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3768 Orlando Dr - BC04-001362 (DUNKIN DONUTS) (NEW CONSTRUCTION) (A)PERMIT ADDRESS I. CONTRACTOR' f ADDRESS PHONE NUMBER rn PROPERTY OWNER D ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE 12 - a a SUBDIVISION vii cn PERMIT # 0 "' l ��J(l� �' DATE PERMIT DESCRIPTION PERMIT VALUATIONl��C) rJU SQUARE FOOTAGE I rj r� Wa J Y 1 — I 2 3 — I 4 5 6 7 8 9 1 _10_ REVIEWED FOR DESIGN CONFORMANCE ONLY APPROVAL FOR THESE PLANS BY ALLIED DOMECQ DOES NOT IMPLY THAT ALLIED DOMECQ HAS REVIEWED THEM FOR CONFORMITY TO APPLICABLE CODES OR REGULATIONS ❑ APPROVED ❑ APPROVED AS NOTED: Submit Record Copy for Archives ❑ DISAPPROVED AS NOTED: Revise and Resubmit ❑ INCOMPLETE INFORMATION: Add requested information and resubmit Date: ALLIED DOMECQ QSR Construction Manager Notes: U INDEX AB BREVI INDEX & AND COVER SHEET/ ARCHITECTURAL DATA 0 AT SCHEMATIC SITE PLANS AND DETAILS A/C AIR CONDITIONING GALV. A.D. AREA DRAIN QTY. A.F.F. ABOVE FINISH FLOOR GYPSUM BOARD ALUM. ALUMINUM ALLIED DOMECQ ALT. ALTERNATE TYPICAL EXTERIOR WALL SECTIONS APPROX. APPROXIMATE HDR. 8D. BOARD REF. BLDG. BUILDING HOLLOW METAL BM. BEAM = BSMT. BASEMENT INTERIOR ELEVATIONS/ FINISH SCHEDULES BTWN. BETWEEN HGT. BOT. BOTTOM REQ'D C.L. CENTER LINE INSIDE DIAMETER C. T. CERAMIC TILE RESILIENT CLG. CEILING ROOF FRAMING PLAN CLOS. CLOSET INT. CM CONSTRUCTION MGR. R.O. CMU CONC. MASONRY UNIT JOINT COL. COLUMN SCHEDULE COMBO DUNKIN'/BASKIN PLUMBING DETAILS SEC. DUNKIN'/TOGO'S LAM. LAMINATE TOGO'S/BASKIN S.F. CONC. CONCRETE LAVATORY CONT. CONTINUOUS SHEET CONST. CONSTRUCTION LIGHTING PLAN & DETAILS DEPT. DEPARTMENT MAS. DTL. DETAIL SPEC. D.F. DRINKING FOUNTAIN MAXIMUM DIA. DIAMETER LL_ DIM. DIMENSION DISP. DISPENSER MTL. DN. DOWN STD. DR. DOOR MANUFACTURER D.S. DOWN SPOUT STEEL DWG. DRAWING z EA. EACH MISC. EL. ELEVATION Si:SP. ELEC. ELECTRICAL MASONRY OPENING EQ. EQUAL W EQUIP. EQUIPMENT EXIST, EXISTING N.I.C. EXT. EXTERIOR THRU F.D. FLOOR DRAIN NUMBER FIN. FINISH _r^ OF PLATE FL. FLOOR F.O. FACE OF N.T.S. FT. FOOT T.O.SL . FURN. FURNITURE 0 TRT. U INDEX OF DRAWINGS INDEX CS AGGE551BILITY CODE: COVER SHEET/ ARCHITECTURAL DATA GA. GAUGE SCHEMATIC SITE PLANS AND DETAILS 0. T. QUARRY TILE GALV. GALVANIZED 2002 EDITION QTY. QUANTITY GYP. BD, GYPSUM BOARD A-4 R. A. ALLIED DOMECQ HDWD. HARDWOOD TYPICAL EXTERIOR WALL SECTIONS RAD. RADIUS HDR. HEADER TENANT OCCUPANCY: REF. REFRIGERATOR H.M. HOLLOW METAL A-9 REINF. REINFORCING HORIZ. HORIZONTAL INTERIOR ELEVATIONS/ FINISH SCHEDULES REV. REVISION HGT. HEIGHT 302 50. FT. 21 REQ'D REQUIRED I.D. INSIDE DIAMETER S-2 RESIL. RESILIENT INSUL. INSULATION ROOF FRAMING PLAN RM. ROOM INT. INTERIOR RECE114ED R.O. ROUGH OPENING JT. JOINT K-4 SCHED. SCHEDULE KIT. KITCHEN PLUMBING DETAILS SEC. SECTION LAM. LAMINATE S.F. SQUARE FOOT LAV. LAVATORY M-2 SHT. SHEET LT. LIGHT LIGHTING PLAN & DETAILS SIM. SIMILAR MAS. MASONRY SPEC. SPECIFICATION MAX. MAXIMUM E-5 SQ. SQUARE MECH. MECHANICAL S.S. STAINLESS STEEL MTL. METAL STD. STANDARD MFR. MANUFACTURER STL. STEEL MIN. MINIMUM z STRUCT. ;STRUCTURAL MISC. MISCELLANEOUS Si:SP. SUSPENDED M.O. MASONRY OPENING TEL. TELEPHONE MTD. MOUNTED THK. Tu{rK N.I.C. NOT IN CONTRACT THRU 1HROUGH NO. NUMBER T.O.P. _r^ OF PLATE NOM, NOMINAL T.O.S. TOP OF STEEL N.T.S. NOT TO SCALE T.O.SL . TGF' OF SLAB 0. A. OVERALL TRT. TPL r% LD 0. C. ON CENTER TYP. TY.'ICAL 0. D. OUTSIDE DIAMETER V.C.B. VINYL COMPOSITION BASE OPNG. OPENING V.C.T. VINYL COMPOSITION TILE OPT. OPTIONAL VERT. VERTICAL PL. PLATE V.I.F. VERIFY IN FIELD P.LAM. PLASTIC LAMINATE V.W.C. VNl WALL COVERING PLUMB. PLUMBING W/ WITH PLYWD. PLYWOOD W. C. WATER CLOSET PR. PAIR WD. WOOD PROP, PROPERTY W/0 WITHOUT P.S.F. PER SQUARE FOOT WP. WATERPROOFING P.S.I. PER SQUARE INCH WT, WEIGHT PTD. PAINTED WWM, WELDED WIRE MESH P.V.C. POLY VINYL CHLORIDE GRAPHIC SYMBOLS SECTION NUMBER FINISH NUMBER Al 202 P-1 SHEET NUMBER SECTION FINISHES -� DETAIL NUMBER ROOM NAME (DE TAO --� -H1 101 3011, — ROOM NUMBER SHEET NUMBER ROOM DETAIL 1a DOOR MARK PARTITION KFY m DOOR PARTITION TYPES Taxx B COLUMN REFERENCE GRIDS EQUIPMENT TAG OR DRAWING NOTES INTERIOR ELEVATION INDICATOR 3 4 - VA 00 'Nrl D U K_ (A FS "DO" v Baskin Robbins 10/20/03 DESIGN RELEASE KEY MAP 10/20/03 TAX PARCEL I.D. NUMBER 11-20-00-019-0000-0020 N OF DRAWINGS INDEX CS AGGE551BILITY CODE: COVER SHEET/ ARCHITECTURAL DATA SP -1 SCHEMATIC SITE PLANS AND DETAILS A-1 ELECTRICAL CODE: FLOOR PLAN, NOTES & PARTITION TYPES A-2 2002 EDITION REFLECTED CEILING PLAN, SCHEDULES, DETAILS A-3 LOAD REQUIREMENTS OF 5E6TION 1606 FINISH FLOOR PLAN/ SCHEDULE / DETAILS A-4 0 ROOF PLAN/ ROOF DETAILS A-5 BUILDING TYPE: TYPICAL EXTERIOR WALL SECTIONS A-6 RESIDENTIAL d3 TYPICAL EXTERIOR WALL SECTIONS A-7 TENANT OCCUPANCY: MISCELLANEOUS DETAILS/ NAT, ACCOUNT INFO A-8 EXISTING�'� EXTERIOR ELEVATIONS AND FINISH SCHEDULE A-9 MAX. DISTANCE TO EXIT REQUIRED: EXTERIOR ELEVATIONS AND FINISH SCHEDULE A-10 54' FT. INTERIOR ELEVATIONS/ FINISH SCHEDULES A-11 RESTAURANT OCCUPANCY ( I PER INTERIOR ELEVATIONS/ SCHEDULES A-12 302 50. FT. 21 ELECTRIC & PLUMBING SLAB PENETRATION PLAN S-1 WOMEN MEN FOUNDATION PLAN S-2 NUMBER OF HATER GL05ET5 PROVIDED: DETAILS & NOTES S-3 SITE LOCATION ROOF FRAMING PLAN K-1 LAT: 28°45'32" N EQUIPMENT PLAN AND SCHEDULE K-2 RECE114ED EQUIPMENT PLAN AND SCHEDULE K-3 I MOP SINK EQUIPMENT PLAN AND SCHEDULE K-4 EQUIPMENT PLAN AND SCHEDULE P-1 LM PLUMBING DETAILS P-2 WATER SUPPLY, GAS AND WASTE RISERS, NOTES P-3 DETAILS M-1 HVAC FLOOR PLAN AND SCHEDULES M-2 bo HOOD DETAILS, NOTES AND SCHEDULES E-1 -- LIGHTING PLAN & DETAILS E-2 j o POWER PLAN AND DETAILS E-3 COMMUNICATION PLAN & DETAILS E-4 ELECTRIC PANELS, ELECTRIC NOTES, RISER E-5 EQUIPMENT SCHEDULE KEY MAP 10/20/03 TAX PARCEL I.D. NUMBER 11-20-00-019-0000-0020 N o FLORIDA BUILDING CODE: 2001 EDITION AGGE551BILITY CODE: INCLUDED IN FLA. BUILDING CODE glRpoRT 2001 EDITION FLORIDA PLUMBING CODE: 2001 EDITION ELECTRICAL CODE: NEG 2002 EDITION NFPA-101 CODE 2002 EDITION THIS STRUCTURE HAS BEEN DE516NED TO MEET OR EXCEED THE 110 MPH HIND LOAD REQUIREMENTS OF 5E6TION 1606 OF THE 2001 FLORIDA BUILDING GORE. 0 o TYPE IV, UN5PRINKLERED BUILDING TYPE: UNPROTECTED TOTAL BUILDING SQUARE FOOTAGE: RESIDENTIAL d3 OGGUPANGY GLA551FIGATION: GROUP: M TENANT OCCUPANCY: r J' EXISTING�'� NUMBER OF EXITS PROVIDED: 3 MAX. DISTANCE TO EXIT REQUIRED: WAL-MART CENTER MAX. P15TANGE TO EXIT PROVIDED: 54' FT. OCCUPANCY CALCULATIONS SUPER RESTAURANT OCCUPANCY ( I PER 15 5Q.F. NET) NET PUBLIG AREA (5EATIN6) 302 50. FT. 21 W. LAKE MARY BLVD FIXTURE COUNT WOMEN MEN REG. NUMBER OF HATER GL05ET5: I I NUMBER OF HATER GL05ET5 PROVIDED: I I REG. NUMBER OF LAVATORIES: SITE LOCATION RESIDENTIAL RESIDENTIAL LAT: 28°45'32" N , 2 HAND SINKS RECE114ED LON: 81°1T11" W z I MOP SINK 5 12. 7 BUILDING DATA DESIGN CODES: Q w F- FLORIDA BUILDING CODE: 2001 EDITION AGGE551BILITY CODE: INCLUDED IN FLA. BUILDING CODE FLORIDA MECHANICAL CODE: 2001 EDITION FLORIDA PLUMBING CODE: 2001 EDITION ELECTRICAL CODE: NEG 2002 EDITION NFPA-101 CODE 2002 EDITION THIS STRUCTURE HAS BEEN DE516NED TO MEET OR EXCEED THE 110 MPH HIND LOAD REQUIREMENTS OF 5E6TION 1606 OF THE 2001 FLORIDA BUILDING GORE. 0 o TYPE IV, UN5PRINKLERED BUILDING TYPE: UNPROTECTED TOTAL BUILDING SQUARE FOOTAGE: 2,130 50. FT. OGGUPANGY GLA551FIGATION: GROUP: M TENANT OCCUPANCY: RESTAURANT (DUNKIN DONUTS) REG. NUMBER OF EXITS= 2 NUMBER OF EXITS PROVIDED: 3 MAX. DISTANCE TO EXIT REQUIRED: 250 FT. MAX. P15TANGE TO EXIT PROVIDED: 54' FT. OCCUPANCY CALCULATIONS rr RESTAURANT OCCUPANCY ( I PER 15 5Q.F. NET) NET PUBLIG AREA (5EATIN6) 302 50. FT. 21 SEATING PER FURNITURE LAYOUT (SHEET A-3) 20 OCCUPANTS FIXTURE COUNT WOMEN MEN REG. NUMBER OF HATER GL05ET5: I I NUMBER OF HATER GL05ET5 PROVIDED: I I REG. NUMBER OF LAVATORIES: I I NUMBER OF LAVATORIES PROVIDED: I I ADDITIONAL FIXTURES: 2 HAND SINKS RECE114ED I RINSE SINK z I MOP SINK W I -THREE COMP. SINK (NO DRINKING FOUNTAIN REQUIRED) ALLIED DOMECQ DATA SQUARE TYPE FOOTAGE DIMENSIONS BUILDING 2,130 30' X 71' STORE DIMENSIONS: SQ. FOOTAGE RETAIL SERVICE AREA 770 SEATING AREA 230 KITCHEN / PREP. AREA 600 REST ROOMS / OFFICE / ALCOVE 210 REFRIG/FREEZER COMBO SQ. FT. 160 - SEATING: # OF TABLES # OF SEATS # OF BARRIER FREE SEATING UNITS TOTAL # OF SEATS REST ROOMS: BARRIER FREE REST ROOMS YES ACCESS TO PUBLIC YES LOCATION INSIDE 10 19 1 20 NUMBER 2 11 I 12 13 14 (n W (n O W U � U I--- � O U LOT 2 1 LIVE OAK CENTERLliCn R E W.LUD ct�SANFORD. FLI­- B]. z ECKW W Sanford e rev tion h Div. 0 PC #: 388646 Date: z U � ' W � 0 C�1 Pr -- - - Q O DESIGN CODES nrrjpr� Ul I IUL UUj I - - W W 2001 FLORIDA BUILDING CODE _ 2001 FLORIDA MECHANICAL CODE PLANS REVIEWED Q 2002 NATIONAL ELECTRICAL CODE CITY OF SANFORD 2001 FLORIDA PLUMBING CODE 2001 FLORIDA GAS CODE 2001 FLORIDA ENERGY EFFICIENCY CODE 2002 LIFE SAFETY CODE z 2001 FLORIDA ACCESSIBILITY CODE LL! c\ G ADA STATEMENT 0 I HEREBY CERTIFY THAT THE PLANS AND DRAWINGS FOR THIS 0 PROJECT WERF7 l `#, oVvVN IN ACCORDANCE WITH ALL FEDERAL, Q STATE AND LOCA_ LAWS, INCLUDING, BUT NOT LIMITED TO, THE AMERICANS WITH E,,SABILITIES ACT (THE "ADA"), THE ADA ACCESSIBILITY GUIDELINES AND ANY STATE OR LOCAL ACCESSIBILITY CODES, REGULATIONS, OR STANDARDS _ Date: 5''0 ARCHITECT'S SIGNATURE ERE z 0 Q U - LL U W DRIVE—THRU: CO Of YES/NO YES 0 MENU BOARD SIZE (SINGLE, COMBO) COMBO z CAR LENGTHS FROM MENU TO WINDOW 3 -- STACKING (TOTAL # OF VEHICLES) 6 W ESCAPE LANE YES a 0 DRIVE THRU TIMER SYSTEM YES 7 i� FASCIA " f 0 NUMBER LENGTH FT. LENGTH IN. WIDTH FT. WIDTH IN. TOTAL SQ. FT. W BR(1) 1 6'-8" 80" 3'-0 36" 21, z BR(2) 1 9,_0„ 96„ 3'-0>t 36" 3.0 0 DD(1) 1 6'-8" 80" 3'-0" 36" 21 Q DD(2) 1 9'-0" 96" 3'-0" 36" 30 LL' PYLON LL z BR 1 9'-5" 113" 3'-3" 39 39 DD 1 9'-5" 113" 4'-6" 54 544 z DD/BR 1 9'-5" 113" 8'-5" 101 101 ,0 12 13 �t- o Q w F- Q � N 0 z o M 0 Q co co W J ii Z o co 0 o V) W W O I UD bt I 00 00 < O a� jr I-- rr O 0 W0 O z O N U _j 0�1 n z W LM z O_ 0 W bo -- j o �> 0 LLJ w q O ~a 0 101 �t- o Q w F- Q � N 0 z 0 Q < W J ii Z o o 0 o V) W W J Q UD _� 00 < O w Q jr I-- rr O 0 W0 z >w U _j U n z z O_ 0 �> 0 LLJ w 0 101 z CS Q � W < rLLY W W W J CO UD _� 00 < O jr I-- rr O LL W0 z >w U _j U n CV Q CS S NOT TO SCALE PROPOSED SITE PLAN 10/20/03 GROUND LOOP Q VEHICLE DETECTOR - SEE SHT. E-2 FOR COMPLETE INFO I r0 j 1" PVC CONDUIT FROM GROUND NOTE,: SEE ADQSR WEBSITE, - LOOP TO BLDG. www.adrus.com/extranet, FOR j FOR DRIVE THRU COMPLETE INSTALLATION / TIMER INFORMATION AND DETAILS /BUILDING/ NOTE: PROVIDE PVC CONDUIT FOR ALL NEW LOCATIONS; SAW -CUT AT EXISTING LOCATION WHERE NECESSARY CONCRETE PAD AREA OF. DRIVE-THRU WINDOW O CURB DRIVE- THF- J TIMER CO WINDOW NOTE: REFER TO CVL DRAWINGS FOR ALL SITE INFORMATION SITE PLAN BASED ON SITE CIVIL DRAWINGS BY: ham, Inc. r anizatlon of En sneers, Serve ors 4 Laidsc4pe Architects P.O. Box 1105 • 265 Kenilworth Avenue • Ormond Beach, Florida 32174 (386)672-9515 • FAX (386)673-6554 LB# 0003612 • LC# 0000357 Visit us at: www.uphamincx,�= 02003 ROGER W. STRCULA, PE #52784 DATED: NOV. 111 2003 NOTE: SEE ADQSR WEBSITE, www.adrus.com/extranet, FOR COMPLETE INSTALLATION i' r0 3' SPEAKER TOWER & INFORMATION AND DETAILS MIN. 4 DIA. CONCRETE FILLED MENU CONFIRMATION " BOARD STEEL PIPE, PAINT SHERWIN o WILLIAMS #SW 6293 FABULOUS GRAPE LINE OF PAVING - BOLLARDS- SEE SPECIFICATIONS �1' X 54" GROUND 151 - LOOP VEHICLE �� BUILDING DETECTOR -SEE SHT. PAVEMENT THICKNESS E-2 FOR COMPLETE INFO o NOTE: REFER TO LOCAL CODE FOR REQUIRED DEPT NOTE: PROVIDE PVC - 4 OF FOOTING CONDUIT FOR ALL - NEW LOCATIONS; COMBO POURED CONCRETE FOOTING SAW -CUT AT EXISTING LOCATION WHERE * SEE SITE PLAN INECESSARY FOR LOCATIONS NOTE: DRIVE-THRU DRIVE-THRU MENU SHOULD BE MENU BOARD PLACED AT A 45'ANGLE TO ONCOMING TRAFFIC I /'-6" MIN. (WHERE POSSIBLE) 'f 6 BOLLARD DETA 10/20/03 V - DR E THRJ MENU COJT(PREE,) 3/4"--1'-0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" NOT TO SCALE MENU BOARD 1" CONDUIT (LOW`—SPEAKER POST . VOLTAGE) & 5'-0" MIN PULL STRING FOR FUTURE ORDER w Uj (1/ CONFIRMATION z Z z TRIANGULAR SHAPED EQUIPMENT IBASED �, PIECE OF PAVEMENT OOTINGN MFG. AND CAN BREAK OFF CODE w LANE OF ASPHALT OR I-DCONCRETE DON'T I. III III= IIII III=III III I1-1 I II I 12" MINIMUM III I 11—III I EI 1 I_ I I H III I I cUR6 III _„ I{2 INDEPENDENT" III=III=1 I III—III—III—I I IEI I I I I— INCH CONDUIT 1Ill-1 I I—GROUND LOOPS r= 1=III=III=III=III I I—III_WITH ELECTRICIAN --1 IFOR - T _11 7 I I- III -7111711 El I I I EIINSTALLED PULL—_1II-COMMUNICATIONS:I LJ I =1 I I=1 rr=r 1—III=1 11=1 11-1 I _ I I=1 11—STRING _ =1 I I=1 i I=1 I I=1 II /1I - DRIVE DRIVE TNR11 THRU /hog ENTER [ENTER ltit / EXIT EXIT SIGN FACES 2'-7)/„ 1Y2" TYP R NOTE: SEE DETAILS ABOVE FOR FACE DESIGNS. SQUARE TUBE STEEL POLE SIDE VIEW FRONT VIEW AREA OF SIGN: 2.98 SQ FT LIGHTING: 1 x F30 T12 CW/HO COLOR NOTES: Cans and Poles : Royal Plum, match PMS #222U -Satin paint finish (Sherwin Williams #SW6293 Fabulous Grape recommended) 4 DIRECTIONAL S GN DETA LS 10/20/03 1/2"4_0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" R LO I Co 3V TYP. DUM"KIN""' 00HU10 r<, 3� RINoog�JIl�12 '� DRIVE THRU 22 GA ALUM. SHROUD NOTE: FOR ADDITIONAL PYLON SIGN INFORMATION AND STANDARDS, REFER TO SQUARE TUBE www.adrus.com/extranet STEEL POLE PAINTED FRONT VIEW COLOR NOTES: SIDE VIEW Cans and Poles: Royal Plum, match PMS #222U -Satin paint finish (Sherwin Williams #SW6293 Fabulous Grape recommended) DRIVE THRU and Dividers: Black I=1 I I=1 I—III=1 I=1 I—III=1 I I=1 I IIII I I I II IIII I VIII i I I I I II I II Illll I VIII II I II i MITI NOTE: THESE DETAILS ARE TO BE SPEAKER DRIVE-THRU USED ONLY ON EXISTING CONTAINED MENUBOARD INSTALLATIONS -USE PVC CONDUIT WITHIN SIGN _ 1" CONDUIT J INCH 110/15 AMP /. 20 AMP COMMUNICATION DEDICATED DO AT ALL NEW INSTALLATIONS ELECTRIC CONDUIT CIRCUIT 0 DRIVE—THRU MENU LAYOUT(ALT.) 9 DRIVE-THRU MENU SECTION 10 SAW CUT DETAILS 11 PYLON SIGN DETAIL 10/20/n7 NOT TO SCALE NOT TO SCALE NOT TO SCALE 1/4"=1 —0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED 0 1 7" O M co co �0 I c� C�0 0 Cq 0 Q) +a cy:) 0 w ci 7j u41o W'e 00 u� b N OLd a Ln N o z z o a CO Ljj LLJ _j Q Z Q 0- J Q o V) v o < I.._ 00 00 w 0 �..� ❑ 0 a F— ❑ WQ 2z U J V) W ❑- N = V z Z O_ Q I= Ch (n ULJ W� O .77,77-Z O wn. 1 z CO Z CL. J LLI LL � C0 I.._ 00 00 0 �..� ❑ 0 z F— ❑ WQ 2z U J W ❑- N = V wn. 1 �0 J 12" BLOCK W/ STUCCO FINISH 2 --- 3 - - MONOLITH DESIGN GUIDANCE : THE MONOLITH CONTAINING THE SIGNAGE MUST ALWAYS BE PLACED IN THE MOST PROMINENT LOCATION, ALWAYS SELECT THE SIDE OF THE BUILDING THAT HAS THE BEST VISIBILITY TO CONSUMER TRAFFIC. -0" 24'-8"41 4 7 8 9 10 11 11'-8" HOLD - 12" SPLIT FACE BLOCK 10'-10" HOLD 2'-8" A.F.F. 8 -- - - I A -8 -- - _ L �_ ( 4 2'_ - - ---- -8" 28'-8" I�ONOLI H ❑ MNOLIT q N II _ DD _ IVE i, - 10lie I LEL 5'-3,. - _ KITCHEN Io o . 110 r i 4 (o21 DUNKIN' DONUTS 2 21 1 6 17 t8 5" 4 I I 11 A-10 E VICE AREA A -s A-10 ., A-10 1 - 104 t - , 11 L JL1 0 I/\II \III I IL � SALES AREA 15 i► -to los - 1 Ut B : A 11 12 i 108 • 102 L 5 6'-1., -2.. � 5• z B B I 11TY- O O 0 O I 3 �- ------ TS ORAGE 0 I Ilt;�r i -I' i�� �.(\D[ � - 2 SEATING AREA - O ; V� M E 1 - 3E 106 r""A-10 ;.. A-10 114 ® �o 1 1 I - -- L 1 r5 ,00 ,00 t=1 1- - I 106 --- �: M N' E A-11 ` - �, , ELEC. PANELS; - r r° , 105 • ' +� .o. .o� C� ,o�® 3 -3 3 -6 3 -3 ,2J�'`��'; SIM. '� i4 0 © �.� ALCOVE5 20 ----SEE ELECT. 11 +oo +oo ® - I / SHEETS 105 - -_ .� 10 " 6-5 7-9 6 14-11 0 - - 2'-4" _ 10'-0" "''-8" 2'-8" 10'-0" 2'-8" 26'-8' 4'-4" MONOLITH MONOLITFr SEE DWG #4 U- W U 1/411=11-0" A-6 SHT. A-11 FOR ELECTRIC METER - PROVIDE - TOILET ROOM APPROPRIATE CONNECTION TO DIMENSIONS 2 ELECTRIC PANELS AS PER 1 3 A-5 q -g q_9 FEDERAL, STATE, AND LOCAL CODES 71'-8" ALLIED DOMECQ QSR D13 6430 FLOOR PLAN COOLER/FREEZER NOTE: DWG. IS NOT TO SCALE _W/ IF SHEET PLOTTED ON 11" x 17" CrJ ROOF DECK 8' BLOCK CONTINUE EVERY 3RD - MEMBER TO ROOF DECK - STUCCO FINISH L=- 5Y5TEM 5EE PLAN FOR 5/8' MIN.THK. (TYP.) SUSPENDED CEILING OR d^- 1/7' GYPSUM BD. ON w METAL SUSPENSION I 0 SYSTEM SEE PLAN FOR 0 LOCATION, ELEV. 2'-8' 4' WOOD OR METAL 00 STUDS s 16' O.C. 4' BULLN05E TO �° MATCH COLOR OF SPLIT FACE VENEER TYPICAL SUBSTRATES FOR INTERIOR WALLS (TYP.) SHALL BE AS FOLLOWS: KITCHEN AND ) m STORAGE AREAS: 0'-0' TO 3'-0' - 12' SPLIT FACE DUROCK CEMENT BOARD, 3'-0' AND ABOVE BLOCK 5/e' PLYWOOD. SERVICE AREA: 5/8 PLYWOOD SALES AND SEATING AREAS- 5ifi' Lo FLOOR GYPSUM BOARD A B ROOF DECK STUCCO -FINISH STUCCO -FINISH CONTINUE EVERY 3RD (REFER TO ELEV5J (REFER TO ELEVS.) MEMBER TO ROOF DECK (TYP.) SUSPENDED CEILING OR 4' BULLNOSE CAP TO 4- BULLNOSE CAP TO MATCH SPLIT FACE MATCH SPLIT FACE 1/2' GYPSUM BD. ON COLOR BELOW FCOLOR BELOW Q 2 PARTITION TYPES - 1 -1/2"=1'-0" NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" -- -1 2 3 4 ELEV. 2'-8' TOP OF SPILT FACE BL 4' LIGHT GRAY SPLIT FACE BLOCK VENEER W BLOCK (REFER TO STRUCT, PLUGS) ELEV. 0'-0' FINISHED FLOOR ENCLOSED COOLER NOTE: FOR LOCATIONS WITH INTERIOR WALK-INS, PROVIDE FLOOR DRAIN WITHIN 5' FT. OF WALK-IN FOR CONDENSATE DRAIN CONNECTION FROM INTERIOR OF WALK-IN (TYP.) NOTE: MINIMUM SQUARE FOOTAGE FOR WALK-IN FREEZER IS 154 S.F., FOR WALK-IN COOLER 42 S.F. 12 NOTE ALL COFFEE BREWING STATIONS, COOLATTA / ICE COFFEE, RACK OVEN, ICE MACHINES TO BE CONNECTED TO FILTERED WATER SUPPLY BY G.C. ALL PAPER TOWEL DISPENSERS BY G.C. LOCATE @ ALL SINKS EXCEPT BATHROOMS CURBING FOR CONDENSER UNITS OF WALK-IN COOLER/FREEZER WILL BE SUPPLIED BY OWNER 00 & INSTALLED BY CONTRACTOR I 0 M <A-9 NOTE: FOR STORES WITH CELLARS, THE FLOOR, WALL, AND CEILING FINISHES WILL BE THE SAME AS THE FINISHES FOR THE KITCHEN. REFER TO THE FINISH SCHEDULES ON SHEETS A-2, A-3 AND A-10 FOR THE PROPER FINISHES 7'-0" \� - MAINTAIN 2" MIN. CLEARANCE AROUND 10'-4" FREEZER/COOLER ADA NOTES: THE GENERAL CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE BARRIER FREE REQUIREMENTS FOR THE APPLICABLE STATES AND THE AMERICAN DISABILITIES ACT (ADA) AND SHALL INSURE THAT THIS FACILITY WILL BE ACCESSIBLE ACCORDING TO THE STRICTER REQUIREMENTS OF THE APPLICABLE STANDARDS, THE FOLLOWING IS A PARTIAL LIST OF REQUIREMENTS. 1. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE FLOOR AND BE LEVER TYPE. 2. TOILETS: A. LAVATORY TO HAVE LEVER HANDLES, SPRING FAUCETS OR SELF METERING FAUCETS. B. A COAT HOOK 48" ABOVE THE FLOOR SHALL BE MOUNTED ON THE BACK SIDE OF THE BARRIER FREE STALL DOOR, C. LOCATE THE WATER CLOSET 18" FROM THE CENTER LINE OF THE FIXTURE TO THE WALL. THE SEAT WILL BE 17" TO 19" ABOVE THE FLOOR TO THE TOP OF SEAT. FLUSH HANDLE TO BE ON EXPOSED SIDE OF WATER CLOSET. D. PROVIDE ONE 42" AND ONE 36" LONG x 1 1/2" OUTSIDE DIAMETER PEENED GRAB BARS, 1 1/2" FROM THE WALL WITH ONE BEHIND AT 6" FROM THE WALL AND ONE ADJACENT TO AT 12" FROM THE WALL 33"-36" PARALLEL TO AND ABOVE THE E. EMRORY TO BE MOUNTED 34" MAX. ABOVE THE FINISHED FLOOR TO RIM WITH KNEE SPACE OF 30" IN WIDTH AND 27" IN CLEAR HEIGHT. (29" CLEAR UNDER F. RK9LEDpEWR 40" MAX. ABOVE THE FINISHED FLOOR (TO BOTTOM) AND 72" TO TOP. G. DISPENSERS TO BE MOUNTED A MAXIMUM OF 42" ABOVE THE FLOOR TO ALL OPERATING OR DISPENSING SLOTS. H. TOILET PAPER DISPENSERS MOUNTED 19" MIN. TO CENTER LINE ABOVE THE FLOOR. CORE -DRILLED TABLE 3 NO SCALE 7 TABLE LEGEND. 0 OPLAN NOTES: 10/20/03 1. CASEWORK BY OTHERS. 2. SLIDING DRIVE-THRU WINDOW BY READY ACCESS - SEE ALLIED DOMECQ SPECIFICATIONS 3. ROOF LADDER - WHERE ALLOWED BY CODE 4. JANITOR'S SINK. 5. RECESS MOUNT HAND DRYER - MODEL #RASE, ELECTRIC AIRE BY WORLD DRYER. 6. BAG IN BOX UNIT 7. PROVIDE SHELF AND STRAPPING FOR WATER HEATER WHEN MOUNTED OVER MOP SINK- SEE DETAIL 8. BOLLARD - SEE DWG. #6, SHT. SP -1 9. 3 COMPARTMENT SINK W/ 2 INTEGRATED DRAIN BOARDS 10. FROST PROOF HOSE BIB 11. 2" X 2" 16 GA. STAINLESS STEEL CORNER GUARDS, 6'-2" LONG (TYPICAL THROUGHOUT KITCHEN) 12. STORAGE AREA ABOVE OFFICE - SEE DWG. #4, SHT. A-2 FOR DETAILS. 13. 30" WIDE STAINLESS STEEL HAND SINK W/ HIGH SPLASH SHIELDS (BY G.C.) 14. SEE DWG. #4, SHT. A11 FOR ENLARGED BATHROOM AREA PLAN 15. PROVIDE UTILITY AND CLEANING ACCESS AT ALL FRONT LINE CASEWORK W/ DRAINS (TYP.) 16. PROVIDE DIRECT LINE W/ TEMPERATURE REGULATOR VALVE FROM HWH TO ALL HAND WASHING SINKS 17. FUTURE INTEGRATED SANDWICH STATION 18. MAINTAIN 2 FT. MINIMUM CLEARANCE AT SIDE OF FUTURE INTEGRATED SANDWICH STATION 19. SEE FINISH SCHEDULE ON SHEETS A-10 AND A-11 FOR WALL FINISHES 20. WATER FILTRATION SYSTEM (BRANCH OFF MAIN LINE) FOR COFFEE BREWING EQUIPMENT, ICE MACHINES, POST MIX: LOCATE ABOVE WATER METER 21. PAS. OUTLET BOX (48" A,F.F,) WITH j�" CONDUIT W/ PULLSTRING TO CEILING 10 11 13 14 OgQ�. Fite �� foat • I �cJJ © Pip ERALNOTES: 10/20/03 10/20/03 1. TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS: KITCHEN AND STORAGE AREAS: V-0' TO Y -Ow - V DUROCK CEMENT BOARD, S-0' AND ABOVE - WLYWOOD. SERVICE AREA: V MIN. PLYWOOD SALES AND SEATING AREAS: V GYPSUM BOARD GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN BATHROOMS FOR GRAB BARS, LAVATORIES, HAND DRYERS, MIRRORS, PAPER TOWEL DISPENSERS, SOAP DISPENSERS, AND OTHER ACCESSORIES AS REQUIRED UNLESS OTHERWISE NOTED. 2. DIMENSIONS SHOWN ARE TO THE FACE OF FINISH. 3, REFER TO SHEETS K-1, K-2, K-3 AND K-4 FOR INFORMATION REGARDING THE EQUIPMENT AND EQUIPMENT LAYOUT. 4. SEE SHEET A-7 FOR DOOR SCHEDULE AND DOOR & FRAME TYPES. 5. THESE PLANS ARE CONSIDERED MINIMUM ALLIED DOMECQ CORPORATE DESIGN REQUIREMENTS. THE STRUCTURAL DESIGN, FOOTING DESIGN, ADA COMPLIANCE AND GENERAL BUILDING REQUIREMENTS MUST BE EVALUATED AND CERTIFIED BY AN ARCHITECT REGISTERED IN THE STATE WHERE THIS STRUCTURE IS TO BE BUILT. 6. SEE SITE PLAN PROVIDED BY OWNER FOR NUMBER AND LOCATION OF THE FOLLOWING SITE FURNISHINGS: WASTE RECEPTACLE #4301, C -BT BEACHTAN W/ BLACK LID, FINISH - SANDBLAST, SIZE - 22" X 22" X 33" HIGH, ASHTRAY #0215, C -BT BEACHTAN, FINISH - SANDBLAST, SIZE - 15" X 15" X 20" HIGH, 7. PROVIDE FIRE EXTINGUISHERS, TYPE ABC, WALL HUNG, TOP 0 5-0" A.F.F. (BY G.C.). - NUMBER AND LOCATION AS DETERMINED BY LOCAL CODE 8. IF LARGER OFFICE IS REQUIRED, EXPAND TOWARD BOH, NOT FOH 9. REFER TO WEBSITE www.adrus.com/extranet FOR ALTERNATE FLOOR PLAN WITH OPTIONAL SECOND DRIVE-THRU WINDOW 10. BEVERAGE REFRIGERATOR TO BE 54" WHEN NOT AGAINST WALL. 11. TRAINING MODULE IS A MOBILE UNIT - COORDINATE UTILITY LOCATIONS AS NECESSARY a� METAL 5U5PEN51ON CrJ w Ww - aC%.- L=- 5Y5TEM 5EE PLAN FOR 8a- CrJ O d^- I~ w bQ I 0 LOCATION, 0 U ELEV. 2'-8' t- 00 ao �° o TOP OF SPILT FACE BLOC 0 ) m 6' WOOD OR METAL p O Q 0 Lo 0 STUDS U _J :1 Q Cn CV u_ ozj 4 'LIGHT GRAY SPLIT _ z FACE BLOCK TO MATCH STUCCO V z O m -I qaq� a02 TYPICAL SUBSTRATES FOR INTERIOR C/-) CONC. PIER WALLS SHALL BE AS FOLLOWS: 0 "I (REFER TO STRUCT. DW55) KITCHEN AND STORAGE AREAS: 0'-0' 0 W TO 3'-0' - V DUROCK CEMENT BOARD, i Y-0' AND ABOVE - %8' PLYWOOD. 0 SERVICE AREA: %e' PLYWOOD ELEV. 0'-0' O SALES AND SEATING AREAS: %GYPSUM FINISHED FLOOR FLOOR BOARD Z C D E Q 2 PARTITION TYPES - 1 -1/2"=1'-0" NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" -- -1 2 3 4 ELEV. 2'-8' TOP OF SPILT FACE BL 4' LIGHT GRAY SPLIT FACE BLOCK VENEER W BLOCK (REFER TO STRUCT, PLUGS) ELEV. 0'-0' FINISHED FLOOR ENCLOSED COOLER NOTE: FOR LOCATIONS WITH INTERIOR WALK-INS, PROVIDE FLOOR DRAIN WITHIN 5' FT. OF WALK-IN FOR CONDENSATE DRAIN CONNECTION FROM INTERIOR OF WALK-IN (TYP.) NOTE: MINIMUM SQUARE FOOTAGE FOR WALK-IN FREEZER IS 154 S.F., FOR WALK-IN COOLER 42 S.F. 12 NOTE ALL COFFEE BREWING STATIONS, COOLATTA / ICE COFFEE, RACK OVEN, ICE MACHINES TO BE CONNECTED TO FILTERED WATER SUPPLY BY G.C. ALL PAPER TOWEL DISPENSERS BY G.C. LOCATE @ ALL SINKS EXCEPT BATHROOMS CURBING FOR CONDENSER UNITS OF WALK-IN COOLER/FREEZER WILL BE SUPPLIED BY OWNER 00 & INSTALLED BY CONTRACTOR I 0 M <A-9 NOTE: FOR STORES WITH CELLARS, THE FLOOR, WALL, AND CEILING FINISHES WILL BE THE SAME AS THE FINISHES FOR THE KITCHEN. REFER TO THE FINISH SCHEDULES ON SHEETS A-2, A-3 AND A-10 FOR THE PROPER FINISHES 7'-0" \� - MAINTAIN 2" MIN. CLEARANCE AROUND 10'-4" FREEZER/COOLER ADA NOTES: THE GENERAL CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE BARRIER FREE REQUIREMENTS FOR THE APPLICABLE STATES AND THE AMERICAN DISABILITIES ACT (ADA) AND SHALL INSURE THAT THIS FACILITY WILL BE ACCESSIBLE ACCORDING TO THE STRICTER REQUIREMENTS OF THE APPLICABLE STANDARDS, THE FOLLOWING IS A PARTIAL LIST OF REQUIREMENTS. 1. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE FLOOR AND BE LEVER TYPE. 2. TOILETS: A. LAVATORY TO HAVE LEVER HANDLES, SPRING FAUCETS OR SELF METERING FAUCETS. B. A COAT HOOK 48" ABOVE THE FLOOR SHALL BE MOUNTED ON THE BACK SIDE OF THE BARRIER FREE STALL DOOR, C. LOCATE THE WATER CLOSET 18" FROM THE CENTER LINE OF THE FIXTURE TO THE WALL. THE SEAT WILL BE 17" TO 19" ABOVE THE FLOOR TO THE TOP OF SEAT. FLUSH HANDLE TO BE ON EXPOSED SIDE OF WATER CLOSET. D. PROVIDE ONE 42" AND ONE 36" LONG x 1 1/2" OUTSIDE DIAMETER PEENED GRAB BARS, 1 1/2" FROM THE WALL WITH ONE BEHIND AT 6" FROM THE WALL AND ONE ADJACENT TO AT 12" FROM THE WALL 33"-36" PARALLEL TO AND ABOVE THE E. EMRORY TO BE MOUNTED 34" MAX. ABOVE THE FINISHED FLOOR TO RIM WITH KNEE SPACE OF 30" IN WIDTH AND 27" IN CLEAR HEIGHT. (29" CLEAR UNDER F. RK9LEDpEWR 40" MAX. ABOVE THE FINISHED FLOOR (TO BOTTOM) AND 72" TO TOP. G. DISPENSERS TO BE MOUNTED A MAXIMUM OF 42" ABOVE THE FLOOR TO ALL OPERATING OR DISPENSING SLOTS. H. TOILET PAPER DISPENSERS MOUNTED 19" MIN. TO CENTER LINE ABOVE THE FLOOR. CORE -DRILLED TABLE 3 NO SCALE 7 TABLE LEGEND. 0 OPLAN NOTES: 10/20/03 1. CASEWORK BY OTHERS. 2. SLIDING DRIVE-THRU WINDOW BY READY ACCESS - SEE ALLIED DOMECQ SPECIFICATIONS 3. ROOF LADDER - WHERE ALLOWED BY CODE 4. JANITOR'S SINK. 5. RECESS MOUNT HAND DRYER - MODEL #RASE, ELECTRIC AIRE BY WORLD DRYER. 6. BAG IN BOX UNIT 7. PROVIDE SHELF AND STRAPPING FOR WATER HEATER WHEN MOUNTED OVER MOP SINK- SEE DETAIL 8. BOLLARD - SEE DWG. #6, SHT. SP -1 9. 3 COMPARTMENT SINK W/ 2 INTEGRATED DRAIN BOARDS 10. FROST PROOF HOSE BIB 11. 2" X 2" 16 GA. STAINLESS STEEL CORNER GUARDS, 6'-2" LONG (TYPICAL THROUGHOUT KITCHEN) 12. STORAGE AREA ABOVE OFFICE - SEE DWG. #4, SHT. A-2 FOR DETAILS. 13. 30" WIDE STAINLESS STEEL HAND SINK W/ HIGH SPLASH SHIELDS (BY G.C.) 14. SEE DWG. #4, SHT. A11 FOR ENLARGED BATHROOM AREA PLAN 15. PROVIDE UTILITY AND CLEANING ACCESS AT ALL FRONT LINE CASEWORK W/ DRAINS (TYP.) 16. PROVIDE DIRECT LINE W/ TEMPERATURE REGULATOR VALVE FROM HWH TO ALL HAND WASHING SINKS 17. FUTURE INTEGRATED SANDWICH STATION 18. MAINTAIN 2 FT. MINIMUM CLEARANCE AT SIDE OF FUTURE INTEGRATED SANDWICH STATION 19. SEE FINISH SCHEDULE ON SHEETS A-10 AND A-11 FOR WALL FINISHES 20. WATER FILTRATION SYSTEM (BRANCH OFF MAIN LINE) FOR COFFEE BREWING EQUIPMENT, ICE MACHINES, POST MIX: LOCATE ABOVE WATER METER 21. PAS. OUTLET BOX (48" A,F.F,) WITH j�" CONDUIT W/ PULLSTRING TO CEILING 10 11 13 14 OgQ�. Fite �� foat • I �cJJ © Pip ERALNOTES: 10/20/03 10/20/03 1. TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS: KITCHEN AND STORAGE AREAS: V-0' TO Y -Ow - V DUROCK CEMENT BOARD, S-0' AND ABOVE - WLYWOOD. SERVICE AREA: V MIN. PLYWOOD SALES AND SEATING AREAS: V GYPSUM BOARD GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN BATHROOMS FOR GRAB BARS, LAVATORIES, HAND DRYERS, MIRRORS, PAPER TOWEL DISPENSERS, SOAP DISPENSERS, AND OTHER ACCESSORIES AS REQUIRED UNLESS OTHERWISE NOTED. 2. DIMENSIONS SHOWN ARE TO THE FACE OF FINISH. 3, REFER TO SHEETS K-1, K-2, K-3 AND K-4 FOR INFORMATION REGARDING THE EQUIPMENT AND EQUIPMENT LAYOUT. 4. SEE SHEET A-7 FOR DOOR SCHEDULE AND DOOR & FRAME TYPES. 5. THESE PLANS ARE CONSIDERED MINIMUM ALLIED DOMECQ CORPORATE DESIGN REQUIREMENTS. THE STRUCTURAL DESIGN, FOOTING DESIGN, ADA COMPLIANCE AND GENERAL BUILDING REQUIREMENTS MUST BE EVALUATED AND CERTIFIED BY AN ARCHITECT REGISTERED IN THE STATE WHERE THIS STRUCTURE IS TO BE BUILT. 6. SEE SITE PLAN PROVIDED BY OWNER FOR NUMBER AND LOCATION OF THE FOLLOWING SITE FURNISHINGS: WASTE RECEPTACLE #4301, C -BT BEACHTAN W/ BLACK LID, FINISH - SANDBLAST, SIZE - 22" X 22" X 33" HIGH, ASHTRAY #0215, C -BT BEACHTAN, FINISH - SANDBLAST, SIZE - 15" X 15" X 20" HIGH, 7. PROVIDE FIRE EXTINGUISHERS, TYPE ABC, WALL HUNG, TOP 0 5-0" A.F.F. (BY G.C.). - NUMBER AND LOCATION AS DETERMINED BY LOCAL CODE 8. IF LARGER OFFICE IS REQUIRED, EXPAND TOWARD BOH, NOT FOH 9. REFER TO WEBSITE www.adrus.com/extranet FOR ALTERNATE FLOOR PLAN WITH OPTIONAL SECOND DRIVE-THRU WINDOW 10. BEVERAGE REFRIGERATOR TO BE 54" WHEN NOT AGAINST WALL. 11. TRAINING MODULE IS A MOBILE UNIT - COORDINATE UTILITY LOCATIONS AS NECESSARY a� O CrJ w Ww aC%.- cl. 8a- CrJ O d^- I~ w bQ I 0 v V) 0 U Q t- 00 ao �° o taA 0 ) m �:s O p O Q 0 Lo 0 4-4 4.4 U _J :1 Q Cn CV u_ ozj z z O m � qaq� a02 0- C/-) 0 "I O w Ww aC%.