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Kentucky Fried Chicken 91-05878
1 BOARD OF COUNTY COMMISSIONERS PUBLIC WORKS DEPARTMENT October 31, 1991 Mr. Howard Deichert�s Darby & Way, Inc. NOV -- 11991 1439 S. Pompano Parkway Pompano Beach, FL 33069 Subject: KFC - Crossroads Park of Commerce Dear Mr. Deichert: Enclosed are three (3) sets each of construction plans for the above referenced project marked "approved". Because you are acting as the Developer's representative, it is your responsibility to distribute the extra sets of approved plans to the Contractor and Developer. Please notify the County Engineering Division of the date, time and location of the pre -construction meeting for this project. Attendance by our Engineering Division representative will help insure better coordination wi --h our Construction Inspector and will also be an opportune time to address any questionable items. We will require two (2) sets of signed, sealed and dated blueprint record drawings and a mylar sepia with the engineer's final certification. Preparations shall be in accordance with. Section 11.03.03, St. Lucie County Land Development Code. If we can be of further assistance, please call me at 407/468--1707. Sincerely, R.A. Bouchard, P.E. Assistant County Engineer RAB:TEP:lb Enc. cc: Building & Zoning -- Hyland KFC .2 HAV€RT L. FENN, Distn" No 1 • JODY CULPEPPER District No 2 *JACK KRIEGER, Disma No .� • R Dk E TREFELNER. Distna No 4 • Jim WNtX. Disrno No 5 County Aom,n,srrotor - JAMES V CH:SH00A 2300 Virginia Avenue 0 Fort Pierce, FL 34982 Public Works: (407) 468.1465 FAX (407) 467-2362 Division of Engineering: (407) 468-1707 FAX 467.2.362 m Division of Road 6 Bridge, (407) 464.251 1 FAX 467.2363 Division of Mosquito Control: (407) 468 1692 FAX 468-1565 e :Division of Solid Waste: (407) 468-1768 FAX 489-6987 pR# 9 1-2 170 P,oject Name: KENTUCKY FRIED CHICKEN - RESTAURANT - 3092 SQ. FT. Aicbitect: GODSEY ASSOCIATES (BOB STEWART) Pb: (502) 583-6611 (KENTUCKY) C'mtractor: SHAFRANSKI CONSTRUCTION, INC. Ph: 569-5862 (VERO) Owrier. HARBOR FEDERAL SAVINGS & LOAN ASSC.Ph: 466-3321 Address: CROSSROADS PARKWAY & REYNOLDS DR. FT. PIERCE, FL Occupancy Classification: r-'nk?v' Type of Construction: Height and Area: Or c-upancy Require wets per Cbapter IV: 09 Construction Requirements: A. Fire Protection: W-4 B. Egress Require zents: Other Requirements: Elevators 4 Spriaklera Standpipes w Combustible Materials - Interior �I Roof er e�k 'Light - Ventilation - Sanitation Mtodicap 11.1equirerwants Plana isent to Fire Dept. -bate: A"roved: I'lot Plan ('Peck Water -Sever E'nergy Code Paving & Draimage approval by Engineering Dept. spcc-.Sl Conditions Prior to issuance Tlbreshold Affidavit;' fore Issuance Affidavit ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name of Feepayer �� AddressE�NOLDS Date `b 3 ` I Permit # Z117D Road Benefit and Collection Zone # h1AjP4L n1 The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986, amended March 1, 1990. ------------------------------------------------------------------- IMPACT FEE CALCULATIONS LAND USE FEE PER UNIT TOTAL TYPE , UNIT IMPACT FEE # UNITSCIO -- 5-31R,0b # PARKING SPACES _ # STUDENTS (X) _ $ u� FOR OFFICE USE ONLY SPECIAL APPROVALS REQUIRED DATE RECEIVED NOT REQUIRED VEGETATION ENVIRONMENTAL _ PLANNING/SITE PLAN CODE ENFORCEMENT _ — ✓ . USA TAZ WATER SUPPLIER — - SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORM6eATER PER MANGROVE ALT SEA TURTLE PROT — REQUIRED FEES BP VALUE $ PLANS EXAMINING FEE $� RADON FEE: 9e7 ROAD IMPACT FEE $ — %5_�3 , o 2 ROAD IMPACT DISTRICT &yc -t J L ,N 1? ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES: NO: SCHOOL IMPACT FEE $ DATE PAID: SCHOOL IMPACT CREDIT: YES- NO: SCHOOL BOARD APPROVED EXEMPTION: YES: ALTERNATIVE DEV_ FEE $ DATE PAID• ALT. DEV. FEE ZONE: �`�--- GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY SUB PER41TS REQUIRED 000, Z_BBL ` LOT COVERAGE ZONING CHECKS NOT REQUIRED CHK# CHK# _EASEMENT LOT SPLITS BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION*- St. Lucie County PROJECT NAME: KENTUCKY FRIED CHICKEN CONTRACTOR: Shafranski Construction ,__-- ARCHITECT: Godsey Associates OWNER: -Sle, . C LOCATION: Crossroads Parkway/Reynolds Dr. BUILDING SIZE:—_ , 3066 so. ft. OCCUPANCY TYPE: Assembly "C" CONSTRUCTION TYPE: SBCCI. YI un. NFPA. V (000) FIRE PROTECTION: Automatic Sprinkler Yes No Occupancy Hazard N.F.P.A. #13.-- �y — Requirements: 1. Provide a 22" x 36" attic access panel.. PLAN NUMBER -_ #6167 BUILDING DEPT. PHONE NUMBER 569-5862 PHONE NUMBER 502-583-6611 DATE RECEIVED 10-9-91-__ --- --- 10-10-91 NUMBER OF STORIES - BUILDING HEIGHT--___ 2. Item 701: This fire extinguisher shall be a minimum of a 40BC rating. 701A: This shall be a minimum of a 20BC rating. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HqUR NOTICE REQUIRED ON ALL INSPECTIONS DATE ,..i �< • a :i��z�'`i.*,#`°. -. _.. .. ,s„ yr.�z.,..^..,_1�_.'4z5." vi< r^i a: 4r � t b ;'sr6`:� "> �r c i I f c � � r ..7r.T 5 T n. 101 - 1 COOLER T------------ - ------------------------------- KITCHEN O O ERVICE 0 o P .4f _ 1 FREEZER g 4 € a- �All � ��Y 'CrEX."ri-Ra rt�J•R rs `�: � 5 t�..r• : �F 1- r � � K � I - J q aw- -.P •rerc.ia•,: r LOBBY WOMEN -F MEN 38'-O" x 76'_0" WOOD STUD ILLUMINATED AWINGS HENNY PENNY (8 HEAD AS COOKERS) 76 SEATS "UPTOWN TEA " ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY DATE •► PLANS AND Pr:nrw T MUST BE KEPT ON JOB OR NO INSPECTION W1,IU PF IAAE , -- f r- me Spread Rafmg t WU'ays class Alpl�l Z. miA1M#1M CIOSS her Amas Iffr LOCIE COW - FTi PIERCE I 1111�u VM I FOR COU CilMAN Ili : 401110 DATA; NBW TO. It fit LI CO.-O iIIIIERCIi FWE PRWIWIOM CODE I I n - it t „r f ,+^t DRAWING INDEX: KF�C 3802.1 STANDARD STANDARD VARIATION" * SHEET NO. TITLE DATE REVISION/ TYPE DATE REVISION/ DRAWING NO. COVER COVER 03/03/89 05/11/90 RF:VLRSE 8/30/91 COVO4R1.382 S2 SiTE DETAILS 03/03/89 05/11/90 Al FOUNDATION PLAN 03/03/89 03/15/90 REVERSE 8/30/91 A0105R1.382 A2 ROOF FRAMING PLAN 03/03/89 05/11/90 REVERSE 8/30/91 A0209R1.382 A3 TRUSS TYPES & DETAILS 03/03/89 03/15/90 REVERSE 8/30/91 A0307R1.382 A4 FRAMING ELEVATIONS 03/03/89 03/15/90 REVERSE 8/30/91 A0409R1.382 A5 FLOOR PLAN 03/03/89 05/11/90 REVERSE 8/30/91 A05061R082 A EXTERIOR ELEVATIONS & DETAILS 03/03/89 05/11/90 REVERSE 8/30/91 A0609R1.382 A7 WALL SECTIONS 03/03/89 03/15/90 REVERSE 8/30/91 A0704R1.382 A8 WALL SECTIONS 03/03/89 03/15/90 REVERSE 8/30/91 A0804R1.382 A9 ROOF PLAN & MISC. DETAILS 03/03/89 03/15/90 REVERSE 8/30/91 A0909R1.382 A10 DOOR & WINDOW SCHEDULE & DETAILS 03/03/89 05/11/90 REVERSE 8/30/91 A1009R1.382 All NOT USED Al2 SEATING PLAN. NOTES & SCHEDULE 03/03/89 05/11/90 REVERSE 8/30/91 A1206RI.382 A13 INTERIOR ELEVATIONS & DECOR DETAILS 03/03/89 05/11/90 REVERSE 8/30/91 A1304R1.382 A14 CONDIMENT COUNTER DETAILS 03/03/89 65/11/90 REVERSE 8/30/91 A1402R1.382 A15 SERVICE COUNTER PLAN & DECOR DETAILS 03/03/89 03/15/90 REVERSE 8/30/91 AI90iRl.3$2; ' EQI KITCHEN ELEVATIONS & PLAN 03/03/89 05/11/90 REVERSE 8/30/91 E0104R1.382' E02 EQUIPMENT SCHEDULE & NOTES 03/03/89 05/11/90 REVERSE 8/30/91 E0204R1.382 $ PI PLUMBING PLAN & PIPING DIAGRAMS 03/03/89 05/11/90 REVERSE 8/30/91 _ z P0103R1.382 ' .f P2 PLUMBING LEGEND & DETAILS 03/03/89 04/10/90 REVERSE 8/30/91 l P0203R1.382A. Mi HVAC PLAN, SECTIONS & SCHEDULE 03/03/89 04/10/90 REVERSE 8/30/91 M0104131.382 I, M2 HVAC ROOF PLAN, SCHEDULES & DETAILS 03/03/89 04/10/90 REVERSE. 8/30/91 M0202R1.382 r 1 El LOWER LEVEL PLAN & SCHEDULE 03/03/89 05/11/90 REVERSE 8/30/91 EOIOSR1.382 , E2 UPPER LEVEL PLAN & SCHEDULE 03/03/89 08/20/90 REVERSE 8/30/91 F0212131.382 E3 LEGEND, MAIN DISTRIBUTION. PLAN & DETAILS 03/03/89 03/15/90 REVERSE 8/30/91 F_0301R1.382 E4 HVAC/LIGHTING CONTROL PANEL WIRING DIAGRAM 03/03/89 03/15/90 REVERSE 8/30/91 E0402R1.382 , *� SPJ SPECIFICATIONS 03/03/89 03/15/90 REVERSE 8/30/91 SFi01R1.382`'' SP2 SPECIFICATIONS 03/03/89 03/15/90 a1 r' SP3 SPECIFICATIONS 03/03/89 03/15/90 + �, SP4 SPECIFICATIONS 03/03/89 03/15/90rr # j f= < SP5 SPECIFICATIONS 03/03/89 03/15/90" ^ SP6 SPECIFICATIONS 03/03/89 03/15/90 4r h � '• I r . '4 f � u s, .i 4 .4 I SYMBOL LEGEND MATERIAL LEGEND KFC SUPPLIED ITEMS ABBREVIATIONS ROOM & ROOM NUMBER 04 NAME GRANULAR FILL. Artwork Booster Seats A.B. A/C anchor bolt(s) air conditioning NO. number NOV. nominal Booths ACOUS. acoustic N. 1. C. not in contract DOOR OPENING NUMBER o [o CONCRETE Chairs ADJ. A.F.F. adjustable above finish floor N.T.S. not to scale 0/O outside to outside _� Condiment Counter WINDOW TYPE O Cupola Tower D/T Menuboard and Speaker Post ATT, ALUM. attached aluminum O.C. on center OPNG. opening CONCRETE BLOCK Drivw/ BLDG. building 31 EQUIPMENT/FURINTIIRr - Mau Stic Loop Drive Thru Window BILK. block. PLYWD. plywood ITEM NUMBER Exhaust Hood BLKG. blocking P. S. F. pounds per square BUILDING ELEVATION BRICK Exterior Lights Exterior Trash Trash Receptacle C.J. C control joint line toot P. S. I . pounds per square inch INSULATION - RIGiD Fire Extinguishers Hand Sink (Kitchen) CLG. center ceiling PREFAB. prefabricated C.M.U. concrete masonry REVISION MARKER HVAC Control Panel unit O.T. quarry file Hearsignt Communication CONC. concrete CITY. quonity INSULATION - BA T T Module System CONST, construction r -DETAIL NO. High Chairs CONT. continuous RECP. receptacle, �� Illuminated Awning C.T. ceramic tile REI NF. reinforce WOOD FRAMING (CONTINUOUS) Kitchen Equipment (all) Kitchen Tile DIA. diameter REO'D. required -SHEET Logo Panels DSPT. downspout RM. room D,T. drive thru R.O. rough opening W60D FRAMING !INTERRUPTED) Neon Logo Lettered Sign Partitions w/ & w/o Etched DWG. drawing R.T.U. roof top unit ELEVATION NO. Glass EA. each SHT. sheet Pendant Lights EL. elevation SI M. similar Planters ELEC. electrical) SPECS, specifications FINISH WOOD Rear Entry Light EQ.equal SQ. FT. square foot, feat SHEET SecuritySystem y EQUIP. equipment STD standard Settees EXH. exhaust STL steel PLYWOOD Slgnage- Exterior EXP. JT. expansion joint STRUC , . structural SECTION Signage - Interior SUSP suspend4;,' Skylight Grid and Lenses F.D. -floor draln Smoke Alarm Panel FIN, finish TEMP temperature GYPSUM BOARD Swi tchgeor FL. FNDN. floor foundation THK thick(ness) T.0 S. top of slab SHEET Tables & Bases 3 Compartment Sink FT. foot TYP typical Toilet Accessories Package FTC. tooting STUCCO Transom Panels U.0 N unless otherwise SECT ./ELEV./DET. Trash Receptacle/Planter GA. gauge noted Trash Receptacles Up/Down Lighting GALV. galvanized VERT vertical �—REFERENCE N0. Walk-in Cooler/Freezer G.B. G.C. gypsum board gen, contractor Wall Lights w1 with Yard Lighting with Anchor Bolts HD. hold down w/o without HT. height WD wood W,W F welded wire fabric ` H.M. hallow metal CODE CRITERIA I N. inch(s) I NSUL, insulation k , a F `;OL)Th FLORIDA __BUILDING CODE BUILDING CODE _BNG : BUIL DING AREA 3066 SO.FT. LB. Pound MAT'L. material' �1 OCCUPANCY CLASSIFICATION SEATING CAPACITY76 _ _-- MAX. MECH. maximum mechanical _ MFGR. manufacturer ' 4, Ik CONSTRUCTION TYPE __ MIN. MISC. minimum miscellaneous s M.b. masonry opening MTG. mci.1ntin IN I e ,i ,� s; Err -: » ��� �rkxs �•� .'^4,.a�^k dFOR -i , r- ,. s , ■ V • �M T a C � - N O LJ N ^ � O V , Z Q w 5 w Q >_ v = :D a z w VoI.�c i-iJ F- a � s j O _j � o > a >- o w a, � N o � STANDARD DRAWN CiY R.A.B. CHECKED BY H.C.G. DATE: MARCH .3, 1989 ?EVISIONS DESCRIPTION 03/I5/90 GENERAL REVISIONS 04/10/90 /?CHANGE EXHAUST HOOD 10 24' X 05 i 11 /90 �3 GENERAL REVISIONS 08/20/90 ^ ^T--- 4 REVISE PENDANTS VARIATION DRAWN BY R.A.B. CHECKED BY DATE REVISIOPJ . DESCRIPTION wnli ENERATION 1802.1 VARIA TiON `TANI"ARD DRAWING NUMBER COVO4RI.382 HEET Ni'lMEIER ICOVER SHEET �r Fr L 0 r-i V, 1 I LL_,t 4�_ 0- CONC. PAD (SEE SITE PLAN)-------, LINE OF WALL BEYOND--- � GENERAL NOTES 91608 �Q - -- WELDED GATE FRAME STEEL PIPE FILLED ED W/ CONCRETE 4' SCHEDULE GALVANIZED CONSTRUCTION ------ I. THESE ARE STANDARD DETAILS -LOCAL CODES PREVAIL. _3 6' CONC. CURB -� _ 2. ALL DETAILS SHOWN ON THIS SHEET MAY NOT APPLY -SEE SITE -3' �' --PAINT. FOR COLOR, REFER PLAN FbR APPLICABLE DETAILS. TO FINISH SCHEDULE ON „ SHEET AG. 3. SEE SHEET A6 FOR PAINT COLOR ON SITE ITEMS SUCH , .r AS DUMST R ENCLOSURE AN BOLLARDS, ETC. E U D - _ PAVEMENT 4. EXTRUDI-D CONCRETE CURBS MAY BE FURNISHED AS A DEDUCT SPEAKER BASE ' --T ALTERNATE NOTED ON BID. Q -SPEAKER BASE / \ --MENU BOARD M - I _p TENSION WIRE \� 5. CONTRACTOR MAY AT HIS OPTION POUR CURB INTEGRAL WITH SIDEWALK TURNBUCKLE—` \ FINISHED 2 0 3�' AND UC AND TURN DOWN EDGE 12 INCHES BELOW GRADE. Q --PIPE & FOOTING FURN. & INST. \ ti Ln BOCAT pSEE SITE PLAN FOR CHAIN LINK - { FENCE W/ "LANDSCAPED' NOTES L- MENU BOARD _ MET.SLATS -GATE POSTS TO BE SET IN SEE NOTES 13-17-� - DROP ROD & FORK \ 6. AREAS DESIGNATED 'LANDSCAPED' SHALL BE BACKFILLED WITH CLEAN U AUGERED HOLE AFTER BACKFILLING / SUBSOIL, FREE OF BUILDING DEBRIS, CRUSHED ROCK, MORTAR MIX, ETC. � FOUNDATION EXCAVATION, BUT BEFORE CONC. SLAB -- --(2) HINGES WELDED IN PLACE (6%, x / LLJ 3'-0� 15' MIN. RADIUS GRADING AND POURING CONC. SLAB. IS/g' PRESSED STEEL GALVANIZED �� INDUSTRIAL HINGE 2 PER GATE) 7. AREAS DESIGNATED 'LANDSCAPED" SHALL BE FILLED WITH NOT LESS �- 80 DR VEK THRU _ - THAN FOUR INCHES OF TOPSOIL CONTAINING HUMUS WHICH SHALL BE `0 `_ _ BROUGHT TO A HEIGHT OF TWO INCHES BELOW CURBINGS. SUCH �- 0° LAYOUT A LAYOUT B WIND W DESIRED - DUMPSTER GATE ELEVATION 7 TOPSOIL SHALL BE FREE OF WEEDS AND FIELD GRASSES AND SHALL 0 NOTESst - -- 0" MEET THE APPROVAL OF THE KFC CONSTRUCTION SUPERVISOR. L>_ WHERE POSSIBLE TOPSOIL SHALL BE PULVERIZED. I. RELATIONSHIP BETWEEN AUTO, MENU, SPEAKER AND RADIUS POINT REMAIN THE SAME ON CURVE OR STRAIGHT AWAY. GATE POST SECTION 2. MINIMUM DRIVE-THRU CURVE SHOULD BE 15' RADIUS. 6- - _ 17'-4" _-- _ 8. IN AREAS WHERE PRIOR BUILDINGS OR DRIVES HAVE EXISTED (SUCH 3. ALWAYS TRY TO ALLOW 80' FROM CENTER LINE OF DRIVE-THRU WINDOW TO CENTER LINE OF SPEAKER (FOUR /, -0° 8• 16'-0„ g, AS REMODEL OR REBUILD UNITS), ALL AREAS DESIGNATED 'LANDSCAPED' FULL CAR LENGTHS, INCLUDING SPACE BETWEEN). - - FORMED BY CURBINGS LAID OVER BLACKTOP OR COMPACTED 3'-4' 4'-O' STONE FROM THE PREVIOUS STRUCTURES, SHALL BE FULLY EXCAVATED 3' OF ALL SUCH BASE MATERIALS TO NATURAL SUBSOIL LEVEL. TYPICAL DRIVE-THRU MENU BOARD/SPEAKER LAYOUT �."�- - I FILL AND TOPSOIL SHALL NOT BE PLACED OVER CONCRETE, ASPHALT, ---- "4 BARS @ 32' O.C. W/ - _ ao OR COMPACTED ROCK. STD. WT. 8' RED -BLACK PAIR -- ---- -- BULLNOSE CAP BLOCK- \ IEV LAPS GROUT BLOCK ?' -- - - - - - - 9. IN AREAS ADJACENT TO 'LANDSCAPED' AREAS O.E.: ALONG SIDE - GROUND riIRE(BLUE OR BLACK) -- - / CELLS SOLID Q BAR WALKS, FOUNDATION LINES, AND CURBINGS), UNDER -RUN FROM CONC. LOCATION I ♦ / I FORMS SHALL BE BROKEN AWAY AT THE TIME THAT CONC. Q, '�'� I FORMS ARE REMOVED. SPEAKER STAND ---- _._� SPEAKER STAND------- ---- ao PAINT. SEE 6" SCH. 40 GALVANIZED STEEL I 10. WHENEVER POSSIBLE BACKFILLING WITH WET SOIL SHALL BE `� d 6• - _ __.� PIPE FILLED W/ CONCRETE O-------_.. _ .._--.----.- -- _ - 8 NOTE 3.- SEE $ 1 I w w G' SPEAKER --- TO EXTEND 36' ABOVE TOP c5 AVOIDED IN AREAS DESIGNATED 'LANDSCAPED'. SUCH CONDITIONS 6' - =� . CONCRETE CURB-------- --- - (TOTAL LENGTH 5'-9') SIM. I I PRODUCE A HARD, NON-ABSORBANT AND NON -DRAINING SOIL CORE NOTE: SOLDER & o INJURIOUS TO PLANT MATERIALS AS A RESULT OF OVER -COMPACTION. '�`�,�" z � INSULATE BOTH - I TURNED _ ,. PREFAB MAGNETIC LOOP 8 DOWN SLAB I� o N 11. DUMPING OF WASTE CLEANING FLUIDS SUCH AS ACIDS USED TO CLEAN CONCRETE CURB-- MAC. LOOP CONN. --- "- I 4'-O' BERM REO'D. - WWF 6X6- 13 MASONRY BLOCK , I �" \ I W2.9 X W2.9 , I I N w FACE BR.CK, OIL FROM CONCRETE FORMS. ETC. SHALL NOT OCCUR IN WALL-6 -8' HIGH - -- _ - , WHITE -BLACK PAIR i THE AREAS DESIGNATED 'LANDSCAPED'. s1 �, TOP OF CONCRETE PAD ------ -- - 12. ALL UNDERGROUND WATER LINES, VALVE BOXES, ACCESS PLATES, �� a CONCRETE PAD ���• ;'l I �Tt I I1'-21 ETC. SHALL BE CLEARLY MARKED BY A STAKE AND RED RIBBON o N Y FINISHED GRADE o I MIN BY THE GENERAL CONTRACTOR PRIOR TO THE STARTING OF FINISH w cv SEE SITE PLAN- G" CONC. SLAB W/ 6 X 6 1 `4� SIM. I o -----O W X 2.9 WELD v - - - E - 2.9 W WELDED I i,_6, ( GRADING 13Y THE LANDSCAPE CONTRACTOR V) w 6' COMPACTED FILL WIRE FABRIC ---_; __..-_- -- _ % $ DIA.TYP. I CHAIN LINK GATE NOTES w > -/ >- - DOWELS 3'-0' . • T-,� 4-s4 BARS VERT. _ L ' - - -. - _ LONG 032' OCONIC. BASE.C.--� I 1 I 4-=4 STIRRUPS _ - - - _ - - - 13. FABRIC f0 BE ,9 GAUGE DIAMOND MESH (APPROXIMATELY 2') = U LOOP SUPPORT --- 'I` Lid _ °� '- % UNDERGROUND4" CONDUITS I'-3" • ' -- I4. PROVIDE & INSTALL 2' (NOMINAL) WIDTH PRIVACY STRIPS INTERWOVEN Q Z TO BUILDING - ----- -- 8• INTO CHAIN LINK FABRIC. FULL HEIGHT OF FENCE & GATES. N o Y UNDERGROUND �4' CONDUIT ELEC. & DRIVE-THRU CONDUITS- "' `l i FINISH OF SLATS SHALL BE BAKED ENAMEL COLOR TO w w FROM BUILDING - I'-4" MATCH DUMPSTER ENCLOSURE I- �� TO MENU BOARD --------- - --- ---_-- I \ Q CONC. BASE-I'-6' X I'-6' X I'-6' DETAIL I _q 15. POSTS TOP & BOTTOM RAILS OF FENCE & GATES SHALL BE 2' FLUSH W/ TOP OF CURB --- -- --- - -- -- -- _ 8 I -- 3'-6' WIDE O.D. GAL V. PIPE W/ 900 MALLEABLE BOX HINGES & LOCKING o D PREFAB MAGNETIC LOOP' I 6 CHAIN LINK DEVICE FOR GATE. N o > (KFC SUPPLIED, AND G.C. INSTALLED) -- B" ~ GATE W/o(r C V 11'-0' WIDE CHAIN LINK PAIRED w 16. FOR DUMPSTER LOCATION, SEE SITE PLAN. 4-"4 STIRRUPS GATES W/ METAL SLATS---- METAL SLATS mQ 17. SUPPLY DROP ROD & FORK ASSEMBLY WITH L o NOTE: FOR SIZE OF CONCRETE DRIVE-THRU PAD SEE SITE PLAN 4-'�4 BARS VERT. -- - - N� PADLOCK CAPABILITY FOR PAIRED GATES. � cw o 0 � DETECTION/SPEAKER ISOMETRIC DETECTION SPEAKER DETAIL ---- --� - - -- wW YARD LIGHTING NOTES 3 6' CONC. SLAB W/ 6 X 6 w,n I2"=1'-0° -_ ❑ - �_ _ ri 2.9 X W 2.9 WELDED z � 18. FOUNDATION SHALL BE FURNISHED & INSTALLED BY G.C.. NOTES -- _. _ __. ._ _-_ _____ � I - PLAN SHOWN IS TYPICAL FOR WIRE FABRIC ---- INSTALLATION--- o � 6' GENERAL LAYOUT AND MATERIAL o - I- SPECIFICATION. SPECIFIC LAYOUT 19. G.C. TO VERIFY AND BE RESPONSIBLE FOR THE ACTUAL I. ESTABLISH POSITION OF MENUBOARD AND SPEAKER POST USING I AND DUMPSTER LOCATION MAY -__-__--_ VARIANCES OFSIZE OF INLOCALQIT ESNAODCING SOILBECAUSE OF COND CONDITIONS. THE AMERICAN SIGN & MARKETING DRAWING N0.2082. -_ VARY WITH SITE CONDITIONS. 2. EXCAVATE FOUNDATION AND POSITION CONDUIT AND ANCHOR - I SEE SITE PLAN • 20. G.C. SHALL INSTALL CONDUIT AND ELECTRICAL SERVICE BOLTS AS INDICATED ON DETAIL I THRU S. CHECK CENTERS TO 12 -6 .� DETAIL _ _-_-----__-----_.---- ___- TO BASE OF EACH POLE. INSURE ALIGNMENT BEFORE POURING CONCRETE, COORDINATE WITH a) I 9 21. FOR LOCATION OF YARD LIGHTING, SEE SITE PLAN OR STANDARD MANUFACTURER'S INSTALLATION REQUIREMENTS. /z"=1'-0" M VERIFY WITH KFC CONSTRUCTION SUPERVISOR. R.A.B. 3. PULL 120 AC WIRE AND LEAVE 36 IN. AT EACH END OF CONDUIT. PLAN-DUMPSTER PAD DRAWN By 4. ERECT MENUBOARD SUPPORT STEEL AND LEVEL WITH NUTS DUMPSTER DETAILS IO 22. ROUND RASE MAY BE FORMED USING SONOTUBE AT PROVIDED. �,_ �� LEAST ti' BELOW FINISH GRADE. CHECKED BY H.C.G. 5. ERECT SPEAKER POST AND LEVEL WITH NUTS PROVIDED. SIGNAGE NOTES DATE MARCH 3, 1989 6. CONNECT INTERCOM FROM BUILDING TO SPEAKER BOX. - _-- -_ -�- REVISION, DE5GRIPTION 7. ENERGIZE CIRCUITS TO CHECK. T _ SIDEWALK __ _- _______ _ _.._. __ ____.___-_�_.___�. -_ �� GRADE OR S D WALK EVI i - (SEE NOTE N0.5)------- 23. CONTRACTOR TO VERIFY TYPES AND LOCATIONS OF SIGNS 03/15/9 8. CLEAN UNITS WITH DAMP CLOTH AND USE TOUCH-UP PAINT 4�'q" --- IC 2'-00 TO BE INSTALLED. SEE SITE PLAN AND K.F.C. REPRESENTATIVE �\ GENERAL REVISION PROVIDED WHERE NECESSARY. TOP OF C7 I 1'-64 6' ON SITE. n 5/11/90 9. SEE ADDITIONAL NOTES (23-29) FOR FURTHER INFORMATION. CURB- �' 5 /2' RADIUS--------..24. ALL PHASES OF SIGN INSTALLATION SHALL MEET LOCAL CODES. l \� GENERAL REVISION TOTAL ELECTRICAL DATA --- - -- -------- + _6"I 4" O.D. STEEL BOLLARD I - : -25. CONCRETE SHALL HAVE A STRENGTH OF 3,000 PSI. - -- - PAVEMENT --- LAMPS: (4) 60' FLUORESCENT AMPS: 2.9 -�. It. ° u a n ,; �' - --CONCRETE FOOTING V \`1° 26. ALL FOUNDATIONS SHALL REST ON UNDISTURBED EARTH. LUMENS: 21,600 VOLTS: 115 CONDUIT FROM \ ,n ° e n :.n, �. h'' �- II _ 27. INSTALLATION AND NOMENCLATURE OF SIGNS TO BE VERIFIED SPEAKER POST---- 4' .f{ a w 4" RAMP- I ----- CONCRETE CURB WITH THE SIGN MANUFACTURER. ///'''��r CURB AND GUTTER DETAIL (ALTERNATE) PREFABRICATED ANCHOR :: _ - =,� e SLOPE_ 28.EXTERIORIN L P TS AND BASES. TO BOLT CAGE FURNISHED ,I a_-_____ $L- flA ALL SIGNAGE INCLUDING SUPPORTS A BY KFC - _-.-/ ,, a __ _._� __._ -� -- ------ -___ __ ---------__--- %2"RADIUS EDGE -I " BE FURNISHED AND INSTALLED BY KFC. 06 ° -- EXPANSION JOINT /1 CONCRETE FOOTING I z I I I MAT'L --- �- 29• ELECTRICAL SERVICE FURNISHED & INSTALLED BY G.C. BY G.C. 6 15 7'-0' _o" Io,_0„ 1 7'rC" _- VARIATION FRONT DRIVE-THRU MENU BOARD DETAILS q SIDE ELEV. S15 L - - R.A.B. I _ _ _ I FINISHED GRADE OR o DRAWN ov /2" 1 � PARTIAL DRIVE-THRU ELEVATION CONCRETE SIDEWALK � = r_HEcr.En By H.C.G. (SEE NOTE N0. 5J - - 4'-0' MIN. FROM ANY VERTICAL _ 13 NOTE: 6" OBSTRUCTION OR 3'-0" MIN. RATE 8-30-1991 ��--- �/4"=I'-O' REVISIONS DESCRIPTION ALLOWABLESOIL LOCATION & PROVIDE EXPANSION JOINTS � FROM CURB �I (4) i X 36 X 3 ANCHOR \ �r I PRESSURE (PSF) DEPTH I � OF BOLLARD AT 25'-O' O.C. OR AS SHOWN EPDXY -- i REVERSE BOLTS THREADED 41�4' MIN. ` & BUILDING WALL ON THE SITE PLAN 5 `- BOLT TO EXTEND 4'/4' OUT OF ", � 8 000 OR GREATER 4 " /8 DIA. HOLE ,�. - -' - ------ -----___- - --- _ I'-�, � 6 x 18 CURB (STANDARD) I TOP OF FOUNDATION. (2) 1' 12 _ _ __- 2,500 TO 8,000 _ 7 _ y I BOLLARD. SEE 4' O.D. SCHD. 40, PRECAST CONC. 9d HEX NUTS AND (2) 1' FLAT - ��p 1.500 TO 2,500 10` - W/ WALL THK. WASHERS PER ANCHOR TO BE � .280 IN. (TYP.) CONCRETE CURB SECTION 6 -0' LONG WHEEL °P- - - I'/2" FURNISHED BY KFC & DRIVE-THRU-_------- CONCRETE PIPE FILLED I 17 ( I I FOOTING W/ CONCRETE---�\ i '/Z' DIA. X 2'-0' LONG INSTALLED G.C. p - ._ I - STEEL RODS (2 REfl'D.) --- PAINT. FOR - - , �° __. _ I v ---_____.___--__- -CONCRETE CURB ` �--- YARD LIGHTING BASEPLATE CONCRETE CURB -J' COLOR, REFER -F y I�4" GROUT--------- - . I a 12 EXP. JT. � TO FINISH I - PAVEMENT e I w I'i' o �' SCHEDULE ON 21 PAVEMENT OR II 0 MATERIAL - - SHEET A6:- 6" 4' -FINISHED \ a GRADE `� RAMP DOWN �' _____ II• PARTIAL DRIVE-THRU PLAN PAVEMENT - , _ WHEEL STOP DETAIL 18 w I4 %o --.RI H SURFACE ROSS I1/2'=I'-0' -... --- BEET nrLE A SITE DETAILS CONDUIT BY G.C. _ - - `° - : '1• 1 RAMP -MATERIAL Tp . p o a SEE SHT. A6 FOR LENGTH------ BE ASPHALT w CONC. BASE --- - w ' ''' (CONCRETE OPTIONAL d Z STEEL OR ALUM. RAIL . s w (SEE SHEET A6 FOR COLOR) - '� FACE OF BLDG.--- o __ - WITH HIGHWAY o `" �� MA'RIx • a 2' SQUARE POST- __- 6" - _ a � � a_ b' CONCRETE II/2" -CAULK - � RAMP PLAN CROSS RAKE �� z `D ALL 7 . \CURB SEE PAVEMENT 20 SURFACE) -- f - -�' /B SO. PICKETS a 6' O.C.- PIPE AND FOOTING 1 �� I „_ ,_ „ .S` (4) �4 BARS o _ / NOTE NO.5 tVARiES) FURNISHED AND - /4 -1 O SIDEWALK-- �O cENERanoN u o I �/ INSTALLED BY G.C. �° SEE SITE PLAN --_ CURB 3$02.1 cn I/2 BOTTOM RAIL----- - - - --- *3 TIES AT 12' O.C.-- ---- w I �, PAVEMENT I �_ �` '� vARlaT+oN u, - I 6"D x 3 O'W i i� I -- REINFORCE WITH 6x6 � FOOTING STANDARD SEE NOTE N0. 22 " - `" SIDE WALK SEE SITE PLAN- - - I/�" EXPANSION -___ p - _ - W1.4xW1,4 W.W.F. 3 -0" 5`-0" 3' 0" - - (THIS SHEET) - -- 1 -IO DIA. JOINT - -". l -- -- -- - SAWING NUMBER 00 - --CONCRETE RAMP DOWN v _ 0201RL382 1:12 MAX. SLOPE HEET NUMBER SECTION OF CURB SECTION OF DRIVE-THRU CURB FORM R NQ HOLE USING ALUMINUM - - - - - -- - ---- - -PARKING LOT PAVING. YARD LIGHT FOUNDATION 2/g' X 4 4' SLEEVE GROUT FULL W/ - IS 16 SEE SITE PLAN. l2, I -0, 11 NON -SHRINK GROUT (SAME SIZE AS 12 OZ. I/2 p SODA POP CAN) ------ RAMP SECTION - YARD LIGHT DETAILS :SEEADDITIONALTEINFORMATION8-22FRHANDRAIL DETAIL DRIVE-THRU LANE DETAILS '/4"=1 _q° 21 PLAN -CUR RAMP S2 22 - MISC. CURBING DETAILS ,/4,=I,_0" 19 ft- .. ,-,:. . - IV1 .. -: � - _:.. .. � ,., a9. r: ml IF . 'r,m_ "I, . 0, Fm�, W., -� ' - e. 's• I, N H H L - WN ANCHORS WHERE SHOWN I ° PLYWOOD Yw0 D SHEATHING .,,.,. .: r . f 8 ON FOUNDATION PLAN --- a _-___._.- 1p4 � 6 CMU GROUT ALL /2 0 A NG 2x6 STUDS y � n „.91608 2x6 PLATE ALIGN BOTH SIDES '�I , . 1, P'. CELLS SOLip WITH INTERIOR BLOCK 6° o -_��` WELD PLATE --- _* FACE- 6' C.M.U. 6'x8' HIGH STARTER BLOCK �'� C (2) 8'x8'x3/8' " EXPANSION JOINT MATERIAL GROUT SOLID �\ o GROUT ALL BLOCK WELD PLATES �_ _ SIMPSON HD7A ANCHORS W/ (3) o CORES SOLID 5' CONCRETE SLAB W/ 6x6 FINISHER GRADE. 11 7 ° EACH END OF SLAB 1 /_� I _ SEE SITE PLAN. Ii 4 CONCRETE SLAB ,I / DIA. BOLTS THRU TRIPLE �. WITH (I )1 . © W2.9xW2.9 W.W.F. - �- S�UQS AND ll/8'x3O' ANCHOR BOLT � `, -6x6 W2.9xW2.9 /2 6° • I +�i COMPACTED GRANULAR FILL EL. 100'-0' - ,� x8' STUD ANCHOR - 0 a o --" . 11 _ I EL. 100'-0' �� TOP OF SLAB a . IN CONCRETE. SEE FOUNDATION ��: 7CENTEREDEOVER E' I c '_ PLAN FOR LOCATION. !/// I , ( ,° v o o � � --„ I PER PLATE --__ _-_-- EL. 99 -5 `9� `� � a Da �° ° � G �o - , I `r TOP OF SLAB i+ .0 • 9 � • � 11 t- 'o 1, PER CL /2 0 ° gva . ' a � t 1 lid o ' ` 3" DEEP NOTCH n ° ° °"°moo °� - 1 - _ �_ - - - - �,� TOP OF SLAB - _ G { I Q I 1/2' DIA.X24' ANCHOR BOLT 11 g °°, °b o : i IN WEBS OF � °; A- - .&'- . 'p •--+I- T - -- -D- - `Ti p r in rA- = -, , 6 I • " I11 (SEE SHEET A4 FOR ° IIJ - 1I __�- I( ' r3 , , � a ° �° , 11 r � - SPACING) (II/e' DIA.x303 ri ! T BLOCK CELLS ,, L' D J 11 G `r Im 0 O ° ° un1 ;��- _�,R ... � I i FIN. GRADE 4 4 FOR CONTINUOUS ! 1 D MANCHOR BOLTS Al t !)V� D I ©J -".W C) 5 BARS I SEE SITE , j Q t� r ,o HOLd DOWN ANCHORS) -- 8' I 1I D PLAN- D 1 - I0;1�� 11 � 1.- 8�.___ 2' PERIMETER INSULATION pn n o! o D G II " vI EXPANSION ,OINT MATERIAL I• I �" h o' Qn t ' 8' C.M.U.GROUT ALL V 8 I, 3#5 CONT �, _ -1 , -1 I t I / 8" I I. N cv iD 0 *5 BAR CONTINUOUS r W N -� CELLS SOLID I- - w� 1 - x n v . I ! - - �- - #5 �24 O.C. + 0 a I �� �ku,•:cif i - v �} I - § - 1�ia.a,. ° ° a' #5 BARS a 18' CNft.C. - o j "5 BAR, CONTINUOUS D _ 4r _ Im. � sue ' O v - -l_ 10„ C.M.U. I g � N W I �� F ; _ - . ° ; - #5 DOWELS AT 32' O.C. SEE DETAIL ,I - � -* �-. 1 n I a ° I � a W.FOR ADDITIONAL - 2 _6 1,-O. =&�r.� -,� -' W/ A.C.I. 90 BEND AT ---� 9 1x, f' BOTTOM. FNDN. INFORMATION 2'-O° SEE QETAILO # a �I- -� , I-- s 1.t � ? I11 - y `, - x FOR ADDITIONAL ;% �+ - - - ... o'"`d- Lr -,1 2'-O" _! (3) #5 BARS, CONTINUOUS FNDN. INFORMATION ----- ---� O '11,'k P. SECTION - TYPICAL SECTION @ FRONT WALL SECTION @ SHEAR WALL SECTION I .w41*_ I 2 SEC ON @ COOLER/FREEZER-2J 1 .r J . 11 ` was, DOOR & FRAME EXPANSION JOINT MATERIAL DOOR & FRAME SIMPSON HD7A HOLD-DOWN EXPANSION JOINT MATERIAL PRE-FAB COOLER '/2' PLYWOOD SHEATHING -";.- ANCHORS WHERE SHOWN I ,� �f� r�g� THRESHOLD - --------- THRESHOLD - ---- - 2x6 STUDS I l ,, QUARRY TILE FINISH QUARRY TILE FINISH I BOTH SIDES - -- --- I% ON FOUNDATION PLAN ---- ----- o �; �µ� 6 CONC. SLAB 6 CONC. SLAB FREEZER UNIT - ---- - +„ " (SLOPE AT '/q' / FT.) (SLOPE AT 1/q' / FT.) 1 6'x8' HIGH STARTER BLOCK--- '��� o ° 1 F �' SEE SITE PLAN I ! SEE SITE PLAN -``' o �--- GROUT ALL BLOCK 6 C.M.U. 1. 1MPSON HD7A ANCHORS W/ (3) o CORES SOLID GROUT SOLID 1/J�zZ' EXP. FILLER----- I ' pIA. BOLTS THRU TRIPLE iT II ' I1 PAVERS- r--- VARIk;S FROM A MAX. / \ w2.9xw2.9 II `k a« +- EL. 100'-O' EL. 100'-Q' �` __._ / 6'/' o KITCHEN DOOR. SUDS AND II/8'x3O' ANCHOR BOLT /// \ i[-6x6 . -- !N CONCRETE. SEE FQUNDATION� �� wwF 9 FEET WIDE, �. EL. I00 01 00 -41 I r b - - -N.-- - .. a ITE PLAN FOR �- ----------_, - 11 �` }, .x a-. - a o �• a �, TOP OF SLAB s = _ - .4 • TOP OF SLAB - `ti ' /E I' CENTERED OVER _ sE s I --- -- TOP OF SLAB a ��a o ° --- a' a° SLOPE a G ADES. tr , a v PLAN FOR LOCATION. - I 6� . <,. d- I ° Id a 1 o o Q , \ I FOUNDATION q Ii a p. ,e adM1 '� �s K ? ✓ n ': o(`° ° (��i1 f 'i�•1 ..{ _•"}c4��""-�'-' _ \ p cl I �M_s � M1 pO ° -- _ - �� rt Ii __ - .y - - - - - 1 - - - - - - --' CJ" C.M.U. �I y76°Uy o° ° ° 00 0 1 } shy ' ? :: !, �„° °I - _ :' �� n �- G I J� - - - - �, I GROUT SOLID _,��.. 4 _g , I -� ° wI �,k -I SEE DETAIL© rI �t r i II - all I o �' o; 1 'fib °°�` " W.W.F. REINFORCING 4i/2" I W.W.F. REINFORCING I POUR WALK AFTER I,,n w: 1 D £� D �I #5 DOWELS 32° Q.C. "I'' - #5 DWL's 32" O.C. FOR ADDITIONAL" (ALWAYS PLACE I#5 �S !." AS SHOWN ON AS SHOWN ON COOLER/FREEZER IS - 0' I t r�3 0l. i FNDN. INFORMATION - +l, SITE PLAN 8" -8 8" -I SITE PLAN II" ' ,N" I1" INSTALLED. TURN DOWN �' II C D G I 8" 1 ,,&'.. rG -�, i 1 DOWEL IN CELL WITH Ni -- '� ;of EDGE OF CONC. WALK. i i->. r I ,�. D HD7A HOLD DOWN ° _ n 4 ' �Y' #4 DOWEL #4 DOWEL I D ' II D - # ANCHOR BOLT) I 1 Ill I �„ [ j IN + REFER TO SITE PLAN 1 5 5 CONT i „,"If � N (FOR �CONC. SLAB) �, , (FOR �CONC^SLAB) - -- "'j FflR WALK THICKNESS & j ��;� 0 ' ' D ) [I- _ G T N 4 �'I. io 24 C.C. GROUT o d I �, 24 G.C. vROUT v -''' _ - _, - - - - -• ' y--T d D REINFORCING. „ �' Tn �, C 5 18 O.C. o ALL CELLS SOLID o ALL CELLS SOLID �� I "t - - ° ° rll ,,,,- - - BELOW GRADE �� p I D -''f r�� 4 #5 CONT. ° O I - r, .- # Z_ 4 "5 CONT. -� I 9 w cv "' k BELOW GRADE - _ �- - _ a _ -- �5 gi24. O.C. 2 -0 I (A z v = I I , r� r v C �°' / I 2- 9 COOLER/FREEZER 5 -4 ~ w I ,,t EXTERIOR 2 _G I INTERIOR EXTERIOR -- � 9 - FouNDATIoN - - ---� _ __._._-__._.._�.____------------ SEE DETAIL © a N a I `J > I ;�,k ; , . -+ r FOR ADDITIONAL - 1 SEE DETAIL c w --9 INTERIOR FNDN. INFORMATION-- �-• ( ._. "• w a } ' I * A FOR ADDITIONAL 0 - - I_ � " FNDN. INFORMATION `�5 '� -. - o• -' = v �� : wm SECTION @ ENTRY DOOR SECTION @ SERVICE DOOR - #5 IS• c.c. WALK DETAIL @ SIERVICE DOOR SECTION @ SHEAR WALL SECTION @ REAR WALL Q of z �, s 5 6 7 y J Ii „ C111 %4,,. I _ „ 1 � r* a T a -- 09 Lil I i < 11J Li I 1-- a IM ' f4ry,K cf. rfi s = J _ t , 00> } td ( 76'-01/4% 0/O FACE OF C.M.U. 0 D � v f"s�Tll'� Jf M,. r I:" v e- y* 3{ �. "'~y 1-------- OF r•u n P I u ('�F-.---I.--,- _______ __ t" r�" r' O 0 v FA JtC.M.U. 29` 0" 0/0 FACE & S .C.M.U. 21 3 /4 0 0 FACE C.M.U.C.M U 25'' 9 C f ,� �'"��� g ,,� ` v k x 4 'r'q v '"¢ '� r r' fig"g;s""�.i '� } Y Y. _- -__� _ Q 41 ee-- r�, n. �< F' Awe r '!'-:'*7 y'r, F.�yj� ,t� ,z ° ! .- - .- -. .- - ._ =1;..`. �" II t�.C.I K' h 5' YP SJ. r`dt' �z�s'%''f -.: Y r ., -- Ic I -, �:4 I j f f , L aif, i 8'-2° :_ t I ' ! ! I a I 5 f EDGE OF INTERIOR �� ,�,�, � STANDARD /2"'G, I ERIMETER ANCHOR �11„� �_ BOLTS TYP. SPACEp 2'-8' ON I `'`�;:; „ 1 �,- FLOOR SLAB t Kj"' _l '4 ! SIM. SIDE WAL LS AND 2'-O' ON FRONT �;� I I I k;,",; 1 13 - - - - I i" . TM<. AND REAR WALLS. REFER I \`_ ------------------------- i fi "� "" q z I TO SHEET A4 FOR SPECIFIC I I ! I �` ` ``,,, ! 0:" s = LOCATIONS AND SPACING I \1 - - - - - - - - - - - -- - - - - - _ _ }. .11 :fi ��-------------------------- -- ---- --I ! I � 3'-3 . �7�?�=�4- -----------------------1--- .11� tl I "` - - - -- ' --------------- - - - -- I %a' ,.�:::;;;` o I € STANDARD �Y� I 6' �- i I --------- -------- -------- --- -_- J HOLp DowN k ' ' 'Z" -. - �I i DRAWN BY R.A.B. 'n. 3. ",k I � � -I I' - ANCHOR I 11/8 DIA.x30 I ° �tik x >Jc': r I X l . �fi ., - . _.__.. -- -- ,zl;;; - LONG SPECIAL I cHECICED g'r ! I I OLT k; , I H.C.G. I '� '_" I I o 1 I ;� a' HOLD QowN .. a I D �� o I :�„: E:� i I ! ! DATE MARCH 3 19$9 �i I , ANCHOR BOLT I ! (I I I ! `` 1 O I ! I R Y! DNS DESCRIPTION 11 I 03/15/90 I f 3" EL. 99 -101/2 �;;;`,;,,, ,,; I i I GENERAL REVISION I yam, ``,`�`,, , ` ` `, I 1 t p � , x Q � � --REINFORCE SLAB 1 1 �� Y ' `s M� ( r 'o I I .p I :' ,11 ` FOOUNDAT ON WALL I I I } 4 --- I 0 ES s ° ' a� � I I EL. 99 -101/i o F.p E:,:: :y I I GENERAL N T ., I r a- m \ I f I I z ; fi F: ham_ i I ! I I. CONTRACTOR SHALL TREAT SOIL UNDER SLAB WITH PROPER TERMITE PROTECTION, � Sn Y �11.1,111.,� I Q Ln y! SEE SPECIFICATIONS. ¢fix cni° a, ! OF SHEAR WALL I I f r1 �. I.' 4', .� ,�_ -i I 1 5'_4' 2. ALL TIMBER (W000) IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. '�� � ° ( ZQ c� �� I ! I i' v ! ;I I I 3. SEE SITE PLAN FOR LOCATION OF WALKS, CURBS, HANDICAPPED RAMPS AND ALL r.r� h N ! oar-, �o "I 1 N ! 1 OTHER MISCELLANEOUS SITE WORK. r1" I Y�N� c9 1 I I + I ! I °' 4. FOOTING SHALL BEAR ON UNDISTURBED SOIL OF MINIMUM 1500 P.S.F. BEARING I ° I z `D I I I I (! I as CAPACITY. . �� I WNO � I I I I VARIATION " �'':'�, I �nxr-f-- ______� I 5. VERIFY SOILS STRENGTH, FROST PROTECTION AND OTHER LOCAL CODE REQUIRE- . ;� i I � I I i i I 0 MENTS PRIOR TO POURING CONCRETE. DRAWN BY Q.T.M. R.A.B. 4 H.C<G. _ -i - I I I Q 6. REINFORCING STEEL TO ESE INTERMEDIATE GRADE DEFORME❑ BARS PER ASTM A615 cHECKEo er r a I l� I I o '�4"' l'�' o o > I i N (GRADE 60-F=60,000 P.S.i.). DarE ,"'; I� .x �, I r I ! Y 8-3G-19�1 Trr&, 6i O 1 � CC i I t`� , I ! I O . REVISIONS DESCRIPTION �,I ` ` 1 " 7. CONCRETE TO HAVE 3000 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS ALL 3. 3� F •�' I I I 1! I h , „ _----- --- ..--- i ► 1 o CONCRETE SHALL COMPLY TO APPLICABLE SECTIONS OF ASTM C-94. I REVERSE ,: f I"", ",,,,,9 i \ t.: L I 150" �;�:, ;I 13'-8'/z" 4' THICK UN-REINFORCEp CONCRETE SLAB TYPICAL OVER I I o $. co ON E VERTICAL FOUNDATION WALL REINFORCING AT CORNERS AND AS INDICATED - 3'-2° _ I N FOUNDATION DETAILS GROUT BLOCK CELLS SOLD AT ALL REINFORCING, AND , a �k�„ --- -- = COMPACTED GRANULAR FILL. T.O.S. EL. 100'-O' U.O.N. _ g I I r, ALL CELLS BELOW GRADE. a'*�`` j I I :1 `� _ _I_ ! I 9. ALL FLOOR DRAINS l P F �Wti . z 0 N F D) ON LAN ARE NOTED WITH ELEVATIONS MEASURED FROM - w : l4) 8 x8 x/8 - `? I ( �; I - I I I THE TOP OF CONCRETE SLAB (100'-0"). FLOOR FINISH THICKNESS IS TO BE ADDED WELD PLATES I j:�� 7 »- �.'' .;,. cv I ! I I ! I TO THIS ELEVATION TO ESTABLISH STRAINER ELEVATIONS OF FLOOR DRAINS. EACH ENQ 7 0 1 9 -4i/2` 9'-71/2' k1 1 �I,' 12'-i0'/2" 1 1 :I OF SLAB'x I - -- ----------r---- 1 I 10. ALL HUB DRAINS (H.D.) ELEVATIONS GIVEN ON PLAN ARE TO THE TOP OF THE I r ~a3 1 � „, r �'' a . rl) ' I I HUB WHICH IS APPROX. 2' ABOVE THE TOP OF CONCRETE SLAB OR TREATED ,� r I'llL� I M I I I I WOOD CURB. "� y I �`�`� `i`,`,` a, fi s „" r_ o : rn o I EL. 99'-I I' 1 �' I KEYED CONSTRUCTION 4 I I1. WHERE UNDERGROUND ELECTRICAL SERVICE IS REQUIRED, LOCATE ENTRANCE CONDUIT s W 11 I I I `,1 , 't"", I OR SAWED CONTROL IN FOUNDATION WALL ABOVE GRADE BEAM AND/OR FOOTING. ' F zo I JOINT IN CONCRETE I I " a p - *5r 1 I I \ F.D. f,;;,::i:;: ;` i1/a"DIA.x30" , SLAB I I i2. PLUMBING WASTE LINES EXITING BUILDING THROUGH FOUNDATION WALLS SHALL x r I I I i_n - HOLD DOWN I I BE PLACED IN A SLEEVE. THIS SLEEVE IS ALSO TO BE USED AT GRADE BEAMS, SHEET TITLE ! C3'3 I f`:'."�;`;`; ANCHOR I I ! 1 FOOTINGS AND THICKENED SLABS WHICH ARE PENETRATED BY UNDERGROUND LINES. FOUNDATION PLAN yr _ `-`' �:�`;; \,```: I BOLT I11/8'DIA.x30° I ! 1 SLEEVES SHOUND HAVE I/2 IN. MIN.CLEARANCE AROUND PIPE. „G r o ,. m I �I '' t1' LONG SPECIAL �• 1' r- I I I °� REINFORCE SLAB 1 F.D. HOLD dOWN I I 13. FQR UNDERGROUND P.V.C. CONDUIT (SYRUP & REGISTERS), PLUMBING & ELECTRICAL 1' 'DIA- 51.x30' ' ;; 'j,' ;' I OVER SHEAR WALL ' MATRIx d� I ( /8 � 1 ANCHOR BOLT \3 1 STUB -UPS INCLUDING GROUND ROD, REFER TO DRAWINGS El AND PI ^, Z22,Z24 I LONG SPECIAL C' `; FOUNDATION I � EDGE OF INTERIOR \j I ' i ! 3n HOLD DOWN i 1 ` 11 ,; 0 1 EL.100'-0'�' -FLOOR SLAB � I �, ` ANCHOR BOLT - - - -_ -----------' - =---------- I ----------- -------- ----- \! I - -- - - ----------- -------------- --- -- s �" GENERATION - - -- - - - - - -- o J I � far -- - - --- - .Y.` -- - --- - ---- ------ ----- - -- - --- - - - - --- -- ---- - --_� I 1 38021 - - _ - QUTSIQE FACE 1-1 11-- ---- --------------------- F F N Tt0------------------- --- - ------------------------- - _--------------------- 0 OU DA N. r 1 I, �33 P i- VARIATION ,. - `- WALL �_ .. sw�ct r ,, •+' ti -.. s 'c" "` � DRAWING NUMBER11 k �a ; , `IQ"'* t:,0 *.�d�i''' +n'+ h "k � , �- i ,'. J. ,>t ;'3 _; �" j f}_ AQ105R1.38� 4. ,^- f f. OF SHEAR WALLe I . W - (.PP' T f 3i. ) k k 1 f.> 1K Yr _ 1lt "i h' M NUMBER O �s x� AF k y r a 4u t ,\a I `� . I SHEET ,: r:.f� . - I 6 71 ° 5/8 � ^! � � ,� r� , 33 I I/a 35 5 w i i FOUNDATI P �� j� R.0. � x $ ; w ON LAN I -- 76'-01/" O/0 FACE OF 6" & 8" C.M.U. F- -- „_ n ; :,,:._ 4 . Al d I _ es.>b I (p) d � O -:... , ... .., .. ..Sif.,�.M �r,r: ,..i-.,�.,_ .. ..:. .:.. �...-t:,,� .a...-..._�.,. .F�. ...•.. .,. .. :. .ni.,.., ,hk r, .'z _�:-, , ,; 4�`��,4, - -.1, I . � /. :u.. ,� T . , .u'sl.::.r��:> ..- . c,..w,r. •+j ....; a .`&'rA � ;. a.. -.....-. ,: a.�..r:._ ..'� _ � �•,.st•, _ - . _ 7 .. - _. 1. - 3 �:�% - �n.rc.r .,.,�_ - � �� iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillililliilliilllilliilllllliilllllliilililliilllllliilllllliilli���I ill - - - � 11 . I I - I .:..: .. I,, a ' .,, � I . I � I�- _ ..I I , I 1- � -I � I I __________ . I'll. . - - 11 I - I � , , a,.: , .. I I __� - ,'' � , '. ..� I - __ ... - - - '11-1 11 I I 11 � ,. __ "'', I .v � � ,. �.,., . ia. .y�. r. 5. `A' :. r ..... -,.., [. .:..-.•.. �_;: ,�3:y�'- "� M I . -1 � � .. J, . , .: -'.._ ;.r r.;: 1� S,.: r.,,3,I 1; i -, rr: 1 4, _ I ,q, , Q-, 'T 'I W O I , .. , _MOUNTED _ TYPICAL ��.MQU N T E D EQUIPMENTSCHEDULE 6 ,.-" UNLESSOHERWISE {rc 916Q8 NOTED) 51/2° ROOF MANUFACTURER AND I,D. N0. SIZE MODEL NUMBER I WEIGHT LOCATION DOUBLE PLATES \- \ EL. 114'-8• "a 1 I 10P OF I _ I $� TON CARR 480JD009 968 LBS. (DINING ROOF UNIT) 77,� ,^ /z PLYWOOD WALL & DOUBLE PLATE SOLID 2x4 BLKG �� �- PARAPET SHEATHING 2 18 TON R 2410 LBS. (KITCHEN ROOF UNIT) BETWEEN PAIRED*{` }'��1��< . I . CUPOLA SUPPORTS r �tk %�� — - 3 20'Wx2$'D MANITOWOC MOD. 100 LBS. (ROOF MTD. COND. - ICE MACHINE) 6 s CONTINUOUS 2x6 _ AC 04g5A �d3 ' , � �"� �^ STIFFENER WITH i6d �/' PLYWOOD FILLER • I�• H3 ANCHORS (2 RED. PER EA.'��=fi' NAILS 0 6'O.C. T4 IL T 4 :HOOD FAN GREENHECK, CUBE-18 103 LBS. (KITCHEN_COOKLINE) TRUSS) W/ N 8d NAILS SEE SHEET A4 FOR =_�— -- 0 BUILD OU 5 SUPPLY GREENHECK, RSF-150 175 LBS. (KITCHEN/DRIVE-THRU) Q DIA. ALL THREAD 8d NAILS CHORD SPLICE LOCATION — N_ , AIR FAN _ 0 ROD HOLD DOWN WITH 6) 3' C.C. -- (2) SIMPSEN LSTA24 3 MICRO -LAM WOOD NOTE: PEENED THREADS TOP STRAP TIES w/(26) _ I BEAMS CARRIER UNITS LISTED. FOR OTHER ROOF TOP UNITS, REFER TO MANUFACTURER'S `,; N -j _i & BOTTOM IOd NAILS PER EA. i - DATA FOR WEIGHTS TO DETERMINE WHICH GOVERNS TRUSS DESIGN. �- 2x4 UNDER EACH EL. VARIES STRAP. �•, �q� CUPOLA SUPPORT TOP OF TRUSS - - SUPPLY AND EXHAUST FANS FOR COOKLINE ARE ON THE M2 SHEET. LLj U (2J 2x6 UNDER w r PLYWOOD ROOF DECK - ;� z . z a r SIMPSON 4x4 BC-40 POST HEADER CAP/BASE WITH WASHER W SECTION AA ��1 ' w".b , EACH HOLD DOWN HEADER SCHEDULE ' /2 - 2x4 BLOCKING CONT. TYPICAL (2) 2x12 SPACED W/ 2x6 TOP & BOTTOM. SEE SHEET A4 FOR ~ r F. z> ,5 '4 ELEVATION SECTION f Cr _ ��� t - 2x6 FRAMING ELEVATIONS. �A / (3) 2x12's WITH (2) 1/2' PLYWOOD SPACERS (CONTINUOUS, WITH NO SPLICES) TO EL. I10 AM MICRO -LAM WOOD HEADER O FORM SOLID WOOD HEADER. GLUE & NAIL HEADER. --- j --- - --- CONTINUOUS 2x4 TOP CHORD OF TRUSS „ _ UII q \ N/A 4r L -TWO H3 ANCHORS PER TRUSS -STAGGERED W/ N 8d NAILS `-- %1DIA. ALL THREAD ROD SIMPSON A34 MICRO -LAM WOOD HEADER. (3) 13/4'xl I�/' MICRO -LAM BEAMS. (USE I/4° PLYWOOD ANCHOR W/ (4) N8d Q FILLER TO BUILD OUT TO 51/2' WALL �HICKNESS.) 2x4 KNEE WALL NAILS IN EA. LEG N/A -- rr- ELEVATION VARIES EL 109'-0�2'-_ 5 �-_-_____.______- (4) H2 ANCHORS C (2) a TRUSS GEARING EACH SIDE OF TRUSS] L_—A *REFER TO A4 FOR TRUSS AND WALL STUD LOCATIONS AND QUANTITIES. REFER TO A3 FOR TRUSS TYPE AND QUANTITIES. " --- DOUBLE ROOF TRUSSES NAIL -- DOUBLE 2x6 TOP NOTE: TOGETHER. IOd o 12' O.C. TOP & PLATE CONTINUOUS I BOTTOM CHORDS. DRILL HOLE FOR ROD. ITEMS NOTED AS FRAMED N FIELD ARE BY G.C. CONT. ALL THREAD ROD HOLD DOWN - -1/2" PLYWOOD WALL SHEATHING REFER TO NOTE _PEEN THREADS AT TOP AND -- 9 FOR NAILING PATTERN. F�\� - - BOTTOM OF ALL RODS 2x6 STUD UNDER EACH TRUSS TYPICAL ~--- SIMPSON4x4 BC-40 POST CAP/BASE DO NOT CUT STUDS LUMBER GRADES AND SPECIES WITH WASHER 0 EACH HOLD DOWN FOR RECESSED ITEMS O IN EXTERIOR WALLS "2 SOU. ! "2 DOUGLAS j 92 WESTERN "2 SPRUCE SPF No. 2 w N PLATFORM SECTION _ PINE FIR SOUTH ; HEMLOCK & BETTER V) z :Q F4=IN00 Fb=1350 Fb:1250 Fb=1000 F— LLI 3q°-I'-i✓° E0600 K.Sd. E=1300 K.S.I. E-1400 K.S.I. E=1300 K.S.I. I V FO=)WO Fo=950 ( Fo=475 Fa=725 _ Ft=625 Ft=625 Ft=575 Ft=�50 Q Y TYPICAL TRUSS ANCHOR AND STUDS.PLATES U ROOF EDGE DETAIL CUPOLA HOLD DOWN DETAILS & BLOCKING p/2"=1r-p" 3 INTERIOR WALL � Y PARTITIONS ® ® ® W HEADERS ® I N/A N/A N/A c� _ 76'-0' (STUD TO STUD) - ------ - I o 29'-O" (STUD TO STUD) 21'-3" (STUD TO STUD) 25'-9" (STUD TO STUD) SHEAR WALLSt ® Q V) ®MEETS REQUIREMENTS N/A NOT ALLOWED � N CIE cl ALL LUMBER 19% MOISTURE CONTENT OR LESS o c� SEE NOTE 5 -- t ALL WOOD IN CONTACT WITH MASONRY TO BE TREATED. SEE SPECIFICATINS RE: ROUGH CARPENTRY. �N I I 3 4 - oI GENERAL NOTES II I I. PRIOR TO INSTALLATION OF TRUSSES THE GENERAL CONTRACTOR SHALL SSTTICK FRAME -- NAIL TRUSS TO PARAPET WITH I 1 y COORDINATE THE LOCATION OF ROOF OPENINGS, EQUIPMENT SUPPORTS AND WALE OF STUD 2x2l's AT WALLS OF END THE SPACING OF TRUSSES WITH THE MECHANICAL CONTRACTOR. TRUSSES ARE DIMENSIONED C. TO C. ON ROOF FRAMING PLAN. STANDARD ---DRIVE-THRU � � f / PLYWOOD F R o° I �� \ I 2• EACH TRUSS, INCLUDING THOSE WHICH ARE GROUPED AND NAILED TOGETHER, DRAWN BY R.A.B. -�— OD O 3 SHALL BE DESIGNED FOR THE DEAD AND LIVE LOADS SHOWN ON THESE I j ---- -- i MONITOR `' j I I DRAWINGS, BASED ON THE SPACING AND CONFIGURATION SHOWN. CHECKED 5'1 H.C.G. 3,11 _ M _ r I �^' ` I 3, THE CONTRACTOR SHALL SUBMIT ALL STRUCTURAL COMPUTATIONS AND DATEMARCH 3. 19$9 -- Ii17111111111 I — V�- L A F .I l � I I I III UI11111, -- 1,l,lllllllll"" ; w ..._ ..._ - - � _ P 0 FSET AIL OR EACH TRUSS TYPE TO THE ARCHITECT AND TO THE Ev IONs DEscR,pTlarr cc BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. SUBMIT 33 IN BRIDGING GENERALO REVISION %,1i11111 '>,. ASSUMED LOADING CONDITIONS, LOADING ANALYSIS, EACH MEMBER STRESS -^^ONE BAY \` l_ GUSSETS, AND NAILING DETAILS. ALL OF THE ABOVE SHALL BE PREPARE �,�� MINIMUM VALUES, MEMBER SIZES, SPECIES AND STRESS GRADE TYPE AND SIZE OF 04/IO/90 2 CHANGE EXHAUST _\ 2x6 BLOCKING- PERMANENT 11 Y --\ I >- j I AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE p7"yr=" H000 TO 24' I BRIDGING *< I WHERE THE PROJECT OCCURS. FOR I.D. UNIT tY ROOF I.D. UNIT --- -- -- -- NQ.4. SEE - ------ -- -- -' N0.5. SEE 7 �,r 1 4. PROVIDE 2x6 WOOD HEADERS AT ALL ROOF OPENINGS AND UNDER ALL ROOF -NOTES 4 & 11. -� �z NOTES 4 & 11. 3� TOP UNIT CURBS. VERIFY EXACT LOCATIONS WITH THE MECHANICAL CONTRACTOR. 2'-8" 2` 82'-8" 2,-8' 2' -8° �'-8'' 2'-8V1 2'-8° 2'-8" 2,-8" 41 2'-8N 2'-8" 2'-8` d„ "' 8" 2' 13" u N I Y I,... " 8„ SECURE HEADERS USING SIMPSON U26 METAL JOIST HANGERS TO THE TOP CHORD - �P/ 2'- 2 -8 ?"-6 2't-£?` c -8` 2'-8 2'-8' 10 - -il /^ -- =- -- __ _ :.._. I � OF THE TRUSSES. S. SEE SHEET A4 FOR WALL STUD/TRUSS LOCATIONS, AWNING SUPPORT BLOCKING OI/4 k I /2a SCOPE & LOCATION. s a of !/ . /4 I�/z I1I TEMPORARY AND PERMANENT BRIDGING SHALL BE FURNISHED AND 12 I 2 C 1/2 6. 