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HomeMy WebLinkAboutKentucky Fried Chicken (St. Lucie) 42369BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 PLAN NUMBER DATE RECEIVED_ #1447 1-6-87 CONTRACTOR: Bob Ceely Construction Inc_ PHONE NUMBER:_ ARCHITECT:. - _ _ PHONE NUMBER: OW Port St. Lucie Associates KENTUCKY FRIED CHICKEN RESTAURANT NER. LOCATION: 6632 South U. S. #1 PSL TYPE OF OCCUPANCY: Small Assemblv ... TYPE OF CONSTRUCTION: . SIZE OF BUILDING: _ 2500 sq. ft. NUMBER OF FLOORS: - 3EOUIREMENTS: For County Building Department, v 1 Portable fire extinguishers required: Kitchen Area: 1-40BC every 50' of travel distance. Remainder of buildinq - minimum - 1-2A10BC every 75' of travel distance. 2. Kitchen hood system shall comply with NFPA #96 and exhaust fan shall be wired to come on in the event the system is activated, unless otherwise specified by the manufacturer. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS SIGNATURE _-- -DATE F RM 1632 - ppivm.y, n-b PLAN RRVIEN NAME OF PROJECT= Ke 4d a,*� - Bey )4-� 66ck,,- ONNER= P51 Q anc CONTRACTOR: 'lgo--v/ it _ 6", OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTIONS y E V j, HEIGHT AND AREAL /.5 0 " �,,- ZSoa � OCCUPANCY REQUIREMENTS PER CHAPTER IVs CONSTRUCTION REQUIREMENTS: [opl:#4 ,. I u (A) ELEVATORS s ^)/A (B) SPRINKLERS & STANDPIPES: (C) COMBUSTIBLE MATERIALS — INTERIOR: 61C (D) ROOF COVERING::: Oyu {E) LIGHT — VENTILATION — SANITATIONI: ot (F) HANDICAP REQUIREMENTS: 4-It 1107 1. PROJECT NAME: 2. LOCATION: 3. OWNER: 4. ENGINEER: 5. SURVEYOR: ?OPNNE � s /O- 2NCE I� DUMPSTER SE!✓�9GE TRE�9TMENT I��fi'NT M re;,xuh�f"sf°s' 'i k� Z�u "k � �� 7 zn 3 g.b+�y .�, , � • -. 60 .. .. .. Y u. AV y( • GENERAL NOTES4 fl.' t yit ,k Y m °' � YS J ,, s � Ly IdPO � i�id �b�r/ �, YJ �;5 '.e• ry � •:�:' a ,iy "!'va}! ucie S uare St. L q T 6. TYPE OF PROJECT: ^(Y G neral Commercial , y{ SE corner of US #-t'!] ,. L. 7.GROSS PROJECT SIZE. 16'�4 u .... Kit terman Road."' Revised out parcels 1 .72 ac 74 735 ?" Less out parcels 1.71 ac 74,438 Mike Mur M r Mlk P : Revised n, et I 4. 2 ac s 6 5 749 , L��.� y,ti Watkins Associabr Inc. ,_ ra.' Net Project Size` 14.83 atp ) t �aa\^h��w 446 04� 11 M Developers, P.O. Box 1738 +I BUILDING SIZE:(EXISTING) 2.10 yac r I 1 i � Atlanta, Ga 303T 1 rye.$. 3 rv+� 404 872-384 1` s EXISTING GMPP LAND USE: CH (Commercial Highway) .. Terpening�Corp,."xI EXISTING ZONING CG (Commercial 1General. P.OJ.P. 3775 ..Box { la Ft. Pierce, F1 33448>�,�,)k '. n CrvY z,s:i:" . ., ,_,� � .., " ,.. ;, ,_.. M"di. ,,5 n .� �� � r,. � 305 461-4247<, . Fla. Reg. #24276 Existing Revised f - Square Percentage Square A. Gerald Weatherington Acreage Footage of site': Footage 2809 Orange Avenue Building 2. 10 ac 9i, 400 sf 14 2$ """ 'i 91,400 ErFt. Pierce, Fl 33450 Future Building Pad .14 ac 6,000 sf g 2,716 S- (305) 461-8084 ' Parking,_�` Ate, 315,373 22,175 sf 48 $far '} 3 4 �� 316,140 22,175 S� R.L.S. #80 1Misc. sf .. ., .... ,. „.::..., Total - ous '. 4.98 -,.._. Total pace 4.85 sf,; f ` FUTURE S116ZPP/A<v CENTER 1. t ;.i� �*��`"�"�,k •"''�;.I„ z 1 OvT PARCEL 0.eo79 AC NO D/RECT fiL"CESS TO U.S. / AllZe &d-Ree0AACD FUTU2E .QESeRVEG A.CG' <"oe geso¢PrioN SeD 4 800 S.F. Gd2l 4 I h Y fY 7 S t s v Y � N a 15. SITE DR AINAGE: PARKING: 12. x a P r z + ,r E ED ,= R VIS EXISTING n p ' t of on gym,. ill consist Re u • • �"` ' 'S'� ` �!��ii�0 sf) 487 spaces* 490 spaces The �tormwater management systet)1 w 4 ( e` * retention, with overf fir 1 Provided _,• 570 spaces 560 spaces i Required 2% of total 12 spaces 12spaces east property line c g . • ., ,,. �. Hand. upped' Space�.,.Req i (@ ) P n , Spaces Provided13 spaces i 3 spaces � � e _ spaces 16. MISCELLANEOUS: 3 spaces 3 por, ..,:.Loading Spaces Required P � spaces ces spaces ,.._ Provided 3 ace.. P _ Loading S R. erman a n ltt t r " and K s on US 1 .. turning lane # S1 naliza tl.on .and tur 1 4 g *Extra parking includes spaces that may be required for the will be provided in accordance with -Lucie County tat speci potential� restaurant usage within the site and/or the outparcels. Florida Department of Transporfications The number of spaces required for the ultimate development has not, mx�'', ' quirementt I* Ir } i r 'me•�nowever, the ar� been precisely determined at this tl p k� ,i,F ;<.w,�J., `. '.:`. dA`. ."'%i Mb, , „ k ,* _ rv. •Li rt r, 4 , ;,. a 'i c spaces, provided will be adequate to satisfy present and fu, i ,,,•. ,_, a.Y,•, +� } , i A Fr a a.- , r s... ] ^'�• ..'� _.. .. ., 4. . v��-"fit �`. . h' r e fy . �... f s s r : s ro ,, =' .... e; � ,, r , .r �: � �n ,.}. t�v"w• � i a,e%-°4`� Fsxhxi`'` G 3w�, ' ; , dpmen, wxt n ve ` �' `fix yak onform to the zoning and landscaping 13. DEVELOPMENT SCHEDULE: _, �,. �, _ _egulations of St. Lucie County. Tract A . � rY � � Construction to begin Au . `I - a' hall have a mininilm of 5' landscaped 2s-86 o.e. Construction to be complete 180+ er along the forth property B shall have a minimum of 8 4. UTILITY SERVICE:. ,ped buffer long the south '. Water General l Development Utilit - = -P. Y Corp.! . Ri DATE a m.. WHITE � LITY lit I I_ ..., - r_ I 4 LaS SFfEfP 0 —__-- 1 , t t i i t" 1 A +m )P d M n Y Y' t � i N t-' a �x I Y C.. i _I t yK J °4'• 4 � pa nw� c � a I , C^'�•L t G ^L SITE -PL.AN Im ALS. DATES PROJECT NO. + p � 1M1.'.4'.nw•��¢+.�'R �'w'F 4 ?Y9•A'.'�.. M�d s. r. ,. �.;i. t:Vl { mJ "� DRAWING INDEX KFC 50 x 50 PROTOTYPE .x 4 4; �sr - � '�• n ! � c. �YCrY .. rY 3" T M � Y s 3r.,. pi t. x �M i Z tt , p tMo f fty k^ "k Xkd Jc YL "vfy ktiri'�'4�'^pf-f�k���5+?+{r �ki,i IR ,J�.i'kyfpj 2 0. „� s J �a s :J9ryry`��+�N'�1r�u It 4 t• y q •"' �& s'.. X rtb Y6 d Pax i ° +' zi F"f � ..r} ^f 1 • jaMY`Y•''PM}J� P 1-2 KITCHEN EQUIPMENT PLAN & SCHEDULES yCOOKLINE t� _ivr cl �1��� 34 .. � �, �'M w 9 x is`�.r�, � ,�.5 E 'r���'�k-kI �yl �,y-�tt a~ � {�s•�� p PLUMB �"$p P—� RISER Ati y+ " )y m ,.d, l In3((jjmu MS iy � ?qi �'dY� d�lir`Spi?fsh a�d"ii a PARTIAL LIGHTING PLANgirrR56it H N n�g"'Si aKKx�kx JM A-b. "° .'sp.D."",„�'uFA}4�,>•`ti"Jea":c.7t e*S 9 E 2 PARTIAL POWER PLAN �3 N odE-4 era �*4 ELECTRICAL ROOF PLAN & EQUIPMENT SCHE � p F � Y ,T4 v fie. Q 'd• � 'r R 9y 3Yy f U Ipp Y �' A 4'W- I .fk VY... _ l a r ' ,4 m 1 ,. FILLED W/ CONC. PAINT K.F.C. DARK BROWN. - PAVEMENT -SEE. SPECIFICATIONS PIPE & FOOTING FURN. & INST. BY G.C.-SEE SITE PLAN FOR LOCATION AUGER HOLE AFTER BACKFILLING FOUNDATION EXCAVATION,BUT BEFORE GRADING AND POURING CONC.SLAB. BUMPER POST SECTICN IIIIIIIIII11 n t 4'-0' MIN. FROM ANY VERTICAL OBSTRUCTION OR 3'-0' MIN. -1 FROM CURB 4 G S EPDXY Tt PRECAST CONC. '' 777NU�� WHEEL STOP 6'-0' LONG 5/8' DIA. HOLE I/2' DIA, x 2'-0' LONG STEEL RODS (2 REO'D.) PAVEMENT- SEE PEGS. � x Rion WHEEL STOP DETAIL I I I I I I I I I I n• YARD LIGHTS FURNISHED BY KFC & INSTALLED BY G.C. CONDUIT BY G.C. CONC.BASE W_ J Y O Q ✓i w J (4) *4 BARS w m 03 TIES AT 12.111 SEE NOTE NO. 5 (THIS SHEET) YARD LIGHTING BASE DETAIL 7 0' 1' 2' 31 4 51 6 r NOTES.," I. FOUNDATION SHALL BE FURNISHED & INSTALLED BY G.( 2, G.C. TO VERIFY AND BE RESPONSIBLE FOR THE ACTUAL SIZE OF FOOTING AND REINFORCING BECAUSE OF THE VARIANCES OF LOCALITIES AND SOIL CONDITIONS. e, 3. G.C. SHALL INSTALL CONDUIT AND ELECTRICAL SERVICE TO BASE OF EACH POLE. 4. FOR LOCATION OF YARD LIGHTING, sEE SITE FLAN VERIFY WITH KFC CONSTRUCTION SUPERVISOR. r`r r 5. ROUND BASE MAY BE FORMED USING SONOTUBE AT LEAST 6' BELOW FINISH GRAT)F- YARD LIGHTING BASEPLATE DETAIL PAVING AT CLEANOUT PAVEMENT -SEE SPEC. /2' TOOLED EDGE— FINISHED GRADE OR CONCRETE SIDEWALK— ,a i i I •irex�u: r141 (2) •5 BAR� NOTE: '46 PROVIDE EXPANSION ' JOINTS AT 25'-0' O.C. OR AS SHOWN ON THE SITE PLAN 6, CONCRETE CURB SECTION I, , I,., ,I „ I I I I ,,,.I 0' 1' 2 GRADE OR SIDEWALK 2'-0' 112- RADIUS PAVEMENT SEE SPEC. .. sir, !�.. } • i;'Yi., .Wa.i • •B AND GUTTER DETAIL 0' 1' 2• 3• 4 4' DIA. 26 GAUGE PAINT GRIP ZINC COATED STEEL DOWNS( (KFC LIGHT BEIGE) LINE OF BUILDING GRADE OR SIDEWALK PVC COUPLING CONTROL JOINT x AT SLEEVE PAVEMENT r-- SEE SPEC. -I v e PLAN —CURB RAMP SI I I I I I I I I I I I 0' 41 I. FABRIC. TO BE 9 GAUGE SQUARE MESH (APPROXIMATELY 2') THESE ARE STANDARD DETAILS -LOCAL CODES PREVAIL, 2. PROVIDE 2' (NOMINAL) WIDTH PRIVACY STRIPS INTERWOVEN 2. ALL DETAILS SHOWN ON THIS SHT. MAY NOT APPLY -SEE SITE INTO CHAIN LINK FABRIC, FULL HEIGHT OF FENCE & GATES. PLAN FOR APPLICABLE DETAILS. FINISH OF SLATS SHALL BE BAKED ENAMEL -COLOR -TO MATCH BENJAMIN MOORE MOM II ET 13. (STRIPS ONE WAY) 3. POSTS TOP & BOTTOM RAILS OF FENCE & GATES SHALL BE 2' LANDSCAPED NOTES O.D. GALV. PIPE W/ 900 CALLABLE BOX HINGES & LOCKING - DEVICE FOR GATE. AREAS DESIGNATED 'LANDSCAPED' SHALL NOT BE BACKFILLED WITH OTHER THAN CLEAN SUBSOIL, FREE OF BUILDING DEBRIS, CRUSHED 4• FOR DUMPSTER LOCATION, SEE SITE PLAN. ROCK, MORTAR MIX, ETC. LINE OF WALL BEYOND s,,s 2. AREAS DESIGNATED 'LANDSCAPED' SHALL BE FILLED WITH NOT LESS c WELDED GATE FRAME THAN FOUR INCHES OF TOPSOIL CONTAINING HUMUS WHICH SHAH BE CONSTRUCTION r ,• BROUGHT TO A HEIGHT OF TWO INCHES BELOW CURBINGS. SUCH (3) SCHEDULE 40 'ALVINIZED STEEL POST FILLED W/ CONC. SEE I/S FOR SIZE HIP TENSION WIRE AND TURNBUCK CHAIN LINK cENCE w/ TOPSOIL SHALL BE ESSENTIALLY FREE OF WEEDS AND FIELD GRASSES AND SHALL MEET THE APPROVAL OF THE KFC CONSTRUCTION SUPERVISOR. WHERE POSSIBLE TOPSOIL ?� SHALL BE PULVERIZED. 3. IN AREAS WHERE PRIOR BUILDINGS OR DRIVES HAVE EXISTED (SUCH AS REMODEL OR REBUILD UNITS), ALL AREAS DESIGNATED 'LANDSCAPEO' C FORMED BY CURBINGS LAID OVER BLACKTOP OR COMPACTED STONE FROM THE PREVIOUS STRUCTURES, SHALL BE FULLY EXCAVATED OF ALL SUCH BASE MATERIALS TO NATURAL SUBSOIL LEVEL. FILL AND TOPSOIL SHALL NOT BE PLACED OVER CONCRETE, ASPHALT, MET. SLATS � L BRACING AS REO'D. OR COMPACTED ROCK. i CONC. SLAB BY GATE HINGES MFGR. WELDED IN PLACE (65/e' x 4. IN AREAS ADJACENT TO 'LANDSCAPED' AREAS (I.E.: ALONG SIDE- WALKS, FOUNDATION \_(3) I%* PRESSED STEEL LINES, AND CURBINGS), UNDER -RUN FROM CONC. GALVINIZED — FORMS SHALL BE BROKEN AWAY AT THE TIME THAT CONC. INDUSTRIAL HINGE 3 PER GATE) FORMS ARE REMOVED. DUMPSTER GATE ELEVATION 3 5. WHENEVER POSSIBLE. BACKFILLING WITH WET SOIL SHALL BE I I I I I I I I I I I S2 AVOIDED IN AREAS DESIGNATED 'LANDSCAPED'. SUCH CONDITIONS I ( PRODUCE A HARD, NON-ABSORBANT AND NON -DRAINING SOIL CORE 0' 4 B' 12' INJURIOUS TO PLANT MATERIALS AS A RESULT OF OVER -COMPACTION. 12' SOAP, WALL TIE 0 STD. WT. EACH HEAD JOINT 6. DUMPING OF WASTE CLEANING FLUIDS SUCH AS ACIDS USED TO CLEAN CAP BLOCK 8' BLOCK FACE BRICK, OIL FROM CONCRETE FORMS. ETC. SHALL NOT OCCUR IN THE 'LANDSCAPED'. AREAS DESIGNATED ml FACE BRICK " '4 BARS 0 32'O.C. W/18' LAPS GROUT BLOCK CELLS SOLID 0 7, ALL UNDERGROUND WATER LINES, VALVE BOXES, ACCESS PLATES, �I BAR LOCATION ETC.SHALL BE CLEARLY MARKED BY A STAKE AND RED RIBBON , BY THE GENERAL CONTRACTOR PRIOR TO THE STARTING OF FINISH ? EXPANSION JOINT MATERIAL GRADING BY THE LANDSCAPE CONTRACTOR. 6' CONC. SLABS W/ 6 X 6 W 1.4 X W 1.4 LEGEND WF A • n D i, FINISHED % r/ - 00.00 EXISTING GRADE SPOT ELEVATION GRADE, SEE SITE PLAN—� �';; �� - 6' COMPACTED SAND -!� 00.00 FINISH GRADE SPOT ELEVATION O 8' LADDER REINF. AT 16' VERT. PROPERTY LINE t 84 DOWELS o 32' O.C. ' a ALTERNATE BEND 0 a • . E • BOTTOM. GROUT BLOCK —W— *ATE • • " . CELLS SOLID AT BARS �I I 2'- 4' — (3) '4 BARS CONTINUOUS — G — SECTION p.�ak y .i,i R „ xv Kk . . •44`.W) r (Y } i 1' a 2 E ELECTRIC LINE I I I 1 I I f I I I I S2 l p- ,. 2' 3 � .w IMi 4 I s I ," 6' SCH. 40 GALVANIZED STEEL . PIPE FILLED W/CONCRETE ;i TO EXTEND 36'ABOVE TOP OF PAD. SET PIPE IN AUGERED HOLE 1`6' DIA. 4' 8' ; GATE W/METAL SLATS \�— 4' SCH. 40 GALVANIZED STEEL PIPE FILLED W/CONCRETE TO EXTEND 75'ABOVE TOP OF PAD ¢ 0 Cr I CO CI as o I Na w Cr Uj 0 a �1 W z a W � � a W W a H z a z Q( U U a A � sheet title project no. date ; Z - - drawn by �. checked by sheet number Es,2) S-2 2 of 4 ,,.vim ... n. —.-......— s3•t �. :_+a..ba _..R, .... _x: .. . ,. ... .ffiffi... R�a1.; ��' �',�.�d,�tca ,l ..l Na. � i 'i � i— ��1f I III i j �, � o:�:a,.�E i1 (7, -- - -- — — 'RAIN DIVERTER lI._� INSULATING GLASS -ALL LITES 4' O.D. SCHEDULE 40. W/ WALL THKNS..280 IN. ITYPA PIPE FILLED W/ CONCRETE - CONCRETE FOOTING I C.J. 6' RAMP r —SLOPE SLOPE--y t CONCRETE CURB—---_-- _'"----�►--1 SEE SNT. S2 t 5 t 5 SMA 10'-0' S3 - - - 10,-0• S3 10 O• S3 10'-0' PARTIAL DRIVE-THRU ELEVATION „ 3 1 1 1 1 1 1 1 1 I 1 1 1 1 0. 4' e' 12, FACE OF BLDG. PAVEMENT -SEE SPE 2-05 REBARS ,-FINISHED GRADE 1 VARIES r I OF BOLL BLDG WALL W FINISHED GRADE I t .,-------- 1: CONC. FTG. DRIVE-THRU 4' O.D. SCHEDULE 40• W/ WALL THKNS..280 IN. (TYP.) CONCRETE CURB PIPE FILLED W/ CONCRETE SEE 15/S-3 SEE II/S-3 PARTIAL DRIVE-THRU PLAN I I I I I I I 0' 2' 4' 6' 8' 4' O.D. SCHEDULE 40. W/ WALL THKNS..280 IN. (TYP.) PIPE FILLED W/ CONCRETE - PAINT DARK BROWN II z -SEE SPEC. -- pi 2-85 REBARS KITCHEN •� / �N DEPRESSED CURB IRON ROCK 250 6'CONCRETE GALAXY IRONSPOT PAVERS CURB CONTINUOUS 4' x 8' x �1/ ' THI COLOR OF ROUT TO BE GRAY VARIES I SEE SITE PLAN PAVED WALK @ REAR KITCHEN DOOR 10 T w �S3 �• F ft EXPANSION JOINT MATERIAL CO CRHTESCURB RECESS SLAB PAVEMENT -SEE %* FOR PAVERS SIDEWALK -SEE SITE PLAN 2-05 REBARS SECTION Q CURB 1 1 1 1 1 1 1 1 1 1 1 1 I 0' 1' 2' 3' 4' EXTERIOR INTERIOR DOOR FRAME THRESHOLD EXPANSION JOINT MATERIAL RECESS SLAB 5/a' FOR PAVERS QUARRY TILE FLOOR SLOPE SIDEWALK - SEE SITE PLAN SECTION iD DOOR # I, 6 & 8 I I I I I I...I I I I I I I 0' 1' 2' 3' 4' RECESS SLAB a LOCATION OF PAVER ° CAULK JOINT SIDEWALK SEE SITE PLAN a WARP CONCRETE WALK AT PAVERS r„. f.: •(\ � rM a hr II SECTION S 3 I I I I I I I I I I I I I o' r VARIES - SEE PLAN SHT. A S3 �n zI ai ai W, W �I a� > IRON ROCK 250 GALAXY IRONSPOT PAVERS PAVERS TO B 4' x 8' x �/2' THICK 8 AT ALL EXTEI COLOR OF GROUT TO BE GRAY S3 EXCEPT PAVED WALK 9 DOOR # 1& 8 NO SCALE NOTE: FLAGPOLE IS FURNISHED BY KF AND INSTALLED BY G.C. (D 9' CAST ALUM_ CLEAT W/ " CAST ALUM.CLEAT COVER BOX W/ CONCEALED HINGE CAST ALUM.BASE I " AND FLASH COLLAR ( `, 4` 2' DEEP CAULKING ' I 1 (4) HARDWOOD WEDGE ° I 74' BULLNOSE - 2'-6' DIA. 10' I.D. X 816 GA. GALV. CORR. i STL. TUBE TAMPED DRY SAND FILL 3000 P.S.L CONC. G (4) INTERNAL CENTERING WEDGES e 14' SO. x /a' STL. BOTTOM PLATE i 7' SO. x STL. SUPPORT PLATE o _ 74' STEEL GROUND SPIKE ---.__ — Y4' DIA. x 8'-0' GALV. STL. ROD W/ /2' STRANDED COPPER WIRE — — CLAMPED TO POLE THE ABOVE ASSEMBLY TO BE 2'-O' SHOP WELDED & SHIPPED AS A UNIT FLAGPOLE DETAIL (OPTIONAL) I I I I I I I I I I I 0' I' 2' 3' 4' O _ I -3' 4� 0� 7 S3 I, - , V uu1Lu„{U PREFAB MAGNETIC LOOP (KFC SUPPLIED AND INSTALLED) NOTE: FOR SIZE OF CONCRETE DRIVE-THRU PAD SEE SITE PLAN 2' 3' 4' 5' 6' , , i„u a.u,.vui l FROM BUILDING CONC. PAD-I'-6' x 1'-6' x 1'-6' FLUSH W/ TOP OF CURB DETECTION/SPEAKER DETAIL S3 2-65 REBARS 2 S3 e U � A O .. � a w z a W � � a W W r� 2 a z O � Fi+l ►W U � r.a E � 1 L ��4 ° {�, � � •�� �� �'��l�j; ��i^ ;�n''�,���.g4'E'` w�ww� t4'ay i?� m'r,', i � • ' � • -Al a+ ��`±ia. • :�., ky i'.L,•T!+#'�l �"�°ic3.:�3 ir'4.'cl i��s,. �' �, � .�' �Ce� Y ±'� & •'n w � q, _'�'�� 1 a, c �„'�. � 77 Y aaN,� • t . . :• •� • �• :: • drawn by e ` a a +IPo !sheet number 0 m�I� t rre . yI XIN t i I 1 a r tt : �• uLNtKAL NUItS I. CONTRACTOR TO VERIFY TYPOS OF SIGNS TO BE INSTALLED AND ( OCA710N OF SIGN`.. THIS INFOI;"ATION IS OBTAINABLE FROM SITE nN AND K.r.0 RFPRFSt ++VE ON SITE. 2. ALL PHASES OF SIGN INSTAI1.! N SHALL MEET LOCAL CODES. 3. CONCRETE SHALL HA eE A STRENGTH OF 3.000 LBS/SQ. IN AT 401w` s 28 DAYS. 4. ALL FOUNDATIONS SHALL REST ON UNDISTURBED EARTH: LOOSE FILL, LOOSE SAND. GRAVEL. OR OTHER POOR FOUNDATION WILL NOT BE ACCEPTED. 5. INSTALLATION AND NOMENCLAT- iF OF SIGNS TO BE VERIFIED WITH THE SIGN MANUFACTURFR 6. & SUPPORTS TO BF ' URNISHED BY KFC 4N,j ; ED BY KFC. 7. ALL SIGN BASES ARE :NSTALLEC BY KFC. 8. ELECTRICAL SERVICE FURNISHED & INSTALLED BY G.C. 9. ALL PIPE COLUMNS & MSC. SIGN MATERIALS TO BE FURNINSHED & INSTALLED BY KFC. _ET FOR HANGING BRACKET WALL FACE MENU BOARD LIGHT BOX WALL BRACKET - FASTEN TO MENU BOARD LIGHT BOX WALL BRACKET ISOMETRIC NO SCALE S4 r-SIDE ELEVATION 1 ( 8'-4%e' r 1 i6. 1. I'-103�8' 1 j --JUNCTION BOX OUTLET -� 6. h � I I 1 I. wu n MENU BOARD ELEVATION / III 11111 11 0' 2'. 3' 4 5' 6' INSTALLATION NOTES .€, „, > 4.k y &e '',firr'# . CAREFULLY REMOVE PANELS F�OM MENUBOARD. 2. DETERMINE POSITION OF BOARD. MARK AND DRILL (4) HOLES FOR 3; 8, LAG BOLTS FROM HOLE PATTERN IN LITE BOX OR DIAGRAM ON NSTRUCTION SHEET 475 - 341 - I. 3. ATTACH HANGING BRACKET TO WALL.WITH FLANGES INWARD. 4. ATTACH MENUBOARD TO HANGING GRACKETS WITH HARDWARE PROVIDED. 5. HOOK UP ELECTRICAL. 6.LOAD MENU PANELS AND REPLACE IN MENUBOARD. ELECTRICAL DATA MENU BOARD AUXILIARY BOARD LAMPS: (3) 96' FLUORESCENT 13) 24' FLUORESCENT LUMENS: 18.900 3,900 AMPS: 2.3 LOS VOLTS: 115 115 III 3. 4. 3' DIA. STEEL PIPE (DIRECT IMBEDDED) ELECTRICAL BOX & CONDUIT EXPOSED �I ELECTRICAL SERVICE FURNISHED AND INSTALLED BY G.C. 3.1 yI1 1' ° r CONDUIT SEE I I ELECTRICAL DRAWINGS 1 L__Ili_°_1 oI DIA. ANCHOR I e 1 1 801-TS 3'-0' LONG } i-} III ° 1 M' (3) 84 BARS EA. WAY I ' �I i EA. FACE EQUALLY -� SPACED CONC. FOOTING 2'-O' SQUARE SIGN ELEVATION I i I I I I I I I I I I I 0' 1' 2' 3' 4' TOTA'_ ELECTRICAL DATA I. AREA: (.l SU. h 1. 2. LUMENS: 7,000. 3. LUM/FT2: 986. LUM/FT2. 4. CONN. LOAQ: 1.2 AMPS. 5. CIRCUITS: (1) 15 AMP CIRCUIT. 6. SIGN TO BE WIRED 014 AWG 105 C. ELECTRICAL LEADS TO BE •' 4 Tw WIRE. 7. SERVICE SIGN BY REMOVING TOP FILLER. � I 10WE F J WEN, I TOP OF CURBLL �I 5 ' L I .I I iI JUMPER FOR ELECTRICAL -- � Y Y PREFAB. ANCHOR BOLT CAGE CONCRETE FQOTING 3'-6' SIGN -FRONT ELEVATION IiiIIII 0' 1' 2' 3' 4' 5' 6'. I I -6�4' SIGN -SIDE ELEVATION S4 INSTALLATION NOTES I. ESTABLISH POSITION OF MENUBOARD AND SPEAKER POST USING AMERICAN SIGN & MARKETING DRAWING NO. 2082. 2. EXCAVATE FOUNDATION AND POSITION CONDUIT AND ANCHOR BOLTS AS INDICATED IN DWG 2082. CHECK CENTERS TO INSURE ALIGNMENT BEFORE POURING CONCRETE. CORDINATE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 3. PULL 120 AC wIRE AND LEAVE 36' AT EACH END OF CONDUIT. 4. ERECT MENUBOARD SUPPORT STEEL AND LEVEL WITH NUTS PROVIDED. 5.ERECT SPEAKER POST AND LEVEL WITH NUTS PROVIDED. 6. CONNECT INTERCOM FROM BUILDING TO SPEAKER BOX • 7. ENERGIZE CIRCUITS TO CHECK. 8• CLEAN UNITS WITH DAMP CLOTH AND USE TOUCH-UP PAINT PROVIDED WHERE NECCESSARY. TOTAL ELECTRICAL DATA I' LAMPS: (4) 60, LUORESSCENT LUMENS: 21.600 AMPS: 2.9 VOLTS: 115 DRIVE - THRU 9ENU BOARD bl ' 17'-0' NON -ROTATING BUCKET (PLACE BUCKET TOWARD / SIDE.) STREET OR INTERSECTION t /I i Ir II I� ;n i a, I ox CONCRETE STEEL REINF. - SEE SIGN FTG. DETAIL I /S4 t 9 85 BARS TOP & BOT 05 BARS AT 1'-3* D.C. ` T BOTTOM ONLY CONCRETE PAD" SIGN ELEVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 101148 O.D. PIPE COLUMNS ELECT. ACCESS HOLE W REMOV. PLATE COVER z_ 0 -`f PIPE COLUMN CONCRETE PIER GRADE -------- SIGN FOOTING DETAIL I I I 1 11 1 I I I I IIVJ I I4LLA 11%JN 14V I C_'J-JIhI'4 INJ I ALLA I IUN NU 1 tJ-(3ULRt I i. DIG FOUNDATION & SET REBARS PER DETAILS I. UNCRATE BUCKET SIGN & SELECT CORRECT MOUNTING PLATES FROM 2. UNCRATE SIGN & LIFT ON TO COLUMNS & FIELD WELD WHERE REQUIRED. SHOP DRAWINGS. 3. INSTALL COLUMNS. 2. WELD PLATES IN PLACE ON THE BUCKET SIGN AS SHOWN ON 4. INSTALL READERBOARDS OR DRIVE-THRU AS REQUIRED. SHOP DRAWINGS. SCRAPE WELDED AREAS & PRIME TO PREVENT RUST. 5. ERECTOR TO REMOVE ALL LIFTING ANGLES AFTER INSTALLATION AND '• ADD ELECTRICAL LEADS TO THE BUCKET THAT ARE SUFFICIENT TOUCH UP AS REQUIRED. TO REACH THE BOTTOM OF THE COLUMN. 6. INSTALLATION TO CONFORM TO THE NATIONAL ELECTRIC CODE & OTHE CUT A HOLE IN THE 8' X 14' SIGN FILLER SLIGHTLY LARGER THAN APPLICABLE LOCAL CODES. 'HE BOTTOM PLATE ON THE BUCKET STUB. 7. COLUMNS TO BE PAINTED W/PAINT SUPPLIED BY SIGN SUPPLIER. LIFT THE BUCKET INTO PLACE AND DROP THE ELECTRICAL LEADS SIGN BOX TO BE TOUCHED UP WHERE REO'D.W/TOUCH DOWN THRU THE STRUCTURAL MEMBER AND COLUMN. UP PAINT SUPPLIED BY SIGN SUPPLIER. BOLT BUCKET IN PLACE WITH EXISTING HIGH STRENGTH A-325 BOLTS. 8. ALL FACES TO BE CLEANED - --' �'F TEST SIGN, TOUCH-UP ANY SCRATCHED AREAS. CLEAN-UP ANY SIGN NOMENCLATURE m - EVIDENCE of INSTALLATION WORK. 8' X 14' SIGN 5' X 8' READERBOARD W/DRIVE-THRU I. AREA: 11 4.I I SO. FT. I. AREA: 40.67 SO. FT. 2. LAMPS: (2) 84 712 H/O CW & 2. LAMPS: (5) 96 T12 H/O CW* (12) 96 TI 2 H/O CW. 3. BALLAST: (2) '51 -861 & tI ) " BALLAST: (1) 051 -861. C 0 y A: U � A O ^ � W z a W a � a CAI � U � z a z 0 )il d rW U U a • 1 C/] sheet title 051-745-J. SIGN NOMENCLATURE 4. AMPS: 14.60 AMPS "' AMPS: 5.40 AMPS 7'-0' NON -ROTATING BUCKET 5. CIRCUITS: (1) 20 AMP CIRCUIT. 5. CIRCUITS: (1) 15 AMP CIRCUIT. project no. 6. SERVICE- HINGED FACE. 6. SERVICE: SLIDE FACE. 1. LAMPS: (16) F72T12CWHO LAMPS w date ` GENERAL NOTES 2. BALLAST: (4) 258-472 _2 3. CIRCUITS: (1) 15 AMP CIRCUIT I " drawn by 1. EACH SIGN ON INSTALLATION MUST RUN ON SEPARATE CIRCUIT. 4. SERVICE: SERVICE DOOR checked by 2. ERECTOR TO PAINT COL. BROWN TO MATCH BEND. MOORE MOM 11 ET 13. 5. LIFTING WEIGHT: 400 IbS. (APPROX.) sheet number 3. SIGN WEIGHTS: 8' X 14' D/F TP - 800 LBS. 5' X 8' D/F READERBOARD W/DRIVE THRU -1 80 LBS. COLUMNS (2) 16'-0' W/ANCHOR BOLTS -1.718 LBS. PYLONM SIG 4 CAP EA, END OF P.V.C. CONDUIT W/ P,V,C, CAP. FIFID DRILL. CAP OPENINGS FOR SYRUP LINES. Ckkim: FULLY AROUND SYRUP LINES. QUARRY TILE FLOOR CONCRETE SLAB Ali JOINTS N P.V.C. PIP7SHALL I i B[ ASSEMBLED N/ HEAvP.V.C. CEMENT MEETING A ONG SWEEP ELL `-6' P.V.C. PIPE SYRUP LINE DETAIL 4 I I I I I I I I I AI 0' 2' 4' 6' 8' I SAW CUT CONC. FLOOR SLAB ) THICKNESS OF SLAB CONT. (TYP.). O '�J..' r 1 •'.0'►,, ' SEE 17OUNDATION PLAN • " • FOR LOCATION. e-� • .:T SAW JOINT DETAIL 6 NTS AI NOTES 1. UNDER ALL SLABS, PLACE 4 MIL POLYETHYLENE SHT. W/ JOINTS LAPPED 6'. TAPE ALL JOINTS W/ 4' WIDE PLAS. TAPE. POLYETHYLENE TO EXTEND FULLY TO FON. WALLS. 2. PLACE VERT. WALL REINF. AT CORNERS AND AT EA. SIDE OF MSRY. OPENINGS. GROUT FI_L CORES -SEE SHT,A3 FOR ADDITIONAL OPENINGS. 3. ALL FLOGR DRAINS (F.D.) ON PLAN ARE NOTED WITH ELEVATIONS MEASURED FROM THE TOP OF CONC. SLAB (100'-04). FLOOR FINISH THICKNESS S TO BE ADDED TO THIS ELEVATION TO ESTABLISH ELEVATIONS OF FLOOR DRAINS. 4, ALL HUB DRAIN (H.D.) ELEVATIONS GIVEN ON PLAN ARE TO THE TOP OF THE HUB WHICH IS APPROX. 2 IN. ABOVE THE TOP OF CONCRETE SLAB OR CURB. --- 4'CONC. BLK. N/QUARRY TK.E-SEE SHT.AB FOR DIET. 2C . i . Al 04 BARS AT 324 O.C., W/ LAPS, 5/1110PLYWOOO 4• FACE BRICK • 1212x4 WOOD STUDS INSULATION / UT GROUT BLK. CELLS SOLID AT BAR LOCATIONS I /� 4' BATT 48 FACE BRICK ",� SOLDIER COURSE / S/!•GYP. BOARD .- ITYP„ U.O.N. ON SHT. A31 C MASONRY BLK. : n 'S DOWELS 32'O.C. 7C WEEP HOLES a 2x4 PLATE SOLDIER COURSE / • It. r .•. EXPAN, JT, MATERIAL e 2'-0'O.C. 1 5' STARTER BLOCK 12' CONC. FDN. WALL 4' CONC. SLAB W/ 6' x 6' MEMBRANE FLASH'G Fell VOID ■/ugITAR FIN. CRADE-SEE L� ' '' W I.x W 1.4 W.W.F. FIN. GRADE -SEE EXPAN. JT. MATERIAL SITE SITE PLAN ^ L I' 1 r4 i VAPOR BARRIER OVER TE PLAN 4' CONC. SLAB N/ 6' x 6- W 1.4 W 1.4 W.W.F. ___-_._C01lPAC7 D SAND x SLA r . . 1L.100' 0' 4ANO _-- AND FDN. WALL 3� e- Q FOI_- FDN. MAIL 2 YI - 11 1 p C ► 1 • 11 Y I VAPOR BARRIER OVER h Y I COMPACTED SAND •5 DOWELS -rII '4 ALTERNATE BEND AT �, 5 B' BOTTOM (TYP., U.O.N.) 5 -1/2' DIA.XI6'ANCHOR -BOLT p W 3210.C.- GROUT BLK CELLS W - ►. A 4 ► It ANCHOR BOLTS SOLID IS * P6 p (3) 05 BARS, CONTINUOUS \ ���.� r `� - 43) xS BARS. CONTINUOUS 2"-4' •s ORNATE AT � I ' ALTERNATE BEND ATT BEND 4- -- -# BOTTOM. GROUT BLK. CELLS AT BARS SOLID Quud lKjt; L3cn LAF, kcco �'oLES C76� Ll/ I�kS •y 8Y SECTION 1 1 1� 1 1 1 1 1 1 1 1 1 AI 0' 1• 2" 3' 4- c�oL ti SECTION 1 1 1 1 1 1( 1 1 1 1 1 1 Ai 0' P 2 3' 4' -- - 4'CONC. BLK. W/OUARRY TILE -SEE SH7,A4 FOR OCT. e i u -4 r I 04 BARS AT 32' O.C., +{'--8•-{ N/ 18' LAPS, GROUT BSOLID 4' FACE BRICK ---- I �� ATBARICELLS IVY. . A31 - ITYP,. U.O.N. ON SHTAJ S' MASONRY BLK.---%to.: n , i 05 DOWELS W 32'0.C. 2C �•' EXPAN. JT. MATERIAL Al SOLDIER COURSE ••y 4'CONC. SLAB W/ Wu 6' MEMBRANE FLASH•G !' /�- W 1.4 x IN 1.4 W.W.F. FIN. GRADE -SEE - •' I i..) SITE PLAN / •I' r-VAPOR BARRIER OVER _A61L. 100 0'-0• L ► 4' -- ----.:..COMPACT SAND OP_Of SLAB • --: AND FDN. WAIL It DDQQ LLjj �. ASTERN TE AT I;" AQ,C, 8' Ly-�y1 8' BOTTOM. GROUT BLK. P-- CELLS AT BARS SOLID O i ITYP., U.O.N,1 O y ► 1 ► , `� - (3) 65 BARS. CONTINUOUS 2 - 4' DOOR 6 FRAME EXPAN. JT, MATERIAL THRESHOLD OUARRY TILE FINISH 4' CONC. SLAB W/ 6' x 6' 4' CONC. SLAB W/ 6' x 6' W 1.4 x W 1.4 W.W.F. W 1.4 x W L4 W.W.F. (SLOPE AT 'AI' / FT.) SEE SITE PLAN CONC. OR 0. 1. FIN. VAPOR BARRIER OVER �� COMPACTED SANG . ' = EL.100' I �- rrrrrrrrrrrxe A I � � � � a OP OF t2' MASONRY BLK. •4 PINS (FOR CONC, SLAB) ' AT 24' O.C., GROUT BLK. CELLS SOLID AT PINS Oi4 •t'fras�a� 2--4' 65 DOWELS AT 36" O.C. ALTERNATE BEND AT iv BOTTOM. GROAT BLK. ' CELLS AT BARS SOLID ^F I]) 15 BARS, CONTINUOUS ALTERNATE SECTION _2.. 3 SECTION 3 SECTION 2 SECTION I I I I I I I I I I I I I AI Al Al 7 1 1 1 1 1 1 1 1 1 1 :1 1 1 AI 1 I I I I 1 1 I 1 I 1 1 AI I I I I I I 1 I I i I I 1 AI 0' 1' 2' 3' 0 4,01 !4 i -C> Imo, o,. I11 „ 2 31 4 2 01 I, 2' 3' 4. 01 I, 2, 3, 4, i -I _QD' I fi� v2/a-1 I I L A S 6xGxW1,4,KW1.4 1 In II.A 6A1.4 I � WWF T?1s1NF I 1. to -a� �� 'JWFW-10E- I T \ � coJG �iL�.l3 ELE��'i10►1 = IGd-O'I ( I A I � I I IIIr I I I �I ( 1-1 H L _ a ti I•---- r -'0' F W,4LK-rN I,!emdul EFQ r�4 IJI,JrG5 ri-d'It COt)Fl�- 4 *5'00LEk 6LA.5 "1►ixATIo I W,& f IID :IDLAB C-L. j) I I I I DIMENSION OF C ' 1 14 1 i 0( d\ I I I Fok WALL IN o! 0 M I - - -j L --- --ry----,--- ------ -�7TL .,A•, u Ntl r I I j PTN P PIY161f7 - �` 1 1 1 1, 9 TOO`- 2 / -� GONG WALK .a I 1 i i 1 �I, 4" -#- 5J'9 Ie ,I 99-11 Feayy ID IGi9- 7 _ �I � � I I I - - I t (,x(.x JL4x WI.A KCJ►1. 5 F k� IJ F tie �iJ. T/E•i�.l L G/A-I -l' fiK f�/G I I 10'' , I I d,. ! L Pea clr�lrJvtot.l I g,-`, / -�•- `D - F C1Y�12E6. �. I �Y��rEM GoOt?D L�CA•r�+ I j I '" ; ( of 4,ru6-UQ' WITIJ • 19 QI 1UPy IJPsi WfA I7 ! • __ _, .-� Y ir - I I �„ -" � YI' � I I � I F I 6 j Tc'G.1ir t--,in - - ------ - - j - - - -- - - -- G MOCI(-A►JUP�1G. Z I IZI-Cal BI �J 0 m a: Iv c 411 U � z A MCI �y O � H z a W � a CAI W w 1�1 w a r�l r7 O E-+ W 1�1 U � a A � sheet title project no. date /L f FOUNDATION PLAN drawn check dVby I I I I I I I 1 III I sheet number 1 Of 151 m EN L i ,- 4J p x21 4v- Iosj I q (mot rzew4Qt PLC( o.c. 1 I - '�.-aT■E. � 2�oa.. - - '!i ' C.� 14 t ro 21 10 It. c;D vj IO X '315 , QG*sa1 i r�'r �e EAM "'UPPO T NEOPRENE GASKET ALL AROVNO COVER SPRING LATCH V TN ING-OE•OUT9.0E - rANOLEs ANO FAOLOC.c wSps r- n8CAGLAss •+GULATKJN COVER LINER E LAODER i i VINYL J Tr+ls s1oE C / CUR® wrT.