- cl. 8a- d^- W w z Q 0 v V) 0 U Q z 00 ao �° w LLJ Of Q 0 >U) OQ U _J Q Cn CV u_ ozj z z O 0 0- C/-) 0 > 0 W w 0 O Z A-1 w Ww Z...., LL 8a- d^- W z U D Z z 00 ao �° LLJ Of >U) OQ U _J Q CV u_ ozj A-1 J I LL_ w 0 U a BASKIN ROBBINS TRAN SLI TE 1/'+ =1 —u wsc NOTE: --�- CENTER PENDANT Yjk LIGHTS WITHIN GLAZING, TYP. NOTE: PENDANT LIGHTS TO BE MOUNTED 7'-6" A.F.F. 3 -- -- 4 - - 5 6 _ r- 7-� EXTERIOR GRADE DOUBLE TUBE LIGHT FIXTURE (TYP. - - - - - - ABOVE DROPCEILINGAT VESTIBULE WALL FOR LIGHT FIXTURE ® AWNING �--NOTE: OPTIONAL AIR CURTAIN AT DRIVE-THRU; SEE SHTS. M-1 I Akin C-1 FOD IAICYI L-- -- — — — — — — — — ' I REFLECTED CEILING PLAN NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" STUD FRAMING STAGGER 0 G O2 C ® O © O \ \ LIG_ T , ELE � LEFT TO RIGHT 11 12 All? 11 -0 -GYP. BD.. ELEV. 10'-0" Al PO \ A1F FLANGE KIT ONLY FOR 2X4 TROFFER ELEV. 10'-0" 1 X 4 PARABOLIC W/OVERLAY & T8WM - - A3F - FLANGE KIT ONLY FOR 1X4 TROFFER FRP-22 B r,.,, , C5 �� 12 FROSTED HANGING GLASS PENDANT ACOUSTIC PANEL CEILING �XB° E COMBO LED EXIT / (2)HEAD EBU D1 FLUOR. TRACK HEAD W/SAFETY LENS ELEV. 8'-8 3/8",r CODE MATERIAL G.W.B. STUD FRAMING FASTENED PRODUCT # DESCRIPTION/REMARKS 2' X 4', VINYL CLAD E TO STRUCTURE ABOVE STORAGE FLOOR AC -22 - --- VINYL PANEL CEILING ARMSTRONG G.W.B. G ELEV. AC -23 CEILING GRID F- ARMSTRONG 7300 WH WHITE GRID, 15/16" =P-306'-10 SERVICE AREA KITCHEN AREA 2 SOFFIT DETAIL AC -25 3/4"=1'-0" NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" CORTEGA 2ND LOOK, 2' X 4' TRACK -2' 2' TRACK SINGLE CIRCUIT - GYP. BD.. P-30 PAINTED GYP. STUD FRAMING SHERWIN WILLIAMS -- SW 7006 WALL TRACK -4' 4' TRACK SINGLE CIRCUIT TO DECK Of U) CONT. NAILER TRACK -8' ELEV. 10'-0" -RECESSED LIGHT PRESSURE TREATED --- 02 v TRK - ACCESS ACCESS LIVE END FEED- STARTER lu VINYL PANEL OUTLET BOX COVER FIXTURE V) Li CEILING CONT. NAILER TRK- ACCESS MINI TRACK CONNECTOR 0 PRESSURE TREATED G.W.B. WC�21 TRK- ACCESS T -BAR CLIP -FRAMING WALL CEILING -- - -- LEGEND W-EBU 2 -HEAD BATTERY PACK WSC EXTERIOR WHITE WALL CYLINDER W/ LENS X LED EXIT -W/ BATTERY PLYWOOD CROSS -BRACING STUD FRAMING - G. W. B. EQ. ELEV. 6'-10" RECESSED LIGHT FIXTURE "B" 3' 1" (SEE REF. CL'G PLAN FOR LOCATIONS- TYP) 3 SOFFI T DETAIL 3/4"=1'-0" NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 1 - - 2 --- - -- - -- STORAGE GYP. BD.. STUD FRAMING 2 nnw ninny, PROVIDE 115V OUTLET EXHAUST HOOD AS REQUIRED BY MUNICIPALITY (VERIFY) EXTERIOR AREA LIGHT AT STORAGE ROOM DOOR BULKHEAD ® 11'-0" TO MATCH CLG. (FLISH W/ COOLER) 13 14 HVAC PERFORMANCE GU DEFINES: TEMPERATURE (AMBIENT): 72 - 75 DEGREES HUMIDITY (AMBIENT): - NO LESS THAN 40% - MAXIMUM 70% - OPTIMAL 50-60% 0 G O2 C ® O © O SHEET NOTES GYPSUM WALL BOARD CEILING. FLUE FOR MINI -ROTATING RACK OVEN FLUE FOR HOT WATER HEATER PROVIDE 6 GAL. HWH ABOVE BATHROOM CLG. W/ TEMPERATURE REGULATOR VALVE FOR HAND WASHING SINKS AT BOTH BATHROOMS PROVIDE 1/2" PLYWOOD BLOCKING AS REQUIRED FOR VDU MONITOR. EXHAUST FAN OVER SANDWICH STATION FOR BAGEL TOASTER G.W.B. SOFFIT. LIG_ 9 10 11 12 nnw ninny, PROVIDE 115V OUTLET EXHAUST HOOD AS REQUIRED BY MUNICIPALITY (VERIFY) EXTERIOR AREA LIGHT AT STORAGE ROOM DOOR BULKHEAD ® 11'-0" TO MATCH CLG. (FLISH W/ COOLER) 13 14 HVAC PERFORMANCE GU DEFINES: TEMPERATURE (AMBIENT): 72 - 75 DEGREES HUMIDITY (AMBIENT): - NO LESS THAN 40% - MAXIMUM 70% - OPTIMAL 50-60% R SLAB NOTE: THIS DETAIL IS OPTIONAL AT BOTH THE OFFICE AND RESTROOMS 4 SECTION AT STORAGE LOFT 3/4"=1'-0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 4 5 6 7 Al 2x4 LAY -IN LIGHT FIXTURE W/ �X EXIT SIGN ACRYLIC LENS (TYP.) 2x4 LAY -IN LIGHT FIXTURE W/ E CEILING EXHAUST REGISTER ®A1 -P PARABOLIC LENS (TYP.) ® SUPPLY AIR DIFFUSER 1!=A3—P 1x4 LAY -IN LIGHT FIXTURE W/ PARABOLIC LENS (TYP.) Ll GYPSUM BD. CEILING 0 B RECESSED CAN LIGHT CSG EXTERIOR WALL PACK LIGHT 005 PENDANT LIGHT FIXTURE. CEILING GRID 0 wSC EXTERIOR LIGHT C9 FLUE SPEAKER - - --- s----- -_I-- 9 10 10/20/03 T 0 G O2 C ® O © O SHEET NOTES GYPSUM WALL BOARD CEILING. FLUE FOR MINI -ROTATING RACK OVEN FLUE FOR HOT WATER HEATER PROVIDE 6 GAL. HWH ABOVE BATHROOM CLG. W/ TEMPERATURE REGULATOR VALVE FOR HAND WASHING SINKS AT BOTH BATHROOMS PROVIDE 1/2" PLYWOOD BLOCKING AS REQUIRED FOR VDU MONITOR. EXHAUST FAN OVER SANDWICH STATION FOR BAGEL TOASTER G.W.B. SOFFIT. LIG_ HTING SCHEDULE MET Al 2X4 REC. FLUOR. W/ACRYLIC LENSE & WM T8 All? 2X4 REC, PARABOLIC W/MATT MIZER T8 -GYP. BD.. ELEV. 10'-0" Al PO 2X4 REC. PARABOLIC W/OVERLAY & T8WM A1F FLANGE KIT ONLY FOR 2X4 TROFFER A3P0 1 X 4 PARABOLIC W/OVERLAY & T8WM - - A3F - FLANGE KIT ONLY FOR 1X4 TROFFER BTTM. OF CEILING/ GYP. HEADER - MIN. PLYWOOD -FRAMING -JOIST HANGERS B 32W ELECTRONIC FLUOR. DOWNLIGHT C5 �� 12 FROSTED HANGING GLASS PENDANT ----_____-___ CEILING FINISH SCHEDULE 10 20 03 / / �XB° E COMBO LED EXIT / (2)HEAD EBU D1 FLUOR. TRACK HEAD W/SAFETY LENS ELEV. 8'-8 3/8",r CODE MATERIAL L901 P MANUF. PRODUCT # DESCRIPTION/REMARKS 2' X 4', VINYL CLAD E INCAND. DOWNLIGHT W/WHITE TRIM - 175W MH WALL PACK STORAGE FLOOR AC -22 - --- VINYL PANEL CEILING ARMSTRONG 870 G LPX70RWH AC -23 CEILING GRID F- ARMSTRONG 7300 WH WHITE GRID, 15/16" J 175W MH SOFFIT LIGHT -LAMP INCLUDED -PRESSURE TREATED NAILER AC -25 ACOUSTIC PANEL CLG. ARMSTRONG 2787WH CORTEGA 2ND LOOK, 2' X 4' TRACK -2' 2' TRACK SINGLE CIRCUIT - GYP. BD.. P-30 PAINTED GYP. BD. SHERWIN WILLIAMS -- SW 7006 EXTRA WHITE TRACK -4' 4' TRACK SINGLE CIRCUIT Of U) - TRACK -8' 8' TRACK SINGLE CIRCUIT -RECESSED LIGHT --- 02 v TRK - ACCESS ACCESS LIVE END FEED- STARTER lu OUTLET BOX COVER FIXTURE V) Li ry TRK- ACCESS MINI TRACK CONNECTOR 0 TRK- ACCESS T -BAR CLIP -FRAMING WALL CEILING -- - -- LEGEND W-EBU 2 -HEAD BATTERY PACK WSC EXTERIOR WHITE WALL CYLINDER W/ LENS X LED EXIT -W/ BATTERY R SLAB NOTE: THIS DETAIL IS OPTIONAL AT BOTH THE OFFICE AND RESTROOMS 4 SECTION AT STORAGE LOFT 3/4"=1'-0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 4 5 6 7 Al 2x4 LAY -IN LIGHT FIXTURE W/ �X EXIT SIGN ACRYLIC LENS (TYP.) 2x4 LAY -IN LIGHT FIXTURE W/ E CEILING EXHAUST REGISTER ®A1 -P PARABOLIC LENS (TYP.) ® SUPPLY AIR DIFFUSER 1!=A3—P 1x4 LAY -IN LIGHT FIXTURE W/ PARABOLIC LENS (TYP.) Ll GYPSUM BD. CEILING 0 B RECESSED CAN LIGHT CSG EXTERIOR WALL PACK LIGHT 005 PENDANT LIGHT FIXTURE. CEILING GRID 0 wSC EXTERIOR LIGHT C9 FLUE SPEAKER - - --- s----- -_I-- 9 10 10/20/03 T MET 2GR8-332A-120- ADV-EEX MET 2EP3GX332S361-120- ADV-EEX MET 2EP3GX332S361-120-ADV-EEX-OAO MET FCS24WU -- MET MET EP3GX232S181-120-ADV-EEX-OAO FCS14WU HALO TTF H880E-870C DD140BK SUR LPX70RWHDH HALO L3240EP/MSP5234 HALO H7T/31OW HALO PM17 SLC 852V HAL L650P HAL L651 P HAL L652P HAL L901 P HAL L900P HAL L908P HAL L983N SUR CC2-V SLP _ 8340-15/9008-12 SUR LPX70RWH LIGHTING SCHEDULE NOTES 1. PROVIDE ALL FIXTURES COMPLETE WITH LAMPS. REFER TO NATIONAL ACCOUNT SOURCE INFO FOR LAMP SPECS. 2, ALL INCANDESCENT LAMPS SHALL BE RATED 130 VOLTS. 3. ALL BALLASTS SHALL BE HIGH POWER FACTOR. FLUORESCENT BALLASTS FOR T8 LAMPS TO BE OSRAM/SYLVANIA OR MAGNATEK FULL -OUTPUT ELECTRONIC, EXCEPT OUTDOOR FIXTURES TO BE ZERO -DEGREE MAGNETIC BALLASTS. 4. PROVIDE HOLD DOWN CLIPS FOR EACH CORNER OF FLUORESCENT GRID TROFFERS. 5, PROVIDE ALL REQUIRED MOUNTING OR HANGING HARDWARE. 6. COORDINATE AND VERIFY ALL FIXTURE INFORMATION, TYPES AND FINAL LOCATIONS WITH THE REFLECTED CEILING PLAN. 7. LAMPS SHALL BE AS MANUFACTURED BY SYLVANIA, WESTINGHOUSE, GENERAL ELECTRIC, OR APPRjo Akq 11 12 13 L4 2' L- W O U � U 0 W W O U 0- __j —I W Q � I— z� W 00 Fz z 0 U W Cf) Q W Z 7; Q 0 n n W o Cn w W _I Q ,t o o W z o� r� N o Z 0 Q coo o w t1do 00 0 Q > V) o Z(D z Ca �c°o w Q C) C*4 o c� W 0 oC4_1 4-4 W Q F- � U >U) (n Wo —j J W Z_ LL Z z O 0 — Of U) d m W 02 v 0 W lu V) Li ry 0 ,t o o W z r� N o Z 0 Q w z 3!: 0 Q o V) o Z(D W Ca _j w Q Q0 0 LL OU) W 0 W Q F- � U >U) (n Wo —j J W Z_ LL Z z O 0 — Of U) d 0 W V) Li ry 0 O z A-2 z cl�W d(.0 .. Z LL Z(D W Ca _j U Q0 0 LL OU) W W Q F- � U >U) Wo —j J W N LL Z Of U) A-2 �o I i ALTERNATE FLOOR FINISHES FOR UTILITY ROOK, OFFICE, KITCHEN AND STORAGE ROOM TO BE EPDXY FLOORING. ,SEE T_22 TILE BASE DETAILS AND FLOOR FINISH MATERIAL SCHEDULE SEAL TOP OF E3A5E FLASHING WITH FABRIC AND MASTIC. FASTEN TO WALL TERMINATION BAR 12 ALUMINUM CAP FLASHING `THROUGH WALL CAP RECEIVER -ALUM. CAP FLASHING -ALUM. BASE FLASHING 12 13 14 U� W n N LL W IL O U Q U❑ U n w Li o C] o n � U W W � EL i -- Q O U J w Q CL, n U- r 1 FLOOR FINISH PLAN 1/411 -0NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED 0" 11" x 17" 0 —I LA Q � FLOOR FINISH MATERIAL SCHEDULE 0 SHEET NOTES Z ct� W CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION/REMARKS ' O z o 10 LOCATE GREASE TRAP OUTSIDE OF BUILDING WHERE POSSIBLE U) W 1t a w <, SEE CIVIL PLANS FOR EXACT LOCATION C Ln W B-21 TILE COVE BASE KEOPE JAPURA 6" X 12"; PUBLIC AREAS B-22 COVE BASE METROPOLITAN 507 PURITAN GRAY 6" X 6" KITCHEN/SERVICE AREA (A W C) W CERAMIC TILE BY G.C. QUARRY TILE BY G.C. f-- Q 0 f z TILE COVE BASE TILE COVE BASE G-21 GROUT LATICRETE #24 NATURAL GRAY (USE W/ T-22) SERVICE G-22 GROUT LATICRETE #745, SP -100 RAVEN EPDXY (USE W/ T-21) AREAS & _ CUSTOMER AREAS KITCHEN T-21 SALES FLOOR TILE KEOPE JAPURA 12" X 12" TILE O 8-21 B-22 T-22 KITCHEN QUARRY TILE METROPOLITAN 507 PURITAN GRAY 6" X 6" QUARRY TILE w ,Ft I EF -22 EPDXY FLOORING STONHARD STONSHIELD HRI SAGE, STEEL GRAY, PEWTER, OR SLATE A B a. FRP PANELS SCREWED . LINE OF SERVICE COUNTER TO WALL EVERY 1'-0" r V TILE BY G.C. METAL EQUIPMENT TERMINATION URER PANEL AS PER TERMINATE FRP < IFY DIMENSION EPDXY. MANUF. » A.F.F. 1 MILLWORK DWGS.5 kBA CASEWORKPOURED EPDXY ALT. KITCHEN FLOORING 2 SERVICE AREAS KITCHEN. �It SEAL TOP OF E3A5E FLASHING WITH FABRIC AND MASTIC. FASTEN TO WALL TERMINATION BAR 12 ALUMINUM CAP FLASHING `THROUGH WALL CAP RECEIVER -ALUM. CAP FLASHING -ALUM. BASE FLASHING 12 13 14 10/20/03 WALL WIDTH VARIES THROUGH WALL CAP RECEIVER FLASHING — STEP FLASHINC; SHOWN DOTTED: _ U5ED WHEN _ FLASHING 15 NOT RIGGED OR EM5055ED SEAL. TOP OF 5A5E FLASHING WITH FABRIC AND MASTIC. FASTEN TO WALL CAP FLASHING 5A5E FLASHING 13 Oco c� CfJ O I i s~ bE 00 0� O � o � co o LH cyD��rw®�, V a O U� W n N LL W IL O U Q U❑ U n w Li o C] o n � U W W � EL i -- Q O U J w Q CL, n U- 0 —I LA Q � Z ct� W I� z z � O z o U c>' U) W a ry <, U C Ln W z � O V) w ct� W (A W C) W f-- Q 10/20/03 WALL WIDTH VARIES THROUGH WALL CAP RECEIVER FLASHING — STEP FLASHINC; SHOWN DOTTED: _ U5ED WHEN _ FLASHING 15 NOT RIGGED OR EM5055ED SEAL. TOP OF 5A5E FLASHING WITH FABRIC AND MASTIC. FASTEN TO WALL CAP FLASHING 5A5E FLASHING 13 Oco c� CfJ O I i s~ bE 00 0� O � o � co o LH cyD��rw®�, V a O o w W n N o Z IL W00 Q U❑ U n w Li o C] o n � U a � Q J J w Q N U- 0 U7 z o 0 — a C w V) w ct� C) 0 z w z W Cfl Z j IL W00 U❑ U n s W Z o O LL LL � Z � Q J J (1-- N U- 2 UKIVL- IrIKU Avill", , �`. A-5 21'-0" A.F.F. 17'-6" A,F,F, f 21'-0" A, F.F. ALUMINUM 17'^6,� A.F.F. SIM. DOWNSPOUT 4 ALUMINUM (TYP.) A-4 DOWNSPOUT (TYP.) -� SIGNAGE TO BE PROVIDED BY SIGN VENDOR EF #3 EF #1 - I TAPERED ROOF INSULATION (CRICKET) COORDINATE INSTALLATION & PITCH k' REQUIREMENTS W/ MANUFACTURER f I 4" VENT f ; I 6 A-4 � I Y AWNING (TYP.) o SINGLE -PLY ROOFING W/ 15 4 YR, WARRANTY - SEE ALLIED \ RTU DOMECQ _ DOMECQ QSR SPECIFICATIONS—� 4" VENT 3 a s RTU -1 HOT WATER HEATER FLUE -- a 6 SIM. +, A-4 M-1 5 A-4 f (CANT STRIP) . COORDINATE INSTALLATION & PITCH EF 2 SIM<A—)4 F' REQUIREMENTS W/ MANUFACTURER # —�— - — I I `'— �� 2� 0 A.F.F. NOTE G.C. TO IDENTIFY AND COORDINATE LOCATIONS OF ALL REQUIRED CONDENSERS AND CONDENSER LINES > AWNING (TYP.) A26 (ICE MACHINE, WALK-IN, ETC.) _ ENTRANCE AWNING A_5 i r 4 1 ROOF PLAN 1/4 V-0 NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" BOLT THRU UNIT FRAME i CHANNEL (OR WELD BRACKET TO FRAME AND BOLT THRU CONDENSER UNIT BRACKET) — PRESSURE TREATED Ld 1/4" LAC BOLT ON WOOD NAILER i POLYSTYRENE 18" CENTERS ALL PREMOULDED AROUND CANT STRIP WHERE PROVIDE SHIMS AND CORNICE BY ALUMINUM CAP FLASHING - REQUIRED WASHERS DRYVIT OR EQUAL 3" 3" 3" SLOPE 1/4" PER FOOT (MIN) ROOF DECK f 1 AND INSULATION t ��---WOOD NAILER FACTORY VARIES SECURED TO CURB, OP OF PARAPET METAL, INSULATED ROOF SEE 3/A-3 1 CURB BY A/C UNIT MFR. ; — FOR FLASHING DETAIL 1 14" MIN. - SIMPSON CS18 x REQD w/ 2 EA #10 TEKS EA END MINIMUM 2 CS18 TIES PER _ 2X4 FRAMING SIDE OF CURB. _ PRESSURE TREATED STRUCTURAL FRAME ALL AROUND �\\� ANGLE FRAME OR AS INDICATED. OD \\ SINGLE -PLY ROOFING TO SEE STRUCTURAL DRAWINGS. RUN GONTIN, UP AND OVER PARAPET W/ 15 YEAR 2 DETAIL V —\ WARRANTY SEE ALLIED I. 10 /2 0 /0 3 \ DOMECQ QSR SPECIFICATIONS ' 6" MASONRY \ 2" RIGID INSULATION 1 1/2" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" PARAPET WALL POLYISOCRANE i; V rrrv- r—n-K rc—i��rrrrvv N' SUPPORT BOCKS OR CCA — 5/8" EXTERIOR ELBOWS TO ROT -PROOF TREATED TIMBERS. STUCCO FINISH COMPENSATE GRADE PLYWOOD s FOR PIPE TOE NAIL BLOCKS TOGETHER MIN. 5/8" THK. ROOF DECK EXPANSION. TO PROVIDE MINIMUM 7 CLEARANCE SEE ELEVATIONS .\\ FLASHING AND UNDER PIPES, CONNECT PIPES — �\ COUNTER FLASHING TO SUPPORT WITH GALVANIZED PIPE CLAMP LOOSELY CLAMPED. s IS BY ROOFING ELEV. VARIES CONTRACTOR. V^� — — PLUMBING — /GROUND 18"SQ. X 3/16" ROOF WALKWAYTOP OF ROOF — CONTRACTOR JOINT MATERIAL FOR BASE, ' TO COORDINATE I I plpE MATERIAL MUST BE — INSTALLATION. I I UNION, COMPATIBLE WITH ROOF MEMBRANE. — m I `---- — II II ROOF INSULATION ROOF DECK CUT ROOF FOR PENETRATION, ANCHOR PIPE TO ROOF DECK OR JOISTS, 1. REFER TO PLANS FOR PIPE SIZE(S) AND LOCATION(S), USE WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE, LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS, EQUIPMENT CURBS, PARAPETS, EXPANSION JOINTS, ETCETERA. 2. LOCATE SUPPORTS AT THE FOLLOWING SPACING: 1-1/2"=9', 1-1/4"=8', 17'-6" A. F. F. ROOF LADDER RAILING - ALL DIMENSIONS AS PER LOCAL GOVERNING CODE ONDENS 1 A-6 5 A-4 NOTE: TAPER INSULATION AT ROOF EDGE AWAY FROM LADDER PROVIDE GRAVEL STOP AT ROOF EDGE 2 CONDENSER UNIT FOR COOLER / FREEZER UNIT 12 14 NOTE: CHECK ALL LOCAL CODES FOR MECHANICAL UNIT PLACEMENT REQUIREMENTS, ROOF PENETRATION REQUIREMENTS, ETC, 10/20/03 YPE "B" FLUE o w Ll coo V= EALANT FLASHING AND COUNTER- MINIMUM 12" ABOVE ROOF ONE FLASHING FLASHING OF VTR IS BY � .,Lg NORMALLY. EXTEND TO 15- \o) ROOFING CONTRACTOR, L t� HEIGHT OF PARAPET WHEN INGLE-PLY ROOFING PLUMBING CONTRACTOR I I U WITHIN 10' OF PARAPET, / 15 YEAR WARRANTY TO COORDINATE INSTALL. I I 00 r7 SEE ALLIED DOMECQ W -� ® SR SPECIFICATIONS 0 ROOF INSULATION C!) OOFING FELTS OVER 0 II IIS ROOF DECK ONE FLASHING TYPICAL HI O Y ROOFING CONTRACTOR. CORE DRILL ROOF OR U ANCHOR PIPE -TO ROOF PROVIDE SLEEVE IF 6 � DECK WITH U -BOLT AROUND " REQUIRED BY TYPE OF N PIPE AND ANGLE IRON RIGID INSULATION ROOF DECK, PROVIDE WELDED OR SCREWED TO LOYISOCRANE FIRE STOP SEAL BETWEEN ROOF DECK OR JOIST. PIPE AND SLEEVE OR DECK MINIMUM 12" BELOW ROOF PROVIDE PIPE INCREASER HUBLESS PIPE CONNECTORS W IF/WHERE CODE REQUIRES A ON CAST IRON PIPE OR .XTERIOR GRADE MINIMUM 3" VENT THRU ROOF w BELL AND SPIGOT IF PVC. 'LYWOOD REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR SUPPORT BRACKET MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. a EACH ELBOW AND tee. NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 71" x 17" 3 ROOF PENETRATION 4 DETAIL @ PARAPET 10/20/03 5 DETAIL @ EXHAUST PIPING 6 VENT THRU ROOF NOT TO SCALE 1 1/2"=1'-0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON11" x 17" 1 1/2"=1'-0° NOT TO SCALE �� 2 I 3 I 4 5 6 7 8 9 10 11 � 12 I 13 f U) it .O c� � C W EL0 --I w _Q � I— z� LL1 LLJ 0 LL z z� O C_.) CL' W V) V) W Z O CD W n v W �l {— Q Vo o w e vsy + TWO vo coo V= rO N 0 Z Qo ci4�j c� � .,Lg C� 15- \o) aw Z V a L t� �1 _�w z r0lf, V) �U) U I - ry CL 00 r7 W 0 o w rO N 0 Z Qo d V Q � CO C� LLI Ld -I L t� C O � U Q ry CL 00 r7 W LL ® 0 LL, C!) O 0 O O C� N U co 4-1 0 6 � C/) N z0 0— !Z C) W m a w 06 oz 0 0 o w rO N 0 Z Qo d V Q � LLI Ld -I L O � U Q ry CL r7 W LL ® 0 LL, 0 u- 0 W< �0� U co L.L. a_ J z N z0 0— !Z C) W w 0 w Qo � W � �I— U❑ h� ry CL r7 LL ® 0 LL, 0 u- z*z W< �0� U co L.L. a_ J N It LL o Q c� J E c� c� LL W co Q o, i W 00 W O ,rte--D i-I Z LL J U) J)O +O-� r I ® CA p O �' d E 41 U. _O z W J W 4Q C) (n 0 m w d 0z° W It LL o o (D J E O w LL W _. Q M O (-) n O N Z LL J U) Q <J r d E Q U. z W J W C) (n 0 C) d W Q Z- 0 U — CL E C) W (f) W cl� C� U Z LL O Z (D J E O ,I- LL W _. Q D X (-) n O w LL J U) Q <J � cn E Q U. CL ' GRADE PLYWOOD ` X ROOF DECK REFER TO STRUCT. DWGS. PRESSURE TREATED { BLOCKING .o ,ti WOOD TRUSSES ; ' REFER TO STRUCT. DWGS. To— > IT r ... , PRESSURE TREATED a. BLOCKING >` FINISH TO BE STUCCO - X MIN, 5/8" THK, ` SEE NATIONAL ACCOUNT SOURCE INFO FOR ACCEPTED COMPANIES, COLORS, AND TEXTURES, s. REFER TO SPECIFICATIONS FOR PROPER f • BULKHEAD FLUSH W/ INSTALLATION TECHNIQUES > FREEZER /COOLER } ,f FREEZER / COOLER io C y. w 4" BULLNOSE TO MATCH - " h` ' ";. SPLIT FACE CALOR BELOW MAINTAIN 2" MIN, CLEARANCE AROUND FREEZER PERIMETER �2 W .' ELEV. 2'-g"� TOP OF SPLIT—FACE FABLOCK . � •r7/7 F �� 7, 12" LIGHT GRAY SPLIT s; FACE MASONRY TO MATCH STUCCO -1 DROP SLAB 4" TO / ACCOMMODATE FREEZER SEE SITE PLAN FOR LOCATIONS AND ADDITIONAL INFORMATION ON SIDEWALKS, PAVING AND CUR13S I, x—x,--xx .X—X,x�x�x.. X .x X. x-, xT 4 a . \/\ I< \\/A, \>�j / VAPOR BARRIER V ASPHALT IMPREGNATED PREMOLDED JOINT FILLER A. FOOTING AND FOUNDATION REFER TO STRUCT. DWGS. • 4, BOTTOM OF FOOTING :-- — — — — :' REFER TO STRUCT. DWGS. y ,F r ) � a 1 WALL SECTION 5 3/4' V-0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 1 23 I 4 ll SUSPENDED ACOUSTICAL CEILING—J ELEV. 9'-0" _ \ WINDOW HEAD SEATING AREA TILE FLOOR AND BASE REINFORCED CONCRETE SLAB— NOTE: MONOLITHIC SLAB MAY BE 6" KNEE WALL USED WHERE CONDITIONS ANDjc,L � LOCAL CODES PERMIT PRESSURE TREATED _ BASE PLATE ELEV. 0'-0" T x. -- x =ice.: { —r=te --x— �>F� TOP OF CONC. •t h <.: < /\\ ASPHALT IMPREGNATED \ \�� PREMOLDED JOINT FILLER ,< VAPOR BARRIER FOOTING AND FOUNDATION REFER TO STRUCT. DWGS. • • • BOTTOM OF FOOTING REFER TO STRUCT. DWGS I ELEV. 17'-6" TOP OF PARAPET to FINISH TO BE STUCCO - SEE NATIONAL ACCOUNT SOURCE INFO FOR ACCEPTED COMPANIES, COLORS, AND TEXTURES. REFER TO SPECIFICATIONS FOR PROPER INSTALLATION TECHNIQUES WOOD TRUSSES REFER TO STRUCT, DWGS. r, PRESSURE TREATED BLOCKING REFER TO STRUCT, DWGS, FLASHING t AWNING i J J y . t � t y . c �. ____________________ BLACK MESH UNDER AWNINGS (TYP,) LINTEL REFER TO STRUCT, DWGS. CLEAR ANODIZED ALUMINUM STOREFRONT W/ 1 INSULATED GLAZING 4" BULLNOSE TO MATCH SPLIT FACE COLOR BELOW — _ — ELEV. 2'-8_ \ - --Ck, TOP OF SPILT FACE BLOCK 10 0 w 0� W r� N u; O U 11 1 12 1 13 14 U) (_0 w 1 2 3 4 L) � W v EL LL W o c) n O Z w Q J I-- U) � 0 C N I— r ELEV, 17'-6" �Illou TOP OF PARAPETCD W W LL z � O u EL U) L o O W � <a (J-) U U) U W Q 0 W V) w U) W_ W � _ --j ►— Q SINGLE -PLY ROOFING W/ 15 YEAR ,• WARRANTY - SEE ALLIED DOMECQ QSR SPECIFICATIONS RIGID INSULATION wt �; 5/8" EXTERIOR ' GRADE PLYWOOD ` X ROOF DECK REFER TO STRUCT. DWGS. PRESSURE TREATED { BLOCKING .o ,ti WOOD TRUSSES ; ' REFER TO STRUCT. DWGS. To— > IT r ... , PRESSURE TREATED a. BLOCKING >` FINISH TO BE STUCCO - X MIN, 5/8" THK, ` SEE NATIONAL ACCOUNT SOURCE INFO FOR ACCEPTED COMPANIES, COLORS, AND TEXTURES, s. REFER TO SPECIFICATIONS FOR PROPER f • BULKHEAD FLUSH W/ INSTALLATION TECHNIQUES > FREEZER /COOLER } ,f FREEZER / COOLER io C y. w 4" BULLNOSE TO MATCH - " h` ' ";. SPLIT FACE CALOR BELOW MAINTAIN 2" MIN, CLEARANCE AROUND FREEZER PERIMETER �2 W .' ELEV. 2'-g"� TOP OF SPLIT—FACE FABLOCK . � •r7/7 F �� 7, 12" LIGHT GRAY SPLIT s; FACE MASONRY TO MATCH STUCCO -1 DROP SLAB 4" TO / ACCOMMODATE FREEZER SEE SITE PLAN FOR LOCATIONS AND ADDITIONAL INFORMATION ON SIDEWALKS, PAVING AND CUR13S I, x—x,--xx .X—X,x�x�x.. X .x X. x-, xT 4 a . \/\ I< \\/A, \>�j / VAPOR BARRIER V ASPHALT IMPREGNATED PREMOLDED JOINT FILLER A. FOOTING AND FOUNDATION REFER TO STRUCT. DWGS. • 4, BOTTOM OF FOOTING :-- — — — — :' REFER TO STRUCT. DWGS. y ,F r ) � a 1 WALL SECTION 5 3/4' V-0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 1 23 I 4 ll SUSPENDED ACOUSTICAL CEILING—J ELEV. 9'-0" _ \ WINDOW HEAD SEATING AREA TILE FLOOR AND BASE REINFORCED CONCRETE SLAB— NOTE: MONOLITHIC SLAB MAY BE 6" KNEE WALL USED WHERE CONDITIONS ANDjc,L � LOCAL CODES PERMIT PRESSURE TREATED _ BASE PLATE ELEV. 0'-0" T x. -- x =ice.: { —r=te --x— �>F� TOP OF CONC. •t h <.: < /\\ ASPHALT IMPREGNATED \ \�� PREMOLDED JOINT FILLER ,< VAPOR BARRIER FOOTING AND FOUNDATION REFER TO STRUCT. DWGS. • • • BOTTOM OF FOOTING REFER TO STRUCT. DWGS I ELEV. 17'-6" TOP OF PARAPET to FINISH TO BE STUCCO - SEE NATIONAL ACCOUNT SOURCE INFO FOR ACCEPTED COMPANIES, COLORS, AND TEXTURES. REFER TO SPECIFICATIONS FOR PROPER INSTALLATION TECHNIQUES WOOD TRUSSES REFER TO STRUCT, DWGS. r, PRESSURE TREATED BLOCKING REFER TO STRUCT, DWGS, FLASHING t AWNING i J J y . t � t y . c �. ____________________ BLACK MESH UNDER AWNINGS (TYP,) LINTEL REFER TO STRUCT, DWGS. CLEAR ANODIZED ALUMINUM STOREFRONT W/ 1 INSULATED GLAZING 4" BULLNOSE TO MATCH SPLIT FACE COLOR BELOW — _ — ELEV. 2'-8_ \ - --Ck, TOP OF SPILT FACE BLOCK 10 STUCCO - K. \L ACCOUNT SOURCE INFO FOR OMPANIES, COLORS, AND TEXTURES. 'ECIFICATIONS FOR PROPER q TECHNIQUES I/ STUCCO E CAP TO T FACE COLOR SPILT FACE BLOL RAY SPLIT TO MATCH AN FOR LOCATIONS )NAL INFORMATION ON PAVING AND CURBS FOOTING jw REFER TO STRUCT, DWGS. NOTE: FOR ALL INFORMATION REGARDING STUCTURE REFER TO SHEETS S-1/ S-2/ S-3 10/20/03 2 WALL SECTION 10/20/03 3 TYPICAL CMU WALL SECTION 10/20 0 NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17° 3/4"=1'-0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 5 6 7 8 9 10 12 I_ 13 I_ 1 bjD 00 c O bb ® 4J `=> 9 .� 0 cq H O 4-4 c� C/)Q; O Q) O O 00 _14- 0 0 w 0� W r� N o z O U 11 1 12 1 13 14 U) (_0 STUCCO - K. \L ACCOUNT SOURCE INFO FOR OMPANIES, COLORS, AND TEXTURES. 'ECIFICATIONS FOR PROPER q TECHNIQUES I/ STUCCO E CAP TO T FACE COLOR SPILT FACE BLOL RAY SPLIT TO MATCH AN FOR LOCATIONS )NAL INFORMATION ON PAVING AND CURBS FOOTING jw REFER TO STRUCT, DWGS. NOTE: FOR ALL INFORMATION REGARDING STUCTURE REFER TO SHEETS S-1/ S-2/ S-3 10/20/03 2 WALL SECTION 10/20/03 3 TYPICAL CMU WALL SECTION 10/20 0 NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17° 3/4"=1'-0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 5 6 7 8 9 10 12 I_ 13 I_ 1 bjD 00 c O bb ® 4J `=> 9 .� 0 cq H O 4-4 c� C/)Q; O Q) O O 00 _14- 0 0 w 0� W r� N o z O U c— . 0 <( W Z O (_0 w � Z o. Q L) � W v EL LL W o c) n O Z w Q J I-- U) � 0 C N I— r ELEV, 17'-6" �Illou TOP OF PARAPETCD W W LL z � O u EL U) L o O W � <a (J-) U U) U W Q 0 W V) w U) W_ W � _ --j ►— Q STUCCO - K. \L ACCOUNT SOURCE INFO FOR OMPANIES, COLORS, AND TEXTURES. 'ECIFICATIONS FOR PROPER q TECHNIQUES I/ STUCCO E CAP TO T FACE COLOR SPILT FACE BLOL RAY SPLIT TO MATCH AN FOR LOCATIONS )NAL INFORMATION ON PAVING AND CURBS FOOTING jw REFER TO STRUCT, DWGS. NOTE: FOR ALL INFORMATION REGARDING STUCTURE REFER TO SHEETS S-1/ S-2/ S-3 10/20/03 2 WALL SECTION 10/20/03 3 TYPICAL CMU WALL SECTION 10/20 0 NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17° 3/4"=1'-0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 5 6 7 8 9 10 12 I_ 13 I_ 1 bjD 00 c O bb ® 4J `=> 9 .� 0 cq H O 4-4 c� C/)Q; O Q) O O 00 _14- 0 0 w 0� r� N o z c— . 0 <( W Z O (_0 w � Z o. Q L) � o v LL W W U)W n O Z w Q J � CLQ J 0 C N r � L o O (J-) U W V) w i 0� W I W Z O (_0 W� Ua XU r 0 LL W W U)W n O Z U J � CLQ J C N r 4 IV' �,,07 co � (D 0 i I 00 0 moo® 11 O CU O CCS Q) +j 4 co cl) w 0 W 1�yy ari N dJ► �� uz V d- O o w 1 2 3 4 _ I 5 6 7 8 I 9 10 E 12 13 ( 14 -- K) N o Z —� NOTE: z FOR COMPLETE NATIONAL ACCOUNT SOURCE INFORMATION, REFER TO LATEST ALLIED DOMECQ NATIONAL OLd J WF_�'. SHIM SPACE W/ ACCOUNT SOURCE INFORMATION BOOKLET (INFO ALSO AVAILABLE ONLINE) w J MASONRY WALL 8"SPLIT FACE BLOCK LINE OF BACKER ROD & NOTE: 0 V � BELOW GLAZING - AWNING SEALANT (TYP) CONTRACTOR TO IDENTIFY ONESELF AS WORKING WITH ALLIED DOMECQ WHEN ORDERING FROM NATIONAL 1ro w STUCCO FINISH SEE ELEVATIONS AND WALL SECTION ABOVE ACCOUNTS SEE GENERAL NOTE 5/8" MIN,THK. (TYP,) #1 ON SHEET A-1 W a �. ACOUSTICAL CEILING TILE & GRID (ALL REGIONS): TEXTURED EXTERIOR PANEL: >U) SEE GENERAL NOTE �i #1 ON SHEET A-1 I ( ARMSTRONG INDUSTRIES CITADEL V) w 0 SHERRY BRUNT or PHYLLIS MILLER KAREN DAYVOLT N nW SHIM SPACE / f-- T: ($00) 442-4212 T: (800) 446--8828 ROBERT (BOB) WILLIAMS-ACCOUNT REP. or (317) 894-9400 (x.118) BACKER ROD & SEALANT z T: (717) 397-7879 OR (717) 917-7103 E: kddyvolt@citadelap.Com E: bpo-strategic_accounts@armstrong.com SEALANT 7-0 O_ _ "JCHOICE BOLLARD - $ALS AREA FLOOR TILE: LAMINATE: CLEAR ANODIZED I r, REFER TO DWG. OF DISTRIBUTORS; ALUMINUM STOREFRONT 12 -0 #6, SHT, SP -1 NORTHEAST MIDWEST FORMICA INTERNATIONAL c� _ LINE OF WOOD SILL W/ 1" CLEAR INSULATED GLAZING LLI 0 � SHEP BROWN ASSOC. BRAN N CLAY PRODUCTS TOM KELLER-ACCOUNT REP„ CONTACT FOR BELOW 3 -72" 1" 3 -72 2'�0" DAVID HOFFMAN KIM KOFFMAN PRICING/SAMPLES T: 422-1000 LINE OF 4'� BULLNOSE 2'-0" SEE SPECS. _ T: (781) 935-8080 (708) T: (617) 201-3917 F: (781) 935-2090 F; (708) 385-1047 E; tom.keller@formica.com BRAD BAKER j I WE5TCOAST SOUTHEAST E: brad.baker@formica.com i� DSA, INC. DSA, INC. JIM MINTZER-REP BUSINESS MGR. 8„ g" MARIA GARCIA AMY LAMP -REP T: (484) 571-8211 L (714) 774-7750 T: (770) 442-5500 MIKE VEN (URI -USA CONTACT FOR 1 JAMB WALL10/20/03E: Y F: (714) 774-7122 F: (770) 442-5502 STOCK AVAILABILITY amy.lamp@dso-ceramics.com T: (513) 786-3435 I , E: Mike. Ven turi@formica, corn EPDXYoNHooD1NINc. PHIL Rices -CANADA coNTACT FDR „ 1-1/211=1)-0)) NOTE, DRAWING IS NO T TO SCALE IF SHEET PLOTTED ON 11 x 17 12 SPLIT 12ocK FACE STOCK AVAILABILITY SCOTT GARSTKA T: (416) 675-3747 BELOW W/ 4" ULLNOSE NALUMINUM T: (800) 854-0310 OR (413) 237-9267 E: phil.rich @formica.corn ABOVE CLEAR ANODIZED E: sgartska®stonhard,corn SAMPLES: 1 -800 -FORMICA SILL N SERVICE AREA / KITCHEN FLOOR TILE: KITCHEN SWING DOOR: STUCC FINISH SLIDING DRIVE-THRU WINDOW METROPOLITAN TILE ELIASON DOOR TERRI CHASTAIN-FOR DISTRIBUTION DIANE OGASIAN-REP; VP -� UNIT - INSTALL PER T: 325-3945 T: (860) 653-1725 MANUFACTURER'S i 4 ° E: terra©ironrockcapital.corn terra RIALES MGR F: (860)-653-17UL ELLEN YO942-8787 INSTALLATION REQUIREMENTS , n �� eliasondionegeorthlink.net \ \ X < ' MASONRY WALL . a . q , T: (603)E: E: eyossarian@ironrockcapital,com DOOR SALES: (800) 828 3655 X %< X l Q ° CLEAR ANODIZED ALUMINUM DRIVE THRU WINDOW: STUCCO FINISH ° STOREFRONT W/ 1" WALL COVERINGS: 5/8" MIN.THK. (TYP.) INSULATED GLAZING READY ACCESS RIVERA SEE GENERAL NOTE X 2'_8" 2'-$" - RIGHTER GROUP KRISTY KEVIN LYNCH T; (800) 621-5045 #1 ON SHEET A-1 X 4 BULLNOSE TO MATCH COLOR OF SPLIT FRP�23 OVER PLYWOOD " 12 BLOCK E: kristyrivera@ready-access.com k ' FACE BLOCK(TYP.) 12" BLOCK E: ynchC�Drighte$goup.com RU55 RYAN -ACCOUNT REP. PARKING LOT LIGHTS & DRIVE-THRU SOFFIT SENTRY: 11'-0�" HOLD 8'� BLOCK 8" BLOCK 2 T; (800) 848-4841 (x,8311) OR (978) 697-3191 - E: RRyon@RighterGroup.com SECURITY LIGHTING SYSTEMS, INC. �� 12" X 16" CONC. PIER 12" X 16" CONC. PIER DAVID NEE -ORDERS STEVE FREIDMAN/ BARB SCHOOR 12 SPLIT FACE REFER TO STRUCT. DWGS. (REFER TO STRUCT, DWGS.) SHIM SPACE W/ ( ) E: Dnee@RighterGroup.com T: (800) 544-4848 (847) 279-0627 BLOCK / 2'-8" A.F.F. BACKER ROD & or SURFACE MATERIALS INC, SEALANT (TYP) MARIANNE KELLY DRIVE-THRU TIMER: T: (800) 231-3223 (x.122) or (440) 248-0000 (x.122) 3M FOOD SERVICE BUSINESS E: mariannek@surfocematerials•com BOB SIUDA-REP. T: (630) 240-8802 or (630) 548-9024 BBM & M E: rTisiuda@mmm.corn - C' 2 10/20/03 SILL DETAIL,4 Q `/ u R I I 1A1 D 1 L Y E TI 1 1\ V r' I N D ®� 1 0/ 2 0/ 0 3 ENLARGED PLAN LAURA McWILLIAM or SHARON LANDRY-ORDERS CARRIE PETTIT-ORDERS T: (800) 275-2930 T: (888) 478-9127 GLENN MARCKWARDT-REP. E; clpettitCry`rnmm.com T:(818)r 241-tObb DRIVE-THRU HEADSET COMMUNICATIONS: - )=,I- " 1 1/2 0 OT `E -D ON 11 x 17 NOTE: DRAWING IS NOT TO SCALE IF SHEET PL I _ " 3 4 =1 -0 NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" E: GMarckwardtC�bbmmco.com 3M FOOD SERVICE BUSINESS BOB SIUDA-REP. _ PAINT; T: (630) 240-8802 or (630) 548-9024 SHERWIN WILLIAMS E; rhsiudo@mmm.com RICK WATSON-SPEC. REP. CARRIE PETTIT-ORDERS T: (800) 321-8194 T: (888) 478-9127 E: rgwatson@sherwin.com E: clpettit@mmm.com NOTE: GENERAL # FOR SHERWIN WILLIAMS (COLOR REFER TO FLOOR SQUARE STEEL CORE DRILL DEPT. -SAMPLES) (800) 382-6567 ELECTRIC HAND DRYER: PLAN FOR LOCATION BASE AS MANUFACTURED BY OF ADA TABLE FALCON - SEE ALLIED BASES 2' DOMECQ QSR SPECIFICATIONS NOTE: THIS IS AN OPTIONAL DETAIL MARK WEINER, ARCH, ACCT. EXEC. T: (617) 438-1408 WORLD DRYER CORPORATION 6' THICK, 4Y2"& EQUIPMENT PLAN FOR USE IN LOCATIONS WHERE AWNING FABRIC: EILEEN MALLOY: ACCOUNT REPRESENTATIVE DIAMETER STEEL FOR FLOOR FINISHES SEE FLOOR FLOOR AREA IS MINIMAL T: (800) 323-0701 3M COMMERCIAL GRAPHICS DIVISION or (708) 449-6950 COVER PLATE, FINISH PLAN WELDED TO CINDY JENKINS E: ernalloy@worlddryer.com T: 444-8088 PRESS 1 COLUMN HWH ABOVE CLO. E: ccenkinsl@mmm.com KITCHEN HOOD / EXHAUST: ccjen WHERE NECESSARY DEB GIAMPOLO-ACCOUNT REP, CAPTIVE-AIRE SYSTEMS, INC. a T: (800) 714-9865 OR (860) 298-8782 T: (600) 334-9256 1" ST - E RAP WHERE E: djgiampoloOmmm,com REQ' IN AREAS OF STRIPED AWNING FABRIC: LANDSCAPE IRRIGATION SYSTEM; SEISMIC ACTIVITY ``' PERSONA 4 JOEL WILLIAMS CANAGLOBE T: (605) 882-2244 or (605)-695-3195 SALVATORE BELLONE E: jwilliams@persona-inc.com T: (508) 820-4444 3" \\—SETTING MILLER CORP. SIS ASST, Salvo tore@gocanaglobe,corn WATER HEATERCINDY C3 E; cmille*ersono-ine.com 1/4"HOLD MATERIAL (SIZE VARIES -SEE w SPECS.) IN STORE TELEVISION AND SOUND SYSTEM: — FRP PANELS: HI- TECH SOUND MARLITE: LIZ TALLON 0 o GREG LEARY-NE OPERATIONS MANAGER T: (800) 649-4487 w T: (845) 987-9414 F: (508) 460-7882 5 ADA TABLE BASE DETAIL EXTERIOR GRADE CUSTOMER SERVICE PLYWOOD T: (330) 343-6621 COMING SOON BANNERS: KEMLITE, Inc, STRATO GRAFIX BOB KILBOURNE DAVE MACE or BRIAN HEFFRON NOT TO SCALE NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" SUPPORTS 1 T: (800) 435-0080 (x.8620) T: (800) 821-9948 1 0 2 O 0 3 DOOR SCHEDULE / / DOOR TYPES NOT TO SCALE DIAGONAL BRACE AT BACK or (781) 273-1530 LIGHTING FIXTURES; brianh@stratografix.corn STEVE CHUNIAS-SALES REP. ADD DIAGONAL BRACE VILLA LIGHTING GERRY FENNESSEY, PRESIDENT DOOR DATA FINISH FRAME DATA FINISH NOTES PEEP HOLE 0 DOOR #109 9" U o AT BOTH SIDES ANCHOR LEGS STEVE DEMARIAS-REP. is (508) 668-3159 FULL STORE WATER NO LOCATION SIZE MATERIAL TYPE INT EXT MATERIAL TYPE INT EXT 1/4" TEMPERED MAIL SLOT GLASS LIGHT \ OFFICE - Ea.E4._ TO FLOOR ANCHOR LEGS TO FLOOR E: steveCwillalighting.com ` MELANIE HURLEY -ORDERS FILTRATION SYSTEM 101A SALES „ 3 -6 x 7 -0 x 1 4 ALUM GL. / A FACT. ALUM 3 FACT. 1,5 GLASS 0 / ONLY t AT ALL CORNERS (800) 325-0963 Eo. Eo. o WOOD "' X ALUMINUM L / ' E: melanieh®villaliyhtiny.com CUNO 7554-6790ROR 101B SALES S-6" x 7'-0" x 1%" ALUM/ GL. A FACT. ALUM 3 FACT. 1,5 105 MENS TOILET 3'-0" x 6'-8" x 13/4" WOOD C NOTE #2 H.M. 1 P-30 _3�} 2,3,5 LA/ KICK H.M7 , �ji �/ HVAC DESIGN; T: (630) (630) 886-3310 E: JFitzgeral com 106 WOMENS TOILET4 „3 „ 3 -0 x 6'-8" x l/ WOOD C NOTE 2 # H.M. 1 P-30 -34 2 3 5 _ PLATE — NCA CONSULTANTS/GROUP NIS -B NN STEVE KARVUNIS-BONN REP. ,� BILL GAUCH T: (800) 637-8606 OR (217) 306-3662 107 UTILITY 2'-8" x 6'-8" x 1%" WOOD C NOTE #2 H.M. 1 P-30 3,5,6 6 18" x 18" LOUVER C D T: (877) 530-0078 E: Steve. Karvunis@bunnamatic, corn VENT 0 OFFICE & — — UTILITY ROOM ONLY E: ncagroup®cs.com DAN SHIELDS -ORDERS T: 646-2866 108 OFFICE 3'-0" x 6'-8" x 1%" WOOD C NOTE 2 H.M.1 P-30 2, 5, 6 CO 109 KITCHEN 4'-0" x 7'-0" x 1%" H.M. B P-30-- 2 H.M. 2 P-3 P- 2 4,5 IF E: dan.shields@bunnomatic.com dons DRYVIT BOB WALTERSDORF, CSI PEPSI: N ARCHITECTURAL PRODUCTS MGR -EAST T: (860) 285-8341 KRISTEN CHAFFEE NOTES F: (860) 285-8347 T; (781) 501-.1641 obe�mvlt.com E:rVlt °O o o wwdry 1. PROVIDE 1" INSULATED & TEMPERED GLASS 5. REFER TO ALLIED DOMECQ QSR VARIES 2' 3'-0" OR 6'-0" SPECIFICAW SCHEDULEONS FORALL DOORS ARE 2, FINISH TO BE ST -21 OVER 5T-23 - _ 6UTILITY DETAIL 5 NATIONA LACCOUNT INEO 10/`�0/ 3 3. UNDERCUT DOOR 1" 6. PROVIDE LOUVERED VENT 0 EACH DOOR FOR UTILITY ROOM AND OFFICE. REFER TO LOCAL CODES REGARDING FIRE 1 2 5 PROVIDE PEEPHOLE CENTEREDRATINGS OF UTILITY ROOM AND DOOR .SHELF FRAMETYPES NOT TO SCALE IN DOOR AT 5-0 A.F.F.4. 