 40 X 5 3/8" LG. 23 8 2 2 P-15-7 PIPE, B.I., 3/8" SCH 40 X 3 1/2" LG. 9 1 1 P-15-7 PIPE, B.I., 3/8" SCH 40 X 3 1/4" LG. 21 10 - - - DETECTION ISOMETRIC 11 2 2 P-15-7 PIPE, B.I., 3/8" SCH 40X 31 1/2" 24 12 3 3 P-15-111 ELBOW, B.I., 3/8)) X 90 DEG. 13 3 3 P-15-213 TEE, B.I., 3/8" N .T.S . E 14 00 21 15 2 2 R- 10-1 PIPE, SS, 3/8" SCH 40 X 15 1/2" LG. ro loo 16 2 2 R- 10- 1 PIPE, SS, 3/8" SCH 40 X 8" LG. 17 2 2 R- 10-1 PIPE, SS, 3/8" SCH 40 X 4" LG. C) 1+ 18 6 6 P-4-8 ELBOW, SS, 3/8" X 90 DEG. HOOD END 19 1 1 E-1 0-14 CONDUIT, 1/2" EMT X 5 1 /2" LG. 20 1 1 E-10-14 CONDUIT, 1 /2" EMT X 2 1 /2" LG. 13 21 3 3 E-1 0-14 CONDUIT, 1 /2" EMT X 13 3/8" LG. 22 2 2 A-12-045 ELBOW, PULLEY #45771 7 23 2 2 A-12-417369 BRACKET, SERIES #417369 0 L/4" [19 3/4" [19mm] NOZZLE TIP TO BE LOCATED 26 *--�TO3�.OGA�LONS�IN C/� AT 75* PERIMETER IN TRANSITION 13 MECHANICAL CHASE 24 1 1 A-12-417368 BRACKET, TERMINAL #417368 :�> 4 25 3 3 A-1 2-023---. . FUSIBLE LINK, TYPE K 3607, #415742 L-1 21 3/4 [552mM] 20 1/8" [511mm] 21 3/4 [552m 8 CIL, .04 11 26 P-1 5-106 --rCOUPLING, B.I., 3/8" 13 1 12 16 18 17 20 1/8" [511mm] -�e D 0, 2i 83 3/4" [2127mm] 12 6 U-) 12 15 P LAN VI EW 15 18 18 OPTIONAL REMOTE, PULL STATION NOTES: Ln M INTERNAL HOOD PENETRATION THE FOLLOWING SPECIFICATIONS ARE FOR ADDITIONAL REMOTE PULL STATIONS WHERE . . CODES APPLY: -7- 16 - LLJ L:j :27 1 . WHEN PROVIDING INSTALLATION MATERIAL FOR EXTRA REMOTE PULL STATIONS USE L.Lj :2 PIPING ISOMETRIC ONLY 1/2" EMT CONDUIT, COMPRESSION FITTINGS AND P/N 45771 PULLEY ELBOWS. CD 18 N .T.S . 2. ALL EXISTING PULL STATIONS WILL REMAIN INSTALLED AND CONNECTED ON CHASE. 17 FUTURE SERVICE (BY OTHER TRADES) REQUIREMENTS. TAKE PRECAUTIONS THAT 3. RIGIDLY FASTEN ALL CONDUIT. WHEN BRACKETING IN THE ATTIC SPACE, REGARD 18 PREVENT THE CONDUIT FROM BEING SUBJECT TO DAMAGE. 4. ROUTE CONDUIT AS DIRECTLY AS POSSIBLE FROM THE OPTIONAL REMOTE PULL STATION TO THE LOCATION (IN CHASEWAY) NOTED ON DRAWING R02-398 FOR EACH STATION. 5. CONDUIT IS TO BE ROUTED THROUGH THE EQUIPMENT TO THE AUTOMAN PER THE DETAILS ON THIS SHEET AND DRAWINGS R02-96 AND R02-398. cl- m n GENERAL NOTES: ::�E L-Li 00 C:L 3 1/2" [89mm] DETECTOR LINE F E 1 22 1/2" [571 m 26 [660mm] 1 . THIS INSTALLATION IS TO BE, MADE IN ACCORDANCE WITH THE R-102 INSTALLATION u� E E MANUAL AND IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. E E E E E E E E E to ;I E 2. ALL PIPE LENGTHS TO BE FIELD VERIFIED. 1 " [25mm] AGENT LINIE -t U-) 10" [254mm] -4- 22 1 /2 [571 mm] E -I:f- r---1 rl- 00 00 -t- 00 Ln E 3. THESE DRAWINGS ��AY BE USED TO SECURE APPROVAL AUTHORITY HAVING JURISDICTION. L----i 2 E (.0 co (.0 CN 00 Ln 4. IT IS NECESSARY THAT ALL PIPE FITTINGS AND NOZZLES BE WRENCH TIGHTENED AND �-1 1�1 LLJ Lo Ln 2 U-) SECURELY SUPPOR!TED AND THAT ALL NOZZLES ARE PROPERLY AIMED AS INDICATED co NO C"4 ro co IN THE R-102 INSTALLATION MANUAL. 5. THE WIRE ROPE FOR THE DETECTOR AND REMOTE PULL STATION AND MECHANICAL GAS VALVE IS TO BE INSTALLED BY AN AUTHORIZED AND FACTORY TRAINED DISTRIBUTOR OR SERVICE REPRESENTATIVE, C) C', 6. THIS INSTALLATION IS TO BE INSPECTED, PUT INTO OPERATION AND CERTIFIED BY AN - 0 AUTHORIZED AND FACTORY TRAINED DISTIBUTOR OR SERVICE REPRESENTATIVE. 7. ELECTRICAL CONTACTS AND WIRING FOR APPLIANCE SHUT OFF TO BE PROVIDED LLJ 1� BY THE ELECTRICAL CONTRACTOR. I= L 8. PIPING AND CONDIUIT HOOD PENETRATIONS TO BE WELDED. C) 9. 360 DEG. FUSIBLE' LINKS TO BE USED WITH ELECTRIC OR GAS. 12-� PIPING NOTES: E E 1 . PIPE SHALL BE 3/8" SCHEDULE 40 BLACK IRON, CHROME PLATED OR CN STAINLESS STEEL. 5 3/4" [146mm] 2. PIPE ENDS SHALL BE REAMED AND BLOWN CLEAR OF CHIPS AND SCALE BEFORE ASSEMBLY. INSIDE OF PIPE AND FITTINGS MUST BE FREE OF OIL AND DIRT. Qo 6 3/4" [171mm] 3. PIPING DIMENSIONS GIVEN ARE FROM CENTER TO CENTER OF FITTINGS. 4. FINAL NOZZLE LOC,.,ATION MAY NOT VARY FROM LOCATION SHOWN, 00 L 9 1/2" [241mm] PIPING NOTES:- 0 L-D LL-i 12 3/16" [310mm] 1 . CONDUIT RUNS ARE DIMENSIONED CENTER TO CENTER OF CONDUIT, EXCEPT: IF-�El A) TO FACE(S) OF DETECTOR BRACKET(S) C/-� B TO TOP SURFACE 01 AUTOMAN LLJ 33" [838.20 1 C TO BACK OF WANUAL PULL PAN D TO SURFACE C)F GAS VALVE BOX SHEET NO: T 2. Ci) SHOWS LOCATION FOR PULLEY COVER SCREWS CD SHOWS BACKSIDE OF PULLEY ELBOW FRONT ELEVATION RIGHT END HOOD PENETRATION G (i r emv 4-ss A-��cxfvt-L � -. 1 .. . .. _.. . . . .. .-.-.�.�-----..--.�.,�"--,.--.---...-.. .. . .. �l,"-"-.,�-,--...��,.--..�.�'ll'...,.,-.----,-_._.___.'......1.1-1-,-----�--.-.-,.�.,---�--�-----.-�-�.�--------- - . . - .... ..._.._.___1_.. - . . ___ __.________ ._______.... _._--____._1--- I _________ _ I . . �..-.-.---,.,---.--.-,----� .----. . .... _... ..1.11 ------.---,----�----------.----.---,--. ,....-.. ............... _. ...... ..._____ --�---�.---.-..,.-.-..-.-..-�---...-. . . ..- . . - ..----"....--.-.�.-.----.-",-,---�."-�,-" . - - __ - __ - - - _. __ - _ _ - __ - - __ - __ - - - - . I < CD CON TRUC ION LAN FOR > r_1 ;0 :6 - 00 Irl 0 --4 3: - .r_1 n < I > AlA ri > I _K: --I I M F_ F_ _'I;_1 " . > ' z .1 C/) ___� ___q - ATLANTiCt BLVD - 0 0 10 AIA D 0 a TO 1-95 _t_\ 0 9V r -0 SITE C-) 0 171 F11 )O z > �5 - z '3�11 Irl _;;* L14 - ;a 70 �' 'D CD C3 ATLANTIC BLV n / ( mR = 1 0 ) uni ATLAN IC BEACH ., F ORIDA -�,F-_ AIA 114 0 STORE No. 009-0272 �p �s Mc DONALD'S CORPORATION GENERAL NOTES GENERAL DESIGN INTENT TESTING I 1.ALL SWALE SECTIONS ARE TO BE SODDED. 34-TEST CYLINDERS SHALL BE RUN FOR ALL CONCRETE STRUCTURE,cs. THERE WILL BE THREE INFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE REQUIRED TO BE PERFORMED (3)TESTS PER EACH DAY POUR WITH A ONE(11 SEVEN(7)DAYBREAK AND TWO(2) FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS,THIS SET OF DRAWINGS IS DATED SEPTEMBER, ALL PAVING SURFACES IN INTERSECTIONS AND A[DJACENT SECTIONS SHALL BE GRADED TO BY THE CONTRACTOR. INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF 12,ALL DEVELOPER OR CONTRACTOR INSTALLED SIDEWALKS SHALL BE INSTALLED PRIOR TO THE TWENTY-EIGHT(28)DAYS BREAKS. - - - 2002, ANY REVISIONS THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWING(S). DRAIN POSITIVELY IN THE DIRECTION SHOWN BY 1THE FLOW ARROWS ON THE PLANS AND TO DIAMETER PER MILE OF LENGTH, IN THE EVENT THAT GROUNDWATER IS NOT ENCOUNTERED FINAL INSPECTION, PROVIDE A SMOOTHLY TRANSITIONED DRIVING SWRFACE FOR VEHICLES WITH NO SHARP BREAKS DURING SANITARY SEWER CONSTRUCTION,OR IF THE GROUNDWATER ENCOUNTERED IS NOT 24' 35.THE ASPHALT SHALL 13E CORED FOR THICKNESS AND WILL BE GIVE-:N A ONE-QUARTER INCH THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED IN GRADE,AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TO ABOVE THE TOP OF PIPE.EXFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE 13.A COPY OF THE CONTRACTORS GENERAL LICENSE AND OR UNDER GROUND UTILITY (114')TOLERANCE. IF HOWEVER THE CITY'S REPRESENTATIVE IS PFRESENT AT POUR- AND VICINITY MAP FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE INTERSECTIONS AND ENTRANCE AND EXIT GRADE:S TO INTERSECTIONS WILL HAVE TO BE NECESSARY. THE TESTING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR,BUT WILL BE LICENSE SHALL BE PROVIDED AT THE TIME OF THE PRE-CONSTRUCTION CONFERENCE, FEELS COMFORTABLE WITH THE REQUIREMENTS THEN HE OR SHE:MAY WAVE THIS POLICY, CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO STAKED IN THE FIELD AT DIFFERENT GRADES THAIN THE CENTERLINE GRADES SHOWN ON THE WITNESSED BY THE ENGINEER AND THE UTILITY REPRESENTATIVES. EXFILTRATION SHALL NOT N.T.S. THE START OF ANY CONSTRUCTION ACTIVITY,IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PLANS. (N THESE AREAS,IT MAY ALSO BECOME AIDVISABLE TO MAKE MINOR LOCAL FIELD EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH,INCLUDING 14.ANY APPLICABLE SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT(SJRWMD)OR 36,LIMEROCK BEARING RATIOS FOR SUBGRADE AT FORTY(40)AND LIWEROCK OR ALTERNATIVE TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY ADJUSTMENTS IN THE CENTERLINE GRADES TO ACCOMPLISH THE PURPOSES OUTLINED. IN MANHOLES. FLORIDA DEPARTMENT OF TRANSPORTATION(FOOT)PERMITS SHALL BE PROVIDED TO THE BASE COURSE AT ONE HUNDRED(i 00)THERE WILL BE NO UNDER TFOLERANCE. A I RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL ADDITION,THE STANDARD CROWN WILL HAVE TO[BE CHANGED IN ORDER TO DRAIN POSITIVELY CITY OF ATLANTIC BEACH BY THE PRECONSTRLICTION CONFERENCE, NO WORK SHALL EXERCISE CAUTION WHEN GROSSING AN UNDERGROUND UTILITY,WHETHER SHOWN ON THE IN THE AREA OF INTERSECTIONS. IT IS THE CONTITZACTOR'S RESPONSIBILITY TO ACCOMPLISH IN WITHOUT ALL APPLICABLE PERMITS ON FILE. 37,ALL MATERIAL USED FOR BACKFILL SHALL BE A3 FREE DMNING SAND. PLANS OR LOCATED BY THE UTILITY COMPANY, ALL UTILITIES THAT INTERFERE WITH THE THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL LINE LAMPING WILL BE REQUIRED TO BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY BEG PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANY AND REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO THE ENGINEER AND OWNER/OPERATOR. 15,THE CONTRACTOR MUST OBTAIN APPROVAL FROM THE SAINT JOHNS RIVER WATER MANAGEMENT 38,THERE ARE TO BE NO OPENED TRENCHES AT DAYS END. THE CONTRACTOR SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS, ANY ACCOMPLISH THE INTENT OF THE PLANS, THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING DISTRICT(SJRWMD)BEFORE THE CITY OF ATLANTIC BEACH WILL ACCEPT THE PROJECT- I OWNER ARCHITECT DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS * . UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT,AND NO EXTRA COMPENSATION WILL BE MATERIAUCONSTRUCTION SPECIFICATIONS EQUIPMENT,WATER,WATER METERS,PRESSURE GAUGES,AND OTHER EQUIPMENT,MATERIAL 39.ALL DIRT AND DEBRIS TRACKED OUT OF THE PROJECT SHALL BE CLEANED DAILY AND TO McDONALD'S CORPORATION HARTLEY&PURDY ARCHITECTURE,INC. AND FACILITIES REQUIRED FOR ALL TESTING. CONTRACTOR SHALL CONTACT THE ENGINEER, 16.THERE SHALL BE A MINIMUM THREE(3)DAYS NOTICE GIVEN FOR SCHEDULING THE FINAL THE DISCRETION OF THE CITY OF ATLANTIC BEACH. ALLOWED. MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY CONSTRUCTION SHALL BE IN OWNERIOPERATOR AND CITY OF ATLANTIC BEACH IN WRITTEN FORM,FORTY-EIGHT(45)HOURS IN INSPECTION, ATLANTIC BEACH,FLORIDA 32233 1207 NORTH HIMES AVE.,SUITE 3 ACCORDANCE WITH THE FLORIDA DEPT.OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY SOILS INVESTIGATIONS FOR THE SITE WERE PROVIDED BY UNIVERSAL ENGINEERING SCIENCES,INC. ROAD AND BRIDGE CONSTRUCTION.1991,OR LATEST EDITION. PRETESTING PRIOR TO NOTIFICATION. 17.AT THE FINAL INSPECTION A LETTER OF COMPLIANCE,PROVIDED BY THE CITY OF ATLANTIC BEACH SIGNAGE&PAVEMENT MARKING NOTES ATTN:TIM DARNELL TAMPA.FLORIDA 33607 THE CONTRACTOR IS TO OBTAIN A COPY OF THAT SOILS REPORT FOR REVIEW PRIOR TO WILL NEED TO BE FILLED OUT AND SIGNED BY THE STATE OF FLORIDA REGISTERED (904)221-9574 ATTN:SCOTT PURDY CONSTRUCTION;AND THE CONSTRUCTION isTo CONFORM TO THE RECOMMENDATIONS IN THAT PAVEMENT SECTION REQUIREMENTS POTABLE WATER I FIRE SYSTEMS 40,ALL SIGNS MUST MEET FLORIDA DEPARTMENT OF TRANSPORTATIOIN(FDOT)STANDARDS REPORT. REFER TO GRADING AND UTILITY PLAN FOR PAVEMENT SECTION REQUIREMENTS, PIPE MATERIALS PROFESSIONAL ENGINEER OF RECORD. FOR ENGINEERING GRADE SIGN FACES IN REFLECTIVITY. (813)363-0035 SURVEY INFORMATION PREPARED BY: CPH SURVEYORS 18.FIVE DAYS PRIOR TO THE FINAL INSPECTION TWO(2)SETS OF BLUE LINE AS-BUILTS AND POLYVINYL CHLORIDE PLASTIC PIPE(PVC)4"THROUGH 12"SHALL 13E MANUFACTURED IN COPY ON DISK IN AUTO CAD FORMAT SHOWING THE FOLLOWING,SHALL BE SUBMITTFD� 41.ALL FINAL PAVEMENT MARKINGS WITHIN THE RIGHTS-OF-WAY SHAUL BE THERMOPLASTIC. AS-BUILTS SIDEWALKS ACCORDANCE WITH ANSIIAWWA C900(LATEST EDITION)AND SHALL HAVE A MINIMUM SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS, WORKING PRESSURE OF 150 PSI AND HAVE A OR(DIMENSION RATIO)OF 18, ALL PVC PIPE 42�ALL SIGNS SHALL BE ON ATFN-FOOT(10')POLE A MINIMUM SEVEN F�EET(T)FROM THE ENGINEER SURVEYOR AS-BUILTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER TWO WEEKS PRIOR TO SHALL BEAR THE NSF LOGO FOR POTABLE WATER. JOINTS SHALL BE OF THE PUSH-ON TYPE AND AS-BUILT INFORMATION GROUND. . - I THE SIDEWALK SHALL BE CONSTRUCTED OF 4"OF=NCRETE WITH A 28-DAY COMPRESSION COUPLINGS CONFORMING TO ASTM 03139 CONFORMING TO DR18 PIPE, 06H ENGINEERS,INC., CPH ENGINEERS,INC. FINAL INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED STRENGTHOF2,00OPSI. JOINTS SHALL BE EITHER�TOOLED OR SAWCUT AT A DISTANCE STR.NO, I TYPE I STATONITIE I GRATEEL I INV. I INV. I INV. LIT 43,STREET SIGNS SHALL BE MOUNTED WITH TEE CAPS. . SURVEYOR,SIGNED,SEALED AND DATED BY THE RESPONSIBLE PARTY. SEE INDIVIDUAL OF 5',HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND BE IN ACCORDANCE FIRE LINES(PVC LINES ON THE BUILDING SIDE OF THE DOUBLE DETECTOR CHECK VALVE)SHALL 19 1 CI 16+02 LT60' 13,6T +2-.eQ� 1 11.49 4440,(N)I 11.47 +1,�, (S)j 11.37 +"��E) 6650 SOUTHPOINT PARKWAY NORTH 500 WEST FULTON STREET SECTIONS(PAVEMENT,WATER SYSTEM,ETC.)FOR ADDITIONAL AS-BUILT REQUIREMENTS. WITH STATE REGULATIONS FOR HANDICAP AQCESSRBILITY� t, BE IN ACCORDANCE WITH AWWA C-900&HAVE A DR.VALUE OF 14. FIRE LINES SHALL HE __ _ I _I _ 7 44.STREET SIGNS SHALL 13E A SIX INCHES(6")WIDE WITH GREEN BACKIIINGS AND WHITE SANFORD,FLORIDA 32271 PERMITS AND PERMIT REQUIREMENTS � SUBJECT TO PRESSURE&LEAKAGE TEST(200 PSI). ALL FIRE LINE INSTALLATIONS SHALL TYPE C INLET LETTERS AND BORDERING, SUITE 100 (407)322-6841 PERMITS AVAILABLE TO CONTRACTOR: PAVEMENT MARKINGS I SIGNAGE CONFORM WITH CITY OF ATLANTIC BEACH FIRE DEPARTMENT REQUIREMENTS, - TOP EL. =4�60-- 11.43 JACKSONVILLE,FLORIDA 32216 ATTN.:W.C.Elliott,P.S,M. ST,JOHNS RIVER WATER MANAGEMENT DISTRICT, CITY OF ATLANTIC BEACH. POLYATHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTILE IRON PIPE SHALL PIPE I SIZE I LENGTH I SLOPE % SLOTEL. = 11.00 10.97 45.STOP SHALL BE A MINIMUM TWENTY FOUR INCH BY TWENTY-FOUR IMCH(24"X 24",'. ATTN;WADE OLSZEWSKI,P.E. LAYOUT AND CONTROL PAVEMENT MARKINGS AND SIGNAGE SHALL BE PR0VIDED AS SHOWN ON THE CONSTRUCTION CONFORM TO THE REQUIREMENTS OF ANSUASTM D1248. THE MINIMUM NOMINAL THICKNESS P-1 I I R" RCP 1 140 435 1 0.69% 0,65% / INV,EL. =-9-26- 9.27 (904)332-0999 PLANS AND SHALL MEET THE REQUIREMENTS OF PHE OWNERIOPERATOR. SIGNAQE SHALL BE SHALL HE 0.008 IN,(8 MILS), INSTALLATION OF POLY WRAP SHALL BE IN ACCORDANCE WITH 46.STOP SIGNS ARE TO BE PLACED FOUR FEET(4')FROM BACK OF CUMB.FOUR FEET(4')BEHIND UNLESS OTHERWISE NOTED ON THE PLANS.THE CONTRACTOR SHALL USE THE GEOMETRY IN CONFORMANCE WITH MUTCD (LATEST EDITION).. A 14 DAY PAVEMENT CURING TIME WILL AWWA CiOS. CROSS WALKS AND ON THE RIGHT HAND SIDE OF THE ROAD. PROVIDED ON THE CONSTRUCTION PLANS, BENCHMARK INFORMATION SHALL BE PROVIDEDTO BE PROVIDED PRIOR TO APPLICATION OF THE PAVEMENT MARKINGS. REFLECTIVE PAVEMENT AS-BUILT REQUIREMENTS FOR CLAY COUNTY DEPARTMENT OF ENGINEERING THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN MARKINGS SHALL BE INSTALLED IN ACCORDANCE VNITH FDOT INDEX NO.17352, PIPE INSTALLATION FOR PVC PIPE SHALL BE IN CONFORMANCE WITH ASTM D2774-83(LATEST 47.STREET SIGNS ARE TO LOCATED ON THE LEFT HAND CORNER OF THE INTERSECTION FOUR FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE EDITION). INSTALLATION FOR DUCTILE IRON PIPE SHALL BE IN CONFORMANCE WITH AWWA 1.) THE ORIGINAL APPROVED ENGINEERING PLAN BY THE REGISTERED PROFESSIONAL FEET(4')FROM THE BACK OF CURB. ATTENTION OF THE ENGINEER IMMEDIATELY. TRAFFIC CONTROL C600-93. ENGINEER MUST BE USED AS THE BASE OF THE AS-BUILT, THERE WILL BE NO EXCEPTION. 48-STREET AND STOP SIGN COMBINATIONS ARE NOT ALLOWED. UTILITIES. QUALITY CONTROL TESTING REQUIREMENTS A MINIMUM OF 2-WAY ONE LANE TRAFFIC SHALL BE MAINTAINED IN THE WORK SITE ARak.ALL VALVES 2.) A LINE SHALL BE PLACED THROUGH THE PLAN ELEVATION AND THE ADDED NEW I CONSTRUCTION WARNING SIGNAGE SHALL BE IN PL-ACE PRIOR TO COMMENCEMENT OF ELEVATION SHALL BE PLACED BESIDE IT. 49,ALL REGULATORY SIGNS SHALL BE BLACK AND WHITE, ALL CONSTRUCTION WARNING ELEC.: JACKSONVILLE ELECTRIC AUTHORITY SEWER: CITY OF ATLANTIC BEACH TESTING SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. TESTING CONSTRUCTION AND HE MAINTAINED THROUGHOUT17 CONSTRUCTION. ACCESS SHALL BE MANUFACTURER'S CERTIFICATION OF THE VALVES'COMPLIANCE WITH AWWA SPECIFICATION SIGNS SHALL HE ORANGE AND BLACK, ALL WARNING SIGNS SHALL EBE YELLOW AND BLACK. SOUTHSIDE GENERATION STATON PUBLIC WORKS DEPARTMENT REQUIREMENTS ARE TO HE IN ACCORDANCE WITH THE OWNERIOPERATOR'S SPECIFICATIONS CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS SURROUNDING THE WORK SITE AREA. C509 AND TESTS LISTED THEREIN WILL BE REQUIRED. VALVE BOX PADS SHALL BE 18"X 18'X 4" 3,) ALL STORM AND UNDER-DRAIN STRUCTURES ARE TO BE LOCATED FROM THE CENTER OR ALL NO PARKING AND STOP SIGNS SHALL BE RED AND WHITE, 1200 SANDPIPER LN. AND REQUIREMENTS,REFERENCE: LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK EACH NIGHT DURING THICK CONCRETE WITH 44 REINFORCING BARS, PAD TO BE SET AT FINISHED GRADE. PROPERTY LINE. ALL TOP.SLOT,AND INVERT ELEVATIONS ARE TO BE SHOWN. JACKSONVILL5,FLORIDA 32202 ATLANTIC BEACH,FLORIDA 32233 ALL TEST RESULTS SHALL BE PROVIDED(PASSING AND FAILING)ON A REGULAR AND IMMEDIATE BASIS. CONSTRUCTION. BUTTERFLY VALVES 50�STOP BARS SHALL BE TWENTY-FOUR INCHES(24")WIDE AND LANE VWIDTH. ALL STOP BARS ATTN: JOHN PITRE . 4,) ALL SIZES,LENGTHS.AND SLOPE PERCENTAGES SHALL BE SHOWN ON ALL PIPE RUNS. SHALL BE THERMOPLASTIC. ATTN:DONNA KALUZNIAK SHOP DRAWINGS CURBING BUTTERFLY VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH,TESTING AND 51.ALL SIGNS SHALL BE SIZED IN ACCORDANCE WITH MANUAL ON UNIFCDRM TRAFFIC CONTROL (904)665-6606 (904)247-5834 SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE,WATER SYSTEM,AND CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE PERFORMANCE REQUIREMENTS OF AWWA C504,CLASS 150. VALVES SHALL BE DUCTILE IRON, 5.) ALL POND ELEVATIONS SHALL BE SHOWN. THIS WILL INCLUDE ELEVATIONS ALONG THE - DEVICES(MUTCD)STANDARDS, SEWER SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. THE CONTRACTOR SHALL FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS"I"CONCRETE WITH A 28-DAY RESILIENT SEAT.AND BE MANUFACTURED BY KENNEDY,MUELLER,M&H,AMERICAN,OR TOP OF BANK AS WELL AS THE 130TTOM CRO55 SECTION. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS COMPRESSION STRENGTH OF 25t�j PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION APPROVED EQUAL, REQUIRED FOR CONSTRUCTION. JOINTS AND SHALL BE CONSTRIJCT_,O AT INTERVALS NOT TO EXCEED`19-0"ON CENTER, B.) ALL SWALES SHALL BE LOCATED WITH SPOT ELEVATIONS AT ONE HUNI)RED-FOOT(100') TEL.: BELLSOUTH I INTERVALS, WATER: CITY OF ATLANTIC BEACH I CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS AIR RELEASE VALVES 9400 HISTORIC KINGS ROAD A STORM WATER CONVEYANCE SYSTEM FOR ROAD AND BRIDGE CONSTRUCTION(1991)SECTION 520 AND DETAILS PROVIDED ON THE PUBLIC UTILITIES DEPARTMENT CONSTRUCTION PLANS, AIR RELEASE VALVES SHALL BE PLACED AT HIGH POINTS OF THE TRANSMISSION MAIN TO T) ELEVATIONS ON CENTER LINE PAVING AND GUTTERS AT TWO HUNDRED-FOOT(200') JACKSONVILLE,FLORIDA 32266 MATERIAL SPECIFICATIONS PERMIT ESCAPE OF TRAPPED AIR. THE VALVE SIZE,LOCATION AND METHOD OF INSTALLATION INTERVALS AS WELL AS ELEVATIONS AT ALL PVI AND CURB RETURNS, 1200 SANDPIPER LN. SHALL BE INDICATED ON THE DRAWINGS,OR AS DIRECTED BY THE ENGINEER. AIR RELEASE ATTN: BRUCE SNYDER ATLANTIC BEACH,FLORIDA 32233 1; REINFORCED CONCRETE PIPE(RCP)SHALL BE CLASS III WITH RUBBER GASKET JOINTS, RCP . RESTORATION VALVES SHALL BE CRISPIN PRESSURE AIR VALVE TYPE N.APCO.OR VALVE&PRIMER CORP. 8.) ELEVATIONS ON ALL CUL-DE-SACS CURBING AT THE RADIUS,CENTERLINE BACK OF CURB (904)646-3017 ATTN:DONNA KALUZNIAK SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ALL AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FIMISH GRADED WITH A SMOOTH TRANSITION DETECTOR CHECK VALVE AND AT EVERY FIFTY FEET(5Y)IN THE FLOW LINE. SITE DATA (904)247-5834 (LATEST EDITION) SECTION 941, RUBBER GASKETS SHALL CONFORM TO SECTION 942, INTO EXISTING GROUND. ALL$WALES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL . ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCE WITH FOOT GRADING. ALL DISTURBED AREAS SHALL BE STABILIMED(SOD,GRASS&MULCH,ETC.)AFTER DETECTOR CHECK VALVES SHALL BE AS MANUFACTURED BY HERSHEY,FF8C0 OR WATTS. 9.) ELEVATIONS ON ALL TEMPORARY DITCHES AT ONE HUNDRED FOOT(109)INTERVALS. FINAL GRADING IN ACCORDANCE WITH THE CONSTMUCTION PLANS PRIOR TO FINAL INSPECTION. INSTALLATION.VAULTS,ETC.,SHALL BE IN CONFORMANCE WITH LOCAL AGENCY 1. EXISTING VEGETATION AND CONDITIONS:- I STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,SECTION 400(CONCRETE ALL GRASSING(SEED OR SOD)SHALL BE MAINTAINEID BY THE CONTRACTOR UNTIL FINAL DELIVER AS-BUILTS TO THE CITY OF ATLANTIC BEACH. IF ANY REVISIONS ARE NEEDED PERMITTING AGENCIES I STRUCTURES)AND THE APPLICABLE FOOT INDEX NUMBER DETAIL AS SHOWN IN FOOT ROADWAY ACCEPTANCE BY THE OWNER/OPERATOR. REQUIREMENTS, IT IS THE RESPONSIBILITY OF THE OWNER OR THEIR REPRESENTATIVE FOR DROP OFF, TREES,SHRUBS AND GRASS . AND TRAFFIC DESIGN STANDARDS(LATEST EDITION). VALVE BOXES ON BURIED POTABLE WATER SHALL BE ADJUSTABLE.CAST IRON CONSTRUCTION. PICK UP OR RESUBMITAL. IN LANDSCAPE AREAS I CORRUGATED STEEL PIPE SHALL BE BITUMINOUS COATED AND COMPLY WITH REQUIREMENTS AS-BUILT$ WITH A MINIMUM INTERIOR DIAMETER OF 5"WITH COVERS CAST WITH THE IN15CRIPTION IN 2. EXISTING/PROPOSED ZONING: CITY OF ATLANTIC BEACH FLORIDA DEPARTMENT OF BUSINESS AND OF ASTM A760�16 GAUGE. INSTALL WITH MATCHING BAND CONNECTORS. INSTALL SLEEVE THE CONTRACTOR SHALL PROVIDE OWNER AND ENGINEER PAVEMENT AS-BUILTS. AS-BUILTS LEGIBLE LETTERING ON THE TOP: (WATER). BOXES SHALL BE SUITABLE FOR THE APPLICABLE IN ORDER TO SCHEDULE A FINAL INSPECTION ALL REVISIONS WILL NEED TO BE MADE. THE BUILDINGi PLANNING,&ZONING DEPARTMENT PROFESSIONAL.REGULATION- GASKETS IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. SHALL CONTAIN AT A MINIMUM,BUT NOT BE LIMITED TO.PAVEMENT WIDTHS,PAVEMENT SURFACE LOADING AND VALVE SIZE,AND SHALL BE MANUFACTURED BY MUELLER COMPANY. FINAL AS-BUILT SHALL BE ONE REPRODUCIBLE COPY SIGNED AND SCALED BY A STATE OF EXISTING: CO 800 SEMINOLE RD. DIVISION OF HOTELS AND RESTAURANTS CROSS SLOPES AND DRAINAGE DIRECTIONS WITH HIGH POINTS DELINEATED, ALL AS-BUILT MODEL 1036-4.OR APPROVED EQUAL FLORIDA REGISTERED PROFESSIONAL SURVEYOR. PROPOSED: CG ATLANTIC BEACH,FLORIDA 32233 ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THE STORM SYSTEM DRAWINGS SHALL BE COMPLIANT WITH THE CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS. 1, BLUE PAVEMENT REFLECTORS(RPM'S)SHALL BE PLACED IN THE CENTERLINE OF THE EROSION CONTROL NOTES 3. TOTAL SITE AREA SUMMARY: ATTN: SONYA[)DERR 7960 ARLINGTON EXPRESSWAY (OUTF!ALL PROTECTION,POLLUTION CONTROL,ETC.)ARE TO BE IN ACCORDANCE WITH DETAILS DRIVING LANE DIRECTLY IN FRONT OF THE FIRE HYDRANT. -_ (904)247-5817 JACKSONVILLE,FL.32211 SHOWN ON THE CONSTRUCTION PLANS,FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS SANITARY SEWER SYSTEM JOTAL SjjE AREA 1.03 Ac NQQ.�.00%) AND FOOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION(LATEST 2. CONTRACTOR SHALL PROVIDE A POST-CONSTRUCTION FIRE FLOW TEST WITNESSED AND 19.PURSUANT TO COMPREHENSIVE PLAN POLICY 9:1 OF THE CONSERVATION ELEMENT.THE TOTAL IMPERVIOUS AREA 0,77 Ac (75,(00%) (904)-727-5540 EDITION). MATERIALS APPROVED BY THE ENGINEER AND OWNERIOPERATOR. HYDRANTS SHALL DELIVER A USE OF ONE OR MORE EROSION CONTROL MEASURES,AS REQUESTED BY THE TOTAL GREEN SPACE/LANDSCAPE 0.26 Ac (25.i.00%) MINIMUM OF 500 PSI WITH A RESIDUAL PRESSURE OF 20 PSI. CITY OF ATLANTIC BEACH,SHALL BE USED DURING CONSTRUCTION, THESE WILL BE,BUT CITY OF ATLANTIC BEACH ST.JOHNS RIVER WATER MANAGEMENT DISTRICT AS-BUILTS SANITARY SEWER MANHOLES SHALL BE PRECAST CONSTRUCTION. THE MINIMUM SIZE NOT LIMITED TO,ITEMS SUCH AS TEMPORARY GRASS COVER,SEDIMENT BASINS OR PONDS, BUILDING 3,478 S.F.FAST FOOD RESTAURANT DIAMETER OF MANHOLES SHALL BE 48"FOR SEWER LINES 21"IN DIAMETER OR LESS.PRECAST MULCHING,TEMPORARY FENCES,DIVERSION CHANNELS,AND HAY BALES. PUBLIC WORKS DEPARTMENT 7775 BAYMEADOWS WAY,SUITE 102 THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER STORM DRAINAGE AS-BUILTS. REINFORCED MANHOLES SHALL BE IN ACCORDANCE WITH ASTM C-478 SPECIFICATIONS,WITH 3. THERE SHALL BE NO TREES,SHRUBS,ETC.PLANTED AROUND THE FIRE HYDRANTS OR NOTE: BUILDING AREAS ARE INCLUDED AS IMPERVIOUS A�REA. 1200 SANDPIPER LN. JACKSONVILLE,FLORIDA 32256 ELEVATIONS,FLOW(INVERT)ELEVATIONS,PIPE LENGTH&SIZE, PREFORMED FLEXIBLE JOINT SEALS,RAMNEK.OR APPROVED EQUAL, THE MINIMUM WALL IN AREAS DESIGNATED AS FIRE LANES, 20.PURSUANT TO COMPREHENSIVE PLAN POLICY 9:1 OF THE CONSERVATION ELEMENT, ATLANTIC BEACH,FLORIDA 32233 (904)-730-6270 �_ THICKNESS ON SANITARY SEWER MANHOLES SHALL 13E 8". THE INTERIOR SURFACES OF ALL SCHEDULING OF CONSTRUCTION SHALL BE GIVEN SPECIAL CONSIDERATION TO MINIMIZE 4. STORM WATER TREATMENT:EXISITING MANHOLES SHALL BE PROTECTED BY THE APPLICATION OF TWO COATS KOPPERS BITUMASTIC CONSTRUCTION METHODS EXPOSURE OF BARE SOIL. THE CONTRACTOR WILL FORMULATE A CONSTRUCTION I . ATTN:DONNA KALUZNIAK EARTHWORK 300 M,OR APPROVED EQUAL,APPLIED AT THE RATE(OF A20 SQUARE FEET PER GALLON PER 5. FIRE PROTECTION: EXISTING FIRE HYDRANT (904)247-5834 COAT MINIMUM. EXTERIOR SURFACES SHALL RECEIWE TWO COATS KOPPERS BITUMASTIC 300 PIPE INSTALLATION SCHEDULE TO BE GIVEN TO THE CITY OF ATLANTIC BEACH REPRESENTATIVE. THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS M,OR APPROVED EQUAL,APPLIED AT THE RATE OF 1220 SQUARE FEET PER GALLON PER COAT ALL PLUGS,CAPS,TEES,BENDS.FIRE HYDRANTS.VALVES,ETC..SHALL BE PROVIDED WITH 21.THE CONTRACTOR SHALL CHECK EACH DAY TO INSURE THAT ALL EROSION CONTROL 6. TAX ID.#-170694-0000 NECESSARY TO ASSURE HIMSELF OF FARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT MINIMUM. THRUST BLOCKS. FOR THRUST BLOCK CONSTRUCTION DETAILS,REFER TO THE DETAIL SHEET, DEVICES ARE IN PLACE AND WORKING PROPERLY. EARTHWORK BALANCES AND THE CONTRACTOR SHALL HE RESPONSIBLE FOR ANY IMPORT FILL CONTACT THE ENGINEER.OWNERIOPERATOR AND CITY OF ATLANTIC BEACH IN WRITTEN FORM, 7. FEMAIFIRM PANEL NO.-120075 0001 D NEEDED,OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS, CONSTRUCTION METHODS FORTY-EIGHT(48)HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL 22.ALL EROSION CONTROL MEASURES SHALL BE IN COMPLIANCE WITH THE RULES, EROSION CONTROL INSTALLATION OF GRAVITY SANITARY SEWER SHALL EBE IN ACCORDANCE WITH THE PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. REGULATIONS AND STANDARDS OF THE SAINT JOHNS RIVER WATER MANAGEMENT 8. FLOOD ZONE DESIGNATION- X MANUFACTURERS SPECIFICATIONS. BLUE MAGNETIC INDICATORTAPE SHALL BE BURIED IN THE WATER MAIN TRENCH 18"DIRECTLY DISTRICT.THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION,AND THE UNITED EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO ABOVE THE WATER MAIN. STATES ARMY CORP OF ENGINEERS, INDEX OF SHEETS COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE TRENCHING AND BACKFILL SHALL BE PER DETAILS PRIOVIDED IN THE CONSTRUCTION PLANS. . CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN COMPACTED 13ACKFILL SHALL BE TO 98%MAXIMUM DEENSITY AS DETERMINED BY AASHTO T-180 THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING 23,THE CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO PREVENT THE EROSION IMMEDIATE BASIS AS REQUIRED, REFER TO ST,JOHNS RIVER WATER MANAGEMENT DISTRICT FOR UNDER PAVEMENT. ALL OTHER COMPACTION OF!BACKFILL SHALL BE TO 95%MAXIMUM EQUIPMENT,WATER,WATER METERS,PRESSURE GAUGES,AND OTHER EQUIPMENT,MATERIAL OF SOIL AND DEPOSITION OF SEDIMENT ON ADJACENT AND DOWNSTREAM PROPERTIES. C-1 COVER & GENERAL NOTES PERMIT FOR ADDITIONAL REQUIREMENTS FOR EROSION CONTROL AND SURFACE DRAINAGE. DENSITY AS DETERMINED BY AASHTO T-180. AND FACILITIES REQUIRED FOR ALL HYDROSTATIC AND LEAKAGE TESTING. CONTRACTOR SHALL OBTAIN A COPY OF THE FDEP WATER SYSTEM PERMIT AND PULL 24.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. DEWATERING BACTERIOLOGICAL TESTING SAMPLES FROM THE SAMPLE POINTS SPECIFIED IN THE PERMIT. C-2 BOUNDARY SURVEY LIMITS OF DISTURBANCE I IN THE EVENT THAT GROUND WATER I.S ENCOUNTEREED DURING THE CONSTRUCTION OF THE CONNECTIONS TO EXISTING WATER MAINS PUBLIC SAFETY NOTES C-2A TOPOGRAPHIC SURVEY THE LIMITS OF DISTURBANCE HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE SANITARY SEWER SYSTEM,DEWATERING SHALL BE C(ONDUCTED. THE CONTRACTOR Is SOLELY . CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER,THE RESPONSIBLE FOR THE DESIGN,INSTALLATION.OPER)ATION,AND SUBSEQUENT REMOVAL OF PRIOR TO THE CONNECTION TO ANY EXISTING MAIN.THE PROPOSED WATER MAIN SHALL 13E 25,A BLUE,ALL-DIRECTIONAL HIGHWAY-STYLE REFLECTIVE MARKERS SHALL BE PROVIDED ON CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THESE LIMITS. DEWATERING SYSTEMS AND THEIR SAFETY AND CONF-ORM17Y WITH LOCAL CODES AND DISINFECTED.HAVE ENGINEER APPROVED PRESSURE TESTING AND HAVE FDEP CLEARANCE, ALL ROADWAYS,ALLEYS,ACCESS ROAD$,AND ALL PAVED AREA IN FRONT OF EACH C-3 DEMOLITION PLAN AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON REGULATIONS.IF DEWATERING EQUIPMENT NEEDED MXCEEDS ANY OF THE FOLLOWING:1)6" REFER TO FOEP PERMIT FOR ANY ADDITIONAL RFOUIREMENTS, HYDRANT. SAID MARKERS SHALL BE LOCATED IN THE LANE OF TRAVEL ON THE SAME SIDE SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY PUMP VOLUTE;2)100,000 GPD TOTAL 24 HOUR(I DAY))DEWATERING.AND;3)1.000.000 AS THE HYDRANT. THESE MARKERS SHALL BE IN PLACE AT THE TIME OF THE FINAL REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE GPD PUMP CAPACITY,THE CONTRACTOR SHALL BE RE�QUIRED TO PERMIT THE DEWATERING PERMITS INSPECTION OR APPROVAL. C-3A SIGN PLAN REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS, ALL COSTS FOR REPAIRS SHALL BE SYSTEM WITH THE SJRWMO.THE ENGINEER AND/OR OWNER SHALL HE NOTIFIED IMMEDIATELY THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED, IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED- CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING: 26.A DISK SHALL HE PROVIDED,IN AUTO CAD FORMAT.SHOWING THE LOCATION OF ALL FIRE C-4 SITE DIMENSION PLAN AT ALL TIMES DURING CONSTRUCTION,KEEP EXCAVATrIONS FREE FROM STANDING WATER. A. RIGHT OF WAY UTILIZATION PERMIT HYDRANTS BEFORE FINAL APPROVAL. CLEARING AND GRUBBING SUMPS.IF REQUIRED,SHALL BE LOCATED OUTSIDE OFF LOAD BEARING AREAS SO THE BEARING B. UNDERGROUND UTILITY PERMIT PAVING DRAINAGE&CONSTRUCTION NOTES C-5 GRADING & EROSION CONTROL PLAN SURFACES WILL NOT BE DISTURBED. WATER PUMPED)FROM THE EXCAVATION SHALL BE C. EXCAVATION I FILL PERMIT - THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE DISCHARGED TO PREVENT RE-ENTRY INTO THE SOIL StTRATA BEING DEWATERED. WATER CONSTRUCTION INCLUDING CLEARING FOR PAVING,UTILITIES,DRAINAGE FACILITIES AND CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT 27,ALL UNSUITABLE MATERIAL SHALL BE REMOVED TWO FEET(2')BEYOND T HE BACK OF THE C-6 COMPOSITE UTILITY PLAN BUILDING CONSTRUCTION. SEE PLANS FOR LIMITS OF CLEARING AND GRUBBING- STREAMS, THE METHOD OF DISPOSING OF WATER PUIMPED FROM THE EXCAVATION SHALL BE CURB AND TWO FEET(2')BELOW FINISHED GRADE. APPROVED BY THE ENGINEER,PRIORTO ACTUAL DISPOSAL CITY OF ATLANTIC BEACH ENGINEERING GENERAL NOTES 28,COMPACTION DENSITIES FOR ALL ROAD�VAY CROSSINGS ARE TO BE TAKEN IN ONE-FOOT(I-) C-7 DETAILS SHEET - A MATERIAL STORAGE/DEBRIS REMOVAL PIPE EMBEDMENT 1. CITY OF ATLANTIC BEACH REQUIRES TWENTY-FOUR HOURS(24-HR) LIFTS. ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE SANITARY SEWER PIPE MUST BE BEDDED TRUE TO LINIE AND GRADE WITH UNIFORM AND NOTICE ON ALL MEETINGS AND OR TESTING MEASURES RELATED TO SAID PROJECT. 29,IF UNSUITABLE MATERIAL IS FOUND WITHIN THE LIMITS OF THE ROAD OR IF MATERIAL IS C-8 DETAILS SHEET - B STOCKPILED AT ON-SITE LOCATIONS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE CONTINUOUS LONGITUDINAL SUPPORT FROM A FIRM WASE. BLOCKING MUST NOT BE USED To HAULED IN FOR ROADWAY FILL AT A DEPTH GRATER THAN ONE-FOOT(V)THEN THE ENTIRE STOCKPILED SEPARATELY AS TO USABLE(NON ORGANIC)FILL STOCKPILES AND ORGANIC(MUCK) BRING THE PIPE TO GRADE, PIPE BED SHALL BE UNDISITURBED EARTH AND,IN THE EVENT OF 2. CONSTRUCTION WARNING SIGNS ARE TO BE POST MOUNTED AND ERECTED BEFORE ROADWAY SHALL BE UNDERDRAINED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE OVER EXCAVATION,THE:CONTRACTOR SHALL REPLAC[E MATERIALS WITH MATERIALS SPECIFIED CONSTRUCTION CAN COMMENCE. THESE AND ALL TRAFFIC CONTROL DEVICES SHALL AND INSTALLED PER THE APPROVED CITY OF ATLANTIC BEACH APPROVAL, I - - C-9 McDONALD'S STANDARD DETAILS REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. BY THE ENGINEER AND COMPACTED TO A DENSITY EQLUAL TO THE NATIVE SOIL, FOLLOW THE STANDARDS SET FORTH BY THE MANUAL OF UNIFORM TRAFFIC CONTROL Clty Of Atlantic Be�ach DEVICES(MUTCO)AS WELL AS FLORIDA DEPARTMENT OF TRANSPORTATION(FOOT) 30.ALL STORM SEWER PIPES SHALL BE CUT FLUSH WITH THE INTERIOR WALL OF ANY TYPE Planning and Zoning Department L-1 LANDSCAPE PLAN FILL MATERIAL AT ALL LOCATIONS WHERE PIPING 15 TO BE INSTALLED)IN AN AREA WHERE MUCK WAS NOTED STANDARD INDEX. MANHOLE OR CURB AND DITCH BOTTOM INLETS. This WrOvsl V91111168 compliance vft appl'icable IN THE SOILS TESTING OR AT ANY OTHER LOCATIONS VWHERE MUCK OR ORGANIC SOILS ARE Zoning, subdivision and other local ALL FILL MATERIALS SHALL CONTAIN NO MUCK,STUMPS,ROOTS,BRUSH,VEGETATIVE MATTER, ENCOUNTERED.THE TRENCH SHALL BE OVER-EXCAVAITED TO REMOVE ALL MUCK OR ORGANIC 3, ALL SUB BASE SHALL BE FIRM AND UNYIELDING. 31.COMPACTION DENSITY TESTS FOR ALL WATER AND SEWER CROSSINGS WILL START THREE land development regulations, but does not constitute RUBBISH OR OTHER MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING SOILS AND CLEAN FINE SAND PLACED AND COMPACTEOD IN THE TRENCH BOTTOM TO THE FEET IT)ABOVE THE PIPE. a BACKFILL. ELEVATIONS AND LOCATIONS NOTED ON THE PLANS. 83ACKFILL NEEDED TO BRING TRENCH TO 4, ALL JOINTS OF PIPE REGARDLESS OF MATERIAL TYPE SHALL BE WRAPPED WITH FABRIC Pproval for the Issuance of permits. Compliance I � THE PROPER GRADE SHALL BE COMPACTED TO A MINIWUM DENSITY OF 98%OF THE AASHTO FILTER CLOTH PER FLORIDA DEPARTMENT OF TRANSPORTATION(FOOT)STANDARD INDEX 32,COMPACTION DENSITY TEST FOR ALL STORM SEWER PIPE SHALL START AT THE SPRING with Florida Building Code and 911 Other applicable r= I COMPACTION T-180 MAXIMUM DENSITY, 280- LINE OF THE PIPE. local, State and Federal Permitting MquIrements kbt117111V#jCD FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% TRENCH OR EXCAVATION BOTTOM STABILIZATION MATEERIAL 5, ALL DISTURBED CITY OF ATLANTIC BEACH RIGHTS-OF-WAY SHALL BE SODDED TO THE DISCRETION must be Verified by Signature Of the City of Atlantic MAXIMUM DENSITY AS DETERMINED BY AASHTO T-1 80. ALL OTHER FILL AREAS ARE TO BE 33.IF THE APPROVED DESIGN REQUIRES THE INLET OR STORM RUN BE SURCHARGED.ALL Beach Building I 11111110ir to ft Issuance of a . I COMPACTED TO AT LEAST 95%MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. FILL A. SAND AND APPROVAL OF THE CITY OF ATLANTIC BEACH. INLETS SHALL BE INSPECTED BEFORE BEING,EXPOSED TO THE SYSTEM. BuIldins Pe .�-1 MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12"LIFTS. REFER TO SOILS ULI I �)Vn? REPORT FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND SAND SHALL BE WELL GRADED,ORGANIC FREE.DUFRABLE,GRANULAR MATERIAL,AND S. THE CURB SHALL BE CHECKED FOR FLOW DESIGN AT ANY STAGE OF THE PROJECT. A WATER . OWNER WITH ALL(PASSING AND FAILING)TESTING RESULTS. RESULTS SHALL BE PROVIDED ON SHALL PASS AND.4 SIEVE. NOT MORE THAN 15 PEFIRCENT SHALL PASS A NO,200 SIEVE, TRUCK IS TO BE PROVIDED AT THE FINAL INSPECTION IN ORDER TO CHECK FLOW DESIGN, APPtovill . __0_k__ - A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTORS PAY REQUEST SUBMITTAL, B� PIT RUN GRAVEL 7, ALL UNDERDRAIN LINES SHALL HAVE A FORTY-FIVE DEGREE('45)CLEAN OUT AT TWO - - W2 I -A a Opmen re r CRY of Atl0fit1c, reach I I..- SURFACE DRAINAGE PIT RUN GRAVEL SHALL HE ORGANIC FREE AND SHALL PASS A 3/4-INCH SIEVE, HUNDRED FEET(200')INTERVALS AND AT THE END OF THE RUN. THE CURB SHALL BE __-_ Building and Zoning . �- - - MARKED WITH TEAL OR HUNTER GREEN PAINT AS TO THE LOCATION OF THE CLEAN OUT. - __j A IP V THE CONTRACTOR SHALL BE EXPECTED,AT THE END OF EACH DAY,TO HAVE THE SITE GRADED C. GRANULAR MATERIAL ,. , . � IN SUCH A WAY AS TO NOT CAUSE ANY ADVERSE IMPACT FROM RUNOFF OR SILTATION TO ANY GRANULAR MATERIAL SHALL BE WELL GRADED,ORGGANIC AND SOIL FREE,DURA13LE 8. HANDICAP RAMPS SHALL BE INSTALLED WHEREVER THE SIDEWALK MEETS THE CURB- j ADJACENT PROPERTIES, SILTATION BARRIERS SHALL BE MAINTAINED AND REPAIRED IF AGGREGATE AND SHALL PASS A 3/4-INCH SIEVE. NO)T MORE THAN 15 PERCENT SHALL REQUIRED AT THE END OF EACH WORKING DAY. PASS A NO.200 SIEVE. 9. ALL INFORMATION REQUESTED BY THE COUNTY SHALL BE IN HAND AT THE TIME OF THE - - - - - --- LL - - � GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE FINAL INSPECTION. NO CONDITIONAL CERTIFICATES OF OCCUPANCY SHALL BE GIVEN, 6650 Southpoint Parkway North ACTIVITY NAME DATE NO. DATE REVISION 11 GENERAL GRADING INTENT OF THE PROJECT, THE CONTRACTOR SHALL BE EXPECTED TO GRADE CLEARANCE 10.THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION AND ,.- SCALE: NTS SHEET NO. THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. Suite 100 )ATE NO. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS THE WATER MAIN SHALL BE INSTALLED AS NOTED ON THE PLANS. WHERE APPLICABLE,A TAKE ALL MEASURES NECESSARY TO PROTECT UTILITIES DURING CONSTRUCTION. SHOULD DESIGNED BY: W.P.O./B.S.Y. 3/02 ,& 9/26/02 PER CITY OF ATLANTIC BEACH SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE LATERAL SEPARATION OF AT LEAST 10'SHALL BE MAINTAINED BETWEEN WATER AND SEWER ANY UTILITY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE RELOCATION THE Jacksonville, FL 32216 -/0 . DATE: SEPT. 2002 STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL LINES, WHEN WATER AND SEWER LINES CROSS WITH LESS THAN AN 18"VERTICAL CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RESPONSIBLE UTILITY COMPANY,THE 1DRAWN BY: P.A.N. / D.B.C. 3/02 & - . 9 I /0 - I i NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO SEPARATION,THE PVC SEWER LINE SHALL BE ENCASED1 IN CONCRETE OR DUCTILE IRON PIPE ENGINEER,AND THE CITY OF ATLANTIC BEACH, Telephone: (904) 332-0999 CHECKED BY: I W.P.O. 3/02] 111-%r') klf-� . IkAllrt4IIA (NE THAT THE G ADING INTENT HAS BEEN ACHIEVED. USED IN LIEU OF PVC PIPE FOR A DISTANCE OF 10'EITHE-R SIDE OF:THE CROSSING, /0 -- - . Fax: (904) 332-0997 APPROVED BY: I WADE OLSZEW9KI 3/02 1 1 1 111_� I C�I -_ -- - -_ - - - - - - L 11111102001 www.cphengineers.c� - GISTRATION Nn - 1 54068= & I I FILE: COVER.DWG A I q3,%E-:; &o_Ao Ovd. - J-A I 1. . � . > -U 00 n JACKS NVILLE > AlA M Cq CZ > � 0� .5 ATLANTIC BLVD C-) IR ME 10 1 A 0 TO 1-95 SITE C-) 17 Y cZ, AIA W C4 > W C/) STURDIVANT DRIVE (LAKEVIEW AVENUE BY PLAT) VICINITY MAP (50' RIGHT-OF-WAY PER PLAT) Z 1% 0 Co 0 NOT TO SCALE CGNCF= MoNumoff W NO LD. F0400 11 r M0 R00 W Ux am Vt CLor S Lo I"'o LA M 00 vi� 0 - 0 Ln > TEMPORARY PLAT OF SECTION NO. 3 SALTAIR PLAT BOOK 10, PAGE 16 W CU z 0 04 C14 C\J C-4 0 0 0 0 a) L ci 1� d IM PIPE POO LO. '), E 0- cu SET No M1 z It, no lift�" FO"4'9' LIS 0 7143 CW No M Legal Description: (PROVIDED BY CLIENT) e7 ATLANTIC BOULEVARD W -0 W a) -. 7 (A-1-A & STATE ROAD 10) Z11 C: C -�e > �RIGHT-OF-WAY WIDTH VARIES PER JACKSONVILLE EXPRESSWAY 2) 3: 0 2 u (PER OFFICIAL RECORDS) UTHORITY RIGHT-OF-WAY MAPS PROJECT NO. 72100-3178) �5 (D CL A tract of land being located in Duval Co., being Lots 825 thru 833 inclusive, together with the (PO=35 MPH SPEED UMIT) N L) W -c- CL < a C) 0 East 21 of Lot 845 thru 849 inclusive in Section 3, Saltair, According to the plot thereof as recorded in Plot Book 10, page 16, thence running North 200', thence East 225', thence South 200', thence West 225' to the P-O,B, Lots 822-24 & 844 & the West 21 of 845 were vocant land and have been SOLD. SynLey Notes; 1, 1.NOT VALID WITHOUT THE SIGNATURE AND 'THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER". 2. ELEVATIONS SHOWN HEREON ARE BASED ON THE U.S, DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY, SAID ELEVATIONS ARE BASED ON BENCHMARKS SUPPLIED BY DUVAL COUNTY SURVEY DEPARTMENT 'RA-PHIC SCALE AND ARE AS FOLLOWS: CT ABOUT 0.65 MILES WEST ALONG STATE HIGHWAY AIA AND STATE HIGHWAY 10 FROM THE JUNCTION U) 0 20 0 10 20 40 so U) _j OF STATE HIGHWAY AiA LEADING SOUTH AT ATLANTIC BEACH, AT THE JUNCTION OF THE HIGHWAYS CITY LIMITS OF ATLANTIC BEACH AND PENMAN ROAD LEADING SOUTH, 15.5 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE CITY UMITS OF NEPTUNE BEACH LL- LANE OF THE HIGHWAYS, 57 FEET EAST OF THE CENTERLINE OF PENMAN ROAD, SET ON THE TOP OF rHE SOUTHWEST CORNER OF A 4-BY-4 FOOT CATCH BASIN WHICH IS 6 FEET DEEP, 1.8 FEET SOUrH SOUTH OF THE SOUTH CURB OF THE HIGHWAYS AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAYS. IN FEET 0 ELEVATION : 11.375 1 incli = 20 ft. > z < -j N b) SET X-CUT ON CONCRErE SIDEWALK TO BLOCKBUSTER VIDEO. CUT IS 69' ± EASr OF CENTERLINE OF Uj SEMINOLE ROAD AND ATLANrIC BOULEVARD AND 99' ± 'SOUTH OF THE CENTERLINE OF ATLANTIC BLVD. 0 ca CUT IS 0.45' SOUTH OF NORTH EDGE AND 0,75' EAST OF WEST EDGE. Surveyoes Certification: a ELEVATION : 12.144 L) Z 3. BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATA AS BEING IN 13*09'10" W ALONG To: Mc. Donalds, Inc, THE CENTERLINE OF SHERRY DRIVE AS SHOWN ON THE JACKSONVILLE EXPRESSWAY AUTHORITY Abbreviation Legend., Symbol Legend: z z RIGHT OF WAY MAPS PROJECT NO. 72100-3178, First American Title Insurance Cam any and McDonald's Corporation that 1. C/L CENTERLINE 21, R28E RANGE 28 EAST 1, x-x CHAIN LINK FENCE - I certify to 0 4. THE "LEGAL DESCRIPTIONS" SHOWN HEREON ARE IN ACCORD WITH THE INSTRUMENTS OF RECORD, OFFIOAL 19, S CLEAN OUT 33. PAVERS this plan has been compiled from a survey acually made on the ground under my RECORDS BOOK 3875, PACE 0532, AS PROVIDED BY THE CLIENT, AND CORRECTED IN OFFICIAL RECORDS 2. R0,133. - POINT OF BEGINNING 22, PGS, PAGES 2. FIRE HYDRANT 20. 