•, A.'TOM�T,C ►o0.0- INTEGRAL CAN FLA_h NG OFEN ANo OPERATING ARM 4•x3•x3/16• I ANGLE CONTIX. \ r - AROIiNO i 0 ANCHORED TO ROOF STRUCTURE \ LfTNNG M[G'►NAwsM- PADLOCK ,-Rqp FIOCA sr"S LATION 4 L AACR.MNO Ou rs�OE of CURS ]•w- 1/4• V 4 - 1 6' X 4' X Y1A' II '7 - C8X18.7 CHANNEL CONT. WELDED TO It THK. STEEL PLATE FASTENED TO STUDS w/ (2)- Yes DIA. " ANCHOR BOLTS THRU STUDS \`- (2) 2X4 FULL HEIGHT \`- (3) 2X4 BEARING CONNECTION _I�TEL IIIIIIIIIIIII 0' 1' 2' 3' NOTES �;....x:. _..{„ a 1. MOOD FOR ALL TRUSSES TO BE No I >T SOUTHERN PINE IOR APPROVED EQUAL) . ,€. WITH THE FOLLOWING MINIMUMS: TENSION PARALLEL TO GRAIN 85'T'=1050 COMPRESSION PARALLEL TO COVER GRAIN 'FC'=145O 2. PRIOR TO INSTALLATION OF TRUSSES. THE GENERAL CONTRACTOR SHALL. 3'-O•x2'-6• COORDINATE THE LOCATION OF ROOF BILCO TYPE •S• OPENINGS AND THE SPACING --Of TRUSSES ROOF SCUTTLE WITH THE MECHANICAL CONTRACTOR. 3. TRUSSES AT SECTION CUT 6/A2 F18FA CANT t SHALL BE DESIGNED TO ROOF INSUL. RESIST A VERTICAL LOAD OF 100 LBS./FT. 8T ROOFING IN ADDITION TO THE LIVE AND DEAD CONTR•� LOADS, FOR EACH TRUSS FOR THE LENGTH To- OF THE BULKHEAD. MFGR. TO MARK THESE TRUSSES AS SPECIAL. Q / 4. PROVIDE 2' x 6' HEADERS AT ALL ROOF i,; OPENINGS FOR HVAC DUCTWORK THRU ROOF. VERIFY EXACT LOCATIONS WITH MECHANICAL CONTRACTOR. ,,. 5. THE CONTRACTOR SHALL SUBMIT ALL STRUCTURAL COMPUTATIONS AND DETAILS FOR ROOF TRUSSES TO THE BUILDING DEPARTMENT FOR APPROVAL. SUBMIT ASSUMED LOADING CONDITIONS LOADING ANALYSIS, STRESS DIAGRAMS AND CALCULATIONS, TRUSS `//bXT A� QWIA(D.-PAINT WNI MEMBER SIZES, SPECIES & STRESS GRADE. TYPE AND SIZE OF GUSSETS, NAILING MF,TAL. 'Ji1 MOLt7 DETAILS, AND COMBINED INVESTIGATION WALL �N! LE Fo)C Gt:Ij�INls FOR COMPRESSIVE AND TENSIL MEMBERS IF AXIAL STRESSES ARE DETERMINEDF' �- WALL ' BY COMPUTER, PROVIDE A GRAPHICAL S�RESS ANALYSIS OF A SIMILAR TRUSS 0 THE SAME CONFIGURATION WITH COMPUTER ,HATCH - AXIAL STRESS ANSWERS ORDER TO VERIFY THE CORRECTNESS OF A A 2 THE COMPUTER PROGRAM. 4 Y BOTT,OF ROOF DECK-ELEV. VARIES (2) 10 d NAILS (TYP.) TRUSSES -SEE PLAN FOR SPACING I (4) 10 d NAILS (TYP,) 2' x 6' BRACING AT 16. O:C. (TYP.) SEE SHT. Al2 FOR MENU BOARD AND WALL' INFORMATION TRUSS BRACING AT MENU BOARD 1111111111111 1' 23' 4' 51 6' ALL TRUSS CONNECTIONS TO BE DESIGNED + • TENSION FOR THE FORCES SHOWN ON ROOF TRUSS- - • COMPRESSION FORCE DIAGRAM. 22'-4" ROOF TRUSS - FORCE DIAGRAM NOT TO SCALE 0 - 3.704 - 5.718 - 6 535 8 536 11 r3 & �?' b • r0 m - 8g0 ro - 5.718 12, - 3.704 U y0• b �'2• o Bg0 X3• O O 0 • 3.704 i +6.718r-5.718 I +3.; 04 , 0 t ALL TRUSS CONNECTIONS TO BE OESKGNEO • r TENSION FOR THE FORCES SHOWN ON ROOF TRUSS - COMPRESSION FORCE DIAGRAM. 25'-8" ROOF TRUSS - FORCE W.GRAM NOT TO SCALE ALL OF THE ABOVE INFORMATION IS NORMALLY AVAILABLE FROM PREFABRI- CATED TRUSS MANUFACTURERS. FOR EXPEDITIOUS APPROVAL OF THE ABOVE INFORMATION. HAVE THE ABOVE MATERIAL SEALED BY A LICENSED PROFESSIONAL ENGINEER. 6. SEE SHTS. A6 & A7 FOR MANSARD FRAMING 7. BRIDGING BY TRUSS AS - REQUIRED -SEE SPECS. 8. SEE SHTS. A5 & A9 FOR HEAD AND SILL ELEVATIONS. 9. S/a' PLYWOOD ROOF DECK SHALL BE NAILED WITH 8d NAILS AT 6. O.C. ALONG PANEL EDGES AND 12' O.C. AT INTERMEDIATE SUPPORTS. r x 4• ITYPJ - Mam N 0.- 0 0 CONT. TOP COURSE BONO =�, LL1T2F'.OF BEAM W1 2 85 BARS MSRY.114'-0• LWTEL SCHEDULE I' x 8'/2' LONG, TYPE '0' GROUT BLOCK SOLID --- _ SEE WACC••SECTION - EXPANSION BOLT (HILTI KWIK-BOLT) AT 2'-0' O.C. W/ 4'/2• TO TOP OF WALL �-. SHTS. FOR TYP, WALL R INF. EMBEDMENT DEPTH TOP CHORD Of TRUSS. O : TRIPLE ..NGLE °' , 3 1,'" WITH LONG LEG JEzT.C,;L - -� - 2' x 6' SPACERS JLL - SCE 8d NAIL (TYPICAL) NOTE: EL. Of TRUSS VARIE- S� _ TO MATCH ROOF SLOPE BETWEEN -TRUSSES CAN) TRUSSES O DOUBLE aNGLE 3 �• . WITH LONG LEG JERTiCAL-JLL SEISMIC ANCHOR EQUAL TO- - - SEE O SIMPSONs STRONG -TIE •OFFS:_ 2-5 BARS 03 �,% e(2) C" 0 0 o u o o� INSTALL INSTAL( 11) AT EA. ENO OF " 1�" :4- 4- " 3 112" � pie" ' ANGLE / ci JOIST • (WITH LONG LEG VERTICAL)BRICK MIN. 6" 9EART1+G A7 EA. E 10 - LINT SEE (A DOUBLE 2' x 8' LEDGER W/ _ _ I' x 8'/2' LONG, TYPE '0' �IQT, BOND BM. I10•-0� o G o EXPANSION BOLT (HILTI I MC8 x 13.7 W1 6' x 4' x 5/16" KWIK BOLT) AT 2'-0' O.C. W/ 41/2' ' ANGLE W/ LONG LEG LERTiCAL - SEE \DOUBLE 2'x8•LEDGER EMBEDMENT DEPTH -EL. VARIES OS 2 SINGLE ANGLE 5' 3 1/2• 4' x x 3/8" W/ CONT. FASTENING (EL. VARIES) / ALTERNATE ANCHORING METHOD: I WITH LONG LEG VERTICAL - SEE (� AT CONTRACTORS OPTION, PROVIDE---- = n" MIN. BRNG. 4 EA. END OF MSRY. DIA. THRU-BOLTS IN/ IY1A' O.D., I/ I.D., I .122 MIN. THKNS., .117 MAX. THKNS. SPLIT WASHERSAT EA. BOAT LTS 0' O C IN LIEU OFEXPANSION OLTS L1` TEL NOTES TYPICAL LEDGER NAILING 2 LEDGER DETAIL ► O NORBEARING A PLATE ES;ECOPENINGS INEO - E I GS 2' 0' I Z' 3' 3 I ALL LINTELS BEARING DN b04' e)o4.1T ad Paw_ 11 cr m YY i 0 x N - I L►Ilr�us - - - - - �A AC'A C; 7. 0 - � �7TA2.TING A-T pW_znrr W&LL 0-1 PUILDIWC-I. -4 I ICJ 'KI SS v�r is q JixrINc1 K J I INJ A 2 ffi ?,o� 14��,LIPPtY C+1cT 1' ✓ / 1 - / / I P+ isl 10 x 33 1 D.S. I', - 91 n , A % 2 Y 23' 2, AN7 1 Yes 4UGT THRU 60fo y410 18'tx 1811 17UGT (T�PR��� 5I N I LbPTHitU jZooF fh1G'rT''VUJ S7LYJF ` rYr2 •Z ' -t I MSRY - FILL BLOCX CARE �r-On FULL HT W/ GROUT i ONE 05 BAR �,EK'f• 51Drc. vF 4''1Ll. �_ -L1N►_ mG rj¢.1GiG -1F DESIGN LOADS � � �- VE LOAD OEAO LOAO i30 ( J - r. _,q,-,.._..-..•...oF vJ/ I'ILL014fp,iwe'd'Y".� ryr ''" r „ ,+ '..�� ' - 3• W J� F FjLPG�.I��IOW PaOt•T (FNLTI �.:' .�. s:'�x� 3.`: , "'� � _� d � � W/4►'i"P1't��Estt DePr1J �a C►1-r-LN ooe>L r!a(.E.e, F_ IMMM I h -. _i '� .�. IIII� �!��t , .a . u„ L Ll / LV 1 _ck1 POINT 112�-�II ' N1CG�RE.D FQOM 3 3oTTOM OF rooF OF-e-z- h1DC vF G7-IU Gbt1P�l.0 2'xb LGLXsNGQ 0'v I "b'112! 2' x 6' LpNa ,7YP6'o' eX1PAeJ�AIt EbL,T ,7 (FILL:( KPQ IIC 0' O.C..d/ A 4'/L C3 6e-DHE+'T DG'PT#4 , 1 2' x 6• ' i I , b„ x �I 4 '/4 u zq vJ/ Z'"L' ¢ a.�J1Q�s -70:1 CHORD BEARING 9 ' �'`I�+I h r'ICAL evrij eNL15) 22'-4. 25'-8. ,..... TYPICAL ROOF TRUSS ELEVAT"N ' 1_Ci>07Gl2. - 2c.etz- -Tn ., S/cNr� 0' a, 12- e 151- i U � � A Z a � w a w � � a w W U F+ 0 i•i,� W U � a sheet title protect no. date drawn by checked by sheet number �, K1? 0 1 2 3 4 5 6 8 10 12 4 ,µ. r 51alrc yvutn.4Y' r. x.� .i4i PrEi� 11 %..�1 16'x3E' MIRK ELEC. HAND C ?COUNT 3'-0' TO MIRROR W CERAMIC TILE' 18'><3e' MIRROR ORAS BARS TOILET PAPER HOLDER- 2'-2' FROM REAR WALL I QUARRY TR.E BABE TOILET ROOM ELEV.. 9 / 8'X II:° VEUT FOR GI,ASE yvutn.4Y' r. x.� .i4i PrEi� 11 %..�1 16'x3E' MIRK ELEC. HAND C ?COUNT 3'-0' TO MIRROR W CERAMIC TILE' 18'><3e' MIRROR ORAS BARS TOILET PAPER HOLDER- 2'-2' FROM REAR WALL I QUARRY TR.E BABE TOILET ROOM ELEV.. 9 / 8'X II:° VEUT FOR GI,ASE �F�Wj .i1111. .■�°� Ems ■°1 W so QUARRY TILE BABE RAMIC TI BIN MOUNTED OAP DISPENSER AS BARB OILET PAPER HOLDER- '-2' FROM REAR WALL Toll ET ROOM ELEV. 6 ----QUARRY TILE BABE TOILET ACCESSORIES MANUFACTURER FURNISHED BY INSTALLED BY DSPENSERG.C. C.C. PMSS CCR SC AMERICAN C.C. C.C. G DISPENSER TOILET PAPER CONTINENTAL RT23 HOLDER MOORE 737 KFC C.C. HAND SOAP MOORE 803 _- DISPENSER OR KFC G.C. PUMP TYPE EQUAL ELEC. HAND WORLD DRYER G.C. G.C. DRYER - MODEL RA MIRROR .AMERILAN SHELF DISPENSER C.C. C.C. 5335 IB'x3i' W! 5' S.S. SHELF TOILET ROOM ELE}� NOTE: „r PROVIDE 2'x6' WOOD 0{ ,,r T maw ALL SURFACED MOUN w BLOCK BETWEEN STUDS AT TED ACCESSORIES. A7p_.Y 1 SYMBOL LEGEND �3 ROOM NUMBER DOOR OPENING NUMBER 2 A tS ELEVATION VIEW (� / KEY NOTE , 2 A8 SECTION CUT OR DETAIL 11WDOW TYPE - SEE SHEET AS MASONRY BLOCK 5 BRICK B' MASONRY BLOCK GYPSUM BOARD WALLS WITH wa,a,v vs , -- — .— CERAMIC TILE GENERAL NOTES I. ALL DIMENSIONS ARE FROM FINISH TO F NISH OF WALLS. ETC. UNLES OTHERWISE NOTED. 2. ALL GYPSUM BOARD TO BE %' THICK UNLESS OTHERWISE NOTED. 3. SEE FRAMING PLAN SHEET A2 FOR ALL LINTELS OVER WALL OPENINGS. ' 4. WHERE GYP. BOARD CEILINGS ARE INDICATED ON ROOM FINISH SCHEDULE: USE 2' x 46s V-4' O.C. HORIZ. WITH 1/2' PLYWD. AND 5/3' THK. GYP. BD. t SCREW APPLIED). 5. ALL STUD WALLS ARE TO BE ANCHORED AT FLR. AND ROOF STRUCT.ABOVE.s 6. EXT. WALL DIMENSIONS ARE TO FACE OF MSRY. BLK. OR INSIDE FINISH OF GYP. BD. 7. ALL CONTROL JOINTS SHOWN, UNLESS OTHERWISE NOTED ARE IN BRICK ONLY. 8. PLACE REINF. AT MASONRY CONTROL JOINTS, AT CORNERS AND AT EACH SIDE OF �. MASONRY OPENINGS -SEE SHT. At FOR SPACING. 9. SEE ROOM FINISH SCHEDULE FOR WALLS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD. " 10. ALL WINDOWS DENOTED BY AN ASTERISK ( * ) TO HAVE SAFETY GLAZING. II. FOR ALL 28X4. OR 2'X6' STUD WALLS, SEE DETAIL 7/A7 ��F u�t Avx I , 0 1 2 3 4 5 6 B 10 12 ' 16M �� rM .. � a w E-r w z x W � a -- E-� } COO ; w � � H . o d U V a A � "tioet title prclect no. date %[' l drawn by checked by sheet numher A_ 3 3Ot12 � F, a 1Fi° m t Ii y V I i1 l�ti II REAR ELEVATIO 0 4 6' 1n Al - [ i BRICK SPECIFICATION CUPOLA ,�a P' REMOVABLE PANEL �� _ METAL PANEL CLOSURE TRW CAP BEYOND i EL. 11 4'-4' TOP OF TRIM CAP 10 • OPENING • ■ . 9 4, A - 1. A I C Zlb, UHAUE SW, TYPE FBX. BRICK SHALL BE SELECTED BY OWNER. INCLUDE AN ALLOWANCE $200.00 PER 1,000 UNITS, 2. MASONRY VENEER ANCHORS. CORRUGATED METAL TIES NOT LESS THAN 22 GA. AND NOT LESS THAN %' WIDE AND 7' LONG WITH ONE END CRIMPED FOR ATTACHMENT TO SUBSTRATE. SIZE TO EXTEND TO WITHIN 3'4' OF FACE OF MASONRY VENEER. ANCHORS SHALL BE INSTALLED 2'-0' O.C. HORIZONTAL AND 1`44 O.C. VERTICAL. 3. TOOLING TO BE CONCAVE AND MORTAR COLOR TO BE GRAY. ROOF DIAGRAM 11111111Jill 1111'I1111111 0' ISO 32' 46' .'myw1m �v,; sk�iF�""o-,5 4 KFC LOGO — EL. 117'-0' _ EI_. IIS'-B' TOP OF TRW CAP TOP OF TRIM CAP METAL PANELS — W/ BATTENS EL. 109'-11/2 BTM. OF SOFFIT RAIIN DIVERTER- PIIASTERS RICK (TYP.) _A I I , O EL. 123'-II%2' TOP OF CUPOLA EL. 117'-0' TOP OF TRIM CAP EL. 115'-6' TOP OF TRIM CAP EL.113'-2'/2' eL HIGH POINT BOTTOM ly OF ROOF DECK 4 s d'y BRICK— — FOR ALL WINDOWS RAIN DIVERTER_ . ,�I� {�_ SEE SHEET A5 —ti �F -f INDICATE WINDOW TO RECEIVE TEW84ED GLAZING 3 A-7 CUrJL KFC LOGO— f7 PLATFORM ,41NOow AWN t- b 'S � ski yy .}�'� • .6 t y �l �a DRIVE-THRU SIDE ELEVATION ' �V EL. 100'-0* TOP OF SLAB I I I I I I I I I 1 1 1 I 01 4' e, 12. I I I I I I I I I I i I 9 4 0' 4' e' 12' A-7 [47er_11T e U H- P;C)IZ F._-XP&J.1SIC ►Q Jolt.ITr� aiJD 17_�r_T;WL EL. 114 4'^ x� k,� � 6 ,dL'� `�� i � irr ,�xi+.+ � y i .,., S .''��;,'�� ♦ J .: ,� c r,�� i 5 a .... ...,,�� �.,Mibb .,A `a""-�a.'±3h ,. .mom. _.A .OeiLmLNr�� fit_ ��������� � • .�..� .. .»vv,. .. a,<,.1�.' �., i.. ,..,e r a a z W -lit a o 1 j+l I"I w � U ►,� � z a z r�l � ►�1 a �"et title EL.123'-11'/2' TOP OF CUPOLA METAL PANELS W/ BATTENS — CUPOLA .04 — KFC LOGO PLATFORM ' EL.117'-o' I _- TOP OF TRIM CAP s " EL. 115'-8' T TOP OF TRIM CAP VIa TOP OF SLAB — ALUM. FRAME W/ INSUL. GLAZING 9'-I I• R.O. 19'-10• FRAME DIM.) W 1 NUUU bLULKING AS REU'U -,�•J• MOULDING CASING BEAD CONT. AROUNO OPENING 4' MSRY. BLK. �— AUX. BOARD II � " STOP VERT. REINF. om -T— 3 o ; OPAQUE .WIN03* FILLER (BY KFC) I! LOW PROF-" GH.L AI rl 1 k A I N I I IAA ullt\Innw CD A AAC CI C1/ A 71nKIC i a I , I 0' 2' 4' 6' a, NOT'i*:'r+%s [A')i",' a A AND B ARE SUPPLIED BY KFC 1 n O ULVLNIPIV GYP. BD. SUSP. CLG. 7BOT TRIM (BY DECOR S . LINTEL EL. 106'-8} ANCHOR LINTEL TO IMA9 lCKP�'i P.4�tTENFJF SELF+TA►P"iNa3 r;L4E4Y v 1` FROM FACE OF WINDOW s j C3 L'1 I r ;i i .;LAZING ----., ALUM. FRAME r--�. i/2, � V4' SHIM \ I SEALANT ; SEALANT \ ROWLOCK SILL FLASHING --- s SOLDIER COURSE (WEEP HOLE -- EVERY 5th SLD FLASHING -- j T.G. iv;SR"i. j{ EL. 103'-4.O i EL. 101'-4' Op BLOCK & SHIM �-8' CAP BLOCK I WIDE x T-O' H1G3H�. ONE-WAY MMCR ALUM. FRAME r OAK TRIM (BY DECOR SUPPLIER) --t. CYP. 81D. ON SILL (HEAD & JAMB' SIMJ 01 1• 2 FULL 8' SOLDIER COURSE----� FLASHING SEALANT ALUM.FRAME SEALANT------. ROWLOCK SILL — '/A' SHIM ;:7 L ASHING SHEATHING --�. Y-8' R.O. -71/0 F.t1_; —BLOCKING EL. 104'-0 T_n uc-ov EL.103'-I/,' i i LL 2x4 WOOD c� STUD WALL GI -4' BATT INSUL. M V U � A x O � E", w z a W � V/ z a F"4 h�l ►`7- ,r � .•rt U J a sheet title project no. date drawn by checked oy sheet number A_ 5 5 oil 2 v� OUTSIDE SURFACE 17 c2) LAYERS IS s ; / _ SEAL FASTENEH PLASTIC ALTERNATING RED/WNITE PANELS FACE BRICK 0 FELTS MOPPED -IN /f r— 'y')OD BLOCKING 7 EQUAL STRIPS A" BLK. W/VERMICULITE �3 42' / %'COX P WD. 3/4" A_R SPACE ) i TYPE INSUL. 5/8" GYP. BOARD 56 TYPE '1' INSUL. / I �° 2 \\R INSIDE SURFACE �' b8 MET. RAINk, y T 6 R W R W R W TOTAL 7.65 DIVERTER / r" OM.S. / - BY ' i 6' TRIM 'OK. BEIGE' " OUTSIDE SURFACE 0.17 —2X4'S a 2'-0' O.C. ' ks' FACE BRICK C.20 EL. 109'-I!/Z' _--0) 2xB PLATE REMOVABLE REAR PANEL 3 „ BATT INSULATION -� LATIO. 11.00 T SOFFIT 80 . 50 _ , LIGHT I ,, � _ x 3/4' AIR SPACE LO1 / 1 _ W8" GYP. BOARD ).56 MET. TRIM-+/ i 10' (2) 2X4 W/ 2' BATT CUPOLA SUPPORT INSIDE SURFACE �3 - _� MET. FLASHING 'i/ INSULATION SYSTEM I BY M.S. . TAL l�.b 19'-0' COX PLYWOOD---, aka ROOF -R-VALUE GYPSUM BC: 91-5' OUTSIDE SURFACE 0.17 i BUILT-UP ROOF 0.32 AIR SPACE METAL PANEL 'LT. BEIGE' RIGID INSULATION — 5/8" PLYaOOD il.62 FACE BRICK (2)CURBS BY G.C. INSIDE SURFACE 0.61 — TOTAL 10.80 GLASS WINDOWS ONLY: SECTION CUPOLA/PLATFORM REAR ELEVATION 3/16" THICK DOUBLE PANE INSULATING GLASS W/AIR SPACE "r li k 4� °` )' * 'A6 I 1 I I ( I 1 ( I ( I I TINT: CLEAR S$ COEFFICIENTa ,p p' i, 2' 7' 4' S' 6' I 'P � z GLASS (ENTRANCE DOORS): �),�s �* ,`MI " THICK SAFETY OR TEMPERED. CLEAR SHADING _ COEFFICIENTLIVE OF CUPOLA �— . Pt-YhiooO TOTAL 0.95 yr/ CnAuV1&µIz4r,) MN1��b si.1P�°U6�- � i �I_ �i121i GI G'12', y' � EL.. II 91-�II �.�t„ahli —�. i � y---►-+�-Tr_►. 1~P���wlc, � �r�v�•1'TLIM Gbr ��� 2liGClNG� ''� �� � I• I �^ : Y,Z(C MGrta� �I► 1 i r— p��hHgl��t� t 1� Yr �j✓1 /�ii 'UGC _ C..�c.lJ ,�CiY�D I _ i / 11giik a-L- 114—c /i Tot- Or- M4a--c>t4" F C.YoFJp WATERPROOF MEMBRANE74, ago N Ru��JG IrkA1LA �v �� )!T y�t, allo ' GOx PLT'WOOL9 r a (00 / • o : ) 5\ d t x& 1 0 goo J, _ 1.{/ �?e► F�V T'S © 2 -0 lam, 3� (y 1 _ 11 r s s.. ,a '.s � �"M' � ..•"." 7t �,, .. "`� ,: `� � ''��'' ���. �, ♦ I Mp-mv .3�`a`,'"' �-�v a R. L 55 I� a 2 ��d r r �'' krva 3 'j /� �♦ la?T�f�fJ'FFPT -� SthP�0C.T) CtJ LI nIC� O� i � _'y a .�. ✓ x " �'� s a w a I REFER TO DETAL *3 SHEET A- c:1�-I►►Jt, w P 1 1 5 I d ` 7- •/ {i P^I 1 �ii.fJ� ". } ✓! r! CC(�;ate. 2Sgrvt L;. n rC w„y'„a kay" +^Y�i �,t rvi'� �'!1 �✓� .••' e k. #, '.Y 6'y f I' A. N ✓ 2� M S j. � MA L.. �' �' n` i' •� ri +'SQL F+ vy 6j x 4 % OVi FL.C. � ur V¢JVG-Tjrj Old —�. �'�) i�«�� �:i�a .. i.'k.. • �-. � ,..?, - ' F k � � .,py,�� e � w.✓, w� y „^ s� . � �{ y Y *t t. Y� y v� fl {" Y Ph�rL �.Ilr,l[ao►-1 �Elc�r�'T' ►��G e�JD � au�rix� � :� �,°, „�� Lr- ts1,t: 11©nl FEfL 7v ��Fj-r A-�i I '� Q1 �1 -T� �.�—� SILI, q 1 '�§ E `eSn: 4 ��u �s r � a .T N� tr �6a� �. Y P C -� e� � ✓, x km a I'd k �xrn "r' �'� i I I k o �Iu`�^ i. 't :k a' v '�", »L,'I T2 �;'ri: k1",'3y3i' P.:"t'�a, r f s 4l $•.�a .. h GALV. FLASHING — (BY C.C.) PARAPET — 'LT. BEIGE' TRIM .'TERRACOTTA' SIDING 6 BATTEN — 'TERRACOTTA' RAIN DIVERTER & TRIM 'TERRACOTTA' SOFFIT •1 T ar,en r_ l ...OW Z)c —7 yL_bPP or.11� a►Jc�i-�ofZ f It., DMUG d►•ID t"TZLI �fi 4! ,f . T- i f311 IZaoF, 11.�,i1... a�ln 17P1,x, MANSARD COLORS (TYPICAL) • 4+:'�4'.3k@CE+Lie'RS'�'^BBd"'+dl me'J`i�% -"'�M �I,I,wykl§'nrcrFk 3a...'R FS.:a;k"Y:;x R,, ,.�Y 1',:'sk4`e';k'.i-�i i4k^^'3i'W;".#. ', .Yar':: �;;'`.'� k t y - _ _ � __ �"'"�"ksy" x q� '�' Ya IYa �a P�h"w� � Mlar1 � E f P 9 PY� `� • � � / !"`�'�` +x � ✓ __ —_ p ry tl y p Iv I.,$ . > n, ,r a sa lr! &Iu"�� i's�kllrtl h��,°" ta s"x,'".'.k.r.. 4,"'fe ak,. ]r�° °`� , • II' • — �- .t I�'S"�,yS.�fnks IX}I�,, � sS n � �, a, '.x"� �3' ..... r" .. - :, i�, yy �4 e ■ ✓ - �� �a f .e�,1'€I°.Mt k�a o��..e:�"?V4�9��.Y+�V'a����?, �a�a+i�r�P � .. i �..u.. hl^ �..� .. : ... .,, .,.:n�.. �. � - _ id '�c�:.� '>e'.nM=� _ �.� �� �_--) _ _ i✓ .i r .. i.- ._ • i. 1 1 I I I I I I I I I I p' 1' 2' ]• 4• I I I I I I I I I I I I I 0' 1' 2' 3' 4 , 2 >r r�L_L_ JL_l. I IVIV I (sheet number A6 I 1 1 I 1 1 1 1 1 I 1 1 A6 0' 1: 23' 4' I --- , " mmmma DOTTED LINES INDICATE BOND BEAM REINF. ABOVE - SEE NOTE BELOW FAKE rti CAULK (DO NOT — FAINT) I,iSRY. BLK.WALL >?RICK RAKE 6 CAULK (DO NOT PAINT) NOTEt CONTROL JOINT CONTINUOUS FROM TOP OF F, TOP OF WALL - BOND BEAM STEEL TO STOP ONE glut ur JOINT, LAP MIN. 24' ON OTHER SIDE - GREASE LAPPED BARS. TRUSS TYPE REINF. TO STOP EA. SIDE OF JOINT. CONTROL JOINT I I I I I I I I I I \ A 0' BRICK SPECIFICA TION 1. ASTM C 216, GRADE SW, TYPE FBX. BRICK SHALL BE SELECTED BY OWNER. INCLUDE AN ALLOWANCE $200.00 PER 1,000 UNITS. 2. MASONP.Y VENEER ANCHORS: CORRUGATED METAL TIES NOT LESS THAN 22 GA. AND NOT LESS THAN I/s' WIDE AND 7' LONG WITH ONE i END CRIMPED FOR ATTACHMENT TO SUBSTRATE. SIZE TO EXTEND TO WITHIN 74'OF FACE OF MASONRY VENEER. ANCHORS SHALL BE y INSTALLED 2'-0' O.C. HORIZONTAL AND 1'-4' D.C. VERTICAL. 1 3. TOOLING TO BE CONCAVE AND MORTAR COLOR TO BE GRAY. !.+SRY. BLK. WALL -K ------ FOR REINFORCING, SEE SHEET A-L PILASTER PLAN D O 1' 2 ' 26 GA, SHEET META, __..._._- ; FLUSH VV! ROOF SURFACE OVERFLOW DETAIL WALL LINE — t METAL FRAMING BY MANSARD SUPPLIER CONTINUOUS 3'x5' ANGLE Co 10 T A-7 FLASHING EL. VARIES -SEE WALE_ SECTIONS METAL FASCIA. BY M.S. CONT. MASONRY BOND - BEAM W/ (2) 95 BARS AND CONC. FILL CONT. 3'x3' ANGLE METAL TRIM METAL SIDING W/ Ix2 f BATTENS a 21' O.C. I..: 3' METAL FRAMING 8Y MANSARD SUPPLIER 2X6 BETWEEN TOP CHORD OF TRUSS PARAPET DETAIL ;t ;�-_._ EL. 109'-II/z� - - - - - - BOT. SOFFIT EL- 109-1 __ TOP 7F BR)CKs. t/z' V-GROOVE a6, ALUM. SOFFIT BY M.S. ' CAULK 'J' CHANNEL BRICK MANSARD AT WALL 14 ' „ I „ I , Iloilo METAL FRAMING BY El. 109'-1'/z' BOT. SOFFIT MANSARD OUTSIDE EDGE :I I I I I I I I I I I UPPER PARAPET CLOSURE 'LT. BEIGE' TABS --c SEAM - LOWER PARAPET GALV. METAL— _.._ NO I E: M+ REFERS TO MANSARD SUPPLIER- CONT. 7x3' ANGLE, BY M.S. GALVANIZED FLASHING, BY C.C. CONT. WOOD SHIM 2x8 WOOD PLATE CLEAT CONTS. EL.114'-O' TOP OF MASONRY _—COMPOSITION FLASHING DIA x 8' ANCHOR BOLT a 4'-0' (TYP.) BUILT UP ROOF (TYP.) ------------------ 4' SOLID CANT TYPE '2' INSULATION TYPE 'P INSULATION CDX PLYWOOD DOUBLE 2X8 (SEE DET.I/A2) MASONRY ANCHORS a 12' O.C. BY MANSARD SUPPLIER MSRY. BLOCK (PAINT) QUARRY TILE — FLOOR AND BASE GENERAL NOTES 1. ALL WOOD BLOCKING,PLATES i BRACING THAT CONTACT MASONRY BLOCK SHALL BE PRESSURE-TREATEO. 2. M.S. DESIGNATES MANSARD SUPPLIER ON DRAWINGS. 3. AT TOP OF ALL MASONRY BLOCK WALLS 6 WHERE SHOWN a DRIVE -UP WALLS (4/A61 AND AT SIDE WALLS (3 6 9/A7) : CONTS. CONC. FILLED NOM. 8' x 8' BONO BEAM W/ (2) 05 BARS. 4. AT ALL EXTERIOR MAS. BLK. WALLS: VERT. REINFORCING, BARS CERAMIC TILE FTC. TO TOP OF WALL, (FILL CELL W/ CONCRETE) SEE SHT Al FOR SIZE k SPACING: HORIZ. REINF.EVERY OTHER COURSE. GYP. BOARD S. ROOF: %@ COX PLYWOOD DECK WITH (2) LAYERS INSULATION 2 u4 OR 2 x 6 ITYPE I LOWER, TYPE 2 UPPER) AND BUILT-UP ROOFING. — WOOD STUDS a 16' O.C. 4" OR 6" CMU CONC. CURB In n QUARRY TILE FLASHING STRAINER 'J' MOULD a a EXPOSED" "" z� „ " I' �'e ` CLAMPING RING LOCATIONS BASE DETAIL O' r 2' f 61¢ PVC -INSULATED L DECK CLAMP CERAMIC MSRY, TILE BLOCK BUILT-UP ROOF ON TYPE 2 INSULATOR OVER TYPE 1 MSRY, GYPSUM INSULATION OVER 5/8' BLOCK BOARD CDX PLYWOOD ON FURRING QUARRY :4 NOTES: QUARRY TILE TILE FLOOR ft00R MIN. 30' SQUARE 2 1/2 L.B. TO 4 L.B. LEAD AND AND / OR 16 OZ. SOFT COPPER FLASHING SET ON BASE BASE FNISHED ROOFNG FELTS IN MASTIC. PRIME A7 A7 A7 BASE DETAILS I„ I I , I , I I „ Do i A-7 a" 1141- 4 i 2 O' ru-,V•iT,> P3H-(3"-Pp 6,0dW-.0, IQII 7�i"i(L( POLY FULL (1�N I I FL. OIL- t 'R�r SvNaY . tIo'-a"woe � +eeer_. I i 1toP O I I r,.,;c:�tl�'..°Sg� t"T'`}•.F>--� I � I ! _ C.7•iC�. -�C.G ��F�1' A-z ¢-�^F I I ' 1 I .ROOF DRA i A1u1�. r, . - �LorK-n., LoFs ,r_Y, V v r 1 DOWN 5.;aW TV -(I t, w4cgo�-, O' ":rL4v_ 1REAROf B1ILD G Wait'- "..I4T A-2 ONLY 1= F. 21A7 '• t_SIZAP- Akp A4C�iE rv4GL °.l t�4 L 6n ZI F PAL .4z-Iln.hk:G I ! Q� h Fztz LA W--77�iv ( ►1.5. II � '. eL. I l o'-a"OIL or ftP040 PAA, 14 ! 13 14 �I -r f . G SIDL WAL.1� - - / A-7 G?�►-IILIc, r.Y M.S.i _ � � I 1 1 I � `- -� --T--- •1 "�:<.!°�-„w•��;'�GD GtJLMICI 1 Irpl- Ify � • � -- — -. - - R-11 INSL1LJaTIpN � �g ) �:`_:_ __ cj.. I coali" II� �•I� _ i� / _ 1 hvl.DtF1L fOU4`�� �. .'ffi»; "'"'°�"""`........_ f�,e N9m orl DA'A / �II plrE �G4-L.h V•.Ili t"�'���'iIG>•..I Lt-T'F�. t!�P� �r1 Ir I aLi�a oe 1, DIee CO i �t�lU iocJG" 1�.1=' i-TG+I.ORs WALL SECTION__ 0' 1' 2' 3' 4' - rt �J5��1Q "yfxY WS �5 'Ja ING MBMr�va.�e F�.�s+-tnJ�, WALL SECTION 7) 11 1 _1 1 1 I 1 11 1 1 0' I' 2' 3' 4' I 1 I I % 8 A-7 .7. TOP OF SURFACE BEFORE STRIPPING. MEMBRANE PILES, METAL FLASHING, AND FLASHING IN PILES EXTEND UNDER CLAMPING RING. STRIPPING FELTS EXTEND 4' AND 6' BEYOND EDGE OF FLASHING SHEET. ROOF DRAIN DETAIL 2 A-7 0' 12' F_ ?oP CAOQD of ! T2t1`�a 2 m C� EA 10 AT I r" 0 sheet title ' A7 project no. date / -2 - - drawn by checked by sheet number A-7 7of 12 �at•� Ilatw� I TRUSSES -SEE ROOF FRAMING PLAN FOR SIZE 2' x 4' FRAMING AT 16, O.C. (2) 10d BAILS AT EA. TRUSS -TYPICAL I 0 D•/FT y CEILING BLOCKING -AS REO'D. FOR SHELVES CER.TILE OVER %z' PLYWOOD 1 200 D./FT lit- 7!4) BULKHEAD SECTION III1111111I1 0' 1' 2' 3' 4' 5' 6' rAME as® BISCUIT TABLE ELEVATION 21A 21 A8 A8 0 w flu i • MEMO= C01 S L•.._ S 4.. S 1. J I ���, me CERAMIC TILE OVER 5/' GYP.8OARO (WATER IIAISTA�dTII I air g11T o 0 .� .'NOTE: THIS CONDITION 42 42 OCCURS IN OFFICE. ALSO - - - - - I GYP. 80. ON STUDS ` 1 � QUARRY TILE OqSE 1 0co 1 1` -fh v , i 1 a. `�+.•i..�,r < „�uvd .g' k p'ii"'X ,I` Q 1 k iMr+, aI lv� �+ Ir � 1 CMU STARTEq , --QUARRY TILE �. SASE AND FLR.,' WALL AT SHELF MO S1NIK & WA H LINE I I I I MEL I --- — AB I I I I ( l ( l I 01 2. 4• 0. 2 4 6 8 _W KITCHEN EQUIP. ELEVATION KITCHEN EQUIP. ELEVATIO O' 2' 4' 6' e' — SEE DETAL 21/A-8 74 CERAMIC TILE ALL WALL SURFACES BREADING TA_E3LE I � I ' I ' I_i 0' 2' 41 e' 8' • '; . , INSULATION TO HAVE FLAME SPREAD RATIN OF 25 OR LESS. SUSP. CEILIN SEE EQUIP. *s = SCHEDULE FOR N . MANUFACTURE SCREED BY ---�� COOLER MFG. f ;F SEALANT BOTH SIDES W #� e ` BULL NOSE CAP WN ibp k 4n*kl' NOM. 4' MAS. BLK. _ COOLER 2 VIM p i w/ 05 DOWELS c iO (ELLIOT-WILLIAMS TYPE) 32' O.C. FILL CORES W/ GROUT AT REINF. QUARRY TILE A OR 8 DIMENSION (SEE ISEE-SCHEDULE BELOW! f m x,, 4 Mk& 'i ♦w��s4 i v er '� a � a•'t wt ' .. COOLER (KOLPAK TYPE) 0' 2' ;', a rn(V Mir I TAUT 2 YCONDENSATE LINE —RUN ALONG BACK COOLER WALL THEN ALONG OUTSIDE rc t OF COOLER TO BRAIN. L---_ XONFIRE'21111 DESK TOP SECTION v" 2' j• ELEVATION /-6� ELEVATION /7 1 1 1 1 1 1 1 1 1 1 1 i A8 I I I I I I I I I I I I I A8 Aa WALK-IN COOLER DIMENSIONS SYMBOL KOLPjrIK ELLIOT-WILLIAMS A 13'-5Y. 13'-45/8' -- — - B -- - 7'-8'% C- --- SUSPENDED DOOR CLOSER - E CEILING WALK-IN COOLER THERMOMETER • G.C. TO VERIFY W/ CONSTRUCTION SUPERVISOR NO THRESHOLD 0 LIGHT SWITCH WHICH TO USE PRIOR TO INSTALLATION OF MASONRY BLOCK CURB FOR COOLER COOLER DOOR, DOOR SHALL BE UARRY TILE p • DIMENSIONS ARE FACE OF BLOCK TO FACE.'• SUPPLIED W/ USE SEALANT a OF BLOCK,,-,,, ADJUSTABLE INTERSECTION OF,,. SWEEP. COOLER AND O T --� COOLER DOOR ELEVATION ` m m ID 16'iT\ttH I I I 1 10111 1 1 11 AB B' 12' WALK-IN COOLER PLAN 1. I I I I I'1 1 I 1 1 1 I 0' 4' S' 12' uY7. 60ARO 5/6• PLYWOOD IN LIEU Or GYP. SD. AT SHELVES OFFICE ELEVATION I I I I I iI I 2' .V 6. 4',-..,. 6 • 8' r 71 •2 ---80---- � I i 81 1 76 0 I .. OFFICE ELEVATION O: 2' 4' 61 e' GYP EOARO 5/•8- PL YVOOD IN LIEU OF GTP. 6D. AT SHELVES d z A O � a w z a4' W � a H 11 W w r•.l U >4 O Z AeJ O A dl U U `a ,neet title project no. date 12 - ? -- drawn by checked by sheet number A8 Aug 8 ofl 2 11q y c� y. 1„.^q •+ CKDOR FUSS , FRAJI�, _ IgNW - FACTORY FINISH SEE f /60 DARK BRONZE "LOGO DOOR" SPECIFICA- TIONS SHEET SP.2 FACTORY FINISH SEE 180 DARK BRONZE "LOGO DOOR" SPECIFI- CATIONS SHEET SP.2 i~ FACTORY FINISH SEE 3 180 DARK BRONZE "LOGO DOOR" SPECIFI- CATIONS SHEET SP.2 FACTORY FINISH SEE i /80 DARK BRONZE "LOGO DOOR" SPECIFI- CATIONS SHEET SP.2 FACTORY FINISH SEE 3 PSO DARK BRONZE •LOGO DOOR" SPECIFI- CATIONS SHEET SP.2 H.N. FRAME 70 BE 6 STAIN TO MATCH W000 TRIM PAINTED BENJAMIN SEE DECOR SHEET MOORE CB-62 H.M. FRAME TO BE 7 STAIN TO MATCH V000 TRIM PAINTED BENJAMIN SEE DECOR SHEET MOORE CB-62 H.M. FRAME TO BE 8 I STAIN TO MATCH WOOD TRIM PAINTED BENJAMIN SEE DECOR SHEET MOORE CB-62 d , j STAIN TO MATCH WOOD TRIM H.M. FRAME TO BE PAINTED 9 i BENJAMIN MOORE CS 62 i SEE DECOR SHEET i0 STA!: TO MATCH WOOD TRIM H.M. FRAME TO BE PAINTED BENJAMIN MOORE CS 62 SEE DECOR SHFFT 11 PAINT BOTH SIDES OF DOOR PAINT FRAME TO MATCH MOM 11 C8-60 LIGHT BEIGE 12 PAINT BOTH SIDES OF DOOR PAINT FRAME TO MATCH MOM 11 C9-60 LIGHT BEIGE SEAiAliT t ALLlA. FRAME 41 - ------ JAMB 0' I° e' GYPSUM BOARD I� u00 ---, PO CERAMIC TILE f WHERE NOTED iN I-4}�4'- - FiNISH SCHEDULE SEE SHEET 02 1 I aY STUDS _ II•" I. ll,/2• CAULK BOTH SIDES L�' 1 t_I CAULK Uri 11 L-H.M. FRAME I ��' FRAME BLOCKNG CRYWALL TYPE) 1/4' Si,M 5'x3 1/2'x3/8'L1 V. TO MMAATCH METAL pr. ` ~ �, CORNER BEAD YI 5' 4. � BLOCt<VG f ' SEAL"W' A 5/8' GYP. BD, ON FURRt4G FLASHVG • J-;l�iOtRDTJG HEAD �. 2' REFLECTIVE FACE I 'S' 6-TOWARD KrTCHEN SER V ICE ONE-WAY MIRROR SOLID WOOD EXTERIOR GRADE 1 16- E F SOLID 6•x6" WORLD WINDOW EXTERIOR - W/}• GRADE POLISHED WIRE GLASS IN METAL FRAME SOLID CORE WOW DOOR D SOLID WOOD EXTERIOR GRADE C I,JDOOR E LE Ail q O` 4° H 12' 1 t FFR,Y I tiC 4� 2- HOLLOW II METAL FRAME 3 tl) t/g• THICK EA. (L) ONO I � 0 ALIM I Mwll NU INSTALLED BY CROSS G.C. RAILS �eETY 'ALUMINUM EXTRUSION B A XLOW =TAL iME FR AIvE ELEV 0' 4' 8' 12' CERAMIC TILE �r- �WHERE NOTED IN FINISH SCHEDULE I SEE SHEET D2 STUDS TO ROOF — STRUCTURE A80VE I i KNEE BRACING I i SUSP.CLG. I 1 1 zi4• ALWIMM FRAME • j STUDS INK, GYP. BD. y- a 3 SHIM I I -CAULK BOTH SIDES ALUM. FRAME! /-CERAMIC TILE BRICK 1- - - f M(HERE NOTED IN I I FiNISH SCHEDULE ,+ I SEE SHEET 02 JAMB ANCHOR /1 1 (3)PER JAMB � 1 I POLYETHYLENE BACKER ROD I 1 '/2' I, u I I • I SEALANT TROTH SIDES) - ! ! H.M. FRAME FILLED1----.-------- -� _ NI WITH MORTAR ' JAMB E;D n° 2' ! NOTE) SEE DECOR 'w SHEET FOR TRIM FOR INTERIOR WALL FINISH SEE SHT. D2 CAULK BOTH SIDES SHIM AS REO'D. ALUM.FRAME STUD (PLANE TO 1 3/6" J a_,l A 3�,vl " L no. SZE ELEV. TYPE SLY 1 3'-O'x7'-0'x1 3/4' A 1 #1 7 2 3'-O'x7'-0'x13/4' A 1 #1 7 3 3 3'--O'x7'-O'x1 3/4' A 1 #1A 7 3 4 3'-O'x7'-O'x 1 3/4' B 1 1 #7 1 5 __.._. 