1/2'=1 '-0" NOTE: DRAWING IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 4 5 6 7 8 1 10 I 11 12 I 13 2 3 .9 -- 4 IV' �,,07 co � (D 0 i I 00 0 moo® 11 O CU O CCS Q) +j 4 co cl) w 0 W 1�yy ari N dJ► �� uz V d- O o w U)0 K) N o Z —� LL z OLd J WF_�'. w J Z S - -- U EL 0 V � U 00 1ro w 00 w L W a �. >U) _jz V) w 0 N U f-- �z 7-0 O_ _ c� LTJ LLI 0 z U)0 —� LL z F J WF_�'. z UL C):D Q0UD �0 00 1ro w 00 W Z Q �. >U) _jz w 0 N U f-- �z -61 EXTERIOR FINISH MATERIAL SCHEDULE 7 8 10 12 13 14 CORNICE STUCCO -1 r ETAL COPING - 4 RAY TO MATCH CORNICE TUCCO-1 (TYP.) STUCCO -1 A-4 TYP. 14 .1 42 METAL COPING - ` I \ NOTE: TYPICAL GRAY PIER 4 A-6 GRAY TO MATCH - 1 "MIN. THK. A-4 STUCCO -1 (TYP.) J W/ 1/2" SCORE LINES _ 17'-6" A.F.F. TOP OF PARAPET UTS.: -- EXTERIOR WALL - Km I STUCCO -3 N SCONCE (TYP.) (TYP.) 1A- ' WSC P-22 PAINT SHERWIN WILLIAMS SW 7016 MINDFUL GRAY EXTERIOR TRIM, LADDERS, DOORS cl ... STUCCO -2 w CMU -1 SPLIT FACE MASONRY VENEER E.P. HENRY OR APPROVED EQUAL - TO MATCH STUCCO -1 ( VARIES )SEE ELEVATIONS & SECTIONS --- AWNING I ` 10' 0" A.F.F. -- - - AW -22 z - - -C CD NOTE: STUCCO TO BE A DIRECT APPLICATION TO MASONRY WALLS -- Y CONTRACTOR TO INSTALL AS PER MANUFACTURER DETAILS & SPECIFlCATIONSSTUCCO-1 w STUCCO TO BE 1° IN THICKNESS WTH 1/2' SCORE LINES TO MATCH ELEVATIONS 7'- 1 / DRIVE-THRU / .. 2'-0,. � AW -22 � 2,_0„ AND AWNING 3'-6" MIN. _ BEYOND TYP. TYP W S 0 u- 12" W X 4" H ALUM. OVERFLOW SCUPPER (TYP.) 2" OFF LOWEST POINT (TYP.) u 42" HIGH —` GUARDRAIL PREFABRICATED STL. ROOF LADDER • P-22 I- J m CONCRETE FOOTING/ FOUNDATION (SEE STRUCT. DWGS.) CORNICE STUCCO -1 STUCCO -3 � STUCCO -2 -0" FQ. TIE LEADERS INTO UNDERGROUND STORM DRAINAGE SYSTEM (TYP.) INTERNALLY ILLUMINATED AWNING (TYP. ® DRIVE-THRU) • AW -22 PROVIDE LOW -E GLAZING AT DRIVE-THRU NOTE: TYPICAL GRAY PIER WIDTH TO BE 2'-0" UNLESS OTHERWISE NOTED 1" INSULATED TEMPERED CLEAR CLEAR ANODIZED ALUMINUM GLAZING (TYP.) STOREFRONT FRAMING WITH 1" • INSULATED CLEAR GLAZING (TYP.) CONCRETE FOOTING/ FOUNDATION (SEE STRUCT. DWGS.) 1 FRONT ELEVATION 1/4"=1'-0" NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" EXTERIOR WALL W$C SCONCE METAL COPING PAINTED TO MATCH ROYAL PLUM METAL COPING - GRAY SIGN FACE BY TO MATCH STUCCO -1 SIGN VENDOR 2 STUCCO -3 (TYP.) NOTE: A-5 CHANNEL LETTER _- SIGN IS OPTIONAL b, 0 STUCCO -3 � N STUCCO -2 EO. 2'-0" - SEE 4/A - STUCCO -1 _ I I 2 LEFT SIDE ELEVATION NOTE: DWG. IS NOT 10 SCALE IF SHEET PLOTTED ON 11" x 17" 1 1-- 2- 3 _ 4 --- CORNICE STUCCO -1 D D O STUCCO -3 ® STUCCO -3 N DRIVE THRU JJ -j ALUMINUM DOWNSPOUT r TYP. 5TUCC0-2 STUCCO -2 2'-4" 2'-0" EQ. 2'-0" FO. 2'-0 \ SEE 4/A- - TYP. I NOTE: TYPICAL GRAY PIER 2 1"MIN. THK. F\ 117, 1 H\\\, W/ 1/2" SCORE LINES - -- 1 6 2'-0" gp_1EE 4/A- SLIDING DRIVE- STHRU WINDOW USE APPROPRIATE TINT & OPTIONAL LOW -E SHROUD AS PROVIDED BY READY -ACCESS FOR DRIVE-THRU WINDOW 5 _ 6 4" BULLNOSE TO -D MATCH COLOR OF SPLIT BLOCK (TYP.) CLEAR ANODIZED ALUMINUM STOREFRONT FRAMING WITH 1" INSULATED CLEAR GLAZING (TYP.) 10 17'-6" A.F.F. TOP OF PARAPET —{STUCCO -1 10'-0" A.F.F. CEILING HEIGHT —AWNING BEYOND _ 2'-8"_A.F.F. TOP OF SPLIT FACE BLOCK 4' ELEV. 0'-0' FIN. FLOOR CEILING HEIGHT 2'-8" A.F.F. TOP OF SPLIT FACE BLOCK ELEV. 0'-0rIIIIL " —FIN. FLOOR qv 4" BULLNOSL MATCH COLOR OF SPLIT BLOCK (TYP.) 13 & If Baa �o :ate 7,43 _ , (77 LL w O U � U W W n 0(-) Q:� C I W Q F-- z� W W �z z� O U Cr W � Q uI W z� _jO a -o W 0 u� W J � Q 605 • VON• V=4 wNg= rloo c O c;uo ; 00 Z44 LLIL 0 a zz '' J� O CEJ CEJ O Oj I biD 0 �Do °'��d' � M 0 00 I O r� N O CODE MATERIAL MANUFACTURER PRODUCT NO, DESCRIPTION REMARKS w -, ZE AW -22 AWNING FABRIC 0_ o Q D MONOLITH DESIGN GUIDANCE THE MONOLITH CONTAINING THE MUST ALWAYS BE 3M VQ -11419 & VQ -11418 ROYAL PLUM & PUMPKIN ORANGE STRIPED AWNING U >W IC) = ao �e 0�J SIGNAGE PLACED IN THE MOST PROMINENT WAY ECT THE LOCATION. ALWAYS SEL SIDE OF THE BUILDING THAT HAS THE BEST VISIBILITY TO CONSUMER 4 TRAFFIC NOTE: CABINBOX SIGN IS OPTIONAL SIGN FACE BY SIGN VENDOR -- CORNICE DRYVIT OR APPROVED EQUAL DRYVIT OR APPROVED EQUAL DRYVIT GRAY --- -- -- TO MATCH PMS #2U SHERWIN WILLIAMS #SW7016 MINDFUL GRAY -- -- 2'-0" PIERS -_-_ DRYVIT GRAY - TO MATCH PMS #2U / SHERWIN WILLIAMS #SW7016 MINDFUL GRAY _- -_ z pLLJ z STUCCO -1 DIRECT APPLICATION TO MASONRY - - -- #NA1-68-12-01-10 GRAY TO MATCH PMS #2U / SHERWIN WILLIAMS #SW7016 MINDFUL GRAY STUCCO -2 DIRECT APPLICATION TO MASONRY #NAT -68-12-01-12 TAN TO MATCH PMS #720U / SHERWIN WILLIAMS #SW6359 SOCIABLE STUCCO -3 - - DIRECT APPLICATION TO MASONRY #NAT -68-12-01-07 ROYAL PLUM TO MATCH PMS #222U / SHERWIN WILLIAMS #SW6293 FABULOUS GRAPE z O O — 10 12 13 14 CORNICE STUCCO -1 r ETAL COPING - 4 RAY TO MATCH CORNICE TUCCO-1 (TYP.) STUCCO -1 A-4 TYP. 14 .1 42 METAL COPING - ` I \ NOTE: TYPICAL GRAY PIER 4 A-6 GRAY TO MATCH - 1 "MIN. THK. A-4 STUCCO -1 (TYP.) J W/ 1/2" SCORE LINES _ 17'-6" A.F.F. TOP OF PARAPET UTS.: -- EXTERIOR WALL - Km I STUCCO -3 N SCONCE (TYP.) (TYP.) 1A- ' WSC P-22 PAINT SHERWIN WILLIAMS SW 7016 MINDFUL GRAY EXTERIOR TRIM, LADDERS, DOORS cl ... STUCCO -2 w CMU -1 SPLIT FACE MASONRY VENEER E.P. HENRY OR APPROVED EQUAL - TO MATCH STUCCO -1 ( VARIES )SEE ELEVATIONS & SECTIONS --- AWNING I ` 10' 0" A.F.F. -- - - AW -22 z - - -C CD NOTE: STUCCO TO BE A DIRECT APPLICATION TO MASONRY WALLS -- Y CONTRACTOR TO INSTALL AS PER MANUFACTURER DETAILS & SPECIFlCATIONSSTUCCO-1 w STUCCO TO BE 1° IN THICKNESS WTH 1/2' SCORE LINES TO MATCH ELEVATIONS 7'- 1 / DRIVE-THRU / .. 2'-0,. � AW -22 � 2,_0„ AND AWNING 3'-6" MIN. _ BEYOND TYP. TYP W S 0 u- 12" W X 4" H ALUM. OVERFLOW SCUPPER (TYP.) 2" OFF LOWEST POINT (TYP.) u 42" HIGH —` GUARDRAIL PREFABRICATED STL. ROOF LADDER • P-22 I- J m CONCRETE FOOTING/ FOUNDATION (SEE STRUCT. DWGS.) CORNICE STUCCO -1 STUCCO -3 � STUCCO -2 -0" FQ. TIE LEADERS INTO UNDERGROUND STORM DRAINAGE SYSTEM (TYP.) INTERNALLY ILLUMINATED AWNING (TYP. ® DRIVE-THRU) • AW -22 PROVIDE LOW -E GLAZING AT DRIVE-THRU NOTE: TYPICAL GRAY PIER WIDTH TO BE 2'-0" UNLESS OTHERWISE NOTED 1" INSULATED TEMPERED CLEAR CLEAR ANODIZED ALUMINUM GLAZING (TYP.) STOREFRONT FRAMING WITH 1" • INSULATED CLEAR GLAZING (TYP.) CONCRETE FOOTING/ FOUNDATION (SEE STRUCT. DWGS.) 1 FRONT ELEVATION 1/4"=1'-0" NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" EXTERIOR WALL W$C SCONCE METAL COPING PAINTED TO MATCH ROYAL PLUM METAL COPING - GRAY SIGN FACE BY TO MATCH STUCCO -1 SIGN VENDOR 2 STUCCO -3 (TYP.) NOTE: A-5 CHANNEL LETTER _- SIGN IS OPTIONAL b, 0 STUCCO -3 � N STUCCO -2 EO. 2'-0" - SEE 4/A - STUCCO -1 _ I I 2 LEFT SIDE ELEVATION NOTE: DWG. IS NOT 10 SCALE IF SHEET PLOTTED ON 11" x 17" 1 1-- 2- 3 _ 4 --- CORNICE STUCCO -1 D D O STUCCO -3 ® STUCCO -3 N DRIVE THRU JJ -j ALUMINUM DOWNSPOUT r TYP. 5TUCC0-2 STUCCO -2 2'-4" 2'-0" EQ. 2'-0" FO. 2'-0 \ SEE 4/A- - TYP. I NOTE: TYPICAL GRAY PIER 2 1"MIN. THK. F\ 117, 1 H\\\, W/ 1/2" SCORE LINES - -- 1 6 2'-0" gp_1EE 4/A- SLIDING DRIVE- STHRU WINDOW USE APPROPRIATE TINT & OPTIONAL LOW -E SHROUD AS PROVIDED BY READY -ACCESS FOR DRIVE-THRU WINDOW 5 _ 6 4" BULLNOSE TO -D MATCH COLOR OF SPLIT BLOCK (TYP.) CLEAR ANODIZED ALUMINUM STOREFRONT FRAMING WITH 1" INSULATED CLEAR GLAZING (TYP.) 10 17'-6" A.F.F. TOP OF PARAPET —{STUCCO -1 10'-0" A.F.F. CEILING HEIGHT —AWNING BEYOND _ 2'-8"_A.F.F. TOP OF SPLIT FACE BLOCK 4' ELEV. 0'-0' FIN. FLOOR CEILING HEIGHT 2'-8" A.F.F. TOP OF SPLIT FACE BLOCK ELEV. 0'-0rIIIIL " —FIN. FLOOR qv 4" BULLNOSL MATCH COLOR OF SPLIT BLOCK (TYP.) 13 & If Baa �o :ate 7,43 _ , (77 LL w O U � U W W n 0(-) Q:� C I W Q F-- z� W W �z z� O U Cr W � Q uI W z� _jO a -o W 0 u� W J � Q 605 • VON• V=4 wNg= rloo c O c;uo ; 00 Z44 LLIL 0 a zz '' J� O CEJ CEJ O Oj I biD 0 �Do °'��d' � M 0 00 I O r� N O o L,, 0 Z V) w w -, J Z W 0_ o Q D (U/� Cfl U >W IC) = ao �e 0�J W w Q oLL �U z pLLJ z ((� 0� EL U J W z N � z z O O — 0- - F U L -i Cf) w cl� D O z z J W 0_ o I Co Cfl WLL Uo >W IC) = ao �e 0�J W oLL �U z pLLJ z ((� 0� EL U J W N � z j W Q 0 I 0 Ld U) 2 3 4 0 F 5 CEJ 6 7 8 Q0 9 10 L 11 12 13. 14 Qo C) EXTERIOR FINISH MATERIAL. SCHEDULE 0 O0 00 U) n 0 Li z: CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION REMARKS z 02 o c> ct Eu A_j 0 4., IL tV c /5 -4-j 0 z AW -22 AWNING FABRIC 3M VQ -11419 & VQ -11418 ROYAL PLUM & PUMPKIN ORANGE STRIPED AWNING 0 0 4� CA vC C> 150­T)P TYP. METAL COPING PAINTED TO MATCH STUCCO -1 SLOPE OF ROOF BEYOND A-6 LL 42" GUARDRAIL CORNICE DRYVIT OR APPROVED EQUAL DRYVIT GRAY TO MATCH PMS #2U SHERWIN WILLIAMS #SW7016 MINDFUL GRAY 2'-0" PIERS DRYVIT OR APPROVED EQUAL DRYVIT GRAY TO MATCH PMS #2U SHERWIN WILLIAMS #SW7016 MINDFUL GRAY STUCCO -1 DIRECT APPLICATION TO MASONRY #NAI -68-12-01-10 GRAY TO MATCH PMS #2U SHERWIN WILLIAMS #SW7016 MINDFUL GRAY STUCCO -2 DIRECT APPLICATION TO MASONRY #NAI -68-12-01-12 TAN TO MATCH PMS #720U SHERWIN WILLIAMS #SW6359 SOCIABLE STUCCO -3 DIRECT APPLICATION TO MASONRY #NAI -68-12-01-07 ROYAL PLUM TO MATCH PMS #222U SHERWIN WILLIAMS #SW6293 FABULOUS GRA12E OF PARAPET PREFABRICATED STL LADDER P-22 PAINT SHERWIN WILLIAMS SW 7016 MINDFUL GRAY EXTERIOR TRIM, LADDERS, DOORS Uc: cc .31 CMU -1 SPLIT FACE MASONRY VENEER E.P. HENRY OR APPROVED EQUAL TO MATCH STUCCO -1 VARIES )SEE ELEVATIONS & SECTIONS 101-0. A.F.F. 'CEILING HEIGHT 2'-0" 2'-0" ". . AWNING BEYOND', --AWNING . . i . .. EQ. 2L NOTE; STUCCO TO BE A DIRECT APPLICATION TO MASONRY WALLS• CONTRACTOR TO INSTALL AS PER MANUFACTURER DETAILS & SPECIFICATIONS STUCCO TO BE f IN THICKNESS WITH 1/2' SCORE LINES TO MATCH ELEVATIONS STUCCO -1 ------CLEAR ANODIZED ALUMINUM STOREFRONT FRAMING WITH 1" 4" BULLNOSE TO INSULATED CLEAR MATCH COLOR OF SPLIT FACE GLAZING (TYP.) VENEER (TYP.) 2'-&" A.F.F. TOP OF SPLIT FACE BLOCK SLIDING DRIVE CMU -1• FCM,Ui---,- �-__ CMU -1 THRU WINDOW Ll OL ELEV. 0'-0" r 7 \-F FIN. FLOOR r L CONCRETE FOOTING/ FOUNDATION (REFER TO STRUCT. DWGS.) ca - REAR ELEVATION 10/20/03 NOTE; DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" LA_ CORNICE INTERNALLY ILLUMINATED AWNING (TYP, 0 VESTIBULE) STUCCO -3 METAL COPING PAINTED �-4 TYP. TO MATCH ROYAL PLUM I \A-5 SIGN FACE BY SIGN VENDOR NOTE: CHANNEL LETTER SIGN IS OPTIONAL ISTUCCO- 3 6' 8" L CORNICE (A-6 STUCCO -1 �A-6 LITJ A A-4 CORNICE STUCCO -1 METAL COPING - ORA-Y— TO MATCH STUCCO -1 (TYP.) 170-6p) -A.F.F. "IF"TOP OF PARAPET 15'-9"A.F.F. TOP OF ROOF mo mow -— — — — — — — — — — — — — — — — — — — -------- — — — — — — — —7 — — — — — — — — -- • .FSTUCCO--2 . EXTERIOR WALL STUCCO-] .,AREA LIGHT DOOR 10'-0" A. F, F. "� CEILING A I I I HEIGHT 10'-7" SCONCE Wsc AWNING 2'-0" BEYOND 'AAW-22 TOP OF SPLIT FACE BLOCK / / 1 >lAl STUCCO -2 1' . -, ..2' 8" 2 -lo 2 A-7 / CMU -1 • El 2'-0" STUCCO -2 EQ.' STUCCO -2 2' -0" 2' 190' VIEW --QOOR AND-* PEEP . HOLE P 22 • FRAt� CMU -1 ,lk ELEV. 0'-0" 'IV FIN. FLOOR CD CONCRETE FOOTING/ FOUNDATION 4" BULLNOSE TO EXTERIOR FROST (REFER TO STRUCT. DWGS,) 1" TEMPERED INSULATED CLEAR GLAZING BELOW TOP OF SILL CLEAR ANODIZED ALUMINUM STOREFRONT FRAMING WITH I" INSULATED CLEAR GLAZING (TYP.) MATCH COLOR OF SPLIT FACE BLOCK (TYP.) PROOF HOSE BIBB < 2 RIGHT SIDE ELEVATION 1/4)1=1 0 NOTE: DWG. 15 NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 1 0 2 /03 1— 2 1 3 —1 4 5 6 7 8 9 I 10 11 12 13 0 Ld U) Lu H rfl N 0 z _j CEJ w 0 Q0 < LLJ u z ct� co Qo C) V) 0 O0 00 U) n 0 Li z: o u- 0,_, C/) w z 02 o c> ct Eu A_j 0 4., IL tV c /5 -4-j 0 z Lu 0 0 CA vC C> 0 J- o V) LJ 0 Ld U) Lu rfl N 0 z _j w 0 Q0 < LLJ u z ct� w Qo C) V) 0 0 00 U) n 0 Li z: o u- 0,_, C/) w z 02 cn ct Eu V) w �_ 0 IL tV >< Z z Lu 0 0 F-- 0 > V) LJ U) Lu z _j w 0 Q0 Z U- Q w Qo w Cd W :r o 00 U) n 0 W z: o u- 0,_, C/) w z 02 cn ct Eu w �_ 0 IL tV >< Z Lu — — ---- .gyp is i 1_ 2 3 4 5 10'-4" WC -23 • WC -231. LINE OF EQ, EQ. EQ. DROP CLG D / r • ST -23 • / � / • ST -21 � 7 r--FPL--21I A-10 _�- .,J i TRASH p II II CV N PLYWOOD WOOD OAK STAINED (OAK), FST -__21 WITH THREE COATS w OF CLEAR POLYURETHANE, ST -21 WALL FRAMING BOTTOM OF CHAIR RAILWC-21 ELEV. 2'-4 1 /2"T (Z un NOTE: FASTEN CHAIR RAIL TO STUDS, PROVIDE BLOCKING AS REQUIRED 7 8 I a 10 .i 11 12 { 14 WALL • ST -23 ST -21 _I 7 _ 1 SHERWIN WILLIAMS • 2106 f BEYOND WC -25 CLEAR ANODIZED ALUMINUM Y 1_ 2 3 4 5 10'-4" WC -23 • WC -231. LINE OF EQ, EQ. EQ. DROP CLG D / r • ST -23 • / � / • ST -21 � 7 r--FPL--21I A-10 _�- .,J i TRASH p II II CV N mm t. PLYWOOD WOOD OAK STAINED (OAK), FST -__21 WITH THREE COATS w OF CLEAR POLYURETHANE, ST -21 WALL FRAMING BOTTOM OF CHAIR RAILWC-21 ELEV. 2'-4 1 /2"T (Z un NOTE: FASTEN CHAIR RAIL TO STUDS, PROVIDE BLOCKING AS REQUIRED 7 8 I a 10 .i 11 12 { 14 WALL • ST -23 ST -21 _I 7 _ 1 SHERWIN WILLIAMS • 2106 f BEYOND WC -25 CLEAR ANODIZED ALUMINUM Y SW 6363 - - - rt LW FORMICA #85913-58 RASPBERRY VINAIGRETTE --------I LINE OF STOREFRONT W/ 1" INSULATED WC -21 PLASTIC LAMINATE Imo\\ I = WC -25 1 O y SHERWIN WILLIAMS DROP CLG GLAZING (TYP.) 3 COATS OVER ST -23 THIS WALL IS SET BACK FROM WALL STAIN IE 11 SW 3112-K .7. WC -25 WC -21 BBM & M GRAPHICS WC -23 SALES AREA WALL - SEE FLOOR PLAN Jk �- Q SURFACE MATERIALS w WC -24 n aIK �I IE 11 SWIRL PATTERN W/ COFF. CUP ICON WC -25 WALL COVERING r 025429A TJ IE _ JI IE j -------- • WALL COVERING RIGHTER GROUP DD100 r 110 2 T-22 B-22 FRP-22 AC-22/AC-23 ,w dIII­ o ; ---� --- --- o NOTE: DRAWING NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" LL h - -I =I TRANSLITE mm t. PLYWOOD WOOD OAK STAINED (OAK), FST -__21 WITH THREE COATS w OF CLEAR POLYURETHANE, ST -21 WALL FRAMING BOTTOM OF CHAIR RAILWC-21 ELEV. 2'-4 1 /2"T (Z un NOTE: FASTEN CHAIR RAIL TO STUDS, PROVIDE BLOCKING AS REQUIRED 7 8 I a 10 .i 11 12 m 14 WALL • ST -23 ST -21 _I W = _ 1 SHERWIN WILLIAMS • 2106 f BEYOND WC -25 CLEAR ANODIZED ALUMINUM SHERWIN WILLIAMS SW 6363 - - - I I LW FORMICA #85913-58 RASPBERRY VINAIGRETTE --------I LINE OF STOREFRONT W/ 1" INSULATED WC -21 PLASTIC LAMINATE Imo\\ I = WC -25 U- O y SHERWIN WILLIAMS DROP CLG GLAZING (TYP.) 3 COATS OVER ST -23 THIS WALL IS SET BACK FROM WALL STAIN IE 11 SW 3112-K .7. WC -25 WC -21 BBM & M GRAPHICS WC -23 SALES AREA WALL - SEE FLOOR PLAN Jk �- Q SURFACE MATERIALS w WC -24 WC -26 aIK �I IE 11 SWIRL PATTERN W/ COFF. CUP ICON WC -25 WALL COVERING RIGHTER GROUP 025429A TJ IE _ JI IE j -------- • WALL COVERING RIGHTER GROUP DD100 r 110 BASKIN ROBBINS�' T-22 B-22 FRP-22 AC-22/AC-23 ,w dIII­ o mm t. PLYWOOD WOOD OAK STAINED (OAK), FST -__21 WITH THREE COATS w OF CLEAR POLYURETHANE, ST -21 WALL FRAMING BOTTOM OF CHAIR RAILWC-21 ELEV. 2'-4 1 /2"T (Z un NOTE: FASTEN CHAIR RAIL TO STUDS, PROVIDE BLOCKING AS REQUIRED 7 8 I a 10 NOTES 11 12 m F7/ WC -24 I �� J I J / .- EQ. EQ. 54 MATERIAL = LINE OF 0 U J I DROP CLG --r----- r -----n l -I "r- .- I II i1IItI1,�SIIII II1IUIII ll` `IIII IIl IIIr(II=-=�S�=,I PL-21 FRONT LINE T�jj7 CD L�I-L- I 1 - SEE LCOVE CASEWORKBEYOND It' FLOOR PLAN IS c I �— KITCHEN W IP Iluluu iu lug BEYOND i i �� i�� iii �� iii Z I w B-21 iii \\ ii i ii,'� ii iii \\iii o W LL= �___� ' L===� 11 i a C� I I I I ----- `.- - - - - _- ---II N I, - - - -- KICK PLATE CLEAR ANODIZED ALUMINUM 5 - 3 2A • B-21 •• B-22 B-22 ST -23 PL -21 2A B-21 • B-21 2A 16"-18" A.F.F. STOREFRONT W/ 1 B-21 1 INSULATED TEMPERS T 2 _ . B_21 1 INSULATED TEMPERS ST -21 A-3 U Q A-3 INSULATED GLAZING, (TYP.) GLAZING, (TYP.) • ST -21 • A-3 GLAZING, (iYP.) KICK PLATE (f) 16"-18" A.F.F. LSI C �� -10/20/03 TER RELEVATION@ D G AREA 10/03 .3 T E EVAT 0 CA E AREA10/20/03 �TEF� 0F� E EVATO[\l E����Af�ICE VESTBU E2 0 / U "_ " "= SC SHEET PLOTTED 0 11" x 17" 1/4 NOTE: DRAWING NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" < /4 -1 -0 NOTE: DRAWING NOT >U SCALE IF SHEET PLOTTED ON 11 x 17 1/4 1 0 NOTE. DRAWING NOT TO ALE IF EE L N VALUE COMBO BOARD TO �Y FRP-23 BE CENTERED ON POS CNG OF DROP A BASKIN ROBBINS NOTE: PROVIDED AREA AT DUNKIN' FRONT SOFFIT: SEE DWG. j� TRANSLITE - L 0UP TO 4'-6" HEIGHT AT WC-21WC-21 LINE. #2, SHT. A-2 - BACK LINE " " " AS REQ'D BY 10 2 2 2 MUNICIPALITY I I C LINE OF DROP CLG PLYWOOD WOOD OAK STAINED (OAK), FST -__21 WITH THREE COATS w OF CLEAR POLYURETHANE, ST -21 WALL FRAMING BOTTOM OF CHAIR RAILWC-21 ELEV. 2'-4 1 /2"T (Z un NOTE: FASTEN CHAIR RAIL TO STUDS, PROVIDE BLOCKING AS REQUIRED 7 8 I 9 10 NOTES 11 12 ( 13 14 WALL • ST -23 ST -21 _I W = _ 1 SHERWIN WILLIAMS • 2106 WC -23 BEYOND WC -25 CLEAR ANODIZED ALUMINUM SHERWIN WILLIAMS SW 6363 - - - I I LW FORMICA #85913-58 RASPBERRY VINAIGRETTE --------I LINE OF STOREFRONT W/ 1" INSULATED WC -21 PLASTIC LAMINATE Imo\\ I = WC -25 -- fl- 71 7l O U SHERWIN WILLIAMS DROP CLG GLAZING (TYP.) 3 COATS OVER ST -23 THIS WALL IS SET BACK FROM WALL STAIN IE 11 SW 3112-K OVER FINISH TRIM, CHAIR RAIL, WD. DOORS (2 COATS) WC -25 WC -21 BBM & M GRAPHICS WC -23 SALES AREA WALL - SEE FLOOR PLAN Jk �- Q SURFACE MATERIALS FRENCH VANILLA WC -24 WC -26 aIK �I IE 11 SWIRL PATTERN W/ COFF. CUP ICON WC -25 WALL COVERING RIGHTER GROUP 025429A TJ IE _ JI IE j -------- • WALL COVERING RIGHTER GROUP DD100 �i I 110 BASKIN ROBBINS�' T-22 B-22 FRP-22 AC-22/AC-23 IE dIII­ o ; ---� --- --- o NOTE: DRAWING NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" LL W - -I =I TRANSLITE ---- I--- -- FINISH I I I-------- I I SCHEDULE „ „_ _ I- - 8 I 9 I-- 10 I 11 I 12 HAND SINK n 232A B-22 F7/ WC -24 I �� J I J / .- EQ. EQ. 54 MATERIAL = LINE OF 0 U J I DROP CLG --r----- r -----n l -I "r- .- I II i1IItI1,�SIIII II1IUIII ll` `IIII IIl IIIr(II=-=�S�=,I PL-21 FRONT LINE T�jj7 CD L�I-L- I 1 - SEE LCOVE CASEWORKBEYOND It' FLOOR PLAN IS c I �— KITCHEN W IP Iluluu iu lug BEYOND i i �� i�� iii �� iii Z I w B-21 iii \\ ii i ii,'� ii iii \\iii o W LL= �___� ' L===� 11 i a C� I I I I ----- `.- - - - - _- ---II N I, - - - -- KICK PLATE CLEAR ANODIZED ALUMINUM 5 - 3 2A • B-21 •• B-22 B-22 ST -23 PL -21 2A B-21 • B-21 2A 16"-18" A.F.F. STOREFRONT W/ 1 B-21 1 INSULATED TEMPERS T 2 _ . B_21 1 INSULATED TEMPERS ST -21 A-3 U Q A-3 INSULATED GLAZING, (TYP.) GLAZING, (TYP.) • ST -21 • A-3 GLAZING, (iYP.) KICK PLATE (f) 16"-18" A.F.F. LSI C �� -10/20/03 TER RELEVATION@ D G AREA 10/03 .3 T E EVAT 0 CA E AREA10/20/03 �TEF� 0F� E EVATO[\l E����Af�ICE VESTBU E2 0 / U "_ " "= SC SHEET PLOTTED 0 11" x 17" 1/4 NOTE: DRAWING NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" < /4 -1 -0 NOTE: DRAWING NOT >U SCALE IF SHEET PLOTTED ON 11 x 17 1/4 1 0 NOTE. DRAWING NOT TO ALE IF EE L N VALUE COMBO BOARD TO �Y FRP-23 BE CENTERED ON POS CNG OF DROP A BASKIN ROBBINS NOTE: PROVIDED AREA AT DUNKIN' FRONT SOFFIT: SEE DWG. j� TRANSLITE - L 0UP TO 4'-6" HEIGHT AT WC-21WC-21 LINE. #2, SHT. A-2 - BACK LINE " " " AS REQ'D BY 10 2 2 2 MUNICIPALITY I I C LINE OF DROP CLG PLYWOOD WOOD OAK STAINED (OAK), FST -__21 WITH THREE COATS w OF CLEAR POLYURETHANE, ST -21 WALL FRAMING BOTTOM OF CHAIR RAILWC-21 ELEV. 2'-4 1 /2"T (Z 5 NOTE: FASTEN CHAIR RAIL TO STUDS, PROVIDE BLOCKING AS REQUIRED SIGNAGE SALES AREA W 0 WC -24 I �� J I J / .- EQ. EQ. 54 MATERIAL = LINE OF 0 U J I DROP CLG --r----- r -----n l -I "r- .- I II i1IItI1,�SIIII II1IUIII ll` `IIII IIl IIIr(II=-=�S�=,I PL-21 FRONT LINE T�jj7 CD L�I-L- I 1 - SEE LCOVE CASEWORKBEYOND It' FLOOR PLAN IS c I �— KITCHEN W IP Iluluu iu lug BEYOND i i �� i�� iii �� iii Z I w B-21 iii \\ ii i ii,'� ii iii \\iii o W LL= �___� ' L===� 11 i a C� I I I I ----- `.- - - - - _- ---II N I, - - - -- KICK PLATE CLEAR ANODIZED ALUMINUM 5 - 3 2A • B-21 •• B-22 B-22 ST -23 PL -21 2A B-21 • B-21 2A 16"-18" A.F.F. STOREFRONT W/ 1 B-21 1 INSULATED TEMPERS T 2 _ . B_21 1 INSULATED TEMPERS ST -21 A-3 U Q A-3 INSULATED GLAZING, (TYP.) GLAZING, (TYP.) • ST -21 • A-3 GLAZING, (iYP.) KICK PLATE (f) 16"-18" A.F.F. LSI C �� -10/20/03 TER RELEVATION@ D G AREA 10/03 .3 T E EVAT 0 CA E AREA10/20/03 �TEF� 0F� E EVATO[\l E����Af�ICE VESTBU E2 0 / U "_ " "= SC SHEET PLOTTED 0 11" x 17" 1/4 NOTE: DRAWING NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" < /4 -1 -0 NOTE: DRAWING NOT >U SCALE IF SHEET PLOTTED ON 11 x 17 1/4 1 0 NOTE. DRAWING NOT TO ALE IF EE L N VALUE COMBO BOARD TO �Y FRP-23 BE CENTERED ON POS CNG OF DROP A BASKIN ROBBINS NOTE: PROVIDED AREA AT DUNKIN' FRONT SOFFIT: SEE DWG. j� TRANSLITE - L 0UP TO 4'-6" HEIGHT AT WC-21WC-21 LINE. #2, SHT. A-2 - BACK LINE " " " AS REQ'D BY 10 2 2 2 MUNICIPALITY I I C LINE OF DROP CLG PLYWOOD WOOD OAK STAINED (OAK), FST -__21 WITH THREE COATS w OF CLEAR POLYURETHANE, ST -21 WALL FRAMING BOTTOM OF CHAIR RAILWC-21 ELEV. 2'-4 1 /2"T (Z 5 NOTE: FASTEN CHAIR RAIL TO STUDS, PROVIDE BLOCKING AS REQUIRED SIGNAGE SALES AREA W 0 NOTES (MEN/WOMEN) 102 FRP-23 FIBERGLASS REINFORCED POLYESTER PANELS WALL • ST -23 ST -21 SERVICE AREA & RESTROOMS AS NOTED W = _ 1 SHERWIN WILLIAMS Q EQ E e ' f -r SANDWICH S VALUE HOT COLD DONUTS FRP-22 (VERIFY) r___---L----� pJl WC -25 " Q BAGELS CO BOS BEV. BEV. BAKERY i EXHAUST (,J� NOTE P-34 HOOD �����• 1. CHARACTERS AND SYMBOLS SHALL —T ICE CREAM BEVERAGES 1 �a ADA ROOM SIGN rr----- --- _=---, ___-_- F� CONTRAST WITH THEIR BACKGROUND. IDENTIFICATION SIGN I r- -7 r-_----___--------� ,I FRP 23 BREWING ICE COFFEE STATION i �I (LATCH SIDE OF DOOR) o i VDU 1 I I--_ ---I t= �__� =x- -�-� I /� II II I ' ` I I 2, IDENTIFICATION SYMBOLS ARE TO BE ON I I SCALE r ---I I _ , -- I - r r , --,r- r-� I F -_, BREWING AND r__ I / MINI �� L EL=_� k=�--�--I-"----'-� I I I �, 1 1 I DOOR 60 ABOVE FLOOR AND ARE TO BE --- & HAND I -- r- r - r = r 1 t I I I =- = , /� DISPENSING I I RACK RINSE BASKIN ROBBINS BfEWIN _ /� ------^-__�-_-- --_-_ 1 ST -Q3 ST -21 I ____ k=�__L=Y- �-- ° J I I I It �_� I III I I I I I DISTINCTLY DIFFERENT FROM THE DOOR IN STATIONS 1 I \ OVEN ,' WARMER SINK S ATIO I_-_ -- I r--r--r---r--r-Jr--r- l I I I II ����I I' _� V� AGS C�I�IE ---- ----- j v -- t_-_-�_'_�_ _ _ "-� --1- ,�y. _--- a = _ _ - I I I COLOR AND CONTRAST. • --5�1 ----- 1�-==� ___ - k -�_-� r_�- �' Y -_a_- L_� r _ - I' Ilr(�( (��l(Irr------------------ri, I \`��/-- 1--I _ _ -_ \ a► co �r�- I I I I k---- -__ I 26 III I I PL -21 1If - �� I SUNDAE I� ---_l I� - II- -il I -- -- 1 r- r- v - Y r= r = I SPRESS' I =-=___ I D.T. III III �� I� -II I I ------------------I I Ir--- r r --- I I r If t-=_L_Y_�_-� -� 11 II I COOLATTh I FRP-23 I I I IIII I r 11 I I 1 1 11 3. PROVIDE ROOM IDENTIFICATION SIGN ON :'------��I I II CENTER ----I 1- ( _ - - - - II ,cul I 1 I POS II IIIA==-�� �I� A3 I I ------------------ I II I I 11 WALL TO LATCH SIDE OF DOOR. a '•� ,• II 1P�` III --- I 11 I I= II II I r------ Ir- ------- I Il -- I-- I I --� _- --- u ---- -- II �� hill I I I STATION I I IIU -- L_ I I - _ = I I I I IL_-_� L __�I -- - �! _ I�_ r _� T _f �_ � r t��- �µ----------__-�_r _ �_ nl I II(" r--4 -- -- r I 4. LETTERS &NUMBERS ON SIGNS SHALL BE c> -"-4'-6" TO BOTTOM OF OPTIONAL VDU MONITOR; PROVID RAISED 1/32" MIN., SHALL BE A HIN.OF I / DRIVE-THRU KIEL 04 / 6 -0 WHERE POSSIBLE, WHEN VDU WILL NOT INTERFERE B_22 AREA BEYOND 5/8 HIGH &SHALL BE SANS-• SERIF WITH MENU BOARDS - IF WALL MOUNT IS NOT POSSIBLE, ALL COFFEE BREWING STATIONS, COOLATTA / ICE COFFEE, UPPERCASE CHARACTERS ACCOMPANIED LOCATE VDU ON PEDESTAL ABOVE RINSE SINK RACK OVEN, & ICE MACHINESTO BE CONNECTED TO FILTERED BY GRADE 2 BRAILLE. WATER SUPPLY BY G.C. B-21 4 INTERIOR ELEVATION @SERVICE AREA 5 INTERIOR ELEVATION 10/20/03 /4"=1'-0" NOTE: DRAWING NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" NOTE: DRAWING NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 1/4"=1'-0" NOTE: DRAWING NOT TO SCALE IF SHEET PLOTTED ON 11" x 17 SOAP WALL FINISH MATERIAL SCHEDULE 10/20/03 DISPENSER . 710E WC -26 514 CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION/REMARKS PAPER TOWEL • FRP-22 DISPENS210C TOP OF CHAIR RAIL B-21 TILE BASE KEOPE JAPURA 6" X 12" UNPOLISHED ER ELEV. 2'-10" B-22 COVE BASE METROPOLITAN 507 PURITAN GRAY 6" X 6" OPTIONAL FLASH FIBERGLASS REINFORCED MARLITE P-100 WHITE ALT. KEMLITE-#85 WHITE KEY PLAN NO SCALE PLYWOOD WOOD OAK STAINED (OAK), FST -__21 WITH THREE COATS w OF CLEAR POLYURETHANE, ST -21 WALL FRAMING BOTTOM OF CHAIR RAILWC-21 ELEV. 2'-4 1 /2"T FREEZER 5 NOTE: FASTEN CHAIR RAIL TO STUDS, PROVIDE BLOCKING AS REQUIRED FRP-22 SALES AREA CEILING CODE J NOTES 0 102 FRP-23 FIBERGLASS REINFORCED POLYESTER PANELS WALL P--118 ALMOND SERVICE AREA & RESTROOMS AS NOTED P-30 PAINT SHERWIN WILLIAMS • 2106 EXTRA WHITE BEYOND PAINT SHERWIN WILLIAMS SW 6363 - - - PL -21 • 231r FORMICA #85913-58 RASPBERRY VINAIGRETTE --------I PL -34 PLASTIC LAMINATE Imo\\ I = it -- fl- 71 7l r CLR, COAT POLY FINISH SHERWIN WILLIAMS V841F82 3 COATS OVER ST -23 r STAIN IE 11 SW 3112-K OVER FINISH TRIM, CHAIR RAIL, WD. DOORS (2 COATS) FRP-23 WALL COVERING BBM & M L_a IE Jk d WALL COVERING SURFACE MATERIALS FRENCH VANILLA WC -24 IK aIK �I IE 11 SWIRL PATTERN W/ COFF. CUP ICON WC -25 WALL COVERING RIGHTER GROUP 025429A TJ IE JIIE JI IE j -------- • WALL COVERING RIGHTER GROUP DD100 �i I 110 IE JI T-22 B-22 FRP-22 AC-22/AC-23 IE dIII­ JI IE 11 ; ---� --- --- o NOTE: DRAWING NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" AC-,25/AC-23 - -I =I _ ---- I--- -- FINISH I I I-------- SCHEDULE „ „_ _ I- - 8 I 9 I-- 10 I 11 I 12 HAND SINK I 13 232A B-22 B-21 • 23ZB 230 ' 6 'AN D W CH STATION ELEVATION 1/4"=1'-0" NOTE: DRAWING NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 0 o KEY PLAN NO SCALE 2 PLYWOOD WOOD OAK STAINED (OAK), FST -__21 WITH THREE COATS w OF CLEAR POLYURETHANE, ST -21 WALL FRAMING BOTTOM OF CHAIR RAILWC-21 ELEV. 2'-4 1 /2"T 4 5 NOTE: FASTEN CHAIR RAIL TO STUDS, PROVIDE BLOCKING AS REQUIRED FRP-22 POLYESTER PANELS CEILING CODE J NOTES 0 102 FRP-23 FIBERGLASS REINFORCED POLYESTER PANELS MARLITE P--118 ALMOND SERVICE AREA & RESTROOMS AS NOTED P-30 PAINT SHERWIN WILLIAMS -SW 7006 EXTRA WHITE P-34 PAINT SHERWIN WILLIAMS SW 6363 GINGERY; MTL DOOR JAMBS & HARDWARE PL -21 PLASTIC LAMINATE FORMICA #85913-58 RASPBERRY VINAIGRETTE WAINSCOT PL -34 PLASTIC LAMINATE BEIM & M PNLP1 OPTIONAL - IN PLACE OF WC -21 ST -21 CLR, COAT POLY FINISH SHERWIN WILLIAMS V841F82 3 COATS OVER ST -23 ST -23 STAIN SHERWIN WILLIAMS SW 3112-K OVER FINISH TRIM, CHAIR RAIL, WD. DOORS (2 COATS) FRP-23 WALL COVERING BBM & M P-1 CUSTOM 2 COLOR SWIRL WC -23 WALL COVERING SURFACE MATERIALS L1 BW21 FRENCH VANILLA WC -24 WALL COVERING RIGHTER GROUP DD300 SWIRL PATTERN W/ COFF. CUP ICON WC -25 WALL COVERING RIGHTER GROUP 025429A DECORATIVE SWIRL BORDER 10/20/03 / CHAR R•A L DETAIL 10/20/03 WC -26 WALL COVERING RIGHTER GROUP DD100 SWIRL PATTERN 110 KITCHEN T-22 B-22 FRP-22 AC-22/AC-23 111 ALCOVE T-21 HALF SCALE NOTE: DRAWING NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" AC-,25/AC-23 1 ROOM FINISH SCHEDULE 1. REFER TO INTERIOR ELEVATIONS SHEET A-10 FOR PROPER WALL FINISHES IN VESTIBULE, SALES AREA, SEATING AREA, AND ALCOVE 2. ALTERNATE WALL FINISH IN BATHROOMS TO BE 6"x 6" WHITE CERAMIC TILE; SEE ALLIED DOMECQ QSR SPECIFICATIONS 8 I 9 I-- 10 I 11 I 12 10/20/03 I 13 2 ( 3 4 5 6 7 o z CEILING CODE J NOTES 0 102 SALES AREA T-21 B-21 VARIES AC-25/AC-23 z 1 103 d� � I I 00 cq bAO a� o c o co 0�, b P, 0 . c, d- a NO. ROOM NAME FLOOR CODE BASE CODE WALL CODE o z CEILING CODE J NOTES 0 102 SALES AREA T-21 B-21 VARIES AC-25/AC-23 z 1 103 SEATING AREA T-21 B-21 VARIES AC-25/AC-23 1 104 SERVICE AREAS T-22 B-22 VARIES AC-22/AC-23 105 MEN T-21 B-21 FRP-23 P-30 Z 2 106 WOMEN T-21 B-21 FRP-23 P-30 U 2 107 UTILITY T-22 B-22 FRP-22 AC-22/AC-23 FW- � Z� 108 OFFICE T-22 B-22 FRP-22 AC-22/AC-23 109 STORAGE T-22 B-22 FRP-22 AC-22/AC-23 110 KITCHEN T-22 B-22 FRP-22 AC-22/AC-23 111 ALCOVE T-21 B-21 VARIES AC-,25/AC-23 1 1. REFER TO INTERIOR ELEVATIONS SHEET A-10 FOR PROPER WALL FINISHES IN VESTIBULE, SALES AREA, SEATING AREA, AND ALCOVE 2. ALTERNATE WALL FINISH IN BATHROOMS TO BE 6"x 6" WHITE CERAMIC TILE; SEE ALLIED DOMECQ QSR SPECIFICATIONS 8 I 9 I-- 10 I 11 I 12 I 13 d� � I I 00 cq bAO a� o c o co 0�, b P, 0 . c, d- a o w Cn W r-) cv o z Z J 0 O� zu- wLd z Lu a IL Q C-) � C 0 a 00 6L w Q O 0_ U) 0 Z Oz �U) 0'_U- U J ❑ 0 - CV z Z_ C) o _ FW- � Z� 1- (J� CL — tUn W ryW 0 0 z Cn W Z J w F- O� zu- -� Lu d- _ > a 00 6L O 0_ U) Z Oz �U) 0'_U- U J ❑ 0 - CV FW- � Z� 6" MAX ACCESSIBLE GRAB BAR TOILET FRP-23 Q05) / 0 D — 1 - 7i=9" FRP-23 A X a 1 3' 0" FRP-23 W 114. =11'-O" 14 `-lam G7 I fi x LL � FINISH F FRP-23 RECESSED MOUNT SANITARY NAPKIN LAVATORY A DISPOSAL 3'-6" (WOMENS RESTROOM ONLY) �3„ T0 B -,MAX Al. 6 7 ST -23 P- ST -21 HAND DRYER LAVATORY SOAP DISPENSER I CD TOILET PAPER B-21 HOLDER B-21 B-21 TOILET A, B. r 1 INTERIOR ELEVATIONS A WOMEN'S BATHROOM Y 1/4 =1'-O" NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 PROVIDE 5/" PLYWD. SUBSTRATE FROM 4'-6" A.F.F. TO 6" ABOVE. CLG. ON THIS ELEVATION FRP-22 WHITE MELAMINE SHELVES WHITE MELAMINE SHELVES W/ BRACKETS ON FRP-22 W/ BRACKETS ON FRP-22 MAIL FRP-22 STANDARDS TYP. STANDARDS TYP. SLOT PLASTIC LAMINATE OVER PLASTIC LAMINATE PLYWOOD DESKTOP OVER PLYWOOD 1'-6" _g PL -26 I BRIGHT WHITE DESKTOP PAINTED / ' PINE EDGE PAINTED f aLN' PINE EDGE P o o _ EXTRA WHITEP-30 EXTRA WHITE I _ o (o Ci WOOD =� ANGLED PLASTIC ; 7� ANGLED PLASTIC - ' LAM. KICKER BRIGHT WHITE 2 6 N - _ BRIGHT WHITE LAM. KICKERD. 