1 " ��,�, f 5/2 _ _ _ _ _ t9 _ _ _ _ _ _ - - - j�% / I / INSTALLED AS REQUIRED BY THE SPECIFICATIONS FOR WOOD TRUSSES AND - ---- ----- -- --- > ; r eft", x. ,:• °w:.; J ti r f n n " n THE TRUSS MANUFACTURER ANCHOR BRIDGING TO FRONT AND REAR WALLS. TRUSS TYPE C TRUSS TYPE D // TRUSS ; YPE "A" ��' - t < TRUSS TYPE "B" "ax a+t 7. SEE SHEET A4 FOR WALL FRAMING ELEVATIONS, ROUGH OPENING SIZES / N AND LOCATIONS. VARIATION 2x6 B OCKING FOR ROOF --� FRONT COUNTER / / �, I �-- _ I.Q. UNIT NO.2 o BULKHEAD -SUSPEND / -- 8.5/�' OR 19/32 'PLYWOOD ROOF DECK SHALL BE APA RATED, EXPOSURE I DRAWN BY D.T.M. R.A.B. 6 Y r FROM CONTINUOUS + 11,'ll ,; �� NAILED W/ 8d NAILS AT 3' O.C. AT PERIMETER OF ROOF 8d NAILS SEE NOTES 4 p�M N, 2x4 PLATE / cn N CHECKED BY / I ��} I I � � v � 6 O.C. AT ALL OTHER SUPPORTED PLYWOOD EDGES AND I2 O.C. k`;'' �_ a' ti��,rkna �1 - - - - - - - - - - + ♦ /j 1 j o I AT INTERMEDIATE SUPPORTS. PLYWOOD DECK SHALL TERMINATE ON DATE Q _ _ (�Q v>k•w'` -'� 5`y,: 'serf s° m, ,.ceJ r " �._ — — — — — — — — — — — — — — — — .— — - >'_. 8 3 Q 1 J .11 j � — — - A TRUSS. CUT PANELS AS REQUIRED, FOLLOWING THE LAYOUT SHOWN ' � / p REVISIONS DESCRIPTION \\ / , ,f7;klkl.-,l1 ON THE ROOF FRAMING PLAN. BEGIN PANEL LAYOUT AT THE REAR WALL" PLYWOOD FOR 11,1 I � � :°�� `. fi o 'I III IIIIillll YC /i i \ ...... .......11,.,1 «> ��OL[3a, OF THE BUILDING. STAGGER THE LAYOUT PANELS I 111„ II Ir11 IIIII II . �yq � }}�, ,Ifllli Illilllllllll, MONITOR I t� �y�y! '., U SO AN ALIGN WITH THE i/3 , "' .( ; +'a '+'�;+'•c•:s F - { ,111I I1 t1I 11I aII,II MON / -� { :,1 111I IIIIiI I� D0.1,N POINTS 0 " • -. i1 REVERSE q"!PERMANENT 2 F ALL ADJACENT PANELS. SPACE PANELS WITH H CLIPS USING �' " ffp� � � ��';' � _�•.�"Y Fi }s i ' 1,I III III 1 I,1u II1uII1I / 1I UI1, 'I,. ,- ,^. RE, o „Illlillllf Illl,ilili,lll / / BRIDGING „IIr: II �, RQDS o (2), TWO, PER INTERVAL BETWEEN TRUSSES (2 8'O.C.) TYPICAL. y -. a e[ ! ( I11111111 a1111 II, II III ISIIII ,III III rI Ill Ili IIIII: , yyy� a,.%� 111,1111111111 ..hill... 111 �\ / ,IIIII I III III IIII,III "r q ,: �c ;N � �r y b ::� d `ri '1 � 111 111 111 111 ll it 111 tll 111 111 III I11111,1111 as$ O_ dR 9. " OR ' PLYWOOD 0 . ,�4 :' ,:" es �5 III III III III'i I,I I1,1111111 �.� ,;��> �� llllll,llillll Illhllllillll / .�. /2 �� 0 D WALL AND PARAPET SHEATHING SHALL BE APA , , ■' r �I I :; - Ill illlillll; I,Ill;lllllll _ RATED EXPOSURE I A m' ND NAILED WITH 8d NAILS � 3 O.C. ALONG - . j c, PANEL EDGES AND 12' O.C. AT INTERMEDIATE SUPPORTS. yI -- -- N .- rc : •1}'`•'> ,;T.fR': `"`i r �� ,.;. hll hllllllllll 1 ROOF UNIT �I -2x6 FRAMING '�' PLYWOOD SHEATHING H - :..: �. so. - -S ALL TERMINATE ON A STUD OR A ? �• m ,-':•,. III 111111111II - - - . v 5.r- } ` i```\ �' - — bx,� I �I I.D.N0. f ,- ' TRUSS. CUT PANELS AS REQUIRED, FOLLOWING THE LAYOUT SHOWN u •:. LAYOUT ' l;; 2x6 BLOCKING. I 8 , i F. v v'I STAGGER PANEL ON THE FRAMING ELEVATIONS. BEGIN PANEL LAYOUT AND STAGGER THE \- SEE NOTES 4 & I I. / OF THE WALL 4'x8' SHEATHING PANELS TO ALL ADJACENT PANELS JOINTS IN PECK \ AS SHOWN ON SHEET A4. PROVIDE BLOCKING AT ALL WALL & PARAPET & USE PLYWOOD 2 -0 2x6 BLOCKING CUPOLA SHEATHING PANEL JOINTS TO SUPPORT EDGES. FOR ROOF PLATFORMG r PSC 'H" CLIPS PER O I.D. UNIT NO.3 -NOTE 9. 10. FRAME WALL S USING 2x6 STUDS TYPICALLY. INSTALL DOUBLE 2x6 STUDS PERMANENT JIDGING. AT EACH DOOR AND WINDOW JAMB UNLESS NOTED OTHERWISE.'' LAP AT OFFSETS ! 2x6 WALL STUDS AT 16, O.C. ARE LOCATED UNDER EACH f SEE NOTE 6. ROOF TRUSS SPACED AT 2'-8' O.C. REFER TO SHEET 4 FOR + A 0 EXACT SHEET TITLE LOCATION AND QUANTITIES OF WALL FRAMING MEMBERS, ROUGH OPENINGS, '- _ TC. ROOF FRAP�ING 5`11t=w ----- -- --- --- --- - - -- --- --- -- --- -- -- ------ --- -- --- -- --- ----- --- - PLAN - > < 11. 'ROOF MOUNTED EQUIPMENT SCHEDULE' ON THIS SHEET CONTAINS WEIGHT, ¢: 2x6 BLOCKING MODEL AND MANUFACTURERS FOR ROOF MOUNTED EQUIPMENT. AREAS SHADED MaTRIx I /\ FOR EXHAUST AN. INDICATE DECK IS TO BE OMITTED UNDER EQUIPMENT. DIMENSIONS SHOWN ON Z24 A2 FRAMING PLAN ARE TO OF 2x MEMBERS. NAIL TRUSS TO � �/ / � 5/�° OR +1f3 ' PLYWOOD - FACE OF STUD ALL �I UNBLOCKED ROOF, GENERaroN c. DIAPHRAGM. SEE b• 53802=1 rc : NOTE �. 4 q `} Ct "�y'": VARIATION STANDARD DRAWING NUMBER . .... ...... .., d ..: �:_ .a^r,..._...o ' .. -., , . . < 'c as ., .. .. , .. ' :-,.:.Y... -.:„ ,u• F.'4tl;'' .:Y..f� .,r r HEET NUMBER :{? . f's'a` - .r �. n 9r-.. ... f --. ,, :. .5. , !. ,t. ...,4 -«.... , .F t 1 .., . ,I.. . 4" .. x•.' <rr: e.� -... : .. 53'..-,i < .. i •T .'A'k`. ,. ,.-.-... .: .. ,. .t. ,,.I. ... .... .:,: ,., ..:> .. ..�..a, _ ....,r s�.. .. r y :J. .L. 1, ,:!r*.. .: _. ..,. .. 3 .: .. ..... _. r. :.:.. ,. ., .. _. J :, ... .. ,....,,. .: .... .. >w a .: ..> ... ... . Y �... ., • �. .: �y�tl� : :' 1 M ... .... ... > •.f < D3 ..'Sr.: ., Y 4 iii ✓ - . ,. . r. � � .'I .:.. , . -.:. 3 i.. - :, .-. ... a i a ♦ �. I , . ' ...✓.. d .. 1.45 5 ... . '�. a . 7 'f� a .. :..: ,... .. ,''?:,. _ -'... :. _.. ., ,.. ..:,.. . . . •. ', :' •-'`', b ,.. ,. ........ .: ... ., r .>.. r ., .:. ..a. a ..... ROOF F ,. 0 FRAMING P �. Q AN ,. '.� ,..., .... ., 7... .. ,.. :. as ... .r.. ...: :..- , _.. .r< ,. ,. ...r., u• � .s. f� .... ... 3y. . JIL III 1- I G A2 ':4 ... .. [.. -.. .... ♦ r m < ..:. .,,R 4 ": I4 .•. r ... , .. ... I r ,. v. .,451`M1'h ... ..... .. - .. i...,r_ , ,. ., ,r v .:. .: , x , as:' ,,. ...a, :i:' ,- t -: _-: . ,, e.e ; •;" ., & x ,�%^:. re !rH , i` W ,., ANEL r1_ x r .. -r .- .. .. ..'.: .i ._,.. yr I'.-. .._ v,. � . �.::�-. .. .: :. J .-. .:.• ... .'�`.. �.: V v'A^ . , �� _ ,. :. _ _, .. .: ,.. .N 9 •..:< � s� ROOF DECK (APPLY TO TOP CHORD)9160 a � �.• �., _ ,... .� - ,.., � T � p..,,� � (30 PSF) ..4 , � ,.. c ,. . ' �:_w.-....:, ; - ,.... . _, •: , ; �,<"i :. ,;..: - a ;kz v n._::,'>.4G� � LIVE �.�. a EQUAL{' EQUAL EQUAL EQUAL EQUAL EQUAL LOADUA --- -- - --- -- *— ac -- - (I 3 PSF) �., EL. 115'-5' I I I —� DEAD 2x4 N I I I ! _� LOAD , ` (4) 16d NAILS A r: , . Q ! 1 0 1 I (APPLY TO TOP CHORD) d x , 2x6 TOP CHORD - i TYPICAL TRUSS I o 0^ �^ I I I lr3i I I ° Q'LL - -TYPICAL 2X4 I ; J -/, PLYWOOD WIND <ch WIND Lj- PERMANENT BRIQG11 !LoEACHI FACE LOAD ' \ LOAD a �p w EL. 109 -012 ;' IOf --� 2xq BOTTOM CHORD I CL _yyY sd 41 C.C. SKEWED FULL (APPLY TO BOTTOM CHORD) �• e ,. SHEATH TRUSSES PER SHEET A4-- HEIGHT 2x4's TO DEAD ~ TYPICAL BEARING AT VERTICAL MEMBER THRU PLYWOOD I PLAN n TO FULL HEIGHT TOP CHORD OF LOAD O 2x4's EACH SIDE �+ ! TRUSS LL- DRIVE-THRU/PARAPET TRUSS TYPE 'A Fc (12 PSF) j� (4) 16d NAILS LOCATE @ TRUSS. �- MAIN TRUSS LOADS STAGGER SPLICES ° ON EACH SIDE. 2x4 Q 16' C.C. o o , TYPICAL ' EL. 109 -0/2 I — — 2x4 :F- r 2 CI NT. m, y t - 38 0--'----_.-- BLOCKING- I/2' GYPSUM BOARD t *; _ - --2x4 FULL HEIGHT, ONE ' EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL PIECE FROM BOTTOM OF BULKHEAD TO TOP k' 1 h ' CHORD OF TRUSS y2 e EL. 115r 5 1 F.R.P.BOARD - I ��, 2 DESIGN LOAD BASIS LIVE LOAD DEAD LOAD 30 p.s.f. 25 p.s.f. *i y c� X -_ II2' PLYWOOD EACH ALSO: APPLY DESIGN FOR ROOF TOP MECHANICAL „_ °' 2x6 TOP CHORD ' TYPICAL ROOF - / FACE --SPLICE "" 1 I POINT LOADS. WEIGHT AND LOCATION OF TRUSS PLYWOOD ONLY N BELOW A TRUSS UNITS ARE SHOWN ON THE ROOF FRAMING PLAN --- TYPICAL 2x4 PLAN LOCATION AND ARE NOT INCLUDED IN THE ABOVE DEAD i I I PERMANENT BRIDGLOADING DIAGRAMS. VERIFY THESE LOADS l2) WITH EQUIPMENT SUPPLIERS PRIOR TO TRUSS DESIGN. }fi . EL. 109 OI CONT. o 2' _ 2x4- Lu �� Not. 2x4 BOTTOM CHORD - 2x4 16' C.C.- - - - 8d NAILS r- wSHEATH TRUSSES PER SHEET AQ 48' C.C. EACH ��° - TYPICAL BEARING AT VERTICAL MEMBER FACE STAGGERED <<�,_= w� EL.106'-8' -- = u HI PARAPET TRUSS TYPE '8' MENU BULKHEAD SUPPORT DETAIL I u'cr � �. _ 7 SECTION LLJ z .._� w ;d +^. ss".� �"� "cf `�4si•, you ..'' �{' --r s' rka =a� + Q LL- LJ y 0 J r - USE (2) SIMPSON LSTA24 X ~ "f yysi3Ax�lw ., i 1s i ,� STRAP TIES w/(26) IOd o > Il { �` �,� ,� �Y } �• � NAILS PER EA. STRAP w O , �' y df S �' q� •.,r tea•--------- ._ _-_ _ _...--_—__.,_...—T. V al I _ ter, - (] � hs ` g EQUAL EQUAL EQUAL 1,co w. ». 4 r r �P. I EQUAL EQUAL M s': �' 2x6 TOP CHORD e e o 0 I BRACE OR STABILIZE o 0 TYPICAL x4 I I �� WITH PLYWOOD , I ERMANE T BRIDGI --- } "� SHEATHING PER i SHEET Al.! SPLICE IN CONT. 2x4 EL.109'-0 2° 2 X 6 CHORD I/ I -' \ I I,_qr, NOTE: STANDARD - PLYWOOD DECK & PARAPET �§ T / I SHEATHING OMITTED FOR DRAWN BY ��`�--2x4 BOT 09, CHORD ---- C_ARITY IN VIEW ABOVE. R.A.B. 2x4 TYPICAL I IF 24 CHECKED BY H.G.G. ` `j _--BEARING AT VERTICAL MEMBER f DATE p {+ ,-+ ,'_.. 'i. 1'.aa+,�„wi. 2 —U l,.l.. ' MARCH 189 EVISIONS DESCRIPTION LOW PARAPET TRUSS TYPE 'C' CHORD SPLICE bETAIL I 0 GENERAL° REVISION 3 TRUSS SCHEDULE — TYPE QTY. DESCRIPTION I CONT. BLKG. -MOUNT MONITOR PLATE TO A I g DRIVE TRUSS , qI61d Q 6' O.C. PLYWOOD AND INSTALL POST B 14 HI_PARAPET TRUSS _ P i 3 0 x 2 6%z, THRU TILE IN AC�ESSiBLE C I 9 LOW PARAPET TRUSS 35 _g -- - - D I+ E I HI -LOW PARAPET TRUSS Y4" PLYWOOD CEILING AREAS t - -- - F sm� EQUAL EQUAL 1 10d 4 IN. O.C. EQUAL EQUAL EQUAL EQUAL ° ` I L. 1 I - ROOF ---- - IE 5' S' EL. I I4'-41/2" TRUSS - - 11p + I i -+-2x6 TOP CHORD �BRACE OR - VARIATION I I J GENERAL NOTES DRAWN BY D.T.M. R.A.B. STABILIZE WITH PLYWOOD TYPICAL x4 .T SHEATHING PER I I ERMANENT BRIDGI I �"' I `O , CHECKED BY H.C.G. SHEET Al. GYPSUM --- I. TRUSSES TO BE TAGGED, LABELED BY TYPE BY MANUFACTURER, BOARD CEILING ' DATE 8-30-1991 1 r 2. A34, U26, U214, H2.5, AND H3 REFERENCES APPLY TO SIMPSON STRONG TIE REVISIONS DEscRIP'.ON V 4EL.'109'-0)%2" I �\ ANCHORS. SEE SHEET A2 FOR DETAILS. TRUSS SUPPLIER TO FURNISH THESE »�� kk --2xq BOTTOM CHORD - — ITEMS TO G.C. REVERSE y < 2x4 TYPICAL \--- PROVIDE TRIM RING ESCUTCHEON 0 LAY IN 3. REFER TO SHEET A2 FOR LOCATIONS OF TRUSSES, BRIDGING & ANCHORAGE BEARING AT VERTICAL MEMBER GYP. BID. CEILING SUSPENDED CEILING CEILING TILE DETAILS. 4. REFER TO SHEET A4 FOR BRACING, SHEATHING PATTERN, ETC. HI —LOW PARAPET TRUSS TYPE 'D' MONITOR MOUNTING DETAIL ell 5. TRUSSES ARE DESCRIBED IN SPECIFICATIONS SECTION 06179 'WOOD TRUSSES'. y�y G: DESIGN CRITERIA " rc. 4 y = l ',.r � r•� � �M^ t N"i=t;FE`r } °Y+H �a *'"3 �`°�,, ��� t � ���.r." THIS STRUCTURAL DESIGN IS BASED UPON THE SOUTH FLORIDA BUILDING CODE T� ' w r SHEET TITLE 120 MPH WIND SPEED ZONE, EXPOSURE °B' TRUSS TYPES 4 ` SEISMIC ZONE 2 r AND DETAILS 3 .yg: z:.'� a:. .{s ° ,.t F h' ar r? �^,.ri y, >-- r s,., r• �5t MATRIX THE FOLLOWING STANDARDS ARE UTILIZED TO ACHIEVE THE DESIGN CRITERIA x£ a MaXi,# ': CENERATI7N LISTED ABOVE: a�Ys bye.: ter,: �q ' USE fc' = 3000 P.S.I. FOR FOOTINGS 3SOVAPAT�cZ.I 40 P. 0 OT NGS & INTERIOR CONCRETE Y " 04 S.I. FOR CONCRETE EXPOSED TO WEATHER USE GRADE 60 REBAR (f y 60,000 R.S.I.) STANDARD USE A36 STEEL FOR MISC. 'S ANGLES BEAMS DRAWING NUMBER USE A307 ANCHOR BOLTS .�, 3 AO 07R1.382 ASSUME ALLOWABLE SOIL PRESSURE = 1500 P.S.F. E SHEET NUMBER USE NO. 2 SPRUCE -PINE -FIR OR BETTER FOR WALL STUDS �k rt USE NO. 2 KILN DRIED SOUTHERN PINE FOR HEADER BEAMS, ETC. rug x: a USE STD. C-90 BLOCK; F F s P� USE TYPE 'M' MORTAR OR FOUNDATION WALLS „a p�K 3 rq p' {T M 4 Z F is F t 4 y `4� n r sM "�i« r 4 QRs ,y +:<'. }�'�3-�a`I 'Vr_`' t'� ' .As . _ .. _-�..�.r�¢,:e..�:m,.�,e�wr-,_e3.•.,',..r�..ti..,s.z-_i.-:.: a,.-, .,. m,.._:,:. ,..,,r ,: ,.,_.,.,�._, :::, . �_ao,� -:. <,::.. :,....:I��-:,>�e:,,ntm.,.,.,,wow:"�,,a»„-ue:.,F:co.,,r,-,r,�:,;:.'w,�M.,.,,.,n..,ra:,:,,.r::.',a..rw..._:.,.-_. bs_,.-b>,..,.. ,lr�,s .m, ,.._. ..-'---� ..,-,,_.... ,. ... _ar._a...rs., ,.,<..,e.},p-,a,*._,..-.�..........-�ay.„.,,,..a_. »,.., ......,«,. m...,t ..,,. ,. ,.... .,..mow, ,..,,xr,...a.,..,,..s,», ...F.. ..., >r.. .... _..-. ,,... _. ..... .....,. :..,.a.r�..x..+w�,.,,o..r..:—�..,...,.,. .._.... ,. .. .. ,., .. .... - ,u.... w. .-k_ -. ,,..-w.�. .,,._. ,,, Tw,_,._... .,.y_.....,u,.,,-�•,.�_Aaa,,.rx-.�„w,-_r•..e.�,-,..,,.,�.�. MIA m w m W W STOP OF I TRUSS I I �4' j 2x6 INTERMEDIATE - BLOCKING BETWEEN TRUSSES I EL.109'-0'/2' I B-TRAR NG _. 1 EL. 100'-8" I I' BLOCK � 1 EL 100'-0" DRIVE-THRU SIDE WALL ELEVATION (FRONT) nBn I I II. --.� 21 !I 11 " - _i MATCH 'B' n it II 241 -.1 2't,B" ,-,-2`48" It SHEAR WALL FULL HEIGHT S,TU6S' t' n n ,i �- .I ul u 1 t IGR&: LAM ;Nobq HEADER ' ff WOOD HEADER 9'-4' g 3)2X6 j `� R.O. - I 'B'MATCH 'B' - STANDARD ANCHOR BOLTS 0 2'-8' O.C. (TYP.) 21'-3' FACE TO FACE OF STUD I DRIVE-THRU BUMP -OUT WALL ELEVATION 114 2x6 INTERMEDIATE BLOCKING CONTINUOUS CHORD STIFFENER BETWEEN TRUSSES (16' C.C.) x TOP CONTINUOUS11 Tr ,�EL 1 14'-41 ii II _ o' "- -{ _=--,,_-__ �__ 1, + I 1 — Y TOP OF TRUSS - - -- If It 17--- it , III Itl l — — — — I ,1i!�t "-0©d14 ---H1tI '--"- It IIIIII .' 51/2 2i u 2 2 2 2-w -u -_ ' -n 2,'-,7 "j. 22 14 - 2� -{ii it 11 'n I 'f It i ��F{- I II 11 -f•' ii i#' I`' I I _ 51/2n I I I ')—C. IKITC70kJ[7nIATC RI r1(`IIIAt(: STIFFENER — T MATCH 'C' "C" �\ h_ 1 If �I II it -if 2x6 INTERMEDIATE BLOCKING BETWEEN TRUSSES (16" C.C.) SEE NOTE 5.- vt BLOCK ALL PLYWOOD WALL SHEATHING EDGES -- WITH 2x6 - 11-4 I1,11,11 - 'C' -- MATCH 'C' -- ---- 5', 2' 2x TOP CONTINUOUS -- DRIVE-THRU SIDE WALL ELEVATION (REAR) ,/4° - 0' EL. 115'-5' - -"- - T) TOP OF TRUSS J ,J 34. 1/2" 71 y'1i I I! - EL. 109'-0' I -�-:= I TRUSS BEAR NG - - -------- - WOOD HEADE' TYP. SEE SHEET A2. I �g STANDARD ANCHOR BOLTS 0 2'-8' O.C. (TYP.)- �l a--- -------------- -- - - ----- - - ---- ---- ---- - -- --- ----- --- - -- ------ J 6' - 7 %" NI 35 ' - 0' -- - 76'-0" FACE TO FACE OF STUD MAIN ENTRY WALL FRAMING ELEVATION I _ 5'/2" ICI EL.100'-8' - I U EL.100'-0' 5t/2n EL.114'-41 ' TOP OF TRUSS 1 3/4 }-51 n 1 i TRUSS BEA ING� i 1 EL.100'-8' /TOP OF BLOCK _1j EL_ 100'-0' I r� %21, I AFT[ - f -� �i fiOP IOF PARAPE 91608 1 `�Ii,X. G.C. TO FRAME PARAPET WITH 2x4's AT 16'O.C. 1 il. N 11 Ifi' 11 KITCHEN WALL BUMPOUT WALL r' li .I �tl�a�'- it I ! EL.109'-01 Q' h WOOD HEADER �o I ! 5/2' T1 I fh I N I "'I I �t I TRUSS BEARING � I 0 J I LL_ 7" " yL�d Y� C II 1 /— EL. 00l 8 /Tzp--o L d0� � O 51/2" DRIVE-THRU SIDE ANCHoaRD v.F REAR ELEVATION BOLT tf, � BLOCK ALL WALL SHEATHING EDGES WITH 2xG 2x6 STUDS Q 16° EXTERIOR STUD WALL LOCATION O.C. MAXIMUM 10 1 DOUBLE STUDS AT HD7A \ EL. 1o�9'-31 nn TYPICAL TOP OF PLATE PLYWOOD WALL --- A HE THI 0 TH S A NG N BO S!QES OF SHEAR WALL ANCHOR BOLTS c2'-0' + O.C. SINK LOCATED IN END OF WALL G' CONCRETE BLOCK GROUTED SOLID `\ I jD .c" AIL i ICI -- 2 ° __ _ - I W �o o N Z 1 1— W -W U > I w Q } ~ " I I U=� 1 < Z cn o �c 1 xw Li- I Q w I � F- h EL.100'-O° N — — -- - -- -- = -- -- - -- =- t.0 o > SPECIAL HOLD DOWN 17,-0" 5'/2" I Q 71 ANCHOR BOLT WITH - - —_j O HD7AANCHOR AT EACH LiJ m J END OF SHEAR WALL o INTERIOR SHEAR WALL FRAMING ELEVATION 4' -C" 4'-0"--- 4'-0' 4'-C"` 4'-0° 8'-0' 12'-5" (WIDTH OF 2" PROJECTiON) , 1 —n - - - ` --- -- -- ....... -- --- --- --- -- n - --- --�} -_--r- - 116 - B fG.C. T 0 FRAME PARAPET NOTE: USE (3) FULL H€IGHT STUDS (NO SPLICES) AT EXTERIOR OPENING JAMB IN REAR WALL. j i 6 -!n _Z EE NOTE 4. 1 TOP-�OF H81 PARAPETY / WALL AT BUMPOUT EL 5 FULL WALL HEIGHT STANDARD __ EL. 114'-71 - '- ' _EL. 115' _$" _ TOP OF PLATE EL. 114'-8' - TOP OF PARAPET Y ---TOP OF i I A$ _ PARAPET 1 r TOP OF CUPOLA I� PLYWOOD WALL DRAWN BY R.A.B. PLATFORM CHECKEDH.C.G. j 2 X n STUDS I �o I SHEATHING ON G ev }{ b 12" O.C. I - F - - - DATEMARCH 3, 1989 ! i � BOTH SIDES O - - - - - - - - - - - - - I SHEAR WALL DAr — - - - - ELECTRICAL I �REVISIONS[ DESCPiPTION Io f" ) DISTRIBUTION n —NOTE: USE (4 BLOCK ALL WALL 0321��50 FULL HEIGHT PANELS I O SHEATHING EDGES I GENERAL REVISION = - ' EL. 109'-1' I� o STUDS (NO EL. 109'-4' WITH 2x6 1 _ BOTT. OF PROJ. 1 _ _ - SPLICES) AT �T TOP OF PLATE r - OPENING JAMBS _ PLYWOOD SHEATHING I I - - - �` l �__ IN FRONT WALL. TRIPLE STUD ! ( AND BLOCKING-- - = r'��-- I r� 1 �,.' - - " I WOOD I PATTERN --� 2x6'S AT 16" O.C. Ikll HEADER ; n WOOD EADE _ TRIPLE STUD 1, — 3'/z' SPACE - ;' T YP. ' — I _, , - -.1 i SPACE I p a -G - -G `" - " \ " /2` BLOCK ALL WALL I I. g a �N_ 71/'- I; o SHEATHING EDGES o 0 , 2 31/2" SPACE '"' �r\ �'� ry BUMPOUT WALL F I� WITH 2x6 I—(101'12' I STANDARD 7 _4" 1 a 7, 4„ 4,_ ^'= 4 �; 2x6 S UDS AT } a<' �" i I r - 1 EL. 10Q 8' - -- - Z ---------31/2' SPACE!2' J i ANCHOR BOLTS t ANCHOR I R.O. R.O. i R.O. 2„ 2'- 0 O.C. I ?" 2" 12° O.C. 130�TS /-_ I _ I; " I EL 100'-8' � 6' C.M.U. GROUTED T� SOLID _.__._...__.. _. __ - _ v _ - i _ - - - ------ --- --- - --- , EL.IflO d .u- _ l� 4' 9} I �,� - - t ro N EL. loo'-o' EL. loo VARIATION . 6f 3 -g +» # _.. __ ) ' . _ DOWN ANCHOR HONOR _ - r . D T F.M. R"A"B R.O. R.O.�.0, L `'' --__ i 15'-4' 7'-4" - --- �- IS'-4" %2' - r n DRAWN BY ,1r �T 12' e SPECIAL HOLD 35'-8" F AC' T' = A� � _, _ - UD -�1 HD7A AND BOLT STANDARD ANCHOR BOLTS AT 2'-0" O.C. .0. DOWN ANCHOR CHECKED BY H.C.G. SPECIAL HOLD T _ _ ----_ _ I_ -- SPECIAL HOLD INTERIOR SH AR WALL BOLT WITH 8-30-1991 - - -- "` - I YP. U.O.N. 38'-0' FACE TO FACE OF STUD DOWN ANCHOR - -- ` DOWN ANCHOR HD7A ANCHOR DATE REAR WALL FRAMING ELEVATION HD7A AND BOLT FRONT WALL FRAMING ELEVATION 8 H07A AND BOLT (MANAGERS OFFICE) REVISI�NSDESCRIPTION 7 8 iq"- �` 9 REVERSE ROOF TRUSS --�\ 16d NAILS a 1'/2' O.C. STAGGERED i / -- 112' OR 15/,v ' APA SPAN RATED 32/16, EXPOSURE 1, PLYWOOD SHEATHING - .' CONT. 2x4's i 16d NAILS AT 3/4" 17O.C. —11� 2x6 STUDS a 11 16' O.C. (TYPICAL 1 -- L Id X NAIL PLYWOOD SHEATHING NOTE: ROUTE TO BOTH FACES WITH CONDUIT FROM 8d NAILS AT 3' O.C. ON ALL EDGES & 12' O.C. ATOP ELECTRICAL PANELS TO CLEAR TOP INTERMEDIATE SUPPORTS" ;� PLATES & PLYWOOD STRUCTURAL E PLYWOOD; 1/2, -' FACE OF SHEAR OR f5/p ' APA RATED 32/16, WALL. EXP I SECTION AT SHEAR WALL REFER TO NOTE 2 FOR WALL SHEATHING NAILING PATTERN LONG SIDEWALL i7 9 ry � GYPSUM BOARD - STUDS 0 EACH TRUSS, BOTH MODULAR & DOUBLED (TYP.) OUTSIDE FACE OF 1/2' PLYWOOD SHEATHING SIMPSON H07A WITH (3) 7/8' DI A. BOLTS THROUGH TWO STUDS MINIMUM WHERE ANCHORS ARE INDICATED ON PLAN END WALL II/8' DIA.x2'-G' LONG ANCHOR BOLT OUTSIDE CORNER OF BUILDING M II q �r Q EXTERIOR — 1 SHEAR WALLS \ _ EXTERIOR 2' PROJECTION 1; SHEAR WALLS AT PARAPET. / INTERIOR SEE NOTE 4. -� SHEAR WALLS Q EXTERIOR - SHEAR WALLS KEY PLAN GENERAL NOTES I I I, STUDS ARE TYPICALLY LOCATED AT 16" O.C. AND MUST BE POSITIONED DIRECTLY v I UNDER TRUSSES WHICH ARE SPACED AT 2'-8" O.C. ADJUST SPACING AT WINDOW AND DOOR OPENINGS TO PROVIDE TWO STUDS UNDER EACH HEADER AND TWO ADDITIONAL STUDS WHICH RUN UP TO TOP PLATE FOR ALL OPENING. SEE DETAIL FOR TYPICAL CORNER LOCATION OF STUDS. LOCATE STANDARD PERIMETER ANCHOR BOLTS OFF TRUSS/STUD MODULE TO AVOID CONFLICTS IN INSTALLATION. 2x6 STUDS MAY BE SPF NO.2 AND BETTER. HEADER LUMBER -?' GRADES ARE SPECIFIED ON SHEET A2. j 2. ALL WALL SHEATHING SHALL BE 1/2-OR ' �1 Yp NEXPOSURE I, APA SPAN RATED 32/16 SHEET TITLE �Lj) PLYWOOD. NAIL ALL PLYWOOD SHEATHING WITH 8d NAILS AT 3' O.C. ON ALL EDGES FRAMING ELEVATIONS AND 12 Q.C. ELSEWHERE, U.D.N. SUPPORT ALL EDGES WITH BLOCKING. 3, BLOCKING FOR CEILING PERIMETER IS OMITTED FOR CLARITY. REFER TO SHEET MATRIX A2 GENERAL NOTES FOR SHEATHING NAILING REOU!REMENTS. L 4 4. FRONT WALL HAS A 2' PROJECTION. NOTE THAT PLYWOOD WALL SHEATHING IS CONTINUOUS BEHIND THE FRAMED -OUT 2" PROJECTION. USE 2x6 CONTINUOUS WITH r_.trlFatT,q� 1 j '/2' PLYWOOD TO BUILD OUT WALL PROJECTION. 3802,I j VARIATION STANDARD DRAWING NUMBER A0409R1.382 SHEET NUMBER ' �'6 A. "4 "xr, a .a r�A h� c�. s Fa'•' C c ,¢roj I ' 1/2 , GYPSUM BOARD TYPICAL = ' T---- F.R.P. BOARD WHERE NOTED q 5 c I 71/2 CERAMIC TILE IN TOILET . j ROOMS FULL HEIGHT ALL WALLS r � 2x4 OR 2x6 WOOD STUDS •r, k f ,re v ( AT I 6' O.C. GYPSUM BOARD ( I I I ---- EXP. ANCHOR BOLTS & NUT WASHER AT 4'-O' O.C. - F.R.P. BOARD WHERE NOTED *`4 z . } I •+ * 4" OR 6° CMU STARTER BLOCK 6'x8' CMU STARTER BLOCK �' 5 `+ � � � �,a. � -�---TREATED w00D SHIM WOOD SHIM QUARRY TIE . :ff���� �� - -QUARRY TILE QUARL ar � 9r trg < _t Ir S aw *3 DOWELS @ 4'-0' O.C. TYP. �u�s'> BASE DETAIL @ EXTERIOR WALL x DETAIL @ INTERIOR PARTITION 2 I r � I/2'PLYWOOD WHERE NOTED ON PLAN ----- {/2' GYPSUM BOARD TYPICAL U.O.N. F.R.P. BOARD WHERE NOTED ------ 2x6 WOOD STUDS AT 16' O.C. Ni T P OYIDE 2x6 WOOD BLOCK BETWEEN STUDS AT ALL SURFACE MOUNTED ACCESSORIES. STAINLESS STEEL -- URINAL SCREEN 817) 2'-6" _ 20'x26' MIRROR SOAP DISPENSER a it . - v O�: ' QUARRY TILE - - BASE MEN'S TOILET ELEVATION PAPER TOWEL DISP. 'GOJO' SOAP DISP, - MTD.OVER SINK $17 LI HAND SINK KITCHEN LAVATORY ELEVATION BASE DETAILS J PLUMBING FIXTURE: ELEVATIONS I'/2 a .._ 1' — 0" HAND DRYER 817 CERAMIC TILE. REFER TO FIN SCHEDULE ON SHEET Al2. GRAB BARS I7 TOILET PAPER HOLDER 817 12'-2" I MEN'S TOILET ELEVATION - --- MOP HANGER FAUCET All 30' HOSE - -'---� - - HOSE HOLDER o v o — - -- MOP SINK _T-T lIl T_ TT_ F _T___ MOP SINK ELEVATION 29'-0' STUD/STUD 21'-3" STUD/5 ,TUD 25'-9° ` 3/STUD 9'-4' R.O. -r�1 11 R_�!� I _ T REFER TO D£TA+t 2?/S2 FOR METAL 3'x4RAIL. ' RECTANGULAR DOWNSPOUT - _ ____ — EXTEND THRU CURB OR CONNECT — TO STORM SEWER. SEE SITE PLAN. cr)<z> — 3'x4' RECTANGULAR DOWNSPOUT. LOCATE INSIDE RAIL. ---------15_1Z-3PRE-ENGINEERED,PRE-FABRICATED IS'-10/2' COOLER/FREEZER UNIT. FURN, & � INST.BY KFC. DRIVE-THRU i I , _- (� PILASTERI 2" OFF r7 _ CONTROL��� WALL i— JOINT I FIN.- r,, i 8 cc/` In 2xfi TREATED — Q10 f 7 -- w000 BASE Cr OFFICE �- -- - - ---- - ----- - -- -- -- ---- - ---- -- - (NOTE: DIMENSIONS �, IN 1 < aN SN 'N --ARE TO G.B.) — 3/2°�' 25'-31/2' } Ln T; 2 8 — 8 13'-111/2" G------- --- - --- 1 111 /2'--'---- _ _. _ —Q 1/2 1 I e /51 2° l co l� M Ln ---— KITCHEN --- 1--_— TYPE x GYP. BOARD - �' - FLOOR TO CLG. <M> AT COOKLINE I/ _ F.R.P. BELOW EL. 100'-1' HOOD BACK PANEL /j/ WGYPWALhLCOVOERIDNG / 9S o INTERIOR SHEAR WALL COOLER �'`. ` PLYWOOD FACE BOTH F.R.P. BOARD TYPICAL j// -MENU BULKHEAD. / �o / �" SIDES (REFER TO SHEET � FOR .ALL KITCHEN F.R.P. BOARD ---�// FOR LOCATION / o // SEE SHEET A15 /,/ / A4) j � & SERVICE AREA WALLS i � a INTERIOR ----- ---- - // / SERVICE / // 'All'All `,�c�•� N EL. 100 -2' Ln SHEARWALL m°0 - ,j 111 PLYWOOD FACE � // 2x6 TREATED I 1-0 BOTH SIDES \ WOOD BASE / `v oW I (REFER TO // (NOTE: DIMENSIONS / N SHEET A4) \ - - �i/ ARE TO G.B..) \\ --SEE NOTE NO. 4 r'- // FREEZER --------- �// ff a _VALANCE BULKHEAD BULKHEAD // p a 13 _ � o AT 71-0•A.F.F. cl --- / o EL. !Ofl'-I" a, ► - -- 5'-3" 3,-2a - q'-0\S, LOBBY - R.O. EL. 100-2 1 = / w — _— 1 C\JJ 1 45, I rr_I o � zn `O PLATE �tP2 CONTROL JOINT / 6 n, SEE 2 -9' 2' _2 2° 2" 5'-7" I NOTE 12. I " = o R•0. ROOF 5/2 II HATCH 13'-0° 1 3'-_01 v PASSAGE ___- a - BULKHEAD __- ABOVE - - - 1 R-, 0. R.67 11` AT 7'-O'A.F.F. 6�/2' ® SOAP DISP. gx { -�, /2" N 9'-71/z° r� MDP PANEL- -- _ I i 1 a I' s 3/2° 5/2"/z --51ir SI -31/2 1/ PANELS I 1 ` HANQ - 5 O A" z a ELEC. `�) `N DRYER 1-� In r CT PANEL----- --- I o I I MOP_ -- OMEN / VESTIBULE l SINK sa T CD I -- -- , T �, , , 6 O C METER -- ---- v O - LI -- — ---- CONTROL JOINT N i Ln 12'-0" I 2 4 Lp Ln • a aw;, (Ir OF PILASTER EQUAL EQUAL EQUAL o .n SIM. n f 33'-I I" V-5'-O' (MINIMUM) TURN AROUND 171 41_ 0' LL FLOOR PLAN 4 LL Li R.O. 76'-0" STUD/STUD r im 51/2 \�A> � <,> 5'1 3'-5'1 I i' k ; � •rr 4 �i TOILET ACCESSORIES ITEM MANUFACTURER FURN. BY INST. BY I1/2" DIA.. 52' LONG GRAB BAR McKINNEY 9704 FF52 KFC 17 G.C. G.C. ! G.C. -�G.C. G.C. 11/2' DIA., 30' LONG GRAB BAR McKINNEY 9704 F30 KFC I7 TOILET PAPER- HOLDER BOBRICK B2740 KFC 17 KFC i7 ELECTRIC HAND DRYER _ WORLD "WA-126 (SURFACE MOUNTED) - - --- ANGLED FRAME MIRROR McKINNEY 100 SERIES 170 20'x26' KFC 17 - URINAL SCREEN I'-6'W x 3'-6'H W/ MOUNTING HARDWARE, MILLS CO. KFC I7 G.C. - G.C. - PAPER TOWEL - DISPENSER FROST METAL PRODUCTS ''101101 KFC IN SMALLWARES SOAP - DISPENSER 'GOJO' CARTRIDGE SOAP DISPENSER KFC IN SMALLWARES G.C. SYMBOL LEGEND 02 ROOM NUMBER D DOOR OPENING NUMBER ' ELEVATION VIEW A SECTION CUT OR DETAIL A A WINDOW TYPE - SEE SHEET A10 2X6 WOOD STUD, SHEATHING, STUCCO WOOD WALLS W/ GYPSUM BOARD INTERIOR WOOD SHEAR WALLS: SHEATH ONE SIDE OF STUDS WITH 1/2' PLYWOOD, FLOOR TO ROOF STRUCTURE ABOVE • EXTERIOR SHEAR WALLS: SHEATH EXTERIOR FACE OF WALL WITH PLYWOOD, FLOOR TO ROOF STRUCTURE ABOVE 1/2' PLYWOOD INSTEAD OF GYPSUM BOARD --- - - - TYPE 'x' FIRE RATED GYPSUM BOARD ----------------- CERAMIC WALL TILE TYPICAL FOR ALL WALLS OF RESTROOMS (FULL HEIGHT TO CEILING) ELECTRICAL PANELS FURNISHED BY GENERAL NOTES Ln cr) Lo N O 11J N �o ►V)-w� U > [11 d }- r_ ,G 2 U v � � d w O Y W L- I- d v = w J O � J to p > < d N N D >- O W {71 -J O STANDARD DRAWN BY R.A.B. CHECKED BY H.C.G. DATE MARCH 3,1989 REVISIONS DESCRIPTION 03/15/90 1 GENERAL REVISIONS /A 05/11/90 / z\ GENERAL REVISIONS VARIATION DRAWN BY D.T.M. R.A.B. CHECKED By H.C.G. DATE 8-30-1991 REVISONSI DESCRIPTION I. ALL INTERIOR DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE NOTED. REVERSE 2. ALL GYPSUM BOARD TO BE 1/2 ' THICK UNLESS OTHERWISE NOTED. PROVIDE TYPE 'X' WHERE NOTED ON PLAN. 3. SEE FRAMING PI -AN SHEET A2 FOR LINTELS, WOOD HEADERS, AND WOOD TRUSSES. 4. PROVIDE STAINLESS STEEL ANGLE CORNER GUARDS-16 GA., MEASURED I' x I" FULL HT. BASE TO CLG. SET ANGLE IN CLEAR SILICON ADHESIVE CAULK. 5. ALL STUD WALLS ARE TO BE ANCHORED AT FLOOR AND ROOF STRUCTURE ABOVE. SECURE TREATED WOOD PLATES TO STARTER COURSE C.M.U. WITH 3/8' DIA. EXP. BOLTS AT 4'-O'O.C. 6. EXTERIOR WALL DIMENSIONS ARE TO FACE OF STUD TYPICALLY. 7. CONTROL JOINTS SHOWN ARE IN STUCCO ONLY. SHUT TITLE 8. SEE ROOM FINISH SCHEDULE FDR WALLS TO RECEIVE MOISTURE RESISTANT FLOOR PLAN GYPSUM BOARD AND SPECIFIC FINISH DESIGNATIONS. 9. TYPICAL WALL CONSTRUCTION IS 2x6 WOOD STUDS AT I'-4'O.C. WITH h r;:ax STUD ALIGNED TRUSSES SPACED AT 2'-8'0.C., TYPICAL. REFER TO L�2• Z24 SHEET A4 FOR WALL ELEVATIONS AND CORNER DETAILS OF STUD WALLS' 10. ALL WINDOWS DENOTED BY AN ASTERISK (r) TO HAVE SAFETY GLAZING ENERAI ION 11. FOR ALL 2x4 OR 2x6 STUD WALLS, SEE BASE DETAILS ON THIS SHEET 3802.I q. VARIAIION 12. PROVIDE STAINLESS STEEL WALL MOUNTED PLATE AT BISCUIT OVEN., STANDARD FASTEN WITH STAINLESS STEEL FASTENERS. SET EDGES IN SILICON DRAWING NUMBER SEALANT PER NOTE NO. 4 ABOVE. REFER TO SHEET EQI FOR LOCATION, r A0506RI.382 MOUNTING HEIGHT, ETC. fHEEr NUMBER ,- r. 13. ALL INTERIOR WALLS ARE To BE RAISED ON A C.M.U. STARTER COURSE ANCHOR C.M.U. TO SLAB WITH 10 IN. #3 DOWELS AT 4'-0'O.C. GROUT ALL CELLS SOLID. A5 swH - ::r: .•+,_ _'.mow n Id { 010-110 "t tf E.4 o X CUPOLA RED TRANSLUSCENT RE MOVABLE PANEL w; L� TRIM CAP BEYOND ' r l y� FLASHING s i w A- M , .,3 y f, �r t rra r P �. +c�; �..�. " yr rti. -� R". mr , 4-x aa� c 1. t i, 'A k Y , 4 r u 7 �i I F 1. 'f , 4 �u 1 -- AWNING 3 — ----- -- --7,i 1(STUCCO RAISED ACCENT BAND 6 y x STUCCO BODY 5 ------ METAL COUNTER FLASHING C 9 O i FACTORY ASSEMBLED PREFINISHED �— COOLER/FREEZER i nF REAR ELEVATION SEE SITE PLAN FOR --FINAL GRADING AND PAVING EL. 123'-III ' • k;IF =( RED TRANSLUCENT PANEL --- i,oiink WITH WHITE LOGO k 1 x a yi A *" � ram. „� 'EL. 115'-8' TOP OF ARAPET 1"3a4 x ti PREFINISHED TRANSOM PANEL - FURN. BY KFC INST. BY G.C. 810 0 t EL. 108'-I I' s _A�BOTTOWOF_AW"G__ STUCCO RAISED ACCENT BAND & PILASTER�1 STUCCO BODY & 5 PILASTER REVEAL STUCCO RAISED ACCENT BAND Q -� STUCCO BASE O--------- EL. 100'-0* DRIVE-THRU SIDE ELEVATION I/4"=1'-0' METAL CAP FLASHING O STUCCO TRIM O -- STUCCO RAISED ACCENT BAND & PILASTER - -- - _ STUCCO BODY &__- PILASTER REVEAL t/ STUCCO RAISED ACCENT BAND STUCCO BASE Q -------------. FACTORY ASSEMBLED; PREFINISHED � COOLER/FREEZER ati, - a '-"i• METER I' -SECURITY LAOP OVER " OOR 0 Q MDP i CT I �, 5 STUCCO BASE— k , 4- , 3 , S e 4 r i 2 ,i +' AWININf - - -- - - 'CLEARANCE ` - 0" Y. - " 0" v COLONELS MUG DECAL FRONT ELEVATION FURNISHED BY KFC. INSTALLED BY GC. 114 CENTER ON WiNDf,W AS SHOWN. CgO2 /----------- PAINT HVAC & CONDENSER ----- - ROOF TOP UNITS O RED & WHITE STRIPED ILLUMINATED AWNING (CENTER OVER WINDOW) SOLID RED - SOLID RED, ILLUMINATED ILLUMINATED AWNING O __� AWNING 25'-9° II i 7-4 I'L2"+ 10'-10 ----- 8 -�" RAIN DIVERTER — - - - II SUPPLIED Tt— BY AWNING SUPPLIER) W 1W I R I W IR W R IVY R W R W 11 C.J. C.J. i I� METAL RAIL WITH 7/e' PI LETS Q RFINISHEFEREFER TO SITE PLAN LAN - ' / ��-4, 0° - �' \HORTON AUTOMATIC WINDOW INSERT 77 GRADE VA 6' O.C. r3' DETAIL 22/S2 \. J x4" RECTANGULAR DOWNSPOUT O ------- 4' DIA, OVERFLOW, TERMINATE AT BOTTOM OF AWNING STOP STUCCO FINISH I IN. ABOVE FINISH GRADE TYPICAL _ RED & WHITE STRIPED --� ILLUMINATED AWNING (CENTER OVER ENTRY) SOLID RED. +L':.UVNATEO . 3 ( AWNING sees _ I '-2' _ - 10, T YPr I " 011 RAIN DIVERTER FULL WIDTH ---- (SUPPLIED BY AWNING SUPPLIER) _ W R W R R W R W W R IW R W R W C.J. a - <c> STOP STUCCO FINISH I' ABOVE --� FINISH GRADE TYPICAL ALUMINUM STOREFRONT DOUBLE DOOR C H C i C W k a I. KC LOGO F -- L YYSTRIPED RED & HIT E --- ILLUMINATED NI AWNING 3 UV { 5 SOLID RF" ILLUMINATED AWNING 2t" AWNING -- 12'412" CLEARANCE EL. 123-- I . EXTERIOR, FINISH SCHEDULE 'J I C O S ---------__-- i I _ _ bFtT�—G� IN BUI LD G ITEMS DESCRIPTION C� I METAL TRIM CAP & CUPOLA PREFINISHED, FACTORY - TOWER FRAMING APPLIED, STANDARD WHITE S 2 P MET EEL RVA FIELD APPLIED: L TRIM RMCAP Q SHERWINWILLIAMS " 4 "SAFETY RED' 0 tz _EL 1I '- 1 '_T P OF PA APFT Ak--- ---- _ O ILLUMINATED AWNINGS; AWNING SYSTEM, INCLUDING I� EL. I f5'-8' SOLID RED AND RED/WHITE LIGHT FIXTURES WITHIN TOP OF PARAPET STRIPED AS INDICATED ON DRAWING AWNING, FURNISHED BY KFC, W INSTALLED BY G.C. t� >I TRANSOM PANELS: IO PREFINISHED; PACKAGE w RECTALINEAR DESIGN SUPPLIED BY K.F.C. I- !t _ _ _ _______ _ STUCCO (BODY), DOWNSPOUTS, SHERWIN WILLIAMS "COLONY ^' I R R ; w �R �w R�w w w + R W 1 ^� �� COUNTER FLASHING, HOLLOW METAL BUFF' NO. SW220 j W DOORS & FRAMES,STUCCO BASE _l EL. 108 -! I' PILASTER REVEAL, WALL COLLECTOR TT. IF AWNING r: OF REAR PARAPET WALL.��' RAIN DIVERTER & HVAC UNITS (SUPP. BY AWNING a_ SUPPLIER) )WNSPOUT HORIZONTAL ACCENT BAND (ABOVE & SHERWIN WILLIAMS Q BELOW WINDOWS), STUCCO TRIM "WHITE' SW2123 CAP a REAR, PILASTER (ABOVE ETAL RAIL ACCENT BAND) ALUMINUM STOREFRONT WINDOWS, CLEAR ANODIZED, NATURAL `J SIDELITES AND ENTRY DOORS, ALUM. FINISH. REFER TO D.T. WINDOW INSERT SPECIFICATION. _ _ r- EL. I00'-0' EXTERIOR COOLER/FREEZER PREFINISHED MFG. CUSTOM oQf"t. TO��F SLAB $ KFC COLOR TO MATCH SHERWIN WILLIAMS 'COLONY BUFF" NO. 2207 SITE ITEMS DESCRIPTION aBOLLARD, METAL RAIL, FIELD APPLIED: SHERWIN DUMPSTER ENCLOSURE WILLIAMS 'COLONY BUFF' w cv NO. SW2207 -D p sj- LOT LIGHTS (POLES & FIXTURES) PREFINISHED MFG. STD, _ w ID SIGNAGE (POLES & CANS), COLOR - BEIGE DRIVE-THRU (MENU BOARD & a r SPEAKER POST) U OA I X A Au 1 � A �,, A EL. 114'-71/2' TOP OF PARAPET II II C.J. EXTEND REAR DSPT. --- - 1'-6" THRU CURB OR ------- CONNECT TO STORM SEWER - SEE SITE PLAN I 4' DIA. STL. PIPE FILLED W/ COK. SEE SHT. S2�g SIM. C.J. C.J. t I1111 r+ � II O F Y °I "W { t' I �I I iG I FACTORY ASSEMBLED,' PREFINISHED COOLER/FREEZER 1 , EL. 123' 111/2' — ---- --- -- -- TOP--- F_ rupty v -- CUPOLA TOWER; FURNISHED BY KFC, INSTALLED BY G.C. 49D w R w R_ W - RED TRANSLUCENT PANEL -- - -- WITH WHITE LOGO EL.115'-8. -- TOP OF -PARAPET ---------SOLID RED, ILLUMINATED AWNING — PREFINISHED TRANSOM PANEL FURNISHED BY KFC, INSTALLED BY G.C. a g10 --_� EL.108'-11' �TSTTZ?ivf OFI N 6 =-�— STUCCO RAISED ACCENT BAND & PILASTER(/ ) ---- STUCCO BODY & PILASTER REVEAL -- STUCCO RAISED ACCENT BAND BASE O EL. 100'-0' S`a`� J r'�£f• a E �� awl, �. "`y - r, s K lx L U � � >Y r f- a�z w V) O Y LL Lw f <r v = `j O J Q > O LLI Ql J 0 STANDARD - DRAWN BY R.A.B. CHECKED BY H.C.G. DATE MARCH 3, 1989 FEVISIONS DESCRIPTION �! \ GENEATE RREVISION 05/11/90 GENERAL REVISION VARIATION DRAWN BY R.A.B. CHECKED BY H.C.G. DATE 8-30-1991 IREVISIONel DESCRIPTION REVERSE SHEET TITLE. _XTERIOR ELEVATION Z 2`4X GENERATION 3802.1 VARIATION 3 STANDARD DRAWING NUMBER A0609R1.382 HEET NUMBER A6 41d S i •_ h1678 gy� r y, -.� .i.�rt • , ,r' . 3., ;.trd,.r s^ ,. y. .,,.a:.: , r� ..., ..i .,, ,i� a f> a -x p-, �R r - -. .: i '. ,. ,-3,S �r .. y -.:; $.,.: if-: '.:; Y -d .�a•:'e�:3Sri!!J. 7 : - r.l J _ 4- a.- .. '. , s - "' = ,•'- N.'y'1, .,. ,. ... u.. .., pa,.: ro l .`�.' :,,n ?.._ •• ,... ' f� iM .1�" ..:• , , r. �- ^.. Y .- f.- �."+ n^IC a.,. ':, r..a �" 'i l,�•:Lx ..h ;. :... -' ..�R''2 4.,.;'� ',.- l 'IR"�"'"rt2 ,.i E�s. ,�"_ r 1.• 9 ,. t_:.L I..i .,:.. .. , ' S5 .,,.:,�. ,. x, .:1•F ._ .,.._t, - < .. a '� "F ..,-, �t . a:�g �_�.�, R �, ��.,F ..,�• W,. :. w..- ::.. �. - ., �.,., ,. a..-. 't, ¢ a ;s��__a. �f.., $.F. - — SLOPE2 ------�► NEOPRENE P FINISH PAINT PER � ._..m ....e 7/2 NEOPRENE WASHER A v' ::.• W :�� ,..., j Y.. , ,� _4.,,.. Ms ,,, �� . J-::� i f �- x- , ' ' - q2 ,_' ��h� �,• ,) yy' .�`�: �, , .::• °".;�.. � . �,.,..., ,.,. - ... � �'.: : ; .. r •.k 't' ,a _ i `� I lk 71/ " --= z WASHER � W/ FASTENER ,_ C 4 0"C. l^ SCHEDULE ON SHEET _�_..—__—.—.—_— _ A6 --�-, - PREFINISHED .040 " TRIM I ALUMINUM RIM CAP - WITH N R FASTENER SLOPE H �FA, TE -----�- Q 4 O C.C. �. v - -- SADDLE REFER }_ RA�'�'i TO ROOF PLAN ON A9^ EL. 114'-7 4' ECT NG LAIR �'x R A U CUT OUT WITH - - N y < o EL. ti5'-8' SLEEVE FOR O DOWNSPOUT - _ aN j - KIGH PARAPET,� © I CONTINUOUS CLEAT— Y / —OF I -ROOF DRAIN- JAY R. SMITH N0. 1015 RC ./ TREATED 2x8 11 " (CONTINUOUS) - %z -COMPOSITION FLASHING NOTE: ALL JOIN c'9. STUCCO & LATH -- -_ W --4 ,uF t ' I •�.. IN. ROOF OVERFLOW SE 2 IN. ABOVE INVERT - - ; --- CEMENT�� BOX PTORBEOSOL TOR wAT T. \� ATED TREATED 2x8 TRECL CONTINUOUS - — - PLYWOOD SHEATHING LLJ e _: , . }, , ., ...,:at . ,. ,>.,. Hz; . _ '_> .z Ga.� �,. r xs': AWNING BEYONQ - `� ELEV. OF ROOF DRAIN OVERFLOW/COLLECTOR I I TYPE I & 2 ROOF MEMBRANE � x I 24 GA. GALV NIZED STEEL �> � SEE DETAIL 3 INSULATION � VIEW: O 'f� ILLUMINATED `� " rS -=- - AWNING BY ; �.,."�x. 4 / .. ; (� I 1 I t3" TOTAL THICKNESS) -- BUILT I UP R/COLLECTOR BOX 3j PARAPET DETAIL LL SLOPE PIPE ABOVE r�r EL_ 112' 8�1 TOP OF ROOF ----- -- -_ /- TRUSS 'rl i 1 ROOFING (TYPICAL) NO ALE II/2"=1'-0" AWNING TO DRAIN IN CORNER AT p , I 3°x4' RECTANGULAR. PLYWOOD ROOF DECK I 6 2 SLOPE ---- �- SIDE WALLS -- - WHITE. PREFINISHED ALUMINUM DRIVE THRU " PLAIN, 22 GAU ----"-"- GALVANIZED ST -- - 2x10 TREATED WOOD BLOCK -- -- - --- NEOPRENE WHITE. PREFINISHED .040' B%2' FRONT & WASHER TRIM CAP 6" ,. DOWNSPOUT --- -- BEHIND SCUPPER ONLY. ALUMINUM REAR WALLS W/ FASTENER 4'-0'C.C. a" --- 040 in. BACK-UP TERMINATE OVERFLOW '{�� 2x6 TREATED ----- _ � - c� / PLATE ALL JOINTS ABOVE UNDERSIDE - --- - _ _ _---- ,,, _ - - _ IN TRIM CAP. LAP OF AWNING - 4r4 {,c 09 I OVER CONT. CLEATS TO MAKE WEATHER TIGHT. >- RAIN DIVERTER @ i - i RED PAINTED STRIPE 1N RECESS --- I - - SEALANT AT ALL JOINTS - - fla EL. 108'-I I' - - - - - - - - BOTTOM OF _�^ - ------ ROOF MEMBRANE ---- OMIT BACK-UP PLATE ___._ �-� AWNING ; __ ____-__ _ _____ __ _ _ _ ____ - - _ R AT VE 3'x4' RECTANGULAR DOWNSPOUT � � CDNTIONIUOUSOCLEATS. N WITH TRANSITION ABOVE AWNING -I / _ Lu = -RED P I TED ST IPE IN RECESS o w `* CONTINUOUS CLEAT ►V)- WHITE, PREFINISHED w < r ALUMINUM ~ x z ca U n SECTION AT DRIVE-THRU I COLLECTOR SECTION TRIM CAP DETAIL TYPICAL SHEET METAL JOINT 7 4 cr w - I N. .T. S. v> O � w LL /� ~ NOTE: SEE SHEET c w U � J o ~ 0 EL.I 15'-_8°- - - -- ------ Y_1 - EL. 115'=8� -- - - - TOP OF MANSARI? PARAPET A6 FOR COLOR DESIGNATIONS. 5 > Q V PARAPET HI I --- SEE ROOF PLAN FOR SADDLE DIMENSIONS AND HEIGHTS •, ~--� 6 Ak EL. 108'-10' '± �' /z w a)-� _ " r I ROOF CANT TYPICAL ROOF SADDLE STUCCO. LATH & FELT OVER PLYWOOD `� r. I E L . 1 14 - 7 - - - -- ---- - - - --- TOP-_ _..�,_..Li -- �. v SOFFIT `n N v SHEATHING �/? CONTINUOUS ROOF DECK `� AND CHORD STIFFENER Y4" STRIPED, ILLUMINATED AWNING. FURNISHED 1 EL. 107'-21/2' BY KFC, INSTALLED BY G.C. 24 I / I o STANDARD %' STUCCO �' yid — +� / o 4 , . 0' --- (TYPICAL) / �RawN BY R.A.B. 1 L__ _ / r-.o 2x BLOCKING AT 16' C.C. 1 PARALLEL TO TRUSSES r ..__ . _O_F_ _ _ TO FACE STUCCO /, OVER METAL LATH FELT 3%" c�ECKEn.er H.C.G. o ILLUMINATED AWNING BY KFC. INSTALLED I / ° �� CHORD STIFFENER ._.....__._ AND a" SHEATHING r % --- - - - ---- - DATE MARCH 3. 19$9 REVISIONS DFSCRIP T10N F_ BY G.C.---- I---- -- 7 I 03/15/90 GENERAL REVISION 50° > 4 50 3'/2" t ACED BATT INSULATION %2' METAL A REVEAL - _- _ A -- --- STUCCO FIELD COLOR EL. 109'-01 _ �ZSTT�SM TRUSS v PERMANENT BRIDGING. i (SEE SHEET A2") ___._-_- -_ :_= -...:..__.,___. _ EL IQ9'-011 ' BOTTOM 0 _ TRUSS `> - ��' PLYWOOD SHEATHING - - a _ 15 t B. FELT - ..._.__. -�_- "-" r N BOTTOM OF — -80IT OMIOF EL, 108'-10%' 8'- . AWNING 3�_51 " - _..-------. _��� _------------- _ _ RAIN DIVERTER /z _---- ( CID TO FACE OF STUCCO - AWNING - --- _ - - TOP PILASTER - � 4 _ __. PILASTER - BY AWNING / i PREFINISHED TRANSOM -� ACCENT { (- -��� ,� as SUSPENDED CEILING - - MICRO-LAM WOOD HEADER .40 I I INSTALLED BY G.C. `� P YWOOD OVER Y4" L PLYWOOD SHEATHING i , EL. 101'-7' — COLOR -- ---- EL. 107'-4' K o- ` I , VARIATION t7RAWN BY R.A.B. TOP OF R.O. ,� -- I I EL.Io��-�l r 12 ------ --- I TOP OF R.O. _� STllCCO/ GRADE cHECKEo BY .C"G. Ord~ 1'4 1;4 " II ( I MINIMUM EAEW �'------- - - - BAND- GATE 8-30-1991ACCENT 4 I OF I` REDURED - ---- COLOR EVISIONS1 DESCRIPTION Z T 6 FACED BATT INSULATION I EL.1 '-0' z PILASTER �Q - FLOOR REVERSE � - SEE DE AIBSY56, T/A8. --_-.___� I I 2x6 AT I'-4' C.C. TYPICAL LOCATED UNDER EACH TRUSS - I ELEVATION 5 a J" � I I I I M` +5�t a` ��f 9 I I 31 i ,;�{ ,. •• g;' "4 m"• F, O w I U I O 1 I I .�` Y ��� �,, Z 314 0 y a w * v I I o I� I 2x6 BEVELED ACROSS TOP-----___ ._.__.___t-._ 1 v> 1 a - 2x6 STUD WALL (16" O.C. TYPICAL) WITH %2" GYPSUM BOARD. PROVIDE 2x6 FULL HT. BLOCKING. FOR PILASTERS NOT S'y d� I I aq�x 'ti I PLYWOOD & 151b FELT-------,,,,, LOCATED PLYWOOD ON STUDS SHEATHING--- `� ".max fn w I I EL. 103'-pI �2 INo __- TOP OF SILL 1 I I }� 71/2" 6' BATT INSULATION SHEET TITLE BOTTOM OF ROUGH I - 4' PLYWOOD - , OPENING F P - -- . BOARD .�`,.?S. " � �,;'. 7 �•4 %5,�a b e�"<�.rpY�'f`,i`�,b`',�`.''J.e'r.��. `�.► I ' I �o i J I \ \ 1 1 o I \ .-<. W ALL SECTIONS.R. �; 6 r 7 rr � EL 101' 71 BOT-TOM OF ROUGH 1 - ` / _ EL. IOI' 7� _ LL O N AL BANS ------ . H I 1 " MATRIX 14 Z 2 4 - - FLASHING - I f I OPENING _. �7,/2" GENERA -PION I" MINIMUM CLEARANCE STUCCO TO CURB/FINISH GRADE- 6" I I I" MINIMUM CLEARANCE STUCCO TO GRADE--- --- U.0 N 3802.1 aRIaTION SLOP --- P If -Oil g" �'-01I �_ T STANDARD A0704R1.382 EL.100'-O'%s" PER FT. • • • • - •, TOP : • . I_ o'- �'`� Q_2 I` TOP OF SLAB EL. 100 -Q �---__ � - _ -_-- FELT CONTINUOUS � OF SLAB . • .: , .• . . • Aik EL. 9'-I 9 D ,t _ • .. _ _ --� TOP OF LAB FINISH GRADE VARIES - . � � ~' PLAN AA T �a� METAL CORNER BEAD (TYPICAL) ° HEET NUMBER ram` 0��� PAVI 1�G AT D.T.CURB e, A i FINISH GRADE VARIES- _ _ _f `' CLEARANCE STUCCO x�, 1 /2' EXPANSION JOINT FILLER I" MINIMUM TO GRADE - - SECTION AT DRIVE-THRU - $ MANSARD WALL SECTION PARAPET WALL SECTION PILASTER DETAILS A7 Y "-it -_c,i Yq'-I' of 5 R, Y 4_ 4 r$- 4z- , ,f S '!3•�.ts� .. -,,. ^: ,r ,. ,a.. ,:.x ..."..: '... _..gym... .. ;., ,.1 -.. r� d �t a ,. 1. - ... ... ._.tl .:. < -r f 1 K K x ry > Yw SLOPE. U k 91608 NOTE: BUILD OUT STUCCO r� � n''�--------- r ,E��,�;: ,1�;�+, ��,„ FACE AT FRONT WALL PER ��•: � ,+°� ` _���-� EL. 116'-81 SECTION 8/A8 AND 7/A8 .040 INCH FOR ENTIRE WIDTH OF CUPOL" Aa�, w A ALUMINUM CAP k PLATFORM PARAPET. WALL PROJECTION - i TERMINATES AT TOP OF TRANSOM ' 4 PANELS. W „ , 12'-8' STUCCO FINISH 2x4 Y , L • �� � � -� : .��' ft2-6SHEATHING) - a ' • CONTY TREATED i � - 'r R W R W 1 R W R 2x8 ---- --- v I M, qk PLYWOOD SHEATHING-` ROOF MEMBRANE 3 -4/2Y 6 0 CLEAR DIM. 3'-41,/2Y - f,_ —___— �r p': Y4°— --- -, 5'-101/2" CUPOLA DIM. 3/4• SIGN TOWER 4' CANT STRIP t -_._ -- --__- _ BY KFC INST. BY G.C. ( C° �k% rvr„/":`::� M\ ! PLYWOOD ROOF DECK * "'' " EL. fl6'-$� I - 2x6 FRAMING f -SOLID BLOCKING ,��- MEMBERS PARAPET 1/ EL.. 1_14�),.. . ---Top V, AMIIV Z7 1 CANT STRIP ram{� Yrr s� pp -�- NAIL I 04 ROW / 16d a 6' ROOF METAL FLASHING -MEMBRANE --- - ; ---- `���; rT r - _ CUPOLA TRUSS _, I I SOLID BLOCKING ill I I I �I II`� I I -- ROOF MEMBRANE PLYWOOD ROOF DECK BETWEEN PAIRED 2x6's III III CONT. OVER -ROOF PLATFORM TRUSSES SUPPORT MEMBERS ROOF SLOPE c� in O A LL_ W d � S o a � 00 y P CV \®e r CUPOLA ELEVATION DETAIL � r� f� I 11/2" ,-_0 2 COOLER/FREEZER PLAN kiv L � CD CUPOLA DETAILS C7 ® +� 1� t%ax h 1 �, ,�� CUPOLA SIGN TOWER FURNISHED BY KFC -- ---- ----w ROOF MEMBRANE SILICON CAULK WITH �,,,,.- O -.___... _______-.. ___. -_ BACKER ROD AT �� w cv uR INSTALLED BY G.C. ___ - _ - `-- -__ EL 2 {--- 4' CANT STRIP THRESHOLD JAMB AND 116' HEAD -- - _ . I Y Z v YI _ _ _ .040 In, ALUMINUM CAP /4 - /4" ILu PARAPET _ _ ' f I -= ISd #6 IN. C.� --- --- _ I FLASHING W/ CONT. CLEAT -- 4 w TO C. 7HRU ; a r I LEDGER INTO CONT. PLATE 5 CONTINUOUS 2x12 OVER 2x6 I ALUMINUM END PLYWOO DECK , = O CLOSURE OF PARAPET A7 SLOPE 1 O z StMPSON U 26 EL. 115'-8' -- — �/ 4' CANT STRIP -------- - -- l Ly I- a i O.T. SET IN LATEX- a z f HANGER W/ f6) NIOd IN 4-T�" 6 � w r k� METAL FLASHING WITH 3 LEDGER AND (4) NIOCd ,� 7--~"- 3' RIGID INSULATION PARAPET \ NAIL SHEATHING TO BLOCKING W/ PORTLAND CEMENT j BUILD UP TO MEET 'n o � EI CONTINUOUS CLEATS - -�_ ., , _______._.,____,_ -.,.,� �. � � 2) Bd e 6" C. TO C.---------------- / A7 THRESHOLDw U. yA9 \ IN 2x6 JOIST (TYPE fgq yr -� ��. _,._... -- - � 6° EOP 1�8' _-- ---- - - --- -- - _ _ - - -- NOTCH FOR 2x4 TRIM CAP W/ REVEAL --------- ---_,r - f ROOF MEMBRANE ----- / t O 3 _ = w b"'Mh,lfi ky w ` 1 ` t CUPOLA ;' ----METAL FLASHING �SIM.L. 114_712' EL, 114 -71 /6 O ."� y r STUCCO, LATH & FELT OVER / TOP OF PARAPET ` -� bP - J��_ �. ALUM. ANGLE . / � - k. g) SUPPORT -------_j..-_ . WITH CONTINUOUS PLYWOOD SHEATHING--------- _--_-_ 3 __ _ \ v) o > x° r CLEATS _ co a, 2x6 CANT - 2x6 FLUSH FRAMING / -- I/a" MIN.-1/2' MAX. / > o REFER TO SHEET A2 PLYWOOD / PLYWOOD DECK ---------- � J BLOCKING - -- -- ------ -- -- -- �,` / ,� FOR SPACING SHEATHING ----- - --- t-- . 4 / ��'- CONCRETE FLOOR�i L N - ��h PLYWOOD SHEATHING --- --'--`~- -- --"' O �"lrlm�;•' �- `� 7- BLOCK BETWEEN STUDS AT SUPPORT NAIL ROOF DECK I OGLER/FREEZER THRESHOLD DETAIL Lj / 8 - --- / LOCATIONS FOR AWNING - TO WALL TRUSS W/ 7 'STUCCO / w4�T = � V__ 2x8 CONTINUOUS NAIL TOP 8d'S 0 6' C.C. --•- ------' ` _ _ LEDGER W/ - NAIL ALL CHORD To PLYWOOD SHEATHING WITH FELT F I ' (2) 16d NAILS DOUBLE TRUSSES a o BLOCKING NAIL TOP CHORD TO BLOCKING st £ STRIPED, ILLUMINATED 9' INTO EACH STUD TOGETHER W/ II;d W/ 16d 6' C.C. � o � 6' C.C. `� �. CONT. DBL. 2x6 BLOCKING AT ROOF -- STUCCO AWNING BY KFC, ~z DIAPHRAGM TOE NAILED TO STUDS 'k 3 INSTALLED BY G.C. 24 3'-SI/2• ILLUMINATED �' o� 6t W/ i2) 16d EACH END. 7 -- - METAL COUNTERFLASHING BY G.C. Y,q+ `' HOLD DOWN AWNING BY KFC, �Q 2°x4'x4' DEEP TO FACE -`--- 6' FACED BATT INSTALLED - STANDARD - OF STUCCO INSUL. RODS, REFER TO H" SO SHEET A2 BY G.C. �_____ _- NAIL TRUSS TOP & J BOX FOR \ `°e W_� ::. O 77" o TOP & BOTT. S�UDOWITHO(2)ACH ALARM, SYSTEM \ DRAWN dY ��,�, 5Q-- NAIL TRUSS 16d NAILS TYP ------ 1- ELASTOFORM FLASHING R.A.B. CHORD TO EL. 110 -6 - - - - - \ CHECKED ev H.C.G. PERMANENT I - ---' _ -.._. EACH STUD A S t J -- J' BOX DATE MARCH 3. 