5 3'-O'x7'-O'x 1 3/4' B 1 *7 1 5 ry r 6 3'- O'x6'-8'x 1 3/4' C 2 #3 4 4 7 3'-O'x6'-8'z1 3/4' C 2 #3 4 � 4 51 8 - 3'-O'x6' 8'x1 3/4' D 2 #6 4 4 y 9 2'-8 x6'-8'x1 3/4' E 2 #2 4 R 1 4 4 c 10 2'-61NW-8'x 1 3/4' F 2 #2 4 11 3'-6'x7'-0'x1 3/4' G 1 3 #4 2 6 12 3'-0'x7'-O'x1 3/4' H 3 #5 2 63 Iwo LIST OF MANUFACTURERS A ALARM LOCK CORP w• F. FALCON LOCK_ G GLYNN - JOHNSON H HAGER HINGES L LCN CLOSURES , N NATIONAL GUARD 1 .r Q QUALITY HARDWARE• E NEW ENGLAND STAMPING & FABRICATING " WORKS INC US3 POLISHED BRIGHT BRASS US26D SATIN CHROME ,$ US SATIN ANODIZED ALUMINUM US32D SATIN STAINLESS STEELAALUM ALUMINUM "immmu - USP PRIME PAINTED HR'D'^=BARE SCHEDULE 3Y SETS I F i CYLADER 986 x I /C x 260 O DOOR STOP SET *1A F1 1 CYLtVO4 986x1/Cx260 M2 1 DEVICE 11-R-•N M OUTSIDE OPEF(ATK)N) H 1j PR. BUTTS BB1279 - 4j" X 4j" X 260 F 1 LOCK S561OL-HG x Z60 L i CLOSER 4113CUSH x AL x 28" x 320 0 ) KICKPLATE 16 GA. x 10 x 34 US32DWr x f3 H lj PR -BUTTS BB1279 - 4j" x 41" x 260 F 1 PRIVACY S301-HG x 260 ) L i CLOSER 1461 x AL x T8 (PARALLEL ARM) 0 i WALL STOP W302 x 320 e 0 1 KICKPLATE 16 GAI x 10 x 34 x US32D SET t4 H 1{ PR.BUTTS 88 1191-412" x 4j0 x MP x 260 A i MODEL it EXIT ALARM LOCK F 1 RIM CYLINDER 986 x I/C x 260 L 1 CLOSER 4115HCUSH x KPO DARK x TP (PARALLEL ARM) L 0 1 KICKPLATE 16 GA. x 10" x 40" x 320 C� N 1 THRESHCLQ 513 - 42" T N 1 DOOR BOTTOM 202NOR W N 1 SET WEATHERSTRIPPING PF181 M i 16 OKB RAIN DIVERTER (FULL WIDTH OF FRAME) E 1 NEW STAMP SECURITY WINDOW WG W/6"x6" (4_ASC %_T 1{ PR. BUTTS 88 1191 - 41'" X 4j" X NRP x 260 F 1 DEADBCLT 09471S x I/C x 260 W G 1 SURFACE OVERHEAD OOCR HOLDER GJ570 T z N 1 THRESHOLD 513 - 36" N 1 DOOR BOTTOM 202NBR H N 1 SET WEATHERSTRIPPING PF181 SET f6 H i{ PR. BUTTS 881279 - 4j" x 4j" x 260 F 4' '' PASSAGE LATCH S 1 O t -HG x 260 1+� L 1 SURFACE OVERHEAD DOOR HOLDER GJ570 .� 0 i KICKPLATE 16 GA. x 10" x 30" x 320 r 1 L 1 CLOSER 1461 xALx TO (PARALLEL ARM) fir/ SET *7 F I CYLINDER 986 x l/C x 26D L ) CLOSER 1461 x AL x TB ? (PARALLEL ARM) 8 W86 OR ij" x 11" x 1" EARTHTONE GRAY RUBBER A ►-r a PlOi W QI d w ONO � H a z E-" U C/) W U a W TES t1e 1 p ALL KICKPLATES SHALL BE MOUNTED ON PUSH SIDE OF DOOR. Y 2. ALL CLOSERS TO BE MOUNTED WITH THRU BOLT, REINFORCE AS REQUIRED: project no. 3. DOOR CLOSERS FOR OPENINGS 1 AND 2 ARE TO BE SET WITH date MAXIMUM OF 8.5 LB. PUSH AND PULL PRESSURE. TOILET DOORS drawn by 6 AND 7 TO HAVE S LB. ADJUSTMENT. chnrl«d by 4. LOCKSETS AT 40 S/ 16" INCLUDING PANIC SETS umber S. LOCKS WITH INTERCHANGEABLE CORES SHALL BE S IED WITH CONSTRUCTION CORES. 9 011 2 WALL LINE II/a' BACKS, BLOCK AS REQUIRED 5' HIGH C01 _ F CLOSURE AT END OF I UPPER COUNTER I ;, KFC TO INSTALL 6 SECURE- �•_1�". SAFE TO FLOOR PER \� MFG.INSTRUCTIONS I I WALL OF CABINET BEYOND- N SAFE I r RETURN QUARRY TILE BASE AT SIDE OF OPENING FOR SAFE _ e " 4. I'-6�•' 9 A10 SECTION AT REF'RIG. DISPLAY /FRONT COUNTER SECTION -`.•y.L .'f,�J 'riR ;t/Z /D II K27K 'l)` r- - q� 4JA T _ J4, i4 r I w F �Y e �FI •I „� ,..'+ � . � 3ed �, �„� tm eh :' .'€. � W. ."�'F.,, %, kY 3... S '� i '�� { {. � 4 + "t"'•�!yy ,:.: ;.. .. n ," e. rj �C. "' ':'+iK k..';., I bs#.°.. z .•_-.._ ,.y✓ },; re �' } �,�"ea `. .I ,,,. sP" si t � r r _---- �'—._-._-----.--"rt"--------�-----•ikt ----_ -- .. .. _.+Fi _----- -_-<. ____-_"r+------�--- fit. h Fi 3 { j,�u WC- h�4A h�1 y4" i%41 at �41 �, �a 17Fc.uH �,c,ECE1"C _Ef �LKYip(Ati i r 4 I fl •1 F+C —, �� ry,: -- 4 N)ttywal�l4�.EE _'uttr �',pN� r . �. :ONTKa Tor,T0 WU-,C ALL ,�; , !R �+•ID GT'Ail.l FJCh .0 T-W ' .> d I o .. ..:r#+l JVJFi %�'I = L�G41L5.1i., . Gr,i bpi'. PL1An.iL'YJ FRONT COUNTER - SE_RV!CE SIDE OEM I I I I I I I I I I I I I 0' 1' 2' T' 4' 5' 61 =FP►ri E'LYr� OF rLU1�iT;R'fdF" - � r ti i CL I � G 90 --i(, F1' 1. RLNI i ,E4� �5LAP,--lr- _�fL fir AVf + - - {-�I- '�" I I 1,_ kw TILE ?RICE) I�(A OW -� �N OF CAGY. TAPAt i IAtN q* FOK �I,----� —T —fir 14, TO cwe- ? r W f `,Ef eA- 'f112VW' y a aGOPF OR kx�}' Cp C J de" I r I, ,IMP � Lae C11,', p �I tp p Y r y'x +Eli i u ."ass E5 k • d ':Ya= u � F • 1 PI, . �L • • "rsm �`z's • •� I a fit 4G G I ir�'i n001aS ;r • • .Ir.,.:.,; ., • �t �I 00 I 0 ;fat �W:, �C�.t Ia .yk1�+�f'�i'y"� �, e HI,u-,s. �{�� � �• >Y lyi", .;; (, " s4$ w T 4 w sF e � O { , Y s � tF€ S w���`,&s :;,.��3,.y!.., .,�. :....... � • , a 4a>''r .,�. - �b .. 0?""� y~ r • COUNTER • 'e w l "' ;!1 r� r 4 ?Y sn L 14 F,°,3 it4cv '' r. Pig •" YU1caD N h11�, �Y,k `,4i wM7 " 0-3 �N v / � 7:7 ;u V �� I ouavJ A7,A70 --- � Q,T_ 6•G:E 0 1 101 C r — — r- - � � �D E `�RFlW+•bLf�ER i II OCrA ` ` '**4 LRAM A-rWf-�D 70 _ A.LNC-D RErtalea�ll -:+i F (:oF1t71M�T �iTANC7 �;AN � -o /c WALL LINE -=-- CERAMIC TILE- 4' BACKSPLASH FRONT COUNTE WATER FILTER QUARRY TILE BASE STUB-0Fy—_ _,r NOTE: 0 SYMBOL INDICATES EQUIPMENT ITEM NUMBER, SEE SHEET E01 FOR EQUIPMENT SCHEDULE s 2'-4' r3'- 4' REFER SHEET E2 FOR ELECTRICAL NOTES DRIVE-THRU COUNTER I I I I I I I I I I I I I 0' i' -2' 3' 4' 5 6' 4pwq r•l 9 0 C/� Gs• W Z x W a � a H W � U � z F.-IfU ERAMIC TILE DUPLEX RECEPT. FOR WINOO* W INTERCOM ►•4 a, RECEPT. FOR CASH REGISTER JUNCTION BOX FOR PEDESTAL TYP E SPEAKER WIRING TO MENU 80ARD —ICE 81N 1 DUPLEX R P ECE TACLE J-BOX FOR VEHICLE DETECTOR sheet title I'-3' X 10' LOUVER I. CARBONATOR 07 74' 6'P.V.C. PVC. olect no it e 2_-_-3 , ;fawn by checked by sheet number A— 1 O 10 of 12 Zx 4 rse_.o.o lac, 4iJr�-61+T>M*JC�e� �r-iL.4OC-, nrf lip, M_ r ;. li 4p' PVC Sock. L.NE C&RBCNATM --� }' H V. Imo' • 2J'ACGE 55 PANEL__ ICE IN" 12 PLAN C e I' L' 3 4' 3/4' PLYWOOD & LAMINATE 1-1/2' HOLE FOR POWER PLUG AND COFFEE UNIT �1/4' PLYWOOD, fig LAMINATE —}—� DRIVE—THRU BASLE CABINET Ngw • t? r �t';,'?"a'' 6.+41EA 14�ia�!d.,. a �' I 1 \ / �t.UOeCrsGe•�-1'r� I NOTV� = GO�DiNL't�T` Ft1 1"x� C�J7 e1V L7 I Ttal_ qq E4UIPMr�T ��K. vPS. 113 d' �L Zd 3 , T I I 0' EQUIPMENT LIST NOTEI SEE EQUIPMENT SCHEDULE FOR THESE ITEMS FURN. INSTALL IC SODA SYSTEMi DOLE 280-5 F.F.V.11.IK.M.1115 VOLTI IPH.1 DUPLEX RECEPT,1 12' WATERI INDIR, WASTEI 14%* W., Be D.. ISI/' H. KFG GC. 12 ICE CHEST CDNO. CTR.IOOLE KFG G.G. 88 TEA CROCK K FG G C. (?!19) COFFEE DISPENSER KFG CaG. IQ!cl 4 w77C UN ER SUPPLIER > CONNECTION DRAIN TRAYS 2._F,)%Ill .�6 . FABRICATOR- 2 CONNECTION 8Y O.C. (D ICE CHEST CONO. CTR.;OGLE 12 In - o c SODA SYSTEM: DOLE 280-5 F.F.V.; 1.1K.W.1 115 VOLTI IPH.; DUPLEX RECEPT.I , 12' WATERI INOIR. WASTEI 14%' W., 8' D., 151/2' H. IC), Irt PLAN n itu g "A. I I I I I I I 0' 24' 6' a' �._T \ i t 117-1 . I (e' PVG I HD FRONT ELEVATION ' I ► ' I �&1 ( I I D' .' 2' 4' 6' 8' TRANSLUCENT GLAZING REAR ELEVATION i I I I ) 1 1 2' 4' 6' a' 24'FLUOREECENT $TRW LIGHT U � � r VJ Giy z h+� w a N Z a z cx w U � a sheet title project no. date /2 drawn by checked by sheet number WASHER AND NUT- (PEEN THREADS) ^µ BOTTOM CHORD OFTRU- ' S-SEE SH7.A2 FOR SEXACT LOCATION :SEE DETAIL 6 ON A2 OR CONTINUATION OF RAMING KITCHEN %# GYP BID. OVER I%ii• o PLYWOOD , 2' x 6• PLATE-/ SHELVING 21 x 6' ON EDGE -- AT 4'-0' D.C.- FASTEN TO BOTT. CHORD OF TRUSS 2• x 4',NAILER �,, AAJ,..L LIB - `• '4, *' T'RAMP4 AT 24' O.C. A ! 1/2' THCK ►tYw00D - SCREMEC TO r X V FRAMM -\ (2) 7•' DIA. ALL THREAD AT 4'-O' O.C. •� i SUSP. CEILING 2' x 4� COW, 0 _q•• • w i r ' GYP. BD. & 48AID FLAT AT0' 0.�. CERAMIC TILE �, TOx ROOF STRUCT. . - - - - - - - ' SERVICE H000 DECOR _ - ' ' II SUPPLIER -SEE _ _ _ I DETAIL 3/D3 MENU 80. 71/4 .1 `is SECTION AT BULKHEADS (SERVING AREA) i LL t0 I I k ift" 2' x 4' SUPPORT BRACKET (4) REO'D ANCH. TO ROOF STRUCT. 2' x 4• BOX 5/6' PLYWOOD \1 ,k �--- FOR FAN - MOUNTING. VERIFY w/ E.C. FAN MOUNTING I I I( I f I I l I l( l 0' 1' 2' 31 4' LL 0 LOBBY OFFICE 11 I • �Giiiilliiiiiiiiiiiiaiiiiiii�li■ ■r ■■■■■■■■■■■■■■■r�f>r■■■■■■■■■w■��li ■■■■■■■■■■■■■■■'A■■■ul■■mu■An■ Ljr LMENU1 BOARD NOT SHOW�- REFER TO EQ SHEET CONT.CO 'AROUND CORNER FRONTTO . SERVICE COUNTEP FRONT PIASS THRU ELEVATION I' I I I I I I I 0' 2 4' 6' a, N017ES Ol UP TO TWO (2) 400 WAIT MIaY VAPOR FIXIVJRFS (SUPPLIID WITH UJPC11A) JW,1ID'I'ID BY ELI7CTRICAL OON FACTOR. SEE DETAIL 1, sREFr A-6. O2 FAN OWIT40LS (SUPPLIM WITH FAN) IILSTAU,� BY ELFCTRICAL CCNrRAC TOR. 3 WIRE 6 CONDUIT AS RBOUIRiD BY FAN 4 MOUNT JUNCTION BOX IN WALL APPROX. 48" I.F.P.. 0.oORDINATE EXACT L0CATICN WITH SIGN SUPILIER. O MOUNT JUNCTION BOX IN WALL 6'-0" A.F.F. TO CENTEREJNE . OF . %'GYrsuta At7Agf, - 'rRERED 0' 21 s (t 14 0 ' t(�If'�EA �N(att�ESC�M 1 'y 11d11T'ED dti �1�JE5�fi1 SUIT 1.OW S RE`Ft;IT�� AIFI .� �:X.�AUS i �;ITsLL:. �: SPE.a�m`.I� 1,� �wt(.."NG►►"OR BACKC-10.e,%C v SIC SYSTEM _ ?" x 4' RECE � CEO FLUORESCENT 2' x 4' RECESSED FLUORESCENT 4'-0' ONE TUBE FLUORESCENT .� 4°-O' TWO TUBE FLUORESCENT r � ixc• 2-0' cc -ANCHOR TO STRUCTURE ABOVE (' 2° 2xA-0 2-0 CK.-ANCHOR TO YF L �7Gv•-'{ ! j STRUCTURE ABOVE {• Y 1 P n p 1 i N I i I 1, 1 1, t _AE`?`RY 01 SEE ZEAR ELENiATIO►4 aF 60WI2I I A BIJT GDU14TER IL OW 6NEET A-11. ; ►; a `� T „per-MAMAllI U sl A C. rv� � " ' 'Yu" v a 4. K Iy� A V i;,p SAHARA-DA W/ SPICL RRONN GROUT rH ABRASIVE _ « �' i• X COV 8. SE.- NOTE.- USE ONLY . DOUBLE ' <Fs A SERICAN CILF A.N 'CANYON RED.6• X 6' K '/$ A3RASIVE W/ MATCHING 5' X 61 X '/2' COVE BASE( BLACK GROUT. A az6 , 4eNiiITYF.,-� 1� "a. 10 RED' 6' X 6' X '1/ W/ MATCHNG 5' X 6' X 1/2' COVE BASE( BLACK GROUT. Fi't pL, Y14, ,B' X 8• X '112', 62 FIRE FLASH, W/ WATCHING S' X 6' X '/, COVE BASEt _..«....m.-w.n.......... w....._ees.+............«,...-.... ..._........,-...... ._.„,.�,...,,,......ry p WALL 0 17 ...., .....« ,. n...e-. C K6rR4 ��P A 4 ,p. T E�'IC AR A RIY - HA AR A CR4U f S"RYS ALLINE COBAL •34 -S AMERICAN OLEAN -4. TUSCANY •935 'ALMOND'. 4-'/i K 4-'/4' x' .r a 'FB-XIS T' Fv %7ROOM5 & KITCHEN AMERICAN OLEAN •81 'ALMOND', 1-1/4' X 1-'/4' WITH MATCHING GROUT. e�B-WG GYPSUM BO&RO II+AtNTING FIRST COATS MOORE'S QUICK DRY PRIME SEAL 620100. SECOND COATI TILE -LIKE CATAUZED o cc' ARCHIT UAL IN ENAMEL BASE LIGHT 037190 TINTED TO ANTIQUE IVORY •L-29. -07 CONCRETE GLASS F18ER REINFORCED BACKER BOARD (WONDER-BOARD)i BY MODULARS,INC. O w8_ wa MA ONRY BLOCK PAINTtN TtLE-LIKE CATALYZED ARCHITECTURAL COATING ENAMEL BASE LIGHT 037190 TINTED TO ANTIQUE C IVORY L-29. EPDXY FULL HEIGHT. FINISH TO BE SMOOTH & JOINTS TO BE FLUSH. CEILING HB-Cl SUSPENDED ACOUSTICAL TILE CEILING( ARMSTRIONG CORK COMPANY 'CORTEGA COLORTONE'. 24• X 24' K 7•' TEGULAR £+ 'PARCHMENT' COLORS WITH MATCHING LOW GLOSS GRID: FLAME SPREAD RATING 0-25. CLASS 25. '1 ALTERNATE: U.S. GYPSUM COMPANY 'AURATONE OMNV. 24• X 24' X '/; SHADOWLINE EDGE: 'PUMICE' COLOR: WITH MATCHING LOW GLOSS GRIOt. FLAME SPREAD RATING 0-25. CLASS 25. SEE NOTE # 12 BELOW HB-C2 �-�OUSTICAL TILE CEILING: ACOUSTIFLEX CORP. 'VINYL ROCK', TYPE F-123. WASHABLE NON -PERFORATED 240 X X 2% WHITE COLORt WHITE ENAMEL SUSPENSION GRID: FLAME SPREAD RATING 0-25. CLASS 25. HB-C3 IN IT T RA % GYPSUM BOARD OVER 1/T PLYWOOD ATTACHED TO 2' X 4' FRAMING. THIS AREA ONLY TO ~, RE ElY 6' ATT INSULATION ABOVE CEILING.` HB-C4' CEILINGt % GYPSUM BOARD OVER '/2• PLYWOOD ATTACHED TO 2' X 4• FRAMING. � T MISCELLANEOUS H8-M3 ALAQ CASE BA�Ei BENJAMIN MOORE LATEX EGGSHELL M-O-M •ET7. „ ATE ROOM FINISH SCHEDI?� L '� CLG �.• RM. Rt�r!M NAB, FLOOR BASE WALLS CEILING HGT� REMARKS ENTRYµ- v )ULE N8-F4 UA Y HB-F4 VINYL WALL H8-wl L HB-Cl 9'-O' wALLCovERl+.c, •r Ol TILE COY RN HB-WTILE DECOR SUPPL1E• 4M "QUA Y QUARRY HB-F2 CERAMIC HB-W4 COUSTiCAL H8-C2 7'-I0' € 02 DRIVE-THRU - HB-F2 �1TILE TILE TILE TILE WA LOBBYµ QUARRY HB-F4 QUARRY I H844 VINYL HB-W3 ACOUSTICAL HB-C1 .9'-O• WALLCOvCRI►s0 or a DECOR SUPPLIER x TILE TILE W000 HB-W9 1LE O.T. H8- 1 O.T. H841 VINYL WALL HB-WI COUSTICAL HB.C1 9'-0' swr DEAR SU►PLIERPET 04 DINING CARPET H8-F3 WOOD HB-MI COVERING HB-W2 TILE _ 05 PASSAGE QUARRY HB-F4 QUARRY H8-F4 VINYL WALL HB-WI H8-W2 ACOUSTICAL HB-CI 9'-0' wALLCOvERiNG BY DECOR SUPPLER TILE TILE COVERING TILE 06 MEN OUARRY H8-F4 QUARRY H1344 CERAMIC HB-WS GYPSUM H8-C4 HB-W6 8'-0' TILE TILE I BOARD 07 WOMEN QUARRY H8-F4 QUARRY HB-F4 CERAMIC HB-W5 GYPSUM HB-C4 HB-W6 8'-0- TILE ITILE TILE BOARD �_._.._. 08 SITE STORAGE CONC. __ GYPSUM BOARD HB-W6 GYPSUM BOARD H8-Cj HB-W 9.-0. 09 SERVICE QUARRY H842 QUARRY H842 CERAMIC HB-Wq ACOUSTICAL TILE HB-CI -9'-3, TILE TILE TI tQ KITCHEN QUARRY He- QUARRY HB-F2 TEE MIC He-w5 ACOUSTICAL HB-C2 8'-64 -----.- _ _._.-_ fl OFFICE QUARRY TILE H8-F2 QUARRY TILE HB-F2 GYPSUM BOARD HB-W6 ACOUSTICAL TILE HB-C2 9'=0' _._ __... I? STORAGE QUARRY H8-F2 QUARRY H8-F2 MSRY BLK HB-W8 ACOUSTICAL H8-C2 81-6' PAINT WALLS SEE NOTE 10 BELOW TILE TILE R GYP HB-w6 TILE 13, WALK-IN COOLER QUERRY HB-F2 TERRY H8-F2 ---BY MANUFACTURER--- SEE DETAILS SHT. A6 TIL 14 VESTIBULE QUARRY HB-FI QUARRY HB-F4 VINYL HB-wI COUSTICAL HB-CI 9'-0' TILE wALICOVER•+G By SE o£con SUPPLIER •f12 _ 0 TILE TILE COVERING HB-W2 ORRGYPLBD HB-w6 ACOUSTICAL NIa9 -p• TILE I PAINT WALLS SEE NOTE 10 BELOW 15 STORAGE On ARRY HB-F4 QUARRY 14044 NOTESt I. NOTATIONS ABOVE REFER TO RESPECTIVE NOTES IN ROOM FINISH NOTES. 2. WHERE GYPSUM BOARD IS SCHEDULED AT MASONRY BLOCK WALLS. USE Y4' WOOD FURRING STRIPS. 3. SEE ELEVATION SHEET D2 FOR VINYL WALL COVERING AND wOOD FINISHES. 4. WHERE CERAMIC TILE IS SCHEDULED, USE S/; GYP.BD. AS BACKING ON STUDWALLS. EXCEPT AS NOTED -SEE NOTES HB-WI & HB-W2 S. IN MENS TOILET 06 & WOMENS TOILET 07, INSTALL CERAMIC TILE OVER S/•• MOISTURE RESISTANT GYPSUM BOARD. 6. BEHIND 3 COMPARTMENT SINK. INSTALL CERAMIC TILE OVER 'WONDER BOARD H6-W7 '. 7. ALL STUD WALLS TO RECEIVE *WONDER BOARD HB-W7 ', FIRST 6' A.F.F.. S. ALL WALLS THAT RECEIVE WALLCOVERING TO BE PRIMED WITH OIL BASE PAINT, 9. DIFFUSERS TO MATCH CEJLJNG COLOR. O. WALL CONSTRUCTION MAY VARY - SEE SHTS. A3. A6, AND A7 FOR CONSTRUCTION AND CHOOSE APPROPRIATE FINISH FROM ABOVE FMBSH NOTES. 11. WOOD FURRING TO BE LOCATED AS REQUIRED TO ATTACH DECORATIVE WOOD TRIM.. t^. WXr, ^ TP7 N r3t_PS TO BE PROVIDED FOR CELNG TILE 14 ALL VESTBILE / ENTRIES. { h • al•INCANDESCENT!1•:• GUARD 11 ' i - • i 1llraii a n : =555: ii-• :� ♦ y. LjurrR }• / RECESSED •' ].: ra 1 / •+ a I:: aLL #AC*-10110 WOOD TRIM 'M MICH DECCIR TRIM. R ajERGEtCY LIGHT BATTERY PACK W/2 W;MW HEADS LIGHrOLIER 1 ~ F INCANDESCERr, SUSPENDED DECORATIVE =IURE W/3--COW. A-19 & S ��POINr TRACK LIGHT W/1-75W. R-30 WCCD TRIM M MTCH DECOR TRIM. BOT`rO14 OF FTXTM 5'-86 A.F. F. L-IGHTMIER #6344-MW W/6190-MW BASE e v+l s x v •• a.ra 1 • V � Z A H �r O .. a w� � a W w a z � O E-, U .jru U a Sheet title 1„ Y NINDOW- SECTION i :a= I 2' AC-7 F a 11 1',3asf u O 0 7 A DLN T,1 r \--CONC. SLAB a THRESHOLD x 1'-10'x 2'-6' --TABLE TOP ,--TABLE LEGS BELOW ROOM FINISH NOTES -DECOR SUPPLIER FLOORING HB-F3 CARPET; CALLAWAY 'COMMONWEALTH' DIAMOND DESIGN 0735 NAVY. WALL TREATMENT HB-WI VINYL WAL OVERING: (ABOVE WAINSCOT) B. F. GOODRICH 'DOTS' COLOR; CREAM, FLAME SPREAD NOT GREATER THAN W _N DI�� INGER WALLCOVERINGS 221 W. 5TH ST., CINCINNATI, OH 45202 (513) 621 -3081. ALTERNATE: YORK WALLCOVERINGS,'VICKI' •TR-1743. FLAME SPREAD NOT GREATER THAN TWENTY. HB-W2 VINYL WALL COVERING; (BELOW WAINSCOT) B. F. GOODRICH KOROSEAL, 'TWISTER' COLOR; RED RUST 097-429. FLAME SPREAD NOT GREATER THAN TWENTY. DIST: SINGER WALLCOVERINGS 221 W. 5TH ST., CINCINNATI, OH 45202 (513) 621-3081. ALTERNATE: VICRTEX,'ISIS' 41147, COLOR; ROBYN. FLAME SPREAD NOT GREATER THAN TWENTY. HB-W3 VINYL WALL COVERING: B. F. GOODRICH, 'WILDFLOWER' COLOR; BERRY, FLAME SPREAD NOT GREATER THAN TWENTY, . — DIST: SINGER WALLCOVERINGS 221 W. 5TH ST., CINCINNATI, OH 45202 (513) 621 -3081. ALTERNATE: IMPERIAL WALLCOVERINGS, 'TULIPS' 0218-3234. FLAME SPREAD NOT GREATER THAN TWFNTY, d HB-W9 WOOD WAINSCOT & FRONT COUNTER: MARLITE BEADED GROOVE PLANK a wC-G50 6G HERITAGE BLUE, COMMERCIAL DIVISION U10343-GIe21 HB-WIO SHINGLED WALL COVERING: SHAKERTOWN CEDAR SHINGJES (ROUND & ARROW CUTS) FIN ISH TO BE THREE COATS 0 HAND -RUBBED CLEAR SATIN POLYURETHANE. C HB-WII PROFILEWOOD; MASONITE - 'CALIFORNIA REDWOOD' TO BE PAINTED NO. PV-56 ALKYD DULEMEL (BENJAMIN MOORE). PLASTIC LAMINATE HB-LI PLASTIC LAMINATE: COUNTERTOP , BACK OF COUNTER, DRIVE-THRU COUNTER (TOP & BASE), NEVAMAR, 'GRAPHITE BLUE' •S-3-23 T (TEXTURED). HB-L2 PLASTIC LAMINATE: TABLE TOPS NEVAMAR •KT-2-2T (TEXTURED) 'ALMOND KONTRAC'. _ H6-L3 PLASTIC LAMINATE: POST BASES NEVAMAR •W-8-164T (TEXTURED) 'RUSTIC QUARTERED OAK'.: ., MISCELLANEOUS exJ HB-MI WOOD TRIM: RED OAK (AWICUSTOM GRADE) ONE COAT SEALER, TWO COATS POLYDIENE.: HB-M2 WOVEN WOOD SHADES: DELMAR WOVEN WOOD SHADES, PATTERN KFC 'HERITAGE' •DMB 3194-1. FURN. & INST. BY DECOR SUPPLIER Y � o-P d SEATING SCHEDULE YM, OTY. DESCRIPTION w; 0 6 FALCON *KC 230 OR DURABILITY, WOOD BEVEL EDGE (NATURAL OAK TABLE TOP W/ ADJUSTABLE CANTILEVER FRAME 24' X 42' X 1 -1/4' 'y LAMINATE! NEVAMAR, ALMOND KONTRAC, KT-2-2T -- Q 15 FALCON •KC 230 W/ TABLE BASE 'B' OR DURABILITY, WOOD BEVEL EDGE ,NATURAL OAK FINISH( ty?'"� W/ TABLE BASE 'C' 22' X 30' X 1-1/4 0 LAWNATE! NEVAMAR, ALMOND KONTRAC, KT-2-2T '�'(�"�1` 4� 3 FALCON •KC 230 W/ TABLE BASE'A' OR DURABILITY, WOOD BEVEL EDGE (NATURAL OAK FINISH) W/ TABLE BASE V. 42' DIAMETER X 1 -1/4' LAMINATES NEVAMAR, ALMOND KONTRAC,KT-2-2T 4 FALCON, 42' SINGLE (END) BOOTH, KF 0512, OR DURABILITY 'OURAW000 BOOTH' RED OAK W/ POLYURETHANE FINISH 2 FINISHED TONGUE AND GROOVE BEADED PORCH BACK, UPHOLSTERY: 2' SEAT BACK WITH REVERSED SEAM, - NAUGAHYDE, PRI 31, NAVY 'PRINCESSA' 5 3 FALCON, 42' DOUBLE (CENTER) BOOTH, KF 0522, OR DURABILITY 'DURAWOOD BOOTH' RED OAK W/ POLYURETHANE FINISH FINISHED TONGUE AND GROOVE BEADED PORCH BACK, UPHOLSTERY: 2' SEAT BACK WITH REVERSED SEAM, - NAUGAHYDE, PRI 31, NAVY 'PRINCESSA' © 2 FALCON, 434 SINGLE LEND) BOOTH, 6050'12 OSLO OR DURABILITY 'DURAPAD BOOTH' UPHOLSTERY: NAUGAHYDE EX-66 PERSIMMON; SEAT BACK PAD CHANNEL TUFTED:SEAT PAO Wi UPHOLSTERED CRUMB STRF, BASE: FORMICA 0947 ANGOLA BROWN. 0 FALCON 43' DOUBLE (CENTER) BOOTH, 8050122 OSLO OR DURABILITY 'OURAPAD BOOTH' UPHOLSTERY:NAUGAHYOE EX-66'PERSIMMON; SEAT BACK PAD CHANNEL TUfTED;SCAT PAD W/ UPHOLSTERED CRUMB S' I BASE( FORMICA 0947 ANGOLA BROWN, Q 20 FALCON 08146, OR DURABILITY •DI 384, BENTWOOD (BEECHWOOD, NATURAL WOOD FINISH) UPHOLSTERY: SEAT CUSHION-NAUGAHYDE PRI-31,NAVY W/ WELT CORD-EX-66 (D PERSIMMON g FALCON OR DURABILITY •6310, OLD ENGLISH OAK CHAIR. I1 3 1 FALCON OR DURABILITY. SINGLE RECEP. TRASH UNIT, 20'x4O'x424H. LAMINATE NEVERMAR, RUSTIC QUARTERED OAK W-8-164T—TEXTURED, TOP: NEVERMAR, GRAPHITE BLUE. BASE 5 FALCON, 4' DIAMETER COLUMN, 15' CAST IRON BASE SPIDER W/ SELF•ADJUSTING 'A' PLASTIC GLIDES 0204-30 FINISH: BROWN PORCELAIN BASE 13 FALCON, 3' DIAMETER COLUMN, 12' CAST IRON BASE SPIDER W/ SELF-ADJUSTING .84 PLASTIC GLIDES 0203-22 FINISH: BROWN PORCELAIN ASE I} LIKABILITY PEDESTAL 012015-3, 3' STEEL TUBING, POWDER COATED TEXTURE BROWN Oct W/ SELF ADJUSTING PLASTIC GLIDES. BASE 2 DURABILITY PEDESTAL D12025-4. 4• STEEL TUBING, POWDER COATED TEXTURE BROWN W/ SELF ADJUSTING PLASTIC GLIDES. ACCESSORIES SCHEDULEI SYM. OTY. DESCRIPTION _ AC-1 5 HERITAGE BRASS HANGING PLANTER (WITH OR WITHOUT SILK PLANT) AC-2 I COLONEL'S PHOTO - OAK FRAME AC-3 1 ROCKING HORSE AC-4 I THE QUILTING PARTY AC-5 I SCHOOL YARD AC-6 PLANTER BOX AC-7 I PORTRAIT - LITTLE GIRL AC-6 I BRASS FLOOR PLANTER (WITH OR WITHOUT ARTIFICIAL 5'-6' FICUS BUSH) - A a 0 a C/� Gir H W ZAet x W � � a W � z a � h W Mal a sheet title Project no. date ' z - ' s drawn by checked by sheet number 1 of 5 ... •i2 f r. „ ... Y .. � ex':.- ................ r.. _.... , d. r ., .v x . r , , :.. I. .. .. 11 ,. .. b. .. s �t .....xsn. y: n �. IN ,.. 'k" "Ir. �z ,gyp ;., .. .. .. .:_... .. .. .. .M.Y ro. - .,. e ._ -,. < .. ..✓ ..... r.. ... ...1. .. -.r, .... . ... ,. .rM.# _. . .-,. .. ,. r...,.... eke. xRW. s .ffi* d„ vf:,L '1+L4:"lA.rou.,2§H .X +Xdr 9 A' ,,.A ":s, a , 1 v .... .. w n - . .E�'i' .' •..Uv. .r ... C ... - ... F Y r � [ ,. r. e t. U - .,,.i. ..,am � . ,. w. .. ,. k v -d x/ .,. t a _ . r .. s i . r. . � a ... ,. ..., ii.*3#'tiu�. Ex:'.4 �kry ......tw,.:...n..._.,I..�.,..,eN.xf.a�u�Ilai�r:ui.,nPF «F.wx uS._,....,... _<.�.xi.l.,._3w,-..u,:nYr..,zS'......:vLkG.....rc..._.r.?<.r.."n¢c...`k:�4a_.z._5...rv,,. .... +u,.�e. .n.. spa _s. .vv'.r.4uT,.w.,....,. e1Lh']..L3 ro2uss�:Reefr.,1,3+i:veuMvti rv4'.�w d3edl w.ssaY4,X e:1.rcaaLo '. Yt. e f - T"1x.. - f..3 AC- 2 1 ENTRY ELEVATION 9 1 1 1 1 1 h. PASSAGE ELEVATION I' I I I I I' 0' 2' q, W , I: a' H � � �4 JaT "40W YAK wt • F4 { 4 SA � ENTRY ELEVATION I 0' I I 2' -I I 4' I i 6' I 8' DOOR TRIM DETAIL I I I I I I I I I I I I I 0' D2 1,43 NOTE: HB-FI INDICATES ROOM FINISH. SEE ROOM FINISH NOTES SHEET Al2 6 DI `t�Agt, 8G b49dT Y*'vir}Y 3�UC�WN} . `'��d° tllQq t�'iW i."�.1S A'J it'3N". �—f•7G.t L.[FiF-A17 .� tsn�sa Id Yt�Y � y ¢�.� i?.[T- � � � G��e• —i °fir: I s kd n¢ `�, EMI 'MAr-^^i6M1 �'--. `F4 45-► -1 s. w • , I M RI#:sm imt..�.�..... •:: s • 0 m t "t t �9 v.ic c Y, iKir� ' ��-K I w1�j-HI2 •rt �J2 -F4 h1�1— DINING/ F' aS €w ELEVATION /- "� `n.' v s:" _. w ,X 3 �r�Ml _ �C.E CDtl+�t£12 3 I d -` _ py r4 LOBBY ELEVATION eaIN I I I I D2 r JcJr �rlb►JJ <.— -- I _ T---T---I �>— p I C. 2' 4' 6 6 U d A O (3r W a W VJ W W h�l � z ,� z . o � � U d U U � a meet title project no date Jz - drawn by checked by t number �-2 a 2Cf 5 3 L 0 LAD CASE/COUNTER DETAIL 12 "TIC MIN W= MIN OAK MIN DOCA STOP KIM I TE PANEL OUAAFIT TILE I I I1 OrE11 IlE10Y "TE t� =W►a l :•-d• VA x ION COUNTER GATE DETAIL PLAN a Fluf 00D Ire �IJWZI G, w/ 0•• l Fa TM Gt,- F012 Caon2 " St a►1t_dcnC s ' Ci 1' t_IE:�/CiL lypv_- �1'� 1 NOM. 2 X 6 2'-0' OC TO TRUSS ABOVE n 8 m aI° a SUSP. CLG. PLYWOOD W/ EDGING 6 Y4' MOLDING (PAINT MOULDING PV-56 ALKYD DULAMEL BENJAMIN MOORE) Y4' MOULDING AT POST (OAK) 6 %2' so. OAK POST 4 03 11/z' X it/2'J OAK no;;; ANIL ,x UPPER POST a I I i i I 1 I i I{ I i I D3 p- 2' �- a.'Mp'44 03 - — - — - -- — . — . — - — . — . — . _ — - — — . — . — . — ' — . — . . — . _ I � Pli X30 W MIN •� m I I n� }—--HB-L3 (TYP. ALL COLUMN BASES) LOWER POST COUNTER GATE JAMB . 14 D-3 POST DETAIL N.T.S. D-3 I I I I { PLA.NT'LR SECTION ( { { 1 I { I I ( { { { I 2' 3' I ID fTVDiPAI 1 DOWEL TOP 6 BOTTOM (TYP.) -- POST & RAILING Il L4 31/i' 0' 1' 2' 3' 'Y"S rowETag1£yy+9. t� ,. 'aY „'k.""'ti.n .,;�4rc?'y",.'..M'� *s 1k 1•{ t xtr #F: 2'-6' #AO,. n o n A v 7A 0 1/4' DIA. CUTOUT (TYP.) -j PAINT NO. MC-35 ALKYD DULAMEL (BENJAMIN MOORE) 1/2• BIRCH PLYWOOD PAINT NO. PV-56 ALKYD DULAMEL (BENJAMIN MOORE) ELEYI!ATIO WALL AT OPENING 0' 1201 FRONT EDGE OF HOOD ABOVE 0'- as WALL AT OPENING 2 o Naft RM (2) 3/i' DIA. ALL AT 4'-0' O.C. �i' GYP. 8D. OVER DRILL 1/' 0 HOLES IN 2 X 4'S - /� PLYWOOD PLASTIC LAM. OVER �.�� 1/4 ROUND (R=j'') PLYWOOD. - Y4' x 6' WD. TRIM HB-MI 11 I I/2' x 11/2' WO. TRIM HS-MI 1/2 WD. SPINDLE VINYL WALL COVER r- WASHER 6 NUT AT GYP. BD. HB-W3 (PEEN THREADS) INTERIOR SURROUNDINGS TO BE - - - - - PAINTED MATTE I O Occ i WHITE i OAK TRIM �• ( 1 %2' x I %2' WD. TRIM HB-MI 0'-C HOOD SECTION r% v . D3 I�II�I111—� 0- Vj z A O � W W W a a • O dl U V � a Q � sheet tl DE HALF SIZE FRONT COUNTER - 4 CONTINUOUS HINGES 8) 4 EA. PULLS AMEROCK 743- 4 EA. CATCHES MAGNETICr TRASH UNITS„. 2 PR. PIVOTS SELBY IG00 2 EA. 'HINGES STANLEY CON � r.• n.Tnuce �A�illGT1/` CONDIMENT COUNTER EQUIPMENT SUPPLIED AND INSTALLED BY DECOR SUPPLIER OSTAINLESS STEEL TRASH RECEPTACLL INSLHT, 4' DIA. X 4' DEEP. AVAILABLE FROM KFC MANUFACTUHWG (615) 244-0140. O2 TEA/COFFEE DRIP TRAY, 3'/2' X 5' 2'. AVAILABLE FROM ALCO. CERAMIC CONDIMENT LABELS, I' X 4'. A I TACH TO OAK PANEL WITH BRASS SCREWS. AVAILABLE FROM LOUISVILLE STONEWARE (502) 582-1900 ETCHED WINDOW 1/4' SAFETY ©LASS 2' 1 � NOTEt PAINT FRAME, MUNTINS, BARS AND STAGS NO. HC-35 ALKYD OULAMEL (BENJAMIN MOORE) t WINDOW DETAIL �r12 SCALE: HALF FULL SIZE D4 t -NATURAL RED 1/4' l OAKPANELS I (TYP,) 1-16-u' PLYWOOD UTENSIL RACK SECTION 0' 1' 2' MININININ 0' P 2' 2'-61/.' REMOVABLE--Y ,,,pZK ' NATURAL RED OAK PANELS_ (TYP.) H8-MI,w , n UTENSIL RACK PLAN O' 2' Ln N r q D4 Y4 PLYWOOD v N 0 .•wxr r.Cl"°v m.. L�t��t �v,� ,,s ow 11 GoUNTER t!� NTrJJSIL- a.c.�I - L L.cXAttr•lfn porJGl. 21 ?5✓�SE �� It NoT�: P>4f�G rto t'>G �saitT'pGn 'SCPGPJ� L.le=a/GL, I�-i Ff! L.(� C.S P.tEZL11R�r) EXPLODED ISOMETRIC IIIIIILIIIIII 0' 1' 2' 3' 4' /-, Zx 4' rSQAGII.I01 40D-5UA,-Fr..*JTXJ7 GJ-vJLAOC-v F7( Ci.C- CAI A:r-Ir1G1 �t-ttOCt�st.�+T- AYMP L,IGI►.!T �9 •t T M DI fill, I n 0 1=1 Ul L. ICI&GIL 11 F=-7 0 © - c 0 411 5'/�• Xcc CUTOUT i �,� I,-6Y*4 COUNTER CUTOUT FOR NAPKIN DISPENSER ITYPA 0 �y _6;w3 BRASS TRAY GL'OING STRIPS PLAN � " � S'- f•LDNG n I'_�I�I111I k Vyy((V''F�n,4. „r+at'a yM 4 4' 0 �` 1'rv` `A� ii'w"3..° •.'�F.. ..�,s �+*.% `a�%°.Ssay..s,. sk'Ji.`.�'tk"d4n's ."n„?"�''f'a�?. n 6i5x"re'Ww. sa { �{ sj+ ,t F� � RED r J! NATURAL OAK WOOD TRIM STOPS-' TRIM (TYP.) FIE-M' / '/4' A.F.F. z �r 10'/2' X 14• LAMINATED L PB-MI WOOD SHELF MOUNTED 10' ' w NATURAL. RED OAK OFF BOTTOM RASED PANEL DOORS a FRONT ELEVATION 3 C!� � TRANSLU( GLA 'ENT [ING 24 4S'FLUORESCENT STRIP LIGHT D4 w W z a z . o <C U V � a ' FLUORESCENT /� �•1 STRIP LIGHT sheet title project no date drawn by - --- checked by sheet number I AT 17• U_ LL Q �D r N ESK TOP SECTION I I! I I I I I I I 0' 2' J' PLAST. LAM. HB-LI OAK TRIM HB-M1 Y4' PLYWOOD — OEM DESK TOP (2 REOUI PLASTIC LAMINATE VIER Y4' PLYWOOD 'OP 6 3 EDGES) IMIT 2X 0 11/2' BACKSPLASH TACK OF FILE ABINET BLOCK AS REQUIRED ILE CABINET Y Vi'a. 11/4' N LA G� O MARLITE PANELS HB-W9 % OAK TRIM HB-MI Ln QUARRY TILE H644 FIN. FLOOR 'n wOUNTER DETAIL 112 5' HIGH CONC. CURB SECTION AT DRIVE-THRU I I I I i I I I I I I 0' r 2' 3' 4' CASH REGISTER k SHELVING UNIT BEYOND — ENDS OF COUNTER ON EITHER SIDE TO BE FINISHED SIMILAR TO COUNTER FRONT. REFRIGERATED DISPLAY UNIT PROVIDE WO. STOP AND ATTACH i CASH DRAWER TO LATCHED - J REMOVABLE SHELF DOTTED LINES INDICATE - - - COUNTER BEYOND %+ CASH RECISTER CABLE EQUIPMENT IS SUPPLIED W/ If I 4' HOLE THRU BASE OF REFRIG. mI DISP4 AY UNIT FOR ROUTING OF CASH REGISTER CABLE - PROVIDE HOLE THRU ADJACENT CABINET 51/4.I 2'41a' II/4•_ SEAL JOINT OF REFRIG, DISPLAY �+ UNIT l,ND FLOOR W1 7,_ BUTYL CAULK--------,--/ m VERIFY SIZE OF REFRIG. DISPLAY PRIOR TO INSTAL. OF CURB O.T. BASE ON CONCRETE BLOCK BEYOND SECTION AT REFRIG. DISPLAY %: S PE AT END OF —_ I ,,PPER COUNTER all 73 INSTALL 6 SECURE \ I° 2•_2)4. SAFE TO FLOOR PER 1 II MFG. NSTRUCTIONS .I ' l� u : Ill ,F CABINET BEYOND I , r I � . N _AF E 1' 4' 4' fT_=N QUARRY TILE BASE �, AT ` I OF OPENING FOR SAFE - _ 4 SECTION AT SAFE f I I I I I I I z• 4. SHELF SECTION N iv 41 V4' PLYWOOD PLASTIC LAMINATE IX4 BLOCKING TAPERED 2X4 EACH END & CENTER SPAN 2X4 CONTINUOUS ANCHOR TO WALL AS REO'D z t y D' 2' 01 11 2 3 4 A as a #u 5w I 1" .k (" ' S] v oN FXS'+ri S� a :. 2 1� I ": t,�I� h :�,� NOTE, CUT BACK LAMINATED INfILL 0 END OF SHELF AT IGE BIN ��. I/=, 11_10- 11/l' CUP DISPENSER SHELF FLANGE AS wOF BINCLEAR—, WALL LINE - NOTE:SEE SECTION` 6/05 FOR TYPICAL SODA SYSTEM ICE BIN — "' I , NOTES AND - N °1 _ DIMENSIONS Y a 2, ' - DEEP HAND SINK VERIFY o ' 2'- 2 Y4' 6' PVC CONDUIT FOR --NOTCH SHELF AS REO'D I 2x8 NAILER � d SODA SYSTEM TUBES Ill( I 2x4 NAILER > FOR SODA DRAIN 4 CARSONATOR LONG SWEEP ELLS (L I �- 5' HIGH CONC. - 1 ' rI J CURB ITYP.) - OUARRY TILE FLR.