6-22 B-22 } 3 1NTERIOR ELEVATIONS S OFFICE 1/4"=1'-0" NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 G.C. TO PROVIDE AND INSTALL LINE OF DROP BLOCKING BETWEEN STUDS FOR CLG 4 SHELVING SUPPORT 7 4 - -rII ---------� 77FRI'P-22] DRAIN SHELF HELF STORAGE LL. EXHAUST SHELF =_ HOOD TI 1I ji ii P-- DRY I = DRY STORAG MINI !------ RACK BEYOND -� _�� __� li u� __�__�---_-_i_ I OVEN L------- li ill ii i II I ICE .>_L MACHINELLJ A-3 - -- -I CORNER 425 • 8-22 GUARD (TYP.) 6 I\1 TER OR EE�AT Ofd (9 KITCHEN 1/4 "=lp_ol$ NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 V ,I KEY PLAN m NO SCALE 8 9 F FRP-23 CD A a I -1 I D [ PF_i F 10 Q05) / 0 D — 1 - 7i=9" FRP-23 10/20/03 X BATHROOM FLOOR PLAN 5 FRP-23 c \ _ 114. =11'-O" 14 `-lam G7 I fi x LL TOILET PAPER B-21 HOLDER B-21 B-21 TOILET A, B. r 1 INTERIOR ELEVATIONS A WOMEN'S BATHROOM Y 1/4 =1'-O" NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 PROVIDE 5/" PLYWD. SUBSTRATE FROM 4'-6" A.F.F. TO 6" ABOVE. CLG. ON THIS ELEVATION FRP-22 WHITE MELAMINE SHELVES WHITE MELAMINE SHELVES W/ BRACKETS ON FRP-22 W/ BRACKETS ON FRP-22 MAIL FRP-22 STANDARDS TYP. STANDARDS TYP. SLOT PLASTIC LAMINATE OVER PLASTIC LAMINATE PLYWOOD DESKTOP OVER PLYWOOD 1'-6" _g PL -26 I BRIGHT WHITE DESKTOP PAINTED / ' PINE EDGE PAINTED f aLN' PINE EDGE P o o _ EXTRA WHITEP-30 EXTRA WHITE I _ o (o Ci WOOD =� ANGLED PLASTIC ; 7� ANGLED PLASTIC - ' LAM. KICKER BRIGHT WHITE 2 6 N - _ BRIGHT WHITE LAM. KICKERD. 6-22 B-22 } 3 1NTERIOR ELEVATIONS S OFFICE 1/4"=1'-0" NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 G.C. TO PROVIDE AND INSTALL LINE OF DROP BLOCKING BETWEEN STUDS FOR CLG 4 SHELVING SUPPORT 7 4 - -rII ---------� 77FRI'P-22] DRAIN SHELF HELF STORAGE LL. EXHAUST SHELF =_ HOOD TI 1I ji ii P-- DRY I = DRY STORAG MINI !------ RACK BEYOND -� _�� __� li u� __�__�---_-_i_ I OVEN L------- li ill ii i II I ICE .>_L MACHINELLJ A-3 - -- -I CORNER 425 • 8-22 GUARD (TYP.) 6 I\1 TER OR EE�AT Ofd (9 KITCHEN 1/4 "=lp_ol$ NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 V ,I KEY PLAN m NO SCALE 8 9 F FRP-23 CD A a I -1 I D [ PF_i F 10 I 8-21 TOILET) A B. 10/20/03 2 INTERIOR -E•EEVAT ONS MEN )S BATHROOM 1/4 " 4-01" NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 _WOMEN 106 HAND DRYER LAVATORY SOAP DISPENSER 12 NOTES: ALL SHELVING AND HARDWARE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING FOR ALL SHELVING IN OFFICE C DOOR TO EXTERIOR P-30 Q05) / 0 D — 1 - 7i=9" FRP-23 10/20/03 4- BATHROOM FLOOR PLAN 5 1 N T ELEVATION STORAGE 10/20/03 13 114. =11'-O" 14 `-lam NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 LL I 8-21 TOILET) A B. 10/20/03 2 INTERIOR -E•EEVAT ONS MEN )S BATHROOM 1/4 " 4-01" NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 _WOMEN 106 HAND DRYER LAVATORY SOAP DISPENSER 12 NOTES: ALL SHELVING AND HARDWARE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING FOR ALL SHELVING IN OFFICE C DOOR TO EXTERIOR P-30 LINE OF . FRP-22 z DROP CLG Q 10 1 I W �W (n _ "n t A-11 A 12�-0 ELECTRICAL WATER ;•� �� . _ SERVICE METER W J D � MENlz�— _ =C // 105 "I 'k, ° ===� I— -- ----I < -- I— / \ 1(�6 B I B -22 Q05) / 0 D — 1 - 7i=9" A-3 I I / tL, (-I- I- B-22 10/20/03 4- BATHROOM FLOOR PLAN 5 1 N T ELEVATION STORAGE 10/20/03 13 114. =11'-O" 14 1/4 0 =1'-O" NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 LL � FINISH MATERIAL, S 10/20/03 FRP-23 MATERIAL MANUFACTURER o W B-21 FULL HEIGHT TYP. ACCESSIBLE GRAB JAPURA U B-22 ALL WALLS BAR 507- PURITAN GRAY U FRP-22 FIBERGLASS REINFORCED POLYESTER PANELS MARI.ITE P-100 WHITE ALT. KEMLITE-#85 WHITE FRP-23 FIBERGLASS REINFORCED POLYESTER PANELS MARLITE P-118 ALMOND SERVICE AREA & RESTROOMS AS NOTED P-30 PAINT SHERWIN WILLIAMS SW 7005 EXTRA WHITE P-34 PAINT SHE,.ZWIN WILLIAMS SW 6363 GINGERY; MTL. DOOR JAMBS & HARDWARE W B FORMICA #85913-58 RASPBERRY VINAIGRETTE WAINSCOT PL -34 PLASTIC LAMINATE BBM & M PNLP1 OPTIONAL - IN PLACE OF WC -21 ST -21 CLR. COAT POLY FINISH SHERWIN WILLIAMS V841`82 3 COATS OVER ST -23 ST -23 STAIN SHERWIN WILLIAMS A OVER FINISH TRIM, CHAIR RAIL, WD. DOORS (2 COATS) WC -21 WALL COVERING U P-1 CUSTOM 2 COLOR SWIRL WC -23 WALL COVERING SURFACE MATERIALS L1BW21 FRENCH VANILLA . WC -24 WALL COVERING RIGHTER GROUP MAXn SWIRL PATTERN W/ COFF, CUP ICON WC -25 W V 1 025429A DECORATIVE SWIRL BORDER WC -26 WALL COVERING RIGHTER GROUP DD100 Q W — — —I—� -c 0 C�7 AND MULTI PURPOSE UNITS TO BE 42" A.F.F. z� NOTE C: PROVIDE BLOCKING FOR ALL WALL MOUNTED W 8-21 TOILET Z C) 0 D. W z Z :D 0 U Q'- 10/20/0 V) W a - Q U U) W LINE OF . FRP-22 z DROP CLG Q 10 1 I W �W (n _ "n t A-11 A 12�-0 ELECTRICAL WATER ;•� �� . _ SERVICE METER W J D � MENlz�— _ =C // 105 "I 'k, ° ===� I— -- ----I < -- I— / \ 1(�6 B I B -22 Q05) / 0 D — 1 - 7i=9" A-3 I I / tL, (-I- I- B-22 10/20/03 4- BATHROOM FLOOR PLAN 5 1 N T ELEVATION STORAGE 10/20/03 ITEM 114. =11'-O" NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X17 1/4 0 =1'-O" NOTE: DWG. NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 NO. WALL FINISH MATERIAL, S 10/20/03 CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION/REMARKS B-21 TILE BASE KEOPE JAPURA 6" X 12" UNPOLISHED B-22 COVE BASE METROPOLITAN 507- PURITAN GRAY 6" X 6" FRP-22 FIBERGLASS REINFORCED POLYESTER PANELS MARI.ITE P-100 WHITE ALT. KEMLITE-#85 WHITE FRP-23 FIBERGLASS REINFORCED POLYESTER PANELS MARLITE P-118 ALMOND SERVICE AREA & RESTROOMS AS NOTED P-30 PAINT SHERWIN WILLIAMS SW 7005 EXTRA WHITE P-34 PAINT SHE,.ZWIN WILLIAMS SW 6363 GINGERY; MTL. DOOR JAMBS & HARDWARE PL -21 PLASTIC LAMINATE FORMICA #85913-58 RASPBERRY VINAIGRETTE WAINSCOT PL -34 PLASTIC LAMINATE BBM & M PNLP1 OPTIONAL - IN PLACE OF WC -21 ST -21 CLR. COAT POLY FINISH SHERWIN WILLIAMS V841`82 3 COATS OVER ST -23 ST -23 STAIN SHERWIN WILLIAMS SW 3112-K OVER FINISH TRIM, CHAIR RAIL, WD. DOORS (2 COATS) WC -21 WALL COVERING BBM &M P-1 CUSTOM 2 COLOR SWIRL WC -23 WALL COVERING SURFACE MATERIALS L1BW21 FRENCH VANILLA . WC -24 WALL COVERING RIGHTER GROUP DD300 SWIRL PATTERN W/ COFF, CUP ICON WC -25 WALL COVERING RIGHTER GROUP 025429A DECORATIVE SWIRL BORDER WC -26 WALL COVERING RIGHTER GROUP DD100 SWIRL PATTERN NOTE A: OPERATING CONTROLS OF ALL HAND DRYERS, SOAP DISPENSERS 0 O TOILET EQUIPMENT SCHEDULE— 9 ....... ITEM MANUF. & #MOUNTING 11.I REMARKS O NO. 'I 1 Q ....... i Z O GRAB BARS BOBRICK B-5806 (36&42) 36" MAX. A.F.F. NOTE C ENDSED GRIP, POLISHED r OTOILET D BOBRICK B-4388 24" A.F.F. NOTE C SURFACE MOUNTED o OCOAT 1 BOBRICK B-2116 2 3 OD SOAP DISPENSER BOBRICK B-40 SEE NOTE A, C - U Li W 0 O TOILET EQUIPMENT SCHEDULE— ITEM ITEM MANUF. & #MOUNTING 11.I REMARKS O NO. Z O GRAB BARS BOBRICK B-5806 (36&42) 36" MAX. A.F.F. NOTE C ENDSED GRIP, POLISHED r OTOILET TISSUE DISPENSER BOBRICK B-4388 24" A.F.F. NOTE C SURFACE MOUNTED o OCOAT HOOK (ACCESSIBLE) BOBRICK B-2116 48" A.F.F. SEE NOTE A DOOR MOUNTED OD SOAP DISPENSER BOBRICK B-40 SEE NOTE A, C - U Li W 0 O HAND DRYER WORLD DRYER RA5E SEE NOTE A, C SEE SPECIFICATIONS U [r F MIRROR BOBRICK B-165, 2436 40" A.F.F. TO BOTTOM NOTE C o U < w O - - Q NOTE A: OPERATING CONTROLS OF ALL HAND DRYERS, SOAP DISPENSERS 0 C�7 AND MULTI PURPOSE UNITS TO BE 42" A.F.F. NOTE B: G.C. TO FIELD VERIFY ALL SIZES. NOTE C: PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND ACCESSORIES. Z O U z 11.I O Z N W _j r QO 0 WQ ro o a ®_ 0 Z. U) z U Li W 0 h` `' Q Q o U [r Y Q o o U < w Q 0 C�7 Z �o 0 a - U LLJ V) (2-r' 0 CJ Z Ulm U z 11.I O U W _j r QO WQ ro o LLz ®_ Z. U) U W N � W Ulm N (D \ LO o H O 1 I N d cqd z U) (� 90 LLJ L1 z ca K L V) Li U z U— � w 1 w f \rr\ 11^^I JJ WW N (D \ LO o H O 1 I N d Z Q z U) LLJ z ca D EL Q w V) 20 U z U— � w - w I \rr\ 11^^I JJ WW Al 00 ® Q® zz ® O O� V) ``�w O Ua Ua 4-1 U U 4-1 0 N J U) W rID � W nl �o ro� W --.-� 0 00 O z N (D \ LO o H O N d Z Q z U) LLJ z ca D EL Q w V) 20 U z U— � w - w (.0 C) 00 ® Q® zz ro O� V) ``�w w Ua Ua (D U U z O 0 N J U) W � W W 0 O z z U) ca w 20 z U— � w - 0 (.0 C) 00 ® Q® zz ro O� ``�w w Ua Ua (D U U Q N J U) W Q NOTE: TOP OF FOOTING (-) P-4", UNLESS NOTED OTHERWISE. 2 3 4 5 6 4" 29'-O' 2'-V oo f'I 5-2 1 5-2 T [ TF I UJF I - FI - C3 -' F2 ■I SPLIT FACE 12X1(o BLOCK — I MAY BE USED UJHERE 5HOLN ON ARCH. DU)G5 ®MC1I F2 4" CONC. SLAB UJ/(ox6 UJ1.4xUJl.4 W.W.F. ON (o MIL VAPOR BARRIER I ON CLEAN, COMPACTED, TERMITE TREATED SAND FILL -ASSUMED FIN. FLOOR ELEV. O'-0" SEE CIVIL SITE PLAN FOR ACTUAL ELEV. II CJ 7 8 9 10 11 12 13 31' - ON 4' P1 4X4 PT WOOD POST. SEE SHT 53 FOR ROOF FRAMING OVER DRIVE THRU UJINDOUJ Y ANCHOR POST TO STEM WALL U -BLOCK BOND BM WITH A5E44 GALVENIZED POST BASE ■ ^I I,UFI 7 FI F2 I I - I I _ II II - 7q _j:= VAPOR S. 2#z SCALE : 3i4Y. �4 1*5 VERT. BARS UJ/MATCH. DOWELS �@ FOUNDATION IN CELLS FILLED UJ/CONC. FROM FTG. TO BOND BEAM Q EACH SIDE OF OPENINGS, Q EACH END OF WALLS, a EACH CORNER 4 INTERSECTION 4 Q 4'-0" O.C. MAX LAP DOWELS 4 5PL ICES 2'-V MINIMUM HOOK BARS 8" INTO BOND BEAM (TYP.) U.N.O. 2 f ■ ; 5-2 II - ELEV. 1-1'-0 - � TOP O PRP .O, 1 I ■ I - 8" U BLOCK POND BEAM #15 'a 2'-0" O.C, IN = I UJ/ 1 #5 CONT. u I I PARAPET UJ/ S" HOOK - U BLOCK BOND BEAM UJ/ AT TOP 1 #5 CONT. BAR AT 2'-0" = I = O.G. VERTICALLY. ERTEN SEE SEC. 2/52 I #5 BAR 6" INTO CONC. - II COL. AT EACH END II _ lA I I I I TOP OF ROOF ELEV. VARIE5 rjj J I L F2 , = I. _ PURL IN ANCHOR F4 F3 C1 uJFI u2 u�l PA23 BY SIMPSON - - = AT 4'-O"UJ/1#4 C1 CI C2 C2 I CONT BAR BELOUJ 14 LEGEND 8" CMU WALL5 4' SPLIT FACE BLOCK CONCRETE COLUMNS PA ELEV. TOP OF BOND 5M 13 -4 UJOOD TRUSSES, � �' SEE FRAMING PLAN - - 2 2'-S' lID'->a' 2'-8" 2�'-S' 4'-4' 10'-0" 4' - CONT. 2x8 PT _ I. LEDGER I_ F U I \� D/A T 10 [\\I A N�- 1'-4' # COL C2A ABOVE 13'-4" TO SCALE: 1/4" = P-0" (4) VERT. BARS U)/ #3 TIES 0' O.C. (TYP.) TOP OF PARAPET (SEE SHT 53 .FOR -ELEV. TYP.) LB3 - - - - (4) #6 VERT. BARS UJ/ 5'-4" EL EY. 9'-4' (4) #5 VERT. BARS UJ/ =� " � DOIJJELS TO COL. BELOUJ (LAP 2'-5") VERT. BARS 9 GAGE U11RE TIES � ga O.G. COL. Cl TYP. FILLED — - T.O. OF COL. CELL -SEE _ - ELEV. +13'-4' FDN. PLAN - — ;- COL. CA (ABOVE)-ro'X16' CONC. COL. TYP. FILLED COL. MCI TYP. FILLED UJ/(4) #5 VERT. BARS UJ/ 5'-4' DOUJEL5 #3 TIES (o' O.C. CELL -SEE CELL -SEE TO COL BELOW, LAP 2'-S" UJ/ VERT. _ 11-41 FDN. PLAN BARS AND #3 a`-"' -1 TIES 6 6' O.C. FDN. PLAN (COL. CIA 13'-4" TO TOP OF PARAPET '� (4) #6 VERT. BARS UJ/ MATCHING FTG. DOWELS 1w DETAIL1ELEV. 5EE 5HT 53) 11111111 1 _ - -x- -X - -x- SCALE : s/411 ■ I'-0" T.O. COL. +15'-4' � 1 / C- 1/4 ( C) E T A 1 L� _ _ _ - = r _ —i I �— —__ i i— i \N - LE �- -I I—I SCALE : 3/4" ■ P-0" T:0. COL. +13'-4(CI) VAPOR - BARRIER (4) #5 VERT. BARS # .1 � fi — 3 TIES 'a 8 O.C. T/COL TYP. FILLED #3 TIES 6' - 1 -4" UJ/ 5'-4" DOWELS LAP ELEV. +13'-4" CELL -SEE - 2'-S' WITH VERT BARS #4 ia 12° oC i — : 2 #5 BARS EXTEND FOOTING 5CHEDULE MARK 51 Z DEPTH REINFORCING STEEL: BOTT. BARS REMARKS WFI 2'-0' WxCONT. 1'-0" (3) "5 CONT. LONGITUDINAL TYP. WALL FTG. WF2 2'-6" WxCONT. 1'-0' (3) 05 CONT. LONGITUDINAL SEE SECT. 1/52 WF3 P-0" WxCONT. 1'-0" (2) #5 CONT. LONGITUDINAL 5EE SECT. 1/62 F1 3'-6"x3'-6" 1'-0" (4) a5 BOTTOM EACH WAY COL. FTG. F2 4'-0'x4'-0" 11-04 (5) *5 BOTTOM EACH WAY COL.' FTG. F3 5' -0'x4' -O" 1'-4' (6) "5 BOTTOM EACH WAY COL. FTG, F4 6 '-0"x4'-0" l'-6" (8) *5 BOTTOM EACH WAY COL. FTG. 4 . FDN. PLAN . L O � . 2 ( )ETA 1 L) 1'-0" PAST OPNG SCALE : 3/4 , P -r)" T.O. COL. +13'-4' (C2) EC C-DI\1 2 SCALE : a�,�" , 1'-0" COL. C3A ABOVE - 12'-S' TO TOP OF 1'-4' (4) #6 VERT. BARS PARAPET AND FTG. DOUJELS SEAL -� T.O. OF COL.J ELEV. +12'-S" SCALE : s/{" ■ 1'-o" T.O. COL. +13'-4' (C3) F 7 `r SHORE ' P. r!'GJ. A Psorssaxa�.,tsirat r?�. iia r STATE ,0F , FIYQRII)A ^_i 12 O Ld 8 9----� .10 `r SHORE ' P. r!'GJ. A Psorssaxa�.,tsirat r?�. iia r STATE ,0F , FIYQRII)A ^_i 12 1 Ll O Ld MKT ENGINEERS W STRUCTURAL ENGINEERS 2265 LEE ROAD. SIJt 'E '123 WINTER PARK, Fl. '132780 TEL. (40x1) (328-8555 F'AX (407) 644-65'LG N1 KT PROJ. No. 04131 1 Ll N O O Ld W W In N O z z U O Cq OLd Q w � w J c� p a� V 0 O 1 Q bL 00 0 O n I --,y O1-1 _ �U) R, - gyri N U w C:) O to 4j 03 4-1 L cl) LL V) EL Q) w z wQ— V)LDC_n V) U d Q 1 0 U o z w m N O O Ld W W In N O z z U Q Y Y OLd Q w w J Q �p V 0 Y � Q C) WQ 0 O n I --,y O1-1 _ �U) p - gyri N U w O p w r V) LL V) EL w z wQ— V)LDC_n V) U d Q U W W cr O IN o z w m O U Z W W Ld �- LL m w Q CK �p ® z < LL O® Q C) WQ z �U) p CN LL t: ,I 2 3 4 5 6 l & 9 I 10 � 11 12 13 � 1 Z� STRUCTURAL GENERAL NOTES: TOP OF PARAPET U BLOCK W/ I 05 ELEV. 11`-6' CONT. I TDP OF PARAPET UN.O. GENERAL NOTES: CONCRETE MASONRY: "15 Q 2'-0' O.C. IN 8' U BLOCK BOND PARAPET W/ 8' BEAM W/ 1 "5 CONI. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF 0I5 m 2'-0" O.G. IN - HOOK AT TOP SHALL BE CONSTRUED t0 APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, "SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE PARAPET W/ 8' I 6' CMU PARAPET EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. MASONRY: OF THE NATIONAL CONCRETE MASONRY ASSOCIATION. HBOOK AT TOP AND SIMPSON A34 FRAMING I _ SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF ARCHITECTURAL OR STRUCTURAL CONCRETE MASONRY UNITS SHALL CONFORM 70 ASTM C-90, ALL CONCRETE BLOCKS SHALL I _ ANCHOR W/Y4'X1Y' tAPCONS HANGER U34 TYP. _ DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED WITHOUT EXPRESS WRITTEN PERMISSION HAVE AN ULTIMATE NET COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM 70 GIVE A MINIMUM - TO CMU 3X BLOCKING AT FROM ARCHITECT/ENGINEER. COMPRESSIVE STRENGTH OF MASONRY ASSEMBLAGE lF'm> OF 1500 PSI, UNLESS NOTED OTHERWISE. USE SPLIT FACE REGULAR BLOCK AS SHOWN ON ARGNI7EG7URAL DRAWINGS. _ = %a' CDX PLYWOOD ROOF DECK PURL IN ANCHOR I MANUFACTURERS OF ANY PRE-ENGINEERED, PRE -FABRICATED SYSTEM OR COMPONENT SHALL NAIL TO TRUSSES LOCATION FOR 2 SUBMIT SHOP DRAWINGS FOR THE ENGINEER/ARCHITECT'S APPROVAL PRIOR TO FABRICATION MORTAR SHALL BE ASTM C-270, TYPE "S" FRESHLY PREPARED AND UNIFORMLY MIXED WITH J - - PER NAILING SCHEDULE SEE BAYS OR ERECTION OF SYSTEM/COMPONENT. THESE SHOP DRAWINGS 9NALL BE SIGNED AND SEALED MINIMUM COMPRESSIVE STRENGTH OF 1800 P91 v 28 DAYS. _ = DETAIL 5NT 63 - - BY A FLORIDA REGISTERED ENGINEER. TOP OF ROOF ELEV. VARIES GROUT USED IN CONCRETE BLOCKS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF THE BUILDING 16 DESIGNED IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA 3000 PSI � 28 DAYS. _ BUILDING CODE. FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION. PURLIN ANCHOR PA23 - - 4477 PURI_ IN ANCHOR PA23 MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'-0" UNLESS CLEAN OUT OPENINGS ARE BY 51MP60N AT 4'-0" BY 51MP50N At 4'-0' THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION PROVIDED AT THE BOTTOM OF CELLS TO BE FILLED, ALL GROUT SHALL BE FUDDLED WITH W/ I 04 CONT. BAR BELOW W/ I 04 CONT. BAR BELOW OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING; SHORING, AND OTHER GROUT STICK IMMEDIATELY AFTER POURING. PA PA TEMPORARY SUPPORTS A9 REQUIRED. TO SAFELY COMPLETE THE WORK FOUNDATIONS: - FILL ALL, CELLS WITH CONCRETE GROUT CONTAINING REINFORCING STEEL. = I = IT SHALL BE BUILDING OWNERS RE5PON5A5ILITY TO FURNISH GEOTECNICAL INVESTIGATION CONTINUOUS INSPECTION 15 REQUIRED FOR ALL MASONRY WALL CONSTRUCTION. s AND FOUNDATION RECOMENDATIDNS FOR THE USE OF ARCHITECT/ENGINEER. ^� TRU55 BRC. 12'-8' m LOW POINT 1/52 ELEV. TOP OF BOND BM 13'-4' LIGNTGAGE METAL FRAMING TRUSS BRC. 13'-4' � HIGH POINT IA/92 DEPTH SAME AS MAXIMUM ALLOWABLE SOIL.PRE55URE 15 ASSUMED TO BE 2000 POUNDS PER SQUARE FOOT. WOOD TRUSSES TRUSS COP CHORD _ PROVIDE FRAMING MEMBERS AND CONNECTIONS IN ACCORDANCE WITH THE _ SEE FRMG PLAN - SPREAD FOOTINGS SHALL BEAR ON 501E COMPACTED TO A DENSITY OF AT LEAST 95ro OF AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MODIFIED PROCTOR MAXIMUM DENSITY (A.S.t.M. D1551). THE Soil SHALL BE COMPACTED MEMBERS, LATEST EDITION. USE uNIMAST CORP. GYPSUM COMPANY FRAMES, TYP. 2 COURSE U BLOCK E30Np WOOD TRUSSES. SEE - - t0 THIS DENSITY CO A DEPTH of At LEAST TWO FEET BELOW THE BOTTOM of THE FOOTINGS. BRACING ANpCONNECTIONS, OR A5 APPROVEp EQUAL. BEAM W/ I 05 IN EACH CORSE. DONT. 2x8 PT LEDGER FRAMING PLAN - I• - UNLESS MORE STRINGENT .REQUIREMENTS ARE RECOMMENDED BY .OWNERS GEOTECHNICAL 77 —r W1 Y2' DIA, EXP, ANCHOR Q CONSULTANT. STEEL 5tUD5 SHALL BE .PER DESIGN CRITERIA AS NOTED HEREIN: GALY _ - G-60 ASTM A525 MINIMUM YIELD STRESS t0 BE 50,000 PSI FOR 14 d 16 GA., - 2'-0" O.C. (TYP.), 4v,' CONI. 2x8 Pt LEDGER AND 33,000 PSI FOR IS d 20 GA, CRACKS, BRACING AND ALL OTHER - I - EMBEDMENT FILL UNDER FLOOR SLABS SHALL BE COMPACTED t0 A DENSITY OF AT LEAST 9590 OF COMPONENTS TO BE 33,000 PSI. - - _ MODIFIED PROCTOR MAXIMUM DENSITY (A.S.T.M. p155U, FOR ALL REQUIRED FILL AND FOR AT LEAST I'-0" BELOW FINISHED FLOOR. UNLESS MORE STRINGENT REQUIREMENTS ARE - I RECOMMENDED BY OWNERS GEOTECHNICAL CONSULTANT.: BRACING DURING CONSTRUCTION: - SMOOTH FACE PROVIDE lea COLA ROLLED CHANNELS OR HORIZONTAL STRAP BLOCK (TYP.) BRACING FOR WALLS IMMEDIATELY AFTER STUDS ARE ERECTED. FULL NT CONCRETE: SMOOCH FACE WALL I _ CONNECT STUDS Co COP TRACK W/(2) "12 TEK SCREWS. BLOCK (TYP.) DESIGN OF REINFORCED CONCRETE CONFORMS WITH BUILDING CODE REQUIREMENTS FOR - - REINFORCED CONCRETE -ACI 318, LATEST EDITION, STRUCTURAL STEEL: CONCRETE FOR FOUNDATIONS, SLAB ON GRADE, AND CMU FILLED CELLS, SHALL HAVE AN FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.LS.G. _ UNCONFINED COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 'SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL, d ELEC. DRAWINGS BUILDING', LATEST EDITION. i I = 05 IN EACH CELL FILLED W/ � FOR OPENINGS, SLEEVES, ANCHORS, HANGERS, SLAB DEPRESSIONS AND ANY OTHER ITEMS GROUT W/ MATCHING FTG. ALL STRUCTURAL STEEL SHALL MEET THE. REQUIREMENTS OF A.9.T.M. A-36, EXCEPT � I i STRUCTURAL STEEL TUBE SHAPES SHALL MEET THE REQUIREMENTS OF A.S.T.M. A500, GRADE s i _ DOWELS, (LAP 2'-S') EXTEND RELATED TO CONCRETE WORK, AND SHALL ASSUME FULL RE5PON51B1LiITY FOR THEIR i - 2'-8" INTO PARAPET ABOVE PROPER LOCATION, BEFORE POURING CONCRETE. B. ALL STEEL PIPE SHALL MEET THE REQUIREMENTS OF ASTM A53.E OR S, GRADE B. SPLIT FACE BLOCK AT OPENINGS IN SLABS OR WALLS, PROVIDE 2 - "6 BARS EACH 6'-0" LONGER THAN ALL BOLTS SHALL MEET THE REQUIREMENTS OF A. 5, T. M. A325. BOLTS SHAW BE 3/4' Yz' EXP, JT, WIDTH OF OPENING ON EACH OF 4 SIDES OF OPENINGS, UNLESS SHOWN OTHERWISE. DIAMETER EXCEPT WHERE SHOWN OTHERWISE. _� � II __MATERIAL PITCH CONCRETE SLABS WHERE REQUIRED, TO FLOOR DRAINS SHOWN ON ALL WELDED CONNECTIONS SHALL BE DESIGNED CO BE FULLY EQUIVALENT IN STRENGTH t0 SPLIT FACE BLOCK i = 4' CONT, SLAB, 4' GONG. SLAB � ARCHITECTURAL AND MECHANICAL DRAWINGS. BOLTED CONNECTIONS FOS? THE SAME SIZE BEAM. ALL WELDS FOR COLUMN GAP AND BASE � REINFORCED W/ 6X6 PLATES SHALL BE CONTINUOUS 1/4' FILLET WELDS, UNLESS SHOWN OTHERWISE. I I - W.W.F..4XWI.W.WLINE OF GRADE WI CONCRETE PROTECTION FOR REINFORCING BARS SHALL BE A9 FOLLOWS: ALL WELDING SHALL BE PONE BY CERTIFIED WELDERS IN ACCORDANCE WITH AW5 "CODE FOR � EL 0'-0' , COORDINATE W/ ARCH. , DWGS FOR GRADE d ARC AND GAS WELDING IN BUILDING CONSTRUCTION ,LATEST EDITION. USE El0-XX x x s: ,-__:.. x x x TOP OF SLAB -� x x x x x x x PAVEMENT „ ELECTRODES FOR ALL WELDING. CD FOOTINGS 3 CLEAR, BOTTOM AND SIDES, 2 CLEAR, TOP WALLS 2" CLEAR, OUTSIDE FACE, I -I/2" CLEAR, INSIDE FACE PROVIDE ALL STRUCTURAL STEEL LINTEL5, SHELF ANGLES, AND ALL OCHER ROLLED SHAPES � � �- SLABS 3/4 CLEAR, 1 I/2 CLEAR AT AREAS EXPOSED t0 WEATHER SHOWN ON ARCHITECTURAL DRAWINGS. BEAMS I -I/2" CLEAR 70 STIRRUPS COLUMNS 1-I/2" CLEAR TO TIES FIELD BOLT CONNECTIONS WILL BE TESTED AND INSPECTED ACCORDING TO RCSC'S VAPOR BARRIER � 'SPECIFICATION FOR STRUCTURAL JOINTS USMG ASTM A 325 ORA 490 5005." LINE OF GRADE VERIFY I- VAPOR BARRIER I- W/ ARCH. DWGS, d CIVIL DESIGN MIXES: STRUCTURAL WOOD FRAMING: PLAN ITYP•) PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: L _ 1= —•— — : 3000 PSI 28 -DAY COMPRESSIVE STRENGTH, AIR CONCENT 4 t0 6%. ALL FRAMING 9NALL BE DES1rNED, FABRICATED, AND INSTALLED A5 PER RITC AND TPI SUBMIT MIX DESIGN FOR ARCHITECT'S REVIEW PRIOR TO START OF CONSTRUCTION. SPECIFICATIONS. a CONCRETE CURING AND TESTING; ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAYING A 2 -101 O FIBER STRESS OF At LEAST 1300 PSI. CURING: PROTECT CONCRETE FOR I DAYS AGAINST MOISTURE LOSS, RAPID PROVIDE TEMPORARY TOP CHORD BRACING UNTIL ROOF DECK IS IN PLACE. � �"4 � E c� TION 2 5E C� I �� I � WATER.RMA N AIN CONCRETE. IN MOIST CONDI710NDAT TEMPERATURE I ABOVE 5mING ALL BOLTS SHALL BE 3/4" 5-2 S-2 SCALE 1'-0'1S-2 SCALE �i " = V-0' WATER. AND SHALL CONFORM TO THE REQUIREMENTS OF : a 4 DEGREES F. THROUGHOUT SPECIFIED CURING PERIOD, PROTECT FROM RAPID A.S.T.M, A301 UNLESS OTHERWISE NOTED. TEMPERATURE CHANGE AND RAPID DRYING FOR FIRST 24 HOURS FOLLOWING REMOVAL OF TEMPERATURE PROTECTION, START CURING ACTIVITIES A5 SOON SHEAR PLATES SHALL BE EITHER PRESSED STEEL TYPE (SAE 1010) OR MALLEABLE IRON AS FREE WATER HAS p15APPEARED FROM SURFACES OF CONCRETE AFTER TYPE, (ASTM A41-33). PLACING AND FINISHING. ALL 1000D MEMBERS EXPOSED CO WEATHER OR BEARING ON CONCRETE OR STEEL SHALL BE TESTING- CONCRETE TESTING FOR THIS PROJECT SHALL BE PAID FOR BY THE PRESSURE TREATED. OWNER, AND SHALL CONSIST OF GOMPRE991YE TESTS MADE BY THE LABORATORY w IN ACCORDANCE WITH ASTM C-31. FOLLOW ASTM G31 AND MAKE A SET of SIX (6) TRUSS MANUFACTURER SHALL CHECK AND DESIGN TRUSSES SHOWN ON DRAWINGS FOR ALL TOP OF PARAPET STANDARD CYLINDERS FOR EACH 100 CU, YIDS. OR FOR EACH DAYS PDDR STRESSES, INCLUDING WIND UPLIFT. NET WIND UPLIFT OF 20 PSF SHALL BE USED.. � 21'-0' - U BLOCK W/ I 05 EXCEEDING 5 CU. YDS. TEST PER A57M C39 AS FOLLOWS: TWO (2) SPECIMENS I � CONT. TESTED AT SEVEN (l) PAYS, ONE (1) AT 14 DAYS. 7W0 (2) TESTED AT 28 DAYS, ,WOOD TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS CO ENGINEER 2'-0' O.G. IN AND ONE (l) HELD IN RESERVE. SLUMP TEST SHALL BE MADE IN ACCORDANCE FOR APPROVAL. SUBMITTAL SHALL INCLUDE THE FOLLOWING INFORMATION: PARAPET W/ 8" - WITH ASTM G-143 FOR EACH DAYS POUR, FOR EACH LOAD, OR A9 DIRECTED LAYOUT PLAN -DESIGNATING TRUSS TYPES. NOOK At COP = 6' CMU PARAPET BY ARCHITECT/ ENGINEER + TRU55 DIAGRAMS -SHOWING OUTLINE OF TRUSSES, CONCRETE ANCHOR AND FASTENERS: ENGINEERING CUT SHEETS -SNOWING GRAVITY AND UPLIFT DESIGN WITH - - SEE SECT. I/S2 5/a' GDX PLYWOOD ROOF DECK MAGNITUDE OF BOON SETS OF REACTIONS. - NAIL TO TRUSSES EMBEDMENT ANCHORS SHALL' BE NELSON HEADED ANCHORS WITH FLUSH ENDS ENGINEER GIRDER TO GIRDER CONNECTORS, AND LIST ALL STANDARD _ - PURI -IN ANCHOR PA23 PER NAILING SCHEDULING 5HT (OR APPROVED EQUAL.), SIZE AND SPACING A5 INDICATED ON THE. DRAWINGS. STUpS CONNECTORS FOR TRUSS 70 TRUSS, TRU55 TO MASONRY OR WOOD WALLS NOT r - BY 5IMP50N AT 4'-0' 63 SEE DETAIL SHALL BE END WELDED IN ACCORDANCE WITH RECOMMENDATIONS OF THE NELSON DETAILED BY STRUCTURAL DRAWINGS. USE 51MP50N CATALOG OR SUBMIT U BLOCK BOND BEAM W/ SCUD WELDING COMPANY. EQUAL. 1 15 CONT. BAR AT 2'-0" - DRILL AND EPDXY I "6 X O.C. VERTICALLY. EXTEND � = LVA l - 2'4' BAR I'-0' INTO COL, EXPANSION ANCHORS SHALL BE WS SERIES WEDGE ANCHORS AS MANUFACTURED BY ROOF TRUSSES 05 BAR 6" INTO TONG. CI AND GROUT INTO LINTEL PHILLIPS RED HEAD, OR HILTI KWIK BOLTS A$ MANUFACTURED BY HILT], INC. OR TRU55 T.C. LIVE AND [DEAD LOAD 30 PSF COL. At EACH END CAVITY APPROVED EQUAL. _ B.C. DEAD LOAD 8 PSF IN LIEU OF EXPANSION ANCHORS CAST -IN-PLACE INSERTS WILL BE PERMITTED AS TOTAL 38 PSF WOOD TRUSSES I I MANUFACTURED BY NOMAN d BERNARD, OR APPROVED EQUAL. SEE FRMG PLAN DESIGN LOADS: PRECAST U-LINTEL5: -� TRU59 BRC. 13'-4' R LIVE LOADS: ROOF:. 20 PSF ALL "U" TYPE PRECAST LINTELS INDICATED ON DRAWINGS ARE TO BE PRECAST AND/OR ALL STRUCTURAL COMPONENTS SHALL MEET DESIGN CRITERIA SET FORTH IN FBG CHAPTER 16. PRESTRESSED IN ACCORDANCE WITH SPAN AND LOAD CAPACITIES A$ INDICATED IN - — — — — — — — — — — - .�. 2 COURSE U BLOCK BOND DESIGN MANUAL", OCT. 1975, BY CAST -CRETE CORP., TAMPA, FLORIDA (LINTEL5 SHALL MINIMUM NET UPLIFT REQUIREMENTS SHALL BE 25 PSF TYPICAL AND 30 PSF W (o' -O' EDGE ZONE. BEAM W/ I "5 IN EACH CORSE BE BY CAST -CRETE OR APPROVED EQUAL), ALL DOORS, WINDOWS, 4 GLAZING FRAMING SHALL BE ABLE CO WITHSTAND WIND PRESSURE CONI. 2x6 Pt LEDGER — — — - - — _ — — _ _ _ _ ^ - - — -- -. -. _._ I ALL "U" TYPE PRECAST LINTELS SHALL HAVE 8" MINIMUM BEARING EACH END WHEN FOR COMPONENTS AND CLADDING PER FBC CODE, CHAPTER Io. SEE ARCH. DUJGS. FOR SIZES - W/ Yz' DIA. EXP. ANCHOR m _ „ AND LOCATIONS FOR DESIGN PRESSURE FOR COMPONENT d CLADDING SEE BELOW. 2'-0' D.C. (TYP,), 4Y' FRAMED TO MASONRY WALLS AND I -I/2 MINIMUM BEARING EACH END WHEN FRAMED TO - I EMBEDMENT I I CONCRETE WALLS OR COLUMNS, UNLESS NOTED OR SHOWN OTHERWISE. WINE) LOADS (VELOCITY) 110 MPH • _ - CONT. COL. I I REINFORCING STEEL: IMPORTANCE FACTOR 1.0 COMPONENT d CLADDING PRESSURE: 5 " m 2'-0' EXTEND 2'-&' CI LINTEL L52 EXPOSURE B ABOVE tRU55 BRC. REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO A.S,TM, A615 -GRAPE 60, INTERNAL PRESURE COEFFICIENT •l8 POOR 1 +28.0, -22.6 ERECTION ANGLE 3X3XY4X0'-6" EXCEPT THAT NEW BILLET STEEL CONFORMING TO A.S.T.M. A615 -GRAPE 40 MAY BE USED DRIVE CNRU WINDOW d SCORE FRONT +19.5 -24.6 - I I FOR LINTEL SUPPORT W/ 5/8' DIA. FOR COLUMN TIES AND BEAM STIRRUPS. ALL DETAILING AND ACCESSORIES SHALL HEIGHT 30'-0' m I I EXP. ANCHOR (3Y2' EMBEDMENT) CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR BLDG. CATEGORY TYPE 2 = I HOT PIP GALYINIZi=p ANGLE DETAILING REINFORCED CONCRETE STRUCTURES ACI, 315, LATEST EDITION". , AFTER FABRICATION ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS WALLS, L52 SLABS AND OCHER CONCRETE SHALL BE LAP -SPLICED, WHERE NECESSARY OR DESIRABLE, • SEE ARGN. BY WIRING TOGETHER IN CONTACT, LENGTH OF ALL LAPS SHALL BE 48 -BAR DIAMETERS DWGS FOR ELEY.� OR 2'-8' MINIMUM, WHICHEVER IS GREATER (EXCEPT AS NOTED BY DRAWINGS), ALL BARS MKT ENG �� -�(� � -� 7 � ,�.a . At END OF CONTINUOUS FOOTINGS OR BEAMS SHALL BE CONT. CO FAR SIDES OF (� \ �i (� � � � � INTERSECTING ELEMENTS. I _ � I 8" CONCRETE COL. d SPLIT \ '- STRUCTURAL ENGINEERS FACE BLOCK BEYOND ALL SLABS ON GRADE SHALL BE 4" THICK AND REINFORCED WITH 6 x 6 - W1.4 x W1.4 ��� � LLL ROAD. 123 r, J�, - I I � I W.W.F. UNLESS OTHERWISE NOTED. LAP FABRIC 8 AT EDGES AND ENDS AND PROVIDE < < F-' 1 � , � � ADDITIONAL REINFORCING WHERE SHOWN ON DRAWINGS. PLACE MESH IN CENTER OF SLAB. �' i' i' 32789 `T- MOISTURE BARRIER BENEATH FLOOR SLABS SHALL BE 6 MIL POLYETHYLENE, USE FLAT WINTER r�R PAlzl�, 1 L. S -Z SCALE : 3/4" V- TEL. 5-2 SCALE : 3/4" = I'-0" TEL16 SHORE D, TOLIA PAX (407) 644-65. . (l SHEETS OF WELDED WIRE FABRIC. ROLLS WILL NOT BE PERMITTED. �(407) 62�-8555 STATE UFJI��RTA Momi, fs tNAm %: a N4I(T PEW. No. 04131 .I � 3 4� 5 G 7 8 J 10 _ Cq CEJ CEJ CEJ CrJ O I I O C4-4 q N d o w LO Z Y Y U o Q w zT o ci) o � Q r� o ) `n w a � o Q TLd Q u� w o V) � w0 0 w Z V) V) v W a o Q � � O O m � U O '0 N — O ® , rn G V � O --1,.L- ---- 11 - 13 "I �} Cq CEJ CEJ CEJ CrJ O I I O C4-4 q N d o w LO Z Y Y U o Q w zT o ci) o � Q r� o ) `n w a � o Q TLd Q u� w o V) � w0 0 w Z V) V) v W a o Q � � O O m � U O '0 N — O ® , rn G V � O ryz z W 0- w ❑ Z V a z �p INNNNNNNN00 0 W Z z CV U- O ,'t o \ C) w o 1 2 3 4 5 6 7 9 "10 11 12 "13 �14 V) C) III -01 G 4' 29'-0" z U \ \ Q 2' NO PARAPET a LADDER S-2Wit- SEE ARCH. DUJGS ``— AUNNING BELOW LOCATION -SEE ARCH. DU65. uaz FOR T/BM ELEV. SEE ARCH DUGS FOR SEE ARCH DWGS y N r I DETAIL T./ PARAPET WALL TRUSS BRC. T./ PARAPET ! �2- 2X8 I ECFV. +12'-S° —WALL ELEV. HURRICANE CLIP HI AT D ELEV. 21'-0" - EACH END OF EACH TRUSS —� P1 BELOUJ PI BELOUJ 1 (TYP. U.N.OJ m — 2x8 P.T. WOOD LEDGER- 2x8 SYP NO. 2 WOOD g_2 U- v TO CMU WALL ANCHOR,JOISTS AT 2'-0" O.0 W ATTACH RTU CURB TO 2X6 P.T c3 LB 2 C3 PURLIN WITH Y' DIA. A325 FT W < PROVIDE 5IMP50N LU52(o-2 FACE BOLTS AT 2'-0" O.C. MINIMUM 0 MOUNT HANGER FOR BM. TO COL./WALL P.T. 2x8 LEDGER W/I/2" 2 BOLTS PER SHORT SIDE AND CONNECTION -USE 1/4' DIA.xll/2 ' TAPCON5 3 BOLTS PER LONG SIDE OF DIA. EXP. ANCHORS TO s Q CMU WALL (TYPICAL) CMU Q 2'-0" O.C. (TYP.) EACH RTU. ROOF TOP UNITS TO V) V) (:Lr BE ANCHORED TO THE CURB - PER MANUFACTURER'S rc) RECOMMENDATIONS —f E u W � 2 5-2 I� N U m IRU 2 I 2x8 P.T. WOOD LEDGER - PROVIDE P.T. 2x(o• PURL IN AT I I I 1 ANCHOR TO CMU WALL TOP CHORD UNDER RTU AND = —1 _ SEE SECT. 2/52 (TYP.) v U o U AROUND OPENINGS SECURE TO TRU55E5 WITH H2.5 H CLIP BY 5IMPSON TYP, 22" DEEP PRE-ENGINEERED WOOD TRUSSES Q 2'-0" O.C. z F- . 