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2700 Orlando Dr - BC12-001635 (TACO BELL) (EXTERIOR REMODEL) (A)���F f'V III +IL II". f , �PII 117 nl111�6 4 _• r�tl1111 �1� �IhIP9ll�„ RI ILII r rPlre l��al�u�i11i i R r6 ua I rr=a`III h1 rR zs �;�11�IVIIIi�p l i A. ALL WORK SHALL CONFORM TO THE 2007 EDITION OF THE FLORIDA BUILDING CODE, AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF SANFORD AND COUNTY OF SEMINOLE. B. IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED. C. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. A201 LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE. D. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. E. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE YUM BRANDS CONSTRUCTION MANAGER, IN WRITING, PRIOR TO INSTALLATION. F. RETAIN THE PROJECT GEOTECHNICAL ENGINEER TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING (INCLUDING UTILITY TRENCHES) AND FOUNDATION PHASE OF CONSTRUCTION AS RECOMMENDED IN THE GEOTECHNICAL REPORT. ALL TESTING AND INSPECTION REPORTS, INCLUDING FINAL SUMMATION LETTER, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND OWNER. G.C. SHALL CERTIFY PAD ELEVATION PRIOR TO START OF FOUNDATION WORK. G. SUBMIT PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. YUM BRANDS WILL PAY FOR "CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER. H. PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY -PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. 1. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS, CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. J. GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESS OTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS. K. GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION. PROJECT GENERAL NOTES NAME ROOM NAME �XELEV. LETTER 1 AX. ELEV. SHEET SHEET NUMBER Q4 AX.X 2 DOOR NUMBER ��--- ELEVATION NUMBER /_V WINDOW NUMBER / DECOR ITEM NUMBER 3 ❑X EXTERIOR WALL FINISH NUMBER CEILING HEIGHT X KEY NOTE BLDG. SECTION LETTER X <X 000 EQUIPMENT NUMBER AX.X BLDG. SECTION SHEET XX ROOM FINISH NUMBER DETAIL NUMBER X � DIRECTION OF DETAIL INTERIOR ELEVATION DESIGNATION AX.X 1XI DETAIL SHEET REVISION NUMBER FD SHEAR WALL TYPE (STRUCTURAL) 40�01-011 BLDG. HEIGHT XXX 000 EQUIPMENT / FIXTURE NUMBER (M.E,P.) E REFERENCE POINT REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS LEGAL JURISDICTION: CITY OF SANFORD, FLORIDA BUILDING CODE; 2010 FLORIDA BUILDING CODE 2010 FLORIDA FIRE PREVENTION CODE (NFPA -1 & NFPA 101, 2009 FLORIDA EDITION) ELECTRICAL: NFPA 70, NATIONAL ELECTRICAL CODE, 2008 EDITION PLUMBING: 2010 FLORIDA BUILDING CODE, PLUMBING MECHANICAL: 2010 FLORIDA BUILDING CODE, MECHANICAL GAS: 2010 FLORIDA FUEL GAS CODE ENERGY: 2010 FLORIDA ENERGY CODE -CHAPTER 13 (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION) ACCESSIBILITY: 2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION BUILDING AREA; +/- 2,277 SF SEATING: 68 SEATS WHEEL CHAIR ACCESSIBLE (5% OF TOTAL) = 4 OCCUPANCY CLASSIFICATION; A2 TYPE CONSTRUCTION: V B - UNSPRINKLED BUILDING OCCUPANT LOAD: DINING AREA 1.020 G.S.F. (FIXED SEATS) = 68 OCCUPANTS KITCHEN 647 G.S.F @ '1 PER 200 SF = 4 OCCUPANTS OFFICE 66 G.S.F. C 1 PER 100 SF = 1 OCCUPANT STORAGE 378 G.S.F. @ 1 PER 300 SF = 2 OCCUPANTS TOILET ROOMS / CORRIDOR 166 G.S.F (NO OCCUPANTS)= 0 OCCUPANTS TOTAL 2,277 G.S.F 75 OCCUPANTS PHONE LINES: 25 PAIR CABLE IN 2" CONDUIT ELECTRIC SERVICE: 600 AMPS / 3 PHASE / 120-208 VOLT GAS: 819,900 BTUH PROJECT SUMMARY i THE PROJECT CONSISTS OF NEW CONSTRUCTION OF A TACO BELL RESTAURANT ON THE SITE OF AN EXISTING RESTAURANT OF APPROXIMATELY THE SAME AREA. THE WORK INCLUDES SITE WORK, CONCRETE AND MASONRY, WOOD STRUCTURAL COMPONENTS, MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS, AND BUILDING INTERIOR FINISHES. SIGNAGE, INCLUDING SITE SIGNS WILL BE INSTALLED UNDER A SEPERATE PERMIT. PROJECT SCOPE OWNER CHITCT E.A.P. MANAGEMENT CORP. LIS ARCHITECTURE 2501 HOLLYWOOD BLVD. 2572 WEST STATE ROAD 426 SUITE 2064, HOLLYWOOD, FLORIDA 33020 OVIEDO, FL 32765 PHONE: 954-920-1802 N PHONE: 321-244-0402 CONTACT: BURT SREBRENIK CONTACT: JUSTIN CHAMBERLAIN m M N-) N CXR a) 6 ) GENERAL C TRS TO T CTU AL. CW HAYES CONSTRUCTION COMPANY LIS ENGINEERING 821 EXECUTIVE DRIVE O LL 21430 PALM BEACH BLVD. OVIEDO, FL 32762 O) ALVA, FL 33920 PHONE: 407-366-1564 PHONE: 239-693-9244 CONTACT: WAYNE HAYES CONTACT: BOB CASE CIVIL ENGINEER E ICAL Z DEVELOPMENT SERVICES r� rq ELECTRICAL ENGINEER 720 EAST COLONIAL DRIVE 0 LIS ENGINEERING ORLANDO, FL 32803 N 2572 WEST STATE ROAD 426 SUITE 2064, PHONE: 407-748-5500 765 FL 3244- CONTACT: BOB Z.IEGENFUSS , PHONE: 321-244-0402 PHONE:, < CONTACT: CLARK STILWELL G 14ERAL. DRAWING SYMBOLS Alryy.. SEWER T,µ -111,w Elm)CITY OF SANFORD PUBLIC UTILITIES w ,NII°I 300 N PARK AVE SANFORD, FL ') �b,° , 4Ic�ra .Y CONTACT: RICHARD BLAKE PHONE: 407-330-5609 r ' - ` 'I 25th W`.25tt� ,�t � ..;, , ", State Hwy 18 A` S WATER r� 7t:" 1i I III �Illllw CITY OF SANFORD PUBLIC UTILITIES u�1,�1)v� elf � I � Illyl 300 N PARK AVE SANFORD, FL .Y s nil I'...`� Cflflj CONTACT: RICHARD BLAKE tl "a.r�af a PHONE: 407-330-5609 I �'I�IuluI11)I,n�4;�P41Via Z�a� GAS FLORIDA PUBLIC UTILITIES ��4r � �r �, �.�� n�S �,��5�r� � ,� 450 S HWY 17-92 IIIIIY f { V` tixgll T� y } )1,� DEBARY, FL 32713 4 �CL�,"t.rt�l�,�u�arlCSAva`. 3k� ��� �1vc1 CONTACT: DAN SCRIBBEN �PH ro: w:� « ONE: 386-688-9319 7 ' 4Y Lake Il X31 .� ELECTRIC hex a'�"d p� 11'� y'k"f1 I A J 2626 W SRFLORIDA 06 ER &LIGHT 4� 71t•'�' {YygN I Mw" 11 y? FYI � i�k� lrfi f.. �2 r� ` �C �� wow SANFORD, FL V771 a CONTACT: CHARLIE JOHNSON ��,B � ��'� � �llllbuBM w ,"emli��tat °u PHONE; 407-328-0922 PROJECT DIRECTORY TELEPHONE BELLSOUTH 500 N ORANGE BLOSSOM TRAIL ORLANDO, FL 32801 CONTACT: NICK FARRIS PHONE: 407-237-3082 TITLE/SITE C) 71- 00 T1.0 TITLE SHEET N '-1- N m M N-) N CXR a) 6 ) A0,1 DUMPSTER ENCLOSURE PLAN AND DETAILS o O n L0 O LL (0 O) (XJ m A0.2 DRIVE-THRU CANOPY DETAILS r� rq STRUCTURAL 0 0 `� D N U < < _j O r 81.0 STRUCTURAL NOTES L!J N u S2.0 FOUNDATION PLAN S2,1 BEAM FRAMING; PLAN W W Ld S3.0 ROOF FRAMING PLAN Lui _ C S4.0 STRUCTURAL DETAILS CIL z <l~ S5.0 STRUCTURAL DETAILS ARCHITECTURAL �) Lc) LS1.0 LIFE SAFETY PLAN V fes• N N � d - A1.0 FLOOR PIAN a Lt- O 0) 't I O O A1.1 DOOR & WINDOW ELEVATIONS & SCHEDULES _C-) N d _N •� A2.0 EQUIPMENT AND SEATING PLAN v) o r� A2.1 EQUIPMENT SCHEDULE , r cel U) (_c) W A3.0 ROOF PLAN cL v E CNI cu c • _ A4.0 EXTERIOR ELEVATIONS I- N C O CL 4 - A4.1 EXTERIOR ELEVATIONS A4.2 EXTERIOR ELEVATION DETAILS A5.0 WALL SECTIONS A5.1 TOWER SECTIONS -TACO BELL A6.0 CONSTRUCTION DETAILS - ROOF A6.1 CONSTRUCTION DETAILS - DOOR /WINDOW A6.2 CONSTRUCTION DETAILS - WALL, DOOR & WINDOW A6.3 CONSTRUCTION DETAILS A6.4 FINISH DETAILS A7.0 FLOOR FINISH PLAN A7.1 REFLECTED CEILING PLAN A7.2 FINISH SCHEDULE A8.0 INTERIOR ELEVATIONS - DINING ROOM A8.1 INTERIOR ELEVATIONS, ENLARGED RESTROOMS & OFFICE PLAN A8,2 INTERIOR ELEVATIONS - KITCHEN A8.3 INTERIOR ELEVATIONS - KITCHEN ILL ACCESSIBILITY ADA1.0 ACCESSIBILITY REQUIREMENTS MECHANICAL M1.0 MECHANICAL SCHEDULES AND NOTES M2.0 DUCT AND DIFFUSER PLAN M3.0 HOOD DRAWINGS - PLANS AND SECTIONS M4.0 MECHANICAL & HOOD DETAILS PLUMBING P1.0 PLUMBING SCHEDULES AND NOTES P2.0 WASTE AND VENT PLAN P3.0 WATER AND GAS PLAN P4.0 RISER DIAGRAMS P5.0 PLUMBING DETAILS ELECTRICAL E1.0 SITE ELECTRICAL PLAN _ E2.0 RISER DIAGRAM AND LEGEND E2.1 PANEL SCHEDULES AND LOAD SUMMARY E3.0 POWER FLOOR PLAN E31 ENLARGED POWER PLAN AND DETAILS E3,2 POWER ROOF PLAN E4.0 LIGHTING PLAN & SCHEDULE E5.0 COMMUNICATIONS PLAN E6,0 ELECTRICAL DETAILS VIII I . S . 1� A SHEET NE Go E= DONALD DIBERNARDO AR93507 /0 D L� 0 0 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 Lu TACO BELL 2700 S. ORLANDO DR. SANFORD, FL 32773 , mRB T - b07 n r C) 71- 00 N '-1- N m M N-) N CXR a) 6 ) o O n L0 O LL (0 O) (XJ m r� rq k 0 0 `� D N U < < _j O L!J N u W W Ld Lui _ C CIL z <l~ �) Lc) V fes• N N � d - a Lt- O 0) 't I O O _C-) N d _N •� Cil �', v) o r� , r cel U) (_c) iC) cL v E CNI cu c • _ I- N C O CL 4 - Go E= DONALD DIBERNARDO AR93507 /0 D L� 0 0 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 Lu TACO BELL 2700 S. ORLANDO DR. SANFORD, FL 32773 , mRB T - b07 n r CONCRETE BULLNOSE W L CAP PAINTED TO MATCH EXTERIOR CONT. BOND BEAM 2/ (2) # 'S FILL SOID W/ CONCRETE INTERIOR TO BE PAINTED SAME AS EXTERIOR 8" SPLIT FACE CMU, ALL CELLS FILLED. PAINT TO MATCH MAIN BUILDING #5 BAR IN CONC. FILLED C L AT 32" O.C. - 30" MIN. LAP SPLICE @ DOWELS o BEVELED CONC. CAP SMO TH 0 FINISH 8" SCH 40 G.S. PIPE FILLS WITH CONC. AND PAINTE HAZARD YELLOW 1/2" EXPANSION FILL SLIGHT BEVEL AWAY FRO CONC. FILLED BOLLARD ° EXPANSION JOINT F 4" CONC. SLAB W/3000PS1 ° x x CONCRETE w/#4 BARS @ 1 " O.C.E.W. CENTERED IN SL4B C) OVER 10 MIL. MIN VAPOR BARRIER ON TERMITE TREATED COMPACTED SO L (TYP. U.N.0) 24" DIA. MIN. 2500 PSI CON FOUNDATION 10" Nlv NOTE: (2) #5 REBARS (CONT.) VERIFY LOCATION OF ALL UNDER- GROUND W/ (1) #5 TRANSV. @ UTILITIES BEFORE EXCAVATION. 24" O.C., TYP. DUMPSTER WALL SECTION 1/2"=1'--0" DUMPSTER SIDE ELEVATION v2"=1'-0" I C ARCHITECTURAL SITE PLAN 8" SPLIT FACE CMU 6" SCH 80 SLEEVE (DO NOT WI 5" SCH 80 CONC. FILLED PIPE) 3"X2" O.D. TS FULLY WELDED MOVEABLE SLEEVE BEVELED CONCRETE CAP SMOOTH FINISH 1 Yz' GALV. PIPE FRAME - ALL OPEN ENDS G.C. TO PAIN APPLYING C( PLASTIC SLA 5" SCH 80 CC POLE - PAIN1 8" SPLIT FAC BLOCK WALL MATCH MAIN CHAIN LINK F CONSTRUCT COMPOSITE WOVEN IN Cl PAINT COLOI 1 1/2" O DIAG ADJACENT A Y2' EXPANSIC 24" X 24". M I P CONC. FOOT CANE BOLT. 3/4" O ATTAC PIPE WITH Il\ SLIGHTLY LP DIRECTLY TC 6X6-W1.4XW1.4-WWF CONTINUOUS THROUGHOUT 8"X12" DEEP THICKENED EDGE WITH 2"X2" O.D. TS GATE ASSEMBLY (1) #5 TOP AND WELDED TO SEAL INTERIOR O TUBING ALL EXPOSED ENDS M CHAIN LINK FENCE GATE BE CAPPED AND GROUND SMO CONSTRUCTION WITH COMPOSITE PLASTIC SLATS WOVEN IN CHAIN-LINK - PAINT COLOR WPA-TE , PAINTED GALVANIZED METAL \\ DECKING W/ FLUTES ORIENTE VERTICALLY, MECHANICALLY FASTENED TO FRAME ZERK GREESE FITTING 5" SCH 80 CONCRETE FILLED 1-1/2" SLOT CUT INTO TOP OF 6' 80 SLEEVE TO ALLOW 1350 DOC MOVEMENT (STOP TAKES ±4°) SOLID STEEL STOP: 1" BY 1" BAR WELDED TOP AND SIDES (NOT BOTTOM) HINGE PLAN DETAIL 3"=1'-0" T'/4" THK STL ICHOR W/ 8 O LT DUMPSTER SLAB 4 1° ANCHOR'SLEEVE4S SET IN °^ ° CONCRETE GATE LATCH DETAIL 1"=1'-o" G 5" SCH 80 CONCRETE FILLED POLE - PAINT TO MATCH CMU—'--- MU—'_36 1, lu _w. O MIN. 2500 PSI CONCRETE 36"0 41 FOOTING AT EA. PIPE COLUMN O LOCATION - CENTER COI . FOOTI N p U E.J. w O � ro 8" SPLIT FACE CMU, ALL CELLS FILLED. (o) DENOTES #5 BAR IN CONC. FILLED CELL AT INTERIOR OF CMU WALLS TO BE STUCK FLUSH JOINTS AND PAINTED TO SEAL BLOCK SAME COLOR A. EXTERIOR. 4" CONCRETE SLAB W/ 3000PSI CONCRETE W/ #4 BARS @12" O.C. E.W. CENTERED IN SLAB OVER 10MIL. MIN. VAPOR BARRIER ON TERMITE TREATED COMPACTED SOIL (TYP. UNO) 6"0 SCH 40 GRADE STEEL PIPE SET IN 3'-0" DEEP x V-6" 0 CONCRETE FOOTING -FILL PIPE W/ CONCRETE RADIUS FILL AT TOP - PAINT PIP YELLOW (TYP. DUMPSTER FRONT GATE ELEVATION 1/2"=1'-0" 1 B EDGE OF CONCRETE APRON TO BE FLUSH WITH ADJACENT PAVEMENT B A0A lw GALV. SLEEVE FOR CANE BOLTS - TYPICAL c� i UD 1 1, lu _w. p) 41 U E.J. O (v 00 p U E.J. w O � ro 0) C)) C. J. �I rr) I I fr) fr) C.J. fr) ft) c7 6) M cp c4 (3) cv CC) CO mr 6) m CK (D E O r- 10 CUBIC YARD DUMPST BY OTHERS 10 CUBIC YARD DUMPST BY OTHERS a) � � T m d 0 c p CNI o— __c_- CL to LLJ Q--_ CD :::D Z 0 W LJJ f- W o Q LTJ a 2,_8„ 4,^8„ 6,_8„ 51_0„ 2,_4„ 8" 22'-8" c� i UD fi) Q0 Cv eJ Cv p) N 'J- 6) (v 00 p C) �} ro 0) C)) av) 0) �I rr) I I fr) fr) 0 C) fr) ft) c7 6) M cp c4 (3) cv CC) CO mr 6) m — (D E O r- o 0 0 Z � � T m d c p CNI __c_- CL to LLJ Q--_ CD :::D Z W LJJ f- W Q LTJ fi) Q0 C\l p) N 'J- aLL�t-� p C) �} v- -p av) 0) �I •ti – C) % cv . s— .N O V) C\I V) Cp ["9 — (D E r- o 0 0 MAY 15 2012 DONALD DIBERNARDO AR93507 - A0.1 0 0 N Q i a) C A0.1 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: �r STORE NUMBER: i LIS NUMBER: 2011-032 DUMPSTER ENCLOSURE PLAN 1/2"=1'-0" 1 A dos Aug PLOT DATE: CORNER DIMENSIONS DEVICE RA DUS A Bpp C 15'-0" 12'-5" 4'-U" 1'-0" 18'-0" 12'-6" 4'-8" V-3" 20'-0" 12'-7" 4'-8" -1'-5" NOTES 1. IF EXISTING OCB LOCATION IS TO BE REUSED, CENTERLINE OF OCB FOOTING CAN BE BETWEEN T-10" AND 2'-10" FROM THE FACE OF CURB. 2• CENTERLINE OF CANOPY FOOTING MUST BE WITHIN 18" OF FACE OF CURB. 3. ALL AREAS OF THE MB MUST BE VISIBLE TO DRIVER LOCATED AT OCB. ASUME DRIVERS LOCATION IS 24" FROM FACE OF CURB, CENTERED ON GCB. 4. CENTER OF MB TO BE 9'-0" TO 12'-0" FROM DRIVERS POINT OF VIEW. ESTIMATED POSITION OF DRIVERS HEAD ALIGNED WITH CENTER OF CANOPY CUR FACE OF CURB N, �3'IS (k 6" DIA. CONCRETE FILLED 30" HIGH BOLLARD. SEE DETAIL 8/C1.0 "I 5 PANEL SINGLE BRAND MENU BOARD (91.5" WIDE) CENTER POINT OF BASE. SEE 6/C1.1 FOR FOOTING DETAIL i CANOPY, SEEPETAIL �— 2/C 1.1 F09 FOOTING DELAI� O.RIJER CONFIRMATION i BOARD (OCB), SEE 6/C1.1 FOR FOOTING DETAIL Iq a 80'-0" TO CENTER OF D/T WINDOW ENLARGEDf' DETAIL t °00000 vogo CANOPY 120V, 6OHz, 4A USED SAME TIMED CIRCUIT AS MENU BOARD (3) 1" DATA CONDUITS - TO BLDG. (1) 3/4" �\ POWER CONDUIT TO BLDG. ORDER CONE BOARD. (1) 1" DATA CONDUITS - 120V, 60Hz, 0.45A TO BLDG. (1) 3/4" ISOLATED GROUND POWER CONDUIT TO CIRCUIT ALWAYS HOT BLDG. (UN -TIMED) I.G. RECEPTACLE, INSTALLED IN BASE OF SPEAKER POST. NOTE: SOLDER & INSULATE BOTH MAG. LOOP CONN. f MAGNETIC LOOP FOR PRE -PAY WINDOW. RUN ALL LOOP SENSOR WIRING TO POINT OF CONNECTION AT THE DRIVE-THRU — TIMER. (1) 3/4" POWER CONDUIT TO BLDG. FROM CANOPY ENU BOARD EXTEND CONDUIT TO ABOVE CEILING PRE -PAY WINDOW EXTEND CONDUIT TO ABOVE CEILING DRIVE-THRU WINDOW / PREFAB MAGNETIC LOOP (SEE SCOPE OF WORK) o LOCATE 2" BELOW TOP OF CONCRETE PAVEMENT. r _*RIVE-THRU COMMUNICATIONS ISOMETRIC N,T.S. NOTE: BOLT PATTERN PROVIDED AS EXAMPLE - OBTAIN ANCHOR BOLT TEMPLATE FROM SUPPLIER MENU/PREVIEW BOARD DIRECTIONAL SI T.Q. FOOTING - TOBET' BELOW GRADE iumalm CONDUIT SCHEDULE DEVICE 0 DAM ❑ W z < ❑ 1 4I w o¢w OCE3 m JOCa pl., Lc ¢mom 1) " zzra1 OO[ii Lr a a<. U� 5:m L,J Qc�Li-o craw IT ooW03 ; cV r3" DIRECTIONAL SIGN FOUNDATION-----14"DIA--- ORDER CONF. BOARD FOUNDATION- __- MENU/PREVIEW BOARD FOUNDATION1B" 12" DIA. -18" DIA - DIA. CONDUIT SCHEDULE DEVICE POWER DAM DIRECTIONAL (1)' SITE NUMBER: OCE3 STORE NUMBER: pl., MENU BOARD 1) " DIRECTIONAL SIGN MENU/PREVIEW BOARD CONDUIT, SEE SCHEDULE FOR REQUIREMENTS \ — ANCHOR BOLTS: (4) 2' DIA. Cg) DIRECTIONAL SIGNS (4) "" DIA. @ MENU BOARD FULL J THREAD GRADE (3) #3 TIES @ 2 O.C. —(4) #5 BARS VERT. W/ (4) #3 TIES @ 12" O.C. NOTE: ALL CONDUIT TO BE MIN. 12" BELOW GRADE OT LOCAL FROS f DEPTH AND PROJECT 3" ABOVE FOUNDATION DIRECTIONAL SIGN BARS ORDER CONF• BOARD BARS MENU/PREVIEW BOARD BARS rv- PORTAL FOOTING DETAIL 1/2" = V-0" 1" 0 ANCHOR BOLTS MIN. EMBEDDMENI T.U. FOOTING V BELOW GRI #6 REBAR W REBAR TIES 180 x 60" or 72" L FOUNDATION (Cu CU. YD. CONCRE CANOPY PORTAL f\DE D CONDUIT TO SUPPLY \NOPY ONLY) SURFACE OF DRIVE THRU LANE C°V I _ 1'-3 � (i 6" 0 STEEL POST FILLED WITH CONCRETE 6" WIDE x 24" DEEP CONCRETE= CURB --� 1�- 1_I7-_1 _1 .. ,. v 4,3. �`I I -I 1.8 I I IONICRE"fE 4. d I I iy � R DETAIL1 z DONALD DIBERNARDO AR93507 III K.a CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 FOOTINGS, WALLS, & BOND BEAMS 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 OR C 145 AND SHALL HAVE MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. 2. MORTAR SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH ASTM C 270. 3. GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 INCH PLACED AT A 8 TO 11 INCH SLUMP AND HAVE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476. 4. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. 5. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A 615, A 616, A 617, OR A 706. 6. JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS: ASTM A 82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIES. ASTM A 36 FOR PLATE, HEADED AND BENT BAR ANCHORS. ASTM A 366 FOR SHEET METAL ANCHORS AND TIES. 7. METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTHUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641, CLASS I. 8. ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. 9. MORTAR JOINTS FOR SOLID MASONRY SHALL BE FULL HEAD AND BED JOINTS. BED JOINTS SHALL BE 3/8 INCH (N 1/8 INCH) THICK. HEAD JOINTS SHALL BE 3/8 INCH (-I- 3/8 INCH OR - 1/4 INCH) THICK. '10. THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS SHALL BE PERMITTED TO VARY IN THICKNESS FROM A MINIMUM OF 1/4 INCH TO A MAXIMUM OF 3/4 INCH, 11. MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND CONSTRUCTION. 12, WHEN MASONRY UNITS ARE LAID IN STACK BOND OR RUNNING BOND, A 9 -GAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON CENTER. 13. LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR OR GROUT WITH MINIMUM COVER OF 5/8 INCH WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 INCH WHEN NOT EXPOSED TO EARTH OR WEATHER. 14. REINFORCING STEEL SHALL BE NO. 5 BARS. 15. SPLICES SHALL BE LAP SPLICES. 16. NONCONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING BARS ARE NOT SPACED FARTHER APART THAN 5 INCHES. 17. SPLICE LENGTHS SHALL BE MINIMUM OF 25 INCHES. 18. REINFORCEMENT MAY BE BENT IN THE SHOP OR IN THE FIELD PROVIDED: ALL REINFORCEMENT SHALL BE BENT COLD, AND THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX BAR DIAMETERS, AND REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, EXCEPT WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH. 19. FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE 3 INCHES. 20. FOOTINGS FOR STEMWALL FOUNDATIONS SHALL BE A MINIMUM OF 16" THICK BY 24" WIDE, WITH THREE (3) #5 REINFORCING BARS. 21. FOOTING FOR MONOLITHIC SLAB ON GRADE FOUNDATIONS SHALL BE A MINIMUM OF 16" THICK BY 24" WIDE, WITH THREE (3) #5 REINFORCING BARS. 22. IN NARROW FOOTING WHERE INSUFFICIENT WIDTH IS AVAILABLE TO ACCOMMODATE A STANDARD 90 DEGREE HOOK AND PROVIDE THE REQUIRED CONCRETE COVER, THE HOOK SHALL BE ROTATED IN THE HORIZONTAL DIRECTION UNTIL THE REQUIRED CONCRETE COVER IS ACHIEVED. 23. FOR CAST -IN-PLACE TIE BEAMS THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 1 1/2 INCHES. 24. REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/2 INCH BETWEEN REINFORCING BARS AND ANY FACE OF A CELL. 25. REINFORCING BAHS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OR NOT LESS THAN 2 INCHES. 26. CLEANOUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAINING SPLICED REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. 27, WHERE CLEANOUT OPENINGS ARE REQUIRED, AN OPENING SHALL BE PROVIDED IN THE BOTTOM COURSE OF THE MASONRY CELL TO BE FILLED. 28, CLEANOUT OPENINGS SHALL HAVE MINIMUM AREA 01712 SQUARE INCHES AND A MINIMUM OPENING DIMENSION OF 3 INCHES. 29. MASONRY PROTRUSIONS EXTENDING ,1/2 INCH OR MORE INTO CELLS OR CAVITIES TO BE GROUTED SHALL BE REMOVED FOR GROUT POURS OVER 5 FT. 30. SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, LOOSE AGGREGATES, AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. 31, A SOIL OR WASTE PIPE OF A BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE SLEEVE TWO PIPES IZES GREATER THAN THE PIPE PASSING THROUGH. 32.THE TOP AND BOTTOM OF ALL FOOTINGS SHALL BE LEVEL. THE BOTTOM OF ALL FOOTINGS, EXCEPT MONOLITHIC SLAB -ON -GRADE INTERIOR FOOTINGS, SHALL BE A MINIMUM OF 12" BELOW FINISHED GROUND LINE. 33.THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS OR BY BENDING THE BAR IN ACCORDANCE WITH NOTES HEREIN, IN BOTH CASES, THE MINIMUM BAR LAP SHALL BE 25 INCHES. 34. FOUNDATION STEMWALLS SHALL BE 10 INCHES THICK, AND SHALL HAVE SAME VERTICAL REINFORCING AS THE WALL ABOVE. 35. FOOTING DOWELS BARS SHALL BE PROVIDED FOR ALL REQUIRED VERTICAL WALL REINFORCEMENT IN THE FOLLOWING LOCATION: AT ALL CORNERS, AT EACH SIDE OF EACH OPENING, AT ALL OTHER REQUIRED VERTICAL WALL REINFORCEMENT AT ALL HIP GIRDER BEARING POINTS, 36. FOOTING DOWEL BARS AT EACH LOCATION SHALL BE SAME SIZE AND QUANTITY AS THE VERTICAL WALL REINFORCEMENT ABOVE. 37, ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND SHALL BE EMBEDDED A MIN. OF 6" INTO FOOTINGS. 38. CONCRETE SLAB -ON -GRADE SHALL BE CAST IN PLACE AND SHALL BE 4 INCHES THICK MINIMUM. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 PSI AT 28 DAYS. 39. THE MINIMUM THICKNESS OF EXTERIOR MASONRY WALLS SHALL BE 8 INCHES. 40. A REINFORCED TIE BEAM SHALL BE PROVIDED AT THE TOP OF EACH EXTERIOR WALL, 41. TIE BEAMS SHALL BE 8"X '16" HIGH CAST -IN-PLACE CONCRETE, 42. TIE BEAM REINFORCEMENT SHALL BE FOUR NO. 5 BARS EXCEPT WHERE NOTED. 43. REINFORCEMENT SHALL BE LOCATED IN THE TOP AND BOTTOM OF 16 INCH BOND BEAMS. 44. REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS. SEE STRUCTURAL DETAILS. 45. WHERE MORE THAN ONE BAR IS REQUIRED, ONLY ONE OF THE BARS MUST BE CONTINUOUS AROUND CORNERS. 46. FOR VERTICAL REINFORCEMENT ONE NO.5 BAR IN A GROUTED CELL SHALL BE PROVIDED IN EACH CORNER, INCLUDING INTERIOR CORNERS AND CORNERS CREATED BY CHANGES IN WALL DIRECTION BY OFFSETTING OF WALLS SUCH AS AT PROJECTED BAYS AND INSET PORCHES. 47. FOR VERTICAL REINFORCEMENT ONE NO. 5 BAR SHALL BE PROVIDED ON EACH SIDE OF OPENINGS. 48. IN ADDITION TO VERTICAL REINFORCEMENT REQUIRED AT CORNERS, AT OPENINGS, AND AT HIP GIRDER BEARING POINTS, VERTICAL REINFORCEMENT CONSISTING OF ONE NO. 5 BAR SHALL BE PROVIDED EVERY 6 FEET ON CENTER MAXIMUM. 49. ALL VERTICAL WALL REINFORCEMENT SHALL BE TERMINATED IN THE BOND BEAM AT THE ROOF LEVEL WITH A STANDARD HOOK. THE HOOK MAY BE FORMED BY BENDING THE VERTICAL WALL REINFORCEMENT IN ACCORDANCE WITH NOTES HEREIN OR BY LAP SPLICING TO A STANDARD HOOK. THE HOOK SHALL EXTEND TO THE UPPER MOST HORIZONTAL REINFORCEMENT OF THE BOND BEAM AND SHALL BE EMBEDDED A MINIMUM OF 6 INCHES INTO THE BOND BEAM,. SEE STANDARD DETAILS. 51.CONTIN000S TIE BEAMS ACTING AS LINTELS SHALL BE 16 INCHES HIGH HAVE TOP AND BOTTOM REINFORCEMENT CONTINUOUS OVER THE WALL AND OPENING, THE AMOUNT OF REINFORCEMENT SHALL BE AS FOLLOWS; UNLESS ADDITIONAL REINFORCEMENT IS REQUIRED DUE TO LARGE BEARING LOADS (I.E. HIP GIRDER BEARING POINTS). 523IE BEAMS SHALL HAVE TOP AND BOTTOM REINFORCEMENT CONTINUOUS OVER OPENINGS. 53.TIE BEAMS WHICH HAVE ADDITIONAL REINFORCEMENT OVER OPENINGS WHICH IS IN ADDITION TO THAT REQUIRED OVER THE WALL SHALL EXTEND PAST THE OPENING A MINIMUM OF 24". A. OPENINGS UP TO G-0" SHALL HAVE FOUR (4) #5 BARS. B. OPENINGS FROM G-1" TO 8"-0" SHALL HAVE FIVE (5) BARS. TWO (2) TOP AND THREE (3) BOTTOM. C, OPENINGS FROM 8'-'1" TO '12'-0" SHALL HAVE SIX (6) BARS, TWO (2) TOP AND FOUR (4) BOTTOM. D. OPENINGS FROM 12'-1" TO 16'-0" SHALL HAVE SEVEN (7) #5 BARS. TWO (2) TOP AND FIVE 5) BOTTOM, WITH #3 STIRRUPS AT 8" O.C., OR TWO (2) #5 TOP AND FOUR (4) #7 BOTTOM, WITH STIRRUPS AT 8" O.C. 54. STEMWALL FOUNDATION HEIGHT SHALL NOT EXCEED 3'-0" FROM FINISHED GRADE TO TOP OF MASONRY. 55. COLUMNS SHALL BE CONSTRUCTED OF STANDARD MASONRY UNITS. 56. MAXIMUM COLUMN HEIGHT (TO THE TOP OF THE BOND BEAM) SHALL BE 10 FT. 57. COLUMNS SHALL CONTAIN A MINIMUM OF FOUR VERTICAL BARS, ONE IN EACH CORNER. A. VERTICAL COLUMN REINFORCEMENT SHALL BE FOUR NO. 3 BARS FOR 8X8 INCH COLUMNS AND FOUR NO. 5 BARS FOR ALL OTHER COLUMN SIZES. B. CLEARANCE FROM THE VERTICAL BAR TO THE MASONRY FACE SHELL SHALL BE 1/2 INCH. MINIMUM COVER FOR CAST IN PLACE COLUMNS SHALL BE 1 1/2 INCHES OVER THE COLUMN TIES. 58. CONNECTION OF COLUMNS TO THE FOUNDATION BELOW AND TO THE BOND BEAM AT THE TOP SHALL BE AS FOLLOWS: A. 8X8 INCH COLUMN: ONE NO. 5 STANDARD 90 DEGREE HOOK INTO THE SUPPORT AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. B. 8X16 INCH COLUMN: TWO NO. 5 STANDARD 90 DEGREE HOOKS (ONE IN EACH CELL) BOTH AT THE BOTTOM AND AT THE TOP. C. '12X12 INCH COLUMN AND 16X16 INCH COLUMN: BOTTOM: FOUR NO. 5 STANDARD 90 DEGREE HOOKS (ONE AT EACH VERTICAL BAR) EXTENDING FROM THE FOUNDATION AND SPLICED WITH THE VERTICAL COLUMN REINFORCEMENT; TOP: FOR CORNER COLUMNS, THREE NO. 5 STANDARD 90 DEGREE HOOKS INTO THE BOND BEAM, MINIMUM, EACH SPLICED TO A VERTICAL COLUMN BAR. FOR COLUMN LOCATED OTHER THAN AT A CORNER, TWO NO.5 STANDARD 90 DEGREE HOOK INTO THE BOND BEAM SHALL BE SPLICED TO SEPARATE VERTICAL COLUMN BARS. 59. LATERAL TIES OF A MINIMUM 1/4 INCH DIAMETER SHALL BE USED TO ENCLOSE VERTICAL COLUMN REINFORCEMENT AS FOLLOWS: A. MAXIMUM VERTICAL SPACING OF LATERAL TIES SHALL BE 12". B. LATERAL TIES MAY BE PLACED IN MORTAR JOINTS (PROVIDED THEY ARE NO LARGER THAN -1/4 INCH DIAMETER). C. THE BOTTOM LATERAL TIES SHALL BE LOCATED VERTICAL NOT MORE THAN 1/2 A LATERAL TIE SPACING ABOVE THE TOP OF THE FOOTING, D. THE TOP LATERAL TIE SHALL NOT BE MORE THAN '1/2 A LATERAL TIE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT IN THE BEAM ABOVE. 60. A STEMWALL FLOATING SLAB FOUNDATION SHALL NOT BE PERMITTED UNDER THE UNENCLOSED WALLS OF A BUILDING. 61. ALL CONCRETE IS TO MIXED, TRANSPORTED, AND PLACED IN ACCORDANCE WITH THE LATEST ACI SPECIFICATIONS AND RECOMMENDATIONS. 62. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF, AND THE EXISTING SOIL BEING A GRANULAR MATERIAL SHOULD POOR SOIL CONDITIONS BE FOUND IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER PRIOR TO COMMENCING. 63. PROVIDE GRANULAR FILL, CLAY MATERIALS ARE UNACCEPTABLE. EXISTING SOIL UNDER FOOTING AND SLABS SHALL BE CLEAN AND COMPACTED TO 95% OF AASHTO T-99, PER FBC SEC. 84404.4.3.1.64. FILL SHALL BE PLACED AND COMPACTED IN ONE FOOT LIFTS. 65. A CONCRETE SLAB -ON -GRADE USED IN CONJUNCTION WITH EXTERIOR STEMWALL FOUNDATIONS SHALL HAVE 6X6 NO. 10 WELDED WIRE FABRIC AT MID -HEIGHT OR SYNTHETIC FIBER REINFORCEMENT IN THE SLAB AND THE SLAB SHALL BE KEYED INTO OR TIED TO THE FOUNDATION, 66. A DOUBLE LAYER OF WELDED WIRE FABRIC SHALL BE PROVIDED AROUND "THE PERIMETER OF THE CONCRETE SLAB A DISTANCE OF 3 FT. FROM THE EDGE. 67. WELDED WIRE FABRIC SHALL CONFIRM TO ASTM A-185 AND FREE OF OIL AND RUST. IT SHALL BE INSTALLED IN LENGTHS AS LONG AS POSSIBLE AND LAPPED A MINIMUM OF SIX INCHES, 68. PROVIDE (1) #5 ELECTRICAL GHOUND TO FOUNDATION STEEL. 69. A 6 MIL MINIMIUM POLYETHYLENE DAMPROOFING VAPOR BARRIER SHALL BE PROVIDED, PER FBC 8320.1.4. ANDR506.2.3. 70. FILL SHALL BE TERMITE TREATED AND A "CERTIFICATE FOR TERMITE TREATMENT" IS REQUIRED ON THE PERMIT BOARD PURSUANT TO FBC SEC, 105.10 AND FBC 8320.1. 71. ALL FOOTINGS SHALL BE A MINIMUM OF 12" BELOW FINISHED GRADE. 72. THE TOP OF SLAB SHALL BE A MINIMUM OF 8" ABOVE FINISHED GRADE FOR WOOD FRAME CONSTRUCTION. 73. THE TOP OF SLAB SHALL BE A MINIMUM OF 4" ABOVE FINISHED GRADE FOR MASONRY VENEER AND A MINIMUM OF 6" ELSEWHERE. CONCRETE SHALL MEET ALL THE REQUIREMENTS OF ACI 301-84 WITH TYPE I OR II CEMENT. MINIMUM 28 DAY STHENGTH - 30001`31 UNLESS NOTED OTHERWISE. CURBS, GUTTERS, WALKS, EXTERIOR SLABS, AND TRUCK RAMP: 4000PSI INTERIOR SLAB AT OFFICES AND SALES AREA: 3000 PSI NO ADMIXTURES WITHOUT APPROVAL. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINIUM. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND EMBEDDED ITEMS. MAXIMUM SLUMP - 4". DO NOT TAMP SLABS. USE ROLLER BUG, VIBRATING SCREED OR BULL FLOAT TO FINISH, SEE SPECIFICATIONS FOR CURING. CAST SLABS ON GRADE IN ALTERNATE SECTIONS, UNLESS PERMANENT FORMS ARE USED. WAIT 48 HOURS BETWEEN ALL ADJACENT CONCRETE CASTINGS, REVIBRATE TOPS OF COLUMNS AND CAISSONS SOON AFTER PLACING CONCRETE, TO CLOSE PLASTIC SHRINKAGE CRACKS. MINIMUM STRENGTH FOR REMOVAL OF FORMS AND SHORING SHALL BE 70% OF SPECIFIED STHENGTH AT 28 DAYS. USE OF FLY ASH IS NOT PERMITTED FOR ANY CONCRETE USED IN SLABS. MASONRY REINFORCED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH = 1500 PSI. MASONRY UNITS SHALL CONFORM TO ASTM C90. MORTAR SHALL CONFORM TO ASTM C270, TYPE S, 1800 PSI. GROUT SHALL CONFORM TO ASTM C476,2000 PSI. MECHANICALLY VIBRATE GROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND AGAIN ABOUT 5 MINUTES LATER. MAXIMUM GROUT LIFT WITHOUT CLEANOUTS 60". STAY EACH END OF EACH VERTICAL REBAR USING SINGLE WIRE AND LOOP TYPE TIES. MAXIMUM VERTICAL SPACING OF TIES 8"-0" SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINTS. LOCATE AT 32 FEET MAXIMUM O.C, U.N.O., BUT NOT LESS THAN 2'-0" FROM A BEARING PLATE OR FROM A JAMB OF AN OPENING WIDER THAN 4'-0", U.N.O. BACKFILL AGAINST MASONRY WALLS IS NOT PERMITTED UNTIL SUFFICIENT LATERAL SUPPORT IS PROVIDED. MINIMUM VERTICAL REINFORCING TO BE # 5 @ 48" Q.C. PROVIDE (2) NO. 3 BARS IN BED JOINT IMMEDIATELY ABOVE AND BELOW OPENINGS IN BEARING WALLS. EXTENDING 24" BEYOND EACH JAMB, FOR ALL OPENINGS LESS THAN 2'-0" IN SIZE. PROVIDE HORIZONTAL JOINT REINFORCEMENT ARE ANCHORED TO FLOORS. PLACE BARS AT ROOF AND FLOOR LINES CONTINUOUS THROUGH CONTROL JOINTS. (1) NO. 5 AT 16" O.C. IN ALL WALLS U.N.O. MASONRY WALLS HAVE BEEN DESIGNED TO SPAN VERTICALLY AS SIMPLE SPANS FROM FLOOR TO ROOF AND ARE DEPENDENT UPON THE COMPLETED ROOF STRUCTURE, METAL ROOF DECK, AND COMPLETION OF ALL MASONRY WALLS FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING ALL NECESSARY BRACING AS REQUIRED FOR CONSTRUCTION LOADS, FOR STABILITY, AND RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THE ENTIRE STRUCTURE IS COMPLETE. THE SHORING SHALL NOT RELY ON ANY MOMENT RESISTANCE CAPACITY OF THE FOOTINGS. CONCRETE FLOORS 1. CONCRETE FLOORS SHALL BE CAST IN PLACE. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI AT 28 DAYS. 3. THE TOP OF A MONOLITHIC SLAB -ON -GRADE SHALL BE AT LEAST 8 INCHES ABOVE FINISHED GRADE. 4. THE SLAB SHALL BE 4 INCHES THICK. 5. THE SLAB SHALL HAVE 6X6 NO. 10 WELDED WIRE FABRIC AT MID -HEIGHT ORS YNTHETIC FIBER REINFORCEMENT. 6. A DOUBLE LAYER OF WELDED WIRE FABRIC SHALL BE PROVIDED AROUND THE PERIMETER OF THE SLAB OF A DISTANCE OF 3 FT. FROM THE EDGE, SEE DETAIL SHEETS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND FREE OF OIL AND RUST. IT SHALL BE INSTALLED IN LENGTHS AS LONG AS POSSIBLE LAPPED A MINIMUM OF SIX INCHES. STUCCO APPLICATION OF STUCCO (PORTLAND CEMENT PLASTER) SHALL BE IN ACCORDANCE WITH ASTM C 926, APPLICATION OF PORTLAND CEMENT BASED PLASTER. APPROXIMATE THICKNESS= 5/8". STRUCTURAL STEEL ASTM A-36, EXCEPT AS FOLLOWS: PIPE STEEL: ASTM A-53 GRADE B, OR A-501. TUBE STEEL: ASTM A-500 GRADE B. BOLTS AND PLAIN ANCHORS: ASTM A-307. LATEST AISC HANDBOOKS AND CODES APPLY. MINIMUM EMBEDMENT OF ALL BOLTS IN GROUT OR CONCRETE SHALL BE 8" WITH A 3" HOOK. WELDED ANCHORS AND SHEAR CONNECTORS SHALL BE ICOB APPROVED NELSON, KSM OR EQUAL. ALL STEEL FABRICATION SHALL BE BY AN APPROVED FABRICATOR. ALL STEEL BEARING TO BE ON A BOND BEAM, SOLID BLOCK CONCRETE OR STEEL DESIGNED FOR BEARING, WELDING ALL CONSTRUCTION AND TESTING PER AMERICAN WELDING SOCIETY CODES AND RECOMMENDATIONS. ALL WELDING SHALL BE DONE BY WELDERS HOLDING CURRENT VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN TYPE OF WELD CALLED FOR. WELDING RODS TO BE LOW HYDROGEN TYPE, E70. ALL BUTT WELDED SPLICES IN MATERIAL THICKER THAN 5/16" SHALL BE INSPECTED BY AN INDEPENDENT TESTING LABORATORY, TO CERTIFY ALL SPLICES AS MEETING OR EXCEEDING STRENGTH OF MATERIAL SPLICED. TWO COPIES OF ALL TEST REPORTS AND A LETTER OF SUCH CERTIFICATION SHALL BE SUBMITTED TO THE ARCHITECT. ALL WELDING OF REINFORCING SHALL CONFORM TO THE "STRUCTURAL WELDING CODES - REINFORCING STEEL", AWS D1.4-83. WELDS INDICATED MAY BE MADE IN SHOP OR FIELD WITH APPROVAL. LIGHT GAUGE STUDS 1. ALL MEMBERS SHALL BE FORMED FROM CORROSION -RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A653-94 AND SHALL BE ZINC COATED MEETING ASTM A924. MINIMUM YIELD STRENGTH SHALL BE 33,000 PSI FOR ALL 20 GAUGE AND 18 GAUGE MEMBERS; AND 50,000 PSI FOR ALL 16 GAUGE, AND 12 GAUGE STUDS. PROPERTIES SHALL BE AS MANUFACTURED BY METAL STUD MANUFACTURERS ASSOCIATIONS PER LC,B4O. NO. 4943 OR APPROVED EQUAL. 2. STUDS SHALL BE A MINIMUM 20 GAUGE "C" SHAPE, 1-5/8" WIDE, OF THE DEPTHS AND SPACING SHOWN ON DRAWINGS. TRACKS SHALL BE 18 GA., WITH A MINIMUM FLANGE OF 1-1/4" 3. BRIDGING SHALL BE COLD ROLLED CHANNEL, MINIMUM 1-1/2" DEEP WITH 9/16" FLANGE WIDTH, SPACE BRIDGING AT 4"-0" MAXIMUM U.C. VERTICALLY. DOUBLE UP STUDS AT ALL JAMBS, ALL CONNECTIONS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 4. SPLICE IN HEAVY GAUGE FRAMING MEMBERS, OTHER THAN RUNNER TRACK SHALL NOT BE PERMITTED. ANCHOR RUNNER TRACK TO CONCRETE WITH 0.177 0 X 1-1/2" HILTI FASTNERS OR EQUAL AT 16" O.C. MAX. FASTENERS & CONNECTORS 1. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN THE FLORIDA BUILDING CODE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. WHERE FASTENERS ARE NOT OTHERWISE SPECIFIED FASTENERS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 2304.91 OF THE 2010 EDITION OF THE FLORIDA BUILDING CODE. NAILS, SCREWS, OR BOLTS SHALL BE ABLE TO RESIST THE FORCES IN THIS CODE. 3, UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE NAILS. FOR EXAMPLE, 8D = 2 1/2 INCHES LONG X 0.131 -INCH DIAMETER. SEE TABLE 12.313, COLUMNS 2, 3, AND 4, IN THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS, AS DETERMINED BY THE BUILDING OFFICIAL, SHALL BE STAINLESS STEEL, OR HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO FORM A ZINC COATING NOT LESS THAN 1 OZ PER SQ FT, OR HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF 1.8 OZ PER SQ FT OF STEEL MEETING THE REQUIREMENTS OF ASTM A 90 TRIPLE SPOT TEST. WOOD GENERAL 1. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE LATEST NFPA AND AITC SPECIFICATIONS AND RECOMMENDATIONS. 2. LUMBER STANDARD SHALL BE AMERICAN SOFTWOOD LUMBER STANDARD PS 20-70, 34S, 19% MOISTURE OR AS REQUIRED BY STRUCTURAL DESIGN. 3. STRUCTURAL LUMBER (ROOF BEAMS, HEADERS, COLUMNS, EXTERIOR WALL STUDS TO BE SOUTHERN PINE NO. 2 KD 15 WITH A FB=1,300 PSI E=1,600,000 PSI, AND FV = 95 PSI. 4. GLUE LAMINATED TIMBER SHALL CONFORM WITH ASTM D-3737 AND AITC 1'17. ROOF BEAMS SHALL BE DESIGNATED 24F -V1 OR 24F -E1. 5. PLYWOOD FOR SHEATHING SHALL BE APA RATED SHEATHING AS PER PLANS AND SHALL BEAR THE APA MARK. 6. WOOD IN CONTACT WITH CONCRETE, MASONRY AND/OR EXPOSED TO WEATHER SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109. EXTERIOR WALL FRAMING 1. STUDS SHALL BE PLACED WITH THE WIDE FACE PERPENDICULAR TO THE WALL. 2.. HEADER BEAMS SHALL BE PROVIDED AND SIXED IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. 3. THE MINIMUM NUMBER OF HEADER STUDS SUPPORTING EACH END OF A HEADER BEAM SHALL BE 2. 4. THE MINIMUM NUMBER OF FULL-LENGTH WALL STUDS AT EACH END OF A HEADER BEAM SHALL BE 2 FOR OPENINGS OF 6 FEET OR LESS, AND 3 FEET FOR ALL OTHER OPENINGS. 5. UPLIFT CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, OF HEADER STUDS, AND AT LEAST ONE WALL STUD AT EACH SIDE OF OPENING. CONNECTIONS FOR EXTERIOR WALL FRAMING 1. FRAMING MEMBERS IN EXTERIOR WALL SYSTEMS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH SECTION 2305 OF THE 2010 EDITION OF THE FLORIDA BUILDING CODE, 2. UPLIFT CONNECTORS SHALL BE PROVIDED TO RESIST THE UPLIFT LOADS. 3. UPLIFT LOAD RESISTANCE SHALL BE CONTINUOUS FROM ROOF -TO FOUNDATION. 4. STUDS SHALL BE CONNECTED TO PLATES AND PLATES TO FLOOR FHAMING WITH CONNECTORS DESIGNED, RATED, AND APPROVED FOR EACH INDIVIDUAL LOCATION AND CONDITION. SEE WINDLOAD CONNECTORS SCHEDULE. 5. WHERE ANCHOR DOWN CONNECTORS OCCUR CONNECTORS REQUIRED FOR UPLIFT RESISTANCE MAY BE OMITTED. EXTERIOR WALLS 1. EXTERIOR WALL SEGMENTS SHALL NOT CONTAIN OPENINGS WHICH WHEN ADDED TOGETHER WILL EXCEED 144 SQ IN ('1 SQ FT) IN ANY INDIVIDUAL SEGMENT. 2. EACH CORNER SHALL BE SHEATED FOR A LEAST 3 FEET AND MAY BE COUNTED AS A SHEARWALL SEGMENT. 3. MINIMUM LENGTH OF A SHEARWALL SEGMENT SHALL BE 2-5". THE TOPS OF ALL SHEARWALL SEGMENTS IN ANY WALL SHALL BE CONNECTED BY DRAG STRUTS. 4. STUDS SHALL BE DOUBLED AT EACH END OF EACH SHEARWALL SEGMENT. 5. JOINTS SHALL BE LAP -SPLICED, WITHIN THE CENTER THIRD OF A WALL LENGTH, THE MINIMUM LAP SHALL BE 4 FEET. LAP SPLICES SHALL BE CONNECTED WITH '1416D COMMON NAILS. 6. PROVIDE BRIDGING/BLOCKING AT 4'-0" O.C. AT EXTERIOR WALL STUDS. PLYWOOD SHEATING USED FOR UPLIFT RESISTANCE 1, PANELS SHALL BE 15/32" EXPOSURE 1 C -D SHEATHING GRADE PLYWOOD AND SHALL BE INSTALLED AS FOLLOWS: PANELS SHALL BE INSTALLED WITH FACE GRAIN PARALLEL 1-0 STUDS. ALL HORIZONTAL JOINTS HALL OCCUR OVER FRAMING AND SHALL BE ATTACHED PER DETAIL SHEETS. FLATWISE BLOCKING SHALL BE USED AT ALL HORIZONTAL PANEL JOINTS. PANELS SHALL BE ATTACHED TO BOTTOM PLATES AND TOP MEMBER OF THE DOUBLE TOP PLATE. LOWEST PLATES SHALL BE ATTACHED TO FOUNDATION WITH BOLTS OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT FORCES DEVELOPED IN THE PLYWOOD SHEATHED WALLS. PANEL ATTACHMENT TO FRAMING SHALL BE AS ILLUSTRATED IN THE DETAIL SHEETS. WHERE WINDOWS AND DOORS INTERRUPT PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. ANCHOR DOWN CONNECTORS 1, EXTERIOR WALLS REQUIRE ANCHOR DOWNS TO RESIST OVERTURNING MOMENT. 2. -TWO STUDS AND ANCHOR DOWN ARE REQUIRED AT EACH END OF EACH SHEARWALL SEGMENT. 3. THE ANCHOR DOWN SHALL BE FASTENED THROUGH THE DOUBLED STUDS AND TO THE CONSTRUCT PION BELOW IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SEE WIND LOAD CONNECTORS SCHEDULE. ROOF & TRUSS FRAMING SYSTEMS 1. ROOF TRUSS FRAMING SHALL BE SPACED A MAXIMUM OF 24" U.C. 2. TRUSSES SHALL BE NO. 2 SOUTHERN YELLOW PINE, UNLESS WHERE NOTED TO BE PRESSURE TREATED. 3. UPLIFT CONNECTORS SHALL BE PROVIDED AT TRUSS BEARING TO RESIST THE UPLIFT LOADS. 4. PROVIDE PRE -FABRICATED ROOF TRUSS LAYOUT DESIGNED BY A LICENSED FLORIDA ENGINEER. ROOF SHEATHING 1. ROOF SHEATING SHALL BE '15/32 INCH EXPOSURE 1 C -D SHEATING GRADE PLYWOOD (WOOD STRUCTURAL PANELS), OR EQUIVALENT. 2. THE SHEATING SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL SHEETS. 3. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING AND END JOINTS SHALL BE STAGGERED. 4. SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8D RING -SHANK NAILS AT 6 INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. (PURSUANT TO THE FLORIDA BUILDING CODE.) RING -SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: A. 0.113 -INCH NOMINAL SHANK DIAMETER B. RING DIAMETER OF 0.012 OVER SHANK DIAMETER C. 16-20 RINGS PER INCH D. 0.280 INCH FULL ROUND HEAD DIAMETER E. 2 -INCH NAIL LENGTH EXCEPTIONS: WHERE ROOF DIAPHRAGM REQUIREMENTS MAY NECESSITATE A CLOSER FASTENER SPACING. FASTENERS & CONNECTORS 1. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN THE FLORIDA BUILDING CODE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. WHERE FASTENERS ARE NOT OTHERWISE SPECIFIED FASTENERS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 2306.1 OF THE 2010 EDITION OF THE FLORIDA BUILDING CODE, NAILS, SCREWS, OR BOLTS SHALL BE ABLE TO RESIST THE FORCES IN THIS CODE, 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS, AS DETERMINED BY THE BUILDING OFFICIAL, SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO FORM A ZINC COATING NOT LESS THAN 1 OZ PER SQ FT, OR HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF1.8 OZ PER SQ FT OF STEEL MEETING THE REQUIREMENTS OF ASTM A 90 TRIPLE SPOT TEST. GENERAL 1. LAND INVESTMENT SERVICES, INC. HAVE NOT BEEN RETAINED TO PROVIDE, NOR ARE THEY RESPONSIBLE FOR, THE FIELD SUPERVISION, INSPECTION, OR CONSTRUCTION ADMINISTRATION OF THIS PROJECT. 2. THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE, SECTION 1609 FOR DESIGN PRESSURES GENERATED BY A THREE SECOND GUST DESIGN DESIGN WIND VELOCITY OF 140 MPH, (124 MPH FASTEST MILE WIND VELOCITY). STRUCTURAL CALCULATIONS; INCLUDING GRAVITY LOADS, AS NECESSARY TO CONFIRM COMPLIANCE WITH THE 2010 EDITION OF THE LORIDA BUILDING CODE, HAVE BEEN PERFORMED. 3. THE OWNER, HIS AGENT, OR GENERAL CONTRACTOR IS RESPONSIBLE FOR FIELD SUPERVISION, CONSTRUCTION ADMINISTRATION, REVIEW AND APPROVAL OF ALL SHOP DRAWINGS, VERIFICATION ON-SITE OF ALL DIMENSIONS AND ELEVATIONS, AND STRICT COMPLIANCE WITH THESE CONSTRUCTION DOCUMENTS AS APPROVED BY LOCAL BUILDING DEPARTMENT, AND DESIGNED AND REVIEWED BY LIS ENGINEERING, LLC. 4. THESE PLANS ARE NOT INTENDED TO BE MASTERED. THE REPETITIVE USE OF THESE PLANS FOR PERMITTING IS NUT APPROVED. 5. ALL WINDOWS, DOORS, AND OTHER SUCH SYSTEMS, COMPONENTS AND CLADDING SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2010 EDITION OF THE FLORIDA BUILDING CODE FOR DESIGN PRESSURES GENERATED BY A THREE SECOND GUST DESIGN WIND VELOCITY OF 140 MPH, (124 MPH FASTEST MILE WIND VELOCITY), SEE "DESIGN PARAMETERS" FOR SPECIFIC PRESSURES. 6. CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS SHOWN ON DRAWINGS. 7. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING PRIOR TO CONSTRUCTION OF ANY DISCREPANCY BETWEEN PLANS AND ON-SITE DIMENSIONS AND ELEVATIONS. 8. (1) ROOF DEAD LOAD = 30 PSF. DEAD LOAD AVAILABLE TO RESIST UPLIFT = 10 PSF (2) ROOF LIVE LOAD = 20 PSF (REDUCIBLE) (3) MECH- LOADS: SEE PLANS COORDINATE WITH CONTRACTOR. 9. PROVIDE ALL *TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESS I`JE STRESSES AND AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUB -CONTRACTORS PRIOR TO CONSTRUCTION. '10. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY PRECAUTION AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 11. UNLESS OTHERWISE NOTED, MINIMUM CONNECTION ELSEWHERE SHALL BE TWO 5/8" DIAM, BOLTS OR 1/4" FILLET WELD 4" LONG, USING 1/4" CONNECTION MATERIAL AND DETAILED TO MINIMIZE BENDING IN CONNECTION, 12. EPDXY ANCHORS SHALL BESETADHESIVE BY SIMPSON ISBO #ER -5279 OR APPROVED EQUAL. TORS CONVENIENCE. HE SHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE ALL DETAILS. 14, ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN FLORIDA. 15. UNLESS OTHERWISE NOTED, DETAILS ON STRUCTURAL DRAWINGS ARE TYPICAL AS INDICATED BY CUTS, REFERENCES OR TITLES. 16. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. swilo/0�y���� 3.16.11 -6 O tet' 00 Aug09-N No 44643° ° ; � �� cn N d- N LIS NUMBER: 2011-032 IO /a "� y' • ,Q4 d C3J c�1 crJ CC) U r`7 19 O LQ I Cn CO U or) C3) O O G (Z :: �1 Z L Z U 2 m U J O0 (1)Q) p w N Q U r � 2 C.0 ry w LL1 U 0 El� : swilo/0�y���� 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N No 44643° ° ; � �� cn +++ 1 a w LIS NUMBER: 2011-032 IO /a "� y' • ,Q4 d vde6 u��aa;I�a ROBE R"f WAYNE CASE FLORIDA PE. #44643 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL 2700 S. ORLANDO DR. SANFORD, FL 32773 r';L"_C Xe ..._n �S�n�x:7y• �,1_ . � J._�J"-m. 1 .ice PLOT DATE: 1'-4" TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE ASA PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, IN INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH CHEMICAL SOIL TREATMENT, INCLUDING SPACE BOXES OR FORMED. SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR MENTAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIE THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. CONCRETE OVER POUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOLID TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICAL. CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPE AND IRRIGATION / SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS AND SHALL RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. 1.) SLOPE FLOOR TO ACCOMMODATE OWNERS INTENDED USE. SEE ARCH DWGS FOR ACTUAL SLOPES. SEE CIVIL FOR EXTERIOR PAVEMENTS AND SIDEWALKS. 2.)0 DENOTES FOOTING LABEL. SEE FOOTING SCHEDULE ON THIS SHEET. T/FTNG EL Cil PERIMETER OF BLDG. = 0'-0" TYP. (U.N.O.) 3.) STRUCTURAL ELEVATIONS ARE BASE ON T/SLAB EL G-0" (U..N.O.) SEE CIVIL DRAWINGS FOR ACTUAL ELEVATIONS, 4.) FOR GENERAL NOTES AND ADDITIONAL INFORMATION, SEE "S" SHEETS 5.) FOUNDATION DESIGNS UTILIZE A SHALLOW SPREAD FOOTING SYSTEM ASSUMING THE BUILDING PAD WILL AND MOISTURE CONDITIONED PER THE RECOMMENDATIONS IN THE PROJECT GEOTECHNICAL REPORT. 6.) THE CONCRETE SLAB -ON -GRADE WAS NOT DESIGNED FOR ANY SPECIAL LOADING CONDITION. ANY PROPOSED RACK OR OTHER SPECIAL LOADINGS SHOULD BE VERIFIED BY THE PROJECT STRUCTURAL ENGINEER PRIOR TO PRODUCT INSTALLATION. 7.) ALL DIMENSIONS TO BE VERIFIED BY GENERAL CONTRACTOR PRIOR TO EXCAVATION OR FOUNDATION REBAR FABRICATION. 8.) PROVIDE CRACK CONTROL JOINTS AS SHOWN ON PLAN, SEE STRUCTURAL DETAIL SHEET. 9.) ELEVATIONS ON BOTH SIDES OF EXTERIOR DOORS SHALL NOT EXCEED 1/2" ON BOTH SIDES OF DOORWAYS FOR A DISTANCE EQUAL TO THE DOOR BEING SERVED PER NFPA 101, SEC, 7.2.1.3. APPLICABLE CODES: BUILDING CODES = FLORIDA BUILDING CODE, BUILDING 2010 MECHANICAL CODE = FLORIDA BUILDING CODE, MECHANICAL 2010 PLUMBING CODE = FLORIDA BUILDING CODE, PLUMBING 2010 ELECTRICAL CODE = NFPA 70, NATIONAL ELECTRICAL CODE, 2008 EDITION FIRE CODE = FLORIDA FIRE PREVENTION CODE, (NFPA 1 & NFPA 101), 2009 ACCESSIBILTY CODE = FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 2012 EDITION ENERGY CODE = FLORIDA ENERGY EFFICIENCY CODE, CH. 13, 2010 METHOD OF DESIGN: DESIGNED PURSUANT TO 2010 FLORIDA BUILDING CODE, SECTION 1609, AND ASCE 7-10 BASIC WIND SPEED: ❑ 130 MPH (ULTIMATE DESIGN) = '101 MPH (NOMINAL DESIGN) ❑X 139 MPH (ULTIMATE DESIGN) = 108 MPH (NOMINAL DESIGN) RISK CATEGORY: ❑ 0.77 (BUILDING CAFEGORY 1) 0 1.00 (BUILDING CATEGORY II) SURFACE ROUGHNESS: X❑B ❑C 0 EXPOSURE CATEGORY: ❑X B ❑ C ❑ D ❑ 1.15 (BUILDING CATEGORY III) ❑ 1.15 (BUILDING CATEGORY IV) BUILDING CONSTRUCTION TYPE: ❑ TYPE I -A ❑ TYPE II -B ❑ TYPE IV ❑ TYPE I -B ❑ TYPE III -A ❑ TYPE V-A ❑ TYPE II -AX❑ TYPE III -B ❑ TYPE V -B WINDBORNE DEBRIS REGION: ® NO ❑ YES ❑ IMPACT HE' IS TAN T GLAZING ❑ IMPACT RESISTANT COVERING ❑ COMBINATION OF IMPACT RESISTANT GLAZING & COVERING INTERNAL PRESSURE COEFFICIENTS: ❑ 0.00 (OPEN) 0 -+•0.18, -0.18 (ENCLOSED) ❑ -1-0.55, -0.55, (PARTIALLY ENCLOSED) I K,61): KIC4I0 4' 4, WIND LOAD DIAGRAM COMPONENTS AND CLADDING PRESSURES: "LONE 1: +11.4/-32.3 ZONE 2: +11.0-38.2 ZONE 3: +14.3/-89.0 ZONE 4: +26.3/-29.3 ZONE 5: +31.6/-39.8 L0 o rr) CD T) rn 00 (-\I (0 0 0 z zo <r < d u 0 --1 w �- w u 0 rY Z < w N d- N m N CO ro G) 0-) V7 I I �- 0) 0) C > o a� N � U NO 44643 � s� 5 rA`rE F to tir :%o%r:> ®y � A � za AVE ROBERT WAVE CASE FLORIDA PE, #44643 NO 0 0 A 0 CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: L IS NUMBER: 3.16.11 T -b07 Aug09-N 2011-032 TACO BELL 2700 S. ORLANDO DR. SANFORD, FL 32773 ,s ; MIN,i " ., t PLOT DATE: 20'-0" BB -1 (TOP @ 14'-0" A.F.F.) 20'-0" BB -1 (TOP cJ 13'-8" A.F.F.) BB -2 JOP @ 10'-4" A.F.F 21'-4" BB --1 (TOP @ 13'-0" A.F.F.) 20'-0" BB -1 (TOP @ 12'-4" A.F.F POWERS STEEL LIN -TEL - PS8 (L-2) 16" COMPOSITE SUPERIMPOSED GRAVITY LOAD - POUNDS PER LINEAR FOOT LBS/FT PRODUCTNAME (PAIEIYf NO.. 5.165538;) MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH NO. OF #5 REINFORCING ALLOWABLE GRAVITY LOAD L-1 4'-0" 4'-6" 2 4632 L-2 5'-4" 5'-10" 3 4565 L-3 8'-8" 9'-2" 3 2497 L-4 9'4" 9'-10" 4 2767 L-4 1070" 10'-6" 4 2767 { MANUFACIURFR: 2. I NOTES: 1. PRODUCTNAME (PAIEIYf NO.. 5.165538;) 14. A 45 KEINFORC114U BAR(S) GRADE 4015 TO SET APPROX. 1.1/2' PLAN VERSION: Aug09-N SITE NUMBER: KNOCK -OUT CMU STORE NUMBER: PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED LIS NUMBER: BOTTOM OF LINTEL AS SHOWN ON LOAD TABLES TOP COIL STEEL AS MANUFAC'I UREU BY POWERS STEEL AND WIRE HOkW..ONTAL REINFORCEMENT IS TO BE A CONTINUOUS TIE AS KNOCK -OUT CMU 1-#5 REINF.--� 3 44 NOTED IN NO1E M9. IN'IHE CASE 111Af THE LINTEL IS NOf #5 REINF. CONTIN, BOND BEAM (FY - 40 ks ). 3% KNOCK -OUT CMU 3%4' REINFORCEMENT l5 TO EXTEND T-0- PAST INSIDE OF JAMBS. NOTE: DEFOKNIA HUNS DO NOT EFFECT S•IRUCTURAL CAPACITY, { MANUFACIURFR: 2. SHURE LINTELS AS REQUIRED TU COMPENSATE FOR DEAD LOAD DEFLECTIuN ON NON.CVKP-D MASONKY GROUT. ALL LINTELS CEJ _ GREATER IHAN 18•-0' ARF BUILT WITH If2' CAMBER CY) 411E E. ELWOOD PHOENIX, AZ 85040 CO PHOW2-07•IIW FAX0602.437.5409 #5 REINF. C ONTIN. LL`TfEL TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS , 3Y4' #5 REINF. CONTIN. a' r \ ~ 1-#5 REINF. 4. j iT \ ~ 2- #5 REINF. y ~ @ BOND BEAM --' -..- __ _ @ BOND BEAM - - or\ 4 + sBCC1 35TU-I0 1999 S. BEARING EACH END SHALL BE 3" +/• H2". BEAKING SHALL BE ON 3,000 PSI + STANDARD BUILDING COUF. - 19W ` co b rt. _ o 3,000 PSI tc :� .,, _ - r _, 3,000 PSI ,; jrt = ,— _ KNOCK OUT CMU _ u CONC. FILL 6. v CONC. FILL \ r CONC, FILL 4. r _ r•v. #5 REINF. CONTIN. a; :;;: n MANUFACTURER ON SPECIAL DESIGN CONCERNS OR LINTEL KNOCK -OUT CMU--__ -- ` `T `r \ KNOCK -OUT CMU—� — "' �s DEPTHS DIFFERENT THAN THOSE SHOWN IN THE LOAD TABLES. KNOCK -OUT CMU @ BOND BEAM T N - STRUCTURAL ENGINEER FOK THESE LINTELS IS: _ CJ- ° S.E. CONSULTANTS, INC. n 3,000 PSI 4 Sv. 5800 E. THOMAS RD. SUITE 104 1-#5 REINF. c') i 1-#5 REINF. K TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED 1-#5 REINF. BY CODES TO PROVIDE A CONTINUOUS TIE AROUND A CONC. FILL ;. C" STKUCfUKF. AND TO PROVIDE POR UPLIFT KESISTANCE AT Y IF AN INSPECTOR, CUMRACfOR, SUBCONTKACTOR, OR PLANS " KNOCK -OUT CMUA.F.F. .a8'-4 ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS INSTALLAIIOM POWERS LINTELS ARE TO BE INSTALLED 114 ACCORDANCE WITH I I. LIMITATIONS: 9'-0" A.F.F. AND LEVEL, PLUMB AND TRUE, AND IN CORRECT RELATION TO 'f HE LINTELS SHALL NOT EXCEED THE ALLOWABLE DESIGN O' TIER WORK, 145 REINF. ' ' ' POWERS L-2 TILE LINTELS SHALL. NO:T BE USED IN A FIRE RESISTANCE RATED 7 4" POWERS L-2 7Ya" ASSEMBLY UNLESS A TEST REPORT DOCUMENTING FIRE POWERS L-2 7 STEEL LINTEL X21 �2�n STEEL LIN'!EL LUNWEK PRODUCTS INCONTACT WITIT TttE STEEL LIDTTEI.S A _ STEEL LINTEL PROPER BARRIER WOULD BE A POLYETHYLENE BARRIER WITH A 10 MIL THICKNESS OK TG MAINTAIN A NEN. IN- SPACING r` LINTEL L-1 BETWEEN THE CORROSIVE LUMBER AND S'1 "EEL LINTEL, LINTEL L-2 NOT FOK USE IN TILE HVIfG IN MIAMI OR BKOWARV COUNTIES AT THIS'fIME. MIAMI DADS COMPLIANCE IS BEING SOUGHT. LINTEL L-3 POWERS L-2 DEFLECTION LIMITS ARE SET TO UtW FOR ALL LOADS SHOWN ABOVE" THE DARKENED SOLID LINE. UEFLECTION LIMITS ARE SET TO Ll360 (LIVE LOAD) AND LJ240 (DEAD + LIVE LOAD) FOR ALL LOADS SHOWN BELOW DARKENED SOLID LINE, EXCEPT S' 7%4 CONB'USITE LINT FLS WHICH AKE SET to 0240 (LIVE LOAD) AND LJ180 (DEAD;,+ LIVE LOAD). PStI�T,-2Z SFEEL LINTETS STEEL LINTEL NOTE: NO SCALE 13. ALL LOADS SHOWN IN TABLES ARE SUPERIMPOSED WADS. TABLES ARE DATED 101200.1 AND CLEARLY INUICAfE 16 GAGE IS .060 INCHFS'THICK. SUPERIMPOSED LOADS LINTEL L-4 #5 REINF. CONTIN.34 11 2- #5 REINF. @ BOND BEAM — -.._ •1.11 :; CONTINUOUS 3%4' 3,000 PSI -v ,; ,; _ r3 ��. VARIES CONC. FILL-----------�� L °' ,` � Q � f 4 _ CY3 KNOCK OUT CMU KNOCK -OUT CMU °r__ v s: ' :;fi - fi 3 1- #5 REINF. t r: KNOCK-OUTCMU i 10'-4" A,F.F. CONTINUOUS '145 REINF. f r 3,000 PSI F 4 c9 8'-4" A.F.F. :' CONC. FILL— - -_ �� kp .rr- . 3,000 PSI , tT s POWERS L -27Y4' CONC. FILL STEEL LINTEL 74 7a� NOTE; SEE DETAILS 3 & 4 SHEET S4.0 FOR LINTEL L-1 B BOND BEAM CORNER REINFORCING AND BOND BEAM 1313-1 BOND BEAM BB -2 STEPPED BEAM DETAILS BOND BEAMLINTEL DETAILS D I NOTES: 1. PRODUCTNAME (PAIEIYf NO.. 5.165538;) 14. A 45 KEINFORC114U BAR(S) GRADE 4015 TO SET APPROX. 1.1/2' PLAN VERSION: Aug09-N SITE NUMBER: FROM TOP OF ALL LINTEL UESIGNS AND IN SOME CASES ON THE STORE NUMBER: PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED LIS NUMBER: BOTTOM OF LINTEL AS SHOWN ON LOAD TABLES TOP COIL STEEL AS MANUFAC'I UREU BY POWERS STEEL AND WIRE HOkW..ONTAL REINFORCEMENT IS TO BE A CONTINUOUS TIE AS PRODUCTS, INC.SEEL GKAUE SHALL III! AS IN1 AS70 GRADE C NOTED IN NO1E M9. IN'IHE CASE 111Af THE LINTEL IS NOf (FY - 40 ks ). WITHIN A COMPOSITF BOND BEAM SYSTEM, [OF HOILIGONVAL REINFORCEMENT l5 TO EXTEND T-0- PAST INSIDE OF JAMBS. NOTE: DEFOKNIA HUNS DO NOT EFFECT S•IRUCTURAL CAPACITY, 15, MANUFACIURFR: 2. SHURE LINTELS AS REQUIRED TU COMPENSATE FOR DEAD LOAD DEFLECTIuN ON NON.CVKP-D MASONKY GROUT. ALL LINTELS POWERS STEEL GREATER IHAN 18•-0' ARF BUILT WITH If2' CAMBER 411E E. ELWOOD PHOENIX, AZ 85040 PHOW2-07•IIW FAX0602.437.5409 3. LL`TfEL TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS PHM 904-2514606 FAXM'909-119.9481 (KEVIN) HAVING MINIMUM Pm AS SHOWN. 4. S1 FEL SURFACES IN CONTACT %VI fit GROUT AND/OR MORTAR 16. 'TECHNICAL DATA AND ENGINEERING FOWFKS LINTELS HAVE SHALT' BE UNPAINTED AND FREE OFMAIERIAL THAT MIGHT BEEN DESIGNED IN ACCORDANCE WIFHTHE FOLLOWING: INHIBIT BOND. + sBCC1 35TU-I0 1999 S. BEARING EACH END SHALL BE 3" +/• H2". BEAKING SHALL BE ON + STANDARD BUILDING COUF. - 19W A MINIMUM 8' DEEP GKOUTED CELL PER'TIIE STANDARD 3 FLORIDA BUILDING CODE -2001 W/2003 REVISIONS, 13UILUING CODE. + AISI LIGHT GAGE COLD FORMED DESIGN - 19% +ACI 530-02/ASCE 5-02/TMS 402.02 6. I'm - 1300 poi. MASONRY UNITS SHALL CONFORM TO AS1M C90, GRAVEN. U, TECHNICAL ASSISTANCE IS AVAILABLE FROM THE MANUFACTURER ON SPECIAL DESIGN CONCERNS OR LINTEL 7. GROUT - 3,000 0, SLUNIP MANGE: 1' tU I1". KOD OR VIBRATE DEPTHS DIFFERENT THAN THOSE SHOWN IN THE LOAD TABLES. GROUT ADEQUAfE,Y'I Q ENSURE CONSOLIDATIUN OF GROUT (NO AIR POCKETS). GKOLYr SHALL CONtPLY WI'Tli ASTM 0476-83 STRUCTURAL ENGINEER FOK THESE LINTELS IS: AND BE LI 111ERCOARSE OR FINE GROUT. S.E. CONSULTANTS, INC. 8. MORTAR TYPE "S" OR TYPE •'M' 1100 Pok. 5800 E. THOMAS RD. SUITE 104 SCOTTSDALE, AZ 85251 9. TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED PHONE No. (480) 946-2010 BY CODES TO PROVIDE A CONTINUOUS TIE AROUND A FAX (480) 946.1909 STKUCfUKF. AND TO PROVIDE POR UPLIFT KESISTANCE AT LIN I ELS. IF AN INSPECTOR, CUMRACfOR, SUBCONTKACTOR, OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS PLEASE CALL. 10. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS INSTALLAIIOM POWERS LINTELS ARE TO BE INSTALLED 114 ACCORDANCE WITH I I. LIMITATIONS: STANDARD CONSTRUCTION PRACTICES, SET TO PROPER LINE AND LEVEL, PLUMB AND TRUE, AND IN CORRECT RELATION TO 'f HE LINTELS SHALL NOT EXCEED THE ALLOWABLE DESIGN O' TIER WORK, LUAUS AND SPANS SHOWN IN THIS REPORT. TILE LINTELS SHALL. NO:T BE USED IN A FIRE RESISTANCE RATED ASSEMBLY UNLESS A TEST REPORT DOCUMENTING FIRE RESIS TANCE IS SUBMITTED TO THE BUILDING OFFICIAL, 21-" A PROPER BARRIER 13 REQUIRED W'1SEN USING CORROSIVE X21 �2�n LUNWEK PRODUCTS INCONTACT WITIT TttE STEEL LIDTTEI.S A _ PROPER BARRIER WOULD BE A POLYETHYLENE BARRIER WITH A 10 MIL THICKNESS OK TG MAINTAIN A NEN. IN- SPACING r` BETWEEN THE CORROSIVE LUMBER AND S'1 "EEL LINTEL, NOT FOK USE IN TILE HVIfG IN MIAMI OR BKOWARV COUNTIES AT THIS'fIME. MIAMI DADS COMPLIANCE IS BEING SOUGHT. "-� 1J4" 1" 12. DEFLECTION LIMITS ARE SET TO UtW FOR ALL LOADS SHOWN ABOVE" THE DARKENED SOLID LINE. UEFLECTION LIMITS ARE SET TO Ll360 (LIVE LOAD) AND LJ240 (DEAD + LIVE LOAD) FOR ALL LOADS SHOWN BELOW DARKENED SOLID LINE, EXCEPT S' CONB'USITE LINT FLS WHICH AKE SET to 0240 (LIVE LOAD) AND LJ180 (DEAD;,+ LIVE LOAD). PStI�T,-2Z SFEEL LINTETS NOTE: NO SCALE 13. ALL LOADS SHOWN IN TABLES ARE SUPERIMPOSED WADS. TABLES ARE DATED 101200.1 AND CLEARLY INUICAfE 16 GAGE IS .060 INCHFS'THICK. SUPERIMPOSED LOADS HEIGHT OF COMPO LINTEL VARIES - SE PLAN AND SCHEDU LL L Q Q N o r r 0 0 r N m m m L 8" (7 5/8" ACTUAL) (13) \e' STEE — (2) z.� N 7-5/8" ., TYPICAL POWER 2 1/2" LINTEL SECTION HEIGHT OF SOLID GROUT VARIES - SEE SCHEDULE Ncw00 t- N 07 (N CO L f� CJS L0 J rte) 17 O n _U 9 O LO m LL m 00 r� N C9 M CD > r7 r0 0 z zC) < J Q (D W C� W W C� W Lr) U n! � -r� _1 O Ci O C) (D w -' 4-0 V) \ C f! CO r" r N = v E LC) = 0 C-\1 V) d �- ,1111118121111111 W. im�.�"'S,,� �✓ cwt No 44613 . �� 00 W 3 V TATE r • . r, o �,. A feu 2343$94,' ROBERT WAYNE CASE FLORIDA PE. ##44643 0 ^ Ll A 0 A CONTRACT DATE: 3.16.11 BUILDING TYPE: T-1307 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL 2700 S. ORLANDO DR, SANFORD, FL 32773 h y �Ia f� 4� ROOF FRAMING: 24" TRUSSES @ 24" O.C. (TOP CHORD BEARING) ROOF TRUE 2"x6" BLOCKING 2"x6" BLOCKING @ 48" O.C. MAX., FULL DEPTH OF BETWEEN TOP CHORDS OF ROOF TOP CHROD TRUSSES H10 FOR UPLIFT LOADS UP TO 1475 LBS. ROOF FRAMING NOTES: I. DESIGN ROOF TRUSSES TO SUPPORT ALL IMPOSED LOADS, A. ALL UNSUPPORTED EDGES OF PLYWOOD SHEATHING SHALL BE BLOCKED WITH 2x4 INCLUDING WIND & LATERAL LOADS. COORDINATE SIZE, INSTALLED FLAT. PLYWOOD MTL CLIPS ARE NOT PERMITTED. OSB OF COMPARABLE LOCATION AND WEIGHT OF EQUIPMENT WITH MECHANICAL THICKNESS MAY BE USED IN LIEU OF PLYWOOD WHEN APPROVED IN WRITING BY THE WORK. PROVIDE MULTIPLE TRUSSES WHERE ONE TRUSS CANNOT PROJECT ENGINEER AND THE LOCAL JURISDICTION. SUPPORT T HE LOAD. PROVIDE BRIDGING BE'I WEEN TRUSSES AS SPECIFIED AS MINIMUM STANDARD. B. ALL MECHANICAL SUPPLY AND RETURN OPENINGS SHALL BE BETWEEN FRAMING U.O.N. MANUFACTURED ROOF TRUSS NOTES: A. MFR'D ROOF TRUSSES ARE AT 2-8" O.C. U.O.N. B. RESERVED C. TRUSS DWGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY. MFR SHALL SUBMIT SHOP DWGS AND CALLS, BOTH SIGNED BY A LICENSED STRUCTURAL ENGINEER (STATE OF (PROJECT)). SUBMIT SHOP DWGS AND CALCS TO THE ARCHITECT AND ENGINEER FOR REVIEW AND SUBMITTAL AND, IF REQUIRED, TO BLDG OFFICIAL FOR APPROVAL PRIOR TO FABRICATION. SHOP DWGS SHALL INCLUDE LAYOUT PLAN AND IMPSON" H10 CONNECTORS. CALCS SHALL BE BASED ON THE SPECIFIED LOADING CONDITIONS SHOWN HEREIN. MFR SHALL PROVIDE HANGERS AND CONNECTIONS BETWEEN TRUSSES. REVIEW AND APPROVE DIMENSIONS, SHAPES AND DETAILS SHOWN ON SHOP DWGS PRIOR TO SUBMITTAL TO THE ARCHITECT / ENGINEER FOR REVIEW AND COMMENT. Im WE D. TRUSS MFR SHALL PROVIDE HANGERS AND CONNECTORS ADEQUATE FOR LOADS. ROOF CONNECTORS ARE BASED UPON SIMPSON "S TRONG TIE" OR APPROVED EQUAL. E. TRUSS CHORDS AND PARAPET VERTICALS SHALL BE 2x6 MIN AND CONSISTENTLY SIZED THROUGHOUT PROJECT. F. RESERVED G. RESERVED H. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENT OF ALL MECHANICAL UNITS, ELECT FIXTURES, PLUMBING, ETC. SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MFR. J. INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR WITH A THREE POINT VERTICAL PICK. CARE SHALL BE USED IN LIF TING TO PREVENT- HORIZONTAL BENDING. K. IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECS SHALL MEAN REMOVAL OF THE TRUSSES FROM THE JOBSITE AND REPLACEMENT AT CONTRACTOR'S EXPENSE. L. SEE DIV. 6 OF THE SPECS FOR DETAILS ON TRUSS MANUFACTURING AND NAILING. M. LOCATE WALK-IN CONDENSERS ON ROOF ONLY IF REQUIRED BY CODE. ROOF FRAMING : Q COORDINATE BLOCKING WITH EXHAUSTAND SUPPLY DUCT. (2) 2x6 BLOCKING W/ U26-2 HANGERS. TYP. ALL ROOF OPENINGS. �J LOCATION OF HOOD. SEE HOOD DRAWINGS FOR HOOD ATTACHMENT DETAILS. 2x6 JOIST W/ U26 EACH END FOR LENGTH OF CONDENSER PLATFORM. SEE SHEET A3.0 FOR LOCATION. D FOR TACO BELL'TOWER FRAMING - SEE 4/S5.0. EXHAUST DUCT OPENING SIZED FOR "DUCT WRAP". ADJUST ROUGH OPENINGS AS REQUIRED WHERE '1 -HR DUCT SHAFT CONSTRUCTION IS REQUIRED BY LOCAL CODE. REFER TO MECH. DWGS. 30" FIGT. PRE-ENGINEERED WD. FRAME ROOF TRUSSES, @ 24" O.C. (TOP CHORD BEARING). ATTACH TRUSSES TO LEDGER W/ 'SIMPSON" H10 CONNECTORS. TYP. 8 (2) 2"x8" PT LEDGER, ATTCHED TO CMU WALL W/ 5/8" MASONRY ANCHORS @ 12" O.C. & STAGGERED, (ASSUMES 2"x6" 'TOP CHORD ON TRUSSES, FIELD VERIFY) C�) HVAC ROOF OPENING FOR DUCT. VERIFY SIZE WITH HVAC MFR. & MECHANICAL DWGS. 10 (3) 2x6 BLOCKING W/ U26-3 HANGERS. VERIFY ROOF STAND BASE PLATE WIDTH W/ MFG. 11 WASTE VENT THRU ROOF. SEE DETAILS 12/A6.0 E At * No 4454$ N � \/ i Y T&AY E/-` �O F 0 Z ROBERT NiAYE FLORIDA PE. #44643 W 0 0 CONTRACT DATE: 3.16.11 BUILDING TYPE: O t yo CSI Aug09-N SITE NUMBER: 0� N 00 LIS NUMBER: 2011-032 L0 v C� r) (J (1)LL C307 07 (.0 (D 0) CO CLQ > 0 O i(-) EL �I �: Z Z � <(O w (ll 0 0 i f C\1 0 7 n! W W u 0 a_ < w E At * No 4454$ N � \/ i Y T&AY E/-` �O F 0 Z ROBERT NiAYE FLORIDA PE. #44643 W 0 0 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -h07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL T-bOTBRB ROOF i• �Y jiA ;rya Yi ;'i PLAN yN; w t't r PLOT DATE: T/FTG. EL. SEE PLAN NOTE: FOR PIPES RUNNING PARALLEL TO STRIP FTG'S. FTG. DEPTH & PIPE LOCATION SHALL BE COORDINATED SO THAT THE PIPE IS NOT WITHIN FTG. LOAD DISTRIBUTION INFLUENCE LINE AS ILLUSTRATED. TYP. PIPE PARALLEL TO WALL N IF RECD. BY SPECS. PROVIDE F JOINT SEALANT FINISH FLUSH 1/8" SAWCUT W/ SURFACE, TYP. _- --------------- -------------- 'I CONT. VAPOR --' BARRIER, TYP. CRACK CONTROL JOINT (CCJ) NOTES: 1. JOINTS SHALL BE SAWCUT BETWEEN 4 & 12 HOURS AFTER CONCRETE IS PLACED. 2. USE STRAIGHT BULKHEAD, COAT WITH FORM OIL. 3. COAT EXPOS TED VERTICAL SURFACE OF CONCRETE WITH FORM OIL BEFORE POURING ADJACENT STRIP, 4. USE CONSTRUCTION JOINT INSTEAD OF CRACK CONTROL JOINT WHEREVER CONSTRUCTION IS STOPPED OR WHERE CALLED FOR ON PLANS. STOP REINF. EACH SIDE OF JOINT WRAP & GREASE THIS SIDE OF ALL DOWELS -- - - - - - , - - - -- T/FTG. EL SEE PLAN 1/2" COMPRESSIBLE MATERIAL AROUND 'IPE OR PROVIDE PIPE SLEEVE, TYP. PIPE TO BE PI -ACED THIN FOOTING AT EXISTING PIPES WRAP W/ 2" STYROFOAM OR SLICE PVC PIPE 2" DIA. LARGER & PLACE AROUND PIPE (SEAL SLIT W/ DUCT TAPE). CONCRETE FILL IS TO BE PLACED BEFORE FOOTING IS POURED AND TO BE THE SAME WIDTH AS FTG. POUR FULL WIDTH OF PIPE TRENCH TYP. PIPE PENETRATION THHU WALL r� 1/8" SAWCUT CONT. VAPOR \-3/4" DIA. PLAIN BARRIER, TYP. BARS @ V-0" O.C. CONSTRUCTION JOINT (CJ) CAST IN PLACE REINF. CONC. TIE BEAM OR BOND BEAM PLACE METAL LATH OR WIRE SCREEN 3.16.11 OVER CORES NOT TO BE FILLED (SHEET LAP SPLICE AT EACH CORNER METAL AND FELT PROHIBITED). CORES 4" ' •� MAY BE PACKED WITH FELT BUT NOT PROHIBITING MORTAR BOND. q 4 VERTICAL REINFORCING W/ MATCHING DOWELS IN FOUNDATION. SEE a� FOUNDATION PLAN & DETAIL SHEETS .d HORIZ. JOINT REINF, AT 16" O.C. II STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICES 6". USE PREFAB. L's AND T's AT WALL (3) #5 CONT. INTERSECTIONS 1 I II I I I IAI i GROUT FILLED CELL. PLACE AND CONSOLIDATE GROUT IN 4 FT. LIFTS MORTAR — — CROSS WEBS ,. ADJACENT TO FILLED CELLS r, STD. 90° HOOK IN FOOTING AND TIE BEAM. SET FIRST COURSE IN FULL a . a • , �.4 • • p dv' MORTAR BEDDING CLEAN OUT OPENINGS AT FOUNDATION, GROUT FILLED CELL ASTM C-90 LOCATIONS. FOR WALLS C.M.U's OVER 4 FT. HIGH TYPICAL CMU WALL CONSTRUCTION N.T.S. N JOINT SEALANT, SEE SPEC. 1/2 FINISH FLUSH W/ SURFACE TYP.-{ -------------- PREMOLDED EXP. JOINT MATERIAL EXPANSION JOINT AT WALL (EJ) TYPICAL SLAB ON GRADE JOINTS N. T.S. TIE-BEAM STANDARD HOOK 6" EMBEDMENT -.r.r..®.m.�..- - - -- '- - NOTE; INSTALL PRE -CAST �z 411 BRG• CONCRETE LINTEL -�N PRECASf (MIN) ---� IN STRICT ---��- REINF. CONC. - p �_ ACCORDANCE W/ LINTEL W/ (1) MANUFACTURER'S #5 (U.N.0.) RECOMMENDATIONS. CL +—(2) #5 VERT• CEA. :D I END OF OPENING LoN 5 EMBEDMENT ---CLEANOUT REQ'D �-- ®�- FOR GROUT LIFT FOOTING— -- --r,, — � ., :5 FT, UNLESS 3'I MIN. COVER FTG. DWL IS NOT REINFORCING STANDARD HOOK REQ'D MASONRY O..w 1 PRECAST _ LINE 1/2 CAVITY W/ BLDG. PAPER &. FILL W/ MORTAR g. CONT. JOINT FROM TOP/FTC. TO BOT./ROOF TIE BM. (DISCONT. AT GONG, TIE BMS.) (RAKE & CAULK) (1) # 5 CONT.AT EA.SIDE OF JT.I Lj _Q GOORD. LOCATION WITH ARCH. MAX DISCONT. JT. REINF. SPACING = 32'-0" OPTION 1 0 M.C.J. DISCONT. JT. REINF. A/ 0 M.GJ. lDC_1fDc1 RAKE JUIN I & CAULK PREMOLDED RUBBER INSERT OPTION 2 AS014RY C014TROL JOINT N.T.S. 4 2'-0" (1) #5 IN IN GROUTED CELL (PROVIDE FTG. DOWELS TO MATCH) _8" CMU WALL — #5 FTG. DWL. LAP 25' MIN. W/ WALL REINFORCING STD. HOOK 3" MIN. COVER — 4" CONCRETE SLAB #5 TRANSVERSE @ 24" O.C. (TYP.) -(3) #5 CONT. EXTERIOR MONO. FOOTING N.T.S. n" #5 DOWEL 16" LUNG 4" FROM ENDS & 8" O.C. THEREAFTER (6) #5 TOP (3) #5 BOTTOM —, (1) #5 IN IN GROUTED CELL (BEYOND) p 8" CMU WALL pp � !p p p ' HOOK DOWEL (BEYOND) pp _ 8 _ p MONOLITHIC p - FOOTING _ pl A p d• •� 4 4'0 . 3" MIN. COVER ■ , r + �. '� 25" BENT BAR 3.16.11 25" LAP SPLICE AT EACH CORNER --��\ LAP (T(P.) SITE NUMBER: TIE BEAM CORNER 1 = I-Y��+ry DETAIL 3/4 LIS NUMBER: a� .d • 4 � c�l� II I II I I II (3) #5 CONT. -' 1 I II I I I IAI i '�` (1) #5 IN IN GROUTED CELL (BEYOND) p 8" CMU WALL pp � !p p p ' HOOK DOWEL (BEYOND) pp _ 8 _ p MONOLITHIC p - FOOTING _ pl A p d• •� 4 4'0 . 3" MIN. COVER ■ , r + �. '� 25" BENT BAR 3.16.11 25" LAP SPLICE AT EACH CORNER --��\ LAP (T(P.) SITE NUMBER: TIE BEAM CORNER 1 = I-Y��+ry DETAIL 3/4 LIS NUMBER: a� c�l� II I II I I II (3) #5 CONT. -' 1 I II I I I IAI i 25" BENT BAR LAP LAP SPLICE AT EACH CORNER �`' - (TYP.) CL Lor II ----- Nc"I� li I 1 #5 DOWEL IN CORNER I I I 1 (2 EA.) #5 TOP & BOTTOM I I I I (SEE BEAM SCHEDULE) I I /,L J (1) #5 VERTICAL IN POURED CELL, STEPPED TIE BEAD DETAIL 3/4" - V-0" 4" CONC. SLAB W/0x6 ;10/10 W.W.F. /� d- _--- _ --- ___-_-____ _ _ 00 8" ,1)#5 6 MIL.. VISQUEEN VAPOR BARRIER CONTRACT DATE: 3.16.11 BUILDING TYPE: a q�9/wetA �ae{•/�®,r,rJa �f(r 0'0�,Q _ Aug09-N SITE NUMBER: TIE BEAM CORNER 1 = I-Y��+ry DETAIL 3/4 LIS NUMBER: a� ,ate 'C•r + +,r `'r'r+� `Pssg�l fir +• No 44643 :Q � 25' LAP '�` — — — — — - - rx w5'fAT OF �!a ZE w REFER TO ELEVATION ROBERT WAYNE CASE SHEET FOR TIE -BEAM I FLORIDA PE. #44643 ELEVATIONS - WHERE APPLICABLE POUR 8"x8" VERTICAL Q _ ( I COLUMN AT TIE BEAM Q STEP-UP W/ (4) #3 VERTICAL Q J (1) #5 VERTICAL IN POURED CELL, STEPPED TIE BEAD DETAIL 3/4" - V-0" 4" CONC. SLAB W/0x6 ;10/10 W.W.F. /� d- _--- _ --- ___-_-____ _ _ 00 8" ,1)#5 6 MIL.. VISQUEEN VAPOR BARRIER CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 8" CMU WALL BOLTS (SEE SCOPE OF WORK) CANOPY (SEE—] SCOPE OF WORK) PIPE/SLEEVE — (SEE SCOPE OF WORK) 2x4 STUDS SIMPSON A34 EA. END BLOCKING FOR CANOPY ATTACHMENT, "TYP. DBL. BLKG. CENTERLINE OF CANOPY ATTACHMENT ON TO WALL W/ •1/4"O a .C. 1-1/4" EMBEDMENT 'LYWOOD SHEATHING 6 STUD FULL HT TOWER LEG 1/2"=1'-0' 19 SIMPSON A34 FRAMING ANCHOR (TOTAL OF 4) 3 - 2x10 BLOCKING ANGLE IRON BRACING SPAN STUDS AS NEEDED (2) - 2x6 STUDS EACH SIDE OF BLOCKING W/ 2- 12d NAILS INTO EACH OF THE 2x10 BLOCKING MEMBERS d- c y r Lu SEE S FOR C CELEAI OPEN (4) 3/8"[ MOUNT @ EACI SHAPE (4) 6x6 (2) 3/4' THRU E EA. EN! 4) 6x6 FOR =LYING ARCH" UPPORT ,TTACHMENT '.S. SUPPORT V/ 6"x10" PLATE TYP, OF 4) IY VENDOR DENTERLINE OF 'FLYING ARCH" SUPPORT L\TTACHMENT 2x6 @ 16" O.C. (4) 6x6 SPACED FOR "FLYING ARCH" SUPPORT ATTACHMENT "FLYING ARCH" ABOVE FLYING ARCH 2 LAYER 3/8" PLYWOOD FLYING ARCH 6"x10"x1/4" ALUMINUM PLATE - BY VENDOR 5/8" EXTERIOR GRADE SHEATHING OVER STUDS @ 24" O.C. DBL. 2x BLKG. W/ SIMPSOM FC, T.& B. (FRONT& BACK) 2x12 (FRI RIPPED -1 17'-0-0' T.O. 1PSON A53 EA. D DCKING FOR NOPY TACHMENT, TYP, L. 2x BLKG, NTERLINE OF NOPY TACHMENT FLYING F SUPPOR- (4) 3/8"0 LAG BOL not JRLE FLYING ARCH 6"x10"x,1/4" ALUMINUM PLATE - BY VENDOR 2 LAYER 3/8" ADJ. PLYWOOD SHAPED BLOCKING (4) 6X6's @ EACH FLYING ARCH ATTACHMENT POINT (2) 3/4"0 THRU BOLTS (ONE EA. END) 1 0" 72 -- 1/4" THICK ALUMINUM PLATE _ 1/2"OHOLES FOR 3/8"OMOUNTING BOLTS FLYING ARCH SUPPORT MOUNTING PLATE PLAN FRONT WALL ELEVATION SIDE WALL ELEVATION -RED FLYING ARCH. ON DRAWINGS SIGNED BY ENGINEER IN THE STATE OF ARCHITECT/ENGINEER FOR APPROVAL PRIOR PION OR ERECTION. 3/8" ADJ. D BLOCKING 9 'ED BLOCKING K6's @ EACH FLYING H ATTACHMENT POINT PSON CS48 EA. SIDE, BLKG., TYP. PSON HUG612 EA, END ?x12 W/ 5/8" PLYWOOD -CHES CUT TO RADIUS V. 6" HIGH) NOPY TURNBUCKLE. E 5/55.0 & 9/S5.0 EXTERIOR ADE SHEATHING 2x6 TYP. ;TYP. ®0-f JAIo��o't�d��errrB a , qz �0 C T1s u 0 o ° No 44643 r pTC STAE F V Am 9 nava ROBERT WAYNE CASE FLORIDA PE. 944643 v Q 0 n A CONTRACT DATE: 3.16.111 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 ■ , 1 r--------------------------� I I I I I I I i I i I I I I I I I I I I I I I I I I I I I I I I i® I I I I I I ! I I I I I i I 1 I I I I I 1 / / I � I I I 34" 170 I ( I I \ I I I I I I I I I I I I I I I I I I 1 C3 D MANX. DISTANCE TO EXIT = 38'-6"p,' A I21k— I 5'-0" a HC I I � P-1 ♦ cv A ♦ i ` X I (H) ..- . �... �, (H) �(H) } TYP. Q 3 I I I A ® I J I A I I I I L I I I I I I I _68- -------------- [340 8" ------------ I ------------------ i i i I 340 L___---- J L -------------------------J I FIRE RESISTANCE INTERIOR FINISHES (FBC 803) CLASSIFICATION (FBC 803.1) CLASS A: FLAME SPREAD INDEX 0-25; SMOKE -DEVELOPED INDEX 0-450. CLASS B: FLAME SPREAD INDEX 26-75; SMOKE -DEVELOPED INDEX 0-450. CLASS C: FLAME SPREAD INDEX 76-200; SMOKE -DEVELOPED INDEX 0-450. OCCUPANCY (ASSEMBLY,A-2 UN-SPRINKLERED) (FBC 803.5) VERTICAL EXITS AND EXIT PASSAGEWAYS - CLASS A EXIT ACCESS CORRIDORS AND OTHER EXITWAYS - CLASS A ROOMS AND ENCLOSED SPACES - CLASS B MEANS OF EGRESS (FBC 1004-1005) EGRESS WIDTH PER OCCUPANT - UN-SPRINKLERED (FBC TABLE 1005.1) STAIRWAYS(INCHES PER OCCUPANT) 0.3 OTHER EGRESS COMPONENTS (INCHES PER OCCUPANT) 0.2 EXIT ACCESS TRAVEL DISTANCE (FBC TABLE 1016.'1) ASSEMBLY OCCUPANCY, UN-SPRINKLERED 200 FEET CORRIDOR WIDTH (FBC 1016.2) MINIMUM WIDTH 44 INCHES DEADEND CORRIDOR LENGTH (FBC 1016.3) MAXIMUM LENGTH 20 FEET SIZE OF DOORS (FBC 1008.1) MINIMUM CLEAR WIDTH 32 INCHES STAIRWAY WIDTH (FBC 1009.1) MINIMUM CLEAR WIDTH 44 INCHES NUMBER OF EXITS AND CONTINUITY (FBC 1018) OCCUPANT LOAD MINN UMBER OF EXITS # PROVIDED 1-500 2 3 2 I I I I ,J r ---------i r— ----- ------— fl �...............� / I r RWI�11II i / — a \ v a \ ---------- CD 0> F.E. 7 Q' / / / / / / / / IIe ipl�lI`IIIii�l"ILII p 9 n 1�urll<tu�vll6i✓�� ----- -- --- -- ; II , l I� I w O rt---------' wA Ue / <1� �I ----------------- o > Alii,>/ v / I(II�IIII�IiV�ll( /\ /\ � �� G�IwIW�,�IH�II�IIVI�o'�u����II.141'�V„,a�u:'��.• \ � � a q � �I it � � � --- - - � � \ / I SII a III �I I �� lI� 4 ` / 8'-5” DEAD END CORIDOR 1 A A 6 Q I 40" 200 LIFE SAFEW PLAN 1/4"=1'-0" (:D HOOD FIRE SUPPRESSION SYSTEM (ANSUL R-102) PANIC HARDWARE, SEE SHEET A1.1 MAIN -FAIN 36" MIN CLEAR AISLE EGRESS PATHS TO EXIT DOORS. (_4:) 30" x 48" CLEAR FLOOR SPACE FOR HANDICAP ACCESS. 2A10BC RATED FIRE EXTINGUISHER PROVIDE ONE KITCHEN RATED (K) FIRE EXTINGUISHER WHERE SHOWN PER NFPA. VERIFY LOCATION WITH LOCAL FIRE MARSHAL. PULL STATION @ 3'-8" A.F.F. 00 cel m �U CJS U) Ln O rn 0) o) O U-) cll 7 CV Cfl r r c- r �� Iv O O L � n :{ C-\] c� Z Z c •E c`1 n- ��� U � n — U W W = z o z �[ W ('o I - C\IC`I C3) 't N -r LL. -'T I, O �r o' aJ cll �r _ U J (N COSI �I (D c f' , :It' U U D S CN1 V) [ I(:). An CONTRACT DATE: 3,16.11 BUILDING TYPE: 'F -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER; 2011-032 LIFE SAFETY PLAN PLOT DATE: R r e��Y',F. •!^'�er.�4�K y"±,�f G3. �n>i 1.�.^5`_�.L.��e2.[•.ri " .. r.7, 0 CI. c., Ca N GC3 DONALD DIBERNARDO AR93507 A CONTRACT DATE: 3.16.11 BUILDING TYPE: T-b07 PLAN VERSION: Aug09-N SITE NUMBER: 12 1 11 1 10 I 9 1 8 I 7 I 6 1 5 I 4 I 3 I 2 I 1 STORE NUMBER: FLOOR PLAN LIS NUMBER: 2011-032 TYPICAL EXTERIOR WALL: TYPICAL INTERIOR WALL: _00 3-5/8" 20 GA. MTL STUDS AT 16" O.C. W/ WALL �1_ 00 SUBSTRATE, VERIFY HEIGHT OF LOW WALL W/ RIGID INSULATION, 1-1/2" MTL STUD & 1/2" GYP. BOARD SHEATHING. EQUIPMENT SUPPLIER. PROVIDE STAINLESS STEEL N -1- N WALLS. INTERIOR SOUND -RATED WALL: 0) N 00 -- - --- - - 8" SMOOTH FACED CMU WALL USED AT SPECIFIC LOCATIONS FOR (6" MTL STUDS @ PLUMBING/ ELEC. WALLS). EXTEND EASE OF INSTALLATION OF FINISHES OR BUILDING ACCESSORIES. WALLS FULL HEIGHT TO UNDERSIDE OF ROOF DECK, PROVIDE UN -FACED, SOUND BATT INSULATION AT CAVITY OF RESTROOMS & OFFICE. Q r7 N ii CD 6) Qo (0 M 00 m OF S.S. PANEL. r (3) U) F _ rte) rr) Ln a z zo B < 0ED 0 0 �t- �- A5,0 oo 36-0" 0 — 8'-3y2 12'-5% E () 40, ® Cy— 2_�;, a l < I -JJ 0 CI. c., Ca N GC3 DONALD DIBERNARDO AR93507 A CONTRACT DATE: 3.16.11 BUILDING TYPE: T-b07 PLAN VERSION: Aug09-N SITE NUMBER: 12 1 11 1 10 I 9 1 8 I 7 I 6 1 5 I 4 I 3 I 2 I 1 STORE NUMBER: FLOOR PLAN LIS NUMBER: 2011-032 TYPICAL EXTERIOR WALL: TYPICAL INTERIOR WALL: "j` 8" SPLIT FACED CMU WALL, REFER TO STRUCTURAL DRAWINGS FOR _ 3-5/8" 20 GA. MTL STUDS AT 16" O.C. W/ WALL . REINFORCEMENT AND FILLED CELL LOCATIONS, PROVIDE 1-1/2 SUBSTRATE, VERIFY HEIGHT OF LOW WALL W/ RIGID INSULATION, 1-1/2" MTL STUD & 1/2" GYP. BOARD SHEATHING. EQUIPMENT SUPPLIER. PROVIDE STAINLESS STEEL FINISH 6" ABOVE CEILING HEIGHT. TYP. AT ALL EXTERIOR CMU CAP, WALLS. INTERIOR SOUND -RATED WALL: EXTERIOR SMOOTH WALL 3-5/8" 20 GA. MTL STUDS AT 16" O.C. W/ WALL SUBSTRATE -- - --- - - 8" SMOOTH FACED CMU WALL USED AT SPECIFIC LOCATIONS FOR (6" MTL STUDS @ PLUMBING/ ELEC. WALLS). EXTEND EASE OF INSTALLATION OF FINISHES OR BUILDING ACCESSORIES. WALLS FULL HEIGHT TO UNDERSIDE OF ROOF DECK, PROVIDE UN -FACED, SOUND BATT INSULATION AT CAVITY OF RESTROOMS & OFFICE. EXTERIOR MTL FRAMING HOODWALL: MTL FRAMING @ BUMP OUT LOCATIONS, SEE WALL SECTIONS & ii TYPICAL INTERIOR WALL WITH 20 GA. S.S. PANEL STRUCTURAL DRAWINGS. I BEHIND HOOD. REFER TO DETAIL 2/M3.0 FOR EXTENT WALL SUBSTRATES: OF S.S. PANEL. - DINING ROOM: 1/2" CEMENT WALLBOARD FROM T.O. SLAB OR T.O. CONCRETE CURB TO 12" A.F.F. MIN / 48" A.F.F. MAX, WITH -1/2" GYPSUM WALLBOARD FROM T.O. CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.O,N. SEE 6, 8 & 16 / A6.5. (NOTE: THE CEMENT BOARD SPECIFICATION IS DESIGNED TO ALLOW THE G.C. FLEXIBLITY. ) - KITCHEN WALLS AND DINING ROOM CLOSET: '1/2" CEMENT WALLBOARD FROM T.O. SLAB OR T.U. CONCRETE CURB TO 48" A.F.F. WITH 1/2" CDX PLYWOOD W/FRP SURFACE FINISH TO 6" ABOVE CEILING HEIGHT U.U.N. IF DOUBLE SIDED SHEAR WALL PLYWD IS SPECIFIED THE PLYWOOD SHALL SHALL BE CONTINUOUS FROM SILL PLATE TO TOP PLATE. SEE 4, 11 & 20 / A6.5 - RESTROOM WALLS: 5/8" CEMENT WALLBOARD FROM T.O. SLAB OR T.O. CONCRETE CURB TO 48" A.F.F. WITH 5/8" HI -IMPACT BRAND XP WALLBOARD, TYPE X CORE FROM T.O. CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.O.N., NO SUBSTITUTIONS ALLOWED. FINISH AS SCHEDULED. SEE 11 (SIM), 12 / A6.5 - ALL OTHER FRAME WALL CONDITIONS: 1/2" CEMENT WALLBOARD FROM T.O. SLAB OR T.O. CONCRETE CURB TO 48" A.F.F., WITH '1/2" GYPSUM WALLBOARD FROM T.O. CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.O.N. FINISH AS SCHEDULED. DIMENSIONS: A. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. REFER TO FOUNDATION PLAN FOR FACE OF CONC. DIMENSIONS. B. DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MIN. REQ'D. NET CLEARANCE FROM FACE OF WALL/ WAINSCOT FINISH. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING. WINDOWS / DOORS: A. SEE SHT. A1.1 FOR WINDOW TYPES AND DOOR SCHEDULE. B. ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING, FINISH SUBSTRATES: A. PROVIDE 1/2" THICK CEMENTITIOUS BD. FROM FLUOR SLAB TO 12" A.F.F. MIN. IN LIEU OF GYP. BD. AT ALL WALLS EXCEPT SHEARWALL SURFACES, U.O.N. B. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS. C. ALL BACK OF HOUSE AND OFFICE WALLS SHALL HAVE '1/2" CDX PLYWOOD SUBSTRATE, U.O.N. DECOR: A. SEE A2.0 FOR SEATING PLAN AND DETAILS. B. SEE A7.0 FOR FLOOR FINISHES, C. SEE A8.0 - A8.3 FOR WALL FINISHES. D. SEE A7.1 FOR CEILING FINISHES. GENERAL: A. PROVIDE THREE FIRE EXTINGUISHERS - (2) 10 Ib. BC and (1) 10 Ib. ABC - TO COMPLY WITH LOCAL FIRE CODE. LOCATE PER DIRECTION OF FIRE MARSHALL OR LOCAL AUTHORIZING AGENT. B. DRAWINGS ARE BASED UPON WOOD FRAMING, UTILIZATION OF METAL STUDS ON NON-BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. C. ALL ATTACHMENTS MADE THROUGH E.I.F.S. SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH, PER 17/A6.3. PLAN NOTAE STARTING POINT. ALL SUB -TRADES SHALL USE THIS POINT AS A BEGINNING LAY -OUT (INSIDE FACE OF EXT. WALL STUDS. LOCATIONS OF EQUIPMENT RECESSED IN WALL. SEE SHEET A2.0 AND DETAIL 14/A6,4. PIPE BOLLARD. REFER TO SITE DWGS. HOOD WALL, SEE WALL LEGEND, 5 ELECTRICAL MAIN SWITCH BOARD. REFER TO ELECT. DWGS. CO2 FILL BOX LOCATION. METAL THRESHOLD. KEEP CLEAR FOR UTILITIES & SYRUP LINES. SEE DETAIL 14/A6.4 FOR STUD LAYOUT REQUIREMENTS. 9 MOP SINK. REFER TO SHEET A2,0 & A2.1. �1 S.S. CORNER GUARD / WALL CAP, TYP, ALL CORNERS IN BACK -OF -HOUSE FROM REAR WALL TO THE KITCHEN SIDE OF THE SERVICE COUNTER. SEE DETAIL 19/A6.4. I'I ELECT. PANELS RECESSED IN 24 WALL. 12 EXTERIOR LIGHTING CONTROL PANEL SURFACE MOUNTED. REFER TO ELECT. DWGS. 13 4" 0 PVC CHASE IN WALL (ABOVE). SEE DETAIL 14/A6.3. 14 6"x6" HORIZONTAL OPENING FOR SYRUP "PUBES. COORDINATE WALL PENETRATION WITH COUNTER INSTALLER. SEAL CHASE TO COUNTER. SEE 19/A6.4. 15 START OF CHAIR RAIL. 16 CONTINUE CHAIR RAIL INTO JAMB - TYPICAL. REMOVEABLE ASTRAGAL. MAINTAIN 3" GAP BETWEEN STONE AND E.I.F.S.IN TOWER RECESS. x.19 SPLASFIGUARD, SEE DETAIL 9/A6.5. INSTALLATION SHALL BE COORDINATED WITH INSTALLATION OF MOP SINK. DOWNSPOUT. 2 D INDICATES INSTA-HOT WATER HEATER LOCATION MOUNTED ON EXTERIOR OF BUILDING. PAINT "TO MATCH BUILDING FACADE, 22 INSULATION NOT REQUIRED ABOVE CEILING IN THIS WALL ONLY. 23 GAS METER LOCATION 24 ROOF ACCESS LADDER LOCATION TACO BELL PLOT DATE: 9'-0" R.O. 7'-4" ---- R.O. CECO H.M. FRAME PRODUCT APPROVAL. FL 10723.1 DESIGN PRESSURES +70 / -70 0'-0" SLAB O U KAWNEER TRIFAB 450 FL. PRODUCT APPROVAL FL 7237-R4 DESIGN PRESSURES +65 / -65 1. DIMENSIONS ON THIS DWG. ARE TO FRAME EDGE. REFER TO SHEETS A1.0 AND A5 SHEETS FOR ROUGH OPENING DIMENSIONS. 2. ENTIRE STOREFRONT SYSTEM SHALL BE DARK BRONZE ANODIZED. 3. ALL SPANDREL GLASS SHALL BE DARK BRONZE TO MATCH FRAMES. 4. SEE SCHEDULE FOR GLASS TYPES. 5. REFEH TO FLOOR PLAN, ELEVATIONS AND WALL SECTIONS FOR ROUGH OPENING DIMENSIONS. 6. ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED AND INSTALLED BY G.C. U.O.N. PREFERRED SUPPLIER INTERIOR DOORS, FRAMES & HARDWARE LOCKNET MIKE MOYNAHAN 100 COURCHELLE DRIVE NICHOLASVILLE, KY 40356 800-887-4307 FAX: 859-887-4958 GLASS SL"';hHEDULE Q 1" INSULATED GLASS Q NOT USED 1" INSULATED TEMPERED GLASS 3 1/4" TEMPERED GLASS NOTE: SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS. DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED. 5 A6.1 ----------------------------------- 4_ v SEE SCOPE OF WORK SHEETS FOR DRIVE-THRU WINDOW INFORMATION QUICKSERV COMMERCIAL PASS-THRU WINDOW FL. PRODUCT APPROVAL FL 12643-1 DESIGN PRESSURES +70 / -80 140TES N.T.S. 5'-4" 7� A6.1 A6.1 4'-0" Zo Lo I KAWNEER TRIFAB 450 FL, PRODUCT APPROVAL FL 7237-R4 DESIGN PRESSURES +65 / -65 KAWNEER TRIFAB 450 FL. PRODUCT APPROVAL FL 7237-R4 DESIGN PRESSURES +65 / -65 1. LAMINATE DOORS 4, 5 & 6 AND PAINT FRAMES 3, 4, 5 & 6. 2. ALL HARDWARE SHALL BE US32D U.O.N. 3. ALL HM FRAMES Sh-IALL BE 16 GA STEEL U.O.N. 4. ALL LOCKS SHALL BE FALCON 6 PIN INTERCHANGEABLE CORE SUPPLIED AND INSTALLED BY THE G.C. ALL EXTERIOR LOCKS SHALL BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES SHALL BE KEYED ALIKE. 5. PERMANENT CORES SHALL BE SHIPPED TO THE RESTAURANT GENERAL MANAGER. 6. MOUNT DOOR CLOSERS ON RESTROOM OR KITCHEN SIDE ONLY. 7. COMPLETE DOOR, FRAME AND HARDWARE PACKAGE INCLUDING: VISION PANEL (WITH 18 GA, HOLLOW METAL FRAME), CONTINUOUS HINGE, HEAVY DUTY CLOSER, RAIN DRIP, DOOR BOTTOM/ SWEEP, WEATHERSTRIP, KICKPLATE AND PANIC HARDWARE, ORDERED THRU LOCKNET SECURITY DOORS, PART #DU367OL52VED (1-800-887-4307) . 8. PROVIDE PUSH/ PULL PLATES. IF REQUIRED BY LOCAL CODE, STOREFRONT DOOR PANIC HARDWARE SHALL BE: DOR-O-MATIC 2092 RIM PANIC HARDWARE AND EXTERIOR PULLS WITH QUALITY #520 DOOR PULL. 9. MOUNT KICKPLATE ON PUSH SIDE ONLY. 10. MAXIMUM DOOR OPERATING PRESSURE: 5 LBS INTERIOR: 15 LBS EXTERIOR. 11. ADA COMPLIANT ACCESSIBILITY SIGNAGE, INCLUDE BRAILLE AS REQUIRED BY LOCAL JURISDICTION - (1) MEN; (1) WOMEN 12. RESTROOM SIGN REQUIRED. 13. INSTALL WITH REMOVABLE DOOR STOPS AND WEATHER STRIPS. 14, FRAMES SHALL BE PAINTED. 15. RESTROOM PARTITIONS: BOBRICK 1080 SERIES, WITH STAINLESS STL. -1 1/2" WALL POST, LATCH, KEEPER, COAT HOOK (D -TL 20/ADA1.0) & MOUNTING BRACKETS. INST ALL PER MANUFACTURER'S SPECIFICATIONS & DETAILS. DOOR HANDLE AND LATCH SHALL BE MOUNTED AT 36" A.F.F. 16. PROVIDE LATCH AND 31-RIKE PLATE HARDWARE BY DOOR MFR. TO BE COMPATIBLE WITH LOCKS DNO R �u Q o N LOCKS CLOSERS KICKPLATE THRESHOLD DOOR STOP o LIS NUMBER: - ---------------------•--------- 2'-4" 7 A6.1 4'-0° 21-411 d- r, v SEE SCOPE OF WORK SHEETS FOR DRIVE-THRU WINDOW INFORMATION QUICKSERV COMMERCIAL PASS-THRU WINDOW FL. PRODUCT APPROVAL FL 12643-1 DESIGN PRESSURES +70 / -80 140TES N.T.S. 5'-4" 7� A6.1 A6.1 4'-0" Zo Lo I KAWNEER TRIFAB 450 FL, PRODUCT APPROVAL FL 7237-R4 DESIGN PRESSURES +65 / -65 KAWNEER TRIFAB 450 FL. PRODUCT APPROVAL FL 7237-R4 DESIGN PRESSURES +65 / -65 1. LAMINATE DOORS 4, 5 & 6 AND PAINT FRAMES 3, 4, 5 & 6. 2. ALL HARDWARE SHALL BE US32D U.O.N. 3. ALL HM FRAMES Sh-IALL BE 16 GA STEEL U.O.N. 4. ALL LOCKS SHALL BE FALCON 6 PIN INTERCHANGEABLE CORE SUPPLIED AND INSTALLED BY THE G.C. ALL EXTERIOR LOCKS SHALL BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES SHALL BE KEYED ALIKE. 5. PERMANENT CORES SHALL BE SHIPPED TO THE RESTAURANT GENERAL MANAGER. 6. MOUNT DOOR CLOSERS ON RESTROOM OR KITCHEN SIDE ONLY. 7. COMPLETE DOOR, FRAME AND HARDWARE PACKAGE INCLUDING: VISION PANEL (WITH 18 GA, HOLLOW METAL FRAME), CONTINUOUS HINGE, HEAVY DUTY CLOSER, RAIN DRIP, DOOR BOTTOM/ SWEEP, WEATHERSTRIP, KICKPLATE AND PANIC HARDWARE, ORDERED THRU LOCKNET SECURITY DOORS, PART #DU367OL52VED (1-800-887-4307) . 8. PROVIDE PUSH/ PULL PLATES. IF REQUIRED BY LOCAL CODE, STOREFRONT DOOR PANIC HARDWARE SHALL BE: DOR-O-MATIC 2092 RIM PANIC HARDWARE AND EXTERIOR PULLS WITH QUALITY #520 DOOR PULL. 9. MOUNT KICKPLATE ON PUSH SIDE ONLY. 10. MAXIMUM DOOR OPERATING PRESSURE: 5 LBS INTERIOR: 15 LBS EXTERIOR. 11. ADA COMPLIANT ACCESSIBILITY SIGNAGE, INCLUDE BRAILLE AS REQUIRED BY LOCAL JURISDICTION - (1) MEN; (1) WOMEN 12. RESTROOM SIGN REQUIRED. 13. INSTALL WITH REMOVABLE DOOR STOPS AND WEATHER STRIPS. 14, FRAMES SHALL BE PAINTED. 15. RESTROOM PARTITIONS: BOBRICK 1080 SERIES, WITH STAINLESS STL. -1 1/2" WALL POST, LATCH, KEEPER, COAT HOOK (D -TL 20/ADA1.0) & MOUNTING BRACKETS. INST ALL PER MANUFACTURER'S SPECIFICATIONS & DETAILS. DOOR HANDLE AND LATCH SHALL BE MOUNTED AT 36" A.F.F. 16. PROVIDE LATCH AND 31-RIKE PLATE HARDWARE BY DOOR MFR. TO BE COMPATIBLE WITH LOCKS DNO R 3,16.11 BUILDING TYPE: BUTTS LOCKS CLOSERS KICKPLATE THRESHOLD DOOR STOP LIS NUMBER: MISCELLANEOUS DETAIL LOCATIC DOOR SIZE w o L � CL J a- 13 1 2- 3 4 _ 5 3 C3 L 1 F 3 3 4 1 2 3 4 5 6 7 1 2 3 1 2 3 1 2 3 4 1 2 Y LL IrwLL CV w ❑ `=J W z W ❑W Q CL `r 0 L 0:Di r v w _j (� 4 w v o Q ❑ w � _ cr° (0 C7 w �❑ O N z Cr aQ O z t w j C3 a 0 x E t -2 v) ciJ ❑� U ? Q cn Y 0 U z w )CL ° CW3 Q N O U �f N= LL w W T' z0� O cn z O W r- W L Y U OJ W p W `L r y U > 1 U X Lo a U < w T U) E. F- Q 0❑ r Ct1 �) O 0 F -j z X F O ~C 1= cn m r- c� U 0❑ ❑ W `t 4 G- c� z w z O❑ O 0 O U O i- m O z cn v) Z u) j CL Q 0 CD j U E J Z ;( z X [ ❑ ui O ❑ z Lu O k CO y Z O ❑w O W ❑ S2 Y CD O 0 ❑ (n (n W V) m ca Lu W WCC W Z U � O ❑ ~ W O W_ z0 ❑ LWL I J -� U O CC 0 T <C V) U O � -1 m �) N ¢ on W O O al W Lt z _ CC U a J W J < z ' Q � ~ N � <r CY) � 1 LL7 jY W () p P7 I lC) F- F- y ❑ CD CL'LL' r U N � z J E. O WO C- LLJ f-- U) U) � CL z W z az W :,- OF- U 0 z c� W #_ =4t C3 U F c9 r Lo c Z r) o W cn W t- �p O F- F O 4 FW-• a -� 00- CY O ❑ O 0 C3 O q = rL z Z z w s z z z COM co w u) z U) U) f- U) E ❑ U E. Cl o 2 W n� El- � ,� 0 0 0 0 U 0 U 0 U z E W w 0 w O �_ Q w Lu Q O ❑ m w w W Z z d N Z O❑ U ¢❑ U J O o Z U U U W r z -� ¢❑ (n J D [j i-- w . ❑ z 1, O O n LL7 �r cn wcf) O C r U T L LL LL E. LL LL W U (n Y �( f LL T r CL E_ U) U) � U ❑ T 1 3'-0" x 7-0" x 1-3/4" A 2 AL AL X X X X X X X 2 (2) 3'-0" x 7-0" x 1-3/4" B -1 AL AL X X X X X - X X 3 3'-6" x 7'-0" x 1-3/4" C 7 HM HM X X X X X X X X 9/A6.1 8/A6.1 4 3'-0" x 6'-8" x 1-3/4" D WD FIM X X X X X X X X X X 10/A6.4 10/A6.4 5 3'-0" x 6'-8" x 1-3/4" D WD HM X X X X X X X X X X. 10/A6.4 10/A6,4 KAWNEER TRIFAB 450 FL, PRODUCT APPROVAL FL 7237-R4 DESIGN PRESSURES +65 / -65 NOTE: ELEVATIONS DRAWN AS VIEWED FROM EXTERIOR OF BUILDING. WINDOW TYPES 1/4" = .1-0 SIGN WHERE NOTED r) KICKPLATE ON PUSH SIDE ONLY UNDERCUT - SEE M2.0 KICKP KITCH ONLY CECO DOORS PRODUCT APPROVAL. FL 10723.1 DESIGN PRESSURES +70 / -70 FRAME FOR TYPE A&B DOORS c4-In\nml lnl Cl/Al 1 CA) KAWNEEH 350 SEHIES FL. PRODUCT APPROVAL FL 7237-114 DESIGN PRESSURES +65 / -65 rmixH FLOOR NOTE: ELEVATIONS DRAWN AS VIEWED FROM EXTERIOR OF BUILDING OR OUTSIDE ROOM. DOOR TYPES 1/4" = V-0 C"ep cu - M .1 �Lj DONALD DIBERNARDO AR93507 A CONTRACT DATE: 3,16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 0 OTY, ITEM REMARKS 10 1 SERVING COUNTER INCLUDES SELF SUPPORTING FRAME 20 2 DINING SCREEN SEE A8.0 FOR LOCATION O - NOT USED -- 0 1 CONDIMENT COUNTER -- O -1 SET TABLE PACKAGE INCLUDES TABLES, FRAMES, BOOTHS (MIN.5% (3 SEATS) SHALL BE ACCESSIBLE. 06 1 SET CHAIR PACKAGE -- �0 1 TRASH RECEPTACLE/TRAY RETURN -SINGLE -- 08 1 TRASH RECEPTACLE/TRAY RETURN -DOUBLE -- O 1 SETTEE -- 10 1 DIVIDER WALL Q1 0 1 SEI" ARTWORK PACKAGE REFER TO PLAN AND SCHEDULE (THIS SHEET) AND INTERIOR ELEVATIONS SHEETS A8.0 & A8.1 FOR LOCATIONS 12 1 BENCH MOUNTED DINING SCREEN < O r� cll cll — 0 E �r W *THE NUTRITION MATERIALS (ACRYLIC HOLDER, NUTRITION POSTER AND BRAND NUTRITION BROCHURES) ARE PART OF A NEW RESTAURANT'S GRAND OPENING KIT AND ARE PROVIDED BY YUM FORMS. 0 QTY. ITEM REMARKS G1 1 "OPEN LATE" (40-1/2" W x 45" H) SEE A8.0 FOR LOCATION G2 2 "DRIVE-THRU MAN" (40 1/2" W X 45" H) SEE A8.0 FOR LOCATION G3 1 "EMPTY STOMACH" (401/2" W X 45" H) SEE A8.0 FOR LOCATION G4 1 TB QUALITY STATEMENT (26" W x 52" H) SEE A8.0 FOR LOCATION G5 1 NUTRITION POSTER * SEE A8.0 FOR LOCATION r`-) O O r-) Ln 9) co QD 0-) c\1 w co m, .,. G9 1 "KID'S MEAL DISPLAY" (21" W X 30" H) SEE A8.0 FOR LOCATION O O I Q1 IN G C) L° < O r� cll cll — 0 E �r W *THE NUTRITION MATERIALS (ACRYLIC HOLDER, NUTRITION POSTER AND BRAND NUTRITION BROCHURES) ARE PART OF A NEW RESTAURANT'S GRAND OPENING KIT AND ARE PROVIDED BY YUM FORMS. 111�� 11111 1111 111 1 ARTWORK DECOR 1. REFER TO SC SHEETS FOR SCOPE OF WORK RESPONSIBILITIES. 2. (H) - SYMBOL DENOTES A HIGH TABLE OR DINING COUNTER WITH STOOLS. 3. CH - SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE. GENERAL NOTES STORAGE TYPE DRY STORAGE COLD STORAGE FROZEN STORAGE LINEAR FT, (� EQUIPMENT/SEATING PLAN 1/4"=1'-0" HOOD FIRE SUPPRESSION SYSTEM (ANSUL R-102) SEE SHEET A1.1 FOR SECURITY DOOR PACKAGE. MAINTAIN 36" MIN CLEAR AISLE EGRESS PATHS TO EXIT DOORS. c—D 30" x 48" CLEAR FLOOR SPACE FOR HANDICAP ACCESS. 5 DOT INDICATES CORE DRILL LOCATION. CORE DRILL LAYOUT TO BE PROVIDED BY THE SEATING VENDOR. SEE DETAIL 7/A6.5 AND SCOPE OF WORK. CHANGE CORE DRILL BITS TO MATCH DECOR BASE SIZE TO MAINTAIN 3 /8" MAX GROUT LINE AROUND BASE �� PULL S TATION Ccs 3'-8" A.F.F. GAS LINE DOWN TO EQUIPMENT, COORDINATE LOCATION OF HORIZ PVC SYRUP CHASE THROUGH WALL TO COUNTER. g SWITCHGEAR / ELECTRIC PANELS, 10 8' LADDER. FUTURE BRINKS SAFE. 12 2A10BC RATED FIRE EXTINGUISHER PROVIDE ONE KITCHEN RATED (K) FIRE EXTINGUISHER 38 WHERE SHOWN PER NFPA. VERIFY LOCATION WITH LOCAL FIRE MARSHAL. 18 13 CONTRACTOR TO PROVIDE AND INS -FALL CORNER SHELF AT MOP SINK DIRECTLY ABOVE HEIGHT OF MOP HANDLE. COORDINATE SPEC. WITH OWNER. 7 14 GAS METER. 15 CONTRACTOR FABRICATED PLASTIC LAMINATE FINISHED COUNTER. CONTRACTOR TO PROVIDE AND INSTALL HEACVY DUTY WALL MOUNTED ADJUSTABLE SHELVING BRACKETS AND STANDARDS W/ PLASTIC LAMINATE FINISHED SHELVES. SEE ENLARGED PLAN AND ELEVATIONS. KEYNOTES 00 DONALD DIBERNARDO AR9:3507 A IL A CONTRACT DATE: 3.16.11 BUILDING TYPE: o r oo AuD09-N N -I- N M cy) r") N 00 m cs) — r- I I L0 a r`-) O O r-) Ln 9) co QD 0-) c\1 w co m, .,. n n O O I Q1 IN G C) L° < O r� cll cll — 0 E �r W � w w L� 0 <>; w 00 DONALD DIBERNARDO AR9:3507 A IL A CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: AuD09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL 2700 S. ORLANDO DR. SANFORD, FL 32773 PLOT DATE: NO. QTY G.C. INST. ITEM DESCRIPTION MFR. & MODEL NUMBER PLUMB ELECT GAS REMARKS NO. LIS NUMBER: 2011-032 R CONTRACTOR BUILDING ELEMENTS B-140 1 X DRIVE-THRU WINDOW QUICKSERV #SC-4030BR READY ACCESS #275 47.5"Wx35.7"H X G.C. TO PROVIDE TRANSOM - DARK BRONZE ANODIZED B-140 B-215 1 X TANKLESS WATER HEATER RINNAI MODEL # R94LSI X X X ORDERED DIRECT FROM YRFS B-215 B-241 2 X SOAP DISPENSER (WALL MOUNT) KAY 3741 SURFACE MTD B-241 B-251 2 X SANITIZER DISPENSER KAY 3741 SURFACE MTD. B-251 B-265 2 X MIRROR, 18" X 36" BOBRICK #B-165-1836 SURFACE MTD B-265 B-275 2 X TOILET PAPER DISPENSER BOBRICK #B-2890 X X SURFACE MTD B-275 B-290 2 X PAPER TOWEL DISPENSER BOBRICK #13-262 X SURFACE MTD. B-290 B-292 2 X PAPER TOWEL DISPENSER / TRASH 12 GALLON BOBRICK #B-3942 X SEMI -RECESSED B-292 B-300 2 X GRAB BAR 1-1/2"DIA X 36" S.S. FIN. BOBRICK #B6806X36 X SURFACE MTD B-300 B-305 2 X GRAB BAR 1-1/2"DIA X 42" S.S. FIN. BOBRICK #B6806X42 _ SURFACE MTD B-305 B-400 1 X_ WASTE BASKET - 32 GALLON RUBBERMAID 12632 (GREY) X SPLASH MOUNTED, FOR N-053 B-400 8-405 5 X WASTE BASKET RUBBERMAID SLIM JIM #3541 (GREY) X FOR N-053 B-405 B-406 1 _ X WASTE BASKET RUBBERMAID 28 QT #2956 (BLACK) X 2" -PP/IST TYPE, FOR N-698 B-406 B-410 1 X SANITARY NAPKIN RECEPTACLE RUBBERMAID #6140 X INCLUDES ACCESSORY KIT & MOUNTING HARDWARE N-202 B-599 1 X MOP SINK STATION ISS #WST806Y X _B-410 B-599 C COOKING EQUIPMENT C-016 1 X SINGLE OPEN FRYER W/ UNDER -FRYER FILTER SYSTEM FRYMASTER #FPH55SD X X COMES WITH GAS HOSE KIT. OPTION: WITHOUT FILTER C-015 C-105 1 X RETHERMALIZER PITCO #TB-SRTG14-2 X X X USE GAS HOSE KIT 0-502 C-105 C-200 2 X SPLIT LID CLAM SHELL TOASTER STAR #GRI4SPT X X POWERED BY PRODUCTION LINE C-200 C-240 2 X CHEESE MELTER (DOUBLE) A. J. ANTUNES #TBS -2X X X POWERED BY PRODUCTION LINE C-240 C-400 1 X COOK TIMER FAST #TBZAPI2 X X FOR THE RETHERMALIZER C-400 C-502 2 X GAS HOSE KIT - 3/4" DIAMETER DORMONT #1675KIT-BS36 X FOR C-011 & C-100 C-502 P-550 1 X KNIFE RACK EDLUND #KR -99 P-550 P-673 1 X WORK TABLE, 36" X 30" ISS #WST908A FOR RETHERMALIZER AND HOT WATER P-673 P-674 1 X WORK TABLE, CUSTOM CUSTOM DRAINBOARD EXTENSION PER OWNER'S REQUIREMENTS P-674 E EXHAUST HOODS/FIRE SUPP. E-272 1 X TB HOOD GEN. VENTILATION X PRE -PIPED FOR ANSUL SUPPRESSION E-272 R-030 'I X 1/2 HT. FREEZER (RH) STD. CASTERS DELFIELD 407CA, RH X R-030 R-034 1 X MINI REFRIGERATOR SILVER KING SKP33 X R-030 F° OFFICE/EMPLOYEE/MUSIC/MISC. F-001 1 X FILE CABINET (2 DRAWER HIGH) 18" x 36" x 27"H 9336P2FIH IN OFFICE. SEE SHEET A8.1 F-001 F-021 1 X CHAIR - OFFICE HON #5831 IN OFFICE. SEE SHEET A8.1 F-019 S-004 1 X HEAT CABINET - FULL HEIGHT - (1) LH BEVLES #CS82-CH8120LH X W/ 8 SHELVES EACH 5-004 F-030 1 X COAT HOOKS ISS #HOOK246R2Y X W/ 8 SHELVES EACH F-030 F-040 1 X OFFICE COMPUTER POS PROVIDED X IN OFFICE. SEE SHEET A8.1 F-040 F-050 1 X CREDIT CARD SATELLITE ROUTER JUNCTION YUM X MOUNT ON DT WINDOW HEADER F-050 F-060 1 X MONITOR -OFFICE YUM IN OFFICE. SEE SHEET A8.1 F-060 F-080 1 X OFFICE PRINTER/ COPIER/ FAX/ SCANNER POS PROVIDED X IN OFFICE. SEE SHEET A8.1 F-080 F-090 3 X UPS (UN-INTERUP TABLE POWER SUPPLY) POS PROVIDED X X F-090 F-100 1 X MONEY COUNTER TELLERMATE #TYR100TB X X OR CORNELIUS IDC255 PROGATE 5 F-100 F-131 1 X MUSIC SYSTEM MUZAK #6848. LOCAL LEASE X X MUZAK (LOCAL LEASE) F-131 F-160 3 X _ DROP SAFE PERMA VAULT #PRO -10 F-160 F-171 1 X SAFE WITH AUDIT LOCK (FUTURE) FIREKING #BSD2920AAXRTB X F-17-1 F-174 1 X SAFE WITH TOUCH SCREEN CONTROLS BRINKS COMPUSAFE 3000, #2820W X _ F-174 F-211 1 X CLOCK EQUITY TIME #87220 IN OFFICE. SEE SHEET A8.1 F-211 F-261 1 SET X LOCKERS STORAGE SOLUTIONS, INC. #6367VF-723 F-261 F-270 1 X FIRST AID KIT SWIFT #68-UFPC IN OFFICE. SEE SHEET A8.1 F-270 F-360 0 X VIDEO TRAINING UNIT (FRANCHISE OPTION) COBY #TFDVD15911 X MUST ORDER RESTRAINING CABLE F-360 F-361 1 X VIDEO'TRAINING UNIT DELL -LATITUDE E5500 X LAPTOP F-361 F-452 2 X BABY CHANGING STATION SAFE -STRAP COMPANY #4399 X FRANCHISEES CA USE HOSHISAKI KMS -1230 7452 F-505 2 X STACKABLE HIGH CHAIR MARSTON #C -30-N (NATURAL OAK) X X W/ ROOF MOUNTED CONDENSERS F-505 F-915 2 X FLOOR MAT 3'X 5' ENTRANCE, INC, #41150012 X X RUBBERIZED F-915 F-920 1 X FLOOR MAT 2'X 8' CREST #249614 ANTISLIP RUBBERIZED F-920 S-546 1 X ICED TEA BREWER TETLEY TB3Q X X S-546 5-550 1 BAG -N -BOX SYRUP RACK CORNELIUS/REMCOR BNB 12138P X _ _ _ FLO-3REG-2CRBv� S-550 8-570 2 K WORKSTATIONS/SHELVING/CARTS CORN ELI US/REMCOR X X SHELF MOUNTED BELOW EACH DRINK DISPENSER 3-570 K-132 1 X OPENING MADE SIMPLE TABLE ISS #WST1434Y ROLLING TABLE 18.25" X 24.5" K-160 S-600 - X BUNDLED SYRUP LINES CORNELIUS/REMCOR TUBE BUNDLE X SEE SCOPE OF WORK (PEPSI) S-600 S-639 1 X FROZEN BEVERAGE DISPENSER CORNELIUS VIPER #621360041'TB X X W/ BOOSTER AND INSTALLATION KIT 5-639 K-210 1 X PREP SINK WORKSTATION 50" TRACK ISS #WST255E WALL TRACK SHELVING K-210 K-221 2 X 3 COMP. SINK WORKSTATION 96" TRACK ISS #DS -1 F WALL TRACK SHELVING K-221 K-380 1 X FRY WORKSTATION 30"W x 30"D x 75"H ISS #FRYTAB3030YA K-380 K-420 1 XCARBONATOR PLATFORM SHELF 18" X 24" ISS #WST34Y K-420 K-431 2 X _ TORT RACK 18" x 36" x 74" ISS 1#WS T233YA K-431 K-490 2 X FRONT COUNTER SI-IELVING 18" x 24" x 24" (2 TIER) ISS #WST440Y ~X UNDER SERVING COUNTER K-490 U-024 1 X BASE STATION - Df r COMM. SYSTEM HME SYSTEM #C113466 IQ SYSTEM X 6 COMMUNICATORS, +T-0" A.F.F. T U-024 K-602 3 X SHELVING UNIT 18" X 36" X 86"H (5 TIER) ISS #WST238Y X K-602 K-603 5 X SHELVING UNIT 18" X 42" X 86"H (5 TIER) ISS #SU184285Y X 2 FOR F/C AND 1 D/T K-603 K-604 4 X SHELVING UNIT 18" X 48'X 86"Fl (5 TIER) ISS #SU184885Y X _ _ 2 FOR F/C AND 2 D/T K-604 K-605 3 X SHELVING UNIT 18" X 54" X 86"H (5 TIER) ISS #SU185485Y SEE SCOPE OF WORK K-605 K-658 1 X SHELVING UNIT 18" X 48" X 86"H FREESTANDING CANTALEVER NEW AGE #2583 SEE SCOPE OF WORK K-658 K-659 1 X SHELVING UNIT 18" X 36" X 86"H FREESTANDING CANTALEVER NEW AGE #2581 X K-659 U-239 3 X MONITOR CEILING MOUNTED BRACKET PAR FOR ONE MONITOR EACH U-239 U-242 1 X MONITOR CEILING MOUNTED BRACKET PAR FOR TWO MONITORS EACH U-242 U-250 6 BUMP BAR PAR WITH MOUNTING PLATE U-250 W WALK-IN COOLERS/FREEZERS W-075 1 X WALK-IN COOLER/FREEZER ICS/NORLAKE X X 1 COOLER, 1 FREEZER. XDX & EPACT (CORPORATE STORES) NOT APPROVED FOR THE NORLAKE VERSION CAPSULE PAK W-075 B D/T CLEARANCE BAR, SECURITY DOOR, WATER HEATER, D/T WINDOW, RESTROOM ACCESSORIES, AIR DOUR/CURTAIN, MOP SINK, HAND SINK ACC., CORNER GUARDS, MATS C FRYERS, OVENS, GRILLS, RETHERMALIZERS, TOASTERS, MICROWAVES E KITCHEN EXHAUST HOODS, FIRE SUPPRESSION EQUIPMENT F SAFE, OFFICE EQUIPMENT, EMPLOYEE STORAGE/BREAK K SHELVING, WORKSTATIONS, CARTS, RACKS, DOLLIES L SITE LIGHTING, SIGNAGE, MENUBOARDS N POWERSOAK, KITCHEN HAND SINKS, PREP. SINKS, DISHWASHERS P M.A.P.S. LINES, I -LINES, PACK LINES, BREADERS, MARINATORS, HOT WATER, WORK TABLES, CHEESE MELTERS R REFRIGERATORS AND FREEZERS (NOT WALK-IN) S DRINK SYSTEMS & EQUIP., HEAT CABINETS, STAGERS, WARMERS, SERVING EQUIP., Dfr EQUIP. U SECURITY SYSTEM, LOCKS, CCTV, D/T COMMUNICATIONS/POS SYSTEM, POS EQUIP. W WALK-IN COOLERS/FREEZERS NG® QTY G.C. INST. ITEM DESCRIPTION MFR & MODEL NUMBER PLUMB ELECT GAS REMARKS KS NO. LIS NUMBER: 2011-032 L 'LIGHTING/SIGNAGE/MEI UBOA ®S L-014 1 X INTERIOR MENU BOARD PACKAGE - ROTATING, 10 -PANEL POSTERLOID #TBLED10P2010 X LED INTERNALLY ILLUMINATED L-014 L-150 1 X SECURITY DOOR DANGER SIGN ADVERCO#ADVCUSTOM ORDERED DIRECT FROM YRFS L-150 SINKS/DISHWASHERS N-043 1 X 3 -COMP POWER SOAK 1021 x 31 "D (R TO L) METCRAFT #PS6750 X X W/ PRE -RI NSE, CLICK&CLEAN SYSTEM & (2)'T & SB -2466 FAUCETS N-043 N-053 2 X HAND SINK (KITCHEN) AERO #HS -MOD X N-053 N-071 1 X MOP SINK FAUCET T&S #13-2465 X �T N-071 _ N-130 1 X 1 COMP, SINK FAUCET T&S FAUCET B-2463 X FOR N-699 N-130 N-133 2 X HAND SINK FAUCET T&S FAUCET B -2456-W X SPLASH MOUNTED, FOR N-053 N-133 N-150 2 X HAND SINK FOOT PEDAL T&S B-0507 X FOR N-053 N-150 N-171 1 X 1 COMP. SINK WASTE DRAIN LEVER T&S FAUCET 8-20 X 2" -PP/IST TYPE, FOR N-698 N-171 N-202 1 X MOP SINK 24"X24" FLOOR MOUNT SINK AERO MANUFACTURING CO., INC. #31VIP-2121-6 X INCLUDES (2) 24"X36" WALL PANELS N-202 N-698 1 X 1 COMP PREP SINK 53"W X 27"D X 35 1/2"H AERO #2F1211617LR X N-698 P FOOD PREPARATION P-315 1 X REVERSE OSMOSIS SYSTEM CUNO #FSTM-HP X REQUIRES FLOOR SINK P-315 P-311 1 X DUAL LINE - 157"x48" (DRY LINE) DELFIELD #TB000P09 X X GRILL AND DRY WELL P-311 P-417 1 X 8-CHANNELTIMER FAST #TRACK2X4TB X _ ALTERNATE: PRINCE CASTLE #7551-IM8TB P-417 P-450 2 X HOT WATER SYSTEM BUNN-O-MATIC #{-15X-40-208 X X W/ SHELF, BRACKET & FILTER P-450 P-540 3 X STORAGE BINS RUBBERMAID #3600 _ P-540 P-550 1 X KNIFE RACK EDLUND #KR -99 P-550 P-673 1 X WORK TABLE, 36" X 30" ISS #WST908A FOR RETHERMALIZER AND HOT WATER P-673 P-674 1 X WORK TABLE, CUSTOM CUSTOM DRAINBOARD EXTENSION PER OWNER'S REQUIREMENTS P-674 R REFRIGERATION R-030 'I X 1/2 HT. FREEZER (RH) STD. CASTERS DELFIELD 407CA, RH X R-030 R-034 1 X MINI REFRIGERATOR SILVER KING SKP33 X R-030 S SERVING/DRIV'E-iI° RU S-004 1 X HEAT CABINET - FULL HEIGHT - (1) LH BEVLES #CS82-CH8120LH X W/ 8 SHELVES EACH 5-004 3-005 _ 1 X HEAT CABINET - FULL HEIGHT - (1) RH BEVLES #CS82-CH8 120RH X W/ 8 SHELVES EACH S-005 -065 2 X DESSERT TOWER HATCO #GRBW-24D X _ MOUNT ON PRODUCTION LINE OVER SHELF S-065 S-204 1 X DRIVE=THRU TIMER SYSTEM HME /#C11422TB ^ X MOUNT ON DT WINDOW HEADER S-204 8-274 1 X BEVERAGE COUNTER DRIVE THRU (36" x 61") ISS #WST1242YA W/ ISS #CONDTOW24L 5-274 5-276 1 X PICK-UP DRIVE-THRU COUNTER (30" x 48") ISS #NJST979YA _ Vl/ ISS /#CONDTOW24L 5-276 S-284 1 X BEVERAGE DISPENSER - SELF -SERVE CORNELIUS 6/1057625 X X 5-284 5-285 1 X BEVERAGE DISPENSER - DRIVE THRU SERVEND NGF-250QD X X OR CORNELIUS IDC255 PROGATE 5 S-285 S-286 1 X WATER FILTER SYSTEM SHURFLO 7# WB6-M3-22-003 X X FRACHISEES CAN USE SELECTO #TB5/620-5 S-286 5-371 1 X SELF SERVE DRINK COUNTER CARTER IIOFFMAN #CH3TDS72N55 5-37'1 5-324 1 X PRE -PAY COUNTER (18'X36") ISS # 5-324 8-440 2 X FLUSH MOUNTED LID DISPENSER TRAEX /#FML -3V _ 5-440 S 441 1 X FLUSH MOUNTED WRAPPED STRAW DISPENSER TRAEX #MRB 2 S-441 5-454 2 X T-SHIRT BAG HOLDER FRANKE #27012973 S-454 S-456 1 X 30" x 30" FRUITISTA TABLE ISS #WST1185 _ �~ 5-456 5-460 2 X TEARDROP BAG HOLDER APW #14251 S-460 5-481 2 X DRIVE THRU CUP DISPENSER A.J. ANTUNES #DACS50 _ W/ ANGLED MOUNTING BRACKET OMNITEAM CDB-D'IA 3-481 S-489 2 X DIGITAL SCALE EDLUND DS -10 X FRANCHISEES CA USE HOSHISAKI KMS -1230 S-489 S-513 2 X ICE MAKER (PLACED ON TOP OF DRINK MACHINES) MANITOWOC #SY-1474C X X W/ ROOF MOUNTED CONDENSERS S-513 S-540 1 PEPSI BOOSTER TANK X X _ SEE SCOPE OF WORK (PEPSI) S-540 5-544 2 X ICED TEA DISPENSER TETLEY TDO -4 _ 8-544 S-546 1 X ICED TEA BREWER TETLEY TB3Q X X S-546 5-550 1 BAG -N -BOX SYRUP RACK CORNELIUS/REMCOR BNB 12138P X _ _ _ FLO-3REG-2CRBv� S-550 8-570 2 CARBONATOR CORN ELI US/REMCOR X X SHELF MOUNTED BELOW EACH DRINK DISPENSER 3-570 8-580 1 CO2 (BULK) TANK MVE 7#11805373 WITHOUT IMPURITY RING 5-580 S-600 - X BUNDLED SYRUP LINES CORNELIUS/REMCOR TUBE BUNDLE X SEE SCOPE OF WORK (PEPSI) S-600 S-639 1 X FROZEN BEVERAGE DISPENSER CORNELIUS VIPER #621360041'TB X X W/ BOOSTER AND INSTALLATION KIT 5-639 U SECURITY/COMM./FIRE PRCT./PCS U-019 1 X CCTV DVR & MONITOR MARTCO ~X WITH 1 CAMERA. SEE DETAIL 2/E6.0 FOR MNTG. MONITOR U-019! U-024 1 X BASE STATION - Df r COMM. SYSTEM HME SYSTEM #C113466 IQ SYSTEM X 6 COMMUNICATORS, +T-0" A.F.F. T U-024 U-061 2 CREDIT CARD READER (VSAT) X U-061 U-070 3 RECEIPT PRINTER POS PROVIDER X 2 FOR F/C AND 1 D/T U-070 U-100 3 POS/ORDER ENTRY TERMINAL POS PROVIDER X _ _ 2 FOR F/C AND 2 D/T U-100 U-121 3 CASH DRAWER BRACKETS POS PROVIDER SEE SCOPE OF WORK U-121 U-152 3 CASH DRAWER POS PROVIDER SEE SCOPE OF WORK U-152 U-238 5 KITCHEN MONITOR PAR X U-238 U-239 3 X MONITOR CEILING MOUNTED BRACKET PAR FOR ONE MONITOR EACH U-239 U-242 1 X MONITOR CEILING MOUNTED BRACKET PAR FOR TWO MONITORS EACH U-242 U-250 6 BUMP BAR PAR WITH MOUNTING PLATE U-250 W WALK-IN COOLERS/FREEZERS W-075 1 X WALK-IN COOLER/FREEZER ICS/NORLAKE X X 1 COOLER, 1 FREEZER. XDX & EPACT (CORPORATE STORES) NOT APPROVED FOR THE NORLAKE VERSION CAPSULE PAK W-075 B D/T CLEARANCE BAR, SECURITY DOOR, WATER HEATER, D/T WINDOW, RESTROOM ACCESSORIES, AIR DOUR/CURTAIN, MOP SINK, HAND SINK ACC., CORNER GUARDS, MATS C FRYERS, OVENS, GRILLS, RETHERMALIZERS, TOASTERS, MICROWAVES E KITCHEN EXHAUST HOODS, FIRE SUPPRESSION EQUIPMENT F SAFE, OFFICE EQUIPMENT, EMPLOYEE STORAGE/BREAK K SHELVING, WORKSTATIONS, CARTS, RACKS, DOLLIES L SITE LIGHTING, SIGNAGE, MENUBOARDS N POWERSOAK, KITCHEN HAND SINKS, PREP. SINKS, DISHWASHERS P M.A.P.S. LINES, I -LINES, PACK LINES, BREADERS, MARINATORS, HOT WATER, WORK TABLES, CHEESE MELTERS R REFRIGERATORS AND FREEZERS (NOT WALK-IN) S DRINK SYSTEMS & EQUIP., HEAT CABINETS, STAGERS, WARMERS, SERVING EQUIP., Dfr EQUIP. U SECURITY SYSTEM, LOCKS, CCTV, D/T COMMUNICATIONS/POS SYSTEM, POS EQUIP. W WALK-IN COOLERS/FREEZERS ra c.s 00 DONALD DIBERNARDO AR93501 a CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 IE NOTE: PRIMARY AND OVERFLOW SCUPPER OPENINGS TO BE SIZED PER U.P.C. APPENDIX D AND LOCAL CODE REQUIREMENTS 22 GA. G.I. CONDUCTOR HEAD CV (-) `, TYP. L--------- VERTICAL WALL BASE FLASHING SYSTEM ING SYSTEM 411 1. 2 1, 2 CAP SHEET FLASHING SHEET 9 PRIMARY SCUPPER 4" `,_,I 4 * NOTE: ALL SEAMS C FLASHING TO BE SOLDERED OVERFLOW SCUPPERI 4" 4" y411 I * NOTE: ALL SEAMS @ FLASHING TO BE SOLDERED * UtblUIV AIVU SILL F'tH LUUAL HEC.IUIHEMLN I qCUPPER ■ INr- 7 1 6 WATERPROOFING: A. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED. B. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECS. SEE SPECIFICATIONS FOR SEALANT SPECS. C. ALL SHEET MTL FLASHING SHALL BE 22 GA MIN. MISCELLANEOUS: A. ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER WILL NOT BE ALLOWED. B. EXHAUST FANS MIN. 10'-0" AWAY FROM ALL AIR INTAKE /SUPPLY. ROOF INSULATION: A. RIGID BOARD, INSULATION TYPE 3. REFER TO SPECIFICATION SECTION 07210, B. BOARD THICKNESS TO BE DETERMINED BY SITE-SPECIFIC REGIONAL REQUIREMENTS; 1/2" MINIMUM (PER ROOFING SYSTEM STANDARD). ROOFING SYSTEM: A. SINGLE -PLY SYSTEM. REFER TO SPECIFICATIONS SECTION 07523. B. G.C. SHALL COORDINATE ALL INSTALLATION REQUIREMENTS. ALTERNATE ROOFING SYSTEM: A. REFER TO SPECIFICATION SECTIONS 07550 and 07555. B. G.C. SHALL COORDINATE ALL INSTALLATION REQUIREMENTS. ROOF CRICKETS: A. CRICKETS @ ROOFTOP EQUIPMENT SHALL BE FORMED WITH TAPERED INSULATION TO SUCH AN EXTENT AS TO PROVIDE A POSITIVE MIN, 1/2" SLOPE TO THE VALLEY. CRITICAL FINISH OPENINGS: A. BUILDING FINISH OPENINGS THAT ARE DESIGNATED AS "CRITICAL" SHALL BE MAINTAINED TO PROVIDE FOR THE STANDARD INSTALLATION OF STANDARD SIGNAGE / BUILDING ELEMENTS. VERIFY DIMENSIONS WITH SIGN VENDOR. 5 1 4 .I HVAC UNIT. INSTALL PLUMB AND LEVEL, EXHAUST FAN. SEE SHEETS M3.0 & M3.1 AND DETAILS 18,19 / A6.0. RESTROOM EXHAUST FAN, SEE DETAIL 18/A6.0, CANOPIES. SEE SCOPE OF WORK. 5 TACO BELL FLYING ARCH, ICE MACHINE CONDENSERS. WALK-IN COOLER / FREEZER CONDENSERS. SEE SCOPE OF WORK. OUTSIDE AIR INTAKE FOR HVAC UNIT. MAINTAIN MIN. IU -0" SEPARATION FROM PLUMBING VENTS, FLUES AND BUILDING EXHAUST. PIPE HOOD FOR UTILITIES, SEE DETAIL 9 / A6.0. 10 24x36 WALK MATS. SEE ROOF SPECS. 11 DUROLAST ROOFING SYSTEM, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 12 ROOF LADDER. SEE DETAIL 15 / A6.3. 13 DURO-LAST METAL DRIP -EDGE. PAINT IN FIELD, SEE DETAIL 1 & 2 / A6.0. 14 COPING JOINT W/CAP FLASHING SEAM. TYP. REFER TO DETAIL 6 / A6.0. EVERY 20'-0" RUN MAX AND 24" MAX FROM EACH CORNER, 15 WASTE VENT THRU ROOF. SEE DETAIL 12 / A6.0. r r E D 0 CRICKETSr;. j 1 AT THE AS INDICATED. tU FOOT.CMICKET SLOPE: 1/2" PER e.v.. ,Ii_....t.-... .......r.t..+s__J.._..,- .., ._v - ..n.....'f: .. e.t..v_: l A 3 2 ROOF PLAN 1/4"=1' o" TRANSITION BETWEEN HIGH PARAPET AND LOW PARAPET TO BE FINISHED AND PAINTED AS PARAPET WALL. SEE DETAIL 5/A6,0. CLIPOWER/GAS/CONDENSATE ENTRY UNDER HVAC UNIT (PER HVAC MFR. SPECS.) REFER TO MECH. AND PLUMB. DWGS. UTILITY ACCESS FROM WITHIN CURB -NO ROOF PENETRATIONS. DO NOT RUN ON ROOF SURFACE, SEE 13 / P6.0. _I F3 RAISED EQUIPMENT STAND, ALUMISTAND & VIBRA-DAMP CORP., MIAMI -DADS NOTICE OF ACCEPTANCE /F07-0516.04 �19 24" x 24" HINGED LOUVER, SEE DETAIL 3 / A6.0. 20 TOWER TO PARAPET TRANSITION. SEE DETAIL 5/A6.0. 21 ROOF CRICKET. SEE DETAIL -16/A6.0 i 22 SCUPPER and DOWNSPOUT, SEE DETAIL E. i 23 SCUPPER OVERFLOW DRAIN (SIZE PER LOCAL REQUIREMENTS). I 24 MAINTAIN MFR'S ROOFTOP UNIT MAINT CLEARANCE. i APPROVED ROOFING SYSTEM: DUROLAST ROOFING, INC. j FL. PRODUCT APPROVAL FL -1559-R5 SYSTEM W10 I MAY 0 7 2012 DONALD DIBERNARDO AR93507 0 _ - i 0 i 0 Q CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 ` 22 GA. G.I. SCUPPER FLASHING- SET PRIMED FLANGES INTO ROOF CEMENT OVER FIELD ELASTOMERIC PLIES AND NAIL FLANGES TO ALL SEALANT ON SUBSTRATE SURFACES USING ALL SIDES APPROPRIATE FASTENERS SEAL CUT EDGES AT SCUPPER OPENING USING WOVEN GLASS FABRIC EMBEDDED INTO AND COVERED WITH FLASHING CEMENT ING SYSTEM 411 1. 2 1, 2 CAP SHEET FLASHING SHEET 9 PRIMARY SCUPPER 4" `,_,I 4 * NOTE: ALL SEAMS C FLASHING TO BE SOLDERED OVERFLOW SCUPPERI 4" 4" y411 I * NOTE: ALL SEAMS @ FLASHING TO BE SOLDERED * UtblUIV AIVU SILL F'tH LUUAL HEC.IUIHEMLN I qCUPPER ■ INr- 7 1 6 WATERPROOFING: A. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED. B. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECS. SEE SPECIFICATIONS FOR SEALANT SPECS. C. ALL SHEET MTL FLASHING SHALL BE 22 GA MIN. MISCELLANEOUS: A. ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER WILL NOT BE ALLOWED. B. EXHAUST FANS MIN. 10'-0" AWAY FROM ALL AIR INTAKE /SUPPLY. ROOF INSULATION: A. RIGID BOARD, INSULATION TYPE 3. REFER TO SPECIFICATION SECTION 07210, B. BOARD THICKNESS TO BE DETERMINED BY SITE-SPECIFIC REGIONAL REQUIREMENTS; 1/2" MINIMUM (PER ROOFING SYSTEM STANDARD). ROOFING SYSTEM: A. SINGLE -PLY SYSTEM. REFER TO SPECIFICATIONS SECTION 07523. B. G.C. SHALL COORDINATE ALL INSTALLATION REQUIREMENTS. ALTERNATE ROOFING SYSTEM: A. REFER TO SPECIFICATION SECTIONS 07550 and 07555. B. G.C. SHALL COORDINATE ALL INSTALLATION REQUIREMENTS. ROOF CRICKETS: A. CRICKETS @ ROOFTOP EQUIPMENT SHALL BE FORMED WITH TAPERED INSULATION TO SUCH AN EXTENT AS TO PROVIDE A POSITIVE MIN, 1/2" SLOPE TO THE VALLEY. CRITICAL FINISH OPENINGS: A. BUILDING FINISH OPENINGS THAT ARE DESIGNATED AS "CRITICAL" SHALL BE MAINTAINED TO PROVIDE FOR THE STANDARD INSTALLATION OF STANDARD SIGNAGE / BUILDING ELEMENTS. VERIFY DIMENSIONS WITH SIGN VENDOR. 5 1 4 .I HVAC UNIT. INSTALL PLUMB AND LEVEL, EXHAUST FAN. SEE SHEETS M3.0 & M3.1 AND DETAILS 18,19 / A6.0. RESTROOM EXHAUST FAN, SEE DETAIL 18/A6.0, CANOPIES. SEE SCOPE OF WORK. 5 TACO BELL FLYING ARCH, ICE MACHINE CONDENSERS. WALK-IN COOLER / FREEZER CONDENSERS. SEE SCOPE OF WORK. OUTSIDE AIR INTAKE FOR HVAC UNIT. MAINTAIN MIN. IU -0" SEPARATION FROM PLUMBING VENTS, FLUES AND BUILDING EXHAUST. PIPE HOOD FOR UTILITIES, SEE DETAIL 9 / A6.0. 10 24x36 WALK MATS. SEE ROOF SPECS. 11 DUROLAST ROOFING SYSTEM, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 12 ROOF LADDER. SEE DETAIL 15 / A6.3. 13 DURO-LAST METAL DRIP -EDGE. PAINT IN FIELD, SEE DETAIL 1 & 2 / A6.0. 14 COPING JOINT W/CAP FLASHING SEAM. TYP. REFER TO DETAIL 6 / A6.0. EVERY 20'-0" RUN MAX AND 24" MAX FROM EACH CORNER, 15 WASTE VENT THRU ROOF. SEE DETAIL 12 / A6.0. r r E D 0 CRICKETSr;. j 1 AT THE AS INDICATED. tU FOOT.CMICKET SLOPE: 1/2" PER e.v.. ,Ii_....t.-... .......r.t..+s__J.._..,- .., ._v - ..n.....'f: .. e.t..v_: l A 3 2 ROOF PLAN 1/4"=1' o" TRANSITION BETWEEN HIGH PARAPET AND LOW PARAPET TO BE FINISHED AND PAINTED AS PARAPET WALL. SEE DETAIL 5/A6,0. CLIPOWER/GAS/CONDENSATE ENTRY UNDER HVAC UNIT (PER HVAC MFR. SPECS.) REFER TO MECH. AND PLUMB. DWGS. UTILITY ACCESS FROM WITHIN CURB -NO ROOF PENETRATIONS. DO NOT RUN ON ROOF SURFACE, SEE 13 / P6.0. _I F3 RAISED EQUIPMENT STAND, ALUMISTAND & VIBRA-DAMP CORP., MIAMI -DADS NOTICE OF ACCEPTANCE /F07-0516.04 �19 24" x 24" HINGED LOUVER, SEE DETAIL 3 / A6.0. 20 TOWER TO PARAPET TRANSITION. SEE DETAIL 5/A6.0. 21 ROOF CRICKET. SEE DETAIL -16/A6.0 i 22 SCUPPER and DOWNSPOUT, SEE DETAIL E. i 23 SCUPPER OVERFLOW DRAIN (SIZE PER LOCAL REQUIREMENTS). I 24 MAINTAIN MFR'S ROOFTOP UNIT MAINT CLEARANCE. i APPROVED ROOFING SYSTEM: DUROLAST ROOFING, INC. j FL. PRODUCT APPROVAL FL -1559-R5 SYSTEM W10 I MAY 0 7 2012 DONALD DIBERNARDO AR93507 0 _ - i 0 i 0 Q CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 EL — 23'-1 i T.O. ARCH EL = 20'-3 T.O. TOWER EL = 17'-0 T.O. MASONI EL = 14'-4 B.O. TRIM B EL = 10'-0 B.O. CANOP EL = 9'-0" B.O. AWNIN( EL = 0'-0" FINISHED FL EXTERIOR FINISHES PRIMER & COATS SPECS: STUCCO: PRIMER: A24WO0300 - LOXONO CONCRETE & MASONRY INT/EXT LATEX PRIMER W STUCCO -BODY: COAT 1: A05WO0151 - SHERLASTICO ELASTOMERIC COATING EXTRA WHITE COAT 2: A05WO0151 - SHERLASTICO ELASTOMERIC COATING EXTRA WHITE STUCCO -TRIM ACCENT COLOR: PRIMER: A24WO0300 - LOXONO CONCRE=TE & MASONRY INT/EXT LATEX PRIMER W COAT 1: A89WO0153 - SUPERPAINTO EXTERIOR LATEX SATIN DEEP BASE COAT 2: A89WO0153 - SUPERPAINTO EXTERIOR LATEX SATIN DEEP BASE STEEL -DOORS AND FRAMES: PRIMER: B66WO0310 - PRO INDUSTRIAL PRO-CRYLO UNIVERSAL PRIMER OFF WHI COAT 1: B54WO0101 - INDUSTRIAL ENAMEL NON VOC PURE WHITE COAL" 2: B54WO0101 - INDUSTRIAL ENAMEL NON VOC PURE WHITE INTERIOR FINISHES PRIMER & COATS SPECS: DRYWALL: PRIMER: B28WO0200 - PROMARR 200 INTERIOR LATEX PRIMER WHITE COAT 1: A87W00151 - SUPERPAINTG9 INTERIOR LATEX SATIN EXTRA WHITE COAT 2: A87WO0151 - SUPERPAINTO INTERIOR LATEX SATIN EXTRA WHITE EXTERIOR FINISH COATING SPECS N.T.S. I I I ZONE 5 ZONE 4 ZONE 4 TV. TYP. I ZONE 4 +26.3 -29.3 +31.6 -39.8 +26.3 -29.33 NOT USED N.T.S. I G SYMBOL AREA MANUFACTURER COLOR ALTERNATE MFR. ALTERNATE COLOR 1� NOT USED V-060 2 TACO BELL SWINGING BELL X I ` 1 TACO BELL ACCENT COLOR SHERWIN WILLIAMS 6657 "AMBER WAVE" V-086 6 [3 TACO BELL ACCENT BAND COLOR SHERWIN WILLIAMS 2823 "ROCKWOOD CLAY" TACO BELL FLYING ARCH 16'-5"W x 3'-3" + l' -3"H x 3'-0"D X 4A TACO BELL PARAPET BAND COLOR SHERWIN WILLIAMS 6383 "GOLDEN RULE" CANOPY AND TRELLIS. SEE SCOPE OF WORK. fr) rr) 413 TACO BELL PARAPET BAND COLOR SHERWIN WILLIAMS 2861 "AVOCADO" 20 TACO BELL "FLYING ARCH". 4C TACO BELL PARAPET BAND COLOR SHERWIN WILLIAMS 2803 "ROOKWOOD TERRA COTTA" 8" SPLIT -FACE CMU. PAINT WITH ELASTOMERIC PAINT PER PAINT SCHEDULE. SEALERS (REFER TO SPECS): A. SEALANT AT ALL WALL AND ROOF PENETRATIONS. 4D TACO BELL PARAPET BAND COLOR SHERWIN WILLIAMS 6558 "PLUMMY" B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND .JAMB. DO NOT SEAL SI (-_Z-) �5 TACO BELL PARAPET CAP COLOR SHERWIN WILLIAMS 7069 "IRON ORE" _ 22 DUROLAST EDGE TRIM MEDIUM BRONZE (FACTORY FINISH) c� BORAL, PROSTONE, VINTAGE WINE CORONADO STONE, IDAHO DRY STACK, CAR ROOF ACCESS LADDER, SEE 9/A6.2. MAIN BUILDING STONE KATHTY MANNON #PRO -482284 MERIDETH ZIEGLAR, MOUNTAIN CULTURED � 866-315-5081 �1�� 909-357-8295 STONE VENEER WALL,I(� SILL TABLE / CAP STONE TRIMSTONE, TAUPE CHABLIS, CHISELED CO2 FILLER VALVE & COVER. �7D CONTROL JOINT (AT CHANGE IN SUBSTRATE) PER MANUF. RECOMMENDATIONS. SEE SECTIONS. CANOPIES, AND SIGNAGE. 11 ) CULTURED STONE SILL 28 STONE MORTAR DAVIS COLORS TRUE -TONE - MG58 LIGHTEST OR EQU L 29 [7 PIPE BOLLARDS STREET SMART YELLOW - 1/4" -THICK PLASTIC COVER (US.POSTMAN.COM) OR EQUAL aNOT USED 14 ACCENT BAND. SEE DETAIL 2 ON SHEET A6.2. 31 FUTURE LOCATION OF PAY WINDOW IF NEEDED. CRITICAL FINISH OPENINGS: 1 INDICATES TOP OF LEDGER BEYOND. A. BUILDINGFINISH OPENINGS THAT ARE DESIGNATED AS "CRITICAL" SHALL BE EXTERIOR FINISH SCHEUULE W JAMB CONDITION HEAD/SILL CONDITION V-7x7K> QTY ITEM DESCRIPTION V-060 2 TACO BELL'SWINGING BELL' SIGN 4'-10 1/2"W x 4'-6 1/4"H V-062 1 TACO BELL METAL CUT OUT BELL SIGN (SEE NOTE 27, THIS S V-065 3 TACO BELL SIGN 9'-2"W x 9 1/8"H RIGHT SIDE ELEVATION 1/4"=1'-0" ELEC 0 3 -COAT SAND -FINISH STUCCO ON STANDARD -FACE C.M.U., PAINTED FINISH. X HORIZONTAL TRIM BAND - 2" THICK STUCCO W/ BANDING BEADS, 6" VERTICAL _T) © DIMENSION, PAINTED FINISH. SEE DETAIL 5 / A6.2. X EXPRESSION PANEL BANDS - 2" THICK STUCCO \N/BANDING BEADS x 6" WIDE, OC PAINTED FINISH. SEE '1, 2 & 5/ A6.2. V-052 1 SIGN SCHEDULE N.T.S. TACO BELL DT CANOPY 9'-2"W x 4'-6"D x V -0"H W/ LETTERS X NOTES: REFER TO WALL LEGEND E / A1.0 FOR EXTERIOR WALL ASSEMBLIES. V -052E 2 TACO BELL ENTRY CANOPY 9'-2"W x T -0"D x V -0"H W/ LETTERS X V-060 2 TACO BELL SWINGING BELL X V-079 3 TACO BELL TRELLIS CANOPY 10'-0"W x V -0"H x 2'-0"D RAKED TO 3/8" FROM SURFACE, V-086 6 TACO BELL LIGHT FIXTURE X V-307 2 TACO BELL FLYING ARCH 16'-5"W x 3'-3" + l' -3"H x 3'-0"D X V-309 2 TACO BELL TRELLIS CANOPY 4'-0"W x V -0"H x 2'-0"D .� C y 0) C) 0 3.16,11 14 L k REQUIRES LIGHT FIXTURE(S). SEE ELECTRICAL. NOTE: ADDITIONAL INFORMATION IS AVAILABLE ON THE PLANS.YUM.COM WEBSITE. SEE "SIGNAGE AND AWNING INFO." APPURTENANCES SCHEDULE N.T.S. T -b07 D STUCCO NOTES N.T.S. B ACCENT BAND COLOR TRANSITION N.T.S. E MISCELLANEOUS 3 -COAT SAND FINISH STUCCO, PAINTED. SCORE LINES PER DETAILS. SHEET A4.2 CYJ CULTURED STONE WAINSCOT AND CAPSTONE, SEE N /A4.2 AND 11,12,13,14,15, 16/ A6.2. SOLID GROUT, ALL STONES, SCRATCH PLASTER SUBSTRATE WITH NATURAL COLORED MORTAR; DEEP A. SEE SHT A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS. a DURO-LAST DRIP EDGE FLASHING; SEE KEY NOTE 22 FOR COLOR. SEE DTLS. 1, 2 / A6.0. RAKED TO 3/8" FROM SURFACE, B. SEE SCOPE OF WORK FOR RESPONSIBILITIES.r �n C3) rl� 18 Q REFER TO SHEET A4.2 FOR PARAPET PAINTING DIRECTIONS C. "HIGH IMPACT" MESH SHALL BE USED AT ALL RAISED TRIM BANDS @ ENTRIES, WIND q� SCUPPER AND DOWNSPOUT, SEE DETAIL E/A3.0. LnU & EXPRESSION PANELS U.O.N. SEE SPECIFICATIONS.19 D. THE PAINT COLORS SHOWN ARE COLOR REFERENCES FOR THE E.I.F.S. SUPPLIER. .� C y CANOPY AND TRELLIS. SEE SCOPE OF WORK. fr) rr) GAS METER, DO NOT PAINT METER. E. E.I.F.S. TEXTURE SHALL BE 'FINE'. � BUILDING SIGN, SEE SCOPE OF WORK. 20 TACO BELL "FLYING ARCH". CJ CO Lw Cj 1 8" SPLIT -FACE CMU. PAINT WITH ELASTOMERIC PAINT PER PAINT SCHEDULE. SEALERS (REFER TO SPECS): A. SEALANT AT ALL WALL AND ROOF PENETRATIONS. Nv)n WALL LIGHTING, CENTER OVER EXPRESSION PANEL OR AS SHOWN. HT. AS INDICA SEE SHEET E4.0 22 IF DURO-LAST EDGE TRIM IS USED. USED MANUF, FINISHED TRIM. B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND .JAMB. DO NOT SEAL SI (-_Z-) SEE N/A4.2 FOR PAINTING. 23 SEE DETAIL 1 & 2/A6.2 FOR EXPRESSION PANEL/TRIM. WINDOWS. c� C. APPLY NEOPRENE GASKET (CONT.) BETWEEN BUILDING & CANOPY/TRELLIS. a TOP OF STEPPED BOND BEAM. X24 —� ROOF ACCESS LADDER, SEE 9/A6.2. N 5 4" HIGH SPLIT -FACE C.M.U., PROJECTED 1" FROM NOMINAL FACE OF C.M.U. i � HOSE BIB -REFER TO DETAIL 14/A6.3. ALIGN W/ ADJACENT PERPENDICULAR INTER �1�� LEGEND: WALL,I(� PAINTED 8" SMOOTH -FACED C.M.U. BEHIND CANOPIES AND TRELLIS. L A. VENDOR SCOPE INCLUDES SUPPLY AND INSTALLATION OF AWNING ,� _� CO2 FILLER VALVE & COVER. �7D CONTROL JOINT (AT CHANGE IN SUBSTRATE) PER MANUF. RECOMMENDATIONS. SEE SECTIONS. CANOPIES, AND SIGNAGE. 11 ) STONE CORNER PER DETAIL 13/A6.2. 28 LIGHT -FRAME ROOF TRUSS SIGN SEE DETAIL 7/A62 �I (f)OPEN BOLLARD. SEE SITE DETAILS. 29 OPEN LATE SIGN' (RECESSED). SUPPLIED BY THE OWNER THROUGH THE DISTRIBUTOR. 13' ELECTRICAL SWITCHGEAR EQUIPMENT. REFER TO ELECTRICAL DRAWINGS. 30 PROVIDE LINTEL FOR FUTURE PAY WINDOW. SEE S2.1 FOR DETAILS 14 ACCENT BAND. SEE DETAIL 2 ON SHEET A6.2. 31 FUTURE LOCATION OF PAY WINDOW IF NEEDED. CRITICAL FINISH OPENINGS: 1 INDICATES TOP OF LEDGER BEYOND. A. BUILDINGFINISH OPENINGS THAT ARE DESIGNATED AS "CRITICAL" SHALL BE 16 HORIZONTAL TRIM BAND. SEE DETAILS 2/A6.2 & E/A4.0. BAND PAINT COLOR SHALL BE MAINTAINED TO PROVIDE FOR THE STANDARD INSTALLATION OF STANDARD SIGNA APPLIED TO TOP, BOTTOM & FACE OF BAND. BUILDING ELEMENTS. VERIFY DIMENSIONS WITH SIGN VENDOR. GENERAL NOTES KEY NOTES LO 3.16,11 BUILDING TYPE: T -b07 N 1 6) SITE NUMBER: -i O CYJ LIS NUMBER: 2011-032 a O _t C3) rl� N CO 6) CS) U � V) U U) — LnU .� C y W fr) rr) 0 O rr) tf) (z) LL CD Q0 U) ('\1 CJ CO Lw Cj C)) O) L(-) .. Nv)n — r") O ------ O L�) U ct l z z0 c� — c� a w cti U N Q U W C) CDti U LLL < W LO 3.16,11 BUILDING TYPE: T -b07 N 1 6) SITE NUMBER: N �l- J O LIS NUMBER: 2011-032 a O (ll u 4 U � V) U U) — .