— \ h AND BASE I'll `FRONT PANEL TO HAVE — I L_�_ __1, I CON71N000S HINGE AND TWO MAGNETIC CATCHES SECTION AT SODA SYS. 6 FRONT COUNTER SECTION I I I I I r ( I D5 01 11 2 3' 4' O' P 2' 3' 4 jACK � y �, . 3 1 I III._....,1.r-.'T•.. lit ,SAi °5�"�>'St "#�� i . L £ 5 dy• '.. +�a. �".L Mi'M'rc ".r3�.ry fx. .. E. �-S s3` a.B d't n,-.x %{ °"S'.',� 4' __ __ .__. ' J .. ;N . , . Y:. a ¢'"1T rb1.i�9.— ✓� �' Gur'll' i ;., tot1�4vi DESK wNDIMENT TRAY Iv 4N -EH LOIN CHANGER 1 I .Y '�4' 1MICWi_ I 1 �E ' ERMN a E -j6cT To — J ry APF __ a �l 1 r -- i1A I :ASH DRAWER a - nt MOUNTED ON T s - - - _ ; - - _ - - _ -- FJcED SHELF ACCESS DOOR -INSTALL. fiACIC�I> �NGES AND (2) I. k t i lg i u ' , ., _#_ , _i1: "� ..•: � ' „ -� �--�-•�i , ;� - � MAGNETIC CATCHES fYov �bl Gs �oR If Crao� ' G �J rvK 1 - rvro . GAL FOR i - - AOJ. SHELF 4_1(yam ! li 'I l_4 4M f I _.. w Y, — 16 FOOT RCOM SW /./TT - �� -�► - - - - �- I 'll PJTf., I FOOT SWITCH .. _ / !—J L 4 \ 'y4 4 3/q QT b'/ /4' ( 4 E¢..L}�DJVIAI•li.J REi:BP'C.�J kAmlWLLol ---' 1 d-4'Rr—J .�+PVC 4' n 4 , -.APB. =cYCyzfi'1c7 ,,ttlPl:.gY 'll "'I �4 611.1.Ti7 F �. 1�Ijyi7''AIFI i`�E'E QJRB I � 1 - I'-B cm6wrF k;''}�T I�1 L. i r�1; .', I mo• OK la muTe Al.l Lo4ar` DS I , JOT D�IAY ri9A045T �l PX � �2 4'-6 rRONT COUNTER - SER1�'iCE S?D� n `HII Al •22`�'I FIB �� - DRIVE-THRii COON IER ELI-.. COUNTER MLLWORK NOTES 1. ALL COUNTERS AND CABINETS TO BE CONSTRUCTED OF 3/4" PLYWOOD WITH WATERPROOF GLUE UNLESS OTHERWISE NOTED. 2. COUNTERTOPS, EDGES OF SHELVES AND VERTICAL PARTITIONS AND DOOR FRONTS TO BE COVERED W/PLASTIC LAMINATE -SEE SHT. DI FOR COLOR. 3. INTERIOR SURFACES OF COUNTER SHELVES AND PARTITIONS TO BE COVERED W/"BEIGE" BACKER SHEET PLASTIC LAMINATE. 4. HARDWARE: HINGES-AMEROCK N5988-US26. PULLS -COLONIAL #752-US26D. CATCHES-AMEROCK #9793, SHELF STANDARDS-KNAP£- VOGT B255AL W/ #256 CLIPS. 5. WOOD TRIM -STAINED SEE SHTS. Al2 AND D2 FOR FRONT COUNTER DETAILS AND FINISHES. i r� I• �jlriti•iI9 R70R t LAl DQAl AT -Al TO - - ♦ 7 IA� KfYl�kht3L8I 13F(pYl J AA A °X�IL"M OJT-o )r 11-104 �a 4°PIA. kZ i�I 1CD LLzR �--- T�It FM k1*7' Cll Wkl ATTACfiED T ATc Iorcrov�P�le KEFFY9eRA7EO I PIA'( CT lhJrC O � I MAl awn � F Uwe BUlkfiel•D AID v.,. r n,c / g G� y(oAt?M C.IJT-OIJf � �. I _ / � � � � .q '•� ar[X-c knCWr& IZ'AFF CQ7RPAH.QfPf II LCCATIOl1 OF 130cx TAPAZ M.114IM'Tor Ari XM F* c EoAh A O*eARATt- PIECe To FACILUTAlt- � "`, ►J�At1Al�1 � I ® �� I� CASH REGISTER POST MIX ACCESS DOOR -INSTALL HINGES AND (2) MAGNETIC CATCHESf ICE BIN 1'-3' X 10' LOUVER 4' HUB DRAIN CARBONATOR 6' P.V.C. h 1 �I1-7-1 1 COUN WALL LINE ■■■■■■ / COPME .■■►tii■■� DUPLEX FRONT4 8■■1 ';■■j' RECEPTACLE WATER MTER ER QUARRY TILE -BASE 3/8' C.W. STUB -UP -- IN -ADJ. SHELF • ��e�IlllllsweWs�lsii 2 -4L q•-0, 13'- 4' REFER TO SHEET E2 FOR ELECTRICAL NOTES DRIVE-THRU C OI JNTFR ,• 4, S„ �• �� Iiarl�lllK n _ Igor 4j1 �aclAgti U z A H 0 4n C!] a Gz4 W za W � o W U z a z H 0 ERAMIC TILE V w DUPLEX RECEPT. FOR WINDOW ,q W INTERCOM I"'I Q' U RECEPT. FOR CASH REGISTER JUNCTION BOX FOR PEDESTAL TYPE SPEAKER WIRING TO [..I MEN AR U BO 0 � 1 -ICE BIN = DUPLEX RECEPTACLE _ -J-BOX FOR VEHICLE DETECTOR sheet title 1' 3' X 10' LOUVER r. CARBONATOR - 6' P.V.C. 4' PVC D - project no. f date / Z - drawn by checked by sheet number .rl n f .r1 ODE HEATED 0TY I DESCRIPTION � MFG. AND MODEL NO. AMPS ;A 1 .SODA SYSTEM DOLE CONCORD 900-5 9.8 18 2 (SODA STSTEM (FRONT COUNTER) DOLE SELMIX C I SODA SYSTEM (CONDMENT COUWER) OUP DISPENSER DOLE 280-5 FfV AMF WYOTT 9.6 2 1 CASH REGISTER OAASTER) 'CRS CASH REGISTER (SLAVE) REFR)GERATED DISPLAY UFAT DOCUMENTOR 3225 I CRS DOCUMENTOR 3322 SCHWDT RR-LI 16.8 3 4 1 4 1 5 6 3 14ATED DRAWERS ITOASTMASTER 3B80A 18.5 7 i SAFE CNCY SAFE CO.42820 8 1 10 I I I I 2 3 HANDS" DRIVE THRU WINDOW DRIVE THRU SPEAKER SYSTEM CON CHANGER ICE CHEST (COMJIL"T COUNTER) !NAPKIN DISPENSER IUD HOLDERS W/STRAW I SEE SHEET P1 HORTON (CUSTOM) 13 M D-6 - TELEOUIP MODEL 916 1.5 DOLE (CUSTOM) CUSTOM MADE AMERICAN SIGN 1.1 EA. AMERICAN SIGN 2.5 CUSTOM S/S MODEL '60 BU HD 2 18.5 I I 12 13 14 15 16 17 3 AUX MENU BOARD -------------- I 1 MENU BOARD 1 2 60'PACX TABLE IHATCO 2 AT 3.3 EA. EAR MUFF W/BRACKET .8 3 19 I 3 1ACCESSORY EAR MUFF DELFIELD 20 2 DPPERWELL DwWELL CO. OP 10-2 21 1 3T ADD -ON LINT CUSTOM S/S MODEL 930HC 13.7 22 i Z HEATED DISPLAY LNAT 5'-0' TWO TIER HENNY PENNY HCW-5 23 2 140' ADD -ON UNIT USTOM S/S MODEL *40HHC 22.0 24 I 1 !0OFFEE BREWER CURT( GEMTB 120-A 15 25 1 1 WATER FLTER EVERPURE OC-71-M 26 3 (WALL SHELF l8'X 36' STACKMASTER (PLATED)A336 27 3 1 WALL SHELF 18'x48' STACKMASTER(PLATED) CASH REGISTER NOTES O4' EMPTY PVC CONDUIT WITH LONG RADIUS ELLS FOR INPUT/OUTPUT CABLE BY ELEC. CCNTR. O HUBBEELL •IG 2310 RECEPTACLE 'BY AM DOCUMENTOR (TW161 LOCK). 0 INPUT/OUTPUT CABLE BY AM DOCUMENTOR O1' EMPTY CONDUIT TO TELEPHONE OUTLET BY ELEC.CONTR.FOR DATA ACCESS ARRANGEMENTS BY AM DOCUMENTOR.44 O DATA ACCESS ARRANGEMENTS BY AM DOCUMENTOR. OGROUND MARE SHALL BE SINGLE INSULATED 012 SOLID WIRE ONLY,CONTIN000S AND UNBROKEN THROUGHOUT THE CIRCUIT.THIS WIRE TO BE STRIPPED AND LOOPED AROUND EACH RECEPT. TO THE LAST RECEPT. IN THE CIRCUIT. �ROUND WIRE & TWO 012 WIRES TO BE IN ,41 C.INCLUDE NO OTHER CIRCUITS IN THIS CONDUIT * OSPECIAL PHONE JACK FOR DAA RJ41-S(TEL PART 097A) RING EOUIVALENCY13A.SCC-NUMBER:AK496E- 62349-PC-E. A KW I VOLT PH C.....I I"N AS WATER I SEWER DIMENSIONS REMARKS FRN NST 1REC _ 1.1 120 1 ---- I C'JPLEX RECPT. %r' NTWt. WASTE 141/2•IN 21-D 31Y44H SEE SHT. AID FOR COUNTER CUTOUT AND LOCATION — SEE COUNTER PLAN FOR CUTOUT & LOCATION - ------ -- KFC GC/V 120 1 DUPLEX RECEPT. 1/2' NDIR. WASTE 23'W 210D 31 1/2'Fl KFC GC/V 120 1 ----- i DUPLEX RECPT. /r' INDIR. WASTE IIT/•'W 80D 151/j'H KFC GC/V --- ---- ---- (3) 6211256 i (6) •21[237 ISO. GRNO. ED. TO HUBBELL GIG-1310 SEE SHT. AID FOR LOC.-SE[DLT. THIS SHT. ISO. GRND. EO. TO HUBBELL 'IG-2310 SEE SHT. AIO FOR LOC.-SEE DE I. IRS 'AM].H1. SEE SHT. AID KFC KFC KFC GC GC/V 120 1 ----- SINGL TWIST LOK RECPT 13 1/t'W 22-1/4'0 I/ I/r'H GC/V 20 1 -- SINGL TWIST LOK RECPT -- 13-1/r'W 21-1/4'D 14 1/rH KFC GC VW 120 1 - - DUPLEX RECPT. --- 48'W 31-y4'O 44'H 1 120 1 UNCT. BOXY ---- 29�A'W 21YA'p 201/2'H KFC GC 120 1 - --- DUPLEX RECPT. - 20'W 16'D 28'H SEE SHT. AID KFC GC/v /Z' H&C DIR. WASTE SEE PLUMBING SHT. PI ROUGH OPG.281/4'W 49'H USE FACTORY GLAZING — SHT. AID FOR LOC. ALSO PROVIDE JUNCT. BOX W/ 3/4' C. TO OUTSIDE MENU BD. KFC — KFC GC -- GC/V GC CC/V 120 120 1 1 JUNCT BOX JUNCT.BOX DUPLEX RECPT. --- --- ---- ---- 3'-9 1/2'W 46D 3'-2'H ---- ------ I}SEE KFC KFC 120 il DJPLEX RECPT. I DUPLEX RECPT. I INDIR. WASTE I4'/2'w 71/2•D 131/2'H 16' POWER CORD MOUNTED INSIDE CONDIMENT COUNTER I ------ PLASTIC KFC KFC GC GC 120 I I JUNCT. BOX I 22-Y.'W 30-1/40H 120 1 JUNCT. BOX ----- 102-Y4'W 30-1/4'H SEE SHT. S3 FOR LOCATION. KFC GC 20 20 I JUNCT. BOA ----- DUPLEX RECPT. I 60-1/4'W 52-1/2'0 36-Y4'N 17'W IB'0 12'H - - GC TO PROVIDE ELEC. CONN. 84' A.F.F. SEE SHT. I/1:01 FOR LOC XFC GC KFC GC Kf C GC 0,4L,. F Z�'1TIOWTE� 5MP Panel PA 12AMAJW L.L46ONLf \ < WIi[E hIZE L4AP 5EKVED vOL.T-A..tPEkF�i � U i <°r.1 '� 91ZE c�E4,4ED A [7 G 1 20 1 il2 WTE�EFAERla�E�1T LGHTS 600 1100 1100 0�> IITI° IT52 0 4� 900 Soo 1188 2 20 1 #12 JI[7Eo T2AW►ILr QUIT (� 3 TEA/GOFFE� URW 10 4 I ' LaROu�D OU51C (6Z 5 aoDASY6Ei TA 1G 7EGURITY SYSTEM l rE:A/COFFEE URIJ $ GLEAUIWG 2EGEPFALCES 9 GA,., H REGa19TER5 3 4 10 { EANI114 zGGFPTvLLES 11 35 ? zo 1� I17lo I ZEFRlG. PL.A•( Cw7e 5 12 7AFE 7 13 ciODA'�TEM 1D 14 SODA S (STEM "A 15 j SODA 5 fST E it 1 B 16 72 TcTHIZ LJ(a FJC .v 0 50 11 IT ( I "EA-TT&P EAR MUFFS $ COFFEE BREWER 19 30 i10 40'AOD-OQ UWIT 123 2a HEATED D2AWEiL 21 30 }10 ;O'ADD-oW UNIT (23 22 -EATER P AI..EiC o 23 �j •12 30" ADD -OW uf11T 21 4 HEATED G4ZAW EJC ! 010 172 �'Z 25 2 2009- FICEeL61Z 41 2lc 30 FIo WAfZMI/iGl C>611 E'T :d Z1 0r)(ER-i-TIMEIC 4l 46 28 30 M tl0 wAIUnIUG �AD1�+ET 2 29 1 r Fp�E7�K 37) ?^d 1 4YL WMP FILTEK ?ADLES i 31 6.0" GIOKE r- SHuIrT TKIP DEVIGB 33 GOOD GUTTER d!a 11� 32 2a I 7F12 MAIZAWATO1- 49 SHuWT-TWPDE�Icr 37 � 151_e ERP.^DER 5f 34 Zo I OVZ OZ TT 2 ccov_ FREEZER 41 SHu/IT 7R.P DEVICE _ 41 i f 1 GYiOfC FLFFFZIGEQATOR 43 3(o?m 1 4YL FIfZESUPPRE'1SwW y(STEM KFC GC GC >k SHUIJT-TRIP GIRLUIT 13RF1 V_ 14,9B417/i27 15,491 VOLT-AI••IP5/PHASE �8,104 TOTAL VOLT AMPIS EQUIPMENT NOTES EQUIPMENT NOTE REfCRENCE Hl1Af8ER KfC KFC KFC KFC 120 1 JUNCT. BOX - --- ---- 30•V 52-1/200 3049E (IJB 18' A.F.F. _ _----_" - — t JB. 18'AFF. ------ 4.5 208 3 JUNCT. BOX NOTE 7 Y4'I.D.INDIRECT 60-W 29-Y4'D 32-Y4N G.C. GC 120 1 JUNCT.BOX 40'W 52 1/28D 36 3/4'H 1.675 115 1 DUPLEX RECPT. I •- 3/8' ---- GIN 16-1/2' 26-1/2' 5'DWx16' KFC GC SLAVE SLAVE SLAVE MASTER O 1 O O 1 a SALAD DISPLAY 4 -LEFRONT COUNTER C RICAL CONTRACTOR E O TO PULL ALL INPUT/OUTPUT TO PANELBOARD PA CABLES THROUGH COUNTER & PVC CONDUIT 1/2' DIA. COPPER ROD 8'-0' LONG 4' AFF BY ELEC. CONTRACTOR CASH REGISTER I N S7-A-L-E-A7 RON= AIL PA 19 �1"G PA ��• — ZI. ?A aF107W ® - J - 23 4 _ —I *B4' Q I PA zo N`* � �P n 1B 1 2 —r3 4i5 4 I \ J PA 23 221 21 4 GIs .a el N.T.S. NOTTS OSECURITYa ALAR4 HCRNABOVE CEILING. la • • CJNENIENCE ' a•I?• ' M • a• •ti••• .MR CASH RDSJSTERS. MDUN7 BELOW • .• aI• SEE ARlailTECTURAL PLANS FOR EXACT ICCATICIN. MaM RECEPTACLE BELOW CDLZ=. SEE PLANS FIOR yh OC=CN- 71A CATICIN SEE AR(]HI-_1D=7RAL PLkNS POR EXACT LD 7uN SEE SHEETS E-2 & EO-3 FOR ADDITIONAL ELECTRICAL WORK U U '- U- I w•-3/4G. O L.IEtiI. '�AiZC��EAKFR 7YSiE�1 j REFER TO SHEET E2 FOR ELEVATION OF BOX LOC�.TIONS & WIRING ON D/THRU WINDOW WALL PARTIAL ELECTRICAL PLAN AT FRONT COUNTER 1 1 1 1 1 I 1 1 I 1 1 1 01 4- 8' 12 SLAVE n C 0 m y �c - KFC GC ALL I KFC: KENTUCKY FRIED CHICKEN - -' KFC GC ALL 2 GC: GENERAL CONTRACTOR J rLEx otlit,� Fort _ DRIVE-THRU ����' f-�o�-A'L)s=�-•� COUNTER- 27 27 26 III A.o.F ........ 16 15 18 22 �18 �15 22 19 23 17 19 I 21 17 711 r KITCHEN ELEVATION I I I I I I I I O' 2' 4' 6' R• 11' f"r-M III, /I^(- T•-1 r\/ A TInAI 1 1 1 1 1 0' z' 4' i' W' 0 e r ttIL_Kdsc_ ,v I Gt=�¢.A►.ilc t'1 L.YL it 23 MENU BOARD CERAMIC 71LE ALL 3 ALL 4 ALL 5 I 6 21 T 4 8 GC/V: GENERAL CONTRACTOR PROVIDES UTILI TIES, CONDUIT, AND CUTOUTS AS NECESSARY FOR VENDOR INSTALLATION OF EQUIPMENT. ALL EQUIPMENT NOTED AS 'FURNISHED BY KFU SHALL BE PURCHASED AND SHIPPED BY KFC. .ALL EQUIPMENT NOTED AS'INSIALLED BY GC' SHALL HAVE ALL UTLITES,CONNECT!ON,, LEVELING ADJUSTMENTS, AND FINAL INSTALLATION EXECUTED BY GC, INCLUDKNG INITIAL START-UP. COORDINATE INITIAL START-UP W/ KFC CONST. SUPERV, PVC CONDUIT FOR SYRUP LINES 10 BE SEALED AT EACH END WITH CAPS 6 THEN RESEALED WITH DAP 'BUTYL-FLEX'WHIIE SEALANT OR EQUAL AFTER LVEARE IN PLACE. 1/2' COLD WATER Al FLOOR. '/; FI.ARED COPPER 10 UNIT W/ VAC. BREAKER. SLAVE CASH REGISTER ON SAME IJRCUIT AS MASIER. PARTIAL EQUIPMENT PLAN 0' 4' e' • U Q Z A �+ a 0 .. a � a W � � a w W U w a Ia � � U W Q' My U V a A � sheet title pr0)Prt n0. date '--- --__ drawn by checked by sheet number Q-I 1 of 3 -`"° .,..,.,a ti,wmrcwmr�sa^rnz.m.ro .ere.eua.^�xmr�mm ,i.• .awavmnnr ti.. -._ ,sh s>.. .. ITEM ESCRIPTION CFM SUPPLY AIR CFM RETURN AIR CFM OUTSIDE AIR CFM EXH. AIR CFM PRESS. DIFF. 1 AT 8 COOL UNIT 4000 3200 800 — 800 2 HAT 8 COOL UNIT 2000 1600 400 — 400 3 HEAT 8 COOL UNIT 4000 3200 800 — 800 4 HOOD SUPPLY — — 2500 — 2500 5 HOOD SUPPLY — — 2500 — 2500 6 HOOD EXHAUST FAN — — — 3350 —3350 7 HOOD EXHAUST FAN — - — 3350 —3350 8 EXH. FAN (20 HEAD COOKER) — .. — N 560 8 OILETROOM EXHAUST — — 220 —220 7 OTA 10,000 8000 7.200 6820 +80 ,V ILA ••1 v•V a• ILJU LI%JII vuQI U r— wjvLj s" !2o/208V 34,4W. 800 AMP, MAIW L'�45 OWLY 1OO,GY�d A�Aft` .I1t7E2RUPTIW(, 5 QFAGE Q011WTEp3lt 70% F�EUTICAL46RCUIJDE5� RATIWG UM) �r GKT. N° LOAp 5E2JED = f LcAP SIZE 5WITU-{ I.1Q AMP )k# KJA SIZE PnL65 FtYa x� 1 20 HEAD GObKEV, &TO 400 3 `�aGY . 3# $. f� �. , W.,' 2 PAWEL ''LA" 34.1 Zoo 1sc> _ 4 Rt/' .2"� ..;• 3 PAWEL "PA" 48.1 200 3 1C� syiFt , 4 PAWEL 'IPA" 81.5 4ce 3 300 36 3 M a i„"• . +IE EWGL05UZE SHALL NAVE A k A d#t:T)&,HT)GLAS5IFIGATI£7 '1!. ELECTRICAL LOADS LOAD TYPES KVA IQTEV-IOfZ L16gHT1kI6q 11.29 EXTEZCZ L044TIW6 11.95 MI -PC. EQUIPMEWT 879/0 Ai Z 640W PIT 0W 1 k4 57.56s LAftCaKT 3t LOAD 1oT0 GG>OKLiWE EQUIPI,dEW'j '8•G2", TOTAL 254:38 ci•■■■■••■■■■■r■rmammas gas TRANSPOSE TO 30'xlO' DUCT smousze: an a alumna • •�u■••■o■• u■auu■••■■■■■ ■■■■■■■■■•■■■■■•r■:oa■■•■• u• Samoa ■■■we_- ■ • • • • o8HOsso u■ a i■..esoonwages ur woodsmanauuu:■■�■ nu•iuuu•■uu•■■uou as asee n Ulls a 18 x18 MAKE—UP AIR DUCT DOWN son was lsTRANSPOSE TO 30'xl2' DOWN TO HOOD ••.�..... ••■men i•••■ AL�� • • �_ .._, see '•��I��lil��lii�� sl��lil��lili�I�I�ilil�liL • • k, A Lamm ®PROVIDE TURNING• AS . • 1 � EXR DUCT DOWN TRANSPOSE TO Wx 100 DOWN DUCTS16OX16* TO HOOD (TYPICAL) EXTM4ALLY INSULATE EXR ALE sheet mgnber Eta-3 3 3 JEW ­1 ­1 . I M N.:>T IL -rwc, �Z) FIZA.MES, 4 C C>VFJZ5 F:*OZ T DESCHIPI IU14 NEENAH 1461-A FRAME W/ TYPE IC2 COVER ll�SE PLUMBING LEGEND _19 SET AMERICAN STANDARD NO.2108.600 ELONGATED CADET TANK TYPE PAVEMENT mi% W_ CLOSET: CHURCH 5320.536 WHITE SEATiMCGUIRE 2159LK SUPPLY 46CLEANOUT FIT TING,2108.344 TANK COVER AND LOCKING DEVICEs FLOOR. 4' CLEANOUT K` Z� FLANGE AND WAX RING. EXTEND TO NOTEs EXTEND TO GRADE MANHOLE AND GRADE CLEANDLITS IN CKASE L 0Z*F.V­f1E' �­34'� W WASTE LINE 4�4­ ­0 U, AR LAVATORY REGALYN 4869-020. 20, X 18' ENAMELED CAST IRON WITH TRAP SHALL BE LOCAT , 1 1 ED ON SITE TO 1t, VARIES (MIN. 128)- L HANGER: BRADLEY 90-75 SELF CLOSING ADJUSTABLE 44, BRICK OR PRECAST CLEAR SIDEWALK 1", E"s,)QK VENT LINE AUCET WITH 0.5 G.P.M.FLO* RESTRICTOR: MCGUIRE Y VENT CONC.COLLAR X M 8088 P-TRAP- mccUIRE 155-A INTEGRAL GRID DRAIN: T" 2158LK g CGUIRE t SUPPLY FITTINGS: PPOVIDE I' THICK AEROTUBE NSULATIOII W. L WA LIN SET LAVATORY AT ON P-TRAP AND SUPPL;ES (PAINT INHIE). HANDICAP HEIGHT. 4- C. 1. ROUT H.W. HOT WATER LINE �V, G HAND SINK STEEL HAND SINK. GOOSE -NECK FAUCET 4**RiST 4' C. 1. STAINLESS GROUT 'E, T BLADE HANDLES 2' SPRAY. GRID 'STRAINER FURNISHED 4* C. I 0� T TEMPERED WATER LINE BY KFC,CONTRACTOR SHALL ROUGH FOR AND CONNEC7.CONTRACToR GROL; T I E x TENSION 4' C. 1. 5- X G GAS LINE SHALL FURNISH MCGUIRE U 8088 P-TRAP. (SEE SHT.EO-24 CID N NOTE: PLUMBING' CONTRA( TOP ...... rJ SHALL PROVIDE COMPLETE WATER 'LAVATORY ELKAY BCR-15, 20 GAUGE STAINLESS STEEL BAR SINK. 15o X 15" X 6$ J 3o VENT ------------ 0 UP LINE UP (END OF RUN) CHARGE OF' GREASE TRAP. DEEP. COUNTER TOP MOUNTED. LK-2489-8 GOOSENECK FAUCETS;FLAT DIA. Z STRAINER FOR 3/z* OUTLET. BRASS BODY 1'12@ TAILPIECE CHROME So TOP REINFORCED W SAND RODS ON 6' CENTERS. EA. WAY —D DN. LINE DOWN (END OF RUt FINISH. COPPER SUPPLIES WITH STOPS. McGUIRE 0088 P-TRAP SECTION PLAN FOR MOUNTING. CUSHION SEE DETAIL SHEET A7 0 LINE UP (IN PIPE RUN) 1�6 SUMP JANITOR SUMP PROVIDED BY G.C.SEE DETAIL ON SHEET A9. PROVIUE AMERICAN STANDARD 8344-111 FAUCET WITH HOSE ANO'BRACKET, LINE DOWN (IN PIPE RUN (40' ABOVE FINISHED FLOOR). ZURN 415-5Y FLOOR OF FLOOR DRAIN ZURN Z-415-5Y 4 �_v DURA-COATED CAST IRON BODY. GREASE TRAP DETAIL (1000 GAL'S.) GATE VALVE TEMPERING VALVE LEONARD.WATTS MODEL # N170L COMPLETE WITH NOT TO SCALE N,!�,TF_ t -rHk��E. (3) ;zEck,D IIJ 5-F-RIEZ5 UNION INLET STRAINER CHECKSTOPS, SHUT OFF VALVE. THERMOMETER X LAS VALVE AND VACUUM BRE, D CONDENSATE DRAIN POT FILLER CHICAGO FAUCET C MY NO. 332 SINGLE WALL FAUCET WITH 8. DOUBLE JOINTED SP WITH NO.E3 SOFT FLO..'/Z*FEMALE ANK. SH WALL HYDRANT AIR CHAMBER AIR CHAMBERS SHALL", ONSIST OF A ONE INCH COPPER PIPE. TWENT Y FouR INCHES LONG, IN''! ALLED IN A 'VERTICAL POSITION WHERE P fti�'ATEO ON WATER RISER DIAGRAM. C. WATER CLOSET "WALL HY Z-1310 ECOLOTROL ANTI -SIPHON. NON-FRaZE HYDRANT WITH L. LAVATORY RAL BACKFLO PREVENTOR. i,_1,MATER HEATER FuRNISLI ANC INST C. c SINK ERE SHOWN ON DRAWINGS AN A.O.SMITH S 'El 0 WATER, HEA_EF;. GALLON CAPACITY, AND A RECOVERY 72 g AT 'rG,00 RISE H HALL BE PkO\i,DED WITH A WATTS NO F. FLOOR DRAIN 40 SERiES PRIES EMPERATURERELIEF VALVE AND COPPER DISCHARGE Do LINE. PROVID UNION CONNECTION TO HEATER. H.D. HUB DRAIN C H.06 HUB DRAIN SHALL CONSIST'A IRON P- TRAP BELOW FLOOR HAVING CA S T IRON CAULKED INT AND EXTENDED TWO INCHES ABOVE FLO J.S. JANITOR SUMP OR LINES. WASHBROOK 6501.010 vvrTH TOP SPUD C.O. CLEANOUT D AMERICAN S URINAL SLOAN ROY 186 w -4 r R. & C. ROUGH AND CONNECT -DI Ovl,��']­��_,i, v. T. VENT THRU ROOF C. R "N �00ffiw'*, -0 'E, 731 J� ­14 VTK OUN'T" WALL. kYOR.4Q,"T ­k A f 10 Col. CAST IRON �i%' 14�14AW F40 �,,4� - '' , NO;, I 4i]E f�, ;R?�L NOTES- q2 ':iE;_ 5iTL PLY.AXNP4 ry- I or- CAA"4 VNIPIP-bC4 UP To A.0 AIR CHAMBERS Hiv^C_ uNcr ON ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE IN ACCOR( T- 1-4 19 --1 K", HITELTURAL DRAWINGS. �i-:, 47 IISIHED FLOOR To COMMENCING WORK ON THIS PRO*JECT. CONTRACTOR SHALL YERW Y evii-_ X, 4 C U PJ k-r ON ZOOF F TION, INVERT ','&* �v - - 'l- � '' 1 1, SIZE AND CONOIT�ON OF ECST'NG UTILITIES. SHOULD M J T;ONS EXIST OTHER THAN THOSE INCICA�ED VVHICH *ILL ALTER THE , a CNICI, t, V -To zoopr P w or AND INTENT AS INDICATED OR R SHALL 47 -rI1LZmINArF. lv/EIN-� z-11-ce SPECYIE'D. CONTRACTO NOD �Md`� Eli LOCATION OF EXISTING PIPING IS APPROX IE. ;4- JATE, EtT I 1, 1— gr Iiqpg;�l i, 'g t CTY P') � . 2 NO, lvel, �1, 1 1­111-1 1 - A :*ALL CONTACT AGENCIES AND PAJY ALL CHARGE I E NWE ESSARY OFFSETS TO CLEAR STRUCTURA' "''t E., L MEMBERS. MECHANICAL A Ell WORK �4 0-TE IP,44.5U6_A%,T-F_ A.6-o_ C=p.4C)ENSA71E PIC C>VIDIF- TH;?F-F- e3�- -rovo�s HOT & COLD WATER LINES ABOVE FINISHED CEILNGS CR S A G0411 I carp-e^24504 C INGS, ... 12E�l W g ft '400 Loa W" g 1>4. IN WAL-k- 7tzk H-IN PLUMBING AND P0,rit- LOC ^A, F%r>, W/raea�b^,gz CONNECTIONS TO KITCHEN EOUIP'MEN7 AiS " - L BE MADE BY THE CONI rOP. REFER TO KITCHEN EQUIPMENT PL LI ET;L) DUL E FOR LOCATION AND,,, 'OF muiPmENT TO DETERMINE P!PE SIZES AND S OF CONNEC T IONS. A I/zn C-,k%j. To iciFOI.Io-�. 'c-mus C 'RCV'OE CUT-OFF w,1to,6.K cxrr _W .4 IB ^or PIPE CO OR rr;,",,�!�, NNE�TioNc ,EE Pi_OT ANo/oFt" E, ATICNS OF ALL uTILiTIES AND SERVICE DMAININ LINILS IVv-CXA 41,1��_,� ztoK;kc �.,L n Ew''t ^46 Rada 0 IV 114 U I P. iNES A MINIMUM 0 q 0W ', ll!v � IMS C T FLEX SuP 1 61 I��2K GO LEO IS F S. FuRNISH AND IN TALL],� IT toD Wpk EACH PIECE OF EQUIPMENT. 'A TION 0 F COMPLETE PLUMBING SYSTFM SHALL BE IN ACCORCANCE T C Oak OF GAS PIPING. SEE DETAIL ANC SCr4EDULE 0*4 SHEETS P AND E03. ING CODE. T CONT RACT OR MUST REVIEW ARCI­f7E,_­uRAL AND EOUPVEN7 SHEE-,S. IA Oil A. 0 I �2NE 17RCY ROOVTOP Lv- --� ooUEk -PA;,'j !% SIT-' `94GE 08 10. WITH TRAP AND -LEAN-OUrl: AS SHOWN ON -1 "N V, 14, Im _y le �, I , E-14M �4 0 LJ C>RAIW p-EXVIz LA e>p_ SLJMF>. jl�T TEJ F C), C� ft-4 Ott- Itz: 15 k_4>vII>e R(>T WAIrm AIT I� Ty ET, wy­ Uroill"'Al x, L to r VAX I rvg SINK; L.2. �10 1, 4, il, 7, 0�E WEj 40 A VVI 'r sw Im Y RI K OF OZA P N ovr FP1MWLN'T w/ 0 IL ;3. � It. 5 r"511441^t6� . � � . Comm% E­ 7, ` 5777-7 77777 7 I 7� C V 0 r r sheet title project no. date drawn by checked by sheet number P� I WATER"TEAM, E(zry AQRESTC zurzn+ �SIi01[TitG7l S i•-Y�bO RI a WHA WMA Zpp wHA ! 300 1400.: _ TUREUN _.j-1.1 I'Z•'�'Z.. �3-4p (p1 -113 NOTT 44 O�^ BA�rE00N R�,�7W V EI.CGTES R 10 F,R I, CR LCS S. Z. 121N0 dASf�O pN �Yl�/� F�pM N6 or OtAjNAO! IN IT"w7c STANO^ao PDX-wI4-xc>% _ F C, OI m • u fi Y C1 pyH; i W% :n a w N w � x W � � a H W w � � H o � . � U Q U U a A rA t tale P3 It 1: I a j ,: . , , ,. .: . „ ,. .. . ELE TRI A C C L LEGEND r i aot I .,.. I o- , ... ,. ..... ;:. BRANCH CIRCUIT CONDUIT HOMERUN TO PANELBOARD, CONCEALED IN WALLS OR ABOVE CEILING. LETTERS INDICATE PANELBOARD; i { NUMBERS INDICATE CIRCUITS; SLASHES INDICATE NO. OF WIRES j (CROOKED SLASH INDICATES INSULATED GROUND WIRE). WIRE SIZ�! I SHALL BE t12 AWG MINIMUM, UNLESS OTHERWISE NOTED. CONDUIT I' P A SIZE SHALL BE 3/4" TRADE SIZE, UNLESS OTHERWISE NOTED. �5 ' I ; ,j, PARTIAL ARROW INDICATES PARTIAL CIRCUIT II I — — — —BRANCH CIRCUIT CONCEALED IN OR BELOW SLAB I I —o CONDUIT STUBBED UP OR 90 DEGREES UP l I CONDUIT TURNING DOWN OR 90 DEGREES DOWN I I �1/ 1/2" FLEXIBLE CONDUIT FIXTURE WHIP „I! I11� ' I —DG— DIRECT CURRENT I i i I , I Q PANELBOARD/DISTRIBIT:ION BOARD ' DISCONNECT SWITCH I SPECIAL PURPOSE CONNECTION I MOTOR; 2 INDICATES HORSEPOWER i" I T +42": DISTANCE ABOVE FINISHED FLOOR TO CENTERLINE F BQX 1. { EQUIPMENT NUMBER (SEE ARCH. PLANS FOR SCHEDU E) I "I I�' , I I t— TELEPHONE CONDUIT I I �i. ;.It TELEPHONE JACK I I i DUPLEX RECEPTACLE (NEMA 5-20R), MOUNT 12" A.F.F. UNLESS .I '" i OTHERWISE NOTED. WP=WEATHERPROOF; GFI=GROUN FAULT INTERRUPTER TYPE. 6 I. I, ! SINGLE CONVENIENCE RECEPTACLE (SEE NOTES) I' ® CEILING SPEAKER FOR BACKGROUND MUSIC SYSTEM .i1i I' 1 $ WALL SWITCH -SINGLE POLE/SLNGLE THROW, MAINTAINED CO1� #� T I TYPE, MOUNTED 48" A.F.F. I I �,` Ajjz' STORAGE 1 I ` f# tiv)J It, _ I I i17 It , 1 -! . / I: - , _� K _ I/ , S# 'L 'STORAGE 08 t04 t -� �11 TIkA` I �yy"nA r .. 1 33 - , Y - I: ! ! 1 _l_i 11 -- ,;,.I > I - -- 1: — — T — �- , ,� �' •. .' I - I I I e i' 1 -- *- !I 1.li"A 1� I t. 1 I f I n I I. 3 1 t. 5 iI: : i t i 1 -r 11 1 �. - i 1� I I mz "Y. F .. 1 II I _. I i I i 1t �. r 1 f I _, y yy .. ,—..:i : . _ .. ,—L : — y I- . �I _.. _ r _ _�.' �.: f ` T.� I 1 I 1 d o - ,. f -i i .. r", .. I , 1 1 `; I T tTIkAeZ kELEFS ft re ! G�ILIIJG. 1 -- SIE�E_5H , , — B- I I �.11�, I 1 , i Wdo ; 6, 1 I . i I .I ! { I. 1 1 jt ,� ' t� �..:,..,,, y ,IL w--. y Y I ,� �, - , 11, I - " , 11 �A�++ ' )' '4 I�, , L � 1 { ' �. II Ii :. * F ko ;. Ir I , r. ,:: �, , , ,.-,. , s, . ' .: +., :. ., , I LIGHT FIXTURE SCHEDULE! 4 =T X b , . , . , . -.... W e , .. , _.` ,., ., nL,. r I-. 5. }:, vim= '.t f . s ti. 3r k a i I ! „ �° X III inn t � vS!' q1, II it, � .III � , .. 4 �t.. I 1,s i ..,, sa.s t. $e 11 . ;s , .: Y .. Y. e _ —_.. et .. r, #. a..L . T, , 4 uS „ h ! ��� : e ,T, n., = Nx ),t ", 11 xr' ,a w �I i p .;, ' ' :. { 11 , I i .I i 1 w } fi I, - a I I C I^ " �' I i' �� I I I ),, I� I I t 0 ^ : , v I j { i 1 �` .t i , � $4 � � � , i �I �; cIl ,t ' ' - I ' ..� r ^ � 1 I 1 I ,j ��, 01 *C d Is 1 , ., �'_' i - ��;, 1 i� tlI, / � �. �r , " : i. ? >; 1I ',. Gi , 'i " i I { .. ',.' , <;t ^` 'A!�� �. ' i Y jn h5.v'..: 1 K..I,? t v 'i`l. I 11 ,t, �,' � �_ ! k fi 1 �" A11 l F 1p '1 ! k .:.. t x, $� �r . ^ac,; fay "':1 WY a, 1 'G' it-q , 1 ., i 'v Y 4i :,yy4'35. r ".'s+010 09 ' 1 ., i 7.� v r � k11 I f [..� W [{Y l 14 j i , `A { , rS a 1, D. E 5EE 1s 5TE LA).1 LOGO to , , OF 011f51DE SIGW�f,(E �# 51 TEiJS I LIGHTING. 5EE 5►+EET E• 3 FoR [" - if� GIRGUIT Pe5ICGNA"f 10Wcj, I d li, t t o o W ­*! ) ; :I vLLL A K ! '1 ri 9 �9 yy' 1 y, 1 ,ti Ir '' ,; Iv i` r„ ht : ' x ¢ „' ' A ;Y� SIGN 4 N.T S. sheet title project no. date I ,,' drawn by checked by sheet rxmber E— I I I ~--..�..,w..f,:, .aw.ly arw �I I " 1 1 1 1, 1 Ib I r i F =i ".,. . .'..il a iAY " •;4 T ^. {: 2^ i' � It,X" n A�,9t�.}:'. � t �' 11 1 t f a ".,.li I � ... A it. .S 1' {1f I .I: ELECTRICAL EQUIPMENT 1�4TESNp,tv w ` Ks s a t ` iM IN8f19t1111. 2#12, 1/20C. OOIfrlM Wntc FRDI 20 RlMD auaame "r'�+ [ YJxv*t r t e' is a t i•4 KM E03MAM SBCTMM-10 EXWW» Et" CH ROOP.CONNECTION a".+.au[%a��ae3P •. t h h CODE OUAN. DESCRIPTION AMPS KW I. v HP VOLTS PHASE REMARKS_a' IR T Q2 3N•c� sus air ABova «.noc n►T® a PLUG-IN 20 2 OVEN COMPUTER 5.0 120 I ----- ALE RECT. ' ' • 3 .7C>cX7PTCN BOX ABOVE CEILIIdC UfIIIi 1/2'C. 31SH WP ABOVE 2 2 A Tumm " anal wrm Mum BummG. 28 I WARMING CABINET 2 EA. 120 I JUNCTION BOX ccao mist LOCK JUNCTION 8 X F �r� l IN CEILING. PROVIDE CCRD 'W/T'NIST LOCK CUTLET MALE/FEMALE _vOS FROM J.8. IN CE L `.C, -0 7'-0' A.F.F.-E.C. TO PRCVICE MALE FEMALE E� SEE A2CHrMW� PLAM nit EXACT ICCATEN. 29 1 CORN COOKER 14.6 120 t ----- DUPLEX RECPT. SPLIT CIRCUIT CLPLEX RECEPTACLE PEDESTAL 5' A.F.F. FOR 2 & 4 0 namlL JCNCPICN BOO: im a=mG. DEICE 12/3 S.O. 32 I CONVECTION OVEN 5.6 208 3 CORD 1O 71 A.F.F. 1N9ERLL NDA L5-20R CM*I JUNCTION BOX ----- 42' A.F.F. BGOY i S1ltAM REFS GRIP ON COFO D"• DIMM NIM L5-20P PL Z ON EMM IJENT CDPD. DUPLEX RECPT. IS' A.F.F. 36 1 UNDERCOUNTER FREEZER (FUTURE) 6.7 120 r ----- `U b=UL JUNCPION BCC( III CEtiIIrlt;. ElXV 10/3 S.O. CDBD 37 tOR 2• I DOOR FREEZER 7.2 EA. 120 f ----- DUPLEX RECPT. 7'-0' A.F.F. 1O 7'-0" A.F.F. 091 NEM L5-30R CORM," BODY 38 I UNOERCOUNTER REFRIGERATOR 4.0 120 I ----- a SWAM RELI 7 GRIP ON CORD nVTALL NENR L5-30P 18' A.F.F.,;' it PLUG ON FX)U�P COED. DUPLEX RECPT. a . 77 ALL CORD DFK)pra SHALL BE OoOEiDnamm TIPI'1t] E TIRaw 41 I OR Z 2 DOOR FREEZER 9.5 EA. I/2 120 I ----- DUPLEX RECPT. 7'-0' A.F F, .` *. CONNE ,TION POINT'S SO THAT CCFm HANGS; S1'RAIC2f1' Dom (90 DDGREES FAfSI CEII.IIdG), _____ J.8. FLUSHED IN CE:L31G PROVIDE CORD W/TWIST LOCK 43 1 1 DOOR REFRIGERATOR 6.5 120 1 --- J.B. IN CEILING TO 7'-0' A.F.F. E.C. TO PROVIDE MALE & FEMALE E OB COORDII+DLTE IOCATICN AND TYPE OF C0NNI9=ON 46 I FOOD CUTTER 4.6 1 120 f ----- SINGLE RECPT. 5' FLOOR P DESAAL WIM BOUT TO BE mNSTAum. O9 NEMN 15-20R CCN7bS� I� OU FILM IN W LL. IPS17 L 47 1 MIXER 1/3 120 I ----- DUPLEX RECPT. SPLIT CIRC T EX''RErT° 4, NEMA L5-20P PLUG ON BUJIPM NP COED. T 49 1 MARINATOR 4.6 10 tIP�In-!N CDOZ� FAN Liam m1 120 1 ----- DUPLEX RECPT. 18• A.F.F } z �:TIaN. aoalER Lima Z 2 AT FuwL%m BY OOOi.FR T'lAtil$'A nam LAWS INCLUDED. AND BREADER/SIFTER I/6 EA. 120 I ----- DUPLEX RECPT. 18' A.f.F. w ....,,, L " TYPE' F1_ CONNECTED COW ETE BY E.C. 56A I WALK-IN COOLER LIGHTS & CUL 10 120 1 JUNCTION BOX ii 11 2#12, 1/2•C. UP TO M= CONDENSER ON BOW. SEE - __ _ JUNCTION BOX FOR COIL & LIGHT FIXTURE.CGNNECTED COMPLETE BY E.C. 568 1 WALK-IN COOLER COMPRESSOR 2 208 3 SEE REMARKS - 30A./3P./NF/3R D/S FOR COMPRESSOR ON ROOF, 12 SPLIT DUPLEX REX1FB%CIE 011M 5-20R)' C R= #27 (IIITR4M) ON Top. COI CAIT #29 11 DOOR F'REEZIIt) CONNECTION MADE N/SEALTIGHT ON WTISEC DErMn 1, E. 64 1 ICE MACHINE 12.1 208 1 JUNCTION BOX ----- 60' A.F.F. O SPLIT DUPLEX RInFD%CZE DaW 51 CIFILOTT #31 DUPLEX RECPT. 96' A.F.F. 71 1 INSECT CONTROL 9.0 120 I --- (CORN ODOMM) ON TOP. CIIDSTIT #33 (FOOD anTIR) ON 79 1 STAR PROJECTOR f20 I ----- 130771N. SEC DETAIL 1, L-2. DUPLEX RECPT. 54• A.F.F. 1# STUB -LIP CONDUIT 1O 18" A.F.F. WITH 2 (tom► 5-20R) DapM 82 1 BACKGROUND MUSIC 6.0 120 F0=nRCLES ON TOP. SAM AS DbE'D►IL 1, E-2. POR I JUNCTION BOX DUPLEX RECPT. 78' A.F.F. EXTEND Y4' CONDUIT FROM J.B.&STUB OFF ABOVE CEILING WJUNATM i TWO 13REI►DERE'- DUPLEX RECPT. 24 HOUR DUPLEX RECEPTACLE OUTLET 104' A.F.F. & JUNCTION BOX MOUNT 83 I ELECTRONICTY SYSTEM 9,0 I�0 1 � ' l2 A.F.F. UNDER DESA WITH I/2' CONDUIT EXTENDED ABOVE CEILING PA r,;Z� Ig. 2 31 29 12 13 l �b LA .4 41 1 lu r a F na 1. .K p f 1 Aoil 9 A . 0 A OUPLEX OUTLET r/ HUB SECURED TO STEEL AkGLE AS RE01O. 1Rt Jf ,vat Yi •'3 yf '5 .r.