0 - ROOF DRAIN BOOK 6821, PAGE 2325, AS RESEARCHED BY THE SURVEYOR, RECORDED IN THE PUBLIC RECORDS OF DUVAL supervision on April 1, 2002 ; that it is correct and complies with the requirements COUNTY, FLORIDA. 3. P.O.C. - POINT OF COMMENCEMENT 23, PG. PACE 3, LIGHT POLE 2 1,(�J:::) - 'TREE LEGEND NUMBER provided by McDonald's Corporation. 5. NO UNDERGROUND UTILITIES, FOUNDATIONS OR IMPROVEMENTS, IF ANY, HAVE BEEN LOCAfED EXCEPT AS 4. O.R, - OFFICIAL RECORDS BOOK 24. P.B. PLAT BOOK 4. HANDICAP PARKING SPACE 22, ov GAS VALVE cvmm - IXI SHOWN. 5. ELEV.. - ELEVATION 2 5. (A) - ACTUAL 5, CONCRETE IN13EX OF SHEE7S Li:fk 1 23. DUAL SUPPORT SIGN And: 6, ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) 6, P,C. - POINT OF CURVATURE 26. (D) - DESCRIPTION 6. (S) - SANITARY SEWER MANHOLE COMMUNITY PANEL NO. 120075-0001 D EFFECfIVE DATE: APRIL 17, 1989, THIS PROPERTY LIES IN 24. SANITARY SEWER VALVE ZONE " X", NOT A SPECIAL FLOOD HAZARD AREA, 7, P.C,C,. - POINT OF COMPOUND CURVATURE 27. GIL UNDERGROUND GAS LINES 7. - FLOOD LIGHT D4 8. P,T. POINT OF TANGENCY 28. TL OVERHEAD TRAFFIC SIGNAL LINES 8.- - SINGLE SUPPORT SIGN I TITLE SHEET/TOPOGRAPHIC SURVEY I hereby certify that the attached "Boundary and Topographic Survey" of the hereon- 7. UNLESS OTHERWISE NOTED, ALL RECORD INFORMATION SHOWN HEREON IS BASED ON INFORMATION 25, WATER METER described property is true and correct to the best of my knowledge, information and belief CONTAINED IN THE COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE INSURANCE COMPANY 9, WL UNDERGROUND WATER LINE 29. FM FORCE MAIN 9,W:� - WATER SERVICE 26, CATCH INLET as surveyed in the field on April 1. 2002, 1 further certify that this "Boundary and FATIC FILE NO. AA-8178, EFFECTIVE DATE FEBRUARY 20, 2002, AND WAS PROVIDED BY THE CLIENT. WV 2 BOUNDARY SURVEY Topographic Survey" rneets the minimum technical standards set forth in rule 61gl,7-6 of 10. RWL, - UNDERGROUND RECLAIM WATER LINE 30. F UNDERGROUND TELEPHONE LINES 10. WATER VALVE 27. '6. - WOOD UTILITY POLE the Florida Administrative Code. 8. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE PER THE DESCRIPTION AND ARE CORRECT AND IN 11. OU OVERHEAD UTILITY LINES 31. F.D.O.T, - FLORIDA DEPARTMENT OF I STORM DRAINAGE MANHOLE AGREEMENT WITH THE FOUND AND SEr MONUMENTS AS MEASURED IN THE FIELD UNLESS OTHERWISE 12. EL UNDERGROUND ELECTRICAL LINES TRANSPORTATION 28. MAGNOLIA TREE NOTED. 32. OT OVERHEAD TRAFFIC LINES 12. C9 - WOOD UTILITY POLE 29. PINE 9. FHIS BOUNDARY SURVEY MEET$ OR EXCEEDS THE HORIZONTAL CONTROL ACCURACY OF 1/15,000 FEET 13. TVL UNDERGROUND CABLE T.V. LINES 33. F,F, FINISH FLOOR 15. - GUY ANCHOR For the Firm By. z FOR A SUBURBAN SURVEY. 14, INV, INVERT 34. GOVT GOVERNMENT 14, - UTILITY RISER (AS NOTED) 30. OAK rREE W, C, Elliott, P.S.M. 0 0 Professional Surveyor and Mapper 10, THIS SURVEY IS NOT VALID WITHOUT SHEETS 2, OF 2. 15. C - CHORD 35, CONC CONCRETE 15. (Z) - TELEPHONE MANHOLE 30, OLEANDER Florida Registration No. 5599 16. C.B. - CHORD BEARING 36. DIA - DIAMETER 11. ALL UNDERGROUND UTILITY LOCATION WAS PROVIDED BY THE UTILITY COMPANIES AND/OR THEIR 37, S/W SIDEWALK 16. - ELECTRICAL MANHOLE 30. SAGO PALM REPRESENTATIVES AND FIELD LOCATED BY THIS SURVEYOR. 17. EP EDGE OF PAVEMENT NOTE: U) A U 18. (C) - CALCULATED 38. TYP, TYPICAL 17. CONCRETE UTILITY POLE 31. HEDGES 39 C.B.S. CONCRETE BLOCK STRUCTURE Cz5::D- McDONALDS PROJECT 12. ALL ASPHALT PAVEMENT. CONCRETE CURBING CONCRETE WALKS ARE IN GOOD CONDITION UNLESS 19. (P) - PLAT 40, I.D. - IDENTIFICATION 18. CONCREfE MITERED END SECTION 32, UNDERCROUND PIPE (SIZE TYPE NOTED) THIS SURVEY IS NOT VALID WITHOUT SHEET 1 OF 2. OTHERWISE NOTED, 20, T24S - TOWNSHIP 24 SOUTH CODE: 009-0272 /435 ................ -------------------- FLAT GRATE INLET GRATE ELEV-7.02 W INVERT ELEV-4.53 C014C POWER FLAT GRATE INLET E INVERT ELEV-4.47 CNI "T GRATE INLET x GRATE ELEV-1-88 GRATE ELEV-6.76 S INVERT ELEV-4.54 POLE W INVERT MjDLm4.9O_ E INVERT ELEV-4.38 E INVER =V-4.86 blo 24- RCP 0 O-3X 15* RCP 0 O.3X 15' RCP MR:31IIIIIIIII J2 - J1 tn tj X-1 ell STURDIVANT DRI ;5. LA (A u ul in x YELLOW DASHED PPING x__ -WARY SEWMAHOL XN 4AN ti ;I Q bo TOP MANHOLE ELEV-" (6 CL FLAT GRATE INLET Ln U SANITARY SEWER MANHOLE L)/ GRATE ELEV-7.46 I- INV ELEV-3.37 C3 Cr N w INV ELEV�3-,M 12 ;� TOP MANHOLE ELEV-7-77 INVERT ELEV-&07 4.42 PVC m sc INV ELEV-4.27 E INVERT R-EV-5-18 wn .t rr� L 14 9, Pvc -5.22 W INV ELEV-3-65 W INVERT ELEV A RISER Z. 0� Z_ � (� TV CAME RISER, IELE RISER CONC POWER 0=3� GRASS AREA POLE WITH U T CONIC POWER,�� THANK Y( Box �b '21 4-CONIC POWER CONC. LIGHT POLE x "I POLE WITH LI A 7'1 VATH 2 72- FOUND I" x g 2.87' SET 5jI3* IRON IRON PIPE p FWD CA NO W. IFOUND I* IP NO I.D. Z,. 2(_i3_1�1 ('X' 1GREASE TRAP 7143 o.33 w, mor s C!l 3c: x X 'BOTTOM ELEY-ZG3 4 y, x [4 C6 23 x r- d *,rl 0 39-27' Rv CONC. LIGNT 0 CLEANOUTS § POLE x STRIPING PAVEMENT WHITE-/ GRAPHIC SCALE 20 10 20 40 so (D 25� 0 V) C14 WOOD LIGHT C14 POLE Lu ASS AREA > DRIVE\1111� mm SIGN 3 SPEAKER WITH' xql- IN FEET X- Lu 0 o' YMITE OLLARO STRIPING (TYP. 7U I inch 20 ft 0m I >: ;,, ,I q i I, PAD -z 6 U) GRASS,AREA ...... .... .... z ID F=Uj MEN. St 2" Cp z TV0 x 0 0 -5 u- 1"p I - :1. 0 0`) to - / ) . : 0 w ,i IL i,�p _j 98.80' LL� OUT 3.47' x", U) a* WHITE Sm Hr- x X > x ASS 0 IRR. CONTROL 161 BOX X_ 2 Ear- METER if. ui CL 16-9, '7. Box < (TXP-) 7' DI 77 AMETER BOU 10 39-18' _x A PHONE OWTH cy- 4' VWMITE ST WING A x 0 (R Typ F-1 /�x U) 515, 51D Cq C� flk OD PA ENT SIGN POST All 'OONCRETE,11LOCK, 0; Z,WA�� .......... 1 STORY C.B.S. 'Z .......... #435 AT-L'AN"Th-C BLVD. x 39,19' _x W C�l 7' DIAMETER x FINISH FLOOR ELEV. 11 22 TAX I.D. NO,� 170694-0000'/ tw co N14,.'CONC. WALK 16.6' 1. 3 SAGO PALMS 28, OLEANDER BUSH (Ty. 41' Ci U) VX2* em z IT_,�p o i 1?11 �;,v ??� CONC.IUGHT POLE--' M YR TLE ff 2. CRAPE 29- OLEANDER BUSH COLUMN CD _j 3 1 ca(f) 30. 15" OAK I E . >0 - - X� WITH LIGHTS 0 3, CRAPE MYRTLE BRICK L)C6 31, 18" OAK R _j 32. 30" OAK 4. 2SAGO PALMS �6. Nr P:L)W > -r DIAMETER CK PAVER 5. 12" SICCAMORE a) %a uj> x HANDRAIL z -Of 33- 17" OAK Of ------ BOLLARD i�P co,.,�v > 6, 20" PINE LIGHT 71 Q�0, w 34, 20" OAK 12" 0 C)_j POLE 18 4- 7. SYCAMORE PAY 0 O� 35. 20" OAK F-W 4 %"TE PHONE W I-_j; 8. 12" SYCAMORE z STRIPING I'ABLES U)LL_ 36. SAGO PALM PAVEMENT tc) 9- 16" PINE - 37, 8" PINE 0 3- 10, 12" SYCAMORE 38. 8" PINE Co BRICK Ql� 1]- 12" SYCAMORE 39, 8" PINE u_ r PLANTER .31 On It 12, 16" PINE 40. 16" OAK x 41, 18" OAK 13. 28" PINE 41- 42. 14" OAK 6' DIA� 14, CRAPE MYRTLE 43, 12" OAK 15. 8" PINE Y d 44. 16' OAK 16- CRAPE MYRTLE x 45 28" OAK E2 17, S" PINE 46. 15" OAK 18, 8" PINE x I..� ao 47. 12" OAK x + D 19 10" PINE 48. 15" OAK ASS AREA 4t 0. 10 PINE 49. 20" OAK -10' TABLE$ 21. 15" PINE 50. 12" OAK -32) .... ....... 22- 15" PINE 51- 30" OAK H DIC A) R 52- SAGO PALM Cx 23, 15" PINE lot x C. 11 T IV 53. SACO PALM 24. 18" PINE lo P X 54. SACO PALM BL: 25. SPRUCE PALM "d 55, SAGO 0 Jmlr)Ac DONALD z ST!Iu, t 26. 25" OAK 56. 7" PALM �7 GRASS AREA x HANDIC�p 27. 25" OAK WOOD SIGN POLE RAMP GR HAND4CAP f ,It K L I TP-1TS v "I C'4 N N C%j FOUND 3" ELECTRIC OUTLET N) GRASSI AR X CD CD CD i't �,w .2. IRON PIPE 41, WOOD SIGN POLE NO I.D. -CON� �,4,,CON6_ BEN i�� WOOD POWER 13 it PAVEWENT POLE WITH LIGHT ....... .... '��T _C�_ 01, FOU� PA ID-4ZX* RAILROAD TIE N i�l 1, . I - 7 ".. - ;� I t' LB.#.7143 S It' - _NOAD. M C(,4,k-. Mv,"TER bRIVE I........... a: Cj C� _j WA AREA _j AREA ........ .- 19R ASS Ilk z Ci 2 4* WHITE MIT STRIPING DISTANCE SIGN JAX-18 MILES M511PH SSTOP7 mAyPoRT-e MILES INGIN x x ....... x ----------------- x x 4' WHITE DASHED STRIPING A'IAN-ft - ULtVARD -0 >.% -0 t, (D -0 (D -J� ?L 10- Ch 10 > 0 TE STRIPI G 47 wHi SU 10 CL 4* YELLOW STRIPING < I:) iz) C) Z 0) Ql T R CONC. MEDIAN kk 62.6' CONQ MEDIAN X P7771P4- YELLOW STY"o Qv�3'C), 10__ �-ELLOW P* , I I � 4' SINGLE YELLOW E d�! ........... 4' WHITE STRIPING 10-1 a. U) 0 x ........... x --- x 4* WHITE DASHED STRINNG X RIGHT LANE MUST T TURN RI % 1b,qY, WOOD POWER lb,qp,w Ar. 4*- POLE WOW POWER a. POLE WITH LIGHT ........... 'Ar 'ROUTE > T AiA SIGN oj. C�v -,br L,�� .. . . -1 CON VE' CON6. S/W CONC.,ORIVEI OH ca a DRI LLJ co ............. L 1 C/L CE'N-TERLINE 21, R28E - RANGE 28 EAST 1, CHAIN LINK FENC.E 19, M CLEAN OUT z 2. P.0.B, POINT OF BEGINNING 22. PGS. - PAGES 2. FIRE HYDRANT 20. 0 ROOF DRAIN 33. PAVERS 4:t 0 f 3. T LIGHT POLE 3. TREE LEGEND NUMBER P.0.C. POIN F OF COMMENCEMEN 23, PG. - PAGE 21.(aD 0. J 4. 0,R. - OFFICIAL RECORDS BOOK 24, P,B. PLAT BOOK 4. HANDICAP PARKING SPACE 22, GAS VALVE 1) JACKSONVILLE EXPRESSWAY AUTHORITY RIGHT OF WAY MAP ZONING: CG 5. ELEV. - ELEVA nON 25, (A) ACTUAL 5. CONCRETE 23. DUAL SUPPORT SIGN PROJECT NO. 72100-3178. COMMERCIAL GENERAL Lu 6- P.C. - POINT OF CURVATURE 26. (D) DESCRIPTION 6. 0 SANITARY SEWER MANHOLE U) 2) SECTION NO. 3. SALTAIR, PLAT BOOK 10, PACE 16, OF THE SETBACKS: 7. P.C-C. - POINT OF COMPOUND CURvATURE 27. OL UNDERGROUND GAS LINES 7- 4 FLOOD LIGHT 24- SANITARY SEWER VALVE I OFFICIAL RECORDS OF DUVAL COUNTY. FIR ONT 20' 8. P,T. POINT OF TANGENCY 28. TL OVERHEAD TRAFFIC SIGNAL LINES 8. SINGLE SUPPORT SIGN 25. WATER METER SIDES 10' 9, WL UNDERGROUND WATER LINE 29. FM - FORCE MAIN 9.�AA WATER SERVICE BACK 20' 26. CATCH INLET ,,v 10, RWL, - UNDERGROUND RECLAIM WATER LINE 30. T - UNDERGROUND TELEPHONE LINES 10. x - WATER VALVE 27, WOOD UTILITY POLE STANDARD SPACES = 43 11, OU OVERHEAD UTILITY LINES 31. F.D.O.T. - FLORIDA DEPARTMENT OF 11. STORM DRAINAGE MANHOLE ACCESIBLE SPACES = 2 TRANSPORTATION 28, MAGNOLIA TREE 12, EL UNDERGROUND ELECTRICAL LINES 32- or OVERHEAD TRAFFIC LINES 12. WOOD UTILITY POLE 29. PINE 13, TVL - UNDERGROUND CABLE TV. LINES TOTAL SPACES 45 33, F.F. FINISH FLOOR 13- GUY ANCHOR 14. INV. - INVER r 34. GOV'T - GOVERNMENT 14. fm UTILITY RISER (AS NOTED) 30. OAK TREE 15. C - CHORD 35. CONC - CONCRETE z 0 15 (D rELEPHONE MANHOLE 30. OLEANDER 16. C.8, - CHORD BEARING 36- DIA - DIAMETER 16, it 30 SACO PALM ) ELECTRICAL MANHOLE 17 EP - EDGE OF PAVEMENT 37. S/W - SIDEWALK 18. (C) CALCULATED 38. TYP. - TYPICAL 17, 02 - CONCRETE UTILITY POLE 31, HEDGES 39. C.B,S. CONCRETE BLOCK STRUCTURE 19- (P) PLAT 18, - CONCRETE MITERED END SECTION 32. UNDERGROUND PIPE (SIZE rYPE NOTED) THANK SIGN X CON P f4A "XI 40, I.D. IDENTIFICATION 20. T24S TOWNSHIP 24 SOUTH McDONALDS PROJECT CODE: 009-0272 Nvdll ............. ------ n! STURDIVANT DRIVE (LAKEVIEW AVENUE BY PLAT) g (SO- RIGHT—OF—WAY PER PLAT) j CONC 0 R11MAIMS c\j VE REMOVE EASE TRAP 39 ON DIRECTIONAL OTTOM ELEV-2.63 'SIGN 3:1 SLOPE(TYP.) c\j o REMOVE 04 CLEANOUTS a- o-) Lu c\I LLJ REMOVE WHITE U) 2 STMPING (TYP.) REMOVE REMOVE DRIVF THROUGH DIRECTIONAL SPEAXER WITH ARROWS 6 BOLLARD 0 REMOVE z 0 C4 SHRUBS (TYP.) (D -0 REMOVE REMOVE 0 CONC. PAD MENU SIGN I ---.) LL WTH TRANS. MATCH EXIST. �,—REMOVE TREES (TYP.) (D 3:1 SLOPE(TYP.) 4� + . . . . . . > + + tx wk-- 0 REMOVE DIRECTIONAL ARROW Rl cc TR�� 801% .1 EC 141 1 A EW NE :)4)q MA�� + + 0 I S F Z I REMOVE HOLLARD i 7-6 f 11 WHITE (Tm) ZTTYRIPING > + P.) OCR L REMOVE c� c I'X2' BRI a COLUMN (Typ-) +++ REMOVE BRICK PAVER "--Ij ORA PADS (TYP.) (TYP.) NEATLY SAWCUT & REMOVE 2' CURB GUTTER (TYP-) Dd)o: 7 REMOVE + VMITE 77, STRIPING . . . . . . . + + + %% REMOVE ++ ++ TREES (TYP.) REMOVE . . . . . . 6' DIA. FLAGPOLE PROP.CONC. a) C0 FLUME(TYP.) + + 0 + �54 0 41 <1 <1 141 z REMOVE HANDICAP 3:1 SLOPE RAJ AMP LS & R 0 (D (D 0 0') 0) 01) 0) REMOVE BLUE STRlPiNG (D REMOVE E D SIGN IRECTIONAL (u -j SIGN z ci .................... 'o "o 'o MR E E L,E C`m"E N D > Z, c: J" 2 C—D 0 0 [2 a) 0, 0 -c- ca- < ATLANTIC BOULEVAR —1—A (9c STATE ROAD 10 �RIGHT—OF-4AY WIDTH VARIES PER JACKSONI LE EXPRESS AY 1UTHORITY RIGHT—OF—WAY MAPS PROJECT NO. 72100-3178 (POSTED 35 MPH SPEED LIMIT) DEMOLITION LEGEND CONCRETE SIDEWALK BRICK PAVERS TO BE REMOVED co 0 CONCRETE CURBING TO BE REMOVED 0 LL Z n BUILDING TO BE REMOVED > z 0 W =ASPHALT TO BE REMOVED ca j a L) L) Z z NOTE: ALL SANITARY SEWER, UTILITIES, SIGNS, STRUCTURES&TREES WITHIN THE DEMOLITION AREAS TO BE REMOVED. 0 CONCRFTE BLOCK WALL TO BE REMOVIED GREEN SPACE TO BE REMOVED CONCRETE PAVING TO BE REMOVED z z 0 W&E P.bL'-§rEWSKI,P.E.' McDONALDS PROJECT 54068 CODE: 009-0272 q3z .......... ------- —---------- --------- ........... :g 4, 1 o" 5� 32 ? STURDIVANT DRIVE (LAKEVIEW AVENUE BY PLAT) (50' RIGHT—OF—WAY PER PLAT) 63-2" t ;4 o� 81 2 3 U PROP. SWALE El f (DS PROR.' J PROP,COINC.FLUME CONG.FLUME (DS) CD (DS) DS) GRAPHIC SCALE 09) 4 20 0 10 20 40 DRIVE THRU MENU BOARD .'�EFUSE" N.T.S. C) (IN FEET) 1 inch 20 ft. Lu PROP. PROP, Cq .4 z 72" 801, STANDARD STANDARD CF) LOOP(TYP.) LLI C14 (D CURB&GUTTER CURB&GUTTER SPEAKER U) a MENU (N 6 C) W Z -0 (D L) 0 = (D) 4 44 PROP.SPILL TYPE SPRING LOADIED LL 4`. CURB&GUTTER CANOPY POLE (D 24"MIN. PROP.SPILL TYPE SPACE NEEDED > CURB&GUTTER SPRING BRACKIET FOR SERVICE 0 CL 6"x 6"x 3116"WAkLL 1 108" 0- PROP. SQ.STEEL TUIBE 102" To < CONC.FLUME FREEZER PAINTED McDONALD'S RED. GRADE TRAN. R 2X"DIA.HAND HOLE W/Col 1. VER 9.. 56r2 An WEATHER PROOF L JUNCTION BOXBY INSTALLER (ON THE FAR SIDE OF CANOPY) 7 CURB&GUTTER CONDUI - I . I CURB CURB PROP.SPILL TYPE 2"13" _4 1, EZG7DE GRADE FUTURE 4774 PLAYLAND BUILDING 0 EXIST. F.F.E. 11 .22 RIGID DRIVE THRU CANOPY MAX. HT. 35' PROP.SPILL TYPE CURB&GUTTE R N.T.S. L4 FL (D) 11732 24�2-" 106' PROP. SEE DETAIL SHEET 2 9-312 PROP. CONC.FLUME 11 T 99 BIKE ilk 21-'Z' (D) PROP. 32 FLAG POLE DRIVE THRU 37�.' 54" PROP.CONC.FLUME LPROP.SPILL TYPE CENTER EXIST.McDONALD'S SIGN CURB&GUTTER OF TO REIMAIN LCD 0 z DSP Y PROP.STANDARD I _ CURB&GUTTER PROP. SWALE PROP. SWALE 0 0 0 CD L (DS) (DS) (DS) (DS) 25' 32 C5 la� d E . . . 3-L' 32 z le,r.,� LED CUSTOMER ORDER DISPLAY N.T.S. 70 -0 (D ATLANTIC BOULEVARD C 32 > g 3 2 A-1-A & STATE ROAD 10) �p (n W CL 2RIGHT—OF—AY WIDTH VARIES PER JACKSONVILLE EXPRESS AY 0 a) " -r- CL THORITY RIGHT—OF-.-WAY MAPS-PROJECT NO. 72100-31734 Q 0 0 (POSTED 35 MPH SPEED LIMIT) Lj CD 25' FLAG POLE PROPOSED LEGEND N.T.S. 0 ,(H) =HANDICAP SIGN (FTP-25) _j LL ,(D) = DO NOT ENTER SIGN (RB-l) 3f L.j (NL) =NO LEFT TURN (R3-2) > (R) =RIGHT TURN ONLY(CUSTOM) _j z (M) =MENU BOARD z Co 0 w 3 [@ =ELECTRICAL TRANSFORMER a Co 36" =FLAG POLE(35'HIGH, MAX.) 0 L) L) (DS) =DIRECTIONAL SIGN Co IN E�- =SITE LIGHT z z =DETECTOR LOOP =SOLID WHITE TRAFFIC ARROW(THERMOPLASTIC) _70" 15, SWSL/4" =SINGLE WHITE SOLID LINE/4"WIDE SYSL/4" =SINGLE YELLOW SOLID LINE/4"WIDE DYSLJ6" = DOUBLE YELLOW SOLID LINE 6"WIDE N o =ORDER WINDOW 18, 0 �PRESENTER WINDOW @ NN 24" 31" B 4 In 0 2 RED BACKGROUND z WHITE LETTER YELLOW ARCH z 0 MONUMENT SIGN PANEL N.T.S. U) A P121 DIRECTIONAL SIGN VVADE P..01_,�'21EWSKrP.E. McDONALDS PROJECT N.T.S. CODE, 009-0272 4��(af-,+ric_ GivuL .......... VEHICULAR PARKING INFORMATION �_l �4 REQUIRED: 1 SP.PER EVERY 2 SEATS 1 H�C.SP.PER EVERY 25 SEATS 80 SEATS =40 SPACES 2 PROVIDED:38 REG.SP.+2 H.C.SP. 40 TOTAL SPACES ;4. N f� S4 ul U 101 ;l TOTAL 30 PROP. SPACES X 18.0 @ w SPACES mw Im mmm- mm- F t: MR" tmw/awn w 8 PROP. SPACES 10, X 18.0- @ 60- w"m .-mm- �fm ONO.'' __9 pm�lv 'ewtv rXF-rq 1�m MM4 mw- 2 H.C.PROP. SPACES 12' x 18.0, @ go- u 40 STURDIVANT DRIVE C3 (LAKEVIEW AVENUE BY PLAT) (50' RIGHT-OF-WAY PER PLAT) UTILITY INFORMATION C, I A�_E I BLDG.TIE SIZE TYPE LOCATION vf t ,; .�l �=Eqw r GRAVITY STURDIVANT : - SANITARY SEWER Z�� ................. j, WATER 2 ATLANTIC BLVD, N x/. GRAPHIC SCALE STORM SEWER 12' F.D.O.T. R.O.W. ON SR.10 SWALE 04 :,PROP., -v)A A ---------- 20 0 10 20 40 ELECTRIC 3 PHASE OVERHEAD 0 0. 1 1 (DS) MOP. *(DS 3-9' 20. 7.01 SURVEY INFORMATION PROP.CONC.FLUME CONC.FLUME (DS (DS) 04 CIL or) Q_ LU CN ((IN FEET) U) (S) 4 1 inch 20 ft. NOTES: Cq c6 R15.0' 6 C:� z C) 1.BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING PLANS 4- b (D 04 - REFUSE ARE FOR REFERENCE PURPOSES ONLY. WHEN LAYING OUT THE V. 4- 4- C) (a 10.0 R15.0' PROPOSED BUILDING FOUNDATION,THE CONTRACTOR SHALL USE U) C) 019 LL THE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. od .4 PROP. PROP.9.5 2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN STANDARD STANDARD WITH(BOC)WHICH INDICATES BACK OF CURB DIMENSIONING. > J_ b LOOP(TYP.) 2 6 - CURB&GUTTER CURB&GUTTER 7.4' 04 r i SPEAKER 3.CONTRACTOR SHALL COORDINATE THE RELOCATION OF SAVED CL MENU BLDG.TIE MATERIALS ONSITE WITH THE OWNER. R3,0* < t R20.0', 4.ALL MARKINGS SHALL COMPLY WITH THE F.D.O.T.ROADWAY AND .4 TRAFFIC DESIGN STANDARDS,MANUAL OF UNIFORM TRAFFIC CONTROL Jk� PROP.SPILL TYPE DEVICES,ALACHUA COUNTY LAND DEVELOPEMENT CODE AND (D) CURB&GUTTER THE LATEST F.H.W.A.STANDARDS. _4 PROP.SPILL TYPE C; CURB&GUTTER R20.0' R20.0' 26.0" f GENERAL NOTES PROP. u� FLUME 9.0 FREEZER TRANSF MER 10.3 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. M PA IT CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 9�8 R3.5. 2. BASES,ANCHOR BOLTS,CONDUIT,AND WIRING FOR ALL OTHER 233' C: SIGNS ARE BY THE GENERAL CONTRACTER. 0 4 PROP.SPILL TYPE 3- 3/4'EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- CURB&GUTTER METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR.LIGHT- J ING FIXTURES,BASES,POLES,CONDUIT,AND WIRING ARE BY THE f 15.3' 18.01 25.0' 7.0' llb'.'. 18.01 24.0' 18.01 9.5, OWNERIOPERATOR- 4� BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR.ANCHOR FUTURE D'' 4774 BOLTS ARE BY THE FLAGPOLE SUPPLIER. d PLAYLAND R3.5' BUILDING EXIST. F.F.E. 11.22 7�.O', 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY.EXACT 1 .6 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST Ir BLDG.�TIE MAX. HT. 35' ECONOMICAL INSTALLATION. j PROP.SPILL TYPE TER CURB&GUT 6, THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES EA TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY-REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS,SIZES,AND _4 (D) 10.5 CIRCUITING. 10.0 7. ALL ELEVATIONS SHOWN ON THE GRADING PLAN ARE IN REFERENCE Co 10.3 TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL R3.5'--/ R5.0' L z CONTRACTOR AT GROUNDBREAK. 1120 1 47.3' PROP. CONC.FLUME 8. CURB ELEVATIONS SHALL BE 6"ABOVE FINISH PAVEMENT. SEE DETAIL SHEET z - - - PROP. BIKE 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6"BELOW (D) PROP. TOP OF ALL WALKS AND CURBS.FINISH GRADING,LANDSCAPING, FLAG POLE (1) C-4 N N N f, AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. (D (D CD C) (S) R25,0' 0 0) 0) 0) 0) 11.0 10.LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS LN REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. .5 DRIVE THRU \_Lo_9__ PROP.CONC.FLUME C� 10.4 PROHPILL TYPE 10. EXIST.McDONALD'SSIGN CURB&GUTTER 10.1 \ 10. E R25.0' .28 _j Co __j [L R5.01 �$ z A PROP.STANDARD CURB&GUTTER PROP. SWALE a6 PROP. SWALE R 1 5j" i LEGEND (PROP.) (DS) IS) D 6 J& (DS) (H) HANDICAP SIGN(FTP-25) _0 _-N (b CL (S) STOP SIGN(Rl-l) a) > L) 27. C C -'e 2 DO NOT ENTER SIGN(R5-1) x (D) 'j, tM W NO RIGHT TURN(R3-1) CL (NR) 2. 4 ----------- (R) =RIGHT TURN ONLY(CUSTOM) x (M) =MENU BOARD =ELECTRICAL TRANSFORMER 13 =FLAG POLE (36HIGH, MAX.) (DS) =DIRECTIONAL SIGN f3 ATLANTIC BOULEVAR 13-0 =SITE LIGHT C� I =DETECTOR LOOP 0 -A & STATE ROAD 1 CD 0 in =SOLID WHITE TRAFFIC ARROW(THERMOPLASTIC) RIGHT-OF-4AY WIDTH VARIES PER JACKSONVILE EXPRESS Y 2THORITY RIGHT-70E-7 WAY- MAPS..PROJECT.NO.. 72100=31738r =SOLID WHITE STOP BAR(THERMOPLASTIC) 24"WIDE (POSTED 35 MPH SPEED LIMIT) SWSL/4" =SINGLE WHITE SOLID LINE/4"WIDE SYSL14" =SINGLE YELLOW SOLID LINE/4"WIDE DYSL14" DOUBLE YELLOW SOLID LINE 4"WIDE 0 M17 ORDER WINDOW z Cl LL PRESENTER WINDOW CL LIGHT POLE > 0 f _j z < z w PROP.ACCESSIBLE RAMP 12:1 MAX SLOPE ca 0 w u z z Lu _j PAVEMENT LEGEND =6"CONCRETE PAVEMENT =2"ASPHALT 6 z 4-a CN U) CONC, fl, L 3j.0, _r(D S) '4 ,L" 9 _WAbE P.6L-S2-EWSKI,P.E. McDONALDS PROJECT 54068 CODE: 009-0272 A Ick t6) E24M 8.37 7.81 7,98 8.12 6.68 7 00 7.01 8.0/ - 4,02 d 6,82 -,7.Qg 7.07 P, 0 7.20 7.22 8.07 767 7.63 7.45 7.31 7.54 7,72 7.83 7,88 7.90 7.99 8.24 8.33 g STURDIVANT DRIVE (LAKEVIEW AVENUE BY PLAT) (50' RIGHT-OF-WAY PER PLAT) 7.87 7.85 7.84 7.87 7.89 7.93 B-01 8.11 8.20 8.27 B-34 8.43 8.51 8,54 8.59 T 42'±L.F. 12"RCP TYPE"C"INLET GRATE ELEV.7.70 GRAPHIC SCALE 6"WEIR ELEV.=7.40 INV.ELEV. 5.31 20 0 10 20 40 PROPOSED LEGEND 7-71 RQ 78- 7.83 8 7.8L, 8,05 8.11 8.13 8.29 8:38 1 ,1 T4 7A�65 7,63 7183 .8.0 T98 8,10 7 .7,96 (D 7.98 7,42 C14 8.30 8.30 8.42 8.70 DRAINAGE FLOW ARROW 9.o48-79 (IN FEET) UAI. .62 8,2C COW V4 I I I inch 20 ft. (114 7.87 8,8 ..9,06' 6_09 f,_... a�',v ,--. .1 4. 9.36 9,16 9.22 LU DRAINAGE DIRECTION 8.60 9.6� 8,70,,,, 8,67 -- ��o 8,7 8.72 8-75 ��t 8.78 8,78-, , W7 2 U) 9,10 .9.27 8.83 8.93 SE- 10 9.29 8,6 10 C14 9.31 9,46 .96 9.08, 9.14 9.64 6 C:) 99660 88 3:1 SLOPE(TYP.) 8A3 9-09. 8,90 9.03 .9.'4 1-10.12 22.36 PROPOSED TOP OF CURB . 9. ii� a) Z C) %is 20 . . N 1. 9.24 9.23 9.20 9.19 PROPOSED GRADE -��2231 -Fa .0 a) 0 0 - C) REFUSE (1) 0 -5 LL �"7 9.16 9.28 10.0 9,04 9,614�1,98 (I-LP.) HIGH POINT _0 8.95 9.5 10.0 C 9.76 (1) 9.5 > 0 9�w.06 r5 L_ TYPE"C"INLET 0- M 9,42 16.00 9.48 CL 10.06 9.04 9.24 MATCH EXIST- 1044 10-33 : 8.95 F.F.E. 11.22 FINISH FLOOR ELEVATION 18�!Avb 9.51 A49 9.9 '�:l SLOPE JIR� 10, 11.3iii 1.47 .74 11.12 1j.Id.22 11,07 lqw 9.38 8.96 PROPOSED SILT FENCE 10.0( 9.08 11,13 11.23 1=22 9.58 9.60 1 84910OH-28 M h_-.-1-..- - 9.77 9.14 10.2 1.04 1 ;o4 8.74 10.23 10.531 016W .16 11.15 9.4M 9.33 PROPOSED STORM PIPE 13.0 04 90 r 11.05, ; 11ol 9%W 9 59-72980 ro 9.64 9,90 'A 1% 11.07 a, 9.80 FREEZER 10-46 9.0 10.04830 59 1 GENERAL GRADING & EROSION 9.67 RANSFORMER 11,13 1 11?0 10.86 6 10.3 8' 9 0-2�0.40 t1PAD 10.3? Em" 9.8 CONTROL NOTES rA) L/ 10.99 9-29 9.0 0 ED= 99A44 9,74 L4 1 185 25 1. PRIOR TO ANY DEMOLITION ACTIVITY THE CONTRACTOR SHALL INSTALL 9.30 11 10.79 > 00 qA 2 10.02 EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON PLANS 11.00� :10,74 AND PROVIDED FOR IN FDOT INDEX NO. 101 AS CONSTRUCTION PROGRESSES, ;,10.90 10,62 THE CONTRACTOR SHALL PERIODICALLY CHECK THE SEDIMENTATION CONTROLS 10.29 9.34 9.81 MATCH EXIST. ,611. 3 ..11.03 10,65 AND REPAIR THEM AS NECESSARY TO KEEP THEM IN GOOD FUNCTIONING 9.33 9,41 PAVEMENT 103) 10.42 1111 1 0 9.96 9,73 ORDER.THE CONTRACTOR SHALL ALSO PROTECT INLETS AND OTHER SITE 16W, .11.03 APPURTENANCES FROM SEDIMENTATION USING PROTECTION AS DETAILED 9-59 IN FDOT INDEX NO. 102. 9.40 9.85 10-W 1051 10.52 10,93 qm"o .AM"', 4774 FUTURE 9.89 6.64 2. THE CONTRACTOR SHALL CONDUCT GROUND STABIL17ING MEASURES PLWYLAND ..66 9.43 BUILDING 10.95 0.65 (PAVING, GRASSING, MULCHING AND SODDING)AS SOON AS PRACTICABLE 10 36.3', %10.23 9.87 EXIST. F.F.E. 11.22 10 9.98 FOLLOWING FINAL GRADING ON THE SITE. 9.50 10,07 10.93 (�y 10.66 9.87 r le MAX. HT. 35' W. . ... : 3. FOLLOWING COMPLETION OF CONSTRUCTION AND COMPLETED STABILIZATION 11.03 ...... OF POTENTIAL EROSION AREAS,THE CONTRACTOR SHALL REMOVE 9.53 lom I - I.- - . SEDIMENTATION CONTROL MEASURES AND CLEAN AND REPAIR ANY AREAS 1.000 F _U 24 9.67 1064 9.90 10-891 , 1.0,.77 7,:., 11 . 9.88 AFFECTED BY THE CONSTRUCTION ACTIVITIES.ANY SILTATION IN THE _75 85 01906 L 02.. 10. STORMWATER SYSTEM SHALL BE COMPLETELY FLUSHED PRIOR 718811-m 1 0.60 &42 F;N4 TO CERTIFICATION OF COMPLETION. 8,11.6 -497 W 10.24 1086, ., iO.02 -.10,64 1.1-63' 9 1.9M 3 105 4. ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC RIGHT-OF-WAY REQUIRES 311=6 10.0 A SEPARATE PERMIT ISSUED BY THE CITY ENGINEER. 0 9.77 11.69 fl " .1 L 10.3 9,97 11-07 1088 5. THE ELEVATIONS SHOWN HEREON ARE BASED ON =�71 9.79 Lr 9.8 1M3 1113 Ii.30 NATIONAL GEODETIC VERTICAL DATUM(N.G.V.D. 1929). 0 3i. 11,25 z PRORCONC. 9.43 10-52980 FLUME(TYP.) An- 9.96 .20 9,85 6. THIS PROPERTY LIES IN FLOOD ZONE X ACCORDING TO FEMA COMMUNITY PANEL 11,16 -7 -4'1 9,46 9,77 0 0 0 0 7. THIS PROJECT IS PENDING APPROVAL BY ST.JOHNS RIVER WATER MANAGEMENT DISTRICT 11.07 11-09 L �J .9.40 - - -- ----- 9.9.47 LO 9.82 9198 10, 'IL' . 1 -U,0"3- - -�E- MAP 7 10-01 11.0 24 ie.49 0 8. EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO 10,35 10-8 .. 10.57 COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE a: (j 9.87 0.5 11.02 %%33:11 SLOPE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN W 10.4 10.3 E 10.02 10. IMMEDIATE BASIS AS REQUIRED. REFER TO ST.JOHNS RIVER WATER MANAGEMENT DISTRICT CK$ 06 ~7 10.04 10.18 .... 10.19 10.2tO-34 CLOMB 10.95 10.1 10.( 6':L"t,9:, 1 1 0 12 PERMIT FOR ADDITIONAL REQUIREMENTS FOR EROSION CONTROL AND SURFACE DRAINAGE. z 0 10.28 10.90 82 W5 10.17 10, 10 2 ,9.56 9.87 �0 10,50 10.11 110.58 16 10.14 _10- 11911 102 .. 10.02 10.8 7 0.12 1073 8 2 10.49 70 >% 0 30,75 -0 ulwh 4"S . ', I low i: 9 6'. 0 5.84 310-33 .42,' 10.62 (D > 009 1 -49.06 92 _N4 0 9,62 GIM V) CK3 (1) CL '9 5 10.02 9.76 a . 9.90 9.7'4 9.58 9.10 9.77 9,65 9.56 , 9.40-9%65 6" 9.66 9,76 9,79 9.88 o- q.58 q-57.1 0 0 0 -9.54 9.75 9.77 9,75 -.i�9-67 9.69 9,64 9.419.52 29.54 9,52 9,4i 9.45 E1.46 9'59 9.64 PAVING SPECIFICATION 9.17 9.54 9.33 019. 9.30 9,72 (MINIMUM 2-TOTAL COMPACTED ASPHALT THICKNESS) $,7o 1 11 .919 9.33 1.0 9Z The General Contractor shall provide McDonald's w/structurally& cosmetically sound driveway&parking areas according to the following specifications. All sub-base soil,fill&back-fill areas 9.83 9.78 9,69 9.68 9.66 9.67, 2 9.75 9,87 9.91) 10,04 shall be compacted until the upper one foot attains a density of at ATLANTIC BOUL 'V9 least 95%of the maximum modified Proctor dry density(ASTM D- (A-1-A & STATE ROAD 10 1557/AASHTO T-1 80). The base material shall consist of 6" z (RIGHT-OF-WAY WIDTH VARIES PER JACKSONVILLE EXPRESS34AY minimum compacted thickness crushed limerock(FDOT approved w/ 0 . 9.95 AUTHORITY RIGHT-OF-WAY. MAPS---�PROJECT-NO.'--72100-317 10-33 LBR=100)placed&compacted to 98%of the maximum modified (POSTED 35 MPH SPEED LIMIT) - z Proctor dry density(ASTM D-1557/AASHTO T-180). Alternatebase 0) 0 materials may be used upon recommendation of the soils engineer& _J 10-20 .110-29 10.51 approval of the McDonald's Project Manager. All asphalt shall be U_ 1814 -10.62 State of Florida specification Type S-1 modified w/a minimum tr - 48A _J A0=4 "Marshall Field Stability Test"of 1,250 lbs.&minimum compacted UJ J 41:t u wo AM 1_1 thickness of(2"). All testing shall be done by a company approved > z -'10.23 10-05 .10.03 by the McDonald's Project Manager;Said company shall be directly ad 0 _J W responsible to&shall consider McDonald's as its only client for 0 Ica W this project. The locations of all tests shall be selected by the a 0 10.24 10.04 9.90 9.86 McDonald's Project Manager.The sub-base shall be tested in four Z Z (4)locations for bearing value&compaction. The base shall be il� tested in four(4)locations for thickness&compaction. The 0 z asphalt shall be tested in four(4)locations for thickness,type& z C. < 9.95 9.86 9.80 9.76 9.70 9.66 9.66 9.61 9-55 9.52 9.52 9.49 9.50 9,59 stability. All the testing for each preceding material must be satis- 0 factory before each successive material is installed. McDonald's a C> shall be notified of the test results of all tests&re-tests. When 6 a test fails or when,in the opinion of the McDonald's Project Mgr. 8.94 8,86 Wor Construction Mgr,,the installation is unsatisfactory,remedial 9 1.4 60 9 17 12 9.", 9.24 00 9,12 testing Wor remedial corrective measures shall be done in accord- -9.80- .9,53 ,9.48 9.51 9,36 9.29 0,32 9.40 ance W their directives. All the above testing shall be done at the an "..9.79 ..9.75 %44 943 -9.29 9.48 General Contractors expense&shall be included in his/her C.S.S. 9,27 NOTE: McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT,PER ABOVE z SPECIFICATION,TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE,G.C.WILL BE CHARGED. _J < z z 0 U) WADE P.6Lt2EWSKI,P.E. 3 'U 1,03 U '0 0 0 ,,9 1104 "o 11"M 1-1-, 14 7. 65 �83 8 1,42 �. 8.12 S11 .96 9 124 10.0 0 URLFUSEI 916 9 171 977 1.14 1105, 1 1'1 "0 ��S 1"7 8 I b�o 10 86 1044630 59 1 103 0 E PFUTUR L 'OLAND '5 '0 17 3 0, McDONALDS PROJECT CODE: 009-0272 �7z 011)1 L- -12"MIN.18"STD, C6 STOP ZI 1-1/2" w 611 t 3/4" BEVEL STOP :'L�' g 2" 4" U C4 6 CU 0 RFACE MATERIAL C: HANDICAPPED w m PAVEMENT Q_ V-4" S U SYMBOL(TYP.) 3"GALV.STEEL FTP-25 ARKING BY BASE COURSE P (SOLID BLUE) R1-1 30"X 30" DISABLED U L PERMIT 2` 2" -A ONLY 4 1 4" 411 411 VERTICAL CONCRETE CURB 1-1/2" 12"MI N.T.S. 7i 2'OR M m 8"STD. m STOP SIGN DETAILS 4" N.T.S. R7-8A VAN 6"MIN. ACCESSIBLE 9"STD, 2' - - ----I L 84" C) CD $250.00 FINE 4" CN FTP-25 (TYP.) �_: CN 0- 0) (SEE DETAIL THIS SHEET) LU N W 6" Z';IN E Z U) 2i a C14 2"R. HANDICAPPED PARKING DETAIL 3"GALV.STL.POLE 6 C) '4 314"R. Z C) NOTES; 04 co 3"R. .0 a) NOTE: STALL ANGLE MAY VARY-SEE 0 0 = C) SIGNS FTP-25 AND R7-8A SHALL BE IN ACCORDANCE WITH U) LL SITE DIMENSION PLAN FOR DETAILS. F.D.O.T.INDEX NO. 17355 AND SHALL MEET THE REQUIREMENTS OF FLORIDA STATUTES 316.1955 AND 316-1956. -a (D SIGNS"$250.00 FINE"AND"R7-8A"PER LOCAL REQUIREMENTS. > 2 STANDARD CONCRETE CURB & T-4" HANDICAPPED SIGN DETAIL GUTTER N.T.S. N.T.S. ;0 co 0 8. 4* CONCRETE (D SLAB to 5' TRANSITION FROM LOW 1011 POINT OF GUTTER TO w SLOPE OF PAVEMENT. PLAN 6 1. PAVEMENT SLOPE TOOLED PLAN JOINTS 0 5' ---------------......... T-4" 21 5.75" 2'-0* (D 48' SPILL TYPE CURB & GUTTER _F 10 36" 36" 4" P.C. CONCRETE 2- SAND e AT SLOPE OF PAVEMENT Z SECTION A-A 0 M < <� <� 4 Z cy- MINIMUM 2500 P.S.I. N.T.S. 2" Cl. Eye Dolt CONCRETE REQUIRED 0,Q, See Index 201 N Cq C14 N LU 0" 0 Of NOIE5: (D C) C> (D GENERALNOTES R ��.6 0 Uj -'r LL a) CD 0) a5 tu to 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION Cn T. 1. 3/4"x4* PREMOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK. cn o CLASSTCON CRETE, AND HAVE A COMPRESSIVE STRENGHT OF 2500 PSI cm Zo 2. EXPANSION JOINTS MAXIMUM DISTANCE = 100'. USED 3/4"x4" PREMOLDED EXPANSION MATERIAL 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED a: (j a: b 3. CONTRACTION JOINTS MAXIMUM DISTANCE 21', SAW CUT 2* DEEP AND nLL WITH HOT E _j AT INTERVALS NOT TO EXCEED 10'-0" ON CENTERS FOR ALL CURBS. POURED SEALER. Z 2i C) 12- 4. SAW CUT JOINTS WITHIN 24 HOURS. #4 Bars (P (TYR) SECTION 12" Ctrs. -0 PAVEMENT MARKINGS CONCRETE SIDEWALK ID "0 TYPE C a) > N.T.S. 0 _�4 OPTIONAL POST tn 0 C Recommended Maximum Pipe Size: DETAIL 2 POSITIONS rn 0 CL 1,�-_ 0 a CL -j 200± < < 0 0 < PRINCIPLE POST 2'-0"Wall-18" Pipe V) 0 X F_ POSITION (CANTED 3'-1"Wall-24" Pipe Of 20' TOWARD FLOW) w P FILTER FABRIC 511 Q 21- 3-6- SILT FLOW CL X Cf) 0 LL SECTION (.4 - Uj C1 > FILTER FABRIC (IN U) %-I X _0 CO) Z < CONFORMANCE WITH LLJ SEC. 985 FDOT SPEC.) co U) ca L) POST (OPTIONS: 2"x4" 't U.) OR 2-1/2" MIN. DIA. p 6'MAX. 4_\LLL� Z WOOD, STEEL 1.33 Z LBS/FT. MIN.) TYPE C 0 311 Straight Bars 2"x T6 ill 311 0 Reticuline Bars 1T x T6 Bands 1-11lx 0 2 Approx. Weight 100 Lbs. L ELEVATION < 6 Z Z 0 4� a) TYPE III SILT FENCE Cq U) 7- FDOT INDEX NO. 102 F.D.O.T. TYPE 'C' INLET *ADE P.0 SKI,P.E. N.T.S. McDONALDS PROJECT 68 N.T.S. CODE: 009-0272 _L____ 4�an+v"o. Nvd �, / i - _� _-_- -_- ---------- -_______-_-- ______-__- ............... _________-___ CAST[RON SERVICE Bd LATERAL CLEAN-OUT BOX. (SEE NOTE 1) NEENAH C.I. FRAME AND LID MODEL R7514 OR EQUAL. Bo Bc/4 SET TOP OF VALVE BOX 18"SQUARE CONC.COLLAR (6"MIN.) TO FINISHED GRADE IN UNPAVED AREAS ONLY COMPACTED 6" CLEAN-OUT A #4 BARS ALL W/TRAFFIC PROPOSED ASPHALT PAVING SELECT COMPACTED po AROUND MATERIAL BACKFILL jz BEARING LID GAS TIGHT MANHOLE FRAME AND COVER FOR TRAFFIC DUTY ANTICIPATED. 20" Bc/4 MINIMUM DIAMETER (n U (4"MIN.) EXTENSION STEM WITH 2"SQ.WRENCH 4-1 WRENC,H NUT AND UPPER GUIDE REQ uj SCREW TYPE ADJUSTABLE HALL INLET 4"MINIMUM FOR MORE THAN 4'DEPTH.STEM S VALVE BOX W1 CAST BE PINNED IN PLACE. [RON COVER 6"45' BEND CONCRETE CLEANOUT� u OUTLET 4"MINIMUM BOX SHALL NOT REST ON VALVE OR 8"x Bc/2 CLEANOUT PIPE&,SHALL BE CENTERED ON NUT UNDISTURBED I I/ � Wx6"WYE Bc/4 SOIL -------- B cl VALVE (TYPE AS SPECIFIED) COMPACTED GRANULAR Bc/4 BEDDING MATERIAL lx\ BELL WATER MAIN CONCRETE CRADLE GRANULAR BEDDING 77 6"SANITARY SEWER SERVICE INFORCED FOR STANDARD CONC. CONC. FOUNDATION BLOCK BACKFILL METHOD A TRAFFIC ANTICIPATED THRUST BLOCK MIN.THICKNESS OF 3" C) TYPICAL CLEAN-OUT CD FOR ASPHALT FOR FULL WIDTH OF VALVE 04 ca VALVE & VALVE BOX DETAIL I_ LU LLJ I r- 1 TOP RE NOTES: 1. COVER TO BE MARKED "WATER", "SEWER" OR"NPW". 04 2. VALVES SHALL NOT BE LOCATED IN STREET CURBS. L) 0 = Bc COMPACTED BACKFILL SELF SEALING MANHOLE > z w 0 INLET AND OUTLET SHALL BE COVER 0- ly- COVER 6"THICK CONC PUMPER NOZZLE NOTE:HYDRA TO BE PAINTED FACING STREET 4 LIND FLANGE W1 m PAD(TYP) W1 DU NT 7744A OR EQUAL. 4"P G VALVE 0 (n GROUT AND SEAL TO 4" ICK DISCONNECT UJ ENSURE WATERTIGHT OPERATING NUT CONCRETE COLLAR IN UNPAVED AREAS ONLY T22"DIA.PRECAST Bc/2 (n FINISHED GRADE CHECK VAL UNDISTURBED TE 2 CLEANOUT MANHOLE ROAD SURFACE SEENO GRADE SOIL OUTLET MINIMUM SIDEWALK PIPE BELL 2"CLEANOUT _\\lW\ 0.6 Bc COMPACTED GRANULAR TOTAL BEDDING MATERIAL NORMAL TRENCH G3ANULAR BEDDING COMPACTED BACKFILL o TEE WITH WATER z CLEANOUT PLUG LEVEL 250 GALLON MINIMUM W/1/3 BACKFILL METHOD B TOTAL CAPACITY MAXIMUM J.TEE UNDISTURBED SOIL 30" MIN z Lo \_4"PIPE MIN. 8-1 N.T.S. MINIMUM 2/3 OF + WASTE OPENING TOTAL LIQUID (OR EQUAL TO 00 00 INLET) WATER MAIN CAPACITY U. M.J.GATE CRU ED STO VALVE 8 CU.FT.OF GRAVEL OR CRUSHED STONE 4"DR1 FM(MIN.) SECTION 5/8"GALV.TIE RODS FOR DRAIN SUMP STANDARD CONC. EACH SIDE(MIN.2 THRUST BLOCK PER CONN.PIECE) Lu G.T. SIZE DIM. "A" COL. ASSEMBLY TO B NCLOSED WITHIN PRECAST NCRETE 500 GALLON 6-2" FIRE H RANT SETTI G C4 SURFACE REPLACEMENT TO BE CONSISTENT -—---------- CD BOX W/H-20 T FIC LOADING COVER OR TYPE" W/EXISTING MATERIAL AND OF EQUAL 750 GALLON N.T.S. MANHOLE WIT FRAME&COVER. THICKNESS 1000 GALLON 8-Z' NOTES: 1200 GALLON T-9" 1.FIRE HYDRANTTO BE LOCATED 4-TO 8' ROM EDGE OF PAVEMENT IN BETWEEN THE CURB D SIDEWALK. TRENCH WIDTH(W)+4' 1500 GALLON 2. IN ORDERTO KEEP PLACEMENT OFF E HYDRANT BETWEEN CURB AND SIDEWALK,CONTRA OR MAY NEED 6 PRI E PUMP OUT EXIST CONCRETE ------- ADDITIONAL FITTINGS SUCH AS EL WS,ETC.FROM THE MAIN TO THE HYDRANT. <1 <1 <� z SURFACE REPLACEMENT SURFA'CE STRUCTURAL DESIGN OF GREASE TRAP TO BE IN ACCORDANCE WITH CHAPTER 100-9 OF THE 3.VALVE BOX SHALL BE SCREWT E ADJUSTABLE AND COVER SHALL BE MARKED:WATER. DE IL Af?SEMBLY FLORIDA REPRESENTATIVE CODES. 4. FIRE HYDRANTS CANNOT BE L ATED WITHIN THE RADIUS OF STREET CORNERS. (w) E3CrERIOR GREASE TRAP TRENCH MATERIAL TO BE WIDTH SAME AS EXIST. BASE N.T.S. (D d TRENCH WALL m cp SURFACE TOBE UTILITY PIPE MECHANICALLY STREET REDUCED P SSURE DEVICE SAW CUT 12" VARIES 12" TOP OF PAVEMENT AVG GRID SURFACE SCHEDUL 0 GALVANIZED PIPE PIPE AND FI NGS, OR SCHEDULE UNION UNION > 80 PVC PIPE A FITTINGS > 2 BACKFILL METHOD C FOR CONCRETE VARIES PRO RTY LINE N.T.S. VARIABLE TO BE DETERMINED FOR EXIST. PIPE BY ENGINEER IN FIELD EXCEEDING T-0"DEPTH METER BOX AND LID TO BIE FLUSH WITH 6" PVC SEND FINISHED GRADE 12"TO 30" FINISHE ABOVE FILL LO R GRADE a ILL Lo NOTES: CURB 4"TO 6" GRADE QUAD NT KOR-N-SLAL 1. BACKFILL SHALL BE IN ACCORDANCE WITH SECTION 125-8 RESILIENT CONNECTOR A-LOK OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND NON-SHRINK SH K X�/ RESILIENT BRIDGE CONSTRUCTION,LATEST EDITION GROUT G UT METER CONNECTOR LID 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS,ROLLED > 1 AND TAMPED TO SPECIFIED DENSITY FOR BACKFILL. CURB STOP 3; z (LOCKING TYIPE) LL PV OR DIP PVC OR DIP in LL 0 MIN SLOPE 114 BEDDING AND TRENCHING NOTES PER FOOT SDR 9 POLY SAND CUSHION MIN. METER > Bd=TRENCH WIDTH AT TOP OF PIPE 0 w MIN, Bc=MAX. DIM, OF BELL+8"(UNSHEETED TRENCH) NOTE MAX.DIM.OF BELL+ 12"(SHEETED TRENCH) EXIST PIPE CORP. 1. A POSITIVE D LECTRIC CONNECTION SHALL BE MADE BETWEEN 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE STOP DOUBLE STRAP SADDLE ALL GALVAN111 AND BRASS COMPONENTS. AS REQUIRED TO REACH SUITABLE FOUNDATION FOR NOW NOTE: 2. METERSHALLB NSTALLED BETWEEN SIDEWALK AND CURB WHERE uu z z TYPICAL CONNECTION ALTERNATE CONNECTION CUSHIONING MATERIAL, DEPTH SHALL BE 6"BELOW BOTTOM ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS WATER MAIN APPLICABLE,ORA PROPERTY LINE AND IN NO CASE SHALLIT BE 0 OF UTILITY. AT CONFLICTS WITH EXISTING UTILITIES. INSTALLED IN SIDE LK OR OTHER PAVED AREAS. 3. SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF 3. USE PRIMER SUITED BASE MATERIALS. FINISH WITH TWO COATS NOTES: REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL OF FOREST GREEN EX RIOR ENAMEL, 1. PENETRATION$INTO EXISTING ANHOLES SHALL BE RE BORED. REMOVAL WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL 4. ON NEW INSTALLATIONS, HE BACKFLOW PREVENTION DEVICE SHALL BE CUT OFF A MININIMUM OF 12"ABOVE TOP OF PIPE,OR BE TESTED ACCORDING T EMINOLE COUNTY REQUIREMENTS BEFORE 2. DROP MANHOLES SHALL BE EQUIRED WHENEVER AN I LUENT SEWER LINE ENTERS A MANHOLE HIGHER AS AUTHORIZED BY ENGINEER,AND LEFT IN PLACE, THE METER INSTALLATION N BE APPROVED FOR USE. 24 INCHES OR MORE ABO THE MAIN INVERT FLOW LINE. IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER 6 INCH PVC HOUSE THAN 30"BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED, BRACING SHALL BE PROVIDED AS REQUIRED. 4. PROTECTIVE CONCRETE SLABS ARE REQUIRED WHENEVER LATERAL CONNECTION S NDARD MANH LE DEPTH OF COVER IS LESS THAN 36". 3/49 1 /2" & 2" WATER ETER & 5. BACKFILL TO BE COMPACTED TO 98% DENSITY OF AASHTO (OVER CONFLI C NNECTION DETA S T-1 80 MODIFIED PROCTOR IN AREAS TO BE PAVED AND 95% N.T.S. BACKFLOW PREVENTE IN OTHERS. COMMERCIAL, INDUSTRIAL, AND MULTI-FAMILY SERVICES z P.OLSZEWSKI,P.E. McDONALDS PROJECT 5 068 CODE: 009-0272 U 35 A / \ __-t' 6-4v > 44 IN Ze 24 GA. GALV. METAL FLASHING T11 a C3 GRAVEL STOP (PAINTED) CONCRETE FILLED LINTEL 20 YR. BONDABLE BUILT UP ROOF Q BLOCK W/2 # 5 CONT. NOTE-,LEAVE NOTCH IN FOUNDATION 9 WALL TO ALLOW FOR BLOCK �4 1/2- EXTERIOR PLYWOOD �-4 ch AT RAMP SECTION c� 6"DIA.CONCRETE FILLED m :::�/2 s ON EDGE 016" O.C. MIN. STEEL POST X6' 2" DIA. ANCHOR BOLT @10'-0" O.C. 2X6 PLATE ` DOUBLE 2X6 PLATE 2Xl 0 FACE OF 2X8 WALL STUCCO BRICK OR SMOOTH lX12 ROUGH SAWN (STAIN) TO MATCH BLDG. WALL FINISH C? PRECAST CONCRETE LINTEL, MORTAR FILLED (2) #4X5'-4" L. 6 R LEVEL 5'-9. DEPRESS 5'.9. __LCLEA LANDING AREA AREAOF c\l APPROACH OF CURB HEIGHT (D TO ENTRY DOOR TRANSITION TO TO 114' TRANSITION TO U) FULL HEIGHT CURB ACROSS LENGTH FULL HEIGHT CURB c:) —j OF RAMP ENTRY 2x6 BLOCKIN 04 GRADE (60-MIN-) < 8" CONC. BLOCK W/HORIZONTAL z Lij REINF. EVERY OTHER COURSE o cn 0) a -co CN 0 a- -d -r H Av' z U) ELEVATION Er POURED CONCRETE 0 r c:) 0 z �i 0 c:) BASE W C) r a CL IS 0 '00 (a 0 T U) z: 1 7:1 u) LL BUILDING WALL BEYOND C3 (D > ce w 0- 1 #5 CONT. FOOTING TO LINTEL 0 z L- Z r uj N n-l—HOL OW M R CL z 0 ---------- z 1 : 12 EDGE OF RAMP MAX SLOPE AT 1/4'/PER FOOT MAX SLOPE z 00 LLJ 1 : 12 SLOPE UP FROM =f=N! —];LEE GUARD POST < E:1---, 0 DETECTABLE WARNING SURFACE (N.T.S.) E REQUIRED ON RAMP 00 PER ADA SPECIFICATIONS GRADE R r PLAN VIEW 7111 c: 0 0 HANDICAP ACCESS RAMP > (N.T.S.) W -A 1OXIO CONT. FOOTNG ADE W/2 #5 CONT. W/#4 GR TIES 0 4' O.C. TYPICAL WALL SECTION E (N.T.S.) b e 'TRASH ENCLOSURE STORAGE SHED SEE DETAIL 1 13'-1 5/8" (N.T.S.) GIR F.S TO BE COVERED WITH PLAIN PL GIL a HASP AND 0 KEEPER z (TYP) N C\l C\l CANE 1 3/16- 4- 0 (D C) IL" L BOLT WALL 3/4- CD 63 C�F) 7 0 UD 6"GUARD PO a: d c� (2 REQU )ST E _j 1�6 -j a: CM3 co cc IRED) 7\ GlMl R Gi M I 3o'_0 EXTERIOR 4 9 1,4'"6"" .7' 2 -0 CD CL FIN.SLAB SECTION A W -0 (D c -32- 2) 16X30 7 CON RUCTION NOTE CL .c- I 'UD Cc) 10 PANEL TO BE REMOVED BY CONTRACTOR REFUSP 3/4",tTUs----o < x FOR EASE OF FINISH PAINTING BEHIND PANEL; THEN BOLT PANEL TO GATE NTH 12" 4'-0" DEEP STOVE BOLT HEAD FACING OUT CON FOOTING 6'-0 3/4- 0 0 6'-0 3/4" . 7 1 1/2' 7 cn Ln �2 13'-4 MASONRY OPENING Wl�l 0 16 1 3/16- 5 13/16- ,�REEZE PROOF HOSE BIBB 0 0 q -a 0 24" A.F.F. or (D POLE cu U. 0 ANCHOR BOLT co 3" x 3" x 11 GA. TUBE A 4�- DOUBLE NUT 1" 0 E30LT 10 a .11 . . > GROUT NPG�� C\j .4. J z 'Amlwffi� PLAIN PLATE COVERI --- ROD Cl 2 1/2" 0 w N CONDUIT —CONC. FOUND. ca lcm ANCHOR BOLT 22'x 25& 6 3 PROJECTION is — PROJECTION GRADE q d'0N C P E 0 6x6 MV (40dQ .S.I. CONC) ANE BOLT GATE GATE bi iio GRADE 8 VIZ 15 6'- ELECTRICAL PER LOCAL CODE Z 1 1/16- L4 (6- LEAD FOR 2' & 4' POLES ALL THREADED PORTIONS OF W TURN"Dom 6N AND 8' LEAD FOR 6' POLE ANCH. BOLTS TO BE 13*-4 1 SLAB EDGES ABOVE GRADE REQ'D.) ABOVE CONC. BASE BOLT PATTERN �& BASE PLATE BY OTHERS DETAIL — I CANE BOLT (4) 1/2" DIA. x 12" LG. ANCHOR BOLT OUTSIDE 0 DOUBLE NUT & WASHER i� FLAG POLE REFUSE ENCLOSURE (N.T.S.) z 70-5A SIGN BASE BASE DETAIL REFUSE ENLOSURE GATES (N.T.S.) 6 z 0 —c cli U) WADE P.OLSZEWSKI,P.E. :t= TAT RAMP SECI SLOPF E Gr 0 AT'/4 /LPER McDONALDS PROJECT 54068 CODE: 009-0272 Ll 35 la'v'. IsWd- SPREAD LANEWNIE NOMED 4_1 TREE PROTECTION NOTES 1. The landscape Contractor shall be responsible for all materials and oil work as called for on the 1. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES. IT SHALL BE UNLAWFUL TO REMOVE L�andscape Plans and in the Landscape Specifications. In the event of variation between cl �e 5-7 HEALTHY FRONDS t�o VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, qluantities shown on plant list and the plans, the plans shall control. The Landscape Contractor i:j MINIMUM. TIE FRONDS WITH BIODEGRADABLE TWINE. HEAD MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE MINIMUM SETBACK OF A TREE TO REMAIN shall verify all quantities and report any discrepancies at the time of bidding. TO REMAIN TIED UNTIL PALM ON SITE UNLESS OTHERWISE APPROVED BY THE CITY. 2. The Landscape Contractor shall review arch itectural/engineering plans and become thoroughly PUSHES IT OPEN. familiar with surface and subsurface utilities. (Z 2. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION (NAA) 3. Every possible safeguard shall be token to protect building surfaces, equipment and furnishings. Z. 4 "t tl 0 5 LAYERS OF BURLAP PRUNING STANDARDS. The Landscape Contractor shall be responsible for any damage or injury to person or property which may occur as a result of negligence in the execution of the work. Cj 3. ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORIGINATING FROM A lz� 5-2X4X16 WOOD BATTENS PROTECTED TREE, SHALL BE SEVERED CLEAN AT THE LIMITS OF THE PRESERVED AREA INDICATED ON 4. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with ;I t�o SECURE BATTENS WITH 2-3/4- W4 Z4 �4 C-0 U THE PLAN. the irrigation work to assure availability and proper location of irrigation items and plants. STEEL BANDS TO SECURE BATTENS STEEL BAND DURING PLANTING PROCESS 4. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO MINIMIZE ROOT DISTURBANCE TO EXISTING TREES 5. All planting shall be performed by personnel familiar with planting procedure ond under the BASE OF TREE SHALL BE PLANTEP) 4" ABOVE DO NOT NAIL BATTENS TO PALM TOE NAIL siupervision of a qualified planting foreman. C; TRUNK. HEIGHT OF BATTENS AND OTHER VEGETATION TO BE RETAINED. ADJACENT FINISH GRADE. 6. All plant material shall be graded Florida No. 1 or better as outlined under Grades and Standards t SHALL BE LOCATED IN RELATION _J REMOVE ALL TWINE & STRAPS & CUT BURLAP TO THE HEIGHT or THE PALM. for Nursery Plants, Part I and 11. published by the norido Department of Agriculture and FROM TOP ONE-THIRD OF ROOTBALL. NO 7. l?W8s1_1ffiZrs&prei9Rhitect or Owner shall have the right, at any stage of the operations, to reject o SYNTHETIC BURLAP WILL BE ACCEPTED ainy and all work and materials which, in his opinion, do not meet with the requirements of these >La 8. Om !�e_ ngsk%qomerwise specified. the Landscape Contractor's work shall conform to accepted A-1 3- MULCH COVER (TYP) 3-2X4 WOOD BRACES STAKED WITH A => 2X4X24" STAKE PAD BURIED 3" BELOW h,orticultural practices cis used in the trade. a:: 4" SOIL SAUCER GRADE. 9, The minimum acceptable size of all plants, measured after pruning, with branches in normal I-l-_ p-ositions, shall conform to the measurements specified on the plant list or as indicated on the WM DIAMETER OF TREE PIT TO BE TWE THE I ld2"-2" SHREDDED CYPRESS MULCH londscape drawing. Height and spread dimensions refer to main body of the plant and not I < DIAMETER OF ROOT BALL AV ID CONTACT WITH TRUNK U.1 extreme branch tip to tip. The caliper of tree trunks is to be token one foot above the ground _J W ROUGHEN SIDES OF TREE PIT 13:c SOD 30 4" OF SAND PLACED ON BACKFILL 10. OAts shall be protected upon arrival at the site, by being thoroughly watered and properly 11. KIPWRV$A�461082%bavated to size and depth in accordance with the USDA Standard for C14 IL111. FINISHED GRADE CL 2X4 HORIZONTAL p1lonting soil. The Lo.ndsco e Contractor shall test fill all tree.pits with water before planting to >< N MEMBER W/ OPTIONAL p _J NET FENCE FABRIC 4X4 POST SPACED 12. "guL%n9j"6We4tZWf[%t8prgR6q�i% �%8$WWIS- for proper watering of all plants. All plants shall be : A MAXIMUM OF 6' 04 PULVERIZED SOIL BACKFILL APART thoroughly watered at time of planting and kept adequately watered until time of acceptance. It T_ I shall be the Landscape Contractor's responsibility to assure that plants are not over watered. LU t UNDISTURBED SUBGRADE PLANT SO THAT TOP OF ROOT BALL 13. It: shall be the Landscape Contractor's responsibility to prevent plants from falling or being blown 04 IS EVEN WITH THE FINISHED GRADE PULVERIZED SOIL BACKFILL 6 C) olver. to restraighten and replant all plants which lean or fall and to replace all plants which are AFTER SETTLEMENT, APPROX. 1" AVE dlamaged due to lack of proper guying or staking. The Landscape Contractor shall be legally liable (D i6 Z =�11 11111HEH r FINISHED GRADE AT TIME OF PLANTING. ALL ROOT BALL COVERING for any damage caused by instability of any plant material. _FU M �o W P X BAI I DIA. MATERIALS SHALL BE COMPLETELY 0 0 = BEFORE PLANTING 14. Aill trees and all palms shall be guyed or stoked or braced. The Landscape Contractor shall U) LL dietermine which small or multi-trunk trees need to be guyed and stoked to maintain plumb. _0 Staking of trees and shrubs, if required, shall be done as per staking and guying detail prepared 0) b:y the Landscape Architect. It shall be the responsibility of the Landscape Contractor to remove > 2 g8riod. L_ 15. P%h�M413W96pW�W 081.'3901A Ate 'aft n?e pel0,"Osh"ot be cause for additional MULTI TRUNK TREE PLANTING DETAIL PALM STAKING DETAIL 9USF6 CL TREE PROTECTION DETAIL expense to the Owner, but shall be the responsibility of the Landscape Contractor. Damaged NTS N.T.S. p1lants shall be replaced by the Landscape Contractor at no additional cost to the Owner. NTS 16. Siod shall be certified to be free of the Imported fire ont. Sod shall have a clean growth of occeptable gross, reasonably free of weeds with not less than 1 1/2" of soil firmly adhering to roots. It shall be the responsibility of the Landscape Contractor to measure and determine the 8.07 7,07 7.22 exact amount required. This amount shall be verified with the Owner or Landscape Architect 7.28 7.54 7,72 7.83 7.90 799 8.24 6,33 7.63 7.45 7,31 eaAWNIftn tractor shall insure adequate vertical drainage in all plant beds, planters, and 17. "PIL STURDIVANT DRIVE sod areas. Vertical drilling through any compacted fill to native soil shall be accomplished to insure drainage. If well drained fill is necessary to assure positive drainage, this issue shall be (LAKEVIEW AVENUE BY PLAT) (50* RIGHT-OF-wAY PERPLAT) B-34 8.43 8.51 8.54 h&6%18FcwaIRR1[96t1ficRt hiknOoK 121WRiot interrupt established or projected T84 7.8-1 7.89 7.93 8,01 8,li 8.20 8.27 18. %%,,06NAU�% t 'I'll F 19 UZI newd p a t t e r scapeV6ntractor shall prune, shape and remove dead foliage/limbs from existing plant Material to remain. Confirm with the Landscape Architect or Owner the extent of work required at 42 20. 091Ehof bid�ggplant beds shall be top dressed with 3* shredded hardwood mulch (or approved 7-1 :sa �:��i'834�',- -- 8.29 I F 7.69 7.78 7.8 7,87 all 3 13, a- 5 8.1 21. TA§Ml�lanted Material - The Landscape Contractor shall be responsible for determining and PLAN 11 7,50655 T83 8.02 7.98 8,10 elvaluating which plant materials are suitable for transplanting and shall verify this with the 7.63 �q',141.= IF 0 7.96 ",-9&, L landscape Architect or Owner. The Landscape Contractor shall take all reasonable, horticulturally U) 7,42 8.30'\ occeptable measures to assure the successful transplanting of determined plant materials. The 8.42 8.70 879 > 1�% 9, 96 8 30 97 L(andscape Contractor shall be responsible for replacing any relocated plant materials which die if (D -PLY RUBBER HOSE 8" 2 26 4 ' siuch measures ore not taken, as determined by the Landscape Architect or Owner. Replacement DOUBLE STRAND 12 GAUGE WIRE 8,52 ------COVERED W/2-PLY RUBBER HOSE Ar 22. rAfti*ANCE: PAINTED FLUORESCENT ORANGE 910-- 883 Go.. ta_. 9.14 9.CA Maintenance shall commence after each plant is planted and the maintenance period shall 99 96 ?;12 continue until the job or specific phase of the job is accepted by the Landscape Architect or 1 0 WHITE FLAGGING (TYP.) 46, 9,2 9. Owner. Extreme care shall be taken to instruct the Owner or his representatives in general �F 9,2 SOD 2 include watering, pruning, weeding, cultivating, mulching, tightening, and 9.16 repairing of guys, replacement of sick or dead plants, resetting plants to proper grades or 7 3INCHES MULCH upright positions and restoration of the planting saucer and all other core needed for proper too 4 INCH DEEP SAUCER 9.28 I!%V4%iRWAVhce period and up to the dote of final acceptance, the Landscape 8.95 S D Contractor shall do all seasonal spraying and/or dusting of trees and shrubs. Upon completion 8' STEEL TEE POST 9,9-215 9.649J,% of all planting, an inspection for acceptance of work will be held. The Landscape Contractor §_03 BACKFILL MIX 9.42 2�4 ,,'o 9,48 shall notify the Landscape Architect or Owner for scheduling of the inspection 10 days prior to ;3 QV - 8' STEEL TEE POST �1etR@tWJA@tV fNeinspection, if all of the materials are acceptable, a written notice will be �9.04 IN 10-33 1 l?3 given by the Landscape Architect or Owner to the Landscape Contractor Stating the date when 9., . 9.51 UNDISTURBED SUBSOIL Dag _iv- - All! 9-06 9.62 40 WkAdRIONT: co �p REMOVE BURLAP & ROPE 64 3� All plant materials shall be guaranteed for one (1) year from the time of final inspection and 2 FROM TOP 1/3 OF THE BALL 11,13' 81, 9,08 ��,23_ 9.77 interim acceptance shall be alive and in satisfactory growth for each specific kind of plant at I TY )ftetRgd iod.iod, any plant required under this contract that is dead or 9.60 per 9.14 A JAetRya6%Wqeger* 0 not in satisfactory growt h. as determined by the Owner or the Landscape Architect, shall be Z �;i]10.6V <� <� <1 <1 1 0 -729-80 removed and replaced. Replacement plants shall have an extended guarantee, as noted above, . 9-90 9 ,3 Vin time of r..exlacefngnt 9,64 rep acement sho I e 'planted of the some kind and size as a) NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 0.46 specified on the plant list. They shall be the responsibility of the CD A 2 9.80 (D (D (D CD Landscape Contractor. 0) 0) 0) 0) S C11 (D CD CD LI 10.86 10, 63 6' 9.67 11-13, 1 ?0 EDGE OF PAVEMENT OR CURB �9.21 0 0 0 10 20 40 TREE PLANTING 10 2910 40 kA '10,99 WD �.29 125 SCALE: 1"= 20' Cn N.T.S. 66 XISTING E X 9.74 ri (a 20 1A 10.02 0,30 LVG C3 1�% TREE TO BE Z iE Y_ :�i �e VO 1 1 0.62 en IF SHRUB IS B & B, THEN REMOVE 7 . 11 4fe Y.; REMOVED t-i 9,34 011. y X BURLAP & ROPE FROM TOP 1/3 OF 9.81 9.9'fYP 9.73 (n 10,42 BALL 9-3 - 11,10 11,10 .04 9,41 10-35 1 03 MINIMUM 2" MULCH tOD 3 9,59 GRASS 10-.3's "--19 5-2 "1093 -,6.64 -0 >1 .0 _0 WP FUTURE\ _..0- < _0 9,49 9.85 SOIL BERM PtMLAND '1171 A A 41) 10.95 [65- 0 MINIMUM 12" DEPTH OF PLANTING SOIL '�J 0.43 10 9,59 'l;9_98 EDGE OF BEDUNE 0 CU (D CL IN GROUNDCOVER PLANTINO BEDS 0 EXIST. F.F.E. 11.22 '66 N& (D 7) 0 0 0 < 3 J!� 9,87 10.97 10.93 9,87 11-03 "1% 3 INCHES MULCH SEE LANDSCAPE W 11.24 1100 -I,_:� 10 NOTES FOR TYPE OF MULCH 19.53 9 90 1 :, 1124 .89 NOTE: LOCATE PLANTS IN A TRIANGULAR PATTERN 0 1- 0. 9 5 9.88 �85 L 9 11,09 1102 10, AS SHOWN, SPACED EQUIDISTANT FROM EACH 1 60 OTHER (AT SPACING SPECIFIED IN THE PLANT LIST). 3 CL 11.10 ii, 0.42 CL SOD 10 B6 9.96 11.03 9.84 (y) N%I^ 3FIM6 11,09 SHRUBZGROUNDCOVER SPACING PLAN N.T.S. IN- -K 9.79 7 W;l,-_-F TREE /7 /0 1=3 PLANTING SOIL MIXED PER SPECIFICATIONS 11.25 Z PROTECTION UNDISTURBED SUBSOIL Wo. 11.20 11,16 0 FENCE TYP.: 11,16 5 lk. Ilk 18 11.07 11.09 86 0'.0- a. 0 PROVIDE MINIMUM PIT CLEARANCE , le,- .47 L------- _J LVG -- ----- --- W W "11 AROUND ROOT BALL OF 6" SIDES AND SOD ii 10,24 1 VEHICULAR USE AREA 1).82- ,R i 30 41 a. 0 BOTTOM. �ISTING 7 !03 TREE TO VU A KEY MAP _J 1.02 2 RI LL SHRUB AND GROUNDCOVER PLANTING DETAIL 2 on TOTAL PAVED AREA: 25,869 SF L) 9 9MAIN p�7 0- 10-18 10'21034 LI 10.95 10.1 9 0 2 REQUIRED GREEN AREA: 2.586 SF (110%) 2� 10,90 0 0,90 C) NTS 60 PROVIDED GREEN AREA: 2,591 SF (10%) 1 7, 10.2 2 D �0 Z BUFFER SCHEDULE b-87 LI 108 C it 16 VR �O 58 " �0- (1WW OD 2 PROPERTY OF BUFFER BUFFER -ANDSCAPING "A E 5100 4 .6- 2 LANDSCAPING 10,0 914102 10. _J 6 BOUNDARY 8NEAR WIDTH WIDTH REQ. BY PROADED �2; 0,1 FEET REQ. PROV. 'ODE 10.11 076 10-09 10.��, , 3 > S_0D 10.62. PLMT MT NINITH-STIMW DRIVE 225 LF XX FT. 5 FT. 584 _W4 5 �J), 11 '0 92 ffff?ff 4.5/100 LF 7 7 CANOPY TREES SHADE TREE 7 SYM. QTY. BOTANICAL NAME COMMON NAME DESCRIPTION 10.02 9.76 9-P UNDERSTORY TREE 5.5/100 LF 9 3 UNDERSTORY TREES_ \"%�76 .5URUfl$/ GRQ�LND MYER -1/2'-3' T. 9,66 TR�ES CONT- 1 36" HT. CON .4�0 70 3.*7 WINS 9-56 9 LU BERM V-2-112' 9.49 9,52 9,59 0.64 QV 6 QUERCUS VIRGINIJANA LIVE OAK 6" CAL., 18'-20" HT. 10' SPREAD -52 19.54., 9.515 9,69. J 9-54 ..933 LI 12 LAGERSTROEMIA IINDICA CRAPE MYRTLE 1-1/2" CAL., 10' HT., MULTI-STEM, 3-5 STE S EW- RM MOTEL 200 LF XX FT. 7 FT, 9.64 929 19,30 OL.49 , . . li . i. � 919 WP 6 WASHINGTONIA RIOBUSTA WASHINGTON PALM 12' CLEAR TRUNK TYPICAL 3_4. . . . . . 9.rip .71? . LF - A 11 CANOPY -TREES SHADE TREE ; 4936 0 UNDERSTORY TREE 0 UNDERSIMY JEEES - tt. TR TREE TO BE REMOVED SHRUBE:�OUND COVER CONTINUOUS - PERM N/A SHRUBS AND GROUNDCOVER SOUTH-ATLMN XX FT. 17 FT. 1 978 9,72 .-.9,69 9.68 9-66 9.67 2 9.75 19,96 9.87 9.99 0 IF 65 IWCIUM FLORIDAINUM FLORIDA ANISE 3 GAL., 3' MIN. HT., 30" O.C. SHADE TREE BLVD 225 LF 1 30 F ATLANTI -VAR 0 Vo 20 VIBURNUM ODARRITISSIMUM SWEET VIBURNUM 3 GAL., 24" MIN. HT., 30" O.C. cla C BOULr < 3 CANOPY TREES 0 UNDERSTORY TREE 30 LF 12 11 DERSTORY TREES (A-1-A & STATE ROAD 10 RI 65 RHAPIOLEPIS INDIICA INDIAN HAWTHORN 3 CAL., 12-15" HT., 24" O.C. SuRmaZ OMUD CQYER N/A (RIGHT-OF-WAY WIDTH VARIES PER JACKSONI LE EXPRESS,�AY LVG 164 LIRIOPE MUSCARI 'VARIEGATA' VARIEGATED LIRIOPE 1 GAL, FULL, 12" HT., 6-8 PPP, 24" O.C. Z _ L 1^ �n4l�n 74-70 BERM N/A .1-0 SOD BY STENOTAPHRUM 5ECUNDATUM ST. AUGUSTINE GRASS SOLID SOD, CONTRACTOR TO VERIFY QTY. (1) CONTR. WEST-DOM BUSNM 200 LF XX FT. 14 FT. NOTE: (1) SHADE TREE 1 30 LF = 8 6 CANOPY TREES IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIWE OF CONSTRUCTION. CONTRACTOR MAY REPLACE SPECIFIED UNDERST_QRY EE 2 30 LF = 16 0 UNDERSTORY TREES PLANTS WITH PLANTS APPROVED BY LANDSCAPE ARCHITECT AND CITY STAFF. W SHRUBSZ GROU D. COYER N4A KENNETH L.STEEVES,RLA DEEbd I N/A 331 02 02 ,�� 2 TITLE & 4174 E50 ' 5 5LJ � LEDINr--:T 5ITE 435. ATL NTIC E3LVED / JAC<5CNVILLE / FLCfRIEDA 0'.— nnn' ') C) ".; 2'. Cit Of Atlan -3each Id ST / eITE #ff 00 '�) � 0272 tic E U1 ing and Zoning S ER), Atlantic L3 Be ch Ha rtley + PurdyArchi Lecture , I. nc 0 0 0 0 10 10 0 0 0 0 0 0 0 0 0 40 0 40 0 0 0 0 0 0 40 0 40 0 0 0 0 0 0 0 0 0 40 41 0 0 40 0 40 0 0 0 0 0 0 0 1101 0 0 0 0 Is 0 0 is 0 0 0 0 0 0 0 0 0 0 0 0 40 0 40 1101 0 4b fb 0 0 0 0 0 0 10 0 0 40 0 0 0 0 40 0 0 0 0. 0 0 0 0 40 0 0 0 40 0 0 A PROIED JT�(P ""t4TIC BEACH C R ATLA 1711 North Himes Avenue, Suite 3 , Tampa, Florida 33,607, Ph 813/353-0035 Fax 813/353-4350 Website: www.hartleypurdy.com uILI)ING OFFICE 1 2002 4-107 W- G�ANDNT` 5LVD / SUITE S lirof Mantle.B Pbwft Old?"Ing Npartnont Vft oppmd verfte oompffance with applicable zoning IvIsion and other local land ,owntbrd deve egulations, but does not constitute '3 aDproval for the Issuance of permits. Compliance vilfh Florida Building Code and all other applicable local, State and Federal perm Itting requirements must be verified by signature of the C Beach Building Official prior 10 ft 6*0=41fte Building Per Approved B 5 0�-ny L)ate L IN �DE �IANN /5ENTZON -375 EAST HIG;HLUA�'� 50 AUG 2 3 ZCWZ CLEfR�IONT f=L0fR1 [:)A ( 352 ) 242 - 0100 2 , 2 0 2 FLORIDA 5ULDING COIDE IDATA INDEX OF DfRAWING5 GiENER,4L NOTE & 11DENTIFICATIO .;,L,'E ENI�).'� 1. ALL WORK SHALL CONFORM WITH TWF_ LATEST ADOPTED EDITIONS OF THE FLORIDA BUILDING CODE 2001, ROOM IDENTIFICATION ROOM NAME FLOOR LEVEL CLASSIFICATION BY OCCUPANCY- A88EMBLY GROUP A-2 AFC�41TECTUfRAL FLORIDA PLUM51NG COPE 2001, FLORIDA MECHANICAL CODE 2001, THE FLORIDA ELECTRIC CODE 2001, ROOM NUMBER FLORIDA ACCESSIBILITY CODE 2001 4 ALL OTHER APPLICABLE LOCAL, STATE, 4 FEDERAL CODES 4 mixm> OCCUPANCY NO SEPARATION BY OCCUPANC*t NONE Ca COVER SHEET ORDINANCES 4 ALL AUTHORITIES WAVING LOCAL JURISDICTION. 2� . DRAWING NUMBER TYPE OF: CONSTRUCTION ARI ARCHITECTURAL REFERENCE SHEET 2. THESE CONSTRUCTION DOCUMENTS WAVE BEEN PREPARED FROM THEE MOST COMPLETE INFORMATION DRAWING IDENTIFICATION sPEEt NUM55FR AR2 ARCHITECTURAL REFERENCE SHEET AVAILABLE TO THE ARCHITECT. ALL DATA ON EXISTING CONSTRUCTION CONDITIONS ARE APPROXIMATE P`ROTECTED HR UNPROTECTED V AO DUMPSTER ENCLOSURE PLAN 4 SECTIONS 4 SHALL BE VERIFIED PRIOR TO COMMENCING ANY WORK. A] FLOOR PLAN 4 GENERAL NOTES SPRINKLERS El YES 0 No 3, IT SHALL BE THE SU15CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD.INSPECT THE J015 SITE INTERIOR/CASEWORK ELEVATION AL DRAWING NUME3SR A2 ELEVATIONS cn PRIOR TO SUBMITTING HIS BID. THE INSPECTION 15 REQUIRED 60 THAT THE CONTRACTOR SHALL BE IDENTIFICATION 2-A4 INDICATION OF DIRECTION A2A ELEVATION$ TOTALLY FAMILIAR W1 THE EXISTING CONDITIONS 4 THEIR INTERFACE W1 THE NEW CONSTRUCTION AS SHEET NUMBER A3 WALL SECTIONS 4 DETAILS DEFINED IN THESE CONSTRUCTION DOCUMENTS. DRAWING NUM.SER BUILDING VARIABLES REQUIRED 4 ALLOWED PROVIDED A4 WALL SECTIONS 4 DETAILS 4. THE SUBCONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE W1 THE LATEST EDITION OF THE SECTION CUT INDICATION INDICATION OF DIRECTION BUILDING HEIGHT 4 A5 WALL SECTIONS 4 DETAILS GENERAL CONDITIONS OF: THE CONTRACT, AIA DOCUMENT A201. A COPY OF THIS DOCUMENT 10 SHEET NUMBER HEIGHT INCREASES A& DETAILS AVAILABLE is THE CONTRACTORS OFFICE UPON REQUEST. NUMBER OF STORIES 2 1 Al SCHEDULES 4 DETAILS DRAWING NUMBER - As LARGE SCALE RESTROOM PLAN, 5ACK-UP 5. ANY ADJUSTMENT TO THE CONSTRUCTION CONTRACT, ADDITIONS, DELETIONS OR CHANGE ORDERS, r_3 < SHALL BE APPROVED BY THE OWNER, GENERAL CONTRACTOR 4 ARCHITECT IN WRITING. PLAN OR SECTION DETAIL INDICATION DETAILED AREA BUILDING AREA 3,423 GSFt SUPPORTS PLAN, DETAILS SHEET NUMBER FLOOR AREA INCREASES 8,q00 GeF 351:k GW FRF_EZERJC0OLr=R At ROOF PLAN 4 DETAILS 6. DURING THE CONSTRUCTION PHASE, THE ADMINISTRATION OF THE CONSTRUCTION CONTRACT SHALL 410 HOOD SECTIONS BE PERFORMED BY THE MCDONALD6 CONSTRUCTION MANAGER. OCCUPANT LOAD 1. ALL WORK (50UIFMENT, MATERIALS, 4 LABOR) SHALL HAVE A MINIMUM WRITTEN GUARANTEE FOR A SUPPLEMENTARY DRAWIW-2 INDICATION FLOOR AREA / PERSON 100 GROSS AF;Z5A/PERSON -10 PERZONS (BOUND IN PROJECT MANUAL). DRAWING NUMBER PERIOD OF ONE (1) YEAR, UNLESS SPECIFIED OTHERWISE, FROM THE DATE or- SUBSTANTIAL ASSEMBLY TOTAL COMPLETION AGAINST ANY DEFECTS IN SAID WORK, W APPROPRIATE REPAIR OR REPLACEMENT * NO ELEVATION, SECTION CUT, 4 PLAN DETAIL PAGE NUMBER SEATING / PERSON N/A N/A 51A FOUNDATION PLAN cn NOTATIONS SIMILAR TO ABOVE 22 om ADDITIONAL C05T TO THE OWNER EGRESS WIDTH / PERSON IST FLR 2 / 14' 108, 61 EMBED SETTING PLAN 6. ALL MATERIALS 4 EQUIPMENT SHALL BE INSTALLED IN A NEAT 4 FIRST CLASS WORKMANLIKE MANNER DOOR IDENTIFICATION SEE SCHEDULE 2o, 04 .52 STEEL SECTIONS 4 DETAILS + THE ARCHITECT RESERVE6 THE RIGHT TO DIRECT THE REMOVAL 4 REPLACEMENT OF ANY ITEM, IN LENGTH OF PEAD END 83 ROOF FRAMING PLAN HIS OPINION, TWAT DOES NOT PRESENT AN ORDERLY 4 REASONABLY NEAT OR WORKMANLIKE 64 SOFFIT FRAMING PLAN >1 APPEARANCE. THE REMOVAL 4 REPLACEMENT SHALL BE DONE WHEN DIRECTED BY THE GENERAL MAXIMUM D16TANCE TO AN EXIT 200, 50, .55 ROOF OPENING 4 DECK PLAN 0 CONTRACTOR, 4 W/OUT ADDITIONAL COST TO THE OWNER. WINDOW/GLAZING IDENTIFICATION SEE SCHEDULE MINIMUM NUMBER OF EXIT$ 2 2 56, STEEL SECTIONS 4 DETAILS 13. THE CONTRACTOR SHALL COMPLY W1 THE MANUFACTURER'S INSTRUCTIONS 4 RECOMMENDATIONS TO SPECIFIC NOTES NOTES WWICW APPLY TO SPECIFIC FIRE PROTECTION REQUIREMENTS 5_1 STEEL SECTIONS 4 DETAILS 0 THE EXTENT PRINTED INFORMATION IS MORE DETAILED OP. STRINGENT THAN REQUIREMENTS ITEM OR ITEMS ON THE DIM* se STEEL SECTIONS 0 CONTAINED DIRECTLY IN THE PLANS. WHERE INDICATED PARTY 4 FIRE WALLS 4 POUR NONE 6S STEEL SECTIONS m 10. CONTRACTOR SHALL MAINTAIN ORDERLY HOUSEKEEPING DURING THE PROCESS OF CONSTRUCTION 4 510 ROOF OPENING SECTIONS GENERAL NOTES 10. NOTE$ WHICH APPLY TO ALL 0 0 VI STEEL LADDER DETAIL UPON COMPLETION SHALL THROUGHLY CLEAN ALL AREAS. FINAL CLEAN UP SHALL INCLUDE THE DRAWINGS INTERIOR BEARING WALL$ FOLLOWING: 1 $12 ROOF SCREEN PLAN A. SWEEPING FLOORING. FURNITURE 4/OR EQUIPMENT SEE SCHEDULE COLUMN$ 0 0 5. DUSTING 4 REMOVAL OF: DIRT, PAINT DRIPPMS, OIL, GREASE, 4 OTHER BLEMISHES FROM ALL IDENTIFICATION 0 0 SURFACES, INCLUDING PIPIW_s 4 EQUIPMENT. BEAMS, GIRDERS, TRUSSES C. WINDOWS, GLASS LIGHTS, 4 MIRRORS SHALL BE WASHED 4 CLEANED. FLOOR CONSTRUCTION 0 0 D. PAINT OVERRUN$ 4 RUTTY SMEARS SHALL BE REMOVED. ELEVATION SYM50L r`\FIN FLOOR ELEVATION HEIGHT E. HARDWARE SHALL BE CLEANED 4 POL15WED W1 FLANNEL CLOTH. �,_JELEV 1001-01 SUfir-ACE DESCRIPTION ROOF CONSTRUCTION 0 0 101 FLOOR PLAN - SANITARY 11, WORK TO BE DONE CONSISTS OF FURNISHING ALL MATERIALS, LABOR EQUIPMENT, TOOLS, 4 ALI- ITEMS I'll FLOOR PLAN - WATER 4 SERVICES REQUIRED FOR CONSTRUCTION IN CONFORMITY W1 GENERAL NOTES 4 PLANS. EXTERIOR BEARING WALL5 NC (NL) NC (NL) P3 SANITARY 4 GREASE RISER DIAGRAMS REVISION SYME30L A REVISION NUMBER 12. THE PLANS SHOW THE LOCATION OF ALL'FIXTURES 4 EQUIPMENT 4 ARE INTENDED TO CONVEY THE DATE REVISED P4 WATER RISER DIAGRAM GENERAL INTENT OF: THE WORK IN SCOPE 4 LAYOUT, THEY ARE NOT INTENDED TO SHOW IN MINUTE PS PLUMBING SCHEDULES 4 GENERAL NOTES DETAIL EVERY 4 ALL OF THE ACCESSORIES INTENDED FOR THE PURPOSE OF: EXECUTION C.)F THE WORK, PARTITION TAG DRAWING NUMBER Pro PLUM15ING DETAILS BUT IT 15 UNDERSTOOD THAT SUCH DETAILS ARE PART OF THIS WORK 22 Pl PLUMBING DETAILS 1.3. THE SUBCONTRACTORS SHALL REMOVE ALL CONSTRUCTION RUBBISH, SCAFFOLDING, EQUIPMENT, TEMPORARY PROTECTION, TEMPORARY FIELD STRUCTURES, 4 OTHER COMPONENTS WHICH WERE FL0fP,, l [DA FLU�151NC:; COE) E [DATA REQUIRED IN CONNECTION W1 THE CONSTRUCTION, BUT NOT A PERMANENT PART THEREOF. �l rz C�4AN I C A L 14. THE CONTRACTOR SHALL 05TAIN ALL NECESSARY PERMITS 4 INSPECTIONS REQUIRED FOR THE WORK OCCUPANCY RESTAURANTS TOTAL PERSONS 40 ml FLOOR PLAN - MECHANICAL 4 PAY ALL CPARrSES INCIDENTAL THERETO. M2 ROOF PLAN - MECHANICAL 15. PROVIDE DOOR HARDWARE IN CONFORMANCE W1 APA REQUIREMENTS. M3 PVAC SCHEDULES, GENERAL NOTES AND DETAILS REQUIRED 4 ALLOWED PROVIDED M4 HOOD DETAILS 16. THE SUBCONTRACTOR SHALL FURN16W ALL MISCELL ANEOUS FACILITIES AS NEEDED, INCLUDING FIXTURES MALE/FEMALE MALE/FEMALE TEMPORARY STAIRS, TEMPORARY RAMPS, LADDERS, RUNWAYS, STAGING, SHORING, SCAFFOLDING, BRIDGES, RAILING, BRACING, BARRIERS, CLOSURES, PLATFORMS, TEMPORARY PARTITIONS, WASTE WATER CLOSETS 4 3 CHUTES, 4 SIMILAR ITEM$. ELECTfRICAL URINALS - -CT ALL CONSTRUCTION COMPONENTS DURING THE COURSE OF 11. THE SUBCONTRACTOR SHALL FROTE El KITCHEN PLAN - ELECTRICAL PAINTING 4 SHALL PROMPTLY CLEAN ALL RESIDUE, SPLATTER OR OVERSPRAY UPON COMPLETION OF LAVATORIES 2 4 HIS WORK. THE CONTRACTOR SHALL USE DROP CLOTHS, MASKING, 4 OTHER SHIELDING DEVICES TO E2 ELECTRICAL SCHEDULE AND GENERAL NOTES THE GREATEST EXTENT PRACTICAL TO PROTECT ALL ITEMS NOT TO BE PAINTED OR THOSE ITEMS DRINKING FOUNTAINS - E3 FLOOR PLAN - LIGHTING WHICH HAVE ALREADY RECIEvEr_> FINAL FINISW COATS. E 4 WIRIWa DIAGFZAMS 16. ALL PAINTING REQUIRED FOR THIS PROJECT SHALL BE PER:FORHED IN ACCORPANcE W/ THE E5 ROOF PLAN - ELECTRICAL MANUFACTURER'S SPECS FOR PRODUCT HANDLING, SURFACE PREPARATION, PAINTING APPLICATION, E ro PANEL BOARDS, POWER R16ER DIAGRAMS AND GENERAL NOTES CURING/DRYING TIME BETWEEN COATS, CLEANING 4 PROTECTION Or- PAINTED SURFACES UNTIL THE El ELECTRICAL PROJECT NOTES SOURCE OF CONSTRUCTION 15 COMPLETE. PAINT COLORS TO BE SELECTED FOR THESE DOCUMENTS ARE AS MANUFACTURERD BY BY GLIDDEN DIVISION OF SCM CORP., ALTERNATE ACCEPTABLE Ea ECV DETAIL$ Mr-R ARE AS FOLLOW6i BENJAMIN MOORE, P.P.1, RUSTOLEUM, PRATT LAMBERT, SHERWIN-WILLIAMS. �iC3 LIGPTIW-s CONTROL PANEL DIAGRAM It. ALL DRYWALL PARTITIONS ARE DIMENSIONED CENTE:RLINE TO CENTERLINE UNLESS OTHERWISE NOTED. ALL MASONRY PARTITIONS ARE DIMENSIONED OUT TO OUT. ELEVATION FLAN 5ECTION < TCHEN EQUlf=lt'*-lENT. 20. ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC, LOCATED IN RATED PARTITIONS SHALL CERAMIC GLAZM EARTH BATT PARTICAL K CONCRETE BRIC BE BACKED W1 DRYWALL AS REQUIRED TO MAINTAIN RATING. CONTRACTOR TO VERIFY WALL TILE/ INSULATION 50ARD 5LOCK KI EQUIPMENT LAYOUT THICKNESSES REQUIRED FOR ALL ELECTRICAL PANELS, FIRE EXTINGUISHER PANELS, ETC. QUARRY K2 EQUIPMENT SCHEDULE 21. PROVIDE DOUBLE STUDS 4 BLOCKING WHERE REQUIRED TO SUPPORT MISCELLANEOUS ITEMS, IE, . TILE TYPICAL CASEWORK, CA51NET5, GRAD BARS, ETC. CONTRACTOR SHALL FURNISH 4 INSTALL ALL MASONRY CONCRETE -ROCK RIGID EXTERIOR TERRAZZO PLYWOOD BACK-UP SUPPORTS RUNNING BLOCK INSULATION INSULATION (LARGE BOND SACALE) 22. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL 5E RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE OLUNER'S REPRESENATIVE BEFORE CONTINUING W/ CONST. CUT MARBLE LIGHTWEIGHT GYPSUM Br)j 23. CONTRACTOR SHALL VERIFY ALL DIMENSIONS 4 COORDINATE ALL TRADES. CONCRETE/ CONT STUCCO/ WOOD STONE CONCRETE PLASTER/ �4 GROUT BLOCKING STUCCO 24. CONTRACTOR SHALL VERIFY ALL EQUIPMENT LOCATIONS 4 DIMENSIONS or- EQUIPMENT. 25, REVIEW ALL ELECTRICAL LOCATIONS W1 OWNER BEFORE SIGN-OFF FOR DRYWALL. BRICK FINISHED METAL GRANULAR STRUCTURAL WOOD WOOD (LAR3E FILL `2- CONCRETE BLOCKING 26. ALL TWRESHOLDS .4 FLOOR FINISH CWAW_sE6 TO BE PLACED UNDER CENTERLINE OF DOOR UNLESS SCALE) OTHERWISE NOTED. AUG 2 3 Z042 21. COORDINATE TELEPHONE 4 SECURITY W1 OWNER BEFORE PROCEEDING. MARK 3. HARTLEY AFF ABOVE FINISHED FLOOR Cl CAOTIRON ON DOWN FT FEET PC HANDICAPPED MECH MECHANICAL OD OUTSIDE M)IAMETER 6CH SCHEDULE TW THRESHOLD No . . 0202 . 62 , ADJ . ADJUSTA15LE C15 CATCH BASIN DWG DRAWING FND FEMININE NAPKIN DISPOSAL WWO HARDWARE MT METAL SNT SEALANT TKBD TACKBOARD TITLE: 4774 50'S BLDG AC AIR CONDITIONER CLG CEILING bF DRINKING FOUNTAIN FNV` FEMININE NAPKIN VENDOR PT HEIGHT MF METAL FRAME PBML PAFER-154CKEP METAL LATH OPT SHEET TRW TOILET PAPER HOLDER 435 ATLANTIC BLVD ALT ALTERNATE C5M CEMENT FIN FINISH PORIZ HORIZONTAL MR0 METAL ROOF- IDECK PTD PAPER TC)WEL DISPENSER SHO SHOWER T 4 G TONGUE 4 GROOVE JACKSONVILLE, FLORIDA ALUM ALUMINUM CIENTERLINE E A EACH FE FIRE EXTINGUISHER MIN MINIMUM PTP PAPERTOXLEL HOLDER 6WOC SHOWER CONTROLS TB TOWEL BAR ST/SITE'# 009-0272 -sUlOPER INCL M SHOP SHOWER HEAD TYPICAL UNLESS AB ANCHOR DOLT CWBD CWALK50ARD E EAST FECR FIRE EXTINC INCLUDE MIRROR PLAS PLASTER TYP OTHERWISE NOTED AND CLO CLOSET E L I-C ELECTRICAL , CABINET RECESSED 10 INSIDE DIAMETER MISC MISCELLANEOUS PLYWt) PLYWOOD elm SIMILAR DATE ANGLE CH COAT HOOK rz HID' ELr:CTRIc!mANr.> 'r.>R7rF_R FH FIRE HYDRANT MR MOISTURE RES18TANT PT PRESSURM TREATED SD SOAP Pisfos?slsm U URINAL laSUE Q7-24-0z ' APPROX APPROXIMATELY COL COLUMN , Ewrl ELECTRIC WATER COOLER 'FL FLOOR JT JOINT M15H MOP 4 BROOM HOLDER SH SOAP HOLDER -oNr F0 FLOOR DRAIN RADIUS AT CONCRETE r=L5V ELEVATION MTD MOUNTED R 5 SOUTH VERT VERTICAL CON6T CONSTRUCTION IENCL ENCLOSED / ENCLOSURE pTc-s FOOTING LAM LAMINATE WTO RECESSED PAPER SPECS SPECIFICATIONS COkT CONTINUOUS EQ EQUAL FM FRAMED MIRROR LAV LAVATORY N NORTH TOWEL DISPENSER ea SQUARE WR WASTE RECEPTICAL SO BOARD. CONTR CONTRACTOR 150JIF EQUIPMENT NIC NOT IN CONTRACT RECT RECTANGUILAR 55 STAINLE65 STEEL WC WATER CLOSET SHEETHO 5M 5EAM ci CONTROL JOINT EXIST EXISTIW.5 MH MAN HOLE NT5 NOT TO SALE REINF REINFORCEMENT STP STANDARD WH WATERHEATER BLK BLOCK EJ EXPANSION JOINT ' GALV GALVANIZED MFR MANFACTURER NO NUM15ER REQP REQUIRED, STL STEEL W WEST 6A, GAUGE ORK BRICK DTL DETAIL EXIM, EXPOSED �Ae;BAR mo MASONRY OPENING RD ROOF: DR41N STIR STRUCTURAL W/ WITH DIAMETER GB Gp AR1 OIA _/0 ExT': exTmoR MATL MATERIAL cc ON CENTER RM ROOM 6MS STRUCTURAL METAL WIO WITHOUT DIM. DIMENSION , 'EGC5. EXTERIOR GYPSUM GW5 GYPSUM WALLBOARD MAX MAXIMUM OPNG OPENING RO ROUGH Of=ENING STUD AA-0003276 CPT CARPET ..DR DOOR GYP, GYPSUM =.m.YARcHlTzcruAx INC. ALL lUGHn"89$VXD 3003 0 0 0 fR�l I TE , IROTEGTI (��N FOUNDATION IN6FECTION TE F f5UILT Uf= A&F44LT FROOPING; SECTION 01511 0 0 A FOUNDATION SURVEY SHALL 5E PERFORMED AND A COPY allALL BE ON THE SITE SOIL CHEMICAL BARRIER METHOD To BE usEr-> 1.4 PERFORMANCE REOUIRMENTO FOR THE BUILDING INSPECTORS USE. OR ALL PROPERTY MARKER5 SHALL BE FBC 1042.6 A PERMANENT SIGN WHICH IDENTIFIES TH.E.TERMITE TREATMENT PROVIDER AND 0 0 P14 EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY A. GENERAL. INSTALL A WATERTIGHT, BUILT UP ROOFING AND BASE FLASHING ROOFING 6YSTEM k.- REOUIRED SETBACKS. NEED FOR RE-INSPEcTION AND TREATMENT CONTRACT RENEWIELaHALL BE WITH COMPATIBLE COMPONENTS THAT WILL NOT PERMIT THE PASSAGE OF LIQUID WATER PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WA17ER WEATSR OR ELECTRIC. PANEL AND WILL WITHSTAND WIND LOADS, THERMALLY INDUCED MO\/EMENT, AND EXPOSURE F5C 1503-4.4 CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHA5!G5-AT LEAST il-�04 AWAY TO WEATHER WITHOUT FAILURE, 4_� FROM IBUILDIWa SIDE WALL8. B. FM LISTINGs PROVIDE BUILT-UP ROOFING, BASE PLASHIW-IS, AND COMPONENT MATERIALS THAT u FBC 1603.4.4 IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISER AND SPRAY HEADS 0 COMPLY WITH REQUIREMENTS OF FM 4450 AND FM 4410 AS PART OF A ROOFING SYSTEM AND ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-INS MUST 5E COMPLETE, SHALL NOT BE INSTALLED WITHIN P-0' OR I5UILDIWG.'SIDE WALL$ THAT ARE LISTED IN FM'S 'APPROVAL GUIDE' FOR CLASS I OF NONCOMIBUSTIBLE CONSTRUCTION, 0 INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. P5C 1403.1fo TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL AS APPLICABLE. IDENTIFY MATERIALS WITH FM MARKINGS. COVERING AND FINAL EARTH GRADE SHALL NOT.5E- LESS THAN 9, INCHES. EXCEPTION : FAINT OR DECORATIVE CEMENTITIOU6 FINISH 5/9' THICK 2-2 BUILT-UP ROOF MEMBRANE SYSTEM ADHERED DIRECTLY TO THE FOUNDATION WALL. A. INSULATED DECK ASHFALT/GLASS-FIBER/MINERAL ROOFING (IAGM-SUR).- PROVIDE BUILT-UP F5C 161(oll INITIAL TREATMENT SHALL BE DONE APTER ALL EXCAVATION AND 5ACKFILL IS ASPHALT ROOF: SYSTEM CONSISTING Or- 3 OR 4 PLIES GLASS-FIBER FELTS AND I PLY 00 COMPLETE. GLASS - FIBER MINERAL SURFACE CAP SHEET AS FOLLOWS: 0 F5C 1816.1.2 SOIL DISTURBED AFTER THE INITIAL TREATMENT $HALL BE RETREATEP 1. PLY FELT. AePHALT-IMPREGNATED, GLASS-FIBER FELT, COMPLYING WITH ASTM D 211a, TYPE IV. < INCLUDING SPAoCE6 BOXED OR FORMED. ,, -ET: SINGLE PLY OF HEAVYWEIGHT GLASS-FleER FELT WITH ASPHALT 2. MINERAL SURFACE CAP SPE FBC 1816-13 BOXED AREAS IN CONCRETE FLOORS FOR 6LIBSEOUEN7 INSTALLATION OF: TRAPS, COATING AND FACTORY-APPL IED SURFACING OF OPAQUE MINERAL GRANUALS, COMPLY WITH ETC. SHALL BE MADIEVITH PERMANENT METAL OR PLASTIC FORMS. ASTMD 3WI�. PROVIDE WIPITS GRANULES UNLESS OTHERWISE INDICATED. PERMANENT FORMS MUST 5E OF A SIZE-AND DEPTH THAT WILL ELIMANATE THE 00 0 00 DISTURBANCE OF SOIL AFTER INITIAL TREATMENT. 2A AUXILLARY MEMBRANE MATERIALS Lm F5C 1816-1-4 MINUMUM & MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST C. FASTENERS: FACTORY-COATIED STEEL FASTENERS AND METAL OR PLASTIC PLATES COMPLYING 0 0 RAANFALL DILUTION. IF RAINFALL OCCURS 15EFOFRE VAPOR RETARDER PLACEMENT WITH CORROSION-FZE516TANCE PROVISIONS OF FM 44-10, DESIGNED FOR FASTENING BASE SHEETS 0 RETREATMENT 15 REQUIRED. AND BASE PLASHIW_aS AND FOR 5ACKNAILING PLY FELTS TO SUBSTRATE, TESTED BY am 0 F5C 1816.1-5 CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE MANUFACTURER FOR REQUIRED PULLOUT STRENGTH, AND ACCEPTABLE TO ROOPING SYSTEM REMOVED BEFORE EXTERIOR SOIL TREATMENT. MANUFACTURER PER FM 19,0 OR ISO REQUIREMENTS. + 0 Fec 181(o.lk SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE 21 INSULATION MATERIALS 0 WITHIN P-0' OF STRUC11JRAL vc>e WALL& >% Fec iairwfo AN EXTERIOR VERTICAL CHEMICAL BARRIER ML16T BE INSTALLED AFTER B. TOP LAYER: 4'-0' X 8'-0' X 3/4' THICK RIGID 1=115IER�SLA85 (R m 2.18). INSULATION SHALL CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL CONSIST OF INORGANIC GLASS FIBERS BOUND BY RESINOUS 51NDF-RS MANUFACTURED DISTURBED AFTER THE VERTICAL BARRIER 15 APPLIED SHALL BE RETREATED IN RIGID 50AFRD FORM CLAD WITH GLASS FIBER FMINFORCED A6PHALT AND KRAFT PAPER Per, 1816.1.1 ALL BUILDINGS ARE F;Zr=QJIRrzr-> TO HAVE PRE-CONSTRUCTION TREATMENT. PROVIDING AN IMPACT RESISTANT SURFACE. COMPLY WITH ASTM C 126. INSULATION SHALL 0 A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPT. BY A BE COMPAT15LIF WITH ROOPING SYSTEM SPECIFIED. THIS COMPONENT MAY NOT BE LIC8EN6ED PEST CONTROL COMPANY 5EFORE A cERTiFICATE OF OCCUPANCY WILL BE SUB6TITUTEDIl 50ARDS MAY BE PIELD CUT TO 4'-O' x 4'-0' PIECE5 TO FACILITATE INSTALLATION, 0 ISSUED. C. BOTTOM LAYER (OVER METAL DECK)- 50TTOM LAYER SHALL CONSIST OF: OF POLYISOCYANURATE FIBC 1816.1.1 THE CERTIFICATE SHALL STATE - THE BUILDING HAS RECEIVED A COMPLETE FOAM WITH GLASS FIBER RE INFORCED' FAC ING$. FIRODUCT SHALL., 0 0 TREATMENT FOR THE PREVENTION OP SU5-TERRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPT. OF 1. CONFORM WITH FEDERAL SPECIFICATION HH-1-19312. 0 AGRICULTURE AND CONSUMER SERVICES. 2. COMPLY WITH UNDERWRITERS' LABRATORIES' SPECIFICATIONS FOR A CLASS A INSTALLATION. Per, 230.3.1-3 AFTER ALL WORK 16 COMPLETED, LOOSE WOOD- AN]--> FILL MUST BE REMOVED FROM 3, COMPLY WITH FACTORY MUTUAL'$ SPECIFICATIONS FOR A CLASS I INSTALLATION. BELOW AND WITHIN 1'-0' OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES 4. CONFORM TO RIC/TIMA CONDITIONING PROCEDURE 281-1. TUB TRAP BOXES, FORMS, 8WORIW-i OR OTHER CELLULOSE CONTAININGMATERIAL. FBC 230.3.IA NO WOOD VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE MURIED THE FOLLOWING APPROVED INSULATION PRODUCTS MAY BE USED; WITHIN Ir2'-0' OF ANY BUILDING OR PROPOSED BUILDING PRODUCT MANUF THICKNESS BOARD AGEE) FASTENERS SIZE R- VALUE REQUIRED THERMAX HY-TEC 2 CELOTEX 231 41 X 4' ro FASTENERS MULTI MAX R-MAX 23m 4� X 4' frol i& FASTENERS THERMAL GLASS THERMAL 2.25' 41 x 41 1-13 rp FASTENERS SYSTEMS APACHE WHITE LINE CELOTEX 231 4' X 4' 16.1 & FASTENERS PYROX ACFOAM I ATLAS 23' 41 X a' 16.1 8 FASTENERS 2�B INSULATION AGESSORIES 5. FASTENERS. FACTORY-COATED STEEL FASTENERS AND METAL OR PLASTIC PLATES COMPLYING WITH CORROSION RE615TANCE PROVISIONS OF FM 4410, DESIGNED FOR FASTENING ROOFING INSULATION TO SUBSTRATE, TESTED BY MANUFACTURER FOR REQUIRED PULLOUT STRENGTH, AND ACCEPTABLE TO ROOFING SYSTEM MANUFACTURER, FOR 120 MPH WIND ZONE. 1. LENGTH TO 5E 2 1/8' (STEEL �DECK). 3,5 BASE PLASWIWS FLIE6 AND WOOD PARAPET ROOFING PLIES INSTALLATION OF PLYWOOD PARAPET ROOFING PLIES. 1. NAIL FIRST PLY SHEET, IN STRIPS RUN VERTICALLY, USING LARGE HEAD NAILS, MAXIMUM 6" O.C., I' BELOW THE TOP EDGE. NAIL BOOY OF PLY SHEET MAXIMUM 12' O.C. USING STAGGERED NAILING PATTSW TPE NAILED SWEET SHALL EXTEND 25 BEYOND THE TOE OF: TPE CANT AND ONTO THE DECK. THE PORTION OF THE PLY EXTENDING OVER THE CANT AND ONTO THE DECK SHALL BE SET IN POT ASPHALT. 2. EMBED SECOND PLY SWEET IN STRIPS " VERTICALLY, IN A SMOOTH UNIFORM LAYER OF HOT (TYPE 111) ASPHALT APPLIED AT A RATE OF 25 POUNDS PER 100 a0UARE FEET. LAF` EDGES A MINIMUM OF 3' AND STAGGER END$ 24' FROM THOSE OF THE FIRST NAILED PLY. THE PLY SWEET SHOULD EXTEND FROM THE TOP OF THE WALL TO A POINT 3' BEYOND THE TOE OF THE CANT STRIP ONTO THE ROOF SURFACE. C. INSTALLATION OF FLASHING PLIES AT METAL CUR55 AND WOOD CRICKETS; 1. EMBED FIRST PLY SHEET, NOT MORE THAN 12' LOWG, IN A SMOOTH, UNIFORM LAYER OF HOT (TYPE 111) ASPHALT APPLIED AT THE RATE OF 25 FOUNDS PEER 100 SQUARE FEET. LAP EDGES A MINIMUM OF 3'. THE PLY SWEET SHOULD EXTEND FROM THE TOP OF THE CURB TO A POINT AT LEAST 2' BEYOND THE TOE OF THE CANT STRIP OR CRICKET. (NOTE: PRIOR TO INSTALLATION OF FELTS AT PLYWOOD CRICKETIA CREATE A TRANSITION AT THE TOE OF THE CRICKET TO THE ROOF DECK WITH ROOFING CEMENT.d 2. EMBED SECOND PLY SWEET, NOT MORE THAN 12' LONG IN A SMOOTH, UNIFORM LAYER OF HOT (TYPE 111) ASPHALT APPLIED AT A RATE OF 25 POUNDS PER 100 SQUARE FEET. LAP EDGES A MINIMUM OF 3' AND STAGGER ENDS 24' FROM THOSE OF THE PREVIOUS LAYER OF PLY SHEET. THE SECOND PLY SWEET SHOULD EXTEND FROM THE TOP OF THE CURB TO A POINT AT LEAST 31 BEYOND THE TOE OF THE CANT STRIP OR CRICKET, ONTO THE ROOF SURFACE. 0. INSTALLATION OF MINERAL CAP SHEET AT WOOD PARAPET, METAL CURBS AND WOOD CRICKETS. 2, WITH TYPE III ASPHALT, MOP A COATING ONTO THE BACK SIDE OF THE MINERAL CAP SHEET OF 25 AND ON THE VERTICAL SURFACE OF: THE PARAPET AT A RATE POUNDS PER 100 SQUARE FEET OF SURFACE (+/- 12-1/2POUND6 EACH SIDE). EMBED THE MINERAL CAP SHEET IN VERTICAL STRIPS 67 ON THE PARAPET WALL, EXTEND I' FURTHER UP ON THE WALL AND I' FURTHER OUT ONTO THE ROOF THAN THE SECOND PLY SHEET. 3, NAIL THROUGH MINERAL CAP SHEET WITH LARGE HEAD GALVANIZED NAILS, MAXIMUM 6' O.C, AUG 2 3 Nuz I' BELOW THE TOP EDGE OF THE PARAPET OR CURBING. MARK 3. HARTLEY 4. APPLY A LAYER OF FLASHING CEMENT TO EXTEND FROM I' ABOVE THE TOP EDGE OF THE MINERAL CAPISHEET TO A LINE I' BELOW THE NAIL HEADS. STRIP ALL SIDE LAPS OPMINERAL CAP SHEET AND NAILS WITH FLASHING CEMENT REINFORCED WITH GLASS FIBM No . 0202 . 62 5. EMBED LOOSE GRANULES INTO ASPHALT OVERRUN AND EXPOSED FLASHING CEMENT, TITLE: 4774 50'S BLDG 6. INSTALL METAL COPING, AS SPECIFIED ELOEWHERE, AT TOP OF PARAPET WALL AND EQUIPMENT RAILS. 435 ATLANTIC BLVD JACKSONVILLE, FLORIDA ST/SITE# 009-0272 5HEET �IETAL FLA&HING;- ANED TfRIMSECTION 01620 DATE ISSUE Q7-24-02 13 PERFORMANCE REQUIREMENTS FABRICATE AND INSTALL FLASHINGS AT R�oi= EDGEs TO COMPLY WITH RECOMMENDATIONS OF: FM L066 PREVETION DATA SHEET 1-413 FOR 120 MPH WIND ZONES SHEET No AR2 NOTE SEE PROJECT MANUAL POR THE McDONALD'S STANDARD 5UIL1)IW4 PROGRAM POR ADC>ITIONAL INFORMATION AA-0003276 iM"UY+PU"rARC,97T,9CTV",1,VC_ AU MOHTS ROXRV=.100S 0 0 0 0 0 70, STUCCO CAP T/BLOCK V-0. ELEV. VERIFY 17- 4—� 5' CONCRETE FILLED K.O. BLOCK TIE BEAM &' DIA. x 4'-O' PIGP PIPE 5OLLARDS (1) 05 DIA ROD TYP. PAINTED YELLOW SET IN CONCRETE 24' DEEP (TYPICAL OF 4) 0 0 cn VERIFY ELECTRICAL CONCRETE BLOCK WALL 00 REOUIREMENT5 W/ EOUIPMENT 2 Ak (8, x 5' x 16' C.M'u.) W/ S GAUGE HORIZONTAL TRUSS TYPE WALL REINFORCING <c VERTICAL. PROVIDE a, cmu ONE (1) S ROUND ROD IN CELLS- MAXIMUM 4'-O' TYP. SELECTED GROUT FILLED 00 1/2' GEM. FINISH OVER CMU — ;-,o MATCH BUILDING FINISH TYP. -d PAINTED CMU TYP. 05 a 48' O.C. MAX om 1/2' COMPRESSIBLE JOINT FILLER CONT. 10 PERIMETER OF SLAB (2)05 CONT. W1 03 a 451 OC 6' CONCRETE SLAB MIXED, WATER STUSCUT/PB. T/SLA15 0 0 VERIFY LOCATION. N', ELEV. 40-0- &' THICK CONCRETE FINISHED GRADE OR w 7 DUMPSTER PAID PAVEMENT AS APPLICABLE Ll E 0 �—It 7-77 21,Od .1 Ll 4 MIN. 12' CLEAN NOTE5- COMP. FILL W1 TERMITE SEE SITE PLAN FOR PLACEMENT TREATMENT TYP. OF OPTIONAL STORAGE, PLAN MAY BE FLIPPED TO ACCOMMODATE 51TE CONDITIONS. 2 T%rFICAL UJ74LL 5ECT � ON VERIFY ALL DIMENSIONS AO I I a MATCH FIELD CONDITION5/8WOP DUraS. 1 -0 (2) -01 DOORS (2) &'-0' DOORS FREFIU5E ENCLO&Uf P-,,E- 1/2 1 1-0 a TUBE STEEL 4 x 4 x 1/4' THICK PVC SLATS STEEL ENCLOSURE 6b4TE HEAVY DUTY HINGES 50UARE STEEL POST W1 CAP 4 x 4 x 1/4 STEEL ANGLE I PR/GATE TYP. VERIFY PERIMETER FRAME WELDEP PAINT FINISH VERIFY NOTE: SLOPE PAVEMENT TO FOLLOW LOT FOR DRAINAGE (SEE SITE PLAN) PAVEMENT (6Erz 5PECS.) 4 0 0 000c AUG 2 3 Z004 000 '10000 0 ( 00n 0 — 4 0 4 4 '41 4 MARK S. HARTLEY LATCH TYP. -L -L 6' CONCRETE SLAB W1 i No . 0202 . 62 4.000 PSI CONCRETE CANE BOLT TITLE: 4774 50'S BLDG W/ 6, x 6, 10/10 WLLIM - SEE EA. GATE TYP. 435 ATLANTIC BLVD SITE PLAN FOR LOCATION JACKSONVILLE, FLORIDA 4' COMPACTE.0 GRAVEL ANCHOR SLEEVES I ANCHOR POST IN ST/SITE# 009-0272 SET IN CONCRETE 1 24' DIA. CONCRETE (TYPICAL) FOOTIW-% DATE D /T AN[:) TfR46H 2'-0' SHEET NO & IEDE ELEVATION COfRFRAL FAD DETAIL fREf=U,&E ENCL05UFRE (S;,4TE %5 AO 1/2 1 1 1-0 N 1/2 1 V-0, 1 1/2 V-0, AO AA-0003276 16E� 0 0, 0 �'00 0 0 000 0 0 0 0 0 0 97L! /wr wo YARCHITECTUIM HIC. 10 13'-13' ;'0 u 4'-4' 221-01 30-41 22'-a' 4 10 10 11 CONTINUOUS METAL CLOSURE ANGLE PROVIDED 4 INSTALLED BY G.C. _3 TYP. 4_� FILL.BOX (SEE GIEK NOTE 03 THIS $14T.) Ea ep aim. o. 11111Z7777 7117111z ///// 7 771= 'I EQUAL 5F,4r_E5 WOMEN'S Ai 1\A6, 161-5 1/4 Ab Al, In NOTE. COOLER/FREEZER p FINISH FLOOR TO MATCH v 00 5UILPING FIN15H FLOOR &A LM 1, -1. 31 - ` -a. o" GYP DO TYP'o TYP SUPPORT 6' PVC SLEEVE FOR I F77 F/C COND 4 ELEC I 1 //11 1 + LINES -1'-2' AFF TO DINING IL WEATHER BEAL SEE 0 1 ;3 Al 0*1% SWEET E-I -1 Q 0) 0 _q 7.1 W a C14 - FREEZER CIA 0121 lot 6 MEN'S A4 .4 elm RECESSED MOP op M 5INK TYPICAL COOLER/FREEZ5R SLAB TO 4' 31-0;1 4 V' ' BE INSULATED CONCRETE A INSTALL 12' WIDE INSULATION I AROUND PERIMETER OF DOOR. CLOSURE ANGLE PROVIDED BY PREPARATION Li FREEZER MFR INSTALLED BY G.C't' P SEE NOTE 03 TYPICAL ;t __1 V V _ 7 0 50TTOM OF: HEADER INCOMING WATER DINING 1'-2' A.F.F. TYPICAL SERVICE PROVIDE 3'-)' ri I I 0) cl COOLER 01� 20'x(oO' CLR SPACE U�E - - - - - - _ - - - _ --- - ci p OR al-E'd 4'-4- 3/ LI-1 t 4' 2'-Il' < x 2'-&6 0. LIGHTING L 1 -1 CLosET 0 4% PANEL -*-RAISED PAD VERIFY SIZE A I EXTENT OF CJJSTOMER SERVICE AREA RAISED F VERIFY SIZE SEE DETAIL- IO/Al FOR CUSTOMER UNDER SERVICE Lu 121 W. x 2' H. LITE W1 1/41 TEMP MANAGER'S COUNTER vo AREA SUPPORT < OL (P GLASS IN ALUMINUM FRLAME T/FRAM F 4'-&' AFF, COCRO VALANCE 4 MENU ro'-O 112' 2'-6- WITH MOR OFFICE EQUIP BOARVAeOVE A 5'-2 1/2 0 VERIFY DIM W/ MENU 5D.' A, I A CREW ROOM I�4�1 n LI RAISED CONC CURB VERIFY SIZE WITH L - - - -- - - - % BEVERAGE BAR L RAISED PAD KITCHEN (D VERIFY SIZE PRESENTER E ORDER HAND SINK TYPICAL T7 //////Y /Z/7//777///7/ Flo-0 N -Ea 2 EC 5F co 11ILL 77777 dlZ,::�ZIL17777z-,LlIIL7717zzl,�-ILl-z<�77171-Z-IZZ AL R��IW5 REFER TO K-8HEET5 OFF HAND MET fSEE FILLED 6%.- PIPE FOR INFORMATION PETAII_5 '1/Al,� 6/A I BOLLARD (TYP. FOR 3) SEE *D' 6HT6. FLOOF� FLAN /LINE 0= OVERHANG ABOVE 1'04 1/4 1 -0 U'-4'L 4'-0' 41-0% �1-4'� M'c. M.C. GENERAL NOTE5 14. PROVIDE FRF ALONG ENTIRE LENGTH OF: <ITCI,WEN WALL6 WINDOW A55EM5LY LE(fiEND SEE A-8 FOR BACK-UP SUPPORTS. I. EXTERIOR DIMENSIONS ARE TO COLUMN REFERENCE LINES I r'. PROVIDE 4'-0' x 4'-0' STAINLESS STEEL ON T"E WALL (REFER TO SWEETS A3, A4, A5) PROVIDE LATERAL BRACING PROVIDE LATERAL BRACING AND/OR FACE OF FOUNDATION UNLESS OTHERWISE, NOTED. SURFACE BEHIND BISCUIT OVEN. T/6'-& AM. TO 8TRUCT. ABOVE TO STRUCT. A50VE VERIFY LOCATION. 1. ANNODIZED ALUMINUM STOREFRONT. PARTITION TYPE TAG 4'-0' O.C. 4'-0' OZ. 2. INTERIOR DIMENSIONS ARE TO FACE OF: FINISH. -ICATION: 2. 1/2' TEMP PLATE GLASS - BUTT JOINTED W1 CLEAR SEE DETAIL I/Al OR 2/Al. CEILING CEILING _j" AS SCHEDULED AS SCHEDULED NOTEi ALL INTERIOR PROVIDE CONT, RUNNER 16. MINIMUM INTERIOR FINISH CLASSIr TuRAL SlLicoNE SEALANT VERTICAL JOINTS 3. SEE SHEET AS FOR LOCATIONS OF BACKUP SUPPORTS. OCCUPANCY 5 6TRuc 4. SEE SHEET A-1 FOR P.O�S. MONITOR DETAIL 4 UN8PRINKLERED 3. PROVIDE METAL Z FLASHING W1 PARTITIONS ARE TYPE A HEAD PROVIDE CONTI 2X DOOR AND FINISH SCHEDULE5. EXITS: 5 CHANNEL FIREISTOPPING AT HEAD CHANNEL FIRESTOPPING AT CONTINUOUS SEALANT * SILL.- UNLESS NOTED rp SEATING PACKAGE SUPPLIED BY OTHERS, EXIT ACCESS- 15 OTHERWISE EXTENT OF GYP. 5D, TYP. EXTENT Or- GYP. 5D, TYP. AUG 2 3 2902 ro SEE SITE PLAN FOR SIDEWALKS, RAMPS, ETC. 15SHIND FRYERS 4 GRILLS. A 4. PROVIDE FOAM BACKER ROD,W/ CONTINUOUS 1/2' GYP. 5D. OR PLYWOOD 1/2" GY!". 15D. OR PLYWOOD MARK 3. HARTLEY OTHER SPACES: C SEALANT FOR MASONRY, PROVIDE METAL FLASHING 5ACKIJP EA. SIDE. REFER TO BACKUP EA, SIDE. REFER TO I. VIDEO CA51NET 4 LOCKERS SUPPLIED BY OPERATOR, 11. FIELD VERIFY DUCT OPENINGS FOR WOOD DUC'-T6 W1 CONTINUOUS SEALANT FOR WOOD * Hr=AD, SHT. ASI FOR LOCAT. OF PLYWD. 