1989 ° --- BONDING ADHESIVE _ BRIDGING. REFER EL. 109 O/ - WITH (2) 16d PERMANENT BRIDGING REwsloNs DESCRIPnoN 1 ' " " TO SHEET A2. SOTTOiVT �/4 DIA. CONDUIT r `� NAILS (TYP.) _ _ - �` " - - - - -- - - - - - - - -- _ -- _ _ _ _ _ TRUSS v �` 6° FACED BATT I -CANT 03/15/90 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - INSULATION - GENERAL REVISION ` EL 108'-11' --___ _ __ _ - _ - - - __ _ - _EL. 104'__ _ - - _ LAP SEALANT wr, - _ 2x4 BLOCKING - BOTTOM OF EL. 108'-I I' - - - - - -- - CEILING HEIGHT STUCCO/ ` AWNING ��B-oTT0M OF _ METAL ROOF FLASHING TOP OF COUNTER rl `r• .k , EL. !Qa'-i01 ' s AWNING (TYPICAL) -- F __--_--_�/ a Ajo TOP OF F.R.P. BOARD OVER f`TRANSOM PANEL SUSPENDED CEILING --- - g H EL. 108'-IOVI .- ' «, GYPSUM BOARD - - - I TOP OF Sri f l"* EL107'-8 EL_. 10T-2�i I PILASTER/BAND . 1/z' -- PLYWOOD BACKUP AT J BOX TOP OF -ROUE �PENiNG - - -- STUCCO ----- RAISED STUCCO BANDING 2x BLOCKING r aR � FINISH TYPICAL ---- 3/4' 7/� 7i/z" -3/4" P.V.C. TRIM - —_ h 2'x4'x4' DEEP J BOX --- -� -DRILL PILOT HOLE THROUGH STUBBED' 3 0' _f IN CONDUIT FROM BUILDING THROUGH COOLER/FREEZER WALL. ENLARGE VARIATION 1 TO FACE OF STUCCO /- HOLE. REPLACE CONDUIT T WITH a 2x6 !'-4' C.C. - "� g' TYPICAL) - -------f' A LONGER PIECE OF CONDUIT STUB 4 DkAwN ev R.A.B. ,n 15 LB. FELT OVER H.C.G. to --- -----------'-.... _.—_ ; ^ z PLYWOOD SHEATHING -- f`' f'' BOXATT. MOUNT TOCH TO FACE COOLMR/FREEDZER T w GYPSUM BOARD WALL FOR ALARM SYSTEM. '"�"`° v WITH F.R.P.TYPICAL / DREcr.ED rsY DATE 8-30-1991 _ I REVISION$ DESCRIPTION � REVERSE o z •ALUMINUM WINDOW FRAME AND INSULATED GLASS SHEATHING BLOCKING � 4 w ----- m w 4 PLYWOOD JOINT. v 15 LB. FELT OVER v v� Mi w SEE SHEET A4R - --- �� PLYWOOD SHEATHING -- I oo r - ao F co Y +; MR go° SHEATHING BLOCKING 0 , h PLYWOOD JOINT, r STUCCO PILASTER BEYOND SEE SHEET A4. ------------- 7/8' STUCCO FINISH TYPICAL 012 Y CONTINUOUS STUCCO BAND. 1 _ SEE SHEET AS FOR LOCATION. ^� TREATED 2x6 ------ ____,_—___ 11/2" OUARRY TILE FLOOR SILICON SEALANT . ) SET IN LATEX- . S-LL--H�1 HT/BAND HEIGHT CORNER BEAD 1 TYPICAL)„ OAY TILE z r LE PORTLAND CEMENT sREFr TITLE OVEBASEC X§ -F4 ALIGN PLATE WITH INSIDE zN SET IN EPDXY - WALL SECTIONS {r_ c METAL CORNER/DRIP EDGE- FACE OF CONCRETE BLOCK --- _., z� �. - WELQ I/4' FILLET SHEET MET ' I x 4' 1 EA. SIDE CLOSURE SKIRT , y� k, I' MINIMUM CLEARANCE STUCCO SLOPE TILE /8'/FOOT= laAr lx ��' ti . ��� ` a; •` b `'; A x �? ` I b 4 70 GRADE -- - -- -- 'N — TO WELD PLATE SUPPLIED BY fry. 0 ALIGN COOLS F ' T GN WITH COOLER- R M R. 14 Z24 TOP OF SLAB -------'�!IIw "A r ' E_L. 100'-0' I I SLOP - % s y �a' 0 F SLAB- --- - - -- - -- i0t7 fl' - - - - --- ----- - - - - --- -- _. 9�_ I I 4 _ . .. ' FINISH GRADE VARIES - _- __,- �t <. 0 - *TOP OF SLAB TOP OFSAB T PEL 'is METALFLOORGENERATION ry r VARIES-------- ALUMINUM ANGLE ° In 3802.1 FINISH GRADE VARIES- SILICON CAULK WITH ° ' EL. 99'`5'f�° - C STUCCO I" MINIMUM CLEARANCE STUCCO . e - vARIATIaN !' MINI 4 g. �..' R - MUM CLEARANCE T � •>�; TO GRADE —_- -- .w*44.�' ' w5 — __ TOP F T 0 GRAQE BACKER R ° . 0 ° i .�. — *, T OD AT ,., ,_. _ ;: .. ,:., .... ..,. •«,. ., -•d ,:. ,.,, i. ,.- -.:, -: D, -,. _ _ e - . x z �_.,. • � _.:. , . - ., �.I , �. �:'; ,;>T I 8 C. �_ LAB STANDARD »•„b :. � , . � �, - >. -. .. ,.._. >r ..,, .,.k ,�, �.�, THRESHOLD, JAMB AND II. x: , SLAB N GRADE -- h, G A E __ - - 8'x8"x ,. /S�. N'�= DRAWING NU41 R BE HEAD 4 , I ... d'.. ti ....- ... - :+L...,.. ,.:,�s-,-:-. ...b� d �,, • r � �:�: . , .. •, , r. � :., >� ,- . , _� . ,. �< ;, ,.. WELD PLATE -... -:fir.- . «,- t./ g..,.... . � .r _ y. , ,. s.. .r - ^� k,- A o g 0 R I. 3 $ 2 r �(' ONE /2' DA W REST NUtA(3ER 4Y .v .: k- :: .. .-4.. #... .k ... xi' k. )° r, .. ..� n_ J p: n v r.� .q, 1-.. ..- 4M•- n- -.33 [: I f I - r as ;: ,: a'.. ..:,•,4 ,. ,- - -r .. •. � -,>.,.., s^'s.'E•:.• + lkax:" ,.c x -,_ "ir9 �. .. rv,.-., < .. ,._ ?:. 3"_t au :r`<.. y-�M, k v+,�- ..tip+.. zh y'�r:�f �'�,, t;_ a, TE. 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(,' SHEATHING I ti ` 1� CONTINUOUS --- � ' 4I I' 21/2" TAPCflN FASTENER LL_ .s SEALANT------------ - ----- -- FELT CONTINUOUS - - SUPPLIED BY VENDOR-- - I , ". . �I�l�!�I�� �,1-�,-.',,:,,,.'_!.-,..!.,'';�I �I ;I3,��- .- I ,,17,�Ij,- i, ,-1.1-�I.,iL,`�, I.Ii II'll�,�;�.i�1.";-, ...�1...., ,,.-.:1t,'.1;i.,-v,.1,_.,.,.A%'�,�-1l,:,-"".-,! r -11. ...-1I1".i v 11" ;* 11.,, `_ � k METAL SCREEb/BEAD-------- 2x BLOCKING AT AWNING T -` c,-.;``",s,. 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UED '" `fit: „-.,: u „;d < f 4 r .: t°tr � �, :' x � ,. �, K"- °+ �s� $ yyr Svi' f ?4"' K ` ' d. Y, rtt�,;. N M1 , - >v'J' ,",Y _ ,,.f t �* . Y t l x , � t� .$) Av'� I } '� -c ti'�Mf �' r ` ':` t i Fe„ r 'r�".� 4 ,y.45r . ar ro' ;'�' ysr �'..,, X W t � is ro"' �,: i � � '�s f_ O Y .. -- HEATING AND COOLING UNIT Q f ,. , P =� BY MECHANICAL CONTRACTOR w �r . ,, : o_J ,N". NEOPRENE GASKET BY ��`,�' 14 GAUGE CURB BY I o Q .; ,. MECHANICAL CONTRACTOR - MECHANICAL CONTRACTOR r O ;',' 2' x 4' TREATEQ WOOD NAILER BY COUNTER FLASHING I I N n J µi I ROOFING CONTRACTOR ----------�` / BY ROOFING CONTRACTOR PIPING BOOT I I I N W ", PIPE THRU CURB WALL (TYPICAL) ------- --, I f I o cc ROOF MOUNTING CURB FURNISHED r-- _ _ - J o BY MECHANICAL CONTRACTOR AND CONT.WELD INSTALLED BY ROOFING CONTRACTOR- - PIPE SLEEVES.-_ -- I PLYWOOD QECK TO BE (3) LAYERS OF FLASHING UP SIDES 26'x3►" INSULATED I INSTALLED CONTINUOUS UNDEROFCURB BY ROOFING CONTRACTOR CURB BY G.C.- UNIT EXCEPT AT DUCT �-- PENETRATIONS -ROOF INSULATION AND FIBE14 CANT II L ' iw"b� ck" .. STRIP BY ROOFING CO TRACTOR •:.- `, -- I0{ ,I --TRUSS OR 2'xb' BLKG. k STANDARD . , �' UNDER ALL CURBS �p sM1,.-1 r,�*,.`r _____� 7 , DRAWN BY R.A.U. E ,{, - T X 6 BLKG. - �,, /� t .h ," �P * tr 'Yf.:r 5 +'".:, NO I E' ~ CHECKED 8Y H.0 OP OF CURBS SHALL BE G ' ;' ` :'� �ua',r. LEVEL AND BUILT TO FIT DATE .G. MARCH 3 (9B9 ,ih.! 1-1 ',,I�lZi�;,.`�"- � ":`I "�, i-�.�'J p r� k d� l"t pp. , Y g SLOPE OF 7lOOF ,� 'I' n - I�•f �'' , :,(G) X 4 BLKG. REVISIONS DESCRIPTION , " � �;�� " re /� 03/t5/90 T " y ' TOP CHORD OF TRUSS -- I� GENERAL REVISION S �`? ear a s t 3 a d T ws g ti k f r, -A` ,a4! . ti V t } i= +t a } . `,i S tiro t�g-i"s''�''� 9*a�+-+�,r.`rc���:,.. s'r'is fi5^: ;.y4 ., 7 S u o y ICE MACHINE CONDENSER CURB DETAIL fi , 1 HVAC ROOF CURB DETAIL ., r f} tw D i m • /^ '4jt ` "`� NO SCALE Y11 _ a r h:� 4� c a, i'�r",�- j W: �} r ", "�'�� +1 RAIN DIVERTER BY f" s' , > ,,' AWNING MANUFACTURER 1lI1AILLUMINATED AWNINGS ...--- " ` } . _ EL. 113'-6* 1 J 9p �..l ,*�__:/-s-:t—_�_p�T-,p-�.��II�s,, � -� �.-\I�-,I ;A� .'\TjJl- lI u-1f!"f-_'.. _\_I1� "�',l4.,Nl1.��4 —1,L4 \4 I ,-,%4�I --.-I I I.'bC,,\-I! iIi L-1�-V * ;�-' -'�_H __-71� ;�HI --/ 9 6j _ --�- °` 6 t' �I ,; \ I - UU VARIATION _-I I _-_1k 6__,,a,I--- '�y�__-_KI j -,1—X1 -/9__A IL 'r , -_ �_ �_ -.==-_ �RAwN er R.A.B. 4� a y, ,y„; I CHECKED (3Y H.C.G. w I, Ii EL. i 13'-pd/q• o SC op _,� = — oA,E 8-30-1991 F _. k ro1 ___ - `�- ----_ / S \ Op- REVISIONS OESCRIPTtON xb 1.[ F $ ,` a'j _ 9,_8,1+ REVERSE - o v T — f ' "' = o ROO DRAIN J -OVERFLOW �- 1 - * r` "; i z 0 ~ \ J it ILLUMINATED ; c a w ROOF DRAIN I -- OVERFLOW A F 4' �'' 19,-5" 20' . ----- f2`-S' 23`-1 a" AWNINGS ` 'r�-5 '�€ _T- Ir V:lo i QYQ Q �* r rK ypq 'n�__ w, J w u r, s At. ti Ir d U_ g dig L7 �° F- n y lxs:' ,�, ?- nfi s Y , 7 1 S R,A ; e Rd & SHEET TITLE _, -—- ROOF PLAN & . . r ��r ".. MISC. DETAILS 4 w y" ROOF c Z 2 4 ',q��'°� , �x .,,4 L' ' } ; HATCH 6 __— Mr,rr I: ! /,IAI �5 e>?'1:'+. l .. �. '' a fig. " &� -..__ ROOF SADDLES. TYPICAL -- ,A "`�, (NOTE: SADDLE DIM. ARE MEASURED ry�- E '. + I EL. I13 -9 F SLOPE 1 ' XNERATION M , "W. .£ 1 �,, I/q" SLOPE ROM FACE OF PARAPET SHEATHING.) t 5r3Jy R y k4 jy ,g H 5'•'� '�P" ,ea L k L T.+s ! j "i+rs�I '3s :4+a S'"3sn «}y„ 1g! �a �. i , VARIATiCtN ' $'"�' I• '4 i'k .si7""rR` ` a: Y 5 \ r r 5 _ 9 '* W.* r r � g.- r r /"j / 4 „`2 rtw DRAWWG NUMBER 1r. M �, � STANDARD P 'yY k ,� ,.. �� A0909R1.382 O ro 61 � d 5 EL. I13'-glJq" �. I a . ,� '' , ,� e„* t Sk : iELT NUMBER t �;: '" ^ < � � I_ 1O ILLUMINATEDvi ; *,� R�" d o ��� K ti ; a� a'w;� AWNINGS- EQ. 8'-0 EQ.x �jIL rtt.. rt �. r a +a a I cc 4 44, �,k '�tr ROVF 1 LAN 3 ;: �., t " �" Y - ` f �� `' . g� °;. w p" f ` , k ' � 4 RAIN QIVERTER BY Y r I . - CD 1 "=1r-pl `.F �., ,•'_` � vs ` ._; � 'c <�, „ , _ . �, , Ir AWNING MANUFACTURER ,r - /s . , a ,..: . ,, ,, ;� '. r. ,.. _,��447.. 'dd....; .��y wt r'�_. �. R., p}yg ' „y�} gz iI a �• - „�'.,,", ,, :'L . - F. h.. -.: -.. .. , w S4 - A d r�. , z::4% ts'✓ I f nl »'s ,s�" 1 1J'::, .... :, k. l,. .. ti. H z _ _ ____ - _ _--___---__�------------- - -- - - --- - - PREFINISHED TRANSOM PANEL ` r s �� >;r °.,`,,r`,� m ' ? < z _ PREFINISHED TRANSOM II/4'xll/q'x/g' NATURAL Fm, --i _ _ _- W:s � M., �L ,,l� L': i `;r i s -P�, S PANEL ANODIZED ALUMINUM I O DOOR NOTES 91608 _ _ �I K� .z,a�„ ,' yam, .,RN,l a: ": - - CHANNEL FRAME FOR r=-- _ _ _ _ _ _ - _ _ PN'G. I^- DOOR ;IZE DOOR FR ME H YYR. I x �r;a #/ .: t� �- _ _ TRANSOM PANEL BY I h LOGO PANEL Co�j: N0. q Q JAMBHEAD ,.:.� _ .,Y,�.;�a M� _ I - _�I �2 TYPE MAT L SET1 Fj8 rC i .b±r,'Yr. Y K.«hS" #n ty - c.. sc.d - !---_..-.__i i 6,.. � S .,11. wr-rm k 4 3+ 15.n ,"�,;.s I 1 P - _ J FURNISHED 8Y KFC. I 6'-O'x7'-O'xl-g" (DBL.) A ALUM. I I I 10;r - - z1 - - - - - - G C,, � '.F ; , I'' '_` � � - - - - - - - - - - INSTALLED BY - ---� �„ �� "� -- x ,': � m '" t � .I FIXER 2 CENTER MULLION--- I Y - - SED - - �` r� ~ r.�l'w < F f r'r SEE NOTE 7.O U— Y x - , „ T � r yF,' � ,,' i i ,: �' ;=I'I� 0{ � , k o �' 2 "H" NUM CROSS cv � N - 3 2'-10'x6'-B'xl --_--- ----..L H � '"'�. ,� _ .___ I 7g H.M. -I-- - - _.. * �"' a. ' iae' 7' '. '0. ii e'• �v j�,,,.: s,'. ! tr 5''. '*T" ,'Y _-_-,.,_.-._.� _ .; C-�� , r �.�r ? � , t � r. �rr�� � w RAILSA---------- -- — �"- 4 2'-I — - ---LUMI FIXED 2' E 3 3 13a ,� --WHITE ALUMINUM �x„< ,I -: ," - � CENTER a .. O x6 -$ xl�✓q• E H.M. 3 13 L �w��';:; 44'' z _ �` ,: ,, � Y f w ., -r-_. 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I� A F, 0NL' w � r WITH 5/g' SQUARE COMMUNiC TION 6'x6' WINDOW V V GCARD z 0 --WHITE ALUMINUM o o q -� -- i WITH I- Iii ' ; `= MUNTINS BETWEEN " a � HORTON STOP MODULE ►9 _ -__ /q' SAFETY POLISHED _ KEY TO FINISHES i I 1 BY KFC, GLASS ---- �, - ' a ca q GLASS LITES o `` N WINDOW "' INSTALLED °';' '�`" - /q' TEMPERED, % WIRE GLASS INSERT �, ONE-WAY GLASS IN METAL � ,t � � � .t;1. _ EL. 103 5 M I I IN FIELD " ,� , � { m``" �11 PROVIDE SAFETY • f n '1 BY G•C• ____-__- N FRAME-� US3 POLISHED BRIGHT BRASS U5320 SATIN STAINLESS STEEL . ' N w5'= GLAZ NG IN BOTH BOTTOM OF R.O. EL_. 102'-10/::-t llS26D SATIN CHROME ALUM ALUMINUM `,=l1 ,n,n LITES 2'-1 i'/2' FR. DIM. � S�OTv1 F - EQ. 4'-2" EC). ,/ SOLID CORE SOLID CORE I `� o SOLID CORE �' US28 SATIN ANODIZED ALUMINUM USP �` 3'-0"RA, NOTE:--- --- - - �' INSULATEDLWOOD DOOR WOOD Q00R PRIME PAINTED y -2'-O' FR. DIM. HOLLOW METAL (EXTERIOR (EXTERIOR M W000 DOOR � ,, 5'-4' FR,_DtM"-- HORTON WINDOW TO 9`-31 " FR, DIM. °C ` �' 5'-4 -- - ►? - --- � � I'-IO'R.0. DOOR - -- --� GRADE) -__i ✓'` (EXTERIOR 4�5 ", xA. �2 R.O. 8E I-URNISHED WITH 9 4 R•0. �,.Y ik'' CLE,4R,ANODIZED FINISH, oo __ GRADEY - - GRADE)- 3a O O O �, HARDWARE SCHEDULE BY SETS �`�� G MFR. QUANTITY DESCRIPTION tl REQUIRED) D S11" (i REQUIRED) (I REQUIRED) E DF © SET I `"' �, %(I REQUIRED) F 2 CYLINDERS 986 X i/C X 2bQ" o ray �vr ��� t. WINDOW TYPES I.f ^. towF 2 THUMB TURN 9$4T X 26D� ,4;w r;11 �� I/4„=1,_n, - DOOR TYPES NOTE: REFER TO SPECIFICATION FOR DOOR MFR. SUPPLIED ITEMS. , , art* �.11 # ,;'M4 .vt '/4n=1'-0" ' x, ter, �4 ....� f SET t — K I%2 PR. BUTTS TB2714-4%2' X 4%2' X 26p ---_. --TRANSOM PANELS 10 FURNISHED BY ROOF TRUSS ------`-- �- F I CLASSROOM S561DL-TG X I/C X 26D w oG ,a i ; .., . Y ;,. & loin - KFC & INSTALLED B G.C. IN - --- I YPSUM __ �, -- -- - O 1� IIIr T •.'I MITERED ALUMINUM CHANNEL EL, 109 - GYPSUM - - -i BOARD- - Y R I KICKPLATE 16 GA. X 10' X 28" X 32D v7 z v 17 TRUSS BEARING `d' . , POINT .: *f - -- _ — _ _• I o I OF T - a �"' I� .,p� ' - B O T T M- S E E1J h4" �' rr} �e r x�}'I'k �" ' � � "� � 1 2` 4%2• 1 11 2' 4/2"°D I' FIBERGLASS FACED y-_- J I AWNWG SEALANT-- _ K I%z PR. BUTTS T82714-4%2' X 4%Z" X 26D = ce _ DRYWALL \ F I PRIVACY 5301-TG X 260 U = j •TRANSOM PANEL I f! ` ILLUMINATED dig§-N �1--- --- PLYWOOD /q AWNING _ ---- \ L I CLOSER 1461X AL X TB (PARALLEL ARM) a rr z ~�' SHEATHING _- r w I Q I � 1 I I 15 LB. FELT ----- G I WALL STOP W860MXT X 32D >) 0 sy v , yy,ry I. r�s�I 7'-3�2' I/q' x I/q° x/g' ALUM. SEALANT ff �q' SHIM ILL I �-�____-____- _____ VARIES: DOOR 6'-6', WINDOW 6'-7%2' BACKER ROD-!r CHANNEL FRAME FOR PLYWOOD SHEATHING - R I KICKPLATE 16 GA. X 10 X 34 X US32D i ` r,, ,,, -,�-- _ � TRANSOM PANEL (BY I ---- ---�. Q , ,, ,. II SEALANT---- - = w ` - PLAIN WHITE (BENJAMIN MOORS $79) BACKGROUND _ _ J GCJ; MITER CORNERS ALUMINUM CHANNEL - SET �4 U U _� - -`-- -- - KFC RED (BENJAMIN MOORS 1315) ACCENT STRIP RAISE[) RIB ----- - WITH C-S HEAD FRAME FOR PANEL; �` PREFINISHED SEALANT--- /I 2' I K II/z PR. BUTTS TB 2314-41/2"X41/2'X NRP X 26Q V) o > � t r. 3 PANELS REQUIRED "`kkk ALUM. FASTENERS BY G.C. ___-----\ TRANSO M 1 I5R BA PANIC; DEVICE X ALUM. a `� � ELEVATION AT FRONT I 5 PANELS REQUIRED L 6'-7", I PANEL 6'-6" THRu FRAME PANEL 10 L fFURNISH D BY I/4" L 1 CLOSER 4115HCUSH X KPQ DARK X TB (PARALLEL ARM) } o W NDOWS -ONI ELEV. AT SIDE WINDOWS/DOOR JAMB DETAIL '/4' SHIM & SEALANT KFC, lNSTALLEC T---�/e" STUCCO & LATH R I KICKPLATE 16 GA. X 10" X 4 ' w °i 'lll�� �' ' ° 3/a°=1'-0" EL. �. 7'- I°` _ ` BY G.C.) BEAD (TYPICAL) P�CALASING- J N 1 THRESHOLD 513-42• 0 x 32D D 1 , E f2'=1'-0' co n TRANSOM PANELS a__?�____—__ __� N i DOOR BOTTOM 200NOKB X 42 IN. TOP OF R.D. I f*� . , irr ,JAMB N I SET WEATHERSTRIPPING PF181 'WR` � � - -.. SEALANT --------------- o o I I N I 16 DKB RAIN DIVERTER (FULL WIDTH OF FRAME) �411 E I HEARSIGHT COMMUNICATION MODULE 19 �r STUCCO AND LATH f n 21/2"X2%2" (SUPPLIED 8Y KFC) __�� _ ��ll, DRIP SCREED--- `�, ---- • �` I�41, � �� I DRIP SCREED I - --PLY WOOD i--�- I-- - �' r �107'-4' ] SHEATHING HEADS _..__ SET #511 ,v EL. 107 4 K I%2 PR. BUTTS TB2714-4%2" X 4%p" X 26D ,�� TO —PO F ROUGH 10 S I UNIC I11 -p St.OPENING AN 000-1 X 26D STANDARD Y ':> 1, A-F.R.P. BOARD OVER t3T� R.f). R I KICKPLATE 16 GA. X 10' X 30' X 32D p 5Y GYPSUM BOARD DRAWN BY^— R•A•B. SEALANT - F,R.P" BOARD OVER . r 1, ,1 . -ALUMINUM DOOR L I CLOSER 4I13H-GUSH X AL X TB (PARALLEL ARM) € = 2 /z SEALANT --- GYPSUM BOARD 8 FRAMr cwFCKEo ev ' �` I `t ►' CLEAR NATIONAL GUARD H.C.C. INSULATED -SEALANT SHIM - -- I/2" 21/2° �-----SEALANT "5t3A THRESHOLD- _ -_ - - --- ,� - - illPoil /avl:Rs .1 SET 6 DATE MARCH 3, 1989 GLASS - I �--- NATllRAL ANODIZED QUARRY TILE -- \\ 1 SLOPE SLAB & PAVERS .-K- F REVISION,. 7-,CRIPTION -- - - -- ALUMINUM WINDOW '/q" PER FT, TYP, I. EXTERIOR DOOR FACE. 2bD W/ BLANK FACE ON 03/15/90 � r HORTON WINDOW "' I" CLEAR INSULATED FRAME I 11 - L' GENERAL REVISION (SHOWN IN OPEN GLAZING ---� �:,{ i F I THUMB TURN 9$4T X 26D - - " -�- ' G I [BOOR BUMPER wB6O R C� c 11 POSITION) -- - _ 1 i _.e,_.__1.c_; 190 107'-?' __ ENLRAL REVISION 1. - - NATURAL ANODIZED r=� _- -� _ ---- 12 -- ALUMINUM WINDOW I -__SEALANT h �� t _. r- - -f- - - - - - - - -� TOP OF R,O,� FRAME SHIM ------------ kZ - _ __._ _ -_ . ,.._ _ - �''1•�'; �l I - _E_L.It33'-I` o0 0 o{; aoo ti (C' ' N . T J.-- SEALANT--- - TOP OF SILLY � f�'�a ao �� I ��Jo C)` 1 o. r) I n EL_ I --- 0 0 n �_) q"'� I ' L� ,00 00 00 ' 0 ( I- SEALANT (BOTH /2 02 9 _ TOP OF Q.T. - a _cu�c,.L _�� L SIDES) 4i1-go r - SERVICE COUNTER Z BOTTOM OF R.O. \ �' I I I I V. /2 4 /x a" E_L. f�3�'-I' -- `�' �- (` I FLASHING-- �-BLOCKING INSIDE I I- _ _ S DE \ OUTSIDE --�- - - EL. 103 �__ __ - 6' BATT INSULATION EL. IQ2'-IOI __ TQP OF INSERT SILLY - _ � SHEATHING AND F.R.P. BOARD OVER Y BOTTOM OF R.O. -` 1 BACKING PAPER- I- I_ GYPSUM BOARD VARIATION THRESHOLD HEADDRAWN ©Y CASING BEAD------ I F.R.P. BOARD OVER _ 7%2" � _-_ C�R.A.B. GYPSUM BOARD - 2X6 STUD WALL ) llli� �11, 2 Cr�ECKEO 8Y H.C.G. HEAD & SILL - HEAD & SILL (JAMB SIM.) < � _ �A� '14' SHIM AND — — G ALUMINUM DOOR DETAILS 8-30-199I DATE REVISIONS DFSCRIPTION SEALANT--_- -,- REVERSE T1�1REATED ix4 WITH EL. 109'-0 2 3/q' PLYWOOD I =N-TRUSS BEARiY POINT � t-� TYPICAL AT PILASTER, J� �`I 1 #; 1.PROVIDE BLOCKING / \ GENERAL N T , FOR BACKUP. ----- �N _ � EL. 108'-I I' _-/--_ 0 ES lo ` Yq' STUCCO AND Y BOTTOM OF 11 s11 ���•4 _ u ` LATH----,� _ - - - I AWNING Y _` - r- - /4 ILLUMINATED AWNING METAL CORNER * VARIES -_� 2'� SEALANT -- _ I. ALL KICKPLATES SHALL BE MOUNTED ON PUSH SIDE OF DOOR. REINFORCING - II/q'xiI/q•x%g' ALUMINUM 2. ALL CLOSERS TO BE MOUNTED WITH THRU BOLT, REINFORCE AS REQUIRED, 11 11 . w: METAL EDGE CASINGI CHANNEL (NATURAL Yes �� JAMB BEAD (TYPICAL) .-- - 3. DOOR CLOSERS FOR OPENINGS I AND 2 WITH MAXIMUM OF 8.5 LB. PUSH �� ANODIZED FINISH) BY --SUSPENDED CEILING �� , � 5 G.C. Y TE / SSU E TOILET DOORS 3 AND 4 O AVE 5 LB ,1. ;: - ---- ----- - M ' 2' GYPSUM BOARD ----- R T H , .Y I „ '; I" 41/2" I" PREFINISHED TRANSDM� A S S ,ml AND PULL PRE P DJUSTMENT n _ I ,r p� 4 - -GYPSUM BOARD t , � �., 1 T '�' PANEL SID FURNISHED , E T v r~� ;fir,=� "� r C-� \ /2 GYPSllM BOARD __ _ __ q, CYLINDER LOCKS AT 5061N. PANIC SETS AT 405/�IN. �Y �: _ BY KFC, W000 HEADER -FILL --FRP BOARD LOCKSETS AT MANUFACTURERS STANDARp HEIGHT 393/bIN.± x ( �s —,' — ��,„ 1 INSTALLED BY G.C. __-__ CAVITY WITH BATT ��__�- SHEE:1" TITLE „' L AR INSULATED GLASS I LOCKS WITH INTERCHANGEABLE CORES SHALL BE SUPPLIED WITH CON- OCR & YYINDOW . F.R.P. BOARD WHERE - ; - INSULATION -- ---,- -- -� _ 5. h YES', , t WHERE SHOWN ��. �` i SEALANT �, a� , ? -- DN SHEET A5 A ,s L s `A r.a q /4 SHIM SHOWN QN SHEET AS PLYWOOD .I STRUCTION CORES. KFC CONSTRUCTION ENGINEER SHALL CONTACT CHEQULE & DETAILS PLYWOOD SHEATHING SHEATHING --� i I %2' GYPSUM HARDWARE SUPPLIER TO ARRANGE FOR THE RETURN OF CONSTRUCTION '11-CORES IN EXCHANGE F P " F , ` " '� 1 - i; __- "-`� _ BOARD OR ERMANENT CORES KEYED PER THE OWNERS MAr„„11, _ REQUIREMENTS. a w METAL CASING Z24 70P OF R.O. DRIP SCREED - 2x4 STUDS - q I Iu: �� �11 x -WOOD TRIM. "', * 2x6 STUD I rkrA i ,K .. i [ rb l Ft ,! �' f"v . '----- - - REFER TO SHEET Al2 �.. 'I. SEE SHEET A/ 2 /' -f. s � t f,; "I + ate I CLEAR INSULATING _ SEALANT (BOTH SIDES)---�' BEAD S S. VINYL SNAP -IN TOP CAPS FOR ALL EXTERIOR HOLLOW MET :,.. .11,-�,Jn x•M�' 3^y r, I " 1/2 x FOR WOOD TRIM AL -- w Y Y , " •�' 2x6 FRAMING " , r rr_ -- DOORS BY DOOR MANUFACTURER. _ , , ."" �;� ,t :" , �j f ,° ,, NATUR SEALANT - / H.M. FRAME I SEALANT 'j `1z �, , AL ANODIZED BOTH SIDES GENERATION t. . . ; .al' 1 ft Ir-,. i... '� � .t ,� .::, j '-,� ;w�, rdr I;, i *;,^" ;, 1 '�� K „r.. H .,_�- I , ON _ 4 '";:, r , BOTH SIDES _ - 4 rll 2X6 - 7. /g LOGO PANEL EXTERIOR WITH MUG AD CENT TO HANDLE I • ' :.:` x.;. 61 " ,., ::.. t k fi F ...., ALUMINUM WINDOW - 1'' 5 �I' i 7�q A DLE AND /8 INTERIOR 3802.1 " x�° .. y. ; , �' 4 - �2 ` ,�.. „., L r FRAME 1TYP.)----_ H.M. FRAME �// 4 .� �-..-.---- H.M. FR --� SIGN PANEL THANK YOU CALL AGAIN" 0 , FURNISHED BY KFC - INSTALLED VARIATION it - --- AME �4. 8Y �. IATI�N y� f s"� r 1'_ cv - (DRYWALL TYPE) 7 G.C. h S ILL tHEAD AN ULAR) _.��°�I — D JAMB SIM /2' -- ANDAR 7 � D. r! ,-° �� I DRAWING wlNc NUMBER D Y 4 V 3 ::1. � y ,'. «:. «. n,,. a.. .-e :.. .:, Y - ;.: _ , M,,, .:� ,.._: r�.a�. ,�..�, .... � .w. A1009R1.382 Y ,. �. _ - , . , H o ,._ _ ,. .. x h , SIM AMB tH �� , • . , . E I. _____<D AD M _.. :f , rya . S .) H ;_gib r� :, _ _ .. -"' �..��� z. k «*:;ti` T NUMBER �� _ AMB A .f gyy�'�Y ... 5.. N 1: 4 - ,.,, ,, -r. .s.:: - -: 'I::'.. .-,-. ... :.-.:. - ix .rtf' .... ,,-.. ` N . n._ V -"c .s.... n rw I _.. 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Sa t =4_ LL - ,.-..».., �J I Ir I u_I, " _�- I I J tE r _ ' .... - ,, f1, r r _ -t:: a f..:.. .... - � i --- , 1 t .. R ...',:;.,v4"- -..y, },, E < :.y .FF. t,.. v:: -. ,. >, ...-I .:s' ,...r. ,. '� 1 , u. IC• far, '' I. ,A 'ri:i ¢ n -I iy � �:,::.. ,`x ^ k.:;: "r FI., ..,. , q,. ,�:. :l.. `sc ::e� `'- .f. �. .>: :?P.-.v > n �!'. x ,. r`�'?.� - � ���. I• ' "Y);m rsr. IY`, "5. .. . > ,. 'i.. F u<'>'. 4' ,, ;:.L i ,kt '�^ w• f 'S & A ytt, !kF1r"1 a 0.i5. ij y Y`.SI. r; 3', ,: .. .. .., . . .. r. 5.. . .1.",I ii, "."i-i -, 09121 _.... .: a .. .d. . r,... .:. � ��' -'. r �. ,.. .. ., . e .L.T. .�. �. .. r .., ',. n. .. T. r. :::. ; £..� �'.m a' a .... '�, r,.: i. "_ P' k .a , ,. _. .. ........: .. . . . ;. .' , ..x Sr- }y : r. .. , . '� ,.... ., ,-. :. -, ;Y M,. `SKr• t.. , , u i 2 :'. „s F CORE DRILL PLAN` s{` Y ..9 5 34'-5'/2' FACE TO FACE OF GYP. BOARD - 3'/z" DIA. CORE DRILLED I 2' SO. STEEL I SUPPORT MATCH TILE GROUT I PLAN VIEW NO COVER PLATE I I STEEL SUPPORT TO BE USED AT BASE OF SUPPORT.- i I --TILE GROUT FLOOR' TILE i I I 'L-CONC. SLAB SETTING MATERIAL SECTION VIEW SEATING AND FIXTURE SCHEDULE SYM. OTY. DESCRIPTION WOOD BEVEL EDGE TABLE TOP 22'x27'. LAMINATE: CENTER --FORMICA *661; %z" INLAY--NEVAMAR S-5-41T; (90 i3 IY4' BORDER --FORMICA *843. 901 4 WOOD BEVEL EDGE TABLE TOP 27'x 42'. SAME SPEC. AS Q 0 5 WOOD BEVEL EDGE TABLE TOP 24'x 42'. SAME SPEC. -AS 0 3 WOOD BEVEL EDGE TABLE TOP. 42'DIA. SAME SPEC. AS 0 Q I WOOD BEVEL EDGE TABLE TOP 24' x 24'. SAME SPEC. AS 0 _ 2 60 LAQDERBACK CHAIR. UPHOLSTERY: MAYER 'INFINITY' IF05 JADE; WELT: BOLTAFLEX 'COBBLESTONE'. MAUVE. _- 42' SINGLE UPHOLSTERED BOOTH WITH UPHOLSTERED CRUMB STRIP _&-3 HORIZONTAL CHANNELS ON BACK. 21 5 UPHOLSTERY: SEAT, SIDES & MIDDLE CHANNEL--BQLTAFLEX 'COBBLESTONE', MAUVE. WELTING, TOP & BOTTOM CHANNELS--MAYER 'INFINITY' IF05 JADE. LAMINATE BASE WITH PIONITE, GRAY CHROMATIX AGIII. 2 2 24' SINGLE UPHOLSTERED -BOOTH. SAME SPEC. AS- ZY 1 5'-6' LONG DOUBLE UPHOLSTERED SETTEE. SAME SPEC. A 921 44 1 SINGLE _TRAS_H/STORAGE UNIT. SEE DETAILS 8. 9 & 10 ON SHEET A14. 4I I CONDIMENT COUNTER_/_PA_RTITION WITH ETCHED GLASS. SEE DETAILS ON SHEET A14. - -- q 1 PARTITION. SEE DETAILS 13 & 14 ON SHEET A14.- 4 2 PLANTER. SEE_ DETAILS I I & 12 ON SHEET AI4. - -- 4 I PLANTER. SEE DETAILS 23&_24 ON SHEET A13.- 4 1 PLANTER. SEE DETAILS _21_&_22 ON SHEET A13. -4 - 46 2 PARTITION WITH ETCHED GLASS. SEE DETAILS 18, 19 & 20 ON SHEET A13. 70 1 OLD DOMINION HIGH CHAIR. - - - -. 712 TRENDCO BOOSTER CHAIR_ (IN SMALLWARES KIT). 7 2 POINT OF PURCHASE BOXES ALL DECOR LIGHT FIXTURES AND SKYLIGHT LENSES AND T-GRID ARE SUPPLIED BY KFC AND INSTALLED BY G.C. REFER TO SHEET E2 FOR SPECIFICATIONS. ALL OTHER DINING AND SERVICE AREA ITEMS TO BE SUPPLIED AND INSTALLED BY G.C. INCLUDING SERVICE AND DRIVE-THRU COUNTERS, TRIMWQRK, DOOR AND WINDOW CASINGS, OFICE DESK TOPS AND SHELF, ETC. APPROVED SUPPLIERS FOR SEATING ARE: AIR SYSTEMS, CUSTOM SEATING, FALCON PRODUCTS, PALMER INDUSTRIES & SAI INC. ACCESSORIES SCHEDULE SYM.QTY. DESCRIPTION 7 _ 2 URN WITH SILK FLOWERS. 7_ 5 MIRROR. I'-9`x3'_6' WITH BRASS FRAME & SECURITY MOUNTING _CLIPS. _ 76 I POSTER: IMPIGLIA 'DAY AT THE RACES' 26' x 30', BRA_SS FRAME. M011NT TOP AT 75' A.F.F.- 7 1 POSTER: McKNiGHT 'LAKESHORE_DRIVE' 31' x 27'. BRA_S_S FRAME. MOUNT TOP_AT 7 1 COLONEL'S PHOTO, *EASTER' 24'x30'. WITH CHROME & BRASS FRAME. MOUNT TOP AT 77` A.F.F. 7 - I POSTER: McKNIGHT 'PUERTO VALLERTA' 27' x 27'. BRASS FRAME. MOUNT TOP AT 75' A.F.F. _ $0 _I POSTER:_ALVAREZ 'PLUMAS' 38' x 48', BRASS FRAME. MOUNT TOP AT 79' A.F.F.__-_- _ 81 I POSTER: SCHRUTT 'SITE 212' 26' x 36'. BRASS FRAME. MOUNT TOP AT 75' A.F.F. ROOM FINISH NOTES 91�0' FRN. INST KFC GC _KFC GC _KFC GC KFC GC KFC GC Q KFC GC c� -- tY KFC GC J KFC GC W KFC GC KFC- GC KFC GC ILI KFC GC t1 KFC GC- KFC -GC 0 KFC GC LL KFC GC --KFC GC o KFC GC_ KFC GC Q FLOORING - - '- FIA FLOOR TILE: FURNISHED BY KFC, TO BE F I B TABLE NOTE: KFC TO SUPPLY TILE 13 , SETTING BED & GROUT, G.C. TO INSTALL FOR KITCHEN AREAS. F2-UP FLOOR TILE: DAL DURAFLOR DFL 1917 'GRAYSTONE' WITH 5% CORRUIIDUM 0 90 GRIT; 8' x 8" WITH MATCHING COVE BASE. GROUT COLOR: H.B. FULLER - LIGHT PEWTER 927; L & M - SILVER GRAY. NOTE: G.C. TO SUPPLY & INSTALL TILE & GROUT FOR DINING, 50VICE1ETC. AREAS (EXCEPT KITCHEN.) WALL TREATMENT SUPPORT HEIGHT DETAILS WI F.R.P. BOARD: KAL WALL 'KALITE' .090" THICK WHITE, OR MARLITE BRAND F.R.P. BOARD BY MASONITE CORP•.090' THICK WHITE. W2 GYPSUM BOARD PAINTING: REFER TO PAINT SPECIFICATIONS. COLOR: SHERWIN WILLIAMS PURE WHITE SW1004. 1/24=1'-0" W3-UP W4-UP TABLE BASE SETTING PROCEDURE CEILING CI -UP SUSPENDED ACOUSTICAL TILE CEILING: ARMSTRONG CORK COMPANY 'CORTEGA COLORTONE', 24'x24'x%' TEGULAR 'WHITE' 1. LAYOUT CORE CENTER LINE LOCATIONS, AFTER FLOOR TILE IS LAID AND CURED. COLOR; WITH MATCHING LOW GLOSS GRID; FLAME SPREAD RATING 0-25, CLASS A. ALTERNATE: U.S. GYPSUM COMPANY 'AURATONE OMNI", 24'x24'x /8' SHADOWLINE EDGE; 'WHITE' COLOR; WITH MATCHING 2. DRILL CORES 4 IN. DEEP MIN. DEPTH INTO CONC. SLAB. LOW GLOSS GRID; FLAME SPREAD RATING 0-25, CLASS A, C2 SUSPENDED ACOUSTICAL TILE CEILING: ACOUSTIFLEX CORP. CAPAUL "VINYL ROCK', *1140, WASHABLE NON --PERFORATED 24'x48' 3. REMOVE CORES AND PREPARE HOLES TO RECEIVE NON -SHRINK SETTING MATERIAL. x1/2% WHITE COLOR; WHITE ENAMEL SUSPENSION GRID; FLAME SPREAD RATING 0-25, CLASS A. ALTERNATE: U.S. GYPSUM CO. FIRECODE 'C' PANEL '3270-2-MIL WHITE VINYL, 24'x48"x'/2% WHITE ENAMEL SUSPENSION GRID; 4. FILL HOLES 50% FULL AND INSTALL BASE. SHIM AND BRACE POSTS PLUMB FLAME SPREAD RATING 0-25, CLASS A. AND LEVEL. REFER TO DETAIL ABOVE FOR HEIGHTS. ALLOW SET-UP TIME C3 CEILING: %2' GYPSUM BOARD OVER 2x4 BLOCKING BETWEEN TRUSSES Ja 24" O.C. PAINT (REFER TO PAINT SPECIFICATIONS) PER MANUFACTURER'S INSTRUCTIONS. COLOR: SHERWIN WILLIAMS PURE WHITE SWI004. C4 CEILING: %z" GYPSUM BOARD OVER % ' PLYWOOD ATTACHED TO 2'x4' FRAMING. PAINT (REFER TO PAINT SPECIFICATIONS) S. AFTER INITIAL SET-UP, REMOVE SHIMS AND FILL REMAINDER OF HOLE TO TOP COLOR: SHERWIN WILLIAMS PURE WHh SVVI004. OF CONCRETE SLAB. PLASTIC LAMINATE 6. ALLOW 24 HRS. MINIMUM FOR SUPPORTS TO CURE. FOLLOW SETTING MATERIAL LI-UP PLASTIC LAMINATE: WILSONART D351-6 TYROL GREEN MANUFACTURER'S INSTRUCTIONS. L2-UP PLASTIC LAMINATE: FORMICA *843 CLARET 7. INSTALL FLOOR TILE GROUT OVER SUPPORT SETTING MATERIAL. USE CARE TO L3-UP PLASTIC FORMICA 06GI VICUNA PAPERCRAFT MATCH COLOR, DEPTH, AND TEXTURE OF FLOOR TILE GROUT. _LAMINATE: L4-UP PLASTIC_ LAMINATE: WILSONART *D393-6 CLAY PINK L5-UP METAL STRIP: FORMICA METAL STRIPS 1*61 I POLISHED BRASS NOTE: MISCELLANEOUS SETTING MATERIAL SHOULD BE A NON-FERROUS COMPOSITION HYDRAULIC CEMENT MI -UP WOOD TRIM: RED OAK (AWI CUSTOM GRADE) ONE COAT SEALER, TWO COATS OF POLYDIENE. OR NON -SHRINK GROUT. PRODUCTS MANUF. BY THE FOLLOWING COMPANIES ARE ---- - M2-UP RAMIC-TILE: LATCO :ONA45 TEAL, 21/s'x2'/8'. JOINT FILLER: H.B. FULLER 1*914 SHELL WITH LATEX ADDITIVE. ACCEPTABLE: M3-UP CERAMICTILE: LATCO *NA17 ROSE. 2%8'x2'/8'. JOINT FILLER: H.B. FULLER *914 SHELL WITH LATEX ADDITIVE. I. MINWAX CONST. PROD.. "POURROCK'. M4-UP CERAMIC TILE LATCO *FSN 35 BEIGE,''/2'x2%g'. JOINT FILLER: H.B. FULLER 31914 SHELL WITH LATEX ADDITIVE. 2. THORO SYSTEMS, 'THOROGRIP'. M5-UP ROOM FINISH SCHEDULE .. DOOR COLOR SCHEDULE RM°I ROOM NAME FLOOR/BASE WALLS CEILING HLT° REMARKS DOOR NUMBER DOOR F'NISH FRAME FINISH 01 --- 02 VESTIBULE ----- ---- DRIVE-THRU TILE -- F2-UP ---- VINYL WALL Egl - W4-UP - WI ACOUSTICAL TILE -------- ACOUSTICAL TILE_-.-_----- CI -UP - C2 $'-6' ---- _ 8 6 SEE NOTE 4. --- "--------- I FACTORY FIN1=1•iSEE SPECIFICATIONS. . _ _ _._ . _-_ NOT USED FACTORY FINISH. SEE SPECIFICATIONS. --� -- - -- _-_ TILE FIA F.R.P. _-- 2 - --- SHERWIN WILL ?AMS, 03 _ -- LOBBY - TILE F2-UP VINYL WALL -Up ACOUSTICAL CI -UP �_ 8 6 SEE NOTES 3,4 & 5. 3 NATURAi. WOOD FINISH PER 5PE:' . SALMON SUEDE SW1066. COVERING_-- TILE--_------_---___-- 04 _-- DINING _ TILE _ F2-UP VINYL WALL COVERING --- W4-UP ACOUSTICAL TILE CI UP 8'-6" SEE NOTES 3.4 & S. SHERWIN WILLIAMS, - J- - q NATURAL._ W000 FINISH PER SPEC. - SALMON SUEDE SWIQ66. -- - --- ACOUSTICAL TILE 05 PASSAGE - ____ TILE F2-UP ____- VINYL WALL CQYERING_ - Wq_UP _ CI -UP 8'-6' SEE NOTE 4. -- -- --- -- SHERWIN WILLIAMS, 06 -_.__ MEN TILE F2-UP F2-UP CERAMIC TILE CERAMIC TILE W3-UP GYPSUM BOARD C4 8'-0' SEE NOTE I. SEE NOTE I. 5 NATURAL WOOD FINISH PER SPEC, SALMON SUEDE SWIQ66. 6 PAINT INTERIOR OF DOOR SHERWIN WILLIAMS, SALMON SUEDE SW1066. SEE PAINT FRAME TO MATCH. 07 WOMEN TILE W3-UP GYPSUM BOARD C4 8'-0' SHT. A6 FOR, EXTERIOR PAINT COLOR. OS SERVICE TILE FIA VINYL WALL W4-UP GYPSUM BOARD C3 9'-0' SEE NOTE 4, COVERING- - - 7 NATURAL WOOD FINISH PER SPEC. SHERWIN WILLIAMS, SALMON SUEDE SWIO66. ---- 09 - 10 -._ -------- KITCHEN _ OFFICE -'- ___- ---- TILE ,FIB TILE FIA FIB F.R.P. WI ACOUSTICAL _ C2 8'-6" TILE_ ACOUSTICAL A GYPSUM BOARD W2 C2 8'-6' TI -._ - LE SEC HEEfi SEENOTE LOCATION. SEE NOTE_2,- _ 8 FACTORY FINISH. SEE SPECIFICATIONS. FACTORY FINISH. SEE SPECIFICATIONS. --- ---- SHERWIN Wit LIAMS, g NATURAL WOOD FINISH PER SPEC. SALMON SUEDE SW1066. 12 WALK-IN COOLER TILE FIA ---BY MANUFACTURER--- SEE DETAILS SHEET A8. 13 WALK-IN FREEZER TILE - FIA ---BY MANUFACTURER--- _ _ NOTES: 1. IN MENS TOILET 06 & WOMENS TOILET 07, INSTALL CERAMIC TILE OVER MOISTURE RESISTANT GYPSUM BOARD. 2. BEHIND 3 COMPARTMENT SINK, INSTALL F.R.P. BOARD OVER MOISTURI RESISTANT GYPSUM BOARD. 3. WOOD FURRING TO BE LOCATED AS REQUIRED TO ATTACH DECORATIVI_ WOOD TRIM. 4. SIZE AND SEAL WALLS TO RECEIVE VINYL WALLCOVERING. REFER TO PAINT SPECIFICATIONS. 5. I I/8' CLEAR LEXAN CORNER GUARDS MFG. BY DECROVIN OR EQUAL, INS TALLED ON FULL HEIGHT OF CORNER W/ CHROME PLATED SHEET METAL SCREWS o IS' O.C. MAX. {rI c�....:... k- J. INS T GC_ p GC 'n z I- LLJ U > �w- Q = o r U _GC GC4 GC 0_ F H Q Ir W to O Y LIJ I.L Q U = U J J u� 0 a > r O Lj � N -J o � STANDARD DRAWN BY R.A.B. CHECKED BY H.C.G. DATE MARCH 3, 1989 REVISIONS DESCRIPTION 03/15/90 GENERAL REVISION 05/11/90 2\ GENERAL REVISION VARIATION DRAWN BY R.A.B. CHECKED BY H.C.G. DATE 8-30-1991 tEVIS10NS bESCRIP110N REVERSE SHEET TITLE ;EATING PLAN,NOTCS. -,CHEDULE & CORE. BRILL PLAN ki� UPTOWN TEAL 5ENERATION �80�.1 VARIATION STANDARD DRAWING NUMBER A1206R1.382 SHEFT NUMBER t - - -1 1. - ___ __ - - __ __ _______ ___ __ - � - - __ - - ---------------------------,-----------�-- - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - -, - - - - - - - -, - - - - __ - - - - __ __ - - - - - - - - - __ - - __ -, - I � ���.. ��, � I , _;,� I r* -k t" - ------------- � - . nowl- i I . -amill __ ___ 2 I . � � : I , - z . ,, " , , , 7, i I . �� � I I - I . ' - I— I—, . - . 11--l"', I I I . I 1. � � w1i wo,", �_ �, , - ________ -ill - -1 1!�C� 7r - I -1-1111iiiiiiiiiiiiiih - - - _ �__n,�f__._,__,__11_. � __ I .- � ,,, I I 11 . "I - -, .1 I , I , k1r W �, �m , 4 - 9- _� - � _1�1 i4� "_�, �fl ,,, - , I I.. 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I "' I �'.- �, . d I -Z\ � , I .� - _`�� -, , � , , , , , ... .1 .. I ;::: SECTION' OF TIRM 0 CEILING ELEVATION ELEVATION A SECTION � _, , A13 I .0i I V� ,A- �_ �., ..: :1 � — - .,!�,I . . I � J I ": , � .. - ;.� __/ I, �g I I I L_ -up - "I , .1 11$i�l 11'�71 . _" , 1� - � _,_ , tn ,�� .." - :�,, � 11,:',,�,'�, �,�: - _A i , "". � I , _! ,�, ,v� .1 , I � , 1W - 111, , � ,� 1, --- �"ji' �i - - . - �. - , � - , .. - '��l I � 11 314"�10" , ik�:!" ,�,� �� "'; , �:, � _�",:olv I , L�, � � �, . " D , - �, �.!. I ",:,_ �,_ — - , ,,, ��. ,�r ,:�, - _ "I. - - - -_� , . �� . 1 y4o=11 ��/ -- )1. - / , , �i � ,,,,, .. � � i I .1, �;�� - �, 11 , _. . I - Y4u:�l'-O" i �i -T-0 \L_� ., � " I I , - �,`��`_,` ,�, ''i,, I ,� 0 _l - , , 11 - 13 If; SECTION 0 ___�� � � �` - " I'll , "�� ��) : Y4'= I'- 0 " - - - ____ - - < - __ - - ___ - - ___ - __ __ - - �&__ 111 11,____.. -I' ,_ , -, 1� I 1. I ., . I ''I � I - . ILI - I I . -, 11 . .111, - . I � � . I I I I 1, I I _ 11 ,� �-�'. 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IIIIIIIIIIIIIIIIIIIIII .---�..-, - __ --.----- mwm i m_ � 11 I "�" " No- 11— - —.- . -, . . .1 — .— .__ . 7� Boom 91 J�, 4M 4 K, le k.. 'k, K'N `,� WK5, 3 PLANTER W1 GALV GLASS LINER DIA. CHROME METAL OR FIBER PLATED TUBING OF PARTITION EMBEDDED IN TOP \--RED OAK TRIM Y q -10" ry') 91 4 PLYWD . W/ 2'-6- 3 10' 2" 2'- 6 2 2 e, e-. LAMINATE L HIGH CHAIR 51- 01/2 m --IY RED OAK TRIM LLJ STORAGE BRASS CHANNEL u 1/4 3 3/4 V- 61/2 '/4" 3/4 ETCHED GLASS Lij 0 A* 'B' TRAY STORAGE--- C) TKA149 Ti TR TRAY Y4 X Y4 STORAGE IM THANKYDU BOOSTER CHAIR-1 -UP 0 L3 LL_ L2-UP F2-UP :4 BULLNOSE TILE BASE L -UP -UP -UP 2 L2 LI-UP L 2 _77 -TI-T 1 -1 T Y4 FRONT ELEV. ELEVATION SECTION SECTION" DETAIL % z: 1, 0 2 �9 LAJ Y4' & TRIM 0.1 0 UJ (\J E;'- 4 L 2- METAL FRAME D 0 RED V) z -Z 12 & TRIM W.Y2' PLYWD. TOP Ld & SIDES. CORE DRILL > -Y4# PLYWD. W/ PARTITION W/ 3 FRAME. < 2X2 FRAME LAMINATE r T_r'_J �_�__-PLANTER W/ GALV.METAL --URN W/SILK '/2R PLYWD. FLOWERS OR FIBERGLASS LINER CC L2-UP *4-UP ----VINYL WALLCOVERING V) 0 �,e BOTH SIDES < cr z L3-UP DJ LL CONDIMENT '12' PLYWD. W/ L2-UP W4-UP HOLDER, L3-UP. W 4 SEE DETAIL < Lj 6' HIGH BULLNOSE U = _j —7 T' I I I I 1 1 1 1 1 1 1 1 1 1 1 C:) 6' HIGH BULLNOSE r _.______BRASS GLIDES 11-OX I TILE BASE F2-UP V) BASE, F2-UP--, cl� I.,BULLNOSE TILE BASE 7'- 10" tn 0 > 5`6* LONG Ln F2-UP D 0 V) SECTION CONDIMENT COUNTER PLAN ELEVATION SECT. 0 PLANTER ELEVATION SECTION IN '/'LAMINATED SAFETY GLASS ITYP.) 3'- 9 S 3' 3' 3' 3' 3' 3' 3" 3" 3' 3' 3' 3" 3' 3' 3 3 3` 3 3 3 3 __--�--EXTEND LAMINATE 'm -, 3�-Ofl '14" OVER WOOD 2'- 5 DRAWN By R.A.B. e- TRIM 211-1- 2' 3/4. 31' 31 31 38 3" N & TRIM 215/16 " 3" 3m 3 3- 3- K3' 1'- 4 11!/2 a Lo 3_� F::-. H.C.G. 5Y4' --13-UP v__ PATF MARCH 3, 1989 RFVI-1;0N_j DESCRIPTION EQ. 03/15/90 2x2 FRAME W1 OA� TRIM EC_ GENERAL REVISION W1 Y4' ADIUS Y2" PLYWD. BOTH SIDES EQ ED. ADJOINING BOOTHS W4-UP--- -M2-UP LD f-112 M4 -UP, 2 ROWS HEAVY ETCHING LIGHT ETCHING LIGHT ETCHING HEAVY ETCHING ;4. 2'- 4 -Y4* PLYWD. W/ LI-UP Ln oo 00 "A" "Be PATTERN OCO PATTERN 'Do 6. HIGH BULNOSE IV13- UP BASE. F2-UP-----, TILE BASE, F2-UP 2 1112 RED OAK TRIM 1'12 /2" RADIUS VARIATION R.A.B. H.C.G. DATE -30-1991 8 ?IPTION SLCTION SECTION REVERSE Y4" 6 77 7 LI-UP 1/9 SIZE CAMBRO CLEAR CONDIMENT BINS PANS, SUPPLIED W SHEET T171-F CONDIMENT COUNTER ONDIMENT COUNTER ETAI1_ S CMA I . . . . . . . . .... X12,XI5, X22, X25 -CUT-OU T F OR, NAPKIN DISPENSER. UPTOWN BLUE & TEAL 2 1" DISPENSERS TO BE GENER4 T;0N ND -411 3l' COUNTER. 38D2.1 VARIATION DRAWING NUMBER CONDIMENT HOLDER TOP VIEW HEP muMBFR A1402RI.382 7 - I �7 A14 < TRAINING AREA PLAN � �� ----- WALL LINE ����"; �� ___..___._____.- ,�-----�_----�4" PLYYrDDD WITH t�.- I `` "�-��� r� M;`��I I -�, FORMICA �750 >,: � �� �.• ORCNIQ HAZE OPTIX n g. `t����"X '�jj - - -CONTINUOUS 2x3 :- - a �rbt�"+� a'r � � - 2x3 CONTINUOUS; SECTION 1�HRU SHELF �� ANCHOR TD WALL I - P � �� F��� ��,� ,:� � '�� * 2 -q. _ -�4" PLYWOOD WITH < � I��''' ---- -- /�.— T FORMICA �75D }�� �t"�� ` / -� ORCHID HAZE OPTIX �, ! k� I �. r:. � - - ���" `F ' y �. � ,,„ - --- --CONTINUOUS 2x3 r r , s'+' s u M'' s n w ---^�--- - - ��'X2' RED DAK BACK & SIDE SPLASH �, .s � + � *, -y, I � Via, ti �- ��`��': ; �� y ng� ��. SECTION THRU DESK TOPT 2 %41I_i,_�II �.- SUSPENDED- .� _1 " CEILING � ``: %2' PP_YWOOD - ---- _ �" A - \Q L1-- .. � n _\ Y �: �,' � -- \ � %' GYPSUM BOARD- ----- , �\ "� i� � � WITH WALLCOVERING �',� SUSPENDED afl ,� � ___ � - �, �,` v,�`' � I. I __ .__ CEILING " ' %2° GYPSUM BOARD N � �. '/2" ` � �---------- PAINTED MENU BOARD DN------_._ � F.R.P. ON ,, � n '...s oo BRA,CKETS -'`-- n '. _--- __ PLYWOOD � �, ;a ,. n. "� �� _ ` � --- � � _ - Ix OAK TRIM �� .REFER TO �' -_ _- � � r._ '� FOR �� � DECOR IT I/zn 8,_611 — -� � --`• TRIM� • � __ _ �� ------ - _ _ _------ ,,,-------- �5n ���` � �� �/ d<�'� � .r'"a •ors v 3 � `' ,r, < � 74'X�q' OAK TRIM / � � / ��' �� ,R , � ., � ,v . � � � , �,� � �� � ix6 OAK TRIM .. � , ,< '� ��'� �`°��� SECTION ON EITHER � �� � � � F, � t ';... .����E'�� ��' ,� ... +A�'Y�, ., �. •-:+ r ,�-.<..�, Syr. v a.�>•y .. 7 ,� �`' _" fry �„ '� ��. SIQE OF MENU BQARD t �� � � . SECTION � BULKHEAD �;. � , ss � � �yf � �y9'C � k' Y �`�N '. I � d+fi y. 3/J{ - I '..t ;� 3 .y i ..F ' ` 4•. f x ':. � _ �� __. � o � n �Y� I �° p C �-: � 1 1 s FPS '°Y$ ; � - s< - �.... Y i. h ' �� >Vk��F' ;r., s, f a y � -�� a �., , w Y � 't ;"" � ern", t+ C ; < � � -y��. I s � S � 4 � -f r { ' t t ki 1 ti W '� �' Y TF r kty,F �' }k+� t bS n d I R ;i i a+ 4 � 'i.. ': {• AlY -. 'X+'S'L _. ° � A w � S C� :;S �s:�Y� ,1F .�. f - �: .� fi.,i G .$ � y.:µ t. f 7p,nfW i � :} 1r.-Yt� a ,� i r� ,. ... .. � w e R ' � �S "� 9" "� �o ,�,� , �:�,c� t~ Z � N�' V h �. rw` ; N y@' �� a, a 4'; G a x p fi 4�pg'' .� r f R � w. Q W a � 9 � Q C\ W J U 6' 6" _--__ _ _ 10' — � it - � L �A�-iN I E _.____ I I'- 0" 6'x10' SKYLIGHT i � ' ,� � , _ � Y � ROUGH FRAME I r"� °��'� k' � � DIMENSIONS INSIDE I � � m r -I; ,f _j s g 1 }. - I� x .� i � � _ yk _ �� , �- 1 � N u � .- 3 'r: �"�' ��s �{ x, x r i 4�r '€ fir.. } � } � ?�iE Y I . � �fi+�2. "f >•' Yam" _ I ^t. d j$� ��} � i y � -ACRYLIC LENS & I � yl»'x'#TM Vt�J ���'.�' 1 ' l.: BRASS GRID. SEE �° ' " � � .: I� I_� SHEET E2 FOR I _< , ,� .; SPECIFICATION � x & LOCATION. =� � ; � ��` A VYf - s - � '� - �..,.� � �. ,Y - [�N ., �I.+ 'ri,-� � - r:~t §;. �,i r ., 3' d � r " { :. &J� x'� �� 1:� :; � ��� .::if x - s �?� v,s � 7 s` � 'e.e;kq, ;�'M� L �a� y, _- � - +,V ;... �: � � � .a ' A: .a� ;'�. t{ r 'L 4 . - �' x .Eki� d I 4. � yi:, t r '.s 1 x �. �' � y E �:�� 3 'e_t cu �ii'� i � 3:"'��' at '" A d* w t i ,t"° .y.:. r 2� e .. Y �': Y M 4 _ a � .'�y� � �'I ,fi t 1. - + { { � d� S r� -s„ a �� r yy *k � ,.. � 4�. -,, y �"�: �y,1 s �x ° i F >; z.,: J -}€ y � y .Y � �.. I l i y k .pf�� Y�� {, � '� 2-'SR � ^' qa-' � a� A.r �y �} k 'hs•* 1<-T"1��AF� , 2 I ram, .� - � .9 �° r a 1�. s �� , u , I ,t 'l . YS, 1 �.:� .'IrR4 'e - R F :*M k I �' .F' - .. N Z ��"k A -�1 �. .s yy �I ` #><� .r �. �", � t i �. i , �Y y�.�" }'. t .. � �? �a - w ,� . a �..�- a., j ,y �; 2x4 BLOCKING ON TOP OF 5�� ��,< >< BOTTOM CHDRQ OF TRUSSES-----�_ E4 I j � }ti�<������ �' �� p {� � �� 1 s� ,•' ,,.e � . t � ��r r .t Fs� MIN. DF (8) t] T Y. �--..`. o o / ,� � �� � �,� >~{ f SIMPSON TS 9. � , , � � / >r r r ; '�»g f ,� . NAIL TD BOTTOM I � � � � �'� �' � � ` CHORD OF TRUSS +i--- fl � � ;' ,< � � ,�: V r�u �� '' ` & VERTICAL & �.. .� t � �; � �.�'. al, � �>' �� � � < ;-` �' � �� r"�� HORIZONTAL BLOCKING __-__- ��`'� �,,�,��� ��� ��� r ,� WfTH 16d NAILS --- FLUORESCENT LIGHT STRIP. �I ��� �� ,��;��,� Tt � .4 /2--- " REFER TO SHEET EZ AND E4 �"�:���'�� �� s ��`��`�� w"' �. `� %2 - FOR LOCATION & QUANTITY. � �'¢� ' � � � �' '� _ �� ;•� J _ - --- 2x4 FRAMING, SECURE �, �,. �'4�� °�� g �,�"� � �>; F" SUSPENDED TO TRUSSES ABOVE � �,�'�,� �� � � 3 "" k,k CEILING -' - � � ti: '� ,»� «;!, , ,� � �• ,��' .�� � � ` , �'��� , ,L _ DECOR TRIM PAINTER ��,:� ��'� � �' � $r; ;�°� t �;; r',� ,, � £-+ �rw �i�• n.Y,, _ '"�� ����i"�s:. � a. �..y.,,�,r�'� s .2 'i '�+.�"'�'_ iy�sa � �� :c I t r-'� t��l . , :ors, � ;�I• , . f,:.,, ,>'��, , � m Q I.�--- CDLDR' . � ,�.. . _ �-} 3�1 '`, � �� _P �.� � x • . _ �. � �� � I- = UPTOWN BLUE & TEAL=^ `,� °� `� '�"� �_ �. �. , /2 GYP. BOARD-- -- - _ , • IJ� _ SHERWIN WILLIAMS 'PURE WHITE" SW1004 `���x�� � � f u �"� PAINTED TO MATCH - - � � �• � � .� �, n t ,,,� �, SKYLIGHT QECOR TRIM 41 " ' TEMPO- ,� `� �y�� q.«� , /L }S L� 4' �y Q 'y2... �, � - � g �� .. �,, .' .r �„ ---/Z SHERWIN WILLIAMS 'DORIC WHITE' SWI I51 � *�?���� >E �, ,: ��•� ")E _ _ ',�� � �.:. ,,{� ,�'� �? � 6"_ CLEAR INSIDE ° � �:� =e.�j�- � ., W. u�a. l�..�Y ".,�',. ;>k�:, ,� „k^��� -� ,'"d�A + � I >n�y,� w. : "�:�: 3 „Y,:=3 n• '�' � '' � +-x�'` v �.•' �` � <w..R ,v + t � .�:. �, _' � v ' �- ..�: , , t ,��Foc a TRIM ���.--:� � �', �, i.�, >R.. � � ��, ::. � , ., , -. _. � �. '.'. V. � ... 5: r33r ... iy:.... v i.. .. ��� y.'.' ...: .i..: .. t7 .. v `�t'[' ...4. :? . �. I. 'A. ..� .. s. T _. ..R 1 r, .v `��-'-: , an-,i ."'" , '�n,'E...,�. ... : :r=�' '?s� F ;o . v.: �a.:� s;%`�f �;l:..s '�A=,4�. zeta+.. -a acY C F ..,,¢¢ .a : ., ..c � .:+^� +,x YEw?c: *��' �: .:•z<: 'Stn u?p �£.un: �� '�I. . S :+C�j -�J7:F:�"(. �i�= � :.., ....;, a '.: .p:, ..:.�1. .... r_ir,, t.. z....Z ..>,.. ��' 't$ �.5' i" ., Xy:�'.::' �:' i,.:-t!', d -' ..x... 5. < �. u., � ,.�':v� �. ;r r ._ 'Fy a:;,.3' •,<� . $ .. ,q:,�, t >�..,ra.r �;.."�'>, ,` o�''%w -'� .t-.:�':�e." � °'' �.'.r.� k, �r �. t',5 ���'r' :n:: z � };;� �,'�'h "� ,. K . k �: �, �. DINING ROOM ' SKYLIGHTS SECTION �������� �y��� � �,��"} `� ; i `�.: - J 1 L \ ��:'.r.,v ".`.krf.:��1�r�. A7r �`.� '�ia�. r�i+�r�"� _ : �i: k`1 .t�.'sj4� ? � _:'�..:'Yr.+^2 w ['=.. ' .. '�tiF��. !- ��- I�/Z" I'-Qn i• � ��4 � - '� ` ,�� e i" ..._ �,,. ,... I , . :. . . ., r� _.:..,._. ....,... ... ` is J• 5+ i:h r � .� .' ��*,°} � :;1 Ft r kl„?� � �i � - 'I �'-.. „ « .I ar k��. ....'+s. y. i "� " �Y4 W . � �� �. i*' a x I 7 � "�: � . .a;� `�x ,I 2 'x E ° �' 7. di h 4 'r � l �x / /S ut �, .. .. .n i v ..�� Y .. ... x .... ,. .. ... : , ,c ,� ..: .. .. .. v� .... . , d e .<. < ... .. .....� , . : T F sf ., f C 0 0 ��N: w, :. a r.. .. -3`. .. n �. .. ..�1 .. r. n. x W: E :.. _ .... . -a .....l u.. :. ,,:-y ... .:: .. ... .. a .n. .w... � :.1.:r . 4 .�.. �. :�; Ir�� : � � . LIQ AND STRAW �� �����" ` � ,.� "�� HOLDER .s�11 gg N }, ��, P . �� , �x J ��! L���' tuy,, m I �,Ainp.(:"''� k ;kt''i'�` `t'r:'�..} ��a.�. �f �'] {!•�� 'fir "� a �,,. � - (`I-O" S'-LI /G't L'-`:" SODA SYSTEM C7 � - - '�-� CUT OUT --'--..- �-=_--� _ _ -- I e + f / ` _ _ I �'/4" DIA. HOLE � t,a � y `o, `_ , I IN COUNTERTOP" � �'� � �; s , `�' I � � CO-ORDINATE � I LOCATION AND � 95 � � � --I .'-------- - CUT IN FIELD. --- e ,�,ti to,� � o � ti a � � 9�' �`\ � r- �-dRIVE--THRU -- - _-_-------- - FIELD QRILL HOLE �, %r ,�,`��-� � `r � WINDOW - � I I" D(A. FOR `� "' j ,,�� ' I I NTERCOM BASE- a •�L � _..-- - --CASH DRAWER--- I 6F 0" . � �..- o DN FIXED u -- --_-.___�___ __ ___. ,, SHELF BELOW � � UNDERCOUNTER I'-�;, �,_�, HANI] SfNK- - ----J OFFICE �, �,I f 1 1 � — � — --__ ._.._ — U /,-------- / � /I / � / /, �C"�'� // / / /"�'LLy'------ LINE OF BULKHEAD ABOVE -•--- � �' / / / / / ,. t. a / �z - - 7 �� / / �`� MENUBDARD ,�o � -� 4q , 1 1, V � �'\ ,( .\ / / �i � , / / /r � �` ,,;�/ /� / / / e. � / �/Gi , � / "' / / / ��� / / �� / ,, / / / �`,. / / j� � `�,. �. / j / / / DISPLAY UNIT r;�i3� --',_ / // , . / / / REFRIGERATED \ � � /rj//\��1°,� r,,:;:. / � /CUT IN FiE:LD. __. ._._ .----___.... �. -rt ,/// � / , ` / / ✓ LOCATION AND � / / ' o / / CO-ORDINATE � / / �' c;� / / IN COUNTERTOPe�1°�'�, / �` r / / 2'/Je' DIA. NOLE.y : � �, � /, j / / ` \ // � / / CASH DRAWER BELOW -~•-._ �� / / HOLDER -- - �` f .� /// FOR LID & STRAW h!��� �. // a � , 21/a'x77%s' CUT-OUT ��,���%� _ �, "� / �' :� �>> t�, A ' \ \ r. / rj . \ \ r �' // \ \ % �� , ; \ \ i // / � ��/ q3/e" DIA. HOLE_.. \� 1--_____ ��\ � �' /// \\`e�,,i 5�/a' DIA. HOLE._.._- -� -----� ,- // / �; (FIELD CUT)--- - - -_ / / / ICE BIN CUT-OUT / / / / / /� �� l�� -- �' COUNTER PLAN 3/g"_I._p�l WALL LINE - 4' HIGH BACKSPLASH FRONT PANEI HAVE CDNT.I 2 MAGNETIC & f PULL EP 4' CHROME -- /2n SECTION � DRIVE-THRU -_.