� C y W I'r) O cll N _ cel � � • � L(-) U Nv)n — MAY 0 7 2012 z\ IL 0 0 0 An CONTRACT DATE: 3.16,11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 EXTERIOR ELEVATION om PLOT DATE EL = 8'-4" A.F.F. _ T.O. DRIVE–THROU WINDOW _ EL = 23'_10" T.O. ARCI-I EL = 20'-3" i T.O. TOWER FR EL = 17'-0" 7 T.O. MASONRY EL = 14'-4" f B.O. TRIM BAN EL = 10'-0" / B.O. DT CANOF _ EL = 9'-0" A, T.O. WINDOW EL = 0'-0" FINISHED FL00 TYP. 15 ZONE 5 ZONE 4 ZONE 5 +31.6 1 -39.5 +26.3 1 -29.3 +31.6 1 -39:.:8:] ZONE 5 ZONE 4 +31.6 -39.8 +26.3 -29.3 FRONT ELEVATION 1/4" = 1'-0° BEYOND EL=23'--10" A.F.F,J T.O. ARCH EL = 20'-3" A.F.F. T.O. TOWER FRAMING EL = 17'-0" A.F.F. T.O. MASONRY EL = 14'-4" A.F.F. B.O. "FRIM BAND EL = 10'-0" A.F.F. B.O. CANOPY — — EL = 9'-0" A.F.F. B.O. AWNING / TRELLIS EL= 0'-0" FINISHED FLOOR SLAB SEE SHEET" A4.0 FOR KEYNOTES. LEFT SIDE ELEVATION 1/4° -1'-0° EL = 23'-10" A.F.F T.O. ARCH EL = 17'-0" A.F.F. T.O. MASONRY EL = 14'-4" A.F.F. B.O. TRIM BAND EL = 10'-4" A.F.F. B.O. DT CANOPY EL = 2'-0" A.F.F. B.O. ROOF LADDER EL = 0'-0" , FINISHED FLOOR SLAB REAR ELEVATION DONALD DIBERNARDO AR93507 a a a a i a a a a A4ml *LOT DA IDAHO DRYSTACK (GROUTED) - BUILDING STONE IDAHO DRYSTACK STONE PATTERN N.T.S. 4C 4A 4B 4C 4B 4D 4C 4A 4D 4A 7" 4B 1 32 1 '2 bN N 4q 4A N r - T _1c 4D SEE EXTERIOR FINISH SCHEDULE, H/A4.0, FOR FINISH NOTES. PAINTED "EXPRESSION PANEL." 1/4"=1'-0" 1 N 4" 1'-111, 4, 31-111111 -81'' 1 1, 2'-10" 2-10 2 4-3'2-10 2-6' 1 -112' NOTE: SCORE STUCCO AT EACH JOINT LINE BETWEEN COLOR CHANGES. TYPICAL. NOTE: SCORE STUCCO AT EACH JOINT LINE BETWEEN COLOR CHANGES. TYPICAL. 6" Q1 QII 1011 LEFT 1 11 TYP. YA661.0 A6.3 V-41,,"." 3'-41," slowiml 4C 61" 2 4B 6" LEFT 11 A6.3 1 62 1'-112, 5' 1 , 4 ,. , 3'-8z" 1 Q„ 1.0 7_" RIGHT ANY VARIANCE BETWEEN DIMENSIONED LENGTH OF SECTION & ACTUAL LENGTH SHALL BE ACCOUNTED SEE EXTERIOR FINISH FOR IN AREA DESIGNATED BYO. SCHEDULE, H/A4.0, \ J FOR FINISH NOTES. TYP. 1 A6.0 311 FRONTELEVATION 2'-0" 4A 4B 4C 4D 4A 4B 4A 4D [�D 4C 4A 4C 61" 2 4B 6" LEFT 11 A6.3 1 62 1'-112, 5' 1 , 4 ,. , 3'-8z" 1 Q„ 1.0 7_" RIGHT ANY VARIANCE BETWEEN DIMENSIONED LENGTH OF SECTION & ACTUAL LENGTH SHALL BE ACCOUNTED SEE EXTERIOR FINISH FOR IN AREA DESIGNATED BYO. SCHEDULE, H/A4.0, \ J FOR FINISH NOTES. TYP. 1 A6.0 311 FRONTELEVATION 2'-0" RIGHT 4„ 3'-10" , .1 , ,, 2'-851" q _p , 1'-11 0" 4" c, 3„ Al 5'-21, cl-4 SEE EXTERIOR FINISH G14 SCHEDULE, H/A4.0, ' FOR FINISH NOTES. OCTAD Ci CUAVInU GI 3 3'-6" 1'-10" 2-421 4A 4A 4B 4C 4D 4A 4B 4A 4D [�D 4C 4A 4D 4A 4C `t - 4B + 4D 4B 4D 4D 1, 1 -72 I. 92-" 11 3._p.. 3. 3.. 3'-2 3, 0.. 2'- 1, y, RIGHT 4„ 3'-10" , .1 , ,, 2'-851" q _p , 1'-11 0" 4" c, 3„ Al 5'-21, cl-4 SEE EXTERIOR FINISH G14 SCHEDULE, H/A4.0, ' FOR FINISH NOTES. OCTAD Ci CUAVInU GI 3 3'-6" 1'-10" 2-421 4A 4B 4B 4C 4D 4B 4A 4D [�D 4C 4A 4D 4A 4C `t - 4B 4C 1, 1 -72 4A V-11" 4A 2'-5" 10" 4B 4A 4D \ 4C 1-321l" 3.31" 4B 31-71, 4 1'-9" 4A 2.31 2 8" 1,_03 8 4B 4D 4C \ 4Q 4A 4B ` 4A 4D E4C] 4D 4B T 4B 4D 4C 4A 4B \ 4D 4A 4B 4C 7.' 8 3-3 3-0 4C 1-11 4D 2-5 10 2-11 „ 3'-31" 2 2,_81.. 2 4B 2'-01" 2 2'-6' V-51., 2 4A 2'_04' .4 2-9 4-1 „ 2-2 4A 4C 1 -4 „ T-64" 4 4A 4C 4A 4C 4B 4C 4A 4q 4D 1 -6 „ 3-3 3-1 „ 11 „ 2'-11, 2 3'_23" 4 2-11 2-8' 5'-7-1 2 I1" 3' U" , , d-3 2-'1'1 „ 2-721"3'-2 5-8 1'1 3" 3-0 4 3'-23" 4 3' 0" 4'-1" 4'-2" 3'-11 1, l-1-111,11-10114 3'-23" 2'-5 3 4 2-8' 1 -0 NOTE: SCORE STUCCO AT EACH JOINT LINE BETWEEN COLOR CHANGES. TYPICAL. R P_91 3'-17" 1 -32 1 _n, .�,_F, 2'-112.. •1'-9" 2'-3" 3-.12, 1'-4" NOTE: SCORE STUCCO AT EACH JOINT LINE BETWEEN COLOR CHANGES. TYPICAL. SEE EXTERIOR FINISH SCHEDULE, H/A4.0, FOR FINISH NOTES. 2'-O£3" 1. 2., 2 4�, 3'-12, "'-3.1"' .I' -F,' .;,_v, 2'-11-�, 2-7-1 1 _p 1, 8a n T-0" 2'-2-'" 4B 4D 4B 4C 4A 4D 4C 4D 4A 4D 4D \ 4C 413 \\ 4A 4D \ 4C 4B 1, 1 -72 4A V-11" 4A 2'-5" 10" 4D 2'-111, 22 1-321l" 3.31" 4B 31-71, 4 1'-9" 4A 2.31 2 8" 1,_03 8 NOTE: SCORE STUCCO AT EACH JOINT LINE BETWEEN COLOR CHANGES. TYPICAL. SEE EXTERIOR FINISH SCHEDULE, H/A4.0, FOR FINISH NOTES. 2'-O£3" 1. 2., 2 4�, 3'-12, "'-3.1"' .I' -F,' .;,_v, 2'-11-�, 2-7-1 1 _p 1, 8a n T-0" 2'-2-'" SEE EXTERIOR FINISH SCHEDULE, H/A4.0, FOR FINISH NOTES. RIGHT SIDE ELEVATION (WALK-UP) 1/4" = V-0" PLOT DATE: 4B 4B 4C 4D 4A 4D 4A 4B 4D 4A 4C 4B 4A 4D 4C 4B \ 4p 4C 7.' 8 3-3 3-0 4C 1-11 4D 2-5 10 2-11 „ 3'-31" 2 2,_81.. 2 4B 2'-01" 2 2'-6' V-51., 2 4A 2'_04' .4 2-9 4-1 „ 2-2 4A 4C 1 -4 „ T-64" 4 SEE EXTERIOR FINISH SCHEDULE, H/A4.0, FOR FINISH NOTES. RIGHT SIDE ELEVATION (WALK-UP) 1/4" = V-0" PLOT DATE: PARAPET CAP 20 17'-0" AFF_ \ T.O. CMU .—.—.—.—.——.—.—.._.—._._./._ ;='. i 3 COAT SAND FINISH STUCCO OVER SMOOTH -FACE 8" C.M.U. STUCCO TRIM BAND 8" SPLIT FACE CMU. PAINT W/ ELASTOMERIC PAINT 2 PER PAINT SCHEDULE - A6 2 14'-4" AFF. B.O. TRIM BAND VARIES T.O.LEDGER—_.—.—.—.------ — — — — _ C.M.U. TIE BEAM HE: ° STRUCTURAL DWGS. PAINTED SMOOTH ------ _-- - FACED C.M.U. ' BEHIND CANOPY-- -.-_ F fC if II L_ L_I II — CANOPY PROVIDED AND INSTALLED BY SIGN VENDER 5 8'-4" AFF. T.O. DRIVE THRU WINDOW POWERS STEEL LINTEL. RE: STRUCTURAL DWGS. T SPLIT FACE PROJECTED C.M.U, BEYOND 7 3'-0" AFF. _ _ 1 B.O. DRIVE _ THRU WINDOW_ 8" SPLIT FACE CMU. PAINT WI < ELASTOMERIC PAINT PER PAINT SCHEDULE _ F� 1/2" PREFORMED EXPANSION I JOINT MATERIAL CONC.CURB RE: CIVIL DWGS. PAVEMENT x DURA -LAST ROOFING MEMBRANE WOOD STRUCTURAL DECKING RE: STRUCTURAL DWGS. PRE-ENGINEERED WOOD ROOF TRUSS, SEE STRUCTURAL R-19 MIN FIBERGLASS INSULATION W/SKRIM KRAFT FOIL FACING - OWENS-CORNING 0 - FLAME SPREAD 25 FSK OR APPROVED EQUAL CONTINUOUE,; WOOD LEDGERE , SEE! STRUCTURAL! NEW ACT CEILING. RE: SHEET A7.1 1 112" MTL STUD INTERIOR WALL SUBSTRATE PER WALL LEGEND. RE: EIA1.0 11/2" RIGID INSULATION. TOTAL WALL ASSEMBLY TO EQUAL R-11 MIN. FROM SLAB TO B.O. ROOF DECK 1 1/2" MTL STUD OVER RIGID INSULATION MONOLITHIC SLAB OVER 10 MIL. POLYETHYLENE VAPOR BARRIER AND CLEAN, COMPACT, TERMITE RE: CIVIL DWGS. / TREATED FILL FIN. FLOOR — , FALL SECTION / RIVE-THRU 3/4" = T-0" PARAPET CAP 20 A6.0 1T0"AFF._..------.._._.—.—.—.—.—..—.�, � \ T.O. CMU 3 COAT SAND FINISH STUCCO OVER X SMOOTH -FACE 8" C.M.U. x STUCCO TRIM BAND 2 1 .�•4. A6.2 ';�' `' gak 14'-4" AFF._ _ B4O.TRIMBAND —---•—•---•— VARIES _ _ — — — — — — T.O. LEDGER — — — — _ c C.M.U. TIE BEAM RE: STRUCTURAL DWGS. 8" SPLIT FACE CMU. PAINT W/ ELASTOMERIC PAINT PER PAINT SCHEDULE A6.2 4'-4" AFF. x T.0. PRECAST WATER TABLE — — R ? / 4" HIGH SPLIT FACE C.M.U. PROJECTED 1" FROM NOM. E F MU DURA -LAST ROOFING MEMBRANE WOOD STRUCTURAL DECKING RE: STRUCTURAL DWGS, PRE-ENGINEERED WOOD ROOF TRUSS, SEE STRUCTURAL R-19 MIN FIBERGLASS INSULATION W/SKRIM F: KRAFT FOIL FACING - OWENS-CORNING - FLAME SPREAD 25 FSK OR APPROVED EQUAL \' 4z CONTINUOUS' WOOD LEDGER, SEE sTHUCTURAL I NEW ACT CEILING. RE: SHEET A7.1 1 1/2" MTL STUD VERTICAL WALL REINFORCING IN CONC.- FILLED CELL RE: STRUCTURAL DWGS. FAC 0 C.INTERIOR PROJECTED 1" FROM NOM. BUILDING TYPE: FACE OF C.M.U. FILL W/CONC,� WALL SUBSTRATE 3'-0" AFF. T.O. SILL BLOCK SITE NUMBER: r INTERIOR WALL SUBSTRATE PER WALL LEGEND, RE: E/A1.0 8" SPLIT FACE CMU. PAINT WI ELASTOMERIC PAINT PER PAINT SCHEDULE 1 lit" RIGID INSULATION. TOTAL WAIL 1/2" PREFORMED EXPANSION JOINT MATERIAL 1 1/2" RIGID INSULATION. TOTAL WALL ELASTOMERIC PAINT PER ' \ ASSEMBLY TO EQUAL R-11 MIN, FROM PAINT SCHEDULE • ='• " ' SLAB TO B.U. ROOF DECK POLYETHYLENE VAPOR BARRIER AND CLEAN, COMPACT, TERMITE 1/2" PREFORMED EXPANSION TREATED FILL .-y 4 v ... d • n 1 1/2" MTL STUD OVER RIGID INSULATION JOINT MATERIAL _ . CONC. SIDEWALK .1 RE: CIVIL DWGS. \ MONOLITHIC SLAB OVER 10 MIL. 0'-0" FIN. FLOOR —I---� WHEN NO SIDEWALK IS PROVIDED APPLY SMOOTH STUCCO COAT AT EXPOSED ,� SLAB AS IT OCCURS. \ d' gol 0 POLYETHYLENE VAPOR BARRIER AND CLEAN, COMPACT, TERMITE TREATED FILL « TYPICAL WALL SECTION 3/4' � V-0` 1 0 PARAPET CAP 20 \A6.0 17'-0" AFF. r \ 3 COAT SAND FINISH \ / STUCCO OVER SMOOTH -FACE 8" C.M.U. STUCCO TRIM BAND 8" SPLIT FACE CMU. PAINT W/ ELASTOMERIC PAINT 2 PER PAINT SCHEDULE \_ A6.2 ''�( is 1 14'-4" AFF._ _ r B.O. TRIM BAND VARIES _ _ T.O. LEDGER . — - —•——.-----.----- C.M.U. TIE BEAM RE: STRUCTURAL DWGS. PAINTED SMOOTH FACED C.M,U. BEHIND TRELLIS - 1 �\ 9'-0" AFF. T.O. WINDO_W.—.—.—.—.—.—.—.—. TRELLIS PROVIDED AND INSTALLED BY SIGN VENDER POWERS STEEL LINTEL. RE: STRUCTURAL DWGS. 4' SPLIT FACE PROJECTED C,M.U. BEYOND 4" HIGH SPLIT FACE C.M.U. SILL PROJECTED 1" FROM NOM. BUILDING TYPE: FACE OF C.M.U. FILL W/CONC,� QA6.1 3'-0" AFF. T.O. SILL BLOCK SITE NUMBER: INTERIOR WALL SUBSTRATE 8" SPLIT FACE CMU. PAINT WI LIS NUMBER: ELASTOMERIC PAINT PER PAINT SCHEDULE 1 lit" RIGID INSULATION. TOTAL WAIL 1/2" PREFORMED EXPANSION JOINT MATERIAL CONC. SIDEWALK SLAB TO B.O. ROOF DECK RE: CIVIL DWGS. \ _Af, 0'-0" DURA -LAST ROOFING MEMBRANE WOOD STRUCTURAL DECKING RE: STRUCTURAL DWGS. PRE-ENGINEERED WOOD ROOF TRUSS, SEE STRUCTURAL -R-19 MIN FIBERGLASS INSULATION W/SKRIM KRAFT FOIL FACING - OWENS-CORNING O- FLANIE SPREAD 25 FSK OR APPROVED EQUAL CONTINUOUSI WOOD LEDGER, SEE t STRUCTURAL `-NEW ACT CEILING. /RE: SHEET A7.1/ 11/2" MTL STUD OVER RIGID INSUL. TYPICAL WALL SECTION 3/4" =1'-0" 1 o 't- ya > ('\1 �., N 0) C\I CO LC) U I r) r0 0 rr) U C37 c3� 0 1-0 <ll «J CU C7)CYJ CSI (J i a Z Z n U U� �� o � n co Ld N c cr— c� LJJ LJ w Z � 0 c� z LL] L0 �J d- _0 J 0 0) a LL t I 0 0 -�- -0 +-� •i Cil �-.` co U) (_c) f� cU 0 nj =- Cil - r o a C) N V) LL .� c) !j c.i co DONALD DIBERNARDO AR93507 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: AucU09-N SITE NUMBER: INTERIOR WALL SUBSTRATE y LIS NUMBER: PER WALL LEGEND. RE: E/A1.0 1 lit" RIGID INSULATION. TOTAL WAIL r. ASSEMBLY TO EQUAL R-11 MIN. FROM SLAB TO B.O. ROOF DECK 1 1/2" MTL STUD OVER RIGID INSULATION MONOLITHIC SLAB OVER 10 MIL. ' POLYETHYLENE VAPOR BARRIER AND CLEAN, COMPACT, TERMITE TREATED FILL .-y 4 v ... d • n TYPICAL WALL SECTION 3/4" =1'-0" 1 o 't- ya > ('\1 �., N 0) C\I CO LC) U I r) r0 0 rr) U C37 c3� 0 1-0 <ll «J CU C7)CYJ CSI (J i a Z Z n U U� �� o � n co Ld N c cr— c� LJJ LJ w Z � 0 c� z LL] L0 �J d- _0 J 0 0) a LL t I 0 0 -�- -0 +-� •i Cil �-.` co U) (_c) f� cU 0 nj =- Cil - r o a C) N V) LL .� c) !j c.i co DONALD DIBERNARDO AR93507 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: AucU09-N SITE NUMBER: SORE NUMBER: LIS NUMBER: 2011-032 PLOT DATE: i�0.ar.J _.. :9 :�. •�4S k.A...�.t':: . K.'�.a.'i ;.N..-.+. to I�x: ,a �y, PARAPET CAP 20 DURA -LAST ROOFING MEMBRANE A6.0 -- r RE: STRUCTURAL DWGS. 1T-0" AFF. \ � T.O. CMU X R-19 MIN FIBERGLASS INSULATION W/SKRIM KRAFT FOIL FACING - OWENS-CORNING U - 3 COAT SAND FINISH STUCCO OVER SMOOTH -FACE 8" C.M.U. / STUCCO TRIM BAND �__ •{ 8" SPLIT FACE CMU. PAINT W/ ELASTOMERIC PAINT 2 PER PAINT SCHEDULE ----\\ A6.2_AL�. s i 14'-4"AFF.— —.—.—.—.—.—..—:iti•{ BA B.O. TRIM ND 13' .—.__.—.—.—.—.—.—._.—.- ; -- T.O. TIE BEAM C.M.U. TIE BEAM RE: STRUCTURAL DWGS, PAINTED SMOOTH FACED C.M.U. BEHIND TRELLIS - 1 A6.1 9'-0" AFF. A- T.O. TRELLIS PROVIDED AND INSTALLED BY SIGN VENDER POWERS STEEL LINTEL, RE: STRUCTURAL DWGS. 4' SPLIT FACE PROJECTED C.M.U, BEYOND 4" HIGH SPLIT FACE C.M.U. SILL PROJECTED 1" FROM NOM. 3 FACE OF C.M.U. FILL W/CONC. A6.1 T-0" AFF. _ / T.O. SILL BLOCK_ _ _ _ _ _ _ _ — 8" SPLIT FACE CMU. PAINT \ W/ ELASTOMERIC PAINT PER PAINT SCHEDULE 1/2" PREFORMED EXPANSION JOINT MATERIAL CONC. SIDEWALK RE: CIVIL DWGS. 0'-0" _ _ _ _ _ _ _ FIN. FLOOR — DURA -LAST ROOFING MEMBRANE WOOD STRUCTURAL DECKING FRE: STRUCTURAL DWGS. PRE-ENGINEERED WOOD ROOF ITRUSS, SEE STRUCTURAL R-19 MIN FIBERGLASS INSULATION W/SKRIM F KRAFT FOIL FACING - OWENS-CORNING 0 - FLAME SPREAD 25 FSK OR APPROVED EQUAL NMMMAI�y CONTINUOUS WOOD LEDGER, SEE STRUCTURAL `--NEW ACT CEILING. / RE: SHEET A7.1 i 11/2" MTL STUD OVER RIGID INSULATION INTERIOR WALL SUBSTRATE PER WALL LEGEND. RE: E/A1.0 1 1/2" RIGID INSULATION, TOTAL WALL ASSEMBLY TO EQUAL R 11 MIN. FROM SLAB TO B.O. ROOF DECK 1 112" MTL STUD OVER RIGID INSULATION COVE BASE TILE MONOLITHIC SLAB OVER 10 MIL. POLYETHYLENE VAPOR BARRIER AND CLEAN, COMPACT, TERMITE TREATED FILL '° d v . • : d • .v 4 •V WALL SECTION / DINING AREA 3/4" = T-0" I F 23'-10"AFF..— T.O. ARCH 7 A6.0 20'-3" AFF. T.O_ . FRAMING • — - —•— — - — METAL FLASHING TO MATCH PARAPET CAP FLYING ARCH SUPPORT BLOCKING, RE: STRUCTURAL DWGS. 5/8" DENSGLASS SHEATHING / OVER 2x6 PT. FRAMING 17'-0"AFF. —.—.—.—.— .—.—.— T.O.CMU 7/8" STUCCO FINISH W/ PAPER BACKED MTL. LATH OVER 2 LAYERS #15 ASPHALT-IMPREG. FELT WATER -RESISTIVE BARRIER STRUCTURAL HEADER TO FORM RADIUS, RE: STRUCTURAL DWGS. —� ilk VARIES _ _ _—.—•—•— — T.O. TIE BEAM ARCHED OPENING SEE A4.0 3 COAT SAND FINISH STUCCO OVER SMOOTH -FACE 8" C.M.U.—�'`�'�' TB FLYING ARCH. SEE SCOPE OF WORK PAINTED ALUMINUM FASCIA AND ROOFING OVER 60 MIL BITUTHENE 7/8" STUCCO FINISH W/ PAPER BACKED MTL. LATH OVER 2 LAYERS #15 ASPHALT-IMPREG. FELT WATER -RESISTIVE BARRIER 518" DENSGLASS SHEATHING OVER 2x6 PT. FRAMING / \ A6.0 \\i� 10 ++++ A6.2 F zfli----...._ LW____Y CANOPY PROVIDED AND 4 INSTALLED BY SIGN A6.1 VENDER 9_0 AFF. —.—.—.—.—._..... _.— T.O. STOREFRONT PRECAST CONC.LINTEL RE: STRUCTURAL DWGS. CULTURED STONE WAINSCOT AND CAP STONE AT PILASTER BEYOND 1/2" PREFORMED EXPANSION JOINT MATERIAL CONC. SIDEWALK RE: CIVIL DWGS. *_IN. FLOOR — (---`� r.r DURA -LAST ROOFING MEMBRANE { WOOD STRUCTURAL DECKING r RE: STRUCTURAL DWGS. PRE-ENGINEERED WOOD ROOF x TRUSS, SEE STRUCTURAL X R-19 MIN FIBERGLASS INSULATION W/SKRIM KRAFT FOIL FACING - OWENS-CORNING U - FLAME SPREAD 25 FSK OR APPROVED EQUAL 4 A6.0 _ VARIES _ T.O. FRAMING_ . — . — — — — — METAL FLASHING TO MATCH PARAPET CAP FLYING ARCH SUPPORT BLOCKING, RE: STRUCTURAL DWGS. 17'0"AFF. _ •—._.____.—. _KTr.o. cMu — — 5/8" DENSGLASS SHEATHING OVER 2x6 PT. FRAMING 7/8" STUCCO FINISH W/ PAPER BACKED MTL. LATH OVER 2 LAYERS #15 ASPHALT-IMPREG. FELT WATER -RESISTIVE BARRIER - VARIES _ _ _ _ _ __ _ _ — T.O. TIE BEAM — C.M.U. TIE BEAM RE: STRUCTURAL DWGS. TB FLYING ARCH, SEE SCOPE OF WORK PAINTED ALUMINUM FASCIA AND ROOFING OVER 60 MIL BITUTHENE 7/8" STUCCO FINISH W/ PAPER BACKED METAL LATH OVER 2 LAYERS #15 ASPHALT-IMPREG. FELT WATEH-RESISTIVE BARRIER l0 A6.2 RA -LAST ROOFING MEMBRANE WOOD STRUCTURAL DECKING RE: STRUCTURAL DWGS. PRE-ENGINEERED WOOD ROOF TRUSS, SEE STRUCTURAL R-19 MIN FIBERGLASS INSULATION W/SKRIM KRAFT FOIL FACING - OWENS-CORNING F+ - FLAME SPREAD 25 FSK OR APPROVED EQUAL oo > N (3) c\! 00 m In O O rr) c) Ca OF) 0) O Lf) (ll cr) t0 C)) 00 m E c�) r() O Off) F) `'- 0,1 (_\1 Z Z O CL z z ED •N W c) O L � w w �— W CU o fY z =Z W Lc7 cQ NC l (S) 0 0) O O <} -�� nl ti �ll d- +� fel - cJ O N (!) rr> U) c n rr) q) a CSI — ll E Cil cu C= 1 t� C) Co C\ V) D_ \--CONTINUOUS WOOD X' \-CONTINUOUS WOOD LEDGER, SEE LEDGER,SEE e., STRUCTURAL ).'.�. ' r STRUCTURAL ca F-7 Fly ,..:. x \� 1 1/2" RIGID INSULATION. TOTAL WALL x ASSEMBLY TO EQUAL R-11 MIN. FROM a , , SLAB TO B.O. ROOF DECK I I I II CANOPY PROVIDED AND �/ INSTALLED BY SIGN DONALD DIBERNARDU s; VENDER AR93507 NEW ACT CEILING. NEW ACT CEILING. / RE: SHEET A7.1 RE: SHEET A7.1 11/2" MTL STUD OVER SMOOTH -FACE 8" C.M.U. RIGID INSULATION 0 Z\ A6.2 6'-0" AFF. Q T.O. CULTURED STONE WATER TABLE — \ I VERT. WALL REINFORG'ING IN CONC. FILLED \ x CELL. RE: STRUCTURAL DRAWINGS CULTURED STONE "'' CONTRACT DATE: 3.16.11 WAINSCOT AND CAP STONE AT PILASTER _ BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N — CULTURED STONE FINISH. RE: DETAIL 8/A6.2 ----\ SITE NUMBER: STORE NUMBER: PAPER BACKED MTL. LATHINTERIOR WALL SUBSTRATE LIS NUMBER: 2011-032 OVER 2 LAYERS #15 PER WALL LEGEND. RE: E/A1.0 —_ — ASPHALT-IMPREG. FELT WATER -RESISTIVE BARRIER—_ ..;, ,x 11/2" RIGID INSULATION. TOTAL WALL TACO) BEEF ASSEMBLY TO EQUAL R-11 MIN. FROM 1 12 PAD FOOTING RE: `- "' SLAB TO B.O. ROOF DECK 2700 S. ORLANDO DR. A6 1 STRUCT• DWGS. SANFORD, FL 32773 1/2" PREFORMED EXPANSION 16 : ' r` 11/2" MTL STUD OVER JOINT MATERIAL A6.2 ' �RIGID INSULATION MONOLITHIC SLAB OVER 10 MIL. CONC. SIDEWALK ;< <' ,. COVE BASE TILE': POLYETHYLENE VAPOR BARRIER RE: CIVIL DWGS. MONOLITHIC SLAB OVER 10 MIL. _ AND CLEAN, COMPACT, TERMITE POLYETHYLENE VAPOR BARRIER AND CLEAN, TREATED FILL / COMPACT, TERMITE TREATED FILL _ 0--0.�.,._._._ , FIN. FLOOR \ "d .. a —b07—BRB — d K) q a - , - iSECTIONS ALL SECTION / TOWER AREA 3/4" =1'-0" I E STANDARD CURB BASE, FASTEN PER MFR'S RECOMMENDATIONS ELECTRICAL CONDUIT I GALVANIZED NAILS C@ 6" U.C. SCREW THRU NEOPRENE WASHER, 3 PER SIDE (2) -TAPERED 2x12 WD CURB OVER 2x SECURED .-f- ___ TO DECK PREFABRICATED CUSTOM CURB FLASHING DURO-LAST SINGLE PLY 00 �I ROOF MEMBRANE OVER it RIGID INSULATION ty '�i `.� NOTE: i' EXHAUST FAN SHALL . ✓ ��; __ j ,,;' KBE LEVEL WITHIN 1/8" X OVER WIDTH OF CURB EXHAUST FAN CURB -1-1/2" = 1'-0" 113 "-N HOOD EXHAUST FAN BASE FOR SERVICING/ NG. 11TH APPROVED MATERIAL BRICATED VENTILA"rED CURB 310N 3R FUSED DISCONNECT, TO FANGED BASE, SEE ELEC. METAL COUNTER FLASHING - TOP & OUTSIDE OF CURB, )ING OVER BASE FLASHING 3RICATED GALV. STEEL CURB jLATION AST ROOF MEMBRANE MOTE: XHAUST FAN SHALL BE _EVEL WITHIN 1/8" OVER NIDTH OF CURB co /RAP - SEE MECHANICAL Lo GA. WELDED DUCT r "DURO-LAST" DRIP EDGE - INSTALLED PER MFR. SPEC. VINYL CASING BEAD a° STUCCO FINISH OVER 8" SMOOTH FACED CMU WELD "DURO-LAST" ROOFING MEMBRANE I FIBER CANT "DURO-LAST" ROOFING MEMBRANE OVER 1/2" PLYWOOD SHEATHING PARAPETCAP N.T.S. 1201 O zF-: 0 U 0 MIN. 24 GA. G.I. CAP FLASHING SECURE W/ SCREW THRU STEEL/NEOPRENE WASHER AS NEEDED FOR PROPER SECUREMENT (4 SIDES) 2x6 Cil 16"O.C. z L co NOTE: SET SUPPORTS ON SOLID NON -RIBBED NEOPRENE, AND SECURE LAG BOLTS THROUGH STEEL/NEOPRENE WASHER MEMBRANE ROOF FLASHING BOOT - ROOFING MEMBRANE RIGID INSUL BD. — FASTEN PVC TUBE TO TRUSE BELOW ROOF DECK WITH GALV. STEEL U -CLAMP WOOD TRUSS CHORD (TYP) WOOD TRUSS WEB (TYP) NOT USED- 1 HVAC UNIT UNIT COUNTERFLASHING W/ NEOPRENE PERIMETER GASKET 1" HEAD NAILS AT 6" O.C. KNOCK -DOWN FLAT METAL CURB - SEE SCOPE OF WORK 5/8" PLYWOOD SECURED TO CURB LINE OF STUCCO BELOW CURB FLASHING TAPERED SLEEPER TO LEVEL CURB DURO-LAST SINGLE PLY ROOF MEMBRANE �— 5/8" CDX PLYWOOD CAP SHEET OVER TOP OF SLEEPER EXTEND DOWN SIDES BY 2" (2)2x12, RIP FOR LEVEL PLATFORM BASE FLASHING DURO-LAST SINGLE PLY ROOF MEMBRANE 10d @ 6" O.C. (TYPICAL) r; 2x6 BLOCKING � ni ins � nnT n�ni�i r 6" DIA WHIT 40 SCHEDULE PV PIPE. 2-90 DEGREE PLUS VERTICAL THRU ROOF EXT. CLOSED CELL INSULATION FOAM TO SEAL PIPE �— UTILITY LINES FOR ROOFTOP EQUIPMENT z' ROOF PLYWOOD EXTEND PVC PIPE -�� A MIN. OF 24" BELOW PLYWD, ROOF DECK TOP OF PARAPET SEALANT BOTH SIDES PLAN / SECTION O O ELEVATION / SECTION LINE OF DRIP EDGE BELOW ROOFING MEMBRANE DURO-LAST ROOFING MEMBRANE OVER TOP OF PARAPET DURO-LAST ROOFING MEMBRANE AT BACK OF PARAPET TERMINATION BAR EXPOSED END OF DRIP EDGE AND BLOCKING TO BE FINISHED PER MANUFACTURER SPECS DURO-LAST ROOFING MEMBRANE AT BACK OF PARAPET TERMINATION BAR 7/8" STUCCO FINISH W/ PAPER BACKED MTL LATH ASPHALT-IMPREG. FELT, WATER -RESISTIVE BARRIER TYP. .I■Fa ■ OUTSIDE CORNER Nrs TYPICAL VENT PIPE S.S. BAND POSITIONED 1/4" FROM TOP OF STACK FLASHING TYPICAL E.I.F.S. CONSTRUCTION 5/8" STUCCO FINISH OVER 8" SMOOTH FACED CMU STARTER TRACK W/ WEEP HOLES 1/2" GAP ALONG SIDES WITH BACKER ROD & SEALANT MIN. 24 GA. G.I., SECURED W/ APPROPRIATE FASTENERS - SOLDER ALL JOINTS AND SEAMS KEY NOTES O 22 GA ALUMINUM ROOF PAINTED WITH KYNAR FINISH. SEE SHEET A4,0 FINISH SCHEDULE, FASTEN TO TOWER TOP WITH FLAT HEAD SCREWS C 12" O.0 ALONG EDGES, COUNTER SUNK AND PAINTED TO MATCH SHEET METAL COLOR. Q 60 MIL BITUTHENE OR 50 MIL PVC ROOFING MEMBRANE COVERING TOP OF TOWER BELOW METAL CAP. LAP EDGES OVER VERTICAL EDGE 4". EXCEPTIONAL METALS FACTORY OR LOCAL SHOP FABRICATED PAINTED I ARCH DRIP EDGE. SEE FINISH SCHEDULE ON SHEET A4.0. COLOR SHALL MATCH METAL FOR TOWER TOP. VERTICAL FACE IS 4" TALL. APPLY TRIM TO ALL 4 EDGES. MITRE AT CORNERS. FASTENERS SHALL NOT BE SPACED GREATER THAN 6" O.C.. I 7/8" STUCCO FINISH W/ PAPER BACKED M L. LATH ASPHALT-IMPREG. FELT, WATER -RESISTIVE BARRIER. SPLICE CLEATS ARE REQUIRED WHEN TRIM FACE IS 4" OR GREATER. 9 INSTALL CLEATS 24" O.C. MAX. USE MFR. APPROVED FASTENERS. PROVIDE e CLEAT AH ALL TRIM SPLICES. 1X3 WOOD NAILER ALONG TOP EDGE OF TOWER. CU r TO CONFORM TO CURVATURE. PLYWOOD SHEATHING GENERAL NOTES 1. IF MORE THAN ONE TRIM SECTION IS USED PLACE THE MIDDLE TRIM PIECE AT THE HIGHER POINT MIDDLE OF ARCH TO PROMOTE DRAINAGE. NOTCH I AT LOWER SEGMENTS AT SPLICES PER MFR. REQMTS. 2. PROVIDE EDGE TRIM ON BOTH SIDES AND THE ENDS OF EACH ARCH. 3. CONTACT "EXCEPTIONAL METALS" AT 1-800-248-0280 AND ASK THEM TO EMAIL OR FAX YOU THE "TEMPLATE AND FIELD MEASURING PROCEDURES" FOR PROVIDING ARCH CURVE FOR ARCH TOP. THIS SHOULD BE DONE ' IMMEDIATELY AFTER FRAMING IS COMPLETE. TOWER TRIM N.T.S. I 7 NOTE: i.> RTU SHALL BE LEVEL WITHIN 1/8" OVER LENGTH PRE -FABRICATED VENT OF EQUIPMENT o AND (2) - H3 SIMPSON cc CONNECTIONS AT EA, HVAC CU 3`-T-0" 14 �— 5/8" CDX PLYWOOD CAP SHEET OVER TOP OF SLEEPER EXTEND DOWN SIDES BY 2" (2)2x12, RIP FOR LEVEL PLATFORM BASE FLASHING DURO-LAST SINGLE PLY ROOF MEMBRANE 10d @ 6" O.C. (TYPICAL) r; 2x6 BLOCKING � ni ins � nnT n�ni�i r 6" DIA WHIT 40 SCHEDULE PV PIPE. 2-90 DEGREE PLUS VERTICAL THRU ROOF EXT. CLOSED CELL INSULATION FOAM TO SEAL PIPE �— UTILITY LINES FOR ROOFTOP EQUIPMENT z' ROOF PLYWOOD EXTEND PVC PIPE -�� A MIN. OF 24" BELOW PLYWD, ROOF DECK TOP OF PARAPET SEALANT BOTH SIDES PLAN / SECTION O O ELEVATION / SECTION LINE OF DRIP EDGE BELOW ROOFING MEMBRANE DURO-LAST ROOFING MEMBRANE OVER TOP OF PARAPET DURO-LAST ROOFING MEMBRANE AT BACK OF PARAPET TERMINATION BAR EXPOSED END OF DRIP EDGE AND BLOCKING TO BE FINISHED PER MANUFACTURER SPECS DURO-LAST ROOFING MEMBRANE AT BACK OF PARAPET TERMINATION BAR 7/8" STUCCO FINISH W/ PAPER BACKED MTL LATH ASPHALT-IMPREG. FELT, WATER -RESISTIVE BARRIER TYP. .I■Fa ■ OUTSIDE CORNER Nrs TYPICAL VENT PIPE S.S. BAND POSITIONED 1/4" FROM TOP OF STACK FLASHING TYPICAL E.I.F.S. CONSTRUCTION 5/8" STUCCO FINISH OVER 8" SMOOTH FACED CMU STARTER TRACK W/ WEEP HOLES 1/2" GAP ALONG SIDES WITH BACKER ROD & SEALANT MIN. 24 GA. G.I., SECURED W/ APPROPRIATE FASTENERS - SOLDER ALL JOINTS AND SEAMS KEY NOTES O 22 GA ALUMINUM ROOF PAINTED WITH KYNAR FINISH. SEE SHEET A4,0 FINISH SCHEDULE, FASTEN TO TOWER TOP WITH FLAT HEAD SCREWS C 12" O.0 ALONG EDGES, COUNTER SUNK AND PAINTED TO MATCH SHEET METAL COLOR. Q 60 MIL BITUTHENE OR 50 MIL PVC ROOFING MEMBRANE COVERING TOP OF TOWER BELOW METAL CAP. LAP EDGES OVER VERTICAL EDGE 4". EXCEPTIONAL METALS FACTORY OR LOCAL SHOP FABRICATED PAINTED I ARCH DRIP EDGE. SEE FINISH SCHEDULE ON SHEET A4.0. COLOR SHALL MATCH METAL FOR TOWER TOP. VERTICAL FACE IS 4" TALL. APPLY TRIM TO ALL 4 EDGES. MITRE AT CORNERS. FASTENERS SHALL NOT BE SPACED GREATER THAN 6" O.C.. I 7/8" STUCCO FINISH W/ PAPER BACKED M L. LATH ASPHALT-IMPREG. FELT, WATER -RESISTIVE BARRIER. SPLICE CLEATS ARE REQUIRED WHEN TRIM FACE IS 4" OR GREATER. 9 INSTALL CLEATS 24" O.C. MAX. USE MFR. APPROVED FASTENERS. PROVIDE e CLEAT AH ALL TRIM SPLICES. 1X3 WOOD NAILER ALONG TOP EDGE OF TOWER. CU r TO CONFORM TO CURVATURE. PLYWOOD SHEATHING GENERAL NOTES 1. IF MORE THAN ONE TRIM SECTION IS USED PLACE THE MIDDLE TRIM PIECE AT THE HIGHER POINT MIDDLE OF ARCH TO PROMOTE DRAINAGE. NOTCH I AT LOWER SEGMENTS AT SPLICES PER MFR. REQMTS. 2. PROVIDE EDGE TRIM ON BOTH SIDES AND THE ENDS OF EACH ARCH. 3. CONTACT "EXCEPTIONAL METALS" AT 1-800-248-0280 AND ASK THEM TO EMAIL OR FAX YOU THE "TEMPLATE AND FIELD MEASURING PROCEDURES" FOR PROVIDING ARCH CURVE FOR ARCH TOP. THIS SHOULD BE DONE ' IMMEDIATELY AFTER FRAMING IS COMPLETE. TOWER TRIM N.T.S. I 7 SEALE PIPE FLASHING THE USE OF THIS DETAIL 13 NOT ALLOWED ON FULLY ADHERED INSTALLATIONS 3/4" MEMBRANE SHOULD EXTEND BEYOND WOOD NAILER BY A MIN. OF 1 -INCH '57 CONTACT LEE COBB WITH I DURO-LAT T AT 800-434-3876 FOR QUESTIONS ABOUT THE 2 1 PIECE SNAP ON TRIM. NOTES I THE USE OF THIS NAILER IS NOT TO EXCEED A 2 -INCH PER 12 -INCH SLOPE A WOOD NAILER IS REQUIRED IF ONE OR MORE INCHES OF INSULATION IS USED. TOP OF WOOD NAILER IS TO BE FLUSH WITHTOP OF INSULATION. BE SURE THAs THE WOOD NAILER EXTENDS AT LEAST 1/2" INCH BEYOND THE HORIZONTAL EDGE OF THE SNAP-ON BASE. O FASTEN 6 -INCHES ON CENTER WITH 1 1 /4 -LONG ROOFING NAILS, INCREASE FASTENER SPACING TO 3 -INCHES ON CENTER AT THE CORNERS OF THE ROOF (10'-0" MIN.). FASTENERS SHALL PENETRATE NAILER A MIN. OF 1 -INCH. ALLOW FOR 1/8 - INCH EXPANSION GAP BETWEEN 10 -FOOT LENGTHS OF I SNAP-ON BASE. OVERLAP THE SNAP-ON COVERS BY 2 -INCHES BETWEEN 10 -FOOT LENGTHS. J� WHEN INSTALLING THIS DETAIL WITH A 6 -INCH OR GREATER VERTICAL SURFACE, ADDITIONAL MECHANICAL A�HACI IMENT IS REQUIRED ON THE I SNAP ON BASE. ROOF MEMBRANE SNAP-ON BASE FACTORY PAINTED COMPRESSION METAL COVER MEMBRANE WELD PER MANUFACTURER. PARAPET CAP N.T.S. ___j1 1/2" PLYWOOD SHEATHING 2x WOOD FRAMING 24"1-1 X 24"W GALV. MTL. HINGED LOUVER - PRIMED & PAINTED IN FIELD 1/2" PLYWOOD SHEATHING 2x WOOD FRAMING CURVED METAL TOWER ROOF NEOPRENE GASKET CUT TO FIT EACH MNTG. PLATE & PLACED BETWEEN METAL ROOF ARCH PLATE 0 3/8" ASS"' BOLTS, -rYF NOTE: NO ALLOWED UNLESS REQ'D BY LOCAL CODES. DURO-LAST TERMINATION BAR GALV. MTL, DRIP FLASHING I i i DURO-LAST N TERMINATION BAR LOUVER DETAIL erg pp y�+4 tl [ i'sr, i d .i��'yl ulllil II �„I+II�I� i�l�ul 3, FLYING ARCH SUPPORT POST WITH 1/4" THK. x 6"X10" ALUMINUM PLATE BASE. SEE SCOPE OF WORK 3/8" ALUMINUM GUSSET PLATE, TYP. 1 /4" NEOPRENE GASKET GALV. MTL. ROOFING CONTINUOUS OVER PLYWOOD 60 MIL BITUTHENE OVER PLYWOOD WD. BLOCKING FOR FLYING ARCH, PER STRUCT'L SEE STRUCTURAL FOR ATTACHMENT IN old N 1 - DONALD DIBERNARDO AR93507 A Q _0 0 0 _ Ln U L� (1) - H3 SIMPSON DURO-LAST C EA. STUD PRE -FABRICATED VENT AND (2) - H3 SIMPSON STACK FLASHING CONNECTIONS AT EA, po SFUD FOR CANOPY DURO-LAST ROOFING ROOF DECK— MATERIAL OVER RIGID 5/8" SHOVER INSULATION FINISH OVER ° 8" SMOOTH FACED CMU (2) - 2x6 STUDS 1/2" PLYWOOD—_ EACH SIDE OF SHEATHING BLOCKING 2x SOLID BLOCKING LEDGER OR STACKED W/ DRILLED 'TRUSS. SEE HOLE FOR PIPE PLAN. PENETRATION SEALANT @ a L PENETRATION SEALE PIPE FLASHING THE USE OF THIS DETAIL 13 NOT ALLOWED ON FULLY ADHERED INSTALLATIONS 3/4" MEMBRANE SHOULD EXTEND BEYOND WOOD NAILER BY A MIN. OF 1 -INCH '57 CONTACT LEE COBB WITH I DURO-LAT T AT 800-434-3876 FOR QUESTIONS ABOUT THE 2 1 PIECE SNAP ON TRIM. NOTES I THE USE OF THIS NAILER IS NOT TO EXCEED A 2 -INCH PER 12 -INCH SLOPE A WOOD NAILER IS REQUIRED IF ONE OR MORE INCHES OF INSULATION IS USED. TOP OF WOOD NAILER IS TO BE FLUSH WITHTOP OF INSULATION. BE SURE THAs THE WOOD NAILER EXTENDS AT LEAST 1/2" INCH BEYOND THE HORIZONTAL EDGE OF THE SNAP-ON BASE. O FASTEN 6 -INCHES ON CENTER WITH 1 1 /4 -LONG ROOFING NAILS, INCREASE FASTENER SPACING TO 3 -INCHES ON CENTER AT THE CORNERS OF THE ROOF (10'-0" MIN.). FASTENERS SHALL PENETRATE NAILER A MIN. OF 1 -INCH. ALLOW FOR 1/8 - INCH EXPANSION GAP BETWEEN 10 -FOOT LENGTHS OF I SNAP-ON BASE. OVERLAP THE SNAP-ON COVERS BY 2 -INCHES BETWEEN 10 -FOOT LENGTHS. J� WHEN INSTALLING THIS DETAIL WITH A 6 -INCH OR GREATER VERTICAL SURFACE, ADDITIONAL MECHANICAL A�HACI IMENT IS REQUIRED ON THE I SNAP ON BASE. ROOF MEMBRANE SNAP-ON BASE FACTORY PAINTED COMPRESSION METAL COVER MEMBRANE WELD PER MANUFACTURER. PARAPET CAP N.T.S. ___j1 1/2" PLYWOOD SHEATHING 2x WOOD FRAMING 24"1-1 X 24"W GALV. MTL. HINGED LOUVER - PRIMED & PAINTED IN FIELD 1/2" PLYWOOD SHEATHING 2x WOOD FRAMING CURVED METAL TOWER ROOF NEOPRENE GASKET CUT TO FIT EACH MNTG. PLATE & PLACED BETWEEN METAL ROOF ARCH PLATE 0 3/8" ASS"' BOLTS, -rYF NOTE: NO ALLOWED UNLESS REQ'D BY LOCAL CODES. DURO-LAST TERMINATION BAR GALV. MTL, DRIP FLASHING I i i DURO-LAST N TERMINATION BAR LOUVER DETAIL erg pp y�+4 tl [ i'sr, i d .i��'yl ulllil II �„I+II�I� i�l�ul 3, FLYING ARCH SUPPORT POST WITH 1/4" THK. x 6"X10" ALUMINUM PLATE BASE. SEE SCOPE OF WORK 3/8" ALUMINUM GUSSET PLATE, TYP. 1 /4" NEOPRENE GASKET GALV. MTL. ROOFING CONTINUOUS OVER PLYWOOD 60 MIL BITUTHENE OVER PLYWOOD WD. BLOCKING FOR FLYING ARCH, PER STRUCT'L SEE STRUCTURAL FOR ATTACHMENT IN old N 1 - DONALD DIBERNARDO AR93507 A Q _0 0 0 _ Ln U L� BUTYL FLASHING TAPE AT TOP OF BLDG PAPER BUTYL FLASHING TAPE APPLIED PRIOR TO BLDG PAPER W/ 3" MIN. FLAP 2ND SURFACE WATER PROOFING APPLIED OVER STUDS & PLYWD BLDG PAPER ' OVER 2ND SURFACE WATER PROOF MEMBRANE EIFS LAYE MAINTAIN CLEAR PP FOR WAT1 DRAINAGE 8' DEEP M J -MOLD C AT WNDW PERIMETE STUCCO STONE BEDDING BLDG PAF 5 EXTEND FACE OF J -MOLD 3" TO EIFS DRAINAGE TRACK lot PLASTIC EIFS DRAINAGE END DAM @ BACKER ROE CHANNELS SEE WINDOW BOT. VENEER OVER STUCCO BASE WINDOW TRACK SPACER DTL.7/A6.2 LINTEL RE: STRUCT. SHIM s STONE CAPS AT EIFS AND BACKER ROD WINDOWS AS SHOWN. CONT. 795 DOW CORNING LENGTH OF FLASHING AT ALUM. FLASHING OVER STONE CAP SILICONE (OR EQ.) WOOD CG INSERT FLASHING OVER LAG BOLT/ STUDS & EIFS BOTTOM WASHER THRU PLYWD DRAINAGE BOT. TRACK (TYP) SIIEATI-ZING TRACK FRAME SHIM. __.. - - 7/8" MTL. WINDOW FLASHII STEPS: APPLY8" BACKER J -MOLD AT ROD AND DARK BRONZE DRAINAGE AWAY BOUNDRIES FROM WALL AT ENTIRE WINDOW PERIMETER OF STUCCO f ---! O ) --- -- WINDOW BOT. z zo TRACK WITH 0 END DAM AND <r. m 0 .—, NOTE: WOOD SILLS -& WEEP HOLES c — O JAMM SHALL BE WOOD t PRESSURE EL STUDS & TREATED BLDG PAPER PLYWD U FLASHING V SHEATHING (­Tr-�mr-r•nr,%n rr J -MOLD FOR STUCCO PREP CONT. METAL LEDGER FOR STONE VENEER CAP 7/8" STUCCO i LATH BASE FOR STONE VENEER FINAL STEPS 57/811 INT. WALL BACKER ROE STEP 1: INSTALL STONE SEALANT a VENEER OVER STUCCO BASE WINDOW & CONT. STEEL LEDGER PERIMETER STEP 2: INSERT ALUMINUM LINTEL RE: STRUCT. FLASHING EXTENSIONS OVER s STONE CAPS AT EIFS AND BACKER ROD WINDOWS AS SHOWN. CONT. 3/8" BACKER ROD & LENGTH OF FLASHING AT ALUM. FLASHING OVER STONE CAP WINDOW SILL: WITf I FINISH TO MATCH STOREFRONT CG INSERT FLASHING INSULATION EXTENSION UNDER EIFS O CD FLASHING Q INSERT FLASHING . EXTENSION TO WINDOW -- - .............. ..............._--_ FRAME SHIM. __.. - - ENDATIONS (AT WINDOW FLASHII STEPS: APPLY8" BACKER MAINTAIN POSITIVE FINISH TO MATCH S ROD AND DARK BRONZE DRAINAGE AWAY SILICONE SEALANT AROUND FROM WALL AT ENTIRE WINDOW PERIMETER ALL FLASHING NOTE: SE DETAIL 3 1 MORE DE' LEDGER STUCCO & STEEL LEDGERS SILL RECEPTOR & END DAM PAINTED 8" SPLIT FACED C.M.U. — INT. WALL SUBSTRATE PAINTED 8" SPLIT HE: E/A1.0 FACED C.M.U.— 1 1/2" MTL STUD 1 1/2" RIGID INSULATION POWERS STEEL 57/811 INT. WALL LINTEL RE: STRUCT. 'l- 00 SUBSTRATE I I POWERS STEEL rl N C--) CO LINTEL RE: STRUCT. SEALANT & s 1/2" MTL BACKER ROD CD (D 3/8" BACKER ROD & __ _ -I- tl, SILICONE PRINTABLE v INSULATION METAL FLASHING O CD ANODIZED ALUMINUM PROVIDE JAMB A 'HORS WINDOW FRAME -SEE DOOR - PER MANUFACTURER pQ WINDOW SCHEDULE. SEE DOOR SCHEDULE RECOMIV ENDATIONS (AT ALIGN FRAME AS SHOWN JAMBS NLY) SIL ICONE SEALANT NOTE: SEE FLOOR FINISH PLAN FOR FLOOR FINISHES SERVICE DOOR - SEE DOOR SCHEDULE AND SCOPE OF WORK FINISH FLOOR OVER CONCRETE SLAB ADA COMPLIANT ALUMINUM THRESHOLD - SET IN SEALANT — PRE -MOLDED EXPANSION JOINT `1 ANODIZED ALUM. WINDOW FRAME WEEP HOLES SILL RECEPTOR W/ FASTENER 1/4" SETTING BED SIDEWALK EXPANSION FILLER p n N a ALIGN AS SHOWN WITH v _ EDGE OF SLAB D � .r SILL FULL HEIGHT OPENINGS 3"=.1-0 11 ANODIZED f DOOR -SEE SCHEDULE CONCRETE ADA COMPL ALUMINUM - SET IN SEA PRE-MOLDE EXPANSION .� ••_yam •' \ � � � � �;. INT. WALL SUBSTRATE ° I HE: E/A1.0 1 1/2" MTL STUD ° 'I 1/2" RIGID INSULATION -20 -A. S.S. WALL GUARD - TO I OF SILL JAMB TO JAMB - AT ACH W/ CONST. 6-1/8 ADHESIVE 1 1/2" VERT. FURRING STRIPS 20 GA. S.S. WALL GUARD - W/ INT. WALL SUBSTRATE TOP OF SILL JAMB TO JAMB - 211 PER E/A1.0 ATTACH W/ CONST. ADHESIVE ANODIZED ALUMINUM �' c WINDOW FRAME - SEE WINDOW SCHEDULE. BACKER ROD AND SEALANT PAINTED 8" SPLIT FACED CMU DOUBLE STUDS AT JAMB AND HEAD WITH ANCHOR STRAP. 5/8" 2" HM FRAME N LL P= N N r WD. DOOR SEALANT N SUBSTRATE AS NOTED ON SHEET A1.0 CANOPY/ TRELLIS (WHERE INDICATED) PAINTED 8" SMOOTH FACED CMU BEHIND CANOPY/TRELLIS — POWERS STEEL LINTEL RE: sTRUCT.—' 3/8" BACKER ROD & SILICONE ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE. ALIGN FRAME AS SHOWN 7/8" �I -1 1/2" VERT, FURRING STRIPS W/ INT. WALT_ SUBSTRATE PER E/A1.0 ANODIZED ALUMINUM WINDOW FRAME - SEE ::...::: :.. :.• ,. .::. ;;....,::.. :..,,..;.;.:. WINDOW SCHEDULE BACKER ROD AND PAINTED 8" SPLIT FACED SEALANT CMU 57/811 INT. WALL INT. WALL SUBSTRATE i R_F.• E _ A to 1 1/21, MTL 'l- 00 SUBSTRATE I I : ` HE: E/A1.0 rl N Cfl (y) rr) 1/2" MTL < V ' INSULATION T1 ` -'STUD 4 I I 1 1/2" RIGID < v INSULATION -1 1/2" VERT, FURRING STRIPS W/ INT. WALT_ SUBSTRATE PER E/A1.0 ANODIZED ALUMINUM WINDOW FRAME - SEE ::...::: :.. :.• ,. .::. ;;....,::.. :..,,..;.;.:. WINDOW SCHEDULE BACKER ROD AND PAINTED 8" SPLIT FACED SEALANT CMU cv r� c� 57/811 n \ ' INT. WALL SUBSTRATE i R_F.• E _ A to 1 1/21, MTL 'l- 00 > N rl N Cfl (y) rr) (,\J 00 (j) u) < V ' INSULATION VINYL CORNER BEAU LC) v O CD Ln Q 6) pQ m SEALANT Lf Lrr� SIL ICONE SEALANT Q WINDOW FRAME - SEE 0 ER WG BOLT / 1 0 O ) � �J z zo CL 0 L U <r. m 0 .—, (D S LID SURFACE SILL c — O EL ANODIZED ALUM. "Z" U FLASHING �. • 4 'a 0 � zLd --*-1 NT, WALL 4" SILL BLOCK I SUBSTRATE RE: E/A1.0 Q 4• f I 4. I -1 1/2" MTL 1" \ STUD CONTRACT DATE: 3.16.1-1 cv r� c� 3 COAT SAND FINISH STUCCO, PAINTED 57/811 n \ ' INT. WALL SUBSTRATE i R_F.• E _ A to 1 1/21, MTL X STUD DONALD DIBERNARDO 1 1/2" RIGID i AR93507 < V ' INSULATION VINYL CORNER BEAU ANODIZED ALUMINUM WINDOW FRAME -SEE O WINDOW SCHEDULE. — - BACKER ROD AND SEALANT Lf Lrr� SIL ICONE SEALANT Q WINDOW FRAME - SEE 0 ER WG BOLT / 1 ANODIZED ALUM. SILL RECEPTOR. it [r� 311 _ 1'-0" 0 SHIM &CAULK BELOW SILL RECEPTOR. S LID SURFACE SILL L� ANODIZED ALUM. "Z" FLASHING �. • 4 'a Q v . '4' --*-1 NT, WALL 4" SILL BLOCK I SUBSTRATE RE: E/A1.0 Q 4• f I 4. I -1 1/2" MTL 1" \ STUD CONTRACT DATE: 3.16.1-1 8" SPLIT FACE CMU U 4'• •. \\ • \ X I 1 -1/2" RIGID BUILDING TYPE: T -b07 ' I INSULATION ,4 PLAN VERSION: Aug09-N SITE NUMBER: \ STORE NUMBER: WIC SILL 3" = 1'-0" L_IS NUMBER: ---- 2011-032 3 COAT SAND FINISH STUCCO, PAINTED n \ ' INT. WALL SUBSTRATE i R_F.• E _ A to 1 1/21, MTL X STUD 1 1/2" RIGID i < V ' INSULATION VINYL CORNER BEAU — - BACKER ROD AND SEALANT Lf Lrr� ANODIZED ALUMINUM 2 1/2" WINDOW FRAME - SEE WINDOW SCHEDULE. it [r� 311 _ 1'-0" 1/2" GYP. BD. OVER 3/4" VERT. FURRING (-rYP.) ANODIZED ALUM. WINDOW FRAME, SEE WINDOW SCHEDULE, ---\ HIDE MASONRY CONTROL JOINT BEHIND f TOWER CONSTRUCTION. U SMOOTH FACE CMU SPLIT FACE CMU BETWEEN TOWERS +a. 5/8" STUCCO FINISH STUD FRAMING. SEE STRUCTURAL. T I 5/8" PLYWOOD SHEATHING d ,. NOTE: SEE DETAIL 16/A6.1 FOR -d -------------------- ADDITIONAL INFORMATION REGARDING WATERPROOFING AT WINDOWS AND DOORS. \`—NOTE: POINT OF CRITICAL FINISH WORK. INSIDE CORNER MUST HAVE CLEAN TRANSITION BETWEEN STONE FINISH AND SPLIT -FACE CMU 7/8" STUCCO FINISH OVER PAPER BACKED, GALV. WIRE LATH W/ STO FINISH STONE WALL FINISH BELOW CAP STONE BELOW DETAIL AT UPPER TOWER LEG 11/2" = V-0" HIDE MASONRY CONTROL JOINT BEHIND / TOWER CONSTRUCTION. 1/2" GYP. BD. OVER 3/4" VERT. FURRING a� (TYP.) SMOOTH FACE CMU SPLIT FACE CMU -1` ` BETWEEN TOWERS ANODIZED ALUM, WINDOW FRAME. SEE WINDOW SCHEDULE. ---� 5/8" STUCCO FINISH NOTE: POINT OF CRITICAL FINISH WORK. ' INSIDE CORNER MUST HAVE CLEAN TRANSITION BE STUD FRAMING, SEE STRUCTURAL. STONE FINISH AND C? SPLIT -FACE CMU 5/8" PLYWOOD SHEATHING �-- -- 3/8" GROUT JOINT (TYP.) NOTE: SEE DETAIL 16/A6.1 FOR 1 L� �� G� MORTAR BED PER MFR, SPECS, ADDITIONAL INFORMATION REGARDING WATERPROOFING STONE VENEER OVER SCRATCH COAT WITH AT WINDOWS AND DOORS. 21-6" 2.5 GALV. METAL LATH. 7/8" SAND FINISH STUCCO OVER PAPER BACKED SELF -FURRING METAL LATH AND 2 LAYERS 715 FELT WATER -RESIST. BARRIER------` VINYL VINYL CASING BEAD 24 GA FLASHING, 3/4" x 1 1/2" BEHIND EIFS BOTTOM TRACK 24 GA FLASHING, 3". LINDEH -� .3/8" l" FLASHING W/. HEM CORONADO SILL STONE < CONT. SIKADUR ANCHORFIX-3 ADHESIVE BY SIKA CORP EL. G-0" _ _ _ T.O. STONE WAINSCOT CONT 1 1/2" GALV, MTL LEDGER W/ MORTAR CORONADO STONE VENEER - v ADHERED WITH MORTAR PER MFR.'S RECOMMENDATIONS BUILDING PAPER (PER SPECS) 2.5 GALV, METAL LATH SCRATCH COAT TYP. GROUT JOINT SHEATHING MORTAR BED PER MFR SPECS. 2.5 GALV. METAL LATH BUILDING PAPER - -- (PER SPECS.) SHALL OVERLAP J -MOLD AT BOTrOM OF VENEER SCRATCH COAT ---- CORONADO STONE VENEER ADHERED WITH MORTAR PER MFR.'S RECOMMENDATIONS TYP. GROUT JOINT P.T. SILL PLATE CONT. GA MTL WEEP SCREED CONT. 6" x 22 GA WHIT PVC - FLASHING lJ CONT. SEACAN 'LI E BETWEEN FLASHING NOTE: PAINT E.I.F. . BOTTOM DRAINAGE -TRACK VITH ENAMEL PAINT MORTAR BED PER MFR. SPECS. I 1 1/2" LG SCREWS a 12" O.C. MAX DETAIL AT LOWER TOWER LEG 11/2" = V-0" E.I.F.S. SURFACE CAP STONE TYP. FACE OF LAPPED STONE TYP. END OF LAPPED STONE -TYPICAL CORNER NOTE: THE TYPICAL CORNER TREATMENT FOR STONE VENEER IS SHOWN ABOVE, ALTERNATE LAPPING STONES AS SHOWN ABOVE. 00 FIELD STONE SHALL HAVE HORIZONTAL GROUT LINE ALIGNED WITH THE FINISH FLOOR. HORIZONTAL GROUT JOINTS SHOULD NOT Q EXCEED 4 TO 6 FEET. r TYPICAL STONE VENEER CORNER S. 1 NOTE: HOSE BIB BOX SHALL BE ACUDOR-ARVB OR EQUAL BACK SIDE OF PLYWOOD SHEATHING HOSE BIB BOX I COLD WATER LINE TO HOSE BIB u �-- 2x6 WOOD WALL STUD----/ BACK SIDE OF BOX LOCKING DOOR MASONRY & MORTAR STUCCO SUBSTRATE HOSE BIB 8 x 8 x 4 STEEL HOSE BIB BOX. - FLASHING TAPE AROUND BOX - BUILDING PAPER OVER PLYWOOD FRONT OF BOX 16'-6" _ T.O. LADDER 16'-511 _ L T.O, WALL 13'_4" B.O. PLATFO F 13'-1"lqr- TJ T.O. PLATE rih2l-011 BOT. of LAD[ INTERIOR SUBSTRATE SMOOTH FACE CMU SPLIT FACE CMU OVER 1 1/2" VERT. BEHIND EXPRESSION FURRING PANEL 3/8"0 x 2 1/2" LAG BOLT WITH FLAT WASHER (TYP.) _ LADDER BR777 ACKET: BENT �. BAR 4" x 3/8" x V-0", WELD / TO UPRIGHT AT MAX 24" O.C. VERTICAL SPACING \;> 1 0 LADDER RUNGS AT X V-0" O.C. VERTICAL �! SPACING / �.f 1" GALV. BAR GRATING h,�7 �. SZ ��/,,J/��,;<� �Z�„ \ / f , / jy LADDER PLATFORM TOP �. %�, `/`h,./`�h , \..