614T. AB FOR LOCAT. OF PLYWD. .C. INSTALLED BY G CERAMIC WALL TILE PRIOR TO DUCT FAE31RICATIOR T < ON DUROCK t I COORDINATE W/ MCD 5. MANAGER'S AREA PACKAGE SUPPLIED BY OPERATOR 15. 50TTOM OF HEADER INTO 110 4 IM 1'-2' Ar-�=. EXTERIOR WALL A55EM5LY :CT> . I ... No . 0202 . 62 INSTALLED BY G.C. (REFER TO SHEETS A3, A4, Arp) CONST MGR. PLAN PLAN TITLE: 4774 50'S BLDG '5. FILL BOX MTD. is 36' ABOVE SLA5 TO CENTER OF 50X. IS. 8.6. FLOOR TO CEILING'CORNER GUARDS TYP TYPICAL BACKUP SUPPORT TYPICAL BACKUP SUPPORT 435 ATLANTIC BLVD SEE DETAIL IIB/A6. SEE 5ACKUP SUPPORT PLAN ')�- SUPPLIERS: SEE 13ACKUP SUPPORT PLAN a) MINNESOTA VALLEY ENG, (MVE, INC.), MODEL 1315129,2% 20. USE DUROCK BE.WIND CERAMIC TILE TYP 1. 6' SMOOTH FACE CONC. 15LOCK W/ CEMENTITIOUS FINI-514 v JACKSONVILLE, FLORIDA -653-e6,00 OR eOO-531-3111 APPLY 8EALER AT EXPOSED LOCATIONS. FOR LOCATION$. FOR LOCATIONS. ST/SITE# 009-0272 TEL, 0 (oI2 PROVIDE PORZONTAL MASONRY REINFORCING 21. GYP 50 TO BE USED ON DINING SIDE OF: 10. DRIVE-THRU WINDOW SUPPLIERS: INTERIOR PARTITIONS UNO. 1116 CC VERTICALLY A - 2X4 A - .3 E5/5' DATE a. READY ACCESS: SERIES 215 - 41 1/2' x 43 1/2' 22. PROVIDE AMERICAN OLEAN SU I RSTEF QUARRr TILE AT 2. 11/2 METAL 'Z' OR 2X PURRING 16* OZ. Al- 2X4' W1 BATT IN6UL. Al- 3 r2/5' W1 BATT IN5UL. ISSUE 07-24-02 TYPE 'O-X' OR 'X-O' TELEPWONE 0800-621-5045. FREEZER/COOLER FLOOR. APPLY MORTAR SETTING BED W/ B/al 3. R43 AL POIL INSULATIC4 BASE 1/2 1/2' 5 - 2Xro 5ASE 1/2' r 112' B E b" - NOTCwEr_> TROWEL IN A PARALLEL PATTERN (DO NOTAPPLY IN 51- 2X(o W/BATT INSUL. 51- &' W/BATT INSUL. 11. DO NOT SCALE DRAWINGS. 4. VAPOR BARRIER- STUD SPACING 0 16' O.C. TYP STUD SPACING a 16' OZ. TYP -SWIRL PATTERN) SET TILES BY KEYING A SWIRL OR SEMI L 12. LAY-IN CILING TILES: ARMSTRONG CORTEGA TEGULAR'o 104 PERPENDICULAR TO TROWEL PATTERN TO ACHIEVE i00% COVERAGE. 5. GYPSUM BOARD, SHEET NO,. (p. SEE FIN18H SCHEDULE 4 PARTITION SCHEDULE (NATIONAL PRICING THRU ARMSTRONG) DAL TILE COW 'SURE-TREAD' QUARRY TILE FLOOR FINISH AS SCHEDULED FLOOR FINI614 AS SCHEDULED - 13. PROVIDE USG DUROCK (OR EQUAL) BEHIND THE FF�YER 4 SETTING MATr=RIAL-. KERA50ND 4 KERALASTIC PREMIUM MODIFIED GRILL. VERIFY LOCATION OF RQUlfc`MENT W1 KITCHEN PLAN. . FORTLAND.'OR.mmur-ACTUFMR ArfFzoveo EQUAL SEE A-a FOR 5ACK-UP SUPPORTS. CONTACT: JACK BARREN -641-226-Stll '-�. 1NTEfR10f;R FAF�TITION 2 1NTEf;P-., 10F, FAFRTITION- A I CERAMIC SOLUTIONS Al Al 3/4 1 -0 3/4 1 -0 AA 0003276;' . ,_ . CONTACT. HANK:WILTON 913-SS5-9465 'URRIW -ONTRACTOR MAY USE WOOD OR METAL STUDS/1- 3. Y.Ocyrrscmm Jim NOTE C I NOTE, CONTR.ACTOR MAY USE WOOD OR METAL STUDO/FURRING. 'Al L:1��_ TIV4 T AD ZE I W. L _=A�m: r 0 0 El 0 0 0 0 N 0 0 0 0 ot T/ROOF H-7 E7 T/MECH. ELEV. + 11'-0' a =EN CRr `-F ELEV. + 16-11± 0 0 0 T/PARAPET 0 0 Ell ELEV. + 14'-0' 0 00 OL D/SOFFIT \-,W F-LF=V. + 10'-4' 00 .......... . ..... ... ........... OL T/WINDOW6 .... ... ..........! ;- 1. 1.11".. .. ........... .. ..... ......... ................ .... ............ .. ...... ................ .............. ..........I.. ............. ............. ............. ........ ELEV. + ...............I'....." ........... . ... ........ ........... . ............ ..................... .......... .... . .. . ...... ............. ....................... .................. ............... ... ........ .... '.. - ".. ... :- - "' 1..1.1.... 1-1-1-1.1 -....... .... ........... ......... ........ ......... . ............ . ....... . ........... .................. .......... ::........ . ..... .............. .. ... ........... .... ....... ... ...... ................. ........ ............. ----------------------------------- .... ...... �. "I-,.,,-t -11. --- 11--l—I.I... V.-I-1-1--l�:=.." ... ... ....... ....... ...... .... ..................... ..... .... .............. .............. ............. ........... . ......... . ... ........ . ............ ..... ... ............. ............ ................. ........... ......... ... .... . ........ ... ......... ... ......... . ... . .. .... T T .. ....... .......... ............. ............. ... .... . OIL T/SILL ELEV. 0 P.111, v ft�ik, �114,irz rth-flftl VAWIftilk"11011V V di fit 1ANt �P,[11- In -1 7 1 1 ITI I OL T/SLAe LAIL, L4 ELEV. + 0'-0' Eli= 1"� ;L El— 1�1- 1�1- all 0 0 IG�HT & IE) E ELEVATION L OIL T/MECH. SCREEN `�w ELEV. + ll'-O' T/ROOF ELEV. + 16'--I't OIL T/PARAPET ELEV. + 14'-0' GALVANIZED METAL GALVANIZED METAL SCUPPER OPENING 8CUPPER OfOENIW- (T`YPICAL) 0-YPICAL). + 10'-4 k�'AF '4 77 TAUINDOWS 0. ELEV. + c3'- J- OL TAIJINPOWS 7 Tllldrl- 7 T \-F ELEV, a'-O' 7 T T 177 77 7 . . . . ........... :..L ILI ................. q,-; TASILL T/8ILL T n X \-F ELEV. 3'-0' ITHPOU,44 pf W 77: IF= A iv 77 7 7L"C 71 OL T/SLA5 =71, I 'J, 1� T/SLA5 \)w ELEv. 4tol-ol �T ELEV- + 0' c Eli I-E [Dj E [E Ell q> IEP [Ell 1�11 1�1- _7T _0. AUG 2 3 2W2 MARKS. HARTLEY No . 0202 . 62 KE"I"'T" NOTE-611 TITLE, 4774 50'S BLDG 435 ATLANTIC BLVD CEMENTITIOUS FINISH OVER 5' CONCRETE BLOCK- PIFE 15OLLARP. GALVANIZED METAL FASCIA BAND METAL CLOSURE ANGLE N/A JACKSONVILLE, FLORIDA COLOR TO BE WHITE. El FINISH TO MATCH RE0 CERAMIC TILE Fm-1 FAINTED MTL ROOF DECK - SEE STRUCTURAL DRAWINGS El ST/SITE# 009-0272 WITH LED LIGWTIW-s. SUPPLIED AND INSTALLED BY F DENOTES TEMPERED GLAZING TYP. METAL RAILING. SEE DETAILS G.C. DATE 5 E ON 814EET Al TYIw. ILLUMINATED DECORATIVE BREAK METAL CLOSURE TO MATCH J E N/A ADA HANDICAPPED ENTRY WINDOW SYSTEM ISSUE Q7-21-QZ ARCH BY PLASTILINE TYP. SIGN TYP, "j.. CERAMIC TILE WAINSCOT, 9?' X (P' RED 4 WHITE HIGH X GLOSS TILE SHADED AREA INDICATES REP TILE FG-1 FILL BOX SEE NOTES ON SHEET A]. E,lr-b- SYSTEM CONSISTIW-v OF NOT USED FH-1 CONTROL JOINT. USG EXP JT. TYPICAL DRIVE-TWRU CANOPY. 1/2' PLATE GLA5.5 MUTT-JOINTED W1 CLEAR STRUC, SILICONE 1 1/2' INSUL. MECH. r-AOTENED SHEET.Ha VERT. JOINTS SET IN AN ANOD. ALUM. STOREFRONT. Ff I OVER BLDG PAPER OVER 1/2' EXT. GRADE PLYWOOD OVER 2 x 4 PURLINS 24' O.C, TYP - SEE t-m SPECS. (FOR OVERHAWG) A2 AA-0003276 WIT Y-PV"YARcffrrzcm"INC- 1uLR1V1frSRXURVXD 2003 .-.44 U -D FLORIDA 5UILDING; CODE 2001 IE6 FOR OPENING& -E WALL OFENING5 5CHEDULE OPEN W5 I Wa OPENI LOCATION OPENING OPENING DIMENSION MAX POSITIVE MAX NEGITIVE 0 T/ROOF -RIPTION WEIGHT - pef DESC ZONE ELEVATION WIDTH PRESSURE paf PRESSURE 00 ELEV. + 16'-I't r-IXED GLASS ED (b 22 5 FIXED GLASS 4 (0 15 ro ISIS r < 'a C GLASS DOOR 4 3-5 3 1 0 0 D FIXED GLASS 4 a 3 2 -20.1 -20.4 E GLASS BLOCK 4 1 ro 2 lc-�z -20.1 F FIXED GLA85 4 45 L5 2B R 5/SOFFIT G FIXED DOOR 4 1-5 3-5 -20.1 ELEV. 4 10'- H FIXED GLASS rp -22.5 TAUINDOWS I FIXED GLASS 4 15 I&A -ISO ... .. . .... . .... ... .. . ........... ...... ........... ELEV. S' .......... -24.4 .... ..... . .. ...... ...... ...... ..... .. . ...... .......... .......... . ...... r.. 07 ................... ow -jLASS i FIXED C 5 215 b larp 'T ............. ...... ..... . .................. .... .. K STORAGE DOOR 4 3.1�1 4 1,5 1-1.1 .......... ........ ................... .. .... .............. ........... ............ BUILDING ADDRESS . ... .... .. + .. ........ .. ........... ................ .................... . ..... . r r -232 P. ISO L COOLER DOOR 5 35 3-;1 1 ........... ......................... ............... NUMBERS VISIBLE ............ _ %- , . .. :.L:.. .... :I.. .L. - . %. ..:.. El 0 0 § .............. ........ .......... .... .................... ........... ...... ...... ...... ............... .......... .......... ................... I........... ......... M r XED GLAS (4) 20 -:.. L I .. . . .. . - . . I - v :-,-- �... ........ FROM STREET . .. .... ..... .... ....... ...... e%: .. ........ v�. . ......... PER LOCAL CODES . ... ........ --:I-..%".,- r .. I .I ..,. 'I ...... ......... .. .... ......... ...... . .............. .. ......... ...11...................... ................ ... ........... ......... . ....... ...:.% .1. :.11",.. .., I �:-_:...... ...... ............ 1:.......1-:-;-1:: ::111 .:.. -.- .1---j - .61........... ...... ... .............. ::............... ........... .......... .. ......... .......... ...... ................... ........... ..... .. ....... ... ....... .. . ........ 0 ................... ................ ........................ .......... ................. .......... .. ..... ....... ...... .......... -T ........ ...... 'T .6t T/SILL ............ !T .. ......... Z I H T/SLA5 M R 1TE 77 71,7 1A, I �"j! 7 Ell, 0 r EI-Ev. 01-01 V-1E El 0 0 F f;;�0 N T F. LEVAT 1 0 N 1/41 V-ON -5UILDING; DATA 5T0f;P-,EFR0NT NOTE51. WIND VELOCITY ( mph 120 1. FOR 2x PT BUICK STRIP TO MASONRY : IMPORTANCE FACTOR 1.00 1/4' x 3' TAI-CON ANCHORS 0 2'-0' r=XPOSURE CATEGORY 5 CC. TYP. MINIMUM OF 3 PER SIDE, INTERNAL FS21-26SURE COEFFICEEIENT 0.15 AND ONE WITHIN ib' OF EACH END. MEAN ROOF HEIGHT ft 14 2. FOR Ix PT BUCK STRIP TO MASONRY - BUILDING WIDTH ( Ft '74 1/4' x 2 1/2' TAPCON ANCHORS 19 2'-0' BUILDING LENGTH Ft 4-133 OC TYP. MINIMUM OF 3 PER SIDE, AND ONE WITHIN 6' OF EACH END. ROOF SLOPE X 12 0 3. FOR STOREFRONT OR ALUMINUM FRAMING TO MASONRY ., 1/4' x 2- TAPCON ANCHORS a 2'-0' CC TYP. MINIMUM Or- 3 PER SIDE, AND ONE WITHIN 6' OF EACH END. 4. FOR STOREFRONT OR ALUMINUM FRAMING TO 2X PT WD BUCK - 1 1/2' 0 14 WOOD SCREWS tv 2'-0' OC TYP. MINIMUM OF: 3 T/MECW SCREEN 9[--, PER SIDE, AND ONE WITHIN 6,' OF EACH END. ELEV. + 1-1'.08 E�. FOR STOREFRONT OR ALUMINUM T/ROOF FRAMING TO IX PT WD 15UCK , 3/4' ELEV. +1 &'--T'.t 0 14 WOOD SCREWS e 21-0' OC TYP. T/PARAPET MINIMUM OF 3 PER SIDE, AND ONE WITHIN 6' OF EACH ENE). ELEV. 14'-V ro. FOR ISTOREFRONT OR ALUMINUM 2!� PANELS TO BE INSTALLED IN WITH LOCAL ACCORDANCE APPLICA15LIE CODES 4 MFG SPECS. R [f I 1 11-1 < < TAUAINSCOT L� MATU TA`�A,, Alr-.' M-T.R. ILL[iWWri 4 ELEV. + 2'-&' L I J- EUT. --77 3 Z��9' T/SLA5 F Ep IKI E T a—,, [Ell EI-Ev. 01-01 Ckv FP.,EAFP,.., ELEVATION AUQ Z 3 20k A2A 1/40 11-01 MARK S. HARTLEY No . 0202 . 62 TITLE: 4774 50'S BLDG <ENT- NOTE-51. 435 ATLANTIC BLVD JACKSONVILLE, FLORIDA CEMENTITIOUS FIN16H OVER 8' CONCRETE 15LOCK GALVANIZED METAL FASCIA BAND METAL CL08URE ANGLE N/A ST/SITE# 009-0272 COLOR TO BE WHITE. PIPE 5OLLARD. FINISH TO MATCH RED CERAMIC TILE PAINTED MTL ROOF: DECK - SEE STRUCTURAL DRAWINGS Ff I SUPPLIED AND INSTALLED BY DATE WITH LED LIGHTM. FDENOTES TEMPERED GLAZING TYP. METAL RAILING. SEE DETAILS c ISSUE 07-24-02 RI ON SWEET Al TYP. N/A ILLUMINATED DECORATIVE ADA HANDICAPPED ENTRY BREAK METAL CLOSURE TO MATCH FCERAMIC TILE WAINSCOT. &' X 6' RED 4 WHITE HIGH H ARCH BY PLASTILINE TYP. SIGN TYP. WINDOW 5Y5TEM c�- GLOSS TILE - SHADED AREA INDICATES FOEP TILE Pil FILL BOX. SEE NOTES ON SWEET Al. E.IP.S. SYSTEM CONSISTING OF: SHEET NO -1 CONTROL JOINT. USG EXF JT. TYPICAL -THRU CANOPY. 1/2' PLATE GLASS BUTT JOINTED W1 CLEAR STRUC, SILICONE 1 1/21 INSUL. MECH. FASTENED NOT USED FH DRIVE Fel is VERT. JOINTS SET IN AN ANOD. ALUM. STOREFRONT. OVER 5LDG PAPER OVER 1/2' EXT. GRADE PLYWOOD OVER 2 x 4 PURLIN5 24' O.C. A2A TYP - 5EE MFG SPECS. (FOR OVERHANG) AA-0003276 &4krLxy+pujwy"iArH1Tzcru"Ive. AI.LR1GH"R,WJMV'M$001 715 7 t4l 0 TELEV I g'---T--t /PAR.APET 5ULLNOSE QJARRY TILE SILL 1/2' TEMP PLATE GLASS IN ANOD-ALUI-Ir-RAME L-------I CONT. ALUM. SILL FLASHING W/ ORIP EPGE S/0 SOFFIT CONT. SEALANT 4 SACKER ROD E.Ir-.S. SYSTEM CON616TING or- T9 - SEE 1 1/2' INSULATION MECH. FASTENED STRUCT DLLIGS QUARRY TILE WAINSCOT OVER 5LDG PAPER OVER 112' EXT. GRADE PLYWOOD OVER -CONT STEEL a, cmu 0 2 x 4 PURL INS 24' O.C. TYP- - CHANNEL - SEE (D SEE MFG SPECS. STRUCT DWGS 6' x (&' RED 4 UA41TE HIGH T<11.' I GLOSS CERAMIC TILE 7 7 2 x 8 RAMSET 4 0 TO STEEL 0 CHANNEL TOP OF WINDOWS 0 00 ELEV. +cJ'-O' CEILING AS CONT. SEALANT SCHEDULE < cn 4. BACKER ROD 5RAKE METAL ANOD. ALUM. WINDOW FRAME 8' c2UARJ;RY TILE COVE BASE A 00 w/ 1/2' TEMP PLATE GLASS MTL FLASHING 0 DETAIL & ILL NOT USE [) NOT U5EED NOT U&ErD 2 4 CL ,43 1 1/2 1 -0 A3 1 1/2 1 1-0 a 43 A3 43 0 0 + 0 0 200 VERIFY W/ 5TRUCTURAL DLL*!5 T/O SCREEN FE 0 ELEV. +11'-0' PAINTED MTL ROOF DECK - SEE STRUCTURAL DRAWINGS m BUILT UP ROOFING (TYF) SEE SPECS. (2) LAYERS RIGID INSUL. A4 2 1/4' POLYISOCYANURATE OL T/O BLOCKING BUILT UP ROOFING FOAM W/ TOP LAYER Or- EL5v. VARIES (TYP) ISEE SPECS. TYP. 3/4' RIGID FIBER63LAS8. (2) LAYERS RIGID 1/2, EXT. GRADE PLYWOOD TYP. LED LIGHTING C INSUL. 2 1/4' POLYISOCYANURATE T ZI N,4 P'C T/O TOP PLATE OL FOAM W1 TOP LAYER F OF 3/4' RIGID :IE ELEV. +14'-0' \-1w L FIBEFrSLA86. LED LIGHTING TOP Or BEAM ELEV. VARIES 2 x a STUDS x I x f I [ 1 16, O.C. Typ. SIMPSON SPI TYP. NOT U,&EID 2 x 8 F.T. PLATE TYF. STEEL SEAM - SEE STRIJCTURAL DWGS- TOP OF BLOCK R-30 BATT ELEV. +11'-4* INSULATION TYP. L 1/2' 0 x 6' ANCHOR BOLT OF SOFFIT L� BOTTOM fro I O.C. TYP. STEEL JOIST ELEV. +10'-41 50ND SEAM GROUTED E.I.F.5. SYSTEM CONSISTING Or- A3 STEEL- JOIST - SEE STRUCTURAL SOLID W1 (2) 05 TYP. 1 1/2' INSULATION MECH. FASTENED Typ. SEE STRUCTURAL OVER BLDG PAPER OVER 1/2' EXT. GRADE PLYWOOD OVER 2 x 4 PURLIN6 24' O.C. TYP. - SEE MFG SPECS. A A TOP or- WINDOWS 2 x 4 RAMSET TO TS ELEV. 4,V-0' PROVIDE METAL CLIPS TH16 AREA FOR ALUMINUM STORM PANELS TO BE IN57ALLED 2 x a RAM65T TO PER LOCAI- APPICABLE CODES 4 MFG STEEL. CHANNEL SPECS TYP. PAINT TO MATCH BLDG TYP. CONT. BRAKE MTL. TS - SEE STRUCTURAL CEILM AS DRAWINGS SCHEDULED 1/2' PLYWOOr-> OVER CONT. STEEL CHANNEL - A I CHNI-5. SEE STRUCTURAL DRAWINGS A A ANOD. ALUM, WINDOW FRAME W/1/2' TEMP PLATE A GLASS. PROVIDE HEAD �r RECEIVER, TYP. CEMENTITOU8 FINISH NOT U5ELD Lu ON 6' CMU (P A3 2 R4-3 AL-FOIL INSULATION A3 J TRIM SCREED TYP. FINISH AS SCHEDULE[) TOP Or- WALL SEE SCHEDULE TYPICAL FLOOR PROVIDE METAL CLIPS TH16 AREA FOR SEE SCHEDULE SLAB CONSTR. FOR FLOOR AND ALUMINUM STORM PANELS TO BE INSTALLED 7 7 FOR FLOOR AND BASE FINISHES. SEE 6TRUCT. DUrGS. BASE FINISHES. PER LOCAL APPICABLE CODES 4 MFG SPECS TYP. PAINT TO MATCH BLDG TYP. AUG 2 3 206Z MIL, VAPOR 6 MIL. VAPOR BARRIER (o' x &' RE0 4 WHITE HIGH 6' x 6' FZED 4 WHITE HIGH BARRIER MARK S. HARTLET;-.�;'. GLOSS CERAMIC TILE GLOSS CERAMIC TILE TOP Or- SLA5 No . 0202 . 62 jk TOP OF SLAI5 ELEV. 0'-0' ELEV. 0'-0' TITLE: 4774 50'S BLDG LF� 435 ATLANTIC BLVD 4' MIN. A50VE 4' MIN. 45OVE JACKSONVILLE, FLORIDA FINISH GRADE FIN16H GRADE ST/SITE# 009-0272 TYPICAL FLOOR TYPICAL FOUNDATION TYPICAL FOUNDATION SLAE3 CONSTR. DATE SEE STRUCTURAL DRW3S- SEE STRUCTURAL ORWG8. SEE STRUCT. DUrG5. OLIE 07-24-02 SHEET NO WALL 6ECTION .e 5EAfR1Nr-:; WALL W74LL &ECTION �511DE WIN[�) OW NOT U&ED A3 '43 A3 3/4 11-04 A3 3/4 1 V-0, AA-0003276 ocorymoay 1L4.RTLffY*PURDYARCHfTR ALL JUGh'M RMINO 1007VRF 24 CA. PREFIN15HED MTL. CCF*IW-i, SNAPPED OVER CONT, MTL CLEAT PER 6MACNA FINISH TO MATCH RED CERAMIC TILE. PAINTED MTL ROOF DECK- SEE STRUCTURAL DRAWINGS, TOP15LOCKING OL ELIEV. METAL FRAME - SEE STRUCTURAL DRAWINGS IN; MTL. CURB FLASHING :D —LEP LIGHTING SNAPPED OVER CONT. METAL COUNTER-FLASHING. SEAL ;t AROUND ALL PENETRATIONS,. Y, 7- CONT. 2x4 BLOCKING, OVER PRESSURE TREATED CONT, 2xa BLOCKING, OVER 3-2 x a's CUR5 tn CONT. 2xI2 BLOCKING SEE STRUCTURAL DWGS 0 CONT. CAULK 4 SEALANT CANT (TYP.) 0 0 BOTH ENDS -T INTO 0 2-2 x 8'a TREATED LE W.F.8. SYSTEM CONSISTING OF INSULATION FOR SECURING T;4E 0 1 1/2' INSULATION MECH. FASTENED ROOF: SCREEN. BOLT TO METAL 9 DECK W1 5/8' DIA. BOLTS 0 24' O.C. 0 OVER BLDG PAPER OVER 1/21 EXT. GRADE PLYWOOD OVER SEE STRUCTURAL DWGS T tn 0 2 x 4 PURLINS 24' O.C. TYP� - NOTE- 5TRUCT. DW36. FOR 5UPf=ORT SEE MFG SPECS. SEE Lm I NOT U5EC) 2 NOT U&ELD 3 FFZONT FA%5CIA DETAIL- 4 NOT U5E [D E:) ETAIL 5CfREEN A4 A4 A4 1 1/21 1,-0, A4 A4 1 1/20 11-01 19 + 0 A4 lot T/ 5LOCKIW-z m ELEV. +Iro'-I' LED LIGHTING p. TS 2'xl'xllG.4 PLATFORM SUPPORT FRAME w/l/2' CATWALK GRATING TYP. ROOF CONST. STRUCTURAL DWGS. SEE ROOF PLAN STEEL TUBE - SEE ole( ?111� TYP.ROOF CON6T SEE ROOF FL OIL TOP/FLATFORM GRATING SHEET AB ELEV. +12'-Il 1/2' 2 x 9 PT RIPPED TO PIT FASTENED TO ANGLE 24 GA. GALVANIZED FLASHING 4 DRIP EDGE - - - - - - GUTTER 4 DOWNSPOUT - - - - - - - - - - - OIL TOP/MA-SONRY is SCUPPER \-F ELEV. +11'-4' - - - - - - - - - - - - - - - - - - - - - - - - STEEL BEAM SEE STRUCTURAL --- - - - - - - - - - E30ND BEAM GROUTED �l DRAWINGS 5/0 SOFFIT gL SOLID W1 (2) wo R-L-Ev. +10'-41 A3 STEEL eEAM - SEE STRUCTURAL < DRAWINGS 1/2' CEEMENTITOUS OPP EXTERIOR FINISH E-I.FZ- SYSTEM CONSISTING OF: T/O WINDOWS OL &' CONC. BLOCK 4 1 1/2' INSULATION MECH. FASTENED ELEV. OW-0- OVER BLDG PAPER OVER 1/2' EXT. GRADE PLYWOOD OVER 2 x 4 PURLIN5 24' O.C. TYP- - 0 CEILING AS SCHEDULED SEE MFG SPECS. PROVIDE METAL CLIPS THIS AP-15A FOR SECURITY GATE FABRICATED ALUMINUM STORM PANELS TO DIE INSTALLED /x 2X8 RAMSET TO PER LOCAL APPICA5LE CODES 4 MFG FROM EXPANDED STEEL GRATE 0 x 7' STEEL CHANNEL WELDED To STEEL FRAME W1 'x, Xl ,�, "1 3/4' SPECS TYP. PAINT TO MATCH 5Lr->G TYP. -;X—k/ THREE HMES AND HASP 7' WELDED TO GATE AND LADDER. z CLEAN, PRIME, 4 PAINT - TS SEE STRUCTURAL DRAWINGS CONT BRAKE MTL SEE STRUCTURAL DRAWIW-35 X CONT STEEL CHANNEL - SEE ,'X',1 X STRUCTURAL DRAWINGS /1- , , x ANOD. ALUM. WINDOW FRAME 3/4' DIA x)5' LONG 0 W/ 1/2' TIEMP PLATE GLASS. PROVIDE STEEL LADDER RUNGS HEAD RECEIVER, TYP- 11-01 O.C. MAX ISEE STRUCTURAL DRAWINGS PROVIDE METAL CLIPS THIS ARlEA FOR dil ALUMINUM STORM PANELS TO 5r= INSTALLED PAINTED 8' CMU PER LOCAL APPICABLE CODES 4 MFG x� I'x2' IIGA. SPECS TYP. PAINT To MATCH 5Lr->G TYP. x STEEL TUBE v LADDER FRAME �x STRUCTURAL DFZAWIN(38 TYPICAL FLOOR TOP OF WAL V. QUARRY TILE SLAB CONSTR ELEV. +2'-5' FLOOR 4 BASE x SEE STRUCT. IDLUGS. CONCRETE WALK TYPICAL Fj=O0R FINISH AS SCHEDULED OLAP CePj�hjjg SEE SCHEDULE 4� FOR FLOOR AND SEE STRUCT. DW35. BASE FINISHES. x (o' RED 4 WH AUG 2 3 200.2.., ITE HIGH (o MIL. VAPOR X", GLOSS CERAMIC TILE < MARK 8, HARTLEY BARRIER (o' x (o' RED 4 WHITE HIGH MIL VAPOR A, BARRIER GLOSS CERAMIC TILE ' ' A No . 0202 . 62 TOP OF SLA5 OIL TOP OF 8LA5 ELEV. 0'-0' TITLE: 4774 50'S BLDG ELEV. 0'-0' - - - - - - - - - - - - - - - - - 435 ATLANTIC BLVD, 4' MIN. ABOVE JACKSONVILLE, FLORIDA FINISH GRADE ST/SITE# 009-0272 TYPICAL FOUNDATION DATE SEE STRUCTURAL DWG6. TYPICAL FOUNDATION ISSUE 07-24-02 SEE STRUCTURAL DFMI35. A SHEET NO WALL 6ECTION FfRONT WINDOW WALL 6ECTION A4 . 3/4' V-0' 3/4' V-0' AA-0003276 F TA`L"�� INS., /-/z MI.T.-YARCHITZOTURX INC C)Rlvr=--rWFW WINDOW 1/2' PLYWOOD OVER 2x SEE 8HEET�Al NOTES 0 AL-FOIL IN6U FOR SPEC$ FURRING W1 R43 L. 0 CORIAN SILL 0 8' CMU W/CEM FIN 0 CONT. SEALANT r7 1 4 BACKER ROD CEILINGA5 SCHEDULED T 7'� T/CMU 4-� PRE CAST CONC LINTEL W1 I 1-1w ELEV. +V-0' FLASHING IBOTTOM OF PEADER GROUT FULL ELsv. +a,-o, 5' CMU 50NO CONT. SEALANT J 15EAM - SEE STRUCT. DWGS. 4 5AC;Kl=-fR ROD tn cn 1/2' PLYWOOD OVER 2x FURRING W1 R43 AL-FOIL INSUL. ANOD. ALUM. WINDOW FRAME tn w/ 1/2' TEMP PLATE GLASS < cn 6' x 9,' RED 4 WHITE HIGH tn Q GI-055 CERAMIC TILE cn 00 HF- 74D E:) ETAIL 2 �51LL DETAIL 3 NOT U&EED 4 NOT U&ED A5 1 1/2 1 _0 A5 1 1/2 V-0, A5 A5 cn ow + VERIFY W1 T/O SCREEN FENCE STFRUCTUR,4L DLL6,5. IV ELEV. lot 0 FAINTED MTL ROOF DECK SEE STRUCTURAL DW35 44 TYP. c T/O TOP PLATE ELEV. +14'-V SINGLE FLY M5 TORCH DOWN ROOFING ON 1/2' CDX PLYWD DECK LED LIGHTING ON I 1/2' TAPERED INSULATION. Wb JOISTS V CUT FROM 2XIO a 24' OC BREAK METAL CAP FLASHING, FIN To MATCH COPING SCUPPER BEYOND TOP OF 5LOCKmK Z/-- ELEV. *11'-4' hi /47 IL 5/0 SOFFIT - ELEV. +10'-4' STEEL JOIST - BREAK METAL FASCIA 77-- SEE STRUCTURAL ON ANGLED BLOCKING, FIN DLL68. TO MATCH COPING (1, � 2XI2 WOOD SUB FASCIA 7 50NO 5EAM mcaxa-r* FRAME - GROUTED SOLID SEE STRUCT. DW56, SOLID W1 (2) 05 FAINTED TI-11 SOFFI�� L16HT FIXTURE OF HEADER ELEV. 48'-C' BOTTOM 3/4' DIA THRU BOLTS X V-0, CEILING AS MK &RI CONTR FILL CELLS SCHEDULED W1 CONC - SEE STRUCTURAL DRAWINGS PROVIDE METAL CLIPS THIS AREA FOR ALUMINUM STORM PANELS TO BE INSTALLED PL 1/4x3x3' MK lr2PI (16 REQ,D) - SEE FER LOCAL AFFICABLE CODES 4 MFG STRUCTURAL DW36. SFEC6 TYP. PAINT To MATCH 5LDG TYP. ANOD. ALUM. WINDOW FRAME ROVIVE W1 1/2' TEMP PLATE GLA55 PROVIDE HEAD RECEIVER, TYF. DRIVE-TWRLI WINDOW SEE SHEET Al NOTES FOR SPECS. 2 1/2' PLYWOOD OVER A 5 2X FURRING W1 R43 AL-FOIL INSULATION PROVIDE METAL CLIPS THIS AREA FOR X, alcmu -LOOR TYPICAL F ALUMINUM STOW PANELS TO BE INSTALLED SLAB CQNE PER LOCAL APPICA5LE CODES 4 MFG SEE STRUCT. DLL*S. 5PECS TYP- FAINT To MATCH BLDG TYR SEE SCHEDULE FOR FLOOR 4 5ASE FINISHES. AUG-.2 3 ZOR (o MIL. VAPOR BARRIER MARK S. HARTLEY '. ...., (o' x (o' RED 4 WHITE HIGH 77 GLOSS CERAMIC TILE TOP OF SLA5 No . 0202 . 62 . , ELEV. 0'-0' TITLE: 4774 50'S 13LDG F 435 ATLANTIC BLVD JACKSONVILLE, FLORIDA CONC. CURB 4 FAD ST/SITE# 009-0272 SEE CIVIL DWGS. TYPICAL FOUNDATION DATE SEE STRUCTURAL C)RLL*S. ISaQE- 07-24-Q2 SHEETHO NOT U&ED NOT U&ED .. WALL &ECTION e Ff;P-.,E6ENTEfR A5 A 5 A5 .3/4 11-01 AA-0003276 Ocopnuomr 0 0 ANOD. ALUM.,.FRAME W1 COWIN WOOD SHIM 4 CONT. CEM FIN ON S' C4-U 1/2' TEMP PLATE GLASS SEE STR:UCT. DW38. SILICONE SEALANT EXTERIOR FACE A GROUT SOLID W/RE5AR BREAK METAL ENCLOSURE ANOD. ALUM. WINDOW SEE STRUCT, FOR SIZE SHIM 4 SEALANT OF CONCRETE BLOCK SHIM 4 SEALANT FRAME w/l/2' TEMP 4 COL. FURRING BELOW PLATE GLASS PLASTER CORNER SCREE cem rik ON a-'CMU PLASTER 'J' SCREED ANOD. ALUM. FRAME W1 CONTINUOUS METAL 1/2' TEMP PLATE GLASS CLOSURE STRIP GROUT SOLID W/ REBAR - SEE STRUCT PROVIDED .4 INSTALLED POR SIZE 0 15Y C.S.C. > R43 AL-FOIL INSULATION WOOD BLOCKING . ..... Z�L Ir (1) 0 0 0 0 in 1/2' GYPSUM 50ARD 4 1/2' 1 4 1/2' INSIDE FACE OF CONC. fq BLOCK BELOW SILL RETURN GYP. 50, TYP. 0 0 0 Q TILE SILL ALUMINUM __4 3s MTL. EDGE BEAD PLYWOOD BACKING TILE SILL FLASHING 0 00 CONT. CAULK STEEL COLUMN. PURR OUT 0 7C.K'UfU'T z AS REQ'D FOR BACK UP \ANOD. ALUM. COL. COVER < COOLER WALLS TILE SILL BELOW OF COL. COVER TO MATCH STORE FRONT 0 0 SEE COOLER MANF. w4l - FROM SILL UP To WrEAD 0 FOR SPECS. 00 Lm 0 I NOT U�5ED 2 COfRNEfR [DETAIL 3 JA�15 DETAIL 4 JAt*-15 DETAIL 5 GCFNEF� DETAIL- 0 0 cn A ro 419> 1 1/2' V-0' jA& �l 1/2' V-0` A& 1 1/2 x 1 -0 A& 1 1/2 1 -0 + DUROCK BEHIND MOP 0 TILE SILL BELOW 5INK SEE FINISH SCHEDULE. a, CMU CORIAN SILL SHIM 4 CAULK COVED QUARRY TILE BASE 0 0 5'-0' APF- W RETURN GYP. BD, TYP. 0 F/C PANEL MTL. EDGE BEAD MTL. 'J' BEAD 0 a MTL. CORNER BEAD lot FINISH AS SCHEDULED 0 PLACE RIDGID IN6UL, 1'-0' 2X FURRING 0 16' O.C. QUARRY TILE INTERIOR WIDE AROUND ALL EDGE 4 DOOR OPENINGS m DUROCK RETURN PLYWOOD TYP. FINISH AS SCHEDULED 0 0 .0 v, CONT. SEALANT TAPE JOINTS MTL. CLOSURE PIECE 3 SIDES OF: OPNG- BY Kr=�6. FASTEN TO F/C 4 WALL GROUT 60LID W/REBAR CEM FIN ON 6' CMU SEE STRUCT. FOR ISIZ E CEM FIN ON 8' CMU SEE SWEET PI FOR DRAIN $14IM 4 SEALANT SPECIFICATION FINIS�4 AS SCHEDULED CONT. SEALANT RECESSED MOP -SINK. DRIVE THRU-WINDOW SEE SWEET 61. SEE SHEET Al NOTES ANOD. ALUM. FRAME W1 NOTE: 5' DEPRESSION FOR 6FE06 1/2' TEMP PLATE GLASS SLOPE TO DRAIN [) 00fR JA�15 [DETAIL Ff;�E5- WINDOW JAM5 DETAIL- NOT U&EC) e JA�15 DETAIL lo [:) ETAIL �10F �51N< 1 1/2 1'-0' A ro A& 11/21 11-ou 46 11/29 1'-0' CEM FIN ON 8' CMU W.M. DOOR 4 FRAME (PAINT) 5EE DOOR SC14EDULE MTL. THRESHOLD BELOW PLYWOOD F.Rp. > GROUT SOLID WIREBAR SEE 6TRUCT. FOR 61ZE COVED (:;�UARRY TILE BASE BELOW 4X4' 6TAINLE86 STEEL A CORNER GUARD F.R.P. EXPOSED FASTENERS - SPACE AS REQUIRED ON EACH SIDE _FLAN C0fRNEfRr_--�UAF,0 5A&E DOOfR DETAIL NOT U&EID NOT U&ED NOT USED 11 12 A& 11/2% 11-0m A(o STAINLE&S STEEL CORNER GUARD FLOOR TO CLG. JAMB BEYOND alcmu DOOR-AS SCHEDULED COVED QUARRY AUG 2 3 Z04Z TILE 5A5E MARK 3. HARTLEY MTL. THRESHOLD SET IN PRE-CAIST CONC LINTEL 4X4' STAINLESS STEEL SEALANT Caf�:NEIR GUARD SEE STRUCTURAL DRAWINGS No . 0202 . 62 CONCRETE SLAB EXPOSED FASTENERS BEAD TITLE: 4774 50'S BLDG SEE STRUCT. DRAWIWGS SPACE As REQUIRED - 435 ATLANTIC BLVD CONT COVED QUARRY JACKSONVILLE, FLORIDA SEALANT ...... TILE BASE BEYOND ST/SITE# 009-0272 CONT. BOTH ISIDES DATE 4 DOOR 4 FRAME AS SCHEDULED CONT BEAD OF: SEALANT ISSUE Q7-24-QZ A 7.7.7. JAMB BEYOND ALIGN FRAME W1 EDGE NOTE s USE PN/C INSTEAD OF 5TAINLES5 - VERIFY W1 Mr-DONALDS SHEET NO OF WALL BEYOND CONSTRUCTION MANAGER NOT U&E [:) �4EAE:) �)ET. MASONfRNT' WALL & ILL IDET. MA60NF�%*r' WALL NOT USEED ELEVATION - CORNERGUAfRD 5A6E A6 AA-0003276 Y=Hr A A& 1 1/2 1 0 A& 11/2� 11-0' A ro A& N.T.5. r*lpulwy't9cyl'rlTcru"hvc. 1. 71 7 44, CONT. RUNNER WSTRUT STL. CHANNEL F SUSPENDED FROM JOIST CHANNEL WALK-IN COOLER COUNTER TOP BY 6%, ROOF JOIST OPERATOR- VERIF1e 4 DECK PROVIDE LATERAL BRACING TO STRUCT. A50VE 0 4'-C' O.C. STL. ROOF JOIST WITH McDONALD'6 CEILIW_s 4 DECK MANAGER W141CH ;q W,4 TYPE OF COUNTER 3 5/8' VERT. STRUT TOP WILL BE USED B/ TRUSS 241 O.C. 10 ELEV. VARIES EXTEND COUNTER >I A�. CORIAN �5 5/ TRUSS In' PLYWO. /F TOP 1/4' PAST 1/41 SLEE EDGE 111VELEv. VARIES jjk c r=I L I NG 2 1/2' CONT, RLINNER VVEL. +V-4' Ar-.P. 3/4' Dia THREADED RODD PLYWOOD 3 5/9' MTL. DIAG. BRACING CHANNEL CEILING . . . . . . PROVIDE 0BL NUT 4 1' AOX PLYWOOD 11-(01 1/2, 0 46' O.C. .. . . . . . . . . . . ... . EL. AY.F. V OVER- SIZED 5TL. WASHER SUBSTRATE mitL- CLEAR 3/4. 4 In', RR.P, OVER 1/2' PLYWO. VERIFY WITH C14 Y_ 3 5/8' VERT. STRUT is 24' ON FACE OF: STUDS. COUNTER TOP MFG. rfo`� i2;5 EXTEND 2' ABOVE CLG. LINE A . , CEILING AS SCHEDULED CEILING AS SCHEDULED v -8 O.C. TYPICAL 5EPM MENU Q) BOARD CONT. RUNNER CHANNEL In, Gyp. 5D. cl NI;;e7 -4---J . . . . . . . . . ROD TO PROJECT BELOW 2x4 0 24' O.C. 0 - CEILING CEILING TO RECEIVE > <-- FINISH AS PER IIIII[-J EL. +8'-4* APP. B/L INTEL O/T MONITOR FRF OVER 1/2' M EL. +1'-4' A.F.F. DECOR PLYWOOD ON CEILING AS SCHEDULED MENU PROVIDE F.R.P. CORNER (BY P.OS. SUPPLIER) PACKAGE KITCHEN SIDE IF TILE 16 USED u F.R.P. OVER 1/2' PLYWI-D. 50AFZD MOULDING TYP. PRECAST CONIC LINTEL SEE K 614T. FOR PROVIDE 'HYDROMENT' 2x TREATED ' 00 ON EACH FACE OF: 5TUDSt(TYP) SEE STRUCT OWG6 MONITOR LOCATION NOTE: UNDER ULTRA SET LATEX SILL PLATE ALONG LENGTH OF VALANCEt COUNTER SUPPORT SEALER. ANCHOR TO NOTE; Li WALL FURNISHED 4 < EXTEND 2' ABOVE CLG- LINE SUPPORT PREPARATION REFER TO SHEET KI INSTALLED BY G.C. FLOOR W/ PROVIDE F.R.P. ROOM ROOM STAINLESS STEEL 3' 5HOT CONT. RUNNER CHANNEL FOR LOCATION F -PIN$ * >% CORNER MOULDING TRIM AWGLE BY QUARRRY TILE 48' OC. ma ?&5/ ,m VALANCE TYP. BY K.E.S. L- - - - - - - - -i FLOOR 4 BASE 00 Lm DETAIL t�,-IENU VALANCE 2 60PPIT DETAIL CEILING [DETAIL GOOLEFR. 4 E) ETAIL F05 t--IONITOF� GOUNTEF�,'TCIf= �5ECTION O 'D 11 V-0. A-i IN = V-0` 11 11-01 A-1 is 11-01 Al 11/21 11-01 INTEIRMEDIATE RAJL6 + SPACED EQUALLY 4' MAX. 41 Al SPACIW_z 1 1/2' DIA. A53 GRADE 5 STEEL PIPE HANDRAIL PRIME 4 7t 0 PAINT AS REO'D. VERIFY COLOR W1 PROJECT MANAGER SET HANDRAILS INTO A CONC. FIER 4 FOUR SIDEWALK AROUND VERTICAL a, DIA X 0, DEEP log , CONC. PIER LINEOF -/'0 LINE OF COUNTER 5UILDING TOP SURFACE u 1/2' COMPRESSIBLE JOINT FILLER ro NOT U&EED r_;;UAF�[D F�A I L DETAIL 6ECTION C;UARD R.,AIL- NOT U&ED Al 1/21 1/24 2 11-01 Al [�) 00F� mm I DOOR 01 mOOR n 03 LINE OF COUNTER 1. CLOSER: LCN 4024 x 18 1. CLOSER: LCN-4110-CU514 1. CLOSM- LCN-1461 PULL 51DE MOUNTED &_�_5UPFORT WALL 2. HINGES: OFFSET PIVOT ANSI-A-15&A. GRADE I CAST ALUMINUM ALLOY 2. I4IWGES- CONTINOUSLY GEARED HINGE 'ROTON' 6E, WA6ER HINGE 2. HINGES: (1 1/2) PAIR WAGER 55121S U8,26D 4 1/2' x 4 1/2' OR EQUAL SEE SECTION (SUPPLIED BY STOREFRONT MANUFACTURER) 1 3. LOCKSET: AOAMS-RITE MAXIMUM SECURITY LOCK WITH OUTSIDE CYLINDER ON ONLY ONE DOOR. 3. LOCXZET: Mc0ONALD'5 SPECIAL SECURITY LOCK WITH JIMMY PLATE 3. PUSH 4 FULL PLATE: U82arD SATIN 4' x 16' TYPIQAL WALL QQNSTRUrTION ALUMINUM ARMOR FACE PLATE TO MATCH DOOR FINISHk FIVE-FLY STEEL BOLT 4. PANIC HARDWARE: VON OUPRIN 22F-O: EXIT ONLY PANIC, NO CYLINDER 4. WALL STOP: HAGER 23OW TO BE CORROSION RESISTANT PLATED WITH 1 5/8' STO. THROW WITH ALUMINA- PELOW 891-F-SEEV9 COUNT9R CERAMIC CORE IN THE CENTER FLY. 5. DETEX. MODEL ir2�500-ACF OR AC.5 EXIT ALARM 5. KICKER PLATESs U828D SATIN, ALUM. 8' x 34' x 18 GA. (2) PER DOOR 2Xro' WOOD STUDS a 241 Oc 4. PANIC HARI-DWARE; ADAMS RITE MFG. CO. (FINISH TO MATCH STOREFRONT DOOR) 6. WEATHER STRIPPIW-as PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED (o. DOOR SILENCERS. QUANTITY a 3 E,. PULL HANDLE. KAUNEER *CO.cJ OR EQUAL STOPS. AT OTHER EDGES, PROVIDING SLIDING WEATHER STRIPPIWG RETAINED IN 1. SIGNS: TIEN' 4 'WOMEN' ON APPROPRIATE DOOR WITH HANDICAP SYMBOL ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. PROVIDE r=PDM OR VINYL GASKET OF ACCESSIBILITY. TYPICAL LUALL CONISTRILICTION 6. WEATHER STRIPPING: PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED WEATHER STRIPPING IN 50TTOM DOOR RAIL ADJUSTABLE FOR CONTACT WITH THRESWOLD. 15ELOW 5ELF-SERVE COUNTE STOPS. AT OTHER EDGES, PROVIDE SLIDING WEATHER STRIPPING RETAINED IN 1. DOOR 6ILENCERSs QUANTITY a 3 DOOR 06 4 !6A 2X4' WOOD STUDS ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR VINYL GASKET WEATHER 5TRIPPING IN BOTTOM DOOR RAIL ADJUSTABLE FOR CONTACT WITH THRESHOLD. 8. (P'x6' VIEW WINDOW * SUPPORT ROOM 104 4 REAR EXIT DOOR a ORDER ROOM 101 ONLY 1. HINGES. (11/2) PAIR HAGER 15512115 U52(orD 4 1/2' x 4 1/2' OR EQUAL 1. THRESHOLD- HAGER 4045 SADDLE TYPE THRESHOLD 36' WIDE x 1/2' RISE '5. THRESHOLD. HAGER SADDLE TYPE TWRESHOLD 48' WIDE x 1/2' RISE 2. LOCKSETz SCHLA5E-LEVON 0-40-8 RHODES, U526D (ADA ACCESSIBLE) DOOR *2 (ADA ACCESSIBLE) 3. WALL STOP. HAGER 23OW -ACE OF DOOR AT 48' A.Fr-. 4. COAT HOOrj MTO. ON INSIDE r H I. CLOSM- LCN-14(ol FULL SIDE MOUNTED DOOR 03A 08 -0a 4 010 -51/2' -1c -21 2. HINGES: (1 1/2) FAIR HAGER 55121'3 U52&D 4 1/2' x 4 1/2' OR EQUAL 1. N/A 1. HINGES: (1 1/2) FAIR HAGER 51512 .3 U526D 4 1/2' x 4 1/2' OR EQUAL 3/4'A S 3/4' 3. PUSH 4 PULL PLATE. U826r_> SATIN 4' x 16' DOOR 04 2. LOCK5ETs SCHLAGE-LEVON DSOPID-F$6 RHODES, U526D FINISH 4. KICKER PLATES. U,42av SATIN, ALUM. 8' x 34' x la GA. (2) PER DOOR 1. N/A 5. DOOR SILENCE": QUANTITY 3 lo DETAIL COUNTEF�),_ MARK ROOM NAME FLOOR BASE WALLS CEILING CLG.HGT. REMARKS GENERAL DOOR NOTES, HARDWARE Al 1/24 m 11-00 1. BRAILLE SIGN, WHEELCHAIR SYMBOL, AND MALE OR FEMALE FIGURE _j SHALL BE MOUNTED ON THE WALL ADJACENT TO THE LATCH SIDE lu m 2' DOOR HEAD -1 m z OF THE DOOR. ALL SIGNS SHALL BE MOUNTED 60' AFF, TO ANODALUM. ul C8NTERLINE OF SIGNS. 4 FRAME DOOR 2. DETEX ALARM CONTACT SWITCHES SHALL BE RECESSED INTO THE 1/4' TEMP. &,xg, w z TOP OF THE POOR 4 HOLLOW METAL FRAME A50VE. > X GLAZIWa WIRED GLASS 0 w/MTL. VIEWING 3. DOORS, DOOR FRAME$, 4 HARDWARE FOR DOORS 3, 5, (9, OFFSET Ck &A, 1 4 (6 AS SCHEDULED) SUPPLIED 5Ys Lu DOOR ON INSIDE UNIVERSAL MANUFACTURING I-WO-821-1414. TUBULAR eSUPPORT ROOM > Lu fy- PULL ONLY) 4. INSTALL COUNTERSU�,K SHEET METAL SCREWS ON THE VERTICAL LEVER HANDLE Z4 TUBULAR 0 U- to 0 1 07) -0) STOPS OF DOOR 01. USE FIVE SCREWS PER STOP WITH > X, PUSH BAR %0 W/ JIMMY'- AUG 2 3 100 CUSTOMER SERVICE s 1 ,0 * 1 le- * 1 0 SEE GENERAL NOTE 010 ON Ai COLOR TO MATCH STOP. 3: PROOF EDGE 101 DINING e * I SEE Gr LU rp. SEE SWEET A6 FOR DETAILS. -A (y PLATE 19 * 1 10 0 zNERAL NOTE 05 ON Al -1 W_ ft 3: § -1 MARKS. HARTLEV LU im WOMEN'$ TOILET e 73 d) _j A CLOSET -1 121 !f ul lo, STILE =5 10.3 MEN'6 TOILET e w 4 p a 0 AT BOTTOM WIDTH No . 0202 . 62 LU 0 _ -4 q K Q w 6 6 w PER SCHD. LU 104 SUPPORT 0 0 0 0 91 0 2 STEEL MESH VIEWER- TITLE: 4774 50'S BLDG (y x 435 ATLANTIC BLVD 105, KITCHEN 10 0 0 . 10 ISEE GENERAL NOTE 04 ON Al MATERIAL T 9 T > Q Q //A \ ty SIZE > 'D T T x (j) 10(o PRIE6ENTER 0 IsEa GENERAL NOTE 010 ON Al x SIGN JACKSONVILLE, FLORIDA 7 101 Of;v DOOR FRAM THRESH. IL C4 N WC1 ST/SITE# 009-0272 0) ER 0 18EE GENERAL NOTE 010 ONAI 1 V-0' X 1'-0' X 1 3/4' ALUM, ALUM. ALUM. A 01 0 010 01 1 1 OU K T 0 F, RA�INE�Of* SINK 2� 106 PREPARATION le B 4 2 3' -0'. X 6' - 61 X 1 3/4, S.C. WOOD 141-1. N/A I- le I 1 0 1 0 1 TMALE OR LL - SEE GENERAL NOTE 00 ON Al 3 4'-0' X '1i-6' X 1 .3/4- 14m. Hi-1. H.M. 15 0 0 1 10 0 FEMALE 15SUE Q7-24-02 Ioc3 MANAGER'S AREA 0 0 101 8YM50L SEE GENERAL NOTE 01 ON Al 3A N/A Ln CF;ZEW ROOM 0 101 :4 ' N/A PUSH PLATE (y COOLER 11 IPRE-r-AS WALLS * CEILING 5 3'-0' X (W-8* X 1 3/4' S�C, WOOD H.M. N/A C 0 10 SHEET NO 112 FREEZER 0 1 PRE-FAB WALLS 4 .CEILIW-s & V-0'.X 4'-S' X 13/4' SC. WOOD H.M. N/A P 0 0 91 0 REST ROC�1"-- KICK D KICK E PUSH &A 2'-2* X 4'-D' X 13/4' S.C. WOOD H.M. N/A P PLATE PLAI PI AT 113 CLOSET . 0 91 1 SHELVING BY OPERATOR I 31-o' X 6'-5' X 1 3/4' sz. WOOD 11. N/A DOORSWE) CLOSET 114 NOT USED 2'-6* X &'-S' X 1 3/4' sr,. w000 1H.M. N/A 0 0 r A7 115 JANITOR'S CLOSET 9 Fle F I IDUROICK.BEHIND MOP SINK V-01 X,&I-S' X 1 3/41 S.C- Wpon IH.M- N/A AA-0003276 D00fR T`�FE5 t(TyP) C LNI N JEE 1/2 U- =1*z;_1myAftcAmxcrv?m INC. AU1UGffT5RM=vw SM WATERCLOSET FLUSH CONTROL GRAB BAR W1 eACK-UP 0 SUPPORTS TO BE LOCATED ON THE 0 WIDE SIDE OF HANDICAP STALL 9 JUMBO T166UE DISPENSER FIXTURE WITH 15ACK-UP SUPPORTS 0 El 42' MIN. 12' 00 GRA5 BAR W1 36' MIN. (01 10 1* 10 leoll 5ACK-UP SUPPORT6 12' ELECTRIC HAND DRYER 0 td) ' 0 c- a cm Okq> 24' MIN WOMEN'S 0<�> 7 E�E 0 <1 � Lu Y_ T < N N All 00 __j FREO ' D UfRINAL /�4ANZ) Lm 4 0 1DfR%T1NG; MOUNTING3 HEIG;HTS REOID TC1LET/C.;;f;PA5 5Af;P,,5/T I &5UE D15F MOUNTING; HEIG;r�4T5 2 4 0 2 0 0 1/20 11-0 1 Aa 1/21 = 11-01 G) 0 0 4'-1 1/4' .00 -AV + CORIAN 22' 0 5ACKSPLASW -------------- FRP ON WALLS (TYP.) 1 3/4' SOLID CORE DOOR 0 no' E I A") BACK-UP SUPPORT 64-- - -1 1 a (SEE NOTE 01-4) MIN F.R.P 3"-0' TYF. PLATE GLASS MIRROR 0 0A"K CENTERED OVER LAV. NN %_ / x / 7t 0 F- 0 H.M. DOOR FRAME IA 15 m 0 En 0 0 IA -lo t- o 0 0 2x4 FRAMING T_ ALL LAVATORIES MUST HAVE OPEN 2 4 0 A COM51NATION FAUCET (L z CORIAN VANITY TOP CAPABLE OF SUPPLYING T_ 4 WARM WATER FOR A MIN. SEE FINISH SCHEDULE 2 % CN m I I 40 ol sv OF 10 SECONOS. FOR WALL FINISH c TYP. PARTITION TYPE T_ T Z 2f INSULATE HOT WATER PIPING SEE SHEET A) COVED QUARRY TILE BASE UNDER VANITIES E (P NN NOTE- ADA CLEARANCE LINE. MEN'$ PIPES UNDER 01 PIPES 4 SINK 13OWL SHALL VANITIES TO BE NOT PROJECT BEYOND F�Ea ' [) LAVATOfR%� BOXED OR WRAPPED THIS LINE. 41/2'-X 4 1/2`pt, 34-0. 4 1/2 3.-0. 4'-1 1/4' v 4 �10UNTING; HEIG;HT5 &ECTION /(i) LAVATOF,)4"r DETAIL oo f5,4,5E NiN A5 1/21 11-01 Aa 10 = 11-01 146 30 = 1,-0. GENESAL NOTES: 77777777L777/D- 1. WHERE COLUMN OCCURS, CUT BACK-UP, HOLD TIGHT FRONT CONTE TO COLUMN AND CONTINUE TO 51PECIFIED LENGTH. 2xIO x 3'-0' LONG 0 32' APR TO CENTER OF SUPPORT. 2. ALL. BACK-UP SUPPORTS SHALL BE FURI14ISHED 2-VAT FRY, GISILL STATIONS INSTALLED BY GENERAL CONTRACTOR MTL PURRING STRIP5/STUDS TO BE USED W/L 1/2' TYPE 3. BACK-UP SUPPORT MAT'L TO MATCH WALL STUD MAT'L X GYP BD BOTH SIDE$ BEHIND FRYER$ 4 GRILLS. (Le. WOOD BACK-UP SUPPORTS IN WOOD $TUD WALL6 H16ND SIN& MTI_- 5ACK-UP SUPPORTS IN MTL. STUD WALL) 2XIO X 2'-0' LONG * 32' AFF TO CENTER OF SUPPORT, 4. ALL NON-PLYWI-->. 5ACK-UP SUPPORTS SHALL BE NK_ CUT BETWEEN STUD5 SO TWAT FACE OF SUPPORT Is 3-C=1!ARTMENT sil SUPPORT FLUSH w/FACE OF STUD. DO NO NOTCH STUDS DUROCK BEHIND 3-COMPARTMENT SINK. FREEZER 01_04_� FOR BACK-UP5UPFORTS. MOP SINK RAC E,. PROVIDE 1/2' PLYWOOD BOTH 5,10E5 OF WALLS FOR DUROCK BEHIND MOF1 SINK 104, 105, 106, 101, 106, 10% 110, 4 113 (EXCEPT AS YALANCE TOILF=T ROOM NOTES.' NOTED OTHERWISE) SPAN FLOOR TO 6' A50VE CLG, 1/2' PLYWOOP BOTH SIDES OF VALANCE 0 6. SEE FLOOR PLAN FOR LOCATION OF GYP eD. W' A.F.F. TO 50TTOM EDGE OF PLYWOOD. 1. SEE SHEET Al FOR DOOR SCHEDULE. SEE DETAIL I/Al. 2. ALI- DIMENSIONS SHOWN ARE TAKEN FINISH TO FINISH B-VAT FRYER 3. SOAP DISPENSER FURNISHED 4.INSTALLED BY OWNER MTL PURRING STRIPS TO BE USED W1 4. PROVIDE 1/2' PLYWOOD BOTH 511DES OF WALL8 TO TOP 1/2' TYPE X GYP BD BEHIND FRYERS. OF: DOOR JAMBS. PROVIDE GYP' 5P. W1 WALLPAPER OR 1/2' PLYWOOD W1 TILE A50VE JAMIB TO &' ASOVE CEILING x (UNLESS NOTED OTHERWISE). SEIE DECOR PLAN$ FOR FINISHES TYPICAL. PREPARATION FI 075 ENLAFRC_:�ED TOILET FLAN rp. SEE FLOOR PLAN FOR LOCATION OF GYP. 5D. C ,40 1/21 0 1 6. TYP cl I u E 1-7 COOLER TOILET/KITCHEN ACGESSORIE5 5CHEDULE CLOSET TOILET ROOM BACK-UP 5UPPORT6 E�l ITEM MODEL * SUPPLIER GRAB BAR UNIVERSAL MFG. NOTEi ALL 5ACK-UP SUPPORTS SHALL BE CUT BETWEEN STUDS a12-001-3& 60 THAT r-ACE OF SUPPORT 15 FLUSH WAUALL STUD 21 GRAB BAR 800-521-1414 MANA6ER'S (1) 2x(o'S 4'-0' LONG CENTER MOUNTED 0 33' ApP. TOILET TISSUE SCOTT JUM50 PERSECO AREA 5 1 1 AUG 2 3 2002 TO CENTER OF SUPPORT (GRAB BARS) 0 DISPENSER JRT 630-623-4400 MARK 8. HARTLEY (1) 2x&'5 3'-Co' LONG CENTER MOUNTED 0 33' Apr-. TO CENTER OF SUPPORT (GRA5 BARS) KOALA CORPORATION 5A5Y CHANGING TABLE WO-666-0363 El No . 0202 . 62' (2) 2x&'S 2'-(P' LONG (1) MOUNTED 0 44' A.F.F. CREW ROOM (1) 0 53' App. TO CENTER OF SUPPORT TITLE: 4774 50'S BLDG,. (HANDICAPPED STALL TISSUE DISPENSER) HAND DRYER (COLORS UNIVERSAL MFG. Flo 435 ATLANTIC BLVD OTHER THAN WHITE ORA-5 SOO-a2l-1414 JACKSONVILLE, FL (1) 2x(o 2'-0' LONG MOUNTED 80 THAT TOP AT ADDITIONAL COST) OF CHANGING 8UFACE IS MAX 34' APR _j ST/SITE# 009-0272 OBABY CHANGING TABLE) UNIVERSAL MFG. — — — — — — — — — -j DATE AWGLE FRAME MIRROR 24'x3fo' — — — — — — — — — — — — (1) 2x1O 1'-4' LONG MOUNTED tv 48' Apr-. WO-521-144 KITCHEN ISSUE -07-7-24-02— TO CENTER OF SUPPORT (ELECTRIC WAND DRYERS) Fle—Ell COUNT'IEER MOUNTED UNIVERSAL MFG. (2) 2x(o 2'-&' LONG (1) MOUNTED 0 10' AFp. SOAP DISPIENSER 5 1 . I I I AND (1) MOUNTED 0 30' App. TO CENTER OF 6' SPOUT WO-621-1414 PRESENTER SHEET NO SUPPORT (URINAL) TOWEL DISPENSER .50BRICK, G C B-2621 5Ac< _ uF_ . 5u )T f=L AN- ORDER (1) 2x(o WALL TO WALL 3'-1' MOUNTED SO' APR OP'NONAL <�> TO CENTER OF SUPPORT (LAVS) Aa 114 1 -0 A8 SOAP DISPENSER UNIVERSAL MFG. ...... ........ .,_j L &r ii i -i /// - 7/777777777777;7777/7777777777 G) OPTIONAL P42 900-621-1414 /77777777777777///7 AA-0003276 TT FT_ 0 Wna"� 2x 41/ ti F\771 j/ r-7. ILLUMINATED ARCH ABOVE ROOF BASE, (TYFI-) NOTEs 0 PLUMBING CONTRACTOR TO ATTACH ALL ROOF: w — — — — — — — — — — — — — DRAINS TO DOWNSPOUTS I AS REQUIRED IN FIELD. 1 F pa w m __1 - - I 1 0 LINE Or- ROOF OVERHANG —BUILT UP ROOF TOP UNIT (D 0 0 0 ROOF TO PROVIDE -4----1 0 P051TIVE DRAINAGE 3/4' TPICK GASKET S UNIT SUPPORT RAIL I ul 11 AS AS LINE OF: BUILDING < 3/8, X 2 1/4' METAL SCREW 00 BELOW W1 GALV WASHER 2 PER SIDE 0 AS WELD 5Y tn en mv G.C. 1/8, 106 < 0 2' X 4' - 14 GAUGE METAL BOX >% GWANNEL WELDED TO CURB BY 0 MIN,SLOPE 1/4' PER 1'-0' METAL GURB - WELDED TO GENERAL CONTRACTOR 0 00 SUPPORT ANGLE 26 GAUGE COUNTER FLASHING 16m z cn L BUILT UP ROOFING RIGID INSULATION BOARD + 0 @ FIN ROOF SURFACE 2 LADDERFOR A S ROOF ACCESS W WELD BEY I Li STEEL ANGLE SEE — — — — — — 6TSUCTURAL DRAWINGS > L DOWNSPOUT - COORDINATE SIZE 4 LOCATION WITH CIVIL DRAWINGS LINE OF PARAPET Ilev u FLAT ROOF A65EM5LY PAINTED MTL ROOF: DECK - 1. 4 FLY ASPHALT BUILT UP ROOFING SYSTEM W1 GRANULAR CAP SHEET W1 SEE STRUCTURAL DRAWINGS FLASHING SHEET EXTENDING UP PARAPET 4 TERMINATE UNDER COPIW_s ARCH 5LOC<N(� ALL REQUIRED ARCH BLOCKING 2. (2) LAYERS RIGID INSULATION, 2 1/4' POLYISOCYANURATE FOAM W1 TOP TO BE VERIFIED WITH APPROVED LAYER OF 3/4' RIGID FIBERGLASS. McDONALO'S SIGNAGE PROVIDER 3. METAL ROOF: DECK (THICKNESS 4 TYPE AS SPECIFIED IN STRUCTURAL DWG5) F�00F FLAN ARCH 15 NOT TO BE MOUNTED HVAC; UNIT SUFFOfRT DIRECTLY TO THE ROOF DECK 4. PROVIDE PREFABRIICATED MTL. 6ELF-LEVELIN63 CUR58. COORDINATE- SIZE, 4 1 0 C LOCATION AND INSTALLATION REQUIREMENTS W1 M, E, P 4 8 SHEETS. A3 N.T.S. 24 GA. SHT. MTL. CAF` NOTE, COORD. PENETRATION LOCATIONS W/ 'MAC' UNIT MFR, 24 GA. GALV. SHT. MTL. COWLING, SET IN SEALANT. SEAL IV ALL PENETRATIONS. VERIFY DIMENSION FROM MANSARD 24 GA. GALV. SHT. MTL. W1 STRUCTURAL DRAWINGS OVER 1/2' EXT. GRADE 0 0 0 0 0 EXHAUST FAN (SEE HVAC SCHEDULE) PLYWOOD. EXHAUST FAN (SEE PVAC SCHEDULE) 16 GA HIGH CAR15ON STL. DUCT W1 P.T. 2XI2 6 16 O.C. ze— 16 GA HIGH CAR50N OTL. DUCT W1 ALL JOINTS CONT WELDED FIBER CANT. ALL JOINTS CONT WELDED ( FURNISHED 4 INSTALLED BY KB6) PROVIDE CRICKETS FURNISHED 4 INSTALLED BY KES) FLASHING 15Y GiC. AS REQUIRED TO 90 MAINTAIN POSITIVE (2)4'x4'xr:,/I&' ANGLES FLASHING BY G)C. 12' HIGH EXHAUST FAN CURB DRAINAGE. TYPICAL 0 PERIMETER 2x LEVELING CURB OF ROOF DECK 12' HIGH EXHAUST FAN CURB F15ER CANT. (TYPICAL) r 2x LEVELING CURB Z�ZWEAD R ERIMETER TYP FLAT ROOF 50L_FTO ANGLES P.T. 2XI2 tv Pr L J Jj lele P15ER CANT. (TYPICAL) CONSTRUCTION 2x12 HEADER - STEEL JOIST TYP. SEE STRUCTURAL FOR LAG BOLT TO ANGLES 2144' FRAMING 0 OPENING STEEL JOIST BEYOND Rt). 4'-0' NTS 4 21741 LMLE ITT 6 4R_ RIO. -------- 61 j ki F,R7 MK 11/2' MTL. STUDS 16' O.C. NOT U5E F,) ro 5ECTION UNIT ALL 4 ,51DES OF OPENING Aci &,4133 1 1 -0 LAP MIN. 2' INSIDE 24 GA. SHT. MTL. CAP 61 VENT PIPE 24 GA. GALV. SPT. MTL. MIN. mIN. (TY;f='.)\ (ryp.) NOTE. CLEAN OUT OPENING5 VENT PIPE DIAMETER VARIES - COWLING, SET IN SEALANT. TO BE INSTALLED DUE TO BEE PLUMBING DRILIGS. SEAL 0 ALL PENETRATION$. CHANGES IN DIRECTION 24 GA. GALV. 6HT. MTL. 1 1/2' MTL. STUDS 0 16' O.C. OF GREASE TRAPS SOLDERED LAP SEAM OVER 1/2' EXT. GRADE ALL 4 SIDES OF OPENING TYPICAL WEIGHT OF MATERIAL SAME PLYWOOD. NOTE: STAINLESS STEEL AS FOR ROOF: PENETRATIONS P.T. 2X12 * Iro O.C. AUG 2 3 2002 CEILING PLATE BY KES. STRIPPING F.T. 2X12 0 PERIMETER TYPICAL I MARK S. HARTLEY FASTEN FLANGE TO DECK. F115ER CANT. I' MINERAL 5D W1 WIRE AS REQUIRED TO No .. 0202 . 62 NOTE: MAKE UP AIR SHALL MESH LOCATED W1 IN 15- INTAIN POSITIVE 22 GA. GALV. METAL ON PROVIDE CRICKETS 15E MIN 10'-0' FROM WOOD OF COM15UST15LE MATERIAL METAL PITCH DAM - DRAINAGE. EXHAUST. TYPICAL AROUND DUCT. TYICAL FASTEN TO DECK 435 ATLANTIC BLVD NFPA S(o JACKSONVILLE, FLORIDA NOTE: DUCTSHALL SLOPE I' PER 1'-0' MIN ST/SITE# 009-0272 TYPICAL SEE ROOF PLAN FOR 0' NT6 ISSUE- - _0._7_-24_-7!_0.2_ FLAT ROOF: CONSTRUTION SEE STRUCTURAL FOR NOTE: COORID. PENETRATION FRAMING 0 OPENING LOCATIONS W1 'MAC' UNIT SHEE7 XG MFR. 2 &ECTION EXHAU6T HOCIED— 3 6ECTION EXHAU&T HOO�) ' 7%�FIGAL VENT FENETfRATICIN 6ECTION la �IAG UNIT A9 AA-0003276 Ala 3/41 11-01 A13 -3/41 11-04 A'3 1 1/21 11-00 Ala 1 0 1 1-0 R60pu_lTl.1-YAftCWtF0rV"INA VERIFY DIM FROM MANSARD W1 STRUCTURAL DRAWINGS T/FAN 0 El lll�-J ELEV. +16' 6 EXHAUST FAN (SEE HAVC SCHEDULE) EXHAU6T FAN (SEE WAVC SCHEDULE) EXHAUST FAN (SEE HAVC SCHEDULE) EXHAUST FAN (SEE HAVC SCHEDULE) TO BE LOCATED MIN 40' ABOVE ROOF To 55 LOCATED MIN 40' ABOVE ROOF 4 TO BE LOCATED MIN 40' ABOVE ROOF TO BE LOCATED MIN 40' ABOVE ROOF 16 GA GALVANIZED -16 GA GALVANIZED (D OR ALUMINIZED STEEL OR ALUMINIZED STEEL 0 16 GA. STAINLESS OR 16 CA. STAINLESS MEL STEEL (2)4'x4'x9,/Irp' ANGLES FLASHING BY G.C. FLASHING BY G.C. (29'x4'x5/*' ANGLES FLASHING BY GZ. FLASHING BY G.C, �D W�CAMRIMETER Oc:�0 1 D�PICAL� 0 r&RIMETER cc) 12' HIGH EXHAUST FAN CURB 12' HIGH EXHAUST PAN CURB ROOF D 12' HIGH EXHAUST FAN CURB 12' HIGH EXHAUST PAN CURB L 2x LEVELING CURB 2x LEVELING CURB 2x LEVELING CURB 2x LEVELING CURB L -i FIBER CANT. (TYPICAL) FIBER CANT. (TYPICAL) L F-15ER CANT. (TYPICAL) FIBER CANT. (TYPICAL) 2xI2 HEADER Ex 12 14&tr-,>P� 2xI2 HEADER �XI2 10 LAG BOLT TO ANGLES TYfl FLAT ROOF AG 0 ANGLES LAG BOLT TO ANGLES L A,G HgOt"Y=TO A W. L E5 CONSTRUCTION I - Q 14- STEEL J0115T TYP. 2'4 4' 21J 2-44 2-J14- STEEL JOIST TYP. RIO, ............................ F10- .....--------- ......... ..................... I__, 1 , � I I r-x_r 14 14- 11 ANGLE DUCT To AWaLE DUCT TO 71 IF I u MIN 1 1/2' MTL. STUDS a 16' C.C. TrR CODE AS REQ FOR 111N' TYF CODE AS RE i -it TY j YF MIN 1 1/21 MTL. STUDS a I& Oz. 00 7 ALL 4 SIDES OF OPENING 6TEEL OPENIW5 ALL 41SIDE8 OF OPENIWG FOR 6TEEL oPENINc-a 4 42,�C4 IT ALV. METAL 1 0 M�* W�JM -- M ;>OF SLOPE 11 PER 11-0'MIN < 0. D � I �w, LOCATED WITHIN 18' OF COMBUSTIBLE SLOPE 11 PER. 11-C'MIN 'T�, %LE Pt-?lN'WtLVaNAeLD0J/ WIRE MESH 1 1/2' MTL. STUDS A 16 OL SLOPE I' PER MATERIAL AROUND DUCT TYP (NFFA Sol ) 1 1/21 MTL. STUDS 16, Oz. MATERIAL AROUND DUCT TYP (NFPA s4o) ALL 4 SIDES OF OPENING ALL 4 SIDES OF OPENING 13 1/21 22 GA MTL SLOPE I' PER I'-0`MIN Ia. gTQ�J2 lAir n- Or,., o 6 00 Up 5r ACING LMTL. 6T, 04 --P I PlIMT�kW25J Wl9(?lIN. STEEL FASCIA Lm 6 ACROS 2 OIST5MIK AaS�S STEEL FASCIA 5 KITCHEN CEQNG KITCHEN CEILI ITCHEN CEILING ELEV. +8'-4' AFF. +5'-4* L:Lt--Y. +8'-4- AFF. lll�-J ELEV. +5'-4' AFF. METAL FURRING q� METAL STUDS— q�- * cn STRIPS W1 DUROCK Irp GA. GALVANIZED Pr�,NEGAALLV MgTAL ON W/ DUROCK 22 GA. GALV. METAL ON ow 0 I �q I' MIN�J%L WOO� �D W1 Wl§� MESH OR ALUMINIZ15P STEEL ;4 8 0 OR 16 GA. STAINLESS - L 0 C A I IRL '18y 0% W I OF;MM E M�Lji ST H11 5 L E LOCA ED WITHIl' 6' OF CO 5U5TIBLE 9 MATERIAL AROUND DUCT TYP (NFPA c56) MATERIAL AROUND DUCT TYP (NROAS(o) + STEEL 12'GRIL 121GRI 6UF:I=LY RISER W/ UL. STApj% LL�-- BY �8 STEEL FASCIA SUPPLY R16ER W1 UJ-. APPROVED FIRE 4 STEEL HANGING APPROVED FIRE 4 STEEL HANGING VWARKV711R. SHALL eF- MIN ANGLE TYP ---------- CFM FOR EXHAUST 4 MAKE VOLUMAgAMPER ANGLE TYP N -ROM HOOD EXHAUST UP AIR SHALL COMPLY NOTE: KE UP AIR SHALL BE MIN 10'-0' r W1 ATTATCHED LABEL I0'-0' FROM HOOD EXHAUST I(p GA GALVANIZED �jk T/400D I I I A T/1400c) OR ALUMINIZED STEEL 8 ELEV, +5'-0- SHELF HOOD SHELF HOOD I�J ELEV. +5--0- SHELF HO D STEEL SHELF HOOD 4 STAIN�ESS STEEL FASCIA 3' �TAND OF 3' �T,4ND 0 BY KJ=-.S. m CFM FOR EXHAUST 4 MAKE UP AIR SHALL COMPLY 0 0 W1 ATTATCPrzr:> LABEL X /X/X 4/ 0 0 Z X/ x //z X/ f�o$/E6q'l ENT C., /X/z�,/// 3 VAT FFZ%�Ef;;� &ECTION 2 3 VAT Ff;;�`,CEfR SECTION, 2 VAT FfRNT`Ef;;:-�, &ECTION. 4 2 VAT Ff;P,,N7-`Ef;;� �5EGTION- A10 1/2 0 1 1-0 1 A10 1/2 11 1 1-0 1 A10 1/2 1 = 1 1-0 a A10 1/2 1 1 1-0 1 EXHAUST FAN (SEE HAVC SCHEDULE) EXHAUST FAN (SEE HAVC SCHEDULE) TO BE LOCATED MIN 40' A50VE ROOF TO BE LOCATED MIN 40' ABOVE ROOF Iro GA. GALVANIZED OR ALUMINIZED STEEL OR 18 GA. STAINLESS STEEL (2)4'x4'x5/I&' ANGLES FLASHING BY G.C. FLASHING BY G.C. TYPICAL 0 PERIMETER OF ROOF DECK 12' HIGH EXHAUST PAN CURB 12' HIGH EXHAUST FAN CURB 2x LEVELING CURB 2x LEVELING CURB L -i FleER CANT. (TYPICAL) FIBER CANT. (TYPICAL) 2xI2 HEADER 2xI2 HEADER LAG BOLT TO ANGLES TYP FLAT ROOF LAG BOLT TO ANGLES miffiffim" 2'1'4' CONSTRUCTION 2'JI 4 STEEL JOIST TYP, ...................... ............... ....... ................ I 1L.I k I -jLfAl —t-y- ro (0 61 ,7 MIN" 1 1/2- MTL. STUDS * 16 1 O.C. �F IYF ANGLE DUCT TO — - 5 CODE AS REQ FOR ALL 4 SIDES OF OPENING SLOPE I' PER I'-0111N STEEL OPENING -22 GA GALV. METAL ON I',MlN%AL&OL By W/ WIRE MESH L CA D HIN 113 OF COMBUSTIBLE I ff 4M�rt)W6USF 016�&W. $LOPE I- PER I--0-MIN MATERIAL AROUND DUCT TYP (NFPA c36) Ia —3 1/2' 22 GA. MTL, Ia- STUDS 0 16' 04% T M; (��S AINLEee STEEL FASCIA O�U?2 1 ljO;IAI 5C I SI(�I t,L T 5 KAF.S. KITCHEN CMIQNG KITCHEN CEILING tUiV. +6'-4' AF-F, ELEV. +9'-4' Ar-.F. METAL STUD$. W1 DUROCK PAWL-�IXADOVI WIRE MESH LOCATED WITHIN 15' OF COM5U6TI5LF- MATERIAL AROUND DUCT TYP (NFPA e(o) 12'GRI SUPPLY R15ER W/ U.L. APPROVED FIRE 4 GING STEEL HAW VOLUME DAMPER ANGLE TYP NOTEs MAKE UP AIR -SWALL BE MIN 10'-0' FROM HOOD EXHAUST T/HOOD 16 GA. GALVANIZED VrJ ELEV. +El'-0' OR ALUMINIZED STEEL AUG 2 3 2002 SHELF HOOD OR IS GA. STAINLESS SHELF HOOD 3' 3TAN[�) OF STEEL MARK S. HARTLEY STAaS�S STEEL FASCIA BY CFM FOR EXHAUST 4 MAKE UP AIR SHALL COMPLY No , 0202 . 62 W1 ATTATCHED LABEL TITLE' 4774 50'S BLDG v /V 435 ATLANTIC BLVD JACKSONVILLE, FLORIDA ST/SITE# 009-0272 /X, DATE laSUE 07-24-01 SHEET NO G�FP,, ILL 6ECTION GrfRILL 6ECTION Al 0 A10 1/2 1 1 1-0 1 A10 1/2 a 11-01 AA-0003276 INQ Au RIGII&S PESIM V"M$ 0 0 0 0 FOUNDATION N 1. THE FOLINDATION DESIGN OF THIS 5UILDING WAS BASED ON 0 0 10 A MINIMUM ALLOWA15LE SOIL BEARING PRESSURE OF 2500 VERIFY UJ/ COOLER MFR. Eva. PSI-. SOIL BORIW_3S SHOULD BE TAKEN PRIOR TO 3(2'-0' CONSTRUCTION TO VERIFY THE ACTUAL ALLOWABLE SOIL BEARING FIRESSUREPOUNDATIONS, INDICATED WILL HAVE TO 0 4'. 4'-4* 2 2'-0' 10.1-01 3'-4- P'J'-4 221-a* BE MODIFIED IF THE ACTUAL ALLOWABLE SOIL BEARING 0 0 Ile, 11A ee e 110c ie e PRESSURE IS LESS THAN 2000 PSF OR SOIL CONDITIONS M.O. WARRANT THE USE OF'A DEEP FOUNDATION SYSTEM. M.O. 4'-(o' x 4'-1&' x P-4- xr;,'-&' x 1'-4' SEE SHEET 62 DETAIL A 0 0 FOR COLUMN FOOTING 2. ANY FILL REQUIRED BELOW SLA56 ON GRADE OR 5ELOW cn DEEP FOOTING WITH 2 DEEP FOOTING WITH FOOTINGS SHALL BE COMPACTED AS REQUIRED BY THE 61A Y61A K4 SIA (5) 05 E.W. VT (5) 05 Eiji. BUILDING SITE SOIL REPORT. Q) 0 0 r- - - - - - 3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 13 % Z1117WI1711ro� 1977117W771_1117 IMMEDIATELY IN THE EVENT THAT THE SOILS CONDITIONS 0 L — — — — — — — — — — — — — — — — - -- — — — — — -J ENCOUNTERED VARY FROM THOSE SHOWN ON THE 50RING LOGS. 0 o - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - 7 - 1� u 1 0 11 0 11 0 0 00 % L J 4. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY A GROUT SOLID -RIOR TO PLACEMENT OF SOILS TESTING LA50RATORY I 7 7777�j / CONCRETE. 0 IF T_ .. .. ... 7 op. cf) _j < L 0 CONCRETE AND REINFORCING GROUT SOLID . ............ rp.ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE 0 0 00 I 'j 'AMERICAN CONCRETE INSTITUTE BUILDING CODE' (ACI 318) AND WITH 'SPECIFICATIONS FOR .......... .. .. ..... .......... 0 STRUCTURAL CONCRETE FOR BUILDINGS' (ACI 301), 0 0 .. . ...... .... ........ . . LATEST EDITIONS. en K�A cn RECESSED MOP SINK ro, ALL NORMAL WEIGHT CONCRETE (145 PCF) SHALL 05TAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. SEE IO/A(v TYPICAL 0 ........ . ...... A -I. ALL CONCRETE SUBJECT TO EXTERIOR EXPOSURE SHALL 5 + 0 I A - 1: 1.. . Q. . , . E ......... . . .. . ......... C3 AIR ENTRAINED AS RECOMMENDED BY ACI 318. . ..... ... . ..... . .. ........ ...... j 0 .......... .............. ... 8. TEST CYLINDERS SHALL BE MADE AND TESTED AS OUTLINED W_ C11 0 ............ ............ IN CHAPTER I(o OF ACI-301. .1...:......... ....... ly I . I., . .1. , 0 Lu . . .................. .. . .. Q ................. C) $14ADED AREA INDICATES S. REINFORCING aAR6 SHALL BE DEFORMED BARS OF NEW 0 0 INSULATED 8LA5 I K2 BILLET STEEL CONFORMING TO ASTM A-615, GRADE 60. ......... lot . . ........... WELDED WIRE FABRIC SHALL CONFORdl TO ASTM A-185. ALL -IW :> 0 0 REINFORC 3 AND ACCESSORIES SHALL BE DETAILEE AND .. ........... . H PLACED IN ACCORDANCE WITH ACI STANDARD 315-80 AND '69 A Lu . .............. ... . .. > .............. .. ........ w I0.PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT 0 REINFORCEMENT AT POSITIONS SHOWN ON THE PLANS AND jl ... . ....... RECESSED MOP SINK DETAILS. PLASTIC COATED ACCESSORIES SHALL BE USED .. ........... IN ALL EXPOSED CONCRETE WOF�e, SEE I01A(o TYPICAL x ...... ..... -RAL CONTRACTOR SHALL CHECK WITH 11, THE GENE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS 7-7 9'. SEE STRUCTURAL DRAWINGS AND THE SU5-CONTRACTORS FOR OPENING$, SLEEVES, . ....... -OR COLUMN FOOTING ANCHORS, HANGERS, INSERTS, SLAB DEPRESSION$ AND T_ r . ...... ...... ........... : I % - OTHER ITEMS RELATED TO THE CONCRETE WORK AND SHALL ...... .............1. . r . . ...... . ....... .. .... ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION. E3 ....... ... _zA ........... CJ 1/4' 3/4' DEEP 6AWCUT ................. CONTROL JOINT TYPICAL :1.J..:, 77— — — — -- NOTEs TERMITE TREATMENT Or- - RAISED PAD SOIL PRIOR TO INSTALLATION VERIFY SIZE OF SLAB REOUIRED AS PER SB.C. RAISED PAP 4 VERIFY SIZE ------------ A& TYR. FLOOR SLAB CON8T. 5' CONCRETE SLAB WA15ERMESW OR &x&-WI.4xWI.4 WUF ON 0 MIL VAPOR BARRIER OVER 12' MIN CLEAN C14 COMPACTED FILL T/SLA5 EL. 0'-V' RAISED CONC CURB 13 VERIFY 51ZE WITH 13EVERAGE BAR GROUT SOLID m RAISED PAD 2 VERIFY SIZE IA 2 jQc._ / /W/ /`/`- -./-`-"`/%//777,w7///7;NWM oj 11 T — — — — — — — — — — — — — — — —— — — — — — — — — — — -- - — — — — — — — — — — - - F- - - - - - - - - - - - - - - - - - F /.Z 7777W I 77,m77Z77mr7777z*7_/z_z 7117zm�ll NOTE- THE SLAB GROUND MUST CONSIST Or- A 20'1-01 L SECTION Or- 1/2' OR LARGER REBAR 20'-0' LONG BURRED 4'-1&' x 4'-&' x 1'-4 0 IN THE SLAB OR FOOTER OF THE BUILDING. THE END OF SEE SHEET S2 DETAI A THIS PIECE OF RE5AR MUST BE TURNED UP 4 OUT Or- THE 46' O.C. MAX TYP UNO DEEP FOOTING WITH L CONCRETE IN AN INTERIOR WALL 4 MUST BE SLEEVED W1 NOTES- (5) 05 E.W. FOR COLUMN FOOTING NON-METALLIC PROTECTIVE SLEEVE W1 ENOUGH ROD EXPOSED 1. TOP OF FOOTING AT ELEV. -11-41 UN.O. W-0. TO ALLOW THE ELECTRICIAN TO ATTATCW THE ELECTRICAL Wk 4 04 4'-0- �'-4' ] (01-01 GROUNID CONNECTION. VERIFY LOCATION. ma 01 el M.O, F-OUN F_,) AT ION FL AN 2 1/40 11-00 CONT. BOND BLOCK T/ BOND BLOCK LU/1-05 TOP ELEV. +2'-6' Of GROUTED SOLID 110 CONT TERMAL BREAK 4- 26 PER MFG SPECS MASONRY WALL SEE ARCW DLLIGS MASONRY WALL MASONRY WALL 4' INSUL. F/C PANELS FURNISHED 4' CONC SLA13 W1 &x& 1.4/1.4 WUF VERT REINF ( SEE FOUNDATION PLAN SEE ARCHADRUJ35�. 1/2' COMPRESSIBLE In' COMPRESSIBLE BEYOND 4 INSTALLED 5Y KES K APPLY CONC HARDNER THEN SEALER FOR EXTENT JOINT FILLER CONT. JOINT FILLER CONT. K 1/2' COMP JOINT FILLER CONT 0 PERIMETER Or- SLAB PERIMETER Or- SLAB K 0 PERIMETER GROUT MSY SOLID 05 DOWELS SEALANT CONT. �< (2) 2' RIGID URETHANE INSULATION BELOW GRADE TYP. 5'CONCRETE 6LA5 a 48'0.C. D'CONCRETE SLAB SIDEWALK 4-1 wcoNcRETE SLAB x W1 STAGGERED SEAMS 5' CONC SLAB W1 &x(o 1.4/1.4 ULIF 45 CONT. W1 GROUTED SOLID 45 CONT. W1 SEE 61TE >< PLAN FOR x FINISHED 03 is 48' OC IN MASONRY 03 461 Oc AUG 2 2042 GRADE OR DETAILS 24 GA. GALV. METAL FLASHING, x 3 PAVEMENT AS GROUT MSY SOLID T/ SLAB FURNISHED 4 INSTALLED BY G.C. X 64 T/ SLAB T/ 5LA15 I %� T/ SLAB pb I % APPLICABLE BELOW GRADE TYP. A PAINTED TO MATCH FREEZER TRIM % % MARK S. HARTLEY 'ELEV. 0,-O"-r V. 01-01'-F ELEV. 0-0' ELEV. 0' ELr= 01� I. - - - HOLD GRADE MIN. 4' BELOW I 't Y 7t FINISHED I I LEI I IE� GRADE OR FROM BUILDIWG TYPA PERIM. — I I I iEd I I I - PAVEMENT AS /7 t 1 —006 VAPOR BARRIER APPLICABLE % T/ FOOTING GROUT MASONRY SOLID TITLE: 4774 SO'S BLDG T. :11 _-11 / FOOTIW 1-05 CONT WM DOWELSO 435 ATLANTIC BLVD I I - I I—El I I— FOOTING T SLAB BELOW TOP Or SEE PLAN SEE PLAN A I&, O.C. VERT MX 12' CLEAN COMP. JACKSONVILLE, FLORIDA Sx=E P1 ST/SITE# 009-0272 FILL W1 TERMITE ZO& VAPOR 5AWIER 7_ TREATMENT TYP. IT, > .0 M I IE:1 , 05 DOWELS x W7 05 CONT W1*3 48' Or,. . 0 DATE DOORS TYP. . . . . 4' CONC 6UB-SLA5 W1 bx(o 1.4/11.4� UUXIF W- — 1=1 a. ISSUE 07-24-02 T-01 2 ON p 0- O"o CONT. W/ 21-01 A 05 CONT W/03 4S' O.C. 0- if— — --- 03 46' OC 10 MIN. 12' CLEAN COMP. FILL W/ TERMITE TREATMENT TYP. 2'-0' le a- 1, a- [ , I I lam MIN. 12' CLEAN 10 MIN. 12' CLEAN MIN. 12' CLEAN COMP. FILL W1 COMP. FILL W1 COMP. FILL W/ SHEET NO TERMITE TERMITE TERMITE &ECTION la FEfRI�IETEfR eECTION lo) C00LEfP---./ TREATMENT TYP. TREATMENT TYF. TREATMENT TYP. FFEEZEFR 5UILDINC:� I &ECTION . 2 6ECTION 3 6ECTION . 4 OF COOL EFA=fREE ZEfR 59 SIA AA-0003276 614 3/4 -ON 3/41 11-01 3/4.1 11-01 51A .3/41 11-00 514 3/41 11-00 0 2&=%.YARCU1TXCrURJL INC L xz� F_ yl-�2 A6\4\7�\_ �XXX �d I 14L �XXX <>< 1=1 YIL=- IL Lu ILI IL -14'-0 OUVOUT 5L[)G 501-0 24'-0 (L 361-0 14'-0 22'-5 fl, 161-3 1131-10 25'-2 2a'-3 331-6 21-(o 22'-4-' 5 1 2 < > 52 IM52 w IME32 > (UNLESS NOTED) IME32 —-—-—-—-—-- F-I Ll J r 14 Lv� (Y ^4 < <1 C1 0 LL ILI (Y- 111-1 0— W— /jk (o 00 ff C) -A -.:3 (L Lu z LL- t- Lu LLI 0 > V LLt z ILI (L 6 < z <1 --j t >- 0 < [Y --I (P LL :L -:B (o (j W- 0 LLI Q -Z LLI q 0 7 Z 14) <( < (L 0 Q LLI IME32 IM51 <( z ILI (Y 0 0-) Li T- El El Li "'s r + co IME31 4� > (UNLESS NOTED) u- 0 -- <1 W LU I- w Ifl < CA ,4 3 1.11 IL <1 > w Lu --3 11�1-10 25'-2 2a'-3 43 -a 46-2 1al-o X F7101-0 24'-0 14'-0 OUT/OUT 51-Dr Cu cu co E�15EID 5ETTINC3 FLAN (P 7t w V) 0 1 0 D EN W Lo << i- T (EBENTZON 5-FRUCTURAL ENGNEERING f-- w 4 375 EA5-F HICHWAY 50 (u ENGINEERING Ai CLERMONT, PL 34711 fo d COMPANY, (352) 242-0100 Pay (352) 242-0302 51 C. OP A. C-60006871 INC iEmod: Ibc@lbeci.com www.lbeci.corn 4641 cu IL ILI ILI 13 (L LL LL T5 14x(6> LL TS e)xb ILI -A ILI IL (L (L ILI [L d) -A r j 3 'x OUTSIDE 4 FL 3,xl, I M E31 v W/2- 21,� NCAx 4 OF E3L[)G. *t5 REBAR RE5AR (33- fRE011D) 0 hl� EACH WAY 0 All Z—F2 EACH WAY It] 6 T/O CONC. (+11'-4) < z c, Lu -11F > 4 4 16. E30LTS x 1'-5 FOOTER 4 > FOOTIER \-4-1 0 ANGP �4- 3 4> 4NCPCFP, E30LTS x V-a 4'-(o x 4'-6 x P-4 DEEP 4'-(o x 4'-(o x 1'-4 DEEF N(o + 4) w/1-LUASPER EACH ILI (I(o + 4) w/1-WASHER EACH ILI (3000 CONCRETE) (3000 P.S.I. CONCRETE) (o 4 E 3 1(o > w/5-05 � 50TTOM E,W. w/5-*5 � BOTTOM E.W. GRADE 60 REBAR GRADE 60 RE15AR 0 BASED ON 2000 P.S.F. 501L FRF55URRE FF BASE PL I x 12 x V-a BASED ON 2000 P.5.F, SOIL PRESSURE z (C;TR'D UNDER COLUMN) (CTfR'[D UNDER COLUMN) ---545E PL I x 12 x I'-0 Af W J FF1 [E ILI 0 tLI LEV F-L4'xl2x I'-0 IF3 Li LEV PLrxf2x I'-a z < IFDI c� 5 E C;T I ON (--i <( 12' 12' 52 E)ETAIL A 1)E T,41 L B (2 LOCATION5) (ONE LOCATION) ILI IL 0- ILI W 0 LLI OUTSIDE OF 5L[Xr—\ IL 11.1 z ILI (V ILI <1 (t) Lu �D 1-- [L z () Z Z ILI L 0 < VIEW A 0 (L z @ PL x-T2'x P-0- 1`152 z 0 W/2- 3 � NCAX 6 i::: 4 < j OUTSIDE OF 5LD UTSIDE OF BLDG (Y != --4, o A (L < W- (Y 0 T/O CONC. (411'-4) "It Lu LLI 7ZA z VEW 4 VIEW E3 L F-L. 2x-t'x P-0- IME32 PL ix-t2x P-0- It-1152 Lu 2 2 W12- - 0 NC,4x W/2- 3 p NCAX CA 4 4 ro :E 4 T/O CONC. (.W'-4) (411'-4) T/O CONG. SECT110 [a 2 LOCA7ION5 LLI LL- ILI > III v (Y <1 ff ILI Ln 6 z CL 0 cu Ell -A < <1 0 ;,- z co < ILI — 5ECTION SECTION ONE LOCATION ONE LOCATION 1-- Z Lo BENTZOM 5TP-uc-rUP-AL ENGINEERING 375 CAST HIGHWAY 50 Q) ENGINEERING 0 CLERNONT, F-L 34711 compANY1 (352) 242-0100 I'ax (352) 242-0302 6 z 52 C. OF A. E50006871 1-- INC tu End: ibc@lbeci-cotn www.lbeci.com lu d) 0 11-16 0) t-1 LL 1-11 ly- ILI ILI d) 74'-0 OUT/OUT BLDG 501-0 24'-0 36 1-0 14'-0 23'-0 3 3 z 22'-43 61-6 7- 5'-lo� E"-a,, E,1-0 31-1 e,'-4 31-1 51�3 5'-2 51-0 4'- 4 SFAGES 5'-0 20'-0 61-0 2'-41 41- + 41 2 3,,' 2'-6',, 0 4 z 4 5 ro 2- 10413 ONT 3x2x4' (LLP) ca IIE31 Lu z 2 > d G) 99 W2 Ix44 (+12--I�, "t Ln 57 14,12 E=1 W21x44 3 (flit A > rn B M(Z L4x4xl (4-RE O'D) CONT 4x3x4' (LLv) 4 �4 W L3x3x4- 104'E' pq �) 1042 UPLIFT BRIDGING 3-1041, 1-10,45 F� m 0 IST B/c F/F ONLY —L3x3x4- 10 c. All L 3X' 3 X 10,411 0- L3X3X4- 10,41j I& -1 1 'o 16- 26PS- JI (UNLESS NOTED) 1 1 3 L2�X22X I& 5RA�E 1 C14 IoAlo X Q A :3 CONT T5 3X3X4 Ci 2-IOM3' E 3: :L (a %S) \9) cli c1l Cli LLI 6 2 a/ Q GCNT 5NT F-L'x6 4 ILI 4- IOF-I ILI w ILI q M ILI 10 �,D (L z T) -j q 2s (y (y w 0 L3x3>,4- 10,411 L3x3x,, - 10,411 L 3 3 1 10,412 1 z UFL IFT E3RI DG ING X X4- :r CONT 4x34 (LLV) I (s) --( I-- 'M 15T E3/C- P/1' ONLY C) Z 3-10AI, I-IoAo X Z 0 ::3 L3x3x4- 10,41�, < �:: 0 q < uo X @ 7 Li Lq w q <1 d) 1-- Z d) 4 (D (D 9 (D (D 5FI W2lx44 (412'-5�) < DET. 5 Mca FRAME MGa FRAME 3 tDwe S& ERECTOR NOTE: NO UFLIFT 2 5 - —i -- -��7) X 4 T 4 BRIDGING IN THESE BAYS <( > lit 5 5 C3 3 (L LL < < Lu w J." CONT 3x2x4' (ILLP) 1-- 1-- -4 < <1 34'-& 2- IOA9 0 C) cl 501-0 24'-0 Id <1 C) > 74'-0 OUT/OUT BLIDG, (),[ &) Lu (L 0— z DESIGN CfRITERIA q F- 1, DEC?IGN E34515: (L (L f: FLOIRIDA BUILDING GODE, 2001 q Floop FFP,4MlNC:T FLAN ASCE 7-93, 5ECTION 6. 4, 2 2. WINE) SPEED - 150 MFq (3 SECOND 6;UST) z NOTES 3. VELOCITY PRESSURE: 51,(o FSF 1. ELEV. T/O CONCRETE 5EAM (+11'-4) 4. DE516N WIND FmFPE!55URE; T45LE &-2, A5GE I-3a <1 cu 2. DENOTES PORIZ. BRIDG. Ll,xl4'x' H51 F,00r: 45 PSF (6RO55 UPWARD) TOP I BTM. CHORD UNLEeS NOTED WALL: 35 F&F (6F,055 LATERAL) 3. 5E5 DWS 56 FOR JOIST SC"EDULE EXPOSUIRE: CATAGORY: B NOTED ON PLAN (D (D (�) E TC. 6. IMPORTANCE FACTOR: TWO C) to 4. SEE E)U)Czs SE, FOR DEC< LAYOUT 4 R/O FRAMING PLAN ILI q UJ 1. ENCLOSURE CLASSIFICATION: ENCLOSED < 17 RENUON STRUCTURAL ENCINEE-P-ING w- 5. 0 DENOTES <NEE E31RACE (SEE SECT 2/SS) a. BLrXi, qElnPT - 20 FEET 11ON -375 EAST HIGHWAY 50 ENGINEERING 4J 9. ROOF LIVE LOAD - 30 P5F CLEP,11ONT, �L 34711 10. ROOF DEAD LOAD - 20 F'SF COMPANY1 (352) 242-0100 Fax (352) 242-0302 z Cn 11, NET UPLIFT ON JOISTS - 3,r2 P5F C. OF A. EE30006�371 ILI INC w �moil: lbc@lbeci.com wwv.lbeci.com 0) Co 11- ILI LLI :3 (1) 14'-0 12'-5 3 —4 14'-0 24'-0 3 (L 5'-0 4'-(o 4 EF-4CES 5'-0 20'-0 &1 0 3'-&,, \2'-4a, 41-� 0 2'-a' 4 51 -A z ILI IL < LL —3 > 4 z IL LL CIA cli ILI D- ILI > ------------- L 3F2/L E- F2/L -37 5 tr-11 —r 4 F <[ cli 4FI 4FI 4FI T52x2x4' 10MI LL- U (L 4FI T- <1 ILI z 4PI ILI Wt 1 ILI CONT L3x3x4x 20'-0 LU 'Ar— 10,44 w 1 0 M ILI 4PI < (L d) Z ILI <1 —I t < 4FI J 0 0 (y- LLI CI LLI L z (D <[ 4FI Z < <[ Z TYP 4PI :-:) (L J < 3FI C) ILI 3P2/F, -t < d tD cl <1 3 44 CIA I LL C) D LU LL > CIA LL LL W c\1 4 �D W LU w i- F- 5 �t <1 0 L) w I-L LU 2 0- 14'-0 24'-0 :z w c38'-O CUT/CUT 5L[)G ff 0 < F-- L Q <1 z <1 a) _0 cl BENTZON STP-LJCTUP—AL ENGINEERINC <[ Lo Arrm v 1375 IA5T HICHWAY 50 V/. ENGINEERING CLE-P-NONT, F-L 34711 COMPANY, (352) 242-0100 Fox (352) 242-0302 (n 1� cn C. OF A. E-B0006571 54 Inc iErnail: Ibc@lbeci.corn www.lbeci.corn w LLI C) C� m 1-64 1 0 m t" cu YOiRK FRFDATOf:;,1 STI) LIFF LLEG LOW PEAT LLI 14 :3 IL 14'-0 OUT/OUT E3L[)Ci 12 4 8� FUDDLE WELDS 501-0 24'-0 a' clr- a SIDE SUPPOFRT 361-0 14'-0 2 2'-4-35 (01-3 a z —SIDE LAP SCREWS "12-14x -3 TEK5 01 4 51-1102 3.-1 5'-4 31-1 5'-2 51-0 4'-(o (o'-0 3'- 2'-4 4'- e 12" c/r- DEC< LAPS r" 154' + + 4 5 F,4 C E 6 5'-0 2 0'-0 EL"N 50 PUDDLE WELDS 6' c/o DECK ENDS 4 DECK L=�� - INDICATES all'PUDDLE WELD6 , INDICATE5 SIDE LAP SCREWS 16 FCS 22 GA x 23'-2 1'� PC 5 20 G,4 x 12'-0 I(o FC5 22 C�A x 25'-5 la FC5 22 64 x 22'-2 - IROOF- DEC<: TYPE! � wiDE RIB (PAINTED) r-ASTENING METHOD: 5EE SKETCP WELD W45PER6: NO LLI B 21-5' 2 -13 0 41 2'- CIL —24 w 4 -014 E- < 12FIO 3 q T 510 12,41 12 A2 36* 12FI 12,41 12A2 12F=-1 12r-B 12F:10 1200" slo 6 511 12.5 TON 1318* 5 a C� LL — 2 - 4 121'ro 0) Cn fy i-_J T- f-- 0- -A <1 -.:) -- III r1X C) (3 -A 0 -- 0 (L I.-102' a �3 (0.51 TON 1164' 1 () 41-ea to 4 3 J CIL 12r2 12F3 510 ILI 0 uo A\ A in LLI 41-6 J 121`9 z Q) 0 z z I CIL 210' 210* 111 2. 3 F-- —4 F- 4 2 4 i r,Xl <[ _j F- 2 e,' 2'-4 -A LA 0 1 I.E, TON 1114* 12F!5� 12r-6 LLI 0 z Lit <1 12F4 z ILX- 12.51TON 1-3100 ly- 210' 10 4 2--4 /1 -114 r LL, (f) 510 510 w <1 Lit C-) L) w al-4 41-(0 0 1 III ILI III I-a3 < <1 24'-] 12'-10 (01 0 in LU 0 > 501-0 24'-0 <1 ILI :1 IL 14'-0 OUT/OUT 5LE)G 0 <1 iw: FP-,OCF OPENING AND [DECX FLAN M Cu DENOTE5 DECK CUT OUT AREA (BY 6EN. CONTIR) (5EIE DLL6 Sa) Cu 00 <1 ILI Ln Ln z it D LO r- q BENTZON 5-rp-uc-rIJRAL ENGINEERIN(� MCijN 315 I-A5-1 HIGHWAY 50 MGIMRRIMCG� CLERMONT, F-1- 34711 In 0 COMPAW (352) 242-0100 Fox (352) 242-0302 z INC C. OF- A. L-B0006871 Mj Email: Ibc@lbeci.com www.lbeucom CD 11-0 LL ILI I It STOF DECK 22, JOIST SEAT SC�,IFIDLILE ILL 24 1`11AFI< IDEF-'-'T�4 r-IATER1,4L PLATE -D IOAI, IoAb OfR +12' 'o (D L-i�—TUBE <( CONT- L4x3x,' (LLV) III PLATE 1)L T,4 I L A METAL DFC< EA. EMBED (D 38 L-J—TUBE Tsi 2 FLATE T/CONC. 41 V-4 CONT� TS 3x3 (D 4 L-L[�—TUBE f 10M3 4 PLATE TUBE PLATE (04 L-il—TUBE 21 3 <TYP w > 0 T/CoNC- +11'-4 El //, I A . PLATE —:v A 1" U;=TUBE PLATE L-jJ—TUE3E JOIST 101, 777r--PL ATE Lu 0 w L-jj--rUE3E -I �UFI-IrT l5fRID. < F`LATE KEEP - L 1139 E�=TUBL 1'-02' Tf=��PLATE 22' POFRIZ E3FPID —L-d--TUBE WELID ALL POINTS 114, Tff�f—PLATE 3 —<TYP (3-LOCATION5) 56 L-i�--TUBL �2 OF CONTACT 3 4 1 L3x3x4'x 1'-0- 10141 PLATE CONT. L4x3x4' (LLV) W1 2 3 0 WEc)Gr= 4NcpcFRsx 31 4 TUBE ILL le EH CT ON IoA1, 10AL3 4 Lu SEC;TION Ff ILI Lu -T z + 10AI, 1014a VAIRIES CONT. L4x3x4' (LLV) I I Lu w -'4 HA 14-1 METAL DECK t, -q > DET,41L A > ILI L cl C-1 -T 1'-91, 'R 2F2 I w 1- L3x3x4x 5- IOA14 2 F-3 LL 11 Q 2F4 L 3 fill 1,-,3 2FF7, IOAI� JOIST---�N --pi W21 L CONT. L3x2x4' (LLP) UPLIFT ORIF-)- I I METAL E)EC< C,1 CONNEC;TION TO STEEL COLUt-lN ILI z 3- LOCATIONS w :L ILI Q (Y ILI < (Y- L ILI 16 (1) f)- z Z Z LI X-�X3 T53,' _ 16 4--0 O/C 4 I- L(ox:�x ir:px 0 5F2R/L a CONT Clx14.1�� (TIE T0 COLUMN ENDS) (Y- w C) 3 z DA <1 W -AT - ----- @ 2F2R/L T I ON LIFT BRIE). 4 2F-3R/L VuP C-1 2F4fR/L fy 3 z 0 2F�,R/L �-j OL < I- L5x3x,'jx 54' (LLV)- 10,413 a/ Lo W1 2- 241 WEDGE ANG x 3-" C) ILI �D ILI -A Z C,-1 CONNECTION TO CONCF�,)ETE COLU�IN 4- LOCATIONS ILI (D I � 0 w <1 b DIMENSION VARIES 24' 0 ILI n- ILI Lu < FACE OF BLDG (5EYOND) ILI CONT. TS 3x3x4- 1OM3 T/CONC 411'-4 3 0- cu CONT. L4x34 (LLV) <1 rill 71'1� I0A1, 10,40 W21 co 16 4 LD <1 Lj C, Lo JOIST E C�,T I O�(- TUP -NONEEPINC UD ENTZON STRUC -AL C 315 I-AST HIGHWAY 50 F Ll ENGINEERING ED E TA I L 5 CLERNONT, F-L 34711 En co Pfffi (352) 242-0100 l'ox (352) 242-0302 6 z C. OF- A. E�D,0006871 0) INC Email: Ibc@lbeci.com www.lbeci.com 0) r" cu IL ILI 14 LLI :3 LLI 6) C4x5,4 FRAME > > -A III v4 3,-3, 2 4,, 31-9 IoAl3 D CONT. L3x2x,' (LLP) 55 METAL DECK z DA < 0 W21 JOIST GONT. E3NT FL4' X ------ -T, lopi 3 +13'-3 4 UPLIFT E3RID. 2FIfR/L ROOF DECK ILI 3 12 > W21 LLI W21 ILI T&-�x3�x-' @ 4'-0 OIC- > CONT Clx14.1-5 (Tl�� TO COLUMN �m END)&) C) LIA Q DJ (L lr-.r 'r, (D <[ 4 W21 c5<1 SOFFIT 10'-4 E)IMEN510N VATRIES 5EAM TPK CAP PLATE W/ TH< 5TIFFNER PLATES W1 12- 3 41 ,432E, E30LTS 4 LLJ FOM GONT CIA4,71�, (TIE TO COLUMN ENDS) E I >- 1-- LLI Lu 0- fy- 0 0 ILI z ILI fy- ILI (Y- <1 Lu > (s) I-- > LIA 4 ILI -1 i< �l C �:: I V- 's DIMENSION VARIES ILI --I t- <1 X� 0 ILI 6ECTION ILI w @ [L "D <1 <1 > > r5 LH 3 10,41� 2- L's rox4xl& q J -A 16 GONT. 1-3x2x� (L H) W/ 4-3 41,432�, E3OLT5 4 GONT. L3x24 (LL;-4) 71 r 10,43 METAL DECK L METAL DEC< 3 (s) LLI LL) -A -L < L L -1 L L ff z I- L&x3�x X &' a WALL 'ffl BEAM (r-.S.) 10.46 W21 I- Leox-�Xl&x W21 > 10,46 �—JO15T C,4 5TD. UFLFT DETAL ENE)e, I Q- KI) UPLIFT 5RID, 6 r ILI L" ILI I- 21,P WEDGE AINC14OR& X 3 — z 3 <1 0 <1 Lu ts) (D V-0 I,-c3 DIMENSION V,4R[ES---- Lil 3 cy- z 13 q 0- FACE OP BLDG < ly Q m ILI [DIMEN&ION VARIE5 1,-& 11. C) fu <1 z 4 FACE OF 5LDn (515r'ONP24 IL SECTION < lu r- cn Lo E�NTRZ�OMN sTRUCTUP-AL 375 EAST HICHWAY 50 ENGINEERING CLE12,1-IONT, F-L 34711 SECTION 4j COMPANY (352) 242-0100 Fox (352) 242-0302 C. OP A. EB0006671 INC ILI 3� lEmoil: Ibc@lbeci.corn www.lbeci.com th C> Wro cu c) IL Lu 14 w rl 112' 3140, 31-1� 31-0 SCREW [DECK TO SCREEN FRAME 4 Iro'-1 W1 "12-24x' TLKS 04 19 12' c/c i AT ENDS 22 rA WIDE RIB PAINTED DECK IV (ONE a 3&' COVERAGE) �D z ILI w (ONE 6 IV covERAGE) w C-) CONT. E3NT PL' x 6 NOTE: LAP [DECK I' tv SUPPORTS 4 lopi .3 413,-381 -0 3'-3 4 F�oor- [DIECIK +13, 2 F RAt-IL L.I1XI2X'16 12 ILI 6 21 W21 16 LI M L4 JIL --———— ———— ————————— — — w 0 ------ ILI ---------- -- - ------------- ---- q SOFFIT 10'-4 1 z I ix <[ I I I I I I Q) <1 T/CONG 411'-4 L4x44- IOA2 (eEE E)Ur:s 53 FOR LOCATION) 10, c� CONT C,7xl4,15 (TIE TO COLUMN ENDS) ILI 3 4 (Y- JL L J L ILI 0 w [L (Y- F- (L CI LLI z ILI (D 12'-53 D 4 LLI ILI w l=OM L NOTE: SCREEN FR,4ME 4 DECK INSTALILED E3T' GEN CONTR z 0 <1 0 -j 21-S 6ECTION tL QQ 0 111 Ci ILI IL 2-1 2: - NOTE- SEE SECT I/SS FOR FIELD WELDINn NOTES @ <1 CI Z SCREW DECK TO SCREEN FRAME SCREW DECK TO 5CREEN FRAME < 1 -0 W/ "12-24 a W1 #12-24xa TEKS "4 X' TEKS -4 q 12' r-1c; AT ENDS 0 12" r-/c 4 AT ENDS z z ILI ILI ILI <1 22 GA WIDE RIB PAINTED DECK 22 6A WIDE RIB FAINTED DECK FRAME C,5 (36' COVERAGE) (36' COVERAGE) NOTE: LAP DECK 1" 6 SUPPORTS NOTE: LAP DECK 1' 6 5UPPORT5 ILI LH <[ FRAME LWX31., < Llj Lu L ILI I \ 11 w <1 ff I <[ > IV <1 w- V, > <1 0 ILI <1 Lu w IL IL -[ Y 0 -q q ILI ill ILI > F- 1-- cl n n 2- 2'0 4301 THRU E30LTS (T-r-f-) >- 1- SGf;�EEN FRAME E3R<lr (5Y GEN GONTR) w u- v METAL DECK (Y SCREEN FRAME E3RG 11.1 A 7T TOP OF MIHTAL DEC< ETAL DEC< q U Z z (3 w 0 TOP OF METAL r ly- w- I I )ECK. <1 I > �—y - <[ IL cu q 0 q 0 < > z JOIST iLyl-�, ly I J015T UPLIFT 5RID. ci: <1 \—UPLIFT E3RII--). 0 :z R 170M NG 375 EAST HICHWAY 50 ENGINEERI 5EC;TICN r2 SECTION CLEP-NONT, Fl- 34711 COMPANY1 (352) 242-0100 Fox (352) 242-0302 6 C. OF A. E-50006671 INC NOTE; SCREEN FR4ME 4 DECK IIN5TALLFFF-) F3Y GEN CONTR NOTE: SCREEN FfR,4MF A DECK INSTALLED E3y GEN CONTR Email: Ibc@lbeci.com www.lbeci.com -T 0 CY) 1`-- Rl C� LL 14 �3 lu IL 0 4 2'-5', 2'-4'g !3 ILI z > lofmi CONT. ENT F-L,' x 6 ILI 3 I-L2,'x22'x-' -a 4'-0 C/C GONT L3x24 (LLH) (sE:E PL4N [531 FOR LOCATION) C4x5.4 FRAME 10A9 TYF 4FTER Iql ro ADJUSTMENT -3 2- L's 6x4x 16 3 12 W1 4 4�A32�, BOLTS ROOF DEC< A +13'-301 METAL DEC< z LLI 4. 13'-2 f- -,X -,j z W21 z W21 3 3 3 Y LLI w I- L2x2xf6x T52x2x4' TYP AFTER 4E)JUSTMENTH,3 10,45 10ml + W-1 W21 0 T-- J L C4xE5.4 JIL I — ———— — — LU21 12 ILI I ILI ————— ————————— ———————— —— — ————— 4- 12 TTF < F><J r f7 /I SOFFIT 10'-4 r- IL I X t Y \�T54x4x4 (NOTED ON PLAN 531 THUS I I 10M2 C, CONT. L 3x3x 14 j I I 3 10,44 Of-) -v�,-121 \T,532x3�x3 C,4's I LL- ILI CONT C-IxI4.15 (TIE TO COLUMN ENDS) 0 3 I'-32'-� (Y- LLI o (y 38 6 LLI 5EAM 11.0 3 3 E --- DIMEN51ON VARIES 4 10'-34' 2'-2,' Lu 7 E F- () �D 12'-5 34 w 0 IV ILI FOM z 0 5EC,TION 0 Z Z - III C 1-- -1 �-- --- A SECTION w C) (0)) (L Z ID Z < (s) 0 (y- Z q (y (-) (J w �D �D IL LLI 4 z w cl L) > ILI a tu F- < T/ MC5 irILI LL > 4. 10'-4 <f 0 �V)< Lu -D FL�x3x (o' M< 5PI (3-REO'D) MCaX5,F? FFFRIAMr (y 3 (W/ & 44, THRU BOLTS x l'-O M< 5MI) (L (W1 2 EPDXY E30LTS W EM5EDMEl-4 I CORNERS (L 4 cu ILI Fu < 0 41-4� 7— < C3 ly LLI F- y- 5ECTION D cl ENTZON LO <1 r-- HENTZON Tp-uc-rURAL E—HONEE-P-INC <[ 0 cl 375 �-A5T HICHWAY 50 ENGINEERING Cl-�RNONT, FL 34711 In "I COMPANY, (352) 242-0100 Fox (352) 242-0302 C, OP A. EE30006071 w X INC r) ILI lEmail: lbc@lbeci.com www.lbeci.corn :E C� m IL LLI YOF�'K FfREDATOR (z LLI q 6'-9 IDECK CUT OUT &'-c3 DECK CUT OUT 2 2 iro 1?10 2 45, 23 J& V- 0 kf) Lu 0 I 2I'lETAL. DEC< 4/C CURE3 AIC CURE3 I 2MET,4L DEC< 14/c CUF15 14/c: CUR5 I 2MET,4L IDECK MET.4L DECK CUFPE3 ET4L DEC< — ————— ——— —— -1 r c ILI r < Z L4x4x4' FR,4ME L4x44 L4x4x4 JOIST 21 2,' > JOIST FfR,4ME 4 ILI JIL 41-3 DEC< CUT OUT E- Ln cn 1 4'-3 2'-114 cn 1--1021 68 SECTION erECTION eECTION LLI (V (y w (L (y- �) 0 'y C) LLI z w w (Y- ILI 4 (o q) F- 7- 0 Z LLI < <( ILI (L z - <[ Z z q q (L ?011-0 q w- (y 0 31-2 0 0 21-9 2'- 3 ILI (f) ILI C(ox5.2 12 r-9 x3.2 12PIO '1-11—— — —————— — — — —71 yp 3 yp I 112 MET,41- DEC< 7 1 F4N CURE3 1 � 11 2,P S/F 20 5/F 11 2� 5/1' ILI ILI > T '3 ir - -- ------ - - ----- - J < L4x4x4' L4x4x4 <1 FR,4ME 1242 F:RAME c� b L4x4x4' L4x4X4 r2 [2 12AI 12,42 > <1 () 2'-4 J L fy ly- w n- DEC< CUT OUT it (L JL 0 <1 7- m SECTION TYFIC,4L SECTION 0 'a fROOr- FfR,4MES Lu (y. z eECTION OL 41.0 E1-0 C, q U Lu Cu C) <1 am) 0 q SECTION q� <1 Df -Z-3 <[Y-( W ri:: �-:l La < �T BERZON Tp-uc-ruP-AL 375 EAST HIGHWAY 50 ENGINEERING In CLEP-MONT, F-L 34711 sio COMPANY, (352) 242-0100 Fox (352) 242-0302 Lu C. OF A. EE30006671 III INC -E 0 Lmmom lEmoil: Ibc@lbeci.con www.lbeci.com W6 ru IL -3 z 2'-3 LLI C) <1 0 4- 2'-1 LU q I CATWAL< GR4TING > 'D - - - -- ----- - - -- -- ----- 7 04, RUNnS TTF�' T5 2xlxllG,4 —1 L IH :3 2-5,P WEDnE .4NCP0RS x 34 (Y (L LLI LLI (L (y- (Y (L LLI z RU E30LT x V-0 REQ'D) w 12 4, TH 9p w/FL 14 x 3 x 3 9'PI I cs.c, FILL CELLE5 w/CCN, (-- LU o I (Y- ill 12 1 1 < (0 (Y LU (L z 0 z 0 z LH u < (y- 5ECURIT'T' C�ATrz <1 Z z 1-3 < Z q LU (L CIC X I I lit <1 Z <1 C) L) -1 FIN SLAB (+0'-0) > w r-- lu w <.I <1 3 Q L) 2- WEDGIL ANCHOR5 x 3 1 4 2'-(o <1 (Y < i-D (1) (D 5ECTION U.1 N DCo co —j (D D C) Lo BENTZON S-rp-uc-rup-AL c-NaiNc-c-pm; < LLI P <1 375 I-A5T HICHWAY 50 ENGINEERING CLEP-NONT, PL 34711 4J COMPANY, (352) 242-0100 Fox (352) 242-0302 C� OF- A. E-B0006571 INC 1 Emoi(: Ibc@lbeci,corn wwv.lbeci.com CD t1- LL LLI ILI �3 (1) 14 LL 3 14'-0 OUT/OUT E3L[)6 12'-5 4 501-0 24'-0 361-0 14'-0 23'-a.3 z t- 22�-43 o 3 61-6 1 5'-4 31-1 51-3 5'-2 E'1-0 41-6 4 SP,4CES a 5'-0 20'-0 1'-I�\ (01-0 31-roa 2'-4 a, 4'-12' 101' 5'-84 r' 0 DECK I PC; 22 64 x 19'-13 1 PC, 22 GA x 20'-1 I FIC 22 G,4 x 23'-1 Lu 2 <1 so > > d) ILI Q) E- 't (S3 (P 'r u LL LL m- <1 X t-- < <[ 's\ Q) Q) (L &r-la/R LLI 0, q (Y- C) L -1 — F- LLI CA W- ff LLI ILI CIA ca V- 0 D =3 w -I - -E-j ILI z E X q <1 LLI Q) 0 Lu (L C'I C'11 (Y < LH d) z 0 0 z ILI Z < q La 0 0 z LLI LZ kf) <1 cz < < z <[ 0 D3 Nr a� %S) C11 L LL LL LL LJ- IL IL w Q (P LL 0) z x x <[ <1 ------ 0 co LL] v fy (L .E Q) (L Lu r- Lu w I PC 22 G4 x 20'-1 I PC 22 G,4 x < 35 -1 Q c� cl I PC 22 GA x 23'-1 z w LL z > 11-1 161-0 (01-0 IL Lu 24'-0 ROOF [)ECK LD 14'-0 CLIT/CLIT 5LDG Q FR,4ME <1 q Lu cu D ILI L� FRAME L� PRAME F-- -JI < .0 m w- ROOF DECK FROOP SCfREEN FL.4N D U) I EN'aON -rp -rUP-AL ENGINEEP—INC BENTZON s uc < Lu 79 Lo INEERIN �- r- <1 375 I-AST HICHWAY 50 111 <t fy ENGINEERING q E34R JOIST v CLI-P-MONT, F-1- 34711 4J t COMPANY, (352) 242-0100 Nx (352) 242-0302 cn C, OF A. F-DO006571 512 INC 6mwmmmw�� Ernoil: Ibc@lbeci.com www.lbeci.corn C.) C.> cu U > Q) REFER TO CIVIL DWG FOR CONT. 4_� U (D 51-0 Co. CO 4 4"-c 3 U 00 --— ---------- rn WOMEN'S GR J I Ir7 Lm P-4 ------------- CO , jza] COi J 4 DINING -7 F io7i -9 CO ; P F Fit CO P-48 r ICO 3-"VTR I FREEZER ------ i P-4 SUPPORT FI 127 FI 074 r, YEL- M-NIS A F,-03- c 3"VTR 0) J_L -11--� 2" IP-5 DINING 3 !IP-6 31' c C/P 0�:] �COOLER / - -___ I.- -_ - I - 311 ------ it c- 40' PREPARATION 3 ld CLOSETi �R ------------- r-L - --------- .......... 3pl T1 CO CUSTOMER 2" jr 41 --f- SERVICE MANAGER'$ AIREA Flool ------------- - 7 loci --------- --- < 7, 47. 1X" 77� 1CRELU ROOM ---------- 7.=-T ' F110 __:U 4" 77= 4 E GR GR -0 C E 2"VTR I------ 0 C KITCHEN ....................... I 3pl 31 4 P-7 ------------------------ nl_ 71 ------ r ---------r P-51 ORDER -------------- 01 rt-j 0 ji 4"M CO PRESENTER lob PLUMBING LEGEND DESCRIPTIOIN ABBREV. SYMBOL SANITARY PIPING SAN VENT PIPING V - - -- - - -- PLUMBING KEY NOTES: FLOOR PLAN SANITARY 018"x`18" OPENING AT FLOOR FOR BEVERAGE & U'TILITY LINES TO SELF SERVE COLD WATER PIPING CW 1 / 4 1 1-0// EQUIPMENT. HOT WATER PIPING HW CLEANOUT; FLUSH WITH FLOOR. VENT THRU ROOF VTR COORDINATE FLOOR DRAIN AND FLOOR SINK WITH EQUIPMENT FINISH. REFER MICHAEL CURRUI RE. 45 TO KITCHEN PLAN. (TYPICAL) WALL CLEAN OUT W/Co No . 1 ,514 PLUMBING GENERAL NQTE5: TITLEi 4114 50's SL06 455 ATLANTIC B010 HOSE BIBB HB i G 1. CONTRACTOR SHALL COORDINATE PIPING LOCATION AND INVERT ELEVATIONS WITH FOOTINGS AND FOUNDATIONS BEFORE INSTALLATIOISNI AND ADJUST AS REQUIRED. JACKSONVILLE, FLORIDA ST/SITE# 004-0212 GREASE PIPING GR _GR 2. EXACT LOCATION OF ALL PLUMBING FIXTURES, FLOIOR DRAIN AND FLOOR SINK, BEFORE ROUGH-IN SHALL BE COORDINATED WITH ARCHITECTURAL AND KITCHEN GATE VALVE GV DRAWINGS. DATE 3. COORDINATE ALL FLOOR DRAINS AND FLOOR SINKS, WITH FINISHED FLOOR. Isag Ob-2"2 CHECK VALVE CV 4. FOR SANITARY RISER DIAGRAM, REFER TO RISER SIHEET. THERMOMETER 5. COORDINATE FLOOR DRAIN AND FLOOR SINK NTH 1EQUIPMENT FINISH. REFER TO SHEET NO KITCHEN PLAN. (TYPICAL) MIXING VALVE UNION 4707 W.. Ga7mly Blvd., Suite 9 PYRAMID Tampa, FlorWa 33611 p 1 EN BALL VALVE (813)832-6619 Fax (813)832-6521 AA-0003276 C 9 SENTER. 0 CormaHT HARrLffy+FURDY ARCHITECrUR114 INC. ALL MGM RmImv%I)m T �A 2' c 00 3/ 4 -------- WOMEN'S SUPPORT P-4 LM Z) � ,11 1/2' __j 1 1/2" P-46 F am 0— P-9 DINING __U:Z7Z7_-' — — — — — — — — + 12 _-7--d 77 20' 9 P.7!1 17 FREEZER 1/2 140' 3/7 MEN-5 a=A ___ lot 3 F 1127 �_ I I, I — 56-31 :, 3/4" 1/2" CT> 1/2" 140*---.; T 140_Z_ 2 1 L-111 13 2"UP I T-, T 7 11/2" E 112 P-9 MIXING 3/4'!,/ COOLER 1/2" 2-0 VALVE PREPARATION 1/2' 11 i 1,CLO5ET, 1/2"' AH—1 ---------- -7 --------L PI-5 CUSTOMER' ICE 8ERVICE 5 F R S 7� --------------- MAKER MANAC 7- ,4RE,4 7 , Luzj 717 T-1 10 ;�l--49 7 CREW ROOM -7- 7,;------ �4 1 F1 107 F :J� L�L�------ -- jL -------------- <ITCPEN 1/201 1 1/2" 3 4" _j 7 HB-2 HB-1 -,7 3/411 7-11 1/21 ------------------------- ORDER _7 --------- rTI, r Ti -t3/ r 0 PRESENTER FLOOR PLAN WATER 1/ 4 // 1/-0// ELUMBINQ QENLRAL NOTES, PLUMBIUC KEY NOIESL 02"CW—UP THRU FLOOR. NOT USED. 1. WHERE POS81BLE GROUP GATE VALVES, FURNISH ACCESS DOOR, WHEN LOCATED IN PLASTER CEILING LOCATION. INCOMING WATER SERVICE 20N60"; CLEAR SPACE UNDER 3 COMPARTMENT NOT USED. MICHAEL CURKAN P.E. T5M SINK, (SEE DETAIL FOR VALVING,) 2. EXACT LOCATION OF ALL PLUMBING FIXTURES, BEFORE ROUIGH—IN SHALL NOT USED, BE COORDINATED WITH ARCHITECTURAL AND KITCHEN DRAWINGS, No . 14514 NO JOINTS UNDER SLAB. TITLEt 4M4 50's BLD6 NOT USED. 3. INSTALL HAMMER ARRESTORS AT SINKS, ICE MAKER AND TOILET ROOMS. SIZE AS 455 ATLANTIC BLVD 2" CW LINE FROM WATER MAIN. SEE SITE PLAN FOR CONTINUATION. PER MANUFACTURER'S RECOMMENDATIONS, JACKSONVILLE, FLORIDA �5 ALL SHUT—OFF VALVES TO BE IN AN ACCESSIBLE LOCATION; (TYPICAL). ST/SITE# 00q-0212 3/4" HW TO TRASH CORRAL, HOSE 131BB (_qEL—Z). EXTEND WATER PIPING TO FIXTURES AS REQUIRED; (TYPICAL). PROVIDE ACCESS PANEL FOR HOSE BIBB, SHUT—OFF VALVE. VERIFY EXACT LOCATION. ACUDOR ACCESS DOORS FOR 3/4" CW VALVE TO BE MOD #VF5000 VALVE AND CONNECT WATER, WASTE AND 'VENT AS REQUIRED, DATE UNIVERSAL FLUSH. ACCESS DOOR FOR WALL INSTALLATION SIZE TO BE 112N12". (D FILTERED TREATED CW LINES. (BY KES) SYRUP LINES, CARBONATED WATER LINES. FILTERED CW LINES & TREATED CW LINES. (BY KES) SHEIE7 NO FILTER (SUPPLIED BY OTHERS.) VERIFY EXACT LOCATION FOR COFFEE MAKER. 4707 W. Candy Blvd., Suite 9 ID Tampa, Florida 33611 3/4" CW—UP TO ROOF HOSE BIBB; (HB-2). Pl� P2 1/2" TREATED SODA SYSTEM. ENGINEEI�ING 1E, (813.)832-6619 Fax (813)832-6521 AA-0003276 VOKSULrING RK01HIRAS ccovMIGHT HARTLZY�FURDY AWHITHOMR0.INC, 777-�__11 �__�111 �e L C- -4—J 0 0 LIT. V1 M 0 0 00 LM + 3"VTR 4"FS co 2 co YED-2 IN 2"VTR co 4" co 30' 4#' 1 1 0 (D 3"FQ-2 2 P-8 '_1 3" co 4P? t TO GREASE TRAP lk, P-5 2" > GR 3" 3"FQ-1 1-1 2 311 3-1 IN co -I 3"FQ-1 2" "�.e 3 3- 2t' N. 41 2's 3" 1-1 1 1//2 It lk� IN co 2" GR 4" 3 E 20' co P-5 A IN F=4 3"FQ-Z Y 411 co 2 '2 A 400 co 2" P-3 co I a=2 3" 3"VTR co A 3" co 4"Ea 3" 301 4" E:--z GR 3"'E"- GR <' 3" co 4 1 SANITARY RISER DIAGRAM- GREASE RISER DIAGRAM N, T. S, N,T.S, v6 , MICHAEL CURR" TITI-Ei 4774 50's 51-06 435 ATLANTIC BL\tV JACK50WILLE, FLORIDA 15T/SITE# 00q-0272 DATE lssLrc Ob-26-02 SHEET NO 4707 W. Candy Blvd., Suite 9 PYRAMID Tampa, Florida 33611 P3 (813)832-6619 Fax (813)832-6521 ENGINEEI?ING AA-W03276 CONSULTINC ENGINNIRS 0 Copyluom HARTLKY+FW=ARCHrrKTURZ.INC, A"R101M RUIRVILD ZDW 3/4 0 0 1/2" F 00 3/4" H,W. TO DUMPSTER AREA < N� 2" U.G� CT>—1 1/2" MAIN SERVICE Lm 00 3/4*1 3/4" -IFILTERO N`N-, -N-N N 40 N" 1/2 Nl� + 'N"N 0 N-< - %-�, 1/2" N 1/2" N'� W 1/2" N P-1 IN N 3/4" <3/4" -48 1 1/2" 3/�'> "-N< N N N�J N m NN� N lo P-4 z 1/2" NN 2", "A 140'---, 400"' )INN, ><, ICE 1/2" MIXING 'N� 1/2" MAKER VALVE -NN, 1 P-9 `N'N�""�. 1 4— mr 3/4" 3/4" 1- --�l x- /�'>N 2pl 1/2-P 1/2" P-4 rr I 1 '-1)" --' I> 2 F 2" NN� METER CENTEE (SEE DETAIL) )YH-1 REFER TO DETAIL SHEET `N� 3/4" 1/2 < N 1/2" 1. /2" NN� HQ-2 "I< 3/4" (ON ROOF) 'N-NN N'> COFEEE 3/4" P-7 1'x -1-" 1/2" %N-NN 1/211 N*� NNNN N F 1'x 1/2" VALVE BOX lio MICHAEL CURKAR P.E. 459P NOTE: PIPING MAY BE PLACED BELOW SLAB CL 1/2" AT CONTRACTOR'S DISCRETION. TITLEi 4774 50'5 BLD6 455 ATLANTIC BLVD JACKSONVILLE,FLORIDA 5T/!5n#001-OZ2 DRINK AREA NA7r=R RI5r=R DIA6RAM NOT TO SCALE DATE ISSUE Ob-26-02 SHEE7 NO 4707 W. Gandy Blvd., Suite 9 PYRAMID 'Tampa, Florida 33611 P4 ENG AT (813)832-6619 Fax (813)832-6521 _T EIZING AA-0003276 comsuo-IN'd INCINISRS 0 copmGHT HARTLSY+FMY ARCHULMRIL INC. AM WGHTS ImIm"D KIM 0 Q) PLUMBING FIXTURE AND PIPE SIZING SCHEDULE PLUMBING FIXTURE AND PIPE SIZING SCHEDULE GENERAL NOTES: U MARK FIXTURE WASTE VENT COLD HOT DESCRIPTION APPROVED MANUFACTURERS MARK FIXTURE WASTE VENT COLD HOT DESCRIPTION APPROVED MANUFACTURERS 1. N/A Q) P-1 WATER CLOSET 3" AS 1 1/2" WATER CLOSET: AMERICAN STANDARD P-7 VEGETABLE 30' AS 1/2" 1/2" VEGETABLE PREP. SINK: PART OF KIES PACKAGE 2. ALL WATER ROUGH—INS TO BE TERMINATED WITH BARRIER FREE SHOWN TOP OF SEAT: 18" 1/8" A.F,F. MADERA ADA EL NO. 1.6. 2305.100 PREP. SINK 1.D. SHOWN PLUMBING CONTRACTOR TO PROVIDE SHUT OFF VALVES BEFORE CONNECTION TO EQUIPMENT ON KOHLER ON AND INSTALL SUPPLIES/STOPS, TRAP, AND FIXTURES. c-- "t HIGHCLIFF LITE NO. K-4368 PLANS & DRAIN CONNECTIONS. PLUMBING In PLANS 3. ALL DIMENSIONS SHOWN ARE FROM FINISHED FLOORS. f", en ELJER CONTRACTOR TO INSTALL FAUCET & U PRESERVER 17-1.6" NO, 111-4815 DRAIN PROVIDED WITH THE SINKS MAKE NECESSARY DIMENSIONAL ALLOWANCES. 00 (BY KES). KES TO PROVIDE AND 4. PURGE ALL WATER LINES BEFORE CONNECTION, U�. TRIM: SLOAN ROYAL PLACE SINKS < OPEN FRONT LESS COVER BOLT CAPS NO. 111—YBYC—ADA 5. ALL CONTINUOUS SLEEVES TO HAVE 30" LONG SWEEP ELBOWS. *4 OLSONITE TRIM: SLEEVE SHOULD BE ATTACHED SECURLY TO ROOF STRUCTURE NO. 95 FAUCET: INTEGRAL PART OF UNIT BY P.C. P-2 WATER CLOSET 3" 1 1/2" WATER CLOSET: AMERICAN STANDARD SUPPLIES/STOPS PART OF KIES PACKAGE 00 6. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL, TOP OF SEAT: 16" 1/4" A.F.F. MADERA EL NO. 1.6, 2234,015 STATE AND HEALTH CODES. KOHLER DRAIN: BASKET TYPE—INTEGRAL PART WELLCOMME LITE NO. K-4350 OF UNIT 7. EXAMINE CONNECTION DIAGRAMS BEFORE PROCEEDING ELJER WITH ANY ROUGH—IN WORK, On PRESERVER 1.6 NO. 111-4805 P-8 WASHING 2" 1/2" 1/2" WASHING MACHINE: SPEED—QUEEN MACHINE PLUMBING CONTRACTOR TO PROVIDE NO. EA-2020 8. EXTEND ALL CONDENSATE AND INDIRECT DRAINS ON TRIM: SLOAN ROYAL AND INSTALL GUY GRAY BOX KITCHEN EQUIPMENT TO FLOOR DRAINS IN BUILDING. OPEN FRONT LESS COVER BOLT CAPS NO. 111—YBYC HAMMER ARRESTORS OWNER/ OLSONITE OPERATOR TO PROVIDE AND PLACE 9, ALL SLEEVES PENETRATING HEATED TO NON—HEATED AREAS NO. 95 CLOTHES WASHER. SHALL BE PROPERLY INSULATED AND SEALED TO PREVENT HEAT LOSS AND SEEPAGE, P-3 URINAL 2" --- URINAL: AMERICAN STANDARD TRIM: BARRIER FREE TOP OF RIM: 17" A.F.F. WASHBROOK 1.0" NO. 6501.010 SPACE SAVER BOX GUY GRAY 10. ALL WATER LINES ABOVE FLOOR ARE TO BE INSULATED. KOHLER (2) 3/4" PISTON TYPE WATER NO. B-150 COLD WATER LINES FOR CONDENSAT10N CONTROL. HOT BARDON NO. K-4980—T HAMMER ARRESTORS WATER LINES TO PREVENT HEAT LOSS, PROVIDE INSULATION ELJER RINGS ON ALL RISERS TO PREVENT BONDING OF SLAB TO CORRECTO NO. 161-1030 P-9 MOP SINK 3" 1/2" 1/2" MOP SINK: CHICAGO PIPE AND ALLOW MOVEMENT. F.D. (140') FAUCET WITH INTEGRAL VACUUM NO. 897—RCF ii. N/A TRIM: SLOAN ROYAL BREAKER FLUSH VALVE NO. 186-1—YBYC 12. VACUUM BREAKERS SHALL COMPLY WITH LOCAL CODES. P-10 NOT USED --- ——— ——— ——— ALL HOSE CONNECTIONS AND OTHER POSSIBLE POINTS OF CROSS CONTAMINATION SHALL BE PROTECTED IN CARRIER: ZURN COMPLIANCE WITH LOCAL CODES. FLOOR MOUNTED WITH BEARING PLATE NO. Z-1222 FD-1 FLOOR DRAIN 3" ——— ——— FLOOR DRAIN: ZURN 13. WHERE POOR SOIL CONDITIONS EXIST OR WHERE SUB— P-4 VANITY 1 1/2" 1/2" 1/2" VANITY: BOM_ SHALL BE CORIAN BY G.C. INTEGRAL FUNNEL, NICKEL—BRASS NO. Z-415 — TYPE E STANTIAL SETTLEMENT OF EITHER THE PIPING, THE BUILDING RIM HEIGHT: 34" A.F.F. FINISH JOSAM OR ADJACENT WALKS, PLANTERS, ETC,, MAY OCCUR, THE NO. 30000—E2-2 CONTRACTOR SHALL PROVIDE ADEQUATE UNDERSLAB WADE STAINLESS STEEL PIPE HANGERS OR OTHER SUPPORT, TRIM: CHICAGO I I I NO. W-1100—STD-4—EF4 14. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING STANDARD FAUCET: NO. 2802—A FD-2 FLOOR DRAIN 3" --- --- FLOOR DRAIN: ZURN CONTRACTOR TO INSTALL CONDENSTATE TRAPS ON ALL STRAINER: CHICAGO NICKEL—BRASS FINISH NO. Z-415 — TYPE H HVAC UNITS. ALL CONDENSATE TRAPS ARE FURNISHED NO. 327A (GRID) JOSAM WITH THE HVAC UNITS. SUPPLIES/STOPS- T & S BRASS NO. 30000—A-2 NO. B-1305 (FLEXIBLE) WADE 15. IF WATER PRESSURE AT THE INCOMING SERVICE EXCEEDS TRAP: 1-1/4" P—TRAP NO. W-1100—STD-4 80 PSI, PLUMBING CONTRACTOR SHALL FURNISH AND TRAP WRAP: BROCAR INSTALL A PRESSURE REDUCING VALVE SET TO 80 PSI AT NO. C500—RSH FS-1 FLOOR SINK 4" ——— ——— FLOOR SINK: ZURN THE INCOMING SERVICE. P-4A LAVATORY 1 1/2" 1/2" 1/2" VANITY: AMERICAN STANDARD 12%12" WITH 1/2" GRATE, NICKEL— NO. Z-1900-2-34 16. N/A. BRASS DOME STRAINER JOSAM WALL—HUNG RIM HEIGHT: 34" A.F.F. COMRADE NO. 0124.024 NO. 49053AS-3-35 BARRIER KOHLER WADE 17. A MINIIMUM OF 20" IS REQUIRED BETWEEN ANY TWO ITEMS FREE GREENWICH NO. K-2052 NO. W-9140-15 PENETRATING THE ROOF DECK. A ELJER DELWYN NO. 051-1644 HB-1 WALL HYDRANT ——— 3/4" WALL HYDRANT: WOODFORD 18. BACKF"LOW PREVENTOR TO BE INSTALLED ONLY IF AND AUTOMATIC DRAINING, FREEZELESS, NO. MODEL B-65 AS REQUIRED BY LOCAL CODES. IF BACKFLOW PREVENTION IS ANTI—SIPHON WALL HYDRANT: FOR INSTALLED, THEN A THERMAL EXPANSION TANK MUST ALSO BE TRIM: CHICAGO USE IN AREAS PRONE TO FREEZING INSTALLED. STANDARD FAUCET: NO. 802A-317 HB-2 HOSE BIBB ——— 3/4" 3/4" HOSE BIBB: WOODFORD 19. SCHEDULE 40 PVC SHALL BE USED FOR ALL DRAIN, WASTE STRAINER: CHICAGO POST YARD HYDRANT; FOR USE IN NO. MODEL Y34 AND VENT LINES IF ALLOWED BY CODE. WHERE CODE DOES NO. 337 (GRID) TRASH CORRAL (H.W.)/ROOF (C.W.) NOT ALLOW PVC USE TYPE DWV COPPER OR CAST IRON. CORROSION RESISTANT IRON ALLOY IS ALLOWED AS AN SUPPLIES/STOPS: T & S BRASS OPERATOR EXTRA. TRAP: 1-1/4" P—TRAP NO. B-1305 (FLEXIBLE) 20. DESIGIN IS BASED ON NATIONAL STANDARD PLUMBING CODE. TRAP WRAP. BROCAR MODIF'Y AS REQUIRED TO SUIT LOCAL CODES. NO. C500—RSH 21. INSTALL CLEANOUTS AT FIXTURES AND OTHER LOCATIONS CARRIER; ZURN AS REQUIRED BY LOCAL CODES. FLOOR MOUNTED CONCEALED ARM NO. Z-1231 WATER HEATER SCHEDULE SYSTEM 22, INSTALL TRAP PRIMERS ON FLOOR DRAINS AS REQUIRED P-5 HAND SINK 2" 1/2" 1/2" HAND SINK: PART OF KES PACKAGE MARK FIXTURE COLD HOT DESCRIPTION APPROVED MANUFACTURERS BY LOCAL CODES. INSTALL TRAP PRIMER & DEEP SEAL TRAPS. PLUMBING CONTRACTOR TO PROVIDE WH-1 ELECTRIC i i WATER HEATER: BRADFORD—WHITE 23. MAINTAIN AS—BUILT DRAWINGS, DAILY. SUBMIT TO ARCHITECT/ AND INSTALL SUPPLIES/STOPS, TRAP, WATER HEATER PROVIDE 3/4" TEMP./ PRESSURE NO. MI-80-24-3—CF OWNER AFTER COMPLETION OF ALL WORK. & DRAIN CONNECTIONS. PLUMBING RELIEF VALVE, 3/4" DRAIN VALVE, RHEEM/RUUD CONTRACTOR TO INSTALL FAUCET EXPANSION TANK, 80/85 CALLON & NO. EGL85-24—G 24. ALL FIXTURES AND EQUIPMENT SHALL HAVE SHUT—OFF VALVES DRAIN PROVIDED WITH THE SINKS 24 KW AT 208V-30. A.0. SMITH AT OR NEAR EQUIPMENT. (BY KES). KES TO PROVIDE AND NO. DSE-80 PLACE SINKS STATE 25. INSULATE ALL HOT & COLD WATER PIPING WITH 1/2" THICK NO. SB6-82-24—IFE—NSF HIGH DENSITY FIBERGLASS INSULATION, WITH FACTORY APPLIED P-6 3 COMPART. 