---'----T - L AA�I NA T E D COUNTERTOP AI rr.:•a ... .., :.eT-..,C2&'"f.5�i.:. ^.xvS{4��i3`_ n�'3�'.^«'�4-. .T:.' ... .._.,:<. .: . ..- .... �: _,_ _ ... ._ .... . .... _ ... - - ... -_... . .. -..... .. ..- .... s _, s h 9R L P l f• �. 4 8 "'� i? A^ a, �. 5� � � 6 t 7 tE - r � n aa� -:ti• I li r� � R+ f �� z k 4 %- w F 1 'K r ! � ' �: r �' i s: � .� F � i � ° . r k Y ,� Y I l y � /! F ,w' �uFn�w _ .: J Y I M .:R 14 ° .Sk. :r o-+, v ' �' _. .;; � , :. .. k + jam- i I Y: '�N.- �Y � x POST^ MIX 01 ,. �, �: - ., ,. _ <� ,, . G -, , ,: �'' rl _ ,��� .E, I� ��_ I ��,<�',��� ' -ICE BiN I I INTERCOM ON 8 12 BRACKET��._ ._- I'-3' X 10' LOUVER -,-_. CARBONATOR CASH REGISTER 06 q' HUB DRAIN CASH DRAWER ON II FIXED SHELF t}7 --- - -. _ -UNDERCOUNTER OPTIONAL �� -�� '-- -- ;� I HAND SINK IN � , , _'' _____ c_ ..._ FIXED SHELF FIELD CUT OPENING ` - �' � Ifl CASH DRAWER IN SIDE OF COL -LATER _ ____ ____ � � ON FIXED SHELF TO COORDINATE WITH �, _ ELECTRICAL BOXES. -- -- �3/ /4 I'--g� z' 5'/2" 3" )J. SHELF � 4 � �� '� . - '`� � q' P Y.C. DRIVE-THRU COUNTER ELEV. DRIVE-TF�RU COUNTER ELEV. 10 LID & STRAW __-------------------'- - -- II HOLDER r---- �-- -- ICE BIN H F FIXE S EL D - � I REFRIGERATED F -� ------------____ TYP. 113 QISPLAY UNIT i 3° HIGH SIDE SPLASH _ ' ' ---� EA. END _ _ '- I - - - - - -- - - --- - - - - - -- I _-r -- - I -- - - -- -_� ___- j, I I V I I I - ADJ. SHELF "� � - -- I -- �-----_-`�I ---- �� --�` - ADJ. SHELF TYP, -- ��` _v L- -- ��; --_--- - - - � '-- - -J .-_ ___ ---- -TYP. .,- I-,... ; - - - Doan wrl5' x lo" -LOUVER �'-p�/4�3" i�..8,1 2�_q�2" I,_81, � 4'-01/2" i'-8" 2'-ql/z�� I�_g�� I'-III/z" 74 �4 �l 74 /4�f 20`-�° 74 �4 /4 �4 74 FRONT ELEV. (COUNTER -SERVICE- SIDE) �� PRISMATIC LENS ON SUPPORT ANGLES 2x2 BLKG.ON FIXED SHELF � LOCATION OF CASH DRAWER 2x6 TREATED WOOQ BASE BLOCKING � 2'-0" Q.C.) �-� SECTION � FRONT COUNTER VARIES....-__ I'-10'/z' II/z" 7%q° ----12' SLOPE AT ALL WALL — CUP AND LID LINE --� DISPENSER SHELVES 4' HIGH \ ' -, BACKSPLASH--., 12--� � `n o SODA SYSTEM ICE BIN � ,� � N J ------ NOTCH SHELF AS i ' REflUIRED FOR SODA q" PVC CONDUIT FOR RE ISTER i rj DRAIN & CAR130N- & SODA SYSTEM TUBES � , ATOR W/ LONG SWEEP ELLS- � � --- QUARRY TILE FLOOR i � AND BASE (TYP.) t ,J+ CUT TO FIT UNDER CABINET 2x6 TREATED � --- WOOD BASE -�,-. ___-_. _-_-____.� -.- � � 31/z,l FRONT PANEL TO HAVE CONTINUOUS HINGE.2 MAGNETIC CATCHES & I PllLL EPCDMC 402, q" CHROME -� --- SECTION � DRIVE-THRU SODA SYSTEM n 3, °-I' -On I /4 �I �FRVICF C �1NTFR PI AN R� nFTAII �� 7 9 - 10 CASH REGISTER-- 6 CASH REGISTER - CASH QRAWER� - 10 ON FIXED SHELF SIDE OF CA61NET E OUTLINE C �4' PLYWD CABINET t 2-2x6' WOOD BAD SECTION � SAFE 4 LAMINATED INFILL � END OF CUP DISPENSER SHELF - 12 °SLOPE AT ALL -`� CUP AND LID f)�CA�AKCR SHELVES -- - 3'-q�a" i 7 3%411 I 2 I � - IO%z" I/2 ° 51/z" jn �"_•. - t I I ` ICE BIN , � ti � ` � �" ', i � � 1ti `4 PRISMATIC LENS 6 �� � ON SUPPORT -; A� � � ANGLES 1 � 1 � _ �_} .v aI� 1 �� - 1` - � FRONT PANEL TO II" 2'-0'/4" _ �_ HAVE CONT. HINGE - v & 2 MAGNETIC CATCHES - SECTION � ICE BIN RETURN COUNTER FRONT FINISH TO SIDES AND BASE AND ABUT SALAD CASE. SEE AI FOR FINISHES SECTION � SALAD CASE i 4 - (� LAMINATE COUNTER TOP------------ -- iH A L L LINE ----- --- L �J - 4' HIGH BACKSPLASH -- - - -- --� 15"xl5'x6' DEEP VERI YF o HAND SINK -----..,. _ = =- _= � = = = --_ -- h:6 TREATED WOOQ BASE (BEHIND UNDER - COUNTER REFRIGERATOR) ��_ I �- o ---------__. I M I ------------- I �. C� O W v CY_ W_ CL Ci' '� ` f /� ' . � j� N 0 W N � �z � �- w >J � w Q � f-` Y � v rJ = a flC ►- r a � w In O Y W t� �- `Q V J � � J � o � d � >- o W p� J � N (� +y STANDARD _ DRAWN BY R.A,U. CHECKED BY H,iv,G, DATE MARCH 3, 1989 REVISIONS DESCRIPTION /� 03/15/90 [ ' l GENERAL REVISION VARIATION DRAWN E3Y R,�,rB, CkECKED 8Y H.C.C. DATE $-�O-I�91 2EV1510NS DESCRIPTIQN REVERSE SECTION � HAND SINK 10 II � I.I GENERAL NOTES I. ALL SERVICE & DRIVE-THRU CABINETS TO BE CONS�TRUCTEp OF 3/q' PLYWOOD WITH WATER PROOF GLUE. REFER TO SPECIFICATIONS FOR GRADE ETC, 2. COUNTERTOPS, EDGES t)F SHELVES & VERTICAL PARTITIONS & QOOR FRONTS TO BE COVERED WITH PLASTIC LAMINATE. 3. INTERIOR SURFACES OF COUNTER. SHELVES & PARTITIONS TO BE COVERED WITH q. "BEIGE" CABINET LINER PLASTIC LAMINATE, � SYM80L INDICATES EQUIPMENT ITEM NUMBER. SEE SHEET E02 FOR EQUIPMENT SCHEDULE. sHEFT nn.E ERVICE COUNTER LAN & DETAILS 5. CONTRACTOR TO COORDINATE ALL CUTOUT SIZES & LOCATIONS WITH ACTUAL EQUIPMENT & MAKE CUTOUTS IN FIELD. Ma�k'iY XII,X12,X15,X21 X22,X2� 6. SEE SHEET E3 FOR ELECTRICAL WIRING, REGISTER CABLE5, CABINET RECEPTACLES, TEMPQ & UPTQWN 7. JUNCTION BDXS, ETC, COORDINATE ALL ELECTRICAL WIRING WITH EQUIPMENT. CONTRACTOR TO ANCHOR TREATED WOOD BASE TO FLOOR. cENERATIaN 3$Q2'I — VARIATION 8. CABINETRY AT DRIVE-THRU SHALL BE SECURED TO WOOQ BASE WITH COUNTERSUNK. STANQAftD NON-FERROUS SCREWS. _ DRAWING Nu�IeER 9. G.C. TO PROVIDE ANCHt)R BOLTS OR EDUIVALENT FASTENERS TO SECURE CABINETRY/ WALLS TO CONCRETE Ftt)OR SLAB. A1501R1.3B2 HEFT NLIMP,ER - !4 M• ^ ro : 4 � 1 i f 6 , r'. r s'~ d a n '� .� � .' S. .� Y: �. �<:J ,+s.: , .. .� .. .. .. is .. �. �� h...7 +� 9 A ' . -.... .. - � n.- �—y �.. luu. ., ., a� _� a._. -.. � < ,¢I'. .. >:;.-i . 5 : r f �....- _... . ,_,.. fin. . ,. .. .. 'n _. -y. ._ d. ,. :.. i .. .. 'V.... _ ,. .. L .. .. J _ I .. - w ,. :9 .. �..r... - ... . ,. a . "..I..-F, a ... :.. R ...... l'... .. _.. �� ... .:. ...... ,. ,.. .. :,...... . . ...,.. s ,. ... � .n ....x, ,.� ,: .. . � .. 1. �t �..1 .: .. R. a ,. �.,.. e. , .. ... ..:' .. r � .. .Y ... wr..l4. .. ... .`�.. ... :. .. v. ... .., o.w .« .. ... sf �I .I :' � :.:. , .. 1 � I`. I. ..- .P., aTE.... ..I. F'" -'i � . 1608 SMOKE ALARM N 9 20 ELE RICAL F0 F, 17 PANEL PANELS -SHELF GLASS WINDOW T ONE WAY REFLECTIVE CT Ll 712 ... ..... . . 712 712 SHELF FIA --FUTURE C713 (7�1 Y3 < ITEMS UTURE ITEM� (D IR LIJ Z T 04 �0, Ln LLJ iBOLT FILE CAB�NETS TO 2 BY G.C. I_�U T-TTTT--r7- -T-T-- =1 2 -l'- 0 TI ITEI Ld 3 ELEVATION ELEVATION ELEVATION FIB 1/4 0 0 FIA IFFICE ELEVATIONS IF.R.P. BOARD RADIUS CORNERS & SHELF ELEC. FIB CAULKED TH PANELS LDER (ro'77) FIA Ln 1/2'CROSSBREAK JOIN IN TIL 57* SEE SHEET A SHELF MOUNT P BACK OF SANDWICH �Ij 0 cn ANEL 70 G" A.F.F. W1 COUNTER STAINLESS SCREWS F STAINLESS PANEL FOR T I I SANDWICH ASSEMBLY TABLE FI PANEL DETAIL ELEVATION ELEVATION Ln 4 5 Ld E 0 IIII < F. R, F. _AINL S1 ES IBOARD < L D LIJ �iA 07 V) 0 �z Ld 0 8 08 07 i07 Q26 08 06 < .. ......... Lij II FIA ISIUDDED TILE KEY TO TILE L 0 TYPE & LOCATION FIB V) NON-STUDD 0 0 > I< E D I �LE 0 -ff �=T=-OrF -T- T_ T D co KITCHEN TILE DIAGRAM -V Xl��_ D7 F.R.P. BOAR FI I, o CD ELEVATION ELEVATION 1/4. I'- 0 CO 2TANK W/ 2'x4" 'J' BOX ROuGH-IN SAFETY CHAIN TO -.-SEE SHEET �8. IFIRE SUPP. I819 12 R. A. B. 04 I N 104 j COOLER H. C. G. i10 V WALK- /3 13 302 Z-F.R.P. OARD 4 0 WALK-IN 3,1989 DAT� MARCH 06 HANDSINK 09 131 REVISION7DE 05 03/15/90 ------------------------------------------------------- --------------- 527 GENERAL REVISION 04/10/90 ___�UHANGE EXHAUST HOOD TO 24' E FUTURE �-7--i FT O a _�7 T-FT-TT 1� T__T F T-FT 7 1 GENERAL REVISION 13 L - - - - ------------- ------ ------- ---------- (112 - D2 18 (2::O D8 1-2-8-) 2 9 1602 0 0, 3' 6`x4'-8" 18 CA. STAINLESS STEEL WALL- 600 U HIND BISCUIT OVEN A (IP3) s AND ON SIDE WALL. 38 SET' EDGES IN CLEAR SILICON ADHESIVE 215 CAULK. FASTEN WITH FLUSH STAINLESS 0 0 CEO DO 1, T E 21 EL FASTENERS. 29 -------F.R.P. BOARD Q op VARIATION �4O 7 101 (K2 O co, 22 R. A. B. 3 rc� 0 38 H.C.G. (KI 0) I G. Q D8 LD 07 103 DATE 8-30-1991 00 REVISt DESCRIPTION OCEO:2) FIRE SUPPRESSION /10DO ([3 46 P L) 34 0 0 �612 SYSTEM TANKS _k, D6 BOA D 30 91 7 �lp FL '07 < --- '106A 13D LL_ MOP I"4zLu_ .... . ... "CO 2D _T_T__1_T . .. .. —Cry I D7 ---------- F I F I 04 06 07 .4 iELEVATION ELEVATION I'- 0 f/4 7� I'- 0 -(co Do 35 6) 40 32 1A i SEE 22 S� EET TITLE 38 FOR STAINLESS I IN ELEVATIONS 4J (AD4 Q 5 62 33 PANEL DETAIL-- VID & PLAN MATRIX -p� CL2> Y14G, Y24G IID PERATION \A5ff 8 0 2.1 CO2 T IKS' rz NOTE T2 STANDARD FOR NUMBER OF CASH REGISTERS -0 RES DRAWING NUMBER REQUIRED REFER I C2 3 :�Yl C12 I_ PROFILE AND SiZING GUIDELINES. E0104RI.382 NUMBER ;HFE I Ll 12 18 (O V) EQUIPMENT PLAN KITCHEN ELEVATIONS CD 1D 4 Iam"& "laximeEt . �iar .;�,i K •�f ,( ,,tip �5' r d + "� b t i f•' h T .. e , -. ,. fe _ _.: :,r '. .- ' _. ,� '.'4 .�.:: '_ .:�r.:. .,"i. . ! -ti.: 4Y �. J•'n d '.:,':-S.a:.: ' , k :,� 1 ' `^- .A, -rN. _ -. -_. .,n --._ . , r qq7 .i., .. .F:.... .. u... x, .r !_ .. �f.>;.. .�ii a,.. "r.N. #_. ,.ui. J y� '�; 'k `�:-.Y'd �r A+n.�• -i9. .s 1'Y��x.`5�',.q�`ria ..'.",,. J�. x".�c ,.. .w:.� _. .dR ..e.1=:3ac,.r _. .',� ,,,:i�}j. 5,�. l>-.�xt".- ..-,..,. -.:_ ..1 !•'t.. ,..Y ,�...1:. ,Y i �V• p'..-.'. f ,. _ ..: v._ ... _ . � EQUIPMENT SCHEDULE ' • � . . ,.. * W .- ,.: n.,� ., `�.� ��;�! ,: �.:,��,,� ,t.� � .�! . ,� .�.�. �. ����-= - EQUIPMENT SCHEDULE ODE QTY. DESCRIPTION MFG. AND M01,)FI, -. ELECTRIC AS WATER SEWER DIMENSIONS REMARKS FRN. INST. COD OTY. DESCRIPTION MFG. AND MODEL NO. ELECTRIC AS WATER SEWER DIMENSIONS REMARKS FRN. INST. I Q 8 THRU-PUT (PACK TA LE - SERVING COUNTER _3srL-THRUS PREPARATION ►00 .- 400 - __ _- _ - -- -- - _ _ Ifl1 3 SODA SYSTEM UNITED BEVERAGE TGI-6 1122 _ 120V/9.SA/t.IKW __ %2' - -- Y4" INDIR. 15-W 22-D I6'/7'H - - KFC GC/V 401 1 BISCUIT TABLE FALCON FABR►CATORS 266-107 - 65_'W 3P/2'D 60'H KFC GC 102 2 ICE BIN _ _ - _ - -_ __ -- - KFC G_C/V 402 _ 1 MIXER TABLE FALCON FASIRCATO_RS *66-174 -- - - 20'W 24'D 22'H __ KFC GC 103.-. - - - 403 I FOOD CUTTER --- BRICKER PRODUCTS *B-12-45 115V/10/IHP _ 21`W 30'D 25'H - KFC GC 104 9 CUP DISPENSER - _ HETCD �- �- _ LG 6'/4' DIA X-LG 7'DIA 23%'D 6'/4- DIA 13-D -V 14'W 26%2'D 14'H (6)LG. (3)X-LG. WALL MOUNT ODNDJOLI AL-T�-TUWLE_ #IG-2310. SEE SHEET EI FOR KFC KFC KFC GC GC -- GC/V 404 405 406 1 1 I MIXER MIXER TIMER MAR►NATOR BLAKESLEE *B-20T FAST MT. 200 -- - DUALITY QMM-4 I15V/60A/10/'/2HP 12OV/1.2KW/ 1/3 -- 115V/4.6A110 - i5 'W I$ "D 30'/2'H�4 51/4'W 10'/4'H ~- - 37'/2`W 26'D 36'H W/ P KNIFE, 2 BOWLS & iNH1P MOUNT 36' A.F.F. -- KFC KFC GC GC 4 � tY o 105 1 0-fE Ye e. COFFEE CUP DISPENSER tD.T._ _ -� CASH REGISTER (SLAVE) HETCO ATV DOCUMENTOR 3322 __ - 120V/10 --_ 106 - KFC GC 106A I CASH REGISTER (MAS'TER) ATV DOCUMENTOR 3232 120V/IQ1 _- -�- _ 14"W 26' 'D 14'H /2 KFC GC/V 407A I DOUBLE BREADER W/ SIFTER * AYR-KING BBS - IISV/10/ 1/6 HP 45 W 61 D 3b H --- KFC GC -- __ -` _ LOCATION. W 107 AT CASH DRAWER ATY DOCUMENTOR CP420K _ _ __ _ _ _ _ L� ATTACHED TO 0410 KFC GC_ 10$ -- -- -� 19'W 15'D 4"H - KFC GC/V 408 I ADD -A -SHELF_ BRICKER BAAS-14SS _ _ 14'W 30'D 109 A -- - - - 410 t WORK TABLE W/ BACKSPLASH FALGflN FABRICATORS *66-206 _ 60`�I 30'D 34'H KFC GC v -_ 412 1 WORK TABLE W/O BACKSPLASH FALCON FABRICATORS *66'-202 48'W 30'D 34'H - _ _ KFC GC � III -_.__ - _ _ - - - __- _ _-- -__ -� _� - - C 112 _ _ - _ _ __ _ WASHING AND CLEANING 113A I- REFRIGERATED DISPLAY UNIT - KOLPAK SPECIAL *SCS-315 120V/6.SA/ 1/3 HP ___ _ 4$'W 318 'D 38'H- - /8 -__ ___ _ 2• I __ --- Y I T P KFC _ GC 50Q i HANDSINK WASSERSTROM %2'H & C I'/4' DIRECT 17'/2-W 14y2'D 12-H KFC GC I14 2 HEATED DRAWER -- TOASTMASTER 3B84A - 120Y/8.5A - -- - 291yn `W 20i/2'Q_22Y4'H - KFC GC _ _ a 5 11 li 3 COMPARTMENT SINK - AVc� FAs► OKIEC 'ss-32o nR - H & C 2` DIRECT 108'W 35"D 41'/2'H - WITH PRERINSE y - KFC GC �ANSERTsor', �KFc 115 I CONDIMENT HOLDER (D.T.) __ TRENDCO _ 12%z'W 13'/$"D t2%2"H - IN SMALLWARES KIT KFC GC _ ______- - - 502 3 TRASH CONTAINER CONTINENTAL MFG. TRENDCO 20'DIA 31'H 32 GAL. CAPACITY, IN SMALLWARES KFC GC 117 _ - ____ __ _ - 73/4'W 5%'D 47S'H 120'/2'W 29%'H - -SEE _ -_ _ STORAGE 600 4 WA_LL SHELF 18 X 48 FALCON HODGES (PLATED) 48'W 18'D MOUNT BOTT, OF SHELF a 6'-0'AFF K_FC GC 601 I _ SHELVING UNIT t$ X 60 X 84 FALCON HODGES (PLATED) - 60'W 18'D 84'H - _ _ KFC GC IIS 119 t 3 COFFEE SERVER LID HOLDERS W/STRAW - TRENDCO -- - TRENDCO - _ - -� 120V/2.5A/.23KW _ --- ___ IN SMALLWARES KIT -~ NOTE-9. lm- v--- KFC KFC GC _ GC 120 I MENU BOARD - AMERICAN SIGN 121 I - _ ` 60' PACK TABLE _ FALCON FABRICATORS *60 BU-HD-1 �- _ 60•W 52/2•D 36y2»H -- - _ KFC GC T 602 6 CHICKEN DOLLY LOU._MILL SUPPLY *KFCPE84065 14' 4'W 221 4'D 8'H _ _ KFC GC - - 122 2 _ ACCESSORY EAR MUFF - FALCON FABRICATORS #66-334 I$'W 13'/2'D 8'/2'H �_ 604 1 MARINATED CHICKEN DOLLY W/ LUGS llN_ARCO "EAK 154 181/g'W 26'/2'D 44'H LUGS f3Y UNpRCO OR HUGER -4 RE4UIRED KFC GC - - 123 2 40' ADD -ON UNIT ___ - FALCON FABRICATORS *40HHH _- 120V/28A ____ 40"W 52%2'D 36%2'H _ JIB 18' A.F.F. - - KFC GC 605 1 SALAD DOLLY S/S FALCON FAB.66-145 _ 22'W 27'D 42'H_ KFC GC 607 1 MODULAR BAG -IN -BOX RACK - - 27' 4'W 14' 4'D 4$'H SUPPLIED >41NSTALLED BY SODA SUPPLIER KFC GC/V - _. -_ _ - - 124 ----- - __ - --- TWO TIER - KFC - GC ��Q 608 2 BUN STOR. DOLLY & TRAYS TRENDCO 0184318 25 4'W 21' 'D 4' 'H IN SMALLWARES KIT KFC GC �� v - -- __ _ -_ 125 I 5' HEATED DISPLAY UNIT HENNY PENNY *HCW-5 208V/4.5KW V NOTE 4 4' INDIR. _ 60'W 29Y4'D 32Y4'H -- 126 I COFFEE BREWER 4 BUNN-O-MATIC VPRN OR EClUAL 120V/15A/10 -- - - -_ _' - 16'W 8'D 20'H ` -� - _ 13/� W 9-Y4 D 10 /8 H LEASE FROM LOCAL SUPPLIER - -- BEIGE COLOR, SWIVEL & TILT CRADLE V KFC V ` -..r 609 1 DUNNAGE RACK/ SHORTENING NEW AGE KFC _ 241 W 24 D 12 H_ _ KFC GC �- w 6t0 3 WALL SHELVING 18 X 36 FALCON HODGES (EPDXY) 36"W fg"D - - GOT, pF SHELF a 6'-0' A.F.F. - KFC GC � o - -- - --- -- - - - 2 - -KFC 127 1 SPEAKER/CRADLE 3M 78-8016-9810-TOSM 128 I SPEAKER VOLUME CONTROL _ _ _ 3M 78-902fl-1007-605M _ _ GC - 612 SHELVING UNIT 12 X 42 X 84 FALCON HODGES (EPDXY) _ 42'W 12'D 84'H ^- GC c�� I15/2KW - 24-Y4'W 31Y4'D 71'/4-H RECESS JB IN BULKHEAD KFC KFC 613 2 SHELVING UNIT 18 X 42 X 84 FALCON HODGES (EPDXY) 42'W IS'D 84'H __ - -� KFC GC�c�� -- - � 129 2 WARMING CABINET ---� HENNY PENNY HC-900 / HETCO 130 2 CONDIMENT HOLDER W/CLIPS_ _- TRENDCO _ 22'W IO'D _ - - GC 614 1 SHELVING UNIT 24 X 72 X 84 FALCON HODGES (EPDXY) 72"W 24'D $4'H KFC GC l - - - ~J _ 6'H IN SMALLWARES KIT KFC GC 616 131 132 I 1 ICE TEA DISPENSER PRODUCT HOLDING TIMER CECILWARE *S-3 TRENDCO _ - 9'W 15'/2'D 17'/2-H - -- - 3 GAL. CAP., IN SMALL WARES KIT KFC _ GC _ _ _ �� _ _ _ cv 6 77 1 WALL SHELF 18 X 36 FALCON HODGES (PLATED) - 36'W 18'D -� - ' o -- MOUNT BOTT. OF SHELF � 6 -0 AFF KFC GC FASTRON MODEL 800 AXFD-KFC 120V/.5A _ _ 8'W 4*D S' 'H /2 ___._____ KFC GC - -'- �`-- -- , g • --T-- Lu cv fit8 1 SHORTENING SHUTTLE WORCHESTER IND.PROD. PE$$024-FP 15V2 W 9/8 D 48/8 H WITH S/S SHROUD KFC GC z 0 --- - - - _ 133 I SANDWICH ASSEMBLY TABLE FALCON FABRICATORS_'rl8 -� 134 I FRIES DISPLAY TABLE *17 FALCON FABRICATORS *I7 �- - 44/8'W 31'D 59'H �nl/ •w en/.m-��•u PANEL. SEE DETAIL 4/ SHEET E01 _____ -- KFC ��.• GC „� __._ _ 621 w , .... -- - - - ____ r 135 1 PATTIE WARMER HATCO *HS2-785 120V/8.OA _ _ 136 -"- I HEAT LAMP FOR FRIES DISPLAY HATCO HS2-837 115V/8A -- 137 - - ---- - - 138 2 SANDWICH EARMUFF W/ CHUTES HATCO #HS2-782 - 12OV/3.3A - 139 1 MAYO DISPENSER PACKAGE- �- TRENDCO V 140 1 TEA CROCK ___ _ LOUISVILLE STONEWARE ___ I41 1 _ MICROWAVE OVEN - - AMANA RFS8-SE - - 120V/17SOW/14.6 14 2 - - ___--. I43 2 30'MOUNTING BRACKET FALCON FABRICATORS *66-269 - 144 - - - _ - -- - -146 2 BACKLIT COUNTER SIGN SILVER & ASSOCIATES 120V/iQ! _ i47 -_ __. 16 _- _- _ _ - ___ _-_�_-------w_. _.__.,. __ _ _ _ _�...___-_ -__ __- ISO I 200 1 CORN COOKER 201 1 CONVECTION OVEN 202 1 - OVEN COMPUTER _____-. 2a3 __ 204 ____-- 205 -� 206 1 2 BURNER RANGE ___., 207 4 OPEN FRYER W/COMPUTER 208 2 DUMP/FILTER TABLE 209 2 DRAIN BAFFLE 210 1 CANOPY EXHAUST HOOD - �--� 212 213 214 �- - -_--- -- 215 - - - - 216 217 218 - - _ � -- 220 221 222 -- 1 -� -- _-_ PORTABLE FILTER 226 2 8HD PRESSURE FRYER �_ -' - - ." '" 12'W 22%2'D 17'H _ KFC �� GC o�-� 626 2 JP'1tl-VINU UNI I C9 X bU A t$q SHELVIN_G_ UNIT 36 X 60 X 84 I-ALGVN HUUUtb itt'VXT) FALCON HODGES (PLATED) _ 20'/i W 18'D 16'/2"N - _ _ -- KFC GC 627 628 1 1 _ DUNNAGE RACK/SYRUP STORAGE SHELVING UNIT 24 X 36 X 84 INTERMETRO (PLATED) HP31C FALCON HODGES (PLATED) 17'W 18`D i2`H - KFC GC ------- ______�._ ____.___.-. ___ - 5-Y4'W III/4'D 43/4'H IN SMALLWARES KIT - KFC GC_ MISCELLANEOUS 17'W 15'D 21'H UNSWEETENED KFC GC _ - 2►S/8•W 17` `D 14�4'H -- KFC GC- 701 I FIRE EXTINGUISHER ABC, ANSUL 32871ABC - _-- -- " 701A I __ FIRE EXTINGUISHER BC ANSUL 32929 BC - 30'W 16'D 13"H �� - - __ KFC _ G_C_ 702 _ - -- ___ �_-.L - 703 1 FILE CABINET (2 DRAINER) HON #WA312CPT - ___-� - 704 1 FILE CABINET (2 DRAWER) HON *WA252PT - _ ___ -____ _r- 18%OW 6'D 9'/4'H MTD. TO FRONT COUNTER _ KFC GC 705 1 STOOLS LOU. MILL SUPPLY *1702 - __ .- _-__.-_,_ _ - 706 1 OFFICE CHAIR - L_OU. MILL_ SUPPLY - _ _ _- . _! - 707 I VIDEO TRAINING UNIT #5815_TRAINING �__ _ _ _ 708 12 LOCKERS (2 SECT. Q 6 HQ _ LOU MILL 5362-2 - -__.__-- - __ 709 1 BULLETIN BOARD TRE_NDCO 038650 _- ___ - _ _ �__._�. _ _ - _ 710 1 _ CALCULATOR - TRENDCO _ _ __T _ �__ __ _- _ _ _ 711 ___- _-_________._ __-.. _-_._ ___-__- _ _ - 712 2 5 TIER HORIZ. TRAYS TRENDCO *96018 - - ____________ _-__- -__ _ ___ _ _ 713 2 4 TIER HORIZ. TRAYS TRENDCO #96017 _-_ __ _ ___ ____ _ _._ -___-_ _ _ - -- - 714 -T _ ____ -- __ _ _ 715 - __ _._ -- _ ...__ __ __ _._ ..__ 724 727 1 EXTERIOR TRASH RECEPTACLE WAUSAU TILE A.J. AIJTUNES MODEL CCC-20KFC 1120V/14.6A/ 1.75KW I 13'W 23'D 13' BLODGETT CTBR-I 208V/30/60HZ - { 30'�4*W 25%e'D 5'/IS'H FASTRON #$2(AJFQ-KFC IISV/.5A 8'/4•W 4y2•D 8•H J.S. -.' '_ 7M 3 % STA#� �t-'_._..,. _ -- -_�. VUL tutRT�=�re+se 4/ --_ --_ ____._ __ 4�-- __ _ ._____ . _._...__ _ 17'W 3$I/4'D 26" _. _------ PiTCO t8WKS & FAST COMPUTER 115V/5A/IS 4' 20 'W 38' D 48H FALCON FABRICATORS "65-877 120V/7.2A EA/10 - -. Z41/4*W 351/2,D 36•H FALCON FABRICATORS #66-219 114-W 8'/4.0 5,Y4'H VA U MANUFACTURERS 24'-0'W 50'D 24'H FALCON FABRICATORS "CLF-I 115V/7.2A HENNY PENNY (GAS) --�^ 1 227 I PORTABLE FILTER HENNY PENNY PF-180 -- 12OV/IOA _ REFRIGERATION "° 6 b �IAt 300 I ONE DOOR FREEZER (SPLIT DOOR) DELFIELD ■6125S I15V/9.5A/6OHZ/I/3HP ,I 302 1 UNDERCOUNTER REFRIGERATOR- DELFIELD 406-CA __ 115V/4A/6OHZ/I/4HP x =: 303 k� 1 304 1 WALK-IN COOLER/FREEZER _ -_ -V� INTERNATIONAL COLD STORAGE 2DBV/3(d/tI/2 & 2HP x� �w 305 1 CIE ICE MACHINE MANITOWOC AC. ICE CURER --�__- ---__. _ __ ___,___ �� MODEL GY-0694N W/REMOTE CONDENSER208V/13.3A/10 �k 1"' _ MODEL AC.0895A. ICE BIN MODEL C-lOOS - v -- - --- - - e 3a5` ALTERNATE ICE MACHINE MANITOhiOC MODEL GY-OSOSiN 208V/13.3A/10 � � ,,. SELF-CONTAINED WATER-COOLED @F ICE CURER W/ ICE BIN C-700S j rn 1 0 In I-- V) CD a 17`W 31'D 43'H 4 _ 24'W 41'D 61'H 20`W 31'D 19'H NOTE 4 -Y4" INDIR NOTE 4 �4' INDIR 25%2'W 321/4-D 79%2 27'W 2VA"D 33'H 21'-8' X 8'-0' _ 42'W 311/2"D 651/2'H 42-W 31'/2-D 65%2"H __ _ KFC_ GC GC TO MAKE ELEC CONNECTION KFC GC -`-_ --- GC TO PROVIDE ELEC CONN 60" AFF _.-__� __ KFC GC BUILDING 800 I ITEMS DRIVE-THRU WINDOW HORTON (CUSTOM) -____. _-__. i-_ _ 801 2 18' NEON LOGO LETTERS __ CUMMINGS/ZIMMERMAN _ $02 I D/T MENUBOARD & SPEAKER POST AMERICAM SIGN 60.000 BTU/HR Deft-I�.ri-�rfiL�RAL KFC GC 803 6 LOGO PANEL - CUMMINGS/ ZIMMERMAN KFC GC 804 1 CUPOLA TOWER _- CUMMINGS/_ZIMMERMAN - R_ ECPT__18'AFF ONE PR LEGS FOR EA V - - KFC GC 805 2 EXTERIOR ENTRY LIGHT RUEFF/ SPECIFIED LIGHTING -- KFC GC 806 1 UP/DOWN LIGHTING _ HUBBELL/NUART y �-�� ' � SEE SHEET P2.i-___- KFC GC _ 807 I V y- YARD LIGHT HUBBELL/NUART 808 1 EXTERIOR SIGNAGE __ _ CUMMINGS/ZIMMERMAN _ -__ _ - -_ 809 1 D.T. SPEAKER SYSTEM 3M D-15 810 1 TRANSOM PANEL PACKAGE PALMER - _ 811 3 TANKLESS WATER_HEATER EEMAX SP4208K - - _ 812 2 COLONEL MUG DECAL __�-- NIEHAUS CORP. *KFC- 813 I KITCHEN TILE PACKAGE ►NTERAMICS - 814 1 HVAC/LIGHT CONTROL PANEL _ TROPIC-KOOL/ LDI _ _ __ 815 1 SMOKE ALARM PANEL - TROPIC-KOOL/ SIMPLEX -- 816 1 WATER HEATER A.O. SMITH BT-80 817 1 TOILET ACCESSORIES RE_UFF 'KFC _ 818 1 SWITCH GEAR PACKAGE__ SOUTHLAND ELECTRIC -- FILTER PLUGS INTO SPLIT VAT KFC GC 819 1 HEAR SIGHT COMM. MODULE TRENDCO �- 110,000 BTUH _ FILTER PLUGS INTO PRESSURE FRYER KFC KFC GC GC - 820 821 I VARIES LECTRONIC SECURt Y SYST M PENDANT LIGHT _ SILENT WATCHMAN _ _ RU_EFF/SPECIFIED LIGHTING 822 VARIE WALL LIGHT RUEFF/SPECIFIED LIGHTING _ - _ 823 1 SKYLIGHT (LENS & GRID ONLY RUEFF/SPECIFIED LIGHTING 824 ILLUMINATED AWNING VARIOUS MANUFACTURERS 120V/10 /62 WA 12OV/3A/10 12OV/12A _ -- 120V/4.23A 120Y/SA -- 12OV/10 --- 120V/10 12OV /10 120V/10 12OV/10 �_ 208V/19.7A 12OV/10 _ 120V/L6 208V/30/600A 120V/10 60'W 24'D 84'H !0'W 36"D 84"H - 24`W 18'D 14'/z'H - 36'W 24'D 84'H 20'W f6'D 28'H 7'/2"DIA 23-H--___- 7%2'DIA 23'H _- 18'W y26%2'D 28'H - 15'W I8"D 29'H __` 18'H _ 153/8'W 133/(�'D II%*H_ 12'W 18'D 72'H 24'W 36'H 15111 8'/2'D 12-H ___ 15'W 8%2'D 9'H y 14 %8` 14 %8' 29 %g'H WITH SHROUD IN SMALLWARES KIT IN SMALLWARES KIT LEGAL SIZE,IN SMALLWARES KIT LEGAL SIZE,IN SMALLWARES KIT 24 GALLON CAPACITY KFC GC uj a y- z v r KFC GC KFC GC KFC GC a = w v) o x w LL t- Q • v KFC_ GC/V KFC GC ttn L _� KFC GC Q o Ln KFC GC v`'�i N _) o KFC GC KFC GC L5 KFC GC KFC GC _KFC GC KFC GC KFC GC GC STANDARD _KFC KFC GC DRAWN BY R,A.B. CHECKED BY H.C.G. -- - DATE MARCH 3, 1989 - REVISIONS DESCRIPTION _ KFC GC � GENERALO REVISION Q 04/10/90 2 CHANGE EXHAUST HOOD TO 24' -- -' 05/11/90 3 GENERAL REVISION 50'W 38'H 19'-O'W 15'/2'D 24-H BAKER P3r1 fin• iD ° 32'W '/8'D 9'H 70%2'W 701/2-D IIIY4`H___ _____.___�_ _.- _.-. _____-- -.._-- -- __ ________ ___-_ _ _ _ ___ _„- CLEAR ANODIZED N/A FOR ILLUMINATED AWNING EXTERIOR SEE SITE PLAN FOR LOCATION_ KFC GC KFC GC _�.- ____-^_-- KFC_ KFC KFC GC GC GC _ _ SEE DOOR SCHEDULE SHT. AID FOR SPECS. _ SEE SHEET E2 FOR SPECIFICATIONS SHEET E2 FM-SPECIrliOATF0 _- N/A F4R_ ILLUMII AIED _AWNING EXTERIIOR SEE SITE PLAN FOR_TYPE & OTY. SEE SITE PLAN FOR TYPE & OTY. KFC GC _ ----_-__- _ _ KFC GC KFC GC - __-Y__ KFC GC/V VARfAT10N -_, _ -_ - -� KFC GC pp DRAWN BY_ R.A.U. -- ' C �___ ` _ _ _-__ _ _ _ 5 4'W 2 8"D 9. 4'H __ _ S_ EE_ SHT. AIO FOR TYPE & QUANTITY KFC_ KFC GC GC CHECKED BY H.C.G. DATE - ------ - ---- --- _ KFC GC 8-30-I�91 REVISIONS DESCRIPT70N - _ - _ KFc GC REVERSE - -� _ __--_ _-__ 15'W4'D 34'W/ 2' FLANGE WARW_4'/4'D 13%2'H - - �- SEE NOTE 5 E.C. TOTINSTALL. SEE NOTE 6. KFC KFC GC - �- - _ 251/2'DIA.61/g•HY-- ^ ___ ____- SEE SPEC.DIV.1600 FORYSIZE_S 2/2'W 2'1/2-H �`_ ` - SEE SHEET P2. SEE SHEET A5. _ MOUNT_TO REAR EXTERIOR WALL GC_ KFC KFC GC GC GC IN SMALLWARES KIT KFC GC _ - - KFC GC/V -_ -___ v SEE SHT. EI FOR TYPE & QUANTITY KFC GC SEE SHT. EI FOR TYPE_& QUANTITY KFC GC _ - - - - _ SEE SHT. EI FOR SPECIFICATIONS KFC GC _ FOR ILLUMINATED AWNING EXTERIOR ONLY KFC GC/V DUTCH DOOR, W/ RACK STAND REVERSE HINGE KFC GC 825 I BACKGROUND MUSIC SYSTEM VARIOUS MANUFACTURERS __ 1 12OV/16 1 1 LEASE OR PURCHASE OPTION WITH CASTERS KFC Gt--- EQUIPMENT REFERENCE EQUIPMENT NOTES -- FOR COLOR SEE SCHEDULE ON A6 -� - KFC GC/V- GC ALL 1. ALL EQUIPMENT NOTED AS 'INSTALLED BY G.C.' SHALL HAVE ALL UTILITIES, CONNECTIONS. LEVELING ADJUSTMENTS, AND FINAL INSTALLATION EXECUTED BY G.C., INCLUDING INITIAL START-UP. COORDINATE INITIAL START-UP WITH KFC CONSTRUCTION SUPERVISOR. KFC _--__- 101 2. PVC CONDUIT FOR SYRUP LINES TO BE SEALED AT EACH END WITH DAP BUTYL -FLEX WHITE SEALANT OR EOUAL AFTER LINES ARE Ili PLACE. KFC GC _ - _ 304 3. KFC TO PROVIDE COMPLETE INSTALLATION OF WALK-IN COOLER. THIS IS TO INCLUDE UNLOADING, SET-UP, ASSEMBLY & LEVELING. - ~- HOOK-UP OF ELECTRICAL IS ALL WORK NECESSARY - NO REFRIG. - NO WIRE UP. NO HYAC WORK IS NECESSARY. COOLER WILL BE WELDED TO SLAB ANCHORS BY THE G.C. _ 125. 305 4. I2' COLD WATER AT FLOOR.'/4' FLARED COPPER TO UNIT. - - _ 814 5. KFC WILL FURNISH A HVAC/LIGHT CONTROL PANEL (INCLUDING THERMOSTATS AND LIGHT SENSOR). GENERAL CONTRACTOR IS TO MOUNT ALL DEVICES AND WIRE , - COMPLETE IN ACCORDANCE WITH DIAGRAMS ON SHEET E4. -- - _ -- 815 V- 6. SMOKE ALARM TO INCLUDE 2 SMOKE DETECTORS AND ANNUNCIATOR PANEL. -- -_ _ -- --- - - - 8I8- _ 7" SWITCH GEAR PACKAGE TO INCLUDE ONE MAIN DISTRIBUTION PANELBOARD, 4 BRANCH PANEL BOARDS, 3 STARTERS FOR FANS, AND HYAC DISCONNECTS. - - __ _ - 106 8. FOR THE NUMBER OF CASH REGISTERS REQUIRED. REFER TO RESTAURANT PROFILE & SIZING GUIDELINES. _ - 120 r_ 9. COLOR OF MENU BOARD PANELS: TEMPO, UPTOWN 'BLUE', UPTOWN 'TEAL', HORIZON I - ROSE; HORIZON 11- GRAY _ - tnINkNT SCHEDULE & NOTES MATRIX 14G, Y24G GENERATION 3802.1 ARIATION STANDARD DRAWING• NUMBER E0204R1.382 HEET NOWPFR t a ` Y. e +ta .. .> �, , tr „ �, ;: �-s�.`a',:. al:..:� _- .,�� t ��, , ., ,ti �i .�, x" a'�r _ t �- _ �a:�y� !„ T .t ., f.x- �, , �I '�,., v ;,�... r GAS METER, REGULATOR, SOLID LINES ARE ABOVE SLAB. VALVES, BRACKETS, ETC. DASHED LINES ARE BELOW SLAB. AS REQUIRED BY LOCAL THIS PLAN ONLY. GAS CO. OI \ RACK ON WALL' I'-0' A.F.F. F.P.H.B. 21/2'— x 2' 2■ - 2' `2' --- 2' 1'/2'� I'/2" I'/4' 1' C' u ____/ ■ DRIVE-THRU 02 S. /� /2 RuN IN 1/2' ® ` \CABINET POT FILLER - Q HYDRANT AND HEATED DISPLAY UNIT. C '/2■ C.W iQ \HEAT OFFICE 10 G CONNECT TO POST MIX, "ALL �� DISPLAY UNIT I' C.W. DOWN. EXTEND AND -- 1/2' CW DOWN-- 2' 1 FIRE SUPPRESSION KITCHEN f SHUT-OFF VALVE 09 2' COOLER 12 C 2' FREEZER 13 WATER & GAS PLUMBING PLAN 1/4,=I,-0, CONNECT TO WALK-IN BOX SUPPLIER'S CONDENSATE DRAIN & EXTEND TO 2' H.D. VIA 2' AIR GAP. COOLER 12 FREEZER 13 3 COMPARTMENT SINK 01 y4' CAS LINE DOWN TO WATER HEATER / -3' VENT, 4'V.T.R. i WATER HEATER 811S - F.P.H.BR. W 4' GREASE TRAP -SEE DETAIL ON SHT. P2 , Fop PRECISE LOCATION AND ORIENTATION OF GREASE , 1 TRAP, REFER-IO SITE PLAN. rn 42 rn I 1 I I I 1 I o -SEE SITE PLAN FOR I- - - - --- -- ------ - - - - -' CONTINUATION Ld co w w SOIL, WASTE & VENT PLUMBING ",PLAN-- 2 I/4n W Crt G �< 2 BELOW SINK \\ C , —1/2' C.W. TO TANKLESS W.H. LI L; 1'/4' C ''— 11/4' GAS LINE UP �4■ TO RT. '2 G r I _G_H '12■ 1 1�/4' C 11/4' CAPPED TEE 11/4' WATER SERVICE RUN '/2' LINE ALONG INSIDE 1/2' CW BELOW FLOOR / FACE OF CABINET IN TUBING WITH NO C JOINTS. ' e 3/ 41/ SERVICE yr/ LAS INEGUP�TQ RT. I G GAS LINE a I I'-0' AF �0 i,/ —Lf 1/2' CW IN CAB. BASE II PASSAGE I) CW DN. TO ICE MACHINE 1 L• ! 1/2' CW TO TANKLESS W.H. �CPH BELOW SINK 1/2' CW TO -- VESTIBULE TANKLESS W.H. 1' U. `-- 01 BELOW SINK WOMEN MEN C. 07 06 H.D. DRIVE-THRU SOLID LINES ARE BELOW SLAB. DASHED LINES ARE ABOVE SLAB. THIS PLAN ONLY. _ S. I E ■'T� i I � 2 V R , F.D. OFFICE 7'-8' v W 4" 4■ q• / . L 4 14' PVC BELOW SLAB FOR CASH / -- _----------- -- 'REGISTER CABLES! /// ' 4' F.D. H.D. 4. F.D. -- -- - 4' 17'-0• 8'-7' // 7'-r� / E3'-7 3`9'• 7'-0" - --- - - - --- w KITCHEN SERV ICE © // I 4`-0' H.D. 4•�/'�`—_---2.<< .4 H.D. \\ H.D. j o LI 4' VENT, 4' V.T.R. / WALL C.O. °' / / C.O. 2„ 24' AFF 11/4-CONOENS --UP DRAIN I / H.D .Tp. 0" UP TO RT 2 P IW D -- - -- / 11/4' CONDENSAT ------ -----D------------+---------D --1-I DRAIN UP TO C . -11/4' CONDENSATE C.O. RT AI 1 � C.O. I 1/4 PASSAGE i DRAIN LINE DOWN I OS 1 ! TO HUB DRAIN j (WITH 2' AIR GAP)DRAIN LINES FOR HVAC- I I'-O'AFF W w 2' _ _ q� I o C.O. C.O. 1 ' 4 SINK MEN 01 - o _- 3 COMPARTMENT 'LIM 06 - ' SHEET P2 M.S. ( -� I 'SYRUP CONDUIT DETAIL'! I----- �o q. F.D.II POST MiX. SEE / 1 C.O. 1 16'-6' VESTIBULE I��; BELOW SLAB FOR 4'-7' - 14' PVC CHASE I of 01 C.O. 2' I C. n WOMEN iv C. I 1 V- -o - `Q� --- �V -- V-- - WALL C.O. WALL C.0 I'-0' AFF = 1'-0' AFF 11/4 SE WATER RISER DIAGRAM NOT TO SCALE GAS LOAD FUTURE OVEN 2 REQ'D AT 115 CFH = 230 CFH RANGE I REQ'D AT 60 CFH = 60 CFH OPEN FRYER RE(YD AT 150 CFH = 600 CFH PRESSURE FRYER WATER HEATER EO'D I REO'D AT AT 110 CFH 75 CFH---r-75 I = 22C CFH CFH RT 01 1 REQ'D AT 203 CFH = 203 CFH RT # O C.0 W 2 I REQ'D AT 270 CFH = 270 CFH TOTAL 1658 CFH % PROVIDE MANUAL RESET MECHANICAL VALVE IN GAS LINE VALVE TO BE 2 I' CONNECTED TO FIRE %) SUPPRESSION SYSTEM 1/2. AND SHALL BE CLOSED P&'T O I GAS METER, UPON ACTIVATION OF �Rf 11/2" REGULATOR, SYSTEM. 2' VALVES, WALL 2' BRACKETS, ETC. 21/2■ _ AS REO'D. BY LOCAL GAS CO. O 2' c� 2` PROVIDE ISOLATING FLANGE ABOVE GRADE 21 BEFORE ENTERING BUILDING ---� --DIRT LEG 1.11G V.- '_> 74' rG G 74' WATER DIRT LEG - HEATER � 16 POST MIX OI , S. 2' VTR F.D. ROOF /"k H.D. H.Q. 4' C.O. 4" 14' I C.O. 4' � �` C.Q. 41 POST MIX 01 2. 1 C.O. H.D. 1 4' H.D. 21 1 11/4 • F.D. CONDENSATE (W/ 2' AIR GAP)1 ICE MACHINE AND A/C ( 4' 11/2'i'� I _el'-11/2' 4" H.D. q C.O. , 2' I 3. 4° V4'V.T.R. L. •F--7-2.111 I'll E� ROOF i U -/4 C.O. LIL 4 F.D. 4► �� C. I � f� 2■ .2■ i 4"V.T.R. 06- -CA. 1 4° VENT, 2' I/4• C. 1 J C.O. COOKLINE GAS PIPING DIAGRAM NOT 10 SCALE C.O. C.O. M 01 POST MIX H.D. 4' 4' t 1 4' J GREASE TRAP 1000 GALLON G G SOIL, WASTE AND VENT RISER DIAGRAM NOT TO SCALE y I ro 1 O LL LLI u Ll_j a O LL N 0 WN ulz'v f- W U > Wa>- U= Q D W w LL r U = J O ? J 0 O > Q LA � r o Lj Q, C% N o � STANDARD DRAWN BY R.A.B. CHECKED B'i H.C.G. DATE MARCH 3, 1989 I NS UESCRIFTION 03/15/90 _GENERAL REVISION 04 /10 /90 2 �� f� U) LUST 05/1 I /90 L3\, GENERAL REVI N �j VARIATION DRAWN BY D.T.M. R.A.B. CHECKED BY H.C.G. DATE 8-30-1991 TE-71ONS DESCRIPTION REVERSE IY HEET TITLE LUMBING PLAN PIPING DIAGRAM ATRIX14G, Y24G GEN RA-TION 3802.1 VARIATICN STANDARD DRAWING NUMBER P0103R1.382 -- _ _--------_-_---_-_-_--__--_----.--_-_-----___� _--- ---_----------------------_------------ _ _ _ . __ _ ___ _ _ _ _ _ _ - _ __ ___. - - ___ _ rR y .. -w, - � ,i :�,,,-a"r ar-'+r y+'•,w--+r. w'vs-- 'asr .., y •.,; ....<'-.:s :.r ,., i::c �-...a -� . . ,:.�..s. w .., �„c — ..e — ..z �w� r .. ,.. .- .- — — — �. _ _ .� — _ — r. —. .�. .- _ .- — -. -. .-. _ —. ... .� .- .. .,. F „ , ;g,�5 +S� , ,�°� ^._, k iw : .. _ e ., d,.... _ ..:.,. a .•t+,z .:.' di- - :SY. - , r T _`., ... .,, r. .. '�.` _L. f V. :,�t--- ,. u d. r :4: ,x5. h.Ik-: <!$,' Hl .f-'-: -a ,y'TM;,iFi"5..:.a, e _ _ rm 1 Flif,.. w i11 ,,. :, 1. .sr s ... .mY.. ° ak :�ae ,..r ,.- .r ,. 3 , •s-:i,. +.v. 1., wmp"si s > „ h a I,{,� .i 11 "I" '>.. ....c.... k1E.,x..., . �::..5,t.b,. _ - .." -..'.. r' wIN+45° s'l,s I� , �, '.I'- : ,n. '.-t._ .^R' '�'�i ..,. _ :�::5, :. 3.. - IIIIIIIIIIIIIIIIIIIIIII s _ - I . , �,r. I'll 1" I, "`,-� "',r'�:�i,�� �1 -�:�2"�,.,�,�`,"l, � -, Y PLUMBING LEGEND 91608 Z' 0, _:" !'!'��, � r ;��_'_ I - =k� � 0 sal ,a r " ,k ; } . ` S DESIGNATION ITEM DESIGNATION ITEM " ;,»=;oy�u, si".�' �, F IT ITH P. CAP. �._ :.;� ,< _ _ l GAP EACH END 0 P.V.C. CONDU W V.C. .; ' ^� ° �» " f."ti.: ': 4 �,•. ,} A. .,.�, r �"; _ � r . , , ,, VEN CA B FIELD DRILL CAP OPENINGS FOR SYRUP LINES. �ti y NOTEe .: �I �;,�F: t k t '� g „� f PLUMBING CONTRACTOR-- -- - - --� CAULK FULLY AROUND SYRUP LINES. ---- -- ______._ yq W WASTE LINE C. WATER CLOSET j l - - MANHOLE AND CLEANOUTS IN GREASE �. r• >` # _ � I • � � U. URINAL ' ° TRAP SHALL BE LOCATED ON SITE TO N�---U.L. LISTED TYPE "B'. 5' DIA" 11 f` �" , � , - - - - V - - - - V VENT LINE ABOVE SLAB wry; du r, D� ea-:�; DOUBLE WALL GAS PENT BY n r CLEAR SIDEWALK :,,s Y MI. . L ATORY ,',_ _ :, :z: "- :, ..,e. � �` PLUMBING CDNTR. INSTALL IN nn_}, TERMINATE MIN. 2'-0' ABOVE ACORDANCE WITH NFPA N0.54 QUARRY TILE FLOOR---- C C•W• COLD WATER LINE ABOVE SLAB L. AV _ 3' VENT k Y �' r TOP OF PARAPET BEYOND-- r' Q x " `y1 ", SOLDER COUNTER -FLASHING �f, - - - - C- - - - C.W. COLD WATER LINE UNDER SLAB M.S. MO S NK GROUT ... k { .M, 4 TO VENT WATER TIGHT p e, p � p .�.'. a . v P 0 I A PARAPET - - -- - CQNGRETE SLAB p d ° p a _ H H.W. HOT WATER LINE ® F.D. FLOOR DRAIN A I- _ % /` - GROUT v • ° a • -ytI, //�\ CJ '11 ` 4' C. I. _ e BUILT-UP ROOF, FLASHING AND / l-- z LJ - 14 GAUGE METAL COUNTER- G G GAS LINE O H.D. HUB DRAIN �'k_ - _ -- - - - - -_ -- - �- / I - - - - - _ - - 4 C. I, ROOF INSUL. BY ROOFING CDNTR ---- - FLASHING BY PLUMBING CDNTR. � �a 1 _� ___ _ _ _ ---- - -- - ^ UP LINE UP (END OF RUN) M.S. MOP SINK fi .. - - -- - ` j..-.0�_-- - O W L1 r � _° -- ��� ALL ,1011NT$ IN P.V.C. PIPE SHALL I - DN. LINE DOWN (END OF RUN) o G.O. CLEANDUT (FLOOR) k '�� Sr' r'' -- - BE ASS4=MBLED WITH HEAVY DUTY "' W Yi ` P.V.C. CIEMENT MEETING ASTM-D2564 --- - LINE UP tIN PIPE RUN) f-- G.O CLEANDUT {WALL) � ... ^---- �, ,`'' ''' 5' TOP REINFORCED W/ %2" DIA. tr) MIN. 12' HIGH PRE -FABRICATED ----- MAINTAIN REQUIRED ' ROD$ ON 6" CENTERS EA. WAY--------� CURB BY PLUMBING CONTRACTOR I CLEARANCE (6' MIN.) __!_ - ---LONG SWEEP ELL LINE DOWN (IN PIPE RUN) R. & C. ROUGH AND CONNECTIQ r— ' NEENAH 1461-A FRAME PLAN TOP OF CURB SHALL BE LEVEL AND I \ `,---.-4' P.V.C. PIPE GATE VALVE V.T.R. VENT THRU ROOF11 ., BUILT TO FIT SLOPE OF ROOF - - -- x�� 'w+ 1_W. TYPE "C" COVER ------------ �-C.I. CAST IRON Cam` " r '° 4' CLEANDUT G---- GAS VALVE C I GRADE T__-__-- _ -- PAVEMENT DETAIL OF WATER HEATER VENT ITDETAIL-- ': % 4 CLEANDUT EXTEND THRU ROOF SYRUP/REGISTER CONDUIT — — py - - - CONDENSATE DRAIN ABOVE SLAB C.P.H,B. CHROME PLATED HOSE BIB �r�ir;111, 2.4.,� / , TO GRADE 2 3 4 PVC UNDERGROUND CONDUIT FOR SYRUP /4 I (? F,P,H,B. FROST PROOF HOSE BIB ^1-11" �'; ` " -BRICK OR PRECAST `�"''� '` AND REGISTER CABLES W.H. WATER HEATER ... 4:1- ; ., VARIES (MIN. 12')- - _ CONC. COLLAR Y x � fiC-fit .. .. j, O�"I'll,' - ---3' VENT h, ,° � :4 / -TURN LEAD DOWN PLUMBING FIXTURE SCHEDULE $ F w1. \- 4" G. 1. INTO VENT 4, G T I DESIGNATION ITEM DESCRIPTION �t 4 x _. - GROUT m 1 I -- 4 LB. S EET LEAD MOP --- - a _F. y, , . 4 H q 4K ° s' 4" C. I. --- z `-" 1 IN W/ ROOFING MATERIAL i w p e r; ;R. _ - --------- 4 C. I. EXTENSION I I C. I -, ., '� - 11 � it., � `� .� ,:---------- 12' MIN. -- -CONNECTION TO WATER CLOSET . ;. . .: >+11 �11,r GRpllT ;. c.) — `-- -BUILT-UP ROOF DRAIN PAN __ I .."1. x:' �----_- - -�v-INSULATIONVENT F, ' r �..�._-_�.�F I. • L. LAVATORY ; L_ ____- RUN CONDENSATE DRAIN LINE €� ' ' • r, THROUGH CURB AND CONNECT �� -- /g' LYWOOD TO MAIN ABOVE CEILING - O N _`�- ----- %z' SAND CUSHION P u SECTION A —A \, LI HAND SINK ai NOTE: /� {'",I ,° PLUMBING CONTRACTOR SHALL PLAN FOR SIZES __ ;:;»_ _�t�+ :z k z F PROVIDE COMPLETE WATER CHARGE REMOVABLE PLUG FOR F a : r , w1� 5 �� w o 1s,, ,; OF GREASE TRAP. // CLEAN -OUT AND WINTER M.S. MOP SINK , I "'- ,, .a :f i . , , ;l ve; y. ,,,� , ^„Fyy . ` = ��.:; v > ., � W f -- -- �' ROOF TRUSSES SEE �" DRAINING _ Q > I'll�9Y a , ARCH. FLOOR PLANS FOR C.P.H.B. CHROME PLATED CHROME PLATED HOSE BIB BY CENTRAL BRASS CO. #576 WITH REMOVABLE HANDLE. - = v ' SIZES AND LOCATION HOSE BIB u z N , -- `t /_ ----- PVC OR COPPER R & G SLOANE GSR74751 PVC FLOOR DRAIN WHERE PERMITTED BY CODE. WHERE METAL DRAINS ARE ,�A , ~ I' y t - 4 F.D. FLOOR DRAIN t" REQUIRED, USE ZURN ZN507.5. - a w UBING AND FITTINGS v) o x POT FILLER It— � ' � ' GREASE TRAP DETAIL (10 GALSe� PLUMBING VENT THRU ROOF DETAIL DETAIL — CONDENSATE TRAP — a w A ,t 00 3 - C A.C. AIR CHAMBER o -� NOT TO SCALE I Nei TO SCALE P;OT TO SCALE 5 FROST PROOF 1�> FtA .P,H,B. HOSE BIB URN Z-1310 ECOLOTROL ANTI -SIPHON, NON -FREEZE HYDRANT WITH INTEGRAL BACKFLOW PREVENTOR. a ,k a -- -- V/ O t f QUANTITY r O FIEL UNIT DESCRIPTION �;> I� _ 'R ��k� �'" - �w N J ITEM PART NO. FACTORY D W.H. .. ' TO 'REDUCER I 569 2 2 TANK/BRACKET SHIPP, ASSY. WATER HEATER PROVIDED WITH A WATTS N0.40 SERIES PRESSURE AND TEMPERATURE RELIEF VALVE 2 57670 2 3 GAL. ANSULEX N CONNECTION TO HEATER. - AND COPPER DISCHARGE LINE PROVIDE VALVE AND UNTO o /' CONDUIT - — - Al — z x ._'. I , n .. ;.' al r n F l W ."R:' N ,'' A y k� ?c a J % . # 56879 I __ MECHANICAL AUTOMAN U. URINAL ' ' %' UNION% 1 4 56928 2 DUCT NOZZLE_ _- --_ -- - I 5 56927 4 PLENUM NOZZLE HUB DRAIN - H.D. -'a 6 56930 8 APPLIANCE NOZZLE i I } P I 7 57390 CARTRIDGE S. SINK IN COUNTER TOP I ' El 56837 5 SERIES DETECTOR PKG. TANKLESS WATER EEMAX MODEL SP4208K INSTANTANEOUS HOT WATER HEATER 208V/19.7A. FURNISHED BY KFC 11 "' " l __. TANKLESS W.H. iii°''I b 9 56838 I TERMINAL DETECTOR PKG. HEATER INSTALLED BY GC __— o . ,4 . t STANDARD _-_ TO MECHANICAL PULLEY ELBOW �' �" 4 q4 45771 3 9 xr, d ,` " .y I � "a PIPE HANGER SCHEDULE I " GAS VALVE 16 I L: J O2 I I 15821 1 50' WIRE ROPE (OR LOT) yx o __ __ 4 15 14 3 12 4835 1 REMOTE PULL STATION NOMINAL SIZE SPACING I }� � yF DRAWN BY R.A.B. 8 I q ELECTRIC SWITCH (SPOT) '/ INCH 5 FEET t¢:�-,uYl — -- �I 13 55 9 I _ 2 �n � �� �a ���`, 9 �- Y xir.. __ u�� "s F?£� �1.�Y CHECKED EY' H.C.G. IO 7 'd - a �,F ,� � i,Ai .� ;, „ ti { MARCH 3► 19$9 �. q 15 O O 14 5561D I MECH. GAS VALVE �4 INCH 6 FEET , ? i v, ��' r i ,� DATE O I K I INCH 7 FEET � _ " 'l , �/ G II 13 I'S 5b815 6 45Q° F FUSIBLE L N + °v ti�� .5 REVISIONS oEscRIRTroN I 15 _ NT PL G II INCH 9 FEET F'3� p ,. r ':t?�1 03/15/90 ' 1. W 1 - $ 12 16 68800 i VE U /z i `ram ' � ,,v ' `, ... I GENERAL REVISION) y{. jr o ra 2 INCH AND ABOVE 10 FEET � y ��i '� a � k 04�ip/90 r�: B d� ,xs��r ., L", CHANGE EXH UST ' 15 �- yy eWL '� �P, J Mon a E ': 6 GENERAL PIPING REQUIREMENTS: �. -,�- te. ; - r a�g "" a iM .e„ anrr an `'i.�' �' i. -w:,rr J , '' ;+ F �` r " �` 't i `i, - --- -- -'----_.-.. y�, p+ "'. \ C� ACTUATION ISOMETRIC — �, ^ A �� �I > � HDQD Tn R .i `�/ I�'3 tr ��1`t"+1` q�' ^ � , '� e �. r,�j `yy�;r',a�Y ^`� � a� �' i. , O NOT TIC SCALE I. PIPE SHALL BE /g SCHEDULE 40 BLACK IRON, (CHROME PLATED WHERE ak�,� ". ,7.., EXPOSED TO VIEW) PIPE AND FITTINGS. (DO NOT USE HOT DIPPEDLl 15 , GALVANIZED IRON PIPE OR FITTINGS IN THE AGENT DISTRIBUTION LINE.) -1 I 0 1 . ,• 5 ' k. f.. ! .. EXHAUST EXHAUST _ , . ��z.'�� / r° O15 DUCT DUCT 2. PIPE ENDS SHALL BE REAMED AND BLOWN CLEAR OF CHIPS AND SCALE : ,a F __ °,ems �, , 4 BEFORE ASSY, INSIDE OF PIPE AND FITTINGS MUST BE FREE OF OIL �*" k y" ; : "" �' " / O `6 AND DIRT. (THREAD COMPOUND OR TAPE SHALL NOT BE USED.) ; A l a " , � I; K - O CL"\WALL 5 15 NOTES: d; � t r' „� �� °. p `h < 1� 5 I, THIS INSTALLATION IS TO BE MADE IN ACCORDANCE WITH THE R102 �0 r 15 - _ _ _ _ _ _ _ _ _ _ _ _ _ cJ 5 INSTALLATION MANUAL. AND WITH ALL APPLICABLE CODES. r - . , _ a it 3�'' ' r� 9 �, r �° '�a , 9 6 5 / O I°ni;, I:. {I' r',. ±, � +5v _ r v , �� ' :..; Gz. i � " ° p"° TO TANK ' ' O 2. THESE DRAWINGS MAY BE USED TO SECURE APPROVAL FROM THE I ��� wr :. VARIATION _ dll i I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ AUTHORITY HAVING JURISDICTION. ra s. ° w k Ca-C►-- —CII-- EH— — CI F — —CF — CF —�H - „ b v= O I 3, IT IS NECESSARY THAT ALL PIPE FITTINGS AND NOZZLES BE WRENCH "I,.. , I x DRAWN BY r , .. i3y 1 A r T fi 1 , i Y i >r . Wi .� '�"-_.- TIGHTENED SECURELY SUPPORTED AND THAT ALL NOZZLES ARE r ��°��� it �� jf' cHr_cKED EY k °at, I PROPERLY AIMED AS INDICATED IN THE RI02 INSTALLATION MANUAL. ! � �'A �' 3 ` �'' ��p j /�/�0��/ 4xe#-, W..'`- DATE A. THE WIRE ROPE FOR THE DETECTORS, MANUAL PULL STATION AND 4 '. . ?" " REVISIONS DEscRIPnoN _ ° a 'J I MECHANICAL GAS VALVE ARE TO BE INSTALLED BY A FACTORY, 1.,' `�� " 7 I QUALIFIED EMPLOYEE OF THE FIRE SUPPRESSION SYSTEM SUPPLIER. I "' : ��:; _ ""_<+ ," . PIPING ISOMETRIC TO TANK ' PLAN VIEW THE MECHANICAL GAS VALVE IS TO BE FURNISHED BY THE FIRE a" _ � 'r I ' SUPPRESSION SUPPLIER AND INSTALLED IN THE GAS LINE BY THEE �" ':., °I �� ,�'' °h " k I a . N i TO SCALE I { "-;' 1�u s z� la PLUMBING CONTRACTOR., I% t1.� �: s TO AUTOMAN { r, � - 5, THIS INSTALLATION IS TO BE INSPECTED, PUT INTO OPERATION AND `` ' ' ; ` J CERTIFIED BY A FACTORY QUALIFIED EMPLOYEE OF THE FIRE SUPPRESSION SYSTEM SUPPLIER. F}� 6. SNAP ACTION SWITCH FOR APPLIANCE SHUT-OFF IS TO BE PROVIDED BY GENERAL NOTES ewe ' 15 15 ANSUL, INSTALLED BY AN ANSUL DISTRIBUTOR AND WIRED BY THE $ .0 15 4 15 ELECTRICAL CONTRACTOR, J4 4 TO TANK FI. /�} 8 ►5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� 5 I 5 j g g 7. ELECTRICAL CONTACTORS AND WIRING FOR APPLIANCE SHUT-OFF IS TO I. PRIOR 70 COMMENCING WORK ON THIS PROJECT, CONTRACTOR SHALL VERIFY LOCATION, INVERT, SIZE AND CONDITION OF EXISTING UTILITIES. �ti, ;,., '' Y 0 n D BE PROVIDED BY THE ELECTRICAL CONTRACTOR. SHOULD CONDITIONS EXIST OTHER THAN THOSE INDICATED AND WHICH COULD ALTER THE DESIGN INDICATED OR SPECIFIED, CONTRACTOR SHALL : ,� F . ,; 4_ A I O �J CEILING I F T R T ENTER OF FITTINGS NOTIFY K.F.C. IMMEDIATELY FOR A DECISION BEFORE PROCEEDING. w , 8, PIPING DIMENSIONS G VEN ARE ROM CEN E O C m' xa, w I AND ARE TO BE CONFIRMED DURING INSTALLATION. 2. THE CONTRACTOR SHALL CONTACT AGENCIES AND PAY ALL CHARGES FOR CONNECTIONS TO UTILITES.I. ,� ,—CF'---- _}----��--- } — -- I----— F----�}-----lH "wit ^� SHEET?ITI.F '� 9. REMOTE PULL STATION TO BE LOCATED AT REAR KITCHEN DOOR 3. ALL PIPING SHALL BE CONCEALED UNLESS SPECIFICALLY INDICATED OTHERWISE. r.:w: I. '� PLUMBING LEGEND 1 : 'i u,� 5 r - - 6 L jC-�c'1_ __ AND INSTALLED NO MORE THAN 60" FROM FLOOR, & DETAILS �,I.,, I ��,/ O I 4. ALL ROUGH -IN PLUMBING AND FINAL CONNECTIONS TO KITCHEN EQUIPMENT PLAE1 SHALL BE MADE BY THE CONTRACTOR. REFER TO KITCHEN - �r{r �" -; I' ,6" 3'-0" I 3'- " '-G" 1'-6" I, -6" 3,_Or, 3,_O. 3 O" I'`6A MAfjtrK ` ' r I I EQUIPMENT PLAN AND SCHEDULE FOR LOCATION AND TYPE OF EQUIPMENT TO DETERMINE PIPE SIZES AND TYPES OF CONNECTIONS ��.kr�< I - __ _ _ 14E, Y14G, Y24E, Y24G F � `" ^ ', i, I - - - - - I TABLE F FRYER FRYER T FRYER 5. SEE PLAT AND/OR SITE PLANS FDR LOCATIONS OF ALL UTILITIES AND SERVICEv CONNECTIONS. +.,' o P Du z - RYER �" ae S. PITCH ALL WASTE AND DRAIN LINES A MINIMUM OF I/8" PER FOOT. I L - RM16E PRESSURE PRESSURE — -- '"- ,S � �, ja + I FDT I FRYER FRYER � = �' � GENERATION z�a," �.-ry• I I °° - - - - 7. PROVIDE A LEVER HANDLE GAS COCK IN BRANCH PIPING OF EACH GAS APPLIANCE. ALSO FOR EACH APPLIANCE, INSTALL QUICK DISCONNECT, I I DRAW DRAW FLEXIBLE PIPE AND RESTRAINING DEVICE FURNISHED BY K.F.C. FOR F - __ "[, BAFFLE BAFFLE ,,��--rr p 13 16 .�.. - :e, VARIATION {t ? h.'!"i`` 1 (, " . ,;� ---1-�--I-T-I�--I--T----i--T-- _F -- _ -_ - --- FILTER? _ ,a ; -4d 8. INSTALLATION OF COMPLETE PLUMBING SYSTEM SHALL BE IN ACCORDANCE WITH LOCAL PLUMBING CODE. STANDARD ` ,11�Av ¢ k4 .. DRAWING NUMBER °* ""r m 9. PLUMBING CONTRACTOR MUST REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. F �rY P0203R1.382 . •' S.. : , ! a �. HEET NUMBER ., ��.. , CROSS SECTION F T T! N d �� t K, r, .}.. R0N SEC 0 T, e w ,4 r. y , x. I +,;, '�` i > t a,y., r, � c ',,,, " >' W t 1 A 9..6' "'T l I N _. , — e I , _ e iI 4 f � e : S, n I :°I 'C ,. . i� < M} '" i , .I,?I•: ,. W .,a 'F.� I �," - ,, ` �, -., Sal, I ,. q,,. W' a s a f ' t z{ r.. E i 3 r .._ rp n aJ•� j lr : ,:'', �` "i- :.i;9 s f' E . ' '` '^.. d - i t CC] ,a Lij h+iw. ..... i i, •. '� :� _ - : �-� .'' ��I �,r.. r..,t+ ''i` oi„�+iy �, �k �4 } k � .; -`�o a 2 - ��,y^� No.HOOD FIRE SUPPRESSION SYSTEM�� s �;� +1 A' k} W 1._ I „ I.':y� ). i. sue, C%) Q ._ .. ,. .. , „ t #.c - s d Y. .«.. e Y. +. `N ,- .. �r 5 d.;.. ,y., 4,. y, , -... _ .. s ,- w. is � ;: ;:r: , :.:.. � .:•:.. • .:.: « '::...� - ..,E, .. is _ .. ., .. : ...• - ,. .. .. . »- i�t . _ .. ,:: � -... �' ..r �. ., ..i o.