1I I I LADEN E 7111 RTU -IT I I I I i i - I 1 ! 1 1 11 II I , L. _�_ J L -- - -- - -- 2 RTU WEIGHT 550 LB5( TYP.) DESIGN S_1TRUSSES FOR 280 L55 POINT LOAD AT EACH. CORNER OF RTU. VERIFY SIZE AND LOCATION WITH HVAC DWGS 4 1 - CI S-2 L LB7 T _ B2 Bl i i cz C2 Tt T./ PARAPET GI a�8" CDX PLYWOOD ROOF 3HEATHINCc WALL ELEV. 3 TRUSS BRC -c. T./ PARAPET I I (TYP.) SEE NAILING SCHEDULE S-2 ELEV. +13'-4' 5-2 TYP. 17'-x" T DETAIL TH15 SHT U.N.O. 2'-0" 10'-0" 5'-4" 10'-0' 2'-S' 2(o'-8' 4'-4" 10'-0" T I RUNNING BELOU) SEE ARCH DWGS r I \ FLAN 5CALE: 1/4' = 1'-0" KNOCK -OUT BLOCK UJ/(1) #5 BAR CONT. #5 VERT. BARS 'a 2'-0" D.C. L, #5 VERT. BARS Q 2'-0" O.G. #5 VERTBARS 2-0 O.C.VER OPENING (TYPICAL) NOTES: - OVER OPENING (TYPICAL) . . _ MIN. (2) BARS PER OPENING OVER OPENING (TYPICAL) 1. ALL RTU's WEIGH 830 Lbs. GENERAL - MIN. (2) BARS PER OPENING r MIN. (2) PARS PER I = _ KNOCK -OUT BLOCK CONTRACTOR TO VERIFY W/MECH. = . SHEATHING NAILING SCHEDULESUBCONTRACTOR OPENING = = UJ/(U #5 BAR CONT. 2. TRUSS ANCHORS SHOWN ARE BASED- lla1A1.°J..5 AND ROOFS ON SIMPSON STRONG: TIE CO. ANCHORS. = 8x8 PRECAST LINTEL - - I ; _ I 8x8 PRECAST LINTEL _- _ _ - 12X8 PRECAST LINTEL ALL ANCHORS SHALL BE VERIFIED - BY CASTCRETE CORP. `�' - BY CASTCRETE CORP. NAIL 51ZE NAIL SPAGING ZONEBY CASTCRETE CORP. WHEN TRUSS ENGINEERING AND SHOP �1,. WIN) #E5 BAR CONT. ,I.: WIN) #5 BAR CONT. 05 INTERMEDIATE 5UFFORT5 ROOF O DUGUJ/(1) BAR CONT, ARE SUBMITTED 80l 4' EDC -;E5,6" d 4' EDGE5, 0" INTERMEDIATE SUPPORTS ROOF 8" r 1'-0" 8d 4' EDGE5, 0' 'a INTERMEDIATE SUPPORTS WALL 5d G " EDS ES, 12" a INTERMEDIATE 5UPFORTS WALL O L 515L-52 L SCALE .: s/4 _ 1'-0" SCALE 3/4" = 1'-0" SCALE 3/4" 11-0'' v A A A AA A A A - r T I AL LINTEL Dr_rAIL E) � 2 AA �o o o 4) 3 n�) sEAL MKT� � � � � �� R.&OF 0 10° GABLE ROOF 10` IEUEV4TION ( STRUCTURAL ENGINEERS HIP ROOF -G, 10° j 4.> »r> LEE RO�iD. QUITE; ` r — A= 6'-0 LAN tiVINTER PARK ai'L. 32'789 ;r�z �3 r FEEL. (<1�07) 5»( f r. (\1� /620-8� _ F - _ _ / \ I - \=� `'� :� `--�� I I / \ I I F=� �eZ L �i T PAX ( L�� 1) V����—lJC)16 I I Q1 '� O i.JJ A �rsorc�° rrNr�n�ir xo, s�aa � MKT �' ��, () J N -01K r 0 4131_ STATE . o . F LORCIx.A Tr 1 2 3 4 5 6 7 8 9 10 11 "12 ^I 13 1 4 ,'t o \ C) w o w w Lc) N \ z Q z U ~ Y WJ, Q W u Z 3:0 W' � o V) C) �w0 z U \ \ Q uaz N y N r C D J 0 — CV U- W W < 0 D 0 Z Ld z (-9 V) V) (:Lr rc) U) W W —f E u W W WC) N U m z v U o U Lr) -:�i z S -3 Z w w J Ld F— J m w� � U❑ Z �w0 z Q 0 uaz �u D J 0 CV U- S -3 A 8 C D E F EQUIPMENT SCI EQUIPMENT PLUMBING ITEM NO. QTY. DESCRIPTION MANUFACTURER MODEL NO. N -S. F. U.L. WATER WASTE _. E.T-L. E.T.L. HW. CW. DIR. ! IND. RE ., F MSC BACKLINE FILLER 5 0 BACKLINE FILLER, 10" OR LESS EQUIPMENT SUPPLIER DWG. #5 6 0 BACKLINE FILLER, 10" - 24" EQUIPMENT SUPPLIER DWG. #E 7 0 BACKLINE FILLER, 24" OR P;10RE E-X'D"�'Frj `=!JPP`_IE-R C1�dG. -= 'BR BAGKLINE` .- 10 1 36-W X 31.5"D S/S BR SINK STATION EQUIPMENT SUPPLIER DWG. #10 2 Y" )(2" X'-2" 1 1/2" OR 2" PEF 10B 1 3 1/2" FAUCET T&S TSB1100 ** NPT 1/2" NPT MALE SI 1 O 2 14" X 24" WALL MOUNTED SHELF METRO INM1424BR N 23'W X 31.5'D BR SCALE AND 15 1 WARMER STATION EQUIPMENT SUPPLIER DWG. #15 15A 1 !BANANA TREE BUILDIT 20045 HOT FUDGE WARMER W/ 15B 2 INSERTS LIDS AND PUMP SERVER PRODUCTS 20019 4 ** 15E 1 LEGAL FOR TRADE SCALE METTLER-TOLEDO 8432 38H3 20 1 54'W X 31.5"D BLENDER STATION EQUIPMENT SUPPLIER DWG. #20 20B 1 BUILT IN ICE BIN CORNELIUS C2123 20M 2 M -N W A COMBO , UA ENCLOSURE,O LA BLENDTEC A-ICB6-120-CHJARS ** ** DE 21 0 40"W X 31.5"D BLENDER STATION EQUIPMENT SUPPLIER DWG. #21 W - 25D 1 STAINLESS STEEL OVERSHELF 30 1 W/ 27"W X30)CASTERS SUNDAE CENTER SILVER KING SKF2A-C4 D106255 ** 35 0 26"W X 204"D ICE CREAM, FRUIT & FRIGIDAIRE/ CARRIER BR271C 7 471 JUICE CABINET W CAN SKIRT. HAND SINK 40 1 18"W x 30"D HAND SINK W 12 EQUIPMENT SUPPLIER DWG. #AS, 3-1-02 D036 YES YES YES YES T & S FAUCET B-1' SPLASH GUARDS 264 10B 1 FAUCET T & S TSB1100 ** Y2" ! 1/2' NPT MALE SHA 11111111111IMMIR FRONTLINE tj -P760 1 36'W X 30"D POS STATION EQUIPMENT SUPPLIER DWG. #50.1 0 89Y4"W X 30"D DIPPING CABINET CARRIER BRT90 7 471 CONDENSATE 61 2 687"W X 30"D DIPPING CABINET CARRIER BRT68 7 471 YES CONDENSATE 60A 2 DIPPER WELL BUILDIT 90022 21-6 Y.," INDIRECT TO FLOOR V18AKERY CASES y, 70 0 DONUT/BAKERY DISPLAY CASE (36 BASKETS) EQUIPMENT SUPPLIER DUG #70 70.1 0 DONUT/BAKERY DISPLAY CASE (30 BASKETS) EQUIPMENT SUPPLIER DWG #70.1 70.2 0 DONUT/BAKERY DISPLAY CASE (24 BASKETS) EQUIPMENT SUPPLIER DWG #70.2 70.3 0 DONUT/BAKERY DISPLAY CASE (18 BASKETS) EQUIPMENT SUPPLIER DWG #70.3 70.4 1 DONUT/BAKERY DISPLAY CASE (42 BASKETS) EQUIPMENT SUPPLIER DWG #70.4 80 0 BAGEL/BAKERY DISPLAY CASE (12 BASKETS) EQUIPMENT SUPPLIER DWG #80 80.1 1 BAGEL/BAKERY DISPLAY CASE (8 BASKETS) EQUIPMENT SUPPLIER DWG #80.1 81.1 0 BAGEL/BAKERY DISPLAY CASE (12 BASKETS) EQUIPMENT SUPPLIER DWG #BONY -.. . <POS STATIONS � • 90.1 0 34"W X 3774"D POS STATION EQUIPMENT SUPPLIER DWG #90.1 91.1 1 68"W X 37Ya"D POS STATION EQUIPMENT SUPPLIER DWG #91.1 92.1 0 96"W X 37)/4"D POS STATION EQUIPMENT SUPPLIER DWG #92.1 93.1 0 10"-24"W POS STATION EQUIPMENT SUPPLIER DWG #93.1 C" 97 0 FRONT LINE FILLER CABINET 18"-36"W EQUIPMENT 7i i°P1 'F ' DWG #97 ESPRESSO 95 0 ESPRESSO STATION EQUIPMENT SUPPLIER DWG. #95 95.1 1 BACK UNE OPEN SHELVING 32"W EQUIPMENT SUPPLIER DWG. #95.1 96 1 ESPRESSO MACHINE SCHAERER AMBIENTE 15 SO DUO PS 3/g" 96B 1 ESPRESSO SYRUP & LID RACK WIREFAB WF17363 - �` .• ��FRONT LINE. COFFEE STATIONS - ..� - 3 �. . 101 1 54"W X 38"D COFFEE STATION EQUIPMENT SUPPLIER DWG #101 3/4" 3/4" WASTE AT DRAIN v 102 0 72"W X 38"D COFFEE STATION EQUIPMENT SUPPLIER DWG #102 3/4" 3/4" WASTE AT DRAIN 103 0 78"W X 38"D COFFEE STATION EQUIPMENT SUPPLIER DWG #103 3/4" 3/4" WASTE AT DRAIN 104 1 90'W X 38'D COFFEE STATION EQUIPMENT SUPPLIER DWG #104 3/4" 3/4' WASTE AT DRAIN 101A 3 DUAL SHUTTLE WARMER BUNN-O-MATIC 27875 4 / EE3620 101C 0 SURE SHOT DAIRY DISPENSER AC DISPENSING AC320PC 53030( 568N 101CC 2 DAIRY DISPENSER, AUTO PORTION TAYLOR C005 101D 2 SURE SHOT SUGAR DISPENSER AC DISPENSING AC6EPC BP30- 2CA8 Oo 101G 3 20" SPEED RAIL FOR LIDS EX -CELL METAL PRODUCTS AD-HLDR-2 1011H 2 13" SUGAR/TEA BAG/ STIRRER HOLDER EX -CELL METAL PRODUCTS AD -SH -1 101M 2 SPRAYER T& S B -101A NPT T DUNKA CCINO 107A 1 DUNKACCINO MACHINE BUNN-O-MATIC 29250-0003 18 197 l 3/8" 20-90 PSI FROM A SUPPLY LINE. A SHi SHOULD BE INSTALL BEFORE THE UNIT COOLATTA 110 1 COOLATTA MACHINE TAYLOR X342 6 4620 NO WATER HOOK W MODELS; 1/2" FPT co WATER COOLED, TO 111 0 COOLATTA MACHINE TAYLOR 340 6 SA NO WATER HOOK Uf 4620 MODELS; 1/2" FPT WATER COOLED, TO EQUIPMENT INSTALLATION NOTES: 188 O • 10D 1. EQUIPMENT SUPPLIER Toe 10 28� 25D 158 4o�n• ?968 TO PLACE ALL NEW EQUIPMENT28B BDsn t3A 120D o � 2. GENERAL , o o r - CONTRACTOR TO - PLACE ALL EXISTING /\ Is_ sl '= L; 8�.1) 70. EQUIPMENT 20 30 3. GENERAL 15E 15 171 884 95.1 CONTRACTOR TO I 10tH 1206 ' MAKE ALL sen sen 101 101G - I 01 MECHANICAL, 898 ----� --- ----� --- ----� --- PLUMBING, AND ----� --- Ci ELECTRICAL ❑ -'❑- - -- CONNECTIONS FOR L---------- L ------------------------ ---- 59.t " • 91.1 o ALL EQUIPMENT CEDY 61 - 674 - • j !- NOTE: 101CC 104D 109. REFER TO ALLIED 1011H 104 101A DOMECQ QSR 610.3 MULTIBRAND EQUIPMENT SPECIFICATIONS ON - N ALLIED DOMECQ QSR WEB SITE www.adrus.com/extranet, 0 g ( g O g FOR COMPLETE EQUIPMENT AND UTILITY INFORMATION. ADQSR seo 680 s84 WEB SITE ALWAYS TAKES6eO_ I PRECEDENCE OVER DRAWINGS IN INSTANCE • 610.3 OF CONFLICT. oTYP.I L CA 7 . .• ® ,� ,E o 660.1 , ,00 400 I NOTE: BARRIER FREE TABLE TO BE CORE DRILLED EQUIPMENT PLAN NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17' 2 "w1q 2 LIVE OAK CENTER SAN FORD, FL. EQUIPMENT PLAN AND SCHEDULE PC # 388646 Arc litecture incorporated LIC. NO.: AA -0002723 375 Douglas Avenue Suite 2000 Altamonte Springs Florida 32714 Office: (407) 786-0330 Fax: (407) 786-0331 DUNKIN' R aki n s CKILUED DOliA�IECQ QSR --- --- DATE 10/25/02 SCALE AS NOTED I DRAWN CKD NO DESCRIPTION DATE REVISIONS APP° I Arc litecture incorporated LIC. NO.: AA -0002723 375 Douglas Avenue Suite 2000 Altamonte Springs Florida 32714 Office: (407) 786-0330 Fax: (407) 786-0331 DUNKIN' R aki n s CKILUED DOliA�IECQ QSR A Ic ITEM N0. I QTY. I DESCRIPTION 112 1 0 1COOLATTA MACHINE C 0 E I F I G EQUIPMENT SCHEDULE EQUIPMENT PLUMBING MANUFACTURER MODEL N0. NS_F. U_L WATER WASTE REMARKS E.T_L E.T.L. HW. CW. DIR. IND. TAYLOR 430 6 SA NO WATER HOOK UPS FOR AIR COOLED 4620 MODELS; 1/2" FPT CONNECTION FOR WATER COOLED, TO FLOOR DRAIN 3/4" 3/4" WASTE AT DRAIN TROUGH- SEE MILLWORK DWGS. 3/" 3/4• WASTE AT DRAIN TROUGH- SEE MILLWORK DWGS. 1/4" 20-90PSI MACHINE SUPPLIED W/ 1/4' 120/208 1 39.6 50 4 NO MALE FITTING 120 1 9.4 15 3 YES L14 -20R 115 1 0 COOLATTA ENCLOSURE (34"W X 30"D) EQUIPMENT SUPPLIER 1/4' DWG #115 120/208 1 10/20/03 1 ELECTRICAL =BACKLINE BREWING , " 406-CA-SPL-RHH 7 SA4769 LOAD 115 120 GENERAL REMARKS 0 62"W X 36"D BREWING STATION EQUIPMENT SUPPLIER DWG #120 VOLTS PHASE AMPST 121 1 2 32'W X 36'D BREWING STATION EQUIPMENT SUPPLIER DWG #121 12.9 120A W/ GROUND 2 BREWWISE SOFT HEAT HIGH VOLUME BUNN—O—MATIC 33500.0003 4 UNIT; ALTERNATE CONFIGS. DWG #140 { 7 DIGITAL COFFEE BREWER 140A E32066 N DISPENSE—RITE SIZES VARY 6.5 15 210C CW BAGEL TOASTER 120D 4 2 DUAL DIGITAL COFFEE GRINDER G9-2HD BUNN-O-MATIC 33700.004 8 E91832 208V 1 140.1 0 TALL EQUIPMENT SUPPLIER DWG #140.1 3/4" 3/4" WASTE AT DRAIN TROUGH- SEE MILLWORK DWGS. 3/" 3/4• WASTE AT DRAIN TROUGH- SEE MILLWORK DWGS. 1/4" 20-90PSI MACHINE SUPPLIED W/ 1/4' 120/208 1 39.6 50 4 NO MALE FITTING 120 1 9.4 15 3 YES L14 -20R H 1 K 351 L M 1/4' :.:IS1 IMF 120/208 1 10/20/03 1 ELECTRICAL DELFIELD 406-CA-SPL-RHH 7 SA4769 LOAD 115 NEMA 6-2OR GENERAL REMARKS I 2 �Pu�ED RECEPTACLE I/ A.F•F• REMARKS 406—CA—SPL—LHH 7 SA4769 VOLTS PHASE AMPST RPWG SPEC 1 ICE CADDY CAMBRO ICS100L 115 1 16 20 3 YES 3 PIN CORD & PLUG NOT 12.9 20 W/ GROUND AUTOMATICALLY SUPPLIED W/ 140 0 7 16"W X 38"D OPEN SHELF STAGING AREA UNIT; ALTERNATE CONFIGS. DWG #140 { 7 AVAILABLE 140A 1 UD DISPENSER, DOME DISPENSE—RITE SIZES VARY 3/4" 3/4" WASTE AT DRAIN TROUGH- SEE MILLWORK DWGS. 3/" 3/4• WASTE AT DRAIN TROUGH- SEE MILLWORK DWGS. 1/4" 20-90PSI MACHINE SUPPLIED W/ 1/4' 120/208 1 39.6 50 4 NO MALE FITTING 120 1 9.4 15 3 YES L14 -20R 1 5 1 15 1 3 1 YES I 5-15P 1 5 15 3 YES 1 5-15P 200A 1 UNDER COUNTER REFRIGERATOR" 351 w. 1/4' :.:IS1 IMF 120/208 1 120E 1 27Y, "W X 273Y4"D U/C REFRIG. W/CASTERS DELFIELD 406-CA-SPL-RHH 7 SA4769 30"W X 36'D ICED COFFEE DISPENSING EQUIPMENT SUPPLIER DWG. #201 115 NEMA 6-2OR 120G I 2 27,Ill X 27�"D U/C REFRIG. W/ CASTERS DELFIELD 406—CA—SPL—LHH 7 SA4769 4 115 1 ICE CADDY CAMBRO ICS100L D/T 1 12.9 20 YES 140 0 7 16"W X 38"D OPEN SHELF STAGING AREA EQUIPMENT SUPPLIER DWG #140 { 7 SA4769 140A 1 UD DISPENSER, DOME DISPENSE—RITE WR -4 6.5 15 210C CW BAGEL TOASTER HOLMAN BF700 4 356E 27" CUSTOM BREAKFAST WORKSTATION DELFIELD DDBWS-27 NSF7 208V 1 140.1 0 16"W X 38"D CUP DISPENSER CABINET EQUIPMENT SUPPLIER DWG #140.1 15 ALSO AVAILABLE 240/60/iPH/13. W/ NEMA L6 -20P PLUG - 210D 150 1 24" X 36" SOLID S.S. SHELF EQUIPMENT SUPPLIER 2436 ES PACKAGING STORAGE BELOW, WALL MOUNT, 160.1 0 D/T SODA STATION 42"W X 38"D EQUIPMENT SUPPLIER DWG #160.1 170 1 45-72"W X 36"D D/T POS STATION ISS DWG #170 -y4" 3/4' WASTE AT DRAIN TROUGH- SEE MILLWORK DWGS. D/T COFFEE STATIONS; w — "MINE 84" STATION ONLY 180 0 54"W X 38"D CUP D/T COFFEE STATION EQUIPMENT SUPPLIER -- DWG #1804 CUSTOM BY SUPPLIER _ 3/4" WASTE AT DRAIN TROUGH— SEE MILLWORK DWGS. 181 0 72"W X 38"D CUP D/T COFFEE STATION EQUIPMENT SUPPLIER DWG #181 _ 3/4" WASTE AT DRAIN TROUGH— SEE MILLWORK DWGS. �. 182 0 84"W X 38"D CUP D/T COFFEE STATION EQUIPMENT SUPPLIER DWG #182 _Y4 3/4" WASTE AT DRAIN TROUGH— SEE MILLWORK DWGS. 183 0 102"W X 38"D CUP D/T COFFEE STATION EQUIPMENT SUPPLIER DWG #183 y4" 3/4" WASTE AT DRAIN TROUGH— SEE MILLWORK DWGS. 84' STATION ONLY y'ICED COFFEEOEM 1 181 X 20"D OVERSHELF FOR TOASTER CUSTOM BY SUPPLIER N/A 1 200 18'W X 36"D ICED COFFEE BREWING STATION EQUIPMENT SUPPLIER DWG. #200 1 5 1 15 1 3 1 YES I 5-15P 1 5 15 3 YES 1 5-15P 232A 2 24"W X 36"D BREAKFAST WORKSTATION METRO 2436FS TOP SHELF 2328 1 24'W X 36"D BREAKFAST WORKSTATION METRO 2436BR MIDDLE SHELF NTERFACE W/G9-2HD TALL. REQUIRED FOR D/T's AND MULTI BRAND STORES ONLY— DOES NOT INCLUDE SERVERS N TO BE USED IN CONJUNCTION WITH THE BREWWISE SOFT HEAT BREWER. CAN BE USED FOR REGULAR, DECAF, AND CAFE BLEND COFFEE •' UL LISTING 20OX TSQT E2022 95 LEFT SIDE REFRIGERATION UNIT W/ COLD WELL, CUSTOM WELL COVER AND 3 S.S. CC TEMPLATES ONLY USED IF ORDERING A 7' STATION W tJ1 200A 1 ICED COFFEE BREWER IC3DD BUNN—O—MATIC 24450 351 E34 066 1/4' 20-90PS1 MACHINE SUPPLIED W 1 4 OD MALE FLARE FITTING 120/208 1 19.65 30 3 NO 208V OR 230-240 1 201 1 30"W X 36'D ICED COFFEE DISPENSING EQUIPMENT SUPPLIER DWG. #201 YES NEMA 6-2OR APPD 3/4' WASTE AT DRAIN TROUGH- SEE MILLWORK DWGS. 1 WARMING UNIT PRINCE CASTLE DHB—DD 4 201A 1 ICE CADDY CAMBRO ICS100L 120 1 12.9 20 YES NEMA 5-15R 2016 2 ICED COFFEE DISPENSER TD4 TALL BUNN—O—MATIC 3250.0011 32" CUSTOM BREAKFAST WORKSTATION { 7 SA4769 120 N T SADWI CH SAI N 6.5 15 210C 1 BAGEL TOASTER HOLMAN BF700 4 356E 27" CUSTOM BREAKFAST WORKSTATION DELFIELD DDBWS-27 NSF7 208V 1 15.9 20 3 YES NEMA L6 -20P 15 ALSO AVAILABLE 240/60/iPH/13. W/ NEMA L6 -20P PLUG YES 210D 1 BAGEL SLICER PRINCE CASTLE 970DD PACKAGING STORAGE BELOW, WALL MOUNT, 21QD.1 1 CRUMB CATCHER FOR BAGEL SLICER PRINCE CASTLE 970-097 84" STATION ONLY 232A 2 24"W X 36"D BREAKFAST WORKSTATION METRO 2436FS TOP SHELF 2328 1 24'W X 36"D BREAKFAST WORKSTATION METRO 2436BR MIDDLE SHELF NTERFACE W/G9-2HD TALL. REQUIRED FOR D/T's AND MULTI BRAND STORES ONLY— DOES NOT INCLUDE SERVERS N TO BE USED IN CONJUNCTION WITH THE BREWWISE SOFT HEAT BREWER. CAN BE USED FOR REGULAR, DECAF, AND CAFE BLEND COFFEE •' UL LISTING 20OX TSQT E2022 95 LEFT SIDE REFRIGERATION UNIT W/ COLD WELL, CUSTOM WELL COVER AND 3 S.S. CC TEMPLATES ONLY USED IF ORDERING A 7' STATION W tJ1 210E 2 2100 WATT MICROWAVE PROGRAMMED FOR DO PANASONIC NE-2157—DD 4 ** 208V OR 230-240 1 20 30 YES NEMA 6-2OR APPD 21OG 1 WARMING UNIT PRINCE CASTLE DHB—DD 4 " PACKAGING STORAGE BELOW, WALL MOUNT, 120 1 12.9 20 YES NEMA 5-15R 230 1 32" CUSTOM BREAKFAST WORKSTATION DELFIELD DDBWS-32 7 SA4769 120 1 6.5 15 3 YES 5-15R 231 1 27" CUSTOM BREAKFAST WORKSTATION DELFIELD DDBWS-27 NSF7 SA4769 N/A 120 1 6.5 15 3 YES 5-15R 232A 2 24"W X 36"D BREAKFAST WORKSTATION METRO 2436FS TOP SHELF 2328 1 24'W X 36"D BREAKFAST WORKSTATION METRO 2436BR MIDDLE SHELF NTERFACE W/G9-2HD TALL. REQUIRED FOR D/T's AND MULTI BRAND STORES ONLY— DOES NOT INCLUDE SERVERS N TO BE USED IN CONJUNCTION WITH THE BREWWISE SOFT HEAT BREWER. CAN BE USED FOR REGULAR, DECAF, AND CAFE BLEND COFFEE •' UL LISTING 20OX TSQT E2022 95 LEFT SIDE REFRIGERATION UNIT W/ COLD WELL, CUSTOM WELL COVER AND 3 S.S. CC TEMPLATES ONLY USED IF ORDERING A 7' STATION W tJ1 STACK OF 5 HIGH 404 1 TRAINING MODULE LUXOR CSC -58 EQUIPMENT INSTALLATION NOTES: 10D • 10B O O 40 2016 1. EQUIPMENT SUPPLIER 10B 10 ZBM 250 15B 120A• 170 t20A TO PLACE ALL NEW sols 2� • . SosA to t20D 966 i ❑► t2pp . EQUIPMENT — — — o • 2. GENERAL I - 45UC CONTRACTOR TO \ II , , -- 170.4 0 Ell 450 450(W - �� I c o ® I I PLACE ALL EXISTING - J ____ se.t I L� — I — — — � 0 535 o EQUIPMENT 20 30 201 • II 894 95.1 1Y1 3. GENERAL 1206 15E 16 1Y1 1206 109 G 109 G . 232A 201 A t 4oA 290 561 A 460 I I CONTRACTOR TO 101H 101G 10`1H2101 •21OG 231 543 543 II MAKE ALL sea sea 791 t 01,10C_-- 2326 - - - - - - - - MECHANICAL, o 0 o c --888 230 I i PLUMBING, AND ❑� . __:❑ AII I 4 ELECTRICAL • • O " " • ••1 :- I / \ II �II I ------ ----� �--------------------------- -I� �I 0. CONNECTIONS FOR t st.t �° 290 L J - - 8' ALL EQUIPMENT 61101D 4 CK/ I 1011 I 10"A 107A - NOTE: REFER TO ALLIED 101A 704 1M j DOMECQ QSR 610.3 MULTIBRAND EQUIPMENT 492 4 _ SPECIFICATIONS ON i N ALLIED DOMECQ QSR WEBL ---- ! 561A ----- J SI TE, i 81 www.adrus.com/extranet, Q 0 Q I z FOR COMPLETE I EQUIPMENT AND UTILITY 690 690 680 I INFORMATION. ADQSR WEB SITE ALWAYS TAKES 660 L--- y I % 41�3A `�j - f - PRECEDENCE OVER TY I,. I o DRAWINGS IN INSTANCE 400 100 610.3 OF CONFLICT. 0 0 0 0 TYP 100 400 400 100 L TO BE CORE DRILLED 1 � EQUIPMENT PLAN 1/4"10' NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11' x 17' 2 LIVE OAK CENTER SANFORD, FL. EQUIPMENT PLAN AND SCHEDULE PC # 388646 DATE SCALE DRAWN CKD 0 401 X 20"D OVERSHELF FOR MICROWAVE CUSTOM BY SUPPLIER rJI'r X10 DESCRIPTION DATE APPD REVISIONS PACKAGING STORAGE BELOW, WALL MOUNT, 57" STATION ONLY 234 1 30"L X 20"D OVERSHELF FOR MICROWAVE CUSTOM BY SUPPLIER N/A PACKAGING STORAGE BELOW, WALL MOUNT, 84" STATION ONLY 235 1 36"L X 20"D OVERSHELF FOR MICROWAVE CUSTOM BY SUPPLIER N/A PACKAGING STORAGE BELOW, WALL MOUNT, 84' STATION ONLY 236 1 181 X 20"D OVERSHELF FOR TOASTER CUSTOM BY SUPPLIER N/A PACKAGING STORAGE BELOW, WALL MOUNT FOR BOTH 57" & 84" STATIONS v 236.1 0 STAINLESS STEEL ANGLED FLAG BRACKET CUSTOM BY SUPPLIER N/A FOR LEFT SIDE OF TOASTER SHELF, 57" v STATIONS ONLY BREAKFAST WORKSTATION SHELVING INCLUDES 2 SOLID SHELVES, 1 WIRE SHELF, 240 1 ASSEMBLY, 24"W X 36"D METRO DD—BWS 4 POSTS, "S" HOOKS, 1 PAN SLIDE TATIN �+.;,. r � .... a, • • , . .. ,,,. � .. �:.: „ ::. �x 250.1 1 HAND OFF STATION EQUIPMENT BY SUPPLIER DWG #250.1 SPECIFY SIZE 251 0 HAND OFF STATION END GATE EQUIPMENT BY SUPPLIER DWG #251 SPECIFY SIZE SELF SERVE STATION 270 0 X 36"D SELF SERVE CONDIMENT EQUIPMENT BY SUPPLIER DWG #270 I I I k S8AW1 ! I - y, a:. BR DISPLAY I FREEZERS 00 280 0 31"W X 311 UPRIGHT FREEZER CARRIER ULG30BCP 7 471 SELF—CONTAINED UNIT W/ EVAPORATOR PAN 115 1 14.6 20 1 3 YES NEMA 5-20 1 SECTION CAKE AND QUART DISPLAY 281 1 52'W X 36Y'D UPRIGHT FREEZER CARRIER ULG50BCP 7 471 SELF—CONTAINED UNIT W/ EVAPORATOR PAN 115/ 1 12.5 20 3 YES NEMA L14-20 2 SECTION CAKE AND QUART DISPLAY 208-230 282 0 78"W X 36Y4"D UPRIGHT FREEZER CARRIER ULG80BCP 7 471 SELF—CONTAINED UNIT W/ EVAPORATOR PAN 115/ 1 16 20 3 YES NEMA L14-20 3 SECTION CAKE AND QUART DISPLAY 208-230 END PANEL &GATE _ 290 1 END PANEL AND SWING GATE EQUIPMENT BY SUPPLIER DWG #290 291 0 ErJD PA1,_L APJD SWING GATE EQUIPMENT BY SUPPLIER DWG #290 _ _.. B OU SE E U E ACK OF H EQUIPMENT 402 2 ;EMPLOYEE LOCKER, VW X 1'H X 18"D, LYON 5829 STACK OF 5 HIGH 404 1 TRAINING MODULE LUXOR CSC -58 EQUIPMENT INSTALLATION NOTES: 10D • 10B O O 40 2016 1. EQUIPMENT SUPPLIER 10B 10 ZBM 250 15B 120A• 170 t20A TO PLACE ALL NEW sols 2� • . SosA to t20D 966 i ❑► t2pp . EQUIPMENT — — — o • 2. GENERAL I - 45UC CONTRACTOR TO \ II , , -- 170.4 0 Ell 450 450(W - �� I c o ® I I PLACE ALL EXISTING - J ____ se.t I L� — I — — — � 0 535 o EQUIPMENT 20 30 201 • II 894 95.1 1Y1 3. GENERAL 1206 15E 16 1Y1 1206 109 G 109 G . 232A 201 A t 4oA 290 561 A 460 I I CONTRACTOR TO 101H 101G 10`1H2101 •21OG 231 543 543 II MAKE ALL sea sea 791 t 01,10C_-- 2326 - - - - - - - - MECHANICAL, o 0 o c --888 230 I i PLUMBING, AND ❑� . __:❑ AII I 4 ELECTRICAL • • O " " • ••1 :- I / \ II �II I ------ ----� �--------------------------- -I� �I 0. CONNECTIONS FOR t st.t �° 290 L J - - 8' ALL EQUIPMENT 61101D 4 CK/ I 1011 I 10"A 107A - NOTE: REFER TO ALLIED 101A 704 1M j DOMECQ QSR 610.3 MULTIBRAND EQUIPMENT 492 4 _ SPECIFICATIONS ON i N ALLIED DOMECQ QSR WEBL ---- ! 561A ----- J SI TE, i 81 www.adrus.com/extranet, Q 0 Q I z FOR COMPLETE I EQUIPMENT AND UTILITY 690 690 680 I INFORMATION. ADQSR WEB SITE ALWAYS TAKES 660 L--- y I % 41�3A `�j - f - PRECEDENCE OVER TY I,. I o DRAWINGS IN INSTANCE 400 100 610.3 OF CONFLICT. 0 0 0 0 TYP 100 400 400 100 L TO BE CORE DRILLED 1 � EQUIPMENT PLAN 1/4"10' NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11' x 17' 2 LIVE OAK CENTER SANFORD, FL. EQUIPMENT PLAN AND SCHEDULE PC # 388646 0 N W •P THESE PLANS ARE CONFIDENTIAL PROPERTY OF ALLIED DOMECQ QSR UNDER RESTRICTED ACCESS. 375 Douglas Avenue Suite 2000 Altamonte Springs Arclutel t ure Florida 32714 L— Office: (407) 786-0330 incorporated Fax: (407) 786-0331 LIC. NO,: AA -0002723 UNK mm -B askin 0 ONU'TS--* Robbins U , DOMIJECQ Q. DATE SCALE DRAWN CKD 10/25/02 — AS NOTED X10 DESCRIPTION DATE APPD REVISIONS 0 N W •P THESE PLANS ARE CONFIDENTIAL PROPERTY OF ALLIED DOMECQ QSR UNDER RESTRICTED ACCESS. 375 Douglas Avenue Suite 2000 Altamonte Springs Arclutel t ure Florida 32714 L— Office: (407) 786-0330 incorporated Fax: (407) 786-0331 LIC. NO,: AA -0002723 UNK mm -B askin 0 ONU'TS--* Robbins U , DOMIJECQ Q. F 2 LIVE OAK CENTER SANFORD, FL. EQUIPMENT PLAN AND SCHEDULE PC # 338646 DATE 10/25/02 SCALE AS NOTED I D RA'vb' N - I CKD NO DESCRIPTION DATE REVISIONS APP° i Arc t6cture incorporated LIC. NO.: AA -0002723 THESE PLANS ARE CONFIDENTIAL PROPERTY OF ALLIED DOMECQ QSR UNDER RESTRICTED ACCESS. 375 Douglas Avenue Suite 2000 Altamonte Springs Florida 32714 Office: (407) 786-0330 Fax: (407) 786-0331 AILILHIM, LDS G LCC 1DlhSR 0- Baskin Robbins A 8 C D E F G H J K L M EQUIPMENT SCHEDULE 10/20/03 EQUIPMENT PLUMBING ELECTRICAL ITEM NO. QTY. DESCRIPTION MANUFACTURER MODEL N0. N.S_F. U.L WATER WASTE REMARKS LOAD SUPPLIED /cowC RECEPTACLE A.F.F. REMARKS GENERAL REMARKS r E.T.L E.T.L. HW. CW. DIR. IND. VOLTS PHASE AMPSrg ZE "M w/ MMD420A SPEC 4 60" X 24" SHELVING UNITS METRO ADR2460G 420B 2 48" X 24" SHELVING UNITS METRO ADR244BG 420C 4 36' X 24" SHELVING UNITS METRO ADR2436G 420D 0 24" X 24" SHELVING UNITS METRO ADR2424G 421A 1 60' X 18" SHELVING UNITS METRO ADR1860G 421B 0 48" X 18" SHELVING UNITS METRO ADR1848C 421C 1 36' X 18" SHELVING UNITS METRO ADR1836G N N 421D 0 24" X 18" SHELVING UNITS METRO ADR1824G 425 1 108"WX27"D THREE COMPARTMENT SINK (16-WX20"D BOWL SECTIONS WITIH ONE EQUIPMENT SUPPLIER DWG #AS, 2-12-01 3 " 2- DIR/IND WASTE AS DETERMINED BY LOCAL S.S. TOP, SPLASHES ON THREE SIDES, ADJUSTABLE 24"W AND ONE 36'W DRAIN BOARD) CODES SHELF ®BASE UNIT 425J 1 FAUCET ADD ON FOR PRE RINSE T & S B156 ,* 3/8" NPT MALE FITS STANDARD T&S RIGID ss UL REG #A2601. ISO #9002 FAUCETS 426 0 138"W X 29Y"D THREE COMPARTMENT SINK EQUIPMENT SUPPLIER DWGAS, 3-20-02 # Y4" 3/4" 2 DIR/IND WASTE AS DETERMINED BY LOCAL 24"W X 24"D BOWL SECTIONS WITH ONE CODES 24"W AND ONE 36"W DRAIN BOARD 425F 2 36" X 14" SS WIRE WALL SHELF METRO 1436NS C.A 426G 2 14" S.S. WALL BRACKET (FOR 36- SHELVES) METRO 1WD14S CA 440 0 84"W X 30"D TOGO'S PREP TABLE EQUIPMENT SUPPLIER DWG # Y" Y2" 2 12"H SPLASHES ON 3 SIDES DWR. VEG. PREP SINK ON LEFT SIDE 440A 0 MEAT SLICER GLOBE GC -512 ** 115 1 6 15 3 YES 115/15 1/3 HP ** NSF 19854 ETL J99004230/9700731 450 1 36" X 96" BR/DD PREP TABLE EQUIPMENT BY SUPPLIER DWG #PFS -1, 1-26-01 451 0 60"W X 24"D CAKE PREP TABLE EQUIPMENT BY SUPPLIER DWG #AS, 12-20-01 450C 1 BR CAKE PHOTO SCANNER/ PRINTER BAKERY CRAFT BCC-1ABR E14 858 110 1 1 15 3 YES STD. 110 W/ GROUND 450M 1 KITCHEN -AID MIXER KITCHEN -AID KSMC50SWH 7 115 1 7.8 15 3 YES STD- 110 W/ GROUND 46C 1 HARDENING CABINET, 1 SECTION WITH 2 CARRIER T30HSP 7 471 SELF-CONTAINED UNIT w/ EVAPORATOR PAN 115 1 11.5 20 3 YES NEMA 5-15R STORAGE OF CAKES AND DESSERTS INTERIOR HALF DOORS, -30 F, DURING THE BUILDING/ FROSTING PROCESS PERFORMANCE VALIDATION INCLUDED 480 1 WALK-IN FREEZER PACKAGE NORLAKE PER ORDER FORM '• PROVIDE DRAIN FOR EVAPORATOR COIL CONDENSATE(HEATED CONDENSATEHEATED IF LOCATED •' R� ss ss ss NO INCANDESCENT DOOR LIGHT/ HEATER - 115V, 5A, 1PH; FL LIGHTS (EACH)- UTILITY INFO SHOWN IS FOR INDOOR UNIT- VERIFY OUTDOORS) 1.4A, 1PH HTD. AIR VENT -115V, .2A, 1PH: FREEZER SYSTEM - ALL INFO FOR OUTDOOR UNITS 208 -230V 17A 3PH• 489 0 ICE MACHINE (CAPACITY UP TO 155 LBS. MANITOWOC QY-0214A NSF 29051 UL SA 4027 3 /8 3 /4 115 1 7.8 15 3 YES NEMA 5-15P 208-230/60/1 ALSO AVAILABLE FOR THIS UNIT (POWER CORD OF ICE IN 24 HOURS) ONLY - NO PLUG) 490 0 ICE MACHINE W/ REMOTE CONDENSING UNIT MANITOWOC QY-1074C NSF 29051 UL SA 4027 /$, Y2, 208/230 1 1.1 15 3 NO 490A 0 ICE BIN - 430LB. CAPACITY MANITOWOC S570 1'2" 3/4" Y" FPT WATER CONDENSER OUTLET CA (J" 490B 0 REMOTE CONDENSING UNIT MANITOWOC CVD -1075 NSF 29051 UL SA 4027 208/230 1 15.6 25 4 NO ALT. ELEC. CONFIGS AVAILABLE 491 0 ICE MACHINE W/ REMOTE CONDENSING UNIT MANITOWOC IB-1024YC NSF UL SA 3 /g �'° /Z DIRECT/ INDIRECT WASTE AS DETERMINED BY LOCAL CODES 115 1 1.1 15 YES NEMA 5-15P 208-230/60/1 AND 230/50/1 PRODUCES TO 90OLBS. OF ICE PER 24 HRS. THIS UNIT 29051 4027 1 15.6 25 3 ALSO AVAILABLE FOR 115V UNIT SITS ON TOP OF THE PEPSI DISPENSER. THIS UNIT 208/230 3 10.6 20 4 YES 6 FT. CORD ONLY NEEDS TO BE HARD WIRED BY AN ELECTRICIAN. 492 0 ICE MACHINE W/ REMOTE CONDENSING UNIT MANITOWOC IB-1024YC NSF 29051 UL SA$„ 4027 Y2,. 1.27 CM OD COPPER OR EQUIVALENT INDEPENDENT WATER SUPPLY 115 1 1.1 15 NO • WATER COOLED 11.7A; PRODUCES TO 225LBS. OF ICE PER 24 HRS. FOR 493 1 ICE MACHINE MANITOWOC QY-0284A -y8y74 1.27 CM SPLYER OURPEQUIVALENT 115 1 12.6' 20 3 NO 208-230/6SO 0/1 AND 230/5 /11T USEHARIN DD/BIREDBC COMBOS.THIS UNIT NEEDS TO BE INDEPENDENTODCOPPER 115V ONLY C7) 493A 1 ICE BIN- CAPACITY 150 LBS MANITOWOC S-170 Y„ ICE MACHINE PRODUCES TO 640LBS. OF 494 0 ICE PER 24 HRS. FOR USE IN DD/BR COMBOS. THIS UNIT NEEDS TO BE HARD MANITOWOC QY-0804A NSF 29051 UL SA 4027 fig" Y„ 208-230 3 8.9* 15 4 NO FOR WATER COOLED- 8.2A ALTERNATIVE ELECTRICAL CONFIGS AVAILABLE WIRED BY AN ELECTRICIAN. 494.4 0 ICE BIN- CAPACITY 710 LBS MANITOWOC S-970 /4 495 0 ICE MACHINE W/ REMOTE CONDENSING UNIT MANITOWOC QY-1474C NSF UL SA Y" Y2" 115 1 1.1 15 3 NO PRODUCES TO 1200LBS. OF ICE PER 24 HRS. FOR USE IN DD/BR COMBOS IN NEW ENGLAND. THIS UNIT 29051 4027 NEEDS TO BE HARD WIRED BY AN ELECTRICIAN. 4958 0 REMOTE CONDENSING UNIT MANITOWOC CVD -1475 NSF 29051 UL SA 4027 208-230 1 19.6 35 4 NO ALTERNATIVE ELECTRICAL CONFIGS AVAILABLE A1023 3 FOR v 496 0 ICE MACHINE (PRODUCES TO 470 LBS.VOL HOSHIZAKI KM630MAH 12 43 YES 115V 1 7.5 15 1 & L21 -20R v OF ICE PER 24 HRS.) JL -12F 4 FOR YES A7547 3 A1023 497 0 ICE MACHINE W/ REMOTE CONDENSING UNIT HOSHIZAKI KM900MRF 12 OL 43 �$" YES 208/230 3 14.4 20 4 NO NO PRODUCES 772 LBS. OF ICE PER 24 HRS; Y2' GAS CONNECTION 72K L -12F - A7547 497B 0 REMOTE CONDENSING UNIT HOSHIZAKI URC -12F E10190 200 1 7.5 15 3 YES NEMA #5-15 28-%" A1023 498 0 ICE MACHINE W/ REMOTE CONDENSING UNIT HOSHIZAKI KM1300MRF 12 VOL 43 N/A 120YES YES NEMA 15-50 PRODUCES UP TO 1040 LBS OF ICE PER UL -12F 24HRS. A7547 _ _ REMOTE CONDENSING UNIT MANITOWOC CVD -1075 29051 SA 4027 N/A _ 15 .6 2 - NO 00 - -- OD - --- DD KITCHEN EQUIPMENT...: -- -- , . 500 0 MIXER, 140 QUART HOBART V1401 E10190 200 3 14.4 20 4 NO 501 0 FLOOR SCALE DETECTO 4570 510C 0 FRYER, WITH BUILT-IN FILTER, GAS PITCO 24R-UFMDDC 4 120 1 7.5 15 3 NO ALSO AVAILABLE 240V, 1PH, 50HZ" GAS CONNECTION; 72K; W/ BUILT IN FRYER QUALITY CONTROL 511 0 DONUT MACHINE WITH ADJUSTABLE BELSHAW TYPE "B" TYPE "F" ALSO AVAILABLE- ELECTRIC VERSION OF ARM TYPE TYPE "B"- 115V, 1PH 512 0 SEMI -AUTOMATED GLAZER (REQUIRED FOR BELSHAW HG24-EZ/DD ALL NEW FULL PRODUCING STORES } ** HEATING CONDENSING CIRCUIT: 520 0 EOD-PROOFER, 208V, MINIMUV CEILING BAXTER PC151-M38 907 " Y ** Y2" NPTF PIPE (MIN), 30-80 PSI @2 95" 3 YES 208-24OV, 31-35A, 1PH 14-50R 2 ELECTRICAL CONNECTIONS HEIGHT OF 106" OS REQUIRED AFF; REAR DRAIN AT 5" AFF ROUTE TO ** ** ** 40/15 EACH NEMA, CONTROL CIRCUIT: 120V, REQUIRED tC AIR GAP DRAIN 5A, 1PH, 5-15R NEMA �p 520C 0 EOD-OC71 SINGLE HEAD WATER FILTER EVERPURE 3/8" FOR #520; WILL SERVICE UP TO 3 PROOFERS PLUMBING FIXTURE (HEAD ONLY) EQUIPMENT INSTALLATION NOTES:O . 1 OB . O 10D 1. EQUIPMENT SUPPLIER 106 t0 28w1 •' 25D Ise 40 120A 170 . ; 20t e 120A TO PLACE ALL NEW 8066 - 296 ' • 806A t 5A 1200 966 ❑ 200A 120D EQUIPMENT J---- _ .1 x x • � J o � � _ 150 2. GENERAL CONTRACTOR TO \°/ I I - =' ° ° ®' Ijl 0.4 I - it0 < I 45014 - �\ c- `'' ' 17)o PLACE ALL EXISTING - - 535 0 EQUIPMENT20 r �� 120E 201 3. GENERAL I CONTRACTOR TO1ojH • 30c 0 12OOG - - 15E 15 1 Y1 884 10tc - 6 • s8A 101 8A 951 120G - ' 10; G • • 101 G - I0gH 232A 201 A 21OC- - 23232BII • • 140A •2106 - 260 • • 1 ?1 • • 561 A 460 231 543 543 I I f I II MAK ALL A10tCC - - --- --- - MECHANICAL, 888 ------ --- --- ----- -- � ------ - 230 PLUMBING, AND I"--- ' __ -,� - -- 250.1 - ELECTRICAL ------------j -------� L----- ----- -- -- -- ' - 59.1 a 91.t o of ° ° 0 4• I/\II \III I� �I �I CONNECTIONS FOR 0� ALL EQUIPMENT si 61 674 • 101D - NOTE:totA • 101{;C 101D 101A 1017A 194 _ t01A �� j I REFER TO ALLIED 610.3 DOMECQ QSR i MULTIBRAND EQUIPMENT r - - ! 482 (4K SPECIFICATIONS ON I 511A N ALLIED DOMECQ QSR WEB - SITE, www.adrus.com/extronet, FOR COMPLETE EQUIPMENT AND UTILITY INFORMATION. ADQSR 680 680 `, ,I&MMINIM. 4W WEB SITE ALWAYS TAKES seo I L------1--- - I PRECEDENCE OVERrip ' -----� DRAWINGS IN INSTANCE ® 610.3 CA OF CONFLICT. ,� .� 6 i .� ,� � r � ,� ,� rYP. I - - - -j ,-'---��-----� ,'----- I � ------ 1 _ C++ ,00 ,00 100 400 ® ,00 ,O NOTE: BARRIER FREE TABLE TO BE CORE DRILLED 1 EQUIPMENT PLAN 1/4"=1'-0" NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17' _ 2 LIVE OAK CENTER SANFORD, FL. EQUIPMENT PLAN AND SCHEDULE PC # 338646 DATE 10/25/02 SCALE AS NOTED I D RA'vb' N - I CKD NO DESCRIPTION DATE REVISIONS APP° i Arc t6cture incorporated LIC. NO.: AA -0002723 THESE PLANS ARE CONFIDENTIAL PROPERTY OF ALLIED DOMECQ QSR UNDER RESTRICTED ACCESS. 