$Yd '.'F` Yd+ Y "� 6 'v 'S '�' ��$j:�k '�°�' �k.. ,�3 iY�,'�,w �fw.%. �F�rlf�l�tn•��'E°S{ti .,.}w„fd�b�S�,', . W/ CLAMP TO STEEL k r to 1 f COW- SUB 1S POURED 11 . a RI e COYPACTFD �68AARER ------ —�r�:o ---- SHEETS EQ-1 8 EQ-3 FOR �t � CAL WORK z p C� W z a W � � a r r� [vy`J W � U z a z . o V ill COO W d' ►-I V V � a A � PAUL WELCH INC. Mechanics! . Electrical Engineering ., Nfalf it 33.J sheet title project no. date 'I - drawn by' , checked by sheet number =1111111n of A lilim r p p 0 0 0 1-. I�/2G�BV,3�4" =w�MUQTev Panel LA 225AMr1P MA,u LLYa'�oWLY v 'WiZE I L.�D SEWED VOLT-AMdPEfti� Wti� S+ZB L4AD'aEJWED IL A D G <r 1 20 1 >r12 K 7a-Eu _.GMTS Togo> Ipo 2 2011 41 DII.iING ROOM 3 �iEZvIGE;' LOBBY LIGHTS 4 DINIWG ZUOM L GHTS 275 7 ZY;CONDIMEhtT LIGHTS !o GEILIWG FAWS ;� > 7 Di41W/a Z000 L16iH75 8 HaOD LIGMiT-j 23ao 9 Dig, l G ZOOM LIGHTS 10 GOOICLIWE T,MERS 7o < 2300 I I i5 0, Lc aCHAUST Fis N 1F'9 12 15 EXHAUST FAu c 8 c2c9q 13 30 4-10 -A,.D Gz fEtZ 14 20 IW5EGT FA.W 71 c9lo 5�5 5 #10 -IAf.�7 DR(EiZ to OUTSIDE ZEGEP'AGLE 500 �� 17 20 *12 !6ocLav HT54 FANS 'S�(o Ig SPiZIIJKI"ERTtitER ZE.GEP 5 500 19 7v':. GOtiiPUTEIZ 39 20 v1EWU P�OAfLDS zEP1LCaERATOR 3B 22 SPAfIE 25 ti ER ZEGEPTAGLE 24 — 25 FAZE — roo 27 _ OOo 9 t 31 4 IZ OL SIDE �.OF+=IT LIGHTS > 298 Q 4F12 DfZNE-THIZU StGIJ 17�L 33 S,DE SOFFIT LIGHTS PA2KIWG LOT LIlaHT5 zoo I1o33 35 KFG POOK LJG,HTS (FbCi='K' PARKING OT aGH TS I 13� 1120 37 Cr-G SICa1J _IlaHfS 38 EWTEMZ/EX1T51Ga+.+S 800> 'fl C=G SIG1J ELIG►CET LA LI6.HT5 0 41 2 5PA2E p '1 oI ITE TNKu Gal TAG'GIC LG-1 " ' 48 12944 8o3¢ UGLT AI P5/PHASE ❑ ROUTE THRGOI.. AG OF LG Z'' 34,12Lo TOTAL VOLT-AMP5 0 0 0 0 Main Distribution Board - MDB 500 AMP, MIAI�. LL45 OWLY 100,000 AMF5 -_; EZRI.JPTIIJG 5L ZFAGE hlOU1 :E7rt eo°Jo h)ELI7RAL4-61ZCUN4PE5.15 ZATIW4 CWINIMUW) GKT. N° _GAD S:ZvED L, SAP 51ZE KVA SWITCH 51ZE NQ POLES AMP FUSE WIRE GONDUI r 1 20 r1EAD C�.cKEK !07.o 400 3 250 3 25oMU�t 1 2 W., 21/2"0, 2 PAI..EL , A 34.1 Zoo 3 150 441/0, 2'c, 3 1 PAtiEL PA 46.1 20C 3 150 4 I/o;2"G, 4 PAtiEL Pam'' 61 3 300 3 35OMGW,1*1/oW.,3"o, +IE EWGLCSUKE SHALL HAVE A WE -WA 3fK (RAIN TICaHT� GLA�IFIGATIOI.I, ALL WIRE THI.J GAR TWVJN UNDF_R Ca2DLlrQD. P20VIDE E.YTRA GI��UND W12E AS @FF. ' D Fo2 P.v c W STALLATIpN.S. ELECTRICAL LOADS LOAD TYPES KVA _. ZrEfZ.IOFZ L ICaHTi i,(„ 11. Z9 EJ(TERIOR LGw.T G 11,95 IAie;c, 87.9/0 L-ARGE,:ST 3 � LCa.D � 7.O GaoKL_I�.E c'L2L�PI,/Fa„T 'S.G2 TOTAL 254.?8 4Z Pmmcw• -• Panel r ©0 8� Baum �� BOOM •-- - o "" � Buss - - �� nuns• ' '- ' • .•-.. BEEN ' • -©) anl1usr, MEMOS- millluu ®Mhos m� MINNOW131111111111111 " '.. uM .RJ- NINEmilli �lt�nu . •- O\ mailm ' ... ®) . muss --" - aal■ N - - .; _- Millimm �l•. DEI� * SHUI.rT-•TLIP GIR•L.LfT E5ZE4)cCr_Z SUPPRESSION SYSTEM RELAY OPENS WHEN SYSTEM IS ACTIVATED MI 14,98& 17,GZ7 13,491 VOLT-AMPS/PHASE 48,104, TOTAL MOLT -AMPS 2�SV, C Urr P5-Z FM EF-!m A)JD 5F-5 CONTACTOR IN R TEMPERATURE CONTROL PANEL MI IN FACE OF EF STARTER PILOT LIGHT OLI-S IN FACE OF SF STARTER Olt-S OSTARTER COIL FOR EF-4 M2 STARTER COIL FOR SF-5 r NORM Boom ©0©0 - - nuns Onn11' 11011110■ no annus vvm� DODO S C - m m� am=ice Cmm�s amm�� C� :ems CmC�s C: m� EF- 7 6 SF-4 ARE CONNECTED SIMILARLY TO CIR. PB-1 CONTROL CIR.FOR ROOF TOP EXHAUST & SUPPLY FAN N.T.S. Panel PI VOL-T-KAPEQE+j A � G 15YL p93 121 �A ■ (nnnls�� uuBv - nnui■rs nn°- nv .. s�nuvs n°nu°u=�'� vnn111011111 Cmm= - Cmm= IN �0011� U,445 'LI,393 'L5,G5�0 VOLT-AuAPsi PHASE 81,488 TOTAL VOLT -AMPS TO SHUNT TRIPS CIRCUIT#36 NI PANEL PA PANEL PA SEE SHEET EO-3 MICRO SNAP SWITCHES IN NO. SUPPRESSION SYSTEM MANUAL RESET RELEASE MECHANISM RESET REtJMr ENCLOSURE NC. Z KI PL KI a PILOT LK,NT IG KI RESET RELAY WITH PILOT LIGHT KI D ANO MANUAL RESET FURNISHED GAS SOLENOID VALVE BY ANSUL CLOSED WHEN DEENERGJZZED $ RELAY ALLEN BRADLEY 0700-N201AI FURNISHED BY ANSUL FURNISHED BY ELECTRICAL CONTRACTOR FIRE SUPPRESSION SYSTEM R ELECTRICAL SCHEMATIC R FIRE SUPPRESSION SYSTEM RISER NOTES RELAYS(3POLE) FOR STARTERS EF-lo � 5F-5 AND EF-7 � SF-.4 O1 2Gu,/4PENQ�ID LIC�iIING C NrACIUR (ME7CHANICALLY HEIR). SQUARE "D", CLASS 8903 OR SQL . O2 TIME CLOCK w/7 DAY ASTRO-DIAL. PFiO'Io= QaVMLLED W/MAIW. CDNrACT M MCM. CCrIUCr SWITCH OPI'ICN. IEMA 1 ENCLOSURE. SPRING FOIIID CARRYOVER. O3 ELWMCAL CONrRACMR SHALL PROVIDE UNDERGROUNE) SERVICE, C.T. CN3DWr S NMTERLC AS RDjCIIRED BY ELFX•rRIC UPIIITY CO. OFUSED C21LY PANEL. ACC rABU FUR MDB. O5 20*' . EN=SM LICH= CICNEACIOR (MEC2_ fFIIC A1,Ly HELD) . SQLIARE "D" , CLASS 8903 OR WaL. � PHOTOGE•L� ON ZGt7F FAGI NU NOiz-(H 3 >F 250 MGM 1412 WE:U , 2i2"c. 47 DI',%oI.,NEGT `�WITGH F 20 HEA{7 e00KEfZ To OUTSIDE L�HTS ? ' 8 350 1u n 1 %NEL.. 3'�. TO 514igA4e O 4t-1/c,2O.� 41F)/o,2°C. TO FAtiJ5 EF-!o¢SF•5 TO FANS -F-7 ¢ 5F-4 \M% TG LC-1 "LA FA Crf Lij MEGH CONTRACTOR -IwD TG LG 2 4-45TAL-LED 3i ELCG, CDI4TRACT09. Llx-ATE 4-1 _ J 5 uJ FIELD, t — J Z/o C?DLtiG TO INGOM �iCa �22ET50F31F5cx�MGu1 = �IATI=RPIPEE.5i43'x8'-o" 1 I� 5/0 WELII RAL , 3'/2"O. G 'ER GzOUI.,p wa ELECTRICAL RISER DIAGRAM N.T.5. 1Z R m 0 c Q z A -+ a 0 �1 w zll �1 o r � W W w a M•�1 � Mil W_ 'd U Sri",I Title PAUL WELCH 1N:-,, Mechanical . Elec?rice ,reynry.{.. ,•g-.i I I' I. I z i { i , i I , I I a I T I 1 1 1! 1 I EQUIPMENT SCHEDULE °!z, � '" � ElrCT11{OAl EEIET. NTI{ OA• C►Y Mt � �I� � x : � _ ►1►[ OUT' COO T C►Y IUIIM. WET. , ".. ,, � � . YAIIK MODEL MO. OTt/. OLT ►N. OYO. N.►. AY► K.W. AY►. 012E A111 YEtU Y�TY EACH E9 A11 �I rF, 10012 1 208 3 60 - 70 - - 3/4" 800 120 231* 4000 KPC 3/4" 800 120 331 4000 1 208 3 1 (3 - 40 - - 1/2" 60 125 2000 400 • 4 Modal RSF-12 1 208 3 60 3/4 - - - - - - 2500 w 2 1 208 3 60 3/4 - - - - - - 2500 HO&I 0abe 18-10 1 208 3 60 1 - - - - - - 3350 r - • 18-10 1 208 3 60 1 - - - - - - 3350 10 1 120 1 60 1/4 800 1 1 1120 1 1 60 1/50 - - - - - - 220 11 ',be�/2P�IJF�WP ; D�5G�INEGT SwiTc ma —6,0A/9F/WP Pl51-0WNECT 5WlT&H, "F-5=LN-45 • !IREL,CW R" & 71JRU STARM SUPPLT BY A �• a 0 .. � a w E-� w z a W � � a H � a F . o � � U �C U V a A � sheet We project no. date - drawn by checked by ELEClMICRL ROOF PL 0 1 2 3 4 5 6 ` 10 12 sheet number i�{E� 4 4 of 4 mommum� DIFFUSER > Hm0u � ,, SIZE CFM AIR RK ►DOE L NI.BBER QTY L.00AT I ON FINISH EACH PATTEW I OLIdT I M R IMI ' FRAME NECK A cornea 47404R 10 Din - 24"x24' 10"0 380Z 4YW F iz 6 servine- 24"1 �WTff CIO. 1,5E,PZ44y. Fog AIR PAT ` * C Ca= - 24 " • _ • 344 WHY ' 1)Ca Carnes 4 72 1 Kitchen 10' • _ • Cl , E Carnes 47402R 3- 12"x1 " Frc. Fa . 12"x12" n , x G 3 I.AH 2c6-0 MWI " y.. .. .: - 48"x24 44 x22" H ICt. rw -a. ...... .. ..41 Vii� 2. SCALE l5 APPROXIMATE. FABRICATE FROM FIELD MEASUREMENTS. EATS. i. O" -i/ 14/flgK CJpIiA1 VERIFY LOCATIONS Of STRUCTURE AND MECHANICAL CHASES. .;"tI, T taF•LT to ❑ial IEX -�- 3. ' OOCT SIZES SHOWN 011 DRAPING ARE AIR PASSAGE SIZE. - 7{ / � M 0! A AST. 6 WHERE REQUIRED BY GOVERNING CODES: a ^i I CDUHA A) DUCT CONNECTIONS SMALL CONFORM TO NFPA 90A. - i; B) 125 DEGREES FIRESTATS TO BE LOCATED IN EACH ',.- IWV. - r E� 'p'QT ;.Tm IqE nfa.o •uI TOP UNIT RETURN AIR DROP. C) MSTAT FOR SUPPLY FAN ITEM 4 c S =,HALL 3E fAN tJ �� MtA� r 1 T 77-1 �.U- IN SUPPLY DUCT NEAR FAN. ITPICAL _ S. f {Tj (i ` ,- _ QQHI EACH I'm To �N - a I } K )- IIDIIIpIK " i re 6. ALL ROOF CURBS WHICH SU►►ONT HVAC EQUIPMENT SHALE BE CON- STRUCTED OF MATERIAL NO LIGHTER THAN 14 GUAGE AND SWILL K_ CONTINUOUS BETWEEN POINTS OF SUPPORT ON ROOF FRAMING. IF CONTINUITY CANNOT BE MAINTAINED, CURBS SMALL BE REINFORCED t� WITH PROPER SIZE ANGLES OR CHANNELS SO THAT MINIMUM DEFLECTION AT MID -POINTS DOES NOT EXCEED 1/32 OF AN INCH. a t *r 7. ALL CURLS FOR ROOF MOUNTED EQUIPMENT SMALL PROVIDE FOR I..ii. ...� "IS LEVELING AT THE CURB TOP TO ALLOW FOR LEVEL INSTALLATION OF THE SUPPORTED EQUIPMENT. CURB BY MECHANICAL CONTRACTOR. ALL OPENINGS IN VERTICAL CURB WALLS MUST BE WATERTIGHT. f B. UTILITY PIPING AND CONDUIT REWIRED TO SERVE THE SUPPORTED EQUIPMENT SHOULD PENETRATE THE HORIZONTAL PLANE OF THE ROOF DECK INSIDE THE CURB, 9. CONDENSATE DRAIN LINES jHALL BE TRAPPED WITH PROVISION FOR. CLEANOUT OUTSIDE THE CUP* *PENING, THEN PENETRATE THE VER, CURB WALL AND PITCH DOINF`IRRD A DESIGNATED DRAINAGE C: OR FIXTURE. 4..::.. 10. CONDENSATE DRAIN LINE FROIN UNIT THAT PENETRATES ROOF SMALL IE GALVANIZED STEEL PIPE. DRAIN LINE ABOVE CEILING TO FIXTURE SMALL BE PVC SCHEDULE 40. 11. REFRIGERATION LINES, ELECTRICAL, GAS AND CONDENSATE LINES THAT RUN ON THE ROOF MUST BE SUPPORTED ON TREATED WOOD BLOCKS SPACED 10--0- ON CENTER, AT ANY CHANGE IN DIRECTION AND ALL TEES. 12. THE ELECTRICAL POWER WIRING CONDUIT SHALL PENETRATE THE VERTICAL CURD WALL AND PROVIDE ELECTRICAL SERVICE TO THE EQUIPMENT THROUGH A DISCONNECT SWITCH. CONTROL WIRING CONDUITS NOT REQUIRING DISCONNECTING MEANS NEED NOT PENETRATE THE VERTICAL CURB WALL. 13. PLUMBING CONTRACTOR SMALL ►ROVIDE GAS PIPING TO EACH ROOF TOP HEATING B COOLING UNIT. THE GAS LINE SMALL PENETRATE THE VERTICAL CURB WALL AND SUPPLY GAS TO THE HEATING SECTION THROUGH A GAS SMUT -OFF VALVE. 1'. TYERMOSTATS ARE TO BE MOUNTED 6'-6" A.P.P. 1S. HVAC CONTROL PANEL TO BE MOUNTED 6#-1604 B """ 16. EXHAUST HOODS TO BE MOUNTED .'" 0AAT,T. TO BOTTOM GF t 000 4N LP.4jAJ t7 h$ iEiin/M+§�, woF�reir. pr � V. I f i r x �I Hv/a� N ENTIRE HEATING, VENTILATING, AIR CONDITIONING AND REFRIGERATION SYSTEMS SHALL COMPLY WITH STATE AJID LOCAL CODES. Z THE INSTALLATION OF ALL HEATING, VENTILATING, AIR CONDITIONING AND REFRIGERATION SYSTEMS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF BOCA MECHANICAL CODE/1981. S SHORE AND FIRR PROTECTION EQUIPMENT SHALL BE INSTJV-LLD IN ACCORDANCE WITH STATE AND LOCAL BUILDIR. CODE REQUIREMENTS. 4 ALL EXHAUST DUCT TERMINALS AND FRESH AIR IMTAJXES SMALL CONFORM WITH SPECIFIED DISTAIICE REQUIREMENTS COVERED IN ARTICLE 3•,;,`- , SECTION I0-302.9.1. �j Tt"ERATURE REQUIREMENTS SMALL BE 70 DEGREES INBIDS WHEN 0 DEGREES OUTSIDE PREVAILS. HEATING SHALL COMPLY WITH W-301.2.5 A M-301.2.6. �o. ALL SEEVICE BOUIPIIENT SMALL SE APPROVED AND AND EQQIPMSNT Uit PERMIT SHALL ME OOTAIMID SY Tfl• CONTRACTOR PON ALL EQUIPNEN'Lt'i� FF - - • .3UIT01 — - M STOZE oFEH4i =%N H VA4, C�&I 2o% 4" SUPPLY A.4t I CRO FROM i.NMIT INTo 20"c 14" PLENyM -T ( P1Io4 NvE "ITN i7uWT 1rJCT vewES. I v, _ Cn C K y N ' C1 x C C C � + W a _ J-J c W U � LJ m a a mC r v m • Y�I CYr O � EA v Gil z a W � � a W � � U � H a � . o U ,d U U a A � sheet title project no. date drawn by checked by sheet rxxnber Afi 010111'1 i i a. 1. S IG AND. =l MOUNTING CURB -SEE DETAIL ON THIS SHT. DETAIL. OF PIPE SLIEEVE;. NO SCALE GALITANIZED STEEL RIGID DUCT SPIN FITTING INTERNALLY — INSULATED SUPPLY AIR DUCT MANUAL VOLUME CONTROL DAMPER SUSPENDED CEILING ERN INSULATED LOW PRESSURE FLEXIBLE DUCT. MAX. 10'-0* LONG. FOR ROOF SEE POOF DETAIL OF EXHAUS N (2) 24• x 484 RETURN GRLL.ES N CELNG PAUL WELCH INC. Mechanical . Electrical Engineering V r • V A a 0 � w N w z a W � � a Eno z a z Ono r7 . O F+�1 QI ►W U U a A sheet title project no. date /2-? drawn by Checked by sheet number M2 -.' Own g� d IV44 vialmi SPECIFICATIONS FOR AUTOMATIC TEMPERATURE CONT OL x Y 1.0 SCOPE OF WORK t• yr `< I, h 1.1 PROVIDE THE NECESSARY DEVICES, wl riG AND 6�68N ROOF MOUNTED HEATING AND AIR CONDITIONING U t TWO -STAGE HEATING TWO -STATE COOLING a aR c 100% OUTSIDE AIR AND RELIEF (KITCHEN ONL: MINIMUM OUTSIDE AIR (ALL OTHER UNITS) 3 2.0 SEQUENCE OF OPERATION' 2.1 PROVIDE PANEL -MOUNTED SWITCH LABELED 'STOR� OPEN' A 40 'S TORe CLOSED' FOR AC UNITS AND HOOD FANS. I - s 2.2 STORE OPEN 2.2.1 WHEN SWITCH IS IN ITS 'STORE OPEN' POSITION. ROOFTOP UNIT SUPPLY AIR FANS 7 SHALL RUN CONTINUOUSLY. UNITS' OUTSIDE AIR DAMPER SHALL OPEN TO NOT LESS THAN MINIMUM POSITION AND HOOD EXHAUST FAN AND HOOD SUPPLY FAN SHALL RUN CONTINUOUSLY. 2.2.2 WALL MOUNTED THERMOSTATS FOR UNITS WITHOUT HVAC ECONOMIZER SHALL OPERATE THE HEATING AND COOLING IN SEQUENCE AS FOLLOWS: 2.2.2.1 WHEN SPACE TEMPERATURE IS 660 F. AND BELOW. BOTH HEATING STAGES SHALL OPERATE; ` TO WARM THE SPACE. 2.2.2.2 WHEN SPACE TEMPERATURE RISES TO 690 F.. SECOND STAGE HEATING SHALL CUT OFF AND FIRST STAGE HEATING SHALL CONTINUE TO OPERATE. 2.2.2.3 WHEN SPACE TEMPERATURE RISES TO 71OF.. FIRST STAGE HEATING SHALL SVT OFF. FIRST STAGE HEATING SHALL CYCLE TO MAINTAIN 700 F. PLUS OR MINUS 1. 2.2.2.4 WHEN SPACE TEMPERATURE IS BETWEEN 710F. AND 77 OF. (60 F. DEA AND), NO T ENERGY CONSUMING HEATING OR COOLING SHALL OPERATE. } 2.2.2.5 WHEN SPACE TEMPERATURE RISES ABOVE 770 F.. FIRST STAG` COOLE4G SHALL TO COOL THE SPACE. 2.2.2.6 WHEN SPACE TEMPERATURE RISES TO 790 F.. SECOND STAGE COOLING. SHALL OPERATE TO PROVIDE ADDITIONAL COOLING. SECOND STAGE COOLING SHALL CYCLE TO MAINTAIN 780 F. PLUS OR MINUS IOF. 2.2.2.7 AS THE SPACE TEMPERATURE FALLS THROUGH THE PRESCRIBED RANGE. THE #tEVERSF SEQUENCE SHALL DE-ACTIV*TE COOLING AND ACTIVATE HEATING AS REOUIRED TO u MAINTAIN COMFORT CONDITIONS. 2.2.3 ROOFTOP UNITS WITH HVAC ECONOMIZER SHALL BE CONTROLLED THE SAME AS FOR UMTS> WITHOUT HVAC ECONOMIZER WHEN OUTSIDE AIR CONTAINS TOO MUCH HEAT TO PROVIDE NATURAL COOLING: BUT. SHALL BE CONTROLLED AS FOLLOWS WHEN OUTSIDE AIR IS COOL ENOUGH TO PROVIDE NATURAL COOLING. 2.2.3.1 WHEN SPACE TEMPERATURE IS 660 F AND BELOW BOTH AT ST SHALL OPERATIC TO WARM THE SPACE. ' S 2.2.3.2 WHEN SPACE TEMPERATURE RISES T0� 69d F., SE OND STA E HEAT SHALL CUT OFF. 06", FIRST STAGE HEATING SHALL CONTINUE TO OPERATE. 2.2.3.3 WHEN SPACE TEMPERATURE RISES TO 710E- FIRST STAGE HEATING SHALL CUT OFF. FIRST STAGE HEATING SHALL CYCLE TO MAINTAIN 700 F. PLUS OR MINUS IOF. 2.2.3.4 WHEN SPACE TEMPERATURE IS BETWEEN 710F. AND 77 OF. (60 F. DEADBAND). NO ENERGY CONSUMING HEATING OR COOLING SHALL OPERATE. WHEN SPACE TEMPERATURE RISES TO 740F.. THE OUTSIDE AIR. AND RELIEF AIR DAMPERS SHALL MODULATE IN UNISON TO PROVIDE PROPER MIXTURE OF OUTSIDE AIR AND %TURN T. , Apt TO MAINTAIN A MIXED AIR TEMPERATURE OF 600 F. PLUS OR MINUS 5 F 2.2.3.5 PROVIDE LOW LIMIT DUCT CONTROLLER TO PREVENT MIXED AIR TEMPERATURE BELOW 55 OF. 2.2.3.6 WHEN SPACE TEMPERATURE RISES ABOVE 770 F.. FIRST STAGE COOL SHALL OPERATE TO COOL THE SPACE. OUTSIDE AIR DAMPERS SHALL RETURN TO MINIMUM POSITION. 2.2.3.7 WHEN SPACE TEMPERATURE RISES ABOVE 790 F.. SECOND STAGE COOLING SHALL OPERATE TO PROVIDE ADDITIONAL �OOLING. SECOND STAGE COOLING SHALL CYCLE TO MAINTAIN 780 F.' PLUS OR MINUS F. 2.3 STORE CLOSED w „ f, w^ 2.3.1 WHEN THE SWITCH IS IN THE 'STORE CLOSED' POSITION, ROOFTOP UNIT SUPPLY AIR FANS SHALL REMAIN OFF. UNITS* OUTSIDE AIR DAMPERS SHALL CLOSE AND HOOD FANS SHALL STOP. 2.3.2 SPACE NIGHT THERMOSTAT FOR EACH UNIT SHALL CYCLE. -ITS RESPECTIVE LEVT HEATING (FIRST STAGE ONLY), AND SUPPLY AIR FAN TO MAINTAIN 550 F. PLUS OR MENUS 20 F. UNIT'S OUTSIDE AIR DAMPERS SHALL REMAIN CLO ED DURING REDUCE TEMPERATURE CYCLING. 2.3.3 COOLING SHALL REMAIN OFF. h et j de 2.4 FIRESTATS , +' 2.4.1 PROVIDE FIRESTATS IN RETURN AIR PLENUM OF E CH AC UNIT. DINING KITC AC I WITHOUT W I . „ - i EF ! SF I WI �—HEATING/COOLING STORE KITCHEN THERMOSTAT', OPEN CLOSED NIGHT THERMOSTAT I PANEL SIZE AS REO'D. RUST RESISTANT FINISH HVAC CONTROL PANEL HEATICOCLNG NIGHT THERMOSTAT T T THERMOSTAT I THERMOSTAT rR> r s "f a "'�'�... v HVA6Q EQU1Pm_=T.5C_H.EDUL9 MARK ' YODEL NO. OTY. ELECTRICAL - OLT /H. CYC H.P. MCA RESIST. NTH K.W. AMP. GAS PIPE SIZE CPU OUT' AIR COO MOTU Inert HEAT W@TU C/Y EACH /URN. BY IN[T. BY Carrier 48 DR012 1 206 3 60 - 70 - - 3/4' 800 120 231* 4000 RFC MC 0rri,er 48 DR012 1 208 3 60 - 70 - - 3/4• 800 120 231 1000 2 ier 48 HDO06 1 208 3 60 - 40 - - 1/2• 1 400 160 125 2000 KEC 4 Model RSF-12 1 208 3 60 3/4 - - - - - - 2500 5 3reenheck Model RSF-12 1 208 3 60 3/4 - - - - - - 2500 6 ireenheck model Cube 18-10 1 208 3 60 1 - - - - - - 3350 7 3reenheck Model Clibe 18-10 1 208 3 60 1 - - - - - - 3350 3reenheck Model Gybe 14-5 1 120 1 60 I /z• 1560 9 eenheck Model G-75 1 120 1 60 1/50 - - - - - - 220 a 1. h: EMHALN4'E Puc-T THRL4 Rc a I_ .7 Oc.ITDooR ^IR P^HrEa I . PAUL WELCH INC. Mechanical . Electrical Enair • V � z A M•*d (yy O � za W � co v^ii W � h�•q ram, • 0 a � U F1 V � a sheet title project no. date drawn by Checked by 11111� sheet number M-3 0 P r The morrtrlx codes referred to In these specifications ors abbreviated descrip- tion of time variable systems within the building design. F. Exterior Mal -is ladicates ttr type of exterior wail construction. FO1 Is masonry block with am extorlor stucco finish. F02 Is a wood stud wail with brick veneer. F03 Is a wasorry block wall w I M brick veneer. r-n 1 BLOCX s STUCCO IN)IFS NOT APPLY THIS JOB FEOUIFf?IE-1515 Aid) SP'ECIFICATIO145 IirSTFACT 10K5 TO BIDDERS 1. 8I66ers shall carefully examine the documents and the construction site to obtain first hand knowiedge of existing conditions. Contractors will not be given extra payments for conditions which can be determined by examining the site anc documents. 2. Bidders shall carefully examine the drawings and specifications for compll- amcm with all applicable codes, ordiances and regulations. Non-compliance most be reported Immediately In writing to KFC. Contractors will not be given extra payeerrts for deviations not so reported prior to contract award. 3. It the Owner of time building Is other than KFC Corporation, all references in the Contract Documents to KFC, KFC National Management Company, or KFC Corporation sha11 be Interpreted as 'The Owner•. i 4. Par}orfeoca Hx>!d and La++K and Matar I a 1 Payerent Bond Bonds - Partoraiance bonds, labor and material payment bonds shall be supplied to time Owner by time General Contractor prior to start of work, each In the aunt of 100 percent of the Contract Price, In the form of AIA Document A311, latest edition. Premium for bonds snail be Included In Contractor's Bid. 5. Bidders shall carefully examine time drawings and specifications for any conflict, error4or omission and report such immediatoly In writing to KFC prior to contract award. Failing such notice the Confractor shall be liable for ail expenses, resulting from such conflict. error or omission. 6. It Is not time Intent of these specifications to restrict unduly the selection of •mtarlals and equipment, but to provide a standard of workmanship and poor Ioraence. 01hore a particular system, product or material Is specified by name, it shall be considered as best suited because of its quality, appear- ance or function In the sort. Other products considered equal to the speci- fied Item, by the Contractor may No used providing the Contractor shelf get is writing the consent of the Owner, KFC National Management Go., to make sexy sapstitatlons. If not approved, the Contractor shall furnish the specl- tied type. 7. Chs+ges In Work - Time Owner, without Invalidating the contract, may order changes In the work within the general scope of the contract consisting of additions, deletions or ottmer revisions, the contract sum and contract tire being ar.#justed accordingly. All changes In the scope of work must be discasswd with and agreed by the KFC Construction Manager prior to the Contra:v+,w rraseding with those modifications. All KFC Mork Authorizations sex -ass will be prevl6ed to the Contractor and serves as the official document ea°r~orlring the change :n the work. The subsequent KFC Change Order Form G- 't,i will be subeltted by the Contractor, with all appropriate substantiating ;9c ramrwraxm+tat9gwr, so that the Contract Sum miaht be modl?ied. B I M I NG [aim Akc I MSTR( I ON5 Bid tres and specific bidding Instructions may be obtained from KFC National s t Company. 1. The Contract shall be the `Construction Contract" as Issued by KFC. 7. Contractor shall secure certification of Inspections and occupancy from authorities having jurisdiction, and deliver them to the Owner upon cop Ie- tlom of the work. Contractor and subcontractors shall pay all required fees, obtain and pay for all permits required In connection with the execution of k 1 s wart. j'ECIFIGATIM JIVISIOM 1 - WRAI FI(II-1 WENT5. `.ECTION 01000 - S1MOM Of WORK I.0 Tho work in this contract consists of the construction and completion of a ran,taurant building, Including all Its appurtenances, site work, landscaping and any off site Improvement required or necessary, shown on the drawings; ail In accordance with these specifications and the accompanying drawings, excepting only those Items specifically shown, noted or specified as not in court r act. i 1.0 lork by Others (a) Freestanding 51gn: Refer to Site Plan. Rasponslbiilty for furnish- e Ings erection of the freestanding sign shown on ffn drawings will be with the sign company, as will be engineering requirements relative to sign and tooting. 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 Slone: Shall be supplied and installed by the sign company paid by KFC. (c) Site Sinn%: See Site Plan. Where drive-thru window signs are required, Contractor shall provide conduit and wiring. The bass shall be provided by sign company. Sign company will furnish and Install signs. (4) EGtilassent: 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 ail utility connect Ions, love IIr,g, adjust- ments, and flrAl instailation executed by Contractor unless noted otherwise. Quick gas disconnects are to be furnished by KFC and Installed by Contractor. (3) Recglpt 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 miss)nG or damaged times are observed, the receiving parson shall, a. Make a notat[or. of the dIscrepnncy of the delivery ticket. swetwuml, b. Call the dallvery carrier and advise nla of the problem. c. Call KFC Co-op (702) 459-7.'OC and advise the+ of The irobiom. + Aeiaaar cs ,y be furnished by KFC and installed by the Contractor. lho (antractor shall Install all srqulpment related to cooler and provido curbs to mount roof top compressor. At1.1Ines are to be connected and roof penetrations sealed and equipment made completely operational. (e) Contact KFC representative regarding questions about installation of equipment. Various equipment by others 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 01500 - TEYPORAPY FACILITIES 1.0 Furnish all labor, materials, equipment and services necessary to erect and maintain temporary facilities and perform temporary work required In the performance of the Contract and as described below: 1.1 SANITARY FACILIIIES, 1.2 The Contractor shall furnish, Install and maintain ample, temporary sanitary i facilities for the workmen. Permanent tollets Installed on this Project shall not be used during construction of project. Clean fresh drinking water shall be furnished by the Contractor. All such facilities and services shall be furnished in strict accordance with existing governing health regulations. 1.3 Beat - Contractor shall provide aft temporary heat required during the period of this construction. All costs of heat shall be borne by Contractor until Owner receives beneficial occupancy of the building, then the Owner will share heat cost on a pro -rate basis for areas occupied until Final Acceptance. 1.4 Electrical Service and Lighting - Contractor shall provide and maintain temporary electric service and lighting as required for construction and any equipment or fixture installation during construction by the Owner and his separate contractors, necessary for substantial completion of the work. Contractor shai) pay cost of temporary electrical service provided. 1.5 Trailer Storage - The Contractor shall provide a separate 251 long enclosed and secured trallor to the job site for receipt and securing various drop - ship Items supplied by KFC and other vendors. 1.6 Temporary Telephone - The Contractor shall provide a temporary teiaptn• can the site for construction use. 1.7 Removal of Temporary Facilities - The Contractor shall roaxwv temporary facilities upon completion of the project at no additional expense to the Owner. 1.8 Cleaning Up - Contractor at all tiers shall keep the premises from from accumulation of waste materials or'rubblsh 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 well as his tools, construction equipment, machinery and surplus materials. 1.9 Project Signs - No signs may be erected on the caw site uniess approved by KFC. D 1 Y I S I ON 2- S I IE AS>f2K SECTION 0205() - DEMOL 1 T 10N 1.0 Demolish existing structures necessary for the completion of the work, except as noted to remain. Notify all utility companies and arrange for cut off of all facilities and protect all remaining facilities. Remove all demolished material from site unless otherwise stated in the contract. i.1 All structures shall be removed to 11-60 below existing or proposed grade whichever Is greater. 1.2 All existing underground utilities shown are approximate and are to be verified by Contractor. KFC does root accept any responsibility for the accuracy of the location of existing utilities indicated on the Drawings. Verify location of existing utilities and exercise every precaution when working on or near these areas to avoid damage to those existing facilities. Utiilty lines may be encountered In excavation that were not knows: or shown to exist, so caution should be taken In all excavations. Active or Inactive utilities, encountered by the Contractor shall be handled In accordance with the requlreramnts of the utility companies. SECTION 021);) - CLEARING AND MIMING 1.0 CLEAR lira 1.1 Remove all trash, rubbish, shrubs, tross and stumps from entire lest unless noted otherwise on plot plan. 1.2 Protect against damage any lawns, shrubs, trees, roads, walks, ao<l oftener wcx-le that is to remain In place. 1.3 Topsoil to be removed to its entire depth from areas to be occupied by buildings, roads, parking areas and walks and legally disposed of, except that which Is to be placed In landscaped areas. 2.0 Wise LIgi 2.1 Remove stumps, roots, larger than 1' diameter, boulders, and existing construction not suitable for bearing to the following levels. 7.2 in areas to be occupied by Improvements to not less than 184 below subgrade. Stumps shall be entirely removed. 2.3 In other areas, not less than 6' below finish grade. SECTION 02210 - SITE GPM I NG 1.0 BENCH MARKS 1.1 Contractor shall establish two bench marks off site prior to excavation. Eievatlon of bench marks shall be coordinated with bench mark established b licensed surveyor paid by KFC and shown on site plan. 2.0 GRADING 2.1 Rough grade entire r--as of property t6 reasonably true and even surfaces. Slope ground away from building walls to facilitate drainage. 2.2 Roughjgrada areas outside building to the following levels. 2s2.1 To underside of paving, walks and other surfaced areas. 