� .. <. -. .. .; = I'll, � I k. •.s 0 ml 7.p w., �17 SUPPLIED AND INSTALLED B Y K F C. (03� ALL UTILITY CONNECTIONS BY G.C. CONDENSER COOLER SECTION THRU KITCHEN & DINING HVAC 1/4"=I'_OI` COOLER <:D FREEZER < =11) 0 101 24" X 48" X 6" DEEP RETURN AIR PLENUM, ? ppr)lr) 20'X 84"X 36'DEEP INSULATED SUPPLY AIR PLENUM u TYP. � SERVICE SERVICE HVAC/L-IGHTINC CONTROL PANEL FURNISHED BY KFC<:8:jj4D,INSTALLED BY G.C.SEE SH�ET F4 29" X 60" X 24" DEEP INSULATED SUPPLY AIR PLENUM ------- (2) IA' FLEX DUCTS - 24' X 48" X G" DEEP RETURN AIR PLENUM WITH (2) 14" COLLARS LOCATED IN FIELD - 15" X 40" X 48' DEEP RETURN AIR PLENUM k, NOCE DINING T - - - - - - - - 7 (2)12'-0' EXHAUST HOQDS I DRIVE-THRUi FURNISHED BY KFC <72 INSTALLED BY G.C. I6"xI6' EXHAUST DUCT THRU ROOF FFICE `I`II0STA;r (BY\ KFC, T�l tNst"ALLE�Y BY G.0 FbR ROOPT HEA I G AND\ 00LING, \LOT #I. IV it 4'1� < MO 6 6" Ar. F% F. G"STANDOFF- 81 Oil A KITCHEN M NUAL VOLUME I - - - - - - ------ -- — - - - - - - - - -- u MR -ER- > < > io, &`x23'x24` DEEP I/ - - - - - - - - -"ItUPPLY AIR PLENUM (�D Om 12 F 1_11�x bUCT /f!R H C UNIT 'LO + - - - - - - - - "xA81x6"p�ISNUM 1011 SERVICE EL0\ // /x 10, C08-> M CD- 4 < loll, Ix Dj M A N LJAL G ko Ltj M E I oz - - - - - - - -- - - - << < DA4PER "04- L G /< loll\ 12l' 1211 FRD9_HYA(�_UIIII�_ - - - - - - - - - - - - - - - - - -- 24'x18'I PLENUM / `� 16� DIA. FLEXIBLE DUCT y BE 7HERMOSTAT (B KFCC�i'0 �JNSTALLED 8) Gc) OW-_ > > r B > > MANUAL VOLUME (:HD, DAMPER p SA 151'\X,/40' X A�,`DEEP E_&N AIR/ PLENUM �29"x6O'n,11" DEEP/\/\ < 101111 1 1�� L U SUPPLY > A LENU I am 1011 /< B CD oil \ .41 -10"x6" , "^\ I \ 0 > CDD VESTIOULE MEN CH < WOMEN cc 6D u I u L 51 kiI & 81 DUCT THRU 01 A 0' IO"xIO"x8" DEEP PLENUM TO RECEIVE (2) IO"x6` DUCTS * . -0 EXHAUST FAN ROO JF y 'A , rl"I 4 0 w 4 `4 S�,, W z-� 'n 3 Ok rev7W K*77!I �ij ®r',, LIJ v_ U p LIJ -01 MV A ;"k *u! & ! I, OWN GRILLE, REGISTER AND DIFFUSER SCHEDULE ITEM MODEL NO. MANUFACTURER OTY. LOCATION C.F.M.� AIR SIZE REMARKS EACH PATTERN FRAME NECK MGS41212 METALAIRE 4-WAY 24" x 6 DINING 280 12" x 12" SATA40 CARNES VOL.DPR KXUA M6S30909 METALAIRE VESTIBULE )DO 3- WAY 24' x 241' 9" x 9" LOBBY SATA30 CARNES VOL.DPR KXUA M6SIO909 METALAIRE ccD I OFFICE 70 I -WAY 24" x 24' 911 x SATA20 CARNES VOL.DPR KXUA GYP. BOARD RHO808 METALAIRE MEN CEILING MOUNTED 2 WOMEN 100 EXHAUST 10' x 10' 8" x 8" --- RNLAH CARNES VOL.DPR KXUA 9 METALAIRE GYP.BOARD MIS2090 2 MEN & 50 2-WAY 15' x 15" 914 x 9' CEILING MOUNTED WOMEN SAFA25 CARNES VOL. DPR KXUA M 6 S 41212 METALAIRE (::F:) I DRIVE-THRU 400 4-WAY 124" x 24" 12' x 121l SATA40 CARNES VOL. DPR KXUA MGS41515 METALAIRE KITCHEN 460 4-WAY 24' x 24 15" x 15" SATA40 CARNES VOL.DPR KXUA =H) M 6 S 31212 METALAIRE ___ 6 KITCHEN 400 3-WAY 2 4' x 2 -1 111 11 x 12" SATA30 CARNES VOL. DPR KXUA GYP. BOARD (�Dj MIS41212 METALAIRF 2 SERVICE 450 4-WAY 2 4" x 2 4" 12 " x 12' CEILING MOUNTED_ SAFA40 CARNES VOL.DPR KXUA RHF-75 METALAIRE 2 KITCHEN 2800 RETURN 2 41' x 4 8 2 2' x 4 6 RALA CARNES FILTER GRILLF I IN IT' BAR (=M) RHTB __ METALAIRE I DINING 2550 RETURN 24' x 48' 22" x 46- RNLA CARNES VOL.DPR KXUA NOTE: FINISHES: CARNES *2 FLAT WHITE, METALAIRI �OFF WHITE% HVAC LEGEND HVAC EQUIPMENT NUMBER, M HVAC GRILLES, REGISTERS AND DIFFUSER DESIGNATION A,#s4,w_, ®r, TEMPERATURE SENS R "g N DIFFUSER Zl (3 WAY SHOWN) REGISTER ROUND DUC I (RIGID & F L E X) IV 91608 0 lj� 11 L LIJ N —) 0 Z cT Lj > LIJ < >_ u U < z LIJ V) 0 'le LLJ LL F- _j _j tn V) 0 > < 0 0 D 0 LIJ 0) _J q - i Lt- LLJ u er� LLJ CL I-_ STANDARD CHECKE0 BY H.C.G. DATILMARCH 3,1989 MON A 03/15/90 1.__�, GENERAL REVISION 2- CHANGE EXHAUST HOOD TO 24' VARIATION DRAWN BY CHECKED BY DATE REVISIONSI DESCRIPTION ISHEET TITLE HVAC PLAN & SCHEDULE MA U GENERAL NOTES X X24 1. SCALE IS APPROXIMATE, FABRICATE FROM FIELD MEASUREMENTS.. 2. DUCT SIZES SHOWN ON DRAWING ARE AIR PASSAGE SIZE. GENERATION �802.1 3. DUCT CONNECTIONS SHALL CONFORM TO NFPA 90A. VARIATION 4. ELECTRtL CONTRA�_JOR WILL INSTALL SMOKE DETECTORS (BY KFC) IN RETURN AIR MAIN DUCTS." STANDARD UNITS 75'� AND Ub TO AUTOMATICALL.I` STOP THE FANS WHEN SMOKE IS SENSED IN THE DUCT. DRAWINC NUMBER G. ALL CURBS FOR ROOF M TED EQUIPMENT SHALL BE BUILT TO FIT SLOPE )F ROOF A 4D PROVIDE HE NUMBE A LEVEL HORIZONTAL SURFACE FOR MOUNTING OF ROOFTOP UNITS BY MECHANICAL CONTRACTOR. 7. MECHANICAL CONTRACTOR MUST REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. m 1 _77.1 _7 I SUPPLIED AND INSTALLED B Y K F C. (03� ALL UTILITY CONNECTIONS BY G.C. CONDENSER COOLER SECTION THRU KITCHEN & DINING HVAC 1/4"=I'_OI` COOLER <:D FREEZER < =11) 0 101 24" X 48" X 6" DEEP RETURN AIR PLENUM, ? ppr)lr) 20'X 84"X 36'DEEP INSULATED SUPPLY AIR PLENUM u TYP. � SERVICE SERVICE HVAC/L-IGHTINC CONTROL PANEL FURNISHED BY KFC<:8:jj4D,INSTALLED BY G.C.SEE SH�ET F4 29" X 60" X 24" DEEP INSULATED SUPPLY AIR PLENUM ------- (2) IA' FLEX DUCTS - 24' X 48" X G" DEEP RETURN AIR PLENUM WITH (2) 14" COLLARS LOCATED IN FIELD - 15" X 40" X 48' DEEP RETURN AIR PLENUM k, NOCE DINING T - - - - - - - - 7 (2)12'-0' EXHAUST HOQDS I DRIVE-THRUi FURNISHED BY KFC <72 INSTALLED BY G.C. I6"xI6' EXHAUST DUCT THRU ROOF FFICE `I`II0STA;r (BY\ KFC, T�l tNst"ALLE�Y BY G.0 FbR ROOPT HEA I G AND\ 00LING, \LOT #I. IV it 4'1� < MO 6 6" Ar. F% F. G"STANDOFF- 81 Oil A KITCHEN M NUAL VOLUME I - - - - - - ------ -- — - - - - - - - - -- u MR -ER- > < > io, &`x23'x24` DEEP I/ - - - - - - - - -"ItUPPLY AIR PLENUM (�D Om 12 F 1_11�x bUCT /f!R H C UNIT 'LO + - - - - - - - - "xA81x6"p�ISNUM 1011 SERVICE EL0\ // /x 10, C08-> M CD- 4 < loll, Ix Dj M A N LJAL G ko Ltj M E I oz - - - - - - - -- - - - << < DA4PER "04- L G /< loll\ 12l' 1211 FRD9_HYA(�_UIIII�_ - - - - - - - - - - - - - - - - - -- 24'x18'I PLENUM / `� 16� DIA. FLEXIBLE DUCT y BE 7HERMOSTAT (B KFCC�i'0 �JNSTALLED 8) Gc) OW-_ > > r B > > MANUAL VOLUME (:HD, DAMPER p SA 151'\X,/40' X A�,`DEEP E_&N AIR/ PLENUM �29"x6O'n,11" DEEP/\/\ < 101111 1 1�� L U SUPPLY > A LENU I am 1011 /< B CD oil \ .41 -10"x6" , "^\ I \ 0 > CDD VESTIOULE MEN CH < WOMEN cc 6D u I u L 51 kiI & 81 DUCT THRU 01 A 0' IO"xIO"x8" DEEP PLENUM TO RECEIVE (2) IO"x6` DUCTS * . -0 EXHAUST FAN ROO JF y 'A , rl"I 4 0 w 4 `4 S�,, W z-� 'n 3 Ok rev7W K*77!I �ij ®r',, LIJ v_ U p LIJ -01 MV A ;"k *u! & ! I, OWN GRILLE, REGISTER AND DIFFUSER SCHEDULE ITEM MODEL NO. MANUFACTURER OTY. LOCATION C.F.M.� AIR SIZE REMARKS EACH PATTERN FRAME NECK MGS41212 METALAIRE 4-WAY 24" x 6 DINING 280 12" x 12" SATA40 CARNES VOL.DPR KXUA M6S30909 METALAIRE VESTIBULE )DO 3- WAY 24' x 241' 9" x 9" LOBBY SATA30 CARNES VOL.DPR KXUA M6SIO909 METALAIRE ccD I OFFICE 70 I -WAY 24" x 24' 911 x SATA20 CARNES VOL.DPR KXUA GYP. BOARD RHO808 METALAIRE MEN CEILING MOUNTED 2 WOMEN 100 EXHAUST 10' x 10' 8" x 8" --- RNLAH CARNES VOL.DPR KXUA 9 METALAIRE GYP.BOARD MIS2090 2 MEN & 50 2-WAY 15' x 15" 914 x 9' CEILING MOUNTED WOMEN SAFA25 CARNES VOL. DPR KXUA M 6 S 41212 METALAIRE (::F:) I DRIVE-THRU 400 4-WAY 124" x 24" 12' x 121l SATA40 CARNES VOL. DPR KXUA MGS41515 METALAIRE KITCHEN 460 4-WAY 24' x 24 15" x 15" SATA40 CARNES VOL.DPR KXUA =H) M 6 S 31212 METALAIRE ___ 6 KITCHEN 400 3-WAY 2 4' x 2 -1 111 11 x 12" SATA30 CARNES VOL. DPR KXUA GYP. BOARD (�Dj MIS41212 METALAIRF 2 SERVICE 450 4-WAY 2 4" x 2 4" 12 " x 12' CEILING MOUNTED_ SAFA40 CARNES VOL.DPR KXUA RHF-75 METALAIRE 2 KITCHEN 2800 RETURN 2 41' x 4 8 2 2' x 4 6 RALA CARNES FILTER GRILLF I IN IT' BAR (=M) RHTB __ METALAIRE I DINING 2550 RETURN 24' x 48' 22" x 46- RNLA CARNES VOL.DPR KXUA NOTE: FINISHES: CARNES *2 FLAT WHITE, METALAIRI �OFF WHITE% HVAC LEGEND HVAC EQUIPMENT NUMBER, M HVAC GRILLES, REGISTERS AND DIFFUSER DESIGNATION A,#s4,w_, ®r, TEMPERATURE SENS R "g N DIFFUSER Zl (3 WAY SHOWN) REGISTER ROUND DUC I (RIGID & F L E X) IV 91608 0 lj� 11 L LIJ N —) 0 Z cT Lj > LIJ < >_ u U < z LIJ V) 0 'le LLJ LL F- _j _j tn V) 0 > < 0 0 D 0 LIJ 0) _J q - i Lt- LLJ u er� LLJ CL I-_ STANDARD CHECKE0 BY H.C.G. DATILMARCH 3,1989 MON A 03/15/90 1.__�, GENERAL REVISION 2- CHANGE EXHAUST HOOD TO 24' VARIATION DRAWN BY CHECKED BY DATE REVISIONSI DESCRIPTION ISHEET TITLE HVAC PLAN & SCHEDULE MA U GENERAL NOTES X X24 1. SCALE IS APPROXIMATE, FABRICATE FROM FIELD MEASUREMENTS.. 2. DUCT SIZES SHOWN ON DRAWING ARE AIR PASSAGE SIZE. GENERATION �802.1 3. DUCT CONNECTIONS SHALL CONFORM TO NFPA 90A. VARIATION 4. ELECTRtL CONTRA�_JOR WILL INSTALL SMOKE DETECTORS (BY KFC) IN RETURN AIR MAIN DUCTS." STANDARD UNITS 75'� AND Ub TO AUTOMATICALL.I` STOP THE FANS WHEN SMOKE IS SENSED IN THE DUCT. DRAWINC NUMBER G. ALL CURBS FOR ROOF M TED EQUIPMENT SHALL BE BUILT TO FIT SLOPE )F ROOF A 4D PROVIDE HE NUMBE A LEVEL HORIZONTAL SURFACE FOR MOUNTING OF ROOFTOP UNITS BY MECHANICAL CONTRACTOR. 7. MECHANICAL CONTRACTOR MUST REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. m 1 _77.1 _7 I RHF-75 METALAIRE 2 KITCHEN 2800 RETURN 2 41' x 4 8 2 2' x 4 6 RALA CARNES FILTER GRILLF I IN IT' BAR (=M) RHTB __ METALAIRE I DINING 2550 RETURN 24' x 48' 22" x 46- RNLA CARNES VOL.DPR KXUA NOTE: FINISHES: CARNES *2 FLAT WHITE, METALAIRI �OFF WHITE% HVAC LEGEND HVAC EQUIPMENT NUMBER, M HVAC GRILLES, REGISTERS AND DIFFUSER DESIGNATION A,#s4,w_, ®r, TEMPERATURE SENS R "g N DIFFUSER Zl (3 WAY SHOWN) REGISTER ROUND DUC I (RIGID & F L E X) IV 91608 0 lj� 11 L LIJ N —) 0 Z cT Lj > LIJ < >_ u U < z LIJ V) 0 'le LLJ LL F- _j _j tn V) 0 > < 0 0 D 0 LIJ 0) _J q - i Lt- LLJ u er� LLJ CL I-_ STANDARD CHECKE0 BY H.C.G. DATILMARCH 3,1989 MON A 03/15/90 1.__�, GENERAL REVISION 2- CHANGE EXHAUST HOOD TO 24' VARIATION DRAWN BY CHECKED BY DATE REVISIONSI DESCRIPTION ISHEET TITLE HVAC PLAN & SCHEDULE MA U GENERAL NOTES X X24 1. SCALE IS APPROXIMATE, FABRICATE FROM FIELD MEASUREMENTS.. 2. DUCT SIZES SHOWN ON DRAWING ARE AIR PASSAGE SIZE. GENERATION �802.1 3. DUCT CONNECTIONS SHALL CONFORM TO NFPA 90A. VARIATION 4. ELECTRtL CONTRA�_JOR WILL INSTALL SMOKE DETECTORS (BY KFC) IN RETURN AIR MAIN DUCTS." STANDARD UNITS 75'� AND Ub TO AUTOMATICALL.I` STOP THE FANS WHEN SMOKE IS SENSED IN THE DUCT. DRAWINC NUMBER G. ALL CURBS FOR ROOF M TED EQUIPMENT SHALL BE BUILT TO FIT SLOPE )F ROOF A 4D PROVIDE HE NUMBE A LEVEL HORIZONTAL SURFACE FOR MOUNTING OF ROOFTOP UNITS BY MECHANICAL CONTRACTOR. 7. MECHANICAL CONTRACTOR MUST REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. m 1 _77.1 _7 I - _ _ .. .. ,.. .'..,. ... ,. f .. ... x. a . �r..1r.1.. t0 , .. HVAC EQUIPMENT SCHEDULE 916081 ITEM MANUFACTURER MODEL NUMBER CFM ESP 0 A. NET INPU ELECTRICAL GAS URN INST. CFM COOLHEAT PIPE Y BY IMBH MBH VOLTSPHASE H.P. AMPS SIZE T CARRIER 48DJD009 2550 0.80" 'j50 100 120 208 3 ---- -- 314" M.C. M.C. O CARRIER 48DP020 5600 0.801, 2200 220 270 208 3 v - /4' M.C. M.C. Q GREENHECK CUBE18-10 - --- - -- -- - - - CARNES --VUB81856 `3600 0.75" -- 208 3 I-M.C. -- M.C.M•C• M� 16x16 EXHAUST DUCT DN-T--�-� -�-- -r- T ~-T- CAP, _ C GREENHECK CUB118-10 - - 1 3600 0'75' ----_ --208 3 -I- M.C. .C, M.C.HOOD EXHAUST FAN CARNES VUBB18S6 I IF GREENHECK GG75-G 200 0.25" 120 1 1/50 M.C. M.C. t�W1J CARNES VEDB06B2 GREENHECK RSF-150 1/40 4300 0.80" 4 ipO 208 3 2 M.C. M.C. —_ CARNES VSBA-15 I ._I I I I i Il N II l I J F-1 II II I I I ! I I 11 II II I II I I I I � ! I ! I Il N II I II I NET RATINGS BASED ON 95° F DB AIR ENTERING CONDENSER 0 i I I OOD ! SU4LY fAN 1 I I I N II II I II I I 800 DB/67° F WB AIR ENTERING EVAPORATOR LL I I I I I II V N i ILOC�TE SO HAT ! I ! I ! I I I N 11 Il I N !! I I I I I N 0 11._-_-__-_I THE SPA�NIT B TW EN HE 11 1" ORAIfN DO`kN Il II I IsuP�LY R TUR DUNS ! I I I I I i I II II II I N I I I I 1 I i it 9 N I IIS CFNTF4RED (OVER THC I I I RACKS GE kOFITOP I 11 1111 1 11 1 1 I I I ! I IDOUE LE TRUSS I I I I I gEATIING AND COOLING N 11 1 II I 1 _.I" DRAIN DOWN TRAP I! I I i li II I IPACfAGEI ROOFTOFI I I I I I�NIT IT i I I II II I N l l lam �I HEA ING AND ICOOI ING ! I I I II I I I I Il 1 II 1 ! OU SIlDE kR INTAKE} I I)I (UNIT` I w IRIAiN f OODI 'i II 1 1 2 1 I I I I S JPPL4 DU T 1 WN I N II I I I I " ,II II I I I I �� 3 F�LEC�RICn I I I I I R�TURE�E DU�T DOOWN I— —— N 1 I AIR BALANCE SCHEDULE I ! KNC�CKOI�T I II OUTSIDE AIR INTAKE SUPPLY [�UCT� dONjN j I ( I I ! I I I I it I � W/ RAIN HOOD q'vTR CFM CFM CFM ! CFM CFM I I GA uN TH u 11 II ! I i I I I I I i I I 1 11 �� 1 II 1 1 ITEM i DESCRIPTION SUPPLY RETURN OUTSIDE EXHAUST PRESSURE Sld OF CUR RETURN �}UCT DO N ! I I II I 11 1 I I R SSURE SEE DERAIL II it I ! I I T ! I I I I - ----2" ELECTRICAL AIR I I I I I N I II I I I i I I i ! I II p T�--- AIR AIR AIR DIFFERENCE ! 4 KNOCKOUT I I I I !I N II I 1 51 I ! I I I I I I I I N C N I II ic HEAT & COOL UNIT 2550 I600950 +950-_ HEAT & COOL UNIT 5600 3400 2200 --' +2200 -- --LOCATE UNIT SO THAT 3 HOOD EXHAUST FAN _ 3600 -3600 E 1 -- _ ! 1 1 _ I L.__I_ _I_ I -� _ THE SPACE BETWEEN THE -� - -' _ - SUPPLY & RETURN DUCTS 4 HOOD EXHAUST FAN 3600 -3600 - N -4" VTR -4' VTR CONDENSER FOR ICE MACHINE L/�'� AS LINE THRU IS CENTERED OVER THE 5 TOILET R _ _ FURNISHED BY K.F.C., 30, f�'g-j SIDE OF CURB DOUBLE TRUSS A -�� - -- -- O vim/ ROOM EXHAUST _ 200 200 Lu N W.H. VENT. INSTALLED BY G.C. SEE DETAIL 6 SUPPLY FAN q ^I +- 7_ SEE DETAIL ON P2. CURB DIM. 26"X31" FURNISHED AND 300 43�0 4300 � W COOLER/FREEZER REFIGERATfON UNITS ARE INSTALLED BY G.C. _.__. _-_--__ __ ____- ___.__ _-__-___ ______ �______.._ ___ v > PRE -INSTALLED. REFRIGERANT LINES AND --- 8"X8" DUCT DOWN THRU ROOF w a >_ ELECTRICAL BETWEEN COMPRESSORS AND TOTAL 12450 5000 �450 7400 + 50 = v --------- EXHAUST FAN rJ EVAPORATORS ARE IN PLACE. EC TO RUN II .. FINAL POWER TO EACH COMPRESSOR.r - a z NO, ' � W �� a � g�ra W O Y FOR EXACT LOCATION OF ROOF a OPENINGS FOR ROOFTOP EQUIPMENT- .. SEE SHE ET A2 R .. OOF CUTOUTS "� w 5 1. - 1 a': �? �.: U Z _,1 i .. P a : O _J SHOWN ON PLAN ,I' +fir g O ROOF PLAN W � J + O 22 GA SHEET METAL ON i" MINERAL WOOL_ BATTS REINFORCED WITH WIRE MESH, SPACED OUT I" ON NONCOMBUSTIBLE SPACERS - PREMOUNTED ON 2 SIDESA. AND FURNISHED FOR TOP OF HOOD BY HOOD MANUFACTURER. I { I6'xi6" EXHAUST duos STANDARD t DRAWN BY R.A.B. HOOD EXHAUST FANS d. WALLr" — --- -- "1 �Tev CHECKED BY H.C.G. I MINERAL WOOL �c: DATE MARCH 3.1989 CD n C �u xis < i zINSULATION AND 22 GA. WRAP,m: ;C, ^:• c REVI I N R PT U S NE5 I IUN OR I HOUR RATED ENCLOSURE ,, � max`-���' = 03/IS/90 TO PROTECT COMBUSTIBLE ��� j ��" �� �� �� s '� �� I GENERAL REVISION CONSTRUCTION.411 0/90 _ - - .`- R 2 CHANGE EXHAUST ( 12 xI8 SUPPLY DUCTS Hoof TO za' ".4 6, s r L h , I 18' ROUND DUCT FROM — I_ — ANGLE OF DUCT , 611 I HOOD SUPPLY FAN4 < I NOT TO EXCEED ! 5'-0" FIELD CUT �, " ! 45 b ,AAA CENTER BETWEEN CENT R —9_ FIELD CUT_ I I I F � � „x A :� �r� E BETWEEN TRUSSES TRUSSES 8'_ 5" __ 18" ROUND TRANSITION- " Nr ` . VARIATION - TO 12"xl8' SUPPLY COLLAR— -- - 22GA. SHEET METAL ON ! MINERAL I PRE-CUT PRE CUT I WOQL BATTS REINFORCED W/WIRE MESH, I �: SPACED OUT I" ON NONCOMBUSTIBLE 1 i �e`�� ,�I DRAWN BY _ 12'-0" _ 12'-p^ - -- - --- PROVIDED FOR TOP OP OF TED N HOOD BY 2 SIDES AND 5s CHECKED ar rk , �� zia M�1 a� n � a{ a .- ej«.t. e d DATE HOODMANUFACTURER.., k, qxj:s _ w Ja REVISIONS DESCRIPTION w GJ/�s HOOD PLAN VIEW 1 I, r ALL SURFACES TO BE STAINLESS STEEL SUSPENDED CEILING--- .�:I .,;,, ,w ,:;�� �`:'. a;-,�., y; t�' 'r k�: )� 3/Rn _.I lJl .h ,'1�.6e -.ai^ I GALVANIZED S 1 EEL N 6" AIRSPACE RIGID DUCT WITH FFLEXIBLE lNSULA (ED LOW PRESSURr SLEEVE INSULATION DUCT, WHERE a L GH�R FPXTURE 1 BY N SPIN -IN FITTING PERMITTED BY �. HOOD MFG. CODE. I h k � �r k ea I e� 6Y LZ INSULATED L; r--I RIGID ELBOW - - I. .� I I 611 - SHEET TITLE I STAINLESS STEEL BACK PANEL W/6"STANDOFF VAC ROOF PLAN, SCHEDULE, & �T M Rlk Y24E, Y24G H_J � I I I I / N I I I I \ GENERATION 3802.1 11 !1 DRAW BAND- aRlarloN --------- INSULATED SUPPLY S rANDARD { AIR PLENUM OPPOSE=D BLADE DAMPER -- r1"pS V — LAY —IN C1 ICING TYPE OR DRAWING N"�+eER M0202RI.382 SUSPENDED CEILING — SURFACE MOUNTED LOUVFP,ED ' o HOOD IS PREPIPED FOR ANSUL REMOVABLE STAINLESS STEEL HEFT NUM FACE CFI!- !NG DIFFUSER---- AND UL CLASSIFIED END PANEL --- a� I w HOOD ELEVATION DETAIL OF DUCT HOOD & EXHAUST DETAIL a 3 CONNECTIONS TO CEILING DIFFUSERS 4M 2 I/z'=1'-0"LIJ NO SCALE -ENCLOSURES FOR ENDS AND BOTTOM OF 6"STANDOFF PROVIDED BY HOOD MANUFACTURER n� Q STAINLESS STEEL BACK PANEL -- k T,� mow. �.... _ r ;,- r ... ,:_ FI WWI U1-S%l.klUI\ 1 "1% 1\LI niV. �J( MAIN DISTRIBUTION PANEL -BOARD SCHEDULE 2Q°208V, B30S4W/G ELECTRICAL LOADS CIR. ONNECTED I.OA TRIP EQUIP. CONDUIT NO. LOAD SERVED (KVA) SIZEE�E POLES WIRE SIZE GROUND SIZES LOAD TYPE LOAD I PANELBOARD LA .34.2 200 3 4 #3/0 #6 21 2° INTERIOR LIGHTING 8.0 KVA 2 PANELBOARD LB 46.8 200 3 4 *3/0 #6 21 2' EXTERIOR LIGHTING 14.5 KVA 3 PANELBOARD PA 60.0 200 3 3#3/0 & I #1/0 *6 2' MISCELLANEOUS EQUIPMENT 8.0 KVA 4 PANEL BOARD LC 7.0 200***3 3#3/0 & 1 01/0 6 2' HVAC EQUIPMENT 51.0 KVA 5 RT •2 44.0 175 3 3#3/0 #6 2' COOKING EQUIPMENT 41.0 KVA 6 SPACE LARGER CONDUIT SIZES MAY BE REQUIRED DEPENDING ON THE INSULATION USED AND WHETHER LARGEST 30 AIR CONDITIONING LOAD-44.0 KVA GROUND CONDUCTOR IS INSULATED OR BARE. SEE SPECIFICATIONS. "NOTE: ALL BRANCHES ARE TO HAVE CURRENT LIMITING CIRCUIT BREAKERS HAVING A MINIMUM OF 100,000 RMS AMPERES INTERRUPTING CAPACITY. ***INDICATES SHUNT TRIP BREAKER. SHUNT TRIP BREAKER IS ACTIVATED BY ANSUL SYSTEM. ROOF TOP HEATING & COOLING UNIT "2 200A, 3 POLE, 3R, DISCONNECT SWITCH FUSED 175 AMP ------ - - - - -, _ PANELBOARD LB SCHEDULE CIR. NO. TRIP AMPS _ WIRE SIZE LOAD DESCRIPTION LOAD IN AMPS/PHASE LOAD DESCRIPTION A B C 1 20 12 1 DOOR FREEZER 9.5 14.6 _ CORN COOKER _ 3 30 10 WARMING CABINETQ9_D 16.711 12.0 HAND BREADER/SIFTER 407 J 5 30 10 WARMING CABINET29 16.7 9.0 CASH REGISTER Q6A pE, 7 9 20 20 12 12 _ MARINATOR 40 4.6 9.8 T _ _ FOOD CUTTER 40 I6.0 6.0 - SODA 5_Y_STEM_ Oi _ DETECTOR & SPEAKER 0 11 20 12 MIXER q0 I 9.5 14.0 OFFEE BREWER 26 13 20 - SPARE 4.0 9.0 � SPARE I� _ 20 20 12 12 OVEN COMPUTER p ADVERTISING PANELQ6-D 0.5 3.0 VIDEO TRAINING UNIT Q 4.2 11 9.8 SODA SYSTEM([KID 19 20 12 SODA SYSTEM<&D 9.8 11 1.5 i ; RECEPTACLE 21 20 12 REFRiG. DISPLAY Ii3A 6.8 11 4.5 -RECEPTACLE - DINING RM. 23 20 - SPARE -_- i 9.0 9.0 SPARE 25 35 8 ADD -ON 23 40' 28 11 8.0 1 FRIES STATION 36 27 20 12 _UNIT HEATED DRAWER 14 8.5 11.3 I PATTIE WARMER & TIMER 32 29 35 8 ADO -ON UNIT 23 40- 28 9.0 SPARE 31 33 20 20 I2 - HOOD LIGHTS 4.1 8.G _HEATED DRAWER Iq __. _ N_41 SPARE 9.0 14.6 ; MICROWAVE OVEL - 35 37 20 20 - ---- SPARE 9.0 9.0 CONVENIENCE _ SPARE 9.0 8.3 I ' FUTURE REGISTER EQUIPMENT 39 20 SPARE 9.0 114.5 ISMOKE ALARM 015CONVENIENCE Al 2n - - SPARF 4.n 111 9.0 SPARE TERMINATE WITH WEATHERHEADS Al LOCATION & HEIGF REQUIRED BY LOCH UTILITY COMPANY. 2-3' C (3 4350 MCM & 1 #3/0) PARALLELED - - METER BY UTILITY CO. NOTE: CONTRACTOR SHALL ARRANGE C.T. CABINET. PER, UTILITY COMPANYS REQUIRE- MENTS. 2-3' C (3 *350 MCM & 1 #3/0) PARALLELED --- I' C. NOTE, PANELBOARDS MDP, PA, LA, LB, LC, FAN STARTERS, AND HVAC DISCONNECTS ARE FURNISED BY KFC, INSTALLED BY THE ELECTRICAL CONTRACTOR. Ig MAIN DISTRIBUTION IN 0 MAIN DIST. PANEL MDP C.T. CABINET 2 3 4 5 6 MAIN DISTRIBUTIO PANEL - CT CABINET ^ - 00 !I LI LOWER LEVEL ELECTRIC PLAN MOUNT ON ANGLE IRON L_ J FRAME (TYPICAL) -- I � I i STARTERS FOR FANS ON ROOF HVAC/LIGHTING f 14 �4x4 AUX. GUTTER PANEL BY KFC, WIRED COMPLETE BY ELECTRICAL L rxlp I-- CONTRACTOR �- I LA LB LI , PA I O OI 11 'j Lo� Lo -FLOOR ! j LINE OUTSIDE �J INSIDE RISER DIAGRAM NOTE: IF UTILITY COMPANY PROPOSES A SERVICE DIFFERENT FROM THAT ILLUSTRATED, CONTACT THE CONSTRUCTION ENGINEER FOR A DECISION BEFORE PROCEEDING. 3/4' C. TO OUTSIDE SPEAKER STAND & VEHICLE DETECTOR .dog 22) 0 EQUIPMENT WIRING SCHEDULE 91608 qRETRIP CIR. EQUIPMENT I.D. ELECTRIC: DESCRIPTION OF WIRING CONNECTIONS AMPS N0.01 ODA SYSTEM120V/9.8A/I.IKW C� OUTLET 2'-1' AFF.SURFACE MOUNTED. 20 2 06 CASH REGISTER 120V/10 Ck OUTLET 2'-I' AFF. SEE CASH REGISTER NOTE 2.. 12 20 4 (SLAVE) SURFACE MOUNTED. 12 20 6 1 6A CASH REGISTER 120V/10 CL OUTLET 2'-1' AFF. SEE CASH REGISTER NOTE 2. 12 20 8 '(MASTER( + SURFACE MOUNTED. 12 20 12 113A 'REFRIGERATED 120V/6.8A/ 1/3 HP -SURFACE DUPLEX RECEPTACLE ON WALL OF CABINET Q 20 10 12 DISPLAY WITH (� 12' AFF. 0 -- 20 14 14 F HEATED DRAWER 120V/8.5A PROVIDE 4' SQUARE JUNCTION BOX BELOW UNIT & 12 20 1 16 ` CONNECT BOX TO UNIT USING FLEXIBLE CONDUIT. 12 20 18 j CONNECT COMPLETE. J 12 20 20 23 40' ADD -ON 11' 20V/28A PROVIDE JUNCTION BOX WITH Q_ 18-A.F.F. BELOW UNIT & 12 _ 20 22 _- UNIT !C ONNECT UNIT TO BOX WITH FLEXIBLE CONDUIT. Lli 20 24 _ 25 HEATED DISPLAY 208V/30/4.5KW ! PROVIDE JUNCTIONT TO BOX WITH BOX WITH (LLEXIBLEF BELOW ELO T, UNIT & u 12 20 26 __� _. _ W 12 20 28 26 COFFEE BREWER t2OV/15A/I0 FLUSH DUPLEX WITH (L 10' ABOVE COUNTER TOP. - 20 30 29 WARMING CABINE- T V/2KW SEE SHEET E2 FOR WIRING. 12 20 32 32 8 CHANNEL I120V/.5A PLUGS INTO DUPLEX RECEPTACLE IN TABLE. ~ 12 20 _34 ITIMER I-.. i; 12 20 36 QD PATTIE WARMER 1 120V/8.OA_ PLUGS INTO RECEPTICLE ON UNDERSIDE OF TABLE.i- 12 20 3$ 6 HEAT LAMP ON 115V/8A PLUG HEAT LAMP INTO RECEPTACLE MOUNTED 12 20 44 iFRIES DISPLAY f TO TABLE TOP. TABLE - 20 42 EATED SANDWICH --�-�� 38 EARMUFF I120V/3.3A FLUSH DUPLEX WITH 7'-0" AFF.I (ak PANELBOARD LC SCHEDULE 225 A, MLO, 208/12OV,3Ph 4W WITH GROUND BUSS CIR. NO. TRIP AMPS WIRE SIZE LOAD DESCRIPTION LOAD IN AMPS/PHASE A B C LOAD DESCRIPTION WIRE SIZE TRIP AMPS CIR. NO. 1 20 - SPARE ( PRESSURE FRYER 26 ) 10.011 10.0 1 PRESSURE FRYER U7 12 20 2 3 20 - SPARE 9.0 10.0 PRESSURE FRYER 2 12 20 4 5 20 - SPARE 9.0 0.5)OPEN FRYER COMPUTER 0 12 20 6 7 20 12 1.5 0.5 OPEN FRYER COMPUTER 0 12 20 8 9 20 12 DUMP FILTERQO& 12 20 10 II 20 12 OPTIONAL SPLIT VAT FRYER 13 _ 1.5 1.7 FUTURE OVEN - 20 12 13 - - SPACE - SPACE 15 - - -- - - 16 17 - - - - - - 18 19 - - - - - - 20 21 - - - - -- 22 23 24 25 - - -- - 26 27 28 SEE DRIVE-THRU COUNTER ELEVATION. SEE E3. OPTIONAL 2 0 0 08 26 I 01 LB -------------------------------2 4-------------2 - - - - - �- -9 - , - L A 10 8 I 0 I I i f I(3#8 & 5"12)1'C 10 I I I i 23 14 '_______________________________--------------- ------------ - --------------------------- __-__1__ LC X-1 PA I'c LC LC Re-, rsM_ G� ._ \/ y/ LB Iq C 3/C #12SO 26 DROP CORD PHONE JACK (RJ31X) AND LINE FOR SECURITY SYSTEM TO BE SERIESED AHEAD OF ANYTHING ELSE IN STORE. PHONE JACK AND DUPLEX OUTLET TO BE MOUNTED ABOVE CELING IN MANAGER'S OFFICE. A2' A.F.F. QNUMBERS ENCLOSED IN THE OVAL SYMBOL REFER TO EQUIPMENT DESCRIBED IN EQUIPMENT SCHEDULE OF DRAWING EQI. ONUMBERS ENCLOSED IN THE CIRCULAR SYMBOL REFER TO NOTES THAT APPLY TO THIS SHEET \\ ONLY. 'iz' L B L AV LB LB 1 LA T LB 36'A.F.F. LB 0 3 LB SEE � . /�, rSHEET E2 06 LA 2'x4' J-BOX WITH S.S. COVER PLATE � ` // � � 36 113A �'� �`� �B FOR FUTURE HOME DELIVERY. STUB 35 i PROVIDE GROUND FIRE SUPPRESSION Y4' CONDUIT ABOVE CEILING FROM J-BOX. / ROD FOR REGISTEF CONTROL PANEL TANKLESS \ I " 6 / DETAIL, SHEESEE INSTALLATION W.H. IS, A.F.F. 48' A.F.F. \\ 2 i 3 06 -� 811 UP ! TO \ R / DAA BOX RECEPTACLE - � LOCATED CEPTACLII ONROOF 0ECONDIIME CONDIMENT COUNTER 40 �� I P LA _ - 46 ----- 01 1IJ 131 10 1 1114 1511 - - SEE WIRE OUTLETS ON SANDWICH 2' - - LB SHEET E2 TABLE TO JUNCTION BOX. EXTEND CIRCUITS TO JUNCTION 0 j PA 0 j 0 L 30A, 2P 6 OS j i 27' A.F.F. BOXES & CONNECT TO Ili 1 I PA U.F. DISC. RESPECTIVE OUTLETS, (CIRCUIT 40 SWITCH 1 ! 428,31). FOR CIRCUIT II -~ ---(ED TANKLESS ; j (CONNECTION TO HEATED DRAWER) - - W.H. 18' A.F.F. ! EQUIPMENT WIRING SCHEDULE 114 I LA 14 � p L i LC PA ► ; PA ' I t7 ELECTRIC I HAND DRYERS - 23' -0" 22 22 W ICROWAVE OVEN 120V/i75OW/14.6A PLUGS INTO_ DUPLEX RECEPTACLE IN TABLE. DVERTISING 120V/IfJ SURFACE DUPLEX RECEPTACLE ON BA�KWALL OF CABINET ANEL -WITH � 2'-('AFF. 0 CORN COOKER 12OV/14.6A/1.75KW ; CL OUTLET 483 AFF. Ot iCONVECTION OVE 208V/30/60HZ FLUSH JUNCTION BOX WITH Q. 48' A.F.F. CONNECT UNIT TO JUNCTION BOX WITH FLEXIBLE CONDUIT CONNECTED TO JUNCTION BOX COVER PLATE. 0 OVEN COMPUTER , I15V/.5A FLUSH SINGLE RECEPTACLE WITH TL 72' A.F.F. 0 (OPEN FRYER - 115V/5A/10 I FLUSH SINGLE RECEPTACLE WITH CL 72' AFF. - WITH COMPUTER O DUMP/FILTER j 120V/7.2A(EA.)/101 I FLUSH DUPLEX WITH C 18' A.F.F. TABLE 0*90 2 oj 8HD /IOA/10 (FLUSH DUPLEX WITH 18' A.F.F. z C IHENNY PENNY �, _ V) w p j(I-DOOR FREEZER i5 /V 9.5A/6-HZ/ 1/3H SEE SHEET E2 FOR WIRING. w Q } UNDERCOUNTER 15V/4A/6OHZ/I/4HP (Z OUTLET 32' AFF. P0REFRIGERATOR U = � p E MACHINE 08V/13.3A/10 PROVIDE EXTENSION RING WITH BLANK COVER FLUSH - < ~ ~ Q OUTLET 24' A.F.F. & CONNECT POWER WIRING & � w WIRING TO UNIT_. V) 0 Y q0 FOOD CUTTER .__.___�...C�O_.NDENSER 15V/10/IHP OUTLET 48' AFF. 40 (MIXER _ 1/3 HP I C OUTLET 48' AFF. MIXER PLUGS INTO TIMER. TIMER U j �I15V/10/ j INTO RECEPTACLE. = J 0 40 ARINATOR WITH 115V/4.6A/I0 (L OUTLET 32' AFF. N p > ABLE d N N oiA AND BREADER 1115V/10/ 1/6 HP IaUPLEX MOUNTED ON UNDERSIDE OF TABLETOP. SEE NOTE 0 WITH SIFTER I 14 ON SHEET E2 FOR DROP CORD CONNECTION. w rn J - p <jo Znj IDEO TRAINING I120V/10/.51A Iq OUTLET 36' AFF. NIT IO (CALCULATOR I20V/10 PLUGS INTO DUPLEX UNDER DESK. D.T. SPEAKER 1120V/IQ' SEE SHEET E3 .r ` (SYSTEM gI1 TANKLESS 1208V/19.7A PROVIDE JUNCTION 80X WITH E 18' AFF CONNECT UNIT WATER HEATER (COMPLETE t .• ".fiL�� r� 14 HVAC PANEL 20V/10 SEE SHEETS E3 & E4. ELECTRICAL CONTRACTOR -TO WI]DRAWN STANDARD COMPLETE. BOTTOM OF PANEL 42' AFF. BY R.A.S. 17 ELECTRIC 120V/10 (11 JUNCTION BOX 52'AFF CHECKED BY H.C.G. HAND DRYER ' 1 DATE __ MARCH 3, 1989 2 C D,ELECTRONIC 120V/10 OUTLET ABOVE EILING. � r fir. RE^isoNs DESCRiFr1oN SECURITY _ ;SYSTEM I !_� GENERAL REVISION BACKGROUND 120V/1QJL04/10/90 25 1 JUNCTION BOX 78" AFF. £k 2 CHANGE EXHAUST Music SYSTEM _ _ .y��„ HOOD TO 24' BACKGROUND ° ROUND 120V/10 (L OUTLET 78 AFF. EXTEND , CONDUIT ABOVE CEILING A3 GENERAL VISION GENII/90 I ; !& TERMINATE WITH BUSHING. �SYSTEM I Al /�� n� EQUIPMENT WIRING NOTES 1 OCONVENIENCE 1120V/10 FLUSH IN PLANTER WALL WITH LONG AXIS HORIZONTAL (RECEPTACLE & 18' A.F.F. (INTERCOM BASE 4'x4' JUNCTION BOX FLUSH IN COUNTER TOP. (SEE SHEET All. VARIATION j I DRAWN 8Y (FOOT SWITCH 41/16 ' SQUARE SURFACE MOUNTED BOX WITH BLANK COVER. CHECKED BY JACK �� k `�'..'i DATE. S PANELBOARD LA (STUB 2-I' CONDUITS ABOVE CEILING FOR FUTURE REVISIONS DESCRIPTION FLUSH JUNCTION SURFACE MOUNT CONDUIT BETWEEN BOX AND DISCONNECT jBOX WITH SWITCH. iEXTENSION RRING & COVER 7 TELEPHONE EXTEND I' CONDUIT TO LOCATION DIRECTED BY SERVICE TELEPHONE COMPANY. OC NVENIENCE 120V/10 ;RECEPTACLE 1 OUTLET 18' AFF. GENERAL NOTES I 1. ARRANGEMENT OF SERVICE ENTRANCE EQUIPMENT SHALL COMPLY WITH UTILITY COMPANY REQUIREMENTS. 2. ALL WIRING FOR LIGHTS AND POWER INSIDE COOLER AND FREEZER IS BY COOLER/FREEZER VENDOR. 3. SEE SHEET E3 FOR ELECTRICAL LEGEND. SEE SHEET E2 FOR UPPER LEVEL ELECTRICAL PLAN. SHEET TITLE LOWER LEVEL PLAN AND SCHEDULE MATRIX Y24G 5ENFRATIDN 3802.1 VARIATION STANDARD DRAWING NUMBER E0108R1.382 MEET NUMBER 101 lud CONTROLLER ON ROOF OF WALK-IN BOXES I In L - - - - - - ---- ----j / I r I WP � I O3 1/2'C TO I HVAC PANEL- 6 WP0 i Ilk 25 2 I I ' I LEA - DOWN TO PA LS I{/ ICE MACHINE WP 9 W P 2 305 1 5 CUPOLA LIGHT I CONNECT TO I J BOX BELOW ROOF I I 13 3 CONNECT 0 i A RESTROOM LIGHT J BOX t - ---------- I I I \ --------------- ELECTRICAL ROOF PLAN A - ----------- _ PANELBCARD LA SCHEDULE 225 A. MLO, 208/12OV,3Ph 4W WITH GROUND BUSS CIR. N0. TRIP AMPS RE SIZE LOAD DESCRIPTION LOAQ IN AMPS/PHASE LOAD DESCRIPTION WIRE TRIP CIR. A B C, SIZE AMPS N0. 1 20 12 LIGHTING 14.0 1 11.2 LIGHTING (KIT) 12 20 2 1 3 20 12 LIGHTING i 14.011 9.6 LIGHTING (KIT) 12 20 4 5 20 12 WALK-IN LIGHTS I g,p I E,g MENU BD. 20 & D.T. M MENU BD. 12 20 --- 6 *7 20 12 � '+ I HT, 6.0 3.0 RECEPTACLES ON ROOF (2) 12 20 8 9 20 12 ILLUMINATED CUPOLA 1 8.011 1.5 CONVENIENCE 12 20 10 11 20 12 LIGHTING 12.7 6.6 EARMUFFS 3g 12 20 12 13 20 2 LIGHTING 13.8 11 19.2 HAND DRYER 10 30 14 15 20 12 LIGHTING 12.6 19.2 HAND DRYER 10 30 16 17 20 12 LIGHTING i0.6 8.0 BACKGROUND MUSIC & SECURITY 12 0 18 I9 20 12 LIGHTING 12.2 9.0 SPARE -- 20 20 21 20 12 LIGHTING 111 11.2 11 9.0 SPARE __ 20 22 23 20 12 HVAC CONTROL PANEL 4.2 11 4.5 FIRE SUPPRESSION 12 20 24 10 PYLON SIGN l4.6 9.2 PARKING LOT &SlGN LIGHTING 10 20 2610 L291�J20 PYLON READER BOARD, SIGNSPARKING LOT LIGHTING 10 20 2$ !0 OPTIONAL BUCKET 14.011 9.0 SPARE -- 267 30 4- PROVIDE LOCK -ON DEVICE PANELBOARD PA SCHEDULE 225 A, MLO, 208/12OV,3Ph 4W WITH GROUND BUSS CIR. NO. TRIP AMPS WIRE SIZE LOAD DESCRIPTION LOAD IN AMPS/PHASE LOAD DESCRIPTION WIRE TRIP CIR. q [ r SIZE AMPS N0. I 15 3P 12 EXH. FAN 3 4 - - 8.4 41.0 ROOF -TOP UNIT #1 6 60-3P 2 12 i - - 8.4 41.0 - - 6 _ I 12 1 __ _ - 8.441.0 6 +� , 7 20-3P 12 WALK-IN COOLER(304 13.3 24.0 CONVECTION OVEN 01 10 30-3P 8 12 12T__ 13.3 1 2.0 ' 10 10 13.3 Is. 13 30-3P 10 WALK-IN FREEZER 04 18.3 13.3 I !CE MACHINE 30 12 20-2P 14 10 t8.3 ___ 13.3 --�-- 1 - 12 W 19 20-3P 10 12 'y 18.3 19.7 TANKLESS WATER HEATER B11 10 30-2P 18 HEATED DISPLAY 25 12.5 19.7 1�- 10 12 12.5 1119.7 TANKLESS WATER HEATER 811 10 30-2P y 22 12 12.5 1119.7 U520-3P I - SUPPLY FAN 6 TANKLESS WATER HEATER 8il -2P 26 - 1 ! 9.7 +� ----- dO3 -� - 7.1 - SPACE--. 30 --------------- L-------- W4 W2 1 I W2 211 21 W4 W2 W4 1 TO (13 21 I W41 I TO---- - - - - -- --- T---- - �B4 I \ T _ WI 8 I I ---------------------------------------I 16 -'' \ wl 4 WI W! wl 5 I A LA I A 3 7 _xr W4 I I I 4 x x x x x LB L� Y / SEE SHT. __4 - - - - ♦` I / I STUB -UP FOR 1 --- -- +- I -- --- --- A. -- , ALA ALARM PANEL I 5 I LB 6-y4"C TO LA , I t ' SEE SHT. A8 I 8!4 - - - - -PAN I i 31 31 31 31 42" A.F.F.) // 15 I 1 1 PANEL. (BOUT , I - - c A '-HVAC CONT ! �� 38 A ;' A-2 \ % A-2 ♦r w ` ri 1 WI I L 20 \ J 4 A 6 P6mEL \ 'r / \ \ ; ♦ \ ;. \ \ / l\ , J, IiVAC ------ ----- TO 1 L, 12111 - - - - - - - t - - t - - - - - -+ - // / \ S�E \ ,' ,' `\ / ♦ / \ / ♦ , \ ,' / - - - - - 1 W' I i 407 I�/? /y` 2'-g"' ., ^ 15'-$' >. < ! i 29 .\ ! I IJ i T O 17 I // P / , +. 36 I I 7 / A-2 x ♦ I NL- I f '� 7 , ♦ /NL 3 w! _ r ` 1 - IS I ---------- 1 STUB -UP FOR I I i I \V B /,.♦ . . r , , ` ALARM PANEL, �- '---- ---I---- --�-- _, II ! \\ // '� Q S I 1 SEE SHT. A$ { I - I I - - - - - - - - - \\ /// r `\` r, `� `��7�," ♦` , .\ ' Ab W! HVAC I / / ' \ r 1 - - - - - - - PANEL / '< , ' ,' ,' V V-AC PAEf -' 7 , W2 i-- - -- -- - - --------,'--- ---' ----- / ' 2' �_ q � I -I- ,. 3 C TO h a I V V V \ - �- - ---------- _ r , , , , x , < . 7 Q \ / -Fj FI 7 X , -- iCONTROLS 3 C - I , I-------Ir S :EI \>�r \>�/ 6`� C' 3 V 3 ♦� �HOAC`ROLS �\ r.r \\ /,' \\\/ % .\/, -- I I -7 I -- ------I--- iHVAC 3 A-2 II \\ /9E r x i ---'-- - - - - - -- - - - -- II >' �`,'� ,'' \y'' ``�q�/ 13l ly -- - ----T-- -- ---- - --- I + I \ / / x ,' x ' ` r \ ,' \ ' \ r ♦ ,' I / A I r ♦ ♦ / \ / , / \ r \ , V r MDP PANEL --I--- 2 { \1-7 CT CABINET -- - - -- !----- - - '--- ---I----I-------- II \ / , ♦ , ; ,v\ ,}\ '♦ r\ ,� METER LC PA I A-2 LI , , 1j --- - X. y I-- -- - , -Tn 1 W2 W" ! WI W2 WI K I i I W2 wl A; wl wl wl I I ---------------------- - - - - - - + -------------------- - - - -I ---I-----------------1--- TO EXHAUST FAN SWITCH ON ROOF O I I EQUAL EOUA1. UPPER LEVEL ELECTRICAL PLAN 1/ "_1,-p, 14 ALL 'W' FIXTURES ARE FACTORY PREWIRED WITHIN EACH AWNING SEGMENT. REFER TO LIGHT FIXTURE SCHEDULE. E.C. TO MAKE CONNECTIONS BETWEEN SEGMENTS. EQUIPMENT WIRING SCHEDULE EQUIPMENT I.D. I ELECTRIC I DESCRIPTION OF WIRING CONNECTIONS 20 MENU BOARD l20V/2.5A/.2,3KW FLUSH OUTLET W/ � 8'-6" A.F.F. WIRE THRU BUSHED I15V/2KW COVER PLATE & CONNECT. 29 ,WARMING CABINET FLUSH TWISTLOCK IN CEILING. HUBBELL 26!OA,30A/25V. 33 SANDWICH fEARMUFF 120V/3.3A 115V/9.5A/60HZ/I/3HP FLUSH DUPLEX WITH C 7'-0" A.F.F. - i �00 I DOOR FREEZER FLUSH SINGLE TWISTLOCK IN CEILING iO4 WALK-IN CONNECT COMPLETE TO LINE SIDE OF CONTROLLER. ,COOLER/FREEZER, FURNISHED AND INSTALLED BY COOLER/FREEZER VENDOR. Sp ICE MACHINE 208V/I0 PROVIDE 20A, 2P, WP TOGGLE SWITCH ABOVE ROOF ON (CONDENSER 'SIDE OF CONDENSER & CONNECT COMPLETE. li5 1SMOKE ,PANEL ALARM RECESS IN WALL WITH TOP 7'-0" A.F.F. FURNISHED BY ,KFC 815 INSTALLED BY G.C. EQUIPMENT WIRING NOTES ROOF TOP 208V/3Z/60HZ i UNIT #+ 160A, 3P, WP DISCONNECT SWITCH FUSED. 50AMP I ABOVE ROOF ON UNIT. WIRE & CONNECT COMPLETE TO LINE SIDE OF CONTROLLER,. FURNISHED BY KFC. 2� ROOF TOP 208V/30/60HZ 200A, 3P, WP DISCONNECT SWITCH FUSED 175AMP UNIT #2 ABOVE ROOF ON SIDE OF UNIT & CONNECT COMPLETE TO LINE SIDE OF CONTROLLER. FURNISHED BY KFC. 3 SUPPLY & 208V/30/1 HP/4.2A ,DISCONNECT SWITCH ON UNIT BY FAN SUPPLIER. EXHAUST FANS 6 I 208V/30'/I HP/4.2A 208V/30/2 HP/7.IA n JEXHAUST FAN #5j I iWEATHERPR00F THERMAL SWITCH ABOVE ROOF ON UNIT BY FAN SUPPLIER. WIRE & CONNECT COMPLETE. O'LLUMINATED CUPOLA 120V/8A CONNECT COMPLETE (2)400 WATT MERCURY VAPOR FIXTURES PROVIDED BY SIGN SUPPLIER. 9 SENSORS ABOVE LOCATE PHOTO CELL LIGHT SENSORS ON SIDE OF CUPOL. ROOF WITH CL 4'-0" ABOVE ROOF. MOUNT IN SHADE WHERE POSSIBLE. FURNISHED BY KFC. g19 INSTALLED BY G.C. 10SMOKE , DETECTOR I LOCATE ON SIDE OF RETURN DUCT WITH 12" SAMPLING TUBE INTO DUCT. EXTEND 2 CONDUCTORS TO EVAP. FAN STARTER FOR FAN SHUT DOWN AND 2 CONDUCTORS TO THE SMOKE ALARM PANEL. FURNISHED BY KFC INSTALLED BY G.C. 815 OCONVENIENCE 13 RECEPTACLE WEATHERPROOF GFIRECEPTACLE MOUNTED ABOVE ROOF FLUSH IN PARAPET WALL. I4 OUTLET WITH DROP CORD 'PROVIDE (HUBBELL 3/C #12 SO DROP CORD EQUIPPED WITH A 2311 PLUG ON UPPER END &, TERMINATED IN BELL CO. CAST ALUMINUM BOX, ATTACHED TO TABLE, AT LOWER END, USING A HUBBELL SHC-1038 STRAIGHT CONNECTOR. PROVIDE A HUBBELL 2310A SINGLE TWIST - LOCK RECEPTACLE IN A 4" SQUARE BOX WITH EXTENSION RING FLUSHED IN CEILING & EQUIPPED WITH A STAINLESS STEEL PLATE. SUPPORT BOX FROM STRUCTURE,INDE- PENDENT OF CEILING, & BRACE BOX FOR HORIZONTAL AS WELL AS VERTICAL FORCES. 15 FUTURE MONITOR 120V/.35A/10 FLUSH DUPLEX WITH (L 7'-0" A.F.F. 16 FUTURE MONITOR 120V/.35A/I0 FLUSH MOUNT DUPLEX (� 42" A.F.F. 17 COOLER/FREEZER 120V 4x4 W.P. JUNCTION BOX RECESS @ 9'-0" A.F.F. FLUSH LIGHTS WITH EXTERIOR SURFACE. CONNECT COOLER/FREEZER LIGHTS PREWIRED @ FACTORY TO BOX. E.C. TO RUN - WIRE TO PANEL_ L.A. S (RECEPTACLE CONVENIENCE ! FLUSH SINGLE TWISTLOCK IN CEILING. N O W N DO N Z v +- w U > W a� Y r C) U = 4 D w V) O ]C w w a w U = J O J 0O> Q w J d N 9 W W O L_ LIGHT FIXTURE SCHEDULE TYPEIOTY.'MFGR. & MODEL N0. LAMPS ! MOUNTING BY '1 REMARKS A 1.1 ILITHONIA 2GT44OAl2-120ES(4-F40CW/RS/EWII,LAY-IN E. C. ,CRESENT 24GP440-120-ESB-MK3 A2 15 LITHONIA 2GT24OAl2-12OFSi2-F4OWW/RS/EWIIjLAY-;N E. C. ,CRESENT J 24GP240-120-ESB-MK3 f B 3 LITHONIA 2M44OMAI2/ES/120V -F40WW/RS/EWI I URFACE E. C. STANDARD BY R.A.B. CRESENT i24BNM440-12O-ESB-MK3 ! ! DRAWN �r H.C.G. C LITHONIA FS240Al2-120ES 2-F40WW/RS/EWI .. OVI E MOUN ING CHECKED CRESENT 14FL240-120-ESB-MK3 1 ' I FRAME IN DRYWALL f _,,ING DATE MARCH 3, 1989 HUBBELL K17c E! I KFC-160 WITH PHOTOCELL 1-15OW/H.P.S. ALL IC' AFF 007 REVISIONSI DESCRIPTION 03/15/90 G I PAULDING 1625 PORCELAIN A-FI SURFACE ON E, C, GENERAL REVISION 4110190 KEYLESS II-IOOW FLUSH CEILING OUTLET CHANGE EXHAUST J 2 HORIZON PENDANT(CUSTOM) 60W/A/19 CLEAR PENDANT 66" K7 LAMP BY KFC HOOD TO 24, , 05A 1/90 A.F.F. 821 JI 2 HORIZON WALL SCONCE 60W A/CL (3 JBOX � K LAMP BY KFC I' \ GENERAL REVISION RPE (CUSTOM) 5'-9" A.F.F. 822 ' KI 2 11' DIA. ENTRY DISK LIGHT (CUSTOM) � 2-60A/CL I WALL MOUNTED KFC THIS FIXTURE IS TO NDANTS I 114" DIA, ENTRY DISK LIGHT �, � � ,0" A.F.F. STUCCO 7'-0' 805 BE USED WITH THE BRICK EXTERIOR. �R I(CUSTOM) A.F.F. BRICK REFER TO SHEET A6 ( 4 LITHONIA S130HRS 11-F30WW/RS/EWI I SURFACE WHITE E. C. I LOCATE IN SERVICE j CRESENT C130R-120 i LAMP HOLDERS COUNTER. SEE BUTT CLOSE DETAIL 9 SHEET A15 SLEEVE GUARDS W/ END VARIATION BY E.C.-CAPS TOUR". TUBEGUARD. DRAWN BY D.T.M. R.A.B. V 12 LITHONIA 4' FLUORESCENTS!-F40CW-RS-EWI I I ABOVE CEILING E. C. FIXTURE & LAMP 140HRS120ES I CHECKED INSTALLED BY E.C. BY H.C.G. 8-30-1991 I CRESENT LOCATE CENTER OF DATE C!40R-!20-ESB-MK3 ; FIXTURE P/2' MIN. DESCRIPTION REVISIONS FROM TRUSSES. WI 24 fLOUISVILLE LAMP LA 296 2-F96T12DHO WALL MOUNTED AWN'G FACTORY MOUNTED & REVERSE IHOOL HIGH OUTPUT ALUM. I FIXTURE DAMP LABEL 11'-0' AFF SUPP. PREWIRED BY AWNING I SUPPLIER. CONNECTION I BY E.G. COLD WEATHER BALLAST _ I WHERE APPLICABLE. W?_ 8 LOUISVILLE LAMP LA 248 2-F48T12DHO WALL MOUNTEDIAWN'GI FACTORY MOUNTED ! HODL HIGH OUTPUT ALUM. FIXTURE !I'-0" AFF ,SUPP. i PREWIRED BY AWNING DAMP LABEL I SUPPLIER. CONNECTIO BY E.C. COLD WEATHER BALLAST WHERE APPLICABLE. W4 I 6 LOUISVILLE LAMP LA 272 HODL HIGH OUTPUT ALUM. 2-F72T12DHO i WALL MOUNTEC AWN'G FACTORY MOUNTED & FIXTURE DAMP LABEL I I'-0" AFF SUPP. PREWIRED BY AWNING SUPPLIER. CONNECTIO BY E.C. COLD WEATHER BALLAST SHEET TITLE f (WHERE APPLICABLE, UPPER LEVEL PLAN X 3 LITHONIA H2MSWIR INCLUDED E. C. AND SCHEDULE MULE EXP-I Y 1 iSKYLIGHT: ALP-SWA-125-22 I KFC INSTALLATION BY G.0 Z23 Z2q j (WHITE ACRYLIC) & BRASS , ! INSTALL W/ SMOOTH ' GRID, CHICAGO METALLIC 8�� FACE UP. Y21, Y24E, Y24C lOR EQUAL I 5) 2'x2' ACRYLIC X23, X24 HORIZON (i PANELS REQUIRED. GENERATION SEE DETAIL 8, 3802.1 SHEET A14, VARIATION STANDARD DRAWING NUMBER E0212R1.382 I I SHEET NUMBER I NOTES: I. "CUSTOM" FIXTURES AVAILABLE THRU SPECIFIED LIGHTING PKG INC OR RUEFF LIGHTING CO. E2 2. ALL LIGHT FIXTURES TO BE INSTALLED BY E.C. UNLESS OTHERWISE NOTED. NOTE: 10/1 RUN CABLE ABOVE CEILING TO WALL. RUN CABLE DOWN WALL AND ELECTRICAL LEGEND THE 104 CONNECTING BLOCK IS MOUNTED CONNECTINt') OUT UNDER COUNTER. EXIT WALL VIA JUNCTION BOX AT 24- AFF ---- 1608 0 42"A.F.F. IN MANAGER'S OFFICE. BLOCK SLAVE SYMBOL DESCRIPTION REFER TO SHEETS EQI& EIFOR LOCATION. 4 PAIR 24 GAUGE RUN EXIT WALL VIA 2'x4' JUNCTION BOX 12N AFF TYPICAL TO MANAGER'S OFFICE TWO 2-WIRE PANELBOARDS- SURFACE AND FLUSH MOUNTED RESPECTIVELY. MODULAR SEE RISER FOR MOUNTING HEIGHT. CONNECTORS 21 DRIVE-THRU A 2 _T COUNTER < 2 WIRE IN (TIP & RING) DISCONNECT SWITCH 2 WIRE OUT (TIP & RING) 0 WITHIN THE SAME SHEATH LIZ COMBINATION MOT OR STARTER AND DISCONNECT SWITCH _j ALLOW 5' VIDEO CABLE BENEATH COUNTER. MOT OR OUTLET Lij TRANSITION CABLE UP THRU WALL. EXIT OPTIONAL 0 WALL THRU 2'X4' JUNCTION BOX AT 60" AFF. SLAVE MASTER SLAVE SLAVE DAA BOX M JUNCTION OR OUTLET BOX EXPOSED Ld JUNCTION OR CUTLET BOX CONCEALED ABOVE CEILING 0- TSALAD DISPLAY JUNCTiON OR OUTLET BOX F! USHED IN WALL OR CEILING 2 2 MANACER'S PHONE 2 5 3j _C WALL AND CEILING OUTLET, RESPECTIVELY. LIPPER CASE LETTER REFERS To TYPE 0 ENTRANCE ALLOW 5' VIDEO CABLE BENEATH COUNTER. TRANSITION 7 oj 11 FACILITY CABLE UP THRU WALL AND PLACE REMAINDER OF CABLE LISTED IN FIXTURE SCHEDULE. AS SHOWN. TAG END OF CABLE 'FOR FUTURE MONITOR'. 50A,4P,30 RECEPTACLE OTHER PHONE(S) 6 GOA, 4P, 3,0, 5 WIRE RECEIPT ACLE SECURITY ALLOW 10' VIDEO CABLE BENEATH COUNTER. TRANSITION L L SINGLE 20A, 125 VOLT RECEPTACLE CONNECTION SPLICE CABLE UP THRU WALL AND PLACE REMAINDER OF CAB . LE PANEL BOARD LB FRONT AS SHOWN. TAG END OF CABLE 'FOR FUTURE MONITOR COUNTER DUPLEX 20A, 125 VOLT RECEPTACLE (18"AFF UNLESS OTHERWISL NOTED' DIA. COPPER ROD /xK LIGHT SENSOR -ON ROOF 8'-0' LONG, 4' A. F. F. BY ELECTRICAL CONTRACTOR REMOTE LIGHT FIXTURE BALLAST, MOUNT ON WALL ABOVE LIFT OUT CEILING. r NCR PREPARATION- SCOPE OF RESPONSIBILITY (ZD2 NUMBER IN SYMBOL REFERS TO EQUIPMENT SPECIFIED IN EQUIPMENT SCHEDULE OF EGI. NOTE: NOTE: K F, CC NCR --COORDINATE WITH LOWER LEVEL ELECTRICAL PLAN. ELECTRICAL CONTRACTOR NUMBER INSIDE CIRCLE' REFERS TO NOTE THAT APPLIES ONLY TO THE DRAWING FURNISH REQUIRED AMOUNTS OF TWISTED AND VIDEO CABLES. SEE SHEET El. TO PULL ALL INPUT/OUTPUT ON WHICH THE SYMBOL APPEARS. --IF OTHER THAN DOCUMENTOR CONSULT MANUFACTURER'S CABLES THROUGH COUNTER PURNISH AND INSTALL ELECTRICAL OUTLETS FOR NCR EQUIPMENT PER PLAN E-1. INSTALLATION INSTRUCTIONS. & PVC CONDUIT. SIGN & EVERGENCY LIGHTING UNiT. Kt COMBINATiON EXIT PULL CABLE AND COIL PER PLAN E-3. INSTALL PLYWOOD FOR MONITOR SUPPORTS PER PLANS A2 & A3. RUN CABLE THRU COUNTER SINGLE POLE, TWO POLE AND THERMAL SWITCHES, RESPECTIVELY. CASH REGISTER NOTES t t2 tT FURNISH AND INSTALL 104 CONNECTING BLOCK PER PLAN E Al F WEATHERPROOF 0 LIJ N 1 4' EMPTY PVC CONDUIT WITH LONG RADIUS ELLS FOR INPUT/OUTPUT CABLE BY ELECTRICAL CONTRACTOR. :D 0 A.FS. ABOVE FINISHED FLOOR z rr COIL 20' DLC TWISTED CABLE NEAR END OF COUNTER FOR HUBBELL #I G 2110 RECEPTACLE BY AM DOCUMENTOR (TWIST LOCK). Ld u > FUTURE HOOK-UP OF NCR CONTROLLERS AND CASH REGISTERS �3 NF NON -FUSED uj >_ NCR PREPARATION MUST BE COMPLETED EVEN IF STORE OPENS USING DOCUMENTOR. INPUT/OLITPUT CABLE BY AM DOCUMENTOR. It !!-- IF STORE OPENS USING NCR, REFER TO PLAN AD -I FOR ADDITIONAL SCOPE OF WORK. INSTALLATION NOTES I' EMPTY CONDUIT TO TELEPHONE OUTLET BY ELECTRICAL CONTRACTOR FOR DATA ACCESS GFI DUPLEX GROUND FAULT INTERRUPTER RECEPTACLE ARRANGEMENTS BY AM DOCUMENTOR. INDICATES CONDUIT CONCEALED IN WALLS OR CEILING. CROSS -HATCH MARKS of 7 BEGIN ROUGH -IN OF CABLE FROM OFFICE AREA. RUN TO FRONT COUNTER AND DRIVE-THRU AREA. DATA ACCESS ARRANGEMENTS BY AM DOCUMENTOR. E.C. TO INSTALL 12OV/10 SIMPLEX RECEPTACLE. INDICATE WIRES (EXCEPT GROUND). LONG HATCH LINF7S INDICATE PHASE CONDUCTORS, :D Ltj TWISTED CABLE (SHOWN SOLID) SUPPLIED BY KFC. INSTALLED BY GC. PULL CABLE CONTINUOUSLY. Ln 0 �,e DO NOT CUT. �_HORT LINES INDICATE NEUTRAL. GROUND WIRES A4 NOT SHOWN. WIRE SIZE uj LL VIDEO CABLES FURNISHED IN 75' AND 33' LENGTHS, (SHOWN DOTTED) SUPPLIED BY KFC, GROUND WIRE SHALL BE SINGLE INSULATED #12 SOLID WIRE ONLY, CONTINUOUS AND UNBROKEN IS NO. 12 AWG UNLESS INDICATED OTHERWISE. I— THROUGHOUT THE CIRCUIT. THIS WIRE TO BE STRIPPED AND LOOPED AROUND EACH RECEPTACLE < a: Lij INSTALLED BY GC. TO THE LAST RECEPATACLE IN THE CIRCUIT. GROUND WIRE & TWO #12 WIRES TO BE IN Y4` CONDUIT. CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, OTHERWISE SAME AS ABOVE. C) _j ALL CABLE INSTALLATIONS ARE FOR FUTURE NCR EQUIPMENT. NO TERMINATION REQUIRED. INCLUDE NO OTHER CIRCUITS IN THIS CONDUIT. U) _j MINIMUM SPACE BETWEEN COMMUNICATION CABLES AND FLUORESCENT, NEON, AND INCANDESCENT SPECIAL PHONE JACK FOR DAA RJ41-S (TEL PART #97A) RING EOUIVALENCY: 3A; Ln 0 > BULBS IS I FOOT. CD SCC-NUNABER: AK496E-62349-PC-E. INDICATES CONNECTION TO FIXTURE. COMMUNICATION CABLES MUST �OT BE INSTALLED IN A CONDUIT CONTAINING POWER CABLES. 