�`.:,h > , � , /�•,.,\/�, LANDING, ;R' r PAINTED 8" I 4" x 3/8" LADDER FRAME SPLIT FACE C.M.U. 6.1 -DEEP GROUND CASING BEAD LOW PARAPET - AMICO AM66-1500 OR EQUAL HIGH PARAPET INFILL W/ SAND FINISH STUCCO 3 COAT SAND FINISH �� -STRAIGHT BANDING BEAD ROOF STUCCO OVER 8" AMIGO AMBB '1500-750 OR EQUAL SMOUTI I FACED CMU ROOF LA .1 =1'-0" JAMB/HEA @ EXP. PANEL/PARAPET N.T.S. )OF PARAPET BEYOND ADDER UPRIGHTS BAR 6/8" SPACED T-6" APART I.F.S. X 3/8" HORIZ. GALV. BAR GRADING 1DDER PLATFORM TOP \LADING 'X 2" X 1/4" GALV. ANGLE �S TENED TO 3/8" HORIZ. LADDER BRACKETS: BENT BAR 41'x 3/8" x V-0", WELD TO UPRIGHTS AT MAX 24" O.C. VERTICALE SPACING 1`0 LADDER RUNGS AT V-0" O.C. VERTICAL SPACING 3/8"0 X 2 1/2" LAG BOLT WITH FLAT WASHER (TYP.) --- CONTINOUS LADDER BRACKET: BENT BAR 4"x 3/8" x V-0", WELD TO UPRIGHTS, SEE DETAIL 11/A6.3 NOTE: SEE DETAIL -11/A6.3 FOR THE LADDER SECURITY DOOR. -CAULK SEALANT UNDER SCHEDULED COMPONENT TO BE ATTACHED —FASTENER AS SCHEDULED THRU NEOPRENE WASHER MODIFIED BITUMEN FLASHING MEMBRANE OVER 30 REAR BUILDING WALL EXTERIOR ROOF LADDER a - O W � G7E O CD c� 0 z 0 W � W LL W O T d- F— O C1= LL SECURITY GAVE DETAIL N.T.S. 8" Z -O" MIN. LEFT SIDE BRIGHT RED REFLECTIVE COLOR WITH WHITE ENTRY DOOR LETTERING FINISHED FLOOR LB FELT OVER 1/2" EXTERIOR GRADE NOTE: PLYWOOD DETAIL IS MEANT AS A GENERAL GUIDELINE, r REFER TO LOCAL MUNICIPALITY FOR SIGN TYPE, VERBAGE AND DIMENSIONS. Q TYP. ROOFING PENETRATION 3::: 11_O' 10 LIGHT -FRAME ROOF TRUSS SIGNDETAIL N. T.S. I i [NI L:�I V I II 00 dam - M N00 2 m r� A6.2 LA r`) rr) (1) �- (D rr I N `"PAM U 6) 61 > rq f� O I 0 ��) t2 G G U A6.2 I < `� m 0 cu a� ` E SIMILAR I I N rZ �- Lid C) MEN L — -- CA2 �, J ���;1 u 0 ch -1 z =C W STUCCO BAND EXE SSIC. P LS 1/41'=.11 Lo i UNTED 8" �_- - u cll 'LIT FACE C.M.U. - __ h ip - -- ��/ c� O 0 < a LL_ -t , U p LOPED GALV. FLASHING - �r � F v (D d EGLET INTO MORTAR JOINT ,, 1 1/2" DEEP GROUND CASING BEAD AMIGO AM66-1500 OR EQUAL INFILL W/ SAND FINISH STUCCO---" STRAIGHT BANDING BEAD AMICO AMBB 1500-750 OR EQUAL u) V) O fi (D � C-1 � .� U � CSI _ 1/8" GALVANIZED SHEET METAL DOOR. WID IH OF c n LADDER. � CONTINUOUS LADDER _ BRACKET. ATTACHMENT METHOD AND SPACING 1 TO MATCH 'I5/A6,3 ., STEEL LOCK LOOP & HANDLE/ LATCH HINGE HANDLE: 12 WIDE X 3" \ WELDED TO DOOR & TALL X a THICK STEEL CONTINUOUS BRACKET @ WELDED TO STEEL ��'=p 36" A.F.F. DGGH-- W LOCK LOOP: 2'I WIDE X 1 1/2" -TALL X \R THICK STEEL \ WELDED TO HINGE WELDED LADDER BRACKET TO DOOR LOCK LATCH & HANDLE BLOW-UP NOTE: SEE DETAIL 'I 5/A6.3 FOR MAIN DETAIL FOR THE EXTERIOR ROOF LADDER. a - O W � G7E O CD c� 0 z 0 W � W LL W O T d- F— O C1= LL SECURITY GAVE DETAIL N.T.S. 8" Z -O" MIN. LEFT SIDE BRIGHT RED REFLECTIVE COLOR WITH WHITE ENTRY DOOR LETTERING FINISHED FLOOR LB FELT OVER 1/2" EXTERIOR GRADE NOTE: PLYWOOD DETAIL IS MEANT AS A GENERAL GUIDELINE, r REFER TO LOCAL MUNICIPALITY FOR SIGN TYPE, VERBAGE AND DIMENSIONS. Q TYP. ROOFING PENETRATION 3::: 11_O' 10 LIGHT -FRAME ROOF TRUSS SIGNDETAIL N. T.S. I i [NI L:�I V I II 00 dam - M N00 2 m r� A6.2 LA r`) rr) (1) �- (D rr I N `"PAM U 6) 61 > rq f� O I 0 ��) t2 G G U A6.2 I < `� m 0 cu a� ` E SIMILAR I I N rZ �- Lid C) MEN L — -- CA2 �, J ���;1 u 0 ch -1 z =C W STUCCO BAND EXE SSIC. P LS 1/41'=.11 Lo i UNTED 8" �_- - u cll 'LIT FACE C.M.U. - __ h ip - -- ��/ c� O 0 < a LL_ -t , U p LOPED GALV. FLASHING - �r � F v (D d EGLET INTO MORTAR JOINT ,, 1 1/2" DEEP GROUND CASING BEAD AMIGO AM66-1500 OR EQUAL INFILL W/ SAND FINISH STUCCO---" STRAIGHT BANDING BEAD AMICO AMBB 1500-750 OR EQUAL u) V) O fi (D � C-1 � .� U � CSI _ W C,\l W c n � .� � �V \J J �-.J t< 11 �^ 4l) :15 N U) n Oz W mn ;/, 3 COAT SAND FINISH 'i� , %` STUCCO OVER 811 ��> � \ ^� \p /^/ Ca SMOOTH FACED CMU �\ / h a /\ VERT. REINFORCING IN CONC, FILLED CELL RE: STRUCT. DWGS. - PAINTED 8" SPLIT FACED C.M.U. TAPER AND GRIND TOP OF 4" C.M.U. TO REMOVE SHARP EDGE 4" HIGH SPLIT FACE C.M.U. PROJECTED 1" FROM NOM. FACE OF WALL—� PAINTED 8" SPLIT FACED CMU BOLTS. (SEE SCOPE OF WORK) " 3 V I STUCCO BAN = I -o INT. WALL SUBSTRATE DONALD DIBERNARDO RE: E/A1.0 AR93507 X \\ 4 • r, I I _ :Q \ \I \/ \ I I -1 >< \ \\ I I 2" MTL STUD CONTRACT DATE: 3.16.11 \^/ ° ° �4 I I. ` BUILDING TYPE: T -b07 ' \ fl '. 1 1/2" RIGID INSULATION PLAN VERSION: Aug09-N � U � : � a � I I •-, SITE NUMBER: 41 4 I •: STORE NUMBER: X a CANOPY (SEE SCOPE ! OF WORK) PIPE/SLEEVE (SEE SCOPE OF WORK -- LIS NUMBER: 2011-032 TACO BELL 2700 S• ORLANDO DR. SANFORD, FL 32773 IN PROTECT SYRUP LINES FROM TRUSS PLATES BUNDLED SYRUP LINES AND FILTERED WATER LINES BOTTOM CHORD OF ROOF TRUSS \\---OP'rIONAL INSTALLATION: 1" WIDE GALV. STRAPS Cu) EA. TRUSS (MAX. G-0" U.C.) u NOTE: SEE SCOPE OF WORK FOR SCOPE DEFINITIONS cD CD U Q SYRUP LINE IN CEILING N.T.S. 1171 FASTEN 2X BLOCKING TO FACE OF ADJACENT WALL OR TRUSS PLUMBER'S TAPE STRAP 7" DIA. OPENING IN CEILING TILE 6" PVC SECTION VIEW \_ SYRUP LINE BUNDLE THRU CLG. OUTLINE OF DRINK TABLE. CW DROP FOR HOSE BIBB. COORDINATE WITH PLUMBING VERTICAL SYRUP CHASE FROM ABV. CLG. TO 20" A.F.F. CUT OUT FIXTURE EQUIPMENT IF NECESSARY. �—OPENING IN WALL. SEE DETAIL 19/A6.4 J -BOXES ON EITHER SIDE OF STUD ALIGNED VERTICALLY VENT TO ROOF FOR F.S. –� J -BOXES ON ONE SIDE OF STUD ALIGNED VERTICALLY J -BOXES ON ONE SIDE OF STUD ALIGNED VERTICALLY EQUIPMENT RECESSED IN WALL. BOX OUT AN 6 2"H x 17"W x 5 J"D SLO r, J -BOXES ON EITHER SIDE OF STUD ALIGNED VERTICALLY EQUIPMENT RECESSED IN WALL. BOX OUT 2 - 19"H x 6"W x 52'D SLOT NOTE: COORDINATE PLACEMENT OF INWALL ITEMS WITH PLUMBING AND ELECTRICAL TRADES. SEE SHEET P4.0, E3.0 AND E5.0 2x4 INTE I R CHASE WALL, N.T.S. m a ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING SUBSTRATE - SEE SHEET A1.0 BACKER ROD AND SEALANT OFFICE WINDOW JAMB N.T.S. co Q n.,o �_-1 .1 o" r n NOTE: ALLOWABLE ALTERNATE FRAMING: 3-e" MTL. STUDS W/FLEX TRACK FOR BULKHEAD FRAMING. TRUSS WEB MEMBER NUT & WASHER TOP & BOTTOM 4"x4" BLOCK @ ROD F-12,5 EACH SIDE 2"x6" TRUSS BTM CORD THREAD ROD DRILL THRU BLOCK C.L. OR SOFFIT ATTACHMENT 2x6 @ 16" U.C. ,-61 11-8 1/2" A.F.F. I 2"x2"x1/4" ANGLE @ EA. TRUSS VV/ (2) 1/4"x1" LAG SCREWS INTO TRUSS & (2) 1/4" x 4" THRU BOLTS AT' DOUBLE TOP PLATE 2x4 BRACE CD 16" O.C. TO STRUC. ABOVE 2x6 JOISTS @ 16" O.C. 2x6 STUDS C-,016" O,C 8'-4" A,F,F. i I 2x6 JOISTS @16" O.C. 1/2" GYP, BD. PAINTED E i FRP OVER 1/2" PLYWOOD TO Borr, i OF TRUSS v J RAI . MINN o/,o — A, — DONALD DIBERNARDO AR93507 A N cm c>.a cam+ CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 C 0 i i r R t Y e/ / A a F R O R, I I CHAIR RAIL _ T- 5 1/2 x 1/2 ALUMINUM,! �1 T) SEMI RECESSED I �, c�J tet- cv WALL PAINT ABOVE CHAIR CORNER GUARD AT I f. � (�J W WASTE RECEPTACLE ALL OUTSIDE 1/4" MARMOLEUM -- 4X12 S.S. WOOD "< m n 6) CT) RAIL �) �,. x PANEL WALL r� CORNERS - TYPICAL PANEL SCREWS 3/4" LG. W/ S.S. I I I WASHERS. r `l ANODIZED - I `max pQ0 Q0 PAINTED GYP, z i { ,I pq m CHAIR RAIL ALUMINUM BID. �- WINDOW FRAME v I �. 00 0) SUBSTRATE `" c� I 1,/ FOOD GRADE RT J uEALANT > r� r w 1/2" HAD. EASED �, 0 Q n rJ L'1 1/4 TEK SCREWE Fc]_ CORNEL O MARMOLEUM PANEL SOLID SURFACE I/2" x 1/2" . N �1 I THJNSET TILE Q U (D ALUMINUM EXTEND FRONT OF PANEL WINDOW SILL CORNER GUARD i L - - - - -- ` - - - HIT FASTENER % % GROUT d Lu ° TO FRONT EDGE OF ADJ. i `< LL PANEL SEAM. AT ALL INSIDE SINK, APPROX. I FACTORY PAINTED "H" MOLD TO SEE DTL. 17/A6.5 TYP. CORNERS - / PLAN) 24 (SEE SCREED X ' CONCRETE PAD MAIC{ I MARMOLEUM COLOR TYPICAL C�CD 1/4" J -MOLDING & r --r - .i SGA. ESSS EE _.-___..------•--- � CAULK w STAINLESS STEEL. 1/2" �' _ HEM ON TOP, FRONT / BRONZE BOTTOM &CORNER NOTE: SEE DTL• _ AND BOTTOM EDGES. I (�J TRIM TRIM. 5 FOR MTL. BENLT 90 E j <1 �W- W <:, '• ; - - _ _ COVE BASE TILE DEG. BO -EtOH EDGE OF N SPLASH GUARD SHALL I I <1 c) O CONCRETE CURB BE EVEN W/ THE EDGE I NOTE: THE MARMOLEUM PANELS, CHAIR RAIL & PAINTED MTL. TRIM ARE PROVIDED BY o ��' J �r THE DECOR VENDOR. THE GC SHALL INSTALL PANELS TO THE WALL SUBSTRATE WITH Q NOTE: CAULK ALL SEAMS AT WALL OF THE HIGHEST ADJ. ~ SURFACE. SINK. ¢ a UYNATROL '� < W ROLLED ON CONTACT GLUE. SEE SCOPE OF WORK. > i- SEALANT _ I MARMOLEUM TRIM DETAIL N.T.S. 171 MARMOLEUM ATTACHMENT DETAIL N.T.S. 1 PL _ @ _ T- IN TILE/BASE 1-1/2" =1'-0" � GUARD 1- 1 0 � WALL �r0 ECEP� 1-1/2 - 1 0 NUT & WASHERTOP & G) X_— BOTTOM 7�jLAY-INr F 2X4 CROSS SUPPORT CEILING TILES� LL 't U ALUM. T -BAR GRID 1 1/2" VERT. FURRING STRIP i �- 2 - SIMPSON H3 CLIPS BOTH � SIDES OF CHORD & @ EA cu cru r 1 f ALUM. T BAR CORNER TRIM END OF CROSS SUPPORT -� GYP. BD. / !/ '', A RIVETS i /, r INSIDE „ i ALUM. RI EFS SAME CORNER TRIM%/�/, COLOR AS T E3AR I WALL FINISH PER INTERIOR �- BOTTOM TRUSS CHORD \r �J 1 '/ / ' r� I LOWER TRIMPIECE SEE RAISED CLCD :: � ELEVATIONS �. W CHAIR RAIL. oz, A�% HCaI'. ®N Fl�etd :::::-- ..:. :;:.�� .:: 3/4" PIECE (J -MOLD) vw/// _ �j - o .:: I . _ . - �- 1 /2" DIA ALL -THREAD - N r . , VIEW ALUM.T-BAR GRID � , ��; -.-._.------ -.-._._._ - :: SUPPORT N - - / I cn P SUS. CEILING TILE cv �. J -MOLD SET IN SILICON SEALANT - X '" / 1 FIT J -MOLD W/ SILICON PRIOR TO '- CEILING TILE FLASHING j j ° :::::::::::::: Q PLATE :..:....:..: ' . , :: ' f':::: -:- �, ... INSTALLING FRP, WIPE OFF EXCESS / -� DECORATIVE SLEEVE -3/8 ................ J :\ c ASSEMBLY BY MFR. MARMOLEUM /�/�i �'� NOTE: U 23.3 FOR - — / / SINGLE MONITOR & WAINSCOT ' ' " ' ' ' ' ' ' ' ' ' ' ' 8'-4" A.F.F. U-242 FOR A DBL. MONITOR BRACKET - /�,�/,rr,/ _ '.'.'.'.'.'.'.'.'.'.'.'.'...'...................�....... MONITOR HANGING � -- ATTACH W/ 1/4" BOL:fS - Y COVE BASE TILE - SET FLUSH W/ BRACKET SEE SCOPE OF WORK NOTE: SEE IN �° FLOOR TILE MONITOR ASSEMBLY cmc ELEVATIONS FOR 1/8" co \ LA IN CEILING _ BUMP BAR ASSEMBLY 00 FINISHESLo OUTSIDE CORNER co TILES r C:) TRIM PIECE ¢ \ u O KITCHEN WALL ¢ a ' SEE SCOPE OF WORK FOR MORE INFORMATION ~ - LL SECTION AT CHAIR RAIL 3"=1' o" 1 MARMOLEUM TRIM DETAIL 6" =1'-0" 1 s CEILING POCKET N.T.S. 10 BASE CONDITION EXT. WALL 3" =iLL6. CEILING MOUNT MONITOR BRACKET N.'F.S• ' 211 FINISH TABLE TOP HEIGHTS: DONALD DIBERNARDO ALIGN FACE OF SAFE EVEN WITH LOW TABLE TOP HGT. = 30" A.F.F. HIGH AR93507 20 GA. S.S. CORNER GUARD - TOP w (hl) TABLE TOP HGT. = 42" A.F.F. N OF BASE TO BOTTOM OF CLG. - THE BACK EDGE OF THE SERVICE DINING COUNTER TOP HGT. = 42" A.F.F. CEIL ING'TILE &GRID ATTACH W/ CONST. ADHESIVE COUNTER. o i -~ CAULK � LL STEEL SUPPORT PLATE �_ 0 WALL FINISH OVER SUBSTRATE PER ; QC ! 0 PLAN i i i STEEL SUPPORT I �- SAFE - SEE SCOPE OF WORK FOR I TILE WHERE OCCURS SCOPE DEFINITIONSQ FILE GROUT I 5/8" CEMENT BD. SIZE 1/2" w SMALLER THAN SAFE FOOTPRINT. V POUR -ROCK I I� �I z FLOOR TILE I GROUT TO MATCH ADJ, FLOOR. L I --- -- FRP I 20 GA. S.S. END WALL GUARD - TOP OF BASE TO BOTTOM OF CLG. - CONCRETE SLAB SUBSTRATE PER PLAN D i U ATTACH W/ CONST. ADHESIVE ; ; FINISHED CONIC, SURFACE ----------------- I cy) f CONTRACT DATE: 3.16.11 p ANCHOR BOLTS - SEE SCOPE OF WORK -BOLT HOLES = 3/4" DIA. x 3" BUILDING TYPE: I"-1707 I ---u-- -------- DEEP 1.. I 2 � 32 DIA a PLAN VERSION: AuyU9-N CD SITE NUMBER: TILE WHERE OCCURS 41" DIA. TABLES ONLY o r >FOFiE NUMBER: 2 I 3" = 1'-0" ° - LIS NUMBER: 2011-032 CORNER GUARD 19 SAFE PEDESTAL 1 -1-0 15 T USED N.'T.�. 9 'I CORE ILL 11/2 -1 -o 7 KITCHEN FINISH CEILING 3`-1 \ i TACO BELL 2700 S. ORLANDO DR. I I SANFORD, FL 32773 1 1/2" VERT. FURRING STRIP I 1 1/2" VERT. FURRING STRIP WALL SUBSTRATE PER SHT. A1.0 I WALL SUBSTRATE PER SHT, A1.0 WALL SUBSTRATE PER SHT, A1.0 •I I WALL FINISH PER INTERIOR WALL FINISH PER INTERIOR WALL FINISH PER INTERIOR! � WALL FINISH PER IN 1-�--- WALL FINISH PER INTERIOR :% ELEVATIONS ELEVATIONS ELEVATIONS i ELEVATIONS ELEVATIONS , I : I .• I '.: I ' WALL SUBSTRATE PER SHT. A1.0� �� �- WALL SUBSTRATE PER SHT. A1.0 J -MOLD SET IN SILICON SEALANT -BRB J -MOLD SET IN SILICON SEALANT - ! I \ FfJ MOLD SET IN SILICON SEALANT - r J -MOLD W/SILICON PRIOR TO FIT J -MOLD W/SILICON PRIOR TO - FILL J -MOI D W/ SILICON PRIOR TO INSTALLING FRP, WIPE OFF EXCESS INSTALLING FRP, WIPE OFF EXCESS INSTALLING FRP, WIPE OFF EXCESS FINISH COVE BASE TILE - SET FLUSH W/ 1_ COVE BASE TILE - SET FLUSH W/ COVE BASE TILE -SET FLUSH W/ FLUOR TILE COVE BASE TILE -SET FLOOR TILE FLOOR TILE--------�-- DETAILS FLUSH W/ FLOOR TILE SANITARY COVE BASE TILE - I SET FLUSH W/ FLOOR TILE tx DXI x- Lo Lr) Lo U- A6m4r>< i PLOT DATE: BASE KITCHEN EXT. SIDE WALLS 3"=1'-0" A RASE @a DINING EXT. SIDE WALLS61 BASE IN RESTROOM3.. ^ 1' 0" 12 BASE DINING ROOM INT. WALL 3:=1'-0" a KITCHEN FINISH @ BASE 12 1 11 1 10 F E 0 Cf I3 n DONALD DIBERNARDO AR93507 k 9 I 8 I 7 I 6 I 5 I 4 3 0 2 1- 1 0 FLOOR FINISH PLAN A. 0 DENOTES FINISH MATERIAL. REFER TO SHT A7.2 FOR FINISHES. J FACTORY FLOOR FINISH (GALV SIL) W/ INTEGRAL COVE BASE (j3) FLOAT FLOOR TILE FOR FLUSH TRANSITION. B. TILE JOINTS (U.O.N.): 6" COVE TILE BASE. SEE DETAIL 8/A6.4 FOR INSTALLATION, C1D DIMENSION STRING REPRESENTS LINE OF FLOOR TILE TRANSITION, 1. QUARRY FLOOR TILE: 1/4" 2. PORCELAIN FLOOR TILE: 3/16" 6" SANITARY COVETILE BASE. SEE DETAIL 4/A6.4. 710 NOT USED 3. GLAZED WALL TILE: 1/8" 4. BASE, TRIM AND ACCESSORIES: MATCH ADJOINING TILE UNITS <_ 4� PROVIDE FLOOR TILE INSIDE WALK-IN COOLER (NO TILE OR BASE IN FREEZER). FLOAT 16 ALIGN TOP OF B-2 AND B-1. FLOOR TILE IN COOLERS TO DRAIN TO KITCHEN. COORD. WITH COOLER WALL C. TILE INSTALLATIONS REQUIRE MANUFACTURERS STANDARD MOLDED CORNERS CONFIGURATION, 17 PLATFORM FOR FUTURE SAFE. SEE DETAIL'15/A6.4, AT BOTH INSIDE AND OUTSIDE CORNERS. �. PLATFORM FOR SAFE. - SEE DETAIL 15/A6.4. D. ALL BASE TILE SHALL BE SANITARY COVE STYLE WITH 3/8" MIN RADIUS UNLESS NOTED OTHERWISE. C_�, NOT USED E. SEE SCOPE OF WORK SHEETS FOR RESPONSIBILITIES. FLOOR TILE SHALL TRANSITION AT SERVICE COUNTER WALL. F. PROVIDE CLEAR SILICONE CAULK WHERE FRP STOPS AT TOP OF COVE BASE. C� START POINT FOR FLOOR MILE. G. TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATING FIXTURE WILL NOT BE C y METAL BASE IN COOLER; SEE SCOPE OF WORK ACCEPTED. 1 U� REFER TO STRUCT DRAWINGS FOR CONC FLOOR SLOPES AROUND FLOOR DRAINS. �11 FLOAT FLOOR TILE TO MEET FREEZER FLOOR FLUSH. COORD WITH FREEZER THRESHOLD INSTALLATION. 12 SANITARY TILE BASE IN RES TROOMS. SEE DETAIL 12/A6.4 FOR INSTALLATION, FINISH NOTES D KEY H °SES F E 0 Cf I3 n DONALD DIBERNARDO AR93507 k } �4i A7N PLOT DATE: ^0 L� 0 0 Q CONTRACT DATE: BUILDING TYPE; PLAN VERSION: SITE NUMBER: STORE NUMBER: LIS NUMBER: 3.16.11 T -b07 Aug09-N 2011-032 } �4i A7N PLOT DATE: V-0" x 4'-0" FLUORESCENT LIGHT FIXTURE 2'-0" x 4'-0" FLUORESCENT LIGHT FIXTURE DOWNLIGHT @ WALK-IN (BY WALK-IN MFR.) Q PENDANT FIXTURE O DOWNLIGHT U EMERGENCY LIGHTS EXTERIOR WALL FIXTURE EXIT LIGHT (CEILING MOUNTED) PENDANT OR DIRECTIONAL FIXTURE, TRACK MOUNTED m EXTERIOR WALL FIXTURE SPEAKER 12" EXHAUST FAN HVAC RETURN GRILLE HVAC SUPPLY DIFFUSER HVAC SUPPLY DIFFUSER HVAC PERFORATED SUPPLY DIFFUSER BACK DOOR SECURITY STROBE LIGHT SYMBOLCEILING R DIMENSIONS: A. ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N CEILING FINISHES: A. REFER TO ROOM FINISH SCHEDULE (SHT A7.2) FOR CLG. FINISHES. SUSPENDED CEILING: A. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. B. ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8" IN 10'-0" MAX C. ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC LOADS, 2° MAX. D. INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK IS COMPLETE. COORD LOCATIONS OF HANGERS WITH RELATED WORK. E. SEE SPECS FOR ADDITIONAL INFORMATION, GYPSUM BOARD CEILING: A. SUBSTRATE SHALL BE 1/2" THICK GYP BD. B. ACOUSTICAL SEALANT: APPLY TO GYP. BD. PANELS AS INDICATED IN SPECS. GYP. BD. FINISHING AND DECORATING: REFER TO DWGS FUR TEXTURE AND FINISHES. ELECTRICAL: A. SEE ELECT. DWGS. FOR FIXTURE SCHED. r �EFLECTED CEILING PLAN NOTES (7 CEILING GRID STARTING POINT. BULKHEAD @ T-8" A.F.F. NON -INSULATED BUNDLED SYRUP LINES FOR DRINK SYSTEM. SEE SCOPE OF WORK. 6" DIA PVC STUB THROUGH CEILING, SEE DETAIL 17/A6.3 HOOD, FOR ROUGH FRAMING OPENINGS SEE AIR DEVICE SCHED. (TYP. AT RESTROOMS). AWNINGS & CANOPIES. SEE SCOPE OF WORK, NOT USED MENU BOARD. SEE SCOPE OF WORK. MENU BOARD BULKHEAD - BOTTOM OF SOFFIT AT 7'-0" A.F.F. / SEE DETAIL -I/A6.3 11 NOT USED. 12 SPEAKER, CENTER IN CEILING TILE PANEL. 13 PENDANT LTG - CENTER OVER TABLE TOP OR OVAL PICK-UP COUNTER (TYP) AS INDICATED, COORDINATE WITH DECOR FIELD INSTALLATION. 14 EXTERIOR WALL LIGHT FIXTURES, SEE ELEVATIONS AND ELECT. DWGS. 15 NOT USED. 16 EMERGENCY DUAL HEAD FIXTURE. SEE ELECT. DWGS. C17 SECURITY STROBE LIGHT, REFER TO ELECT. DWGS. 18 FAN COIL. (::I9 NOT USE. 20 ALERT LIGHT BOX FOR 3 -COMP POWER SOAK MOUNTED AT C.L. OF BOX 7-11" AFF 21 RAISED INDICATED SECTION OF CEILING TO U-10" 22 DOWN LIGHT FLUORESCENT CENTER OVER SINK S _ _ DONALD DIBERNARDO AR93507 all CONTRACT DATE: 3.16.11 BUILDING TYPE: O d-- 00 Aug09-N SITE NUMBER: N tet- Nl LIS NUMBER: 2011-032 U) rq N 00 0) 0-) 0 Ln c� 0) N 00 CD U 0� (3) > L0 N N z z U 0 _j �r EL n, I� W L- LL <� 0 Z < W DONALD DIBERNARDO AR93507 all CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL 2700 S. ORLANDO DR. SANFORD, FL 32773 FLOORS WALLSS (LAMINATES) CEILINGS =-YM DESCRIPTION ALTERNATE/ NOTEDESCRIPTION STORE NUMBER: ALTERNATE MEEM]_ LIS NUMBER: DESCRIPTION ALTERNATE/ NOTE C-) DESCRIPTION - AVrERNATE T-1 MFR.; DALTILE TYPE; QUARRY #040 NON ABRASIVE COLOR: RED BLAZE SIZE: 6':XG, GROUT: #95 SABLE BROWN MFR.: AMERICAN OLEAN TYPE: QUARRY #Q01 NON ABRASIVE COLOR: CANYON RED SIZE: 6"x6" GROUT: #95 SABLE BROWN P-1 MFR.: SHERWIN WILLIAMS TYPE: SATIN /EGGSHELL LATEX COLOR: SW7069 IRON ORE (DK. GREY) PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (PAINT FOR CL -1) WC -1 MFR.: FORBO TYPE: MARMOLEUNI COLOR: 3825 AFRICAN DESERT (FRESCO) ANODIZED CORNER GUARDS AND J -MOLDS BY NATIONAL METAL SHAPES (DARK BRONZE). INTERMEDIATEALTALS VERTICAL TRIM BY DECOR VENDORS PAINTED SAME COLOR AS WALL PANEL, CL -1 MFR.: USG TYPE; VINYL FACED, STIPPLE SHELL FIRECODE #3270 COLOR: WHITE GRID: USG INT. INC. BY DONN #272606-LXA COLOR: PRE -PAINTED FLAT WHITE #050 MFR.: US GYPSUM CO. TYPE: PANEL #3270 -2 -MIL TYPE:COLOR: WHITE VINYL NOTE: FIRE CODE C NOTE: SEE SPECIFICATIONS T-2 MFR.: DAL TILE TYPE: TERRA ANTICA CERAMIC TILETYPE: COLOR: ROSSO T 12 SIZE: 18"x18" ORR 12"x12" GROUT: CUSTOM #95 SABLE BROWN P-2 MFR.: SHERWIN WILLIAMS SATIN /EGGSHELL LATEX COLOR: SW6657 "AMBER WAVE" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (ORANGE) P-2 MFR.: SHERWIN WILLIAMS TYPE: SEMI -GLOSS LATEX COLOR: SW6657 "AMBER WAVE" RESTROOMS NOTE; HIGH -GLOSS DOOR FRAMES TYPE: MARMOLEUM WC -2 MFR.: FORBO COLOR: 3030 BLUE (REAL) ANODIZED CORNER GUARDS AND J -MOLDS BY NATIONAL METAL SHAPES (DARK BRONZE). INTERMEDIATE VERTICAL TRIM BY DECOR VENDORS PAINTED SAME COLOR AS WALL PANEL. CL -2 MFR.: TYPE: GYPSUM BOARD COLOR: P-3 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX FRP-1 MFR.: MARLITE CL -3 MFR.: USG SUSPENDED CEILING TILE " GRID, VENTS, SPEAKERS TO BE COLOR: SW6510 "LOYAL BLUE" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (BLUE) TYPE: FIBERGLASS REINFORCED PANEL COLOR: FP -100 WHITE NOTE: NO COLOR VARIATIONS ACCEPTED TYPE; 414, FINE FISSURED, 24x24x1/2" COLOR: FLAT BLACK #205 GRID: ARMSTRONG PRELUDE XL 15/16" EXPOSED "FEE COLOR: PRE -PAINTED BLACK FACTORY PAINTED WITH BLACK P-4 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX COLOR: SW6431 "LEAP FROG" PRIMER; #023 (WHITE) FRESH START 100% ACRYLIC (GREEN) P-5 MFR.: SHERWIN WILLIAMS —� TYPE: SATIN / EGGSHELL LATEX COLOR: SW6839 "KIMONO" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (PURPLE) P-6 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL ENAMEL COLOR: SW6669 "YARROW" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (YELLOW) P-7 MFR.: SHERWIN WILLIAMS EXTERIOR SOFFITS TYPE: EXTERIOR SATIN/EGGSHELL ENAMEL COLOR: SW6669 "YARROW" PRIMER; #023 (WHITE) FRESH START 100% ACRYLIC (YELLOW) P-8 MFR.: SHERWIN WILLIAMS TYPE: SEMI -GLOSS COLOR: SW7002 "DOWNY" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC S-1 MFR.: WILSONART TYPE; SOLID SURFACE COLOR; "OLIVE FRESCO" 9059CC TM -1 MFR.: OLYMPIC PREMIUM WOOD STAIN TM -1 MFR.: DALY'S WOOD STAIN TYPE: CHAIR RAIL TYPE: CHAIR RAIL COLOR: 45 ANTIQUE CHERRY COLOR: DALYS #45 1 x 2 SOLID MAPLE MILLWORK ALL BASE SYMDESCRIPTION ALTERNATEINOTESYM DESCRIPTION ALTERNATESYMDESCRIPTION ALTERNATE/NOTE B-1 MFR.: AMERICAN OLEAN TYPE; QUARRY #001 COLOR: RED TO MATCH T-1 SIZE: 5" x 6" GROUT: #95 SABLE BROWN WT -1 MFR.: DALTILE TYPE: CERAMIC TILE - SEMI GLOSS COLOR: 0012 - MUSTARD SIZE: 4"x4", ON 450 ANGLE GROUT: CUSTOM #22 SAHARA TAN WT -1 MFR.: EUROWEST TYPE: CERAMIC TILE COLOR: CRYSTAL SERIES, SOLE (YELLO SIZE: 4"x4", ON 450 ANGLE U.O.N. GROUT: CUSTOM #22 SAHARA TAN PL -1 MFR.: NEVAMAR TYPE: WM-8-350T ) COLOR: CARMEL SAGAWOOU DL -1 MFR.: NEVAMAR TYPE: WM-8-350T COLOR: CARMEL SAGS\WOOD x DOOR EDGES SHALL BE FINISHED SIMILAR TO FACES B-2 MFR.: DAL TILE TYPE: "TERRA ANTICA CERAMIC TILE COLOR: ROSSO TA -02 �� �� SIZE: 6`x12` COVED BASE WT -2 MFR.: DAL TILE TYPE: TERRA ANTIQUA CERAMIC TILE COLOR: ROSSO TA -02 SIZE: 12"x12" DL -2 MFR.: BOBRICK TYPE: SOLID COLOR REINFORCED COMPOSITE COLOR: SC03 "TERRA C;O1-TA" GROUT: CUSTOM #95 SABLE BROWN GROUT: CUSTOM #95 SABLE BROWN WT -3 MFR.: DALTILE TYPE: TERRA ANTIQUA COLOR: ROSSO TA -02 SIZE: 3 1/2"x12" GROUT IN RESTROOM: CUSTOM #95 SABLE BROWN EVAM DL -3 MFR.: NAR TYPE: EVAM COLOR: S7027T WHITE ALTERNATE :FORMICA 933••58 MISSION WHITE GROUT: CUSTOM #95 SABLE BROWN * DOOR EDGES SHALL BE FINISHED SIMILAR TO FACES DALTILE EUROWES'I" DAVIS COLORS 1, INS TALL FRP ON KITCHEN SIDE OF SERVING COUNTER WALL. LESLIE S. LIKINS 2200 S. DUPONT DR. (Mortar Pigment) 502-637-2750 ANAHEIM, CA 92806 West: 800-356-4848 2. GALV STEEL WALL AND CEILING FINISHES BY WIC / WIF BOX MFR. LESLIE.LlKINS@DALT]LE.COM 714-937-7500 East: 800-638-4444 3. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF TILE AND FRP. MARLITE DALY'S STAIN DAN EGBERS 3525 STONE WAY NORTH — 4. FOR FINISH LOCATIONS REFER TO: 330-343-6621 SEATTLE, WA SHEETS A4,0 & A4.1 - EXTERIOR ELEVATIONS WWW.MAHLITE.COM 206-633-4200 SHEET A7.0 - FLOOR FINISH PLAN 800-735-7019 SHEET A7.1 - REFLECTED CEILING PLAN WILSONART INTERNATIONAL, INC. FAX: 206-632-2565 SHEETS A8.0 TO A8.3 - INTERIOR ELEVATIONS KEVIN GEIJER 254-207-2071 NATIONAL METAL SHAPES — 5. APPROVED PAINT MANUFACTURERS: Russel Day PORTER, BENJAMIN MOORE, SHERWIN WILLIAMS, ICI, & PITTSBURGH PAINTS. 800-837-9559 MATCH SPECIFIED SCHEDULE COLORS EXACTLY. SHERWIN WILLIAMS BRAD HARRINGTON CORONADO STONE 6. ALL PAINTED GYPSUM BOARD SHALL HAVE A LIGHT ORANGE PEEL TEXTURE 216-341-5553 EXT. 115 Meredith Zigler CELL: 216-210-2723 909-357-8295 merideth@coronado.com FORBO DONNA YOUNG -KERN OWENS CORNING 800-342-0604 EXT. 441 (Cultured Stone - Alt) CELL: 1-614-439-7343 Kathy Mannon FAX: 1-614-734-1994 866-315-5081 DONNA.YOUNG@ FORBO.COM kathy.mannon@owenscorning.com ROOM 1 FINS TCONTACTS FINISH SCHEDULE LEGEND era a c� C::D DONALD DIBERNARDO AR93507 Z\ A Z\ A CONTRACT DATE: 3.16,11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 i WALL TILE TO CORNER UNDER CRONER TRIM BASE TILE U Z O LL O 2 O r- 0 Lo r� r ItMIAfzFK'7FsT. A A E!1.." Yr�MA 20 1" S.S. ANGLE TRIM TO TOP OF BASE TILE ��}-- FACE OF SERVICE COUNTER �— SERVICE COUNTER \ SUPPORT LEG TRIM @ BASE TILE WALL TILE TO CORNER UNDER CRONER TRIM 1" S.S. ANGLE TRIM TO TOP OF BASE TILE WALL TILE — 1" S.S. ANGLE TRIM -MENU BOARD CURVED TO CORNER TO TOP OF BASE TILE SOFFIT UNDER ✓ CRONER SERVICE COUNTER 1 TRIM /'' TOP 1 / � n NOTCH S.S—_ SERVICE TRIM AS COUNTER DIE NEEDED TRIM @ COUNTER TOP TRIM @ SOFFIT M, DINT' A 3/8"=V-10' r— — — — — — — — — — — — — — — — — — — — -- GYP. GYP. BD. x x I i SS CORNER WALL TILE I GUARD I FINISH EDGE OF TILE I ALONG EDGE OF STOP THE TILE AT THE SS CORNER CORNER GUARD. GUARD SO THE CORNER GUARD WILL REMAIN FLUSH AGAINST THE I WALL FROM FLOOR TO CEILING TILE BEH114D COUNTER 3/8" � 1 -01' 9 101 1I 3/8"=1'-0" (I) FOR ARTWORK DESCRIPTION, REFER TO ARTWORK SCHEDULE ON SHEET A2.0. `_:2J CHAIR RAIL, REFER TO DETAIL 1/A6.5. (_°) MENUBOARD BULKHEAD. WINDOW SILL. H.C. SIGNAGE PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS / EQUIPMENT ABUT WALL SURFACES. WHERE GAP BETWEEN WALL AND COUNTER SPLASH / EQUIPMENT EXCEEDS 1/4", PROVIDE S.S. CLOSURE ANGLE. (::7:) 18 GAUGE STAINLESS STEEL CHASE, DROP PENDANT LIGHT FIXTURE. SEE SCOPE OF WORK AND SHEET E4.0. Q "PLEASE ASK IF YOU NEED ASSISTANCE" SIGN. SMALLWARE PACKAGE. 10 REFER TO 13, 14 & 17/A6.5 FOR WAINSCOT INSTALLATION. 11 START CHAIR RAIL. SEE SHT. A1.0 FOR DIMENSIONS. 12 OMIT CHAIR RAIL BEHIND DRINK STATION. 13 OPENING FINISHED WITH FRP FOR SYRUP TUBES. SEE 19/A6.4 AND SHEET A1.0. i4 SECURITY SYSTEM KEYPAD, SEE E5.0. 15 SS CORNER/ END WALL CHANNEL GUARD, FULL HEIGHT. SEE 19/A6.5. 16 LOCATION OF DECOR SCREEN. SEE A2.0 AND SCOPE OF WORK. 17 WT -1 TILE SHALL BE INSTALLED AT 90 DEGREE ANGLE AT LOCATION BEHIND SERVING COUNTER. 18D TEMPERATURE SENSOR. SEE MECHANICAL DRAWINGS, 19 BOTTOM OF BEVERAGE AND ICE DISPENSING LEVERS SHALL BE NO HIGHER THAN 42" A.F.F. 270D PRE -FABRICATED & PRE -FINISHED SOFFIT BY DECOR VENDOR mmmummomwomm v O ,r o0 Cil ,r CEJ 0) N CO L0 U 17 n (D O Lc) v cU cp G) 00 m N cU r- p CJ7 C3) G O EL O v LQ rte) r fi ) u N n I J L_d !J-1 w LC) Lo (9 r-- ODr c - N t 0 0-) ry v v v - Q . N cn (r) rr v O cu r N — N v � IL'� U V f ) Z 0 c\l v) n tz) C^a co D�T DONALD DIBERNARDO AR93507 w N 0 CONTRACT DATE: P-2 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N U� .2 STORE NUMBER: TM -1 C-1 10 ItMIAfzFK'7FsT. A A E!1.." Yr�MA 20 1" S.S. ANGLE TRIM TO TOP OF BASE TILE ��}-- FACE OF SERVICE COUNTER �— SERVICE COUNTER \ SUPPORT LEG TRIM @ BASE TILE WALL TILE TO CORNER UNDER CRONER TRIM 1" S.S. ANGLE TRIM TO TOP OF BASE TILE WALL TILE — 1" S.S. ANGLE TRIM -MENU BOARD CURVED TO CORNER TO TOP OF BASE TILE SOFFIT UNDER ✓ CRONER SERVICE COUNTER 1 TRIM /'' TOP 1 / � n NOTCH S.S—_ SERVICE TRIM AS COUNTER DIE NEEDED TRIM @ COUNTER TOP TRIM @ SOFFIT M, DINT' A 3/8"=V-10' r— — — — — — — — — — — — — — — — — — — — -- GYP. GYP. BD. x x I i SS CORNER WALL TILE I GUARD I FINISH EDGE OF TILE I ALONG EDGE OF STOP THE TILE AT THE SS CORNER CORNER GUARD. GUARD SO THE CORNER GUARD WILL REMAIN FLUSH AGAINST THE I WALL FROM FLOOR TO CEILING TILE BEH114D COUNTER 3/8" � 1 -01' 9 101 1I 3/8"=1'-0" (I) FOR ARTWORK DESCRIPTION, REFER TO ARTWORK SCHEDULE ON SHEET A2.0. `_:2J CHAIR RAIL, REFER TO DETAIL 1/A6.5. (_°) MENUBOARD BULKHEAD. WINDOW SILL. H.C. SIGNAGE PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS / EQUIPMENT ABUT WALL SURFACES. WHERE GAP BETWEEN WALL AND COUNTER SPLASH / EQUIPMENT EXCEEDS 1/4", PROVIDE S.S. CLOSURE ANGLE. (::7:) 18 GAUGE STAINLESS STEEL CHASE, DROP PENDANT LIGHT FIXTURE. SEE SCOPE OF WORK AND SHEET E4.0. Q "PLEASE ASK IF YOU NEED ASSISTANCE" SIGN. SMALLWARE PACKAGE. 10 REFER TO 13, 14 & 17/A6.5 FOR WAINSCOT INSTALLATION. 11 START CHAIR RAIL. SEE SHT. A1.0 FOR DIMENSIONS. 12 OMIT CHAIR RAIL BEHIND DRINK STATION. 13 OPENING FINISHED WITH FRP FOR SYRUP TUBES. SEE 19/A6.4 AND SHEET A1.0. i4 SECURITY SYSTEM KEYPAD, SEE E5.0. 15 SS CORNER/ END WALL CHANNEL GUARD, FULL HEIGHT. SEE 19/A6.5. 16 LOCATION OF DECOR SCREEN. SEE A2.0 AND SCOPE OF WORK. 17 WT -1 TILE SHALL BE INSTALLED AT 90 DEGREE ANGLE AT LOCATION BEHIND SERVING COUNTER. 18D TEMPERATURE SENSOR. SEE MECHANICAL DRAWINGS, 19 BOTTOM OF BEVERAGE AND ICE DISPENSING LEVERS SHALL BE NO HIGHER THAN 42" A.F.F. 270D PRE -FABRICATED & PRE -FINISHED SOFFIT BY DECOR VENDOR mmmummomwomm v O ,r o0 Cil ,r CEJ 0) N CO L0 U 17 n (D O Lc) v cU cp G) 00 m N cU r- p CJ7 C3) G O EL O v LQ rte) r fi ) u N n I J L_d !J-1 w LC) Lo (9 r-- ODr c - N t 0 0-) ry v v v - Q . N cn (r) rr v O cu r N — N v � IL'� U V f ) Z 0 c\l v) n tz) C^a co D�T DONALD DIBERNARDO AR93507 w N 0 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 ASmO PLOT DATE: (BOTH SIDES) [§1 OPM `I - -P-2 F-362 � T -b07 PLAN VERSION: Aug09-N - - - CO WT -3 F-452 --- 9 FWr-2IELD \ TILE BASE TILE B�292 B-1 MEN'S RESTROOM3/8"=T-0` MEN'S RESTROOM 3 /8 a C h C f ULrfNrs I. PROVIDE PROPER 2x BLOCKING Al- WALL RECESSED MOUNTED ACCESSORIES. 2. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE INSTALLED PER ADA REQUIREMENTS. REFER TO SHEET ADA1.0. 3. REFER TO FLOOR PLAT l NOTES FOR BLOCKING AND SUBSTRATE NOTES. 4. REFER TO SHEET ADA1.0 FOR MOUNTING HEIGHTS AND CLEARANCES OF ACCESSORIES AND FIXTURES. 5. ALL DIMENSIONS THIS DRAWING ARE TO FINISH SURFACE. 6. FOR O DESCRIPTIONS, REFER TO ARTWORK SCHEDULE ON SHEET A2.0. 7. PROVIDE '1/4" MAX GAP AT ALL TOILET PARTITION JOINTS. 3 ENLARGED RESTROOM OFFICE PLAN / GENERAL NOTES OFFICE ELEVATIONS / KED NOTES 3/8`=T-0" Fil C__19D I F-174 (FUTURE) I I I I S-220 FRP B-1 ill (-T) -rHERMOSTATS LIGHTING CONTROL RELAY SWITCHES. SEE DETAIL 3/E3.1 TELEPHONE TERMINAL BOARD ® HOLD UP BUTTON 12" X 12" PHONE DISTRIBUTION BOX: OWNER PROVIDED & INSTALLED. WIRING CABINET BY PUS PROVIDER, UNDER COUNTER KEYBOARD TRAY, `�/ LIGHTING CONTROL RELAYS (::g:) EXTERIOR LIGHTING CONTROL PANEL (1 0CONTRACTOR FABRICATED PLASTIC LAMINATE FINISHED COUNTER. CONTRACTOR TO PROVIDE AND INSTALL HEAVY DUTY WALL MOUNTED ADJUSTABLE SHELVING BRACKETS AND STANDARDS W/ PLASTIC LAMINATE FINISHED SHELVES. 11 OFFICE WINDOW. RE A6.3 KEY NOTES N.T.S. cea 0 c1li ca DONALD DIBERNARDO AR93507 L� CONTRACT DATE: 5-240 FRP U F-362 � T -b07 PLAN VERSION: Aug09-N SITE NUMBER: -'FFrr -060 11 O 9 RP _F _F j— O F-001 C f ULrfNrs I. PROVIDE PROPER 2x BLOCKING Al- WALL RECESSED MOUNTED ACCESSORIES. 2. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE INSTALLED PER ADA REQUIREMENTS. REFER TO SHEET ADA1.0. 3. REFER TO FLOOR PLAT l NOTES FOR BLOCKING AND SUBSTRATE NOTES. 4. REFER TO SHEET ADA1.0 FOR MOUNTING HEIGHTS AND CLEARANCES OF ACCESSORIES AND FIXTURES. 5. ALL DIMENSIONS THIS DRAWING ARE TO FINISH SURFACE. 6. FOR O DESCRIPTIONS, REFER TO ARTWORK SCHEDULE ON SHEET A2.0. 7. PROVIDE '1/4" MAX GAP AT ALL TOILET PARTITION JOINTS. 3 ENLARGED RESTROOM OFFICE PLAN / GENERAL NOTES OFFICE ELEVATIONS / KED NOTES 3/8`=T-0" Fil C__19D I F-174 (FUTURE) I I I I S-220 FRP B-1 ill (-T) -rHERMOSTATS LIGHTING CONTROL RELAY SWITCHES. SEE DETAIL 3/E3.1 TELEPHONE TERMINAL BOARD ® HOLD UP BUTTON 12" X 12" PHONE DISTRIBUTION BOX: OWNER PROVIDED & INSTALLED. WIRING CABINET BY PUS PROVIDER, UNDER COUNTER KEYBOARD TRAY, `�/ LIGHTING CONTROL RELAYS (::g:) EXTERIOR LIGHTING CONTROL PANEL (1 0CONTRACTOR FABRICATED PLASTIC LAMINATE FINISHED COUNTER. CONTRACTOR TO PROVIDE AND INSTALL HEAVY DUTY WALL MOUNTED ADJUSTABLE SHELVING BRACKETS AND STANDARDS W/ PLASTIC LAMINATE FINISHED SHELVES. 11 OFFICE WINDOW. RE A6.3 KEY NOTES N.T.S. cea 0 c1li ca DONALD DIBERNARDO AR93507 L� CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 DATE:PLOT zc D TO COO.K 3/8,, = ii UTILITY3/8" =1'-0" DRY STORAGE Fml LPj WARE WASHING 3/8" =1'-0" PRE -PAY 3/8"=1'-0" FRP r7z PRE 3/8"=1'-Q" FRP P-315 13� P 673 N 4ZZ-2702� KB -I 1) / S-580 E61- 'LI3/8"=1'-Q° 6" STAINLESS STEEL CHASE FOR ICE MACHINE REFRIGERANT LINES. ANSUL CABINET. O DRIVE-THRU TIMER DISPLAY UNIT. SS CORNER / END WALL CHANNEL GUARD, FULL HEIGHT. SEE 19/A6.5. HOLD-UP BUTTON. SS CORNER GUARDS AT PERIMETER OF D/T WINDOW. SEE 14 & 15/86.1 AND SCOPE OF WORK FOR RESPONSIBILITIES. Q SPLASHGUARD. SS PANEL BEHIND AND AT BOTH SIDES OF HOOD, ANSUL PULL STATION. 10 LIGHTING CONTROL RELAYS (CONTACTORS). 11 EXTERIOR LIGHTING CONTROL PANEL. 12 GAS SHUT-OFF VALVE, 13 FILTER FOR HOT WATER SYSTEM. 14 WATER HEATER FLUE. SEE PLUMBING DRAWINGS. 15 6" x 6" OPENING FINISHED WITH FRP FOR SYRUP TUBES. SEE 19/A6.4, 16 4" DIA PVC SLEEVE FOR SYRUP TUBES. SEE 19/A6.4. 17 6" HIGH WATER HEATER PLATFORM. 22 GA S.S. PANEL (WITH EASED EDGES) SCREWED TO SIDE OF SHELVING UNIT. �9 CEILING MOUNT MONITOR BRACKET. SEE DETAIL 2/A6.5. 2?U ADJACENT TABLE TOPS TO BE INSTALLED AT SAME LEVEL, ADJUST IN THE FIELD AS REoUIRED. 21� RAISE INDICATED SECTION OF CEILING TO U-10". SEE SHEET A7.1. DT TIMER SIGNAL PROCESSOR. 23 DT TIMER MONITOR AND CONTROL UNIT. -2� DT TIMER ETNERNET SWITCH, 2C) CUT WALL -HANGING TRACK TO ALLOW SPACE FOR CLICK&CLEAN SYSTEM 3.16.11 tttG P-450 P-550 - U N 00 d N Auy09-N - I OPEN O) N 00 — 2011-032 r L0 CD r r7_7 L o (D rr> L0 a cll 7 o� CO CO 13� P 673 N 4ZZ-2702� KB -I 1) / S-580 E61- 'LI3/8"=1'-Q° 6" STAINLESS STEEL CHASE FOR ICE MACHINE REFRIGERANT LINES. ANSUL CABINET. O DRIVE-THRU TIMER DISPLAY UNIT. SS CORNER / END WALL CHANNEL GUARD, FULL HEIGHT. SEE 19/A6.5. HOLD-UP BUTTON. SS CORNER GUARDS AT PERIMETER OF D/T WINDOW. SEE 14 & 15/86.1 AND SCOPE OF WORK FOR RESPONSIBILITIES. Q SPLASHGUARD. SS PANEL BEHIND AND AT BOTH SIDES OF HOOD, ANSUL PULL STATION. 10 LIGHTING CONTROL RELAYS (CONTACTORS). 11 EXTERIOR LIGHTING CONTROL PANEL. 12 GAS SHUT-OFF VALVE, 13 FILTER FOR HOT WATER SYSTEM. 14 WATER HEATER FLUE. SEE PLUMBING DRAWINGS. 15 6" x 6" OPENING FINISHED WITH FRP FOR SYRUP TUBES. SEE 19/A6.4, 16 4" DIA PVC SLEEVE FOR SYRUP TUBES. SEE 19/A6.4. 17 6" HIGH WATER HEATER PLATFORM. 22 GA S.S. PANEL (WITH EASED EDGES) SCREWED TO SIDE OF SHELVING UNIT. �9 CEILING MOUNT MONITOR BRACKET. SEE DETAIL 2/A6.5. 2?U ADJACENT TABLE TOPS TO BE INSTALLED AT SAME LEVEL, ADJUST IN THE FIELD AS REoUIRED. 21� RAISE INDICATED SECTION OF CEILING TO U-10". SEE SHEET A7.1. DT TIMER SIGNAL PROCESSOR. 23 DT TIMER MONITOR AND CONTROL UNIT. -2� DT TIMER ETNERNET SWITCH, 2C) CUT WALL -HANGING TRACK TO ALLOW SPACE FOR CLICK&CLEAN SYSTEM 0 ca3 c DONALD DIBERNARDO AR93507 L 0 0 A A A CONTRACT DATE: 3.16.11 _0 > U N 00 d N Auy09-N SITE NUMBER: m O) N 00 LIS NUMBER: 2011-032 L0 o (D rr> L0 a cll 7 o� CO CO > 0 a r— O ill <ll C• a. 0 W (r C) `~ U W W f- W T u 0 r z < 0 ca3 c DONALD DIBERNARDO AR93507 L 0 0 A A A CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Auy09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL PLOT DATE: O SERVING 3/8" = V-0° 0 0T USED N.T.S. (=l ) SS CORNER / END WALL CHANNEL GUARD, FULL HEIGHT. SEE 19/A6.5. �( FAN MOTOR STARTERS, SURFACE MOUNTED. TYP. OF 2. HOLD-UP BUTTON (( UTILITY CHASE. ( OFFICE WINDOW. SEE 5, 6 & 7/A6.2. C,D TEMPERATURE SENSOR. SEE MECHANICAL DRAWINGS. (( ELECTRIC PANELS. REFER TO DETAIL 2/A6.5 FOR CEILING MOUNTED MONITOR BRACKET. ALERT LIGHT BOX FOR 3 -COMP POWER SOAK 10 22 GA S.S. PANEL (WITH EASED EDGES) SCREWED TO SIDE OF SHELVING UNIT. U DONALD DIBERNARDO AR97 A A 0 A A 0 r•� co CONTRACT DATE: 3.16.11 K-605 T -b07 PLAN VERSION: - SITE NUMBER: STORE NUMBER: —r T,c•r- LIS NUMBER: - tJT O SERVING 3/8" = V-0° 0 0T USED N.T.S. (=l ) SS CORNER / END WALL CHANNEL GUARD, FULL HEIGHT. SEE 19/A6.5. �( FAN MOTOR STARTERS, SURFACE MOUNTED. TYP. OF 2. HOLD-UP BUTTON (( UTILITY CHASE. ( OFFICE WINDOW. SEE 5, 6 & 7/A6.2. C,D TEMPERATURE SENSOR. SEE MECHANICAL DRAWINGS. (( ELECTRIC PANELS. REFER TO DETAIL 2/A6.5 FOR CEILING MOUNTED MONITOR BRACKET. ALERT LIGHT BOX FOR 3 -COMP POWER SOAK 10 22 GA S.S. PANEL (WITH EASED EDGES) SCREWED TO SIDE OF SHELVING UNIT. U DONALD DIBERNARDO AR97 A A 0 A A 0 r•� co CONTRACT DATE: 3.16.11 BUILDING *TYPE: T -b07 PLAN VERSION: AugQ9-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TOTAL SEATS ACCESSIBLE SEATS 1-20 1 21 -40 2 41 -60 3 61 -80 4 81 -100 5 101 - "120 6 121 -140 7 NUMBER OF ACCESSIBLE SEATS 30" MIN ELEVATION SEATING AND TABLES N.T.S. 10" MAX. 30" 30 30" CLEAR 1l �I Lu �y ci DR T G 12" co w L- EXAMPLE: DRINK MACHINE, ETC. CONDIMENTS PROTRUDING OBJECT FREESTANDING OBJE MOUNTED ON POSTS PYLON MAY OVERHAN MAX FROM 2T' TO 80" ABOVE FINISH FLOOR OBJECT PROJECTION WALL BETWEEN 27" T0 ABOVE FINISH FLOOR PROTRUDE NO MORE 4" ACCESSIBLE ROUTE OBJECT PROJECTION FROM WALL LESS TH 27" ABOVE FINISH FLO MAY PROTRUDE ANY AMOUNT' FLOOR SHALL BE SLIP -RESISTANT SURF 3'-0" S.S. GRAB BAR VERTICAL S.S. GRAB BAR 3'-6" S.S. GRAB BAR T.S. COVER DISPENSER SHALL BE MOUNTED 1 1/2" (MIN.) [391, to 4-1 L BELOW GRAB RAIL 12" _\,. --=—----------- — r 33" (EXCEPT @ TANK TOILETS, v 2 Z WHICH SHALL BE----- a, ° _ rr MAX' MIRRORMTD c@ 40" A.F.F. MAX TO BOTTOM OF REFLECTING SURFACE LAV. INSULATE HOT WATER & DRAIN PIPES OPTIONAL CUP DISPENSER 14" MIN. PROJECTION FROM WALL URINAL [rl w x G s Oa o �- v C/) (7 N a) —DRYER --PAPER TOWEL DISPENSER PULL STATION BABY CHANGE STATION 17" 6" MAX. DEPTH x 30" MIN, WIDTH TOE CLEARANCE SWITCHES CONTROLS MOUNTED ON 8" MIN. DEPTH x 30" MIN. THERMOSTAT WIDE SIDE OF TOILET AREA WIDTH KNEE SPACE a FIRE ALARM i ,T 30" CLEAR Lu �y ci DR G 12" co w L- O I 12" 4" FROM 80" SHALL z THAN - 36" MIN. CLH. - 0 ANOR ACE AND LEVEL WI I H MAX 1/4 CHANGE IN LEVEL r. ;� ACCESS. ROUTE �' ar tea �/; £ - - , MOUNT COAT HOOK ON INSIDE OF TOILET STALL DOOR C) LL L BOBRICK OR CHRIS TY '"'� Q `�" HN.T.S. ACCESSIBLE RESTROOM DOORS N.T,S. SIGN POST OBSTRUCTION ACCESSIBLE ROUTE WALK MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED N.T. - - - - - - - - - - - - - - - - ---- z I I I _ I I I I I CLEAR I FLOOR I SPACE o I I m z I I L I I L --.------------------J �3 48" MIN. ACCESSIBLE r 4 , 0" T__ _m", GRAB BAR SHALL BE 1-1/4" TO 2" MAX,, OUTSIDE DIA.- TYPICAL CLR. 2- 1/4"x3' EXPANSION ANCHORS AT — MASONRY OR CONC. WALL 2- #10x2" SCREWS AT WOOD OR STEEL STUD WALL-TYP. 1/8"x2" BENT PLATE WELDED TO RAIL AND1/8"x3" DIAMETER MOUNTING PLATE C 4'-0" 2"x6" BLOCKING AT WOOD STUD WALLS (OMIT BLOCKING AT MASONRY OR CONC. WALL) - TYPICAL RAA BAR 3" - 1'-0" L7__] .19" 30" CLEAR Lu �y ci 0 J co w L- I ---------------------- ACCESSIBLE ROUTE 48" 19" 30" CLEAR CLEAR_ 0 L— NOTE: MAINTAIN 44" MIN, CLEAR AISLE EGRESS PATHS TO EXIT DOORS. Z 5-0" MIN, (1525) I...—.3'-01, MIN. (9(35)—, 6" MAX. (150) I 2 0.. I 1 (610) i FLUSH CONTROL OR OPERATION FROM OPEN SIDE L N CDcv 1'-fi" I co ( z r (45 5) TOILET PAPER ! VERTICAL GRAB I BAR. SEE DTL 1 CLEARANCE AT WATER CLOSETS N. T.s. F 2 -------___.._ I I I CLEAR I FLOOR I SPACE I b I I I I I L ---------------------J —� 48" MIN. ACCESSOBLE LAVATORY 3/4"-1-0 1. INDICATED DIMENSIONS, HEIGHTS, DEPTHS, AREAS AND OTHER GRAPHIC INFORMATION ARE PROVIDED AS MINIMUMS THAT MUST BE MAINTAINED, THESE MINIMUMS ARE BASED UPON YUM STANDARDS AND MAY EXCEED ADA REQUIREMENTS. THE DETAILS SHOWN ARE CONCEPTUAL ONLY AND INTENDED TO SHOW ABSOLUTE MINIMUMS AND SFIALL BE COORDINATED WITH THE OTHER CONSTRUCTION DOCUMENTS ASSOCIATED WTTI-I THIS PROJECT. 2. 60" TURNING SPACE - PERMITTED OVERLAP LIMITED TO 'l ARM OF T -SHAPED SPACE -CAN OVERLAP FIXTURE & DOOR CLEARANCE - DOOR CAN SWING INTO TURNING SPACE 3. RESTROOM, IN GENERAL, DOOR SWING MUST BE OUTSIDE OF THE FXTR CLEAR FLOOR SPACE HOWEVER A DOOR CAN SWING INTO FIXTURE CLEAR FLOOR SPACE IF WHEELCHAIR SPACE 30"X48" IS PROVIDED BEYOND THE DOOR SOWING. 4. TOILET ROOM MUST ALLOW FOR SIDE TRANSFER - 42" BETWEEN FIXTURES GENERAL s. , a -6 O -t W > N O� N Lf) U �r) O [r) Ci C} C3) CJ) O LC) [rl E (D (.0O) GYM O O Ln f l Z O < U J c: r� �r U [\1 !_ E- CD � z ISI z U 0 1L_._' z < IBJ Lr) CD c r'- Cv1 N CJ7 �IfiCl U U -r (L) Qd CO (ll O ✓ w cv N W U L() D – c} N V) LL q- ew co DONALD DIBERNARDO AR93507 0 _0 A 0nn - L� A A CONTRACT DATE: 3,16.11 BUILDING'CYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL 2700 S. ORLANDO DR. SANFORD, FL 32773 T-b07-rb_"RB GENERAL: 1. LOCATE, CUT AND FHAME ROOF OPENINGS AS SHOWN FOR ALL HVAC EQUIPMENT AND EXHAUST FANS. 2. IT IS VERY IMPORTANT THAT ACCURATE MEASUREMENTS ARE USED WHEN LOCATING EXHAUST FAN ROOF OPENINGS TO ENSURE THAT NO ADDITIONAL OFF -SETS ARE REQUIRED IN THE EXHAUST DUCTWORK. COORDINATE ROOF OPENINGS WITH THE KITCHEN EQUIPMENT. 3. PROVIDE ANY FRAMING REQUIRED FOR DIFFUSER INSTALLATION IN HARD CEILING. : 1. INSTALLATION SHALL CONFORM TO THE ENERGY CONSERVATION DESIGN MANUAL STANDARDS FOR NEW NONRESIDENTIAL BUILDINGS, IF REQUIRED. 