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 top%oll evenly over lawn and plantl,ng areas. Bring to finish grades ellowing for settlement. 1.0 Excavate f„%- buildings, structures and adjacent areas to grades and levels as indicated or required for foundation on plans. 1.1 Include miscellaneous excavation as Indicated on drawings or in specifica- tions for footings, steps, ramps, retaining walls, light poles, post holes, drywells, area drains, etc, excavation for pile caps If same Is required due to soil conditions. 1.2 Materials to be excavated are assumed to be earth or other materials that can be removed by power shovel or other normal excavating equipment, but not requiring the use of explosives or drills. it other Is encountered within the limits of the excavation, notify KFC Immediately. 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 from Injury during wort carried out under this contract. 1.4 Suitable bearing for foundations - All wall footings and column footings shall rest on soli having a minimum soli bearing capacity of 2500 Ibs par sq. ft. Provide compaction of existing subgrade soli and new till In compliance with AASHTO T-99, Method 0, also known as ASTM D698 (latest ad.) Method D. Fitt material shall be at optimum moisture content for conpactlon. 1.4.1 Cohesive Subgrade: 95$ compaction. 1.4.2 Cohesion less Subgrades: 100% compaction. 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 further until Instructions are given by authorized representative of KFC. 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 40 In depth and compact each layer with a mechanical taper, 1.6 Fill for unpaved areas shall be clean earth, tree of all objectionable foreign objects. 1.7 The Contractor- shali ho responsible for notifying KFC Immediately of any special soil or water conditions that are present on a particular site. Do not proceed with further work until so notified. 1.8 Contractor shall provide Owner with soil tests by independent laboratory approved by KFC on all compacted fill as follows: One Standard Proctor on fill m1mirial. Six density tests on c~ acted fill at locations directed by Owner. 1.9 All situ preparation data found in the drawings •rA/or specifications is int tc% to, a minimum recommendation. In cases ~ a the soils report recomanvor,ds cwwa rigid sadir defined preperatIcaea, time e_4,Atrsetnr shot follow the r 's racxwmondiotIons. SiCT10N 02?80 - SOIL POISONING (.0 Ccintractxr shall provide a c irate sixt::re ;2t Chior4ana and water to 51- 0' rutsldaa building limits. 1.1 Contractor %?%ail provldo a one year varr ;ty ,if tw-vfto w;a rtwenc by mom appIk atoxr opproyod by OUC. 1.0 j. 1.1 T.0 ,ems spociflied, paint striping so, ", etc. as shown on site plan. 2.0 MATERIALS 2.1 Subgre shall be free of ikxtran gas naterlal, proofroli loll subgrade with heavy, pnoaaratic-tired equ(pmari i ,Istely prior to placing stone base. Any soft or unstable zones detectaai t+ r'asLy should be undercut to firm soil any backfillad with engineered sart,a';If compacted as specified In Section 02220. TPm subgrade for all pa is shall be uniformly stable before any stone t-,a a Is Installed. No base tar.{t p shall be placed If the subgrade Indicates pumping. 2.2 Bass shall consist of 6• thickness of va"er banded lime stone, crushed rock or DGA. 2.3 20 thickness bltus inous concrete hot plant six t> s course and 1-1/2• thickness asphalt toop tng plaint mix shall be apF=i= over base. Mln)mwm trowW,oItvure at tlrea of piecoviont shata be 225'11'. 2.3.1 Coors* 'eate (ratalrwad cur the ilk _8 slew): ASTM C-131 aoc ra 'haae, 401 a*w 2.3.2 Sl&j7 Air cooled, blast furnace stab, with compo�tsd wo ght of not less then 70 prxsnds, AST% Gr29 ( latest ad.) 2.3.3 Fine Aggregate% AST% D-424 (latest ad.) whim o p:estic ty Index of not more than 6. 2.3.4 Fillers OkS114 D-242 (latest ad . ) 2.3.5 Bitusinoous ketorial. . Asot"Att .t AASHTO M 20 275' - 32.5' 1 ! - 00 Pon. A-STM D-946 (latest 2.4 Paint for pavement working shall be white non-roflective paint conforming to the raw ualrammnts of Federal Specification TT-P115c, 'Paint, Traffic, Highway, Whlts.* Paint shall be applied in accordance with the material manufacturer's roc, datlo€«s„ Width of lines shell bo four (4) Inches animss Otherwise 3.0 jMS LL fa ils 3.1 Surface preparation, spreading and laying, o:A0 ^,TImg and rolling operations shrill conform with Asphalt Institute recommenvad specifications. 3.2 inspac-t :sires to be ev%wd and Insure that all subgrade conditions are sufficiently carried out to Insure a good paving job. A finished surface shall not vary more than 1/80 In 10 feet when tested with a straight edge applied parallel with, or at right angles, to centerline of asphalt surface, hump; or depressions which exceed specified tolerances or which retain water shall be immediately corrected by removing the defective work and replacing It with now amlarial, at the Contractor's expense. 3.3 Lot core imtc,;ts %hall be taken at locations determined by the KFC rapresentativa to determine compllance.mlth these speclflcatr3RS. 2CT)ON 07720 - SITE DRAINAGE 1.0 Storm Severst Where a storm water drains" system is required the Contractor shall furnish all labor and materiels necessary to complete the system as required by local code, or as shown on the drawings. ).) Surfaces Dralnage: Contractor shall finish surfaces tq slopes Indicated on the site plan to obtain positive dralnege of the surface water. ,:: r, cr ,« Xaa; Contractor shall be responsible for preventing slit frog the site being carried by surface runoff and deposited on adjacent properiles and drainage courses. Settling ponds and/or hay bales arranged to filter out slit 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 02M - SITE LRILITIES 1.0 Gas, water, sever, telephone and electric service shall be connected to existing utlltles by Contractor as required by utility companies. DIY1510N 3 - CONCRETE SECTION 033QQ - AST -I H-PLACECOtKEE 1.0 GENERAL 1.1 All concrete work shall conform to all requirements of American Concrete Institute ACI 301. 2.0 KATIERIALS 2.1 All concrete shall be In transit mixed concrete, alr-entralned 0 ± 1$) and shall attain a minimum compressive strength of 3000 p.s.l. In twenty- eight (28) days. 2.2 All concrete shall comply to applicable sections of ASTM C-94 (latest ad.) for Randy Mixed Concrete, 2.3 All concrete shall contain not less than five bags of cunt per cubic yard. 2.4 Slump: Maximum allowable slump will be five (5) Inches. 2.5 Portland Cementt Grey Portland Cement, ASTM C-150 (latest ad.) Type 1. 2.6 Aggregates: ASTM C-33 (latest x:,' •(axlmum size 3/40. 2.7 Admixture: Air-entralning typo to, aeeat AS -TX C-260 (latest ad.) 2.8 Curing Compound: •Horneure• Ne, "C i X, as manufactured by A. C. ►ben Company. 2.9 Moisture Barrier: 6 mil polyethylene. Tape all joints. 2.10 Grout under steel plates shall be 'Embeco• (Non -Shrink Grout). 2.11 Sand: rw-d, durable, clean, sharp, natural sand free from clay, loam, dust or cM,anlc matter. 7,17 ketor. Clean, potable, free from oil, mclds, alkali, organic matter end II ,nor deleterious substances. 2.1j Reinforcing Stools Shall conform to ASTM A165 (latest ad.) Grads 60. 2.14 Steel Fabric Reinforcing: Conform to ASTM A185 (latest ad.) 2.1:5 ve Ta l Arcvs,"-w 11 a % T ra accordance with ACI 315 or as shown on drawings. All aCt*sscxiems :,imam# 0&stic coated lags. 3.0 : :"�LAIL tt L1 Slabst Compact and screed uniformly to grade. Push aggregate below surfaces with a screen tamper and screed. Follow srrooding with a bull float. Wood float and steel trowel to a ealform finish tree from trowel metrics, pinholes or blemishes. The surface plane tolerance for floor slab shall not amceed Vag In 10 feet when tested with straight alga. 3.2 Waikss Sidewalks shall be told over crushed stone subgrade or sand cushion fill. Walks shall be 41 thick reinforced by 6 x 6 W1.4/W1.4 M.F. and shall be broom finished. Walks shall have sawed or tooled joints 51-01 maximum with tooled radius edges. Install 3/80 exiloanslom joints at Intervals of not over 251-00 and similar joints at wells, curbs, etc. Clean and seal joints with sealant. 3.3 Curbst Install 31 V expansion joints, with non -extruding type bituminous pramolded filler strips filled with sealant. 201 o c. (sum.). 3.4 Dumpster Pad concrete and Drive Thru Concrete Aprons Shall be Integrally colored with •Kembiak• Deeds by Chain -Masters Corp or an approved equivalent. Cure with •polyseal•.- (Do not wet cure.) 3.5 All ro;6owe grade concrete surfaces and slabs shall be cured with curing rzwioovnd sprayed on In strict compliance with manufacturer's directions. 3.6 Concsarts Reinforcement 3.6.1 Relnforc=asment shall be uncoated and free from excessive rust, will scale, r oil, grvA��,4 and other deleterious matter. 3.6.2 Re I rR s ant sha I I be accurate 1 y poa 1 t i oned said sac vred. Support by ss'e, metal chairs, by spacers or by metal hangers. Reinforcing bars t.m>s;i tap 40 diameters at splices. 3.7 Wusther Requlresentst Do not six or place when atmospheric temperature will fall below 400F, or than conditions Indicate temperature will fall below 40'F within 72 hours. Concrete depositsd shall have temperature not less than 60'F. Rainforesmmntr forms, and ground which concrete will contact shall be completely free of frost. Keep concrete and formwork at a temperature not less than 50'F for not less than 72 hours after pouring. Comply with Requirement of ASTM 304, 305, 306 (latest ad.) for weather protection. 3.8 Concrete Testst Provide one set of four cylinders for each structural pour. Provide Owner with concrete strength tests by Independent laboratory approved by KFC. Cylinders shall be tested (one) at 7 days, (two) at 28 days with one cylinder held In reserve. Tests shall be made In accordance to AST% C31 and C37 (latest ad.) 01VISION 4 - MASONRY SECTION 04200 - (.HIT MASONRY REFER TO A4 FOR BRICK SPEC. 2.0 MATERIALS 2.1 Concrete unit Masonry 2.1 .1 Concrete masonry units shall be composed of a mixture of cement and a Ilght- weight expanded shale aggregate, and shall conform to ASTM Specification C- 90, (latest ad.) Type 1, shall be Grade N. 2.1.2 Furnish ail masonry units in the sizes and shapes as shown on the drawings or as required to corp lots 'the work. 2.2 For exterior walls matrix code F02 and FO?, see Drawings for brick specification. 2.3 Mortar 2.3.1 Mortar shall conform to ASTM peilgnatIon C-270 (latest ed.) Type S. 2.4 Masonry Reinforcement 2.4.1 'Our-O-Walla tTosi type design, 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. E a U W roc rD a sheet title project no M Z.4.2 Reinforcing steel for bond wane or other ICcat!cros 06Talia(v oo drawings shall boas specified In Section 03300 of this specification Sep for vertical reinforcing in exterior masonry block walls. 3.0 1NS?A ATIN 3.1 lay masonry In running bond, with full head and bed joints. (Soo drawings for 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 flb'er brushes. Remove mortar stains with cleaning compound, rinsing thoroughly with water. All finished surfaces shall be left unmarred. Q_IYISIOH 5 - META S SECTION 05990 - MISC271LANEOUS METALS 1.0 Xff-ML 1.1 All miscellaneous metal shall conform to the following codes and standards: a. RISC 'Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings." b. AWS "Code to Melding In Building Contructlon." 2.0 MATERIALS 2.1 Rolled steel shapes, plates and bars shall conform to ASTM Designation A36 (latest ad.) (36.000 o.s.l .) 2.2 Standard bolts and nuts shall conform to ASTM A 307, (latest ad.) Grade A hexagonal Mod. 2.3 Anchor bolts for securing wood plates to masonry bond beams shall be 3/8' diameter x 8" long galvanized steel "J• bolt similar to Heckman Building Products. Provide hexagonal head nut and 2" diameter plate washer. 2.4 Anchor bolts for socuring wood plates to masonry walls shall be 1121 diameter plate bolts similar to Heckman Building Products No. 169. Provide hexagonal head nut and 20 diameter plate washer. 2.5 Corner guard shall be Inryco-Mlicor Type. Materiel shall be 16 gauge stainless steel, No. 4 satin finish. 2.6 Galvanizing 2.6.1 Galvanize ferrous metal exposed to exterior, Inside mansard 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 •d.) 2.6.3 Small structural stool, shoot articles and rough hardware such as bolts, nuts and washers shall be hat dip galvanized in accordance with ASTM A386 (latest ad.) for assembled stool products. 2.7 Shop Priming 2.7.1 Shop coat ferrous metal with primer. 2.7.2 Overall appitcaton of brush or spray coat of red land primer shall be par Federal Specification TT-P-86. 2.7.3 Apply one flold coat of primer on ail abraded parts of built-in ferrous metals after Installation. DIVISION 6 - CARPEMRY SECTION 061DO - RO" CARPENTRY 1.0 GENERAL 1.1 Lumber shall conform to the American Softwood Lumber Standard PS20-70 and the National Grading Rule for Dimension Lumber. 1.2 Preservative treatments where specified shell be treated In accordance with the American Mood Preservers Association (AWPA) and dried to the original mosILure content specified for rough 16mber. 1.3 Lumber shall be seasoned to a moisture content (mac) not exceeding nineteen percent (19%). Mark lumber IS -DRY•. 1.4 Plywood shall bear the grade, trademark and panel Idontlflcatlon system of the American Plywood Association and shall conform to the requirements of Product Standard PSI for Costructlon and Industrial Plywood. Plywood which has any edoe or surface permanently exposed to the weather shall be exterior grade, regardless of appearance grade specified. 1.5 Lumber in contact with masonry, concrete, tlIs setting beds, grouts, etc., shall receive a non -leaching wood preservative treatment meeting the requirements of the American Mood Preservers Association (AWA) for Classification CCA Type B. When cut on the job, edges shell receive two costs 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 four (4) Inches wide, the lumber shell be one of the following species and grades: (stress values for single members) Southern Pine QQUnl s FI_e r South Nastern Hemlock light Framing (MC 19) light Framing (MC 19) Light Framing (MC 19) Construction (t(b)-1000) Construction (f(b)-1000) Construction (f(b)-920) 2.2 Prefabricated Wood Trusses 2.2.1 Prefabricated woad trusses shell be factory fabricated to the dimensions and configurations shown on the drawings, and shall be designed to support the design load; spocl'led. 2.2.2 The trusses shall be designed to root the applicable provisions of the "National Design Spsclficatlons for Stress Grade lumber and Its Fastenings,* MFPA and "Design Specifications for light Metal Plate Connected Wood Trusses," -Truss Plats Institute, Incorporated. 2.2.3 Design Load'- 2.2.3.1 Dead load shall Include but not be limited to the weight o! the wood joist, roof, roof dock, telling system, lighting system and mechanical distribution system. 2.2.3.2 Concentrated loud shall Include but not be Iimltnd to all roof .+punted or suspended equipment Indicated on drawings. 2.2.3.3 live load shall be a minimum live load In accordance to the prevailing codes and ordinances. 2.2.3.4 «,,Pl mrwk deflection of 1/360 of the span under total design load. 2.2.4 lumber for use In the wood trusses shall be the type selected and specified by the truss manufacturer. 2.2.5 The truss manufacturer shell design all truss accessories, Including permanent bridging and bracing. Contractor shall provide and Install all temporary bracing during erection and Instal( all permanent bridging required; and as shown on drawings. 2.2.6 Each truss shall be anchored to Its bearing plate with or» (1) preformwnd metal anchor per bearing. Metal anchors shall be type "DU) -AL -CLIP" by TECO Fasteners, "H2.5" ties by Simpson Strong Tim. or o. 555-4 by Heckman Building Products. 2.2.7 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, grads and size for each truss member, and design loading. 2.3 Plywood 2.3.1 Plywood for roof decks, parapet walls and unexposed conditions shall be APA Rated Sheathing, 32/16, Exposure 1, 5/8" thick. 2.4 Fasteners 2.4.1 General use framing nails shall be hot -dipped galvanized medlue dir.vrA d, point, flat head common nails. 2.4.2 Framing anchors shall be of the type specified Nereln or shown on plans, of Zinc coated steel, by TECO, Simpson Strong Tie, or Heckman Building Products. 2.4.3 Fasteners for wood grounds, blocking, furring, etc. shall be metal r.ar' �arw steel nails, expansion screws, toggle bolts, etc. Wood plugs are not acceptable. 3.0 INSTALLATION 3.1 3.1 Provide blocking or furring for anchoring light fixtures, outlets, equipment supports, mechanical openings, etc. 3.2 Install plywood with face gram across supports, using panels, continuous over 2 or more spans. Stagger panels at alternate midpoints. Allow 1/16 Inch space at panel ends and 1/8 Inch space at panel odges, in accordenc• with APA specifications. 3.3 Erect roof trusses straight, tar,», plump and In accordance with the spacings shown on the drawings. Do not warp or spread trusses for equiparnt clearances. Provide and Install ail temporary supports and bracing required during construction. SECTION 06200 - F 1 N i ;ER_CAEP)` MTJ 1.0 GENERAL 1.1 The work required by this section consists of but Is not llaltod to try following: a. Interior Mood Trim b. Front Counter and Counter Hood c . Mf ru :Ter Is desk d. _cw'lisent Stand 1.2 Cabinartry work shall conform to the Custom Grad* Standards of the American Moodwortkireg Institute. 1.3 Submit Cabinrtry shop drawings to KFC for approval. 1.4 Flold`verlfy all dimensions before fabrication. 2.0 MATFRIAI t 2.1 Interior wood trio shell De s ! indicated on drawings 101-04 or longer length. Grade: Stack to bo sgaJr• edged - Clear one side, two edges (CIS2E). serfaced four -sides (S4S) tq 3/4* x 3-112• or dimensions required. 2.2 Countr and cabinets surfaces to bo covered with plastic laminate shall be 3/4" Radius density particleboard conforming to C.S. 236-66 (Type 1-8-2). or 3/49 thick plywood. Counter vaiancm to be covered with plastic laminate shall be 5/8" sodium donslty particleboard or plywood. 2.3 Plastic lemlnato for general use shall be H-5 General Purpose Grade in color and pattern as shown on dr w ings. Plastic laminate for Interior of cabinets shall be V-3 vertical grade, in beigo color. QIYISION 7 - TFEFWL AN MnISTIr pfCTECTIeves SECTION 07710 - 13)I DING IleumATION 2.0 MATF�, 2.1 Perimeter Insulation sheII be styrofoem SM brand In 2e thickness. R-8.0 2.2 Masonry loose fill insulation shall be rot proof, vermin prone,. fire rsslstive, from flowing silicone treated vorwicwllte or peri a granules. Acceptable products are ■Zonolite• by M.R. Grace Company or .Porlito• by members of The Pr llto Institute. Install insulation in all atxterlor masonry block wells, filling Colts completely, and In full height of wails. 2.3 For F02 matrix aurterlor wells belt Insulation 60 kratt faced fiberglas Insulation. SECI10M 07500 - BUILT -LE M ING AND INSL TION 1.0 GENERAL 1.1 Roofing system shall be Installed according to manufacturer's specification for a 10 year guarantee roof for deck type shown. Provide vrl" on guar antoe from roofing manufacturer. 2.0 MATERIALS 2.1 Built-up Roofing 2.1.1 Bulit-up roofing system shall be Owens-Corning Fiborglas 331C or equivalent system ty Colotex or Manville Corp. 2.1.2 Roofing system components shall be as followst a. Steep Asphalt - ASTM D312 Type III (latest ad.) b. Asphalt Bitumen - ASTM D312 Type 11 (latest ad.) C. Felts - Glass Felt, ASTM 02178 Type IV d. Surfacing - Perna Cap - white 2.2 Roof Insulation 2.2.1 Roof in III tlon Type I shall be rigid Isocyanurate foam core Integrally laminat"d between skins of glass Ilbor facers a factor manufactured and Labeled It accordance with TIMA 281-1. 2.2.2 Roof Insulation Typo 2 shall be Parllt• (Expanded Volcanic Glass), or glass fiber In ulatlon board, rater absorption - max. 1.5% at 2 hours total Irm+erstcr, flame spread 25 or less - Factory Mutual - Class 1 ecceptance. 2.2.3 Total aged R value of both layers of Insulation shell be a minimum of 11.08. 2.3 Base Flashings 2.3.1 Base fleshings shell be one layer of Parses -flesh and one layer of Parms- cap or equivalent for use with parapet wall heights as shown. 2.4 Cantos 2.4.1 Cants r€ _:". read of asphalt Impregnated flberbor d Insulation with win J. x 'rv.a o, t," . 1 2.5 Curbs 2.5.1 Curbs for mechanical units shall bo revl•v 3 by roofing contractor to confirm their compatibility with the roofing systems . All conduit and pipe penetra- tions shall be within the curb area under dhe units. ► I fy KFC representa- tive of any discrepancies. 3.0 INSTALLATION 3.1 Install roofing system and Insulation In strict accordance with amsrwfacturer's specifications and instructions for 10 year guaranty type application for type of dock shown. 3.2 Install first layer of Type : insulation secured to the deck with square - or round head i• cap, amnuiar throaded fasteners or nails . Five (5) fasteners per 2' x 4' Insulation tcjard shall be used of sufficient length to penetrate dock at least 3/4•. Installation shall be In strict accordance with menu- facturer's Instructions and shall comply with F.M. 1-90. 3.3 Install second layer of Typo 2 insulation In a full mopping of step asphalt, 20 to 25 Ibs per square, In which, while hot, the insulation shall be emboddod. Th: units shall b• laid In parallel courses with joints In adjoining courses staggered. Each unit shall be tightly butted to adjoining units. Insulation shall terminato approximately one-fourth (1/4) Inch from vertical surfaces. 3.4 Starting at low point of roof three piles of Peru Ply-R in shingle fashion (Starter sheets roquir*,3), lapping 24 2/34 Into uniform solid moppings of hot asphalt, using as rxminal 25 lb/100 ft(2) per ply. 3.5 Embed 12-ft. lengths of Perna Cake s"-a•t Into a uniform solid w.>zp'ng of hot steep asphalt, using a nominal 25 Ib/100 tt (2). Perna Cap a:5ss,s shall be staggered 3 tt. Install In accordance with manufacturers recomwrndatlons. 3.6 Apply base flashing system to parapet well In accordance with manufactunser's written specification and instruction. Strip all side laps of Perm Flash with flashing cement reinforced with glass fiber. SECTION 07600 - SIEET ;_ 1.0 (E WRAj 1.1 The fabrication and Installation of sheet metal work shall be !n with the details on the drawings sod the `Architectural Shoot Metal Mwuad' published by the Shoot Metal and Air Conditioning Contractors National Associatloo.• : -; walat fleshings, downl.:_�ft'a< p.,*tvx �aFd trim tkA be fabricated from .' � w re point grip zinc 2 ; %;.tents shalI be fabricated In accormianca`with Plats 34, Figure 0 of (_14A) Architectural Sheet Metal Manual. Hangers shall be i/160 x 10 mar ;Ynnlzod stool, installed at not over 61-00 centers, and not less than (3) fh;" ;^ r lownspout. Fasten hangars to wall with non -corrosive fasteners. Lap downspout joints 1-1/20 minimum In direction of water flow. ".? sl)rrit shall b* Installed to confora with shapes mews sums as shown on n :a.. Lap ends ■Infous of 4 inches and seal contact surfaces with nt. Seal eta°ds by turning back 10 end set in plastic cement. r-- All dissimilar tertals surfaces; with mastic, or asphaltic point. ...4 All flashings shall be pain t *T specified to Division 9 and in strict sccwdonp with the color scrwtreia. SELiIDM 07710 - SySTl71 1.0 f Y" 1.1 ''!.• quinaard tuteeturer Is^«a;1 furnish end Install all :tees related to the d,xord systew as decal ird on Sheet A4 enc? A5 of the dr-ty aggs. Other shoat i�x"ial Item rilm-tang to Yee mansard systm shall be fwrx a� and Installed , the Confv° x,tor once Smoction 076(w),, 1.2 Thu ~sord system shall be cc0pstlt,4 vita- t S,c:id'Ing 044ails to insure a structurally sound, watertight bul#clog. 1.3 The mensrd system manufacturer my require additional horizontal bracing or stud wells other than the romilred structural bracing indicated on the drawing for support and sttscooaavf of the mansaraf system. 1.4 The manufacturer of the mansard systow shall furnish shop drawings to KFC Corp. shoring ,,*tells of the proposed Installation, support, support location, and anchor method. Furnish finish sample for approval by KFC. 1.5 20 Year Warranty 1.5.1 Manufacturer shall warrant that for a period of 20 years from the date of Installation the finish (hereinafter referred to as "coating")'of fluorocarbon with the epoxy primer coating rill nott e. crack, check, or peel (lose adhesion). The term "crack as used herein shall not include minute fracturing, exposed raw edges left as a result of roll -forming, embossing, and end-cu" Ing of the panels, which any occur In and during proper fabrication of the building parts: b. chalk In excess of eight (8) numb*rlcai ratings, when measured In accordance with the standard test procedures as spec IIIad under ASTM D- 659-44 (reapproved 1974), regardless of roof pitch, from 0' slope (horizontal) to 90' vertical, C. color change In excess of five (5) NBS units, regardless of roof pitch, from 0' flat to 90' vertical (measured on exposed coated surfaces, which have been cleaned of external deposits, as determined under ASTM D2244-68 and ASTM D-8822-60. 3 1.5.2 In the event that a coating failure occurs within this warranty, as outlined heroin, manufacturer will refinish or replace or otherwise restore any surface showing such failure and will assftms full cost of labor and materials ' for such ratlnlahinn. ranlaraarnt nr reainretlrwt_ 2.0 MATERIALS 2.1 Mansard systoo shall be composed of a prof InIshed metal board and batten panel. Panels shall be 20 gauge with baked acrylic finish on face 5Id• and wash coat on reverse. 2.2 Battens for panels shall be an Intogral part of the panel and shall be 1• x 2" located at 11-90 centers generally. 2.3 Kansard manufacturer shall furnish all mansard top and bottom trio, closures, etc. to conform to configuration as shown on drawings, speclflod herein, and as required for a complete Installation. 2.4 Mansard manufacturer shall conceal all fasteners possible. Any exposed fastener shall be colored to match panel finish. 2.5 The mansard senufctursr shall furnish watching synthetic enamel for panel touch up. 2.6 Panel finish shall be baked on acrylic enm I In special order color "Terra Cotta•. Top of mansard shall bo •Light Bolgo•. 2.7 The mansard manufacturer shall provide a one-year guarantee of materials and workmanship. 3.0 INSTALLATION 3.1 Mansard system shall be Installed by mansard supplier. 