0 POWER CABLES ARE DEFINED A CARRYING 50 OR GO HZ WITH AMPLITUDES GREATER THAN 24V RMS. INDICATES CONDUIT TURNED UP. Ld 9) __j COMMUNICATION CABLES MAY SUPPLY LOW LEVEL POWER (LESS THAN I WATT AT A MAXIMUM 0 N cn VOLTAGE OF 24V RMS). DOCUMENTOR CASH REGISTER INDICATES CONDUIT TURNED DOWN. 0 COVER ALL 2'x4' RECEPTACLES W/TELEPHONE RECEPTACLE COVER PLATE. INSTRUCTIONS INSTALLATION DETAIL WALL MOUNTED TELE(PHONE OUTLET COMMUNICATION CABLE DETAIL N. T. S. Fs_Q SMOKE DETECTOR NL - 'T TO SHUNT TRIP CIRCUIT BREAKER FOR CIRCUIT 24 PANEL LC IN MAIN DISTRIBUTION PANEL PANELLA STANDARD DRAWN BY R. A. B. MICRO SNAP CHECKED BY H. C. G. SWITCHES IN SUPPRESSION N —0. DATE MARCH 3,1989 SYSTEM RELEASE MANUAL RESET REVISIONSI DESCRF710N MECHANISM RESET RELAY 03A5/90 ENCLOSURE NC. GENERAL REVISION 7 PILOT LIGHT . j Ki KI b FIRE SUPPRESSION SYSTEM -KI RESET RELAY WITH PILOT LIGHT RELAY (2 POLE) FOR S�ARTA' STUB ABOVE CEILING FOR AND MANUAL RESET FURNISHED EF�, EF4 Sr"E, VOLUME CONTROL, MONITOR BY ANSUL SPEAKER AT PACK TAB! - F AND WIRELESS SYST EM B_ RELAY ALLEN BRADLEY 4700-N,201AI AN TENNAS Ti- FURNISHED BY ELECTRICAL CONTRACTOR VARIATION F.R.P. BOARD & TRIM — I T DRAWN By D.T.M. R. A. E3. sx F FIRE SUPPRESSION SYSTEM F.R.P. BOARD DATF 8-30-1991 & TRIM E L LE C TRICAL SCHEMA-TI- I C REVISIONSI DFSCRIPTION INDOW CONTROL UNIT D PLEX OUTLET FOR 4'Y% -SO. BOX RECESSED NO SCALE Jrw PLUG-IN TRANSFORMER FOR WIRELESS REVERSE F T 112- CONDUIT P 0 W E R CONNECTOR[-- DUPLEX OUTL I FOR C04MUNiCATION 208V TO CIR #1 IN MULLION DIGITAL LOOP DETECTOR SYSTEM--G'-O' A.F.F. 10 RECEPTACLE FOR R OPTIONAL WIRELESS RELAY IN HVAC/ DAA BOX COMMUNICATION LI(",HT!NG CONT ACTOR TELEPHONE RECEPTACLE DIG,TAL LOOP CONDUIT [PANEL I FLUSH JUNCTION BOX DETECTOR IN FACE OF rOUTLET OUTLETS ON REAR WITH STAINLESS WALL -MOUNTED EFSTARTER WALL OF CABINET 0 STEELPLATE AND JACK M vi F - - - - - - - - -- - PLUG �!o _�T 06 CONDUIT IN WALL 0 0 6 PLUG-IN IN FACE OF SHEET TITLE w TRANSF R ER I—_ 1 1 F'- - F.R.P. BOARD AND TRIM--� A LEGEND, MAIN pT C, SF STARTER k DISTRIBUITON, CIR. #25 PILOT LIGHT CIR. #25 j PLAN & DETAILS (I 13A PR CONTROL CABLE T _�RECEPTAC�E 12" A.F.F. lo I -BROWN -YELLOW & I -RED -ORANGE PR R MATRiX L - - - - tj WINDOW FOOT SWITCH---\ [\� Aw 1 .1 1- 1 L I 1 11 E, M2 t r FOR CABO,AITOR & POST ALL 7 4- VIX T N.O. OF BASE CABINET - - - - - - - - -- - - - - - - - - - p MOUNT ON SIDEWALL INTERCOM CORD CONDUIT--/ ENIERATION Vlk 7,� FOR FOOT SWiTf IU I %� I SUPPRESSION �;z �4�, H SYSTEM w x RELAY VARIATION A - I -, "" � i'� - - C E (2)DUPLEX OUTL MOUNTED WITH BLANK 2CA/125V/3P �LU Z, 4 V4, SMOKE DETECTOR IT 0j; SO. BOX SURFA ETS SH STARTER COIL 4 RECEPTACLES (CIR&JIT L COVER AND JACK FOR -OR EF43 %,p T W, E030 RI.382 TS ARE SHOWN AS IF 0k_ L DETECTOR AND MENU U, SHEET NUMBER sg BOARD SPEAKER LF FOR EF *14 v v NOTE: DRAWING NUMBER j �'J STANDARD FOOTSWITCH % K Y4'C TO VEHICLE �1 �2 STARTER COIL . . . . ...... V z g,� A, - UADINET FR[)NT WERE REMOVF' 7z STARTER COIL 4 'u - i 11�,� .". 41� 5-.4 w- , 6� -7 4 L4 SF #6 LI] -THRU COUNTER & DRIVE-THRU SIDE CONTROL CIRCUITS FOR ROOF -TOP DRIVE I E:1 T RANSITION �E_R E U3 V, w SUPPLY & EXHAUST FANS E N V V�1, A7 VA w FRONT COUNTER EL EVA TION- SERVICE SID COUNTER ELEVATIO WIND )W F- _.EVATION NO SCALE & REQUIREMENTS AND SPECIFICATIONS INSTRUCTIONS TO BIDDERS 1 Bidders shall carefully examine the documents and the construction site to ;+ obtain first hand knowledge of existinr, conditions. Contractors will not be given extra payments for conditions which can be determined by examining the site and documents. 2. Bidders shall carefully examine the drawings and specifications for compliance with all applicable codes, ordinances and regulations. Non-compliance must be reported immediately in writing to KFC. Contractors will not be given extra payments for deviations not so reported prior to contract award. 3. If the Owner of the building is other than KFC Corporation, all references in the Contract Documents to KFC, KFC National Management Company, or KFC Corporation shall be interpreted as "The Owner". Abbreviations on M, P, and E Drawings that indicate by E.C., H.C., P.C., denote trade responsibilities. 4. Performance Bond and Labor and Material Payment Bond Bonds - Performance bonds, labor and material payment bonds shall be supplied to the Owner by the General Contractor prior to start of work, each in the amount of 100 percent of the Contract Price, in the form of AIA Document A311, latest edition. Premium for bonds shall be included in Contractor's Bid. 5. Bidders shall carefully examine the drawings and specifications for any conflict, error or omission and report such immediatelr in writing to KFC prior to contract award. Failing such notice the Contractor shall be liable for all expenses, resulting from such conflict, error or omission. 6. It is not the intent of these specifications to restrict unduly the selection of materials and equipment, but to provide a standard of workmanship and performance. Where a particular system, product or material is specified by name, it shall be considered as best suited because of its quality, appearance or function in the work. Other products considered equivalent to the specified item, by the Contractor may be used providing the Contractor shall get in writing the consent of the Owner, KFC National Management Co., to make such substitutions. If not approved, the Contractor shall furnish the specified type. 7. Change in Work - The Owner, without invalidating the contract, may order changes in the work within the general scope of the contract consisting of additions, deletions or other revisions, the contract sum and contract time being adjusted accordingly. All changes in the scope of work must be discussed with and agreed by the KFC Construction Manager prior to the Contractor proceeding with those modifications. All KFC work,Authorizations Forms will be provided to the - Contractor and serves as the official document authorizing the change in the work. The subsequent KFC Change Order Form G-701 will be submitted by the Contractor, with all appropriate substantiating documentation, so that the Contract Sum might be modified. BICDING FORM AND INSTRUCTIONS Bid form and specific bidding instruction may be obtained from KFC National Management Company. CONTRACT FORMS CONTRACT 1. The Contract shall be the "Construction Contract" as issued by KFC. 2. Contractor shall secure certification of inspections and occupancy from authorities having jurisdiction, and deliver them to the Owner upon completion of the work. Contractor and subcontractors shall pay all required fees, obtain and pay for all permits required in connection with the execution of his work. SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS SECTION 01001 - SUMMARY OF WORK 1.0 The work in the contract consists of the construction and completion of a restaurant building, including all its appurtenances, site work, landscaping and any off site improvement required or necessary, shown on the drawings; all in accordance with these specifications and the accompanying drawings, excepting only those items specifically shown, noted or specified as not in contract. SECTION 01011 - SPECIAL CONDITIONS 1.0 Work by Others: (a) FreesbandiLSi n: Refer to Site Plan. Responsibility for furnishing erection of the freestanding sign shown on the drawings will be with the sign company, as will be engineering requirements relative to sign and footing. Sign company will be responsible for construction of footing and - electrical connection of the sign on the property. Contractor to provide conduit and wiring to sign location. (b) Building Signs: Shall be supplied and installed by the sign company paid by KFC. (c) Site Signs: See Site Plana Where drive-thru window signs are required, Contractor shall provide conduit and wiring. The base shall be provided by sign company. Sign company will furnish and install signs. (d) Equipment: Refer to Equipment Plan (Sheet EQ1) (1) All equipment noted as furnished by KFC will be purchased and shipped by KFC. This equipment shall be unloaded, assembled and set in place by the Contractor. (2) All equipment noted as furnished by KFC and installed by Contractor shall have all utility connections, leveling, adjustments, and final installation executed by Contractor unless noted otherwise. (3) Receipt of Equipment - During the course of the construction, some deliveries of equipment and miscellaneous items will be made to the job site by common carrier. If during the receipt of those items by the Contractor's representative any missing or damaged items are observed, the receiving person shall, a. Make a notation of the discrepancy on the delivery ticket. b. Call the delivery carrier and advise him of the problem. c. Call KFC Co -Op (502) 459-2700 and advise them of the problem. (4) Walk in Cooler is to be furnished by KFC and installed by the Contractor. The Contractor shall install all equipment related to cooler as designated on the drawings. (e) Contact KFC representative regarding questions about installation of equipment. Various equipment by oth,>rs will be installed, provided and/or furnished to complete the Project. It is the responsibility of the Contractor to fully acquaint himself with the exact extent of all work and/or equipment which will be included within the completed Project. (f) Interior Signage. Furnished by KFC and shall be installed by the Contractor. SECTION 01501 - TEMPORARY FACILITIES SECTION 02221 - EXCAVATION AND BACKFILL 1.0 GENERAL tt 1.0 Excavate for buildings, structures and adiacent areas to grades and levels as 1.1 Furnish all labor, materials, equipment and services necessary to erect and indicated or required for foundation on plans. maintain temporary facilities and perform temporary work required in the performance of the Contract and as described below: 1.1 Include miscellaneous excavation as indicated on drawings or in specifications for footings, steps, ramps, retaining walls, light poles, post holes, drywells, 2.0 SANITARY FACILITIES area drains, etc. excavation for pile caps if same is required due to soil conditions. 2.1 The Contractor shall furnish, install and maintain ample, temporary sanitary facilities for the workmen. Permanent toilets installed on the Project shall 1.2 Materials to be excavated are assumed to be earth or other :materials that can be not be used during construction of project. Clean fresh drinking water shall be removed by power shovel or other normal excavating equipment, but not requiring furnished by the Contractor. All such facilities and services shall be the use of explosives or drills. If other is encountered within the limits of furnished in strict accordance with existing governing health regulations. the excavation, notify KFC immediately. 3.0 HEAT 1.3 Maintain temporary barricades, fences and bridges around.excavated areas, with warning signs and/or lights as required by code, to protect public and workmen 3.1 Contractor shall provide all temporary heat required during the period of the from injury during work carried out under this contract. construction. All costs of heat shall be borne by Contractor until Owner receives beneficial occupancy of the building, then the Owner will share heat 1.4 Suitable bearing for foundations - All wall footings and column footings shall cost on a pro-rata basis for areas occupied until Final Acceptance. rest on soil having a minimum soil bearing capacity of 1600 lbs. per sq. ft. Soils with less than 1600 psf bearing capacity should be carefully reviewed for 4.0 ELECTRICAL SERVICE AND LIGHTING other problems of excessive settlements, etc. Refer to soils report for specific recommendations. Provide compaction of existing subgrade soil and new 4.1 Contractor shall provide and maintain temporary electric service and lighting as fill in compliance with AASHTO T-99, Method D, also known as ASTM D698, Method required for construction ',and any equipment or fixture installation during D. Fill material shall be at optimum moisture content for compaction. construction by the Owner and his separate contractors, necessary for substantial completion of the work. Contractor shall pay cost of temporary 1.4.1 Cohesive Subgrade: 95% compaction. electrical service provided. �.._. 1.4.2 Cohesion less Subgrades: 100% compaction. 5.0 TRAILER STORAGE 1.4.3 If suitable bearing is not encountered at the depth indicated on drawings for foundations, the Contractor shall immediately notify KFC. Do not proceed 5.1 The Contractor shall provide a separate 25' long enclosed and secured trailer to further until instructions are given by authorized representative of KFC. the job site for receipt and securing various drop -ship items supplied by KFC and other vendors. 1.5 Fill under paved areas and slabs on grade shall be compacted to 95% standard proctor. Deposit fill material in horizontal layers not exceeding 4" in depth 6.0 TEMPORARY TELEPHONE and compact each layer with a mechanical tamper. 6.1 The Contractor shall provide a temporary telephone on the site for construction 1.6 Fill for unpaved areas shall be clean earth, free of all objectionable foreign use. objects. 7.0 1 REMOVAL OF TEMPORARY FACILITIES 1 1.7 The Contractor shall be responsible for notifying KFC immediately of any special soil or water conditions that are present on a particular site. Do not proceed 7.1 The Contractor shall remove temporary facilities upon completion of the project with further work until so authorized. at no additional expense to the Owner. 1.8 Contractor shall provide Owner with soil tests by Independent laboratory 8.0 CLEANING UP approved by KFC on all compacted fill as follows: One Standard Proctor on fill material. Six density tests on compacted fill at locations directed by Owner., 8.1 Contractor at all times shall keep the premises free from accumulations of waste materials or rubbish caused by his operations. At the completion of the work, he shall remove all his waste materials and rubbish from and about the job as 1.9 All site preparation data found in the drawings and/or specifications is well as his tools, construction equipment, machinery and surplus materials. intended to be minimum acceptable site standards, except situations as outlined below. 9.0 PROJECT SIGNS The soils report is" ased upon the subsurface conditions at the actual building site. If the soils report lists an allowable soil bearing capacity of the site 9.1 No signs may be erected on the job site unless approved by KFC. soil that is less than the required capacity of paragraph 1.4, KFC shall be notified immediately. If the soils report outlines a more rigorous method of DIVISION 2 - SITE WORK subsurface preparation, than.is herein outlined, the requirements of the soils SECTION 02051 - DEMOLITION report shall govern. 1.0 Demolish existing structures necessary for the completion of the work, except as SECTION 02281 - SOIL POISONING noted to remain. Notify all utility companies and arrange for cut off of all facilities and protect al remaining facilities. Remove all demolished material 1.0 Contractor shall provide a concentrate mixture of EPA approved toxic chemical from site unless otherwise stated in the contract. mixture to 5'-0" outside building limits. 1.1 All structures shall be removed to 1'-6" below existing or proposed grade or to 1.1 Contractor shall provide o one year warranty of termite treatment by an a depth which will provide proper soil bearing for footings, whichever is applicator approved by KFC. greatest. 1 SECTION 02501 - PAVING 1.2 All existing underground tilities shown are approximate and are to be verified by Contractor. KFC does �ot accept any responsibility for the accuracy of the 1.0 GENERAL location of existing utilities indicated on the Drawings. Verify location of existing utilities and exercise every precaution when working on or near these 1.1 Refer to soils report to determine most stringent requirement. areas to avoid damage to those existing facilities. Utility lines may be encountered in excavation that were not known or shown to exist, so caution 1.2 Pave as specified, paint striping arrows, etc. as shown on site plan. should be taken in all excavations. Active or Inactive utilities encountered by - the Contractor shall be handled in accordance with the requirements of the 2.0 MATERIALS utility companies. 2.1 Subgrade shall be free of extraneous materials, proofroll soil subgrade with SECTION 02111 - CLEARING AND GRUBBING heavy, pneumatic -tired equipment immediately prior to placing stone base. Any soft or unstable zones detected thereby should be undercut to firm soil and 1.0 CLEARING backfilled with engineered earth fill compacted as specified in Section 02221. The subgrade for all pavements shall be uniformly stable before any stone base is installed. No base material shall be placed if the subgrade indicates 1.1 Remove all trash, rubbish, shrubs, trees and stumps from entire lot unless noted pumping. other -wise on plot plan. 2.2 Base shall consist of 6" thickness of water bonded lime stone, crushed rock or 1.2 Protect against damage any lawns, shrubs, trees, roads, walks, and other work DGA. that is to remain in plat 2.3 2" thickness bituminous concrete hot plant mix binder course and 1-112" 1.3 Topsoil to be removed to its entire depth from areas to be occupied by thickness asphalt topping plant mix shall be applied over base. Minimum buildings, roads, parkinglareas and walks and legally disposed of, except that temperature at time of placement shall be 225'F. which is to be placed in landscaped areas. 2.3.1 Coarse aggregate (retained on the No. 8 sieve): ASTM C-131 (latest ed.) No more 2.0 GRUBBING than 40% wear. 2.1 Remove stumps, roots, larger than 1" diameter, boulders, and existing 2.3.2 Slag: Air cooled, blast furnace slab, with compacted weight of not less than 70 construction not suitable for bearing to the following levels. pounds, ASTM C-29 (latest ed.) `i 2.2 In areas to be occupied by improvements to not less than 18" below subgrade, 2.3.3 Fine Aggregate: ASTM D-424 (latest ed.) with a plasticity index of not more stumps shall be entirely removed. than 6.. 2.3 In other areas, not less than 6" below finish grade. 2.3.4 Filler: ASTM D-242 (latest ed.) SECTION 02211 - SITE GRADING 2.3.5 Bituminous Material. 1.0 BENCH MARKS TyTe and Grade Specifications H_ixinR Temperature Asphalt Cement AASHTO M 20 or 275' - 325' 1.1 Contractor shall establish two bench marks off site prior to excavation. 85-100 pen. ASTM D-946 (latest ed.) Elevation of bench marks shall be coordinated with bench mark established by licensed surveyor paid by KFC and shown on site plan. 2.4 Paint for pavement marking shall be white non -reflective paint conforming to the requirements of Federal Specification TT-P115c, "Paint, Traffic, Highway, 2.0 GRADING White." Paint shall be applied in accordance with the material manufacturer's recommendations. Width of lines shall be four (4) inches unless otherwise 2.1 Rough grade entire areas of property to reasonably true and even surfaces. indicated. Slope ground away from building walls to facilitate drainage. 3.0 INSTALLATION 2.2 Rough grade areas outside building to the following levels. 2.2.1 To undersi6e of paving, walks and other surfaced areas, 3.1 Surface preparation, spreading and laying, compacting and rolling operations shall conform with Asphalt Institute recommended specifications. 2.2.2 Planting areas to 8" below finish grade. 2.2.3 Lawn areas to 4" below finish grade. 2.3 Finish grading - Spread stockpiled and/or new topsoil evenly over lawn and planting areas. Bring to finish grades allowing for settlement. 3.2 Inspect area to be paved and insure that all subgrade conditions are sufficiently carried out to insure a good paving job. A finished surface shall not vary more than 1/8" in 10 feet when tested with a straight edge applied parallel with, or at right angles, to centerline of asphalt surface, humps or depressions which exceed specified tolerances or which retain water shall be immediately corrected by removing the defective work and replacing it with new material, at the Contractor's expense. Lot core samples shall be taken at locations determined by the KFC representative to determine compliance with these specifications. SECTION 02721 - SITE DRAINAGE 1.0 Storm Sewers: Where a storm water drainage system is required the Contractor shall furnish all labor and materials necessary to complete the system as required by lcoal code, or as shown on the drawings. 1.1 Surfaces Drainage: Contractor shall finish surfaces to slopes indicated on the site plan to obtain positive drainage of the surface water. 1.2 Silt and Erosion: Contractor shall be responsible for preventing silt from the site being carried by surface runoff and deposited on adjacent properties and drainage courses. Settling ponds and/or hay bales arranged to filter out silt shall be constructed as required by local codes and authorities having jurisdiction. Barricades are to be constructed prior to any construction, maintained during construction, and not to be removed until after paving and landscaping are completed. SECTION 02801 - SITE UTILITIES 1.0 Gas, water, sewer, telephone and electric service shall be connected to existing utilities by Contractor as required by utility companies. DIVISION 3 - CONCRETE SECTION 03301 - CAST -IN -PLACE CONCRETE 1.0 GENERAL 1.1 All concrete work shall conform to all requirements of American Concrete Institute AC1 301. 2.0 MATERIALS 2.1 All concrete shall be in transit mixed concrete, air -entrained 4% t 1% and shall attain a minimum compressive strength of 3000 p.s.i. in twenty-eight (28) days. 2.2 All concrete shall comply to applicable sections of ASTH C-94 (latest ed.) for Ready Mixed Concrete. 2.3 All concrete shall contain not less than five bags of cement per cubic yard. 2.4 Slump: Maximum allowable slump will be five (5) inches. 2.5 Portland Cement: Grey Portland Cement, ASTM C-150 (latest ed.) Type 1. 2.6 Aggregates: ASTM C-33 (latest ed.) Maximum size 3/4". 2.7 Admixture: Air -entraining type to meet ASTM C-260 (latest ed.). 2.8 Curing Compound: "Horncure" No. 30D 6 X, as manufactured by A. C. Horn Company. THIS PRODUCT IS NOT TO BE USED ON THE INTERIOR FLOOR SLAB WITHIN THE BUILDING. 2.9 Moisture Barrier: (Optional) 6 mil polyethylene. Tape all joints. 2.10 Grout under steel plates shall be "Embecco" (Non -shrink Grout). 2.11 Sand: Hard, durable, clean; slurp, natural sand free from clay, loam, dust or organic matter. . 2.12 Water: Clean, potable, free from oil, acids, alkali, organic matter and other deleterious substances. 1 2.13. Reinforcing Steel: Shall conform to ASTM A165 (latest ed.) Grads 60. r 2.14 Steel Fabric Reinforcing: Conform to ASTM A185 (latest ed.) 2.15 Metal Accessories: In accordance with ACI 315 or as shown on drawings. All accessories shall have plastic coated legs. 3.0 INSTALLATION 3.1 Slabs: Compact and screed uniformly to grade. Push aggregate below surfaces with a screen tamper and screed. Follow screeding with a bull float. Wood float and steel trowel to a uniform finish free from trowel marks, pinholes or blemishes. The surface plane tolerance for floor slab shall not exceed 1/8" in 10 feet when tested with straight edge. NO INTERIOR FLOOR SLAB SHALL RECEIVE A CURING COMPOUND UNDER ANY CIRCUMSTANCES. 3.2 Walks: Sidewalks shall be laid over crushed stone subgrade or sand cushion` fill. Walks shall be 4" thick reinforced by 6 x 6 W1.4/W1.4 W.F. and shall be broom finished. Walks shall have sawed or tooled joints 5'-0" maximum with tooled radius edges. Install 3/8" expansion joints at intervals of not over 25'-0" and similar joints at walls, curbs, etc. Clean and seal joints with sealant. 3.3 Curbs: Install 3/8" expansion joints, with non -extruding type bituminous premolded filler strips filled with sealant. 20, o.c. (max.) 3.4 All above grade concrete surfaces and slabs shall be cured with curing compound sprayed on in strict compliance with manufacturer's directions. 3.5 Concrete Reinforcement 3.5.1 Reinforcement shall be uncoated and free from excessive rust, mill,scale, oil, grease and other deleterious matter. 3.5.2 Reinforcement shall be accurately positioned and secured. Support by concrete, metal chairs, by spacers or by metal han&ers. Reinforcing bars shall lap 40 diameters at splices 3.6 Weather Requirements: 3.6.1 Hot Weater Placing: When hot weather conditions exist that would seriously impair quality and strenght of concrete, place concrete in compliance with ACI 305 and as herein specified. 3.6.1.1 No concrete shall be placed when the air temperature is greater than 90-F unless the following special procedures have been included in the Contract and reviewed by the Architect. Temperature of the concrete when placed shall not be greater than 90'F. Procedures for cooling, retarding and protecting in -place concrete du rng hot weather shall be in accordance with ACI 305. Provide special procedures required to control concrete temperature and to protect surfaces from drying out. 3.6.1.2 Cool ingredients before mixing to maintain concrete temperature at time of placement below 90'F (32'C). Mixing water may be chilled, or chopped ice may be used to control temperature provided water egTivalent of ice is calculated to total amount of mixing water. Use of liquid nitrogen to Cool concrete is Contractor's option. DRAWN 8T CADD CNECED By. DATE MARCH 3, 1989 SHEET TITLE SPECIFICATIONS MATRIX ALL GENERATION 38.02 VARIATION STANDARD DRAWING "UMBER SPIOI.382 SHEET NUMLI R S-PI- F" Ik FOR DATE 3.6.2 Cold Weather Placing: Do -not mix or place when atmospheric temperature will „7 fall below 40'F, or when conditions indicate temperature will fall below 40'F '=s, within 72 hours. Concrete deposited shall have temperature not less than 60'F. Reinforcement, forms, and ground which concrete will contact :;hall be completely P free of frost. Keep concrete and form work at a temperature not less than 50 F (' for not less than 72 hours after pouring. Comply with Requirement of ACI 306 (latest ed.) for cold weather protection. 3.7 Concrete Tests shall be authorized by the owner on an as needed basis. DIVISION 4 - MASONRY SECTION 04200 - UNIT MASONRY (CONCRETE AND BRICK) 2.0 MATERIALS 2.1 Concrete Unit Masonry 2.1.1 Concrete masonry units shall be composed of a mixture of cement and a lightweight expanded shale aggregate, and shall conform to ASTM Specification C-90, (latest ed.) Type 1, shall be Grade N. 2.1.2 Furnish all masonry units in the sizes and shapes as shown on the drawings or as required to complete the work. 2.2 Brick Masonry 2.2.1 Brick Masonry units shall be ASTM C 216, GRADE SW, TYPE FBS (7 5/8" modular size). Include an allowance per 1,000 units. Brick shall be "Red Georgian Range" as manufactured by Cherokee Brick 6 Tile Co., 3250 Waterville Road, Macon, GA 31213 (912) 781-6800 or available thru Modern Concrete Products, 2323 Ralph Avenue, Louisville, KY (502) 448-1780. Use of alternate requires approval by owner. 2.2.2 Masonry veneer anchors shall be corrugated metal ties not less than 22 GA. and not less than 7/8" wide and 7" long with one end crimped for attachment to substrate. Anchors shall meet ASTM 153. Class B2. Anchors shall be sized to extend to within 3/4" of face of brick. Use one masonry anchor for each 1.77 sq. ft. of wall with horiz. and vent. spacing not to exceed 16 inches. 2.3 Mortar 2.3.1 Mortar shall conform to ASTM Designation C-270 (latest ed.) Type S. 2.3.2 Mortar color shall be gray and joints tooled concave where exposed to view. Refer to F.R.P. Spec Sect. 09540. � u � 2.4 Masonry Reinforcement 2.4.1 "Dur-O-Wal" truss type design, standard weight, lapped and installed in strict accordance with the manufacturer's instructions. Install reinforcement at 16 inch intervals or closer if called for by the drawings. Reinforcement shall meet ASTM A153, Class B2. y;e r 2.4.2 Reinforcing steel for bond beams or other locations detailed on drawings shall be as specified in Section 03300 of this specification. See drawings for vertical reinforcing in exterior masonry block walls. �21. y �v�'�..' 3.0 INSTALLATION 'i � t'.k. 3.1 Lay masonry in running bond, with full head and bed joints. (See drawings for t, special coursing and details for brickwork.) Lay out so that not less than 1/3 of a unit is exposed at corners, offsets, bucks and windows. All joints shall be of uniform width and thickness and shall be tooled with a round iron after moderate setting where exposed to view. 3.2 Clean all work thoroughly from the top downward using fiber brushes. Remove mortar stains with cleaning compound, rinsing thoroughly with water. All a M finished surfaces shall be left unmarred. ' SECTION 04201 - UNIT MASONRY (C.H.U. ONLY) � air 2.0 HATERIAI.S 2.1 Concrete Unit Masonry .; Pt h aMa 2.1.1 Concrete masonry units shall be composed of a mixture of cement and, a lightweight expanded shale aggregate, and shall conform to ASTM Specification C-90, (latest ed.) Type 1, shall be Grade N. 7y 2.1.2 Furnish all masonry units in the sizes and shapes as shown on the dirawings or as required to complete the work. k 4� fit k` V r 2.2 Mortar M 2.2.1 Mortar shall conform to ASTM Designation C-270 (latest ed.) Type S. 2.2.2 Mortar color shall be gray and joints tooled concave where exposed to view. 2.3 Masonry Reinforcement d 2.3.1 "Dur-O-Wal" truss type design, standard weight, lapped and installed in strict accordance with the manufacturer's instructions. Install reinforcement at 16 T �+ inch intervals or closer if called for by the drawings. Reinforcement shall meet ASTM A153. Class B2. M l rk44 3.0 INSTALLATION 3.1 Lay masonry in running bond, with full head and bed joints. (See drawings for special coursing and details.) Lay out so that not less than 1/3 of a unit is z exposed at corners, offsets, bucks and windows. All joints shall be of uniform ff width and thickness and shall be tooled with a round iron after moderate setting �7 r; where exposed to view. `r s r as - 3.2 Clean all work thoroughly from the top downward using fiber brushes. Femove mortar stains with cleaning compound, rinsing thoroughly with water. All finished surfaces shall be left unmarred. fi DIVISION 5 - METALS rE SECTION 05991 - MISCELLANEOUS METALS Ifi f 1.0 GENERAL ✓l' -'r 1.1 All miscellaneous metal shall conform to the following codes and standards: U " a. AISC "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings. " b. AL.'S "Code to Welding in Building Construction." i 2.0 MATERIALS 2.1 Rolled steel shapes, plates and bars shall conform to ASTM Designation A36 (latest ed.) (36,000 p.s.i.) `1 2.2 Standard bolts and nuts shall conform to ASTM A 307, (latest ed.) Grade A R x s hexagonal head. 2.3 Anchor bolts for securing wood plates to masonry bond beams shall be galvanized v steel "J" bolt similar to Heckman Building Products. Sizes and spaces as detailed on drawings. Provide hexagonal head nut and 2" diameter plate washer. Ohl 2.4 Anchor bolts for securing wood plates to masonry walls shall be 112" diameter Fri sks� plate bolts similar to Heckman Building Products No. 169 sized and spaced as :~ shown on drawings. Provide hexagonal head nut and 2" diameter plate washer. I 2.5 Corner guard shall be Inryco-Hilcor Type. Material shall be 16 gauge stainless steel, No. 4 satin finish. 2.6 Galvanizing 2.6.1 Galvanize ferrous metal exposed to exterior and as noted on the drawings specified. All units galvanized shall be fabricated into the largest practicable section before galvanizing. 2.6.2 Structural steel shapes, plates, bars and other minor assemblies shall be hot dip galvanized in accordance with ASTM A123, (latest ed.) 2.6.3 Small structural steel, sheet articles and rough naraware such as bolts, nuts and washers shall be hot dip galvanized in accordance with ASTM A386 (latest ed.) for assembled steel products. 2.7 Shop Priming 2.7.1 Shop coat ferrous metal with primer. 2.7.2 Overall application of brush or spray coat of red lead primer shall be per Federal Specification TT-P-86. 2.7.3 Apply one field coat of primer on all abraded parts of built-in ferrous metals after installation. DIVISION 6 - CARPENTRY SECTION 06101 - ROUGH CARPENTRY 1.0 GENERAL 1.1 Lumber shall conform to the American Softwood Lumber Standard PS20-70 and the National Grading Rule for 6imension Lumber. 1.2 Preservative treatments where specified shall be treated in accordance with the American Wood Preservers Association (AWPA) and dried to the original moisture content specified for rough lumber. 1.3 Lumber shall be seasoned to a moisture content (mc) not exceeding nineteen percent (19L). Mark lumbe "S-DRY". Refer to drawings for wood members kiln dried (KD) 15% H.C. requir;ments. I 1.4 Plywood shall bear the grade, trademark and panel identification system of the American Plywood Association and shall conform to the requirements of Product Standard PSI for Construction and Industrial Plywood. Plywood which has any edge or surface permanently exposed to the weather shall be exterior grade, regardless of appearance grade specified. I 1.5 Lumber in contact with masonry, concrete, tile setting beds, grouts, etc., shall receive a non -leaching wood preservative treatment meeting the requirements of the American Wood Preservers Association (AWPA) for Classification CCA Type B. When cut on the job, edges shall receive two coats of preservative, brushed on. 2.0 MATERIALS 2.1 Rough Framing Lumber Where general framing lumber is shown from two (2) to four (4) inches thick and from two (2) to six (6) inches wide, the lumber shall be one of the species and grades specified on Sheet A2. 2.2 Plywood 2.2.1 Plywood for flat roof decks and tower platforms shall be A.P.A Rated Structural No. 2 Sheathing, span rated 40/20, Exposure 1, 5/8" thick. Use 2 (two) "H" clips between main trusses',as shown on Sheet A2. 2.2.2 Plywood for mansard roof sheathing, parapet sheathing, and wall sheathing, shall be 1/2" or 15/32 in. A.P.A. span rated 32/16 plywood, Exposure 1. Hansard roof sheathing on spans greater than 2'-0- shall have ply clips installed (Simpson PSC). 2.3 Fasteners 2.3.1 General use framing nails shall be hot -dipped galvanized medium diamond point, flat head common nails. 2.3.2 Framing anchors shall be of the type specified herein or shown on plans, of zinc coated steel by Simpson Strong Tie, KANT-SAG, TECO or Heckman Building Products. Special fasteners required noted on plans. 2.3.3 Fasteners for wood grounds, blocking, furring, etc. shall be metal hardened steel nails, expansion screws, toggle bolts, etc. Wood plugs are not acceptable 3.0 INSTALLATION 3.1 Provide blocking or furring for anchoring light fixtures, outlets, equipment supports, mechanical openings, etc. 3.2 Install plywood roof deck and mansard sheathing with face grain across supports, using panels, continuous over 2 or more spaps, unless shown otherwise on the drawings. Allow 1/16" space at panel ends and 1/8" space at panel edges, in accordance with APA specifications. Use "H" clip spacers as indicated on drawings. Set nail heads flush with panel surface. SECTION 06171 - WOOD TRUSSES 1.0 GENERAL 1.1 This Section includes the �ation, urnishing of all material, equipment and labor necessary for the prefabri delivery and permanent setting of the wood trusses in the building. include all the miscellaneous parts, including bridging, temporary and permanent bracing, and all related items of hardware, metal hangers, anchors and special metal shapes deemed by the Architect or the Truss Design Engineer to be necessary for the proper prefabrication, erection, assembly, supporting and anchoring of the wood trusses. 1.2 Prefabricated wood trusses shall be factory fabricated to the dimensions and configurations shown on the drawings, shall be designed to support the design loads specified, and shall use lumber species and grades which meet or exceed those specified on Sheet A2. 1.3 All wood trusses shall be designed to carry all dead loads plus live loads as noted on plans. Trusses shall be as designed and manufactured by an experienced manufacturer approved by the Owner prior to bidding. 2.0 DESIGN LOAD 2.1 Dead load shall include but not be limited to the weight of the wood joist, roof deck, roofing system, ceiling system, lighting system and mechanical distribution system. 2.2 Concentrated load shall include but not be limited to all roof mounted or suspended equipment indicated on drawings. Verify equipment loads with supplier of same. 2.3 Live load shall be a minimum live load in accordance to the prevailing codes and ordinances. 2.4 Maximum deflection shall be L/480 or less of the span under total design load. 2.5 The truss manufacturer shall design all truss accessories, including permanent bridging and bracing. Contractor shall provide and install all temporary bracing during erection and install all permanent bridging required, and as shown on drawings. 2.6 Each truss shall be anchored to supporting structures as shown -on the drawings. Metal anchors shall be by Simpson Strong Tie, TECO, Heckman Building Products, or approved equal, shall be supplied by Truss Manufacturer. 2.7 The truss manufacturer shall submit, for review and approval, all truss design data, calculations and fabrication drawings prior to fabrication of the trusses. The data shall specify the lumber species, grade and size for each truss member, and design loading. 3.0 MATERIALS 3.1 The design and fabrication criteria of all wood trusses shall be with "National Design Specifications for Stress -Grade Lumber and Fastenings" by National Forest Products Association (latest revision); "Timber Construction" (latest revision); and Design Specification for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute (TPI 85) (latest revision), the same as if those specifications and all their references were set out in full herein. 3.2 All lumber used for truss members shall conform to the reference publications listed in the American Institute of Timber Construction Standard 101-72. The moisture content of all lumber shall be within the proper limits, as stated in the referenced specifications, but shall not, in any case, exceed 197E nor be less than 7% at the time of fabrication. 4.0 FABRICATION 4.1 All wood trusses shall be fabricated under strict rules of an independent inspection agency and the manufacturing plant must have an in-house quality control program in place with all of the quality control records readily available for inspection by the Own r. Each truss to bear the quality stamp with name of the manufacturing plant clearly visible. 4.2 Inhouse quality control program shall conform with requirements as set forth in the following publications: "QUALITY STANDARDS for METAL CONNECTED WOOD TRUSSES", (QST '86), published by Truss Plate Institute; and "IN PLANT QUALITY CONTROL PROCEDURES for METAL CONNECTED WOOD TRUSSES", published by Wood Truss Council of America, or their latest revision. 4.3 All truss members shall be accurately cut to length, angle and be true to line to assure tight joints for finished truss. 4.4 All _truss members and connector plates shall be properly placed in special jigs and the members tightly clamped in place, remaining in that position until the connector plates have been pressed into the lumber simultaneously on both sides of the joints. 4.5 Camber shall be built into the trusses, by properly positioning the members in the fabricating jig. 5.0 HANDLING AND ERECTION 5.1 Fabricated trusses shall be handled with care so that they are not subject to damage. If the trusses are to be stockpiled or stored prior to erection, they shall be set in vertical positions, resting upon temporary bearing supports and braces so that they will be subjected to no unusual bending or tipping over. Any trusses damaged during handling or erection shall be removed from the job site and new replacement trusses shall be fabricated. 5.2 Proper erection bracing (see BWT 76, or latest revision) shall be installed to hold the trusses true and plumb and in safe condition until permanent truss bracing and bridging can be solidly nailed in place to form a structurally sound roof framing system. All erection and permanent bracing shall be installed and all components permanently fastened before the application of any loads. 5.3 Warning - Do Not Cut Trusses - Do Not Use Damaged Trusses. 5.4 During Installation trusses require proper handling and adequate bracing before any loads are applied. Retain a registered professional architect or engineer for repair instructions if trusses are cut or damaged and for advice on proper bracing of the trusses and the roof system. Submit his report to the Owner. Any party who cuts or damages a truss shall be responsible for the safe performance, the engineering design and for the cost of required repair of said truss. Guidelines for lateral, temporary, and permanent bracing are contained in Bracing Wood Trusses (BWT 76) or latest edition commentary and recommendations published by W.T.C.A. (Wood Truss Council of America). Permanent bracing tags and bearing location tags must be attached to trusses to facilitate field erection. 6.0 ENGINEERING AND SHOP DRAWINGS 6.1 All truss designs shall bear the name, seal, registration number and state of registry of a licensed Professional Engineer, signifying that he has personally accepted said truss designs as being suitable and pertinent to this project. 6.2 Engineering and shop drawings shall contain the following data for each truss type: 6.3 Design and Fabrication Data Metal Connectors: Nominal sizes and locations of connectors at all joints. Lumber Specifications: Pitch, span, spacing of trusses. Species and stress grades of lumber to be used as members. Design loading of trusses and allowable stress increase. Force analysis or bar forces in each member. Truss bearing supports: Sizes and location. Camber. Permanent bracing and/or bridging: as required to prevent compression buckling of individual truss members only. Handling and erection instructions. (HET 80, or latest revision). 6.4 Submit seven (7) copies of the truss designs and shop drawings to the Owner for approval rior to the fabrication of any components. 6.5 A Truss type configuration if shown on the drawings describe spans, slopes and general conditions only and do not relieve the fabricator of the responsibility of providing proper engineering and members of appropriate size to resist all imposed loads and stresses. The extent of the trusses are basically shown in the Drawings. It is the responsibility of the truss manufacturer to detail adequate truss configurations and design load requirements into said design. Submit shop drawings as stated in the above. SECTION 06201 - FINISHED CARPENTRY 1.0 GENERAL 1.1 The work required by this section consists of but is not limited to the following: a. Interior Wood Trim b. Front Counter C. Manager's desk d. Condiment Stand 1.2 Cabinetry work shall conform to the Custom Grade Standards of the American Woodworking Institute. 1.3 Submit cabinetry shop drawings to KFC for approval. 1.4 Field verify all dimensions before fabrication. 2.0 MATERIALS 2.1 Interior wood trim shall be species indicated on drawings 10'-0" or longer.t11 + length. Grade: Stock to be square edged - Clear one side, two edges (CIS2E),,;r> surfaced four sides (S4S) to 3/4" x 3-K" or dimensions required. 