3" 3/4" 3/4" 3 COMPARTMENT SCULLERY SINK: PART OF KES PACKAGE VAPOR BARRIER ALL SERVICE JACKET. SCULLERY SINK I.D. (140') PLUMBING CONTRACTOR TO PROVIDIE AND INSTALL SUPPLIES/STOPS, TRAP, 26. WATEM PIPING SHALL BE HARD DRAWN COPPER TYPE L WITH & DRAIN CONNECTIONS. PLUMBING WROUGHT COPPER FITTINGS AND 95-5 SOLDER. CONTRACTOR TO INSTALL FAUCET 1& 27. FILTERED WATER PIPING SHALL BE SCHEDULE 80 CPVC. DRAIN PROVIDED WITH THE SINKS (BY KES). KES TO PROVIDE AND PLACE SINKS 28. PLUMBING CONTRACTOR SHALL ARRANGE TO PAY FOR ALL NECESSARY PERMITS, LICENSES, AND INSPECTIONS AS TRIM: REQUIRED BY THE CITY. FAUCET: INTEGRAL PART OF UNIT SUPPLIES/STOPS PART OF KIES PACKAGE 2, DRAIN: BASKET TYPE—INTEGRAL PART MIC14AEL CURRAN P.E.7ffM OF UNIT No . I a 14 TITLE, 4-114 50's BLP& 455 ATLANTIC BLVD JACK50WILLE, FLORIDA ST/SITE# 0001-0212 DATE ISSUE Ob-26-02 SHEET NO 4707 W. Candy Blvd,, Suite 9 PYRAMID... Tampa, Floridd 33611 P5 ENGINEERING (813)832-6619 Fax (813)832-6521 AA-0003276 CONSULrINC r-molm#18s OCOPMQHT HARTM4PURDY ARCMTKMRX,INC. AURIGH"498KRUDSID00 Q) Q) 0 0 0 0 0 cn 2" COLD WATER UP m 1 1/4" tn CAST IRON HALF AND FULL GRATE, TAILPIECE PROVIDE WALL BEND WALL p GATE VALVE VERIFY WITH EQUIPMENT FURNISHED LENGTH AS REQUIRED 00 UNION WHITE A.R.E. SEDIMENT BUCKET 4 2" WATER METER HERSEY TILE, 1/4" SLOPE MIN. NO. MVR OR EQUAL PLUGGED TEE FOR on PRESSURE TESTING O.D. TUBING 6 UNION TERPROOF MEMBRANE SLIP JOINT + 0 7 STRAINER WITH iro \,'-CONCRETE CHROME PLATED MESH AND DRA WA Z4 ESCUTCHEON 2 0^ 10 Col 8 GATE VALVE CLAMP RING 0 SLIDE JOINT 9 2" COLD WATER UP 0 FOR SINK SIZE AND TYPE, TO BUILDING PLUM SEE PLUMBING FIXTURE P-TRAP WITH 0 I m SCHEDULE AND SPECS. CLEANOUT PLUG z .FLOOR SINK NQTES: WATER SERVICE D ETAI L NOTTO SCALE NTS 1. THE ENTIRE P-TRAP ASSEMBLY, INCLUDING SLIP JOINT NUTS, SHALL BE 17 GAUGE, HEAVY CAST BRASS WITH A POLISHED CHROME PLATED FINISH. (McGUIRE #8902 OR APPROVED EQUAL) 2.FOR BARRIER FREE LAVATORIES, INSTALL 1 1/4" OFFSET TAILPIECE. (McGUIRE #155WC OR APPROVED EQUAL) 'P'-TRAP DETAIL NOT TO SCALE EXPANSION TANK WATTS MODEL #ET-30 OR EQUAL OR MFG RECOMMENDATION GV - - - - - - -- - - -- - — - I— - - — -- — 140-- -- TEMPERATURE GAUGE--- HEATTRAP NOTE: LONG SWEEP PVC ELBOW: 6.625" OUTSIDE DIA., MIXING VALVE 6" INSIDE DIA., 30" RADIUS. (ELECTRIC 1/2" COPPER SUPPLY PIPE GATE VALVE SUPPLY HOUSE IS SOURCE) WALL BLOCKING BETWEEN STUDS T&P RELIEF BALL VALVE VALVE 6" PVC SLEEVE. SUPPORT FROM 3/8" CHROME PLATED COPPER WATER HEATER ROOF STRUCTURE. RISER TO FIXTURE. PROVIDE LENGTH AS REQUIRED, SILICONE CAULK CHROME PLATED BRASS ANGLE STOP CHROME PLATED ESCUTCHEON, ELBOW WITH ANCHOR FLANGE FLOOR GATE VALVd v�fo v EXTEND DRAIN LINE FULL 30" SIZE TO FLOOR DRAIN MICHAEL CURRAN PT. 45846 NQTE: THE ENTIRE SUPPLY ASSEMBLY SHALL F- No . I e> 14 HAVE A CHROME PLATED FINISH. TITLE: 47114 50's BLOIS ------------- (McGUIRE #2165 OR APPROVED EQUAL) \-(CONCRETE 435 ATLANTIC E3LVD HOUSEKEEPING PAD JACK5ONVILLE, FLORIDA ST/511m#"-OV2 SODA SLEEVE ELBOW DETAIL SHUT-OFF VALVE DETAIL WATER HEATER PIPING DIAGRAM NTS NOT TO SCALE NOT TO SCALE DATE 159JE 06-2"2 SHEET No A.- ' P6 4707 W. Gandy Blvd., Suite 9 PYRAMID mpa, Florida 33611 (813)832-6619 Fax (813)832-6521 ENVINEERING AA-0005276 �c 0 ms,uz T1'Nc smo I NNIRS OCOPYRIGHT HASTLOWURDY ARCHMCWRY,INC. ALL IUCHTO RUMMED WW U 1/2" CLR. TRAP PRIMER SHALL BE ZURN MODEL Q) ALL AROUND 300-24 CAST IRON NO, 1022-CP OR APPROVEDEQUAL BRASS FUNNEL RISER COVER-PAINT TURN INSIDE WALL TOP OF CONC STRAINER RISER RUN PIPING CONCEALED TILE, 1/4" SLOPE MIN. INSIDE WALL FINISH 2" WIDE x 1/4" GRADE THICK NEOPRENE SEE FLOOR DRAIN GASKET c DETAIL EPDXY GROUT LATICRETE 9235 00 WATERPROOF MEMBRANE DRAIN WITH COLLAR < SOLID CAST IRON RING 4" CONC, SLAB WHERE TRAFFIC & MANHOLE COVER CONDITION EXISTS A.C. PA\ANG 00 LM 7r 4 4 2l-Ofl 4" TWO WAY 4" TWO WAY 1 4 �,222 FUNNELED FLOOR DRAIN CLEANOUT 4 CLEANOUT I .0 NOT TO SCALE Ec -10 SEE _N"T 8 :7: 2':L NOTE 2'-0" TO 4 # INCL�DE TRAP PRIMER & \,1/2" COPPER TUBING DEEP SEAL TRAP. 4" NO JOINTS 7'0 6" 4" INLET 9 .1/2" STATIC WATER SURFACE TYP, 7 DEEP SEAL TRAP 4" OUTLET SHALL BE ZURN MODEL Z-1000 WATERSTOP GROUTED INTO OR APPROVED EQUAL TILE, 1/4" SLOPE MIN. INTERCEPTOR WALL (TYP.) PRECAST CONCRETE SEE NOTE 12) 4 GREASE TANK 42" (MIN.) .1 1 ---BAFFLE SHALL EXTEND PRECAST CONCRETE THE FULL WIDTH OF THE GREASE TANK SEE NOTE 13 INTERCEPTOR TRAP PRIMER CONNECTION DETAIL EPDXY GROUT I - il T. NOT TO SCALE LATICRETE 9235 4 WATERPROOF MEMBRANE BSA hQIE: PROVIDE TRAP PRIMER DRAIN WITH COLLAR 4 4" AT ALL FLOOR DRAINS, NG SEE NOTE 2 SECTION A-A FLOOR DRAIN DETAIL NOT TO SCALE 300-24 CAST-IRON MAN-HOLE COVER NOTE: AND SEAL PER LOCAL CODE. INCLUDE TRAP PRIMER & DEEP SEAL TRAP. r------ ------------------ - ---------- FINISH WALL INLET GUY GRAY -4 1 OUTLET ------------------- --------- PLAN CLEANOUT AND ACCESS CLEANOUTANDACCESS COVER, TOP OF COVER COVER. TOP OF COVER NOTES1 TO BE FLUSH W/TOP OF TO BE FLUSH W/TOP OF 1. GREASE INTERCEPTORS SHALL BE WATER AND GAS TIGHT. EACH INTERCEPTOR FLOOR FLOOR LINE CONCRETE PAD---,,,,, FINISHED GRADE SHALL BE ENGINEERED TO WITHSTAND THE LOAD, SUCH AS FROM VEHICULAR 1/2" COMBINATION TRAFFIC, TO BE PLACED ON THE INTERCEPTOR. THE MINIMUM VOLUME OF MPT BRASS SWEAT r FLO L GREASE INTERCEPTORS SHALL BE 750 GALLONS. CONNECTION 2. 3" MIN. BEDDING MATERIAL 3. ALL SURFACE WATER MUST DRAIN AWAY FROM MANHOLE. 2" DRAIN 1/8" BEtND— C \--116" SQUARE CONCRETE PAD TROWEL SMOOTH AND EDGE 4. ALTERNATE DESIGN BY A REGISTERED ENGINEER MAY BE SUBSTITUTED FOR PBALANCE OF PIPING REVIEW BY CITY, 1/8" BEND SAME AS CLEANOUT TO GRADE 5. CONCRETE MIN. COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 6. ALL WYES SHALL BE ONE-WAY CLEANOUT WYES EXCEPT' AS NOTED, FLOOR CLEANQUT (EQQ) WASTE LINE 7. GREASE INTERCEPTORS SHALL BE LOCATED OUTSIDE OF BUILDINGS CLEANOUT NOT TO BE LOCATED LENGTH TO SUIT -HAULER PUMPER.- 6- IN CARPETED AREA IN A LOCATION ACCESSIBLE TO WASTE pit 8. SLAB TO EXTEND 24" BEOND ALL SIDES OF TANK (TRAFfFIC AREAS). WASTE LINE MICHAEL CORKAN P.E. 4562M 9. ALL WASTE MUST ENTER THROUGH INLET FITTING ONLY. 1/8" BEND IF CLEANOUT No . I e) 14 10. TANK TO BE STENCILED ON UPPER LEFT HAND CORNER OF INLET OCCURS' AT END OF LINE END IN WHITE. TITLEt 4T74 50's DW6 11. REINFORCING BAR INTERMEDIATE GRADE ASTM A613-62T & A305-56T. CLEANQUT TQ GRADE (COIG) 435 ATLANTIC BLY0 REINFORCING WIRE FABRIC - ASTM A185-61T. JACKSOWILLE, FLORIDA 5T/SITEO 00q_0272 12. WATERSTOP CONSISTING OF A STD. MANHOLE ADAPTER GASKET AS SUPPLIED FINISHED FLOOR BY THE PIPE MANUFACTURER SHALL BE GROUTED INTO THE INTERCEPTOR WALL NEAR THE CENTER OF THE WALL. CLEANOUT DETAILS DATE 13. PIPE FITTINGS TO BE 4". NOT TO SCALE l5aE Ob-2"2 FRONT VIEW SIDE VIEW GREASE INTERCEPTOR DETAIL SMEET NO N.T.S. WASHING , MACHINE SUPPLY AND DRAIN UNIT N.T.S. 4707 W, CaMy Blvd., Suite 9 Tampa, -Florick 336fl P7 -6619 Fax (813)832-6521 ENG.IATERING (813)832 AA-0003276 (CONSUIrING INCINZIRS 0 COFMIGHT KAItTL9Y+FUItDY ARCHURMR9.INC. ALLFU0WMRZ8XRVRD3= S zz' i7i T L__1j 0 F71 8"0 AD-4 — - — - — - 12xl 2 UP 200 CFM 0 00 TO EF-4 14"0 AD-2 14"0 AD-2 12"0 AD-2 12"0 AD-2 0 ull WOMEN'S 650 CFM 650 CFM 440 CFM 500 CFM < 0 12"0 AD-1 12"0 AD-1 FI 0 27 0 cn 450 CFM 450 CFM - DINING 0 AD-7 10"o 1150 CFM 8" t 0)] VN s 00 0 8plo 0. AD-7 14"0 AD-2 0 50 CFM 14"0 A A 14"0 AD-2 650 C 650 CFM 12 -Q FM 650 CFM 1� 0 + 104 AD-7 0 150 CFM DN RTU-4 t . I I zt.11 __<�' 1� 16"o ti 3Ox2O AD-6 AD-7 1100 CFM 125 CFM m-12"O-q) Li 12% AD-2 12"0 AD-2 6 X 440 CFM L__ __j 500 CFM FREEZE,IR 20x2O DN 0 8"0 AD-4 1 =2 RTU-3 MEN'5 200 CFM z 20x2O DN 16% ILO 3 mTm 1 WOO s 114"0 AD-2 . AD-6 zs 30 4 DN 650 CFM (2)AD-6 11 CFM (2)AL)-6 6 0 _2950 CFM T-1 X DINING 12"0 AD-1 00 450 CFM 12"0 AD-1 14'*0 500 CFM L 6"o ->-1 6"0 AD-4 14"0 GOOLER PO - v 12 0 AD-1 ro ) CFM 450 CFM CLOSET 14"0 F 12"0 AD-2 500 CFM 10"0 AD-5 250 CFM AD-6 7 1/4" UP 0—11 1/4" UP 1210 CFM TO EF-21-,'� TO EF-1 12"0 AD-2 440 CFM m EF"s AREA 12"0 AD-1 12"0 AD-1 12"0 AD-1 12"0 AD-1 �2 550 CFM 550 CFM 550 CFM 400 CFM Xs 30x24 DN S X 16"0-- 0 r7l, 30x20 DN \�-16"O RTQ-2 11� 12"0 AD-1 "�-112"o 16"0 10"0 AD-5 AD-6 RTU-1 � 550 CFM 250 CFM 1205 CFM-1 CREW s Xs 3Ox24 DN 9" UP 12"0 AD-1 CUSTOMER ROOM _130x20 DN TO EF-3-\ 400 CFM SERVICE _j I F 0 01 12"0 AD-1 12"0 AD-1 LT N 440 CFM (0 550 CFM R, 550 CFM 16'0-<") X 12 0 AD-2 10-1 FFRESENTEfR "m F,-0-6 1 -1 -1 AD-6 F 1210 CFM 12"0 AD-1 12"0 AD-1 AD-6 12"0 AD-2 550 CFM 550 CFM 1330 CFM 500 CFM 10-0 8.0-4 — 2 _q FM )3tN )N 4 "0 IT N, 11 U0 TION 50 Fill 12"0 A' 5 50 CIF 16-0 10-0 Al '4,1 2'0 AD-, C M F\7 17 1 "15 5'0 F 12"0 AD-1 440 CFM 7_T10"o AD-5 350 CFM L FLOOR PLAN MECHANICAL. SCALE: 1/4"=10-0" VENTILATION RATE C6LCULATIQNS TABLL BASIS: ASHRAE STANDARD 62-1989 NOTES: TABLE 2.1 - COMMERCIAL FACILITIES (D EXHAUST DUCTWORK FOR FANS EF-1, EF-2 AND EF-3 SHALL BE APPLICATION: DINING ROOMS MICHZL WELDED CARBON OR STAINLESS STEEL IN COMPLIANCE NTH NFPA 96. EST, MAXIMUM OCCUPANCY: 70 PEOPLE/1000 s.f, X 1385 s.f. 97 PEOPLE No . I ?,) 14 DUCTWORK FOR EF-4 SHALL BE GALVANIZED SHEETMETAL. TITLEt 4T14 50's BLD6 AT THE CONTRACTOR'S DISCRETION, FLEXIBLE DUCTWORK MAY BE OUTDOOR AIR REQUIRED: 20 CFM/PERSON X 97 PEOPLE = 1940 CFM 455 ATLANTIC BLV0 UTILIZED FOR ALL RUN-OUTS TO AIR DEVICES, IT IS THE CONTRACTORS JACKSONVILLE,FLORIDA RESPONSIBILITY TO PROVIDE THE AIRFLOW RATES INDICATED ON THE APPLICATION: KITCHEN 15T/SITE# OCKI-0212 FLOOR PLAN. EST. MAXIMUM OCCUPANCY: 20 PEOPLE/1000 s.f. X 1580 s.f, = 32 PEOPLE OUTDOOR AIR REQUIRED: 15 CFM/PERSON X 32 P.EOPLE = 480 CFM IDATE 155Z 09�_2b_02 TOTAL OUTDOOR AIR REQUIRED 1940 CFM + 480 CFM 2420 CFM TOTAL OUTDOOR AIR PROVIDED: 3475 CFM SHEET No 4707 W. Candy Blvd., Suite 9 PYRAMID. mpa, Florida 33611 m I ENGjNEERjTNG 1 (813)832-6619 Fax (813)832-6521 AA-0003276 CONSULTING RHOINEIRS ocopmom HA3TL9Y+PUfWY ARCHrrECTUR&IJNC� ALL FUGHTI$RKURVED 20W 0 4) —4- 0 ------- ------- V) COOLER/FREEZER Ef-_4 CONDENSING UNITS. om + V lot RTQ-j BTU-3 EE---2 F - RTU-2 c)—ROUTE CONDENSATE DRAIN LINE TO ROOF DRAINAGE SYSTEM. RTQ-1 '7-7 - ------ ....... ROOF PLAN MECHANICAL. SCALE: 1/4"=l'-O" MIUREL CUR914 P.E. 45M No . 19) 14 TITLE, 4-114 50's BLV6 455 ATLANTIC BLVD JACK50WILLE,FLORIDA 5T/SITE#001-0212 DATE 15RE Ob-2b-02 SHEEIr NO 4707 W, Candy Blvd,, Suite 9 PYRAMID - Tarapa, Florida 33611 M'2 (813)832-6619 Fax (8f3)832-6521 ENGINEERING kA-0003276 CONSULrING ZKOIN19RS ..4 0 COPYRIGHT - HARTLEYOURDY ARCHUCTUR& INC. ALL RIGHTS RESERVW 2000 MECHANICAL GENERAL NQTES: 0 IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. MECHANICAL LEGEND AIR BALANCE SCHEDULE AIR DEVICE SCHEDULE 0 INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY SYMBOL DESCRIPTION OUTSIDE AIR EXHAUST MANUFACTURER THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. MARK CFM CFM MARK TYPE MATERIAL FINISH AND MODEL REMARKS CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION CEILING. WHITE TITUS OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT 4_� 0 NEW DUCTWORK, PIPING, OR EQUIPMENT RTU-1 1375 ——— AD-1 SUPPLY STEEL BAKED ENAMEL PAS SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. FLEXIBLE DUCT RTU-2 1000 ——— AD-2 CEILING STEEL WHITE TITUS I SUPPLY BAKED ENAMEL TDC SHOULD ANY CONFLICTS ARISE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER Q) RTU-3 400 ——— AD-3 CEILING STEEL WHITE TITUS OF THE CONFLICT BEFORE ANY CHANGES ARE MADE. THE CONTRACTOR SHALL SUPPLY OR OUTSIDE AIR DUCT SECTION SUPPLY BAKED ENAMEL TDC CEILING WHITE TITUS OBTAIN WRITTEN APPROVAL BEFORE PROCEEDING WITH ANY CHANGES. 0 RTU-4 700 ——— AD-4 STEEL SUPPLY BAKED ENAMEL 300 RETURN DUCT SECTION THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION CEILING WHITE TITUS 0 EF-1 1175 AD-5 STEEL SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED I SUPPLY BAKED ENAMEL 271 U EXHAUST DUCT SECTION CEILING WHITE TITUS PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH EF-2 ——— 720 AD-6 RETURN STEEL BAKED ENAMEL 5ORF AS ELECTRICAL CONDUITS, AND SMALL WATER LINES, ETC. DUCTWORK TRANSITION EF-3 ——— 720 AD-7 CEILING STEEL WHITE TITUS ALL AIR CONDITIONING WORK SHALL NOT INTERFERE WITH CLEARANCES < EXHAUST BAKED ENAMEL 350RL REQUIRED FOR GENERAL AND MECHANICAL CONSTRUCTION. SHOULD AIR MANUAL AIR VOLUME CONTROL DAMPER EF-4 ——— 600 PROVIDE 24x24 MODULE, SEE PLAN FOR DUCT SIZE. CONDITIONING WORK BE INSTALLED WHICH INTERFERES WITH THE WORK OF OTHER CONTRACTORS. SUCH WORK SHALL BE CHANGED AT NO 00 SUPPLY AIR DEVICE. CLEAR TRIANGLE SIDES r:TOTAL= 3475 CFM 3215 CFM PROVIDE 24x24 MODULE WITH 15x15 FACE AND ROUND DUCT TRANSITION, ADDITIONAL COST TO THE OWNER. 91 X X INDICATE AIR FLOW PATTERN _ .I _____ __ SEE PLAN FOR DUCT SIZE. ALL WORK COVERED IN THIS SECTION SHALL BE CONSTRUCTED IN ACCORDANCE g NOTE: BUILDING PRESSURIZATION 260 CFM(+) PROVIDE 24xl 2 MODULE WITH 18x6 FACE AND 8" OVAL DUCT NECK. WITH THE LATEST PUBLISHED STANDARDS OF ASHRAE, AND NFPA. z RETURN AIR DEVICE PROVIDE 10x10 MODULE, SEE PLAN FOR DUCT SIZE. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE "STANDARD 0 z EXHAUST AIR DEVICE (�) PROVIDE 10x1O MODULE WITH OPPOSED BLADE DAMPER, SEE PLAN MECHANICAL CODE". FOR DUCT SIZE. THE MECHANICAL CONTRACTOR SHALL CHECK ALL EQUIPMENT FOR CORRECT (D WALL MOUNTED THERMOSTAT VOLTAGE RATING BEFORE INSTALLATION. @PROVIDE 24x24 MODULE WITH 1" FILTER, SEE PLAN FOR DUCT SIZE. WALL MOUNTED SENSOR IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR FOR THE OPROVIDE 10x1O MODULE, ADVANCE ORDERING OF LONG LEAD ITEMS SO AS NOT TO DELAY OTHER TRADES SMOKE DETECTOR RESULTING IN ANY DOWN OR LAG TIME. q UNDERCUT DOOR 3/4" 0 THE MECHAN'ICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THE z INSTALLATION WHETHER OR NOT SPECIFIED AS SHOWN ON THE PLANS. FAN SCHEDULE 0 ALL STRUCTURAL CUTTING AND PATCHING SHALL BE DONE BY THE GENERAL CONTRACTOR. MARK EF-1. EF-2 EF-3 EF-4 0 MECHANICAL CONTRACTOR SHALL ARRANGE TO PAY FOR ALL NECESSARY PERMITS, SERVICE EXHAUST EXHAUST EXHAUST EXHAUST LICENSES AND INSPECTIONS AS REQUIRED BY THE CITY. AREA SERVED 6' CLAM SHELL/ 2-BATTERY 3-BATTERY TOILET ROOMS FLAT GRILLE FRYER FRYER * ALL NEW MECHANICAL EQUIPMENT, MATERIALS AND WORKMANSHIP SHALL BE AIR QUANTITY CFM 1 1175 550 720 600 GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. EXT. STATIC PRESS. IN. H20 1.0 1.75 1.25 0.5 0 TO THE BEST OF THE ARCHITECT'S' OR ENGINEER'S KNOWLEDGE, THE PLANS AND FAN TYPE UPBLAST UPBLAST UPBLAST CENTRIFUGAL SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SUPPLY DUCT OUTSIDE AIR PACKAGED SPIN—IN FITTING DRIVE BELT BELT BELT BELT 0 TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY AND RETURN DUCT INTAKE ROOFTOP UNIT WITH DAMPER INSULATED ROUND SONES 11.0 16.0 13.7 8.7 RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN CONDENSATE DRAIN FLEXIBLE DUCT MOTOR H.P. 1/2 3/4 1/2 1/4 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. LINE WITH CLEANOUT MOTOR SPEED RPM 1200 2415 2415 1470 * DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. PLUG ATTACH WITH (2) ELECTRICAL V/O/HZ 120/l/60 120/11/60 120/1/60 1-20/1/60 * DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS. OF THE AIR ,,,—#12 TEK SCREWS INTO CURB 4" ROUND METAL DUCT PANDUIT STRAPS EXTEND TO AG FROM EACH CORNER & 24" O.C. CONTROL HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING E (EXTERNAL INSULATION) FULLY INSULATE SUSPENSION SYSTEM, ROOF DRAIN OP OF DIFFUSER MANUFACTURER PENN PENN PENN PENN SYSTEM INSULATED PREFAB CURB FRI ROOF--� BY HVAC, INSTALLED MODEL FX1 213H FX12BH FX12BH DX118 e ALL SUPPLY AND RETURN DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET BY GENERAL CONTRACTOR. METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. BOLT CURB TO ROOF NOTES WITH 1/2" THRU BOLTS. CEILING CEILING DIFFUSER 090 0(�) 0(�) 0 * VOLUME DAMPERS WITH LOCKING QUADRANTS SHALL BE INSTALLED IN ALL DUCT FOUR (4) BOLTS/SIDE (DEXHAUST FANS AND ACCESSORIES ARE TO BE PROVIDED BY THE McDONALD'S CORPORATION. BRANCHES. R.A. S.A. RaTE: SUPPORT DIFFUSERS OR GRILLES FROM (�)SEE ELECTRICAL DRAWINGS. # ALL INSULATION SHALL HAVE A MINIMUM FLAME SPREAD/SMOKE DEVELOPED STRUCTURE, NOT CEILING GRID SYSTEM. RATING OF 25/50. gFAN PROVIDED WITH U.L, 762 LISTING, ROOF CURB WITH HINGED CURB CAP, 9 DUCT WRAP INSULATION SHALL BE 2" THICK FLEXIBLE FIBERGLASS, 1.0 PCF DENSITY. AND GREASE TRAP WITH DRAIN. ROOFTOP UNIT MOUNTING DETAIL CEILING DIFFUSER RUNOUT DETAIL (�)PROVIDE 2—SPEED FAN FOR HOOD STAND—BY POSITION. SEE ELECTRICAL * FLEXIBLE DUCTWORK SHALL BE LOW PRESSURE FACTORY FABRICATED CONSISTING NOT TO SCALE NOT TO SCALE DRAWINGS FOR CONTROLS. OF A ZINC—COATED SPRING STEEL HELIX, NON—PERFORATED INNER LINER AND NOTE: AT THE CONTRACTOR'S DISCRETION, FLEXIBLE DUCTWORK APPROVED EQUAL SHALL BE GREENHECK. 1" THICK FIBERGLASS INSULATION WITH METALIZED MYLAR VAPOR BARRIER, MAY BE UTILIZED FOR ALL RUN—OUTS TO AIR DEVICES. IT IS e COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE AIRFLOW INDICATED ON THE FLOOR PLAN. * ALL SUPPLY AIR DIFFUSERS SHALL BE 4—WAY THROW UNLESS OTHERWISE NOTED. & CONDENSATE DRAIN PIPING SHALL BE SCHEDULE 40 PVC. PROVIDE TRAP AT ROOFTOP A/C UNIT SCHEDULE THE ROOF TOP UNIT. s LOCATIONS OF DUCT MOUNTED SMOKE DETECTORS SHOWN ON THE DRAWINGS ARE MARK RTU-1 RTU-2 RTU-3 RTU-4 REFERENCE LOCATIONS ONLY, THE FINAL PLACEMENT OF THE DETECTORS IN THE AREA SERVED KITCHEN DINING SUPPORT DINING DUCTWORK SHALL MEET THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE READILY ACCESSIBLE DUCT ACCESS DOOR FOR INSPECTING TONNAGE (NOMINAL CAPACITY) TONS 12.5 12.5 6.5 10.0 AND SERVICING THE DETECTOR. DIVISION 16 CONTRACTOR SHALL PROVIDE DETECTOR SUPPLY AIR CFM 5000 5000 2600 3650 AND WIRE, DIVISION 15 CONTRACTOR SHALL INSTALL IN DUCTWORK. OUTSIDE AIR CFM 1375 1000 400 700 e AT THE CONCLUSION OF THE INSTALLATION THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A COMPLETE CERTIFIED TEST AND BALANCE REPORT EXT. STATIC PRESSURE IN. H20 1.0 1.0 1.2 1.0 FROM AN AGENCY HAVING A MINIMUM OF THREE YEARS EXPERIENCE. REPORT A/C UNIT ELECTRICAL CONNECTION —OPTIONAL GREASE CUP MOTOR H.P. 5 5 2 3 SHALL ITEMIZE THE PERFORMANCE OF EACH AIR DEVICE AND A/C UNIT WITH TO MOTOR THROUGH WITH THRE ADED FITTING ELECTRICAL V/O/HZ 208/3/60 208/3/50 208/3/60 208/3/60 REGARD TO CFM, STATIC PRESSURE AND TEMPERATURE. SEAL VAPOR TIGHT BREATHER TUBE--,,,, 0 MAINTAIN AS—BUILT DRAWINGS, DAILY. SUBMIT TO ARCHITECT/OWNER AFTER CLEANOUT TOTAL COOLING CAPACITY BTUH 146,000 146,000 75,000 115,000 COMPLETION OF ALL WORK. I ENT. AIR TEMP. (DB/WB) 'F/'F 80.6/68.0 79.0/66.7 78.0/65.8 78.4/66.1 1 40" MIN. HEATER (0 208V) KW 27.0 27.0 18.0 27.0 * ELECTRICAL CONTRACTOR SHALL INSTALL ALL LOW VOLTAGE WIRING, FURNISH AND INSTALL EXTERNiAL START/DISC. DISCHARGE ALL LINE VOLTAGE WIRING, INCLUDING FINAL CONNECTIONS, AND INSTALL ALL HONEYWELL 'OVERFLOW BY DIV. 16 HEIGHT AMBIENT TEMP. 'F 95 95 95 95 THERMOSTATS AND REMOTE TEMPERATURE SENSORS. S EER 10.0 10.0 11.5 11. * ELECTRICAL CONTRACTOR TO COMPLETELY STUFF J—BOXES FOR REMOTE TEMPERATURE A SEE PLAN FOR EXTENDED BASE WEIGHT LBS. 1450 1450 1300 1450 SENSORS WITH SCRAP PIECES OF FIBERGLASS INSULATION. ALL SENSORS MUST BE UNION -7 CONTINUATION 18" MIN. WELDED MANUFACTURER YORK YORK YORK YORK MOUNTED ON THE WOOD BASE WHICH HAS BEEN PROVIDED IN THE HVAC PACKAGE. MICHAEL CURKAN P.E. 45846 A ANICHOR W/#12 TEK DUCTWORK HEIGHT CONDENSATE LINE SCREWS. FOUR (4) ABOVEROOF MODEL NO. DH150E36828MA DH150E3682BMA DH078E24828MA DH120E36B28MA 0 WHEN WIRING FOR THERMOSTATS AND REMOTE SENSORS IS NOT IN A CONDUIT, THE SLOPE AT 1/8" PER FOOT SCREWS/SIDE WIRING SHALL BE RUN TO THE UNDERSIDE OF THE ROOF DECK. THE WIRING SHALL No . I e� 14 NOTES NOT BE ROUTED OVER FLUORESCENT BALLASTS, 'POWER BOXES OR IN A CONDUIT TITLE: 4T14 50'5 BLD6 P.T. WOOD SUPPORT 0 WITH LINE VOLTAGE WIRING AS ELECTRICAL INTERFERENCE WILL CAUSE ERRATIC CONTROL 455 ATLANTIC 5L\M INSULATED PREFAB CURB OPERATION. JACKSONVILLE, �LORIPA _ _rROOF BY HVAC, INSTALLED OPROVIDE AND INSTALL IN DOWNFLOW CONFIGURATION. ST/51TE# 00q-0212 BY GENERAL CONTRACTOR. F_ * PLUMBING CONTRACTOR SHALL INSTALL CONDENSATE DRAINS (PROVIDED, BY YORK) ON BOLT CURB TO ROOF (�)ROOFTOP A/C UNIT'S ARE TO BE PROVIDED BY McDONALD'S CORPORATION. ALL HVAC UNITS. WITH 1/2" THRU BOLTS. CONTACT JEFF NIEMEN OR SHELLY DOUGLAS AT (800)775-9675 OR (630)279-0050 DATE FOUR (4) BOLTS/SIDE \,�-__SUPPORT FRAMING BY FAX: (630)833-3113 TO ORDER UNITS. 0 INTERNAL LINED DUCT WITH ANTI—MICROBIAL. CONDENSATE WELDED GENERAL CONTRACTOR 1550 Ob-26-02 MAX. TONS -PIPE SIZE DUCTWORK 2 3/4" gHVAC UNITS ARE PROVIDED WITH THE FOLLOWING ACCESSORIES: FACTORY ROOF CURB, 5 11, A TOTAL FAN SUCTION HONEYWELL CONTROLS, FRESH AIR INTAKE HOOD WITH DAMPER, DISCONNECT SWITCH, PRESSURE + 1 INCH 6" MIN, LOW LIMIT DISCHARGE THERMOSTAT AND COMPRESSOR LOCKOUT, SINGLE POINT POWER 30 1 1/4" CONNECTION. INCLUDE ALL COSTS TO INSTALL ALL ACCESSORIES. SHEET no 50 1 1/2" A OPROVIDE WITH HONEYWELL #T7047C1025 REMOTE TEMPERATURE SENSOR (NTH WOOD MOUNTING BLOCK). CONNECT TO HONEYWELL #T7300 THERMOSTAT IN MANAGERS OFFICE. CONDENSATE DRAIN TRAP DETAIL HOOD EXHAUST FAN ROOF CURB DETAIL NOT TO SCALE NOT TO SCALE gPROViDE WITH 2—POSITION MOTORIZED DAMPER ON OUTSIDE AIR INTAKE. 4707 W. Candy Blvd., Suite 9 P�� ID Tampa, Florida 336ft M3 @PROVIDE WITH TECHNICOAT PHENOLIC COATING ON CONDENSER COILS. ENGINEERING (813)832-6619 Fax (8f3)832-6521 ---------- AA-0003276 CONSULTINC iNG191IRS' 00PYEIGHT HARTLEY-PUIUff AROUTEMR9.NC. ALLEu0HT8RS81RV1DWw E E E ID IK' (D K E S TO PROVIDE ONE (1) 95* 1/2"' 'THICK BY 1" WIDE V-11 3/4" (60.3 cm] 19) /A\ CLOSED CELL PVC GASKET. AVAILABLE AT RHOPAC INC. '25 (0, (312) S39-5771. SILICONE IN PLACE. SPRAY WITH GRAY SYNTHETIC ENAMEL PAINT. 1/8"0 HOLES -- - ----- ---- (TYPICAL) 00 1 /4" [ 3- 2 1 1 /4" [ �5. 2 cm] GASKC7- D/A. 4 11 rn m [ 10. 2 rm] 4" [ 10. 2 rm] 0 52 6 c 4" ( 10. 2 4" 10. 2 cm] 171 00 '913" ID Lm el cm' (;ASKE7. 0/,4. FULL PERIMETER L_j CD 95* WELDED r_� E 0 U (0 6 LOWER UPPER L j OFFSET OFFSE I FAN ADAPTER %19 ID N.T.S. N.T.S. NOT TO SCALE 0 0 0 0i z 0 0 0 r---1 0 E c%j C-i 0 A NQIE bjQTE 1. ALL MATERIAL: 16 GA. CARBON STEEL SEE ARCHITECTURAL & STRUCT'URAL DRAWINGS FOR CENTERLINE OF DUCT LOCATIONS. FAN 2. ALL DUCT SEAMS TO BE CONTINUOSLY HOLD ALL DIMENSIONS - NO TOLERANCE. WELDED. GREAS E AND LIQUID TIGHT. ADAPTER 3. CLEAN OUTS TO BE PROVIDED AT EVERY CHANGE OF DIRECTION. 10" [25.4 cm] 4. ALL GASKETS TO BE RATED MIN.: 15007 PER NFPA 96 4-5-2.1. "A" (MAX. EXTENSION) t7 3/4" [19.7 cm] 1"-4 1/2" [41.9 cm] CLEANOUT IP I z -CLEANOUT UPPER 0 LOWER DUCT TRANSITION w OFFSET NOT TO SCALE z OFFSET LU X Ld ALL JOINTS TO BE OVERLAPPING DIMENSION PER NFPA 96 4,5.2.2 (1994) UNIVERSAL HOOD SIZE OA" as" c. "D" "E" PF' "G" *Hm J, (TYPICAL). 2-VAT FRYER 34 1/2" in. 8,9 1/84 10,5" 6 3/16- 7 1/4" 7 1/4" 43 7/16" 7 1/4" 38 7/8' 20 7/8" 7 1/4' CEILING UH-34 87.6 cm cm. 267.0 317.5 15.7 18.4 18.4 110.3 18.4 98.7 53.0 18.4 3 FT. GRILL 43 1/2" in. 8'9 1/8" 10'5" 6 3/16' 7 1/4- 7 1/4- 43 7/16- 7 1/4' 38 718" 20 7/8- 7 1/4* E UH-43 110.5 cm cm, 267.0 317.5 15.7 18.4 18.4 110.3 18.4 98.7 53.0 18.4 CLEARANCE U FROM DUCT 8011" 9" 9R 9" 9" TO WALL 7 3-VAT FRYER 50" in. 10'7" 5 1/2" 43 7/16" 38 13/16- 20 13/16" 0) UH-50 a) 127 cm cm, 271.8 322.6 13.97 22.9 22.9 110.3 22.9 98.6 52.9 22.9 9" DUCT 59 1/4" in. 8'11 10'7' 5 1/2' 9" 9" 43 7/16* 38 13/16" 20 13/16" 9* TRANSITION E U 150.5 cm cm. 271.8 322.6 13.97 22.9 22.9 110.3 22.9 98.6 52.9 22.9 10080 4-VAT FRYER 65 1/2" in, 8'11 7/8" 5' 10* 10" 43 7/16' 10" 38 7/8" 16 7/8' 10" LO UH-60 166.4 cm cm. 1 274 325.1 12.7 25.4 25.4 110.3 25.4 98.7 42.9 25.4 r E I LCUA 75" in. 8'11 7/8116 1018. 5' 10* 10" 43 7/16- 10" 38 7/8' 20 7/8' 10' U t 190,5 cm cm. 274 325.1 12.7 25.4 25.4 110.3 25A 98.7 53 25.4 c1d 00 U') 6 FT, GRILL 83 3/4' in. 0 1/16* 10'7 11/16" 4 3/8" 11 1/4" 11 1/4" 41 3/16' 11 1/4" 38 13/16" 20 13/16" 11 1/4- UH-83 212.7 cm cm. 277 324.3 11.1 28.6 28.6 104.6 28.6 98.6 52.9 28.6 0 90 1/2" in, 9'11 1/16- 10'7 11/16'0 4 3/8' 11 1/4- 11 1/4' 41 3/16" 11 1/4' 38 13/16' 20 13/16' 11 1/4- ,I :iE 229.9 cm cm. 277 324.3 1 11.1 1 28.6 28.6 104,6 28.6 98.6 52.9 28.6 LO I.I.L. LISTING No. (YYCW) MH12755 MICHAEL CURKAN P.E. 45846 No . I c514 TITLE: 4 M4 50's EIL06 455 ATLANTIC BLVD JACKSONVILLE,FLORIDA ST/51TE#OOq_02r2 DA7E ISSLIE 06-26-02 SHEE7 NO PYRAMID mpa, Florida 33611 'M4 4707 W. Candy Blvd., Suite 9 ENGrNEERjNG '(813)832-6619 Fax (813)832-6521 ----------------- AA-WO3276 CONSULTING INCIM99RS 000PYRIGHT HAJMXY+FUFWY ARMUO"E,114C� _j ALL RIONTS USUVED 2000 C) FOR REFERENCE 0 0 ONLY 0 N1, 7T' -------7 0 LL 4 4" 6' 0 0 1 < 7-14 -p� Q) IS 0 ---------- 1171.0 1701-00 E 1 FINISHED FLOOR 0 0 STANQ6M �LTERNAJE 1.2 ELEVATIOU 7 en ' ' ' R�� < 1700.10 Eli 0 0 NOTES. >% a 0 1. ANSUL INSTALLER IS TO INSTALL CONDUIT AND PULLEY 0 ELBOWS ABOVE CEILING AND TO KITCHEN EQUIPMENT. 0 ---------- ANSUL INSTALLER 2. ELECTRICAL CONTRACTOR IS SEE NOTE #1 TO MOUNT BOX AND TERMINATE 0 CONDUIT ABOVE CEILING. 1701.00 [176.18 Efl- THE CONDUIT IS TO BE 0 0 rz 18" A.F.C. OR 6" ABOVE + 0 BOTTOM CHORD, WHICH EVER �1176.18 El IS LOWER. 0 0 138.00 El 1701.00 El FINISHED r 3. ALL CONDUIT ENDS MUST BE DEBURRED INSIDE AND OUT, 0 31.02 ELF EILING 0 0 117.4,01 0 (% BLDG 131.02 E2 TION 4. TABS MUST BE IN ORIENTA 17 131,02 E3�--�� SHOWN FOR WORDING ON COVER 1/2" CONDUIT SEE NOTE #3 0 TO BE RIGHT SIDE UP. lot RGOF) 0 0 5. FINAL HEIGHT AND LOCATION 13�.04 El 7. TO BE DETERMINED BY AUTHORITY z HAVING JURISDICTION, TWO PIECE 75.08 ......... COMPRESSION 7 0 00 1 COUPLING 1700.04 El 0 175.08 s 7 1 1 CONDUIT 1701.15 E B 91.r) nn Fil COUPLING PANEL 'LP' 1/2" CONDUIT NIPPLE W/ BONDING TYPE --------------- Y "5 FLARED INLET LOCKNUT .701.13 4. 1 ,,dZl 7.09 Ell 2-1-5 Q 0 4.10 El 219.0 F91.01- 4.11 El r 219.00 ------ SEE STANDARD CT CABINET BOX 7, T" REMOTE ANSUL PULL L 7' --zF (GRILLS) 0 44" AFF �j 221.01 El 164.1 Ef SEE NOTE #4 U_ M 164.13, E2 LL: z ""\\�REMOTE ANSUL PULL 9 4.0' 197-01 MI-1 ETER 6 Ell 1221.01 E767'_' ' (2 VAT FRYER) 144.39 1 ---- [221,01. N5V - :_� I -- 10 215.Q4 E3 > 0 44" AFF 96.03 E2 215.Q4 L2 E2 �TANDARQ 4x4x4 LTERNATE As4x4 122-1.01 700.10 A 1214.00 El 219.OQ El 1 � n Fq DUPLEX kCE�/T�&E 96UNTED QCTAGON Q02� ROUND BOX ?I 6.Q AT $A Uj ---- --- 216,QQ 1 -REMOTE ANSUL PULL --ME Hf _As�MEN_u, BOARD CONNECTIONS. VERIFY __7 (3 VAT FRYER) 7- ELECTRICAL CONTRACTOR J SEE NOTE #2 0 44" AFF EXACT LOCATION 1219-00 E2 SHUNT-TRIP-CO: 121702 El ......... ON PUSHBUTT . 11 . El -�237.00 Ell REMOTE ANSUL PULL STATION 7 119.07 El 117.07 Fl SCALE: NTS 119914 El 124.00 Ell, 1219-00 E21 L219.00 Ell -PANELS 'API' Ell 1216.0 0 1215,02 El AND 'AP2' 1216.OLE 1215,02 1133� PANEL 'MDP' GENEBAL NOTES; --------------- -v 120.00 E2 2 !R (D 1215-02 1 17 ------------------ 47 � 1. REMOTE TEMPERATURE SENSORS, EC MUST PROVIDE 1/2" CONDUIT 1217.02 E FROM JUNCTION BOX ABOVE CEILING DOWN TO SENSOR MOUNTED j 1215.0 2 0=1 AT 5-13" AFF. 22.Q,00 224,Q0 F3 2. WHEN WIRING FOR PROGRAMMABLE THERMOSTATS AND 1181.04 El 173.00 El APl-23,25,27 90 224-00 E4 1 42.06 -EEH REMOTE SENSORS IS NOT IN A CONDUIT, THE WIRING SHALL 1131.N El 65.03 1 [2_15�,02 BE RUN TO THE UNDERSIDE OF THE ROOF DECK. NONE OF THE WIRING SHOULD BE ROUTED OVER FLUORESCENT 1118,00 cl 4217.00 BALLASTS, POWER BOXES OR IN A CONDUIT WITH LINE KITCHEN PLAN VOLTAGE WIRING AS ELECTRICAL INTERFERENCE (NOISE) [85.00 ElH 1 /4$$ = I- :__ __ .- - - - - _j WILL CAUSE ERRATIC CONTROL OPERATION. 1 0" 3. EC TO COMPLETELY STUFF J-BOXES FOR REMOTE TEMPERATURE ri SENSORS WITH SCRAP PIECES OF FIBERGLASS INSULATION. CMILIND $PAW r i MLINO SPAM ALL TEMPERATURE SENSORS MUST BE MOUNTED ON THE WOOD 112"0. FROM -UNCTION BASE WHICH HAS BEEN PROVIDED IN THE HVAC PACKAGE BOX TO POOR HAiSNETIO 1/2'6. UP TO MILIN6 SPACE SNITCH, $HIT(,H PWVIPM LOCATION OF WALL MOUNTED TEMPERATURE SENSORS IS SHOWN ELECTRICAL SYMBOL LEGEND 1/2'0. UP TO--�I BY APT. ON SHEET MI. SYMBOL DESCRIPTION SYMBOL DESCRIPTION CO I L I NO SPAM F1 -MICAL CONTRACTOR TO PRWIve MAnRIAL AW LA� S SINGLE POLE SWITCH (20 AMP) AFF DENOTES ABOVE FINISHED FLOOR SIN6LE 6AN6 A COMPIrM INSTALLATION e- JUNCTION BOX WITH SINGLE (20A; 125V.) RECEPTACLE c DENOTES CONDUIT FOR A17T MC4W 2 6" -JUW-TION BOX "------ FZHOTE SOUNMR HITH A17T 0 HCA20 ALAW. UCTION BOX 5-25/52*L. X 5-25/52"K. JUNCTION E30X WITH DUPLEX (20A; 125V.) RECEPTACLE CCT DENOTES CIRCUIT AND AT LEAST 5-1/2' 0. I (WE NOTES A17r I s Arrr2) A:6 JUNCTION BOX WITH TWO DUPLEX (20A; 125V.) RECEPTACLES IN FFWNT COUNTER COMMON COVERPLATE EC DENOTES ELECTRICAL CONTRACTOR VININO ROOM 0 PRESENTERS JUNCTION BOX WITH SPECIAL PURPOSE GF1 DENOTES GROUND FAULTINTERRUPTOR JUNCTION BOX WITH DUPLEX ISOLATED GROUND RECEPTACLE EG DENOTES GROUND U! III v INTERCOM STATION WITH 3/4" C. TO MAIN STATION I G DENOTES ISOLATED GROUND < RICHAEL WOMACK P.r. 4 17 TELEPHONE OUTLET. JB DENOTES JUNCTION BOX PlINIOPM ;r'k to I N I 5HM FLOM SEE SHEET E2 FOR No . 1 ,�? 1 .4 9 JUNCTION BOX KES DENOTES KITCHEN EQUIPMENT SUPPLIER ADTI. APPRWEI) 5UPPLIMS FM -UNCTION BOX AREP AFFLE-70M *�Q-550, TITLEt 4T?4 50's BL06 REMOTE SOUNDER (SIDE VIEW AT FRONT_qO RACO 0646,WbTEEL CITY *6H-2-35-6 4 BOH9;S 02H5. REQUIREMENTS 455 ATLANTIC E3LVV A17T2. If' BLOCK CONSTF"TION IS USEV, Fa!HO\4! ENOU&H MATERIAL TO RACEWAY CONCEALED UNDER FLOOR OR BELOW GRADE MLO DENOTES MAIN LUGS ONLY FOR PLAYPLACE AND BASEMENT DOORS REZESS SPEY-1121ED JUNCTION BOX ANVi CONPUIT, JACKSOWILLE, FLORIDA NO3=- 5T/!31TE# 0041-0212 RACEWAY CONCEALED IN WALL OR CEILINGS WP DENOTES WEATHERPROOF AIL DOOR ALARM N�JDE VIEW OF BACK DOOR, ,-E HOMERUN TO PANEL, LETTERS INDICATE PANEL, NUMBERS INDICATE CIRCUIT. cc DENOTES GENERAL CONTRACTOR CaILINS SPAM SIDE DOOR OR PLAYPLACE DOOR DAYS NOTE: ANY CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES A TWO WIRE CL1A_1.3 CIRCUIT. A GREATER NUMBER OF WIRES IS INDICATED AS SHOWN: 1/2"C-2012 TO 5UB PAJA5_ NO SCALB -OPTIONAL ROUGH-IN NOTE: --\A*- (3 WIRES), �� @ PUSHBUTTON FOR DOOR BUZZER BREAKER. PRW I DE LOCK I N6 TRASH CORRAL POWER: 15WE 06-26-02 (4 WIRES & ISOLATED GROUND), ETC, MJYTRICAL CONTRACTOR TO MECHANISM ON CIRWIT BREAKER HANDLE. 3 NO. 10, 1 NO. 10 E.G. - 3/4"C TO A 3OA-2P PFVVICE 142'6. UP TO CEILINIS DOOR BUZZER SPACE F%XM _L#(rION BOX. AND A 20A-lP CB IN PANEL AP-1 FOR TRASH 20A, 120 VOLT DUPLEX RECEPTACLE MOUNTED FLUSH IN CEILING TILE LON VOLTMe CAM-M AW CONTFROLI.ER PROVIDED.BY ADT COMPACTOR AND DCO, CIRCUITS 37,(39,41) VERIFY EXACT LOCATION OF TRASH CORRAL SHEEr M0 ELECTRICAL ROUGH-IN IN FIELD. ADT SECURITY SYSTEM APT V20 CONTROLLER ANP TOUCA PAD L "YAnM IN MAWAEF�S Of!rlCa ANDi I REQUIREMENTS INSTALLEP BY ADT FIN18HI!P M40t SCALE: NTS 4707 If, Candy Blvd., Suite 9 PYRAMID Tampall, Florida, 33611 El CONTROLLER AND TOUCH PAD INSIDE OR BY MANAGERS OFFICE ENG,,[AEE .IZING (813)832-6619, . Fax (813)832-6521 NO sckis AA-0003276 4f" 219 jO ka, 2 1 .001 A CONSULI'tNG INGINIFAS ()CQVMGHT HART1,04my AFICHfITIC'MR&INC. ALL WOH78 RISM'LD 2DW PB Pullbox VIF Verify in Field EG EQUIPMENT GROUND PB Pullbox VIF Verify in Field EG EQUIPMENT GROUND J8 Junction Box MH Mounting Height IG ISOLATED GROUND ELECTRICAL SCHEDULE JS Junction Box MH Mounting Height IG ISOLATED GROUND ELECTRICAL SCHEDULE 0 0 EC Electrical Contractor AFF Above Finished Floor EC Electrical Contractor AFF Above Finished Floor TAG # OTY DESCRIPTION VOLT/PH FLA BIRK SIZE WIRE/CONDUIT CKT. NUMBER RECEP TYPE M.H. AFF REQUIREMENTS & REMARKS TAG # QTY , DESCRIPTION VOLT\PH FLA BIRK SIZE COND/WIRE CKT NUMBER RECEP TYPE HGT AFF REQUIREMENTS & REMARKS 0 0 - - CONN BOARDS IN SERIES TO 20A CIRCUIT EC TO CONNECT DATA EXTEND 2 1/2"CONDUIT TO ABOVE CEILING. CABLE 0 4.OBE1 2 MENUBOARD - 1' POP MENU 120/1 1.5 EA. SEE RMKS 2 #12. 1 #12 EG -1/2"C, LP-8 SEE RMKS 8,_4 MOUNT LIGHT BOXES-SEE PLAN FOR JB LOCATIONS 221.01EI 1 OFFICE POS CABLE 4x4x4 PB 2$-0" FURNISHED AND INSTALLED BY POS SYSTEM SUPPLIER 0 4.09E1 2 MENUBOARD - 2' POP MODULE 12011 1.5 EA. SEE RMKS - SEE RMKS SEE RMKS 80-4" SAME CIRCUIT AS 4,08E1 221,OIE2 1 OFFICE POS PHONE RJ-11CJACK 2'-0" - I HANDY BOX 0 4.1OE1 2 MENUBOARD - 3' MENUE MODULE 120/1 1.5 EA. SEE RMKS - SEE RMKS SEE RMKS 8'-4 SAME CIRCUIT AS 4,08E1 2211,01IE3 I OFFICE POS 12011 D 6.1 20A 2 #12, 1 #12 IG, 1 #12 EG -1/2"C. AP2-12 SEE RMKS V-6 (1 IC4700 FOR ISP & CCU; (2) IG4700 FOR ISOLATE M8NITOR, HUB, MODEM & VIDEO SPUTTER 0 411 El I MENUBOARD - 6' CENTER EVM & H-POP MODULE 1*20/1 096 SEE RMKS SEE RMKS SEE RMKS 8'-4" SAME CIRCUIT AS 4.08EI 221-01E5 1 OFFICE POS 120/1 90 20A 2 #12. 1 #12 IG, 1 #12 EG -1/2"C. AP2-12 IG4700 1,_6 REQUIRED FOR LASER PRINTER EA, ISOLATED 20-OOE2 1 AUTOMATED BEVERAGE SYSTEM 1,20/1 14.9 20A 2 #12, 1 #12 EG -1/2"C. API-2 5-20R 3'-10" MANDATORY - FOR ABS PRE-COOLER 223.07El 1 WASHER 120/1 10,0 20A 2 #12p 1 #12 EG -1/2"C. AP2-15 5-20R 4--0" 21.00E1 1 COFFEE BREWER(GLASS DECANTERS) 120-208/1 16.2 20A 3 #12, 1 #12 EG -1/2"C. AP2-3OP32 Ll 4-2OR S-10" EC MAKES FINAL CONNECTIONS 224.00E3 I AUDIO SYSTEM - 2 BOOTH D/T 120/1 0.75 20A 2 #12, 1 #12 EG -1/2"C. AP2-19 - 6'-10" REQUIRED FOR WIRELESS SYSTEM U 0 SEE RMKS 1 COFFEE BREWER SOFT HEAT - SINGLE 120-208/1 17.8 20A ITEM #44.09E1 L14-20R 2'-3" THIS ITEM IS POWERED BY EQUIP. MOUNTED BREAKER PANEL 224.OQE4 I AUDIO SYSTEM AUDIO - - EXTEND 2' CONDUIT ABOVE CEILING FOR WIRELESS 21,05EI SEE RMKS - SEE RMKS ITEM #44.09-EC MAKES FINAL CONNECTIONS - 2 BOOTH D/T CABLE 6x6x4 PB 6'-10" SYSTEM 23.02E1 3 COFFEE SERVER SOFT HEAT 120/1 1.5 20A 2 #12, 1 #12 EG -1/2"C� AP11-8 5-20R 2'-3" 237-OOEI 1 PIE DISPLAY 12011 5.8 20A 2 #12, 1 #12 EG -1/2"C. AP1-24 5-20R SEE RMKS FOR FRY STATION,VERIFY HEIGHT W/PROJECT MANAGER; Q) 0 0 I SEE RMKS FOR CENTER ]Z>LANU, POWERED BY #44.09 0 I COFFEE SERVER DOCKING STATION 120/1 1.5 20A 2 #12, 1 #12 EG -1/2"C. API-8 5-20R 2'-3" 700.04E1 I WATER HEATER - ELECTRIC - 24KW 208/3 67 90A 3 #3. 1 #8 EG -1 1/4"C. MDP-12 JB SEE RMKS EC TO VERIFY JB HEIGHT IN FIELD - EC TO PROVIDE 23.04EI SOFT HEAT - DUAL SEE RMKS PADLOCKABLE DEVICE AT CCT BRKR PER NEC 422-31(b) 0 - 20A OR -2 -3" THIS ITEM IS POWERED BY EQUIP MTD BREAKER PANEL 81-01, OPTIONAL POWE� FOR-NEW OIL PUMP AND 0 2 4.OjaE 1 2 ORANGE JUICE DISPENSER 12011 9.43 ITEM #44.09EI 5-2 TEM #44.09-EC MAKES FI ONS 700.IDE1 1 BULK OIL SYSTEM 120/1 7-2/10 20A 2 #12, 1 #12 EG -1/2"C. AP2-5,7 (2)5-20R en SEE RMKS §EE RMKS I NAL CONNECTI RECIRCULATION HEATING SYSTEM 26.00E1 1 HOT CHOCOLATE DISPENSER 12011 13.8 20A ITEM #44.09EI 5-20R 2'-3" THIS ITEM IS POWERED BY EQUIP MTD BREAKER PANEL 700.1 OE2 I BULK OIL SYSTEM 120/1 6.9 20A 2 #12, 1 #12 EG -1/2"C, APl-26 5-20R SEE RMKS OPTIONAL POWER FOR OPTIONAL GRILL GR�ASE PUMP - SEE RMKS - - SEE RMKS ITEM #44.09-Eg MAKES-FINAL CONNECTIONS OUTLET 15 PART OF GRILL-STATION CHASE 30.04E1 I SODA TOWER - COUNTER ELECTRIC - 120/1 2.0 20A 2 #12, 1 #12 EG -1/2'.C. API-3 5-20R 775 IF BREAKER PANEL IS SPEC'D THIS ITEM IS POWERED 700.11 El 1 OEP UTILITY PA7L W/ MOUNTING - - - - SEE RMKS CEILING MOUNTED - SEE NOTE 12. 0 00 10 VALVE - LEVER CONTROL, SEE RMKS SEE RMKS BY EQUIP MTD BRKR PANEL-EC MAKES FINAL CONNECTS HARDWARE 0 0 M SODA SYSTEM PACKAGE - B.I.B. 3'-0" EC sUPP7777572P Nr DISC SW MTD 9' BELOW CEILING 114 31,02E1 1 208/1 21.4 30A 2 #10, 1 #10 EG -1/2"C. AP2-2,4 SEE RMKS SEE RMKS PER NEC 380-8(a) EX.2 VERIFY W/LOCAL AUTHORITIES 701.00E1 4 HAND DRYER 120/1 18.0 20A 4 #12, 1 #12 EG -1/2"C. AP2-8,10,34,36 JB SEE RMKS FIELD VERIFY W/PROJECT MANAGER 0 In (RECIRCULATING- 2 TOWERS) < I 50DA SYSTEM PACKAGE -.1.1.8. - - JB 4'-0" FOR CONTROL WIRES TO,REMOTE CONDENSING UNIT 701-13E1 2 DCO - GENERAL PURPOSE 120/1 - 20A 2 #12, 1 #12 EG -1/2"C. AP2-13 5-20R 4'-6 IN MANAGER'S OFFICE 31.02E2 - (RECIRCULATING- 2 TOWER >11111 31,02E3 11 SODA SYSTEM PACKAGE - 12011 (2) 6.8 20A 2 #12. 1 #12 EG -1/2"C. AP2-6 5-20R 6�-6" FOR WATER BOOSTER SYSTEM AND OPTIONAL AIR 701.14EI 1 TELEPHONE PHONE - CONNECT TRANSFORMER TO POWER & ROUTE LOW VOLTAGE (RECIRCULATING- 2 TOWERS) COMPRESSOR HANDY BOX I - I RJ-11C JACK 4'-6" 33.04EI I SODA SYSTEM PACKAGE B.I.B. (COUNTER 120/1 20A 2 #12, 1 #12 EG -1/2"C. AP2-26 5-20R SEE RMKS MTD. 0 7'-0' AVF FOR CARBONATOR A & B 701-15E1 1 DOOR BUZZER 120/1 .5 20A 2 #12, 1 #12 EG -1/2"C. LP-16 13'-0" 00 ELECTRIC -, 2 TOWERS) N I I WIRES QyERHFAQ TO D002 BUTTON 33.04E2 I SODA SYSTEM PACKAGF 8.1,B. (COUNTER 12011 6.0 20A 2 #12, 1 #12 EG -1/2'PC. AP2-28 5-20R SEE RMKS MTD. 0 T-O" AFF FOR BOOSTER PUMP 701.16EI 11 DETFX DOOR ALARM 120/1 .5 20A 2 #12P 1 #12 EG -1/2"C. LM 0 ELECTRIC - 2 TOWERS) LP-16 je SEE RMKS JUNCTION BOX ABOVE CEILING 0 r 38.00EI 1 CLEAN IN PLACE PANEL 120/1 1.0 20A 2 #12, 1 #12 EG -1/2"C. AP2-15 5-20R 5-6" REQUIRED FOR BULK COKE EC SUPPLIES 30A-3P_NF DISC SW MTD 9' BELOW UILING - 39.01EI 1 ICE MACHINE - 700 LB. 208/3 15,0 20A 2 #12, 1 #12 EG -1/2"C, AP2-25,27,29 SEE RMK5 SEE RMKS PER NEC 38Q-8(o) EX.2 VERIFY W/LOCAL AUTHORITIES 39.01 E2 I ICE MACHINE - 700 LB. - - - JB 4'-6" CONTROL WIRES TO REMOTE CONDENSER - IF ICE MACHINE SEE RMKS ON SODA TOWER OR ICE DISPENSER MOUNT JS AT 8'-0" AFF ELECTRICAL SCHEDULE ( OPTIONAL EQUIPMENT) 12 42,06EI 1 ICE DISPENSER - UNDER COUNTER 120/1 3.0 20A 2 #12, 1 #12 EG -1/2"C� API-3 5-20R 2'-3" + 43.15E1 2 HEATED LANDING 20NE 208/1 11.0 20A - ITEM #44,09EI L6-2OR VIF POWERED BY ITEM #44.09 SEE 150A SEE RISER MDP-20 SEE RMKS CONDUIT RUNS DN CHASE W7120' PIGTAIL - EC MAKES 44.32EI 1 BREAKER PANEL-EQUIPMENT MOUNTED 120-208/3 RMKS FINAL CONNECTION FLA & BREAKER SIZE PER SITE 152,01E1 I WAREWASHER - UPRIGHT 208/3 32.2 40A 3 #B, 1 #10 EG - 1"C'. AP2-31P33,35 ja 5'-0" 611.00171 1 FRY BAGGING STATION 36" 120/1 15.7 20A 2 #12, 1 #12 EG -1/2"C. APl-18 HARDWIRE 4'-0 EC TO VERIFY JB HEIGHT IN FIELD - EC TO PROVIDE 64.13E1 I FRY VAT (1 OF 2) - ELECTRIC 208/3 39.0 60A 3 #6, 1 #8 EG -1"C. MOP-1 - PLUGS INTO RAC�WAY RECEPT. WITH 15-60P POWER PLUG 700.04E1 I WATER HEATER - ELECTRIC - 36KW 208/3 100 125A 3 #1P 1 #6 EG -1 1/2"C. MDP-12 JB SEE RMKS PADLOCKABLE DEVICE AT CCT BRKR PER NEC 422-31(b) -P-LU-GS INTO RACEWAY RECEPT. WITH 15-60P POWER PLUG IF WAREWASHER IS USED lot BY FRYER MFR USED IN LEU OF 24KW 64.13E2 I FRY VAT (2 OF 2) - ELECTRIC 208/3 39.0 60A 3 #6, 1 #8 EG -1"C. MDP-3 BY FRYER MFR 65.03E1 1 FRY VAT (I OF 3) - ELECTRIC 208/3 39.0 60A 3 #6, 1 #8 EG -1"C. MDP-5 - PLUGS INTO RACEWAY RECEPT. WITH 15-60P POWER PLUG T_ BY FRYER MFR z PLUGS INTO RACEWAY RECEPT, WITH 15-60P POWER PLU� 65.03E2 1 FRY VAT (2 OF 3) - ELECTRIC 208/3 39.0 60A 3 #6, 1 #8 EG -1"C, MDP-7 - BY FRYER MFR 65.03E3 I FRY VAT (3 OF 3) - ELECTRIC 208/3 39.0 60A 3 #6, 1 #8 EG -1"C� MDP_9 - PLUGS INTO RACEWAY RECEPT. WITH 15-60P POWER PLUG BY FRYER MFR 72.00E1 1 UNIVERSAL EXHAUST HOOD (R.H.) 120/1 12A 20A 2 #12, 1 #12 EG -1/2"C, AP2-37 - EC TO CONNECT POWER TO RACEWAY FLA - 6.2 FRYER ELECTRIC 2-VAT FRYER CONTROLS & 5.9 INDIVIDUAL EXHAUST FAN INTERLOCK 73.00EI 1 UNIVERSAL EXHAUS1. HOOD (R.H.) 120/1 12.7 20A 2 #12. 1 #12 EG -1/2"C. AP2-39 - EC TO CONNECT POWER TO �ACEWAY FLA = 6.8 FRYER ELECTRIC 3-VAT FRYER CONTROLS & 5.9 INDIVIDUAL EXHAUST FAN INTERLOCK 85.00EI 1 ARCH FRY DISPENSER 120/1 4�O 20A 2 #12, 1 #12 EG -1/2"C. AP2-24 5-20R 4'-0 91.01E1 1 WALL MOUNT FREEZER UNIT-DOUBLE WIDE 120/1 10.0 20A 2 #12, 1 #12 EG -1/2"C. API-22 5-20R 7�-6" 94.06EI I UNIVERSAL EXHAUST HOOD (L.H.) 120/1 13.3 20A. 2 #12, 1 #12 EG -1/2 0. APZ-41 EC TO CONNECT POWER TO RACEWAY FLA = (2) 33 GRILL 2-ELEC FULL-CLAM GRIlt � CONTROLS & 5-9 INDIVIDUAL E)�HAUST FAN INTrRLOCK GENEPAL NOTES FOR SHEET El 95.03EI 1 .36" CLAMSHELL GRILL ELECTRIC (2)208/3 28.0 (2)50A 6 #4, 1 #8 EG -1 1/4..,C, MDP-4.6 _MUGS IN RACEWAY RECEPT, WITH �1) L21-ZUP INTtRLU(;K EA.SIDE & (2)15-50P POWER PLUG BY KES 96,03E2 1 36" CLAMSHELL GRILL ELECTRIC (2)208/3 28.0 (2)50A 6 #4, 1 #8 EG -1 1/4"'C. MDP-8,10 PLUGS IN RACEWAY RECEPT. WITH �1 L21-2OP INTERLOCK IN5IALLAIIQN METHOU2 GROUNDING: EA.SIDE I & (2)15-50P POWER PLUG BY KIES 97.01E1 1 MEAT FREEZER - DOUBLE WIDE 120/1 6,7 20A 2 #12, 1 #12 EG -1/2"C. API-20 5-20R UNIT PLUGS INTO RACEWAY RECEPTACLE 1. ALL RECEPTACLES (EXCEPT SPECIFIED HUBBELL PIN & SLEEVE TYPES) SHALL BE 12. ALL BRANCH AND FEEDER CIRCUITS SHALL BE GROUNDED BY TWO METHODS. THE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR (EC). FIRST bdETHOD SHALL INCLUDE AN INSULATED COPPER EQUIPMENT GROUNDING 116.01E1 3 UNIVERSAL HOLDING CABINET - 2-SIDED 208/1 15.0 20A - ITEM #117.07EI L6-2OR SEE RMKS PLUGS INTO ITEM #117.07 RACEWAY - POWERED BY - PIN & SLEEVE ITEM #44.09 CONDUCTOR CONTAINED WITHIN THE SAME CONDUIT AS THE PHASE CIRCUIT 11 7,07E1 11 UHC TABLE - 2-SID7D -'38 DP. - 12011 2.0 20A - ITEM #44,09E1 HARDWIRE SEE RMKS POWERED BY ITEM #44.09 2. IT SHALL BE THE RESPONSIBILITY OF THE EC TO CONTACT THE LOCAL TELEPHONE CONDUCTORS AND SIZED PER THE NATIONAL ELECTRIC CODE TABLE 250-95. W/RACEWAY- TWIST-LOCK F LOCATED IN DUAL-SIDED PREP LINE PLUG INTO COMPANY REPRESENTATIVE AND INCORPORATE ALL REQUIREMENTS FOR A COMPLETE THIS INSULATED EQUIPMENT GROUNDINGS CONDUCTOR SHALL HAVE ONE END 118.00EI 3 Q'ING OVEN - PIN - SLEEVE 208/1 19.2 20A 4 #12, 1 #12 EG -1/2 C. AP 1-9,11 L6-2OR SEE RMKS iTEM #117.07, POWER BY ITEM J44.09 AND OPERATIONAL PHONE SYSTEM. EC SHALL PROVIDE A MINIMUM OF TWO PHONE PROPERLY TERMINATED AT THE EQUIPMENT GROUND BUS IN THE CORRESPONDING ITEM #117.07EI LINES FOR McDONALD'S USE. PROVIDE 3/4" EMPTY CONDUIT FROM TELEPHONE CIRCUIT BREAKER PANEL, AND THE OTHER END TERMINATED AT THE GROUNDING MUFF! STER/ Q'ING OVEN TABLE PANEL/BOX UP TO CEILING SPACE FOR FUTURE TELEPHONE CABLE INSTALLATION. CONTACT OF A GROUNDING RECEPTACLE AND TO THE JUCTION BOX OR TO AN 119.07E1 I N/BAGEL TOA' 208/1 17.0 30A - ITEM #111.07EI L6-30R SEE RMKS PLUGS INTO ITEM #117.07. POWER BY ITEM #44.09 2 SIDED - 43 1/2'; W x 29" D EC SHALL VERIFY NTH McDONALD'S PROJECT MANAGER IF OPTIONAL PAYPHONE 122.10171 2 VERTICAL BUN TOA7ER - 208/1 20.2 30A 4 #8, 1 #10 EG -3/4"C. AP I-15,17,19,21 SEE RMKS 4'-0" PLUGS INTO OVERHEAD RECEPTACLE 33006W B U D. V L C AL R U -IN ACCOR INGLY. TELEPHONE EQUIPMENT CABINET, AS APPLICABLE. THE SECQND METHQD PROVIDES EQUIPMENT PIN & SLEEVE . PROVIDED BY KES -HEIGHT TO BOT& OF R C PTACLE PANEL/BOX SHALL BE GROUNDED AS SHOWN IN "BUILDING ELECTRICAL GROUNDING GROUNDING VIA METALLIC CONDUIT THAT IS CONNECTED AND TERMINATED IN 122.14E1 1 CONVEYOR TOASTER - SHROUD TWIST LOCK I DETAIL" ON SHEET E8, FIT71NGS LISTED FOR GROUNDING PER NEC 250-118. BOTH GROUNDING METHODS 123.1 OE1 1 PREP TABLE - MFY - 2-SIDED - 347P. 120/1 9.0 20A 2 #12P 1 #12 EG -1/2"C, APl-16 SEE RMKS 4'-0" PLUGS INTO-OVERHEAD RECEPTACLE 320C4-WFY7 ARE REQUIRED IN A MCDONALD'S RESTAURANT. ISOLATED GROUND SHALL BE - PIN & SLEEVE - PROVIDED BY KIES -HEIGHT TO BOTT& OF RECEPTACLE ELECTRICAL ROUGH-INS FOR OPTIONAL PAYPHONE SHALL BE AS FOLLOWS: INSTALLED WHERE INDICATED ON PLAN AND AS SHOWN IN POS ISOLATED GROUND/ 1,31.OQE1 1 BISCUIT OVEN 208/3 21.8 30A 3 #10, 1 #10 EG -1/2"C. AP2-38,40,42 SEE RMKS 2'-6" L43-30R9 RECEP TACLE ,SUPPLIED BY KES, INSTALLED DEDICATED CIRCUIT DETAIL ON SHEET E6. BY EC REQUIRES 2 1/2 MIN. JB DEPTH 3RD PHONE LINE: JUNCTION BOX WITH 3/4" CONDUIT UP TO CEILING SPACE. 