3.2 Provide adequate protection to prevent damage to mansard components during shipping and erection. 3.3 Separate elf dissimilar materials from aluminum covering with mastic or separatlon tape, or asphaltic points. 3.4 Erect mansard system In accordance with details as shown on drawings and in strict accordance with manufacture's Instructions. SECTION 07910 - SEALANTS r4 r . 1.0 GEWRAL �' x ... 1.1 The work required under this section Includes caulking of all joints around window, doors, storefront, expansion joints and as otherwise required for a ' complete watertight Installation and as shown on drawings. 2.0 MATERIALS 2.1 Exterior caulking shall be a one -part Thiokol bass Polysulfide or G.E. silicon* sealant, color to bs coepatlbIs with adjolntIng 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 quantities as recommended by manufacturer. Apply under pressure, tool slightly concave and trim afterwards. Clean all adjacent surfaces after caulking. 3.2 Provide closed call backer rods when requrlod by joint depth. DIVISION 8 -DOORS_ WINDOWS AND GLASS SECTION 08110 - STEEL DOORS A FRAW S 2.0 MATERIALS 2.1 Hollow metal frets shall be 16 gauge one piece cold roiled stool, mitered, fitted and continuously welded on the backside of the frm with all welds ground smooth. Furnish three anchors par Jamb. Reinforce francs for all hardware as scheduled. Shop prime with rust Inhibitive paint. Frames at exterior openings to be hot Biped galvanized. 2.2 Hollow metal doors (flush) shall be 1-3/40 thick, 16 gauge steel face sheet, $aimless wrap around typo, on grid or honeycomb core. Reinforce all doors for hardware as scheduled. Shop prime with rust-Inhlbltivo point. SECTION 08200 - 1i9CD DOORS 2.0 MATERIALS 2.12.1 Mood doors shall be solid core of the size and type as shown on plans, and shall conform to ~ I.S. 1-78. and AWI Premium Grade 13DO Series, Spec. '�'• Symbol PC. Thickness shall be 1-3/40. 2 22 ' Fad veneer for wood doors Including both..Jacrs and exposed edges, shall be Premium Grads Rotary cut Birch. SECTION 0UOO - ALLM1KX ENTRANCH FRAMING STOfEc,xwor wINIX15 AM rum 2.0 MATERIAL S 2.1 Aluslnua froming and windows shall be •Amerlite• flush glazed 30049 Series 15/160 x 2-i/40 aluminum framing. Finish shall be Psrmmw Ic 140 "Dort Bronx•. Rinforce all framing as required for doors and hardwaro as shown on plans and scheduled. 2.7 Logo Pone) Doors 1.2.1 Ali door and frm sections shall be extruded aluminum M-0063-T5 alloy; wostherstrlpping to be silicon treated plastic pli• maswfectured or equal to Anaconda Aluminum Division, Aar llts, P.O. Box 1719, Atlants, GA 30301, i- 404-691-V50. 2.2.2 Construetlom Oeslgn 2.2.2.1 All doors shall b• narrow stile with a 7-i/20 bottom extrusion and have provision for logo porch on exterior doors and bronze aluminum pans( on Interior doors. Doors shall be of mortised and ralnforce0 corner construction, assembled with 3/80 diameter steel tension rods. Offset trams mobs shall be 1-3/40 x 4-1/2• flush glazed sections with 1-3/49 x 4-1/20 tamlr transom bar and Iwoaders shall be i-13/160 x 4-1/2•. 2.2.2-2 PwWpoll bens shall have fwamd, comfortable grip; pulls with a contrasting sups to signal operationa•i end of doors and push bars with a contrasting horizontal stripe. Pulls and push bars shall have concealed mechanical fasteners on the strlk• side. 2.2.2.3 All vertical and horizontal door sections shall be Installed so as to recelwe Inflll thicknesses as Indicated In the glees and glazing sections of the specifications. Square aluminum horizontal, snap -In Bless stops and sloping, aluminum vertical snap -in glass stops, with a lock -In vinyl system, shall be provided to accommodate below specified Inflll thicknesses. 2.3 Glazing 2.3.1 Glazing shall be 1/4• safety glass (114• tampered as an alternate) Installed by local glazing contractor. 2.3.2 Logo Panml At Exterior, Type A Doors 2.3.2.1 Panel shall be red acrylic plastic with •Colonel's Mug• and 'Kentucky Fried Chlckon• embossed Into pan•I on both sides. Colonel's Mug shall always be noxt to pull bar with 'KFC boing In three levels adjacent to mug. Lettering to be whit* and mug to bo white and black. Panel as manufactured by Cummings Sign Co., furn1044 ny KFC, and Installed by the Contractor. 2.4 Finishes m m v 0 C i ;4 V • A sheet title a a W U r-� H )A project no. a a t e /Z � drawn by checked by sheet number SP2 2.4.1 All exposed surfaces shall iaa-v sacoth and from of distracting scratches and blemishes. Color shall be kienodic, conforming to Aluminum AssoclatkIn Standards of Architectural Class 1 anodic coding and shall be designalaaid a /80 Dark Bronze. 2.5 Hardware 2.5.1 Doors shall have maximum security deadbolt lock (pairs of doors with mullion or single door) or maximum security hookbolt lock and 18' lever type flush bolts (pairs of doors). Operating hardware shall be closers, thresholds, and 1-1/2 pair butts - 88 1191 Hager - 4-1/2 x 4 x RC x NRP x USiOB as suppiled by the door manufacturer. All push and pule hardware shall be of size and type furnished by door manufacturer. Closers shall fit property on doors and transits without overlap or overhang. SECTION 08700 - FINISH 1MExAf�L 1.0 fflfBAL 1.1 The work required under this section Includufs the furnishing of all materials required to complete the finish hardware as shown on drawings, specified herein, or as required for a complete Installation. 1.2 The hardware supplier shall furnish a finish hardware schedule listing all materiels by sets. 1.3 The hardware supplier shall furnish hardware templates to the door and frame manufacturer. 1.4 When the hardware is delivered to the job, the Contractor shall receive It, Check it against the hardware schedule, and store It In a safe place under lock and key. After Installation, protect all Items against damage until final inspection. 1.5 All locks shell be furnished with two keys, tagged with door numbers. Locks shall be of the removable core type, furnished by Falcon or Best. All locks shall be keyed alike. 2.0 MATERIALS 2.1 See Drawing Sheet No A9 for schedule of hardware by sets and list of manufacturers. SECTION OBBOO - GLASS A"D GLAZING 1.0 CE NE A I 1.1 All glass and glazing shall be In accordance with the 'Glass Manual• or the Plate Glass Marketing Association, latest edition. AYi glass shall meet Federal Specifications OD-G-451d and ANSI 297.1-1972. 2.0 MATERIALS ALS 2.1 Setting blocks shall be rubber of 70 to 90 Ourometer Harness. 2.2 Glazing compound shall be DAP Fiexlglaze Compound No. 1231 or equivalent. 2.3 Glazing sealant shall be one pert acrylic base sealant. 2.4 Insulating glass for windows shall be two sheets 3/16' clear float glass or tempered where required by code sandwiching 1/4' x 5/8" aluminum muntlns (as detailed) white color. Unit shall be factory fabricated with the captive air dehydrated. 2.5 Glazing for entrance door shalt be 1/4" safety glass (1/4" tempered as an alternate) Installed by local Glazing Contractor. DIMON 9 - FINISHES SECTION 09220 STUCCO - FOR FO1 EXTERIOR WALLS STUCCO FINISH DOES NOT APPLY TO THIS JOB 1.0 GENE PAL .1 Stucco shall be 3/4' thick over metal lath attched to masonry block 2.0 MAT P,LA LS r 2.1 Scratch and brown coat mix Mortassal Mason's Lime with Portland Cement and sand in accordance with ANSI A 42.2 Type 1. 2.1.1 Scratch Coat - I bag Portland Cement, 3/4" bag lime, 5-6 cu. ft. of sand. 2.1.2 Brown Coat - i bag Portland Cement, i bag lime, 6-7 cu. ft. of sand. 2.2 Finish Coat shall be "Oriental" exterior finish stucco as manufactured by U.S. Gypsum. Stucco shell be mill mixed and applied In accordance to,. manufacturer's Instrucltions. 3 finish Shall match KFC sample :" � � 19 � � i � � I t o'�w,'#. 4 . .. e.' 5:' ' LT V. 2.4 Preparation shall be performed on job site as follows 2.5 Motel Lath - USG expanded metal stucco mesh (1-5/8" x 3-1/8" diamond mesh)'" applied with minimum 1-112" galvanized self furring nails.. w, -6 2.6 Tie Wire shall be annealed, galvanized, 18 gauge p 2.7 Corner beads I type, -expended total 1Aangas , galvan lzed. �X 2.8 Casing beads 166 type, expanded metal flanges, galvanized. 2.9 Control joints, expened instal flanges, galvanized, 28 gauge. 3.0 INSTALLATION 3.1 Do not apply plaster when temperatures are below 50'. Finish shall be a three coat process totaling 3/4" In thickens: measured from sheathing. Molst cure each base coat at least 49 hours; extend In hot, dry weather. Dampen each coat prior to applying next coat. Cure base a minimum of 7 days ` before applying finish coat. 3.2 Apply scratch coat to form full keys on metal lath, then cross -rake. Apply brown coat, rod and derby (without additional eater) to true, straight surface. Leave rough for fln(sh coat. Finish coat shall match KFC sample, 3.3 All external corners shell have corner beads and there sha'1 be asing beads at juncture with different materials r-rla,azryr%t,pkg ,="Ek; SECTION D9260 - GYPSLM SCARD SYSTEM 2.0 MATERIALS 2.1 Wallboard 2.1.1 Wallboard shall be 5/8' thick, Gypsum wallboard with tapered edge. 2.1.2 Fire resistant wallboard shall to 5/8" thick (Type X) where celled for on drawing. 2.1.3 Moisture resistant gypsum board, 5/8' thick of maximum permissable lengths, ends square cut, square edges, where shown or the drawings. 2.1.4 "Wonder -Board" 7/16' thick as manufactured by Modulars, :nc., Hamilton Chlo. Fasten with 1-1/4" bugle head Type S, hlgh-!ow scree. 2.2 lx.,.�<. 2.2.1 Screws for securing weI[board shell be I USG Brand Type S Screws. 2.3 Corner Beads 2.3.1 Corner Beads shell be Standard Wallboard Corner Beads with 1" x i" galvanized steel, perforated flanqes. 2.4 Metal trim - USG No. 200-A galvanized metal trim. 2.5 Joint Reinforcement 2.5.1 Joint reinforcement shell be US Gypsum perforated tape. 2.6 Joint Cement 2.6.1 Joint treatment cements shall be US Gypsum joint and topping compounds. 1.7 Adhesive 2.7.1 Adhesive shell be U!S Gypsum drywall adhesive. 3.0 APPLICATION 3.1 The Contractor shall check the alignment of tramming members and make necessary adjustments before proceeding with application of the wallboard. 3.2 Wallboard shall be applied with the reverse side against the studs and with the separate boards In moderate contact. In no case shall the boards be forced Into place. End joints shall be staggered. 3.3 Wallboard shall be applied with long dimension perpendicular to studs. Wallboard shall then be applied with screws 12' o.c. along the studs. 3.4 Corner Beads 3.4.1 All external corners shall be provided with corner beads as specified. 3.5 Compounds 3.5.1 Joint compound and topping compound shall be mixed In accordance with printed Instructions contained on the package. Use three steps and sand after each step. 3.6 Workmanship 3.6.1 Drywall shell be aligned and finished so as to present a smooth uniform surface for painting or decoration. Screw heads shall be slightly depressed but not penetrate surface of drywall. SECTION 09280 - STEEL STUD SYSTEM (FOR O`si%} V E02 EXTERIOR WALLS) 2.0 MATERIALS 2.1 Provide metal framing materials In accordance with Gypsum Associates GA-216. 2.2 Steel studs shall be 25 gauge, style ST 3-5/8", galvanized. 2.3 Studs shall be spaced at 16' D.C. 2.4 Steel Runners - 25 gauge to match studs. 2.5 Fasteners and anchorages - GA-216. 2.6 Furring shall be USG - galvanized metal furring channel. 3.0 INSTALLATION 3.1 Erect metal freeing in accordance with ASTM C754, true to lines and levels to provide surface flatness with maximum variation of 1/8" in 10 feet. 3.2 Extend studs above ceilings and provide and Install additional bracing and anchorage to root framing system. 3.3 Install blocking or steel channels to suds for support of accessories, fixtures, shelving as required and/or as shown on the drawings. SECTION 09310 - CERAMIC 1.0 (EtC RAL 1.1 Ceramic the shall be domestic manufacture, standard grade, containers sealed In accordance with "Simplifled Practice Recommendation R-61-6i and Federal Specification SS-T-308b". _0 MATERIALS 2.1 Wall file shell be 4-112" x 4-1/2' x 5/160, cushioned edge, matte glazed. 2.2 Trim shapes shall be same material, color and texture as the wall tile. 2.3 Adhesive material shall be Latex -Portland Cement Mortar in accordance with ANSI A118.1, thin set bond coat, cementlous mortar. 3.0 INSTALLATION 3.1 Install ceramic wall the In accordance with ANSI A108.5. 3.2 Jgfa61con which Installed shall be clean, sound and free of coating, olI, 3.3 Cut and fit tight to protrusions end perpendicular Interruptions. 3.4 Form Internal angles square and external angles builnosed. 3.5 Allow file to set for minimum 48 hours prior to grout. u CT i ON 09 `30 - OUARRI' T I LE 1.0 (TWML 1.1 Furnish and Install all quarry file and bass Indicated or specified. 2.0 MATERIAL . 2.1 The floor and cove•bmso shall be of the size, color, design and manufactured by the Company as shown on the drawings. 2.2 Grout shall be custom color as shown on the drawings, acid resistant hydroment joint filler as manufactured by the Upco Company, Cleveland, Ohio. 2.3 When 6" x 6' x 1/2" unit size Is not available, the alternate shall be 4" x 8" x 1/2" unit size. 440t l 2.4 When "cushion" edge the Is not available, straight edge the will be acceptable for the specified for Dining Room. 3.0 INSTALLATION 3.1 The Handbook for Ceramic Tile installation, 1982 by Tile Council of America, Inc, shell become a part of this Specification Insofar as It applies to this work and all quarry the shall be Installed In accordance with applicable requirements. Thin set F131-82 or Mortar bad F132-82; See Finish Schedule. Use Impervious water prtar throughout. 3.2 Minimum joints of i/8' with no Joint over 1/4' permitted. 3.3 Upon completion, all the surfaces shall be thoroughly coated with neutral cleaner such as American Olean General Purpose cleaner or MIIIyard Super Shine AIL. CFCTION 09510 - ACOUSTICAL CEILING 1.0 SQL i.1 Furnish and Install all acoustical ceiling Indicated or specified. 2.0 MATERIAL 2.1 2' x 41 Lay -in Tile shell be 24' x 48' x 1/2• thick washable white vinyl coated glass fiber reinforced gypsum panels; 'Vlnylrock" Type F 1-23 as manufacturered by Acousllflex Corporation, Plainfield, Illinois. 2.2 2' x 41 Suspension System shall be as manufactured by Roper -Eastern Products, Baltimore, Maryland or equal, In white baked enamel finish. The system shell snap -together, with main runners at 41-0" and cross tees at 2'-0' to form the 2' x 41 module desired. 2.3 2' x 21 Lay -In Tile shall be 24' x 24' mineral fiber panels, flames spread rating of 0-25, Class 25. 2.4 2' x 2' Lay -in Suspension System shell be as manufactured by Roper Eastern Products or equal; double web construction. Finish shall be baked enamel. The system shall be with main runners at 21-0' o.c. and cross tees at 2'-0" o.c. to form the 21 x 1' module desired. 3.0 INSTALLATION 3.1 Installation Is to be in accordance with manufacturer's racoeaendatIons. See plans and schedule for location and rate electrical plan for layout. 5ECTION 09900 - PAINTING 2.0 MATERIALS 2.1 All materials used under painting contract shall be by specified ` manufacturer, and shall be delivered to the jot 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 temporeture 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 end wood after doors have been fitted. 5.3 All metal surfaces shall be solvent cleaned to remove grease and oil and shall have all loose rust and scale removed before painting. New galvanlzo Iron surfaces shell be further cleaned with a strong detergent such as Trlsodlu■ Phosphate, or Galvanize 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 spelled. 3.6 No Interior painting or finishing shall be permitted until the Owner so authorizes. Follow manufacturer's printed recommendations for drying time before succeeding coats may be applied. 3.7 After Interior prime costs--hmve been applied, all remaining necessary puttying or speckling of nail holes, cracks and blemishes shall be done. All patched areas shall than be primed. 3.8 Before e:my 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. 5.10 Basis of Quality BENJAMIN GLIDOEN MOORi PAINT PITTSBURG Orr COLORS NLMEERS NUMBERS PAINTS i. KFC RED MI 0-1I II iN-31 /KFC-5 /1 KFC RED 2. KFC TERRA COTTA M-P-M it IST-2 fKFC-4 /2 KFC TERRA COTTA 3. KFC LIGHT BEIGE M-O-M 11 ICS-60 fKFC-1 /3 KFC LIGHT BEI(E 4. KFC DARK BE I (E 14 0 11 11 /CS-64 iKFC-2 /4 KFC DARK BF I GE 5. KFC DARK BROWN M-0-M 11 /ET-13 PKFC-3 15 KFC DARK BROWN 3.10.1 Exterior - Tower Trim ("toI) (if new gaivanlz*e metal, prepare surface as described In 3.3 above) First Coat: •Rol ardo Rust Inhibitive Metal Primer -Whits 116301 tinted to Mellow Beige. (Formula on Color Chart). Second Coat: Moorgard Latex House Paint - Dark Beige M-0-0 II ICB-64 • If new galvanized metal, use Ironclad Latex Galvanized Metal Primer i15500 tinted to Mellow Beige, Instead of Refordo. 3.10.2 Tower Roof Stripes (It not preflnishod or If In need of refinishing) First Coat: Rotrdo Rust Inhibitive Primer - Red 016320 Retr do Rust Inhibitive Primer - White 116501 Second Coati Moorgard Latex House PsIat - ill 41 11 IM-31 (Red) Moorgard Latex House Point - 010501 (White) Strip In equal proportions according to plans. 3.10.3 Stan Doors and Frames Interior First Coat: Moore's AlyHud Enamel underbody tinted to approximate shade of finish coat. Second L Third Coati Moore's Satin Impervo teasel Exterior f First Coati Moore's Alykd Enamel underbody tinted to approximate shade of finish coat. Second L Third Coots: MooreGlo Latex and Trim Paint 3.10.4 Exterior Sign Post - Light Pole First Coat: Ratardo Rust Inhibitive Primer Rod - /16320 Second Coat: Moorgard latex House Point - N 0 al II fET-13 3.10.5 Interior Wood Trim and Wood Doors - Stained and Varnished First Coat: Benjamin Moore Seal -Transparent Stein to match colors of stains Indicated on Interior finish drawings. Second Coat: Benwood Urethane Low Luster Clear - 143500 Third Coat: Benwood Urethane Low Luster Clear - 143500 3.10.6 Interior Wood Trim - Painted First Coat: Latex Enamel Underbody /1 Base tinted to approximate color selected. Second Coat: Ragat Aquavelvet Eggshell Enamel. (Match color of laminated plastic where required.) 3.10.7 Downspout First Coat: Rust Inhibitive Metal Primer - White 115301 tinted to KFC Light Beige Second Coat: Moorgard Latex House Paint M-O-M /CB-60. 3.10.8 Exterior Pilaster (Stucco) First Coat: Moorgard Latex House Paint - Dark Beige M-0-44 II /C13-64. Second Coat: Moorgard Latex House Paint - Dark Beige M-0-N 11 ICB-64. 3.10.9 Exterior Walls (Stucco) First Coat: M(ocrgard Latex House Paint - Light Beige M-O-M II ICB-60. Second Coat: Moorgard Latex House Paint - Light Beige 16I-0-161 II /CB-60. 3.10.10 Interlor Masonry Block First Coati Moorcraft Block Filler 114501 Second Coat: Tile -Like Catalyzed Architectural Coating Enamel Base Light 137190 Tinted to Antlnque Ivory M-29. 3.10.11 Interlor Drywall (To receive vinyl wall covering) First Coati Benjamin Moore, Moorecraft Alkyd enamel underbody. 3.10.12 interior Drywall First Coate Latex Quick Dry Prime Seal Second Coati Moorgard Impervo Enamel 3.10.13 Interior Drywall (Indicated to receive epoxy) First Coati Moore's Quick Dry Prime Seal i20100 Second Coats Tile -Like Catalyzed Architectural Coating Enamel Base Light 137190 Tinted to Antique Ivory IL-29. SECTION 09960 - YINYL MALL COYERING 1.0 GUEPAL 1.1 Furnish and instal i all vinyl wall covering Indicated or specified. 2.0 MATERIALS 2.1 Adhesive shall be compatible with well surface and vinyl well covering, as recommended by the vinyl wall covering manufacturer. 3.0 INSTALLATION 3.1 Yinyl wall covering and adhesive shall be applied In accordance to the manufacturer's written Instructions. 3.2 Primed drywall surface required, see Division 09900, item 3.10.10 DIVISION 10 - SPECIALTIES SECTION 10350 - ALUMINUM FLAGPOLE (OPTIONAL) 1.0 GENERAL 1.1 This section consists of furnishing of all materials, labor, equipment and related Items required to complete the work Indicated on the drawings or specified herein. 2.0 MATERIALS 2.1 Basis of Quality 2.1.1 This section of tM-c;oclficatlon and drawing details are based on the design standards and features of Baartol standard, seamless extruded aluminum, tapered, ground set flagpole as manufactured by Baartol Company, Inc., Kenton, Ohio. 2.1.2 Similar and equal products of Acme Flagpole Division of John E. Lingo and Sons, Inc., Babcock-Oevis Associates, Inc., or Concord Industries, Inc., Aabec Pole Division of Morgan-Francls Co., IOac., are acceptable provided such products met the minimum requirements of this section. 2.2 Flagpole 2.2.1 The ground set, standard -seem less tapered flagpole shell be extruded 6063-T6 aluminum tubing with a minimum wall thickness of .188 Inch. Taper portion shall have an approximate conical toper of 1' per each 5-i/2 feet of length. 2.2.2 Exposed height of flagpole shall be 30 feet with a total overall one place pole length of 33 fart. Outside butt diameter shall be 60; top shell be 3- 1/20. The pole shall have a tapered length of 131-9' and a cylindrical length of 19'-30. 2.2.3 Pole finish shall be equal to Bear -tolls "Lustretex" polished and waxed. The portion of pole below grade shall be heavily coated with black asphaltum, both Interior and exterior. 2.3 Foundation Tube 2.3.1 Foundation tube shall be fabricated with 16 gauge galvanized coorugated steel tubing welded to a steel bass plate. The base plate shall have a minims of four wedge plates welded In bositlon to receive and align the pole. The corrugated tube shell have aR Inside diameter of 100; the base plate a minimum of 14' x 14' x 3/80 }hick. The base plate, 7" x 3/8" thick steel, shall be attached to a 3/4' glameter lightning ground spike. The spike shall also be attached to the tube bass, 2.4 L , G 0 m d ca v 0 c • Z on* ON �Z W W M'm4 A a a W M� a sheet title project no date i= drawn by checked by sheet number SP3 3 I 2.4.1 In addition to the stanoaro grounding, provide a 3/4" diameter galvanized steel rod, 8 feet long. Attach the rod to the pole by weans of clamps and 112" stranded copper cable. 2.5 Fittings 2.3.1 Ball - 6" diameter, 114 gauge spun aluminum, mounted on a 3/4" aluminum tube. 2.5.2 Truck - Standard size all aluminum tr:xk stainless steel ball bearings, with double 2-112" diameter aluminum nylon trushed sheaves. 2 f,4 Halyards - Provide one (1) set, with alualnum swivel snaps for securing the #1 Ful-nish 3/16" diameter nylon coated galvanized aircraft cable halyard sm1t four (4) white vinvl snap covers. is'3:d Ctoits - One (1) s' cast aluminum, secured to pole with 3/8" flat he ad mad '414trinu■ mach!ne screws. Furnish one (1) cast aluminum cleat cover box with coo Baled hinge hasp staple and padlock, secured to pole with 1/4" flat head 1111 inua machine screws. Cleat cover box finish to match pole finish. ."3. Is cnd Flash Collar - Cast aluminum similar to style "FC" as manufactured by Baartol Co., Inc., of Kenton, Ohio. Tffa'excavatlon shall Se at least four times the pole butt diameter at the om and five times the butt diameter at the top and 31-6" deep. At -ter setting the tube In the tole as per nnufacturer's detail and making certain that the lightning rod Is in place and fastened to the tube with specified Copper wire, fill the hole with concrete, to within 4 Inches above the finished grade and crown. Concrete shall meet applicable requirements of Section 03300 of this specification. 10R1h - TrilICT r?Mu .rrrccnolrc octet Room Accessories shall be as scheduled on the drawings. INSTALLATI-)N ((aF(�iforce wall as required to support grab bar at wall. n rvice Equipment, Exhaust Hoods - See Division 1 General Requirements. -S_M 1� ltiLVv - nln WiL1l I IVr4II4U rt Al 114U AN7 VFnfIIIAI ING .4 work Included under this Division consists of providing labor, materials, appliances, equipment, tools, transportation, superintendence and services required to construct and Install complete and r omp proper operating mechanical systems as specified. Indicated, and elsewhere required. 2.0 EXAMINATION OF S1TF 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 amid appllcances shall be new and of best quality unless otherwise Indicated. 3.2 Determine that proposed equipment can be Installed In space available. Install equipment to parts are readily accessible for Inspection and meIntenance. Extra compensation rill not be allowed for dismantling equipment to obtain. entrance Into bLliding. 3.3 Materials shall bear Und*rwrlters' Label ~a such standards have been established and listed by Underwriters' Laboratories, Inc. 3.4 Materials, equipment and appliances shall conform to latest standards of: Air Moving and Conditioning Association, Inc. Shostgetal and Air Conditioning Contractor National Assorletlon, Inc, American Notlonai Standards Institute American Society of hosting, Refrigeration and Air Conditioning Engineers American Society of Mechanical Engineers American Society for Testing Materials National Electrical 14anufacturor's Association Air Conditioning and Refrigeration Institute 3.5 Use extreme care In selectlon and Installation of equipment to Insure that noise and vibration are hold to absolute minimum. Correct objectionable noise and vibration. Provide vibration eliminators required for proper results. 4.0 1EFNITS_ FEES AM CODES 4.1 Cost for all fees, permits, tests and Inspections shall be paid for by this Contractor. 4.2 Installation shall be Inacccordance with applicable codes and regulations Including: City and/or Gauntry Building Inspector National and Local Electrical Codes National Fire Protection Association State, County, and City Department of Health State Plumbing Cod• Air Pollution Board State Building Code O.S.H.A, Code 5.0 COOPF P,A TE WITH Mfg MADES 5.1 Make known arrangement of work and check arrangement and locatlon of other trades to avoid conflicts. Examine drawings of other trades to determine exact equipment locrtlons for rough In, 6,0 OPERATING INSTPLI"Tl:NM 6.1 Mechanical Contractor shall provide to Owner oyeratlon and maintenance manuals. Contractor shall Instruct Owner cr Owners represenfatl,,♦ In opure- tion of all equipment. 7.0 7.1 Notify Owner twenty-four hours In advance when I In D D g or equipment Is to be tested, before piping Is Insulated or concealed, and before tranchns are backflll*d I� R" 7.2 Falling to cmmmply with above, Contractor shall uncover and retest IInost, 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 complete and ro w irements of contract have been fulfilled 1 ... _. y8.0 TING Ati4 PaTCUT, , �.