375 Douglas Avenue Suite 2000 Altamonte Springs Florida 32714 Office: (407) 786-0330 Fax: (407) 786-0331 AILILHIM, LDS G LCC 1DlhSR 0- Baskin Robbins 2 LIVE OAK CENTER SANFORD, FL. EQUIPMENT PLAN AND SCHEDULE PC # 388 646 DATE 10/25/02 SCALE A B C D E F G H J K L M NOI DESCRIPTION DATE APPD EQUIPMENT SCHEDULE 10/20/03 EQUIPMENT PLUMBING GENERAL REMARKS WATER WASTE LOAD �P�EELECTRICAL ITEM NO. QTY. DESCRIPTION MANUFACTURER MODEL IN N.S.F. u.L REMARKS RECEPTACLE SPEC A.F.F. REMARKS CIRCUIT jvpEsW,IW/� j E.T.L. E.T.L. HW. CW. NIR. IND. VOLTS PHASE AMPS szr GROUND k PLUG � 522 0 EQD-PROOFING RACK SERVOLIFT EASTERN AA67-17-3.25 2 PER PROOF BOX ARE REQUIRED 523 0 EQD-WATER CHILLER, MODEL SC -340A04 MULTIPLEX SS901130 18 ** Y2 230 1 6 15 S� 3 YES NEMA 5-15R ** ETL REPORT NO. 99004330.004 1/2"HW, 140F MAX, 25-10OPSI, 1/2"CW, 32F NEMA 5-15R * BAKING INDUSTRY STANDARDS SANITATION COMMITTEE 524 0 EQD-WATER METER BAXTER SP60OM3* UL 312 ** ** MIN., 20-10OPSI; COLD WATER ROUTED FROM 120 1 1 15 3 YES 6 FT. CORD 24" MIN. CLEARANCE BETWEEN HAND SINK 1_1 WATER CHILLER SUPPLIED BY OTHERS AND WATER METER RECOMMENDED TWO ELECTRICAL SUPPLIES REQUIRED: 1- 30A, 4 WIRE 4 MH )/2 ** 3/4" REAR OR 31s" FRONT, DIRECT WASTE; CHOOSE 120 AND ** 20 30 & 4 & NO ** 1PH FOR 120V, 1 OR 3PH FOR & 1-10A, 3 WIRE; %4" GAS CONNECTION, 175k BTU/HR 532 0 RACK OVEN, GAS FIRED BAXTER OV21OG-MIB SINGLE 14833 EITHER REAR OR FRONT DRAIN, & PLUG; ROUTE 208-240 10 3 208-24OV; BLOWER MOTOR 1)�HP STANDARD; NATURAL GAS AT 5" TO 10" W.C. TO AIR GAP DRAIN (1PH), 4-4.2A (3PH) OR 7A (1PH) N 12 TIER OVEN RACK 9FOR FROZEN MUFFIN 15 & 50 4 & 3 NO FOR FROZEN MUFFIN PANS. DOES NOT N 532A PANS. DOES NOT ALLOW USE FO EXISTING BAXTER CT613H-M50-A-R2-X ALLOW USE OF EXISTING 4X3 MUFFIN 0 4X3 MUFFIN PANS) PANS 532B 15 TIER OVEN RACK (FOR FROZEN MUFFIN BAXTER CT603H-M40-A-R2-X FOR FROZEN MUFFIN PANS ONLY FOR 0 PANS ONLY FOR BAGELS, CROISSANTS, BAGELS, CROISSANTS, COOKIES COOKIES) 532C p COMBO OVEN RACK (MAY USE EXISTING BAXTER A2312 -50 -R2 -X 4X3 MUFFIN PANS) 533 0 BAXTER OV21OE-M1B SINGLE 4 MH •* *' 3/4" REAR OR 3'6" FRONT, DIRECT WASTE; CHOOSE 120 AND ,* 20 30 & 4 & NO ** 1PH FOR 120V, 1 OR 3PH FOR TWO ELECTRICAL HARD WIRE SUPPLIES REQUIRED: RACK OVEN, ELECTRIC Y2 EITHER REAR OR FRONT DRAIN, & PLUG; ROUTE 208-240 150 3 208-240V; BLOWER MOTOR 1)2HP 1 120/60/1/20 A DED., & 1 208/60/3 O -O- 14833 TO AIR GAP DRAIN (1PH), 4-4.2A (3PH) OR 7A (1PH) 112.7 AMP W • �1 1/2" REAR DRAIN TO AIR GAP DRAIN 120 AND " NO BOTTOM REAR RT. ELEC. CONNECTION TWO ELECTRICAL HARD WIRE SUPPLY DISCONN. 41 535 1 MINI RACK OVEN, ELECTRIC BAXTER OV300E }!2" 208-240 REQUIRED: (1) - 120/60/1/15 A DED., & (1) - 208/3/50 AMP MINI RACK OVEN, GAS OV300G Y>. 1/2" REAR DRAIN TO AIR GAP DRAIN i20'd 15 20 NO BOTTOM REAR RT. ELEC. CONNECTION 1 - 120/60/1/15 A DED., HARD WIRED TO DISCONN. 536 p BAXTER Y2, 3/4" NPT PIPE SIZE BOTTOM REAR RT. GAS CONNECTION 540 0 CUTTING TABLE JOHN BOOS DWG # 543 2 MOBILE BAKERY PAN SERVOLIFT EASTERN 96-0145 HOLDS MUFFIN PANS, SHEET PANS & BAGEL BOARDS 550 0 CUTOMAT SHEETER (144") RONDO SS0685C (144") BISSC E83 220 3 5 20 4 YES L1 520R TOTAL WORKING POSITION LENGTH IS 144" 592 551 0 CUTOMAT SHEETER (155Y2") RONDO SS0685C (155 1/2") BISSC 592 220 3 5 20 4 YES Ll 520R TOTAL WORKING POSITION LENGTH IS 155-Y" FINISH TABLE, 10'W X SD S.S TOP W/ S.S TOP W/ 10"D OVERSHELF W/ S.S. LEGS 4 560 0 10"D OVERSHELF W/ S.S. LEGS CUSTOM BY SUPPLIER N/A -P 560A 0 FINISH TABLE, 8'W X 3'D S.S TOP W/ CUSTOM BY SUPPLIER N/A S.S TOP W/ 10"D OVERSHELF W/ S.S. LEGS 10"D OVERSHELF W/ S.S. LEGS 560B 0 FINISH TABLE, S.S TOP W/ 10"D OVERSHELF CUSTOM BY SUPPLIER N/A SPECIFY SIZE; S.S TOP W/ 10"D W/ S.S. LEGS OVERSHELF W/ S.S. LEGS 561A 2 ADJUSTABLE TRANSPORTATION FINISHED SERVOLIFT EASTERN 96-450 PRODUCT RACK 563 0 POWER BASE EDHARD P-4010 29051 SA 4027 120 1 1.1 15 3 YES NEMA 6-20R 1400 0 DOUGH PRESS RONDO 220V 3 6.2 15 CORD NEMA 4 ONLY 15-20P _ Tl ARA r _ EA NG E - - U1 600 20 FREE STANDING .C..... HAIR W SILVERVEIN FINISH WAYM AR C -317 -WS FRAME- SEAT COLOR 610.3 9 20" X 24" TABLE TOP VP -0125 -2424 -4R -G2 ROYAL PLUM LAMINATE W/BLACK VINYL BUMPER EDGE 620.3 1 20" X 33" TABLE TOP, ACCESSIBLE EQUIPMENT SUPPLIER VP -0125 -2033 -4R -G2 630 0 42" ROUND TABLE TOP EQUIPMENT SUPPLIER DWG # 640 0 TALL STOOL EQUIPMENT SUPPLIER DWG # 650 0 TALL TABLE EQUIPMENT SUPPLIER DWG # 660.1 1 22'4" X 21V SINGLE TRASH/ TRAY STAND EQUIPMENT SUPPLIER DWG #660.1 661.1 0 DOUBLE TRASH/ TRAY STAND EQUIPMENT SUPPLIER DWG #661.1 673 0 48" FRONT LINE COFFEE MERCHANDISER EQUIPMENT SUPPLIER DWG #673 674 1 60" FRONT LINE COFFEE MERCHANDISER EQUIPMENT SUPPLIER DWG #!674 675 0 72" FRONT LINE COFFEE MERCHANDISER EQUIPMENT SUPPLIER DWG #675 676 C 72" COFFEE WALL EQUIPMENT SUPPLIER DWG #676 680 POST QUEUING SYSTEM LAWRENCE 8T2-64/33-68 690 0 REFRIGERATOR IN QUEUING LINE MASTER -BILI OIAPh,1-4° -- v:.,. y, �< NKIN' N T MENU BOARDS - DD R COMBOS DU DO U S /B — - , _ , _ - — "- - — PANEL MENU SYSTEM CONSISTING OF: HOT BEVERAGES (34 16 z 0 RBI -2 MENU SYSTEM "PACKAGE A"-(25'-4") POSTERLOID DRB -6 W X 27"H), COLD BEVERAGES (33�s'W X 27"H), DONUTS (36)6"W 27"H), SANDWICHES (363'4"W X 27"H), BAGELS (369/6"W X 27"H) 6+1 PANEL MENU BAKERY (36%,6"W X 27"H), VALUE COMBD BOARD (57"W X 28"H) 4 PANEL MENU SYSTEM CONSISTING OF: HOT BEVERAGES (34% 804 1 RBI -2 MENU SYSTEM "PACKAGE B"-(18'-9") POSTERLOID DRB -4 'W X 27"H), COLD BEVERAGES (333f6'W X 27"H), DONUTS/BAKERY (3676"W X 27"H), SANDWICHES/BAGELS (36%_W 4+1 PANEL MENU 27'H), VALUE COMBO BOARD (5TW X 28'-°, 0 "PACKAGE I 2 PANEL MENU SYSTEM CONSISTING OF: HOT BEV./ COLD BEV. 805 RBI -2 MENU SYSTEM POSTERLOID DRB -M (34 ;6"W X 29 ifs H), BAKERY/SANDWICHES (366"W X 29;46"H), C"-(10'-11") 2+1 PANEL MENU VALUE COMBO BOARD (57"W X 28"H BASKIN ROBBINS MENU BOARDS - BR/DD & BR/TG COMBOS. <.` <: do -- OD 806 A 1 ICE CREAM MENU BOARD 84" X 363" POSTERLOID BR -I 8066 1 BEVERAGES MENU BOARD 84" X 363" POSTERLOID BR -13 807 0 ICE CREAM AND MORE MENU BOARD POSTERLOID BR -IM 84" X 363/8' FOR 40- TRANSLITE VOSGES PEAR FACE FRAME 808 1 BASKIN ROBBINS TRANSLITE BBM&M TMLITE *� 120 1.6 5 YES NEMA U.L. #E36737 EQUIPMENT INSTALLATION NOTES: co co 1. EQUIPMENT SUPPLIER TO PLACE ALL NEW 108 O O EQUIPMENT 10D 40 • 2016 • 1OB 10 28M 25D 158 124A 170 120A ❑ 2. GENERAL 8066 - 296 • . 806A 15A 120p c,6 200A 120D - CONTRACTOR TO - - - r • PLACE ALL EXISTING _ -� • 0 0 °ITi !�'_ - `>_ , ° o ; - 150 EQUIPMENT i 450 \ / \ 4450 I I LE _ • 0, ❑ ❑ 110171 3. GENERAL J w -, ------ t7�jj_ o C) _ CONTRACTOR TO J 12{}F 201 II MAKE ALL 20 30 884 - • 95.1 201 A 140A 290 121 561 a 460 I MECHANICAL, 15E 16 1Y1 MG 1016 . tZ4G 120G II PLUMBING, AND I 10tH tOiG 101H•• 2 21010' •21OG 231 543 543 PLUMBING, ELECTRICAL sea s9a 1©1 t01CC I _ - CONNECTIONS FOR ALL EQUIPMENT; - I° _, ❑ "❑ - - i ��pp _ of 250.1 - / I II I • sta wo IL J NOTE: ®� 61 61 674 REFER TO ALLIED 10iD 1 I DOMECQ QSR 10it:10 109D 109A 107A MULTIBRAND EQUIPMENT tOiA 104 SPECIFICATIONS ON t0�a ALLIED DOMECQ QSR WEB 610.3 SITE, I 4e2 t www.c)drus.com/extranet, I I • 5fr1A FOR COMPLETE---------� 281 ❑ , EQUIPMENT AND UTILITY I I INFORMATION. ADQSR Q I I Y"� I ❑ _ r i ! I WEB SITE ALWAYS TAKES PRECEDENCE OVER O , ' 690 690 DRAWINGS IN INSTANCE OF CONFLICT.6e0` i �---- --1— -----�� - , I E49 ,no 610.3 400 400 400 400 , TYP. I - /// L y------ l.._ — — —1 / r-- ---- i ` r 4 7 660.1 i i O ' I ❑:. `J 4e4 I:. I _• W 400 400 400 f `?t s I NOTE: BARRIER FREE TABLE 1 I TO BE CORE DRILLED I 1 EQUIPMENT PLAN---- /4"=1'-0° NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" _r��1 THESE PLANS ARE CONFIDENTIAL PROPERTY OF ALLIED DOMECQ QSR UNDER RESTRICTED ACCESS. 2 LIVE OAK CENTER SANFORD, FL. EQUIPMENT PLAN AND SCHEDULE PC # 388 646 Arcbit t ure incorporated LIC. NO.: AA -0002723 375 Douglas Avenue Suite 2000 Altamonte Springs Florida 32714 Office: (407) 786-0330 Fax: (407) 786-0331 GUNKIN' � ask n DONUTS ,3 0 QAULHED) D(C)IECQ 0 DATE 10/25/02 SCALE AS NOTED DRAWN CKD NOI DESCRIPTION DATE APPD REVISIONS Arcbit t ure incorporated LIC. 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' -- -- -- -------- ' BEV. ! t , i \_= =----„=_ -- ' 11, N J ; 1 I 111/I11/ H H REFR 11 i V 6 i < V----------- --------- ___ ___ 1 � , I 1 I 1 1 I \� I / 1\/\/�'��, I I ((—� 1 II --------- --------- `--------------------- ' 1 I, 680 600 . 680 . I 1, I I I II I iI I , II , i COLD WATER (CW) ; 1 I � 1 I I II 1 Acc.! �2 PROOM I ve III ; 1 , , ; ; I\.` -�-H '• • 493 ;i• II I I I I , 61-113 11 , II , I L ' 1 , 1600 ?—iO D RISE AND FALL IN PIPING ----------- - -----i`- I Y I I 111 v V 124 I I ,I II L ------- I II _ 1- �GO Ill W Q y� ^ WJ O 4 0 Ir• -- FUTURE O --------------------------F "'- -- ---' -r� ----_-� ---\L-=.-. 4-4 cy:) U� •� (�, 0 (� DRINK r .-. --- .--- -- -- - 'C`1!' iiii • i I I I 4 41 660.1 1 `_ RESTROOM I1 I11 I I I 400 400 I I I I 400 400 I 1 400 I I 400 I TRASH f -_- '- \ \`•\\; WC _j PLUMBING NOTES: 1. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, ELECTRICAL RACEWAYS AND BUILDING STRUCTURE. IF PENETRATIONS THROUGH STRUCTURAL MEMBERS ARE REQUIRED FOR PLUMBING INSTALLATIONS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION TO INSURE THAT STRUCTURAL INTEGRITY IS MAINTAINED. 2, ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT AS SPECIFICALLY NOTED. 3. PIPE ROUTING IS DIAGRAMMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN FIELD. 4. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FLORIDA PLUMBING CODE 2001, ADA, AND FEDERAL CODES, REGULATIONS, APPLICABLE STANDARDS AND AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 5. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. 6. DRAINAGE PIPING 3" AND LARGER SHALL SLOPE NO LESS THAN 1/8 FALL PER FOOT. PIPING LESS THAN 3" SHALL SLOPE A MINIMUM OF 1/4" PER FOOT. 7. VERIFY INVERT ELEVATIONS AND EXACT LOCATIONS AND SIZES OF ALL UTILITIES WHICH ARE TO BE CONNECTED BEFORE INSTALLATION. 8. ALL VENTS THROUGH ROOF SHALL BE MINIMUM 10'-0" FROM AIR INTAKES 9. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR MATERIALS. 10. INSTALL ISOLATION VALVES AT EACH DOMESTIC WATER BRANCH TAKEOFF AND INSTALL UNION AT EACH PIECE OF EQUIPMENT, FIXTURE AND APPLIANCE SERVICE POINT CONNECTION. 11. INSTALL PRESSURE REDUCING VALVES ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT, WHEN WATER PRESSURE EXCEEDS 60 PSI. 12. WASTE, TRAP AND VENT SIZES SHALL BE IN ACCORDANCE WITH APPLICABLE CODES. -------- ---------------- ' I c' o� ELEC. W.M. I r -ow II 11 II II II 11 PLUMBING FLOOR PLAN SCALE:1 /4"=1 "-0" 14. SOIL, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVE. ALL MATERIAL AND INSTALLATION PRACTICES SHALL BE IN STRICT ACCORDANCE WITH THE LATEST APPLICABLE STATE AND LOCAL CODES.ALL SOIL, WASTE, & VENT PIPING INSTALLED WITHIN OR PASSING THROUGH FIRE EATED ASSEMBLIES SHALL BE SERVICE WEIGHT CAST IRON (NO PVC ALLOWED). 15. DOMESTIC WATER PIPING SHALL BE COPPER TYPE "L" FOR ABOVE PIPING AND TYPE "K" FOR UNDERGROUND, OR WHEN APPROVED BY OWNER/ ENGINEER CPVC SCH. 40 PIPE AS DESIGNED FOR DOMESTIC WATER USE. 16. INSULATE ALL CONDENSATE DRAIN PIPING WITHIN BUILDING INCLUSIVE OF ALL EQUIPMENT PIPING RUNOUTS, TRAPS, ETC. USE INSULATION AS OUTLINED ABOVE FOR HOT WATER PIPING. 17. SUPPORT ALL PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES AND WITH INDUSTRY STANDARDS FOR HANGER AND WALL MOUNTED SUPPORT SYSTEMS. 18. DO NOT SCALE THESE DRAWINGS. 19. CONTRACTOR REVIEW ARCHITECTURAL SHEETS FOR LOCATIONS OF FIRE RATED WALLS AND CHASES. PROVIDE STEEL PIPE SLEEVE THRU RATED ASSEMBLY, TRANSITION PVC PIPE TO STEEL PIPE THRU SLEEVE, FIRE CAULK SPACE BETWEEN SLEEVE AND WALL AND STEEL PIPE AND SLEEVE. 20. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO PROVIDE ALL ADDITIONAL MAIN AND INTERMEDIATE STEEL REQUIRED FOR THE ACCEPTABLE SUPPORT OF EQUIPMENT AND ASSOCIATED PIPING SYSTEMS. 21. CONTRACTOR TO VISIT THE SITE PRIOR TO BIDING. 22. ALL PIPING SHALL BE CONCEALED UNLESS OTHERWISE NOTED. 23. ALL ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE. 24, COORDINATE ALL PLUMBING CONNECTIONS (HOT, COLD WATER AND SANITARY/SEWER) WITH ALL KITCHEN EQUIPEMNT, FIELD VERIFY CONNECTIONS AND SIZES. I II I iI I , II , i COLD WATER (CW) �- V I � 1 I I II 1 VENT ABOVE FLOOR (V) I FS • 1 1 I I 4W3 I. • 493 ;i• II I I I I , 61-113 11 , II , WASTE BELOW FLOOR II I1 I I CONDENSATE 11 1 II 1 ?—iO D RISE AND FALL IN PIPING I III; SHUT OFF I Y I I 111 VTR I i I I I ,I II L ------- I II _ 12 4" SANITARY LINE SEE CIVIL PLANS FOR CONTINUATIONS GREASE TRAP 00 EXTERIOR GREASE TRAP SEE CIVIL PLANS FOR SIZE, LOCATION, ETC. SYMBOLS LIST t---� DOMESTIC COLD WATER (CW) �- V PLUMBING VENT ABOVE FLOOR (V) FIXTURE UNITS SANITARY WASTE ABOVE FLOOR 33-60 61-113 SANITARY WASTE BELOW FLOOR CD CONDENSATE DRAIN ?—iO D RISE AND FALL IN PIPING I>< SHUT OFF VALVE: BALL VTR VENT THROUGH ROOF PLUMBING FIXTURE SCHEDULES: WC -1 HANDICAPPED WATER CLOSET "AMERICAN STANDARD" 2998.014 FLOOR MOUNTED VITREOUS CHINA 1.6 GALLON LOW CONSUMPTION TOILET WITH "BEMIS" NO. 1955-SS/C OPEN FRONT SEAT LESS COVER. MOUNT AT A.D.A APPROVED HEIGHT. L-1 HANDICAPPED LAVATORY: "AMERICAN STANDARD" "LUCERNE" WALL HUNG VITREOUS CHINA LAVATORY MODEL 0321.075 PROVIDE COMPLETE WITH "AMERICAN STANDARD" 2000.101 CERAMIX FAUCET" GRID STRAINER, CHROME PLATED CAST BRASS "P" TRAP WITH CLEANOUT PLUG SUPPLIES & LOOSE KEY STOPS. INSULATE ALL EXPOSED PIPING PER ADA MOUNT AT A.D.A APPROVED HEIGHT.H&CW SUPPLIES AND ANGLE STOPS. FD -1 FLOOR DRAIN: "ZURN" ZN-415-P WITH 5" X 5" TYPE "S" SQUARE STRAINER AND TRAP PRIMER CONNECTION. SIZE AS INDICATED ON DRAWINGS. EACH FLOOR DRAIN TRAP SEAL SHALL BE PROTECTED BY AN APPROVED TRAP PRIMER LOCATED AT THE CLOSEST FREQUENTLY USED FIXTURE. INSTALL FOR POSITIVE DRAINAGE OF FLOOR. FS -1 FLOOR SINK, "ZURN" ZN-1910-23, 8"X8", WITH 1/2 GRATE AND ALUMINUM BUCKET HD-1 HUB DRAIN, "ZURN" Z328" 4" DURA COATED CAST IRON. EWH-1 80 GALLON ELECTRIC WATER HEATER EQUAL TO A.O.SMITH MODEL PEC -80, WITH INSULATED TANK, 6.0 KW HEATER 208/1/60 UPPER/LEWER HEATING ELEMENTS. TP -1 TRAP PRIMER: "ZURN" Z-1022 AUTOMATIC TYPE, BRONZE BODY WITH INTEGRAL VACUUM BREAKER. FCO FLOOR CLEANOUT "ZURN" MODEL Z-1444 WITH ROUND ACCESS COVER WCO WALL CLEANOUT "ZURN" MODEL Z-1441 WITH SMOOTH ACCESS COVER S. A. PROVIDE AND INSTALL WATER HAMMER ARRESTOR "ZURN" MODEL Z-1700 SIZED AS REQUIRED BY THE TABLE BELOW. INSTALL PER MANUFACTURER'S RECOMMENDATIONS IN LOCATIONS AS RECOMMENDED BY P.D.I. STANDARDS. P.D.I. UNITS A B C D E FIXTURE UNITS 1-11 12-32 33-60 61-113 114-154 2 _ 3 4 5 _ � _ _ _. 6 I 7 -- I 8 9 _ 10 _ 11 12 1 13- - 14 ENGI—TECH CONSULTING INC. - - 2 is ..off ci;t Z—tc Qo; o W 0 O HOSSEIN DAYI, PE �J FL. PE # 53461 O OW P.O. BOX 196967 o WINTER SPRINGS 1 U FL. 32719 z � QO PH, 407-695-5837 13 -� - 14 - Z - - 2 is ..off ci;t Z—tc Qo; It O o W 0 O o U �J N O OW O o wLLJ u z U 0 Q z � QO CfJ � Z Q � I Q _ W �GO W Q y� ^ WJ O 0 � y7,71 V O CD � O 4-4 cy:) U� •� (�, 0 (� 00 v It O o W 0 O o U �J N O OW W o wLLJ u z U 0 Q P- 1 w Q 0 u� z z 0 o — a- u LLJ0 A �J O OW W LLp � Q z � QO UZ Z Q Q Q _ W _j W Q P- 1 w Q 0 u� z z 0 o — a- u LLJ0 A d- o 0 o w F -- -a z U _ 's. i H N \ V Q O d- o 0 o w F -- -a z U _ H N \ V Q O O Z W W Q < CEJ C� U® V) 0 o �0 U❑ O � W I Q LL z Z Q W _Z cq 0 cq 0 �V Q N A -j z 4-1 co LU U F- CL Un — (, W w� ®g' a v L vx d- o 0 o w F -- -a z U _ N \ V Q O C- Z W W Q < a U® V) 0 o �0 U❑ Z W I Q LL z Z Q W _Z U � W Q N z --� W LU U F- CL Un — (, W w� v L I- O C- Z W LL U® -jO Qz �0 U❑ Z O LL z Z Q W _Z U � W Q N � --� W 5 6 g I 9 10 11 12 I 13 14 M1 2 USE HARD COPPER PIPE PIPE MAY EXTEND O W ABOVE FLOOR SLAB, OF AS WASTE OR VENT. I I COLUMN OR U SIZE AS SHOWN ON PLANS. PROVIDE CLEANOUT TEE / PARTITION WITH SCREWED COUNTER- AS SHOWN �- COPPER PIPE COUPLING SUNK ABS PLASTIC PLUG: I I ON FLOOR Q PLAN. PROVIDE CLEANOUT"S IN DISCHARGE INTO RECEPTOR COLD WATER SUPPLY PIPE HANGER LTAPERED-THREAD WITH TURNS/ENDS OF PIPE. US % WITH AIR GAP SUFFICIENT TO WATER HEATER. r�~- NEXT TO PIPE TEE (� O FLOOR SLAB. a a TFE JOINT COMPOUND, _ -� �. HARD COPPER _ DWV FITTINGS IF SIZE TO REMOVE GRATE AND PIPE UNION: SHUT-OFF VALVE LiJ WHERE CLEANOUT TEE CLEANOUT IS LARGER THAN 1". STRAINER. MINIMUM GAP DIELECTRIC IF w CRUSHED ROCK IS CONCEALED IN A FACE SHALL 0 TWICE PIPE DIAMETER. WATTS NO. 530 - I-- -� CHASE OR PARTITION BE WITHIN SLOPE PIPE G DISSIMILAR METALS ' 4" OF WALL AS MUCH AS o WELDED STEEL EXPANSION PRESSURE RATED 0 U PROVIDE A ROUND 18 I I POSSIBLE TANK WITH POLYPROPYLENE RELIEF VALVE _ GAUGE STAINLESS STEEL SURFACE. ry - COMPACT COVER WITH BEVELED I PROVIDE TOWARD LINING, FDA APPROVED FOR i SET AT 100 PSI. Q _ EARTH EDGES AND FLATHEAD I I EXTENSION DISCHARGE. �Q I DOMESTIC WATER SERVICE. L_ PROVIDE T MACHINE SCREW. IF REQUIRED. MAKE CONNECTION BUTYL DIAPHRAGM RELIEF VALVE —1 w STYROFOAM OR PROVIDE ELASTQMERIC TO EQUIPMENT MASONRY SUPPORTS UNICELLULAR SEAMLESS Q AS REQUIRED. - DISCHARGE LINE Qry " 0 PIPE / VERIFY WITH LOCAL AIR CHARGING VALVE. ' E �'/ 1/2 INSULATION ON MAKE PIPE MINIMUM ONE SIZE FILL TANK WITH AIR TO END OVER FLOOR DRAIN OR z BELOW FLOOR SLAB, USE TYPE "K" SOFT AND TO STUB ABOVE CONCRETE HUB AT FLOOR REFER TO PLUMBING LARGER THAN EQUIPMENT CON- CODES IF/WHEN TRAP PRESSURE TO MATCH JANITOR'S SINK. COPPER TUBE WITHOUT NECTION, MINIMUM 3/4w. USE "M AND/OR VENT ARE RE- WATER PRESSURE AIM DOWNWARD FLOOR ONE INCH, FLOOR RISER LENGTH FIXTURE SCHEDULE OR "L" HARD COPPER UP TO 1" QUIRED FOR THE S AGGTH THEN OPEN VALVE.----`-`�`" WITH 2" AIR GAP Q W JOINTS BELOW FLOOR SLAB. AS REQUIRED FOR FURTHER AND TYPE DWV FOR LARGER. - OF DRAIN PIPE INT _ C) 4 IF HOT AND COLD WATER INFORMATION. WCO PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT PROVIDE SAND PIPES ARE INSTALLED IN LONG SWEEP AT END OF LINE ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. BACKFILL. SURROUND SAME TRENCH, SEPARATE OR COMBINATION WYE AND PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION z PIPE MINIMUM 4 INCHES. THEM BY MINIMUM 12". EIGHTH BEND IN — — �� DIRECTION WHEN INSTALLED EXPOSED IN F000 SERVICE FACILITY. PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. IF FLOOR SLAB IS EXISTING, SAW CUT IT, EXCAVATE, RUN OF LINE.Sj[ -�-- REFER TO LOCAL CODES FOR FURTHER INFORMATION. Q BACKFIELD, REPAIR VAPOR BARRIER, AND PATCH SLAB, -- — �� FLOW U PIPE SHALL HAVE LONG RADIUS TURNS WITHOUT KINKS. THERE SHALL BE NO CONTACT OF COPPER TUBE WITH PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY OTHER PIPE, CONDUIT, OR REINFORCING STEEL WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: L WITHIN LOCATE ABOVE FIXTURE FLOOD RIM N 4' OF FLOOR. Y h 1 CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. z `�AT� DRAIN -A� K Q WA EA OUT 4WASER P PE U DER S AQ 2 CO�CE�(� C1 w NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE z 3/4" BRONZE TYPICAL BALL VALVE: 3/4" BRONZE BODY SCREWED NOTE INDIVIDUAL FILTERS THIS DETAIL IS TYPICAL FOR BACKFLOW 3/4" BRONZE BODY, CONNECTION PRESSURE REDUC- CL ALSO PROVIDED FOR ALL COMBOS W/ DUNKIN' ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE PREVENTER FULL PORT, SCREWED ING VALVE SET AT 75 PSI. PROOFERS AND FOR DONUTS PRESENT AND AT PROVIDE FULL PORT BALL 1/2" COLD WATER TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP W/ TEST PLUGS, CONNECTIONS. PRV 1" W 0 ELECTRIC DECK OVEN - ALL DUNKIN' DONUTS SHUT-OFF VALVE ON ROUGH -IN. --� SUPPLY DOWN IN WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET INSTALL SO IT COORDINATE W/ EQUIPMENT INDIVIDUAL STORES PARTITION WHERE MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED IS EASY TO TEST. BFP 8 -- --a. SPECIFICATIONS DOUBLE CHECK VALVE DCV SHOWN ON PLAN. FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON �J INSTALL WATER BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. t r SI ADAPTER AND SIX CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. 1 j o FILTER PERUFACTURERS MAN- i'� FOOT LONG ���� - f -LJ_ INSTRUCTIONS SOFT COPPER MEMBRANE CLAMP _FCO -FLOOR SLAB ON GRADE CO G DOMESTIC CUNO WATER IF FURNISHED Ct�B TUBING NL CUBER , , ti ~ P L INCREASER INCOMING IN MIN WITH ICE MACH. WATER INLET. COPPER WATER SERVICE FILTRATION INSTALL WHERE CONNECT TO SYSTEM ACCESSIBLE. MULTIPLE CUBERS AS REQUIRED FOR SAME SIZE AS SEWER TUBE 1—� 3/4" STRAINER: BRONZE BODY, PRESSURE — WHERE REQUIRED. DEPTH OF SEWER UP TO 4" MAXIMUM. WATER SCREWED, STAINLESS STEEL SCREEN, GAUGE INDIRECT DRAIN ICE CONNECT TO CUBER ENTRY SERVICE WITH SLOWDOWN PIPED TO FLR. DRN. HUB AND SPIGOT LONG SWEEP ELBOW AT G- OPEN TO AT - CAST IRON PIPE END OR TURN OF RUN. TO 6" MOSPHERE AT � BELOW FLOOR. 3/4" BRONZE STOP &WASTE VALVE, FLOOR EFD A COFFEE UPPER END. -� " OUTLETS AS REQ D. ~�- COMBINATION WYE AND ABOVE SCREWED, RESILIENT SEATED, NRS. DRAIN 3/4 REFER TO INDIRECT SANITARY OR STORM FLOOR " EIGHTH BEND IN RUN. _ DO NOT USE A QUARTER TURN VALVE. 2" FS DRAIN" DETAIL FOR SEWER LINE ENTER TOP OF PIPE. �TM a ��- ID MORE INFORMATION. 1 F- _ �_ DIRECTION ANDS 41 B ICE PROVIDE F1.00R SINK AT FRONT EDGE OF ICE �— « - — �LLI OF FLOW CAULK. 1" x 3/4" REDUCER. FLOOR SLAB WITH TOP 1/2" MACHINE, WHERE ACCESSIBLE FOR CLEANING - NOT LOCATE AT BUILDING EXIT,' AT ENDS OF RUNS, AT TURNS BELOW FLOOR. UNDER ANY EQUIPMENT. SLOPE FLOOR 1/2" TO RIM. OF PIPE GREATER THAN 45 DEGREES, AT 50 INTERVALS PROVIDE BACKFLOW €'REVENTER OF TYPE AND MANUFACTURE APPROVED BY ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. LOCAL AUTHORITIES AND DEPARTMENT OF NATURAL RESOURCES. INSTALL PRE -FILTER WATER SERVICE TO ALL POST MIX (AS PROVIDE COLD WATER ROUGH -IN AT TOP OF ICE MACHINE. PROVIDE BACK FILL PER ARCHITECTURAL SPECIFICATIONS. BACKFLOW PREVENTER IN HORIZONTAL UPRIGHT POSITION. SUPPORT ASSEMBLY OTHER POINTS OF USE - REQUIRED) ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. FROM WALL BRACKET OR FLOOR STAND, PROVIDE REGULATOR ONLY IF PRIES TOILETS, SINKS, ETC. SUIT CONDITIONS. VERIFY CONNECTIONS WITH MANUFACTURER. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. INSTALLED SURE EIIN VERTICAL PIPE IF SPACEDS 80 PSI - VERIFY. E LIMITATIONSAND RREQUIRE TEDUCING EAL ANVE Y BE STRAINER BEFORE TURNING BUILDING OVER TO OWNER. .PROVIDE ANY REQUIRED CERTIFICATION OF TEST OF BACKFLOW PREVENTER TO LOCAL AUTHORITIES. .-- MACHINE CO ECT 0 % FLOOR CLEANOUT 10/20/03 a DOMES C hIATER SERV CE ENTRY S WATER FILTRATION SYSTEM EM 0 CE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE STUB ELBOWS ABOVE FLOOR AT LOCATIONS SHOWN ON PLAN. UURY PIPE AT DEPTH AS REQUIRED TO ACHIEVE APPROXIMATELY A 90 UEGREE PENETRATION OF SLAB, PROVIDE A TEMPORARY PVC PIPE ,CAP 'WELDED TO ENDS OF CONDUIT DURING CONSTRUCT19V PHASE. TRIM ELBOW AT ME OF INSTALLATION OF BEVERAGE LINES TO 6 ABOVE SLAB NORMALLY, 8 INTO CABINETRY. SEAL FLOOR PENETRATION WITH - -I FLEXIBLE, WATERPROOF MATERIAL TO C I rSEALTO COMPENSATE FOR PIPE EXPANSION.FLOOR VAPOR CRUSHEp SLAB BARRIER ROCK GTH AS REQUIRED W SET CONDUIT [[:D ON COMPAC- SILICONE. TED EARTH. USE FOUR INCH SCHEDULE 40 PVC ELECTRICAL CONDUIT AND FITTINGS Willi SOLVENT -WELDED JOINTS, USE MINIMUM QUANTITY OF FITTINGS REQUIRED. PROVIDE LONG SWEEP ELBOWS AT BOTH ENDS, WITH MINIMUM 30 INCH RADIUS (AVAILABLE AS ELECTRICAL CONDUIT - DO NOT USE MULTIPLE ELBOWS TO MAKE 90' TURNS). PROVIDE TEST OF CONDUIT AFTER ASSEMBLY TO VERIFY WATERTIGHTNESS. PREPARE LEAKS BEFORE BACKFILLING TRENCH WITH SAND. MAINTAIN PRESSURE UNTIL BEVERAGE LINES ARE INSTALLED, AVOID ELBOWS IN HORIZONTAL RUN IF AT ALL POSSIBLE. GENERAL CON- TRACTOR WILL SEAL ENDS OF CONDUIT WITH FOAM AFTER BEVERAGE LINES ARE INSTALLED IN CONDUIT. 12 I� OT USED PVC DEVEf�ACE CONDUIT 10 NO U QED 1 1 �0 U.�ED NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ;i a v. P m 4 ENGI—TECH CONSULTING INC. H08SEIN DA 4 PE 1 P.O. PBOX 196967 WINTER SPRINGS J LP' FL. 32719 PH. 407-695-5837 IJ I- USED 14 0T � SED 15 0-� USED 16 N 0T USED f 1 2 3 4 5 g 7 8 9 10 11 12 13 � 14 EQUIPMENT DESCRIPTION r� Cq C� 4) © I I 4.1 r' is DP --3C FILTER SYSTEM PORT "A" PORT "B" DUAL BREWER; WALK-UP X DRIVE THRU POST MIX X DRIVE THRU CARBONATOR X DUNKACCINO MACHINE X DUAL BREWER; DRIVE-THRU X ICED COFFEE BREWER X SELF SERVICE POST MIX X00 SELF SERVICE CARBONATOR X DECK OVEN X ICE MAKER X d- o w O O N U � w z a __jQ a_ � o a cn o U <t w Q o z O 0— U W a Z_ _ J v 00 x .� Z � � Q Z LL = I- U® W0 06 (n O O z J ZLIJ J = Lij CV (D _ J v _ J v Yy, y } l �f 1 2 3 --I _--_----- 4 � 5 6 7 L 8 � 9 10 11 I+ 12 13 I 14 Y 12"1, 0 EXHAUST DUCT UP TO EF -1 ON ROOF WU I 1 ;III 1 L ----J / r-1 I t rYT]177//T ME'�RO -- Y///II/////•f/ I'�i I LEGEND E Y. � Yii 1 E _-- TABLE I - -- _ _ -�--i - -- li �/ -' 1 IffJ 1 I I. I I �i;l; �� c� ;I� I; la.�.a` - - ----- - III I I I I I I I` i � (- Il.l_L.LJ_K1J 11 __ yF-t'-` I �Ir- _ __ __ ____, 1 f , 1, 1, 1, 1, 1, 1, , -, ­_­ I[7)' Q' D v ✓,/{ ----- _ °I FE 3x801SUPIFFUSER LJ,,I7xR-'-__'-_M}aI__________________u \ Hand' -41 �---------- a - RAGE PLY D ICED Ics�50CFM-- - ---------- --------- ,------------- 111114111111 .�. 1�411\��I��t1 .. 1�1���\I����1 I 1 BEVERAGE CENTER SUNDAE CENTER Sink BREWING IIIIIIIIIIIIIIIIIIIUIIIII � 1 �; , ; ESPRESSO Co 10 0—_C1� t; ; RETURN AIR GRILLE 25QGFty� 1/ 11 320CFM 110 0"O -CD 10"0- CD 10 �-CD 10 0"O -CD 320CFM 320CFM F 320CFM '-6"320CFM , I 11 FF UST L 518 COFF TATI 47F �EXHAAIR GRILE 6X1210X12��X110X12w-------------��0RIGID DUCORDTDEPTI- I l ------- ----------- K I X12 I -------- -------- — (WIDTH/DEPTH) / \1 1 ,� ; w -------- \ / / ' --_____________---___-_--_-----____-, 20X12 I r_•, l �OS 1 I I ; - - -----------------I 11 �PO� 1 6.a... - __-_r_____-._JIB_________-_- ____ __----------- ; �._., I I •amu ; , L._-1;� _- _ _ O , '--------- 1`' II L-_-_� I I I tl II II 1 I, ;I F�1 � I I I I I I I f�� Q1 IIS -11 if ------------ iT____-_---__ _-1111( ___'__-_.i, ------------ -111,_,.-�-CJI I[==�i--F\-iL LJ � h.n I 11 11 ; ; I X Jn( I I l 7'x�-/' W ( ... � ---I I -_11, -I ;----;----nl I , 11" ELBOW WITH TURNING V ----------- J 1------------ J III L ----J `------------ Jit 1 I 1 LJ LJ 11 A 4J LJ I 1 i i 1 ' l i i' ---------- 1 K�; ---------------------------- --------- _____________________••_--_.. l-_••_____-_S__•J L G- 1 I I - -sr=_---------JI 1L'____ I - -------'---------------- -----T--'-,----------------, IT— COOLER 1 ; 1, /I � AL W W T VANES �\ ,,� ;2X22 RG C�t�TRAC1� MANUAL SPLITTER DAMPS _ L ---------- - -----------'--J 2�('1 Xm 2 I i ; ;L � I` ;1;32bCF;M R RTU -2 ! 101 D ,CD' --------------- j ,, ; K. _I ---� I I 1 : ''• t , I • i 1 ' 10"O -CD 10"O -CD 10"�s-CD ='25�0C '�,M FLEXIBLE DUCT WITH SPIN -IN FITTING / 22X22 -RG UC, 250CFM 250CFM 250CFM AND MANUAL VOLUME DAMPER 1320CFM \ d � 8X6 UP, - Nil -------- hili EF -2 01� OOF ,----- - 1 X_12 1 I T ' MANUAL VOLUME DAMPER III -`----`-------1 I I I; I --------- - --- l l 22X1 2 11 I l )J ,, 1 0-- O_.-__-�__T 10 us -CD 11 I t t /I[�L�-FU ---------- ---------------- --------- ' 250(,; VII I � (/I-�� BE ' \I \ I \ 11 ;; RTU 3 I ------- --------- �--; I ; � 1 '� -RG I v, 11 ; r 'r;;'I DUCT ����V�D SMOKE DETECTOR Itltl � i � 1 .REF I � I 22X22 20X12 UC ' .11111 ,l ,, 1320CFM J l '_ "-- 1 \\ ; I 1 I ; ✓ / 1 Al dd� /yp . -------- IV ------------------------ -- -- THERMOSTAT 10X12 16X� 20X12 22,/\1-2 � 1 u I I i T TOOIV ----' !- 7x14 WALK -------------- i I 6 6- G It ----- ---- CD CONDENSATE DRAIN E I I I `----_---,�--'--- - - FREEZER Iljl - - "It O -CD 60C�M------ 10X1 — LIN II,I ; 10 u l t 1 250CFM 1 ------ it II , � - - -- - \••� � I W I t 1 ----------: ; , ; , o o � '\,--------------- I - t ; DOOR UNDERCUT --------- lit 11 IFI I 400 . U C IIU V I 1 It 1 IIII I I I AUU 400 4UU IfII(/4'0�0 11 ; FUTURE 6X� bk 00 GO 0 FM,' VOLUME DAMPER 1 I �------- 10"o—CD `_____-______••---- 10"O—CD ' /-- 1 Y ___`, / IN1---�-, t t t t t t I s t I FULL SIZE� ON ©RAIN TO 1I�,------- -It,_-�------- lug I I c I � 40L 1 4UI 40, 401 3a1 t 250CFM 250CFM .RES +II ly°° tl I I I I ,IJP' 1 _ 11 I1, �, IIII ! t t ROOF S TRO .-{,fR/-AIN SYSTEM, TYI�I. 4;'�— 1 D � 1 11 ; ; If' ; 11 11 ! I I 1 1 I -_--__- TRASH ' ' ' 1y CD 10"� C III AIR DISTRIBUTION DEVICE. ����� � -------- � 50�CFMIj 11 ------------------ i 250CFM M ,' NECK SIZE --= 10 0- CD CLO. DIFFUSER IIII I i --------i � 25UGF 1 I alJu� aoo � aou � too aoa r , , � 1 I ; ____� ' ' I AIR QUANTITY 300CFM U C - - - --------- -- W.M. �------------------------_-_ { —� I 1 1 I ELEC. I '�, I S I 1 � U 11 1 l 1 l 1 I I I JI L_ L_ 1 /1 / ----------------------------------- _____ / /. ,�_--_ I / % % % i 7� i i /'i i /'i i i i i i i i i i i i i i i i - Irl<<accccc4� II NOTE: BARRIER FREE TABLE + II , 11 i TO BE CORE DRILLED4-1 II %' MECHANCIAL FPLAN II OWNER PROVIDED CURB65 0 AND INSTALLED BY CONTRACTOR SCALE:1 /417=1 11--011 FOR. COOLER/FREZZER CONDENSER COORDINATE WITH EQUIPMENT .MECHANICAL NOTES:02 1. ALL MECHANICAL WORKS AND AND INSTALLATIONS SHALL COMPLY 13, ALL DUCT SIZES SHOWN AS INSIDE DIMENSION, IN CASE OF CONFLICT 27, CONDENSATE DRAIN, LINES SHALL BE TYPE L COPPER TUBING, WITH FLORIDA MECHANICAL CODE, 2001 EDITION. WITH STRUCTURAL MEMBER, DUCT CROSS-SECTIONAL AREA SHOULD ASTM B88, HARD TEMPER WITH SOLDERED JOINTS OR SCHEDULE 40 2• THESE DRAWINGS ARE DIAGRAMMATIC AND ARE PROVIDED TO CONVEY THE BE KEPT THE SAME. PVC PIPING WITH SOLVENT WELD JOINTS, PROVIDE A CONDENSATE. �•�- TRAP AT THE AIR HANDLING UNIT. THE TRAP SHALL BE INTENT OF THE DESIGN. CONTRACTOR IS REQUIRED TO FIELD VERIFY 14, COORDINATE T -STAT LOCATIONS WITH OWNER. THE EXISTING CONDITIONS AND SHALL CONSULT WITH .THE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURERS ARCHITECT/ENGINEER OR HIS REPRESENTATIVE CONCERNING FIELD 15, ALL DUCTWORK MATERIALS AND INSTALLATION SHALL CONFORM TO REQUIREMENTS. PROVIDE CAPPED TEES ON THE ENTERING AND CONDITIONS THAT PRECLUDE THE CONSTRUCTION OF THESE PLANS. LEAVING SIDE OF THE TRAP FOR CLEANOUTS AND PROVIDE APPLICABLE STATE, COUNTY AND LOCAL CODES, DUCT MATERIAL SHALL BE ADDITIONAL CLEANOUTS AT EVERY CHANGE OF DIRECTION AND EVERY ,MODIFICATIONS DUE TO FIELD CONDITIONS SHALL BE .MADE ONLY ALL NEW AND IN GOOD CONDITION. 