2.2 Counter and cabinets surfaces to be covered with plastic laminate shall be 3/4" 2.3 thick plywood with waterproof glue. Plastic laminate for general use shall be li-5 General Purpose Grade in color and t. �c� '-, pattern as shown on drawings. Plastic laminate for interior of cabinets shall ..gym.. be V-3 vertical grade, in beige color. DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07211 - BUILDING INSULATION 2.0 MATERIALS 2.1 Perimeter insulation shall be styrofoam SH brand. R=4.0 per inch or equal ci extruded polystyrene board.." t 2.2 Exterior wall Batt insulation shall be 6" kraft faced fiberglass insulation, t� R-19. 2.3 Other areas may require 3A" kraft faced fiberglass insulation as noted on drawings. DIVISION 7 - THERMAL AND MOISTURE PROTECTION (CONC. BLOCK BLDG.) SECTION 07211 - BUILDING INSULATION a 2.0 MATERIALS 2.1 Perimeter insulation shall be styrofoam SH brand. R=4.0 per inch or equal extruded polystyrene board. 2.2 Exterior wall insulation is not specified. Optional: fill ungrouted block cores with vermiculite and install 3/4" foil faced isocyanurate board between furring strips on interior face of block. 2.3 Other ares may require 3%" kraft faced fiberglass insulation as noted on drawings. J _ I r , SECTION 07500 - ILLUMINATED AWNINGS 1.0 GENERAL 1.1 Illuminated Awnings shall be furnished by an approved vendor/manufacturer/ fabricator. This is a KFC supplied item. 1.2 These fabricated items contain a structural frame, all mounting hardware to install with erection instructions for a complete job. 1.3 Units shall include fluorescent light fixtures g pre -wired to be field connected to roughed- in circuit by the E.C. r ,J• �o' 2.0 MATERIALS L 2.1 Arming material must meet all requirements of KFC. Generally it must not fade yr- S(y7 from UV, or degrade for a specified time and must be mildew resistant. 2.2 Solid colors, stripes and any text or Logos shall be supplied as indicated on y elevation views of the exterior building. 2.3 Strength of fabric, frames, fasteners, etc. shall meet or exceed requirements of UJ CY the wind design speed code criteria for the specific project. Generally, 90 mph is the minimum speed. Various codes calculate uplift in different ways. Z Wit Exposure conditions are variable - refer to project specific data. 3.0 INSTALLATION 3.1 Installation may be b G.C. or vendor. Refer to specific ' y y P project criteria noted on exterior elevation view of building.' • 3.2 if installation is by C.C. follow all awning supplier erection sequences and recommended practices for a neat, workmanlike installation. LLI 3.3 Tolerances are noted on elevation views to allow for minor adjustments. If • field conditions exceed, then contact KFC construction engineer or architect at • once. • 3.4 Coordinate the erection sequence with other trades including, but not limited to: mason, plasterer, sheet metal, painting and electrical trades. SECTION 07501 - BUILT-UP ROOFING AND INSULATION 1.0 GENERAL 1.1 Roofing system shall be installed according to manufacturer's specification for a 10 year warranted roof for deck type shown. Provide written warranty of materials from roofing manufacturer. Roofing contractor shall be certified by manufacturer to install roof system. URAWNBY C ADD CHECKED DY, 2.0 MATERIALS 2.1 Built -Up Roofing DATE MARCH 3, 1989 REV15175 DESCRIPTION 2.1.1 Built-up roofing system shall be Owens -corning fiberglass 331C or equivalent system by Celotex or Manville Corp. and shall comply with UL Classification Class "C" or better. 2.1.2 Roofing system components shall be as follows: a. Steep Asphalt - ASTM D312 Type ill (latest ed.) b. Asphalt Bitumen - ASTM D312 Type 11 (latest ed.) C. Felts - Glass Felt, ASTM D2178 Type IV d. Surfacing - Perma Cap - white 2.2 Roof Insulation SHEET TITLE 2.2.1 Roof Insulation Type 1 shall be rigid 1% in. thick isocyanurate foam core integrally laminated between skins of glass fiber facers and factory manufactured and labeled in accordance with TIMA 281-1. Insulation shall be an approved component for Factory Mutual Class 1 construction. SPECIFICATIONS uATRIx Z14,Z24 2.2.2 Roof insulation Type 2 shall be 1% in. thick Perlite (Expanded Volcanic Glass), or glass fiber insulation board, water absorption - max. 1.5% at 2 hours total iTersion, flame spread 25 or less - Factory Mutual - Class 1 acceptance. GENERATION 3 8.0 2 2.2.3 Total aged R value of both layers of insulation shall be a minimum of 14.57. VARIATION STANDARD 2.3 Base Flashings DRAW"G mvBEA SP204.382 2.3.1 Base flashings shall be one layor of Perma-flash and one layer of Perma-cap or equivalent for use with parapet wall heights as shown. SHEETNuu8LR 2.4 Cants 2.4.1 Cants shall be preformed of asphalt impregnated fiberboard insulation wiLli minimum face of 5-5/8". L9 P 2 - TOR GATE Or __ - - - ___ r AK n 3a� .: a as .; - ,,, 2.3 Base Flashings �� �'1 a ; . -: '•',' S y ,1 s", 2.3.1 Hase flashin s shall be one la er of i'e g •y rria-flasfi' and one layer of Perms -cap or for use with parapet wall heig:cts as shown equivaLrn uT! �. _ ':,F �'.'s' -, l d::. 7 k;: .LeyM+ i .f::' F 2. Cants w, t� a � ,x , . :, t r a a x ..r,,.., p .. 2.4.I "Cants sha f be preformed of asphalt impregnated fiberboard insulation with ...; minimum face of 5-5/8", a .. n N a k aJj r 7s ah �11a e S "Al' F.. 3 , 5 �. , k E ., a � x - � r� r, Y ` -k a y n ' a� �t�`a^ r , 'A x� t"3y'�,� �':`�� is'r� ':°.d" .��' ° �.: I-;tT,.: ` i:, -,�.?. i--. ;u y € _ Curbs for me evi'ew c n ' 2.5.1 r c�anical units shall be r ed by roofinb contractor to o firm their compatibility with the roofing systems. All conduit and pipe penetrations y�. shall be withip the curb area under the units. Notify KFC representative of any " 4 s discrepancies t {r� M' a i ��r'�a cc� s �4ifi +.. ts6,; 'u". ,,�A?, 1 r '�1 ..,. p c s`,q., d :' t, �g. 'fi'. 'N' { h ,M,.;' u ;. ,,, f -�, a r '. , :.,fro `� '' `''t:,gx x.,..: ,? t "'e': d '. � " �,I� . s C,, �..:,:,.v<' c . s '- d'� �, ,, <, nx+ .. - W,: J. a°z.;, f :.��. ,7 ,' a', tR x. _A'^r ' f: .etc,. ' -.+s. , ` _p., ✓ F NSTALLATION "'< ,. �z.:>, I ,, , _ .. is, , .. t -' -, ,. xr y ,, - .1 ;: tss Install roofing system and insulation in strict accordance with manufacturer's specifications and instructions fo1�I 1,N� r 10 year guarantee type application for type '�F. ,t;,..... .' of deck sho k' - ✓ w , 'th �: R wn w . ,��_ . a K,a �..: r t x a n s r n ?,�.,. nstall first layer of Type 1 insulation se s cured to the deck with square- or ', n �. " round head 1" cap, annular threaded fasteners or nails. Five (5) fasteners per 2' x 4' insulation board shall be used of sufficient length to penetrate deck at ,j* ��4, least . Installation shall be in strict accordance with manufacturer's 1, '.; instcuctior,s and shall comply with Factory Mutual I-90 uplift rating. r' 3.3 Install second layer of Type 2 insulation in a full mopping of steep asphalt, 20 to 25 lbs per square, in which, while hot, the insulation shall be embedded. The units shall be laid in parallel courses with joints in adjoining courses staggered. Each unit shall be tightly butted to adjoining units. Insulation g1 shall terminate approximately one-fourthinch from vertical :surfaces. XF�j 3.4 Starting at low point of roof embed three plies of Perms Ply-R in :shingle fashion {starter sheets required), lapping 24 2/3" into uniform solid moppings of hot asphalt, using a nominal 25 lb/100 sq. ft. per ply. 3.5 F.mbed 12-ft. lengths of Perms Cap sheet into a uniform solid mopping of hot steep asphalt, using a nominal 25 lb/100 sq. ft.. Perms Cap endlaps shall be l,,' '"''< staggered 3 ft. Install in accordance with manufacturers recommendations. 3.6 Apply base flashing system to parapet wall in accordance with manufacturer's 11 written specification and instruction. Strip all side laps of Pe nna Flash with �t flashing cemenk reinforced with glass fiber. I `'"`: SECTION 07601 - SHEET METAL 1.0' GENERAL Ar, 1.1 s: The fabrication and installation of sheet metal work shall be in accordance with �`, the details on the drawings and the "Architectural Sheet Metal Manual** published by the Sheet Metal and Air Conditioning Contractors National Association. I - 2.0, if 1 MATERIALS 2.1 Sheet metal flashings, downspouts, scupper and trim shall be fabricated from 26 I paint grip zinc coated steel. �t� i ::may*�� :Downspouts shall be fabricated in accordance with Plate 34, Figure g of (SHACNA) 5 _ kXi'N-Architectural Sheet Metal Manual. Hangers shall be I/16" x 1" galvanized steel, t, �=' x installed at not over 6'-0" centers, and not less than (3) three per downspout. - 11�Qr" ""'., asten hangers to wall with non -corrosive fasteners. Lap downspout joints - '� �1-1/2" minimum in direction of water flow. � r �;� c4. 2.3 c�' Plashings shall be installed to conform with shapes and sizes as shown on l drawings. Lap ends minimum of 4 inches and seal contact surfaces with plastic 11.k. �' k;' cement. Seal at ends by turning back 1" and set in plastic cement. Separate '� :� all dissimilar materials surfaces with mastic, or asphaltic paint. ,;,s', 2.4 All flashings shall be painted as specified in Division 9 and in strict accordance with the color schedule and/or as indicated on elevation views and table on sheet A6. 2.5 Top and bottom Fascia trim and caps shall be pre -finished baked enamel coated ti coil stock, 040 in. aluminum in sizes and profiles as detailed within the , �� drawings. ��` 'r ;� fJINSTALLATI0N �411,� � ; ; X 3.1 Conceal all fasteners in sheet metal trim where possible. Exposed fasteners a - I must be colored to match the color and finish of surrounding material. I . i � ,, Sheet metal splices, laps and folds shall be made to conform to S.M.A.C_N.A. , �, � , - guidelines and allow for expansion and contraction using "slip fit" joints and +!`, ` slotted holes at fasteners where required. Work shall be done so as to ensure � ,� ,;, N water tight construction. Provide backer plates at all joints as :illustrated on drawings. DO NOT ATTEMPT to deform and LAP SHEET METAL JOINTS UNLhSS i p ly called for in contract documents. _�, � h a ' ` ` s ecifical n. t -,4 ,•.. A',.. Y 'i_ ., a x.. ..,::.,.,. A,... t$, .,. ,.;, .. ,"L 1 -, A ,. r: .. 3 n. F a, q.:d. _:. ,. .., .....r� , ,.. , ..,.. 5 :_ .. ... ,::. a' ..,... ,. :.� Y , F; dT.L J,. Y 4 A ! e F• k.'. i SECTION 07911 - SEALANTS "` , ." �, ;. +!: �� y , ' Y tit Y _ l - I y r'i ,j 4 �, ', 2,7 3.i , .. r� S N a' '� of 1 iti '' '.r xr w4 a "' rc e I. 1.0 GENERAL 1 � K r , Ya c�,,,,,��� - ! "q. r „§w a ' S<Ys' s . '., 1 'i °,}�`: ... � 1 E + ,. 7,� Vr 'v t y i y { jr „F., , 'I.; �, ..,r.N�,. �W '" a��,, k 'a'':.'a • s* ,+�" ° ., �",' , :P,j y, ,,4lff x `f '7 1.1 The work required under this section includes caulking of all joints around window, doors, storefront, expansion joints between dissimilar materials as indicated on drawings and as otherwise required for a complete watertight installation. 2.0 MATERIALS 2.1 Exterior caulking shall be a one -part Thiokol base Polysulfide or G.E. silicone sealant, color to be compatible with adjoining surfaces. 2.2 Interior caulking shall be painters caulk, Dap Acrylic. 3.0 INSTALLATION 3.1 Clean all joints before caulking; apply primer where and in quantil.ies as ,r� t recommended by manufacturer. Apply under pressure, tool slightly concave and . �,s , trim afterwards. Clean all adjacent surfaces after caulking. rd r,s" 1111 �eyy g���",.z ,,+Prov�de� closed cell backer rods when required by joint depth. .. DIVISION B - DOOR141, S WINDOWS ANn GLAss " SECTION 08111 -- STEEL DOORS f- FRAMES . 2.0 MATERIALS 1: Z.1 � Hollow metal frames shall be 16 gauge one piece cold rolled steel, mitered, a'nFfitted and continuously welded on the backside of the frame with all welds �f ,x -''t round smooth. Furnish three anchors r�"'p b per jamb. Reinforce frames Eor all `�Mr:hardware as scheduled. Shop prime with rust inhibitive paint_ Frames at I f '�� `s I exterior openings to be hot di nAped galvanized. .� I11 Hollow metal doors (flush) shall be 1-3/4" thick, 16 gauge steel face sheet, X t. seamless wrap around type, on grid or honeycomb core. Reinforce all doors for h t ,P C. hardwar ' 4 �, ram, e as scheduled. Shop prime with rust -inhibitive paint.�i n. '+' r �: X-A�,-- _,� . e ffyy ., . . . .,. Y ?: `:, , r ' �; �, a s = `, -11.: '. 1 , y pA� ' R`�' e �, 1 ,, ': , SECTION 08 0 - +,`� .,lip M.:: "r .�.' . 2 1 WOOD DOORS , ry.'.� h 1 Cr t ,r, W.,. ',.. a ,.. .J M n T' 4 1C e �T k 3' n yyyy is - , S . c - Y.: h u. �rIII P p. ,3 R 0 MATERIALSr��y., a,,A 6 i 6E # dx :� i ;, qr.,. .:,,:, i �. v , �: �' ,r , �, 3ih`'!i'h�.L r� :.:., ,, ,. .,, r Ckt': A'... S'lµr:`P-t,.r %i,�j°�, r7�Q•�,. it -�;9 :;y:� �'iaN,3lM - i; ,Y. - ,el-�:74.Y .: .s. „��,_!. .±k-..R-:.- 4_ .�. ,'S.� �n`'.9°_, .ae''�.IC wf[�, .;' � t � "g ��11 ��. - _ I I . . c / „ , . - 1 1 a. .. . ,.M - _ , 2.1 Wo � - od doors shall be solid lumber core with Type 1 Waterproof Adhesi a i'n core, SECTION 08801 -GLASS AND GLAZING , =- ff- -_ . = "I ... 7-r.11, ._U_ .I1 ,r', g 3 Corner Heads j : �.. stiles, and rails of the size and type shown on plans., Doors shall confo«n to ?.',_ /♦ [1I, .; :. . . w T _ _ :, ry, x �� AW 3 „ . . I _ _, w SLC 5. ��p a ... �.. .., .,n ,a�4a.,�;��'"�; .: -.. , ww ; .,�,., .. e.. 7- 'sN'� �. I: �p�...� ffi,• .. � :*x t' '"f w '. ;- ,rw ;-ter, 1 . 0 GENERA ;2''r rx : " , _ �: .r ,.,. L , ,:...:. s t- a - J w. w :. •3.4.1 :.. " _ ., r 11 ext 1 � .�, .. ._. ..,_ ,:, ... ., _., ._. ._. erns � . ,�,, �: � shall be ,roved . 1 ed with corner beads as s e 2.2 a • p rifled. F ce veneer for wood doors including both faces end exposed edges, shale be ;�. F _ ��� a. 1.1 All glass and glazing shall be in accordance with the 'Gla 3.5 C [„ Premium G ade - r &ota r cut k s n a tai ed Y to match decor trim ss Manual" or the - ompounds r. G 9 i raa ; t 1,1_1* .',,' Plate Glass Marketing Association, latest editio s �,., ,r n. AlI glass shall mee , _.,;:� ?. ,. ederal �,.. ...... ._ .,.,„ ecifi:.._ xv , :, , ..r : P cations DD-G-451d a: , r,...,,,4.1�3A ,LL-.._: h . r,. .�.', ' l nd ANSI 297- r. a�� J 1 19 7 2. I. ,t oint co ound and to ; x�r ', mF Aping compound shall be mixed En arc instructions con ordance with printed SECTION 08401 ALUMINUM ENTRANCE FRAMING STOREFRONT, WINDOWS, AND DOORS (STUCCO ?., 2•0 tained on the package. Use three ste s and san ` , MATERIALS d ,z . w ... a .. �t- P a f to r ear d a 1 tP .Y A 4. kb' �T ,t' $ { d ff r ii- x. r !. } . 4Tr. _5. ,,,(" :±: r.,. • n..9 _ 'S .y,.,i:T N r , I.'., � Y :::. , .1-. , . Y ' +; F 2.0 HAT IALS ,, .. � � ,. ..: ,. w W 3 Y ! wo kma ns a h I. kT. .:. r. k. r.. ., in alurni :: . _ r ,. ...,. .:. , . -• _ .�'. .._� , r utn P � fr . , . . :. � _ ame �. .> „ �q ,.. h � s r v d o i e ,. . , ,, .. , . g r formed sett in o fi „ � b l c w h P s P re .. $ p 2.1 Aluminum Window and Entrance Framin4l`Fp Yg�� "`� hardness of 70 - 90, Neoprene, 4 inch minimum length, set at quarter points of ,;� g 3.6.1 Drywall shall be aligned and finished so as to resent , W ff g ��,' :.� : , �a �><„+ � 'u .��l�, �w'�I=!' bottom ed e. n a�� . * r ';,`�',` ! -���, for painting or decors P a smooth uniform surface u �w fin. „a �_ ...� R�'.:s<. ,- .;, .. •, tion. Nail and screw heads shall be slightly de ressed but sho P ,.1.I Framin s u 1 g hall be 'Kawneer' Series 451 Tri Fab S st d em for storefront 1 not c Y 2 2 Glazin sealan cosh t shall b or e g e one a net rt acr as a w ra lie b e se lant hich is t co atib P e a P Y le w' er i �u th rf a mP P c e P of d r a 11. a lira Y�+ pp tion. The framing system shall provide fora flush glazing appearance aluminum finish. SECTION 09311 - CERAMIC WALL TILE/ tJq 1'%` with no projecting stops. Vertical and horizontal framing members shall have a - ACCENT TILE _,�J nominal dimension of 2" x 4%". Note: Door sidelight framing shall be same with 2.3 Insulating glass for windows and door sidelite(s) shall be two sheets 1/4" clear �. 1.0 GENERAL t double member (2) 2" x 4X" at sill, capped by single cover plate. Reinforce all float glass or tempered where required by code sandwiching 1/2" x 5/8" aluminum �� ^� framing as required for doors and hardware as shown on lans and schedule. count P zns (as detailed) white color. Unit shall be factory fabricated with the � ice`"` ul A u ' lmnu i m Extrusions s 1.1 ha 11 be 've i n a caustic e Cer ,� . tch am' folio ed b a is ti no is ox' le id ca s h i e air de al h d 1 Y rated. be do m P e s ' ti , Y c ma nu f ac t ur e ' . ndard grade, containers sealed in S' treatment to obtain an Architectural Class II clear anodic coating conforming to accordance with "Simplified Practice Recortunendation R-61-61 and Federal "� A um. Assoc. Sta. AA-H12C22A31 (f�17 Clear). For information, contact Kawneer 2.4 Transom panels at door and window locations shall be 1" thick, fiberglass faced, Specification SS-T-308b". P"'� Nat'l Accounts, P.O. Box 609, Franklin, Indiana 46131 (311) 738-2600. insulated panels and color keyed to building exterior. Units are furnished by 2•0 MATERIALS l KFC and installed in framing members by General Contractor. 2.1.2 Aluminum windows and doors shall meet the following structural performance. ,� � Structural performance shall be based on: Maximum deflection of 1.115 of the DIVISION 9 - FINISHES �•1 Standard wall file shall be 4-1/4" x 4-1/4" x 5/16", cushioned ed e matte glazed. Accent file varies by decor. Refer to Color Finish Scheduleeforr ('�J span, an A lovable stress with a safety factor of 1.65. The system shall colors, etc. perform to these criteria under a windload of 16 PSF (90 mph Pa.). SECTION 09221 STUCCO - (FOR WOOD STUD EXTERIOR WALLS) ,;;�, `U.- 2.2 Aluminum Doors 1.0 GENERAL 2.2 file shapes shall be same material, color and texture as the wall file/accent 2.2.1 All door and frame sections shall be extruded aluminum AA-6063 TS alloy. 1.1 Stucco shall be 1/8" thick over metal lath attached to plywood sheathing Pasteners shall be aluminum, stainless steel or plated steel. Perimeter anchors overlaid with 15 lb. felt. 2.3 Setting material shall be Latex -Portland Cement Mortar in accordance with ANSI shall be aluminum or steel (properly isolated). Glazing gaskets shall be A118.1, thin set bond coat, cementious mortar for walls. Tile to be applied to elastomeric extrusions. Door stiles shall be .125" thick and glazing molding 1.2 Stucco finish texture shall match "LIGHT DASH" per The Stucco Manufacturers plywood/millwork may be installed in an organic adhesive setting material. .OS" thick. Aluminum extrusions shall be given a caustic etch followed by an Association, 14006 Venture Blvd., Shermann Oaks, C6 91423, phone (818-789-8733)•, anodic oxide treatment to obtain an architectural class II clear anodic coating 3.0 INSTALLATION conforming to Aluminum Assoc. Std. AA-M12-C22A31 (O11 clear). 2.0 MATERIALS 3.1 Install ceramic wall tiles in accordance with ANSI A108.5, to walls. Use 2.3 Construction Design a 2.1 Scratch and brown coat mix Hortaseal Mason's Lime with Portland Cement and sand organic adhesive for thin setting on plywood millwork, if indicated on plans in in accordance with ANSI A 42.2 T accordance with ANSI A108.4. 2.3.1 The door stile and rail face dimensions of the Rawneec 190 entrance door shall ype 1. be 1 15/16" vertical stile, 2 1/2" top rail and 3 15/16" bottom rail and shall. 3.2 Surface on which installed shall be on drawings. Two "5/16" H clean, sound and free of coating, oil, wax, have provision for logo panel as indicated 2.1.1 Scratch Coat - shall be at least 3/8 in. thick and consist of 1 bag Portland etc. intermediate muntin for retaining logo panel shall be same thickness as door. Cement, 3/4 bag lime, 5-6 cu. ft. of Band. Door weatherstripping shall be Kawneer Sealaic thermoplastic elastomer1 3.3 Cut and fit tight to protrusions and perpendicular interruptions. weatherstripping in a tubular shape with semi -rigid backing. 2.1.2 Srown Coat - 1 bag Portland Cement, l bag lime, 6-1 cu. ft. of sand. 3.4 Form internal angles square and external angles bullnosed. 2.3.2 Push/pull bars shall have formed, comfortable grip; pulls with a contrasting 2.2 Finish Coat shall be "LIGHT DASH" exterior finish stucco per the Stucco _ stripe to signal operational Pnd of doors and push bars with a contrasting , Manufacturer's Associate Supplier. Stucco shall be mill mixed and applied in 3.5 Allow file to set for minimum 48 hours prior to grout. accordance to manufacturer's instructions for a uniform a horizontal stripe as found in Kawneer Style F-2. Push/Pull bar shall have � ppearance• concealed fasteners on the strike side with thru-bolts anchored through the door SECTION 09331 -QUARRY TILE ` frame. Finish shall match door finish (Q11 clear). 2.3 Preparation shall be performed on job site as follows: 1.0 GENERAL 2.3.3 All vertical and horizontal door glazing stops shall be installed so as to 2.4 Backing paper shall be waterproof paper or Celt with a vapor permeance of 5 receive infill thicknesses as indicated in the glass and glazing sections of the perms or less. 1.1 Install all quarry tale and base indicated. Floor tile, base, setting bed and specifications. Beveled aluminum horizontal, snap -in glass stops and beveled, joint filler to be supplied by KFC. aluminum vertical snap -in glass stops, with a lock -in vinyl system, shall be 1I2.5 Metal Lath - USG expanded metal stucco mesh (1-3/8" x 3-I/8" diamond mesh) I'"+, 11 provided to accommodate specified infill thicknesses. 4 applied with minimum 1-1/2" galvanized self furring nails spaced 12 in. C. to C. 2.0 MATERIAL 3 { oriz. and vertically. - � t r+,r .4 Glazing1-1 2.1 Tile floor and cove base shall be of the size, color, design and manufactured by . t 2.6 Tie Wire shall be annealed, galvanized, 18 gauge. the Company as shown an the drawings. 2.4.1 Glazing shall be 1/4" safety Blass (1/4" tempered as an alternate) installed by - ; local glazing contractor for doors one 2.) Corner beads, U1 t e, eflanges,galvanized. 2.2 Floor joint filler and setting bed shall be custom color as described in the�.�` ''���� y• yp expanded metal drawings and shall be a Latex -Portland Cement System for all work except the �, r 2.4.2 Lo o Panel at Exterior T 2.8 Casin ype, expanded metal flanges, galvanized. base in the Cooler/Freezer. Setting bed for file and base shall conform to Tile -�T b ype A Doors g beads l766 t Council of America (T.C.A.) F113-88 for 'Latex -Portland Cement Mortar equal to 2.4.2.1 Panel shall be red acrylic plastic with "Colonel's Hug" and "Kentucky Fried 2.9 Control joints, expanded metal flanges, galvanized, 28 gauge spaced a minicrim of ANSI 118.4 for any acrylic additive. Grout joint filler shall be equal to ANSI Chicken" embossed into panel on both sides. Colonel's Hug shall be next to pull 16 feet apart unless noted otherwise. 118.6 for anacrylic additive.. bar with "KFC" being in three levels adjacent to mug, Lettering to be white and , y _ mug to be white and black. Panel as manufactured by Cummings Sign Co., 3.0 INSTALLATION Cooler freezer base shall be set in FULL STRENGTIi EPDXY using care to "back furnished by KFC, and installed by the Contractor. butter" all file base for full adhesion to the metal wall surfaces. Joint 3.1 Do not apply plaster when temperatures are below 50•. Finish shall be a three filler Eor base in Cooler/Freezer shall be Latex -Portland Cement additive used 2.5 Finishes coat process totaling 7/8" in thickness measured from felt... Moist cure each throughout remainder of job. base coat at least 49 hours; extend in hot, dry weather. Dampen each coat prior 2.5.1 All exposed surfaces shall be smooth and free of distracting scratches and to applying next coat. Cure base a minimum of 7 days before applying finish 2.3 EPDXY SETTING PRODUCT to be Hydroment "U/PDXX/AAR-lI", HAPEI "Kerapoxy" or LAH blemishes. Color shall conform to Aluminum Association Standards of coat. "Epoxy Mortar and Grout AAR-11 NO H.B. Fuller Product Meets Specification Architectural Glass II clear anodic coating and shall be designated 017 clear. 8equirements. LU • he -3.2 Apply scratch coat to fully embed metal lath, then cross rake. Apply brown LL 2.6 Hardware coat, rod and darby (without additional water) to true, straight surface. Leave LATE7C ACRYLIC ADDITIVE to be Hydroment "Multi -Purpose Acrylic Latex Mortar rough for finish coat. Finish coat shall match "LIGHT DASH". Follow suggested Admixture and Grout Additive" or HAPEI "Keraply" or LbM "Multi -Add". H. B. • 2.6.I Doors Ol and C2 only shall have Adams Rite HS1850A maximum security deadbolt application procedures of Stucco Hfgrs. Assoc. Fuller "Fullbond" (TA-867) for setting bed and "JOINT FIILER ADDITIVE 868" (TA • oc (with thvmbturn and cylinder by G.C.). All aluminum doors shall have M 868) for joint surface mounted closers, thresholds. and 1-1/2" pair butts - BB 1191 Hager - 3.3 avecornerbeads and there shall be casin beads at fillFlCOg manufacturer's product line throughout for a complete co 4-1/2" x 4 x RC x NRP x US10B as supplied by the door manufacturer. All push juncture with different materials. Provide a continuous mecoatibl t• and pull hardware shall be of size and type furnished by dour manufacturer. the soffit elevation around all walls and pilasters. Approved product manufacturers include: Bostik-Emhart Const. Products 1-800-221 • C osers shall fit properly on doors and frames without overlap or overhang, and 8726, Hapei Corp., Elk Grove Villa e IL 1-B00-4 - SECTION 09261 - GYPSUM BOARD g 2 MAPEI, and L6M Mfg. Inc., • shall allow door to open with B.5 lb. maximum force. Bottom rail weatherstrip South fiver 1l.J. 1-201-254-4830, H.B. Fulle shal a surface applied with flexible blade gasket. r Co., Palatine, IL, 1-800-323-7407. 3.0 t 2.0 MATERIALS 3.0 INSTA' hk Installaion INSTALLATION i 2.1 Wallboard 3.1 Minimrm joints of 1/8" Frith no t over 1/4" permitted. 3.1 All aluminum framing shall be set in correct locations as shown in the details and shall be level, square, plumb, and in alignment with other work in 2.1.1 Wallboard shall be 112" thick, Gypsum wallboard with tapered edge. 3.2 Upon completion, all file surfaces shall be thoroughly coated with neutral accordance with manufacturer's installation instructions. All joints between cleaner such as American Olean General Purpose cleaner or Hillyard Super Shine framing and building structure shall be sealed in order to secure a watertight 2.1.2 Fire resistant wallboard shall be 1/2" thick (Type X) where called for on All. DPAwNer I1I installation. Contractor, or his agent, shall verify opening dimensions in I drawing. CA DD field prior to fabricating aluminum storefront assembly. cKc _Da 2.1.3 Moisture resistant gypsum board, 1/2" thick of maximum per�nissable lengths, ends 3.3 Factory assembled cooler/freezer shall have Q.T. cove base and floor, using same 4.0 Protection Cleaning I file as kitchen in cooler and freezer and positive slope to door Eor DATE square cut, square edges, where shown on the drawings. provide MARCH 3,1989 ease of cleaning using sloped mortar sub base. Thinset Q.T. floor in 4.1 After installation, the General Contractor shall adequately protect exposed, 2.2 Nails Latex -Portland cement bed set, cove base in a full strength epoxy setting bed, coated portions of aluminum surfaces from damage by grinding and polishing REY1510N5 DESCRIPTION and use Latex -Portland Cement joint filler on base. Floor to be Latex -Portland compounds, plaster, lime, acid, cement and other contaminants. The General 2.2.1 Nails for securing wallboard shall be 1 3/8" annular ring. Cement setting bed and joint filler. Contractor shall be responsible for final cleaning. All cleaning shall conform to manufacturer's recommendations. 2.3 Corner Beads SECTION 09511 - ACOUSTICAL CEILING SECTION 08701 - FINISH HARDWARE ^ 2.3.1 Corner Beads shall be Standard Wallboard Corner Beads with 1" x 1" galvanized 1.0 GENERAL steel, perforated flanges. ____ 1.0 GENERAL 1.1 Furnish and install all acoustical ceiling indicated or specified. 2.4 Metal trim - USG No. 200-A galvanized metal trim. 1.1 The work required under this section includes the furnishing of all materials 2.0 MATERIAL required to complete the finish hardware as shown on drawings, specified herein, 2.5 Joint Reinforcement or as required foe a complete installation. 2.1 2' x 4' Lay -in Tile shall be 24" x 48" x 1/2" thick washable white vinyl coated 2.5.1 Joint reinforcement shall be U.S. Gypsum perforated tape. glass fiber reinforced gypsum panels; "Vinylvock" manufactured by Capaul I SHEET TITLE 1.2 The hardware supplier shall furnish a finish hardware schedule listing all - Corporation, Plainfield, Illinois. SPECIFICATIONS materials by sets. 2.6 Joint Cement 2.2 2' x A' Suspension System shall be as manufactured by Eastern Products, 1.3 The hardware supplier shall furnish hardware templates to the door and frame 2.6.1 Joint treatment cements shall be U.S. G uArRlx, suro Joint and to Baltimore Maryland or equal, in white baked enamel finish.- The system shall , manufacturer. Yp Aping compounds. snap together, with main runners at 4'-0" and cross tees at 2'-0" to form the 2' Z14, Z24 1.4 2.7 Adhesive % x 4' module desired. 1�Then the hardware is delivered to the job, the Contractor shall receive it, cExERAr1oN check it against the hardware schedule, and store it in a safe place under lock 2.7.1 Adhesive shall be U.S. Gypsum drywall adhesive. 2.3 2' x 2' Lay -In Tile shall be 24" x 24" mineral fiber panels, flame spread rating 38.02 and key. After installation, protect all items against damage until final of 0-25, Class 25 as noted on Room Finish Schedule. VAF.IATION inspection. 3.0 APPLICATION 2.4 2' x 2' Lay -In Suspension System shall be as manufactured by Eastern Products or r STANDARD 1.5 Locks shall be of the removable core type, furnished by Falcon or Best. KFC 3.1 The Contractor shall check the alignment of framing members and make necessar equal; double web construction. Finish shal be ba DRAWING NUMBER 1 ked enamel. The system shall Constriction Engineer shall contact hardware supplier to arrange for the return adjustments before proceeding with application of the wallboard. Y be insta 1 Lied with main runners at 4 -01, o.c., 4 cross tees at 2 -O" o.c. and 2' ) SP304.382 of construction cores in exhange for permanent cores keyed per the owner's cross tees at 2'-0" o.c. to for-n sf�FEr ��©ER the 2 x 2 module desired. requirements. There shall be two keys per lockttagged with door numbers. 3.2 Wallboard shall be applied with the reverse side against the studs and with the se a rate b oard s in coo P Berate con facts. cas �• k In no a sha 2.0 MATERIALS fit* v. WI' " ,�� k �,;, , '• i, "li . * f #s, the boards be forced 3.0 INSTALLATION ;4`,, �«n N., ��, „ �. into place. End joints shall be staggered. ..,.. , ... '<�,X� � �� J eyed . a. .`�. ^ma's. gg c a r. f .�,. .00 r, 3.1 Installation is to be in accordance with manufacturer's recommendations. See 2.1 See Drawing Sheet No A9 for schedule of hardwa 4� ' 3.3 W re b sets and `� allboard shall be a Y list of..• pplied with long dimension perpendicular to studs. plans and schedule for location and note electrical lam for la out. P Y manufacturersE;P3 Wallboard shall then be fastened with nails or screws 7" o.c. along the studs. �' "r, ` ry. _• r y .E. ? ",� t "" a�� '�"� t s '. t .+', a -i_ raw: va. i. e rs r r -rrr, t SECTION 09541 - FIBERGLASS REINFORCED POLYESTER (FRP) BOARD 3 1.0 GENERAL 1.1 Furnish and install all FRP Board indicated orspecified. 2.0 MATERIAL ;,. 2.1 FRP Board panels shall be 4' x 8' x 3/32" , opaque in color as described on finish schedule with matching PVC moldings. Flame spread shall be Class C and smoke developed under 450. Manufacturer shall be Marlite, Kal-Lite or Kemlite. Panels shall be stored indoors at ambient temp. for 24 hrs. on end or edge on a flat level surface and protected from moisture. 2.2 Adhesive shall be solvent base waterproof Harlite C-375 by Masonite Corp., Wallboard Adhesive by Miracle Adhe_sivr_s Corp., or 118 Foam Insulation Adhesive by W. W. Henry Co. 3.0 INSTALLATION 3.1 Walls must be dry, flat, and free of dirt, dust, and grease. Remove high spots and fill low spots. Concrete block walls must be flat and smooth (see concrete masonry specification). Panels tend to assume the contour of the surface to which they are attached. 3.2 Cutting should be done with reinforced carborundum or carbide tipped blade. NOTE: Protect eyes with goggles and cover nose and mouth with mask when cutting in accord with the FIBER/GLASS REINF. PANEL COUNCIL. 3.3 Panels shall be installed vertically on walls using adhesive applied by a specially -notched trowel to assure uniform coverage and according to the adhesive manufacturers specification. No exposed fasteners shall be used. 3.4 Holdings, as recommended by the manufacturer, shall be used at all panel edges. Leave min. 1/4" gap at inside corner moldings and 1/8" gap between edge of panel and all other moldings. Use clear silicone sealant, as specified elsewhere in these specifications, injected into molding channels, between all moldings and panel edges or other adjacent construction (i.e., quarry tile base, metal ceiling grid, etc.). Locations of panel edges shall be coordinated with electrical boxes to avoid interference. SECTION 09901 - PAINTING 2.0 MATERIALS 2.1 All materials used under painting contract shall be by specified manufacturer, and shall be delivered to the job site in the original sealed containers. Approval of equivalent or comparable products of another manufacturer will be considered if requests are submitted in writing and verified with KFC prior to beginning any painting. 3.0 APPLICATION 3.1 No exterior paint shall be applied in temperature below 50'F., and all surfaces shall be thoroughly dry prior to application. 3.2 Paint one coat on the top and bottom edges of all doors, both metal and wood after doors have been fitted. 3.3 All metal surfaces shall be solvent cleaned to remove grease and oil and shall have all loose rust and scale removed before painting. New galvanized iron surfaces shall be further cleaned with a strong detergent such as Trisodium Phosphate, or Galvanizo Primer Etch. 3.4 Items shall be given the number of coats hereinafter specified in addition to any shop coats specified elsewhere. 3.5 Varnishes and enamels shall be lightly sanded and then dusted before succeeding coat is applied. 3.6 No interior painting or finishing shall be permitted until the Owner so authorizes. Follow manufacturer's printed reco=endations for drying time before succeeding coats may be applied. 3.7 After interior prime coats have been applied, all remaining necessary puttying or spackling of nail holes, cracks and blemishes shall be done. 3.8 Before any work is done, the Contractor will prepare color and texture samples - on the job for the Owner's approval. 3.9 Inspection: Notify the Owner so that each coat of material is inspected and approved by the Owner before the application of each succeeding specified coat, otherwise no credit for the coat applied will be given, and the contractor automatically assumes responsibility to recoat the work in question. 3.10 Basis of Quality This specification lists Benjamin Moore Paint products to establish a basis of quality. Equal products by Glidden Paints and Pittsburg Paint Co. are acceptable substitutes. Specific Color requirements are listed within this specification, on the building elevations, door and hardware, details and decor finish requirements. 3.10.1 Steel Doors and Frames (Refer to Sheet A9 for door and frame colors) Interior 6 Exterior First Coat: Moore's Alkyd Enamel underbody tinted to approximate shade of finish coat. Second & Third Coat: Moore's Satin Impervo Enamel 3.10.2 Interior Wood Trim and Wood Doors - Stained and Varnished First Coat: Benjamin Moore Semi -Transparent Stain to match colors of stains indicated on interior finish drawings. Second Coat: Benwood Urethane Low Luster Clear - 043500 Third Coat: Benwood Urethane Low Luster Clear - 043500 3.10.3 Interior Wood Trim - Painted First Coat: Latex Enamel Underbody 01 Base tinted to approximate color selected. Second Coat: Regal Aquavelvet Eggshell Enamel. (Hatch color of laminated plastic where required.) 3.10.4 Exterior Downspouts, and wall collector/scupper First Coat: Rust Inhibitive Metal Primer - White 016301 tinted to approximate color of finish coat. - Second Coat: Moorgard Latex House Paint 3.10.5 Interior Masonry Block First Coat: Hoorcraft Block Filler #14501 Second Coat: Tile -Like Catalyzed Architectural Coating Enamel Base Light 037190 Tinted to Antique Ivory M-29. 3.10.6 Interior Drywall (To receive vinyl wall covering) First Coat: Benjamin Moore Hoorcraft Alkyd Enamel Underbody 3.10.7 Interior Drywall First Coat: Latex Quick Dry Prime Seal Second Coat: Moorgard Impervo Enamel 3.10.E Exterior Ferrous Metal Handrail, Steel Window Lintels and D.T. Bollard, sign and light posts. First Coat. Iron Clad Retardo Rust Inhibitive metal primer tinted to approximate finish color. Second Coat: Moore Glo Latex House and Trim Paint. 3.10.9 Exterior Walls (Stucco) First Coat: Moorgard Latex House Paint Second Coat: Moorgard Latex House Paint 3.10.10 Exterior Dumpster Walls (Block) First Coat: Moorgard Latex House Paint Second Coat: Moorgard Latex House Paint SECTION 09961 - VINYL WALL COVERING 1.0 GENERAL 1.1 Furnish and install all vinyl wall covering indicated or specified. 2.0 MATERIALS 2.1 Adhesive shall be compatible with wall surfaces and vinyl wall covering, as recommended by the vinyl wall covering manufacturer. 3.0 INSTALLATION 3.1 Vinyl wall covering and adhesive shall be applied in accordance to the manufacturer's written instructions. 3.2 Primed Drywall surface required see 9901, item 3.10.11 DIVISION 10 - SPECIALTIES SECTION 10811 - TOILET ROOM ACCESSORIES 2.0 MATERIALS 2.1 Toilet Room Accessories shall be as scheduled on the drawings. 3.0 INSTALLATION 3.1 Provide wood blocking within wail as required to support grab bar, and other surface wall mounted items. DIVISION 11 - EQUIPMENT SECTION 11401 - FOOD SERVICE EQUIPMENT 1.0 GENERAL 1.1 Food Service Equipment, Exhaust Hoods - See Division 1 General Requirements. DIVISION 12 - NOT INCLUDED DIVISION 13 - NOT INCLUDED DIVISION 14 - NOT INCLUDED DIVISION 15 - MECHANICAL AND PLUMBING SECTION 15501 - AIR CONDITIONING, HEATING AND VENTILATING 1.0 CENF.RAL: 1.1 Work included under this Division consists of providing labor, materials, appliances, equipment, tools, transportation, superintendence and services required to construct and install complete and proper operating mechanical systems as specified, indicated, and elsewhere required. 2.0 EXAMINATION OF SITE 2.1 Bidder is advised to visit the site and acquaint himself with working conditions. Contractor shall accept conditions as they exist on bid date. 3.0 MATERIALS 3.1 Materials, equipment and appliances shall be new and of best quality unless otherwise indicated. 3.2 Determine that proposed equipment can be installed in space available. Install equipment so parts are readily accessible for inspection and maintenance. Extra compensation will not be allowed for dismantling equipment to obtain entrance into building. 3.3 Materials shall bear Underwriter's Label where such standards have been established and listed by Underwriter's Laboratories, Inc. 3.4 Materials, equipment and appliances shall conform to latest standards of: Air Moving and Conditioning Association, Inc. Sheetmetal and Air Conditioning Contractor National Association, Inc. American National Standards Institute American Society of Heating, Refrigeration and Air Conditioning Engineers American Society of Mechanical Engineers American Society for Testing Materials National Electrical Manufacturer's Association Air Conditioning and Refrigeration Institute 3.5 Use extreme care in selection and installation of equipment to insure that noise and vibration are held to absolute minimum. Correct objectional noise and vibration. Provide vibration eliminators required for proper results. 4.0 PERMITS, FEES AND CODES 4.1 Cost for all fees, permits, tests and inspections shall be paid,for by this Contractor. 1 4.2 Installation shall be in accordance with applicable codes and regulations including: City and/or County Building Inspector National and Local Electrical Codes National Fire Protection Association State, County, and City Department of Health State Plumbing Code Air Pollution Board State Building Code O.S.H.A. Code 5.0 COOPERATE WITH OTHER TRADES 5.1 Make known arrangement of work and check arrangement and location of other trades to avoid conflicts. Examine drawings of other trades to determine exact equipment locations for rough in. 6.0 OPERATING INSTRUCTIONS 6.1 Mechanical Contractor shall provide to Owner operation and maintenance manuals. Contractor shall instruct Owner or Owner's representative in operation of all equipment. 7.0 INSPECTION 7.1 Notify Owner twenty-four hours in advance when piping or equipment is to be tested, before piping is insulated or concealed, and before trenches are backfilled. 7.2 Failing to comply with above, Contractor shall uncover and retest lines, repairing damage to other Contractor's work, as well as his own. 7.3 Before requesting final payment, inspect installation to assure that work is I complete and requirements of contract have been fulfilled. 8.0 CUTTING AND PATCHING 8.1 Unless otherwise indicated, do cutting and patching required for installation of work. 8.2 Do no more cutting than necessary. Cutting of structural members or exposed surface of concrete block will not be permitted. 9.0 INSULATION 9.1 Provide labor, materials, equipment and services necessary to complete insulation of mechanical systems and equipment. Insulation shall be applied by Contractor or manufacturer's representative regularly engaged in the application of insulation. Install in accordance with manufacturer's recommendations and as approved by Owner. 9.2 . Johns -Manville, Owens-Corning or equal. 1 9.3 Except for the materials listed hereinafter, all insulation materials, coatings and other accessories shall have a fire hazard rating not to exceed 25 for flame spread, 50 for fuel contribution and 75 for smoke developed; except smoke developed rating shall not exceed 50 for duct coverings and linings; materials shall not produce flaming droplets when subjected to fire. 9.4 Accessories, such as adhesive, mastics, cement, tapes, glass fabric and covers for fittings shall have the same component ratings as listed above. 9.5 All products, or their shipping cartons or packages, shall bear a label indicating that flame and smoke ratings do not exceed above requirements. Duct liner shall be stenciled with "Meets 90A Requirements" 9.6 Refrigerant Lines - All refrigerant lines shall be insulated with one-half inch aerotube. 