2 ALL WORK AND MATERIALS SHALL COMPLY WITH GOVERNING CODES, SAFETY ORDERS AND REGULATIONS. 3. OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. 4. PROVIDE CONDUIT FOR LINE AND LOW VOLTAGE WIRING, LINE VOLTAGE WIRING SWITCHES, AND FINAL CONNECTIONS. 5. ANY EQUIPMENT THAT IS SUBSTITUTED SHALL FIT IN THE SPACE PROVIDED WITH ADEQUATE ROOM FOR SERVICING, INCLUDING SUBSTITUTE EQUIPMENT NAMED IN THE SPECIFICATIONS. SUBMIT A 1/4" SCALE DRAWING OF ALL EQUIPMENT SUBSTITUTED FOR APPROVAL PRIOR TO INSTALLATION, INCLUDING, BUT NOT LIMINTED TO, STRUCTURAL AND ARCHITECTURAL IMPACT, CLEARANCE REQUIREMENTS AND UTILITY REQUIREMENTS. 6. FOR INSTALLATION OF RECHARGEABLE REFRIGERANT LINES FROM ICE MACHINE TO CONDENSER ON ROOF, SEE SCOPE OF WORK. 7. HVAC UNITS SHALL BE MOUNTED LEVEL ON ROOF CURBS. 8. ALL DUCTWORK SHALL BE EXTERNALLY INSULATED, 9. ALL SUPPLY / RETURN DUCTS SHALL BE RIGID, WITH THE EXCEPTION OF THE LAST 14'-0", WHICH MAY BE FLEX. 10. SMOKE DETECTOR SHALL BE INSTALLED IN THE RETURN AIR DUCT, PRIOR TO ANY OUTSIDE AIR CONNECTIONS, AND SHALL DEACTIVATE ROOFTOP UNIT UPON SENSING SMOKE. INCLUDE SMOKE DETECTOR IN THE SUPPLY AIR DUCT ONLY IF REQUIRED BY LOCAL CODE. 11. ALL HOOD EXHAUST DUCTS SHALL BE RIGID 16 GA MINIMUM, WELDED DUCT, GRIND ALL WELDS SMOOTH. PROVIDE 3M FIRE BARRIER DUCT WRAP FOR ALL HOOD EXHAUST DUCTS. SEE 15/M4.0. 12, ALL BRANCH DUCTS FEEDING INDIVIDUAL DIFFUSERS SHALL HAVE DAMPERS AT TAKEOFFS FOR AIR BALANCING. PROVIDE ACCESS PANELS TO DAMPERS. SEE 8/M4.0, 13. ALL UTILITY PIPING FOR RTU'S SHALL RUN UP THROUGH ROOF INSIDE EACH UNIT'S ROOF CURB. 14. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'-0" FROM EXHAUST FANS AND / OR VENTS. 15. SEE 8/M1.0 AND SCOPE OF WORK FOR DESCRIPTION OF HVAC PACKAGE TO BE PURCHASED THROUGH YUM! BRANDS NATIONAL CONTRACT. 16. FINAL HVAC SYSTEM TESTING AND BALANCING SHALL BE PERFORMED BY INDEPENDENT AGENT CONTRACTED DIRECTLY BY THE OWNER. A RE -TEST IS MANDATORY FOR A FALSE START (I.E. NO POWER UPON AGENT'S ARRIVAL, EQUIPMENT NOT WIRED, ETC.) AND SHALL BE A COST INCURRED BY THE G.C. IN THE EVENT A SYSTEM / STORE RECEIVES A GRADE OF 5 OR BELOW AS A RESULT OF THE HVAC SYSTEM PERFORMANCE OR OPERATIONAL DEFICIENCIES, OWNER WILL REQUEST A RE -TEST AND THE COST FOR SAME SHALL BE ALSO INCURRED BY THE GENERAL CONTRACTOR. 17. TRANE PROGRAMMABLE THERMOSTAT MODEL #BAYSENS019B, PROVIDED WITH TRANE PACKAGE. 18. TRANE THERMOSTAT SENSOR (REMOTE) MODEL #4190-7015, PROVIDED WITH TRANE PACKAGE. 19. TRANE DUCT MOUNTED HUMIDITY SENSOR MODEL #BAYSENS037A, PROVIDED WITH THANE PACKAGE. GENERAL NOTES 1 FAN DATA COOLING CAPACITY HEATING CAPACITY UNIT ELECT DATA MOUNTING DUTY SYMBOL & ABBREV, _ DESCRIP'T'ION SYMBOL & ABRRE'V'. DESCRIPTION -- SA/SUP SUPPLY AIR (RISE/DROP) A/C, AC AIR CONDITIONING RA/HE-T RETURN AIR DUCT (RISE/DROP) BDD BACK DRAFT DAMPER EA/EXH EXHAUST AIR DUCT (RISE/DROP) CB CIRCUIT BREAKER SP RPM HP CD/SR CEILING DIFFUSER/SUPPLY REGISTER (ARROWHEAD REPRESENTS NUMBER OF THROW) CLG. CEILING CONN, CONNECT/CONNECTION RR/RG RETURN REGISTER/GRILLE CONT. CONTINUATION RTU -1 870 , ER/EG EXHAUST REGISTER/GRILLE CONT'R CONTRACTOR CFM CUBIC FEET PER MINUTE - II I IEF I I I 17 �7 1\ VOLTS/ RECTANGULAR DUCT ELBOW WITH TURNING VANES DET. DETAIL FC FLEXIBLE CONNECTION DISC. DISCONNECT MVD MANUAL VOLUME DAMPER DTR DOWN THRU ROOF FD FIRE DAMPER (MBH) EXHAUST FAN (L) DUCT LINING (1" THICK UNLESS OTHERWISE NOTED) (E) AFUE EXISTING MCA SINGLE LINE DUCT BRANCH TAKEOFF GA. GAGE/GAUGE GREENHECK DUCT TRANSITION (RECTANGULAR TO ROUND) GC GENERAL CONTRACTOR FLEX FLEXIBLE DUCT (14'-0 MAXIMUM) HVAC HEATING, VENTILATING, AND AIR CONDITIONING T T -STAT PROGRAMMABLE THERMOSTAT, PROVIDED WITH TRANE PACKAGE. MFR. MANUFACTURER TS THERMOSTAT SENSOR (REMOTE), PROIVDED WITH TRANE PACKAGE. MECH, MECHANICAL H HUMIDITY SENSOR (REMOTE), PROVIDED WITH TRANE PACKAGE. (N) NEW - D D CONDENSATE DRAIN OA/OSA OUTSIDE AIR 0 DIA. DIAMETER OBD OPPOSED BLADE DAMPER DL -- DL DOOR LOUVER SD SMOKE DETECTOR UC--- UC DOOR UNDERCUT (3/4" MINIMUM) S/S STAINLESS STEEL X -X 0000 0.75" MECHANICAL EQUIPMENT DESIGNATION TYP. TYPICAL LION UNLESS OTHERWISE NOTED 27 2 UTR UP THRU ROOF 104.5 110 1000 VD VOLUME DAMPER GD 085 0-200 T5C120NE � (12)4W, (2 ' W' 8-2 14 TRANE 24x24 RTU -2 KITCHEN 4050 1085 1" 3 1343 10 115.8/89.0 12.5 27 METAL-AIRE / TITUS 2 FRN SQR TO FIND ADAPTER 208/3 104.5N 110 1000 SEE NOTES 1,2,3,4,5,6,7,8,9 U-600 MECHANICAL SYMBOLS 1 SCHEDULE NOTES: 1. LISTED CAPACITY IS THE STANDAHD UNIT'S GROSS COOLING CAPACITY AT 80 DEG. F. DB / 67 DEG. F. WB EAT AND 95 DEG. F. AMBIENT. OUTDOOR DESIGN CONDITION, SUMMER 95 DEG. F. & 74 DEG, F WB, WINTER 35 DEG. F, (ARI STANDARD CONDITIONS). THERMOSTAT SHALL BE PROGRAMMED FOR 73 DEG. F IN SUMMER AND 68 DEG. F IN WINTER WITH 2 DEG ADJ. FUNCTION UP OR DOWN. THE UNOCCUPIED TEMP SHALL BE SET TO THE STORE SCHEDULE AND 60 DEG. F MINIMUM. 2. SPECIFIED RTUS ARE DOWN DISCHARGE PACKAGED ELECTRIC ROOFTOP UNITS WITH MINUMUM 2 -STAGE COOLING. INCLUDES THROUGH THE ROOF CURB POWER, GAS & CONDENSATE DRAW. 3. SPECIFIED UNIT INCLUDES HINGED ACCESS DOORS, 2" PLEATED FILTERS, LOW AMBIENT CONTROL TO 0 DEG. F., MOTORIZED OUTDOOR AIR DAMPER, CIRCUIT BREAKER WITH SINGLE POINT WIRING, HAIL GUARD, AND FACTORY FABRICATED, KNOCK DOWN ROOF CURB. 4. SPECIFIED UNIT INCLUDES FACTORY INSTALLED HOT GAS REHEAT OPTION INCLUDING REMOTE MOUNTED TEMPERATURE AND HUMIDITY SENSORS AS INDICATED ON THE DRAWINGS. 5. SPECIFIED UNIT INCLUDES SUPPLY AIR TEMPERING CONTROL 6. SPECIFIED UNIT INCLUDES ELECTRIC HEAT 7. PROJECT LOCATIONS NEAR COASTAL AREAS WILL REQUIRE EPDXY COATED COILS. 8. SPECIFIED RTUS SHALL BE SUPPLIED WITH OVERSIZED INDOOR FAN MOTOR AND EVAPORATOR MOTOR 9. ALL CORPORATE STORES SHALL HAVE "XDX" VALVES ON ALL ROOF TOP AIR CONDITIONING UNITS. ORDER THROUGH TRANE FOR FACTORY INSTALLED "XDX" VALVES. OA FAN DATA COOLING CAPACITY HEATING CAPACITY UNIT ELECT DATA MOUNTING DUTY ACCESSORIES _ 1400 -1400 EF -2 -- -- MAX 300 300 w MANUFACTURER XX -XXX CFM SP RPM HP ELECT Cc OR AND pw MANUFACTURER XX -XXX AREA SERVED SUPPLY MIN O.A. RTU -1 870 , NOM MIN CAP MIN INPUT 1085 PHASE MODEL NUMBER VOLTS/ -1-1085 s UNIT AND REMARKS ° F� CFM CFM ESP HP RPM TONS (MBH) EER STAGE SIZE (STAGES) AFUE PH MCA MOPD WEIGHT MODEL NUMBER GREENHECK MARK 1400 1.0 1500 1/2 120/1 - X TOT/SEN X KW (LBS) CUBE 131 (2)2W "IRA N E EF -2 RTU -1 DINING 3600 870 0.75" 3 1155 10 10.5/88.0 12.5 27 2 208/3 104.5 110 1000 5000-6 / TDC-AA SEE NOTES 1,2,3,4,5,6,7,8,9 GD 085 0-200 T5C120NE � (12)4W, (2 ' W' 8-2 14 TRANE 24x24 RTU -2 KITCHEN 4050 1085 1" 3 1343 10 115.8/89.0 12.5 27 METAL-AIRE / TITUS 2 FRN SQR TO FIND ADAPTER 208/3 104.5N 110 1000 SEE NOTES 1,2,3,4,5,6,7,8,9 U-600 TSC120E3RKA (2)2W 8-3 2 9x9 14x14 X X SCHEDULE NOTES: 1. LISTED CAPACITY IS THE STANDAHD UNIT'S GROSS COOLING CAPACITY AT 80 DEG. F. DB / 67 DEG. F. WB EAT AND 95 DEG. F. AMBIENT. OUTDOOR DESIGN CONDITION, SUMMER 95 DEG. F. & 74 DEG, F WB, WINTER 35 DEG. F, (ARI STANDARD CONDITIONS). THERMOSTAT SHALL BE PROGRAMMED FOR 73 DEG. F IN SUMMER AND 68 DEG. F IN WINTER WITH 2 DEG ADJ. FUNCTION UP OR DOWN. THE UNOCCUPIED TEMP SHALL BE SET TO THE STORE SCHEDULE AND 60 DEG. F MINIMUM. 2. SPECIFIED RTUS ARE DOWN DISCHARGE PACKAGED ELECTRIC ROOFTOP UNITS WITH MINUMUM 2 -STAGE COOLING. INCLUDES THROUGH THE ROOF CURB POWER, GAS & CONDENSATE DRAW. 3. SPECIFIED UNIT INCLUDES HINGED ACCESS DOORS, 2" PLEATED FILTERS, LOW AMBIENT CONTROL TO 0 DEG. F., MOTORIZED OUTDOOR AIR DAMPER, CIRCUIT BREAKER WITH SINGLE POINT WIRING, HAIL GUARD, AND FACTORY FABRICATED, KNOCK DOWN ROOF CURB. 4. SPECIFIED UNIT INCLUDES FACTORY INSTALLED HOT GAS REHEAT OPTION INCLUDING REMOTE MOUNTED TEMPERATURE AND HUMIDITY SENSORS AS INDICATED ON THE DRAWINGS. 5. SPECIFIED UNIT INCLUDES SUPPLY AIR TEMPERING CONTROL 6. SPECIFIED UNIT INCLUDES ELECTRIC HEAT 7. PROJECT LOCATIONS NEAR COASTAL AREAS WILL REQUIRE EPDXY COATED COILS. 8. SPECIFIED RTUS SHALL BE SUPPLIED WITH OVERSIZED INDOOR FAN MOTOR AND EVAPORATOR MOTOR 9. ALL CORPORATE STORES SHALL HAVE "XDX" VALVES ON ALL ROOF TOP AIR CONDITIONING UNITS. ORDER THROUGH TRANE FOR FACTORY INSTALLED "XDX" VALVES. HVAC UNIT CELE REMARKS: 1. UL 762 LISTED (GREASE) 2. STVT-CURB, MODEL # CURB23X26E REMARKS 3. FLAT ROOF CURB 4. GREASE TROUGH 5. HINGED SUB -BASE OR KIT 6. WEATHERPROOF PRE -WIRED DISCONNECT SWITCH SEE NOTES 1,2,3,6, & 7 7. PROVIDE PRE -WIRED SOLID STATE SPEED CONTROLLER 8. BACKDRAFT DAMPER 9. ACCEPTABLE ALTERNATIVES: COOK FANS SEE NOTES 3,6,7, & 8 K OA RA SA TYPE (NO.) MOUNTING DUTY ACCESSORIES _ 1400 -1400 EF -2 -- -- DIFFUSER FACE 300 300 w MANUFACTURER XX -XXX CFM SP RPM HP ELECT Cc OR AND pw w z J 1Ez RTU -1 870 , Q U MODEL NUMBER o m my 1085 SIZE MODEL NUMBER MARK -1-1085 s CFM Q � ° F� `L S 1955 iw- 1700 225 MARK a SIZE a C RANGE co GREENHECK EF -1 1400 1.0 1500 1/2 120/1 - X X X CUBE 131 (2)2W GREENHECK EF -2 300 .375 1550 1/20 120/1 - X X XX X X X METAL -HIRE / "TITUS 5000-6 / TDC-AA FRN SQR TO FIND ADAPTER GD 085 HVAC UNIT CELE REMARKS: 1. UL 762 LISTED (GREASE) 2. STVT-CURB, MODEL # CURB23X26E REMARKS 3. FLAT ROOF CURB 4. GREASE TROUGH 5. HINGED SUB -BASE OR KIT 6. WEATHERPROOF PRE -WIRED DISCONNECT SWITCH SEE NOTES 1,2,3,6, & 7 7. PROVIDE PRE -WIRED SOLID STATE SPEED CONTROLLER 8. BACKDRAFT DAMPER 9. ACCEPTABLE ALTERNATIVES: COOK FANS SEE NOTES 3,6,7, & 8 K NOTES: 1. DIFFUSERS IN SURFACE MOUNTED CEILINGS SHALL BE PROVIDED WITH OPPOSED BLADE DAMPEHS, SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPES. FOR COMPLETE INFORMATION AND PRICING ON THE TRANE HVAC PACKAGE CONTACT MAHTY CUSICK, THE YUM! BRANDS ACCOUNT EXECUTIVE AT THANE NATIONAL ACCOUNTS. TOLL-FREE PHONE: (866) YUM-HVAC or (866) 986-4822 FAX: (502) 499-7870 EMAIL: rriJcusick@trane.com THANE HAS AGREED TO SUPPLY AN HVAC PACKAGE CONSISTING OF THE ROOF -TOP UNITS, CURBS, THERMOSTAT -S, TEMPERATURE SENSORS (REMOTE, AND HUMIDITY SENSORS (REMOTE). RTU'S AS SPECIFIED INCLUDE AN UNPOWER D CONVENIENCE OUTLET (SEE ELECTRICAL) AND AN HACH CIRCUIT BREAKER WHICH PROVIDES UNIT DISCONNECT. THANE ALSO HAVE AVAILABLE OPTION PACKAGES WHICH INCLUDE SMOKE DETECTORS AND ENUNCIATORS, ECONOMIZERS, AND RTU VARIATIONS SUCH AS HIGH -EFFICIENCY MODELS. BE PREPARED AT TIME OF ORDER OR QUOTE REQUEST TO PROVIDE ALL PROJECT DETAILS REGARDING SPECIFICATIONS AND QUANTITIES AS SITE SPECIFIC DESIGN MAY NOT MATCH NATIONAL DESIGN. SEE THE SCOPE OF WORK SHEETS FOR ADDITIONAL INFORMATION TRA14E PACKAGE N.T.S. AIR DEVICES HEDULE ITEM OA RA SA TYPE (NO.) MOUNTING DUTY MATERIAL _ 1400 -1400 EF -2 -- -- DIFFUSER FACE 300 300 XX -XXX z NECK OR � z J 1Ez RTU -1 870 , MANUFACTURER MODEL NUMBER REMAHKS RTU -2 1085 SIZE CEILING GRID -- -1-1085 s CFM Q � ° F� `L S 1955 iw- 1700 225 MARK a SIZE a C RANGE co �� w < u� (2)2W S-1 2 8x8 24x24 X X X X METAL -HIRE / "TITUS 5000-6 / TDC-AA FRN SQR TO FIND ADAPTER 0-200 � (12)4W, (2 ' W' 8-2 14 15x15 24x24 X X X X METAL-AIRE / TITUS 5000-6 / TDC-AA FRN SQR TO FIND ADAPTER U-600 (2)2W 8-3 2 9x9 14x14 X X X METAL-AIRE / TITUS 5000-1 / TDC-AA FRN SOR TO FIND ADAPTER U-250 R-1 4 22x22 24x24 X X X X METAL-AIRE / TITUS CC5-FB; TB / 50FF FULLY REMOVABLE FACE 0-2000 R-2 1 8x8 2424 X0-200 X X X METAL-AIRE / TITUS CC5-FB-TB / 50FF FULLY REMOVABLE FACE (2) 4W E-1 2 8x8 X X X X METAL -Al RE / TITUS CC50 / 50F FRN SQR TO FIND ADAPTER U-150 NOTES: 1. DIFFUSERS IN SURFACE MOUNTED CEILINGS SHALL BE PROVIDED WITH OPPOSED BLADE DAMPEHS, SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPES. FOR COMPLETE INFORMATION AND PRICING ON THE TRANE HVAC PACKAGE CONTACT MAHTY CUSICK, THE YUM! BRANDS ACCOUNT EXECUTIVE AT THANE NATIONAL ACCOUNTS. TOLL-FREE PHONE: (866) YUM-HVAC or (866) 986-4822 FAX: (502) 499-7870 EMAIL: rriJcusick@trane.com THANE HAS AGREED TO SUPPLY AN HVAC PACKAGE CONSISTING OF THE ROOF -TOP UNITS, CURBS, THERMOSTAT -S, TEMPERATURE SENSORS (REMOTE, AND HUMIDITY SENSORS (REMOTE). RTU'S AS SPECIFIED INCLUDE AN UNPOWER D CONVENIENCE OUTLET (SEE ELECTRICAL) AND AN HACH CIRCUIT BREAKER WHICH PROVIDES UNIT DISCONNECT. THANE ALSO HAVE AVAILABLE OPTION PACKAGES WHICH INCLUDE SMOKE DETECTORS AND ENUNCIATORS, ECONOMIZERS, AND RTU VARIATIONS SUCH AS HIGH -EFFICIENCY MODELS. BE PREPARED AT TIME OF ORDER OR QUOTE REQUEST TO PROVIDE ALL PROJECT DETAILS REGARDING SPECIFICATIONS AND QUANTITIES AS SITE SPECIFIC DESIGN MAY NOT MATCH NATIONAL DESIGN. SEE THE SCOPE OF WORK SHEETS FOR ADDITIONAL INFORMATION TRA14E PACKAGE N.T.S. AIR DEVICES HEDULE ITEM OA RA SA EA PRESSURE EF -1 -- -- _ 1400 -1400 EF -2 -- -- - 300 300 RTU -1 870 2730 3600 -- +870 RTU -2 1085 2415 4050 -- -1-1085 TOTAL 1955 1700 225 AIR BALANCESCHEDULE CFM Qty;�ItIIIIIy tAf iy�r �� F�V .s•°••y A v s �� •' IVo 44Ei43 w -q ; STATES ROBERT�WAYNE CASE FLORIDA PE. #44643 _A 0 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 i in 1 9 1 8 1 7 1 6 I ' I 4 I 3 1. DINING ROOM LIGHT FIXTURE LOCATIONS ARE CRITICAL. COORDINATE DUCTWORK LOCATIONS SO AS NOT TO CONFLICT WITH LIGHT FIXTURE LOCATIONS. 2. THERMOSTATS SHALL BE PROGRAMMABLE THERMOSTAT WITH SUBBASE. REMOTE TEMPERATURE SENSOR, AND REMOTE HUMIDITY SENSOR. (PROVIDED WITH TRANE PACKAGE). 3. HUMIDITY SENSOR APPLICATION IS VARIABLE PER SITE SPECIFIC CONDITIONS. REFER TO HVAC UNIT SCHEDULE, 1/M1.0, FOR APPLICATION CONDITIONS, GENERAL O Q 10x10 EXHAUST AIR DUCT UP TO EF -2 ON ROOF, 300 CFM. `_2 SEE DETAIL 8 ON DRAWING M4,0 FOR SUPPLY AIR TAKE -OFF TO CEILING DIFFUSERS. RETURN OR EXHAUST AIR TAKE -OFFS SHALL BE SIMILAR. 34x18 SUPPLY AIR DUCT UP, 3600 CFM. CONNECT TO SUPPLY AIR PLENUM AT ROOFTOP UNIT RTU -1. Q 34x18 RETURN AIR DUCT UP, 2730 CFM. CONNECT TO RETURN AIR PLENUM AT ROOFTOP UNIT RTU -1. Q 34x18 SUPPLY AIR DUCT UP, 3500 CFM. CONNECT TO SUPPLY AIR PLENUM AT ROOFTOP UNIT RTU -2. Q 34x18 RETURN AIR DUCT UP, 2415 CFM. CONNECT TO RETURN AIR PLENUM AT ROOFTOP UNIT RTU -'L. FURNISH AND INSTALL SMOKE DETECTOR IN THE RETURN AIR DUCT, IN ACCORDANCE WITH LOCAL CODES. DUCT SMOKE DETECTOR WIRED BY ELECTRICAL CONTRACTOR, SEE SHEET E3.2. p HUMIDITY SENSOR (REMOTE), HUMIDITY' ENSOR LOCATION SHALL BE PLACED IN RETURN AIR DUCTWORK. VERIFY EXACT LOCATION. SEE 9/M4.0. O LOCATE THERMOSTAT CONTROLS ON WALL IN OFFICE AT 48" A.F.F. COORD LOCATION WITH LIGHT SWITCHES. 1 p MOUNT THERMOSTAT REMOTE SENSOR AT 60" ABOVE FINISHED FLOOR. 11 UNDERCUT RESTROOM DOORS AND OFFICE DOOR MIN. 3/4" FOR MAKE-UP AIR. 12 PROVIDE FLEXIBLE METAL DUCTWORK FOR EXHAUST DUCT CONNECTIONS TO EXHAUST GRILLES AND MAIN EXHAUST DUCT. SUPPLY AIR DUCTWORK RUN THROUGH OPEN WEBBING OF ROOF TRUSSES. COORDINATE LOCATION OF DUCTWORK WITH ROOF TRUSSES INSTALLED. 14 SUPPLY OR EXHAUST DUCTWORK RUN UP BETWEEN ROOF TRUSSES. 15� ROUTE 1 1/4" CONDENSATE DRAIN ON ROOF TO STORM DRAIN WITH AIR GAP (TYPICAL OF BOTH UNITS 14x10 EXHAUST AIR DUCT DOWN TO 14x10 EXHAUST CONNECTION AT HOOD. 8x8 EXHAUST DUCT SHALL RUN BETWEEN ROOF TRUSSES TO CONNECT TO ROOF EXHAUST FAN EF -1. SEE HOOD DETAILS ON DRAWING 1/M3.0. SEE DETAIL 15/M4.0 FOR FIRE PROTECTION OF DUCT WORK. SEE DETAIL 5 ON SHEET M4.0 FOR EXHAUST DUCT TRANSITION. �17 FURNISH AND INSTALL 3" PVC WATER HEATER INTAKE AND FLUE VENT TERMINATION ON ROOF. COORDINATE WORK WITH ALL TRADES. )F ACCESS SUCT AND DIFFUSER A FI E 0 C 0 aw � ��arrr. rr 9✓.�t ^y �� an ' No 44043 co w a L.t": Qj STATE:.t� e9�f1 l pa, 8 3 4 d'O Houma 015YRE FLORIUCUMN4643 V CONTRACT DATE: 3,16.1-1 BUILDING TYPE: O d- 00 Aug09-N SITE NUMBER: — M M N 00 LIS NUMBER: 2011-032 rq M a) L v r-) r) O 0 1.r)p LO q) C) CJS 0) 00 N q) Cs� > r� O O i� C- �1 Z z O U U M -) D �t W U � L� aw � ��arrr. rr 9✓.�t ^y �� an ' No 44043 co w a L.t": Qj STATE:.t� e9�f1 l pa, 8 3 4 d'O Houma 015YRE FLORIUCUMN4643 V CONTRACT DATE: 3,16.1-1 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL fi J� f y � ,�, f. t' .✓ y. PLOT DATE: LEGEND, 3N NOZZLE LOCATION COOKING SURFACE APPLIANCE L J EXHAUST TAP 0 INLET NOTES: 1. ALL PIPE TO BE 3/8" UNLESS OTHERWISE NOTED, 2. EXHAUST TAP SIZE SEE MECH. DETAIL il 84" 11 a HOOD Y SUPPRESSION -LOWS HOOD / 1 OF 1 MODEL # STRATOVENT SVBD2 LENGTH (IN): T-0" WIDTH (IN): 4'-0" 1 HEIGHT (IN): 14" EXHAUST CFM: 1400 SUPPLY CFM: BY RTU EXHAUST SP: 1.0 SUPPLY SP: EXHAUST FPM: 1500 SUPPLY FPM: EXH. SIZE: 1410 SUP SIZE: FILTERS: (4) 16" x 16" FILTERS: (1) 16" x 20" FIRE SUPPRESSION: ANSUL R102 FILTER TYPE: STAINLESS BAFFLE LIGHT QTY: (2) INCANDESCENT CONTROL SWITCH: BLDG WIRING TOTAL WEIGHT OF HOOD: 400 LBS. NOTES: 1. ALL EXPOSED SURFACES SHALL BE 304 STAINLESS STEEL. 2. HOOD IS PREPIPED FOR ANSUL AND UL LISTED. 3. REAR, LEFT AND RIGHT WALL PANELS ARE SUPPLIED BY HOOD MANUFACTURER. NON COMBUSTIBLE, METAL STUD REAR AND SIDE WALLS COVERED WITH 3045;3 PANELS (20 GAMIN.). HOOD IS SUPPORTED BY 1/2" THREADED ROD THREADED INTO SUPPORT MOUNTING BRACKET TO SUPPORT HANGING WEIGHT MIN.OF 145 LBS, EACH. SEE HANGING BRACKET DETAIL M4,0. CEILING LINE 39"W. X 96" hl. LEFT 304SS FLAT PANEL (20 GA. MIN.) MOUNTED NON- COMBUSTIBLE WALL. SEE TRAf EXHAUST 90 DEGRE LENGTH; 1 REVISED I SPECIFIC, SITE ADAI 11 .1 PLAN VIEW EXHAUST COLLAR (FIELD CUA J -BOX PRE -WIRED TO LIGHTS INSIDE OF HOOD EXHAUST FAN C= HT WALL , X 96"H. REAR 304 SS FLAT 1 MOUNTED TO NON- BUSIBLE WALL (20 GA. MIN.) 44"W. X 96"H. RIGHT 304 SS FLAT PANEL (20 GA. MIN.) MOUNTED TO NON- COMBUSTIBLE WALL - FINISHED FLOOR Z____________________.____,_-- o0 - DETAIL ACO BELL HOOD NOTE: SEE SCOPE OF WORK •f0 DE ITERMINE RESPONSIBILITIES. ACCESSIBLE, PROTECTED CLEANOUT DOOR CONTINUOUSLY WELDED EXHAUST DUCT SLOPE MIN, 1/4" PER FOOT (2%) TOWARD HOOD WHEN RUN HORIZONTALLY UL LISTED FIRE RATED DUCT WRAP OR 1 HR ENCLOSURE AROUND EXHAUST DUCT UL LISTED GREASE FILTER REMOVABLE GREASE TROUGH SLOPE TO RIGHT END NON-COMBUSTIBLE 304 SS FLAT REAR WALL PANEL (20 GA. MIN.) (LEFT AND RIGHT WALLS NOT SHOWN) REAR WALL PANEL (20 GA. SS)) TACO BELL HOOD SECTION, 1/2" 00 a 0 H ggig4��a9�ar®��ds :� !/1/ cm �r No 44€io STATE E b f �Q r� ROBERT VNE CASE FLORIDA PE. #44643 a a _a a a a a a CONTRACT DATE: mmmwxmnftm 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 BANDING - 304 SS 3/4"W X .015" THICK MIN. 3" MIN. LONGITUDINAL OVERLAP AT BLANKET JOINT—� • ��\� . ` 3" MIN, PERIMETER OVERLAP AT BLANKET JOINT CONTINUOUSLY WELDED HOOD EXHAUST DUCT 1-1/2" 10-1/2"-- - 21 ' TYP BANDING REQUIREMENTS: USE 304 STAINLESS STEEL BANDS A MAXIMUM '1-1/2" FROM BLANKET EDGE AND SPACED A MAXIMUM OF 10-1/2" ON CENTER. ONE LAYER 1-1/2" THICK 8 -PCF FIREMASTER BLANKET NOTES: '1. WRAP GREASE DUCT CONTINUOUS AS SHOWN �1 FOR ENTIRE LENGTH FROM KITCHEN HOOD CONNECTION TO EXHAUST FAN ON ROOF. o 2, FOR HORIZONTAL RUNS OF EXHAUST DUCTS PROVIDE TYPICAL TRAPEZE SUPPORT SYSTEM WITH 1/2" HANGER RODS A MAXIMUM OF 6" FROM INSULATION EDGE. TRAPEZE SUPPORTS SHALL BE SPACED A MAXIMUM OF 60" ON CENTER FROM CENTERLINE OF VERTICAL EXHAUST DUCT. 3. SLOPE HORIZONTAL EXHAUST DUCT RUNS A MINIMUM OF 1/4" PER FOOT (2% SLOPE) TOWARDS EXHAUST HOOD, 4. PROVIDE INSULATED ACCESS DOOR OR PANEL NEAR MID POINT OF EXHAUST DUCT RUN FOR CLEANING AND INSPECTION OF DUCT. o PROVIDE AN APPROVED SIGN ON ACCESS DOOR OR PANEL WHICH READS " ACCESS PANEL DO NOT OBSTRUCT" 0 KITCHEN HOOD EXHAUST DUCT SYSTEM DETAIL A \ ` 150 OR LESS _ AIR BAIR — _ � AIR FLOW -- FLOW OR LESS — �_I w Q FLOW ---� -- - TRANSFORMATION EXPANSION CONTRACTION TURNING - VANE TURNING VANES ' THREEk2/3D .2 2 TURNING VANES r` TURNING VAN 900 ELBOW O z z 45° ELBOW SIMILAR NO THROAT RADIUS SHORT RADIUS X cn a.- v �3/4 D D RETURN AIR BRANCH FITTING SUPPLY OR RETURN WYE (RECTANGULAR DUCT) FULL RADIUS ELBOW TAKE -OFF TYPICAL DUCTWORK DETAILS RETURN AIR DUCT SENSOR STANDOFF BRACKET" SEAL DUCT PENETRATION AIR TIGHT TO THERMOSTAT REMOTE HUMIDITY SENSOR CEILING REMOVABLE RETURN GRILLE REMOTEU I I PY SENSOR 3/8" = .1-0 TRUSS WEB MEMBER NUT & WASHER TOP & BOTTOM 4"x4" BLOCK C� ROD (4 LOCATIONS) H2.5 EACH SIDE 2"x6" TRUSS BTM CORD 1/2" DIA ALL THREAD ROD DRILL THRU BLOCK C.L. 0 0 LL r - O d i - ROD ATTACHME NT . NOTE: L = 4" MIN. OR 1/4 0 TREADS ROD =R & NUT MOUNTING JEL ON HOOD HOOD ---130LT CONNECTION TO TOP CONNECTION LOW VELOCITY DUCT NOTE: MAXIMUM ALLOWABLE LENGTH OF FLEX DUCT RUNOUTS TO SUPPLY DIFFUSERS = 14'-0". FLEX DUCT IS NOT ALLOWED ON EXPOSED DUCTWORK. GASKET 450 ENTRY CLINCHED COLLAR TRANSITION TO ROUND SEE PLANS FOR SIZE (WHERE OCCURS) BRANCH DUCT - RECTANGULAR OR BOUND BUTTERFLY DAMPER WITH ARM & LOCKING QUADRANT (TYPICAL) INSULATED FLEX DUCT - PROVIDE SHORT RADIUS RIGID METAL ELBOW WHERE '18" R. FLEX ELBOW CANNOT BE MAINTAINED - STRAP HANGER - NYLON STRAP FASTENER (TYP) -11 1/2" DUCT WRAP INSULATION -------------I I I I I I I I I I I I I Ln SIDE CONNECTION CD CEILING DIFFUSER CONNECTIONS 3/8" = T-0" KITCHEN HOOD EXHAUST FAN NEMA 3R DISCONNECT FACTORY _ WIRED FROM MOTOR TO DISCONNECT THROUGH THE BRENI-HER TUBE NOTE: 10CATE EXHAUST FANS MIN. 10'-0" FOM ANY OUTSIDE AIR INTAKE J I FIFtE-PROOF INSULATION I , — LIQUID TIGHT FLEXIBLE CONDUIT I _ I VENTED CURB EXTENSION MIN. 16" GA. WELDED EXHAUST DUCT - EXTEND MIN, OF 18" ABOVE ROOF DECK PER NEPA ROOF 1 PREFABRICATED GALV. STEEL a 0 \ CURB WITH INSULATION. n nnPA.F TPAP > EXHAUST FAPj N.T.S. FACTORY IN STALLED )ISCONNECT & CONDUIT ,HASE, PROVIDE POWER 0 DISCONNECT WITHIN ;URB )PPOSED BLADE )AMPERS TANDARD CURB CAP, ASTEN PER MFR'S j IECOMMENDATIONS 4ETAL EXHAUST DUCT RESTROOM —':Ay 1. Hoods shall be constructed of minimurn 20 gauge stainless steel with -# 3 polish. All unexposed surfaces shall be constructed of minimum 18 gauge aluminized steel. 2. UL classified aluminum or stainless steel baffle -type filters shall be easily removed for cleaning. Filter housing shall terminate in a pitched grease trough that drains into a removable stainless steel grease cup. 3. UL listed and NSF approved vapor proof incandescent light fixtures pre- wired to junction box at top of hood in accordance with NEC 70. 4. Pre -piped fire suppression systems shall be located an the top of the hood and provided with the hood or by a certified technician. Final location of all nozzles and fire suppression drops to be locally approved 5. and inspected. Flood(s) shall be fabricated in accordance with NFPA Bulletin #96 and shall bear the NSF Seal of Approval. Hoods shall be listed under UI_ 710 EXHAUST HOODS FOR COMMERCIAL COOKING EQUIPMENT, Certified by ETL under FILE# 3054804-001. I`df® ffll. INTERNATIONAL THIS HOOD DESIGN IS BASED UPON STRATOVEN-f , MODEL SVND2. MANUFACTURED BY. STRATOVENT VENTILATION HOODS RALEIGH, NC 27616 CONTACT: JEFF JOHNSON, 251-490-6114 HOOD NOTES A140 SPECS (TYP.) N m -I �1 90' ELBOW TAKE -OFF USE ONLY IN AREAS o WHERE SPACE IS LIMITED TYPICAL DUCTWORK DETAILS RETURN AIR DUCT SENSOR STANDOFF BRACKET" SEAL DUCT PENETRATION AIR TIGHT TO THERMOSTAT REMOTE HUMIDITY SENSOR CEILING REMOVABLE RETURN GRILLE REMOTEU I I PY SENSOR 3/8" = .1-0 TRUSS WEB MEMBER NUT & WASHER TOP & BOTTOM 4"x4" BLOCK C� ROD (4 LOCATIONS) H2.5 EACH SIDE 2"x6" TRUSS BTM CORD 1/2" DIA ALL THREAD ROD DRILL THRU BLOCK C.L. 0 0 LL r - O d i - ROD ATTACHME NT . NOTE: L = 4" MIN. OR 1/4 0 TREADS ROD =R & NUT MOUNTING JEL ON HOOD HOOD ---130LT CONNECTION TO TOP CONNECTION LOW VELOCITY DUCT NOTE: MAXIMUM ALLOWABLE LENGTH OF FLEX DUCT RUNOUTS TO SUPPLY DIFFUSERS = 14'-0". FLEX DUCT IS NOT ALLOWED ON EXPOSED DUCTWORK. GASKET 450 ENTRY CLINCHED COLLAR TRANSITION TO ROUND SEE PLANS FOR SIZE (WHERE OCCURS) BRANCH DUCT - RECTANGULAR OR BOUND BUTTERFLY DAMPER WITH ARM & LOCKING QUADRANT (TYPICAL) INSULATED FLEX DUCT - PROVIDE SHORT RADIUS RIGID METAL ELBOW WHERE '18" R. FLEX ELBOW CANNOT BE MAINTAINED - STRAP HANGER - NYLON STRAP FASTENER (TYP) -11 1/2" DUCT WRAP INSULATION -------------I I I I I I I I I I I I I Ln SIDE CONNECTION CD CEILING DIFFUSER CONNECTIONS 3/8" = T-0" KITCHEN HOOD EXHAUST FAN NEMA 3R DISCONNECT FACTORY _ WIRED FROM MOTOR TO DISCONNECT THROUGH THE BRENI-HER TUBE NOTE: 10CATE EXHAUST FANS MIN. 10'-0" FOM ANY OUTSIDE AIR INTAKE J I FIFtE-PROOF INSULATION I , — LIQUID TIGHT FLEXIBLE CONDUIT I _ I VENTED CURB EXTENSION MIN. 16" GA. WELDED EXHAUST DUCT - EXTEND MIN, OF 18" ABOVE ROOF DECK PER NEPA ROOF 1 PREFABRICATED GALV. STEEL a 0 \ CURB WITH INSULATION. n nnPA.F TPAP > EXHAUST FAPj N.T.S. FACTORY IN STALLED )ISCONNECT & CONDUIT ,HASE, PROVIDE POWER 0 DISCONNECT WITHIN ;URB )PPOSED BLADE )AMPERS TANDARD CURB CAP, ASTEN PER MFR'S j IECOMMENDATIONS 4ETAL EXHAUST DUCT RESTROOM —':Ay 1. Hoods shall be constructed of minimurn 20 gauge stainless steel with -# 3 polish. All unexposed surfaces shall be constructed of minimum 18 gauge aluminized steel. 2. UL classified aluminum or stainless steel baffle -type filters shall be easily removed for cleaning. Filter housing shall terminate in a pitched grease trough that drains into a removable stainless steel grease cup. 3. UL listed and NSF approved vapor proof incandescent light fixtures pre- wired to junction box at top of hood in accordance with NEC 70. 4. Pre -piped fire suppression systems shall be located an the top of the hood and provided with the hood or by a certified technician. Final location of all nozzles and fire suppression drops to be locally approved 5. and inspected. Flood(s) shall be fabricated in accordance with NFPA Bulletin #96 and shall bear the NSF Seal of Approval. Hoods shall be listed under UI_ 710 EXHAUST HOODS FOR COMMERCIAL COOKING EQUIPMENT, Certified by ETL under FILE# 3054804-001. I`df® ffll. INTERNATIONAL THIS HOOD DESIGN IS BASED UPON STRATOVEN-f , MODEL SVND2. MANUFACTURED BY. STRATOVENT VENTILATION HOODS RALEIGH, NC 27616 CONTACT: JEFF JOHNSON, 251-490-6114 HOOD NOTES A140 SPECS (TYP.) N m PLOT DATE: qOq� ��� � c d�✓4 �1 { : " No 44643 "e y w STATE »' o m VST ".s" ' ROBERT WAYNE CASE FLORIDA PE. #44643 0 0 PLOT DATE: 1. SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. 2. ALL DRAWN WATER & GAS LINES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF EQUIPMENT & SECURED IN PLACE. 3. VERIFY THE LOCATION OF THE SANITARY SEWER ON THE SITE PLAN AND SHALL REVISE THE SEWER SYSTEM AS REQUIRED. 4. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS IN RESTROOMS, WHERE REQUIRED BY CODES. PROVIDE DEEP SEAL TRAPS FOR FLOOR DRAINS WITHOUT TRAP PRIMERS. 5. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND THE OWNERS REPRESENTATIVE PRIOR TO ANY INSTALLATION. 6. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON -ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND AN ACCESS PANEL. 7. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSIDE AIR INTAKE. 8. PROVIDE GAS PIPING TO UNITS AND ALL FINAL CONNECTIONS REQUIRED FOR OPERATION. 9. INSTALL SHUT-OFF VALVES ON ALL HOT & COLD WATER LINES TO FIXTURE OR APPLIANCE. ALL EXPOSED WATER AND WASTE LINES TO BE CHROME PLATED. 10. PROVIDE A LEVER HANDLE GAS SHUT-OFF VALVE IN THE BRANCH PIPING OF EACH APPLIANCE OR PIECE OF EQUIPMENT, FOR EACH APPLIANCE INSTALL QUICK DISCONNECT, FLEXIBLE PIPE WHEN ALLOWED BY CODE AND RESTRAINING DEVICE FURNISHED BY OWNER. PROVIDE PRESSURE REDUCING VALVES AT EACH PIECE OF EQUIPMENT OR APPLIANCE. IF GAS PRESSURE GREATER THAN 107wc IS USED DOWNSTREAM FROM THE GAS METER. 11. ALL VALVES, UNIONS, ETC. SHALL BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. 12. REFER TO KITCHEN EQUIPMENT DRAWINGS FOR PLUMBING ROUGH -IN SCHEDULE & FOR ADDITIONAL WORK TO BE FURNISHED & INSTALLED BY CONTRACTOR. ALL ROUGH -IN PLUMBING AND FINAL CONNECTIONS TO KITCHEN EQUIPMENT SHALL BE MADE BY THE CONTRACTOR U.O.N. 13. REFER TO MECHANICAL SHEETS FOR HVAC AND HOOD PLUMBING REQUIREMENTS. 14. ALL GAS LINES SHALL BE SUPPORTED SEE SPECS. 15. ALL FLOOR SINKS AND FLOOR DRAINS IN TRAFFIC AREAS SHALL BE INSTALLED FLUSH TO FLOOR SURFACE. 16. PROVIDE WATER HAMMER ARRESTOR FOR ALL HAND SINKS AND URINAL WATER LINES. 17. PROVIDE AIR GAPS FOR INDIRECT DRAINS AS REQUIRED BY CODE. AIR GAP SHALL BE MINIMUM 2T IMES THE DIAMETER OF THE INDIRECT DRAIN. 18, PRIOR TO COMMENCING WORK ON THIS PROJECT, VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL EXISTING UTILITIES IN FIELD, SHOULD CONDITIONS EXIST OTHER THAN THOSE INDICATED WHICH WOULD CAUSE THE DESIGN TO BE ALTERED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY. 19. COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. 20. FURNISH & INSTALL ALL BACKFLOW PROTECTION DEVICES REQUIRED BY AGENCIES HAVING JURISDICTION. BACKFLOW DEVICES REQUIRING TESTING SHALL BE INSTALLED NO HIGHER THAN S-0" A.F.F. 21. PROVIDE CONDENSATE DRAIN FROM A/C UNITS TO APPROVED DRAIN, GAS PIPING TO UNITS AND ALL FINAL CONNECTIONS REQUIRED FOR OPERATION. 22. THE OWNER OR KITCHEN EQUIPMENT SUPPLIER MAY SUBSTITUTE EQUIPMENT OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. THEREFORE, VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR. 23. ALL WATER LINES SHALL BE RUN OVERHEAD U.O.N. 24. ALL WATER LINES SHALL BE FLUSHED PRIOR TO CONNECTING ANY FIXTURES OR EQUIPMENT. 25. PROVIDE ESCUTCHEON PLATES AND SILICONE SEALANT AT ALL UTILITY PENETRATIONS INTO WALLS, CEILINGS, AND FLOORS. DO NOT USE CAULKS OR EXPANDING FOAMS FOR SEALANT. 26. CVPVC SCHEDULE 40 WASTE PIPE CAN BE SUBSTITUTED FOR BLACK IRON WASTE PIPE WHERE ALLOWED BY LOCAL MUNICIPALITIES. GENERAL NATES I EJ ITEM FIXTURE SOIL OR WASTE VENT COLD WATER HOT WATER TEMP'D WATER WASTE FU WATER FU DESCRIPTION MAIN UFAC TUBER / MODEL NUMBER ECO 1 EXTERIOR CLEANOUT -- -- -- -- -- -- -- CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, ROUND SCORIATED HEAVY CAST IRON COVER. JOSAM / MODEL: 56000 WADE / MODEL: 60002 ZURN / MODEL: Z-1400 FS 1 FLOOR SINK 4" 2" -- - -- 6 -- PVC 12" SQUARE FLOOR SINK, 8" DEEP, WITH ALUMINUM OR PVC DOME STRAINER AND LOOSE SET PVC SLOTTED TOP GRATE. Y JOSAM / MODEL: JPF34-PVC ZURN / MODEL: FD-2370-PV4-DS F FS 2 FLOOR SINK 4" 2" "" -- -- 6 - CAST IRON 12" SQUARE FLOOR SINK, 8" DEEP, WIIH ALUMINUM DOME STRAINER AND NICKEL BRONZE HINGED TOP. JOSAM / MODEL: 49034AS WADE /MODEL: 9144 ZURN / MODEL: Z-1900-32 (FD7M FLOOR DRAIN 3" 2" - C� -- 2 -- PVC FLOOR DRAIN, 5" DIMA. IF PVC OR ABS DRAINS ARE USED, SCHEDULE 80 PVC DRAIN PIPE SHALL BE USED FOR THE FIRST 10'-0" FROM THE DRAIN. ZURAM / MODEL: FD -2210 JOSAM / MODEL: 30003-A Cil WADE/ MODEL: 1103 CE06M FLOORCAST CLEANOUT "" "" -- -- __ __ __ IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, ROUND SCORIAI"ED HEAVY CAST IRON COVER. JOSAM / MODEL: 56000 WADE/ MODEL: 6000Z ZURN / MODEL: Z-1400 (FC7_0M WALL CLEANOUT -- - -- - -- -- -- CAST IRON CLEANOUT TEE WITH INLET/OUTLET SPIGOT AND THREADED BRASS PLUG, WITH STAINLESS STEEL ACCESS COVER. JOSAM / MODEL: 58510 WADE / MODEL: 8560E ZURN / MODEL: Z -1446 -BP FBM HOSE BIBB -" 3/4" -- -- "" 2.5/1 NON -FREEZE WALL HYDRANT WITH INTEGRAL VACUUM BREAKER, BRONZE CASING AND NICKEL BRONZE BOX. JOSAM / MODEL: 71000 WADE/ MODEL: 8600L __- ZURN / MODEL: Z.-1300 _ WC 1 WATER CLOSET 4" 2" 1/2" "" _ 4 4 WHITE VITREOUS CHINA FLOOR MOUNTED FLUSHOMETER TANK (PRESSURE ASSISTED) TYPE, ELONGATED BOWL, ADA COMPLIANT, 1.6 GPF, WITH OPEN FRONT SEAT LESS COVER, OLSENITE #95 OR EQUIVALENT. FLUSHOMETER TANK: SLOAN FLLUSHMATE OR EQUAL, PROVIDE TANK COVER LOCKS. FLUS+ -I VALVES SHALL BE RIGHT HAND OR LEFT HAND AS REQUIRED TO CORRESPOND WITH ACCESS FROM WIDE SIDE OF STALL. VERIFY FLUSH SIDE REQUIREMENTS AM. STD. "CADET" / MODEL: 3483.016/4142,016 R KOFILEr? HIGFiI_INE /MODEL: K-35-19 CRANE "ECONMISER" / MODEL: 3H839 UR 1 URINAL 2" 1-1/2" 3/4" -- -- 4 5 WHITE VITREOUS CHINA, WALL HUNG, TOP INLET, ADA COMPLIANT, 1.0 GPF, WITH WALL HANGER. FLUSH VALVE: SLOAN ROYAL 186-1, ZURN Z6003 AV-WSI OR DELANEY DL -F452. SID. "LYNBROOK" / MODEL:6601.012 _AM. KOHLER "FRESHMAN" / MODEL:K-4989-T CRANE "NEW COLBURN" / MODEL: 4992 C= LAVATORY -1-1/4" 1-1/2" -- -- 1/2" 1 1.0 WHITE VITREOUS CHINA, WALL HUNG, WITH CONCEALED ARMS SUPPORT, 4" CENTERS, WITH INTEGRAL BACKSPLASH, ADA ACCESSIBLE. FLAT GRID STRAINER. BRAIDED WATER LINES. FAUCET: FURNISHED BY OWNER -INSTALLED BY G.C. SINGLE LEVER TYPE FAUCET, ADA COMPLIANT, SEE 8/P6.0 FOR LAV SUPPORT DETAIL, A.S. COMRADE/ MODEL: 0124,131 CRANE "HARWICH" / MODEL: 1412V -- S 1 HAND SINK 1-1/2" 1-1/2" '- "" 1/2" 2 1.5 S-1: STAINLESS STEEL HAND SINK, WALL HUNG, INCLUDES A 6" GOOSENECK STAINLESS. FAUCET W/FOOT VALVE PER DETAIL 7/P6.0, BRAIDED WATER LINES. -- S 2 MOP SINK 3" 2" 1/2" 1/2" - 3 3 MOP SINK: FALCON FABRICATORS MODEL:#CMS002 WITH 48" HIGH S.S. LEFT SIDE AND BACK -SPLASH. FURNISHED BY OWNER, INSTALLED BY GC. FAUCET:T&S #B-0674-BSTP, WITH VACUUM BREAKER, FURNISHED BY OWNER, INSTALLED BY GC. -- -- S 3 3 -COMP. SINK INDIRECT "" 1/2" 1/2" -- -/- 3 SINK, FAUCET & DRAIN - S F 4 PREP SINK INDIRECT 1/2" 1/2" -- -- 2 SINK, FAUCET AND DRAIN -- -- GI 1 GREASE INTERCEPTOR 6" "- -- -- -- -- - SEE SITE PLAN FOR EXTERIOR GREASE INTERCEPTOR SIZE AND LOCATION. -- --_ MV 1 MIXING VALVE -" -- 1/2" 1/2" -- "" - THERMOSTATIC, 125 P516, 200VF BRONZE BODY, STAINLESS STEEL PISTON LINER, CHECK VALVES SIZE PER PIPE CONNECTIONS. HYDROI EK SERIES HBL LAWLER SERIES 81 LEONARD SERIES 210 WH 1 WATER HEATER -- -" 3/4" 3/4" "' - -- GAS FIRED TANKLESS WATER HEATER, 199,000 BRUH INPUT, 9.3 GPM. MOUNTED EXTERNALLY. FORCED COMBUSTION, AO SMITH / BTH 100199 STATE / SUF 100 199 NE BRADFORD WHITE / EF -100T -199E -3N E'T 1 EXPANSIONEXPANSION TANK __ __ 3/411 _ __ __ __ TANK, STEEL, EXPANSION MEMBRANE 150 PSI, 160° F, 12 GALLON CAPACITY. WAIS SERIES DET AMTROL SERIES S T WILKINS SERIES WXTP BFP 1 BACKFLOW PREVENTOR -- "" VERIFY -- -- -- - REDUCED PRESSURE ZONE BACKFLOW PREVENTER, CAST BRONZE CONSTRUCTION WITH QUARTER TURN FULL -PORT BALL VALVES AND BRONZE STRAINER. WAITS / MODEL: 009M2QTS WILKINS / MODEL: 975XLS FEBCO / MODEL: 860 SA 1 SHOCK ARRESTOR - -- 1/2" - -- -" _ STAINLESS STEEL CASING WITH STAINLESS STEEL BELOW, PRECHARGED WITH NITROGEN. SIZED PER PDI-WH2O1 WADE / SHOKSTOP JOSAM / MODEL: 75000 ZURN/SHOKTROL RO 1 REVERSE OSMOSIS INDIRECT 1/2" -- -- - - REVERSE OSMOSIS FILTER SYSTEM BY OWNER SEE TO DETAIL 9/P6.0 WADE / SHOKSTOP JOSAM / MODEL: 75000 ZURN /SHOKTROL RD 1 ROOF DRAIN 4" -- CAST IRON ROOF DRAIN, POLYPROPENE LOCKING DOME, WEJLOC NON -PUNCTURING CLAMP RING WITH INTEGRAL GRAVEL STOP, LARGE SUMP WITH WIDE ROOF FLANGE AND BOTTOM OUTLET. JOSAM/MODEL: 21500 - - - -- HD 1 HUB DRAIN 3" 2" -- -- 2 -- CAST IRON_ DEEP SEAL P -TRAP WITH FUNNEL, NO -HUB OUTLET AND BRASS GASKETED CLEANOUT PLUG. JOSAM / MODEL: 88213 WADE / MODEL: 2453EF ZURN / MODEL: Z-1019 10 otsmi lloill ?j ° 61/ �!!,Pfcm No 44643 ::'U» afl z «� STATE d•, p •j ✓�d�° �U �®iaaiaa�a . a ROBERT WAYNE CASE FLORIDA PE. 944643 /0 L� A Q L 0 A Z\ A CONTRACT DATE: 3.16.11 BUILDING TYPE: O -t ou AucS09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 M n rl) C -1l co 0) m Ln O r7 C3 (j r� r� 0) c» O T) N Cn E- c0 c0 m C\j 00 Q0 o u) u) O O _ a Q Q ✓l G G O O ill ill C� �J _j rft) Cil .E a- v� Cj Ly- (� (--) cl:� LL] Ld < w otsmi lloill ?j ° 61/ �!!,Pfcm No 44643 ::'U» afl z «� STATE d•, p •j ✓�d�° �U �®iaaiaa�a . a ROBERT WAYNE CASE FLORIDA PE. 944643 /0 L� A Q L 0 A Z\ A CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PIAN VERSION: AucS09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL r PLOT DATE: SLOPE PAVEMENT OR GRADE AWAY FROM MANHOLES 4" SAMPLING PORT BUILDING TYPE: TWO 24" DIAMETER CAST IRON MANHOLE RINGS WITH TOP SIMILAR -� WITH HEAVY DUTY GAS-TIGHT COVERS. TO EXTERIOR STORE NUMBER: DO NOT RENDER MANHOLES INACCESSIBLE CLEANOUT "ECO" CONCRETE 1 ROBERT 44�T IY C'�AJE FLORIDA PE. #44643 A ADJUSTMENT 0 Q _ 0 A A 24" 24" x 24" x 8" DEPTH OF MIN. CONCRETE PAD INTERCEPTOR 2" VENT. SEE OPENPLAN FOR 6" CONTINUATION LIQUID LEVEL MIN. °o 6" INLET 12" >: G REINFORCED 3°- p p STRAIGHT TEE PRECAST 12" MIN. CONCRETE BAFFLES SEAL WATERTIGHT (TYPICAL) 4" OUTLET BED OF UNDISTURBED EARTH OR COMPACTED SAND BACKFILL: 4" - 6" PIPING ARRANGEMENT SHOWN IN SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. SUBMIT PROPOSED GREASE INTERCEPTOR INSTALLATION PLANS AND SPECIFICATIONS TO LOCAL AUTHORITIES FOR THEIR APPROVAL BEFORE ACQUISITION OF INTERCEPTOR. PROVIDE CAPACITY AS REQUIRED BY LOCAL AUTHORITIES. Y*`RECAST CONCRETE GREASE INTERCEPTOR A. NU HUUF PENEI RATIONS PERMITTED WITHIN ROOF WATER PLY. REFER TO ROOF PLAN FOR LOCATIONS. B. REFER TO RISER DIAGRAM ON SHEET P5.0 FOR ALL WASTE AND VENT SIZES. C. STORM WATER PIPING IS SIZED FOR A RAINFALL OF 4.5" PER HOUR. ADJUST ROOF DRAIN (RD -1) SIZE AND STORM PIPE SIZES PER THE LOCAL RAINFALL HEOUIREMENTS AND BY THE AUTHORITY HAVING JURISDICTION. PIPE SHALL DISCHARGE OVER DHIVE-THRU ROADWAY CURB OR AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. D. INSULATE ALL HORIZONTAL RUNS OF STORM DRAINAGE PIPING ABOVE THE CEILING OR EXPOSED WITH 1" CLOSED CELLULAR INSULATION WITH VAPOR BARRIER JACKETTHAT CAN BE PAINTED, E. 4" SECONDARY DRAIN OUTLET SHALL EXTEND 2" BEYOND FINISHED WALL, SEE ARCHITECTURAL DRAWING A4.0 FOR INSTALLATION PROCEDURE AND A4.1 FOR EXACT LOCATION OF DRAIN OUTLET. F. COORDINATE LOCATION OF STORM WATER PIPING ABOVE CEILING WITH ALL TRADES PRIOR TO INSTALLATION. WASTE & VENT PLAN NOTES El 2" VENT RUN -I UNDERGROUND ----------------------- E— (2-WAY) ------E1 (2 -WAY) I I I � I I I CL) ) UNDERGROUND SANITARY PIPE SHALL BE SCHEDULE 40 PVC. PROVIDE CONDENSATE LINE AND DRAIN LINE FROM ICE MACHINE TO HD / FS, PROVIDE AIR GAP PER LOCAL CODE. C_) PROVIDE WASTE LINES FROM BEVERAGE UNIT TO HD / FS, PROVIDE AIR GAP PER LOCAL CODE. ENTIRE HUN OF DRAIN LINES TO INLET OF EXTERIOR GREASE INTERCEPTOR AND OUTBOUND FROM INTERCEPTOR TO CONNECTION AT SANITARY MAIN SHALL BE SCHEDULE 40 PVC DWV OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. FLOW CONTROL FITIING WITH VENT. 4" VENT UP THROUGH ROOF. Q PIPE 3 -COMPARTMENT SINK TO FLOOR SINK WITH AIR GAP PER CODE, RUN DRAIN LINE FROM S/S DRINK MACHINE THRU WALL OP'G. TO OUTFALL AT FS BENEATH D/T DRINK MACHINE. I I I I I I I I I I I ECO 1 (2 -WAY) 6" SAN. FOR CONTINUATION SEE CIVIL DRAWINGS - o -t 00 > N ter- (\I (j) (\I 00 r'-) rr) I L.0 U r0 r'O O r") p p (n 0) O Ln v (D co (7) CU CSI Qc) . 