171.00E1 1 WALK-IN COOLER FREEZER FLOORLESS 120/1 10,00 20A 4 #12. 1 #12 EG -1/2"C. AP2-14.16 JB 0 CLG JB FOR LIGHTS & DOOR HEATER - UNSWITCHED LIGHT TO 120V POWER: JUNCTION BOX WITH 1/2"C-2#12 TO AVAILABLE CIRCUIT AT PANEL. BE IN BOTH COOLER & FREEZER. TO CONNECT POWER QONDUII AND WARE: 171.00E2 1 WALK-IN COOLER FREEZER FLOORLESS - - - VIF EC TO FURNISH & INSTALL CONDUIT, ARE & LIGHT THE EC SHALL FIELD LOCATE JUNCTION BOXES SUCH THAT THE LOCATtON AND THE 13. POWER AND CONTROL CORDS ARE FURNISHED WITH KITCHEN APPLIANCES. THE FIXTURES & OTHER DEVICES INSIDE COOLER/FREEZER BOX 174.01 El I REMOTE MAC UNIT 208-230/3 37.7 50A 3 #6, 1 #8 EG -1"C. MDP-2 ja VIF TERMINATE POWER CONDUCTORS TO RFMQT' HEIGHT OF THE PAYPHONE COMPLIES WITH ALL LOCAL AND ADA REQUIREMENTS, EC 'SHALL CONNECT CORD SETS TO APPLIANCES AS REQUIRED. UNIT FUSIBLE DISCONNECT SWITCH INCLUDE ALL COSTS IN THE BASE BID PROPOSAL, 174.01E2 1 REMOTE MAC UNIT LOW VOLT - - VIF L V WIRES CONNECT MAC UNIT TO EVAPS & SHALL WIRES BE ROUTED IN SEALTITE WHERE EXPOSED TO WEATHER 14. CONDUIT RUNS MAY BE COMBINED EXCEPT WHERE ISOLATED GROUNDS ARE USED. 175.08E1 I COOLER EVAPORATOR - AIR-COOLED 208-230/1 - 20A 2 #12, 1 #12 EG -1/2"C. PWR BY MAC UNIT JB VIF ELIMINATE CIRCUIT BREAKER IF USED WITH MAC UNIT 3. ROUGH-INS FOR OPTIONAL EQUIPMENT ARE SHOWN ON THIS SHEET. EC SHALL IG CIRCUITS SHALL BE RUN IN SEPARATE CONDUITS. DERATE CONDUCTOR LOW VOLT SEE RMKS L V WIRES CONNECT MAC U.NIT TO EVAPS & SHALL VERIFY WITH McDONALD'S PROJECT MANAGER WHICH OPTIONAL EQUIPMENT IS TO AMPIACITIES AND INCREASE CONDUIT AND WIRE SIZE AS REQUIRED BY THE 175.08E2 1 COOLER EVAPORATOR - AIR-COOLED WIRES - 0 CLG BE ROUTED SEPARATELY FROM POWER CONDUCTORS BE INCLUDED AND INSTALL OPTIONAL ROUGH-INS AS REQUIRED. NATIONAL ELECTRICAL CODE SECTION 310-15. 176.18EI I FREEZER EVAPORATOR - AIR-COOLED 208-230/1 - 20A 2 #12, 1 #12 EG -1/2"(C. PWR BY MAC UNIT 0 CLG NO CIRCUIT BREAKER REQ WITH MAC UNIT-IF FAN SHUT-OFF 4. E.C. SHALL COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER, MECHANICAL ISEE RMKS SW, REQ SYS PUMPDOWN RELAY MUST BE INSTALLED 15. CONDUIT SHALL HAVE A MAXIMUM OF 4 BENDS WITHOUT A JUNCTION BOX TO 176.1 BE 2 1 FREEZER EVAPORATOR - AIR-COOLED LOW VOLT - - 0 CLO L V WIRES CONNECT MAC UNIT TO EVAPS & SHALL SUB-CONTRACTOR AND GENERAL CONTRACTOR FOR FINAL LOCATIONS AND WIRES BE ROUTED SEPARATELY FROM POWER CONDUCTORS CONNECTION REQUIREMENTS OF ALL EQUIPMENT PRIOR TO INSTALLATION OF PREVENT DAMAGE TO CABLE DURING PULLING. THE EC SHALL PIGTAIL #12 PULL ANY CONDUIT AND/OR STUB-UP LOCATIONS. WIRE AT EACH END FOR INSTALLER TO PULL CABLE. ALL LOW VOLTAGE CONDUIT STUB-UPS SHALL BE PROVIDED WITH A BUSHING; 181.04El 2 REFRIGERATOR - WORK TOP - 48" WIDE 12011 5.5 20A 3 #12, 1 #12 EG -1/2"C. AP2-21,23 5-20R 2'-0" 5. CEILING MOUNTED OVERHEAD ELECTRICAL UTILITY PANEL (700.11EII-OEP) 182,OOE1 1 FREEZER - WORK TOP - 27" WIDE 120/1 8.0 20A 2 #12, 1 #12 EG -1/2"C. AP2-3 5-20R 2'-0" FURNISHED BY McDONALD'S, INSTALLED BY THE GC. CORD AND PLUG SET 16. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERWISE. 196.02E1 1 SAFE - STANDARD BLDG, 120/1 20A 2 #12, 1 #12 EG -1/2"C. AP2-1 5-20R 2'-0" FURNISHED BY KIES INSTALLED BY THE EC. MINIMUM CONDUIT SIZE SHALL BE 1/2" UNLESS NOTED OTHERWISE. -1 HEAT TREAT COMBINATION SHAKE/SUNDAE 208/3 45A 3 #6, 1 #8 EG -1-C. AP I-38,40.42 SEE RMKS 11-ol, RECEP #A46OR9 BY KES -EC MAKES FINAL CONN 6. EC SHALL EXTEND CONDUIT AND CONDUCTORS DOWN CHASE OR WALL TO 17, CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID COPPER. CONDUCTORS #8 203.00E1 MACHINE OPTIONAL - OUTLET FOR FOOT PEDAL; BLENDER PLUGS TERMINAL BLOCK MOUNTED ON EQUIPMENT AND MAKE FINAL CONNECTIONS TO AND LARGER SHALL BE STRANDED COPPER., 207.01EII 2 BLENDER - MCFLURRY - COUNTERTOP 120/1 2.6 20A 1 2 #12, 1 #12 EG -1/2"C, APl-13 5-20R 2'-S' INTO FOOT PEDAL PLUG TERMINAL BLOCKS (TYPICAL FOR GRILLS, FRYERS, AND ANSUL SYSTEM). VERIFY ALL ELECTRICAL CHARACTERISTICS AND 18, RACEWAYS SHALL BE ANY OF THE FOLLOWING MATERIALS, INSTALLED IN 214.00EI 1 CREW VIDEO 120/1 20A 2 #12, 1 #12 EG -1/2"C. APl-14 (2)5-20R SEE RMKS MOUNTING HEIGH I T WITH PROJECT MANAGER ACCORDANCE WITH ALL APPLICABLE CODES: 215.00E1 3 POS PC HARDWARE - FRONT COUNTER 120/1 20A 2 #12, 1# 12 IG� 1 #12 EG -1/2"C. AP2-17 104700 2'-0" EC TO RUN 1/2' CONDUIT IN WALL FOR FLUSH MOUTED SPCL, 7. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF WALL FINISH. THE EC ISOLATED RECEPT. FOR KEYSTATIONS (MONITOR, CPU & CASH DRAWERS) SHALL MAKE NECESSARY DIMENSIONAL ALLOWANCES. ALL DIMENSIONS SHOWN 1. METALLIC RACEWAYS: GREENFIELD, EMT, IMC, HEAVY-WALL CONDUIT 215.00E3 I POS PC HARDWARE - FRONT COUNTER DATA - - 4x4x4 PB I._6" EXTEND 2 1/2" CONDUIT TO ABOVE CEILING FOR POS ARE TO CENTERLINE OF OUTLET BOX AND/OR RECEPTACLE UNLESS NOTED 2. RIGID NON-METALLIC CONDUIT (COMPLY WITH NEC 347 CABLE DATA CABLES (USE SHALL BE ONLY FOR OUTDOOR USE OR IN SLABS� 215,02EI 3 POS PC HARDWARE - 2 BOOTH D/T 120/1 2.2- EA. SEE RMKS 2 #12, 1# 12 IG, 1 #12 Er, -1/2"C. AP2-118 (2)IG4700 l'-6 REQ'ID FOR POS KEYSTATION. CONNECT ALL POS OTHERWISE. ISOLATED RECEPT TO SAME 20A BREAKER - 16A MAX. 8. ALL J-BOXES, DCO'S, AND OTHER ELECTRICAL DEVICES SHOWN ON SHEET El ALL RACEWAYS SHALL HAVE A FULL SIZE GROUNDING CONDUCTOR INSTALLED. 215-02E2 1 POS PC HARDWARE - 2 BOOTH D/T 12011 SEE (2)20A 4 #12, 1 #12 EG -1/2"C. LP-23,25 4x4x4 PB 4'-0" IT2" COND. TO OUTSIDE MENU BOARD SPEAKER POST ROMEX, NONMETALLIC TUBING, AND BX CABLING SHALL NOT BE USED. TYPE MC RMKS COD. BOARD TOTAL AMP DRAW VARIR BASED ON SELLCTIONS SHALL BE RECESSED MOUNTED INTO A WALL, FLOOR OR CEILING UNLESS CABLE IN LENGTHS OF SIX FEET OR LESS SHALL ONLY BE USED FOR WHIP 2115,02173 1 POS PC HARDWARE - 2 BOOTH D/T DATA - 4x4x4 PB 4'-0" J8 BOLTED TO (215.02-E2 FOR TRI-VIEW CONTROL SPECIFICALLY NOTED OTHERWISE. CABLE Box. 2" CONDUIT TO OUTSU MENUBOARD FOR CONTROL WIRES CONNECTIONS TO LIGHTING FIXTURES. 101. EXTEND 1 1�2 CONDUIT TO ABOVE CEILING 2" CONDUIT TO 215.02E4 I POS PC HARDWARE - 2 BOOTH D/T Bx6x4 PS REMOTE DE ECTOR LOOPS & SPEAKER POSt 9. ALL HOLES IN FRONT COUNTER FOR POS CORDS AND CABLES SHALL BE 19, ALL CONDUITS PENETRATING THE FREEZER /COOLER BOX SHALL BE SEALED IN 10.. 1 _r LOCATED BY OWNER AND DRILLED BY GENERAL CONTRACTOR. 215.02E5 1 POS PC HARDWARE - 2 BOOTH D/T Bx6x4 PB EXT�NP 2 112" O-NDUIT UNDER SLAB TO 215.02F6. COMPLIANCE WITH NEC 300-7. 1 1 2 CONDUIT T2 217,00-E'l) 215.02E6 1 POS PC HARDWARE - 2 BOOTH D/T 4x4x4 PB 3'-5" EXTENP 2 1 2" CONDUIT UNDER SLAB FROM 215.02E9, 10. ALL ELECTRICAL CONDUCTORS SHALL BE CONNECTED TO RECEPTACLES USING 2 1 6UIT TO ABOVE CEILING ELEC:TRIQAL DISISIQUTION6 215.02E8 1 POS PC HARDWARE - 2 BOOTH D/T 120/1 2,2 EA. SEE RMKS 2 #12, 1# 12 IG, 1 #12 EG -.1/2"C. AP2-18 104700 3'-5" REQ'D FOR POS KEYSTAT13N FOR MENUBOARD ORDERING. ONLY THE TERMINAL SCREWS. RECEPTACLE BACK WIRE/QUICK CONNECTIONS ISOLATED CONNECT ALL POS RECEPT. TO SAME 20A BREAKER- 16A MAX. $HALL NOI BE USED. 215,04E2 1 KVS SYSTEM DATA - - - 0 CLG - 20. THE EC SHALL PROVIDE ELECTRICAL SERVICE TO CENTER ISLAND CIRCUIT BREAKER CABLE PANEL MOUNTED ON EQUIPMENT. SEE SHEET E6, 215.04E3 1 KVS SYSTEM 120/1 3.0 20A 2 #12, 1# 12 IG, 1 #12 EG -1/2"C. AP2-11 IG4700 a CLG 1.5 EACH MONITOR - IF USED WITH ITEM 700.11, 11. BOHN/HEATCRAFT EQUIPMENT IS PROVIDED WITH 208V HEAT TRACE. EC SHALL ISOLATED RECEPTACLES ARE PROVIDED BY SUPPLIER' WIRE HEAT TRACE TO TERMINAL BLOCK TB POINTS H1 & H2 WITHIN EVAPORATOR NSTALLED FOR THE POS SYSTEM (SEE 216.00EI 3 VIDEO MONITOR W/SUPPORTS 120/1 1�5 EA. SEE RMKS 2 #12, 1# 12 IG, 1 #12 EG -1/2'*C. AP 2-18 IG4710 0 CLG CONNECT TO CLOSEST POS ISOLATED GROUND CIRCUIT SECTION, A SEPARATE CIRCUIT FOR HEAT TRACE IS NDI REQUIRED. 21, IF A SEPARATE COMPUTER PANEL IS I ISOLATED SHEET E6) E.C. SHALL WIRE THESE LOADS TO THE CIRCUITS SHOWN ON THE MICUEL WOkfACK P.E. 49M 216.00E2 3 VIDEO MONITOR W/SUPPORTS I A= - - 0 CLG COMPUTER PANEL SCHEDULE (CP). CABLE 217.00EI 1 PARK/ROTATE/SERVE BUMP BAR DATA - - 4x4x4 PB 2'-6 1-1/2" CONDUIT TO 215.02E5 FOR 2 BOOTH DRIVE-THRU NoJaI4 CABLE TITLEt 4-114 50's BLD6 217.02E1 2 DRIVE-THRU CAMERA & MONITOR SYSTEM 120/1 1.0 20A 2 #12, 1 #12 EG -1/2"C. AP2-19 5-20R a CLG OPTIONAL - POWER REQUIRED FOR EACH MONITOR ONLY, 435 ATLANTIC BLVD I CHOOSE ONE LOCATION _ JACKSOWILLE,F�ORIOA 217.09EI 1 WIRELESS COMMUNICATION SYSTEM 120/1 20A 2 #12, 1 #12 EG -1/2"C_ AP2-19 5-20R 3'-9" USED FOR BATTERY CHARGER 5T/SITE# OM-0272 219.00E1 4 RECEIPT PRINTER 12011 0.7 20A 2 #12, 1# 12 IG, 1 #12 EG -11/2"C. AP2-111 IG4710 0 CLG IF ITEM #700.11 IS USED RECEPT, 15 PROVIDED BY ISOLATED SUPPLIER 219.00E2 4 RECEIPT PRINTER DATA - - 0 CLG CABLE FURNISHED AND INSTALLED BY POS SYSTEM CABLE SUPPLIER 219.00E7 1 RECEIPT PRINTER 120/1 0.7 20A 2 #12, 1# 12 IG, 1 #12 EG -1/2"C. AP2-11 IG4710 2'-0" EC TO MOUNT RECEPT. ON BACK OF CENTER ISLAND DATIE ISOLATED I RECEIPT PRINTER DATA - - SEE RMKS CABLE FURNISHED AND INSTALLED BY POS SYSTEM 19M 05-2"2 CABLE SUPPLIER I COIN DISPENSER 120/1 0.75 20A 2 #12, 1 #12 EG -1/2"C., AP2-19 SEE SHEET El FOR ROUGH - IN PLAN SHEET NO P 4707 K Candy Blvd,, Suite 9 - IN INFORMATION PYRAMID -` Tampa, Florida 33611 E2 ELECTRICAL ROUGH ENGINEERING (813)832-6619 Fax (813)832-652f AA-0003276. CONSULF110 INGINIRRS 0 COFMGHT __j HARTLROMWYARMTECTIJIM,INC, I ALL MUM%RZSLMD 2DOID *0 34.8 SEE RMKS 33 EA. J J1 4- - LIGHTING EIXTURE SCHEDULE NOTES, 1. FLUORESCENT LIGHT FIXTURE PERFORMANCE SPECIFICATION: ELECTRICAL CONTRACTOR MAY SELECT LIGHT FIXTURES MEETING THE FOLLOWING REQUIRMENTS: c A. SHEET METAL SHALL BE MINIMUM 22 GAGE STEEL. LP-3 WHITE ENAMEL PAINTED. K X B. PLASTIC LENSES SHALL BE PRISMATIC ACRYLIC. I Al2 PATTERN, UNLESS NOTED OTHERWISE. 16 /7— ARCH__LIGH-TING 4n ................. ------------ 0 C. LAY-IN FIXTURES SHALL HAVE HINGED, GASKETED L DROP DOWN DOOR FRAMES. E Effl wm SEE SWITCH� BANK DETAI� E31 0 C 12 ARCH LIGHTING D. BALLASTS SHALL BE: THIS SHEET C Q) 0 G MAGNETEK: B432112OL/B232112OL/83321120L OR 0 B a ADVANCE:REL-4P32-RH-TP/REL-2P32_RH-TP/ JA REL-3P32-RH-TP L 1 j-1 E PROVIDE FLANGE KITS FOR ALL INSTALLATION IN GYPSUM C BOARD CEILING. FIELD VERIFY. 0 f I _j 2. WALL SCONCE COLOR SPECIFIED BY OWNER/OPERATOR. B B 8 B _J 17- 3. ORDER LED EXIT SIGNS WITH LETTER COLORS THAT COMPLY WITH LOCAL CODES FROM SECURITY LIGHTING. 9 7=11 7 A I 1 1 FOR RED LETTERS USE #PRB (UNIVERSAL) 0 C� 0 0 LP-11 qWITCH'B' FOR GREEN LETTERS USE #PGB (UNIVERSAL) VIA 0 OR B I FREEZ B IF THE ABOVE EXIT SIGNS DO NOT COMPLY WITH LOCAL CODES USE. ER _,i_ i -1 �1 ____ i � �,) , I r Tr SUPFORT -T LED SIGN WITH BATTERY BACKUP, LETTER SIZE, COLOR, TYPE AND DIRECTIONAL ARROWS AS REQUIRED BY THE LOCAL AUTHORITIES. C C A A VIA SWITC T 12 37 GENERAL LIGHTING NOIE5: D' -29 LP A. ---------- ------- VIA7SWTCH 'A� ell' 1. EC SHALL FIELD VERIFY THAT ALL LIGHT FIXTURES SHOWN j ON THIS PLAN DO NOT OBSTRUCT OR CONFLICT WITH THE AA_ SWITCH 'G' -B, Z, FREI=ARATION WORK OF OTHER TRADES. IF A DISCREPANCY IS FOUND, B L THE EC SHALL IMMEDIATELY NOTIFY THE GC BEFORE THE THE INSTALLATION OF SUCH FIXTURE(S). z ->INING 2. IF PC-POS CASH REGISTER SYSTEM IS INSTALLED, A A All Al r X r__ 2 RELOCATE FIXTURES ABOVE FRONT COUNTER TO AVOID GLARE 4ON THE CASH REGISTER SCREENS. INSTALL CABLE WHIP TO CLOSET! A (TYPICAL) I FIXTURES SO THAT FIXTURE CAN BE RELOCATED FOUR 71qj: LIGHTING CONTROL PANEL FEET WITHOUT DISCONNECTING CABLE WHIP. < L-7- ......... LP-6 FPANEL 'LP' LP-41 A E3 B H 3. THE USE OF "MC" CABLE WHERE PERMITTED BY VIk LOCAL CODES WILL BE ALLOWED FOR ALL WIRING TO LI THE LIGHT FIXTURES. "ROMEX" & "BX" ARE NOT ACCEPTABLE. m A�GER18 I - — — — � L AfREA I 17__1 I �- 1 1 � I ! i c;u A 7- 6TOMER 6ERVICE 4. EC TO VERIFY THAT NOT MORE THAN 5% VOLTAGE DROP EXISTS FROM LIGHTING PANEL TO ANY EXTERIOR LIGHTING FIXTURE OR K SIGNAGE BALLAST. 12 UP TO PHOTOCELL ON ROOF. SEE SHEET E5 L 5, LIGHTING FIXTURES AND LAMPS HAVE BEEN CHOSEN TO A ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE MAINTAINING K ADEQUATE LEVELS OF ILLUMINATION. LAMP SPECIFICATIONS MUST BE STRICTLY FOLLOWED. ANY DEVIATION FROM LAMP 16 W ROOM A A A 1 A ITCH 'C' ti_4 I SPECIFICATIONS MUST BE APPROVED IN WRITING BY P. �7 A- McDONALD'S CORPORATION. A 7 A J A SIGN6QE LIQIES: T 7 T ------ 2-1 B 1 11 N 1. McDONALD'S FASCIA SIGN: L (1) 20 AMP 120 VOLT CIRCUIT TO LP-6 _j _Lj LP-35 KITCHEN 2. McDONALD'S ROAD SIGN: VIA SWITCH 'E A (1) 30 AMP 120/208 VOLT, 1 PHASE CIRCUIT #8 WIRE FROM 7 L F 0_5� r F-1 (TYP.) LP-40.42 TO ALL SIGNS EXCEPT EXPANDED CABINET. FOR A A 1 A A A A B 90-200 EXPANDED CABINET, (1) 60 AMP 120/208 VOLT 1 PHASE CIRCUIT #6 WIRE. (INCREASE WIRE SIZE AND CONDUIT T SIZE AS RECOMMENDED BY SIGN MANUFACTURER TO SATISFY FRE6ENTER i I GENERAL LIGHTING NOTE NO. 4). 0�DER ARCH LIGHTING r, 7_ --1-2 �3. (1) 20 AMP 208 VOLT CIRCUIT, ELECTRICAL CONTRACTOR TO WIRE 2#12 TO 50OW QUARTZ 208 VOLT FLAG FLOODLIGHT (LP-2,4) 0 0 0 0 0 'J 4. (1) 20 AMP 120 VOLT CIRCUIT TO D.C.O. IN ROAD SIGN BASE a IF REQUIRED (LP-14). LP-1 LTGHTING 12 -- ------ DRAWING NOTES: LP-12 INSTALL ALL SOFFIT LIGHT FIXTURES AWAY FROM BUILDING WALL. LOCATE FIXTURES TO AVOID INTERFERENCE WITH STRUCTURAL MEMBERS ABOVE SOFFIT. CONNECT ALL EXIT SIGNS, EMERGENCY LIGHTS AND NIGHT LIGHTS TO UNSWITCHED LEG OF LOCAL LIGHTING CIRCUIT INDICATED. EC SHALL VERIFY ALL REQUIREMENTS AND LOCATIONS WITH LOCAL AUTHORITIES. INCLUDE ALL COSTS IN BASE BID. PROVIDE A WEATHERPROOF JUNCTION BOX IN PARAPET FOR FASCIA SIGN. FINAL CONNECTION BY OTHERS. FIXTURES SHOWN HALF-SHADED SHALL SWTCH 'A' SIMTCH 'S' SWTOi 'C' SWIT0i 'l)" BE CONNECTED TO UNSWITCHED LEG OF EC SHALL COORDINATE LOCATION OF ALL EXTERIOR LIGHTS WITH LOCAL LIGHTING CIRCUIT FOR USE AS McDONALD'S PROJECT MANAGER TO AVOID INTERFERENCE WITH NIGHT LIGHT. ANY CORBELS, TRUSSES, BEAMS OR OTHER SPECIAL EXTERIOR TREATMENTS. INSTALL LIGHT FIXTURES WITH CORRECT LIGHTING FIXTURE SCHEDULE 48" TO ORIENTATION PER MANUFACTURER'S INSTRUCTIONS. TOP SMTCH 'E' RATCH Y SWTCH ,(r SYMBOL TYPE DESCRIPTION MANUFACTURES CAT. NO. VOLTAGE LANAPS MOUNTING SYMBOL TYPE DESCRIPTION MANUFACTURES CAT. NO. VOLTAGE LAMPS MOUNTING FLUSH MOUNTED JUNCTION BOX IN TOWER FOR GOLDEN ARCHES 2x4, 4-LAMP FLUORESCENT SEE LIGHTING FIXTURE SCHEDULE NOTE NO. 1 (4) F32T8 CEILING RECESSED COMPACT FLUORESCENT LITHONIA NO. AF2/IBDTT6AR-GEB (1) law CEILING RECESSED. SIGN, A LAY-IN FIXTURE W/PRISMATIC 120 41 00"K 0 G DOWNLIGHT WITH CLEAR 120 DTT ACRYLIC LENS ALZAK REFLECTOR 41 OO'K REFER TO LED LIGHTING SPECIFICATIONS ON THIS SHEET. REFER I I I TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. SAME AS FIXTURE 'A' SEE LIGHTING FIXTURE SCHEDULE NOTE NO. 1 (4) F32T8 CEILING RECESSED PORCELIN INCANDESCENT PASS & SEYMOUR NO. 44 OR EQUAL (1) A19 CEILING SURFACE A 1 EXCEPT WITH BATTERY BACK UP 120 41 00"K H SOCKET W/WIRE GUARD 120 40W LEQ .L1__dIIIAQ 5EEQIE1Q6IIQbSL MICHAEL WomgR P.E. 49 1. E.C. SHALL COORDINATE EXACT INFEED LOCATIONS FOR ALL LED No . I e� 14 2x4, 3-LAMP FLUORESCENT SEE LIGHTING FIXTURE SCHEDULE NOTE NO. 1 (3) F'32T8 CEILING RECESSED METAL HALIDE SOFFIT LIGHT SECURITY LIGHTING NO. 852-10OMH-FTP-120 (1) 1 DOW RECESSED IN SOFFIT LIGHTING IN FIELD PER MANUFACTURERS INSTALLATION INSTRUCTIONS. TITLEi 4114 SO's BLD6 E3 LAY-IN FIXTURE W/PRISMATIC 120 41 00"K Z j W/TEMPERED GLASS LENS (VERTICAL LAMP) 120 METAL SWITCH BANK DETAIL 455 ATLANTIC BLVD ACRYLIC LENS HALIDE SCALE: NTS 2. E.C. SHALL PROVIDE THE REQUIRED NUMBER OF POWER SUPPLIES. JACKSONVILLE, FLORIDA SAME AS FIXTURE '8' SEE LIGHTING FIXTURE SCHEDULE NOTE NO. 1 (3).F:32T8 CEILING RECESSED METAL HALIDE WALL SCONCE SECURITY LIGHTING NO. WB-2000-IOOMH (1) IOOW WALL SURFACE POWER SUPPLY HAS TWO TERMINALS AND EACH TERMINAL CAN 15T/5ITE#OOq_O272 B 1 EXCEPT WITH BATTERY BACK UP 120 41 00"K K W/TEMPERED CLASS LENS SEE LIGHTING FIXTURE SCHEDULE NOTE NO. 2 120 METAL SUPPLY 39 FEET OF LED LIGHTING. E.C. SHALL VERIFY EXACT Ill HALIDE REQUIREMENTS IN THE FIELD. 2x4, 4-LAMP FLUORESCENT SEE LIGHTING FIXTURE SCHEDULE NOTE NO. 1 (4) F32T8 CEILING RECESSED EXIT SIGN WITH BATTERY SEE LIGHTING FIXTURE SCHEDULE NOTE NO. 3 WI TH CEILING SURFACE 3, E.C. SHALL PROVIDE LOCAL IN-SIGHT WEATHERPROOF DISCONNECT DATE c FLANGE FIXTURE. W/PRISMATIC 120 41 00"K L BACK-UP 120 UNIT AT EACH POWER SUPPLY. 1592 06-2"2 ACRYLIC LENS ORDER INDOOR, OUTDOOR, EMERGENCY AND PLAYPLACE LIGHT FIXTURES FROM: 4. E.C. SHALL PROVIDE ALL WIRING, CONDUIT, DISCONNECTS, TERMINATIONS, — Ix4, 2-LAMP FLUORESCENT SEE LIGHTING FIXTURE SCHEDULE NOTE NO. 1 (2) F:32T8 CEILING RECESSED EMERGENCY BATTERY PACK LITHONIA NO. ELM-2 WITH WALL SURFACE WEATHERPROOF ENCLOSURES, FITTING, ETC. FOR A COMPLETE AND E FLANGE FIXTURE W/PRISMATIC 120 41 00"K m OR 120 UNIT (VERIFY HEIGHT MR. STEVE FRIEDMAN FULLY OPERATIONAL CODE COMPLIANT SYSTEM. ACRYLIC LENS LITHONIA NO. 6ELM-2P WHEN CONNECTED TO W/ARCHITECT) SECURITY LIGHTING SYSTEMS, INC. SHEET No REMOTE HEAD (A HUBBELL LIGHTING COMPANY) EMERGENCY REMOTE HEAD SECURITY LIGHTING WI TH SURFACE TO WALL 1085 JOHNSON DRIVE N A6H6-A/MPWP1 120 UNIT OR SOFFIT BUFFALO GROVE, IL. 60089 (FOR SINGLE GANG JUNCTION BOX) (VERIFY HEIGHT 1-800-544-4848 FAX 847-279-0642 W/ARCHITECT) 4707 W. Candy Blvd, Suite 9 PERAMID Tampaflorida 33611 E 3 .(8�3)832-6619 Faz (813)832-6521 ENGINEERING k- AIA-0003276 COMSULTIKO INCUIRRS ocoFmafff HARTLSY+PURDY ARCHUICCWHIL INC, --C-rF,7— -,7rl , C 11k Lj "a 1, ALL FJGHW USSUVED MW DUCT SMOKE DETECTOS OPERATIQ& R�EE D EXHAUST ,V FAN 1. DUCT DETECTOR ACTIVITION SHALL SHUT DOWN DPDT ON/OFF SWITCH r---------------------------------------------------------------------------I THE AIR DISTRIBUTION SYSTEM COMPLIANT NTH (MOUNT ON EXHAUST LOW VOLTAGE WIRING TERMINAL STRIP IN "Y0EK"_ HVAC UNIT NFPA 90A 4-4.3. FAN & WIRED BY %� MANUFACTURER) I TB2 LOCATED IN Q) I ECONOMIZER SECTION 2. DUCT DETECTOR ACTIVATION SHALL ACTIVATE 208V 0 1 RED RED 130/R PRI 230V A VISIBLE AND AUDIBLE SUPERVISORY SIGNAL M F COMPLIANT WITH NFPA 90A 4-4,4.2. 201/R 218/8R _ I BLK 0— BLK TB2 TB2 T 3. A. DUCT DETECTOR TROUBLE CONDITION SHALL H I INTERNAL 225/R ce 020/Y 024/Y 027/Y 213/BR 115/l/60 — CONTROL 1-%r ACTIVATE A VISIBLE OR AUDIBLE SIGNAL COMPLIANT 20 AMP TERMINAL BLOCK CIRCUIT SEC 24V WHT ON/OFF 3.0 AMP WITH NFPA 4-4.4.3. "W - 75 VA ID BLK IN CHASE JUNCTION y TO TERMINAL?:L BOX. 19 & 20 ON BLKL I SMOKE DETECTOR TO TERMINALS #1&2 NO1 I Xg I SMOKE DETECTOR BEMOTE 6LARM- INUALLATIONO C M 0— R E'F� --------LR E D C z FRYERS L---------------------------------------------------------------------------J �BLU LUr c 0 1. CLEARLY LABEL TO INDICATE BOTH FUNCTION (8- U r w > (IN—DUCT SMOKE DETECTOR ALARM) AND AIR N fWHT C CWHT 0 0 01 en AUXILIARY SWITCH FOR 5—WRE CONTROL HANDLING UNIT ASSOCIATED WITH EACH SMOKE ALARMED CIRCUIT IF CO 0 (G�N CORD W/PLUG 0 0 00 AVAILABLE POWER INPUTS DETECTOR. COMPLY WTH NFPA 72 ARTICLE REQUIRED. 0 (TYPICAL) 0 5-10.6.8, M309-4.1 EX.2 AND ALL LOCAL CODES, k FROM 24VAC 1 2 1 1 N < 0 IN HVAC UNIT 2. PLACE REMOTE ALARMS IN A READILY ACCESSIBLE BLU WHTJ GRN 0 24V 120 DPDT ANSUL SWITCHES 01% 0 tn VAC LOCATION APPROVED BY THE AUTHORITY HAVING (MOUNTED & WIRED IN r (RED BLK 22V240 0 0 0 240 AC Wo 00 VAC TO "T82" ON TERMINAL JURISTICATION. CHASEBY KES) (h a 15 16 17 18 19 20 IN HVAC UNIT CQMEONENI REQUIREMEUM Y Y 0 C. BLK 0 5/R VNC C. N.0 0 C. N.C (1) DH400ACDC DUCT SMOKE DETECTOR BLK z I G1 1 0 DUCT SMOKE 1 MODEL PA40OR (RED) PULSED SOUNDER 1. ALL MOTORS TO BE INTERNALLY z X 0 DETECTOR ACTIVATE 8 1 MODEL PS24LOR (RED) ADD—ON STROBE THERMALLY PROTECTED. 0 0 PS24LOR/PA40OR &—a-, 1 MODEL PS12/24SLENSW (WALL) OR 2. FULL LOAD RATING OF EACH MOTOR w + N.O. PS12/24SLENSC (CEILING) LENS NOT TO EXCEED 6 AMPERES. WHT + 0 0 ALARM SIGNAL �1� MODEL APA451 REMOTE ANNUNCIATOR I - ORN 0 1 MODEL A2143-10 RESISTOR 3. MOTOR NOT TO BE OVER 1 HP. 6 POWER 5—WIRE RECEPTACLE 5—WIIRE PLUG DUCT SMOKE DETECTOR AUX. NEMA #L21-2OR NEMA #L21-20P W ACTIVATION WILL CAUSE AUX. POWER QPTION: (TYPICAL 2 SHOWN) (TYPICAL 1 SHOWN) BOTH VISUAL AND AUDIBLE SIGNALS, 10 (1) MODEL RTS451 REMOTE TEST STATION. TO ADD u N REMOTE TEST STATION, CONSULT WITH SYSTEM INTERLOCK FOR VAT FRYERS DUCT SMOKE c�N)�ms SENSOR (800)736-7672 EXT, 2 _p I r) %C./— - m DETECTOR TROUBLE APA451 SYSTEM SENSOR 3: POWER ON — OK : I MODEL DH400ACDC GREEN LED TURN ON 0__ DUCT DETECTOR SEE SHEET MI FOR DUCT DETECTOR TROUBLE: 2 SMOKE DETECTOR, LOCATIONS. RED LED TURN ON TWO SPEED AUDIBLE ALARM 3 EXHAUST FAN A2143-10 47K,l/2W N 0 OA DAMPER DUCT SMOKE DETECTOR WIRING DIAGRAM, (WIRING SHOWN FOR STAND ALONE SYSTEM ONLY CONSULT SYSTEM SENSOR FOR WRING TO FIRE CONTROL HVAC UNIT DETECTION PANEL AT (500)736-7672 EXT. 2) - YORK 7 8 9 0 NI IN1 2 3-14 6 LENNOX INTERLOCK FOR UNIT UNIT 15-2 J3-0 I M wT TP-7: H F CLAMSHELL GRILLS F07 TYPICAL YORK HVAC UNIT JUNCTION BOX SHIELDED CABLE JUNCTION BOX ABOWE CEILING BELDEN No. 8760 CABLE OR 5 TH RU 15 TO AP-1: 4 EQUIVELANT. SEE SPEC BELOW, ORDS (8* ELECTRICAL CONTRACTOR) ABOVE CEILING YELLOW SO C AM) 'N BY EXH. FAN MFG. TON UNITS 2 (TYP. 2 FOR 6' CL 5-WIRE JU�FC-IiON 80X CORD CAP JUMPER RC—RH CONDUCTOR IN CHASE NEMA#L21-20P R Al G Yl Y2 wl W2 A2 CABLES IN FIELD INSTALLED CABLE �l I 3/4" CONDUIT BY EC. TYPICAL t oz ALL THERMOSTATS _j ckf co of �3: m m 0 m m wE z CONTROL 1�1 I-- 5-WIRE cr CORD W/ jl� 12'P 13'P I N 2P 3P N PLUG I'_P I i I I < )R LL 3( NOTE: m R M EMOVE JUMPER j m m m m J,3 (Al%2) �:G ANSUL SWITCH LOCATED T 6T IN CHASE 0� z _j cr_ _j u ly- co 0 m P N, NO GREY CABLE 0 T I NC I W/ 9 #1 8'S 1 0 1 0 1 01 0 1 01 01 01 EEO 1 0 .1 0 1 L-0 T �z fHVAC SY STRIP AS SHOWN I % % SUPPLIER, I — FURNISHED BY ANSUL PRESSURE SWITCH FACTORY WIRED TO TERMINAL STEM Al A2 G X Wl W2 Yl Y2 RC RH T T INSTALLED REMOTE SENSORS AUXILIARY GUTTER BEHIND CLAM GRILLS BY EC T7300 THERMOSTAT T7047G1 000 L _ _ OPEN-COOKING CLOSED-STANDBY OR OFF 2 CONDUCTOR T7300 THERMOSTAT WITH AVERAGING CLAM SHELL ------ CABLE FAC CONTROL CONNECTOR AT BACK WIRED TO OF APPLIANCE (TYPICAL) CONTROL REMOTE SENSORS WIRING DIAGRAM WITHIN �_JUNCTION BOX APPLIANCEJ ABOVE CEILING NO SCALE r %R 0 0 PEN-COOKING 9 CONDUCTOR NOTES : E3-1 CLOSED-STANDBY OR OFF COOKING APPLIANCE CABLE AND 2 CONDUCTOR CABLE HVAC SYSTEM SUPPLIER SHALL PROVIDE: ELECTRICAL CONTRACTOR SHALL: CLAM SHELL IN 3/4" CONDUIT 1. HONEYWELL T730OC1001 THERMOSTATS 1. INSTALL LOW VOLTAGE CABLES \\�LE.C, SHALL PROMDE SUFFICIENT SLACK TO JUMPER RC—RH ALLOW CLAM GRILLS TO BE PULLED OUT AND FFIELD INSTALLED 2. HONEYWELL Q730OA1018 SUB—BASES 2. SUPPLY AND INSTALL ALL CONDUIT TO REACH CONTROL CONNECTION ON BACK WHAEL WOMACK P.E. 49 BY EC. TYPICAL ALL THERMOSTATS 3. HONEYWELL T7047G1000 & T7047CIO25 3. ASSEMBLE AND INSTALL T730OC1001 NoJe� 14 REMOTE SENSORS. THERMOSTAT, Q730OA1018 SUB BASE EXHAUST FAN AND COOKING EQUIPMENT TITLEi 4714 SO's BLDC7 455 AlLMTI(, BLVD 4. ALL LOW VOLTAGE CABLES INDICATED ON THIS SHEET. 4. MOUNT T7047 REMOTE SENSORS INTERLOCK WIRING DIAGRAMS JACK50WILLE, FLORIDA ON WOOD BASE AND INSTALL. ST/SITE#OM-0212 5. WOOD BASE & 9V ALKALINE BATTERY FOR EACH SEQUENCE OF OPERATION: THERMOSTAT. 5. MAKE ALL FINAL CONNECTIONS 1. TURNING "ON" ANY ONE PIECE OF COOKING EQUIPMENT SHIELDED CABLE 5PECIFICATIOUt USE, FOR UNIVERSAL HOOD y UNDER A HOOD WILL ALSO TURN ON THE EXHAUST FAN 18 AWG. 2 CONDUCTOR SHIELDED CABLE WITH PVC JACKET. WITH 1 OR 2 APPLIANCES AND _j STRANDED TINNED COPPER CONDUCTORS, ALUMINUM POLYESTER SINGLE EXHAUST m co m 6. ELECTRIC DISCONNECT SWITCH ON ROOF FOR THAT HOOD. SHIELD WITH 100% COVERAGE ON THE SHIELDED PAIR, AND DA7E '--, , z ___l y z -7) T 2. TURNING "OFF" THE LAST PIECE OF COOKING EQUIPMENT t 0 cy- z _j ct� _j TOP UNITS, FACTORY MOUNTED AND WIRED. NTH A 20 AWG TININED COPPER DRAIN WIRE. INTERLOCK DIAGRAM #1 IsaE 06-26-02 w - UNDER A HOOD WILL ALSO TURN OFF THE EXHAUST FAN cr 0 m 0 m NOTE: FOR THAT HOOD. 115V SINGLE PHASE. L_/7� SOME THERMOSTATS MUST HAVE AVERAGING REMOTE 3. IF THE ANSUL SYSTEM SHOULD DISCHARGE WHILE THE EXHAUST FAN ONLY AND (2) 101 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 W T COOKING EQUIPMENT AND EXHAUST FAN ARE OPERATING, COOKING APPLIANCES (MAX.) SENSORS CONNECTED TO THEM IN SERIES AS -SHOWN. THE COOKING EQUIPMENT WILL BE SHUT OFF, BUT THE SINGLE CIRCUIT BREAKER SEE SHEET Ml FOR THOSE LOCAT`IONS WHERE EXHAUST FAN WILL CONTINUE TO RUN. SHEE7NO Al A2 G X Wl W2 Yl Y2 RC RH T T AVERAGING REMOTE SENSORS ARE REQUIRED. 4. THE ANSUL SYSTEM MUST BE RECHARGED AND RESET BEFORE THE COOKING EQUIPMENT WILL AGAIN BE ABLE TO OPERATE. REMOTE 5. THE ON/OFF SWITCH ON THE EXHAUST FAN IS NORMALLY KEPT IN THE "W' POSITION. IF IT IS TURNED OFF FOR 4707 K. G4ndy Bltd, Suite 9 SERVICE, THE COOKING EQUIPMENT WILL ALSO TURN OFF SENSOR AND NW BE ABLE TO OPERATE TILL THE EXHAUST FAN ON/OFF PYR"ID Tarapa, F6" ' 33611 E4 T7300 THERMOSTAT SWITCH IS AGAIN TURNED ON. ENGIMERING F-L (813)832-6619 Pax (813)832-6521 T70471C1025 AA-0003276 HARTM+PUMY ARCHMOTUR9,INC. 0 0 WIRE BEACON UNIT TO 0 PANEL BOARD. SEE TAG #174.OlEl ON SHT. E2, USE SEALTITE FOR FINAL CONNECTION TO MAC UNIT. SEE ROOF PLAN NOTE 1. 0 tn 0 WP/GFI WP/GFI! < ilh LP-21 LP-21 lz J 00 1/2" CONDUIT WITH 2 # 12'S Lm FOR ICE MACHINE & BEV. BAR ICE MAKER. -——-----------�::7 1/2" SEALTITE TO MAC UNIT, INSTALL TWO 8 CONDUCTOR j LOW VOLTAGE CLASS 11 CABLES + IRS. R I U=4 FROM MAC UNIT TO EVAPORATO T-7 SEE ROOF PLAN NOTE 1, T 7-r- "C 4 #12, 1 #12 E.G. 1/2"C FOR 2 #12, 1 #12 E.G. 1/2 \ILL POWER TO FREEZER & COOLER TO AP2-9. SEE NOTE 4 EVAPORATORS. USE SEALTITE FOR FINAL CONNECTION TO MAC UNIT. SEE ROOF PLAN RTU- z NOTE 1. 0 A'- z� Z_ RTU- CONTROL WIRING —PHOTOCELL ON ROOF. ENTRY (TYPICAL SEE NOTE 7. -16 SEE SHEET E3 FOR .LP _�j POWER WIRING ENTRY (TYPICAL) SEE DETAIL BELOW. REFER TO NOTE 6 BELOW, JUNCTION BOX ON INSIDE ELECTRICAL DISC' ONNECT SWITCH OF FACE OF PARAPET MOUNTE FURNISHED WITH UNIT (TYPICAL) 6" BELOW TOP WITH PHOTOCELL FURNISHED AND INSTALLED 4 #12, 1 #12 E.G. 1/2ppC. BY EC TO J-BOX ABOVE CEILING. TO LIGHT FIXTURE REFER TO SHEET E4 il 1 ' � 17 OVER DOOR I FOR ADDITIONAL 'TIT ! INFORMATION (TYPICAL) 7 LP-21 LP-21 WP/GFI WP/GFI (p 10 , 3 #12, 1 #12 E.G. 1/2"C. TO LIGHT J-BOX ON INSIDE FACE OF PARAPET MOUNTED 6" BELOW TOP OF PARAPET OPT. LIGHTING CONTROL PANEL (PHOTOCELL FURNISHED BY OTHERS ... ....... INSTALLED BY EC.) ROOF PLAN ELECTRICAL. SCALE: 1/4"=l'-O" ROOL ELAN UODES: MECHANICAL EQUIPMENT ELECTRICAL SCHEDULE (7 1-- 1. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A WATERTIGHT J-BOX AND NECESSAAY WIRING TO HOOKUP COMPLETE REMOTE CONDENSING UNIT. VOLT/ CONDUCTORS/ DISCONNECT REMARKS MICHAEL WOMACK P.E. T04Z 2. ALL J-BOXES AND RECEPTACLES SHOWN ON THIS PLAN SHALL BE WATERPROOF. MARK LOAD PHASE CIRCUIT CONDUIT No - 1 ,�� 14 RTU-1 31.7 K VA 208/3 MDP-11 3,NO. 1 & 1 NO, 6 E.G. - 1 1/2" C. FURNISHED WITH UNIT SEE NOTE NO. 1 TITLEt 4114 50's BLD& 3. ALL GAS AND ELECTRICAL HVAC UNITS ARE FURNISHED WITH A DISCONNECT RTU-2 31.7 KVA 208/3 MDP-13 3 NO. 1 & 1 NO. 6 E.G. - 1 1/2" C. FURNISHED WITH UNIT SEE NOrE NO. 1 455 ATLANTIC BLVD SWITCH. ELECTRICAL CONTRACTOR SHALL WIRE 3 PHASE TO MAIN LUGS. RTU-3 20.9 KVA 208/3 MDP-16 3 NO. 4 & I NO. 8 EmG. - 1 1/4" C. FURNISHED WITH UNIT SEE N07E NO. 1 JACKSONVILLE,FLORIDA ST/51TE#OOq_Oz2 4. WEATHERPROOF DISCONNECT SWITCH AND J-BOX PROVIDED BY FAN MANUFACTURER, RTU-4 29.4 KVA 208/3 MDP-14 3 NO. 2 & 1 NO. 6 E.G. - 1 1/4" C. FURNISHED WITH UNIT SEE NOTE NO. 1 FACTORY WIRED AND MOUNTED TO FAN BASE EXTENSION, CONNE-CTION SHALL BE MADE ON INSIDE OF CURB TO ELIMINATE CONDUIT PENETRATION OF ROOFING. 5, DISCONNECT SWITCH AND J-BOX PROVIDED AND MOUNTED INSIDE MOTOR EF-1 1/2 HP 120/1 AP2-411 2 NO. 12 & 1 NO. 12 E.G. - 1/2" C. FURNISHED WITH UNIT SEE DIAGRAM ON SHEET E4 DATE 159R Ob-26-02 COMPARTMENT BY MANUFACTURER. ELECTRICAL CONTRACTOR SHALL STUB-UP EF-2 3/4 HP 120/1 AP2-37 2 NO.- 12 & 1 NO. 12 E.G. - 1/2" C. FURNISHED WITH UNIT SEE DIAGRAM ON SHEET E4 THRU RACEWAY IN CURB AND FAN TO E.LIMINATE CONDUIT PENETRATION OF EF-3 1/2 HP 120/1 AP2-39 2 NO. 12 & 1 NO. 12 E.G. - 1/200 C. FURNISHED WITH UNIT SEE DIAGRAM ON SHEET E4 ROOFING. 6. INSTALL THREADED, CONDUIT GROUNDING BUSHING TO POWER CONDUIT STUB-UP EF-4 1/4 HP 120/1 AP2-9 2 NO. 12 & 1 NO. 12 E.G. - 1/2" C. FURNISHED WITH UNIT INTERLOCK WITH RTU-3 SHEET No AND BOND TO BOTTOM PANEL OF HVAC UNIT WITH NO. 6 GROUNDING CONDUCTOR AND COPPER .LUG CONNECTOR. WH_-1 24'KW 208/3 MDP-12 3 NO. 3 & 1 NO. 8 E.G. - 1 1/4" C. BREAKER IN PANEL 7. PROVIDE 3/4" CONDUIT FOR CONTROL WIRING TO JUNCTION BOX AE36YE CEILING. UdEDULE NQIES: 4707 W. Candy Blvd., Suite 9 GREY CABLE FURNISHED BY HVAC SUPPLIER. SEE SHEET E4 WIRING DIAGRAM. 1. PROVIDE �MOKE DUCT DETECTORS IN SUPPL� AND RETURN DUCTS. SEE SHEET PYRAMID rapa, Florlda 33611 E5 E4 WIRING DIAGRAM. PROVIDE.WITH AUDIBLE AND TROUBLE INDICAT6RS LOCATED -6521 EAVINEERING (813)892-6619 Fax (813)832 IN A CONSISTENTLY ATTENDED LOCATION PER NFPA 90A. AA-0003276 comsulrlNo�, INEIRS COVMOHT JW %_ .... 1., m! - HARTLIMMIWYARCHITIMURS.INC. ALL JUGHTS RZORRVED MW IF 77 A 40 - POWER RISER NOTES.. 0 (DSEE BUILDING GROUNDING DETAIL ON SHEET E-8. (�D TVSS UNIT. SEE POWER RISER GENERAL NOTE 7. 9 4 NO. 4/0 AND 1 NO. 4 E.G. 2 1/2"C. CENTER 4 NO. 2/0 AND 1 NO. 6 E.G. 2"C. PANEL PANEL PANEL ISLAND 0 MDP AP1 LP PANEL 4 NO. 4/0. 1tNO. 4 I.G. AND 1 NO. 4 E.G. - 2 1/2"C. 0 �D 2 PARALLEL RUNS OF 4 - 500MCM - 3 1/2"C. CT __w CABINET UNDERGROUND SERVICE ENTRANCE FROM TRANSFORMER. 0 8 Eo LIGHTNING ARRESTOR. METER/CT CABINET. VERIFY LOCATION AND ALL c- REQUIREMENTS IN THE FIELD. 800A PANEL �5 2 NO, 12 AND 1 NO. 12 E-G, - 1/21'C, MCB AP2 W/1 20V 0 4 NO, 1/0 AND 1 NO. 6 E.G. - 2"C. SHUNT TRIP 9 SHUNT-TRIP PUSHBUTTON. INSTALL IN FIRE DEPARTMENT APPROVED LOCKABLE KNOX BOX. 5 1/2" CONCRETE CURB LM 800A. MAIN CIRCUIT BREAKER >k PANEL MDP CIRCUIT BREAKER TYPE 120 208 V., 3 PH., 4 W. W/ 120 VOLT SHUNT TRIP SEE ARCHITECTURAL PLANS FOR RE-BAR SURFACE MTD. - NEMA I GROUNDING & BONDING POINT LOCATION FOR OTHER EQUIPMENT PER NEC 250. POWER R15ER GENER6L NOTES: CKT.1 NO. OF TRIP VOLT LOAD CKT.1 NO. OF TRIP VOLT 1. THE GROUNDING ELECTRODE SYSTEM SHALL CONSIST OF BONDING TOGETHER NO. POLES AMPS AMPS No. POLES AMPS AMPS LOAD (IF AVAILABLE ON PREMISES) THE METAL UNDERGROUND WATER PIPE, lot CONCRETE ENCASED ELECTRODE, GROUND RING, AND ANY ROD AND/OR PIPE 0 1 1 3 60 4700 3 VAT FRYER 2 1 3 50 4500 BEACON UNIT (MAC) POWER RISER DIAGRAM ELECTRODES IN COMPLIANCE NTH NEC ARTICLE 250. AS A MINIMUM, M 4700 1 OF 3 4500 THE GROUNDING ELECTRODE SYSTEM SHALL CONSIST OF BONDING TOGETHER z NO SCALE THE METAL UNDERGROUND WATER PIPE AND A DRIVEN ELECTRODE IN THE 4700 4500 VICINITY OF THE SERVICE DISCONNECT. 3 1 3 60 4700 3 VAT FRYER 4 3 50 3400 ELECTRIC CLAM GRILL 0 4700 2 OF 3 3400 2� THE EC SHALL OBTAIN AVAILABLE SHORT CIRCUIT CURRENT FROM THE CIRCUIT BREAKER TYPE 120 208 V.. 3 PH., 4 W. 225A. MAJN LUGS ONLY LOCAL UTILITY COMPANY. THE EC SHALL ADVISE McDONALD'S CORPORATION, 14700 1 13400 PANEL AP1 CENTER ISLAND CIRCUIT BREAKER TYPE IN WRITING, THE AVAILABLE AMOUNT OF FAULT CURRENT. 5 3 60 14700 3 VAT FRYER 6 1 3 50 13400 ELECTRIC CLAM GRILL SURFACE MTD. - NEMA 1 120 / 208 V., 3 PH., 4 W, PANEL 150A. MAIN LUGS ONLY 3. THE EC SHALL VERIFY EXACT METHODS AND REQUIRMENTS FOR ELECTRICAL 4700 1 OF 3 3400 CKT.1 NO. OF TRIP VOLT LOAD CKT. NO. OF TRIP VOLT LOAD SERVICE WITH LOCAL UTILITY COMPANY. CURRENT TRANSFORMERS ARE TO BE 4700 3400 NO, POLES AMPS AMPS NO. POLES AMPS AMPS CKT. NO, OF TRIP VOLT INSTALLED OUTSIDE RESTAURANT, LOCATE INSIDE ONLY IF REQUIRED BY 7 3 60 4700 3 VAT FRYER 8 3 50 3400 ELECTR.IC CLAM GRILL I 1 20 SPARE 2 1 20 1800 ABS PRE-COOLER NO. POLES AMPS AMPS LOAD UTILITY COMPANY OR LOCAL AUTHORITITES, 14700 2 OF 3 1 1 13400 3 1 20 600 SODA/ICE DISPENSER 4 1 20 900 1 BULK OIL 1 1 20 - SPARE 4. PANELBOARD SUPPLIER:(PURCHASED BY MCDONALD'S) 14700 3400 5 1 20 SPARE 6 1 20 1 SPARE 2 1 20 200 COFFEE WARMER SIEMENS ENERGY AND AUTOMATION, INC. 00 7 1 20 SPARE 8 1 20 800 COFFEE SERVER DOCKING 3 1 20 1700 HOT CHOCOLATE 32940 ALVARADO NILES RD. - SUITE 400 9 3 60 1 4700 3 VAT FRYER 10 3 50 3400 ELECTRIC CLAM GRILL UNION CITY CALIFORNIA 94587 9 2 20 2000 Q-ING OVEN 10 1 20 SPARE 4 1 20 - SPARE 1-800-624-3274, DOUG ASKOV. 14700 3 OF 3 3400 4700 3400 11 2000 12 1 20 SPARE 5 1 20 1100 EXTRA DUPLEX 5. ALL WIRING SHALL BE COPPER. PANELBOARDS SHALL HAVE COPPER BUSSING. 11 3 125 10600 RTU-1 12 3 90 .8000 24 KW WATER HEATER 13 1 20 700 MCFLURRY - BLENDER 14 1 20 1200 - CREW ROOM/TRAINING 6 1 20 - SPARE 6. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANY FOR EXACT LOCATION 10600 8000 15 2 30 2100 VERTICAL CONTACT TOASTER 16 1 20 1100 FOOD PREP TABLE 7 1 20 300 UHC TABLE OF TRANSFORMER. PROVIDE TRANSFORMER CONCRETE PAD IF TRANSFORMER 17 21001 18 1 20 1900 FRY BAGGING STATION 8 1 20 1200 ORANGE JUICE IS LOCATED ON GRADE AND PRIMARY SERVICE AS PER LOCAL UTILITY REQUIRMENTS 110600 8000 19 2 30 2100 VERTICAL CONTACT TOASTER 20 1 20 800 IIMERS/MEAT FREEZER 9 1 20 1200 ORANGE JUICE FOR MOP. 13 3 125 110600 RTU-2 14 3 110 99.00 RTU-4 21 2100 22 1 20 120O . DOUBLF OVERHEAD FREEZER 10 1 - SPACE 7. TVSS (TRANSIENT VOLTAGE SURGE SUPPRESSION) SUPPLIER: HUBBELL "HBL" SERIES 110600 9900 23 1 20 1000 RECEPTACLE ABV BEVERAGE COUNTER 24 1 20 700 1 PIE DISPLAY 11 1 - SPACE 1-888-838-1933 DEBRA LOTT OR 1-847-913-4866 MANNY PATTERSON 10600 9900 - CAU]]ON: TVSS bdUST BE PROPEELY INSTALLED FOR M6XIMUM PROIECTION11 COMPLY 15 3 30 TVSS UNIT 16 3 80 7000 RTU-3 25 1 20 11000 RECEPTACLE ABV 13EVERACE COUNTER 26 1 20 800 BULK OIL SYSTEM 12 2 30 1800 MUFFIN/BAGEL TOASTER/Q'ING OVEN WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WITH ALL APPLICABLE CODES, 27 1 20 1000 RECEPTACLE ABV BEVERAGE COUNTER 28 1 20 SPARE 13 1800 , MOUNT TVSS AS CLOSE TO THE ELECTRICAL CONNECTION AS POSSIBLE AVOIDING EXCESS 7000 DISTANCE AND SHARP SENDS IN WIRES. PHASE CONDUCTORS TO BE AS STRAIGHT AND 17000 29 1 20 SPARE 130 1 20 SPARE 14 2 20 1600 UNIVERSAL HOLDING CABINET SHORT AS POSSIBLE, TWIST PHASE CONDUCTORS TOGETHER 1/2 TURN FOR EVERY 12 17 3 175 11500 PANEL LP 18 3 225 117900 PANEL AP2 31 1 20 SPARE 32 1 SPACE 15 1600 INCHES OF CONDUCTOR LENGTH. DO NOT COIL OR PUSH ASIDE EXCESS WIRE LENGTH. 11500 117900 33 1 20 SPARE 34 1 SPACE 18 2 20 1600 UNIVERSAL HOLDING CABINET 11500 117900 35 1 20 SPARE 36 1 SPACE 17 1600 . 19 3 1 225 113500 PANEL AP1 20 3 150 120001 CENTER ISLAND PANEL 37 1 . - SPACE . 38 3 45 4200 COMBO SHAKE/SUNDAE MACHINE 18 2 20 1600 UNIVERSAL HOLDING CABINET 1 113,5001 120001 39 1 1 - ISPACE 1 1-4-0 1 4200 19 1600 1135001 120001 41 1 1 - _I SPACE - . 1 1 42 1 142001 20 1 - - SPACE 1 240 ALL BREAKERS SHALL HAVE A MINIMUM OF 10,000 'A.I.C. SYMMETRICAL AT 240 VOLTS 21 1 SPACE ALL BREAKERS SHALL HAVE A MINIMUM OF 65,000 A.I.C. SYMMETRICAL AT VOLTS 22 2 20 1200 HEATING LOADING ZONE 8 BREAKER SHALL SERIES-RATE WITH DOWNSTREAM CIRCUIT BREAKERS FOR MIN. A.1,C. 23 1200 RATING OF 42,000. LQAD SUMMARY LQAQ SUMMARY 24 2 20 1200 HEATED LOADING ZONE NOTE: EQUIPMENT * 50% 196 KVA EQUIPMENT 0 80% 32.4 KVA 25 1200 GENERAL NQIE5; ALL HVAC CIRCUIT BREAKERS SHALL BE HACR TYPE. (PER NEC TABLE 220-36 (PER NEC TABLE 220-36) (90 AMPS) - FOR ALL ELECTRIC KITCHEN) 26 2 20 1900 COFFEE BREWER 1. ALL BREAKERS SHALL BE THE BOLT-ON TYPE. LIGHTING 0 125% 43 KVA 27 1900 2. PROVIDE THREE 3/4" EMPTY CONDUITS FROM PANEL LP UP TO 239 KVA 28 2 20 2000 , VING OVEN THE CEILING SPACE AND CAP FOR FUTURE USE, (663 AMPS) 29 20001 3. ALL CONDUIT SHALL BE 1/2" UNLESS OTHERWISE NOTED. 30 2 20 2000 Q'ING OVEN 31 2000 4. MAIN INCOMING METER / CURRENT TRANSFORMER CABINET, MAIN DISTRIBUTION PANEL MOP, SERVICE CABINET AND SWITCH SHALL BE BRACED FOR THE HIGHEST PANEL LP CIRCUIT BREAKER TYPE 120 208 V., 3 PH., 4 W. 225A. MAIN LUGS ONLY PANEL AP2 CIRCUIT BREAKER TYPE 120 208 V., 3 PH., 4 W. 225A. MAIN LUGS ONLY 32 1 - - SPACE AVAILABLE SHORT CIRCUIT CURRENT BUT NOT LESS THAN NEMA SYMMETRICAL RMS FLUSH MM. NEMA I SURFACE MTD. - NEMA 1 33 1 - SPACE OF 42,000 AMPS, CKT. NO. OF TRIP VOLT LOAD CKT.1 NO. OF TRIP VOLT LOAD CKT. NO. OF TRIP VOLT LOAD CKT. NO. OF TRIP VOLT LOAD 34 1 - SPACE 5. BRANCH BREAKERS OF 2P AND 3P CONFIGURATION SHALL HAVE A COMMON TRIP. NO, POLES AMPS AMPS NO. POLES AMPSIAMPS NO. POLES AMPS AMPS NO. POLES AMPS AMPS 35 1 - SPACE 6. BRANCH BREAKERS IN ALL LP AND AP PANELS SHALL HAVE A NEMA SYMMETRICAL 1 1 20 750 ARCH LIGHTING 2 2 20 1000 FLAG POLE 1 1 20 200 SAFE 2 2 30 2300 MULTIPLEX SYS. (OPTIONAL) 36 1 - SPACE RMS RATING OF 10,000 AMPS. ALL CIRCUIT BREAKERS IN AP AND LP PANELS 3 1 20 750 ARCH LIGHTING 4 1000 3 1 20 1000 WORK-TOP FREEZER 27* WIDE 4 2300 37 1 - SPACE SHALL BE'SERIES RATED WITH THE CIRCUIT BREAKERS IN PANEL MDP SO 5 1 20 SPARE 6 1 20 1200 FASCIA SIGN 5 1 20 1200 BULK OIL SYSTEM 6 1 1 20 11700 BOOSTER PUMP/AIR COMP. 38 1 - THAT ALL CIRCUIT BREAKERS IN ALL PANELS ARE PROTECTED AGAINST THE SPACE MAXIMUM AVAILABLE FAULT CURRENT AT THE MAIN SERVICE DISCONNECT. 7 1, 20 SPARE 8 1 20 1200 MENU BOARD & POP'S 7 1 20 800 BULK OIL SYSTEM a 1 20 2000 HAND DRYER 39 1 - SPACE 7. THE EC SHALL ARRANGE WITH THE ELECTRIC AND TELEPHONE UTILITY 9 1 20 SPARE 10 1 20 SPARE 9 1 20 700 RESTROOM EXHAUST FAN (EF-4) 10 1 20 2000 HAND DRYER 40 1 - SPACE COMPANIES FOR INCOMING SERVICE REQUIRMENTS AND INCLUDE ALL COSTS 11 1 20 1200 DINING AREA 12 1 20 900 SOFFIT LIGHTS; 11 1 20 800 VIDEO MONITOR/FRONT COUNTER POS 12 1 20 1800 MANAGERS OFFICE POS 8 41 1 - SPACE IN BASE BID. 13 1 20 1 SPARE 14 1 20 1000 DCO IN BASE OF ROAD SIGN 13 1 20 400 MANAGER'S OFFICE 14 1 20 1200 COOLER LIGHTING & DOOR HEATER 42 1 - ISPACE 8. THE EC IS RESPONSIBLE FOR THE PROPER IDENTIFICATION AND LABELING OF 15 1 20 SPARE 16 1 20 300 SECURITY LTG../DETEX/DOOR BUZZER 8 15 1 20 1400 CLEAN-IN-PLACE PANEL/WASHER 16 1 20 1200 FREEZER. LIGHTING & DOOR HEATER ALL CIRCUIT BREAKERS. EACH PANEL SHALL BE PROVIDED WITH A TYPEWRITTEN 0 E )4k 17 1 20 SPARE 18 2 20 1200 LOT LIGHTING 40 17 1 20 1400 FRONT COUNTER POS 18 1 20 1600 DRIVE-THRU OS / VIDEO MONITOR 0 ALL BREAKERS SHALL HAVE A MINIMUM OF 10,000 A.I.C. CIRCUIT DIRECTORY. 19 1 20 SPARE 20 j j1200 19 1 20 300 'D/T LANE MONITOR/COIN/DISP 20 1 20 400 . AUTOMATIC FLUSH VALVES/FAUCETS SYMMETRICAL AT 240 VOLTS 9, ALL PANELS SHALL BE PROVIDED WITH A KEY LOCK AND LATCH. EACH MICHAEL WOMACK P.E. 490 0 21 1 20 800 ROOF RECEPTACLES 22 1 2 20 11200 LOT LIGHTING 21 1 20 700 REFRIGERATOR-WORK TAB�E 48- WIDE 22 1 20 SPARE PANEL SHALL HAVE TWO KEYS NTH ALL PANELS KEYED ALIKE. 23 1 20 j10OO OUTDOOR MENU BOARD LIGHTS 24 1 11200 23 1 20 700 REFRIGERATOR WORK TABLE 48" WIDE 24 1 1 20 500 ARCH FRY SYS/DISP LOAD 5UMMARY NoJa14 10. ALL ELECTRICAL MATERIAL USED ON THIS PROJECT SHALL BE "UL" LISTED TITLEt 4714 50'5 BL06 25 1 20 1000 OUTDOOR MENU BOARD CONTROLLER 26 2 20 1200 LOT LIGHTING 25 3 20 1800 ICE MACHINE 26 1" 1 20 1500 CARBONATORS EQUIPMENT 0 80% 2 8.4 K VA AND LABELED. 455 ATLANTIC BLVD 27 1 20 1600 DINING AREA 128 1200 27 11800 128 1 20 800 BOOSTER PUMP (PER NEC TABLE 220-36) (79 AMPS) 11, THE EC SHALL BE RESPONSIBLE FOR BALANCING THE LOADS ,ON ALL PANELS. JACKSOWILLE, FLORIDA 29 1 20 900 DINING AREA 30 2 20 1200 LOT LIGHTING 29 1 1800 1 30 2 �20 11700 COFFEE MAKER DECANTER 5T/SITE#004-OZ:2 31 1 20 SPARE 32 1200 31 3 30 SPARE 132 1700 SIEMENS E Y AND AUTOMATION IN . HALL MARK CLEARLY & LEGIBLY ON THE DOORS OF ALL PANELS "CAUTION - SERIES RATED SYSTEM -----A 33 1 20 1 SPARE 34 1 2 20 1200 LOT LIGHTING 33 34 1 20 2000 . HAND DRYER AVAILABLE, IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." DATE 35 1 20 11200 KITCHEN .36 1 1200 35 36 1 20 2000 1 HAND DRYER 13. THE MINIMUM SIZE OF WIRE SHALL BE #12 AWG TH.HN COPPER. WIRES INSTALLED fte OD-2b-02 37 1 20 1 1100 RESTROOM LIGHTS 38 1 20 SPARE 37 1 30 1600 2-VT INTERLOCK (EF-2) 38 3 30 2600 BISCUIT OVEN UNDERGROUND OR OUTDOORS SHALL BE THW. ALL HOMERUNS SHALL BE SIZED 39 1 20 1 1100 SUPPORT 40 2 30 1800 MCDONALDS R(OAD SIGN 39 1 20 1200 3-VAT INTERLOCK (EF-3) 40 2600 ACCORDING TO THE NEC BY THE EC. 41 41 1 _�O 700 =CREW/QRDER/PREPARTION 42 18001 1 20 1200 CLAM GRILL INTERLOCK :(EF-1) 142 . 2600 L SHEET NO ALL BREAKERS SHALL HAVE A MINIMUM OF 10,000 A.I.C. SYMMETRICAL AT 240 VOLTS ALL BREAKERS SHALL HAVE A MINIMUM OF 10,000 A.I.C. SYMMETRICAL AT 240 VOLTS 8 PROVIDE LOCK ON BREAKER HANDLE LQAP SUMMARY * CIRCUITS TO BE ON SAME PHASE EVEN IF CIRCUITS ARE REARRANGED FOR LOAD BALANCING. U2612 SUMM68Y NOTE; ALL CIRCUIT BREAKERS USED TO SWITCH LIGHT FIXTURES SHALL BE LIGHTING @ 125% 43 KVA EQUIPMENT 0 80% 42.8 KVA 4707 W. Candy Blvd., Suite 9 APPROVED FOR THE PURPOSE AND MARKED "SWD". (119 AMPS) (PER NEC TABLE 220-36) (119 AMPS) P Tampa, FlorWa 33611 E6 ENGINEE]UNG (BIV832-6619 Pax (813)832-6521 AA-W03276 CONSULTINC INCINISRS KARTINOPMOY ARCUrTWrURK,INC� M�L RIONTS R"19M ww EQUIPME�T CONNECLI!2N NOTES ELECTRIQ6L RBQJEQI NQIE5 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH EQUIPMENT SUPPLIER FOR EXACT 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE LATEST EDITION 20. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF REQUIREMENTS AND/OR EQUIPMENT TO BE INSTALLED, PRIOR TO ROUGH-IN. OF THE NATIONAL ELECTRIC CODE, THE LATEST EDITION OF N.F.P.A., AND THE LATEST EDITIONS PROPERTY DAMAGE FOR THE DURATION OF THE WORK. VERIFY LOCATION, CONNECTION POINT, AND MOUNTING HEIGHTS. CONTACT ARCHITECT/ OF THE LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, ENGINEER FOR DIRECTIVES IF CONFLICT OCCURS, ELECTRICAL CONTRACTOR SHALL MAKE WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND 21. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4", GALVANIZED RIGID STEEL CONDUIT OR ALL CONNECTIONS REQUIRED AND ENSURE PROPER OPERATION OF EQUIPMENT. THE WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL SCHEDULE IS INFORMATIONAL ONLY. VERIFY ALL INFORMATION WITH SUPPLIERS PLANS, ABOVE MENTIONED CODES. IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL 2. CONTRACTOR TO INSTALL CONDUIT WITH PULL WIRE FOR EQUIPMENT AND MAKE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS UNLESS OTHERWISE SPECIFIED. SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR FINAL CONNECTIONS, PULL WIRE AND LOAD PANELS AFTER EQUIPMENT DELIVERY. TERMINOLOGY, AS USED HEREIN, SHALL HAVE THE FOLLOWING MEANINGS: OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING, WORK: SHALL MEAN TO INCLUDE ALL MATERIALS, LABOR, AND EQUIPMENT REQUIRED FOR A 22. OUTLET BOXES SHOULD BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS COMPLETE AND OPERABLE INSTALLATION. IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. COMCE6LEIL SHALL MEAN EMBEDDED IN MASONRY OR OTHER CONSTRUCTION, INSTALLED KITQHEN EQUIPMENT CONNECTION NOTES BEHIND WALL FURRING AND WITHIN PARTITIONS, HUNG CEILINGS, CRAWL SPACES OR SHAFTS. 23. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK-MAKE, QUICK-BREAK TYPE. 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH FOOD' SERVICE EQUIPMENT SUPPLIER ENCLOSURES SHALL BE REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION PROOF, ETC.), FOR EXACT REQUIREMENTS AND/OR EQUIPMENT TO BE INSTALLED, PRIOR TO ROUGH-IN. E&POSEQ: SHALL MEAN NOT CONCEALED. ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL VERIFY LOCATION, CONNECTION POINT, AND MOUNTING HEIGHTS. CONTACT ARCHITECT/ DISCONNECT SWITCHES, CONTACTORS AND STARTERS. REQUIRED FUSES FOR SAFETY SWITCHES ENGINEER FOR DIRECTIVES IF CONFLICT OCCURS. ELECTRICAL CONTRACTOR SHALL MAKE BY OTHER TRADES6 SHALL MEAN WORK IS TO BE DONE BY PERSONS OR PARTIES RESPONSIBLE SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER ALL CONNECTIONS REQUIRED AND ENSURE PROPER OPERATION OF EQUIPMENT. THE FOR WORK AT THE PROJECT OTHER THAN THE PARTY OR PARTIES WHO HAVE BEEN DULY BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE 0 0 SCHEDULE IS INFORMATIONAL ONLY. VERIFY ALL INFORMATION WITH KITCHEN SUPPLIERS AWARDED A CONTRACT FOR WORK OF THIS DIVISION. IN THE EVENT THAT THIS DOCUMENT FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS PLANS. IS USED TO ACQUIRE WORK AS PART OF A GENERAL CONSTRUCTION CONTRACT, THE WORDS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS L. >% 6 "BY OTHER TRADES" SHALL MEAN BY PERSONS OR PARTIES WHO ARE NOT ANTICIPATED TO ma 0 0 2. CONTRACTOR TO INSTALL CONDUIT WITH PULL WIRE FOR EQUIPMENT AND MAKE BE THE INSTALLERS FOR THE WORK SHOWN UNDER THIS DIVISION. IN THIS CONTEXT, THE 24. ALL RACEWAYS AND PIPES, SPACED IN OR THROUGH ANY CONCRETE SLAB, SHALL BE SPACED A FINAL CONNECTIONS, PULL WIRE AND LOAD PANELS AFTER EQUIPMENT DELIVERY. WORDS "BY OTHER TRADES" SHALL NOT BE INTERPRETED TO MEAN NOT INCLUDED IN MINIMUM OF THREE TIMES THE DIAMETER OF THE LARGEST RACEWAY. THE OVERALL CONTRACT. 25. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT THE TIME OF DESIGN. VERIFY ALL DEMQLIIIQN;_ SHALL MEAN THE REMOVAL OF ANY EXISTING EQUIPMENT, PIPING, DUCTS. etc. EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING, 0 AND THE CAPPING OR PLUGGING OF ANY EXISTING SERVICES. an 0 26. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR r4 FURNI�H; SHALL MEAN PURCHASE AND DELIVER TO THE PROJECT SITE INDICATED EQUIPMENT IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. + AND/OR MATERIALS COMPLETE WITH EVERY NECESSARY APPURTENANCE AND SUPPORT. 27, FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR CONDITIONING INSTALL: SHALL MEAN UNLOAD AT DELIVERY POINT OF SITE; STORE IN A SAFE PROTECTED SYSTEM AS SHOWN ON PLANS, ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH LOCATION AT SITE AND PERFORM EVERY OPERATION NECESSARY TO ESTABLISH SECURE MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. MOUNTING AND CORRECT OPERATION AT PROPER LOCATION IN THE PROJECT. INCLUDE NECESSARY CONNECTIONS TO REQUIRED SERVICES. 28. ALL FLUORESCENT AND H.I.D. LIGHTING FIXTURES SHALL BE FUSED, AS REQUIRED BY LOCAL 8 CODE ONLY. PROVIDE: SHALL MEAN FURNISH AND INSTALL. 29. TYPE WRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANEL BOARD 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMMUNICATION WITH THE PROPERTY DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT z OWNERS PERSONNEL TO REVIEW CONTRACT DOCUMENTS PRIOR TO INSTALLATION. PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. ENGRAVED ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL TELEPHONE COMPANIES. ELECTRICAL CONTRACTOR SHALL CONTACT THE LOCAL POWER AND PANELS AND SWITCH GEAR, PLATES SHALL BE AFFIXED TO FRONT OF PANELS. TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 30. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL 4. THE OWNER WILL NOT BE HELD LIABLE FOR FIELD CHANGES THAT ARISE FROM CONTRACTOR ERROR OR SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. WHERE RIGID STEEL OMISSION OF MATERIALS, OWNER WILL ALSO NOT BE HELD LIABLE FOR POOR WORKMANSHIP IN TRADE IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKAKI AND RUST-RESISTANT BITUMASTIC PERFORMANCE. PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. 5. IN GENERAL, PLANS AND DETAILS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. COORDINATE 31. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY ALL ELECTRICAL WORK OTHER TRADES SO AS NOT TO CONFLICT IN LOCATION OR PERFORMANCE OF AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE OTHER SYSTEMS. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S CONSTRUCTIONS, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE SCHEDULE, ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN PROPER WORKING ORDER. 32. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY. THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING 6. NECESSARY, OBVIOUSLY REQUIRED, ELECTRICAL ITEMS THAT ARE NOT SHOWN ON THE DRAWINGS DOES FOR CONDUIT AMPACITY AND, CONDUIT FILL. NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO INSTALL A COMPLETE OPERATING AND SAFE ELECTRICAL SYSTEM. 33. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS; 7. ELECTRICAL CONTRACTOR SHALL KEEP A MASTER SET OF BLUE LINES THAT ARE TO BE MARKED UP TO 120/20dV_ �=EM PHASE SEQUENCE REFLECT "AS-BUILT" CONDITIONS ON A DAILY BASIS. THESE "AS-BUILT" MARKUPS MAY BE REVIEWED NEUTRAL - WHITE ABC, TOP TO BOTTOM BY ARCHITECT, ENGINEER OR OWNERS REPRESENTATIVE, AT THEIR REQUEST AND WITHOUT PRIOR PHASE A - BLACK LEFT TO RIGHT, BACK NOTIFICATION. THESE "AS-BUILT" DRAWINGS WILL BE TURNED OVER TO THE OWNER AT THE PHASE B - RED TO FRONT. CONCLUSION OF THE PROJECT, PHASE C - BLUE E.G. GREEN 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TEST. 1.G. GREEN 'W/YELLOW 9. CONTRACTOR TO SEAL ALL FLOOR AND WALL PENETRATIONS IN AN APPROVED MANNER TO INSURE THE 34, CONTRACTOR' SHALL PROVIDE SHOP DRAWING SUBMITTALS FOR LIGHT FIXTURES, SWITCH GEAR, FIRE RATING INTEGRITY OF THE AREAS INVOLVED. PENETRATION SEALS SHALL BE PER U.L. WIRING DEVICES, EMERGENCY GENERATOR EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, ASSEMBLY STANDARDS. SECURA, ETC.) PROVIDE T\N10 (2) COPIES, TEN (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR PACKAGE WILL BE CONSIDERED 10, THE CONTRACTOR SHALL MAKE A THROUGH EXAMINATION OF THE SITE AND THE CONTRACT DOCUMENTS, PRELIMINARY. FINAL,APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS PRIOR TO BID. NO CLAIM FOR EXTRA COMPENSATION WILL BE RECOGNIZED IF DIFFICULTIES ARE ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED ENCOUNTERED. WHICH AN EXAMINATION OF SITE CONDITIONS AND CONTRACT DOCUMENTS PRIOR TO AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE EXECUTING CONTRACT WOULD HAVE REVEALED. ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTOR LZ7�_ CONTRACTOR DOES NOT SUBIMIT SHOP DRAWINGS TO ELECTRICAL ENGINEER FOR ITEMS LISTED ABOVE, 1 1� THOROUGHLY REVIEW FINAL LOCATION, TYPE, MOUNTING HEIGHT AND CONTROL OF ALL DEVICES ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS PRIOR TO ROUGH-IN. DUE TO SHOP DRAWINGS NOT SUBMITTED. 12. COORDINATE FINAL INSTALLATION REQUIREMENTS WITH PROPER AUTHORITIES. 35, SHOP DRAWINGS WILL BE PERFORMED ONLY TO REVIEW COMPLIANCE WITH EDC CONSTRUCTION DOCUMENTS. SHOP DRAWINGS WILL ONLY BE REVIEWED TWICE AS PART OF THIS CONTRACT. 13. THE CONTRACTOR, UPON COMPLETION OF HIS WORK, SHALL BE RESPONSIBLE FOR ANY AND ALL THE EXPENSE FOR THE THIRD AND SUBSEQUENT REVIEWS SHALL BE BORNE BY THE CONTRACTOR CERTIFICATIONS THAT MAY BE REQUIRED. AT THE RATE OF $100.00 PER HOUR, C.O.D. 14. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF 36. SHOULD SHOP DRAWINGS BE APPROVED THAT AFFECT THE WORK OF OTHER TRADES, THE COST OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET THE ADDITIONAL WORK SHALL BE BORNE BY THE CONTRACTOR WHOSE SHOP DRAWINGS HAVE BEEN BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. A SEPARATE APPROVED FOR THE CHANGE. GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR 37, THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWINGS FROM TIME TO TIME TO INDICATE SHALL BE SIZED IN ACCORDANCE WITH TABLE 250-95 OF THE N.E.C. CONTRACTOR SHALL SIZE CHANGES IN THE WORK. WHEN THE REVISED DRAWINGS ARE ISSUED, THE CONTRACTOR SHALL CONDUIT TO ACCOMMODATE CONDUCTOR. EVALUATE THE CHANGES PROMPTLY, BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER 15. ALL CONDUCTORS SHALL BE AS NOTED ON THE PLANS, ALL BRANCH CIRCUITS SHALL BE COPPER. IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC MINIMUM WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. UNLESS OTHERWISE NOTED, AMOUNT OF MONEY TO THE (CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. CONDUCTORS #10 AND REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE OWNER OF THE COST OF THE REVISED SMALLER SHALL BE SOLID; ALL THOSE #8 AND LARGER TO BE STRANDED. WORK. 16, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WIRING DEVICES, PRIOR TO 38. IF ELECTRICAL CONTRACTOR IHAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ROUGH-IN, OF ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT SUPPLIER. ERRORS ON ELECTRICAL DOCIUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT/OWNER IMMEDIATELY. 17. THE ELECTRICAL CONTRACTOR SHALL RECEIVE A COMPLETE SET OF CONSTRUCTION DOCUMENTS INCLUDING ALL ARCHITECTURAL AND CIVIL, TO BID THIS PROJECT. THE ELECTRICAL CONTRACTOR 39. CATEGORY 5 DATA CIRCUITS SHALL BE CERTIFIED TO MEET TIA/EIA STANDARDS. SHALL BE RESPONSIBLE FOR THE CONNECTION OF ALL ELECTRICAL DEVICES WHETHER SHOWN ON THE ELECTRICAL DRAWINGS OR NOT. 18, ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB CONTRACT. MICHAEL WOMACK P.E. 49040 19. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD No . I e> 14 OF NOT LESS-THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE, CORRECTION OF ANY DEFECTS TITLEi 4TT4 50's BLD& TO BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR 455 ATLANTIC BLVD REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 1ACK50N\1ILI E, FLORIDA 5T/SITE#00q-0712 DATE 155E 06-2"2 SHEET No 4707 W. Candy Blvd., Suite 9 PYRAMID mpa, Florida 33611 E7 ENGINEERING W032-6619 pax (8f3)832-6521 AA-WO3276 CONSULTIKO INCINIRRS 0 coFmatrr HAM9Y4PU1WY AMRaWMEtS.1k ALL H101M ROUVR5 2OW TO VERIFY COMPLIANCE WITH MCDONALD'S SPECIFICATIONS. r THE ELECTRICIAN SHALL COMPLETE THE BELOW CHECKLIST FCE I L I N G CEILING :NSTALL THIS RECEPTACLE CEILING START HERE F 2ND SET Of KVS THE PURPOSE OF THIS DRAWING IS TO MONITORS ARE REOUIRED AT FRONT OF PREP LINE PROVIDE A CHECKLIST AND VISUAL GUIDE �Eqiljo SO THE INSTALLING ELECTRICIAN CAN ABOVE KITCHEN PREP LINE ABOVE. HLZ TABLE VERIFY HIS WORK IS IN COMPLIANCE (D rA WITH MCDONALD'S SPECIFICATIONS THAT L PANEL (MDP) VISUALLY INSPECT THE MAIN ELECTRICA G L yes no IN THE M61N PANEL: T ARE CRITICAL TO THE PROPER FUNCTIONS , 0 [j 0 1. IS AN EQUIEMENT GRQUND BAR INSTALLED SUCH THAT IT IS COD OF OUR POINT OF SALE (POS) COMPUTER 0 0 c EE SYSTEMS. 0 ELECTRICALLY CONNEQTED TO THE PANEL? 0 [] 2. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR9 0 0 3, DO ALL EQUIPMENT GROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT GROUND BAR? 0 0 0 4. DOES THE ISOLATED GROUND CONDUCTOR (GREEN W/YELLOW STRIP) (2 5.02 CENTER ISLAND PAN 0 (PROVIDED BY KES TERMINATE ON THE EQUIPMENT GROUND BAR? ELECTRICAL PANEL c- a THAT POWERS POS 0 Cl 5. IS THERE AN APPROPRIATE ELECTRICAL CONNECTION (BOND) BETWEEN I I BRANCH CIRCUITS ,;�%IOALLY AP2 THE NEUTRAL BAR AND THE EQUIPMENT GROUND BAR? P) [3 0 6. DOES THE GROUNDING SYSTEM COMPLY WITH MCDONALD'S "BUILDING DID (0 00 00 ELECTRICAL GROUNDING DETAIL"? 002 ............ 1 00 1 0 0 7. IS A SURGE PROTECTOR INSTALLED THAT COMPLIES WITH MCDONALD'S OUTSIDE BLDG "TVSS INSTALLATION GUIDE" OR DETAIL? BY MENU BD TYPICAL 8. ARE ALL ELECTRICAL CONNECTIONS (WIRING&BUSING) PROPERLY TIGHTENED? (D MANAGER'S PRESENTER'S UNDERFRONT COUNTER 0 0 0 9. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? OFFICE E300TH L ORDER BOOTH Lm 0 9 0 0 VISUALLY INSPECT THE ELECTRICAL PANEL THAT POWERS POS 0 yes no IN THE EOS SUBEANEL (AP2 OE QP): POS ELEQIBI!QAL RISER -DJAQBAM + 0 0 C3 [3 1. IS AN EQUIPMENT QRQUND BAR INSTALLED SUCH THAT IT IS THIS RISER DIAGRAM SHOWS THE ELECTRICAL ROUGH-INS REQUIRED FOR A TYPICAL (NON-COMPRIS) 0 ELECTRICALLY CONNECIED TO THE PANEL? POINT OF SALE (POS) SYSTEM IN A FREE STANDING 2 BOOTH RESTAURANT. VERIFY ALL POS ROUGH-INS 0 0 Cl 2. IS AN ISOLATED QROUND BAR INSTALLED SUCH THAT IT IS AND MOUNTING HEIGHTS WITH THE ELECTRICAL ROUGH-IN PLAN, NOTES AND INFORMATION DRAWINGS. 0 ELECTRICALLY INSULATED FROM THE PANEL? 0 0 3. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? r Ln - ---7 SERVICE ENTRANCE ELECTRICAL PANEL 0 0 El 4. DO ALL EQUIPMENT GROUND CONDUCTORS TERMINATE ONLY To THE CU BONDING JUMPER SIZED 208Y/120V 30, 4W (TYPICAL) lot 0 EQUIPMENT GROUND BAR? PER NEC 250-28�d) Q& - 1�. 0 SHOWS CONN ECTION/BONDIN G POINT 0 0 Cl 5. DO ALL ISOLATED GROUND CONDUCTORS (GREEN W/YELLOW STRIP) FACTORY PROVIDED NEUTRAL `-POWER TO SUBPANELS (TYPICAL) TVSS INSTALLATION DETAILS m 0 TERMINATE ONLY TO THE ISOLATED GROUND BAR? TO GROUND BAR LINK. 0 0 1:1 6. ARE ALL ELECTRICAL CONNECTIONS (WIRING&BUSING) PROPERLY TIGHTENED? (THIS IS THE QhLL_t PLACE IN LOOSE PANELS El 0 7. ARE ALL POS AND COD CIRCUIT BREAKERS ON THE SAME PHA5F-? THE BUILDING WHERE N-G #4 AWG POS ISOLATED EQUIPMENT GROUNDING CONDUCTOR TO AP2 OR CP X 9 SHALL BE BONDED TOGETHER - TELEPHONE PANEL GROUND 800-40(b) (BONDING) HUBBELL "HBL" SERIES TRANSIENT 0 0 C-18. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? PER NEC 250-24(1)&(5)) - CABLE TV GROUND 820-40(b) (BONDING) SERVICE ENTRANCE VOLTAGE SURGE SUPPRESSOR MOUNTED Cl 0 9. DO ALL POS & COD CIRCUIT BREAKERS HAVE A LOCKING MECHANISM ON (SIX HANDLE RULE) DIRECTLY TO PANEL MOP (SEE NOTE #1) THEIR HANDLES TO PREVENT THEM FROM BEING SHUT OFF BY MISTAKE? #6 AWG TO METAL GAS PIPE 250-104(b) (BONDING) 0 El 10. DOES THE FEEDER CIRCUIT FOR THIS SUBPANEL CONTAIN PHASE, NEUTRAL BUILDING ELECTRICAL #6 AWG TO HVAC METALLIC DUCT 250-104(c) (BONDING) EC TO PROVIDE AND INSTALL A 30A-3P ONE EQUIPMENT GROUND AND ONE ISOLATED GROUND CONDUCTORS SERVICE ENTRANCE FROM N CB* AND MOUNTING HARDWARE WITH SPARE APPROPRIATE AIC RATINGS. GROUND BUS OR USE BOLTED-TYPE CONNECTION DEVICE OR _r�_1�� EXOTHERMIC WELD. \- CONNECT #10 AWG TVSS UNIT THAT ARE PROPERLY TERMINATED? (SEE POS&COD ISO GND/DED CKT DETAIL) UTILITY TRANSFORMER PROVIDE ENOUGH LENGTH TO TERMINATE DIRECTLY TO VISUALLY INSPECT THE REMAINING ELECTRICAL SUBPANELS NON-METALLIC PROTECTIVE SLEEVE. LOCATE SLEEVE N PIGTAILS TO 30A-3P CB, G DIRECTLY UNDER THE ELECTRICAL SERVICE ENTRANCE v yes no IN THE REM61NILIG SUQPANELS� PANEL. EC TO PROVIDE PLIABLE SEALANT BETWEEN COPPER NEUTRAL AND GROUND WITHIN C:l 0 1. IS AN EQUIPMENT GROUND UAB INSTALLED SUCH THAT IT IS WIRE AND SLEAVE. PANEL MOP OR PP ELECTRICALLY QONUECTED TO THE PANEL? FOR NEW CONSTRUCTION WHEN A SPREAD FOOTING OR DOWN (30, 4W +GND.) • El 2. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? BUILDING STEEL ELECTRODE TURNED SLAB IS USED, E.C. SHALL INSTALL A CONCRETE 1;1 -- COMPLIANT WITH NEC 250-50(b) ENCASED ELECTRODE, COMPLIANT WITH NEC 250-50(c), SERVICE ENTRANCE CONDUCTORS • El 3. DO ALL EQUIPMENT GROUND CONDUCTORS TERMINATE ONLY TO THE CONSISTING OF AT LEAST 20 FEET OF BARE #4 AWG EQUIPMENT GROUND BAR? COPPER ENCASED IN 2 INCHES OF CONCRETE NEAR THE TO UTILITY TRANSFORMER. 0 0 4. ARE ALL ELECTRICAL CONNECTIONS (WIRING&BUSING) PROPERLY TIGHTENED? ALL METAL RACEWAYS CONTAINING GROUNDING 20' MIN. BOTTOM OF THE FOOTING OR FOUNDATION (BELOW GRADE) 0 0 5, ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? ELECTRODE CONDUCTORS SHALL BE BONDED AT BOTH BLDG THAT IS IN DIRECT CONTACT WITH EARTH, IN SOME LOCATIONS, THE AHJ MAY REQUIRE A 60A-3P CIRCUIT 0 0 6. DOES THE FEEDER CIRCUIT FOR THIS SUBPANEL CONTAIN PHASE, NEUTRAL ENDS AS REQUIRED BY NEC 250-64(e), PROVIDE SIDE * BREAKER INSTEAD OF THE 30A-3P CIRCUIT BREAKER. IF THIS IS AND ONE EQUI'PMENT GROUND CONDUCTORS THAT ARE PROPERLY GROUNDING TYPE BUSHINGS & FITTINGS. STREET WATER TAL UNDERGROUND WATER PIPE ELECTRODE THE CASE, IT WILL BE NECESSARY TO ORDER AN UPGRADED TVSS CONNECTION \�ME UNIT "HBL-PlOO" SERIES FROM HUBBELL. E.C. IS RESPONSIBLE TERMINATED? (SEE BUILDING ELECTRICAL GROUNDING DETAIL) COMPLIANT WITH NEC 250-50(a) TO VERIFY SITE SPECIFIC REQUIREMENTS. Cu GROUNDING ELECTRODE CONDUCTORS ,,�IF MULTIPLE GROUNDING RODS ARE BEING AND BONDING JUMPRES SHALL BE SIZED USED OR NEED TO BE USED, THEY SHALL VISUALLY INSPECT THE POS BRANCH CIRCUITS BASED UPON ELECTRICAL SERVICE SIZE ALL BE BONDED TOGETHER PER NEC 250-66 yes no IN JUE POS BRARQI± CIRCUITS: NEC250-66 CLAMPS SUITABLE FOR DIRECT SWITCHGEAR 1. ARE THE POS BRANCH CIRCUITS ROUTED IN THEIR OWN CONDUIT BY 800A 1000A 1200A GROU DING BURIAL OR EXOTHERMIC WELD. 2/OCU 3/OCU 4/OCU ELECTRODE son H: U: THEMSELVES? W-O" X 5/8" CU ROD GROUNDING ELECTRODE ON on ONE Now son now El [3 2, IF THE POS BRANCH CIRCUIT IS ROUTED ABOVE GRADE, IS IT IN ** MCDONALD'S GROUNDING STANDARDS PURPOSELY EXCEED THOSE CONDUCTOR COMPLIANT WITH NEC 250-52(c) A METALLIC CONDUIT? GIVEN BY THE NEC. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A BUILDING GROUNDING SYSTEM MEETING NEC AND BUILDING ELECTRICAL GROUNDING DETAIL C3 [:1 3. DOES EACH PO$ BRANCH CIRCUIT CONTAIN: MCDONALD'S STANDARDS AS SHOWN ON THIS DRAWING. ONE PHASE PLACK COLORED INSULTATION) 1999 NATIONAL ELECTRICAL CODE (NEC) ONE NEUTRA (WHITE COLORED INSULTATION) REVISION 3 - 12/20/00 AP1 ONE EQUIPMENT GROUND (GREEN COLORED INSULTATION) ONE ISOLATED GROUND (GREEN W/YELLOW STRIP COLORED INSULTATION) HUBBELL "HBL" SERIES 0 0 4. DO ALL POS BRANCH CIRCUITS TERMINATE AT EITHER AN 'IG4700, ALL ISOLATED GROUND/ DEDICATED CIRCUIT SOLID #12 AWG COPPER ALL CONDUCTORS SHALL BE SOLID COPPER TRANSIENT VOLTAGE IG4710, IG5262 RECEPTACLES OR ANY COMBINATION OF THESE? RECEPTACLE COVER PLATES SHALL BE ORANGE CONDUCTORS ONLY. AND TERMINATED TO THEIR APPROPRIATE SURGE SUPPRESSOR MTD HUBBELL PJ7CO (SINGLE -1 5. ARE ALL ELECTRICAL TERMINATIONS TO IG RECEPTACLES MADE WITH (T )6,,PJ8CO (ONE DIRECTLY TO SWGR C30 I- DUPLEX) OR PJ82CO W DUPLEX) TERMINAL SCREWS BY WRAPPING THE (SEE NOTE #1.) SOLID #12 AWG WIRE CAPTURED AROUND THE SCREW BARREL AND ELECTRICIAN, YOUR WORK IS NOT CONDUCTER COMPLETELY AROUND THE SCREW cm SUITABLY TIGHTENED? CONSIDERED AS MEETING MCDONALD'S MARKED "COMPUTER ONLY TO ORDER CALL BARREL AND TIGHTENING THE SCREW PER CONNECT #10 AWG TVSS [3 6. ARE ALL BRANCH CIRCUIT CONNECTIONS PROPERLY TIGHTENED? SPECIFICATIONS UNTIL THE INSTALLED HUBBELL AT 877-823-1743 MANUFACTURER'S TORQUE SPECIFICATIONS. PIGTAILS TO 30A-3P CB, cm am NEUTRAL&GROUND WITHIN D D [:1 7. ARE THE CORRECT AMOUNT AND TYPE OF IG RECEPTACLES PROVIDED AS ELECTRICAL SYSTEM SUPPORTS A "YES" 0 cm am 0 ANSWER FOR ALL QUESTIONS ASKED. rr_ METAL JUNCTION BOX SWGR SECTION MOP OR PP LU Li SHOWN IN THE ELECTRICAL ROUGH-IN PLAN, NOTES AND INFORMATION? SERVICE ENTRANCE w___ (30, 4W +GND.) X cm on ck� 0 8. DO ALL POS RECEPTACLES HAVE ORANGE "COMPUTER ONLY" COVERPLATES? AS PART OF THIS PROCESS, THE (TYPICALLY MDP) PANELAP2 Ls (p P.O.S. ISOLATED GROUND cm C3 0 9. DO -ALL POS BRANCH CIRCUITS COMPLY WITH THE "POS & COD ISOLATED RECEPTACLE-HUBBELL ELECTRICIAN AND THE GENERAL BLK IG4700,IG4710 OR GROUND/DEDICATED CIRCUIT DETAIL? CON'TRkCTOR WILL BE REQUIRED TO SIGN IG5262 . 11 -431 00 AP2 AN ELECTRICAL CERTIFICATION DOCUMENT *��TR I P I I INDICATING THAT THE INSTALLED GRN ISOLATED GREEN GROUND SCREW ELECTRICAL SYSTEM MEETS MCDONALD'S ISOLATED EQUIPMENT GROUNDING @ VISUALLY INSPECT THE POS BRANCH CIRCUIT FOR THE COD SPECIFICATIONS. CONDUCTOR MAIN yes no IN JUE QQD BRANCH CIRCUIT;- NEUTRAL CONDUCTOR TERMINATED EC TO PROVIDE & INSTALL DO�L�Qj SIGN THE ELECTRICAL N ON SILVER SCREW A 30A-3P CB* AND MOUNTING N G BREAKER 0 0 1, ARE THE COD BRANCH CIRCUITS ROUTED IN THEIR OWN CONDUIT BY CERTIFICATE 0a THE INSTALLED PHASE CONDUCTOR TERMINATED HARDWARE WITH APPROPRIATE THEMSELVES? ELECTRICAL SYSTEM SUPPORTS A "YES" #4 AWG, ON BRASS SCREW AIC RATINGS. ANSWER FOR ALL QUESTIONS ASKED. CjIRN/YLW I 0 0 2. DOES EACH COD BRANCH CIRCUIT CONTAIN: EQUIPMENT GROUNDING BONDING son ONE PHASE (BLACK COLORED INSULTATION) METAL CONDUIT SHALL CONTAIN ONLY CONDUCTOR (TYPICAL) 1111110111111 man OEM NON mom mom P.O.S. CIRCUIT CONDUCTORS (DEDICATED ONE NEUTRAL (WHITE COLORED INSULTATION) N CIRCUIT). ONLY USE RIGID NON-METALLIC 0 ONE EQUIPMENT GROUND (GREEN COLORED INSULTATION) CONDUIT BELOW�GRADE WHEN REQUIRED YLO LC ONE ISOLATED GROUND (GREEN W/YELLOW STRIP COLORED INSULTATION) BY LOCAL CODE. El 0 3. IS THE COD POWERED FROM THE SAME PHASE AS THE POS9 MICHAEL WORACK P.E. 9W METAL CONDUIT SHOWS CONNECTION/BONDING POINT Y\-SERVICE ENTRANCE CONDUCTORS Cl 0 4. DOES THE BREAKER FOR THE COD HAVE A LOCKING MECHANISM ON ITS NOTICE ISOLATED GROUND BUS ELECTRICALLY NOTE� TO UTILITY TRANSFORMER. No . I a 1 .4 HANDLE THAT WILL PREVENT IT FROM BEING SHUT OFF? THIS IS THE ONLY POINT WHERE THE ISOLATED INSULATED FROM PANEL ENCLOSURE 1. CAUTION: TITLEt 4-M4 So's BLO6 ll El 5. DO THE COD BRANCH CIRCUIT(S) COMPLY WITH THE "POS & COD ISOLATED ANY CHANGES MADE TO THE POS EQUIPMENT GROUNDING COND�CTOR SHALL BE CONNECTED TO THE BUILDINGS GROUNDING SYSTEM USED TO TERMINATE ONLY ISOLATED TVSS MUST BE PROPERLY INSTALLED FOR MAXIMUM PROTECTION. 455 AnANTIC, 13LVD CERTIFICATION PROCESS HAS BEEN EQUIPMENT GROUNDING CONDUCTORS COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WITH JACKSONVILLE, FLORIDA GROUND/DEDICATED CIRCUIT DETAIL? ELECTRICAL SYSTEM AFTER THE 6. IF THE COD HAS AN OPTICAL ISOLATOR, IS A STRAIGHT BLADE COMPLETED SHALL REQUIRE SYSTEM SEE BUILDING GROUNDING DETAIL THIS SHEET ALL APPLICABLE CODES. MOUNT TVSS AS CLOSE TO ITS 'CIRCUIT ST/SITE# 001-02712 ISOLATED GROUND RECEPTACLE ON AN ISOLATE GROUND/DEDICATED BREAKER AS POSSIBLE AVOIDING EXCESS DISTANCE AND SHARP BENDS --- CIRCUIT PROVIDED FOR IT? RE-(CERTIFICATION. NOTES IN WIRES. IN NO CASE SHALL LEADS EXTEND BEYOND THE LENGTH CHANGES SHALL NOT BE MADE TO THE 1. ALL P.O.S. EQUIPMENT (COMPUTERS,PRINTERS,MONITORS 5. E.C. SHALL VERIFY CORRECT POLARITY AT RECEPTACLE. PROVIDED BY;ITHE MANUFACTURE. PHASE. CONDUCTORS TO BE AS POS ELECTRICAL SYSTEM AFTER THE POS KVS, MODEM, HUB & COD) SHALL BE POWERED FROM THE STRAIGHT AND SHORT AS POSSIBLE, TWIST PHASE CONDUCTORS DATE EQUIPMENT HAS BEEN INSTALLED SAME PHASE IN PANEL AP2. 6. E.C. SHALL VERIFY THAT SUBPANEL AP2 QQES NOT TOGETHER 1/2 TURN FOR EVERY 12 INCHES OF CONDUCTOR LENGTH. DO 15M Ob-26-02 WITHOUT FIRST NOTIFYING THE POS CONTAIN ANY ILLEGAL, NEUTRAL TO GROUND BONDS. NOT COIL OR PUSH ASIDE EXCESS WIRE LENGTH. IN SOME CASES, IT VENDOR. 2. ISOLATED GROUND INSTALLATION SHALL COMPLY NTH MAY BE NECESSARY TO INSTALL TVSS INSIDE PANEL/SWGR. REWORK ELECTRICAL NEC 250-146(d). 7. NON-P.O.S. EQUIPMENT SHALL NOT SHARE OR BE PLUGGED ARE ALL N SYSTEM TO BRING INTO P.O.S. CIRCUITS OR RECEPTACLES. 2. ORDER "HBL" SERIES-TVSS (TRANSIENT VOLTAGE SURGE SUPPRESSOR) BOXES CHECKED INTO COMPLIANCE 3. EACH 20 AMP CIRCUIT SHALL HAVE ITS OWN ISOLATED FROM HUBBELL AT 1-877-823-1743 SHEET NO PlYESP1 ? N07 WITH MCDONALD'S EQUIPMENT GROUNDING CONDUCTOR. 8. IT IS A SAFETY HAZARD AND AN NEC VIOLATION FOR THE POS SPECIFICATIONS _j SYSTEM TO HAVE ITS OWN INDEPENDENT GROUNDING ROD. IF AN .4. ENTIRE GROUNDING SYSTEM SHALL COMPLY WITH NEC INDEPENDENT GROUND ROD IS FOUND FOR THE POS SYSTEM, IT ARTICLE 250 AND THE BUILDING GROUNDING DETAIL SHALL BE BONDED TO THE BUILDING GROUNDING SYSTEM. YES THIS SHEET. 4707 F. Candy Blvd., Suite 9 PYRAMID- mpa, Plorida 33611 E8 POS & COD ISOLATED GROUND./DEDICATED CIRCUIT DETAIL ENGINEERING (813)89�-' 6619 Fax (8f3)832-6521 FOR A POS SYSTEM POWERED FROM AN APPLIANCE PANEL BASED ON THE 1999 NATIONAL ELECTRICAL CODE (NEC) AA-0003276 CONSULFING 1901HRIBS 0 COFMOHT HA9TLRY*PVRDY ARCHUNCTURK INC. ALL RIGHTS Rmavim 2= NOTES 1. THE LIGHTING CONTROL PANEL AND ASSOCIATED COMPONENTS SHOWN ON THIS DRAWING MAY BE ORDERED FROM: >-, AUTOMATED CONTROLS AND SYSTEMS, INC. 955 N. LIVELY BLVD. WOOD DALE, ILLINOIS 60191-2683 630-238-1516 AUXILIARY LIGHTING CONTROL PANEL(S) 2. AS AN ALTERNATE LIGHTING CONTROL SYSTEM, THE CONTRACTOR MAY SUBMIT ARE REQUIRED WHERE LOT LIGHTING EXCEEDS A BID TO FURNISH, ASSEMBLE, WIRE, AND INSTALL APPROVED TIME CLOCKS, THE FIVE CIRCUITS DEDICATED IN PANEL CONTACTORS, PHOTOCELL, ENCLOSURE(S) ETC. AS A COMPLETE LIGHTING LCP. E.C. TO VERIFY IN FIELD IF ADDITIONAL CONTROL SYSTEM IN COMPLIANCE WITH ALL APPLICABLE CODES AND REQUIREMENTS. PANEL IS REQUIRED. WEATHERPROOF JUNCTION BOX AITENTION ON PARAPET WALL SLA tn MCDONALD'S/011- BUILDING, THE OIL PARTNER'S LIGHTING CONTROL PANEL WILL PHOTOCELL FURNISHED—,., 0 p CONTROL ALL OUTDOOR LIGHTING EXCEPT FOR MCDONALD'S SIGNAGE, ROOF BEAMS WITH LIGHTING CONTROL 00 AND SOFFIT LIGHTS. THE ACS LIGHTING CONTROL PANEL MAY BE MORE THAN PANEL. INSTALLED BY i NECESSARY AND A SIMPLIER PHOTOCELL/RELAY CONFIGURATION ASSEMBLIED ELECTRICAL CONTRACTOR BY THE ELECTRICAL CONTRACTOR COMPLIANT WITH NOTE #2 MAY SUFFICE. ROOF — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — AUXILIARY LIGHTING CONTROL PANEL TO: — — — — — — — — — TO: MEASURES ADDIllONAL — — — — — — — — — ADDITIONAL 12"Xl 2"X4" LOT LIGHTS LOT LIGHTS m 120-208V/10/60HZ 120-208V/10/60HZ E.C. TO MOUNT 24-AMP 24-AMP BOX ABOVE CEILING MAXIMUM LOAD MAXIMUM LOAD AND WIRE ACCORDINGLY TO J L 71 -1 L -S--j EKTE�RIOR IGHTS b I:T TO AUXILLARY - - - - - - - - - EXTERIOR LIGHTING 12ND AUXILLARY LIGHTS CONTROL PANE ILIGHTING MODEL LC-EXT IMODEL LC—EXT I I z lCONTROl- PANELJ I I�NW�l IT S jR 9 1 - — — — — — — — — - OPTIONAL Z_ _ El A 2SEF�2Sa 7 TYPICAL 1/2" CONDUIT ADSIGN TYPICAL I I \1 1/2" CONDUIT-- — — — — — — — - - — — — — — — — — — — — — — — — — — — — FINISHED TYPICAL 1" CONDUIT - — — — — — — — — — — — — — — — — — — — — CEILING ri LTYPICAL 1/2" CONDUIT q,_��TYPICAL 3- WIRE CONTROL FROM "LC" TO AUXILIARY —1/2" CONDUIT F-1 F- LIGHTING CONTROL 3 - #12 PANEL (LC-EXT) 0 0 0 0-- 0 0 — - 1 — 0 0— - --o 0 6---o-- V 0 0 0— - ---0 0 16-0-- 0 10 0— 0 --o 0 1 0 1 0 c— �-o 1 6-0-, - I I I 0 0 — I F-1 L -1 0 0 E-- PIZ-LI E- EAV ACYL L IlLlAIIR2SLIR SN APTIONAL I�� G C IN ROL PA EL INSTALLED) 0 C�-- - - o 0 ED 0 1 — ftil I ;fTH E R o 0---*--- 0 0 0 TERMINALS FOR-FXTERIOR — LIGHIING CIRCUITS 0 0 0- 0 ��10112 14 1 6 18 SEE SHEET E6 ILITILITILIT F CIRCUIT — — — — - -- — — AOSIGNMENTS Z-7 MICHAE WOMACK P.E. 4904Z 12012212412612813013213 6 0 0 0 0 0 No . 1 c514 N U AL BU WWO&TROL ll-�OETPANEL TITLE, 4*114 50's BLD6 — — — — — — — L — — — — — — — E.C. SHALL VERIFY EXACT QUANTITY OF —T� I y OUTDOOR LIGHTING CIRCUITS TO BE COP 455 ATLAWIC MVD CIRCUIT 1 1 LP I�D I T CONTROLLED BY LCP PRIOR TO ORDERING JACKWWILLE, FLORIDA BREAKER PANEL OPT LIGHTING CONTROL EQUIPMENT.. MINIMUM NUMBER OF CONTROL ST/51TE# 00q-0712 E7 PANEL MODEL LC CIRCUITS SHALL BE 24. HEAVY DUTY MODEL LC-HD IS AVAILABLE 60A FOR EXPANDED CABINET ROAD SIGN FOR STORES WITH EXPANDED CABINET SIGN (DATE ism 06-26-02 SHEE7 NO LIGHTING CONTROL PANEL 4707 W. Ca?Wy Blvd., Suite 9 PYRAMID ampa, Florlda 33611 E9 ENGINEERING (813)832-6619 Fax (813)832-6521 AA-0003276 ca KSULZI No I go I NI IRS 0 COPYRIGHT KAMT.XY+PURDY ARCHITECTURE,INC. ALL RIGHTS RESXRVRD 2000 0 0 u 0 >1 u '1'-4' 10 4'-10' 77/7/77 11777711777=11 u0 I M4150= 04 rl 1=c34 3—, Lm 0 0 0 Iw 4 f -3 0 (j) U 0 0 FREEZER 0 �4 0 0 0 A 11 4.08 0 4_01B z 0 4.10 4.11 LOCKABLE L F33-04:j ><xx 6TORAGS 7 F i�, n 51-4' 2--li 2'-4- �/4' -V-51 11-2 1 L COOLER 10 - , 11 F-11, 31-61 w 00.04 r- [DOOR 1 4.00 156.00 122M r -an-000 1100 . - Zf7 -------- --- - 4_TD_2___j L---------i - - - 7 41.00 IL I- 2260 1 03.001 1 r 3.00 25 741 215-00 SLEC. 21SZO EXTENT OF 602 --21 _ jI I woo L%406 205 22503 _TT I D<-] 201,05 -WO.021 wzo 20ID2 1-00 CWTOMER 20100 1�) - 11-1-1 5ERVICE AREA 225.0ro 0 - REMOTE ANSUL FULL 22501 4.13 BOD01 3 (2-VAT FRYER I GRILLW ___r_ ____ - 1 SIDI 1 BOOM 163 zw L----i Is-Boo 24ZO 1 1.02 -t7 -q3l , ELEC- 1215.001 <\\ 21400 2--31 4'-6- 2'-10 21C100 I ' A 2(pAw -1 201 1 2 3 2 REMOTE ANSU PULL 0 000 (3-VAT FRYE 441 AF:F 1 f . 1 KI 41 43,15 00 44.15 -j -311 Km--FL_j -1.02 21 4 - - - - - - - 25 0 115.00 12 -03 16.01 �2 -L4LZ4 J .3000 41 - & ll CELL Ilwl 1 12 .10 1101 ED— , ic 5 122.13 21E,04_ ,^,\ 22'-0' F77?r PLIT - FUNCTION COUNTEfR KI 182-00 201 FT 1 02 61-01 a E 0 b Do 0 22400 134ZO -00 0 0 2 1 S 0)01 J 201DI 14301 201.12 EFTTI 85 5f] 2000 10.00 _Z1502 11 C�11_ I I IN y 21102 --------- 23.02 920ZO 4� l'/ L/_/z7777/,f/ —1114 ,h my� __ I j .El I T 11,KIIIIPIIIVII,Alll111771111vl7�I Sk 15304 >30 L IF CE1510=4 E7'-41/2' 2--l' 4--0' T-0- �L2'-3' L 2--a- _l'-2 2'-&' 3'-0- 12'-0' .1 -IF -All TRA5W CPU 24'-1' TRAY < ITCHEN FLAN <1 1/40 11-0 N UNDER COUNTER ELEVATION GENTERLINrE OF KV8 MONITORS SPLIT -FUNCTION GOUNTER LAYOUT CEILING 4--104 30 ELEV.B'-2' OEP 2 OEPI & ' - 0 ' CELL 115 B Ll 15/sOFF DA 5 OPTIONAL B IT STAN AUG 2 3 2002 R AKrAST SPLIT - FUNCTION COUNTER ,En,E,7 KV5 PACKAGlt�* K\/5 2 .00 SYSTEM SYSTEM Y M&RK 8. HARTLEY MODULE__� Y BACON 2'-0- CONVEYOR NUGGET SAUCE GUNS UkC CHEESE UwC 2 MUPPIN PACKAGI TOA5TE BUMP/ (4 TO EACH SIDE) 903 TOASTE!� F� No . 0202 . 62 SECONDARY SERVE ROUND UP EwmP/ D CONE)IMEN SERVE BAR BREAKFAST INTER BINS a-OVE TITLE: 4774 50'S BLDG L7 PRIN7ER % �r.TC: STFIV 435 ATLANTIC BLVD WUP HEATED PRODUCT ]iQ9r__lMw no VL��MUSTAF;V LANDII�*ZONE JACKSONVILLE, FLORIDA VL L In __ZCONDIMENT5 TRAY-3 TRAY-2 TRAY-I ST/SITE# 009-0272 Lu �=MLILJ, S 11CA6H DRAWER PAPER BASE CA13INEI 10.02 DA7E :��_ TRASH WRAP CANS cm DRAWERS Tmmw 0 MUE 07-24-02- BUNS &TOR46E SPACE C RZ'A 0 --- 17 SOI ED Uwc TRAY8t--M 11 IF 17[ 0 TRASH t I ON/cFFY24' WIDE MUFFIN EXIsl/MUMN 26' WIDE '15, WIDE PREP TABLE 51'WIDE UWr_TA5LE 10 BRAKrz Q-IWG TABLE REPLENISHING CART TOAST TABLE rep-PLACE WRAP DRAWIER5 CPU C CUPS SHEET No TYP ONC)I; ENT CART ON BOTH SIDES A\_ 2 FREfm L INE 20 NOT L.00ATr= KAS MONITOLR U5TOMER 6ERVICE AREA . BEVERAGE CA51NET DETAIL UNI)Ef;R COUNTER ELEVATION KI APOAE MUFFIN T0A5lr= 4 KI NTS AA-0003276 KI N.T.S. KI N.T.-S. R=lr.YARCWTZCTtt"Me- AUPJ0lMPM99VX0 M2 4, �A7 I )__ I (i) =11B4 c: C�r=R W 223.01 i I Lr)�OR La 3 C 2-V,041 'LI r 2 0-02 no I 0 x Optlana I I= Ipment VIF Vsrlf� in talmict VIF vr'q-rIfq in Plaid GC Gencrat Mtractor R a Relocated Equi ent EaUlf='�IENTI ., 6C�4EDIJLE R a Kalocatact Eclulpment EQIJIF�IENT 6CHEDULE 0 0 I ITEM OJQTY DESCRIPTION MANUFACTURSIR MODEL UL N512 FURNISHED GENERAL REMARKS , SPECIAL,RE<�UIREMENTS ITEM 0 JQTY DESCRIPTION MANUFACTURER MODEL ul- NeF FURNISHED GENERAL REMARK-,5 SPECIAL REQUIREMENTS 0 SEE RpV 0 0 1 1.00 1 FRONT COUNTER SEE RMKS SEE PLAN 2 r T PROJECT MANAGER FOR ago . 1% R t I I .. . . . . 1.� 1-03 1 VALANCE SHELVINIG, - Vx30' INTERMETRO 1116.�OC 2 KES F WM _J� : I W2&A I.FA CE Rk�C,�Tio L�QPPORT WALL SX39,1 I? 5� /g�T' T T Ar TO F IJS M OR ejt�l_ D �TfO 2 1.02 2 KES 2 KES 16 INTERMETRO M1836C 2 al ., jsIjv4 2 VALANCE SHELVINC KES 3 205 2 KES IS4.33 VING 2 - 4-TIER DENSTOf;R - 2 A 2 INTERMETRO ucis-Dms so 5 D§yO b'x&Tx84' P. ga 2-01 2 M1419-TC LJ�.VIW 7- 4 INTERMETRO 2 KES 86A I-B435 426 4 R65'ROT147- -TIRW DENSTOR - 2 0 5 300 3 CASH DRAWER SHELF KES 161-116 2 KES : LOCATED UNDER FRONT COUNTER ass - 1IB4150 2 DV&ELVIFZ 29,'x"1xS4' W,- 0EN8TOfR - 2 X & 3.02 1 HAPPY MEAL CONTAINER HOLDIER' KES IKE$ MOUNTS ON UNDER COUNTr=R CART ER 89 111602 1 SAFE - STANDARD BLOC NKL 5SM41252(o A5AXMC OWN 0 - 21' 0 I 4Z6 2 mENU5OAR[:) - I' POP MODULE C E1514133 KES SO 201.01 1 FRIYE-THFM CASH STAN t5P x 42 INTERMETRO DT42-8 2 KES r5nZ02'LQ A@L�M��WLW a 4D9 2 MENU50ARD - 2' Pop MODULE sFrAs 1551814153 KES IN 201.06 1 X3 PMSENTER STAND - 21, DF INTERMETRO DT30-9 2 K56 SOLID WORK TOP, WIRE SHELVES PeARA . Q) 0 0 Ci 4.10 2 MENU150AFRO - 3' MENU MODULE E1514cb3 KES I RqAPY -THRU AMTR5LT CART N -52 201.12 4 0 x 3 ' L. INTERMETRO DTFN-30 2 KE6 5 0-IBINEBADY NEXT P 0 I I�IANLI�? U FqTF EVM ANt5 F�P�jol�pj - RA 10 4.11 R CS KES T CON51NATION �RAKE/SUNDAE ITH CONE-0151-EN5ER AND 0 I WAT e3 203.00 1 TAYLOR 86341-IT SA2650 9) KES W, BEVERAGE 5TATION- KES RH 2 Kas I u Ic I N5ER CORD 0 S4 20100 2 MCFLURRY TAYLOR 5CI0 E112422 a <E6 SUPPLIED WITH FOOT PEDAL 11 1.04 1 _"ALVE�= 18855-eW- lep y BLENDER - COUNTERTOP 12 ci.04 2 UTILITY CHASE - WALL VERSION KES 6'xb'xl&' 2 KES C EP IF U-5F=D IN >1 PEN5ER - PORTIoN ?ZRTR01- 13 1000 11 $ELF-esR\/E CONDIMENT CENTER CC, C-CDC, Cco - KES S9 201.02 1 gly TAYL.OR X5203-1-2 2 KES 4 STANDARD SIZE DISPENSERS 0 IB6 20,105 1 MCFLURRY TABLE - 24' x l6' DP. H4K DALLAS 6_3814 2 KE6 INCLUDES PAN FOR SPOONS 0 tn 14 IODI I SELF-se" LID HOLDER CC-LID, CCO-LI r.' - KES cill 21400 1 CREW VIDEO BY OLLINER BY OWNER OWNER < 15 1002 1 6ELF-SERVE DISPENSER PUMPS 5E W440 2 KES , Ss 216-00 3 FOS PC HARDWARE - FRONT COUNTER BY OWNER BY OWNER OEM OWNER INCLUDES MONITOR AND CPU 0 P oD TS >% 0 tn t-, T 15A 20DO 1 AUTOMATED BEVERAGE SYSTEM KES in T I I-a - - us 56 gv� T r= 1�m I QATA L INE S-3 215.62 2 POO PC HARDWARE - 2 BOOTH D/T By OWNER BY OWNER OEM OWNER INCLUDES MONITOR AND CPU 0 00 16 2100 1 COFFEE DREWER (GLASS r_>ECANTERS) DLOOMFir=Lc> 101465VM Ee253 4 KEO SUPPLIED WITH (3) GLASS.DECANTERS 1001 2504 2 POS - KV8 MONITOR BY OWNER BY OWNER OEM OWNER 0 0 11 21.05 1 COFFEE MReWER - SOFT HEAT - SINGLE 0 2-78000000 E32066 4 KE8 INCLUDES DRIP TRAY W/GRATE 5 !1TA 1151�Y G IF IT�M OLJZ�Em ff a. JF�F 00 R�7 _fFMOUNT -AT 101 216-00 3 P08 - VIDEO MONITOR W/5UPPORTS BY OWNER BY OWNER E106-le<7 OWNER 9, A FW BOOT C2r RVER - SOFT HE 11,15 O_ 5,1AAJJ MO le 2322 3 G EE 5E 21950.0000 4 KES ID2 x 2 -THRLI CAMERA 4 MONITOR SY6TEM U86VAMSECO MC-351AVC5 I T,? 102 21 DRIVE F-IOB425 OWNER C T 100 f66g CHOOSE ONE LOCATION OCKING STATOR 0- le 23jo4 21515DOOO E32066 4 KES - F 147P FOR FRONT COUNTER 0 103 21S-00 4 FOS - RECEIPT PRINTER BY OWNER BY OWNER OEM OWNER :M..It- gm� 20 24.00 2 ORANGE JUICE DISPENSER QLT-160 OA4e*& IS KES - 104 . 220-00 x I COIN DISPENSER 15Y OWNER BY OLLNER OEM OWNER + 0 0 0 21 2C,00 I LON -FIELD 98005L 4 KES 5LOot - I0r2 1 221.01 xi I Poe - OFFICE 5Y OWNER BY OWNER OEM OWNER 0 0 22 26.00 x I HOT CHOCOLATE DISPENSER KARMA 1501-1c) E30291 15 Kr=S - 0 1061 221D2 I I ISP STAND LUXOR LEt-FPS4 OWNER AVAILA15LE THROUGH POSSUPPLIER 23 3000 1 83501-146-1 SA14e3 16 KES COMES WITH LID HOLDER 1011 223.01 1 11 WASHER MAYTAG MAT13MN E666ro <E6 0 0 F;P2 VTO� - COLI T&R&h 0 24 30.05 1 S0-20- - PO F®RIF _nRIqELIUS SA'74c33 IS KES COMES WITH LID HOLDER 1081 224.00 1 AUDIO SYSTEM 2 500TH BY OWNER 24A 31.02 1 MULTIPLEX 44-51B E121616 IS KES 10ij 225M I OFFICE PACKAGE/DESK UNIT DENSTOR 2000-0100 5u 5. tFRO01-7AIW�TOWERS� RER PEQ2f8PTVRPS 20< P9NC'E FeAWER 0 25 33.04 1 E 15.1 Imi 1880- 15 KES LTER 5Y`6TEM, N C AT R 9E*8�1n- TQ&R) CORN LIUS 2 F rA F 9,TI NVT P 110 22504 1 OFFICE PACKAGE/ 2-WALL CABINETS DENSTOR 2000-0200 C A Eg- 26 36.00 x 2 BULK COKE 10661611 IS YRUP LINES BY CHART INDUSTRIES N� i'F, 15 RIES AC 08 111 22609, 1 OFFICE FACKAGE/14IGH WOW SURFACE DENSTOR 2000-0300 C z "cu Irl-p'lWao. 31 L 0 _Q>AUR I FLFeE PACKAGE M t5R4LIER LATS5T r NY 21 31-00 x 11 5ULK CO2 STRIES S92246S AC R 112 225.0ro I 0EN6TOR 2000-0400 28 3a.00 x I CLEAN IN PLACE PANEL J�ttfs'TRIEO 10661431 16 C B X C TEkT% 113 225.01 1 WIRELESS HEA05ET CABINET 018PLAYHOUSE M-22 KE5 2S 311B.01 I ICE MACHINE - -100 LIS. SCOTSMAN gQg�g gN NOT !?R5-3A/ Nc -5jA I CREW LOCKERS DENSTOR 4-ACROSS 2 PtcNYG R r=R SA1841 12 KES r B�RANI 5 1 C 114 226.06 ONE 30 40DO 1 ICE MACHINE CHASE KES 4'x6'x4S' 2 KES 115 231-00 A PIE DISPLAY MOPM4 83BG 4 KES LOCATIM. t.l. 0 Y c�egrog;g*pg' 31 42.06, 1 icE DISPENSER - UNDER COUNTER IMI LIC-150 KES Ile 100.00 2 HAND SINK 15' x 10' GC 15' x 113' 2 GC CORNELIUS 12 32 43.15 2 HEATED LANDING ZONE FRYMASTER HLZ-22 4 KES 111 100.02 MOP SINK GC T150 2 GC 33 44 2 KES .15 1 CENTER ISLAND- 12' KES CIIwFY-I2 5�T ii,L T CABS. 116 100-04 2 WATER HEATER ELECTRIC 18KW Gc TBD 2 GC 34 1 44.16 1 CENTER ISLAND- 24' KES CII-FY-24 2 KE8 1113 -106,10 xi I BULK OIL SYSTEM MVE MCDBOS SEE Rr" 4 OLIFFLIER IF AVAILA13LE IN MAWET ETL ELECTRICAL RATIWa i '5WIV162 MY4 T PMT1#5E:I5 _FY PROVIDED WITH OUTLET:HOUSING I Y TING H 35 4432 D t�%fff3pGVASE Kae I -ECOI - KES 120 100.11 1 H4KDALLAS 21-4'x2'-4' x4' HIGH BOX Aox D 36 45.04 1 'BEVERAGE CA51NET - 12' WIDE KES BV12-4 2 KES REVERAGE CABINET BY -7#,X+C tLAS 121 900-01 - 3 4 PLACE CUP TUBE HOLISM (VERTICAL) KES TBD KE6 36A 41.00 1 SALAD CASE - FULL HEIGHT 5F5VERAGE R1184*5-26 SA29,51 I KES H 0 gi? 1122 ISOOZ2 - 3 4 PLACE CUP TU5E HOUSING (WOFOZONTAL) IKES TBD KES 1j'SpIf It 41D a X-117SI CT8. 31 4cJZ0 x I CO2 FILL BOX I/2'U)xI6'P WLMTRIES 81512629 1 K.ZS N I 955< OR 02 C INST. 38 E,102 I CUP LID HOLDER KEID AOCLH-c3 2 KES 3s 6,1.00 1 FRY BAGGING STATION 36' KES P501-4 ESS01a 2 KES 40 64.13 1 2-VAT FRYER - ELECTRIC 6/8 FRYMASTER BIH214-4caD E44511 4 KES 41 (OrPD3 I 3-VAT FRYER - ELECTRIC F/F/r- FRYMASTER 5IH314-CSD E44511 4 KE;S gRA 5 OOD ?FEW.) 42 12.00 1 FL4 I(h R KE8 UH-34 MH12155 2 IKES - AL3!VX�TAVT 43 '13.00 1 RYgOOC) (R.H.) KE6 UH-50 MH12155 2 KES - R 44 $000 -3 MECHANICAL CHASE KES 9'xI5' 6GCL. 2 KES - 4rp 51.01 1 PRODUCT LANDING SHELF - SOLID TOP fclze 2 IKES - 4ro 81.02 1 PRODUCT LANDING SHELF - CUT OUT TOP KES 2 KE5 - < ITG�4EN &C�4EDULE 5�4EET 41 ar7_00 I ARCH FRY DISPENSER RAM 28015 E140-153 4 rig R 4S sizo I WALL MOUNT FREEZER UNIT-SINGLE W2$-4 6AI32S -1 :8 Al CONTAIRVE5 - FrOUFM_ WIDE KES KE I gan (L.H.) 49 '.�4.06 C O&E.)8L4A KES UH-53 MW12155 2 KE8 ALPT(AR'N NOTE.- INFORMATION SHOWN 115 FOR 50 S6.03 2 36' CLAMSHELL GRILL - ELECTRIC ND/ MWE-c350I E2aS156 4 KE8 50TH GAS AND ELECTRIC GRILLS, LT gA f?2 FRYERS AND WATER HEATER. 51 'B'101 I MEAT FREEZER - DOUBLE WIDE KES IwIF30-4 A S 2 KES AIR-COOLE0, 851-F-CONTAINED 52 43800 1 2-TIER APPLIANCE STAND INTERMETRO &TL22 2 jKr=6 rp 3 C39DO 1 GRILL TOOL ORGANIZER KES (000B& 2 KIES 54 111.01 1 DUN CART rsW�RMETRQ CTSUN-30 2 KIES 5 rp 116-01 3 nLvlRf7t IFZ CA5iNET - 2-UVSU wELI5ILT UHC-4TP E44511 4 KES 5EE 5HEET <1 FCfR rp ro 116.13 1 P TWO SIDED, NEU, AND KES AOSHLD-I 2 KE's EQUIPMENT FLOOfR FLAN I al lk�,rA �E 51 11-1-0-1 EF Y '��:K' KE6 TLUHC-51r=-38 2 KES DUAL SIDED PREP 56 111.13 1 u IjAEkj SiDED___3B_rffF5__x_ 29, W. KE6 TLUHr,-26-38 2 KES DUAL SIDED PREP FOR ONE UHC CA51NET HC 9vi P 4 59 11800 3 Q'ING OVEN - PIN 4 SLEEVE AMANA Mr,22MP E40456 4 KES (00 11S.01 I S�E�?g� 5ZR G I?VEN KES DF /2qljN x 2, 3 D TLM52TO-43 2 IKES 61 120.03 1 RAPID TOAST TABLE -2-SIDED - 34' DP. Kr=6 TLTST-25 2 KES 62 122.10 2 VERTICAL 5UN TOASTER - PIN 4 SLEEVE ANTUNEES VCT-200RI--> SEE IRV" 4 KE-5 FiAAgs;W1 eWFVION 534105 63 122.13 1 CONVEYOR TOASTER -SHROUD TWIST LOCK AFWAUYOTT SPECIAL E43131 KES 4 1 5 A - 2-5Ir5r=D7-- 34'DP. KES '7Y P 4 K.ETCH, ro 4 123.10 T KES TLPRF-15 I MST DIMSO��MTTIFANS_ 65 131.00 1 BISCUIT OVEN WELLS M4200-36 E6010 4 KES 66 134.00 1 VEGETABLE SINK KIES 6K04-4 - 2 KE6 i;__1 143-01 1 TOMATO SABER pwi 943MCP - - KIES ro a IE71-00 I WORK SINK- 3 COMPARTMENT- W' WIDE KES SK03-4 - 2 KES (0 S 153.01 1 SMART WALL SHELVING SYSTEM INTERMETRO SW64-4K2 - 2 KE6 SYSTEM 36' x 54' 10 15304 1 SMALLWARIE WALL ORSANIZER INTIERMETRO SUD12-MFS - 2 Kee 11 154-00 11 BRUSH CA15INET TBC-1 - 4 KE6 W- 6 F 12 le�!5-00 1 GRILL TOOL SHARPENER COZZINI wus-I 2 KE6 2 -a 13 159100 1 GRILL TOOL SHARPENER SHELF KES 1581-110 - 2 KES - MARK 3. HARTLEY '14 1901.00 1 TRASH LINER DISPENSER SHELF KE5 40053 - 2 KES - 15 156.00 1 SHORTENING DISPOSAL UNIT FRYMASTER MV0050 - - KES - No . 0202 . 62 1(0 159-00 1 UNIVERSAL PARTS CART INTERMETRO IBTL29 - 2 KES - TITLE: 4774 SO'S BLDG 5 5LIFIrLlEb All U I&A 163ZO 2 FIRE EXTINGUISHER - 5 LB. ABC ANSUL SEE REMARK-,8 - TEU 4ARj!8gr8&EF1g5' SEE i�-" 435 ATLANTIC BLVD EE RW E 5UFFLIE5 JACKSONVILLE, FLORIDA, ,S L T,411:U4A 1615 163,01 2 FIRE EXTINGUISHER - 10 LI5. 5C ANSUL SEE REMARKS is 4 T�&A ST/SITE# 009-0272 11 163D2 I REMOTE ANSUL FULL ANSUL 4S35 EX3410 - SEE Rws J�EEIY OCAL ANSUL AGENT WHEN- -IfR SA2651 1 KES - IS 01-00 1 REFRIGERATOR - WORK TOP 21' wii:)i 9EM�ZE Wf;U-7-2.3 DATE I Ci 151-04 1 REFRIGERATOR - WORKTOP 461 WIDE RFF;�IERAGE UJTR46-23 SA2651 I KES ISSUE 07-24-Qz 50 182ZO I FREEZER - WORK TOP - 21' LUIDE VERAGE WTF21-23 SA26,51 I KES al . 2 F SHELVING 24' x 60, x -14' H. la-1.06 _R INTERMETRO - 2 KES 82 16S.22 4 SH LVIW_3 10' x 39;' x -16' "- INTEWETRO - 2 KES SHEET HO 4 83 1139.2-1 1 C SHEEVIFZ IS x 900, x -168 P7 2 KES __- 4 - INTERMETRO - 84 MOZ2 I ONE SHELF WALL KIT - 15'x60' INTERMETRO SH60-5 2 KF_:0 K2 a4A 1W�04 2 ONE SHELF WALL KIT - I&WPO' INTERMETRO SH&O-8 2 KES 85 IcjI.0I I VALANCE SHELVING 16'x48' INT T AT &J MI E� TTOM AA-0003276 ERMETRO M164ec 2 KE$ 5 OTH TED N.e 0 N Wllb��All SRI TAR OPINR rl E44"l' :12155 M1412_15ep 10