9.7 Duct Lining - Shall be Johns-Hansville or equal, applied with sound lining adhesive and metal pins. Sound lining shall be 1" thick. Install in supply air ducts, return air ducts and outside air ducts. 9.8 Round Ducts shall be externally insulated with 1" thick flexible blanket with integral vapor barrier. DRAWN BY CADD CHECKnO_J I MARCH 3, 1989 IREVISIONS1 DESCRIPTION 1 SHEET TITLE SPECIFICATIONS AAA TRIX ALL GENERATPDN 38.02 V &RI A T ION STANDARD DRAW74G NUN.IER SP401.382 IF SHEET NUMBER OF 10. AL_' . ,,a - ti. q; r. 10 1.-4g Low Pressure Duct Work: Ducts shall be constructed of galvanized steel unless " 14 )"r, .x otherwise indicated of not less than the following; gauges ;: ;_; m. iectangular S Std Guage h.., ?Saximum Size. y _- 24 �"� ins 0 30 � _ ' it�a' . < _ f art. y . �S a .A 4 .... 'ht.- P,�:,, � t .. u�Y y a'h,.. �Ys Cx _.,,,.z :� :.7� ' .:e � Fv r . k's ':. .. iC .i �: .Y e. T,a, „"$ -` d,_ a i'.' i e .f `p a {... :Y a. z ' '., . ;t ?� �` ua tr. -+ R� +^' '',G1 � h ,, xs' :.; -r:.' fir } h ' .,fit." �, '�,- - '11 - .:;.. .,sl a yy,, 4 P�, o:r; 22 P r:. t f ; 'A: •gyjr i. ,V�, l� w t # ...1 � Round: a� �' _11 . y}i� < »a .� t..,f•'a:;„, � € line. .r¢ ".o 2 6 . I °; 4: ° � : ,`-rd x :, ,r_.�,±: a�` • � ��'sf ^1r . 0 12 ra�R�i•,r,;�,:, ti' �. . jI 10.21 Exhaust duct work for the kitchen exhaust hood shall be constructed of black iron sheets with all welded joints. Install ductwork so pockets are not . formed. Pitch duct back towards hood. After welding is complete, joints shall I ` be wire brushed and painted with two coats of zinc -rich rust -inhibitive paint ,'t', . Ducts shall be constructed of not less than 16 gauge. Entire installation shall comply with requirements of NFPA 96. 1 10.3'' Type of joint connections, bracing, construction, etc., shall be irk accordance �, 1 ' with the latest edition of the ASHRAE Guide published by the American Society of "'A . Heating, Refrigeration and Air Condition Engineers, Inc. Ducts shall be M, k ff 4 •` t substantially air tight. , ;,' 10.4 Provide flexible fireproof canvas joints in duct connections to farts and units *K1 rs:and where indicated on drawings. 11.0 TURNItdG PANES 11.1 Where indicated. 12.0 FIRE DA2{PERS 12.1 Shall meet or exceed NFPA, Bulletin 90A spec-fications. Install in fresh air intake where required by local code. 13.0 BACK DRAFT DAHPERS 13.1 Install in exhaust air duct at fans noted. ___ .. �__ - 14.0 GRILLES, REGISTERS AND DIFFUSERS 14.1 All grilles, registers and diffusers shall be manufactured of extruded aluminum and shall be furnished in colors noted in schedule. Units shall be as manufactured by Hetalaire or Carnes. Other approved manufacturers are Barber -Colman and Conner. Units shall be ceiling, lay -in units unlless noted otherwise. • 14.2 Q Square ceiling diffusers (4 way pattern) shall be of the fully adjustable type to allow complete adjusting of air pattern from horizontal to vertical throw. Units shall be equipped with opposed blade volume damper.Wheh Indica.teA on Plans._ 14.3 Ceiling diffusers requiring one, two or three-way air patterns shall be of the fixed pattern type with opposed blade volume damper. 14.4 All exhaust registers shall be furnished with Integral opposed blade volume damper, constructed of aluminum. Surface or lay -in as noted. 14.5 See schedule on plans for sizes, capacities, model numbers and colors. Colors shall be as required by Owner. 14.6 Paint flat black all visible sheet metal behind grilles, registers and diffusers. 14.7 Dining return to be multiple registers with opposed blade volume damper. Kitchen return to be multiple grilles with washable or throwaway filters. - ta. "'. 'rF' '1 vii .,r`<.i. ,k t j f r(t :S toJ Y . { r' ry a -- - v - r <... sr._- , �. fi t. _ ,'..,: ,: '-r 'Ar - :,a , � 15 .0 FLASHINGS ��# , y s ` 1- �-�, ,, . r'..: "q �' r a.^^ - - , € - �r ' V,4' 15.1 Ducts and pipes through walls or roof shall be properly flashed and ,'' counterf lashed . .xs ° r A A ' y', r fi:, « { 16.0 SPIN FITTINGS .., -r #re 'j " 16.1 Where flexible duct is connected to rectangular. Provide Genflex Model No. Sri -ID. , 3 17.0 FLEXIBLE DUCT .-.- - -_-- - --_ -_ - - ------ _------._. - -- _ - -- ------ -- . ------------ ----_ -- -- -- __ i 17.1 Insulated low pressure flexible duct shall be a factory fabricated assembly consisting of a zinc -coated spring steel helix, non -perforated inner liner, wrapped with a nominal 1-inch thick by 1 lb./cu. ft. density fiberglass insulation. The assembly shall be sheathed in a vapor barrier jacket factory sealed at both ends of each section, thus assuring the vapor resistance of each section as well as the completed installation. The composite assembly, including insulation and vapor barrier shall meet the Class 1 requirements of NFPA Bulletin No. 90A, and be labeled by Underwriter's Laboratories, Inc.. with a flame spread rating of 25 or less, and a smoke developed rating of 50 or less. 17.2 Flexible ducts shall be installed in a fully extended condition free of sags and kinks, using only the minimum length required to make the connection. Where horizontal support is required, flexible duct shall be suspended on 36" centers with a minimum 3/4" wide flat banding materials. All joints and connections shall be made with 1/2" wide positive locking steel straps. - 17.3 Insulated low pressure flexible duct shall be Genflex Type SL-1 as manufactured by the General Environment Corporation, Glendale, California, Thermaflex or equal. 18.0 CENTRIFUGAL ROOF EXHAUSTER - 18.1 Centrifugal roof exhauster shall be direct driven with spun aluminum dome housing and conterflashing base. Rotor shall be in separate compartment isolated from exhaust air stream. Exhauster shall be Greenheck or Carnes. Other approved manufacturers are Cook, Acme and Jenn-air. 18.2 Provide gravity operated back draft damper and bird screen. ,ya18.3 Provide disconnect switch under motor compartment cover. i°19.0 PREFABRICATED CURB I, 1-' , £. I lj sy� t } Provide prefabricated 19.1 curbs for roof exhausters. Curbs shall be provided by fan manufacturer. � ." ",19.2 Curbs shall be minimum of 8" high and be provided with neoprene gasket to separate curb and fan. Curbs shall include an integral cant strip and shall be �t� � built to fit slope of roof, so that top of curbs are level.,- y Yl 19.3 All counterflashing for curbs shall be done by this Contractor to entire f a y R.. V A, , satisfaction of Owner #''r � 4 rE 1��, rr f '. it I it �f !�y :.: ; r ._� .. . ,.n..:. , .. ..�i,: ., .. s>e,aY .,�... . ,. ....... ..:.,..:� , .:.:, .. __. T: ,nu,... 3.. hY. .ar ... ..F., .,... .. sr'?.. 1_:. :{ ..r,A . ,.. ?C"'...:, "L�"'k..`.x..� ,�3 �F�...,. . 20.0 ROOFTOP AIR CONDITIONING UN 1 r5 �. WTR t;^ + tl , M; r kr�-� _ F < . -, 20.1 Furnish and install self-contained completely packaged year round heating and cooling units. Units shall be designed, constructed, rated and tested in _', w'th ARI Standard 2Z0. Units shall have minimum energy efficiency`. accordance i ratio (EER) of 7.0. Units shall consist of compressors, cooling coils, drain filte rs t wo sta e a' a motors g pan, condenser coils, condenser fans, supply it f n, gas fired heating, control wiring and piping all enclosed in a weather proof enclosure. Provide full perimeter curb between unit and roof which shall provide strong watertight support for unit. Curb design shall comply with National Roofing Contractors Association requirements. Units shall be Trane or ------ Other approved manufacturer is York. 20.2 Unit Enclosures 20.2.1 Enclosure shall be steel with factory applied corrosion and weather resistant finish. Provide gasketed removable panels or access doors for access to all internal parts. All joints shall be air and water tight. 20.2.2 Enclosure shall house all components of equipment, piping and controls. 20.2.3 Enclosure shall be insulated to limit heat transfer and prevent condensation in all areas of contact with conditioned or return air streams. 20.3 Compressor Section 20.3.1 Compressors shall be of the hermetic type and shall be complete with internal thermal and overload protection in each leg, crankcase heaters and service valves. Provide standard 5 year parts and 1 year labor warranty. 20.3.2 Compressor controls shall consist of low pressure cutout, high pressure cutout and high pressure relief. 20.3.3 Hagnetic contactors for compressor motors shall be located in unit control panel. 20.E Condenser Section 20.�.1 Condenser coil shall consist of non-ferrous tubing with mechanically bonded aluminum fins. 20.4.2 Condenser fans shall be propeller type. Fan motors shall have thermal and over -current protection. Hagnetic contactors for fan motors shall be located in unit control panel.11 20.5 Evaporator Section - 20.5.1 Evaporator coils shall consist of copper tubing with aluminum fins mechanically bonded to tubes. Coils shall be provided with liquid line dryer and sight glass. 20.5.2 Supply air fan shall be of the belt driven centrifugal type, with forward curved blades. Fan shall be statically and dynamically balanced at factory. Fan shall not pass through first critical speed at cataloged RPHs. Hagnetic contactors for fan motor shall be located in unit control panel. Provide controls to prove fan operation before heating or. cooling can be energized. These controls shall also shut off heating or cooling in event of low air flow. 20.5.3 Provide drain pan under cooling coil of adequate size to catch all coil condensate. Pan shall be zinc coated steel with heavy coat of insulating sealer. Provide pan with drain line connection and galvanized threaded trap. 20.6 Heating Section 20.6.1 Heating section shall consist of two stage gas fired heat exchanger complete with required gas valves gas piping, factory wiring and combustion fan. Provide minimum (5) five year non -prorated heat exchanger warranty. 20.6.2 Provide manual reset high limit protection for heating section acting through independent and separate contactors. Pilot shall be of the solid state electronic intermittent type: Provide power induced, combustion air 6 purge air. Induced draft fan to non during pilot operation also. 20.1 Filters - Shall be 1" thick, low velocity, glass fiber throwaway type in commercially available sizes. 20.8 Outdoor Air 20.8.1 See schedule on drawings for minimum outdoor air requirements. _ 20.8.2 Kitchen heating and cooling unit shall be provided with automatic economizer Q kit consisting of modulating motorized outside air dampers, barometric relief air hood discharge air cpntroller, and outside air temperature controller. 20.8.3 Other heating and coolin�' units shall be provided with minimum motorized outdoor air damper. 20.9 Contractor shall install system in accordance with NFPA 90A. 20.10 Furnish and install fire damper in fresh air intake, where required by local codes. 20.11 Electrical Connections - Electrical Contractor will provide required disconnect switches, install and wire complete to connections in the units. 22.0 KITCHEN HOOD EXHAUST FANS 22.1 Fans shall be of the belt driven, backward inclined, centrifugal type with vertical discharge designed to handle grease laden air. Rotor and drive shall be isolated from the exhaust air stream. Provide adjustable motor sheave. Fan shall be statically and dynamically balanced. Fan shall be AHCA rated and U.L. listed. Drive assembly shall be provided with vibration isolators. Fan housing', shall be heavy gauge aluminum and shall include built-in grease drain and bird screen. 22.2' Fans shall be as manufactured by Greenheck or Carnes. Other approved manufacturers are Cook, Acme and Jenn-Air. 22.3 Provide factory installed disconnect switch located inside the fan housing. 22.4 Mount fan on prefabricate 23.0 HOOD FIRE SUPPRESSION SYSTEH 23.1 Exhaust hood or hoods (item 96, furnished by KFC) will be delivered to the project with fire suppression piping, nozzles and fusible links pre -piped within the hood. Piping and nozzles will be suitable for use with Ansul R-102 Restaurant Fire Suppression System. Extinguishing agent shall be potassium carbonate, potassium acetate -based formulation designed for flame knockdown and securement of grease -related fires. Total. system shall be U.L. listed for the specific hazard and shall be installed in accordance with NFPA 96. 23.2 Fire suppression sub -contractor shall furnish "field items external to the hood in quantities shown on the plans. Refer to plumbing plan ,sheets for system description and piping requirements. 23.3 Fire suppression sub -contractor shall be responsible for the complete installation and certification of the wet agent suppression system. 24.0 CALIBRATION TEST AND BALA2ICING 24.1 A completely installed, operating and balanced system is the responsibility of the contractor. Listed below are items to be completed by the contractor's work force, followed by items to be completed by either the HVAC Equipment Package Supplier (Trane or Carrier) or a certified independent air balance agency. 24.1.1 Contractor to do the following: - Set HVAC units to RPH and amp draws listed on setup sheet. - Check and set HVAC evap fans for proper rotation. - Connect and set motor operted outside air controllers and dampers to the settings listed on setup sheet. - Connect HVAC transformers to proper voltage taps. Wire and checkout night setback system for proper operation. Install thermostats and check for proper operation. f - Install and check all diffusers for proper locations and throw pattern. - Verify that the exhaust hood fans are properly interlocked with the correct make-up air fans and appliances. - YeriEy that the HVAC outside air damper controllers are properly interlocked with the exhaust system and night setback system. - Set exhaust and make-up air fans to RPH values listed on setup sheet. - Adjust exhaust and make-up air fans for proper rotation. Yerify that all fans are in the proper location. - Verify that hood exhaust filters are installed properly. - Verify that the non -heated make-up air ducts have dampers to each hood opening. Yerify that each supply run has its dampers open and locked. Yerify that each fan has the proper voltage present at the motor. - YeriEy proper motor tap on restroom fan. Mechanical contractor must be present during the balance to make adjustments on dampers. pulleys, and controls as required. - Electrical contractor must be present as required for electrical controls and power changes. 24.1.2 HVAC Equipment Package Supplier or certified air balance agency to do the following: - Inspect Eor proper fan installation. Check for proper exhaust Fan operation including interlock. Check for air flow from each diffuser. - Check thermostat for proper functional operation. Check rooftop unit for proper thermostat connections, voltage taps, and outside air interconnect. Check night setback operation of thermostats. _ -+ Check outside damper operators Eor proper operationi. - Check and adjust economizer controls for proper setting. - Heasure amperage and RPH of each HVAC unit. (Direct the mechanical contractor to adjust pulleys to proper values to obtain desired results.) - Check the speed tap Eor the bathroom exhaust fan and direct the mechanical contractor to adjust as required. - Heasure the restroom exhaust and supply diffusers and adjust the volumes near the values listed on the drawings. Heasure the return air values of the HVAC units and adjust to near -the required values listed on the drawings. - Heasure the main exhaust hood fan volumes and direct the mechanical contractor in the adjustment of the fans to obtain values near those listed on the drawings. :t,I Submit a one page summary of the building balance values and equipment settings. Complete installation inspection. # r Heasure supply air volumes Erom each HVAC unit with a flow hood, r adjusting values to desired values �' E ' �� i Smoke hoods for capture ability.i 7%r . x :; 111�, h {M r S r 1. 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Yr elfasS i �' ,cP� l i `"� 1} tr + y � , yq 4> i " ti � 'a;ti A 4 h i '� r a irks t y � � i .r 1 `, ' 4 a.., y , ,': M k , ¢ x t t jj 7 fi q 5 ,x #", 4 �+ 'b „, aq ::; i�` •^ at+ b . *° Ott s u+ r „&' ` fir kj : ;' , i i {. '§ ,t yo<' .aIR' I P! , +` 4 kk _ ,i W s , ^>- a n lfr c ', C ' 1 ><k 7P '§h i , ^alx�' 7 '- $ �' . h t 't r S Q f ''1 1. "r A{.{. !A M �yt Cd`..:. i a .r �� , u :, c. 7� :'. �' e 4 7 e r - a q� k ^'lib' M Y n >:r .Nlc' ,6P /'}'•���.. '� �` ,�{ f:t�a o A ,> 1 , P a acy:. + z?> YN,+.,y 5�s ��+'k;Y?,� �,. r�I N�' �'• x u� r ,s.r,� �;,c, r�.. � t } , - " r n a ,,, d a. - � fi c b - _i e s- a b, 'k Y LUHSI N P C � � i•. A 3* t r x r a 1 d d �•sW i r; .r •°T . r t. tit sue' •4 A --4A G A. y s . •.. _' '.: y; ar..: w'4• .. a • a r F . #' i„..r... r� :..,,,.�_ ,-. -aq !�_, a.. si` .. t: --x� x ,,.c,,,: ..- �x-:-'....:: •:k M,��, 'Ni.:.. -..�" .. :.,,-. ,._ i',,r. -,., $Cu", ,tA $. �. :.-... 1. .�5. ,,. :...-;AR.... Fes-:. ..14' ..: .., ..:. .. . .. .::�. •.F r .....r , . .. • . , i ,.,..:. ... ._: ., _ k. �: n .3Ro.:. ..... ,. ..e :r& ., .. _3 r qq �'eF,'. ' •"� , ax.: {c , This section includes all labor and materials required to complete properly a o gratin system. > g 4 F-. # e£> y, ac YeT^ . fY�.i, '?"STL �, _.. �..lr i.C.. 4§- .k. ,tl'� r� :.N . •'J � �.N , I J ? 4RaE r r.� a• i � ..i.. � ^`::, 1.2 Work shall be performed by mechanics skilled in their respective trades and shall present appearance typical of best trade practice. Work not installed In this manner shall be repaired or replaced. 1.3 Cost for all fees, permits, tests and inspections shall be paid by this Contractor. Furnish (3) copies of inspection certificate before requesting final payment. 1.4 Test system under normal operating conditions and demonstrate that parts are functioning properly. Test piping before it is insulated or concealed. Piping shall be tested in accordance with the requirements of the authority having jurisdiction. 1.5 Exterior utilities shall have a minimum earth cover of thirty-six :inches unless indicated otherwise. Pitch soil, waste and drain lines on a one percent grade. 1.6 All equipment and materials shall be installed in accordance with manufacturers' recommendations. 1.7 Contractor shall furnish and install any auxiliary lines, or accessories necessary for the proper functioning of the equipment and systems, whether or not specified or indicated on the plans. 1.8 Contractor shall provide in walls behind fixtures adequate wood blocking for fixture hanger plates. Plates shall be secured to blocking as per manufacturers' instructions. 2.0 MATERIALS 2.1 Soil, Waste and Vent Pipe 2.1.1 Soil, waste and vent piping larger than two inches, and piping in earth inside building shall be ABS plastic pipe and fittings conforming to ASTH-D2661; ASTH-F628, PVC plastic pipe and fittings conforming to ASTH-D2665, ASTH-D2949 or service weight cast iron pipe with service weight cast iron hub and spigot fittings. Joints in cast iron pipe shall be packed with oakum and caulked with poured lead or be neoprene gasket type. 2.1.2 Waste and vent piping two inch and smaller shall be ABS plastic, PVC steel pipe and fittings or DWV copper pipe with cast brass solder joint, drainage fittings. 2.1.3 Provide oleanouts as indicated and required by codes. Cleanouts inside building shall be Zurn ZN-1420. Cleanout outside building shall be Zurn ZN-1460. 2.1.4 Subject soil, waste and vent piping to hydrostatic test of not less than ten foot head or air test of not less than five pounds per square inch using mercury column gauge. After fixtures have been installed subject entire system, exclusive of house sewer to air test equal to one inch water column and prove tight. 2.2 Hot and Cold Water Piping 2.2.1 Cold water piping outside building shall be Type "K" copper. 2.2.2 }tot and cold water piping above ground shall be Type "L" copper with approved cast brass or wrought copper solder joint fittings. 2.2.3 Subject hot and cold water piping to hydrostatic test of one hundred fifty pounds for twenty-four hours. Hot and cold water piping shall be thoroughly flushed with water and then filled with chlorine solution of 50 PPH and let stand for eight hours_ Chlorine solution shall be drained and piping flushed with clean water prior to operation. 2.3 Gas Piping 2.3.1 The Contractor shall arrange with the Local Gas Company to make connection to the gas main in the street indicated on the drawings, to extend the service pipe to the meter, and provide meter, valves, etc. as required by local gas company. Contractor shall obtain and pay for service and meter. Gas service shall be of sufficient size to provide the flow of gas per hour as indicated on drawings. 2.3.2 Gas piping inside building shall be standard weight Schedule 40 black steel threaded pipe. Provide one -hundred fifty pound ASA rated malleable iron fittings. Make all threaded joints using joint compound on male threads only. 2.3.3 Gas piping outside building shall be same as above except shall be! coated with Minnesota Mining and Manufacturing Company's Scotch Kote mill -wrapped pipe. QFittings and joints for mill wrapped pipe shall be Scotchwrap No. 50. Laps shall be one-half the width of tape used, making double thickness application. Laps shall extend approximately 6" each side of joint or fittings. Underground piping may be plastic as approved by local codes and serving gas company. 2.3.4 Provide a gas cock, dirt leg, and union at point of connection to each piece of gas equipment. 2.3.5 Subject gas piping to test of not less than ten pounds per square inch or twenty inches of mercury. Apply pressure with force pump and maintain for sixty minutes without leakage. After connections of all equipment:, system shall be retested for leakage- 2R4 Fixtures 2.4.1 Furnish and install fixtures as indicated on equipment schedule. 2.4.2 All exposed fittings, supplies, strap, etc., shall be chrome plated. 2.4.3 The connection of fixture traps fc°om lavatories to waste pipe shall be made with ABS plastic, PVC plastic or DWV type copper. _ 2.5 Valves - -- 2.5.1 Water valves shall be Jenkins 370 or 1240. Valves on 3 compartment sink shall be Cooper. 2.5.2 Gas valves shall be Walworth 554 or 1797E. 2.6 Hangers 2.6.1 hangers shall be split ring type secured to building construction with rods. Install hangers on outside of insulation with sheet metal saddle between hanger and insulation. 2.7 Plates 2.7.1 Provide chrome plated plates around all exposed bare and insulated piping passing through floors, wall and ceiling. 2.8 Flashing 1 2.8.1 Flash vents through roof with four pound sheet lead extending twelve inches around pipe. Extend flashing to top of pipe and turn down inside at least one inch. R�'" i;' A,L• - `w€ ,?^fc.?Z-,+s k �"# .-.. i -- I ,--ir .�.ii',rrr' `� �, Z�•. 'Br:�:r ":'S � f,, 4 , a .r,,�r •.elk I An. }' ,.f r A.}+ >G >a�T,S. `p� ... .. _. ...R. v F A•... a ... i� - .,:. N. k.. r r a. ! 3 I 2.9 Excavation 2.9.1 Provide all necessary excavation and backfill for piping inside and outside building. Backfill shall be placed in layers not over six inches in depth, , and solidly tamped and compacted to a density of not less than that of adjacent undisturbed earth. 2.9.2 Lines under floor slab shall be installed, tested and approved before slabs are poured. 2.10 Pipe Insulation 2,10.1 All hot and cold water piping in walls, above ceilings and exposed shall be insulated with 1/2" thick closed cell plastic type insulation similar to Johns -Manville "Aerotube" Longitudinal seams shall be sealed. Lateral seams (butt joints) shall be sealed on cold water pipes only. 2.10.2 Insulate fittings continuous but do not insulate valve bodies nor fixture supplies. 2.10.3 Pipe hangers may be installed under insulation on hot water piping. Hangers, with appropriate saddles, shall be installed outside the pipe covering on,old water piping. 2.11 Condensate Drain Piping 2.11.1 Drain piping and fitting above roof may be galvanized steel pipe, DWV copper drain pipe or PVC plastic pipe. Drain piping above suspended ceilings to floor drain shall be PVC plastic pipe. PVC plastic pipe shall be solvent cement socket type fittings and pipe conforming to ASTH D1785, Schedule 40, and D2466 or D2665. Maximum distance between pipe supports for PVC piping shall be 4 feet,. DIVISION 16 - ELECTRICAL SECTION 16011 - BASIC ELECTRICAL REQUIREMENTS 1.0 GENERAL 1.1 Contractor shall provide all necessary materials, labor, tools, transportation, superintendence and related items to install a complete and fully operative interior and exterior electrical system as specified herein, shown on the drawings and elsewhere required. 1.2 All outlets, fixtures andl'equipment shall be fully connected to proper sources of power supply and left ready for use. 1.3 Provide all excavation and tamp-backfill as required to complete work. Correct any settling during guara tee period to Owner's satisfaction. 1.4 Provide all necessary cutting and patching as required to complete work. I� Patching shall be done by mechanics skilled at their work. All openings shall be filled and matched to conform with fire regulations. 1.5 Cooperate with other trades: Hake known to other trades arrangement of electrical work and exami a work of other trades to avoid conflicts. Examine drawings of other trades to determine exact equipment locations. Examine manufacturers shop.drawings to determine rouglhing-in requirements. 1.6 Permits - Fees - Codes: Pay all costs for permits, fees and inspections required by authorized agencies having jurisdiction over electrical work. Electrical system shall conform to requirements of National, State and Local Electric Codes, Local authorities and Utility Company. 1.7 Equipment manufacturers', other than those listed, will be acceptable upon written approval of Owner. All electrical materials shall be listed and labeled by UL and shall conform t{o NEMA and other industry standards. 1.8 Provide typewritten directories in branch panelboards with clear plastic shields. Provide engravekd plastic name plates on all disconnect switches, motor starters, control devices, and switches in service entrance equipment. 1.9 Tests: Entire electrical system shall be fully tested and corrected of any short circuits, open grounds, faulty wiring and incorrect connections. 1.10 Guarantee: Complete electrical system including all materials, equipment and labor shall be guaranteed for a period of one year beginning with date of acceptance of building by owner. .SECTION 16051 - BASIC MATERIALS AND METHODS 1.0 GENERAL 1.1 Section 16011 applies to all work hereunder and shall include conduit, boxes, wire, wiring devices, lighting fixtures and related materials. 2.0 MATERIALS 2.1 Conduit 2.1.1 Connections to equipment shall be made with three feet flexible liquidtight conduit with liquidtight connectors. 2.1.2 Connections to recessed ighting fixtures shall be made with six feet of flexible conduit from a ox within two feet of the fixture. 2.1.3 Rigid'„alvanized threaded thickwall conduit with threaded fittings shall be provided in slabs on grade. Conduits below slabs on grade or in earth outside of buildings shall be Sc�edule 40PVC with separate grounding conductor per NEC Article 347-4, 1987 Edition, where acceptable by Local Codes. Where the use of PVC conflicts with Local Codes substitute rigid galvanized threaded thickwall conduit painted with two; coats of Asphaltum and with the two coats applied at joints after installation. 2.1.4 All other conduit shall be electric metallic tubing with compression type fittings. 2.2 Boxes 2.2.1 Concealed boxes shall be 4 inch square galvanized steel with galvanized extension rings, total depth of not less than 2 112 inches. 2.2.2 Surface mounted boxes shall be cast weatherproof aluminum. 2.3 Wire: All wire shall be installed in conduit. Conductors shall be 98% Conductivity Copper of 012 AWG minimum size. Insulation shall be color coded, and rated for 600 volts minimum. Type THHN or THWN shall be used where conduit sizes are limited. At other locations, type TW may be used in sizes #10 and 012 AWG and type THW.for larger sizes. •. is ,..">?�;^ ':,3. yN at: ;: - •? a .,:` 1 `� T _. 4":-:.:':v u° ;."-' .. � Ak��.--:•41`t p •A'�". pp A P S T xE' r, T G 4 C I �r I Ire A r� 3. , 2.4 Wire Connectors for sizes 010 AWG and less shall be Buchanan "Press -Shure", Ideal "Wrap -Cap", T & B "Stakons" or 3H "Scotchlok". -Connectors for wire size 08 and larger shall be T & B or Burn q methods using hydraulic presses. 2.5 Electric Tape shall be Johns -Manville "Dutch -Brand", 3H "Scotch Brand" or Plymouth "Slipknot Brand). 2.6 Wall Switches shall be gray for stainless steel plates.. and shall be as follows or approved equal. 2.6.1 20A, SP, 1251277 V. - A & H 01991GRY, Bryant 04901CRY, or Hubbell 01221CRY 2.6.2- 20A, 3W, 125/277V - A & H 01993GRY, Bryant 4903GRY, or Hubbell 01223GRY. 2:6.3 20A, 4W, 125/277V - A & H 01994GRY, Bryant 4904GRY, or Hubbell 01224GRY. 2.6.4 20A, SP, 125/277V with pilot light - Arrow -hart 01991-PL, Bryant #4901-PL, or Hubbell 01221-PL. 2.6.5 20A, SP, 125/277V, weatherproof - Arrow -Hart 02991/2881-C or Hubbell #1281/1795. 2.7 Receptacles shall be gray for stainless steel plates, and shall be as follows or approved equal. Provide other receptacles as indicated on the drawings. 2.7.1 20A, 125V, duplex - A & H 05362GRY (1), Bryant #5362GRY(1), or Hubbell 05362GRY (1). 2.7.2 20A, 125V, twistlock - Hubbell 2310. 2.7.3 30A, 250V, 3W-G - A & H 05700, Bryant 9630FR or Hubbell 09430. 2.7.4 50A, 250V, 3P, 4W-G - A & H, P & S or Hubbell 8450 with 8452 plug & 4/C 08 SO Cord. 2.7.5 Ground Fault - A & H #53GF62, Bryant 053GF62 or Hubbell flGF 5362. Provide spring loaded weatherproof covers where required by code. 2.7.6 Clock & Sign Hanger - A & H 05708, Bryant 02828-CS or Hubbell 05235. 2.8 Plates - Provide face plates for all devices including wall switches, receptacles, telephone outlets and all wall outlets. Face plates shall be satin finished stainless steel in all food preparation, Lobby and Dining areas. 2.9 Lighting Fixtures shall be furnished by Contractor as scheduled on drawings except for those indicated to be furnished by owner. Contractor shall install all lighting fixtures, provide necessary mounting hardware. All recessed lighting fixtures shall be thermally -protected as required by code. 2.10- Lamps 2.10.1 Contractor shall furnish and install one complete set of lamps for all lighting fixtures supplied by the contractor. Fixtures supplied by the owner or others shall be furnished with lamps by each respective fixture supplier. Provide label in each fixture indicating size and type of lamp corresponding with schedule on drawing. f 2.10.2 Fluorescent lamps shall be color shown in schedule, energy efficient, manufactured by General Electric Watt Miser II. 2.10.3 Incandescent lamps shall be inside frosted with 2500 hour lamp life rated 130 volts. 2.11 Fluorescent Ballasts shall be energy efficient, manufactured by General Electric, Maxi -Miser II. 2.12 Starters: Three-phase units shall be Allen-Bradley, Bul 509-TAD with 120 volt coil, N.O. auxiliary contact, and with red pilot (in cover). 3.0 EXECUTION 3.1 Raceway System r 3.1.1 All wire shall be installed in a conduit and shall be concealed where possible. Where necessary to expose the wiring the raceway shall be installed as inconspicuously as possible and in straight lines, parallel with the building lines. Cut raceway square, ream smooth and make-up tight. Plug -ends of raceways during construction and swab -clean before pulling wire or cable. Support raceways from building structural members only with approved fasteners designed for the purpose. 3.1.2 Raceway system shall be installed to maintain the maximum headroom with required supports for the load. All anchors, straps an clips shall be the type designed for the purpose installed in accordance with the manufacturers recommendations. Common supports may be used for mechanical and electrical equipment by coordinating the work with all trades. 3.1.3 All electrical boxes shall be supported from building structural members independently of the conduit raceways, mechanical systems or suspended ceiling supports. Recessed boxes shall be flush with surrounding surfaces. All boxes and cabinets shall be protected during construction and shall be cleaned before pulling wire and installing devices. 3.2 Wire: Use only approved type wire -pulling lubricants for wire 04 AWG or t larger. Splice wire only in accessible boxes. Make wire joints mechanically strong before applying the connector, and where tape is used, wrap each joint to the thickness of the original insulation. Clean and polish metallic surfaces before installing conductors. Apply pressure type lugs on standard conductors connected to screw or bolt type connections. 3.3 Wiring Devices: Unless noted otherwise, receptacles shall be installed 12" above the finished floor, switches shall be 48" and clock hangers Q Receptacles noted above work counters and cabinets (AC) shall be mounted above the splash back. Weatherproof receptacles shall be installed so that the cover protects the device in the open position. Receptacles shall be bonded to metallic boxes or to separate ground conductor per NEC. 3.4 Equipment Connections: Provide all necessary motor starters, disconnect switches, controls, conduit, boxes, wire, etc. and connect complete to each piece of equipment requiring connections indicated on the drawings. Where equipment ratings differ from that indicated, consult Owner. Where equipment is noted as future, terminate circuit in junction box and tape ends of the conductors. r 3.5 Lighting Fixtures: Provide all necessary mounting hardware and related items to properly install the lighting fixtures. Fixtures supported in exposed grid ceilings shall be provided with clips. Fixtures mounted in or on the ceilings shall be aligned with tiles. Lighting fixtures shall be supported from the building structural members except for exposed grid ceilings where a ceiling supporting wire shall be provided at each fixture corner. 3.6 Cleaning: All equipment including panelboards, switches, wiring devices, lighting fixtures, wall plates, etc. shall be free of corrosion, dirt, paint spatter or damage of any sort at final acceptance of the work. Contractor shall clean, repair or replace same as instructed by the Owner before final payment. ry t 3.7 Workmanship: All work shall be performed bf workmen skilled at their trades and shall be typical of the best trade practices. i 1 r. 7 6401 - �EP..I .0 AND DIS _ I UT 0 SECTION 1 TR B I S N 1.0 GENERAL 1.1 Score: Section 16011 applies to all work hereunder and shall include service, metering and distribution. i I 1.2 Service: Contractor shall verify service voltage and type of termination with local Utility Company and shall provide necessary revisions and modifications required. Service terminations may either be underground or overhead depending ' on the Utility Company's requirement and approval by Owner. 1.3 Metering: Contractor shall provide necessary metering facilities including meter socket, current -transformer cabinet, conduit and other work for metering required by the local Utility Company. 1.4 Grounding: All exposed non -current carrying metallic parts of electrical equipment, metallic raceway systems, grounding conductor in raceways, and neutral conductor of the wiring system shall be grounded. The ground connection shall be made at the main service equipment and shall extend to the point of entrance of the metallic water service. Connection to the water pipe shall be made with a suitable ground clamp. Metallic water service shall be grounded as described by NFPA 70. Where there are no metallic water services to the building, ground connections shall be made to driven ground rods on the exterior of the building. 1.4.1 Ground Rods shall be of zinc -coated copper -clad steel not less than 3/4 inch in diameter, 8 feet long, driven full length into the earth. The maximum resistance of a driven ground rod shall not exceed 25 ohms under normally dry conditions. If this resistance cannot be obtained with a single rod, additional rods may be coupled and driven with the first rod. 2.0 MATERIALS 2.1 The main distribution panelboard shall be furnished by KFC to the Contractor for installation by the Electrical Contractor. The panelboard furnished shall comply with Federal Specs WP115a, type 1, class 1 and shall be unassembled with current limiting circuit breakers rated at 100,000 rms symmetrical amperes and housed in a NEMA 3R raintight enclosure having a minimum width of 21 inches and a minimum depth of 6 inches. Bussing shall be braced for 65,000 rms asymmetrical amperes. The panel shall bear a label indicating its approval for use as service entrance equipment. Feeder circuits shall be identified with lamacoid engraved plastic plates having 1/2" high letters on black background. 2.2 Branch Panelboards shall be furnished by KFC to the Contractor for installation by the Electrical Contractor. They shall be factory unassembled bolt -on I circuit breaker type, minimum oz 21 inches wide and 5 1/2 inches deep, recessed or surface mounted as indicated. Trim shall have hinged door with lock and key, and typewritten circuit directory on inside door protected with clear plastic shield in a card holder. Circuit breakers shall be thermal -magnetic full size, common trip on 2 and 3 pole with trip free handles, rated not less than 10,000 RHS amperes. Branch panelboards shall be Cutler Hammer PB or approved equal. 2.3 Disconnect Switches shall be furnished by the Electrical Contractor. They shall be normal duty type NEMA NO, unfused unless noted otherwise, and with operator interlocked with the door so door can be opened only in the "on" position. Switches shall be manufactured by General Electric, Square D, Westinghouse . -k 2.4 Execution: Panelboards shall be installed at height, indicated on riser " drawing. Disconnect switches shall be installed 4'-0" above finished floor where possible. All cabinets shall be vacuum cleaned before pulling wire. j C) � y UJ DRAWN BY CADD DATE MARCH 3, 1989 REVISIONS DESCRIPTION 01/21/89 - LECTTR[CAL iZEY SHEET TITLE SPECIFICATIONS MATRIX ALL GENERA T ION 3M2 VARiA TION STANDARD DRAWING NUVBCR SP601.3Q2 :SHEET NUMBER ��� �•-., t s' Mh- � i _�`� �' la A5�' "�r� (� A rt K r' � �' � , 'f � :'�.' � '�: K^C, jjt 7' 3 t If C T I`J 24 35 1 THIS SITE,, vV I r ir.j Y4 1 � x^t�"tiry�,�� 'n0',Tex"hrwwv�rv�.�r.n�xxxxxxx�cr�cxn,. .. - 'j <1 4 i LOCATION MAP SECTION 2,1, TOWNSHIP 35, RANGE 39 T LUC I E COUNTY, FLORIDA \` SITE DATA ZONING PNRD (PLANNED NON-RESIDENTIAL DEVELOPMENT) SITE AREA 37,544 S.F (0.862 AC.) BUILDING AREA 3,092 S,F 8 % IMPERVIOUS AREA PAVED AREA i9,512 S.F WALKS, ETC. 1, 190 S. F 20, 702 S.F 55% I PERVIOUS AREA LANDSCAPING _ 13, 7 50 S.F 37% 100 % PARKING REQUIRED 10 SPACES PER I,OOO S.F BLDG. AREA = 31 PARKING PROVIDED 3 3SPACES + 2 HANDICAPPED SPACES i 35 ww` ( f ' Cr 0000 Cwoo l 1 l 7 , �ii '� xr`- - " - •� ` - ��\ � f CJ 2 5'0 8 L 0I T FA C K �`?% o C� R� G� �i y �AN� �v "�8 �� SAN M r Kc�PJIP `� Y 2 t` �. \ PLC (d OTHER`' ` S P BAR ALKSTOPSIG 1' �` ? NCTE` -\ 4 cJA r a � 11 RIM EL - 5 I L�J I Hlw'd0 NUT EN -f J "`� ` �' OP gF� PROpo - �6 4 G A INV EL - i4 ? 9 -^ - — �' F R Lk 00 m UG rtTE � ��''�, � V �' � ONE O9 L .- \�' rim �; �u0 � � � � � ��-Y 3 \'• w�- LIGHTED KFC I N ENTRANCE SIGN- LvE X S; ,n i GNOR I � 7 / Z ,, _� .z o DESCRIPTION — LOT I B PROPO ED ! 0 I ti �\ 'iB s - N� �� j- �ALLEYGUT�TE �R o c� n, portion of land lying in the Southeast one -quarter (S.E. 114,) of the Southwest one- � � PROPO ED ! —', � �' '� carter S. W. 114 of Section 24, Township 35 South, Range 39 East, St. Lucie Count �PE'F' C.Bc 1 q ( ) p 9 Y, _J _ Florida, described as follows: COMMENCE at the Southwest corner of the Southeast one -quarter (S.E. 114) of the Southwest one -quarter (S.W. 114) of said Section 24; thence on an assumed bearing of North 00025'52" East along the West line of the Southeast one -quarter (S.E. 114) of the Southwest one -quarter (S.W. 114) of said Section 24, a distance of 805.45 feet; thence DOMESTIC N47ER METER North 70'36'10" East a distance of 199.85 feet to the POINT OF BEGINNING; thence Wf BACKFLOW PREVEN TER continue North 70'36'10" East a distance of 159.50 feet; thence South 19123'50" East a TEE, 90 ° BE ti D B distance of 106.54 feet to a point of curvature of a curve concave to the West; thence Southerly along the arc of said curve having a radius of 470.00 feet, a central angle of IRRIGATION METER 1400046", and an arc length of 114.95 feet to a point of compound curvature of a curve concave to the Northwest; thence Southerly, Southwesterly and Westerly along the arc of said curve having a radius of 35.00 feet, a central angle of 9504928", and an arc length of 58.54 feet to a point of tangency; thence North 89033'36" West a distance of 119.26 feet; thence North 15053'44" West a distance of 204.70 feet to the POINT OF BEGINNING. i Said lands lying in St" Lucie County, Florida, containing 0.862 acres (37,544 square feet) more or less. 2" S B T SLE EJ E ! Subject to a'i easements, resenahons and rights -of -way of record. 8 GAS SLEET STREET ADDRESS: --REYNOLDS DRIVE ~� r CR'SSROADS PARK OF COMMERCE r I 1 NOTE: OUTFALL PROVIDED BY EXISTING LAKE— - REFER TO MASTER ENGRG PLAN FOR CROSSROADS PARK 3' LC) 1 OF COMMERCE I ,r I LEGEND EXISTING CG%TOURS 178 PROPOSED GRADE Ig 20 GRADE (BY OTHERS) ^_1 DIRECTION OF FLOW I TRAFFIC DIRECTION E0 OVERHEAD ELEC. WIRES (EXIST; .-_ T- I TELEPHONE CABLE (EXIST.) I U.L.I.8 S" E UTILITY, LAN',.SC PE, IRRIGATION, . AND SIGNAGE EASEMENT (BY OTHERS) CONSTR!_.CTION PERFORMED BY MASTER SiTE DEVELOPER — Eu UNDERGROUND ELECTRIC SERVICE '-�—� STREET LIGHTING (APPROX. LOC.) N ON -SITE LIGHTING Tu UNDERGROUND TELEPHONE SERVICE 35 R ti \6. Z6,PVC WM OTHERS 4- VAR VICE vim, f) O� Ou -- - T �, ✓M Hti q5 -sue Av'h = i -.PR 50` RfW ETBACK �.to' 4,, T E�"P)- 3 3 6 \ r HE Wf PR.B. _ ;' r;aP �b f� --,D r F �►;, s -� �? GR. EL. -- -- -- — L r CURB INLET O i /- �g.:_ i�+7�.7;I I j PR USED G� Tr1ER'- 1`��'✓ i P.. -r _ _ i STORM M. - i � i_ �GR �L FC' DiRECTIUNAL W/ j F"' - Srf."LL K � WE1R .___�-- I _-..._ H -" = I8- ! ' i L I B T E C, ' S I G N _..�. __-�_ R I M E �- U 18 22 �. i .a' i CR IsROADS Li US C W _J . M . p (n m (BY OTHERS) � ch N l --- _ y- k. k"L N „j� m JelVOW i r 1 � i 111 � , Via: , --• �'' �,,. ; V ,�•, �� 4 cr_ 0 sI LIL I _ < fit CL - 0 lllll ' Drive [Thru Enter Uj 0 { i lit AL GROUND SIGN ELEVATIONS r� F'% 8 1 `-'r i \ D n .aJ i f�71 ?J D i Y l Z�iv• t FILE NO.