0) (J) �i 0 Lf) J 1'r)0 O iu cll < r0 r- �L 0 C\I 0 U p Ld z- ry z < w I� <_Q C\I N G) d r0 N �# O U) c\I N�rN Co (D I� cll O c) l V `! — v i~ Lo D - p �jill s i' l i n,l�r� BUILDING TYPE: % •,•..... • �,�, �,� PLAN VERSION: -� SITE NUMBER: [s!,t I� as N0 4101)41 • a • � ifs ca • • N • STORE NUMBER: Yc• � i • sy W SATE OF -*IV ` 2011-032 1 ROBERT 44�T IY C'�AJE FLORIDA PE. #44643 A A. NU HUUF PENEI RATIONS PERMITTED WITHIN ROOF WATER PLY. REFER TO ROOF PLAN FOR LOCATIONS. B. REFER TO RISER DIAGRAM ON SHEET P5.0 FOR ALL WASTE AND VENT SIZES. C. STORM WATER PIPING IS SIZED FOR A RAINFALL OF 4.5" PER HOUR. ADJUST ROOF DRAIN (RD -1) SIZE AND STORM PIPE SIZES PER THE LOCAL RAINFALL HEOUIREMENTS AND BY THE AUTHORITY HAVING JURISDICTION. PIPE SHALL DISCHARGE OVER DHIVE-THRU ROADWAY CURB OR AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. D. INSULATE ALL HORIZONTAL RUNS OF STORM DRAINAGE PIPING ABOVE THE CEILING OR EXPOSED WITH 1" CLOSED CELLULAR INSULATION WITH VAPOR BARRIER JACKETTHAT CAN BE PAINTED, E. 4" SECONDARY DRAIN OUTLET SHALL EXTEND 2" BEYOND FINISHED WALL, SEE ARCHITECTURAL DRAWING A4.0 FOR INSTALLATION PROCEDURE AND A4.1 FOR EXACT LOCATION OF DRAIN OUTLET. F. COORDINATE LOCATION OF STORM WATER PIPING ABOVE CEILING WITH ALL TRADES PRIOR TO INSTALLATION. WASTE & VENT PLAN NOTES El 2" VENT RUN -I UNDERGROUND ----------------------- E— (2-WAY) ------E1 (2 -WAY) I I I � I I I CL) ) UNDERGROUND SANITARY PIPE SHALL BE SCHEDULE 40 PVC. PROVIDE CONDENSATE LINE AND DRAIN LINE FROM ICE MACHINE TO HD / FS, PROVIDE AIR GAP PER LOCAL CODE. C_) PROVIDE WASTE LINES FROM BEVERAGE UNIT TO HD / FS, PROVIDE AIR GAP PER LOCAL CODE. ENTIRE HUN OF DRAIN LINES TO INLET OF EXTERIOR GREASE INTERCEPTOR AND OUTBOUND FROM INTERCEPTOR TO CONNECTION AT SANITARY MAIN SHALL BE SCHEDULE 40 PVC DWV OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. FLOW CONTROL FITIING WITH VENT. 4" VENT UP THROUGH ROOF. Q PIPE 3 -COMPARTMENT SINK TO FLOOR SINK WITH AIR GAP PER CODE, RUN DRAIN LINE FROM S/S DRINK MACHINE THRU WALL OP'G. TO OUTFALL AT FS BENEATH D/T DRINK MACHINE. I I I I I I I I I I I ECO 1 (2 -WAY) 6" SAN. FOR CONTINUATION SEE CIVIL DRAWINGS - o -t 00 > N ter- (\I (j) (\I 00 r'-) rr) I L.0 U r0 r'O O r") p p (n 0) O Ln v (D co (7) CU CSI Qc) . 0) (J) �i 0 Lf) J 1'r)0 O iu cll < r0 r- �L 0 C\I 0 U p Ld z- ry z < w I� <_Q C\I N G) d r0 N �# O U) c\I N�rN Co (D I� cll O c) l V `! — v i~ Lo D - p CONTRACT DATE: �jill s i' l i n,l�r� BUILDING TYPE: % •,•..... • �,�, �,� PLAN VERSION: Aug09-N SITE NUMBER: [s!,t I� as N0 4101)41 • a • � ifs ca • • N • STORE NUMBER: Yc• � i • sy W SATE OF -*IV LIS NUMBER: 2011-032 Ay Ln`,o�b' ROBERT 44�T IY C'�AJE FLORIDA PE. #44643 A 0 Q _ 0 A A Q CONTRACT DATE: 3.10.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 16 HR r 1 12 1 11 1 10 9 1 8 GREASE INTERCEPTOR CALCULATION: S x GS x HR/12 x LF = GAL (68) x (25) x (1.0) x (0.75) = 1487 GALLONS PROVIDE (1) 1500 GALLON TANK SEE CIVIL ENG DRAWINGS FOR LOCATION AND DETAILS FIXTURE UNIT SUMMARY: 3.16.11 BUILDING TYPE: SERVICE TOTAL F.U. Aug09-N DOMESTIC WATER 118 STORE NUMBER: SANITARY SEWER 52 2011-032 GREASE WASTE 74 SERVICE REQUIREMENTS: SERVICE SIZE MAIN CAPACITY DOMESTIC WATER 2" 72 GPM SANITARY SEWER 6;1 126 F.U. GREASE WASTE 2 %?' 1523 CFH 7 0 A. WATER DISTRIBUTION PIPING IS SHOWN ABOVE FINISH CEILING. UNDER SLAB DISTRIBUTION ALLOWED AT CONTRACTOR OPTION. COORDINATE ALL DETAILS. B. NO ROOF PENETRATIONS PERMITTED WITHIN THE ROOF "WATER VALLEYS", REFER TO ROOF PLAN FOR LOCATIONS. C. REFER TO SHT P4.0 FOR ROUGH -IN LOCATIONS. D. REFER TO SHEET P5.0 FOR WATER AND GAS ISOMETRIC DHAWINGS. E. FLUSH ALL WATER SUPPLY LINES OF ALL DEBRIS AND IMPURITIES PRIOR TO CONNECTING TO WATER FILTERS. WATER !y, GAS PLAN 3LA .rT t -UH UUN I INUAI MIN, bLt UIVIL UHAVVIINUa 3. 5 1 4 1 3 F E GAS METER, REGULATOR, VALVES, BRACKETS, ETC. AS REQUIRED BY LOCAL GAS CO. SEE CIVIL PLANS FOR CONTINUATION. 2" GAS RISER C NOT USED 1" GAS DOWN TO WADER HEATER WITH GAS COCK, DIRT LEG AND UNION, 1/2" TEMPERED WATER DOWN IN WALL TO HAND SINK. �J 1" HOT AND 1-1/4" COLD WATER LINES DOWN TO WATER HEATER. 5 '1/2" HOT AND COLD WATER LINES DOWN IN WALL TO PREP SINK. 6 1/2" COLD WATER LINES DOWN IN WALL TO THREE COMPARTMENT SINK. -1/2" COLD WATER 2'-0" A.F.F.. CONNECT TO WATER FILTER FOR HOT WATER SYSTEM P-450. PROVIDE SHUT-OFF VALVE PRIOR TO CONNECTION TO TO WATER FILTER. 1/2" COLD AND HOT WATER DOWN IN THE WALL TO THE MOP SINK. C�1/2" CW DOWN IN WALL TO FLUSH TANK WATER CLOSET. 10 REDUCED PRESSURE BACKFLOW PREVENTER LOCATED ABOVE THE CEILING PER LOCAL UTILITY REQS. PROVIDE SHUT-OFF VALVES AT BOTH SIDES OF BACKFLOW PREVENTER. PIPE RELIEF TO FLOOR SINK. VERIFY LOCATIONS WITH CIVIL DWGS. 11 NOT USED 1/2" TEMPERED WATER LINES DOWN IN WALL TO LAVATORY. 13 3/4" CW DOWN ALONG WALL TO WATER FILTER 5-592. GAS PIPING UP AND THRU WALL ABOVE CEILING. CONTRACTOR SHALL VERIFY EXACT LOCATION. �5 EMERGENCY GAS SHUT OFF VALVE LOCATED BELOW CEILING. 7A C �1olliliidlit'. w a 13 STATE .A a BART SE FLORIDA`f' '#'44643 B A 0 I 2 1 1 WATERPLAN 1/4"=1' o" A 1/2" CW DOWN IN WALL TO EXTERIOR HOSE BIBB. 17 BUNDLED SYRUP LINES TO BEVERAGE DISPENSERS S-533 & 5-530 AND FILTERED WATER LINES TO ICE MAKERS 3-511 AND FROZEN BEVERAGE DISPENSER S-543, SEE DRAWINGS A2.0 AND P5.0. 18 1-1/4" GAS DOWN IN WALL TO TACO BELL COOKING EQUIPMENT. VERTICAL GAS PIPING IN WALL SHALL NOT BE RIGIDLY SECURED AND ADEQUATE PIPE PROTECTION SHALL BE PROVIDED. 19::) 3/4" GAS DIRT LEG W/ GAS COCK TO COOKING EQUIPMENT. PROVIDE FLEXIBLE GAS HOSE KIT FOR CONNECTION TO COOKING EQUIPMENT. 20 1/2" HOT WATER DOWN IN WALL TO TB RETHERMALIZER. PROVIDE SHUT-OFF VALVE OUTSIDE OF WALL FOR CONNECTION TO RETHERMALIZER. 21 RUN GAS PIPE 18" A.F.F. WITH DIRT LEGS FOR GAS HOSE KITS TO COOKING EQUIPMENT. 22 1/4" FILTER WATER PIPE DOWN IN UTILITY CHASE OF DRY PRODUCTION LINE. PROVIDE SHUT-OFF VALVE ON FW PIPING IN CEILING NEAR CHASE, 3 1/2" COLD WATER TO REVERSE OSMOSIS FILTER P-305 AND 1/2" FILTER WATER FROM REVERSE OSMOSIS FILTER, PROVIDE SHUT-OFF VALVE ON CW PIPE PRIOR TO CONNECTION TO FILTER. CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 O ENTIRE RUN OF DRAIN LINES ON INLET TO GREASE TRAP SHALL BE SCHEDULE 40 PVC OR NO HUB CAST IRON AS REQUIRED BY CODE. 1/2" TEMPERED WATER DOWN IN WALL TO HAND SINK/ LAVATORY. 11211 HOT AND COLD WATER LINES DOWN IN WALL TO PREP SINK AND 1/2" COLD WATER TO WATER FILTER FOR HOT WATER SYSTEM P-450. THERMOSTATIC MIXING VALVE. O REDUCED PRESSURE BACKFLOW PREVENTER PER LOCAL UTILITY REQS. PROVIDE SHUT-OFF VALVES AT BOTH SIDES OF BACKFLOW PHEVENTER. VERIFY LOCATIONS WITH CIVIL DWGS. EMERGENCY GAS SHUT-OFF VALVE (NORMALLY CLOSED) SHALL BE ELECTRIC SOLENOID TYPE WITH SPRING RETURN AND 24 VOLT ACTUATOR, SUITABLE FOR USE ON GAS PIPING SYSTEMS. VALVE SHALL BE Ac: IIVATED BY ANY OF THE EXHAUST HOOD FIRE SUPPRESSION SYSTEM. PROVIDE RELAYS AS REQUIRED TO ACTIVATE SHUT-OFF VALVE. CD PROVIDE NO HUB CAST IRON PIPE FROM CONNECTION TO FLOOR SINK FS -2 1/2" HOT WATER PIPE DOWN IN WALL. PROVIDE SHUT-OFF VALVE OUTSIDE OF WALL FOR CONNECTION TO TB RETHERMALIZER. 1/2" COLD WATER CONNECT TO REVERSE OSMOSIS FILTER AND 1/2" FILTERED WATER FROM REVERSE OSMOSIS FILTER. PROVIDE SHUT-0FF ON CW PIPE PRIOR TO CONNECTION TO FILTER, (::I0 1/2" FILTERED WATER FHOM REVERSE OSMOSIS FILTER DOWN IN UTILITY CHASE OF M.A.P.S. LINE. PROVIDE SHUT-OFF VALVE ON FW PIPE IN CEILING NEAR UTILITY CHASE. 11 1/2" COLD WATER TO HOT WATER SYSTEM FILTER. 12 TEE OFF 3/8" LINE FROM DRIVE THRU BEVERAGE DISPENSER FILTERED WATER SUPPLY. SEE DETAIL 16/P6,0. F3 l F rl � 5-546 F63 * * 5-513 * 5-513 * 12 / 2"V� S 1 / CO 1 FCO 1 / / / / FD 1 / / 4" VTR 411 V G E\3„V 1 / F 311 GW CO 1 / D 1 �Ii L 1 211 V 1 I 4 GW 3 G FS 1 r FD 1�/ FILTERED EQUIPMENT AND LINES: S-286 - WATER FILTER 2" VENT HUN UNDERGROUND / / / / 411 VTH / 10 \ninv\ / 1 II V '40 12” V J 1 FD 1 3II GWI CU 1 12"V 311 GW 1 FD 1 FS I I i 211 V (J/ / /711 \/ ° 2 i �� I� FS 3, Imo..\/ v 1( 11 2" 12 s 211\ IZII\/ M STORE NUMBER: r 19" v , gg FCO 1 3 FCO 1 FILTERED LINE (COLD WATER) S-513 - ICE MAKER - ABOVE SELF -SERVE BEVERAGE DISPENSER 5 513 - ICE MAKER - ABOVE DRIVE-THRU BEVERAGE DISPENSER * DRIVE=THRU BEVERAGE DISPENSER 1 GOLD 5-284 - SELF -SERVE BEVERAGE DISPENSER ITER S-546 - ICED TEA BREWER S-639 - FROZEN BEVERAGE DISPENSER * FILTERED WATER SUPPLIED VIA SYRUP BUNDLE. REFER TO 11/P6.0. SEE SCOPE OF WORK FOR RESPONSIBILITIES. 3" SS FD 1 FD 1 WC 1 1-1/4" CW RETHEHMALIZER� ) C-100 S 3 (KF 1 HB 1 1-1/4" DOMESTIC WATER SERVICE. FOR CONTINUATION, SEE CIVIL DRAWINGS, (=S2 '1 /2" CW WH 1 WATERISOMETRIC NTS. CNI (NI 0) N 00 (D rr) p c} o) (J) O LO cll Q0 (0 0) c(D Cts ('\I Q0 E a Mo) O Orrf j Z N JI z z r� <m c _ c� u CL Ld Cil CC) (� n w w W u Icy— W cfl rN o) � o I w �i- -o�r�, � �} o O N r� V) co rr) E N o v L(-) a N (n C1. cli c.� W. E AlY foo 464643 ; u ;A• » STA7 QF C) t R0BE,%3VY&YjNE,0A3E FLORIDA PE. #44643 w U o - _A U A CONTRACT DATE: 3.16.11 BUILDING 'TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 Yr�., 1/2" TEMPERED WATER TO LAVATORIES oi it rr rm-r: VALVE (IYP) AETER LVE (TYP) r a 'il 1/2" LINE -- ---- - - - --�=DOMESTIC CW N 0 �- ----- ------�-p DOMESTIC HW u- r TEMP RING VALVE N.T.S. 7 REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS, LOCATE VTR A MIN. 10' HORIZONTAL OR 3' VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE AND V FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN 6' OF VTR LOCATION. VERIFY FLASHING AND COUNTER FLASHING WITH ROOFING CONTRACTOR. VE14T THRU ROOF DETAIL WATER TO /�, PROVIDE ONE PIECE SPUN ALUMINUM CHEESE MELTER `J INCLUDES 17 BASE W/ GRADULATED STEPPED PVC SYRUP GATE PORT BOOT AND ADJUSTABLE STAINLESS VALVE WATER FROM ------- STEEL CLAMPS. SET BASE IN BED OF WATER DRINK DRAIN LINE. SEE 19/A6.4La... MASTIC. MINIMUM 12" SOFTENER - I ABOVE ROOF 1 REFER TO ARCH. DRAWING FOR APPLICATION OF VENT PIPE BOOT tttL== ED300 DISPENSER -I 4.0 AMPS ' INSTALLATION WITH ROOFING MATERIAL. ROOF INSULATION ROOF DECK III III III _ MINIMUM 12" CARBONATOR - 1 15V, 60 Hz, 7.0 AMPS PROVIDE SLEEVE IF REQUIRED BELOW ROOF BAG N BOX RACK BY TYPE OF ROOF DECK. 4- DRIVE THRU ANCHOR PIPE TO ROOF DECK OR KEY NOTES: JOISTS WITH U -BOLT AROUND PIPE HUBLESS PIPE CONNECTORS ON /---- AND ANGLE IRON WELDED OR I SCREWED TO DECK OR JOIST, CAST IRON PIPE 3/8" SHUT OFF VALVES 11 3/8" FILTERED 12 3/8" LINE FOR 13 ELECTRICAL FOR DRINK PENS I HA TION. SEE DETAIL 18/A6.4 PROVIDE PIPE INCREASER WHERE PRESSURIZE FILTERED SYSTEM. SEE SHEET E3.0 CARBONATOR 2 REQUIRED TO MAKE MIN, 3"VTR REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS, LOCATE VTR A MIN. 10' HORIZONTAL OR 3' VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE AND V FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN 6' OF VTR LOCATION. VERIFY FLASHING AND COUNTER FLASHING WITH ROOFING CONTRACTOR. VE14T THRU ROOF DETAIL LINE AFTER PRESSURE REGULATOR SHALL BE 3/8" PLASTIC LINE CONNECTING AT THE TOP OF THE PRODUCTION LINE UTILITY CHASE. PRESSURE REGULATOR PRESSURE GAUGE SHUT-OFF VALVE CARTRIDGE R.O. STORAGE m Ir MEMBRANE TANK J J LCDLL CD WASTEWATER INDIRECT TO Q FLOOR SINK/HUB DRAIN REVERSEOIS SYSTEM N.T,S. REMOTE REMOTE ROODENS ROOFFOP GENERAL NOTES: CONDENSER CONDENSER 1. OVERALL FILTER DIMENSIONS: REFRIGERANT REFRIGERANT 10 21" WIDE x 12" DEEP x 481/2" HIGH LINES -_` LINES © ROOF 2. SEE DETAIL SCOPE OF WORK FOR SCOPE All DEFINITIONS. 3. ROUGH -INS SHALL BE PROVIDED BY THE CONTRACTOR. O O 4. INSTALLATION MUST COMPLY WITH ANY CEILING STATE OR LOCAL PLUMBING CODES. ` �;, 5. THE FILTER MUST BE PROTECTED AGAINST WSJ ICE MACHINE �°J Q 0 11 FREEZING. FRUITISTA DRINK 6. USE ONLY TEFLON (HIGH -LOW ICE MACHINE MACHINE DISPENSER 2 TEMPERATURE) TAPE TO SEAL THREADED DRINK ICE'TEAQX2 PARTS; NO PIPE DOPE. DISPENSER BREWER�� . 7. DO NOT INSTALL WHERE LINE PRESSURE J 4 1 EXCEEDS 125 PSI OR WHERE TEMPERATURE EXCEEDS 100 F. 0 3 CJI CITY X2O 40 I 8. SEETHE EQUIPMENT PLAN FOR LOCATION. WATER SEE DETAIL '12 THIS SHEET FOR BUNDLE ® ® ®® - ...... SUPPLY -9. DETAILS DRINK COUNTER 1 CARBONATOR MOTOR I I "Y" FOR ICE MACHINES SUPPLY LINES DRINK I I VALVEOFF - C 1/21.D. LINE 10. SHALL BE INSTALLED W FILTER OUTLET. Imum COUNTER I I WATER BACKFLOW PREVENTERS FOR FILTER 13� REGULATOR GULATOR- 11. ASSEMBLY ARE PROVIDED. I• I � I ��I I I�j' - SI 2 I SYRUP [SYRUP SYRUP v BULK CO2 TANK - I 9-- _ THERE ARE "fW0 SELF -SERVE DRINK/ICE HI SYSTEMS WHICH SHARE A COMMON FLOOR WATER FILTER SINK WI"(I-I (HE U%f DRINK/ICE SYSTEM. SYRUP SYRUP SYRUP I I I j --/ I CARBONATOR ��j j CO2 SECONDARY I MOTOR- REGULATOR NOTE INSTALL ELECTRICAL, WATER, AND DRAIN IN SYRUP SYRUP SYRUP 90-100 PSI ACCORDANCE WITH ALL LOCAL, STATE & FEDERAL CODES. EQUIPMENT RATING OPENING IN WALL FOR DINING ROOM WATER TO /�, SYRUP BUNDLE CHEESE MELTER `J INCLUDES 17 TEST SYRUP GATE PORT SYRUP VALVE WATER FROM ------- WATER DRINK DRAIN LINE. SEE 19/A6.4La... DRAIN SOFTENER - SYSTEM 1 PRIOR TO WATER HTR. ED300 DISPENSER -I 4.0 AMPS ' PREFILTER SELF -SERVE DRINK S2g4 I I I LINE AFTER PRESSURE REGULATOR SHALL BE 3/8" PLASTIC LINE CONNECTING AT THE TOP OF THE PRODUCTION LINE UTILITY CHASE. PRESSURE REGULATOR PRESSURE GAUGE SHUT-OFF VALVE CARTRIDGE R.O. STORAGE m Ir MEMBRANE TANK J J LCDLL CD WASTEWATER INDIRECT TO Q FLOOR SINK/HUB DRAIN REVERSEOIS SYSTEM N.T,S. REMOTE REMOTE ROODENS ROOFFOP GENERAL NOTES: CONDENSER CONDENSER 1. OVERALL FILTER DIMENSIONS: REFRIGERANT REFRIGERANT 10 21" WIDE x 12" DEEP x 481/2" HIGH LINES -_` LINES © ROOF 2. SEE DETAIL SCOPE OF WORK FOR SCOPE All DEFINITIONS. 3. ROUGH -INS SHALL BE PROVIDED BY THE CONTRACTOR. O O 4. INSTALLATION MUST COMPLY WITH ANY CEILING STATE OR LOCAL PLUMBING CODES. ` �;, 5. THE FILTER MUST BE PROTECTED AGAINST WSJ ICE MACHINE �°J Q 0 11 FREEZING. FRUITISTA DRINK 6. USE ONLY TEFLON (HIGH -LOW ICE MACHINE MACHINE DISPENSER 2 TEMPERATURE) TAPE TO SEAL THREADED DRINK ICE'TEAQX2 PARTS; NO PIPE DOPE. DISPENSER BREWER�� . 7. DO NOT INSTALL WHERE LINE PRESSURE J 4 1 EXCEEDS 125 PSI OR WHERE TEMPERATURE EXCEEDS 100 F. 0 3 CJI CITY X2O 40 I 8. SEETHE EQUIPMENT PLAN FOR LOCATION. WATER SEE DETAIL '12 THIS SHEET FOR BUNDLE ® ® ®® - ...... SUPPLY -9. DETAILS DRINK COUNTER 1 CARBONATOR MOTOR I I "Y" FOR ICE MACHINES SUPPLY LINES DRINK I I VALVEOFF - C 1/21.D. LINE 10. SHALL BE INSTALLED W FILTER OUTLET. Imum COUNTER I I WATER BACKFLOW PREVENTERS FOR FILTER 13� REGULATOR GULATOR- 11. ASSEMBLY ARE PROVIDED. I• I � I ��I I I�j' - SI 2 I SYRUP [SYRUP SYRUP v BULK CO2 TANK - I 9-- _ THERE ARE "fW0 SELF -SERVE DRINK/ICE HI SYSTEMS WHICH SHARE A COMMON FLOOR WATER FILTER SINK WI"(I-I (HE U%f DRINK/ICE SYSTEM. SYRUP SYRUP SYRUP I I I j --/ I CARBONATOR ��j j CO2 SECONDARY I MOTOR- REGULATOR NOTE INSTALL ELECTRICAL, WATER, AND DRAIN IN SYRUP SYRUP SYRUP 90-100 PSI ACCORDANCE WITH ALL LOCAL, STATE & FEDERAL CODES. EQUIPMENT RATING OPENING IN WALL FOR DINING ROOM DISPENSER SYRUP BUNDLE ICEMAKER INCLUDES 17 SYRUP SYRUP SYRUP Q ED250 DISPENSER - '1 15V, 3.5 AMPS DRINK DRAIN LINE. SEE 19/A6.4La... DRAIN DRAIN SYSTEM 1 ED300 DISPENSER -I 4.0 AMPS ' SELF -SERVE DRINK S2g4 I I I CARBONATOR - 1 15V, 60 Hz, 7.0 AMPS FLOOR SINK BAG N BOX RACK BOOSTER ASSEMBLY - 115V. 60 Hz, 6.5 AMPS DINING ROOM DRIVE THRU BACK{ ROOM KEY NOTES: 3/8" Cot LINE 3/8" SYRUP LINES �J BUNDLED TUBING CEILING CD PRE-SET Cot REGULATOR 3/8" SHUT OFF VALVES 11 3/8" FILTERED 12 3/8" LINE FOR 13 ELECTRICAL FOR DRINK PENS I HA TION. SEE DETAIL 18/A6.4 BARB FITTINGS WATERLINE - ICE TEA, PRESSURIZE FILTERED SYSTEM. SEE SHEET E3.0 2 3/8" FILTERED 4 1/2 X 3/8 X 3/8 "Y" 6 STAINLESS CHASE RECESSED 4" DIA, PVC FRUITISTA & DRINK WATER �� .0 (� 10 DRINK SYSTEM BUNDLED WATER LINE - SURFACE MOUNTED FROM VERTICAL CHASE FOR DRINK TUBING. SEE DETAIL MACHINES o ICE MACHINES CEILING TO TOP OF ICE SYSTEM BUNDLED TUBING 12/P6.0 MACHINE SYSTEM. SEE DTL. 15/A6.4 r° CO2 LINE TO D/T DRINK DISPENSER l I------------------------------------C FILTERED WATER LINE I TO SP DRINK FROZEN I DISPENSER BEVERAGE , I I.� DISPENSER I I , j I I I I 3/8" x 1/4" SHUT j OFF VALVE U U(0 I I TEE OFF FROM D/T i ; 3/8" FILTERED DRINK DISPENSER WATER LINE FILTERED WATER LINE I !------- �------ -------� AND RUN TO FBD I I I I IF TUBES ARE EXPOSED PROVIDE SEE 11/P6.0 FOR PLUMBING TEE OFF FROM D/T FILTERED WATER I STAINLESS STEEL WALL COVER I I CONNECTIONS OF ADDITIONAL I I DRINK DISPENSER CO2 j ; AND CO2 LINES VIA I j EQUIPMENT TO FILTER SYSTEM, LINE AND RUN TO FBD i 3/8" CO2 LINE SYRUP BUNDLE I • IL------------------------------------------------ ------------------------- I CO2 LINE I ----------------- WATER LINE L._._....... ...... ...... ------ ...... ...... ------ _._._.-.-.-._._._._.J DRINK SYSTEM SCHEMATIC DETAIL N. T.S. 9' N*" SYSTEM E ATI N.T.S. CO2 FOR FAST GATE CALE-OUT TO ICE SYRUP MACH. -- _- SCALE -OUT ATER LINE TO ICE SYRUP TO CARR. MACH. ATER LIN -� TO -- - NUN-CARB WATER LINE APER LIN _ TO CARB. f0 SYRUP NON-CARB SYRUP SYRUP SYRUP SYRUP SYRUP SYRUP SYRUP NON -INSULATED SYRUP BUNDLE INCLUDES 17 LINES ccnn DRIVE-THRU DRINK Q SYRUPBUNDLE CONFIGURATION SUPPLY MAIN FROM METER ----------------------------------- SURFLO DRINK/ ICE FILTRATION <S286 -------- VALVE MANIFOLD I I it DRIVE-THRU ICE MACHINE S513 I I SELF -SERVE S513 ICE MACHINE I � I I I II - BUNN HOT WATER P450 IN-LINE POLY FILTER - UTILITY - TOILET ROOMS / GENERAL KITCHEN (COLD) ' ---------------------- - POWER SOAK @ 3 COMP. SINK -^N040 I WATER PREP LINES P311 i I I r! HEATER RETHERMALIZER C105 8215 UTILITY - GENERAL KITCHEN - -----------------------------------(HOT) ----------------------------- LEGEND Nxxx KITCHEN EQUIPMENT /7 FLOW ARROW (SHEET A2.0) N POINT OF CONNECTION (PEPSI) o . -- i SYSTEM W L --------- J Af), nninrr nc n�n,nicnrir�ni rnn F I WATERFILTRATION E ATI N.T.S. FACE OF SINK j NOTE: 6 1/2" PIPING SHALL BE HARD COPPER LINE, OR BRAIDED STAINLESS HOSE. SOFT COPPER IS NOT ACCEPTABLE. WALL i 1/2" SWEAT/ 3/8" COMPHESSION f 1/2" COPPER LINE FROM MIXING VALVE ABOVE 1/2" SWEAT W/ 1/2" MALE ADAPTER 1/2" ANGLE STOP VALVE 1/2" HARD COPPER LINE TO SINK 1/2" WALL STRAP 1/2" SWEAT ELBOW SINGLE FOOT PEDAL 1/4" X 3" TAPCON HEX HEAD SCREW 1/2" SWEAT W/ 1/2" MALE ADAPTER z I FOOT PAL N.T.S. I 7 1 WALL LAVATORY FLOOR MOUNT UPRIGHT SUPPORT 4x4 WELDED BASE PLATE W/ (4)'1/2" HILTI KWIK BOLT II OR EQUAL FINISH FLOOR 0 O LL. LAVATORY nf;4 MAY EXTEND AS A WASTE OR VENT WALL CLEANOUTDETAIL CW SUPPLY - GAS SUPPLY HW SUPPLY_RINNAI R94LSi i PRESSURE RELIEF -- VALVE - SHUT OFF VALVE Y- STRAINER (TYP.) WATER HEATERN.T.S. ALL WORK THIS DETAIL PER DETAILS 6, 11 & 12/P6.0 FILTER LINE F1 SUPPLIES FILTER LINE F2 SUPPLIES BUNDLED TUBE BY PEPSI BUNDLED TUBE BY PEPSI 1. DRIVE THRU DRINK STATION 1. ICE MACHINES 2. SELF SERVE DRINK STATION WF32-N13-22-003 WATER BOOST MODULAR FILTRATION (WBMF) SYSTEM KEY NOTES: 3/4" COLD WATER INLET TO 1/2" COPPER LINE AND FITTINGS AT FILTER. 2 3/4" OUTLET W/ INTEGRAL BACKFLOW PREVEN TER, EQUAL TO WATTS REGULATOR CO. SERIES 007 AND SERVICE BALL VALVE. GENERAL NOTES: 1, OVERALL DIMENSIONS 21" WIDE x 12" DEEP x 48 1/2" HIGH 2. SEE SCOPE OF WORK FOR ADDITIONAL INFORMATION. 3, INSTALLATION MUST COMPLY WITH STATE OR LOCAL PLUMBING CODES. 4. THE UNIT MUST BE PROTECTED AGAINST FREEZING. 5. USE ONLY TEFLON (HIGH -LOW TEMPERATURE) TAPE TO SEAL THREADED PARTS; NO PIPE DOPE, 6. DO NOT INSTALL WHERE LINE PRESSURE EXCEEDS '125 PSI OR WHERE TEMPERATURE EXCEEDS 100 F. 7. SEE SHT. A2.0 FOR LOCATION, WATER R FLT R SYSTEM N.T.S. i Tj � ct- u0 Cil t N O) Cil CO L0 O L(7 N CO CJ U) (10 � Cil CO c- (D (J) (J) _ > O O Lo Z O a �. <f LID 0r . (ll U UJ �r c.). �! 4,. Lj_j w Ld z c) 0 LL -1 L�) ' Co cl\l U) U 0 f cr- I �r ON +, 4 CSI O''� v tll r . CV c+ll, O LO =7 N V) 0- '4- r.� I °' z°r ; • X10 44643Ij STATE �si�OBFif3]?ayyAYl,�OASE PLORIghRCa°44643 0 I U CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: , STORE NUMBER: LIS NUMBER: 201-1-032 TACO BELL 2700 S. ORLANDO DR. SANFORD, FL 32773 T-bOTBRB r � ✓: P.�i T �-.1: DRIVE-THRU DRINK S285 SYSTEM 1 SELF -SERVE DRINK S2g4 I I I SYSTEM I CARBONATOR 15570 1 I CARBONATOR 2 5570 I i ICED TEA BREWER S546 FROZEN BEVERAGE 5639 's, SEE 11/P6.0 FOR PLUMBING DISPENSER CONNECTIONS OF ADDITIONAL I EQUIPMENT TO FILTER SYSTEM. { 11 DRY PRODUCTION LINE P311 CHEESE MELTER c I L I I U) � I I d I I � I I I II - BUNN HOT WATER P450 IN-LINE POLY FILTER - UTILITY - TOILET ROOMS / GENERAL KITCHEN (COLD) ' ---------------------- - POWER SOAK @ 3 COMP. SINK -^N040 I WATER PREP LINES P311 i I I r! HEATER RETHERMALIZER C105 8215 UTILITY - GENERAL KITCHEN - -----------------------------------(HOT) ----------------------------- LEGEND Nxxx KITCHEN EQUIPMENT /7 FLOW ARROW (SHEET A2.0) N POINT OF CONNECTION (PEPSI) o . -- i SYSTEM W L --------- J Af), nninrr nc n�n,nicnrir�ni rnn F I WATERFILTRATION E ATI N.T.S. FACE OF SINK j NOTE: 6 1/2" PIPING SHALL BE HARD COPPER LINE, OR BRAIDED STAINLESS HOSE. SOFT COPPER IS NOT ACCEPTABLE. WALL i 1/2" SWEAT/ 3/8" COMPHESSION f 1/2" COPPER LINE FROM MIXING VALVE ABOVE 1/2" SWEAT W/ 1/2" MALE ADAPTER 1/2" ANGLE STOP VALVE 1/2" HARD COPPER LINE TO SINK 1/2" WALL STRAP 1/2" SWEAT ELBOW SINGLE FOOT PEDAL 1/4" X 3" TAPCON HEX HEAD SCREW 1/2" SWEAT W/ 1/2" MALE ADAPTER z I FOOT PAL N.T.S. I 7 1 WALL LAVATORY FLOOR MOUNT UPRIGHT SUPPORT 4x4 WELDED BASE PLATE W/ (4)'1/2" HILTI KWIK BOLT II OR EQUAL FINISH FLOOR 0 O LL. LAVATORY nf;4 MAY EXTEND AS A WASTE OR VENT WALL CLEANOUTDETAIL CW SUPPLY - GAS SUPPLY HW SUPPLY_RINNAI R94LSi i PRESSURE RELIEF -- VALVE - SHUT OFF VALVE Y- STRAINER (TYP.) WATER HEATERN.T.S. ALL WORK THIS DETAIL PER DETAILS 6, 11 & 12/P6.0 FILTER LINE F1 SUPPLIES FILTER LINE F2 SUPPLIES BUNDLED TUBE BY PEPSI BUNDLED TUBE BY PEPSI 1. DRIVE THRU DRINK STATION 1. ICE MACHINES 2. SELF SERVE DRINK STATION WF32-N13-22-003 WATER BOOST MODULAR FILTRATION (WBMF) SYSTEM KEY NOTES: 3/4" COLD WATER INLET TO 1/2" COPPER LINE AND FITTINGS AT FILTER. 2 3/4" OUTLET W/ INTEGRAL BACKFLOW PREVEN TER, EQUAL TO WATTS REGULATOR CO. SERIES 007 AND SERVICE BALL VALVE. GENERAL NOTES: 1, OVERALL DIMENSIONS 21" WIDE x 12" DEEP x 48 1/2" HIGH 2. SEE SCOPE OF WORK FOR ADDITIONAL INFORMATION. 3, INSTALLATION MUST COMPLY WITH STATE OR LOCAL PLUMBING CODES. 4. THE UNIT MUST BE PROTECTED AGAINST FREEZING. 5. USE ONLY TEFLON (HIGH -LOW TEMPERATURE) TAPE TO SEAL THREADED PARTS; NO PIPE DOPE, 6. DO NOT INSTALL WHERE LINE PRESSURE EXCEEDS '125 PSI OR WHERE TEMPERATURE EXCEEDS 100 F. 7. SEE SHT. A2.0 FOR LOCATION, WATER R FLT R SYSTEM N.T.S. i Tj � ct- u0 Cil t N O) Cil CO L0 O L(7 N CO CJ U) (10 � Cil CO c- (D (J) (J) _ > O O Lo Z O a �. <f LID 0r . (ll U UJ �r c.). �! 4,. Lj_j w Ld z c) 0 LL -1 L�) ' Co cl\l U) U 0 f cr- I �r ON +, 4 CSI O''� v tll r . CV c+ll, O LO =7 N V) 0- '4- r.� I °' z°r ; • X10 44643Ij STATE �si�OBFif3]?ayyAYl,�OASE PLORIghRCa°44643 0 I U CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: , STORE NUMBER: LIS NUMBER: 201-1-032 TACO BELL 2700 S. ORLANDO DR. SANFORD, FL 32773 T-bOTBRB r � ✓: P.�i T �-.1: NOT USED NOT USED r; C 3/4" C. -2 #10, #10 GRD. (TYP. FOR ENTIRE CIRCUIT.) DIRECTIONAL SIGN. (OPTIONAL) MENU BOARD. REFER TO DETAILS 2&10/C1,0AND 16/E1.0. C� PYLON SIGN. UNDERGROUND ELECTRIC SERVICE TO UTILITY CO. TRANSFORMER. REFER TO CIVIL SHEETS FOR LOCATION AND ROUTING, VERIFY AND COORDINATE ALL REQUIREMENTS WITH UTILITY CO. C UNDERGROUND TELEPHONE SERVICE. REFER TO CIVIL SHEETS FOR LOCATION AND ROUTING. VERIFY AND COORDINATE ALL REQUIREMENTS WITH UTILITY CO. CHID ORDER CONFIRMATION BOARD/ SPEAKER POST. ILLUMINATED CLEARANCE BAR. REFER TO DETAILS 14/C -I.1 & 16/E6.0. IRRIGATION PUMP RE: CIVIL FOR EXACT LOCATION. 0 A A CONTRACT DATE: 3.16.11 -� f t) ('\I d- co --r cel Aug09-N No 44643 0) rl--) r\l (fi 6) (3) • • �3: STATE OF�-- • 1 tea; Lr) + aaa 9oayo ROBERT WAYNE CASE O 0 (j 0) 0) C) Lf) N (9 (D (3) (XD LLQ CSI Q0 C p i .r O) p7 E _, z r% `n 0 n Q) z � �— fz �- w -F- < < w 0 A A CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N No 44643 STORE NUMBER: • • �3: STATE OF�-- • 1 tea; + aaa 9oayo ROBERT WAYNE CASE FLORIDA PE. #44643 0 0 0 A A CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL. 2700 S. ORLANDO DR, SANFORD, FL 32773 mmmAu T-b07-BRB ■ PLOT DATE: 'All NATIONAL ACCOUNTS: SWITCHGEAR INSTALL STANDARD PACKAGE. SUPPLY and INSTALL NON-STANDARD COMPONENTS. CORPORATE DEVELOPMENT FRANCHISE DEVELOPMENT YUM SYSTEM CORPORATE NATIONAL ACCOUNT AGREEMENT IS WITH GEXPRO YUM SYSTEM FRANCHISE SUPPLY OF ELECTRICAL SWITCHGEAR EQUIPMENT IS (formally GE Supply) FOR THE SUPPLY AND DISTRIBUTION OF ELECTRICAL FROM ACCUSERV. SWITCHGEAR EQUIPMENT FOR COMPANY DEVELOPMENT ONLY. FRANCHISEES SHOULD NOT OBTAIN SWITCHGEAR FROM GEXPRO BECAUSE THE ACCUSERV SWITCHGEAR IS TO BE PURCHASED THROUGH APPROVED THE UFPC AGREEMENTS DESIGNED TO PROTECT FRANCHISEES HAVE NOT YUM SYSTEM DISTRIBUTION. THE GENERAL CONTRACTOR IS RESPONSIBLE BEEN COMPLETED (see Franchise Development Option). FOR INSTALLATION OF THE SYSTEMS DESCRIBED IN THE PLANS. FRANCHISEES SHOULD CONTACT THEIR APPROVED YUM SYSTEM UNDER THIS AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR DISTRIBUTOR FOR A PRICE QUOTE AND A BILL OF MATERIAL CONFIRMATION PURCHASE AND INSTALLATION OF THE SYSTEMS DESCRIBED IN THE PLANS. FOR THEIR SPECIFIC PROJECT. SEE THE SWITCHGEAR SECTION IN THE ALL COMPANY PROJECTS MUST CALL GEXPRO's NAI'IONAL ACCOUNT SCOPE OF WORK FOR ADDITIONAL INFORMATION. DEPARTMENT FOR A PRICE QUOTE AND A BILL OF MATERIAL CONFIRMATION FOR THEIR SPECIFIC PROJECT. SEE THE SWITCHGEAR SECTION IN THE PRIMARY CONTACT: BUDDY BOCKWEG SCOPE OF WORK FOR ADDITIONAL INFORMATION. PHONE: (877) 707-7378 FAX: (502) 961-0357 PRIMARY CONTACT: MIKE URKOSKI EMAIL: buddy@accuserv.com PHONE: (630) 718-6529 FAX: (630) 718-6567 THE ACCUSERV SWITCHGEAR PACKAGE CONSISTS OF SERVICE ENTAIL: mike. urkoski@gexpro.com ENTRANCE, SWITCHGEAR, MAIN PANELS, SUB PANELS, LIGHTING CONTACTORS AND ALL ASSOCIATED PRODUCTS TO COMPLIMENT THE THE GEXPRO SWITCHGEAR PACKAGE CONSISTS OF SERVICE SWITCHGEAR PACKAGE. ENTRANCE, SWITCHGEAR, MAIN PANELS, SUB PANELS, AND LIGHTING CONTACTORS. GEXPRO IS ALSO ABLE TO SUPPLY A FULL LINE OF BE PREPARED AT TIME OF ORDER OR QUOTE REQUEST TO PROVIDE ALL GEXPRO AND NON-GEXPRO PRODUCTS TO COMPLIMENT THE PROJECT DETAILS REGARDING SPECIFICATIONS AND QUANTITIES AS SITE SWITCHGEAR PACKAGE. SPECIFIC DESIGN MAY NOT MATCH PROTOTYPICAL DESIGN. BE PREPARED AT TIME OF ORDER OR QUOTE REQUEST TO PROVIDE ALL NOTE: THE SITE -ADAPT CONSULTANT IS RESPONSIBLE FOR DETERMINING IF PROJECT DETAILS REGARDING SPECIFICATIONS AND QUANTITIES AS SITE THE SITE-SPECIFIC SWITCHGEAR PACKAGE FALLS WITHIN AN SPECIFIC DESIGN MAY NOT MATCH PROTOTYPICAL DESIGN. EASTERN REGION ORA WESTERN REGION JURISDICTION. NOTE: THE SITE -ADAPT CONSULTANT IS RESPONSIBLE FOR DETERMINING IF THE SITE-SPECIFIC SWITCHGEAR PACKAGE FALLS WITHIN AN c, EASTERN REGION OR A WESTERN REGION JURISDICTION. HHH®®H MAIN MAIII 1 OF 6 40F 1WAY 201`6 iQE6 VIATF MAIN 30F6 6OF6 H®HH® UNDERGROUND FEEDERS OR SURE R V, 30, 4W CU 22KAIC, VT TRANSFORMER (CT) D METER SOCKET PER 3 UTILITY CO. SPEC. INCOMING SERVICE LATERAL TO UTILITY TRANSFORMER PANELS "A", "B", "D" "H" & DUAL -LINE EQUIPMENT CABINET NOTE: CONFIRM DIMENSIONS WITH SUPPLIER 3/4"C-1 #3/0 CU BOND TO CONCRETE ENCASED REBAR PER N.E.C. ARTICLE 250.52 (A) (3) CONCRETE-------� ENCASED REBAR (MIN. 20'-0") CADWELD EXOTHERMIC CONNECTION #6 CU `MSB`( OFFICE T.T.B. INSTALL 120/208W30/4W/600A, CURRENT TRANSFORMER (CT) CAN 1 #3/0 CU EQUIP. BOND 5 AND METER SOCKET PER SERVING SINGLE POINT PER N.E.C. ARTICLE UTILITY COMPANY SPECIFICATIONS. GROUND 250.92 - - - - - - "MSB" - - - - 3/4"C-1 #3/0 CU BOND TO - COLD WATER PIPE PER N.E.C. ARTICLE 250.52 (A) (1) AND 250.53 (D) 3/4"C-1 #3/0 CU GND PER N.E.C. ARTICLE 250.66 - 1 v LU1;Hu rHONE SERVICE SERVICE ENTRANCE EQUIPMENT ELEVATI r EAST COAST PAC GI 2X4 FLUORESCENT FIXTURE NL NIGHT LIGHTFUSIBLE DISCONNECT SWITCH WITH STARTER OS CEILING MOUNTED SPEAKER 2X4 FLUORESCENT FIXTURE Lo DISCONNECT SWITCH b WITH BATTERY PACK WALL MOUNTED SPEAKER ' NON-FUSED DISCONNECT SWITCH OO JUNCTION BOX -� 1X4 FLUORESCENT FIXTURE WALL MOUNTED JUNCTION BOX PC PHOTOCELL ® 1X4 FLUORESCENT FIXTURE TELEPHONE OUTLET RS RAIN SENSOR I� - WITH BATTERY PACK DEDICATED GROUNDED OUTLET FLUORESCENT WALL MOUNT FIXTURE DUPLEX GROUNDED OUTLET O DOWNLIGH T FIXTURE DOUBLE DUPLEX GROUNDED OUTLET EMERGENCY LIGHT SUSPENDED DOWNLIGHT FIXTURE GROUND FAULT DUPLEX OUTLET SINGLE POLE, SINGLE THROW PENDANT MOUNTED LIGHT FIXTURE` GROUND FAULT DUPLEX W/ BOTT. HALF SWITCHED TOGGLE SWITCH GROUND FAULT DEDICATED OUTLET PENDANT LIGE-IT FIXTURE P SINGLE POLE, SINGLE THROW TOGGLE TRACK MOUNTED ® CEILING DUPLEX OUTLET $ SWITCH W/ PILOT LIGHT DIRECTIONAL FIXTURE 'p- DUPLEX ISOLATED GROUND OUTLET RI RELAY FIXTURE, TRACK MOUNTED DOUBLE DUPLEX ISOLATED GROUND OUTLET DIRECTIONAL FIXTURE, DEDICATED ISOLATED GROUND —-------" CONDUIT RUN, UNDERGROUND TRACK MOUNTED TO W V UNDERSIDE OF INTERIOR CANOPY SPECIAL PURPOSE OUTLET Q SMOKE DETECTOR l' COOLER FIXTURE CEILING SPECIAL PURPOSE OUTLET EX FERIOR WALL FIXTURE ELECTRICAL PANEL. SEE tJ SHEET E2.1 FOR PANEL SCHED. EXIT SIGN (WALL MOUNTED) [ ] HOLD UP EMERGENCY BUTTON EI EXTERIOR DECORATIVE WALL FIXTURE EXIT SIGN (CEILING MOUNTED) ELECTRICAL MOTOR EXTERIOR DECORATIVE WALL FIXTURE Sf� SECURITY STROBE DUCT MOUNTED SMOKE DETECTOR WPG WEATHERPROOF GROUND FAULT [c CONNECTION TO EQUIPMENT ELECTRICAL LEGEND V -600A BUS, 120/208V, 30, 4W CU 22KAIC 3P 15-OAT /� ' 3P AT ) 3P AT X31` )CD #1 - #2 _ #3 J�_J #4�-GJ CD - DUAL -LINE EQUIPMENT CABINET SEE KEYNOTE 6/E2.1 FOR VARIATIONS. (FURNISHED BY OTHERS) C DI '1, THERE SHALL BE U.L. LISTED SERIES RATING BETWEEN CKT. BREAKERS LOCATED AT THE DISTRIBUTION PANEL AND THE DOWNSTREAM 10k A.I.C. RATED CIRCUIT BREAKERS AT PANELS "A'"B" "D" & DUAL -LINE EQUIPMENT CABINET BASED ON THE MAXIMUM FAULT CURRENT AS DETERMINED AT THE SERVICE ENTRANCE. 2. THE NFPA-70'SIX SWITCH' MAXIMUM RULE SHALL APPLY AT THE POINT AT WHICH THE SERVICE ENTERS THE BUILDING AS DEFINED BY NFPA-70 (CURRENT EDITION IN FORCE AT THIS SITE). NOTIFY ENGINEER WHERE LOCAL CONDITIONS REQUIRE ALTERNATE LOCATIONS OR SINGLE POINT DISCONNECT, 3. SEE SCOPE OF WORK FOR DETAILS REGARDING OWNER SUPPLIED AND/OR INSTALLED PRODUCTS. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL OTHER ASPECTS OF THE PROJECT 4. IF UTILITY COMPANY PROPOSES A SERVICE DIFFERENT FROM THAT ILLUSTRATED, CONTACT THE CONSTRUCTION ENGINEER FOR A DECISION BEFORE PROCEEDING. COORDINATE AVAILABLE SHORT CIRCUIT CURRENT W/ LOCAL UTILITY AND PROVIDE CIRCUIT BREAKERS W/ SUFFICIENT INTERRUPTING CAPACITY. 5. COORDINATE CT METERING COMPARTMENT SIZE WITH LOCAL UTILITY COMPANY, THE LOCAL ELECTRICAL INSPECTOR AND THE NATIONAL ELECTRICAL CODE TO MEET ALL REQUIREMENTS BEFORE PURCHASE AND INSTALLATION. NEW METER BY LOCAL UTILITY COMPANY. G. ALL WIRING SHOWN SHALL BE COPPER TYPE "THHN/THWN" EXCEPT FEEDERS FROM UTILITY TRANSFORMER TO SWITCH BOARD MAY BE ALUMINUM, 7, ARMOR CABLE ACCEPTABLE FOR THE LAST U-0" FROM A JUNCTION BOX TO LIGHT FIXTURES. ARMOR CABLE IS NOT ALLOWED FOR NON -ACCESSIBLE FLOORS, WALLS AND CEILINGS. ELECTRICAL SERVICE SHALL BE 600 AMP, 120/208V, 30, 4W. SINGLE LINE DIAGRAM C DI WIRE ISOLATED GROUND TO ISOLATION GROUND BUS IN PANEL AND LAND ISOLATED GROUND TO SINGLE POINT GROUND. "DO NOT COMBINE COMMON GND TO ISOLATED GROUhID" :_/ 6 BUILDING MAIN DISCONNECT FOR THIS SERVICE: (MAXIMUM 6 MAINS PER N.E.C) LABEL EACH MAIN BREAKER AS INDICATED: "MAIN 1 OF 6" (ENGRAVED LETTERS x 3/4" HIGH) "MAIN 2 OF 6" "MAIN 3 OF 6" "MAIN 4 OF 6" "MAIN 5 OF 6" "MAIN 6 OF 6" 3 EQUIPMENT CABINET IS FURNISHED WITH MAPS LINE. PROVIDE 2" CONDUIT STUBBED INTO BUILDING FROM LATERAL POLE FOR TELEPHONE. •-_J VERIFY AVAILABLE FAULT CURRENT AT SERVICE ENTRANCE WITH THE UTILITY CO. AND PROVIDE "AIC" RATING AS REQUIRED, D (3) 5/8" DIA. x 10'-0" COPPER CLAD GROUND RODS. INSTALL 10'-0" APART AND CONNECT GROUND SYSTEM PER N.E.0 ARTICLE 250. INSTALL UNDERGROUND SERVICE LATERAL TO UTILITY TRANSFORMER PER SERVING UTILITY COMPANY SPECIFICATIONS. (2) 3-1/2"C - 4#350 KCMIL IN EACH TO PAD MOUNT TRANSFORMER, GC / ELECT. CONTRACTOR SHALL COORDINATE SERVICE POLES PER LOCAL UTILITY CODE. IF ALUMINUM CONDUCTORS ARE USED PROVIDE (2) 3-1/2"C - 4#500 KCMIL IN EACH. PROVIDE DISCONNECT IS ONE IF NOT BUILT INTO THE SWITCHGEAR. KEY NOTES W. �:' �L' p1` co • No 44643 ° rjc 2E STATE OF 41J i n J 1 •, 1, • � O R I V °' 4/0 Al X11 ��fdfad ROBERT WAYNE CASE FLORIDA PE. #44643 0 ui oZ o ❑� U 06 00 z <� EO _J EO c, co _j ECJ #: 710 0 v_) c #k: DDO 0 4-,U cQ r U D U (fJ (0 (O (D (D N (rJ - DUAL -LINE EQUIPMENT CABINET SEE KEYNOTE 6/E2.1 FOR VARIATIONS. (FURNISHED BY OTHERS) C DI '1, THERE SHALL BE U.L. LISTED SERIES RATING BETWEEN CKT. BREAKERS LOCATED AT THE DISTRIBUTION PANEL AND THE DOWNSTREAM 10k A.I.C. RATED CIRCUIT BREAKERS AT PANELS "A'"B" "D" & DUAL -LINE EQUIPMENT CABINET BASED ON THE MAXIMUM FAULT CURRENT AS DETERMINED AT THE SERVICE ENTRANCE. 2. THE NFPA-70'SIX SWITCH' MAXIMUM RULE SHALL APPLY AT THE POINT AT WHICH THE SERVICE ENTERS THE BUILDING AS DEFINED BY NFPA-70 (CURRENT EDITION IN FORCE AT THIS SITE). NOTIFY ENGINEER WHERE LOCAL CONDITIONS REQUIRE ALTERNATE LOCATIONS OR SINGLE POINT DISCONNECT, 3. SEE SCOPE OF WORK FOR DETAILS REGARDING OWNER SUPPLIED AND/OR INSTALLED PRODUCTS. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL OTHER ASPECTS OF THE PROJECT 4. IF UTILITY COMPANY PROPOSES A SERVICE DIFFERENT FROM THAT ILLUSTRATED, CONTACT THE CONSTRUCTION ENGINEER FOR A DECISION BEFORE PROCEEDING. COORDINATE AVAILABLE SHORT CIRCUIT CURRENT W/ LOCAL UTILITY AND PROVIDE CIRCUIT BREAKERS W/ SUFFICIENT INTERRUPTING CAPACITY. 5. COORDINATE CT METERING COMPARTMENT SIZE WITH LOCAL UTILITY COMPANY, THE LOCAL ELECTRICAL INSPECTOR AND THE NATIONAL ELECTRICAL CODE TO MEET ALL REQUIREMENTS BEFORE PURCHASE AND INSTALLATION. NEW METER BY LOCAL UTILITY COMPANY. G. ALL WIRING SHOWN SHALL BE COPPER TYPE "THHN/THWN" EXCEPT FEEDERS FROM UTILITY TRANSFORMER TO SWITCH BOARD MAY BE ALUMINUM, 7, ARMOR CABLE ACCEPTABLE FOR THE LAST U-0" FROM A JUNCTION BOX TO LIGHT FIXTURES. ARMOR CABLE IS NOT ALLOWED FOR NON -ACCESSIBLE FLOORS, WALLS AND CEILINGS. ELECTRICAL SERVICE SHALL BE 600 AMP, 120/208V, 30, 4W. SINGLE LINE DIAGRAM C DI WIRE ISOLATED GROUND TO ISOLATION GROUND BUS IN PANEL AND LAND ISOLATED GROUND TO SINGLE POINT GROUND. "DO NOT COMBINE COMMON GND TO ISOLATED GROUhID" :_/ 6 BUILDING MAIN DISCONNECT FOR THIS SERVICE: (MAXIMUM 6 MAINS PER N.E.C) LABEL EACH MAIN BREAKER AS INDICATED: "MAIN 1 OF 6" (ENGRAVED LETTERS x 3/4" HIGH) "MAIN 2 OF 6" "MAIN 3 OF 6" "MAIN 4 OF 6" "MAIN 5 OF 6" "MAIN 6 OF 6" 3 EQUIPMENT CABINET IS FURNISHED WITH MAPS LINE. PROVIDE 2" CONDUIT STUBBED INTO BUILDING FROM LATERAL POLE FOR TELEPHONE. •-_J VERIFY AVAILABLE FAULT CURRENT AT SERVICE ENTRANCE WITH THE UTILITY CO. AND PROVIDE "AIC" RATING AS REQUIRED, D (3) 5/8" DIA. x 10'-0" COPPER CLAD GROUND RODS. INSTALL 10'-0" APART AND CONNECT GROUND SYSTEM PER N.E.0 ARTICLE 250. INSTALL UNDERGROUND SERVICE LATERAL TO UTILITY TRANSFORMER PER SERVING UTILITY COMPANY SPECIFICATIONS. (2) 3-1/2"C - 4#350 KCMIL IN EACH TO PAD MOUNT TRANSFORMER, GC / ELECT. CONTRACTOR SHALL COORDINATE SERVICE POLES PER LOCAL UTILITY CODE. IF ALUMINUM CONDUCTORS ARE USED PROVIDE (2) 3-1/2"C - 4#500 KCMIL IN EACH. PROVIDE DISCONNECT IS ONE IF NOT BUILT INTO THE SWITCHGEAR. KEY NOTES W. �:' �L' p1` co • No 44643 ° rjc 2E STATE OF 41J i n J 1 •, 1, • � O R I V °' 4/0 Al X11 ��fdfad ROBERT WAYNE CASE FLORIDA PE. #44643 0 GENERAL NOTE: LIGHTING CIRCUITS INSIDE THE BUILDING SHALL BE WIRED THRU LIGHTING CONTACTORS. REFER TO DETAILS ON SHEET E6.0. vev ninTr=e. Q_D PROVIDE LOCK -ON BREAKER. 2� CIRCUITS TO BE WIRED THRU EXTERIOR LIGHTING CONTROL RELAY, SEE DETAIL 8/E6.0. FOR PARKING LOT LIGHTS AND OUTSIDE SIGNS: PROVIDE (.5) 3/4"C FROM PANEL "B" AND STUB OUT 10'-0" AWAY FROM THE BUILDING. VERIFY EXACT LOCATION OF STUB PRIOR TO ROUGH -IN. LOADS MAY VARY WITH LOCATION -- VERIFY. VERIFY OUTDOOR VOLTAGE DROP FOR ALL PARKING LIGHTING CIRCUITS. �J CIRCUITS TO BE WIRED THRU THE LIGHTING CONTROL RELAY -FRONT. SEE DETAIL 18/E6.0. 5 CIRCUITS TO BE WIRED THRU THE LIGHTING CONTROL RELAY -REAR. SEE DETAIL 14/E6.0. PANEL 'D'WILL BE SUPPLIED WITH 400A MAIN LUGS WHEN PROVIDED BY SQUARE -D (AS SHOWN, FOR FRANCHISEE DEVELOPMENT ONLY). WHEN G.E. PANELS ARE USED THE MAIN LUGS WILL BE RATED C 600A. (EAST REGION, COMPANY DEVELOPMENT ONLY) M PANEL LIGHTING (A) ** KITCHEN EQUIP. (A)kA* HVAC (A) MISCELLANEOUS (A) CONNECTED LOAD DEMAND LOAD (A) A - 46.1 - 124.21 84.53 30.15 B 134.22 - - 51.3 91.52 135.00 D 7.5 9.7 69.6 70.4 132.90 140.90 0 0 in G G r� <0 TOTAL 141.72 55.8 69.6 245.91 308.95 306.05 LOAD KEY LEGEND LOAD DESCRIPTION APPLICABLE FACTOR L LIGHTING 125% ** K KITCHEN EQUIPMENT 65% *** H HVAC 100% M MISC, EQUIPMENT 100% 0 rr) a ***KITCHEN EQUIPMENT DEMAND FACTORS PER 2008 NEC SECTION 220-20 ALLOWS FOR PERCENTAGES WITHIN EACH PANEL ACCORDING TO THE FOLLOWING EQUIPMENT QUANTITIES: 1 - 100%; 2 - 100%; 3 - 90%; 4 - 80%; 5 - 70%; 6 AND OVER - 65%. THESE PERCENTAGES DO NOT CARRY OVER INTO THE LOAD SUMMARY, WHICH IS CALCULATED AT 65% REGARDLESS. IE c` w,goo`► ��T W. �I/.'�®�vo+ ti No 44643 a� 00 CD '.3PTATE OF gee;l'0114"' r Otj ROBERT WAYNE CASE FLORIDA PE. 944643 A L A A _U 0 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL 2700 S. ORLANDO DR SANFORD, FL 32773 n Is PLOT DATE: -6 0 ('\I d- 00 v N m o, ro c\l (0 6) m L0 U r-) I 0 rr) a c) Cid CC) N (0 0 0 in G G r� <0 LL I� (\l 0 w F- w s z u � w w,goo`► ��T W. �I/.'