30 FEET OF PIPING 'LENGTH. CONDENSATE DRAINS SHALL BE -AFTER THE ARCHITECT/ENGINEER OR HIS REPRESENTATIVE HAS GIVEN HIS APPROVAL. 16. AIR CONDITIONING UNIT SIZES AND CAPACITIES SHALL BE AS SCHEDULED. INSULATED. 3• COORDINATE DIFFUSER AND GRILLE LOCATIONS WITH OTHER TRADES. 17• UNITS SHALL HAVE NON-FERROUS COILS AND FINS. UNITS SHALL BE 28. DISPOSE OF AIR CONDITIONING CONDENSATE, AS NOTED ON THE PLANS, EQUIPPED WITH ELECTRIC RESISTANCE HEATING, HERMETIC COMPRESSORS. FIELD ROUTE DRAIN LINES IN A MANNER AS REQUIRED BY LOCAL CODE w 4• ALL NEW DUCTWORK. SHALL BE FOIL FACED FIBERGLASS BOARD AND REQUIREMENTS AND IN A MANNER MEETING THE APPROVAL OF THE SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA 18, PROVIDE FIRESTATS AND/OR DUCT SMOKE DETECTORS AS REQUIRED BY AUTHORITY HAVING JURISDICTION. STANDARDS ALL DUCTWORK, SUPPORTS, AND FABRICATION SHALL CODES. ALL HVAC SYSTEMS SHALL BE BALANCED TO THE AIR QUANTITIES SHOWN CONFORM TO SMACNA STANDARDS. WORK SHALL BE 1" PRESSURE CLASS UNLESS NOTED OTHERWISE. 19. PROVIDE SINGLE POINT CONNECTION FOR ELEC. HEATER AND AHU'S UNITS. AGAINST THE. ACTUAL STATIC PRESSURE REQUIRMENTS OF THE INSTALLED SYSTEMS. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH DUCTWORK SHALL BE INSTALLED AIR TIGHT AND NOISELESS. ALL „ INDIVIDUAL AIR OUTLET AND INLET.' DUCT SUPPORTS SHALL BE SO CONSTRUCTED TO TRANSMIT NO 20• PROVIDE 1 - 30� EFFICIENCY THROWAWAY FILTERS, FARR 30/30 OR VIBRATIONS TO THE BUILDING STRUCTURE. SIZES INDICATED :ARE EQUAL. 29• DO NOT SCALE THESE DRAWINGS. INSIDE CLEAR DIMENSIONS. DUCTWORK ROUTING SHOWN IS 21. ALL FIBERGLASS DUCT AND DUCT WRAP SHALL BE SEALED WITH GLASS o DIAGRAMMATIC: ROUTE DUCTWORK AT RIGHT ANGLE. TO BUILDING 30. SMOKE DETECTORS SD SHALL BE INSTALLED IN THE SUPPLY AIR DUCT WALLS WITH SMOOTH TRANSITIONS: FAB AND MASTIC. OF ALL AHU'S TO PROVIDE SHUTDOWN IN CASE OF SMOKE/EXCESSIVE HEAT. 5. ALL. EQUIPMENT INSTALLED OUTSIDE SHALL COMPLY WITH WIND RESISTANCE 22. PROVIDE ALL REQUIRED STARTERS AND LOCAL DISCONNECT AS PART OF THESE DEVICES SHALL BE FURNISHED TO THE MECHANICAL CONTRACTOR FOR REQUIREMENTS AND WIND LOADS OF FLORIDA .BUILDING CODES 2001. PACKAGED EQUIPMENT. INSTALLATION. SMOKE DETECTORS SHALL BE SUPPLIED, AND WIRED BY OTHERS. ALL NEW DUCTWORK TO BE CONSTRUCTED AND INSTALLED IN ACCOR- 23. THIS CONTRACTOR SHALL COORDINATE CLEARANCE AROUND UNIT AND EXACT 31. PROVIDE ALL ELECTRICAL WORK REQUIRED -l0 PLACE THE NEW 6• DIMENSIONS OF WALL OPENINGS WITH ARCHITECTURAL AND STRUCTURAL MECHANICAL .SYSTEM IN OPERATION.. ALL WORK SHALL BE IN DANCE WITH ASHRAE GUIDE AND SMACNA STANDARDS AND FL., CODES, ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODE PLAN PRIOR TO CONSTRUCTION AND WITH GENERAL CONTRACTOR DURING 7. COORDINATE ALL MECHANICAL WORK, INCLUDING EQUIPMENT, DUCTWORK CONSTRUCTION. REQUIREMENTS, ELECTRICAL REQUIREMENTS INCLUDE MECHANICALLY OR PIPING, WITH ARCHITECT AND OTHER TRADES PRIOR TO WORK. RELATED CONTROL WIRING. v 24. CONTRACTOR TEST AND BALANCE AIR DISTRIBUTION CFM AS LISTED. 8• ALL INSULATION, MATERIAL, COVERINGS, ADHESIVES, VAPOR BARRIERS 32, ALL EQUIPMENT INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S NOT TO EXCEED 25 AND SMOKE DEVELOPMENT .NOT TO EXCEED 50• 25. ALL FLOOR, WALL AND ROOF OPENING SHALL BE SEALED SPECIFICATIONS` AND CLEARANCE REQUIREMENTS FBCM CH.3, CH,6. WITH 3M FIRE SAFE .MATERIAL OR EQUAL, 9, ALL DUCTWORK SHALL BE INSTALLED PER THE LATEST SMACNA MANUAL 33. ALL EXHAUST AND OUTSIDE AIR DUCT TO BE SHEET METAL MATERIAL. .AND TAPES SHALL CONFORM TO NFPA 90A, FLAMESPREAD CLASSIFICATION 26• CONTRACTOR SHALL NOT CUT STRUCTURAL WORK IN A MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/ 34. ALL EQUIPMENT INSTALLED OUTSIDE. SHALL COMPLY WITH WIND RESISTANCE 10. ALL EQUIPMENT INSTALLATION SHALL COMPLY -WITH THE MANUFACTURER'S REQUIREMENTS AND WIND LOADS OF FLORIDA BUILDING CODES 2001. SPECIFICATIONS AND CLEARANCE REQUIREMENTS. DELETION RATION. NOTIFY ARCHITECT OF ALL STRUCTURAL CUTS CH.3 AND 16. -11• .CONTRACTOR .SHALL VISIT THE PROJECT SITE PRIOR TO THE BIDDING. PRIOR TO EXECUTION TO OBTAIN APPROVAL. m , 12. COORDINATE DUCTWORK ROUTING WITH STRUCTURAL MEMBER AND OTHER EQUIPMENT IN PRIOR TO FABRICATION. ENGI—TECH CONSULTING INC. HpSSEIN DAYI, PE FL. PE # 53461 � P.D. BHX 196967 i WINTER SPRINGS - FL. 32719 PH. 407-695-5837 1 2 3 � 4� I 5 6 �J C� W I O Q aa1 rr- o o w o\ � � w N o = w z 0 Li w � o V)o U Q w Q 0 z � o � CL U W V) ry Li 01 W LL z � O G-) Z O� z¢ Q W Q Z J W � CV � 0 0 z 7 8 I 9 �) 10 11 12 13 14 �J C� W I O Q aa1 rr- o o w o\ � � w N o = w z 0 Li w � o V)o U Q w Q 0 z � o � CL U W V) ry Li 01 W LL z � O G-) Z O� z¢ Q W Q Z J W � CV � 0 0 z Z O� z¢ Q W Q Z J W � CV � 1 2 3 4 5 6 7 I 8 =E mei =m =o mU-1: I mo mff■ml mo ROOF TOP A/C UNIT SCHEDULE MARK RTU -1 RTU -2 RTU -3 1600CFM TOTAL COOLING CAP, MBH 50,5 50,5 50,5 RTU -2 SENSIBLE COOLING MBH 35.6 35.6 35.6 ROOF SUPPLY AIR CFM 1600 1600 1600 500 OUTSIDE AIR CFM 280 280 280 0.20 E. S. P. IN W. C. 0,5 0,5 0.5 NOTES: EVAPORATOR FAN MOTOR BHP 0,75 0.75 0,75 1150 ELECT. HEATING KW 6.5 6.5 6.5 (4) COORDINATE THROW PATTERN. WITH FLOOR PLANS. ELECTRIC HEAT STAGE 1 1 1 125WATTS ENTERING AIR DB WB F 80/67 80/67 80/67 -670CFM LEAVING AIR DB F 55 55 55 DIRECT NUMBER OF COMPRESSORS 1 1 1 120/1/60 VOLT PHASE 208/3 208/3 208/3 UNIT MCA 33.1 33.1 33,1 U) COMPRESSOR RLA. EA 15.4 15,4 15.4 HOOD CONDENSER FAN FLA 1.4 1.4 1.4 MANUFACTURER CARRIER CARRIER CARRIER MODEL NUMBER 50TJO05 50TJO05 50TJO05 MINIMUM SYSTEM SEER EER 9.7 9.7 9.7 1,2,3,4„5 OPERATING WEIGHT LBS. 500 500 500 3. PROVIDE PRE -FABRICATED FACTORY ROOF CURB. NOTE: 1, PROVIDE DUCT SOMKE DETECTOR PER APPLICABLE CODES. 2. PROVIDE 1" THROWAWAY AIR FILTER, 3, PROVIDE 24 V CONTROL FOR A PROGRAMMABLE 24, 7 -DAY TIME CLOCK T'STAT. 4. PROVIDE FACTORY SUPPLIED ROOF CURB. 5. PROVIDE DISCONNECT AND 115/1/60 CONV. OUTLET. 6, PROVIDE DUCT TRANSITIOS FROM UNIT SUPPLY/RETURN TO SIZES SHOWN, VENTILATION NOTE: 20 CFM/PERSON PER FMC TABLE 403.3 FOR TOTAL OF 10 PERSONS, SEE A/C SCH. AIR BALANCE SCHEDULES= ITEM SUPPLY AIR RETURN AIR OUTSIDE AIR EXHAUST AIR DIFF. AIR FOR BLDG. PREES, RTU -1 1600CFM 1320CFM 280CFM G-070 l T RTU -2 1600CFM 1320CFM 280CFM TYPE ROOF RTU -3 1600CFM 1320CFM 280CFM 500 170 EF -1 0 S. P. 0.20 500CFM N EF -2 NOTES: 170CFM ¢ RPM 1150 1200 (3) COORDINATE FINISH WITH OWNER. a (4) COORDINATE THROW PATTERN. WITH FLOOR PLANS. (5) PROVIDE COMPLETE WITH INSULATED SUPPLY AIR BOOT FOR MOTOR H.P.(WATTS) 125WATTS TOTAL 4800CFM 3960CFM +840CFM -670CFM +170CFM FULL SIZE COND. DRAIN(S), SLOPE TO ROOF DRAIN PIPING, FIELD VERIFY ROOFTOP HVAC UNIT a EXHAUST FAN SCHEDULE MARK EF -1 EF -2 MFG, MANUFACTURER GREENHECK GREENHECK CEILING MOUNTED MODEL NO, G-121 G-070 l T SERVICE HOOD RESTROOM TMS -AA TYPE ROOF ROOF RIGID DUCT 50F CFM 500 170 UQ 0 S. P. 0.20 0.20 N IL � NOTES: ¢ RPM 1150 1200 (3) COORDINATE FINISH WITH OWNER. a (4) COORDINATE THROW PATTERN. WITH FLOOR PLANS. (5) PROVIDE COMPLETE WITH INSULATED SUPPLY AIR BOOT FOR MOTOR H.P.(WATTS) 125WATTS 50WATTS DRIVE TYPE DIRECT DIRECT < V/PH/60 120/1/60 120/1/60 1- IL U) a CONTROL HOOD LIGHT 0 W w J w w REMARKS 1,2,3,4„5 1,2,3,4„5 Q REMARKS: 1. PROVIDE GRAVITY BACKDRAFT DAMPER. 2. DIRECT DRIVE FAN SHALL BE PROVIDED WITH INTEGRAL SPEED CONTROL, 3. PROVIDE PRE -FABRICATED FACTORY ROOF CURB. 4. EXHAUST FAN TO BE LOCATED MIN. 10'-0” FROM FRESH AIR INTAKE, DIFFUSER/GRI LLE SCHEDULE SPIN -IN FITTING STEEL STRAP TYPE MFG, OF FLEX DUCT IS CODE MAXIMUM MODEL NOTES CEILING MOUNTED 0 H REQUIRED IN HORIZONTAL l T SQUARE SUPPLY AIR DIFFUSER TITUS 1-1/2" MANVILLE MICROLITE TMS -AA (1)(2)(3)(4)(5) CEILING MOUNTED TITUS RIGID DUCT 50F (1)(2)(3) RETURN AIR EGG CRATE U) UQ w I- Q Ill N IL � NOTES: (1) PROVIDE 24X24 FULLY LOUVERED FACE LAYIN MODULE WHERE LOCATED, (2) COORDINATE BORDER TYPES WITH ARCHITECTURAL FLOOR PLAN AND CEILING. (3) COORDINATE FINISH WITH OWNER. (4) COORDINATE THROW PATTERN. WITH FLOOR PLANS. (5) PROVIDE COMPLETE WITH INSULATED SUPPLY AIR BOOT FOR SUPPLY DUCT CONNECTION. unnn IniGY1RAAATl0Kl 9 I 10 11 12 13 1FPA 96 SECTION VIEW - MODEL 4824 -VPI 4 PLAN VIEW 5' 7" LONG 4824VHI CAPTIVE-AIRE HOODS/ AQUA-MATIC HAS OPTIONAL CLEARANCE REDUCTION SYSTEMS AVAILABLE AS FOLLOWS: MATERIAL CLEARANCE REDUCTION SYSTEM NON-COMBUSTIBLE NONE REQUIRED LIMITED -COMBUSTIBLE 3" UNINSULATED STANDOFF COMBUSTIBLE > 3" INSULATED STANDOFF TABLE l MAX. EXHAUST PLENUM HOOD FILTER(S) LIGHT(S) UTILITY CABINETS) FIRE HOOD MODEL LENGTH COOKING TOTAL RISERS CONSTRUCTION WIRE FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM HOOD NO, TEMP. EXH, CFM WIDTH LENGTH CFM S.P. TYPE QTY. HEIGHT LENGTH QTY. TYPE GUARD LOCATION TYPE SIZE MODEL # QUANTITY LOCATION PIPING WEIGHT RE: ROOF 4824 5' - 0" 300 9" 9" 558-0188" 304 SS 1 12" 12" . CURB DETAIL 1 VH1 DEG. 500 100% ALUMINUM MESH 0 NONE NO NONE - - NO 113 . LBS. THIS SHEET TRUSS -- ` SUPPLY RETURN DD `� AIR DUCT AIR DUCT ` CEILING CANVAS CONNECTION (TYPICAL) -DUCT DETECTOR IN SUPPLY/RETURN ROOFTOP PACKAGE UNIT DETAIL NTS ROOF TOP NOTES: - PROVIDE AUTOMATIC CONTROL (FIRESTAT/DCUT DETECTOR ) IN RETURN AIR PRIOR TO MIXING WITH FRESH AIR MAKEUP, TO AUTOMATICALLY SHUT DOWN THE UNIT WHEN HEAT IS EXCESSIVE OR EXCEEDS 136 F DEGREE. INSTALL AND SECURE ROOFTOP A/C UNIT PER MFG'S. RECOMMENDATIONS. - PROVIDE ROOF CURB TO MATCH THE ROOF SLOPE. - COORDINATE THE ROOF OPENING AND FRAMING FOR NEW RTU'S WITH THE STRUCTURAL ENGINEER AND PROVIDE FRAMING. - PROVIDE CODE -REQUIRED ELECTRICAL RECEPTACLES AND DISCONNECTS, ROOF TOP UNIT (RTU)= BOLT THRU UNIT FRAME CHANNEL (OR WELD BRACKET TO FRAME AND BOLT THRU BRACKET) 1/4" LAG BOLT ON 18" CENTERS ALL AROUND CANT STRIP WHERE PROVIDE SHIMS AND REQUIRED WASHERS ROOF DECK AND INSULATION WOOD NAILER FACTORY SECURED TO CURB. METAL, INSULATED ROOF CURB BY A/C UNIT MFR. 14" MIN. SIMPSON CS18 x REQD w/ 2 EA #10 TEKS EA END MINIMUM 2 CS18 TIES PER SIDE OF CURB, STRUCTURAL FRAME ALL AROUND ANGLE FRAME OR AS INDICATED, SEE STRUCTURAL DRAWINGS. ROOF TOP UNIT INSTALLATION NTS BAR JOIST WRAP AROUND STRUCTURE. SHEET METAL SCREW. -• 2" STEEL STRAP TYPICAL DUCT SUPPORT NTS BOOT TAP FITTING OR MIN 1 1/2" WIDE ENGI-TECH SPIN -IN FITTING STEEL STRAP MAXIMUM ALLOWABLE LENGTH W/AIR SCOOP AND HANGER (TYP.) OF FLEX DUCT IS CODE MAXIMUM 3" 24” HOOD #1 9" - Am 9" VOLUME DAMPER 0 H REQUIRED IN HORIZONTAL l T 30.0" 30.0" W_n" PLAN VIEW 5' 7" LONG 4824VHI CAPTIVE-AIRE HOODS/ AQUA-MATIC HAS OPTIONAL CLEARANCE REDUCTION SYSTEMS AVAILABLE AS FOLLOWS: MATERIAL CLEARANCE REDUCTION SYSTEM NON-COMBUSTIBLE NONE REQUIRED LIMITED -COMBUSTIBLE 3" UNINSULATED STANDOFF COMBUSTIBLE > 3" INSULATED STANDOFF TABLE l MAX. EXHAUST PLENUM HOOD FILTER(S) LIGHT(S) UTILITY CABINETS) FIRE HOOD MODEL LENGTH COOKING TOTAL RISERS CONSTRUCTION WIRE FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM HOOD NO, TEMP. EXH, CFM WIDTH LENGTH CFM S.P. TYPE QTY. HEIGHT LENGTH QTY. TYPE GUARD LOCATION TYPE SIZE MODEL # QUANTITY LOCATION PIPING WEIGHT RE: ROOF 4824 5' - 0" 300 9" 9" 558-0188" 304 SS 1 12" 12" . CURB DETAIL 1 VH1 DEG. 500 100% ALUMINUM MESH 0 NONE NO NONE - - NO 113 . LBS. THIS SHEET TRUSS -- ` SUPPLY RETURN DD `� AIR DUCT AIR DUCT ` CEILING CANVAS CONNECTION (TYPICAL) -DUCT DETECTOR IN SUPPLY/RETURN ROOFTOP PACKAGE UNIT DETAIL NTS ROOF TOP NOTES: - PROVIDE AUTOMATIC CONTROL (FIRESTAT/DCUT DETECTOR ) IN RETURN AIR PRIOR TO MIXING WITH FRESH AIR MAKEUP, TO AUTOMATICALLY SHUT DOWN THE UNIT WHEN HEAT IS EXCESSIVE OR EXCEEDS 136 F DEGREE. INSTALL AND SECURE ROOFTOP A/C UNIT PER MFG'S. RECOMMENDATIONS. - PROVIDE ROOF CURB TO MATCH THE ROOF SLOPE. - COORDINATE THE ROOF OPENING AND FRAMING FOR NEW RTU'S WITH THE STRUCTURAL ENGINEER AND PROVIDE FRAMING. - PROVIDE CODE -REQUIRED ELECTRICAL RECEPTACLES AND DISCONNECTS, ROOF TOP UNIT (RTU)= BOLT THRU UNIT FRAME CHANNEL (OR WELD BRACKET TO FRAME AND BOLT THRU BRACKET) 1/4" LAG BOLT ON 18" CENTERS ALL AROUND CANT STRIP WHERE PROVIDE SHIMS AND REQUIRED WASHERS ROOF DECK AND INSULATION WOOD NAILER FACTORY SECURED TO CURB. METAL, INSULATED ROOF CURB BY A/C UNIT MFR. 14" MIN. SIMPSON CS18 x REQD w/ 2 EA #10 TEKS EA END MINIMUM 2 CS18 TIES PER SIDE OF CURB, STRUCTURAL FRAME ALL AROUND ANGLE FRAME OR AS INDICATED, SEE STRUCTURAL DRAWINGS. ROOF TOP UNIT INSTALLATION NTS BAR JOIST WRAP AROUND STRUCTURE. SHEET METAL SCREW. -• 2" STEEL STRAP TYPICAL DUCT SUPPORT NTS BOOT TAP FITTING OR MIN 1 1/2" WIDE ENGI-TECH SPIN -IN FITTING STEEL STRAP MAXIMUM ALLOWABLE LENGTH W/AIR SCOOP AND HANGER (TYP.) OF FLEX DUCT IS CODE MAXIMUM BALANCING/ PROVIDE ROUND RIGID VOLUME DAMPER SHEETMETAL DUCT AS H REQUIRED IN HORIZONTAL l T RUN -OUTS. INSULATE WITH IL Q 1-1/2" MANVILLE MICROLITE 13 INSULATION U CEILING RIGID DUCT ll1 Q DIFFUSER DETAIL NTS 3 4 5 I 6 7 I 8 9 E 10 11 12 gig CrJ I 0 00 ij o cq o 4-j CIO o 4 co c! iW m OR O ENGI-TECH U CONSULTING INC. Ow H❑SSEIN DAYI, PE Q FL. PE # 53461 P.H. BOX 196967 H WINTER SPRINGS l T FL, 32719 IL Q PH. 407-695-5837 13 I 14 gig CrJ I 0 00 ij o cq o 4-j CIO o 4 co c! iW m OR O o O U 0 Ow CV � Q _jO LL �Z U® H l T 0 IL Q o V U zQ ll1 Q co = Z U) UQ w I- Q Ill N IL � 0 V) Z_ O C) — 1- IL U) O W w Q O Z c cL ,F Ow Z LL _jO LL �Z U® LL O zQ ll1 Q co = Z U) UQ J Ill N IL � M-2 3 i 1 7 3 4 5 7 7 -- 8 z 10 11 12 3 o 1 7 3 4 5 6 7 -- 8 z 10 11 12 13 14 f�C o 1 2 3 4 5 6 7 -- 8 9 10 11 12 13 14 I~ V) MUNRCDE I 00 Q ENGINEERING Q CENTER "D1" LIGHTS ON BASKIN _ _ C12 P.CI, BOX 22371 MENU BOARDS (TYP.) LAKE BUENA vlsra FL. 32830 E407-443-1853 `------........ -- w NOTE: ALIGN TRACK FOR D-1 0- - - C15 be c> LIGHTS W/ CLNG. GRID (TYP. z W WS WSC SC S( C24 Q --� 1 -PO 1-F i W-EUB EXHAUST HOOD B C7 C34 Al -P 0 L1.1 ❑ - - C25 Al Al Al C � � C v 4-44- A 1 -PC 1-P 0 C3 x/<1 o�z Y W-EUB C20 Dl D1 C5 �-- ^-�, _ ----------I---� ABOVE � A3 0 A3- A - —7^I A3= �d A3 -P A3= A3- 0 I - - V I C6C7C8 �' I LIGHTS FOR I Al� I A WALK-IN SUPPLIED BY OWNER & WSC C4 C26 _ INSTALLED BY C.C. 34 C NTER "Dl" LIGHTS B TWEEN \ / �� I Cl C3 , CC5 C19 J (TYP,) DUNKIN MENU BOARDS (TYP.) \ // w ---i ` X Cl ❑ U) A -F \\ Al- A1- Al -P Al � Al - F ❑ C34 W-EUB NOTE: CEILING LEGEND Z PROVID TRACK FOR A PENDAN IGHTS TYP.)C28 _ Al C5 C10 AI -P C34 2x4 LAY -1N LIGHT FIXTURE W/ X EXIT SIGN \ Al -P Al- P 1-P W-EUB Al ACRYLIC LENS (TYP.) CAl-p 2x4 LAY -IN LIGHT FIXTURE W/ 8 ® PARABOLIC LENS (TYP.) EMERGENCY BATTERY LIGHTS _ O C34 — z C5 _ At -P Al P c a ¢ C34 1x4 LAY -IN LIGHT FIXTURE W/ C5 5 C3 Al-F� , o U ° Al CS C2 ®A3 -P PARABOLIC LENS (TYP.) u Rc Vis' X / WSC / G17 I [-"'!I __ 1-':,!M C""!�,ill 3 B RECESSED CAN LIGHT NOTE:cl4 5 PENDANT LIGHT FIXTURE. CENTER PENDANT W'C WS SC WSJ WSC Wsc C22 C LIGHTS WITHIN C GLAZING, TYP. EXTERIOR AREA LIGHT AT 0 WSC EXTERIOR LIGHT I—' NOTE: PENDANT NOTE: PROVIDE ACCESS PANEL STORAGE ROOM LIGHTS TO BE ABOVE DROP CEILING Al DOOR SPEAKER MOUNTED 7'-6, VESTIBULE WALL FOR LIGHT A.F.F. FIXTURE @ AWNING EL — C7 C/) 1 LIGHTING PLAN SHEET NOTES LIGHTING SCHEDULE „ „ 1/4 =1 -0 �, „ NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11 X 17 ALL WORK SHALL BE IN ACCORDANCE WITH THE (NEC) NATIONAL ELECTRICAL LOCAL & STATE CODES. COTRACTOR SHALL SECURE ALL PERMITS. Al 2X4 REC. FLUOR. W/ACRYLIC LENSE & WM T8 MET 2GR8-332A-120-ADV-EEX A1P 2X4 REC. PARABOLIC W/MATT MIZER T8 MET 2EP3GX332S361-120-ADV-EEX V) Lr ELECTRICAL DRAWINGS ARE CONSIDERED DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT ONLY, REFER TO ARCHITECTURAL DRAWINGS Al PO 2X4 REC. PARABOLIC W/OVERLAY. & T8WM MET 2EP3GX332S361-120-ADV-EEX-OAO a FOR DIMENSIONS AND EXACT LOCATION. A1F FLANGE KIT ONLY FOR 2X4 TROFFER MET FCS24WU W ROOFTOP MECHANICAL UNITS: PROVIDE NEMA NDISCONNECT, GFI W.P. OUTLET AND EXTERIOR GRADE LIGHT FIXTURE WITH PRISMATIC LEXAN GLOBE AND CAST GUARD MOUNTED ON 1" CONDUIT PIPE STANCHION STRAPPED TO CONTRACTOR SHALL NOTIFY THE ARCH. & ENGINEER POOR TO PROCEEDING OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS, A3PO 1 X 4 PARABOLIC W/OVERLAY & T8WM MET EP3GX232S181-120-ADV-EEX-OAO A317 FLANGE KIT ONLY FOR 1X4 TROFFER MET FCS14WU B 32W ELECTRONIC FLUOR. DOWNLIGHT HALO H880E-870C ROOF TOP MECHANICAL UNIT. FIXTURE TO BE MOUNTED AT 5'-0" ABOVE UNIT. PROVIDE SWITCH FOR LICHT AT ACCESS To ROOF OR WHERE DIRECTED BY OWNER / ARCHITECT. CA CRCUITABE OW BE CONNECTED To THE cLosEsr RECEPr CIRCUITCOMBO CONDUCTORS: COPPER, AWG #12 AND LARGER CLASS "B" STRANDED THHN OR THWN 600 VOLT, MINIMUM SIZE #12. ALL CONDUCTORS #6 AND LARGER SHALL BE IDENTIFIED. ALL SINGLE-PHASE BRANCH CIRCUITS, 120 VOLT LIGHTING, RECEPTACLES, & MOTORS SHALL CONSIST OF PHASE, NEUTRAL & GROUND C5 12" FROSTED HANGING GLASS PENDANT TTF DD140BK COMBO T I LED EXIT / (2)HEAD EBU SUR LPX70RWHDH D1 FLUOR. TRACK HEAD W/SAFETY LENS HALO L3240EP/MSP5234 CONDUCTOR. FURNISH AND INSTALL COMPLETE GROUNDING SYSTEM, GROUND CONDUCTOR, GROUND ELECTRODES, GROUND BUS & GROUND ROD TO EFFECTIVELY PROVIDE SERVICE GROUND. GROUND ALL PANELS, WIREWAYS, CONDUITS, LIGHT FIXTURES, RECEPTACLES IN E INCAND. DOWNLIGHT W/WHITE TRIM HALO H7T/31OW 0 0 ACCORDANCE WITH THE N.E.C. GROUND CONDUCTORS SHALL BE INSTALLED IN ALL FEEDERS AND BRANCH CIRCUIT CONDUITS. G 175W MH WALL PACK HALO PM17 J 175W MH SOFFIT LIGHT -LAMP INCLUDED SLC 852V I ALL CONDUITS SHALL BE A MINIMUN OF 1/2" DIAMETER UNLESS OTHERWISE NOTEp, ALL HOMERUN CONDUITS SHALL BE A MINIMUN OF TRACK -2' 2' TRACK SINGLE CIRCUIT HAL L650P 3/4" DIAMETER UNLESS OTHERWISE NOTED. ALL EXTERIOR RECEPTACLES, JUNCTION BOXES, AND EQUIPMENT SHALL BE WEATHERPROOF, FURNISH AND INSTALL COMPLETE LIGHTING SYSTEM, FIXTURES, LAMPS, ACCESSORIES AND SUPPORT AS SPECIFIED AND SHOWN, CEILING TRACK -4' 4' TRACK SINGLE, CIRCUIT HAL L651P TRACK -8' 8' TRACK SINGLE CIRCUIT HAL L652P f\/1 v\1 � \ J --------- -------r- , �\ ��i i i % j�I ,� 12 GRID LAYOUTS ON PLANS ARE FOR CONVENIENCE ONLY, THE CONTRACTOR SHALL COORDINATE THE LIGHT FIXTURE LAYOUT WITH ARCHITECT, GENERAL CONTRACTOR, MECHANICAL CONTRACTOR & OWNER, LIGHTING AND RECEPTACLES CIRCUITS OVER 100 FEET FROM PANEL TO LAST OUTLET OR LIGHT SHALL HAVE ALL CONDUCTORS, INCLUDING GROUND, WIRE ONE SIZE LARGER THAN REQUIRED FOR AMPACITY, CIRCUIT NUMBERS ARE FOR IDENTIFICATION ONLY, TRK- ACCESS LIVE END FEED- STARTER HAL L901 P TRK- ACCESS OUTLET BOX COVER HAL L900P AccEss MINI TRACK CONNECTOR HAL L908P ACCESs T -BAR CLIP HAL L983N U I^ �E-11 RTU -2 i — - Ix -1 III \ L �1 RTU -1 �l " I J-=-_:. --- RTU -3 _ \ 0I O ( l Fl THE CONTRACTOR WILL BE RESPONSIBLE FOR CORRECTLY PHASING THE CIRCUITS, IN THE PANELS. HOMERUNS OF SIMILAR SINGLE PHASE CIRCUITS MAY BE COMBINED IN ONE CONDUIT WITH A COMMON NEUTRAL. ONLY THREE SINGLE PHASE CIRCUITS MAY BE COMBINED IN ANY ONE CONDUIT, ON COMPLETION OF THE BUILDING, THE CONTRACTOR SHALL BALANCE THE PANEL PHASE LOADS. NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS. ONLY THOSE WHERE CLARIFICATION IS NECESSARY, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR PROPER FUNCTION OF THE SYSTEM WHETHER INDICATED ON W-EBU 2 -HEAD BATTERY PACK SUR CC2-V WSC EXTERIOR WHITE WALL CYLINDER W/ LENS SLP 8340-15/9008-12 X LED EXIT W/ BATTERY SUR LPX70RWH L —�� - L XJ PLANS OR NOT. m �l oo z u �s' U a z z cl-a � \ � x ¢ m WIRING DEVICES: ALL DEVICES SHALL BE SPECIFICATION GRADE OF THE SAME MANUFACTURER. WALL SWITCHES POLE 20 AMP 120 VOLT, RECEPTACLES DUPLEX 2 WIRE 3 POLE GROUNDED 15 AMP 120 VOLT. 20 AMP 120 VOLT IF ONLY ONE RECEPTACLE ON 20 AMP CIRCUIT). ) RECEPTACLES MOUNTED IN FIRE OR SMOKE RATED WALLS SHALL BE MINIMUM 25" APART. PANELBOARDS 208/120 VOLT 3 PHASE SHALL BE SQUARE "D" NQO OR NQOD, GE, ITE AND CUTLER HAMMER ARE ACCEPTABLE, CIRCUIT BREAKERS: MOLDED CASE, THERMAL -MAGNETIC QUICK -MAKE, QUICK -BREAK TYPE WITH TRIP -FREE HANDLE. MULTI -POLE TYPE WITH INTERNAL COMMON TRIP BAR. TERMINALS SUITABLE FOR COPPER CONDUCTORS, LIGHTING SCHEDULE NOTE S DISCONNECT SWITCHES: HEAVY DUTY, ENCLOSED SAFETY SWITCHES, QUICK -MAKE, QUICK -BREAK TYPE WITH INTERLOCKED COVER AND TYPE ENCLOSE REQUIRED FOR THE LOCATION. FUSED TYPE SHALL BE EQUIPPED WITH REJECTION TYPE FUSES. SQUARE "D", GE, ITE, 1. PROVIDE ALL FIXTURES COMPLETE WITH LAMPS. REFER TO NATIONAL ACCOUNT SOURCE INFO FOR LAMP SPECS. CUTLER HAMMER. ALL EXHAUST FANS SHALL HAVE DISCONNECT SWITCHES. FIRESTATS PROVIDED BY THE MECHANICAL CONTRACTOR 2, ALL INCANDESCENT LAMPS SHALL BE RATED 130 VOLTS. INSTALL BY ELECTRICAL CONTRACTOR. 3. ALL BALLASTS SHALL BE HIGH POWER FACTOR, FLUORESCENT BALLASTS FOR T8 LAMPS TO BE OSRAM/SYLVA IA a ALL REMOTE EQUIPMENT ON ROOF OR GROUNDS SHALL HAVE A DISCONNECT SWITCH AT EACH PIECE OF EQUIPMENT, OR MAGNATEK FULL -OUTPUT ELECTRONIC, EXCEPT OUTDOOR FIXTURES TO BE ZERO -DEGREE MAGNETIC BA T 4. PROVIDE HOLD DOWN CLIPS FOR EACH CORNER OF FLUORESCENT GRID TROFFERS 2/-�6. M E C H A N C /\ L INSTALL TELEPHONE CONDUITS, OUTLET BOXES, TERMINAL BOXES, ETC. REQUIRED FOR THE INSTALLATION OF TELEPHONE CABLES, MINIMUM SIZE 3/4 CONDUIT, CONTRACTOR SHALL VERIFY ALL EQUIPMENT LOCATIONS WITH OWNER.:& TELEPHONE CO. PROVIDE ALL RE 5, Q REQUIRED MOUNTING OR HANGING HARDWARE. COORDINATE AND VERIFY ALL FIXTURE INFORMATION, TYPES AND FINAL LOCATIONS WITH THE REFLECTED CEILING PLAN. 7. LAMPS SHALL BE AS MANUFACTURED BY SYLVANIA, WESTINGHOUSE, GENERAL ELECTRIC, OR APPROVED EQUAI' - / 1/8"=V-0" » �� NOTE: DWG. IS .NOT TO SCALE IF SHEET' PLOTTED ON 11 x 17 1 2 3 4 5 6 1 7 =1 8 9 1 10 11 12 13 14 f�C o o CD cV � w 0 Q _ U ch-, CEJ CEJ Q w U G s � CEJ C) I~ V) b I 00 Q Q W w be c> z W Q z 0 L1.1 ❑ v 4-44- 0 0 o�z Fn ❑ U) F ❑ .� ®_ :D® Z Z F-' ❑ z0 O_ _ O L.I..I Q I—' EL — C7 C/) f�C o o CD cV � w 0 Q _ U ch-, U z QIL� Q w U G s � Y �. Q IL 0 V) U Q Q W w z W Q z 0 L1.1 ❑ 0 0 Fn ❑ U) F ❑ .� ®_ :D® Z Z F-' ❑ z0 O_ _ O L.I..I Q I—' EL — C7 C/) FE u LaJ V) Lr a O Z f�C U z QIL� W 0 Q W 0- U z W z 0 L1.1 ❑ 0 Z 06 Fn ❑ U) F ❑ .� ®_ :D® Z F-' ❑ O L.I..I Q C7 C/) f�C r1 b © 1 cI CD 00 00 i�pd �.® O O 41 crJ U? O *41 106 (Zi 2l o N LIJ z 1 2 3 4 1 5 1 6 7 8 9 10 11 12 13 14 r- AIR CURTAIN AT DRIVE-THRU MUNROIE: I- n¢ ENGINEERING Q 0 v NOTE: LG. OUTLETS FOR NOTE: A20 I.G, OUTLETS FOR A ALT. LOCATION OF E.C. TO PROVIDE 25 FT. PO��ND VDU A2,4 COMMUNICATIONS A1,3 O P.O. BMX 22371 LAKE BUENA VISTA VDU IF NOT, LOCATED AND VDU PIGTAIL FOR DONUT CASE OVER SUNDAE CENTER WIRING =__ r -- 814 B11,13 815,17,19 B16 82- B9 B4 A5 C38 @ C16 , 18 A6 A14 '� D A2325 044"A.F.F. 407-443-1853 w i lI 18" AF4 F. �fl I 816 E-3-- __ A21� -- _ � — I�IuJ1 ON F - -� IA\� G � DEL --j —N \ - - B1 85 }}`� - - A22 = i B6 _ 2 J _7 B3� B6 Y A24,26 A28,�O A� � T NOTES t ALL 20 AMP 120 VOLT RECPT LOCATED cl ® EL ❑ . 0 H @ 86" E63 AFF. FOR 2 A35,37 E-3 E-3 IN SERVING AND REAR PREP AREA SHALL BE GFI PER 2002 NEC ARTICLE 210.8 B MENU BOARD A32 A36 ., ��zr� 0 z, � 06 Al2 A11 _ - - _. -A34- - - 812 — �- - - - _ �A3 PTION L) - -C- -I - _ ` _ if l - - r r- A31,3 --- _ 4 h-_--� 6c01�� /II /III I 822 _ __-_ o .. r rn— ------------� -----j ----------- -------- (j Ll -rri------I I V � : �kI- REFER TO EQUIPMENT SCHEDULE TO COORDINATE ALL EQUIPMENT A C39 REQUIREMENT z Y RECEPTACLE FOR DIPPING B7, B8-/- - // c LG c L— rte CABINETS TO BE 810 A7 Ag A10 Lc (— LOCATED AT ADJACENT A9 A9 A10 A16,18 1\ WP PRILTeS MENU BUARD WIRING z0 A8 �/� 10 C 6 - O & CASEWORK (TYP.)V A38 B 8 ,� P 620 - NAI VU B29 1, G, OUTLET B26� I @ 8"A.F.F. @481 A.F.F. 6 FUTURE BEVG. I.G. OUTLETS FOR POS FOR VDU 11G. B36' �� WP @36"A.F.F. REFRIGERATOR AND NETWORK. HUB 828 � @72'IA.F.F. , I � a18 20 AMP 120 VOLT 10 (2)#12, #12 GND 30 AMP 120 VOLT 10 (2)#10, #10 GND ® O:D 078"A.F.F. 828 � LGJ G,', i,,.�� . _I. (OPTIONAL) ( l `'____ 1� @18 A.F.F,- SE� SHT. E-3 FOR 20 AMP 208/120 VOLT 10 (3)#12, #12 GND Q_ A41 --EU fHER IN B28 REGARDING ELECTRIC �i� 036"A.F.F. SERVICE TO OFFICE ' C)F/--- 842 .30. AMP 208/120 VOL( 10 (3)#10, #10 GND 40 AMP 206/120 VOLT 10 (3)#8, #10 GND ® 3 ° A40 50 AMP 208/120 VOLT 10 (3)#8, #10 GND E? C23 821 23 25 wp _ (61 PROVIDE. RECESSED GFI C� a 20 AMP 208/120 VOLT 30 (4)#12, #12 GND 30 AMP 208/120 VOLT 30 (4)#10, #10 GND w � U � ABOVE OUTLET IN BRASS BOX - - B36 CLG.) CENTERED IN FLOOR UNDER 834 _ ®18"A,F.F. B24 REFRIGERATOR UNIT g40 40 AMP 208 120 VOLT 30 4 / O#8, #10 GND w� A39 A39 _ @18"A.F,F, @18"A.F.F. - ¢ W w w C. IL z z z 11,13 B27 50 AMP 208/120 VOLT 30 (4)#8, #10 GND a a a @FREEZER COND. 0 o Q 6 1 S I I DRAIN a m " � F C23 PF, z 838 (6" ABOVE CLC.) OPTIONAL GFI EXTERIOR LG. RLCEPTACLES FOR OUTLET FOR LANDSCAPING CUSTOMER LAPTOPS AIR CUR FAIN; AND MAINTENANCE. PROVIDE 115V c' 1 REELECTED CEILING PLAN 1/4"=1'-0" NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11"'x 17" VDU VALUE COMBO BOARD ALT. VDU LOCATION - (ELECTRIC SERVICE IN SOFFIT) SEE DWG. �4, SHT, A-10 RIS - TWO ELECTRICAL HARD WIRED 1 SURFACE OF SUPPLY DISCONN. REQUIRED FOR I COUNTER> MINI RACK OVEN: 1 -120 0 1 151 L • 156 AMP DED. & (1)-208/3/501 AMP I I 261 BEVERAG I REFRIGERATOR III.. /II IIS II III /II II _ • ------ T---------------7 I 15E I 1 44 I I I • 120A- 1=-_�`==-I t=--------------� I Clio' r__r- u-rr-�r- u- u -� �) ---u --� .1L--A— L__�.__J � I I - 1120D r- r --r- ir--r--v---I I __1+ /� I ' 535' I lui II a �u lu/ ull u/ �u I� SII 111/ SII II I IIS ull Ilu /II I Ili ull II -u--- (�I� ,� � IY�tf)W '�" --- - I 1 F _=�---I r-- --�--� - -� I ---- -- II L la( J I - - -- I — -- -------------- I �\\ I /� I L— _'- t -- -- ----. it � ll _ If I - ayn 1 II = = — --- - _-�--- --- ===Y - �- - - _ -x__� r---IF-u'---r-ter-ter - --I r� �l �___-- � � •- ---------- r I - t 1 —IL 1—J JI_ rlr- ■ 1 -I _ -T- �t- = - �I --- r i�=== - _ _ --- �� Fa-== �.� II UI' �)U II -r rr------ T -- \ Ir I�%IIII 11 I • t___-_____ u1 I I� 1 I-_ 1 Y(- _- _ L Q L. _ ��. I If _-- 1 - I I I I II I � I— I I I I t III � II If / II III ji•--�-------------I !II �II II // II 1 �. II SII II/ II III L � 1 I L 1 II L=== -1==.J L_ J - _ =-----------I mil �It= r - } -_--• ;,, I uI I,Ir===�lI-------- � II II + • l,/ + I t ------u ='_ --- a Ip I u I IVI I — I I I I �__- '_ �'{( r.� IIII 1- 0 _ -'�f _ -. - -!" ---- - _ J --------------+ - -- III I --- F _ET7 -- -- ----Id PROVIDE RECESSED GFI OUTLET IN • 120G UNDER RASS OX CENTERED IN LUUR PRWSER 12OG 200A 120A 120D REFRIGERATOR UNIT o 2 ELECTRIC SERA CE AT BACK NE �c KITCHEN C TALC AREA ELECTRIC 1/4"=1'--0" NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" 1/4"=1'-0" NOTE: DWG. IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" PRINTER OPTIONAL RIS VDU 210C / RIS RIS I,G. 210E OPTIONAL FLASH FREEZER 460 • 2_6,. LG. REACH -IN I COOLER � — --I _ I \ I LG. --i I IL �_ �_ �II 210E C r ,IE ]� 1 IIL. SIE J) IE JI E_j 711 11 IEIL . I I 111 � 11, IL JIIE ll IF 11 1 p;j— �- - � r- 11 • 120E kr7--- 1 NOTE: 231 210G 230 ALL DIMENSIONS ARE TO CENTER LINE OF OUTLET 4 I 1/4"-1'-0 1. r1 b © 1 cI CD 00 00 i�pd �.® O O 41 crJ U? O *41 106 (Zi 2l o N LIJ z 0 � r- Q I- n¢ Ld < V) Q 0 v Q W CL z w � Q W cl ® EL ❑ . V) ��zr� 0 z, � 06 z U) ® 111 � z0 ® O:D LL Q_ ® < X w � U � w� 7 F z ELECTR C <<�� DFS �E TI -IRU ELECTRIC �� D� UE TCU F� ELECTRIC C �DWCI-I� �T � " NOTE: NO SCALE IF PLOTTED ON 11" x 17" 1/4"=1'-0" NOTE: NO SCALE IF PLOTTED ON 11" x 17" 1/4 NOTE: N0 SCALE IF PLOTTED ON 11" x 17" 2 3 4 5 6 7 8 9 10 11 I 12 13 14 J 7 w J � J W CL z � Q W ® EL ❑ . ��zr� 0 z, � 06 U) ® 111 � ® O:D LL ® < X �• C) � U � ELECTR C <<�� DFS �E TI -IRU ELECTRIC �� D� UE TCU F� ELECTRIC C �DWCI-I� �T � " NOTE: NO SCALE IF PLOTTED ON 11" x 17" 1/4"=1'-0" NOTE: NO SCALE IF PLOTTED ON 11" x 17" 1/4 NOTE: N0 SCALE IF PLOTTED ON 11" x 17" 2 3 4 5 6 7 8 9 10 11 I 12 13 14 J 7 GOO o z 1 2 3 i' k _1 4. 6 ❑ z U) 7 0� 8 9 W 10 j o 11 12 13 V) 14 U , MEN k v Vl I Z ' LL) I1 "$ 1 w Q .7� 000 MUNRUE g - - - - -- GROUND LOOP AT ( - - - - - DRIVE-THRU WINDOW -CONNECT BACK TO I NOTE: RIS SYSTEM - - - ---� - - -- - --- I " CONDUIT I CONNECTS 2 / AT DRIVE-THRU ABOVE CLG, POS UNITS AREA BACK WALL LG. 2 �%_ ff �_ ORDER POS CA PR POS _ TAKER SH DWR. 2 2 4 POS POS _ _ _ _ - REMOVABLE PANEL 6 <> 2 Q 1 2 POS POS PR^I POS P05 PR --17---I f— - - -I REMOVABLE lJJ ENGINEERINGP,❑, r3❑x 22371 LAKE BUENA VISTA FL, 32830 407-443-1853 'S ❑ z t O U- ALL CEILING MOUNTED VDUTO BE SUSPENDED FROM - - - - ^ BY THREADED ROD W/ WHITE PVC SLEEVE. - �- PR. PR. - PANEL I I�� r^- Z_ 0— 0 — UNISTRUT 4 1 t2 r- ® U) I_ U) (!) - - t �� U LLJ -1 w� VENDOR; UNITSTRUT & THREADED ROD BY G.C. UNISTRUT 5. C) ,3 F I' a 5 OT EXPO (WALL) J -BOX 0 CLG. - A DRIVE—THRU 'POS COUNTER 1 �2 - BACK ELEVATION FRONT LINE POS COUNTER B - FRONT ELEVATION - ®DUNKIN' AREA FRONT LINE POS COUNTER ®BASKIN AREA 3 ti J A.F.F. I I CONDUIT DOWN TO 42"-A.F.F. k GOO o z 1 2 3 i' k _1 Eyw 6 GOO o z 1 2 3 4 5 Eyw 6 ❑ z U) 7 0� 8 9 W 10 j o 11 12 13 V) 14 U , MEN k v Vl I Z ' LL) I1 "$ w Q .7� 000 MUNRUE g - - - - -- GROUND LOOP AT ( - - - - - DRIVE-THRU WINDOW -CONNECT BACK TO I NOTE: RIS SYSTEM - - - ---� - - -- - --- I " CONDUIT I CONNECTS 2 / AT DRIVE-THRU ABOVE CLG, POS UNITS AREA BACK WALL LG. 2 �%_ ff �_ ORDER POS CA PR POS _ TAKER SH DWR. 2 2 4 POS POS _ _ _ _ - REMOVABLE PANEL 6 <> 2 Q 1 2 POS POS PR^I POS P05 PR --17---I f— - - -I REMOVABLE lJJ ENGINEERINGP,❑, r3❑x 22371 LAKE BUENA VISTA FL, 32830 407-443-1853 'S ❑ z �-_ O U- ALL CEILING MOUNTED VDUTO BE SUSPENDED FROM - - - - ^ BY THREADED ROD W/ WHITE PVC SLEEVE. - �- PR. PR. - PANEL I I�� r^- Z_ 0— 0 — UNISTRUT 4 1 t2 r- ® U) I_ U) (!) - - CONNECT UNISTRUT TO ROOF STRUCTURE, VDU BY POS -- �� U LLJ -1 w� VENDOR; UNITSTRUT & THREADED ROD BY G.C. UNISTRUT A BACK ELEVATION B - FRONT ELEVATION C) TO SUPPORT MINIMUM 50 LB. WEIGHT J --80X ®CLG.; I CONDUIT Dowty TO 4 1 \ a 5 OT EXPO (WALL) J -BOX 0 CLG. - A DRIVE—THRU 'POS COUNTER 1 �2 - BACK ELEVATION FRONT LINE POS COUNTER B - FRONT ELEVATION - ®DUNKIN' AREA FRONT LINE POS COUNTER ®BASKIN AREA 3 J A.F.F. I I CONDUIT DOWN TO 42"-A.F.F. ;�.J _-`; ° ° i / < J(BA� GROUND LOOP.CONNECTS TO VEHICLE DETECTOR, INTERCOM SYSTEM AND TIMER INTERFACE BOARD LOCATED IN OFFICE i � DUIT ABOVEAT G. J � x ORDER / / I TAKER I 1 11 1 / PEDESTAL 4 I 1 I � K WALL)NTER 3 NETWORK WIRING 5 FROM WALL COND��TLL M TOOFFlCEAR-------_.