�®�vo+ ti No 44643 a� 00 CD '.3PTATE OF gee;l'0114"' r Otj ROBERT WAYNE CASE FLORIDA PE. 944643 A L A A _U 0 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL 2700 S. ORLANDO DR SANFORD, FL 32773 n Is PLOT DATE: 1 11 1i nil a 1 -6-A A. ALL DIMENSIONS TO J -BOXES ARE FROM FACE OF STUD TO CENTER OF BOX, U.O.N B. ALL CONDUIT DROPS ARE INSIDE WALLS U.O.N. SEE ARCH. DWGS FOR WALL DIMS, C. ALL J -BOX CIRCUITS, CONDUITS, FIXTURES, ETC. SHALL BE AS INDICATED ON THE ELECT. DWGS AND SPECS, D. CONTRACTOR SHALL VERIFY UNDERGROUND CONDUIT LOCATIONS PRIOR TO POURING SLAB. J. ELECTRICAL EQUIPMENT ENCLOSURES SHALL BE NEMA -1 FOR INTERIOR AND NEMA 311 FOR EXTERIOR. IN COASTAL REGIONS THE STANDARD FOR OUTSIDE SHALL BE NEMA -4X. K. PER SECTION 210.8(B)(3) NEC 2002, ALL 15 AND 20A, 120V RECEPTACLES IN COMMERCIAL KITCHENS ARE REQUIRED TO BE GFCI PROTECTED. THIS INCLUDES ISOLATED GROUND RECEPTACLES. L. DO NOT MEASURE/LOCATE OUTLETS ON DRAWINGS. USE DIMENSIONS PROVIDED. E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THIS DATA ON THE M. CONDUIT MAY RUN UNDER SLAB AT G.C.'S DISCRETION, LOCATION OF ELECT. ROUGH -INS WITH INFO) PROVIDED ON THE ARCH. AND STRUCT, DWGS AND THE EQUIPMENT ACTUALLY SUPPLIED, AND TO CONFIRM THE CORRECTNESS OF ANY DIMENSIONS HEREIN. F. LOCATIONS OF ALL OUTLETS MAY BE RELOCATED TO NEARES I' TUD. DO NOT CUT INTO STUDS. G. FOR EXACT LOCATIONS OF KITCHEN & MECHANICAL EQUIPMENT" AND POINTS OF CONNECTION, REFER TO KITCHEN & MECHANICAL EQUIPMENT DRAWINGS AND MANUFACTURER'S SHOP DRAWINGS. H. ALL CIRCUIT FEEDERS AND DISCONNECTS SHALL BE SIZED BY NEC. I. CONTRACTOR SHALL VERIFY CIRCUIT BREAKER, DISCONNECT SWITCH, STARTER fER AND FUSE SIZES WITH SELECTED EQUIPMENT MANUFACTURER'S SHOP DRAWINGS PRIOR TO PLACING ORDER AND PROVIDE EVERYTHING AS REQUIRED. POWER PLAN GENERAL NOTES vxaeex. m- — nara 9nmz 1� REFER TO ROOF PLAN. INSTALL IN CONDUIT RUNNING ON SURFACE OF KITCHEN SIDE OF CABINETRY REAR WALL. CONNECT MAPS LINE CIRCUIT BREAKER PANEL VIA UTILITY CHASE IN CEILING TO A 3 POLE, 200 AMP CIRCUIT BREAKER IN MAIN SWITCHBOARD. SEE SHEET E2.0. VERIFY ALL REQUIREMENTS WITH ACTUAL EQUIPMENT SPECIFIED. THE MANUFACTURER WILL FULLY PRE -WIRE THE COMPLETE MAPS LINE AT THE FACTORY, THE UNITS WILL THEN BE PULLED APART FOR SHIPPING PURPOSES. ALL CONNECTION POINTS WILL BE MARKED. THE CONDUIT RUNS WILL BE COILED UP FOR FIELD INSTALLATION. SOME ELECTRICAL COMPONENTS MAY BE REMOVED FOR EASE OF DISASSEMBLING THE LINE-UP. THE ELECTRICAL CONTRACTOR WILL BE FULLY RESPONSIBLE FOR MAKING THE PROPER FIELD CONNECTIONS FROM THE ROUGH -IN LOCATION TO THE MANUFACTURER PROVIDED BREAKER PANEL BOX. IN ADDITION, THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR ANY SPLICE POINTS AND/OR JUNCTION BOXES THAT NEED TO BE RECONNECTED. SOME ELECTRICAL COMPONENT ASSEMBLY MAY ALSO BE REQUIRED. ® EQUIPMENT CABINET. CD INDICATES INSTA-HOT WATER HEATER LOCATION MOUNTED ON EXTERIOR OF BUILDING. INSTALL CONTROL CABLE FROM FREEZER/COOLER FAN COIL TO ROOF MOUNTED CONDENSOR. (77j LOCATE SWITCHGEAR PER GUIDELINES ON SHEET A4.1. �> PROVIDE BOON TRANSFORMER (208V, 1 -PHASE IN, 240V, 1 -PHASE OUT) FOR FROZEN BEVERAGE DISPENSER. ABOVE CEILING. 3.16.11 -(j 3 o Cil '7r 00 q (-,I Aug09-N SITE NUMBER: m O) rO L= LIS NUMBER: 2011-032 LO Ell rr) lf) cll A. ALL DIMENSIONS TO J -BOXES ARE FROM FACE OF STUD TO CENTER OF BOX, U.O.N B. ALL CONDUIT DROPS ARE INSIDE WALLS U.O.N. SEE ARCH. DWGS FOR WALL DIMS, C. ALL J -BOX CIRCUITS, CONDUITS, FIXTURES, ETC. SHALL BE AS INDICATED ON THE ELECT. DWGS AND SPECS, D. CONTRACTOR SHALL VERIFY UNDERGROUND CONDUIT LOCATIONS PRIOR TO POURING SLAB. J. ELECTRICAL EQUIPMENT ENCLOSURES SHALL BE NEMA -1 FOR INTERIOR AND NEMA 311 FOR EXTERIOR. IN COASTAL REGIONS THE STANDARD FOR OUTSIDE SHALL BE NEMA -4X. K. PER SECTION 210.8(B)(3) NEC 2002, ALL 15 AND 20A, 120V RECEPTACLES IN COMMERCIAL KITCHENS ARE REQUIRED TO BE GFCI PROTECTED. THIS INCLUDES ISOLATED GROUND RECEPTACLES. L. DO NOT MEASURE/LOCATE OUTLETS ON DRAWINGS. USE DIMENSIONS PROVIDED. E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THIS DATA ON THE M. CONDUIT MAY RUN UNDER SLAB AT G.C.'S DISCRETION, LOCATION OF ELECT. ROUGH -INS WITH INFO) PROVIDED ON THE ARCH. AND STRUCT, DWGS AND THE EQUIPMENT ACTUALLY SUPPLIED, AND TO CONFIRM THE CORRECTNESS OF ANY DIMENSIONS HEREIN. F. LOCATIONS OF ALL OUTLETS MAY BE RELOCATED TO NEARES I' TUD. DO NOT CUT INTO STUDS. G. FOR EXACT LOCATIONS OF KITCHEN & MECHANICAL EQUIPMENT" AND POINTS OF CONNECTION, REFER TO KITCHEN & MECHANICAL EQUIPMENT DRAWINGS AND MANUFACTURER'S SHOP DRAWINGS. H. ALL CIRCUIT FEEDERS AND DISCONNECTS SHALL BE SIZED BY NEC. I. CONTRACTOR SHALL VERIFY CIRCUIT BREAKER, DISCONNECT SWITCH, STARTER fER AND FUSE SIZES WITH SELECTED EQUIPMENT MANUFACTURER'S SHOP DRAWINGS PRIOR TO PLACING ORDER AND PROVIDE EVERYTHING AS REQUIRED. POWER PLAN GENERAL NOTES vxaeex. m- — nara 9nmz 1� REFER TO ROOF PLAN. INSTALL IN CONDUIT RUNNING ON SURFACE OF KITCHEN SIDE OF CABINETRY REAR WALL. CONNECT MAPS LINE CIRCUIT BREAKER PANEL VIA UTILITY CHASE IN CEILING TO A 3 POLE, 200 AMP CIRCUIT BREAKER IN MAIN SWITCHBOARD. SEE SHEET E2.0. VERIFY ALL REQUIREMENTS WITH ACTUAL EQUIPMENT SPECIFIED. THE MANUFACTURER WILL FULLY PRE -WIRE THE COMPLETE MAPS LINE AT THE FACTORY, THE UNITS WILL THEN BE PULLED APART FOR SHIPPING PURPOSES. ALL CONNECTION POINTS WILL BE MARKED. THE CONDUIT RUNS WILL BE COILED UP FOR FIELD INSTALLATION. SOME ELECTRICAL COMPONENTS MAY BE REMOVED FOR EASE OF DISASSEMBLING THE LINE-UP. THE ELECTRICAL CONTRACTOR WILL BE FULLY RESPONSIBLE FOR MAKING THE PROPER FIELD CONNECTIONS FROM THE ROUGH -IN LOCATION TO THE MANUFACTURER PROVIDED BREAKER PANEL BOX. IN ADDITION, THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR ANY SPLICE POINTS AND/OR JUNCTION BOXES THAT NEED TO BE RECONNECTED. SOME ELECTRICAL COMPONENT ASSEMBLY MAY ALSO BE REQUIRED. ® EQUIPMENT CABINET. CD INDICATES INSTA-HOT WATER HEATER LOCATION MOUNTED ON EXTERIOR OF BUILDING. INSTALL CONTROL CABLE FROM FREEZER/COOLER FAN COIL TO ROOF MOUNTED CONDENSOR. (77j LOCATE SWITCHGEAR PER GUIDELINES ON SHEET A4.1. �> PROVIDE BOON TRANSFORMER (208V, 1 -PHASE IN, 240V, 1 -PHASE OUT) FOR FROZEN BEVERAGE DISPENSER. ABOVE CEILING. FLORIDA PE. #44643 0 Immapyam CONTRACT DATE: 3.16.11 -(j 3 o Cil '7r 00 q (-,I Aug09-N SITE NUMBER: m O) rO N T) o) 6) LIS NUMBER: 2011-032 LO Q C� rr) lf) cll FT W CU AJC) m () � rte) i6)) O Ur) ? �lcJ � L O < <CLI N U < w FLORIDA PE. #44643 0 Immapyam CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL POWER FLOOR PLAN ,� ,S�` .,� w: iii i h fA� , �i THE DEDICATED POS POWER CIRCUIT REQUIRES AN ISOLATED GROUND IN ADDITION TO THE NORMAL COMMON BUILDING GROUND. THE ISOLATED GROUND WIRE SERVES TWO PURPOSES: * AS A SAFETY PATH TO GROUND. * AS A ZERO REFERENCE POINT FOR ALL POS DIGITAL LOGIC. THE GROUND MUST EXHIBIT THE LOWEST POSSIBLE IMPEDANCE TO MINIMIZE VOLTAGE TRANSIENTS AND NOISE BE SURE TO: * USE AN INSULATED CONDUCTOR FOR THE ISOLATED GROUND WIRE. * RUN THE ISOLATED GROUND WIRE THROUGH THE SAME CONDUIT AS THE HOT AND NEUTRAL WIRES. * INSTALL ONLY ISOLATED GROUND (IG) TYPE RECEPTACLES, * CONNECT THE ISOLATED GROUND WIRE TO BUILDING GROUND ONLY AT THE MAIN SERVICE PANEL. * VERIFY THAT IG RECEPTACLES PRE -WIRED IN OWNER SUPPLIED EQUIPMENT HAVE A TRUE ISOLATED GROUND THAT CAN BE TRACED BACK TO THE BUILDING GROUND AT THE MAIN SERVICE PANEL. DO NOT CONNECT THE ISOLATED GROUND WIRE TO THE CONDUIT, JUNCTION BOXES, THE FRAME ON A SUBPANEL, OR ANY OTHER METAL SURFACE, DEDICATED CIRCUITS: DEDICATED CIRCUITS REQUIRE A DEDICATED HOT AND A DEDICATED NEUTRAL THAT ARE NOT SHARED WITH ANY OTHER CIRCUITS. IG RECEPTACLES MUST BE "PHASE ALIGNED" WITH THE "B" PHASE OF BUILDING SUBPANEL "A". COMMON GROUND (EQUIPMENT GND) INSTALLED PER N.E.C. ISOLATED GROUND (IG) (#12 WIRE) ISOLATED GROUND (IG) (#6 WIRE) DEDICATED NEUTRAL IG RECEPTACLE IG RECEPTACLE IN m DEDICATED HOT SUBPANEL MAIN SERVICE PANEL (OR EQUIPMENT SERVICE CABINET) LV TRANSFORMER SECONDARY WIRING, — TYP. ISOLATED GROUND OUTLET FOR D/I' SYS TEM LINE OF WORK SURFACE LV TRANSFORMER SECONDARY WIRING, TYP. IG OUTLET FOR LV HM 12 TRANSFORMER FOR ETHERNET SWITCH 1 HM 02 TO ROUTER IN ------ J i `------_-- . OFFICE WIRE MOLD TO ABV. CLG,'fYP.4/11 HM 107A r s 3.16.11 9 i is r TIMER PLAN VERSION: Aug09-N MONITOR STORE NUMBER: (CLO MT'D.) LIS NUMBER: 2011-032 LpDD--j ISOLATED GROUND ::� OUTLET FOR PRINTER AND POS IG OUTLET— FOR LV TRANSFORM FOR HM -02 UTILITY NEUTRAL EARTH GROUND ISOLATED GROUND SYSTEM N.T.S. HM 07B HM 11 FOR DT 3.16.11 ; 1 TIMER PLAN VERSION: Aug09-N MONITOR STORE NUMBER: (CLO MT'D.) LIS NUMBER: 2011-032 S 1 03 HM 1 04 CONDUIT IN WALL (TYP.) SEE SHEET E5.0 SCHEDULE FOR SIZE & QTY OF CONDUITS IG OUTLET FOI LOW VOLTAGE TRANSFORMEI FOR HME CONTROL UNI - (WHICH IS LOCATED BEHIND MONITOR) ISOLATED C FOR VSAT & ROUTER ISOLATEDG.,.�,.� FOR PRINTER AND POS ISOLATED REFER TO COMMUNICATIONS SCHEDULE ON SHEET E5.0 FOR EQUIPMENT DESCRIPTIONS/MOUNTING HTS. ENLARGED INTERIOR ELEVATION (D/T WINDOW) 1/2`� T-0` DRIVE THRU WINDOW COUNTER TOP SECURITY BUTTON DATA WIRE CONCEALED HINGED BUTTON COVER FLUSH DATA WALL BOX COUNTER TOP SUPPORT BUTTON '"f COUNTER TOP SECURITY BUTTON DATA WIRE. TAPE IN PLACE WITH ALUM. TAPE UNDER COUNTER & WHITE ELEC TAPE ON WALL HINGED BUTTON COVER COUNTER TOP SUPPORT FLUSH DATA WALL BOX LINE OF CEILING (1) 1" DIA. CONDUIT TO D/T WINDOW LINE OF FLOOR HM 1 05 P 1 07 ENLARGED POWER AND COMMUNICATIONS PLAN (OFFICE) l/p" = v -v CONDUIT IN WALL ENDS 6" ABOVE CEILING WORK SURFACE S 03 ISOLATED GROUND OUTLET FOR POS QUAD OUTLET (1) 1" DIA. CONDUIT REFER TO COMMUNICATIONS SCHEDULE ON SHEET E5,0 FOR EQUIPMENT DESCRIPTIONS/MOUNTING HTS. mKoffillsom -o p 'J- (x) > Cil tet- CSI 0) CEJ GO rr) « U) - rr) I I Lr) v rr) r') p rr) G q U7 (T) O l f) tll c_U (—o U) CO m cj 07 U) I rr) rr) U O L0 G Z p <f <r �� cu W CEJ U W �— W C x z W L0 cD cv f, rr) N d —(j _J 0 U) U L- 't I 0 U �t [r o I d- �r cel vv -t 4-1 •' N -U,_, O V) ll - 0 .. N v � Ln 5 -s-z u Cil (n 0- q— o'wtittl iQ 1111af� No 44643 Lys a y s rA r OF cl G r, v ROBERT WAYNE CASE FLORIDA PE, #44643 0 0 0 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER, STORE NUMBER: LIS NUMBER: 2011-032 A. NO CONDUIT SHALL BE FASTENED DIRECTLY TO OR THROUGH ROOFING MEMBRANE. B. ALL CUTS IN ROOFING MEMBRANE SHALL BE MINIMAL AND IN ACCOHDANCE WITH ROOFING MFR'S AND INSTALLER'S REQS. C. REFER TO MECH. DWGS FOR MECHANICAL EQUIPMENT ELECTRICAL REQS. D. ALL EXPOSED ELECTRICAL CONDUITS SHALL PENETRATE ROOF MEMBRANE AT PIPE HOODS U.O.N. E. REFER TO ELECT. EQUIP. SCHEDULE AND ELECT. ROUGH -IN PLAN. F. ALL CONDUITS FROM EXHAUST FANS SHALL BE ROUTED INSIDE OF CURB, G. ALL CONDUITS TO AND FROM RTU SHALL BE ROUTED INSIDE OF HTU CURB, COORDINATE WITH RTU MFR RECOMMENDATIONS. H. REFER TO GENERAL NOTES SHEET E2.0 FOR IMPORTANT INFORMATION, L ALL WIRING AND CONDUITS SHALL BE CONCEALED. NO CONDUITS PEHMIT TED TO RUN EXPOSED ACROSS ROOF DECK. ROUTE ALL CONDUITS THROUGH EQUIPMENT ROOF CURBS OR ARCHITECT SPECIFIED ROOF PENETRATIONS. POWER ROOF PLAN NOTES PROVIDE CONNECTION FROM RETURN AIR DUCT SMOKE DETECTORS TO MECH CONTROL CIRCUIT PER DETAIL 2/E6.0, AND FIRE ALARM SYSTEM (IF PRESENT). SPECIFIED THANE RTU IS SUPPLIED WITH THRU THE BASE ELECTRICAL CONNECTIONS AND FACTORY INSTALLED HACK CIRCUIT BREAKER WITH WEATHER TIGHT ENCLOSURES AND ACCESS THRU SWINGING DOOR. POWER AND CONTROL ENTRY FROM BOTTOM OF UNIT. C CONNECT TO RESTROOM LIGHTING. SEE LIGHTING PLAN FOR EXACT LOCATION. 1/2” C, WITH REQ'D CONDUCTORS 1-0 J -BOX IN CEILING ABOVE ICE MACHINE. MAKE CONNECTION TO ICE MACHINE AND CONDENSING UNIT. Q REFER TO POWER PLAN FOR CONTINUATION TO COOLER / FREEZER, O MOUNT PHOTOCELL ON NORTH SIDE OF RTU -2. CONNECT TO EXTERIOR LIGHTING CONTROL PANEL. ® RTU'S SHALL BE PROVIDED WITH BUILT-IN DISCONNECT, SINGLE POINT WIRING AND CONVENIENCE OUTLET. CONTRACTOR SHALL VERIFY CIRCUIT BREAKER TYPE, STARTER, DISCONNECT SWITCH, AND FUSE SIZE (IF REQUIRED) WITH SELECTED EQUIPMENT MANUFACTURER'S SHOP DRAWINGS PRIOR -TO PLACING ORDER AND FURNISH AND INSTALL EVERYTHING AS REQUIRED. RAIN SENSOR. 11 PIPE HOOD FOR ICE MACHINE CONDENSERS. 12 NOT USED. 13 ELECTRICAL CONTRACTOR SHALL MAKE ALL ELEC. CONNECTIONS INCLUDING ALL NECESSARY INTERCONNECTIONS BETWEEN THE COMPRESSOR ON THE ROOF & 'THE EVAPORATOR IN THE ICE MACHINE AS REQ'D, REFER TO THE MFR'S SHOP DWGS FOR EXACT INSTALL. & INTERCONNECTION RQMTS, PRIOR -TO ROUGH -IN INSTALL. KEY NOTES ol,1111111iyrW.„! '.w� d�� G ts) No 44643 � NATE OF Ile � � a ".�/. ROBERT WAYNE CASE FLORIDA PE. 944643 ON CONTRACT DATE: 3.16.11 -u O -t- 00 Aug09-N SITE NUMBER: N - }- N LIS NUMBER: 2011-032 Ln r) o O pr) Lid o) M (c) 0) N 00 c0 m cj 0') G) > _ 0 n `L "l c\% Z Z raj < < Fn 0 rr) U U _1 7f 0 E N n W � W 2 _ « 0 < W ol,1111111iyrW.„! '.w� d�� G ts) No 44643 � NATE OF Ile � � a ".�/. ROBERT WAYNE CASE FLORIDA PE. 944643 ON CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL 2700 S. ORLANDO DR, SANFORD, FL 32773 i f MAWAS T— 07— B r., s PLOT DATE: NOT USED. FOR LIGHTING FIXTURES, CONDUIT, CONDUCTORS AND INSTALLATION RESPONSIBILITIES, REFER TO SCOPE OF WORK. FIXTURE AND SWITCH FACTORY INSTALLED WITH UNIT. G.C. TO COMPLETE CIRCUITING. EXHAUST HOOD LIGHT FIXTURES SUPPLIED WITH HOOD AND MTD IN PRE -WIRED J -BOX. COMPLETE CIRCUITING PER DETAIL 2/E6.0, C5D COORD. J -BOX LOCATION WITH WOOD FRAMING SO IT REMAINS CONCEALED BEHIND FIXTURE. VERIFY MOUNTING HEIGHT WITH ARCH. DWGS. OUTLET FOR MENU BOARD: SEE 81 -IEE -F E3.0. VERIFY POINT OF CONNECTION. 10 LIGHT PANELS WIRED IN SERIES. G.C. TO MAKE FINAL CONNECTION. CANOPY DOWN LIGHTS FURNISHED WITH CANOPY. G.C. TO MAKE FINAL CONNECTION. J -BOX FOR CANOPY LIGHTS. VERIFY POINT OF CONNECTION. WIRE VIA EXTERIOR LIGHTING CONTACTOR. Q CENTER EXTERIOR FIXTURES ON TRELLISES, IYP, (j:0D SEAL ALL ELECTRICAL CONDUITS INTO THE WALK-IN COOLER. SEE DETAIL 6/E3.1 KEY NOTES E 3.16.11 BUILDING TYPE: o d- CC) LAMP BALLAST MOUNTING N 7} N LIS NUMBER: 2011-032 m C-) n N 00 C-) () LAMP BALLAST MOUNTINGVOLT O O n X17 NO. QTY LOCATION MFR / CATALOG NUMBER DESCRIPTION VOLT WATT REMARKS NO. QUANTITY LOCATION MFR / CATALOG NUMBER DESCRIPTION WATT REMARKS 2, o c< — c< � O a; # TYPE TYPE TYPE HT. rY (� # TYPE TYPE TYPE HT. KITCHEN LIGHTOLIER 2x4 FLUORESCENT 31028/35K RECESSED W PRISMATIC LENS I� SERVING THOMAS/CAPRI DOWNLIGHT FLUOR. UB204 RECESSED VARIES W/ FRESNEL LENS TRIM E 9 & OFFICE XP2GVA332UNV 3 F28T8 A GRID 120 72 NOTE F w L U CM6/A300N65F/BH3 RECESSED 1 NA HARD CLG. SEE A7.1 120 20 OVER COUNTER KITCHEN LIGHTOLIER 2x4 FLUORESCENT 31028/35K RECESSED NOTE F DINING THOMAS/CAPRI DOWNLIGHT FLUOR. UB204 RECESSED EMI 4 SERVING XP2GVA332UNV _ F28T8 A GRID 120 72 L1 22 CM6/A300N65/CH24 RECESSED i NA DROP CLG. 120 20 KITCHEN THOMAS/DAY-BRITE EMERGENCY BALLAST KIT - B - FIELD INSTALL DINING THOMAS/CAPRI DOWNLIGHT FLUOR. UB204 RECESSED VARIES EMI 4 SERVING DEB -1 - - - L2 9 RESTRM CM6/A300/V65/BH3 RECESSED 1 NA HARD CLG. SEE A7.1 120 20 RESTRM THOMAS/DAY-BRITE 1x4 FLUORESCENT 31028/35K RECESSED NOTE F DINING THOMAS/CAPRI DOWNLIGHT FLUOR, UB204 RECESSED W/ FRESNEL LENS TRIM E2 2 'I TG232-01-120-1 /1 -EB FMK14 2 F28T8 A FLANGE 120 54 L3 4 CM6/A300N65F/CH24 RECESSED 1 NA DROP CLG. 120 20 0/ COUNTER EM2 RESTRM THOMAS/DAY-BRITE 1x4 FLUORESCENT 2 31028/35K A RECESSED 120 54 NOTE F DINING LBL APRICOT GLASS UB204 PENDANT 6'-0" A.F.F. 2 1T0232 -01 -120 -1/2 -EB FMK14 F28T8 FLANGE R 13 HS5180APBL PENDANT 1 NA 120 20 RESTRM THOMAS/DAY-BRITE EMERGENCY BALLAST KIT - - FIELD INSTALL EXTERIOR ACCUSERV STRAIGHT ARM FIXTURE MTL HALIDE WALL 11'-8 1/2" AFF CENTER ON PANEL EM2 2 DEB -1 B - - S 3 WALL KB3921 BK BLACK FINISH 1 -100W F 9'-0" A. FF. 120 1 38 OR DOUR EM4 DINING THOMAS/McPHILBEN EMERGENCY LIGHT WALL TOP @ 9'-5" UNSWITCHED EXTERIOR ACCUSERV WALL SCONCE, CUSTOM LU100HPS WALL T-8" A.F.F. 3 CAX6 FROG EYE 2 NA U.O.N. 120 18 'HOT' I3 6 WALL CSMBOS001/06211-015 DARK BRONZE FINISH 1 100W E TO CENTER 120 108 U 1 KITCHEN LIGHTOLIER EXIT SIGN, LED - NA WALL 120 4 LLNURW UNIVERSAL MOUNT LED DINING LIGHTOLIER EXIT SIGN, LED CEILING PENDANT MOUNT FIXTURE G1 2 LLNURW UNIVERSAL MOUNT LED - NA 120 4 +9' A.F.F. TO BOTTOM DINING LIGHTOLIER DOWNLIGHT FLUOR. CFI8WGX24 RECESSED CLEAR REFLECTOR KB 5 -1104FI8ESN-1'185 RECESSED. WALL WASH 1 C DROP CLG. 120 20 WALL WASH DINING LIGHTOLIER DOWNLIGHT FLUOR. CFI8WGX24 RECESSED FOODSERVICE LENS, KBI 1 '1 104F18E'jN-1185 RECESSED. WALL WASH .I C HARD CLG. 120 20 WHITE TRIM RING BALLAST LEGEND BALLAST LEGEND A. 20THD ELECTRONIC T8 THERMALLY PROTECTED C.B.M. C. 10 THD ELECTRONIC CLASS B CONSUMER END OF LIFE E. 100W PRESSURE SODIUM HPF A. 20THD ELECTRONIC T8 THERMALLY PROTECTED C.B.M. C. 10 THD ELECTRONIC CLASS B CONSUMER END OF LIFE E. 10OW PRESSURE SODIUM HPF APPROVED CLASS P PROTECTED APPROVED CLASS P PROTECTED B. 90 MINUTE EM PRODUCING 350-450 LUMENS D. F CAN 100W METAL HALIDE HPF 60HZ F. 100W METAL HALIDE HPF B. 90 MINUTE EM PRODUCING 350-450 LUMENS D. F CAN 100W METAL HALIDE HPF 60HZ F. 100W METAL HALIDE HPF LIGHTING FIXTURE SCHEDULEP11- NOT USED. FOR LIGHTING FIXTURES, CONDUIT, CONDUCTORS AND INSTALLATION RESPONSIBILITIES, REFER TO SCOPE OF WORK. FIXTURE AND SWITCH FACTORY INSTALLED WITH UNIT. G.C. TO COMPLETE CIRCUITING. EXHAUST HOOD LIGHT FIXTURES SUPPLIED WITH HOOD AND MTD IN PRE -WIRED J -BOX. COMPLETE CIRCUITING PER DETAIL 2/E6.0, C5D COORD. J -BOX LOCATION WITH WOOD FRAMING SO IT REMAINS CONCEALED BEHIND FIXTURE. VERIFY MOUNTING HEIGHT WITH ARCH. DWGS. OUTLET FOR MENU BOARD: SEE 81 -IEE -F E3.0. VERIFY POINT OF CONNECTION. 10 LIGHT PANELS WIRED IN SERIES. G.C. TO MAKE FINAL CONNECTION. CANOPY DOWN LIGHTS FURNISHED WITH CANOPY. G.C. TO MAKE FINAL CONNECTION. J -BOX FOR CANOPY LIGHTS. VERIFY POINT OF CONNECTION. WIRE VIA EXTERIOR LIGHTING CONTACTOR. Q CENTER EXTERIOR FIXTURES ON TRELLISES, IYP, (j:0D SEAL ALL ELECTRICAL CONDUITS INTO THE WALK-IN COOLER. SEE DETAIL 6/E3.1 KEY NOTES E Lf) �Q c\I CEJ CJ) O O �1 -u d r� �ll ( _ O N r V)) O cn (c) cll 0— Q,j CEJ — N O N Ln D O N (l) v , -95,114.9111'r' Co oe ar v x, •- it 4 � S -3 -FATE OF r' SCI o0" •� ROBERT WAYNE CASE FLORIDA PE. #44643 _A n0 10 CONTRACT DATE: 3.16.11 BUILDING TYPE: o d- CC) Au009-N SITE NUMBER: 7 N 7} N LIS NUMBER: 2011-032 m C-) n N 00 C-) () O O n X17 D (J) CO N Q) 2, o c< — c< � O a; rY (� c� } U ry W I� C� 0 w Lf) �Q c\I CEJ CJ) O O �1 -u d r� �ll ( _ O N r V)) O cn (c) cll 0— Q,j CEJ — N O N Ln D O N (l) v , -95,114.9111'r' Co oe ar v x, •- it 4 � S -3 -FATE OF r' SCI o0" •� ROBERT WAYNE CASE FLORIDA PE. #44643 _A n0 10 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -b07 PLAN VERSION: Au009-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL_ 2700 S. ORLANDO DR. SANFORD, FL 32773 :.l' PLOT DATE: HOLD-UP BUTTON (MOUNT" 2-1/2" BEHIND COUNTER EDGE) S MUSIC SYSTEM SPEAKERS �Q SECURITY STROBE JQ J -BOX 2" x 4" J -BOX W/ DATA PORTS OM MOTION / HEAT DETECTOR 2" C.O. FROM TELEPHONE COMPANY POINT OF CONNECTION (UNDERGROUND), INSTALL INSIDE REAR WALL AND EXTEND TO ABOVE KITCHEN CEILING LEVEL U 1 01 DOOR CONTACT (LINKED TO AUDIO / �2 VISUAL ALARM) (`ll "SOUND ALERT" DEVICE KP KEYPAD (MTD AT 48" A.F.F.) AS ALARM SIREN ABOVE CLG uIBUMP PAD (MOUNT AT FRONT COUNTER) FS HOOD FIRE SUPPRESSION SYSTEM PULL STATION A. SUPPLY AND INSTALL OUTLETS AND CONDUIT FOR OWNER SUPPLIED AND INSTALLED CABLE AND LOW VOLTAGE WIRING (U.O.N.) TELEPHONE AND MUSIC SYSTEM WIRING SHALL BE SUPPLIED AND INSTALLED. SEE SCOPE OF WORK SHEETS. B. SEE SHTS. E3.0 AND E3.1 FOR ELECT. INFO ON POS, SECURITY SYSTEM, CCN SYSTEM, (OFFICE) COMPUTER, DRIVE-THRU TIMER AND DRIVE-fHRU COMMUNICATION SYSTEM. C. THIS PLAN INCLUDES CONDUITS AND J -BOXES FOR PUS, SECURITY SYSTEM, CCN SYSTEM, (OFFICE) COMPUTER, TELEPHONE SYSTEM, MUSIC SYSTEM, DRIVE=fHRU TIMER AND DRIVE=fHRU COMMUNICATION SYSTEM. D. ALL OUTLETS AND BOXES MOUNTED IN THE SERVING COUNTER CABINETRY ARE TO BE 24" AFF. INSTALL JUNCTION BOXES WITH CONDUIT UNDER CABINET TO NEAREST WALL AND TO ABOVE CEILING. COMMUNICATIONS PLAN 1/4` --- V-0" COM. # EQUIPMENT ITEM ELEVATION REMARKS CUM. # EQUIPMENT ITEM ELEVATION REMARKS H=O UNDER COUNTER HOLD-UP BUTTON LIS NUMBER: SEE DETAIL 6/E3.1.S U2 J -BOX SECURITY SYSTEM +106" A.F.F. 4X4 J -BOX ADJACENT TO T-02 W/ (1) 2" CONDUIT TOS -01. H U2 WALL MOUNTED HOLD-UP BUTTON +18" A.F.F. SURFACE MTD. 2X4 J -BOX ON INSIDE OF WALK-IN COOLER WALL W/ (1) 1/2" CONDUIT TO ABOVE KITCHEN CEILING. BUTTON FACING DOWN, SEE DETAIL 5/E3.1 11=0 J -BOX SECURITY SYSTEM +30" A.F.F. 2X4 J -BOX W/ (1) 1/2" CONDUIT TO ABV, CLG. FOR HOLD-UP BUTTON SIGNAL WIRE 0-) M S 04 J -BOX SECURITY SYSTEM +84" A.F.F. 2X4 J -BOX W/ COVER & (1) 1/2" CONDUIT TO ABOVE CEILING. HM 01 NOT USED - - S 05 J -BOX SECURITY SYSTEM +24" A.F.F. 2X4 J -BOX W/ 3/4" CONDUIT TO S-05 AND TO ABOVE CEILING. ^ HM 02 D/T TIMER SIGNAL PROCESSOR J -BOX +114" A.F.F. 4X4X4" DEEP (MIN.) J -BOX ABV. CLG. W/ (1) 1" CONDUIT TO FIM -07B, (1) 1" CONDUIT TO HM -04, (1) 1-1/2" CONDUIT TO HM -0$ & (1) 1" CONDUIT TO HM -12. SEE DET. 16/E3.1. S 06 J -BOX SECURITY SYSTEM +48" A.F.F. 2X4 J -BOX W/ (1) 1/2" CONDUIT TO ABOVE CEILING FOR SECURITY SYSTEM KE=YPAD. C S 08 "SOUND ALERT" DEVICE CEILING _—.— CONNECT TO SECURITY SYSTEM. HM03 D/T BASE STATION J -BOX D/T COMM SYSTEM J -BOX +72" A.F.F. +18" A.F.F. 4X4 J -BOX @ D/T BASE STATION W/ (1) 1-1/2" C TO HM -08 & (1) 1-1/2" C TO HM -07A. SEE DET. 16/E3.1. 4X8 J -BOX W/ (1) 1" CONDUIT TO HM -02, (1) '1" CONDUIT TO HM -07A, (1) 1" CONDUIT TO PICK-UP WINDOW DST— LOOP, AND (3) 1 CONDUITS TO D/T MENU BOARD. SEE DET. 16/E3.1. S 09 SECURITY STROBE LIGHT CEILING CONNECT TO SECURITY SYSTEM. HM 04 S 10 ALARM SIREN ABV. CEILING CONNECT TO SECURITY SYSTEM HM 05 D/T COMM SYSTEM J -BOX +18" A.F.F. 4X4 J -BOX W/ 1" CONDUITS TO PRE -PAY WINDOW D/T LOOP & Df f WINDOW J -BOX HM -04. SEE DET. "15/E3.1. S 11 MOTION /HEAT DETECTOR + 78" A.F.F. STUB 1/2" CONDUIT. D5835 OR D5820. MOUNT 90" A.F.F. FOR OFFICE HM 07A D/T TIMER DISPLAY J -BOX -1-62" A.F.F. 2X4 J -BOX W/ (1) 1-1/2" CONDUIT TO HM -03 AND (1) 1"C TO HM -04. SEE DET, 16/E31. J -BOX SECURITY DVH +42" A.F.F. 2X4 J -BOX FOR SECURITY DVR. (HM 07B D/T TIMER DISPLAY J -BOX D/T J -BOX +114" A.F.F. +96" A.F.F. 2X4 J -BOX ABV. CEILING W/ (1) 1" CONDUI f TO HM 02. SEE DET. "16/E3."1. 4X4X4" DEEP (MIN.) J -BOX W/ (1) 1-1/2" CONDUIT TO HM -03 & (1) 1-1/2" CONDUIT TO FIM -02. SEE DET. 16/E3,1. �I U1 TELEPHONE SERVICE BOX PER LOCAL TELEPHONE COMPANY, PROVIDE 24"X24"X3/4" PLYWOOD PANEL AT CLG. PROVIDE PULL STRING IN 2" CONDUIT. -1-48" A.F.F. PROVIDE (1) 25 PAIR TELEPHONE CABLE. ONLY (2) LINES TO BE USED. LINE ONE FOR VOICE/FAX. LINE (2) FOR COMPUTER MODEM, HM 08 _FIM 10 OCB SWITCH +52" A.F.F. 2X4 J -BOX NJ/ (1) 1" CONDUIT TO ABOVE CEILING T 02 SECURITY SYSTEM PHONE JACK +106" A.F.F. 2X4 J -BOX ADJACENT TO S-02 W/ RJ -31X PHONE JACK. HM 11 D/T CONTROL UNIT J -BOX D/T ETHERNET SWITCH J -BOX IRRIGATION TIMER SPEAKER, CEILING MOUNTED +114" A.F.F. -1-114" A.F.F. +80" A.F.F. CEILING 2X4 J -BOX ABV. CEILING W/ (1) 1" CONDUIT TO HM -12 . SEE DET 16/E3.1. 2X4 J -BOX ABV. CLG W/ (1) 1" CONDUIT' TO HM -11, 1" CONDUIT TO HM -02, AND "1" CONDUIT TO OFFICE ROUTER 4X4 J -BOX W/ 1" CONDUIT TO IRRIGATION VALVES. SPEAKER WIRING FROM SPEAKERS IN DINING ROOM TO AMPLIFIER IN OFFICE. FOR EXAC; f LOCATION OF SPEAKERS, SEE LIGHTING PLAN SHEET E4.0. — T U3 VOICE LINE PHONE JACK +42" A.F.F. — --�— 2X4 J -BOX W/ DOUBLE RJ -11 PHONE JACK & 1" CONDUIT TO ABOVE CEILING. — HM 12 (=O LINE PHONE JACK +42" A.F.F. -- 2X4 J -BOX W/ RJ -11 PHONE JACK AND 1" CONDUIT TO ABOVE CEILING.IR 6-1COMPUTER 01 T 05 POS PHONE JACK +24" A.F.F, ---- 2X4 J -BOX W/ 1" CONDUITTO ABOVE CEILING. M 01 CLOSED CIRCUIT TELEVISION (CCN) CCTV INSTALLATION IS BASED ON THE CRIME INDEX AS DETERMINED BY YUM! LOSS PREVENTION MANAGER, THE STANDARD CCTV PACKAGE WILL CONSIST OF (1) CCTV MONITOR W/ WALL BRACKET AND (1) MINI -DOME CAMERA MTD. TO BTM OF MENU BOARD BULKHEAD. MUSIC SYSTEM J -BOX +60" A.F.F. 4X4 J -BOX & COVER W/ (1) 1/2" CONDUIT TO ABOVE CEILING FOR MUSIC SYSTEM. SEE SCOPE OF WORK, (:0::[01) (4) 1" DATA CONDUITS KITCHEN MONITOR J -BOX U.G. @ CLG. FROM MENU BOARD/SPEAKER POST TO ABOVE CEILING FOR OCB AND D/T COMM. SY.ST, SEE GET, 16/E6.0. 2X4 J -BOX FLUSH Cil CEILING. FOR M.A.P.S. LINE MONITOR J -BOX, SEE DETAIL E/E3.0. P 02N U1 CCTV MONITOR 188" A.F.F. 2X4 J -BOX W/ ("1) 1/2" CONDUIT TO ABV. CLG. SEE DTE. 2/E6.0 V SECURITY CAMERA +90" A.F.F. MINI -DOME CAMERA MTD. TO BTM. OF MENU BOARD BULKHEAD. 2X4 J -BOX W/(1) 1/2" CONDUIT TO ABOVE CEILING MTU. ON BACK SIDE OF BULKHEAD. P 03 KITCHEN MONITOR J -BOX +84" A.F.F. 2X4 J -BOX W/ (1) 3/4" CONDUIT TO ABOVE CEILING. P 04 BUMP PAD J -BOX +24" A.F.F. 2X4 J -BOX W/ (1) 3/4" CONDUIT TO P-03. V 01 ALTERNATE PAYMENT ROUTER BOX +90" A.F.F. 4X4 J -BOX W/ 1/2" CONDUIT TO ABOVE CEILING FOR ETHERNET CABLES (DOUBLE JACK) P 07 POS J -BOX W/ 2-1/2" DIA HOLE IN COVER PLATE J -BOX SECURITY SYSTEM +24" A.F.F. +48" A.F.F. 6X6X4" DEEP J -BOX W/ 2-1/2" CONDUIT IN WALL TO ABV. CEILING, WITH PULL STRING FOR POS. 4X4 J -BOX AT SECURITY SYSTEM CONTROL PANEL W/ (1) 2" CONDUIT TO S-02. =/ 02 CREDIT CARD READER (VSAT) +24" A.F.F. 2X4 J -BOX W/ 1/2" CONDUIT TO ABOVE CEILING FOR ETHERNET CABLES. S 01 COMMUNICATIONS 9IL L A A 0 A A L� N N r1 O 0 O �t nL i7 Q �— +-• N c-- r� 4+ It N W r� N Q) LO cel (f) n 4— ,o��f951�A4lpg1_ CN . '��� ®O N co No 44643 : ,u S -FATE 0- til 0 fi * yy •`Jo��°���oce�ya ��; ROBERT WAYNE CASE FLORIDA PE. #44643 CONTRACT DATE: 3.16.11 - O d- Aug09-N SITE NUMBER: Q-) N 00 LIS NUMBER: 2011-032 O r� C3 0-) M ri) m L� 0000 z(D O J U o z_ w w i--- w s z U n-- z < w L A A 0 A A L� N N r1 O 0 O �t nL i7 Q �— +-• N c-- r� 4+ It N W r� N Q) LO cel (f) n 4— ,o��f951�A4lpg1_ CN . '��� ®O N co No 44643 : ,u S -FATE 0- til 0 fi * yy •`Jo��°���oce�ya ��; ROBERT WAYNE CASE FLORIDA PE. #44643 CONTRACT DATE: 3.16.11 BUILDING TYPE: T -f)07 PLAN VERSION: Aug09-N SITE NUMBER: STORE NUMBER: LIS NUMBER: 2011-032 TACO BELL 2700 S. ORLANDO DR. SANFORD, FL 32773 y ti:* a M 67 -R:_ YtT �� p x"•r tl �� '� T� PLOT DATE: 120V "PANEL "B" CU TOP OF SLAB ELECTRICAL METALLIC TUBING RIDID STEEL CONDUIT THRU SLAB SLAB 4"A IL GRAVEL EARTH PAD NOTE: GREEN GROUND WIRE REQUIRED IN ALL CONDUITS, SIZED o PER N.E.C. REQUIREMENTS. 0 w FROM PANEL "B" 11 12 13 14 15 16 17 1 [7 0 CD U) v) Cn Cn v) z SLUG. (UN -TIMED) I.G. STARTER SEE RECEPTACLE. INSTALLED 0) z z X POST. SHUTDOWN AC UNITS NOTE: SOLDER & m INSULATE BOTH m m m m m m ® 016 RUN ALL LOOP SENSOR WIRING TO POINT r„ OF CONNECTION AT THE DRIVE-THRU - TIMER. r- r s O D5 IN PANELS R31 _L -- f--------- Fi "All & lDll PER CODE 0 �-TSEE 2/E6.0 --------r— ��__t—_J ( ) U 0 013 r- M ccn u -- w--���-- TO DETAI �) ALARM ®n �3 SPST SWITCH IN MGR.'S OFFICE OR AS SHOWN. INSTALL INVERTED TO OPEN CONTACTS IN THE DOWN POSITION CIRCUIT BREAKER NORMALLY CLOSED ELECTRICALLY HELD RELAY W/1 20V COIL AND 20AMP CONTINUOUS DUTY LIGHTING CONTACTS (TYP.) SEQUENCE OF OPERATION: WHEN SPST SWITCH IS IN THE DOWN POSITION (OFF), RELAY "LC" CONTACTS SHALL ENERGIZE, DISABLING POWER TO THE KITCHEN LIGHTS, SERVING AREA LIGHTS, REST ROOM LIGHTS, WALK-IN REFRIGERATION LIGHTS, AS WELL AS RELAYS "FIT AND "BC" IN ADDITION: CONTACT LC -7 SHALL ENABLE THE EXHAUST FAN CONTROL RELAY "R3" TO SENSE THE "OCCUPIED" OR "UNOCCUPIED" CONDITION (REFER TO DET. 2, SHT E6.0 FOR SEQUENCE OF OPERATION). ACTIVATION OF RELAY "BC" (BLOWER CONTROL) SHALL CAUSE THE CORRESPONDING TERMINALS ON ALL ROOF TOP UNITS TO START THE BLOWERS ON RTU -1 AND 2. EACH RTU BLOWER MOTOR SHALL RUN CONTINUOUSLY UNTIL EITHER "BC" IS DEACTIVATED BY TURNING OFF THE KITCHEN LIGHTS OR WHEN A SMOKE DETECTOR ON AN INDIVIDUAL SHALL SHUT THAT UNIT DOWN INDIVIDUALLY AS REQUIRED BY NFPA. SPST SWITCH IN MGR.'S OFFICE, REFER TO PANEL BOARD OR AS SHOWN. INSTALL SCHEDULES CIRCUIT INVERTED BREAKERS (TYP) rti NORMALLY CLOSED ' ELECTRICALLY HELD, n 120 VOLT AC 20 AMP CONTINUOUS DUTY LIGHTING CONTACTOR "LC" ILC 1 12 13 14 15 16 ;7 8 120V PANEL "B" CANOPY 120V, 6OHz, 4A USED SAME TIMED CIRCUIT AS MENU BOARD c� (3) 1" DATA CONDUITS - \� TO BLDG. (1) 3/4" LOCATED IN SUPPLY AIR POWER CONDUIT TO CIRCUIT BLDG, ORDER CONF BOARD. (1) 1" DATA CONDUITS - 120V, 60Hz, 0.45A TO BLDG. (1) 3/4" ISOLATED GROUND POWER CONDUIT TO CIRCUIT ALWAYS HOT SLUG. (UN -TIMED) I.G. STARTER SEE RECEPTACLE. INSTALLED 0) z IN BASE OF SPEAKER X POST. SHUTDOWN AC UNITS NOTE: SOLDER & m INSULATE BOTH CIRCUIT MAG. LOOP CONN. ✓ MAGNETIC LOOP FOR PRE -PAY WINDOW. ® 016 RUN ALL LOOP SENSOR WIRING TO POINT r„ OF CONNECTION AT THE DRIVE-THRU - TIMER. 01, (1) 3/4" POWER CONDUIT TO BLDG. FROM CANOPY MENU BOARD EXTEND CONDUIT TO ABOVE CEILING PRE - WINDOW PAY WINDOW EXTEND CONDUIT TO ABOVE CEILING DRIVE-THRU 5 7 PREFAB MAGNETIC LOOP (SEE SCOPE OF WORK) o LOCATE 2" BELOW TOP OF g CONCRETE PAVEMENT. r THIS INTERLOCK SYSTEM IS INTENDED TO MAKE AVAILABLE A FULL VOLUME OF OUTSIDE AIR TO THE BUILDING WHEN ALL EXHAUST FANS ARE ACTIVATED BY THE "OCCUPIED" RELAY SEQUENCE OF OPERATION: OCCUPIED: ALL KITCHEN EXHAUST FANS SHALL RUN WHEN "R3" IS ENERGIZED INDICATING AN "OCCUPIED" CONDITION, AN AUXILIARY CONTACT IN EACH EXHAUST FAN MOTOR STARTER SHALL CLOSE, TURNING ON THE CORRESPONDING HOOD WORK LIGHTS INDICATING THAT THE EXHAUST FAN STARTER HAS BEEN ACTIVATED. SPACE THERMOSTAT SENSORS SHALL CYCLE ROOF TOP UNITS TO MAINTAIN "OCCUPIED" SPACE TEMPERATURES. BLOWER MOTORS SHALL OPERATE AS NOTED IN DETAIL 14, SHT E6.0. UNOCCUPIED: KITCHEN EXHAUST FANS SHALL CEASE OPERATION WHEN RELAY "R3" IS DE -ENERGIZED CORRESPONDING TO TURNING OFF THE LIGHT SWITCH IN THE KITCHEN. SPACE THERMOSTATS SHALL CYCLE ROOFTOP FANS AND HEATING OR COOLING TO MAINTAIN "UNOCCUPIED" SPACE TEMPERATURES. EMERGENCY OPERATION: UPON ACTIVATION OF ANY HOOD FIRE SUPPRESSION RELAY, A RELAY IN THAT FIRE SUPPRESSION SYSTEM SHALL CAUSE THE SHUNT TRIP CIRCUIT BREAKER IN PANELS "A" OR "D" TO OPERATE, THUS REMOVING POWER FROM ALL DEVICES CONNECTED TO THAT PANEL. EXHAUST FANS SHALL NOT BE AFFECTED BY THIS ACTION AND SHALL CONTINUE TO BE CONTROLLED BY THE "OCCUPIED" OR "NON -OCCUPIED" CONDITIONS LISTED ABOVE. HARDWARE SPECIFICATIONS: HOFFMAN A -HE SERIES WITH HINGED COVER AND CYLINDER KEY LOCK SET. RELAYS: SQUARE -D CLASS 8501, R343, V20 WITH SOCKET BASE. AFTER COMPLETION AND TESTING OF THE INTERLOCK SYSTEM SHOWN BELOW, BUT BEFORE PUTTING IT INTO OPERATION, PROGRAM THERMOSTATS FOR RTU1, RTU2 TO INITIATE "OCCUPIED" TEMPERATURE SETTINGS AT TIME OF ARRIVAL OF FIRST EMPLOYEE OR MANAGER. (APPROXIMATELY 8:00 A.M.) NOTES: 1, REFER TO THE ELECTRICAL ROOF PLAN, SHEET E32 FOR UNIT LOCATIONS AND FURTHER ELECTRICAL REQUIREMENTS. 2. REFER TO THE MECHANICAL SCHEDULES ON SHEET M1.0 FOR ELECTRICAL REQUIREMENTS CIRCU 120V 30A, 3P, 240V NON FUSED, NEMA 3R DISCONNECT SWITCH ON ROOF —� F\_a� SEE DETAIL 14, SHEET E6.0 LC..I L- _____ .............._,.,--_-__...._.-_......... 7_ I "R3' FAN CONTROL C- _ - T - —� RELAY J s NEUT NEUT (D-23) SEQUENCE OF OPERATIONS: * SET TIME CLOCK FOR THE HOURS THE STORE WILL BE OCCUPIED- COORDINATE WITH OWNER'S REPRESENTATIVE. * ADJUST PHOTOCELL TO ACTIVATE WHEN AMBIENT LIGHT APPROXIMATES DUSK - COORDINATE WITH OWNER'S REPRESENTATIVE * SET BOTH SWITCHES TO THE "AUTOMATIC" POSTITION. SIGNS AND LIGHTS WILL NOW BE ENERGIZED WHEN THE TIME CLOCK INDICATES THE STORE IS OCCUPIED AND THE PHOTOCELL INDICATES LOW LIGHT LEVELS. * WHEN THE STORE CLOSES BUT IS STILL OCCUPIED, THE SIGNS/ BUILDING LIGHTS SWITCH SHOULD BE TURNED TO "OFF" TO EXTINGUISH THESE LIGHTS. * WHEN THE CREW LEAVES THE TIMECLOCK WILL TURN OFF ALL EXTERIOR LIGHTS - THE 30 MINUTE DELAY TIMER IS USED TO PROVIDE POWER TO THE SITE LIGHTS FOR ENOUGH TIME TO ALLOW THE CREW TO LEAVE SAFELY. BLDG & LOT LIGHT SWITCHES TIMECLOCK TORK #1101 --- —� /PRE-INSTALLED CONTACTORS PRE—ASSEMBLED TIMER BOX 30 MIN. TWIS-F-TIMER 120v SPARE CIRCUIT PANEL "B" N L O.L. RTU TERMINAL STRIP ,_(L.TB1) SMOKE DETECTORS (ROOF TOP UNIT) LOCATED IN SUPPLY AIR J1 CIRCUIT DUCTS. INCLUDE IN ® 02 = RETURN DUCTS ONLY 00 m FAN MOTOR i z rn 24VA STARTER SEE CODE. WIRE TO 0) z z X PLANS FOR SHUTDOWN AC UNITS 0 01' m CIRCUIT 1 TYPE I HOOD EXHAUST D z m ® 016 I FAN CONTROL r„ Om PANEL "D" --------------------- s O D5 IN PANELS R31 _L -- f--------- Fi "All & lDll PER CODE 0 �-TSEE 2/E6.0 --------r— ��__t—_J ( ) U 0 013 r- M 0 ED2 -- w--���-- TO DETAI �) ALARM ®n ON SHEE TO TO E6.0-� CONTACTS ROOF TOP UNIT "BC" SMOKE DETECTOR SPARE SPARE RTU -2 RTU -1 i NOTE; RESET BUTTON IS IN THE RTU RTU BLOWERC r-- L 1ki CONTROL RELAY BC- 4 3 2 1 REFER T0- NOTES TO DETAIL 3 NOTE: ABOVE ON SHEET SEE E3.1 FOR LOCATION FF n 01, (1) 3/4" POWER CONDUIT TO BLDG. FROM CANOPY MENU BOARD EXTEND CONDUIT TO ABOVE CEILING PRE - WINDOW PAY WINDOW EXTEND CONDUIT TO ABOVE CEILING DRIVE-THRU 5 7 PREFAB MAGNETIC LOOP (SEE SCOPE OF WORK) o LOCATE 2" BELOW TOP OF g CONCRETE PAVEMENT. r THIS INTERLOCK SYSTEM IS INTENDED TO MAKE AVAILABLE A FULL VOLUME OF OUTSIDE AIR TO THE BUILDING WHEN ALL EXHAUST FANS ARE ACTIVATED BY THE "OCCUPIED" RELAY SEQUENCE OF OPERATION: OCCUPIED: ALL KITCHEN EXHAUST FANS SHALL RUN WHEN "R3" IS ENERGIZED INDICATING AN "OCCUPIED" CONDITION, AN AUXILIARY CONTACT IN EACH EXHAUST FAN MOTOR STARTER SHALL CLOSE, TURNING ON THE CORRESPONDING HOOD WORK LIGHTS INDICATING THAT THE EXHAUST FAN STARTER HAS BEEN ACTIVATED. SPACE THERMOSTAT SENSORS SHALL CYCLE ROOF TOP UNITS TO MAINTAIN "OCCUPIED" SPACE TEMPERATURES. BLOWER MOTORS SHALL OPERATE AS NOTED IN DETAIL 14, SHT E6.0. UNOCCUPIED: KITCHEN EXHAUST FANS SHALL CEASE OPERATION WHEN RELAY "R3" IS DE -ENERGIZED CORRESPONDING TO TURNING OFF THE LIGHT SWITCH IN THE KITCHEN. SPACE THERMOSTATS SHALL CYCLE ROOFTOP FANS AND HEATING OR COOLING TO MAINTAIN "UNOCCUPIED" SPACE TEMPERATURES. EMERGENCY OPERATION: UPON ACTIVATION OF ANY HOOD FIRE SUPPRESSION RELAY, A RELAY IN THAT FIRE SUPPRESSION SYSTEM SHALL CAUSE THE SHUNT TRIP CIRCUIT BREAKER IN PANELS "A" OR "D" TO OPERATE, THUS REMOVING POWER FROM ALL DEVICES CONNECTED TO THAT PANEL. EXHAUST FANS SHALL NOT BE AFFECTED BY THIS ACTION AND SHALL CONTINUE TO BE CONTROLLED BY THE "OCCUPIED" OR "NON -OCCUPIED" CONDITIONS LISTED ABOVE. HARDWARE SPECIFICATIONS: HOFFMAN A -HE SERIES WITH HINGED COVER AND CYLINDER KEY LOCK SET. RELAYS: SQUARE -D CLASS 8501, R343, V20 WITH SOCKET BASE. AFTER COMPLETION AND TESTING OF THE INTERLOCK SYSTEM SHOWN BELOW, BUT BEFORE PUTTING IT INTO OPERATION, PROGRAM THERMOSTATS FOR RTU1, RTU2 TO INITIATE "OCCUPIED" TEMPERATURE SETTINGS AT TIME OF ARRIVAL OF FIRST EMPLOYEE OR MANAGER. (APPROXIMATELY 8:00 A.M.) NOTES: 1, REFER TO THE ELECTRICAL ROOF PLAN, SHEET E32 FOR UNIT LOCATIONS AND FURTHER ELECTRICAL REQUIREMENTS. 2. REFER TO THE MECHANICAL SCHEDULES ON SHEET M1.0 FOR ELECTRICAL REQUIREMENTS CIRCU 120V 30A, 3P, 240V NON FUSED, NEMA 3R DISCONNECT SWITCH ON ROOF —� F\_a� SEE DETAIL 14, SHEET E6.0 LC..I L- _____ .............._,.,--_-__...._.-_......... 7_ I "R3' FAN CONTROL C- _ - T - —� RELAY J s NEUT NEUT (D-23) SEQUENCE OF OPERATIONS: * SET TIME CLOCK FOR THE HOURS THE STORE WILL BE OCCUPIED- COORDINATE WITH OWNER'S REPRESENTATIVE. * ADJUST PHOTOCELL TO ACTIVATE WHEN AMBIENT LIGHT APPROXIMATES DUSK - COORDINATE WITH OWNER'S REPRESENTATIVE * SET BOTH SWITCHES TO THE "AUTOMATIC" POSTITION. SIGNS AND LIGHTS WILL NOW BE ENERGIZED WHEN THE TIME CLOCK INDICATES THE STORE IS OCCUPIED AND THE PHOTOCELL INDICATES LOW LIGHT LEVELS. * WHEN THE STORE CLOSES BUT IS STILL OCCUPIED, THE SIGNS/ BUILDING LIGHTS SWITCH SHOULD BE TURNED TO "OFF" TO EXTINGUISH THESE LIGHTS. * WHEN THE CREW LEAVES THE TIMECLOCK WILL TURN OFF ALL EXTERIOR LIGHTS - THE 30 MINUTE DELAY TIMER IS USED TO PROVIDE POWER TO THE SITE LIGHTS FOR ENOUGH TIME TO ALLOW THE CREW TO LEAVE SAFELY. BLDG & LOT LIGHT SWITCHES TIMECLOCK TORK #1101 --- —� /PRE-INSTALLED CONTACTORS PRE—ASSEMBLED TIMER BOX 30 MIN. TWIS-F-TIMER 120v SPARE CIRCUIT PANEL "B" N L O.L. RTU TERMINAL STRIP ,_(L.TB1) SMOKE DETECTORS (ROOF TOP UNIT) LOCATED IN SUPPLY AIR J1 CIRCUIT DUCTS. INCLUDE IN ® 02 /-REMOVE JUMPER RETURN DUCTS ONLY ®go FAN MOTOR WHERE REQUIRED BY ® EP9LOCAL 24VA STARTER SEE CODE. WIRE TO 008 0 STATE OF >'•� �' 4 PLANS FOR SHUTDOWN AC UNITS 0 01' CIRCUIT ON UPON DETECTION OF ® 016 FLORIDA PE. #44643 i PANEL "D" i n I L SMOKE. D5 IN PANELS Fi "All & lDll PER CODE 0 �n U 0 013 JUMPER 0 ED2 '— ALARM ®n CONTACTS ROOF TOP UNIT SMOKE DETECTOR NOTE; RESET BUTTON IS IN THE RTU CABINET C1 �g��►r��9i�do�l (ROOF TOP UNIT) J1 CIRCUIT _ CTI J2-'1 �rHs72n(PFI) _ PTO 11-8 J2-2 J2-3 —TO RELAY "BC" BREAKER FAN MOTOR J2-4 SHEET E6,0 INSTALL STARTER SEE J2-6 0 STATE OF >'•� �' SHUNT PLANS FOR d, \•• A •♦' L '' +OR CIRCUIT ON TRIP NUMBER IN FLORIDA PE. #44643 i PANEL "D" 1 EF2 I L IJ THIS DETAIL COMPLIES WITH: "INTERNATIONAL MECHANICAL CODE 507.211 OPERATION. TYPE HOOD SYSTEMS 31-IALL BE DESIGNED AND INSTALLED TO AUTOMATICALLY ACTIVATE THE EXHAUST FAN WHENEVER COOKING OPERATIONS OCCUR. THE ACTIVATION OF THE EXHAUST FAN SF-IALL OCCUR THROUGH AN INTERLOCK WITH COOKING APPLIANCES, BY MEANS OF HEAT SENSORS OR BY MEANS OF OTHER APPROVED METHODS." DETAIL 14/E6.0 SHOWS THE EXHAUST HOOD FAN IS ACTIVATED WHEN KITCHEN LIGHTS ARE TURNED ON AND REMAINS OPERATING UNTIL THE LIGHTS ARE TURNED OFF / STORE IS SHUT DOWN AND UNOCCUPIED. 30A,2P, 240V NON FUSED, NEMA 3R DISCONNECT SWITCH ON ROOF (TYP) FAN MOTOR STARTER SEE PLANS FOR CIRCUIT NUMBER IN PANEL "D" 120V ,l' O.L. EF2 '- PHOTOCELL TORK #2101, MOUNT FACING NORTH. CALIBRATE TO OPERATE WHEN AMBIENT LIGHT APPROXIMATES DUSK. COORDINATE WITH OWNER'S REPRESENTATIVE TIMECLOCK FORK #1101 14 rI 20A HAND -OFF - AUTOMATIC (HOA) I SWITCH. MOUNT IN ENCLOSURE SITE LTSo ALL ELEMENTS SHOWN WITHIN DASHED BOX COME PRE—INSTALLED IN DISTRIBUTOR PROVIDED PRE—ASSEMBLED TIMER BOX NORMALLY OPEN ELECTRICALLY HELD RELAY WITH 120V COIL AND 30 AMP CONT. DUTY CONTACTS FOR BUILDING LIGHTS AND SIGNAGE MOUNT IN ENCLOSURE 30 MINUTE TWIST TIMER FOR PARKING LOT LIGHT DELAY MOUNT IN ENCLOSURE 20A HAND -OFF - AUTOMATIC (HOA) SWITCH, MOUNT IN ENCLOSURE NORMALLY OPEN ELECTRICALLY HELD RELAY WITH 120V COIL AND 30 AMP CONT. DUTY CONTAC FS FOR SITE LIGHTS MOUNT IN ENCLOSURE PANELS A OR D �g��►r��9i�do�l (ROOF TOP UNIT) J1 CIRCUIT _ CTI J2-'1 �rHs72n(PFI) _ PTO 11-8 J2-2 J2-3 —TO RELAY "BC" BREAKER ON DETAIL 14, J2-4 SHEET E6,0 INSTALL J2-5 J2-6 0 STATE OF >'•� �' SHUNT 21 d, \•• A •♦' L '' +OR ON TRIP ROBERT WAYNE CASE FLORIDA PE. #44643 i CIRCUIT i n I L BREAKER �r IN PANELS Fi "All & lDll PER CODE HOOD FIRE EXTINGUISHER CONTACT PANEL A OR D H-1 1 NEUTRAL NEUTRAL 12.5-20 TON VOYAGER UNIT �g��►r��9i�do�l (ROOF TOP UNIT) J1 _ CTI J2-'1 �rHs72n(PFI) _ PTO 11-8 J2-2 J2-3 —TO RELAY "BC" No 44643CD ON DETAIL 14, J2-4 SHEET E6,0 Lu r J2-5 J2-6 COILTERMINAL OF FAN CONTRACT DATE: 3.16.11 CONTACTOR — -#64A 7 BUILDING TYPE: T -b07 r PLAN VERSION: Aug09-N TO RELAY "BC" SITE NUMBER: ON DETAIL '14, SHEET E6.0 STORE NUMBER: RTU-FANL N.T.S.3 LIS NUMBER: 2011-032 iAC0 BELL --- SECURITY SYSTEM MONITOR. SEE SHEET 2700 S. ORLANDO Di=d. A2.0. SANFORD, FL 32773 BOTTOM OF MENU BOARD I—SOFFIT WALL BEHIND SERVICE COUNTER yomm T-bO / B i 4" 4 MIN MIN SECURITY MONITOR BASE ATTACHMENT. PROVIDE WD. BLKG. DATA OUTLET. SHEET E5.0 ELECTRICAL OUTLET. SEE NOTE: VIEW IS LOOKING UP AT SHEET E3.0 i WALL BEHIND SERVICE COUNTER & BOTTOM OF MENU BOARD SOFFIT. >.......... PLOT DATE: i �g��►r��9i�do�l r - No 44643CD • w "• Lu r -y- 0 STATE OF >'•� �' 21 d, \•• A •♦' L '' +OR ON ROBERT WAYNE CASE FLORIDA PE. #44643 i i n I L 0 0 0 �n U 0 COILTERMINAL OF FAN CONTRACT DATE: 3.16.11 CONTACTOR — -#64A 7 BUILDING TYPE: T -b07 r PLAN VERSION: Aug09-N TO RELAY "BC" SITE NUMBER: ON DETAIL '14, SHEET E6.0 STORE NUMBER: RTU-FANL N.T.S.3 LIS NUMBER: 2011-032 iAC0 BELL --- SECURITY SYSTEM MONITOR. SEE SHEET 2700 S. ORLANDO Di=d. A2.0. SANFORD, FL 32773 BOTTOM OF MENU BOARD I—SOFFIT WALL BEHIND SERVICE COUNTER yomm T-bO / B i 4" 4 MIN MIN SECURITY MONITOR BASE ATTACHMENT. PROVIDE WD. BLKG. DATA OUTLET. SHEET E5.0 ELECTRICAL OUTLET. SEE NOTE: VIEW IS LOOKING UP AT SHEET E3.0 i WALL BEHIND SERVICE COUNTER & BOTTOM OF MENU BOARD SOFFIT. >.......... PLOT DATE: i