--- FROM 2N POS UNITS FROM TH DRIVE-THRU AREA TO PULLSTRDINIGS�TO OFFICE ACCOMMODATE FUTURE ": ' READER BOARD MENU BOARD --------- ---- ---- ----�' -- , ------�' ---- l ° 48�A.F.F. = I� - - - - - --- --r e e ..---...�-.- t�� 18"\A�F. _ JUNCTTI OX BEL W CLG: �� 8 \ II I I _- t 2 _L — SPEAK 2 A i 42F FOR COMPUTER a _ ` ER POST OUTLETS FOR MUSIC AND SECURITY (OPTIONAL)DEDICATED GROUND LOOP 6'-6" A.F.F. t I / AT MENU BOARD CC ` JUNCTION BOX M BELOW CLG. / 48* A.R. 2" CONDUIT FOR SPEAKER POST - CONNECTS TO II IIn R ffflll 0 (� � 18 A .1F. 36 F. INTERCOM SYSTEM LOCATED IN OFFICE - _ _ -SHELF = _ ._ - - - A / CC POS u / SC SHELF VOICE n cl -< J Ld Z z z, COUNTER n OLI CL 0 a a_ 9 is CONDUIT W/ PULLSTRING FOR FUTURE READER BOARD 4 OFFICE SCHEMATIC 1 ELECTRIC AND POS COMMUNICATIONS FLAN 1/4 "4_011 NOTE: DWG, IS NOT TO SCALE IF SHEET PLOTTED ON 11" x 17" POS — COMMUNICATIONS POS—COMMUNICATIONS EQUIPMENT SCHEDULE DRIVE THRU TIMER RIS LEGEND GENERAL NOTES "ADQSR KEY NOTE QTY DESCRIPTION LOCATION VOLTS AMPS TRANSFORMER LOVO TERM EXCEPTIONS/ NATES / I•G• 120 V QUADRATEX OUTLET W (SOLA QZ ROUTER REFER TO POS DEPLOYMENT METHODOLOGY" ON # GROUND W www,adrus.com/extranet AND APPROVED VENDORS FOR INFORMATION AND SPECIFICATIONS REGARDING POS SYSTEM. ALL RETAIL INFORMATION SYSTEMS (RIS) EQUIPMENT MUST BE POWERED BY POS E UIPMENTI.G. _ DT INTERCOM �{� 120 V DUPLEX OUTLET H W/ISOLATED GROUND SW SWITCH 1 4 POINT OF SALES TERMINAL POS 2 MB 1 BR 1 DT 100-120V 2.0 NO RJ45 POS TERMINAL PROVIDE CONDUITS DUPLEX POWER & CIRCUITS DEDICATED TO THE RIS SYSTEM. OTHER NON -RIS EQUIPMENT PLUGGE 1A 2 FUTURE OPTIONAL 1 MB 1) DT ORDER TAKER 100-120V 2.0 NO RJ45 LOW VOLTAGE), PULLSTRING & COVERPLATE5 SYSTEM I ® TELEPHONE OUTLET, RJ45, BOX cc a SEARGENT CREDIT INTO AN RIS CIRCUIT WILL LEAD TO SYSTEM INSTABILITY AND MAY VOID THE RIS SYSTEM WARRANTY. ck - DTC - - DTT DT 7 A DATA OUTLET, RJ45 M O MODEM 2 3 RECEIPT PRINTER (1) MB (1) BR, (1) DT � 100-240V 2.0 YES RJ45 FRONT COUNTER RECEIPT PRINTER UNDER COUNTER EXCEPT FOR D.T. SEP. ELEV. ALL POWER INDICATED ON THIS PLAN MUST HAVE A THIRD WIRE, ISOLATED GROUND, AND BE TERMINATED WITHIN (4) FEET OF DEVICE. 2A 1 RECEIPT PRINTER (FUTURE/OPTIONAL) (1) MB 100-120V 2.0 NO RJ45 FRONT COUNTER RECEIPT PRINTER UNDER COUNTER � � POS POINT OF SALES TERMINAL(REQUIRED � UPS UPS 3 1 ORDER PREP PRINTER -IMPACT 1 DDSS 24/34V 1.2 YES RJ45 3A 2 ORDER/PREP PRINTER --IMPACT (FUTURE OPTI "OT EXPO PRINTER 0) 24/34V 1.2 YES RJ45 BR - OPTIONAL IF NO VDU EXISTS I0-5362 RECEPTACLES MUST BE USED FOR ALL DEVICES ON .THIS PAGE, LABEL RECEPTACLES; "RIS ONLY" I I 1 I I I F HlPOINT OF SALES SITE CONTROL 4 1 VDU (1) OT COFFEE STA71ON 100-240V 1.5 NO N A SHEET E-1 ALSO INCLUDES ALL POWER SHOWN ON THIS PLAN, POWER IS I I I I I I TERMINAL(FUTURE/OPTIONAL) VIDEO DISPLAY UNIT SC � (SELF -MOUNTING) - .RADIANT ONLY (1)DT EXPO, (1) BR PROVIDE CONDUITS (DUPLEXPOWER do LOW VOLTAGE), PULLSTRING, AND SHOWN ON THIS PLAN TO CLARIFY LOCATION OF IG POWER, PHONE AND DATA TERMINATIONS MAY SHARE A 4"x4" BOX IF THEY ARE ADJACENT. ALL LOW VOLTAGE WIRE TO BE CATEGORY #5 CABLE RUN IN 1Y" RIGID 4A 3 VDU (FUTURE/OPTIONAL) (1)DD-SAND. ST. 100--240V 1.5 NO N/A STRUCTURE TO SUPPORT FUTURE RETROFIT. IF NO BR PREP TO BR BACKUNE PRINTER ADD VDU I I _ VDU (REQUIRED) DT % F VIDEO DISPLAY UNIT (FUTURE/OP-n VDU RP. DRIVE THROUGH TIMER (OPTIONAL)) RECEIPT PRINTER 5 4 VDU CONTROLLER PC BASED (t)ISS, (1)BR, (t) DT quo, (t) DT COFFEE 100-120V 1.0 YES RJ45 BR - OPTIONAL IF NO PREP PRINTER EXISTS DT - UNDER COUNTER CONDUIT (W/PULLSTRING), AND MUST BE TERMINATED WITH RJ -45 JACKS. 5A 1 VDU CONTROLLER ECR 100-120V 1.0 YES RJ45 DRIVE THROUGH DTC CONSOLE (REQUIRED) ® PREP PRINTER POS COUNTER A 12 MINIMUM SEPARATION MUST BE MAINTAINED BETWEEN LOW VOLTAGE WIRES AND POWER WIRING (TO AVOID ELECTRICAL INTERFERENCE). 6 1 POS NETWORK HUB/ SWITCH FRONT CHASE 100-120V 0.5 YES RJ45 DRIVE THROUGH UTT TIMER (REQUIRED) O.H. P BACK -OF -HOUSE PC (BACK-OF-WOUSE, SOLUTIONS BOX OFFICE PC V EQUIPMENT INSTALLERS MUST HAVE STABLE, PERMANENT PLATFORMS (SHELVES, FURNITURE) IN OFFICE AND ELSEWHERE ON WHICH TO PLACE OR 7 1 SITE CONTROLLER 100-120V 4.0 NO RJ45 8 1 PRINTER BACK -OF -HOUSE OFFICE 100-120V 8.2 NO N/A PC BASED POS SYSTEM RIS SYSTEM PC BASED POS SYSTEM MOUNT DEVICES SHOWN ON THIS PLAN. 9 1 MODEM EXTERNAL OFFICE 120V .2 YES N/A 9A 1 MODEM EXTERNAL POS COUNTER FRONT CHASE 120V .2 YES N A ECR POS SYSTEM CREDIT 10, A MINIMUM OF (5) PHONE LINES ARE REQUIRED (SEE SCHEDULE FOR DETAILS) ONLY WHEN VDU IS PAS- UNDER COUNTER SERIAL ECR 11 .1 JOURNAL PRINTERBR 120V •95 NO PIN PRESENT 12 4 CASH DRAWER UNDER CTR -ALL POS EXCL D.T. N/A N/A N/A RJ45 DT CASH DRAWER ON TOP OF COUNTER . 11, ALL EQUIPMENT ICONS, NOTES ANDSCHEDULES ARE TO BE USED BY 4 UNDER CTR -ALL POS EXCL ORDER TAKER; 'GET PROJECT ARCHITECT IN FORMATTING THEIR POS & COMMUNICATIONS PAGE SIMILAR TO THE ABOVE PLAN, THIS IS CRITICAL AS THE POS & 12A 1 CASH DRAWER t MB N/A N/A N/A RJ45 DT ORDER TAKER DOES NOT A 'CASH DRAWER 6 ypU I G I'G��� SOLUTIONS _ - - - - - - - NETWORK LG. ONLY WHEN OTHER COMMUNICATIONS DEVICES COMMUNICATIONS PAGE WILL BE USED BY RIS VENDORS FOR EQUIPMENT ORDERING. 5 BOX HUB �h VDUS E 15 1 DRIVE THROUGH (DT) TIMER CONSOLE OFFICE 120V ? NO RS232 MUST BE WITHIN 6OFT OF DISPLAY __ RESENT EQUIPMENT NOTES VDU HEIGHT TO BE COORDINATED WITH EQUIPMENT AND SIGNAGE (SEE 0 CONTROLLER [m��o CASH - -I Im 9 MODEM LV1 Qh_ I _I�� 16 1 DT REMOTE DISPLAY NEAR DT, VISIBLE TO ENTIRE SERVICE AREA LOW VOLT N A NO RS233 LOVO THROUGH CONSOLE_I 17 1 DT PERCENTAGE DISPLAY ADJACENT TO REMOTE DISPLAY LOW VOLT N/A NO RS234 ADJACENT TO REMOTE DISPLAY ELEVATIONS). ONLY REQUIRED EQUIPMENT IS VISUALLY REPRESENTED AND TAGGED IS SHOWN ON THIS FLOOR PLAN, OPTIONAL EQUIPMENT IS TAGGED BUT NOT I.G. I.G. I c POS _ C' - - -j HUB I I.G. PHONE DATA LINESNETWORK' 18 1 DATA MODEM FOR 'POS OFFICE LOW VOLT N/A N/A RJ45 ECR PC BASED SUPPORT LINE SHOWN GRAPHICALLY, 19A 1 DATA/MODEM FOR CREDIT CARD PROCESSING OFFICE LOW VOLT N/A N/A RJ45 PC BASED POS SYSTEM CREDIT 1 i I 7 2 3 OR� woEo LGA _ - - B� } LG' PRINTER coNTROLLER POS (h I.G. �p 196 1 DATA/MODEM FOR CREDIT CARD PROCESS. t MB FRONT CTR O LOW VOLT N A N A RJ45 ECR POS SYSTEM CREDIT 20 1 FAX LINE OFFICE LOW VOLT N/A N/A RJ45 PC L 11!" CONDUIT TYP. 4 VDU 2 3 OR� m 4 21 1 PHONE LINE OFFICE LOW VOLT N/A N/A RJ45 22 0 PHONE LINE TRAINING LOW VOLT N/A N/A RJ45 (ECR VDU'S) PRINTER N A 0 PHONE LINE OFFICE(COMPUTER UNE) LOW VOLT N/A N/A RJ45 N/A 0 FAX LINE OFFICE LOW VOLT N/A N/A RJ45 PC BASED ECR BASED N/A 0 PHONE LINE OFFICE LOW VOLT N/A N/A RJ45 1 -- 2 3 4 5 1 6 1 7 8 F 9 10 11 F 12 13 14 GOO o z LTJ G N � cd Eyw Q ❑ z U) 0� W J j o o o V) U , MEN k v Vl I Z ' LL) I1 "$ bk O L� bB<Z) 0 LO 4-J o 4 ®�I c, ` ® OZ CJ -14- Q o z LTJ N � Q Eyw Q ❑ z U) W J j o o o V) U Z ' LL) w Q .7� 000 0 z F- of f 0 lJJ ❑ c) W ❑ z O U- Z_ 0— 0 — r- ® U) I_ U) (!) U LLJ w� C) o z I�� LTJ Q ❑ z U) LLa [L CL Z ' LL) z .7� 000 0 z F- of f lJJ ❑ c) W ❑ a z -.J O U- N TZ U)U C� r- ® U) I�� { T 7 \ M o V 3 m b i 00 L , Lo O -�-j O. O p � 1 C) ` u CZ w a nx 'Ki- o \ U O z N V) L wLLJ -j U F- Q Q U CL D V) U < w 0 z zo 0- I-- EL - v W (/) w 0,� 0 -77---7 z r r - � r col u - � o s 2 I 3 4 5 6 7 _ 8 � 9 I 10 I 11 12 I 13 �- 14 w EQUIPMENT SCHEDULE 3 EQUIPMENT ' GENERAL REMARKS LiLij _j U a s. P.D. BOX 22371 LAKE BUENA VISTA FL. 32830 407-443-1853 0. N.S.F. U.L. LOAD amour w RECEPrACLEv A.F.F. REMARKS E.T.L. E.T.L. ..VOLTS PHASE AMPS � � �wwc SPEC ITEM NO. QTY. DESCRIPTION MANUFACTURER MODEL Non - I F P, CJ MSC BACKLINE FILLER U- 5 0 BACKLINE FILLER, 10" OR LESS EQUIPMENT SUPPLIER DWG, #5 _ z ® w Q CEJ CIS o O d W 6 0 BACKLINE FILLER, 10" - 24" i DWG. #6 4: LL ❑ z N F 7 0 BACKUNE FILLER. 24" OR MORE EQUIPMENT SUPPLIER DWG. #7 U) x V) U W BR BACKUNE 10 1 36"W X 31.5"D SIS BR SINK STATION r DWG. #10 2 h w SINK BOWL IS 10"L X 18"W X 12"D o 10B :i 3 1/2" FAUCET T&S TSB1100 ** ;J t --a 10D 2 1. f i METRO INM14248R 1, j: MOUNTED OVER SINK STATION, 53" A.F.F. TO r r - � r col u - � o 1 2 I 3 4 5 6 7 _ 8 � 9 I 10 I 11 12 I 13 �- 14 w EQUIPMENT SCHEDULE rv��NIR�I� ENGINEERING EQUIPMENT - _ ELECTRICAL GENERAL REMARKS LiLij _j U a s. P.D. BOX 22371 LAKE BUENA VISTA FL. 32830 407-443-1853 0. N.S.F. U.L. LOAD amour w RECEPrACLEv A.F.F. REMARKS E.T.L. E.T.L. ..VOLTS PHASE AMPS � � �wwc SPEC ITEM NO. QTY. DESCRIPTION MANUFACTURER MODEL Non - I F .a1J CJ MSC BACKLINE FILLER U- r r - � r col u - � o 1 2 I 3 4 5 6 7 _ 8 � 9 I 10 I 11 12 I 13 �- 14 w EQUIPMENT SCHEDULE rv��NIR�I� ENGINEERING EQUIPMENT - _ ELECTRICAL GENERAL REMARKS LiLij _j U z � P.D. BOX 22371 LAKE BUENA VISTA FL. 32830 407-443-1853 0. N.S.F. U.L. LOAD amour w RECEPrACLEv A.F.F. REMARKS E.T.L. E.T.L. ..VOLTS PHASE AMPS � � �wwc SPEC ITEM NO. QTY. DESCRIPTION MANUFACTURER MODEL Non - I F .a1J CJ MSC BACKLINE FILLER U- 5 0 BACKLINE FILLER, 10" OR LESS EQUIPMENT SUPPLIER DWG, #5 _ z ® w Q CEJ CIS o O d W 6 0 BACKLINE FILLER, 10" - 24" EQUIPMENT SUPPLIER DWG. #6 LL ❑ z N F 7 0 BACKUNE FILLER. 24" OR MORE EQUIPMENT SUPPLIER DWG. #7 U) LL V) U W BR BACKUNE 10 1 36"W X 31.5"D SIS BR SINK STATION EQUIPMENT SUPPLIER DWG. #10 2 SINK BOWL IS 10"L X 18"W X 12"D o 10B 1 3 1/2" FAUCET T&S TSB1100 ** ss REG #A2601, ISO #8001 --a 10D 2 14" X 24" WALL MOUNTED SHELF METRO INM14248R MOUNTED OVER SINK STATION, 53" A.F.F. TO 15 1 23 W x 31.5"D OR SCALE AND WARMER STATION EQUIPMENT SUPPLIER DWG. #15 15A 1 BANANA TREE BUILDIT 20045 158 2 HOT FUDGE WARMER W/ INSERTS, LIDS AND PULP SERVER PRODUCTS 20019 15E 1 LEGAL FOR TRADE SCALE METTLER-TOLEDO 8432 20 1 54"W X 31.5"D BLENDER STATION EQUIPMENT SUPPLIER DWG. #20 Y ED ��, C 2 � • -r ll" _ - -110+ 20B 1 BUILT IN ICE BIN CORNELIUS C2123 20M 2 BLENDER BASE, SOUND ENCLOSURE, 3 ARCE JARS W COMBO ADF BLEND'(EC A -ICBG -120 -CH 21 0 40"W X 31.5"D BLENDER S IATION EQUIPMENT SUPPLIER DWG. #21 25D 1 STAINLESS STEEL OVERSHELF 30 1 27"W X 3q>¢"D SUNDAE CENTER W/ CASTERS SILVER KING SKF2A-C4 0025 165 y* 60 1 4.6 20 3 YES NEMA 5-15R +* 3014813.009 35 0 [26-W X 26%"D ICE CREAM, FRUIT & JUICE CABINET W/ CAN SKIRT. FRIGIDAIRE/ CARRIER BR271C 7 471 120 1 5.8 20 3 YES NEMA 5-15R PERFORMANCE VALIDATION INCLUDED. OPTIONAL ,•� I a LJ HAND SINK 40 1 16"W x 30"U HAND SINK W� SPLASH GU EQUIPMENT SUPPLIER DWG. #A5, 3-1-02 2636 10B 1 FAUCET T & S 7581100 ** s* REG #A2601, ISO #9001 BR FRONT LINE 50.1 1 36"W X 30"D POS STATION EQUIPMENT SUPPLIER DWG. #50.1 60 0 8>�"W X30"0 DIPPING CABINET CARRIER ORT90 7 471 120 1 10.8 20 4 YES NEMA 5-.15 = 4 N I1� '- �1 N • ° „ I I ¢ ° I �� - N- _ -------- m .61 2 68Y4"W X30"0 DIPPING CABINET CARRIER BRT68 7 471 120 1 10.3 20 3 YES NEMA 5-15 60A 2 DIPPER WELL �_BUILD_IT 90022 21-6 BAKERY CASES 70 0 DONUT/BAKERY DISPLAY CASE (36 BASKETS) EQUIPMENT SUPPLIER DWG #70 120 1 219 20 NO 71Y"W X 3WD 70.1 0 DONUT/BAKERY DISPLAY CASE (30 BASKETS) EQUIPMENT SUPPLIER DWG #70.1 120 1 219 20 NO 604"W X WD N O - w I N 70.2 0 DONUT/BAKERY DISPLAY CASE (24 BASKETS) EQUIPMENT SUPPLIER DWG #70,2 120 1 219 20 NO _ 494"W X 341¢"D 70.3 0 DONUT/BAKERY DISPLAY CASE (18 BASKETS) EQUIPMENT SUPPLIER DWG #70.3 120 1 219 20 NO i 38)S'"W X 34�t"D 70.4 1 DONUT/BAKERY DISPLAY CASE: (42 BASKETS) EQUIPMENT SUPPLIER DWG #70.4 120 1 2.19 20 NO 824"W X 341¢"0 V _ - - - - ' r.- L r - J-1 N b N I_ ; : I I I: -_ . - J N C14Cq Ll N i ~� 80 0 BAGEL/BAKERY DISPLAY CASE (12 BASKETS) EQUIPMENT SUPPLIER DWG #80 120 1 219 20 NO 494"W X WD5411- 80.1 80.1 1 BAGEL/BAKERY DISPLAY CASE (8 BASKETS) EQUIPMENT SUPPLIER DWG #80.1 120 1. 219 20 NO 351'4"W X 34 "D 81.1 0 BAGEL/BAKERY DISPLAY CASE (12 BASKETS) EQUIPMENT SUPPLIER DWG #BONY 120 1 219 20 NO 354"W X 341¢"D; TFUS CASE IS 6 TIERS HIGH POS STATIONS 90.1 0 34"W X 3744 D POS STATION EQUIPMENT SUPPLIER`' ' DWG ff90.1 91,1 1 68"W X 37Y4 D POS STATION EQUIPMENT SUPPUEF; DWG #91.1 C> C(Dl "u-°-- J �r - b I a n I N T I ® U I���l l Q z�- O �I I 771 _. 92.1 0 96"W X 3744"D POS STATION EQUIPMENT SUPPUEe: DWG #92.1 L 95.1 0 10"-2h"W POS SfATIUN EQUIPMENT SUPPLIER DWG /93.1 97 0 FRONT LINE FILLER CABINET 16"-36"W EQUIPMENT SUPPLIER DWG #97• ESPRESSO 95 95.1 96 96Ef 0 1 1 1 ESPRESSO STATION BACK LINE OPEN SHELVING 32"W ESPRESSO MACHINE ESPRESSO SYRUP & LID RACK EQUIPMENT SUPPLIER EQUIPMENT SUPPLIER SCHAERER WIREFAB DWG, #95 I DWG. #95.1 I SPECIFY SIZE AMBIENCE 15 SO DUO PS 208V 1 30 3 YES NEMA L6 -30R PROVIDE WATER SMUT OFF VALVE W/ 3/6" COMPRESSION FITTING WF17363 FRONT LINE COFFEE STATIONS 101 1 54"W X 38"D COFFEE STATION EQUIPMENT SUPPLIER DWG #101 ALL ELECTRICAL & WATER LKS AS PER EQUIPMENT ON STAIN 102 0 72"W X 38"D COFFEE STATION EQUIPMENT SUPPLIER DWG #102 ALL EL• CTWK.$1 & WATER LINES AS PER EQUIPMENT ON STAIN 103 0 78"W X 38"D COFFEE STATION EQUIPMENT SUPPLIER DWG #103 ALL ELECTRICM, & WATER LINES AS PER EQUIPMENT ON STATION _ El \ W p rJ' � • - � (��- �,- F� rn 104 1 90"W X 38"D COFFEE STATION EQUIPMENT SUPPLIER DWG #104 ALL ELECTRICAL & WATER LINES AS PER EQUIPMENT ON STATION ,a -- - '- - Q '- b a - ai Q _ ,-- c� r I ED °� �l DB�-'NO ' - ' Il i - lJ 1 w Q I Qo a II '� 1 1 O i'1 �i • �; ! va _o w im Q O ((7� ^�- - --- 1 Gam__= ==:, 00 F" O w • I Gi « �� �. O U' ' g Q m - - Q-- �� . .- . -. 00 I Iro�1I lJnUJr �, -I�--- on 0 I I - 101A 3 DUAL SHUTTLE WARMER BUNN-0-MAT1C 27875 4 6620 120 1 1.5 20 3 YES PLACED ON COFFEE STATIONS lO1C 0 SURE SHOT DAIRY DISPENSER AC DISPENSING AC320PC 530300 56BN 120 1 2 20 3 YES L -5--20R* ALT. VOLTAGE MODEL AVAILABLE (NEMA-CDR_P 6-20R RECEPTACLE) Z ISTV 101C0 _ 2 DAIRY DISPENSER, AUTO PORTION TAYLOR 0005 120 1 2.2 20 YES NEMA 5-15P k+ 'I UNIT MAY BE MANUFACIURED W/ OIHER ELECTRICAL CHARACTERISTIC' CONFIRM W ADQSR PRIOR TO INSTALLATION 101D 2 SURE .SHOT SUGAR DISPENSER AC DISPENSING AC6EPC 1030- 2CAB 120 1 4 20 3 _ YES L -5-20R* ALT. VOLTAGE MODEL AVAILABLE (NEMA 5-158 RECEPTACLE) 101G 3 20" SPEED RAIL FOR LIDS EX -CELL METAL PRODUCTS AD-HLDR-2 101H 2 13" SUGAR/TEA BAG/ STIRRER HOLDER EX -CELL METAL PRODUCTS AD -SH -1 101M 2 SPRAYERciD T & S B -IOTA ** NO "* REG JJA2601, ISO JJ9002; FOR USE ON COFFEE S'fATIONS DUNKACCINO 107A 1 DUNKACCINO MACHINE BUNN-O-MATIC 29250.0003 18 197 120/240 1 20 30 3 YES L4 -30R YES FOR DOMESTIC; FOR INTERNATIONAL COOLATTA 110 1 COOLATTA MACHINE TAYLOR 342 6 SA 4620 208/230 1 19/14 25/20 3 YES (2) NEMA L6 -20R (2) 208/230 CIRCUITS FOR EACH MACHINE; VERIFY CORD AND PLUG W/ MANUFACTURER; ALTERNATIVE ELECTRIC CONFIGS. AVAILABLE 111 0 COOLATTA MACHINE TAYLOR 340 6 5A 4620 208/230 1 16 20 3 YES NEMA 5-15R CORD & PLUG NOT AUTOMATICALLY SUPPLIED W/ UNIT; ALTERNATE CONnGS. AVAILABLE m NOTE : REFER TO ALLIED DOMECQ QSR_311._.% MULTIBRAND EQUIPMENT SPECIFICATIONS ON ALLIED DOMECQ RSR WEB SITE, www.acirus,com/extranet, FOR COMPLETE EQUIPMENT AND UTILITY INFORMATION, ADQSR WEB SITE ALWAYS TAKES PRECEDENCE OVER DRAWINGS IN INSTANCE OF CONFLICT, 1 - 2 3 4 5 6 7 8 9 10 11 - 12 13 14 _--I TOP ,--- r-1-' _. <, cs 4 ** 120 1 4.17 20 3 YES NEMA 5-15P *s FILE X47076 38H3 120 1 600rnA 20 3 YES STANDARD z Aw 0 120 1 IB 20 3 YES NEMA 5-20R NSF 29210-0001--ODU UL 7632000 D U Ss D o G --- j d - (D. o v r-1 C'rJ � Z v) C/) Ccy)rJ C`7i w t J W LiLij _j U z � Y 0 EL a. .a1J CJ -CD U- Q IJP` r _ z ® w Q CEJ CIS o O d W W tW LL ❑ z N F z 0 T__ O oztas- U) LL V) U d - (D. o v N \ Z v) w t J LiLij _j U z � Y 0 EL a. ,L) UT �..0 U- Q IJP` r _ z ® w Q cq Z2. d W W � LL ❑ z N (� z 0 T__ O U) LL V) U W w� Z w w O J IJP` r z ® w® cq Z2. W W � LL ❑ N (� _ U T__ O U) �- I I I Z(( I � Q I � HANDICAP RAMP (PER II II IFOOT INDEX J0304 11 I J TYP. EA. SIDE) - - �asnNc s'.sloikx I z I ,I II )� Z00 c SAW -CUT AND REMOVE EXIST. GOLF IMI T VA 19M 20 10 0 20 40 GRAPHIC SCALE 1 "-20' 284 LF OF 6" SINGLE YELLOW - - 0 WIDE TE THERMMOPPL ASS" TISTOP BAR DOSM FIRE Hymw ORANGE VISI -BARRIER TAPER CURB TO BE FLUSH 4 LOT 1 AROUND EXISTING TREES AT SONO (TV. EA. END) -7 TO RIw 'USE EXTREME CAUTION" R1-1 307 EXISTING BELL SOUTH PROPOSED 10' x 160' COTS -D0DISTURB*NOT T (APPROX. 3' DEEP) EASE"SO LF OF 00 DBI.. - -- -- -- -- -- - -- - TYPE "F" CURB- --- -- -- --- --- ------ --- ' 7-gaa 4q' / , 10' EASEMENT, TAX PARCEL I.D. NUMBER 11-20-30-519-0000•-0020 I I SAW CUT AND REPLACE SIDEWALK TO EDGE OF PAVEMENT AS NEEbED TO FURTHEtST JOINT (40 THICK CONCRETE N �Q AIRp 4,4 1 I ,000 p� MINIMUM) I -L SRT <�G Q I m O I I I a Ix SEE SEPARATOR AIL I 3 a II I (SHEET 2 OF 6) N I RESIDENTIAL I I I I L I : • G CIO' I • . I, o J EXISTING --� WAL-MAR • �' �� •' 1 0\51) SUPER CENTER I. I 4: '! I OF TYPE CURB, PAVEMENT I 45. ' EDGE TO MATCH EXIST. GRADE j � --- wl I : ; : �12� x a' WHITE ' . 10' EASEIMENT _-- _. -=-_ __ - _ - THERMOPLASTIC SPEcWL - ----- --- ----��--- I I EMSIS CRoss W. LAKE MARY BLVD 12 x8 WHITE SP(►111L -- - -_ - -- --- --- -- --- --- - - --- ----- - ----------------- ---- _ w� -- -- -- --- --- -- --- --- --- --- -- - EMPHASIS CROSS-* SLK LOT 2A 0.67 AC. �' SF i i I 1 I J " 12' rx IMPERVIOUS AREA MAX.OPI �) I I I RESIDENTIAL Off' ( 12 �� . I ► , CV SITE LOCATION ��• 24 WIDE WHITE 2G INGRESS do EGRESS , I I THERMOPLASTIC STOP BAR EASEMENT J I I � RESIDENTIAL II �� ^ I LAT: 28°45'32" N Z ------------•--------- �\ 6. II II ; - �'"---- a87d1 '► I ;� I I � I LON: 81°17'11" W Q � I r" � I I I U-) I LOT 2B � - � �_ �I � � I I I I Q � I LOCATION MAP II U, I �I I 0.53 AC. IMPERVIOUS AREA o Imo' I n9 I I i I SITE INFORMATION: �: '"=200°' �I w � II � � I o. � PAINTED WHITE � � � � i i I = I� II I • •_ DIRECTIONAL AIRRdw I I I 1. THE PROPOSED SITE USE IS FOR A DUNKIN DONUTS CONSISTING OF A 1,920 GSF RESTAURANT WITH DRIVE THRU. y I I{ I • N 3'R. 1 v I I CURB (f) 1 II • S' S' 12' • I I SIDE WALK 2. THE EXISTING ZONING IS GC -2 (GENERAL COMMERCIAL) PER THE CITY OF SANFORD LDR. I{ I !ASE II RED PER 1 i I WTH._:PAVEMENT I I 3. PROPOSED SITE COVERAGE SQ. FT. % 5. PARKING REQUIREMENTS { N 1 i -DOT INDD( 17348 (TYP.) - ; '-_.) 16' ' 18' I BUILDING 1,920 6.5 0.4 SPACES PER SEAT BASED ON MAXIMUM CUSTOMER CAPACITY � Z L 109 " � HAM I PAVEMENT (INCL_. CURB) 17,668 60.3 W � I I{ t� z � l I s SIV�MTARY SEWER ° 1 1 5 ( Lqo f TYPE "D" CURB (M.) I � ( DETAIL SHEET ) 70 �1� I � I SI ALK MATCH EXIST. SIDEWALK 651 2.2 TOTAL REQUIRED SPACES (INCL H/C) 25 / SAN - S'N <. W. EL 4441 ``' I DRIVE I '' I I SI Alk I LANDSCAPE I OPEN 9,477 31.3 HANDICAP REQUIRED 1 SIGN A' I \\\ O I I{ i I DEPRESSCURB• .'' • ` ,• : • � ; • - ~' :�`" . M! . ' T • -- I I I' TOTAL SITE 29,303 100.0 DUNKIN DONUTS REQUIRES APPROXIMATELY 26 PARKING SPACES I III I I 4• wA1Qt WE OF WALK FLUSH •a ..4f i- �- WITH PAVEMENT • " • i 150' 12'x5 WHIT EROCB �AL'K I TOTAL SITE IMPERVIOUS 20,239 69.0 PARKING PROVIDED I I w I " I 6• 10 LF 6 PVC 0 � .005 ♦ GGI Z O I I GALVANIZED PIPE INTERIOR LANDSCAPE TO PAVEMENT RATIO 45.5 II N I 8g i I (KITCHEN) 12 D U I V K I I V I FTI�INGS OR SCHEDULE 80 PVC PIPE 10 WIDE SPACES o 25 750 GAL MIN MrASE I HANDICAPPED SPACES 2 /) 1 II II 0 i I I I III Z TRAP (SEE DETA� SHT. 5) t0, W. D O T ® . I 1 I AN (DOMESTIC((NATER) I BUILDING HEIGHT (1 STORY) 28 ( " EXTERIOR(S MENU ( TOTAL SPACES - 26 47. 3778 0f8,� DIS { I I I 4�x�" Xl 1/2" OFF-SITE ADDITIONAL PVMT. (INCL. CURB) 9,098 • ••� • - I I `z 1 1 2" WA METER (BY CnY1) THE FLOOR AREA RATIO (FAR) - 0.062 cl�ARCHIITECTURAL D S,) R3 7- W. 1 1 2• PIPE 51.05' i 1 1, 2' PRESSURE 47.15 64 � P'R�TER 4. SETBACK BUILDING PAVEMENT LOT 2 1 2 � - - _ { I FEBCO ISM OR 7. SIGNAGE \ - _ 'P! I I I 975�(LMS II FRONT ( CtUS HVN 17-92) 140' 20' 4 F 8'MAX HT 10' MIN FROM RIW 011- III 10 LF 6"I PVC 0 2.005 ?a b ♦ O• II I 3 oRNOM LINE s s e FRONT (INTERIOR) 25 5 e III i I ( app) Q 47'15 " �\ i I I " TAP 8" X8" " I (1) SIDE (INTERIOR) 15' 5' II i I r' -r REAR 15, c�ilyn B• i L1 I 8 TE VAL W/20 LF 8 PVC I MAX. HEIGHT 35' 5 I II 1 L J 1 5' O " GARB (`I1YP-) °��a I I c I SAW CUT AN REPLACE SUEWALIC IAS I 10 X 12 CONCRETE OUMPSIER I '6 PAINTED 4 SOLID I I N TO EST JOINT 4" I III 35 I PAD W/(J QLQ(�( �!IALL MID I J� N WFNTE LME (TYP•) ♦ �••, /�S { U I I I 3 p(� �! (1) IF COMMON DRIVE OCCURS BETWEEN LOT LINES THEN SETBACK DOES NOT APPLY. SCREI]�MNG I ��� SIL v�L - - - 1 I I I "i i'T, 8. THE EXISTING SITE CONDITION IS UNDEVELOPED AND CLEAR OF VEGETATION WITH SOME HARDWOODS. (MATERIAL AND COLIO.�' SWILL MATCH � r w ' '� BEHIND CURE (SEEN I I I 3 �`" x6 TEE II 1 �! III 1 BUILDING) ;SEE DETh ,_ s'"i C'T. 5) '�� ' DOG S. REDUCER (W SIDE OF 9. THE SOILS CUNSIS [.)F URBAN (34) TYPE SOILS PER THE SEMINOLE COUNTY SCS SOILS MAP, SHEET 08. ORANGE VISI --BARRIER s , AROUND EXISTING TREES ' _ L°' / ��, I i FIRE I1IYDRANT ASSEMBLY I 10, THE SITE IS LOCATE'&) IN FLOOD ZONE 'X" PER FEMA MAP PANEL NO.12117C0045E. THE 100 YEAR BASE FLOOD ELEVATION IS EL 39.0. I II V 1 I TO -� - - - - - - - - - - - -' �l to Ii i I 3I1 2w VALVE 11. TAX PARCEL I.D. NUN BER 11-20-30-51-000-0020 2x 1/2 REDUCER II II z I X x X - ,6 I I ` I <t 1 1 " IRIIUIIAjION METER 12. THE TOTAL PERMITTED IMPERVIOUS AREA FOR LOT 2 IS 1.20 ACRES PER SJRWMD PERMIT 4-117-81632-1 ISSUED MAY 2002. THE PROPOSED ♦♦♦♦ II I 18• RCP SfdZMt CRAM " (�s �'��) �C.O• W. 45.85 ! �( x X m X I { I I I 1 1/ " BACKF�OW PREVEMER ' IMPERVIOUS AREA IS 0.67 ACRES. AN EXCESS OF 0.53 ACRES IS AVAILABLE. INV. EL 44.06 106 LF 6" PVC �- - 168.26 , ♦♦ ♦ III I � �� � 16) I E 16 19 I I I � - - � _� ♦ ♦j I� ��� �- 71.71 _ �� 81.74 SDR 26 -O 1.705 I� I 13. THE LANDOWNER WI'_L RETAIN OWNERSHIP OF LOT 2. THE EASTERLY PORTION OF THE LOT WILL BE LEASED BY ALLIED DOMECQ. - ,,� Z I _ : ♦. W Y S 64'38'09" E INV. 44.05 RE -GRADE AND COMPACT TO MATCH CRINGE MSI -BARRIER AROUND x a i (¢ 2 ♦♦♦i "a" III EXISTING AND SEED MID MULCH z 1 EXISTING TREES TO REMAIN \ ° o �♦ I N1 W x■ • OFF-SITE WORK. _j o I 1 -STORY METAL I I� S 7 RAW ♦♦♦1 I I� pastMc �tE 40 d; - - - - I BUILDING- 1 wA e ■ HYDW � $ FF ELEV 49.25 VALVE VAULT - - ♦1♦. t 1i i�: DRAIN FIELD I V MER f SEWERClL1 I C2 I SII I I�� �♦!♦♦♦ � � W. EL. 43 27I fi 66'30'04" E 0 = 101'42'02" 0 = 00'30'36" I 1 I ���♦♦♦ �_ 15.00' _ - R- =-15654.65 R = 5669.65 I I SIN \ S/�N - •♦♦. SAN SAN - ■ ntJ � L = 167.83' ' ' L = JV.46 // ■ I iii z I \o { ♦♦♦•♦ TIE Aro EXISTING T = 83 92' T = 25 23' 1 I14. RECLAIM WATER IS NOT AVAILABLE. IRRIGATION WILL BE PROVIDED FROM POTABLE WATER THROUGH SEPERATE METER. I FrFND 1 S.J.R.W.M.D. PERMIT NO. 40-117-81632-2 I ii I �� •♦, CU ANOU'TI NOTE: ♦i♦ CH= _167.82 CH= 50.46 %� `\ ♦�� - _ CB=S 24S 0212 A SEPERATE SIGN PERMIT FOR MONUMENT SIGN, ME14U AND DIRECTIONAL C6= S 270212 W --- 11 ----__------____-- --_-- SIGNS SHALL BE APPLIED FOR BY THE CONTRACTOR. = - - ___=_---------------- _-_------------------- --- - ----- SITE INFORMATION STANDARD CONSTRUCTION DETAILS GENERAL WATER NOTES & ALL TRENCHES SHALL BE BACKFILLED WITH MATERIAL ACCEPTABLE To THE CITY LEGAL DESCRIPTION: GRADING AND DRAINAGE PLAN THESPEgFICATIONS�SI•IALL 2582 S. MAGUIRE ROAD, SUITE 355 LOT 2, LIVE OAK CENTER, AS RECORDED IN PIAT BOOK 62, PAGES 9, 10 AND 11 WITH A MINIMUM COMPAC11ON OF 95) PERCENT OF THE OPTIMUM LANDOWNER: DM HUBER FAMILY LP CITY OF SANFORD UTILITIES STANDARDS AND SPECIFICATIONS MANUAL - SECOND EDITION 1. THE CTTYS UTILITY DEPARTMENT SHALL BE NOTIFIED PRIOR TO BEGINNING DENSITY OF THAT MATERIAL BASED ON THE AAWM T-180 MODIFIED PROCTOR 2813 S. HIAWASSEE RD. STE. 108B STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN 2. ANY WATER SYSTEM CONSTRUCTION. E CONTRACTOR MAKE ALL ATTEMPTS TO LOCATE BURIED UTILITIES THE SWILL 7• TEST. THE OWNER SWILL EMPLOY AN INDEPENDENT TESTING LABORATORY ORLANDO, FL 32835STANDARD -JANUARY 2002 MID NOTIFY THE UTILITY COMPANIES 48 HR- PRIOR TO CO S1RUCT10N. SEWER UNE CONSTRUCTION SWILL BE ACCOMPLISHED BY THE USE OF A AT HIS OWN EXPENSE TO INSURE THAT COMPACTION OF ALL FILL (407) 253-0255 3- DEWATERING SWILL BE PROVIDED TO KEEP GROUNDWATER ELEVATION A REGULAR PAVEMENT ACCESS MATERIAL IS COMPLETED PROPERLY. TEST RESULTS SHALL BE FAX 253-1006 NUMBERS THE CITY. THE SHALL AT ALL TIMES, DURING PIPE LAYING, DEWATEIt THE MIIMUM OF 6 INCHES BELLOW WATER MAIN BEING PRALED• ') 6' LIMEROCIC BASE MIN OF 985 MOD. PROCTOR SUBMITTED TO THE CITY, OWNER AND ENGINEER. IT IS THE CONTRACTORS GROUND SUFFICIENTLY TO KEEP THE GROUNDWATER ELEVATION A MINIMUM CONTACT 4. UTIUTY TRENCH CONSTRUCTION SWILL CONFORM TO APPLICABLE CRY AND OF PIPEBUNG LAID THE AREA OF THE RESPONSIBILITY TO COORDINATE BACKFILL AND TESTING. GEOTECHNICAL: UNIVERSAL ENGINEERING SCIENCES WATER- CITY OF SANFORD (407) 330-5630 GAS - FLORIDA PUBLIC UTILITIES (407) 322-5733OSM 5• REQUIREMENTS- ALL WATER SERVICES SHALL BE ADJUSTED TO FINISH GRADE AND THE CAPS & THE CONTRACTOR SWILL BE RESPONSIBLE FOR 9CFEOI.NNG INSPECTION OF THE SEWER MAINS IN AOOORQANCE WITH THE CRY'S REQUIREMENTS. THE CONTRACTOR 911 BEVILLE ROAD, SUITE 3 WASTEWATER - CITY OF SANFORD (407) 330-5630 SOLID WASTE - CITY OF SANFORD (407) 302-9414 PARED BLUE TO MAKE THEM PLAINLY VISIBLE' SHALL BE REMOVED AND REPLACED WITH A DRY. COMPACTED, GRANULAR SHALL NOTIFY THE ENGINEER TO PERFORM "AS -BUILT' SURVEY OF THE SEWER S. DAYTONA, FL 32119 ELECTRIC -FLORIDA POWER & LIGHT CO. (407 328-0909 RECYCLING - CITY OF SANFORD 407) 302-9414 ( 6. WATER VALVES SHALL BE COMPLETELY OPENED BY THE CONTRACTOR UPON MATERIAL EXCAVATION AND BACKFILL- THE CONTRACTOR SWILL PROVIDE ADEQUATE MAINS PRIOR To THE INSPECTION BY THE CITY. (386) 756-1105 TELEPHONE - BELLSOUTH (407) 237-3082 UTILITY EMERGENCIES - CITY OF SANFORD (407) 322-4194 OF 95% OF MARSHALL) FINAL ACCEPTANCE OF NEW WATER SYSTEMS IN THE PRESENCE OF UTILITY 9, SHOULD CONFLICT OCCUR BETWEEN THE NOTES AND THE cnY'S SPECIFICATIONS THEN FAX 760-4067 FOC - EPIK COMMUNICATIONS (407) 482-8400 FOC - LEVEL 3 COMMUNICATIONS (877) 366-8344 THE SAFETY OF WORKMEN, AS WELL AS REPRESENTATIVES OF THE CITY. DEPARTMENT PER30NFEL MAX DENSITY PER AASHTO T-180 THE SPECIFICATIONS SHALL GOVERN - 12" STABILIZED SUBBASE (FBV 75 PSI)_ _MIN OF 98X MOD. PROCTOR MAX DENSITY PER VIBRIO T-180 (TYPE B STAKIZANION) Call 48 hours before you dig in Florida Ira the IFw 1-800-43.2-4770 Sunk. 3b" ons Cd of R rkW, Inc. INDEX OF SHEETS DWG.NO. 7' SHOULD CONII THENOTES AND THE CITY ��� THEN DEVELOPER / LEASEE: ALLIED DOMECQ LEGAL DESCRIPTION: GRADING AND DRAINAGE PLAN THESPEgFICATIONS�SI•IALL 2582 S. MAGUIRE ROAD, SUITE 355 LOT 2, LIVE OAK CENTER, AS RECORDED IN PIAT BOOK 62, PAGES 9, 10 AND 11 GENERAL SEWER NOTES OCOEE, FL 34761 PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. SITE DETAILS & CITY OF SANFORD DETAILS (407) 654-1556 1. THE CITY'S UTIUTIY DEPARTMENT SHALL BE NOTIFIED PRIOR TO ANY FAX 654-1491 PAVING LEGEND SEWER CONSTRUCTION. 2- SEWER UNE CONSTRUCTION SWILL BE ACCOMPLISHED BY THE USE OF A ENGINEER / SURVEYOR/ UPHAM, INC. 1 1/2' TYP! 'S-6' SURFACE COARSE LASER INSTRUMENT UNLESS MOTHER METHOD IS PREVIOUSLY APPROVED BY LANDSCAPE ARCHITECT: 265 KENILWORTH AVENUE REGULAR PAVEMENT ACCESS a MIN MARSIod STABILITY OF 1,300 LB (COMPACTED TO MIN C* 955 3- THE CITY. THE SHALL AT ALL TIMES, DURING PIPE LAYING, DEWATEIt THE ORMOND BEACH, FL 32174 ') 6' LIMEROCIC BASE MIN OF 985 MOD. PROCTOR GROUND SUFFICIENTLY TO KEEP THE GROUNDWATER ELEVATION A MINIMUM (386) 672-9515 MAX DENSITY PER AASHTo T-180 OF PIPEBUNG LAID THE AREA OF THE FAX 673-6554 6 STABILIZED SUBBASE_ (_F611 75 PSI) YIN OF 98X M00. PROCTOR 4. N.L6PIPES SHALL E LAID N A FIRMAN FOUNDATION. SOFT�ORHSPONC'Y BEDDING FOR PIPES WILL NOT BE ACCEPTED. ANY UNSUITABLE MATERIAL MAX DENSITY PER AASHTO T-180 (TYPE B STABILRATTON) SHALL BE REMOVED AND REPLACED WITH A DRY. COMPACTED, GRANULAR DRIVEWAY PAVEMENT 1 1/2• TYPE 'S -I' SURFACE COURSE MIN MARSHALL STABILITY OF 1.500 LB (COMPACTED TO MIN 5. MATERIAL EXCAVATION AND BACKFILL- THE CONTRACTOR SWILL PROVIDE ADEQUATE BETWEEN LOTS OF 95% OF MARSHALL) SHEETING AND BRACING OF EXCAVATION WORK IN ORDER TO PROVIDE FOR 8" UMERO(X BASE MIN OF 985 MOD. PROCTOR THE SAFETY OF WORKMEN, AS WELL AS REPRESENTATIVES OF THE CITY. MAX DENSITY PER AASHTO T-180 THE DESIGN ENGINEER. AND THE OWNER. 12" STABILIZED SUBBASE (FBV 75 PSI)_ _MIN OF 98X MOD. PROCTOR MAX DENSITY PER VIBRIO T-180 (TYPE B STAKIZANION) Call 48 hours before you dig in Florida Ira the IFw 1-800-43.2-4770 Sunk. 3b" ons Cd of R rkW, Inc. INDEX OF SHEETS DWG.NO. DESCRIPTION 1 SITE LAYOUT AND UTILITY PLAN 2 GRADING AND DRAINAGE PLAN 3 LANDSCAPE PLAN 4 IRRIGATION PLAN 5 SITE DETAILS & CITY OF SANFORD DETAILS 6 SITE DETAILS & CITY OF SANFORD DETAILS FOR CONSTRUCTION EXISW SPOT ELEVATION PER AERIAL EXISTING SPOT ELEVATION PER UPHAM VERIFICASIO 1 EXISTING CONTOUR r81 67, AS -BOLT El"ATION FROM LOMIE'S L___J PROPOSED ELEVATION ® PROPOSED INLET STRUCTURE IDENTTFIfATION 2•00% PROPOSED SLOPE DIRECTION AND PERCENT mm PROPOSED INLET STRUCTURE PROPOSED MANHOLE STRUCTURE PROPOSED CONTOUR 12 EXISTING PNCE TO REMAIN NUMBER INDI,ATES DIAMETER IN INCHES 12) EXISTING OAK TO REMAIN EXISTING OAK TO BE REMOVED NUMBER INDICATES DIAMETER IN INCHES X-] EXISTING PINE TO BE REMOVED n2110/041 REVISED PER 02/05 P&Z COMMENTS I RWS REVISED F REVISED REVISIONS ham, Inc. rganization of Engineers, Surveyors & Landscape Architects P.O. Boz 1105 • 265 Kenilworth Avenue • Ormond Beach, Florida 32174 (386)672-9515 • FAX (386)673-6554 LB# 0003612 • LC# 0000357 Visit us at: www.uphaminc.com 02003 SITE LAYOUT AND UTILITY PLAN 7 DUNKIN DONUTS LOT 2 LIVE OAK CENTER SANFORD, FLORIDA W.O. No.: 030718 DATE: NOVEMBER 11 2003 FILE NAME: H:\DUNKINDON 030718_CML Mw 9114" PE 11115m DRAWER No.:. DESIGN: RWS DRAFT: RTS CHECK- RWS y p SCALE: 1 " - 20' SHEET: 1 OF 6 SEAL