- 8.1 Uniess otherwise Indicated, do cutting and patching required for Installation of work. r '"'r ' gel �a� k' ,° , „ ,, it I i,*� � .,[,l ,,�:.. 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 ` ``,.)1g'}s*", `.,. 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 i ',"' the application of Insulation. Install In accordance with manufacturer's recommendations and as approved by Owner. 9.2 Johns -Manville, Owens -Corn lRg Or equal h .. IK lml rf Hil�(a�i'i�`Im,i �yaat¢'t� tl 9.3 Except ttrer "ui and of ac�� I t re hazy fl earl, A for '' ion and 7! re..:. apt s- lope, r no exceed 50 f 9 ''q co in s' laming droplets i< �)`suD I their sh _C=`-9.7 Duct lining - Shall be Jo hns-Mansvill• or equal, applied with sound lining I t adhesive and metal pins. Sound lining shall be 1" thick Install In supply air ducts, return air ducts and outside air ducts. 9.8 Hound Ducts shall be externally Insulated with 1" thick flexible blanket with Integral vapor barrier. 10.0 SIfE T TA1 10.1 Low Pressure Duct•York: Ducts shall be constructed of galvanized steel i unless otherwise Indicated of not less than the following gauges: Eectenaular: H. S. Std. Galloe Haxlmum Slze 24 0-30 . , ... 22 31-54 Pound- 26 0-12 10,2 Exhaust duct work for the kitchen exhaust hood shalibe constructed of black u Iron sheets with all welded Joints. Install ductwork so pockets are not forged. Pitch duct back towards hood. Atter welding Is complete, Joints shall be wire brushed and painted with two coats of zinc -rich rust -Inhibitive paint. Ducts shall be constructed of not less than 16 gauge. Entire Installation shall comply with requirements of NFPA 96. 10.3 Type of Joint connections, bracing, construction, etc., shall be in accordance,with the latest edition of the ASHRAE Guide published by the American Socllty of Heating, Refrigeration and Air Conditioning Engineers, Inc. Ducts shell be substantially air tight. 10.4 Provide flexible fireproof canvas Joints In duct connections to fans and units and where Indicated on drawings. 11.0 TURNING -VANES ii.1 -Where indicated. 12.0 FIRE DAWERS 12.1 Shall meet or exceed tFPA, Bulletin 90A specifications. Install In fresh air Intake whore required by local code. 13.0 BACK DRAFT DAwEgs 13.1 Install In exhaust air duct at fans noted and In return duct at roof top units. 14,0 (ill FS gEGISTEgS AND OIFF tSFRS 14.1 All grilles, registers and diffusers shell be manufactured of extruded aluminum and shell be furnished In colors noted In schedule. Units shall be as manufactured by Carnes, Titus Manufacturing Corpl., Berber-00leaen Company, Conner Manufacturing (b., or approved equal. Units shall be surface or toy -in mounted as noted in schedule. 14.2 Square calling diffusers (4 way pattern) shall be of the fully adjustable typo to allow complete adjusting of air pattern from horizontal to vertical throw. Units shall be equipped with a separate air straightening van*, 14.3 Calling diffusers requiring one, two or three-way air patterns shell be of the fixed pattern type with a separate air straightening van*. 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 Air distribution manufacturer shall submit to Owner a complete schedule, shoring model number, air pattern, CFM, pressure drop and throw. 14,6 Sam schedule on plans for slz*s, cpscltles, model numbers and colors. Colors shall be as r*qulrod by Owner. Submit shop drawings. 14.7 Paint fiat black all visible shoot metal behind grilles, registers and diffusers. 14.8 Provide Manuel Bulancing Dampers (MVO) In ducts where shown on plans. ,it',Ui FLASHING$ ' ' i'r ir'tya y" vv'rt i rNl I,i 15.0 �..�ar,r.fr�f.�N.."� s,. 15.1 Ducts and pipes through wells or roof shall be property flashed and j countortlashed. I . 1 11 ,. „„e„ t ,�J .... ,... 16.0 SP 1 N F 1 TT I NGS �' rk 4 ,r. ��i" k I` 1 16.1 Where flexible duct Is connected to rectangul SM-ID. 17 sure flexible duct shall be a factory fabricated assembi6y Inc -coated spring steel helix, non -perforated Inner liner, wrapped Col h thick by 1 Ib./cu, ft. density fiberglass Insualtlon 11 be sheathed In a vapor barrier Jacket factory sealed Ion, thus assuring the vapor resistance of each s lated Installation. The y, _'. ,y composite assembly, AAludl 1' errlor shall meet the Class i requirements of K led by Undorwrlter's Laboratories, Inc., °less, and a smoke developed rating of 50 connection Insulated menu tact u sing Iated 5 ksi°n %,°W rD S bs 1 r.' ( roof d in a fully extended condition` of sags ■ length required to sake the action. Ired, flexible duct shall be suspended on 3.60 flat banding materiel. All Joints and lfn,wide positive locking steel straps. duct shall be Genflax Type SL-1 as ronment Corporation, Glendale, Cai!fornla, T" 4'+NW'� Tti"°'s"n aluminum dome shad#' n separate compartment ter jb* Greenheck or equal. provided with ude an Iq, 00 of cu . �:,�" ,r R44FTOP Al IONING UHITS I Furnish and inst -Al self-contained completely packaged year round heatinq and cooling units. Units shall be designed, constructed, rated and tested in l accordance with AR1 Standard 210. Units shall have minimum energy efficiency ratio (EER) of 7.0. Units shall consist of compressors, cooling coils, drain pan, condenser col Is. condenser fans, supply air fan, motors and motor starters, filters, two stage gas fired heating, control wiring and piping all enclosed in a weather proof enclosure. Provide full perimeter curb between unity and roof which shall provide strong water tight support for unit. Curb design shall comply with National Roofing Contractors Association requirements.Units shall be General Electric, Carrier.Trane, York or approved equal. Unit Enclosures i i Enclosure shot be steel with factory applied corrosion and weather resistant finish. Provide gaskoted removable panels or access doors for access to all Internal parts. All Joints "it be air and rater tight, .2.2 Enclosure shall house all components of equipment, piping and controls. ).2.3 Enclosure shall be Insulated to limit heat transfer and prevent condensation In all areas of contact with conditioned or return air streams. j,t]l Compressor Section 1 Compressors shall be of the hermetic type and shall be complete with Internal thereof and overload protection in each log, crankcase heaters and service valves. Provide standard 5 year parts and 1 year labor warranty. .3.2 Compressor controls shall consist of low pressure cutout, high pressure cutout and high pressure relief. 20.3.3 Magnetic contectors for compressor motors shall be located In unit control pane1 . 20.4 Condenser Section 20.4.1 Condenser toll shall consist of non-ferrous tubing with mechanically bonded aluminum fins.:'.; I „: 20.4.2 Condenser fans shell be propeller type. Fan motors shall have thermal and overload protection. Magnetic contactors for fan motors shall be located In unit control panel. 20.5 Evaporator Section 20.5.1 Evaporator coils shell consist of copper tubing with aluminum fins mechanically bonded to tubes. Coils shell be provided with expansion valves, liquid Iln* 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 cateloged If%. Magmatic contactors for fan motor shall be located In writ control panel. Provide Controls to prove fan operatlon before heating or cooling can be energized. These controls shell also shut off heating or cooling in event of low air flow. 20.5.3 Provide drain pan under cooling Boll of edoqualo tine to catch all coil condensete. Pan shell be zinc cooled steel with heavy coat of Insulating sealer. Provide pan with drain line connection and galvanized threaded trap. 20.6 Masting Sectlon 20.6.1 Noating section shell consist of two stage gas fired heat mmchanger ccapiete with required gas valves gas piping, factory wiring and combustion fan. Provide minimum (5) five yew non-prorarod heat exchanger warranty. 20.6.2 Provide manual reset high limit protection for hosting section acting through Independent and separate contectors. Pilot shall be of the solid state electronic Intoraltant types Provide power Induced, ComIustlon air t purge air. Induce draft fan to run during pilot operation also. 20.7 Filters - Shall be 1" thick. low v*loclty, glass fiber throwaway type in commercially available sizes. 20.8 Outdoor Air 20.8.1 See schedule on drawings for minimum outdoor air requirements. P 8.2 Kitchen Mating and cooling unit shall be provided with automatic economizer kit consisting of modulating motorized outside air dampars, barometric reLlof damper, discharge air controller, and outside air temperature controller. 20.8.3 Other heating and cooling 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 rill provide required disconnect switches. Install and wire complete to connections In the units. 21.0 KITCNE.N HC00 'UPPLY FAN 21.1 Furnish and Install kitchen hood supply fan for kitchen exhaust hcid. Unit shall consist of make-up supply air fan, fan motor and drive, factory wiring including } main disconnect and motor starter, outdoor air filters all assembled and housed in steel enclosure with factory applied weatherproof finish. Housing shall Include access door or removable panels for access to filters, equipment, wiring and controls. Units shall be as manufactured by Greenheck, cook, Jenn-Air, Brundage or Acme, 21.2 'Supply fan shall be belt driven, double Inlet, centrifugal blower type, Belt drive shall be rated for not less than 150% of driven horsepower and be provided with adjustable mrcs'or sheave, Fan shall be mounted on vibration Insolators. 21,3 Mount unit on prefabricated curb. 22.0 ���FR FX�U�fAN A�KIT�N����IST FAN 22.1 Fan shall be of the belt driven, backward Inclined, centrifugal type with vertical discharge designed to handle grease laden air. Motor and drive shall be Isolated from the exhaust air stream. Provide adjustable motor sheave. Fan shall be statically and dynamically balanced. Fan shall be AMC/( rated and U.L. listed. Orly* 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 Fan shall be model as manufactured by L.C. Cook "URB-RO, Jenn Air "BRTO", Carnes8YU881m, Greenheck "CUES" or Penn "Fumex". 22.3 Provide factory Installed disconnect switch located Inside the fan housing. 72.4 )bunt fan on prefabricated curb. 23.0 HDOD FIRE SLPP SS10N SYSTEM 23.1 Exhaust hood or hoods (Item 96. furnished by KFC) will be delivered to the project with fir • su re melon piping, nozzles and fusible (inks pro -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, potassiun 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 HFPA 96. 23.2 Fire supression sub -contractor shall furnish "field" Items external to the hood in quantltles shown on the plans. Field Items Include- 23.2.1 Yet chemical In tank with brackets. 23.2.2 Mechanical autcman, cartridge, and vent plug. 23.2.3 Wire rope and pulley elbows, 23.2.4 Remote pull station 23.2.5 Electric switch (SPOT). 23.2.6 Fusible links. 23.3 Fire supression sub -contractor shell be responsible for the complete Installation and acceptance of the wet agent suppression system, 24.0 CALIBRATION TEST AND BALANCING 24.1 Calibration . 24.1.1 Calibrate thermostat (or controller) settings and their interaction with the relays and valves that cycle Mating and Cooling apparatus. Calibrate damper and damper operator linkage for proper outside air quantities. Provide written cortlfication to KFC rprosentatlye that calibrations have been merle. 24.2 Testing I (a) Mwwfac urw`tlultl a suthorized representative to be present at site to inspect, ch and approve equipment Installation prior to start -WI to supervl lacing equipment In operation; end to provide a written report the t has been properly Installed and lubricated, Is in Iigrnew t, Is free from any undue stress loosed by conn*ctl or anchor bolts, and has been "tistmctorily operated under fall load conditions. (b) Verify ttuat mach 11111410111111 opalpMnt has been checkad for proper lubrication, drive rotation, belt tansl ) gmnernce, and other conditions which My cause damp,. (c) Verify control systOM are fully operational in wrtomatIc mode. (d) Verify that tests, eater re"Ings, and speciflc electrical characteris- tics 07e0 with those specified by electrical equlpnant manufacturer. (a) ibtorsr Verifythat motor amperage press with nameplate value. Inspect for conditlons which produce excessive current flow and which exist due to equipment malfunction. Trice correctly* action. If) Execute start-up ender supervision of responsible Contractor personnel. (9) Place equipment In operation In proper sequence, 24.3 Test and Bel- r (a) Air test and balance shall be performed and recorded In accordance with the standards of the National Environmental 8elancing Bureau. (b) Ail Instruments used by the Test and Balancing Subcontractor shall be accurately calibrated and maintained in good working order. (c) Belancing and testing shell not begin until system has bean completed and is in full working order. The Contractor shall put all Mating, ventilating, and air conditioning systems and equipment Into operation, (4) The balance agency shell per form the following tests and balance system In accordance with the following requirements: win, (a) Test and adjust Supply, Return and Exhaust Fans to des) requirements. (b) Test and record Electrical Characteristics, I" , Service Fact`" measured voltage, full load amperes and corrected full load amperage. Check and record starter size hooter(&) sizes and 3 rating, replacement bolt sizes, etc. (c) Make pilot tube traverse (minlmam of 16 potrit) of w t ducts and obtain design of CFM at fans Saai all Last suitable hole plugs. min rP;'g c 0 m m m 0 c t title A H 0 a W (d) Test and record system static pressures, suction and discharge, (a) Test and adjust system for design recirculated air, CFM. (f) Test and adjust system for design CFM outside air. (g) Adjust all mein supply and return air dues to r 5% of proper design CFX. (h) Test and adjust each diffuser, grille, and register to within 5% of design requirements. (1) Each grille, diffuser, and register shall be Identified as to location and area. (J) Upon completion, all Information shall be Inserted on a sheet listing all Items required by specifications and be InCluded In complete test and balance report. (k) All submittal data shall be neatly typed, or printed and submitted as herein specified. Submit to KFC representative. SECTION 15400 - P111A.RING 1.0 SB,1 1.1 This section Includes all labor and materials required to complete properly operating system. 1.2 Mork shall be performed by mechanics skilled In their respective trades and shall present appearance typical of Jest trade practice. Mork not Installed In this manner shall be repaired or replaced. 1.3 Obtain from and pay legally authorized agency for permits and Inspections. Furnish three copies of Inspection certlficatates before requesting final payment. 1.4 Test S Systems under normal operating conditions end demonstrate that parts are functioning properly. Test piping before It Is Insulated or concealed. Piping shall be tested In accordance with the Board of Health's requirements having jurisdiction. 1.5 Exterior utilities shall have a minimum earth cover of thirty-six inches unless Indicated otherwise. Pitch loll, waste and drain lines on a one percent cradle. 1.6 Provide water hammer arrestors as shown on drawings. 1.7 All equipment and materials shall be Installed In accordance with manufacturers recommendations. 1.8 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. 1.9 Contractor shall provide In walls be.".Ind fixtures adequate wood blocking for for fixture hanger plates. Plates shall be secured to blocking as par 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 spun service weight cast Iron pipe with service weight cast Iron hub and spigot fittings. Joints shall be pecked with oakum and caulked with poured lead or be neoprene gasket type. Plastic pipe may be used where allowed by the local code. 2.1.2 Waste and vent piping two Inch and smeller may be galvanized steel pipe and fittings or DWY copper pipe with cast brass solder joint, drainage fittings. 2.1.3 Provide cleanouts as Indicated and required by codes. Cleanouts Inside building shall be Zurn Di-1420, Cleanout outside building shall be Zurn 2N- 1460. 2.1.4 Subject soil, waste and vent piping to hydrostatic test of not less than ten foot head or air test of hot less than five pounds per square Inch using mercury column gauge. After fixtures have been Installed subject entire system, exculsive of house sever to air test equal to one Inch water column and prove tight. 2.2 Hot and Cold Wafer Piping 2.2.1 Cold water piping outside building shall be Type "K" copper. e 2.2.2 Hot and cold water piping aboveground shall be Type "L' copper with approved cast brass or wrounht 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 r';Ing shall be thoroughly flushed with water and then filled with chlorine solution of 50 PPM and let stand for eight hours. Chlorine solution shell 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 stret as 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 water. Gas service shall be of sufficient size to provide the flow of gas per hour as Indicated on drawiigs. 2.3.2 Gas piping inside building shall be standard weight Schedule 40 black steel threaded pipe. Provide one -hundred fifty pound ASA rated maIieabIa Iron fittings. Make ail threaded joints using joint compound on male threads oily. 2.3.3 Gas piping outside building shall be same as above except shall be cost" with Minnesota Mining and Manufacturing Company's Scotch Kofa mill -wrapped Pipe. Fittings and joints for mlII wrapped pipe shall be Scotchwrap No. 50. Laps shall be one-half the width of tape used, making i}oub la thickness applicatlon. laps shall extend approximately 6" each side of joint or fittings. 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 pup and maintaln for sixty minutes without leakage. After connection of all equipment, system shall be retested for leakage. 2.4 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 from lavntorles towasts pipe shall be made with C.W.V. type copper. -.5 Valves 2.5.1 Meter valves shall be Jenkins 370 or 1240. Valves on 3 compartment sink shall be Cooper, 2.5.2 Gas valves shall be Malworth 554 or 1797E. 2.6 Hangers 2.6.1 Hrogers 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 calling. 2.8 Flashing 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. 2.9 Excavation 2.9.1 Provide all necessary excavation and backfill for piping Inside and outside building. Backflll 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 callings and exposed shall be Insulated with 112" thick closed cell plastic type Insulation slmllar to Johns -Manville "Aerotube" longitudinal seams shall be sealed. Lateral seams (butt joints) shall be sealed on cold water pipes and condensate piping only. 2.10.2 Insulate fittings continuous but do not Insulate valve bodies nor fixture supplies. 2.70.3 Pipe hangers nay be Installed under insulation on hot water piping. Hangers, with appropriate saddles, shall be Installed outside the pipe covering on cold water piping. 2.11 Condensate Drain Piping 2.11.1 Drain piping above roof shall be galvanized steel pipe. Drain piping above suspended callings to floor drain shall be PVC plastic pipe. PVC plastic pipe shall be solvent cement socket type fittings and pipe conforming to ASTM 01785, Schedule 40, and D2466 or D2665. Maximum distance between PIP* supports for PVC piping shall be 4 feet. DIYISION 16 - F FCTRI A SECTION 16010 - BAS1 . FIFfTRIGAI REQUIREMENTS 1.0 GE I'fI?AL 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 and equipment shall be fully connected to proper sources of power supply and left ready for use. 1.3 Provide all •xcavatlon and tamp-bachflll as required to complete work. Correct any settling during guarantee period to Owner's satisfaction. 1.4 Provide all necessary cutting and patching as required to complete work. 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: Make known to other trades arrangement of electrical work and examine work of other trades to avoid conflicts. Examine drawings of other trades to determine exact equipment locations. Examine manufacturers shop drawings to determine roughing -in requirements. 1.6 Permits - Fees - Codes: Pay all costs for permits, fees and Inspections required by authorized agencies having jurlsdlctlon over electrical work. Electrical system shall conform to requirements of Matlonal. State and Local Electric Codes, Local authorities and utility Company. 1.7 Equipment manufacturers' listed are to Indicate product quality, other manufacturers of equal quality will be acceptable upon written approval of Owner. All electrical materials shaft be listed and labeled by UL and shall conform to Industries standards, particularly MEMA. 1.8 Provide typewritten directories In panelboards with clear plastic shields. Provide engraved plastic load name plates on all disconnect switches, motor starters and control devices. 1.9 Tests: Entire electrical system %hail be fully tested and corrected of any short circuits, open grounds, faulty wiring and Incorrect connections. 1.10 Guarantee: Complete slecrlcal 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 16050 - BASIC MATERIALS Awn PETHMS 1.0 GE W RAL 1.1 Section 16010 applies to all work hereunder wind shall Include conduit, boxes, wire, wiring devices, lighting fixtures and related materials. 2.0 MATFR)At5 2.1 Conduit 2.1.1 Connections to equipment which shall be made with three feet flexible liquldtlght conduit with Ilquldtight connectors, 2.1.2 Connections to recessed lighting fixtures shall be made with six feat of flexible conduit from a box within two feet of the fixture. 2.1.3 Rigid galvanized threaded thickwall conduit with threaded fittings shall be provide in slabs on grade. Conduits oelcw slabs r,n grade or in earth outside of buildings shall be Schedule 40 PVC with separate grounding conductor per NEC Article 347-40, 1984 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 two coats applied at joints after insta'.lation. 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 case weatherproof aluminum. 2.3 Mire: All wire shall be Installed In conduit, color coded with type TM insulation except wire sizes 1ifirger than 110 AMG shall have type THM Insulation. All wire shall be 90% conductive copper, rated for maximum of 600 volts and shall not be less than 112 AWG, 2.4 Wire Connectors for sizes 110 AVG and less shall be Buchanan "Press -Shure•, Ideal "Wrap -Cap", T b B "Stxkons' or 3M "Scotchiolk". Connectors for wire size /8 and larger shall be T 1 B or Burndy morlods using hydraulic presses. 2.5 Electric Tape shall be Johns -Manville "Dutch -Brand', 3M "Scotch Brand" or Plymouth "Slipknot Brand". 2.6 Mall Switches shall be Ivory for •talnless steel & Ivory plates, and shall be as follows or approved equal. 2.6.1 20A, SP, 125/277 V. - A L H 11991, Bryant 04901, or Hubbell 11221. 2.6.2 20A, 3W, I25/277V - A b H 11993, Bryant 4903, or Hubbell 11223. 2.6.3 20A, 4W, 125/277Y - A l H 01994, Bryant 4904, or Hubbell 01224. 2.6.4 20A, SP, 125/277Y with pilot light - Arrow -+tart /1991-PL, Bryant /4901-P1, or Hubbell 11221-PL. 2.6.5 20A, SP, 125/277Y, weatherproof - Arrow -Hart 12991/2881-C or Hubbell 11281/1759. 2.7 Receptacles shall be Ivory for stainless steel d Ivory plates, and shall be as follows or approved equal. Provide other receptacles as Indicated on the drawings. 2.7.1 20A, 125Y, duplex - A d H 15362 (1), Bryant 15362 (1), or Hubbell 15362 M . 2.7.2 20A, 250Y, 2M-G - A 6 H 15861U, Bryant 15461 or Hubbell 15461, 2.7.3 30A, 250Y, 3W-G - A d H 15700, Bryant 9630FR or Hubbell 19430. 2.7.4 50A, 250V, 3W-G - A i1 H 05709, Hubbell 19450FR or P L S 15950. 2.7.5 Ground Fault - A d H /53GF62, Bryant 153(F62 or Hubbell /53GF62. Provide spring loaded weatherproof covers where Indicated. 2.7.6 Clock d Sign Hanger - A d H 15708, Bryant /2828-Cs or Hubbell 15235. 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 areas and commercial grade sskooth plastic In Lobby/Dlning, Ivory or dark brown to match walls. 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 Ilghting fixtures. Provide label IT each fixture Indicating size and type of lop corresponding with schedule on drawing. Size shall be marked 'MAXIMUM MMTTAGE". 2.10.2 Florescent leaps shall be standard cool white, energy efficient, manufactured by General Electric Matt Miser I1. 2.10.3 Incandescent laps shall be inside frosted with 2500 hour lamp .If• rated 130 volts. 2.11 Fluorescent Ballasts shall be energy efficient, manufactured by General Electric, Maxi-4llser If. 3.0 EXECUTION 3.1 Raceway System 3.1,1 All wire shall be (Installed In Conduit and shall be) concealed where possible. Where necessary to expose the wirIng,the Conduit shall be Installed as Inconspicuously as possible and In straight lines with 90" bends, parallel with the building lines. Cut Conduit square, ream smooth and make-up tight. Plug ends of Conduit during construction and swab -clean before pulling wire or cable. Support Conduit from building structural members only with approved fasteners designed for the purpose. 3.1.2 Raceway system shall be Installed to maintain the maximum headypo� with required supports for the load. All anchors, straps and clips !;hall be the type designed for the purpose Installed In accordance with the manufacturers recomrndatlons. Common supports shall be used for mechanical and electrical "Ipmmot by coordinating the work with all trades. 3.1.3 All electrical Domes shall be supported from building structural members Independently of the conduit raceways, mechanical systems or suspended calling 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 Vice: Use only approved type wira-pulling lubricants for wire /4 AMG or larger. Splice wire only In accessible boxes. Makin wire pints mechanically strong before applying the connector, and ~a tape Is used, wrap each joint tothe thickness of the original insulation. Clean and polish metallic surfaces before Installing conductors. Apply pressure type lugs on stranded conductors connected to screw or bolt type connections. 3.3 Wiring Devices: unless noted otherwlse, receptacles shall be Installed 12e above the finished floor, switches shall be 461 and clock hangers as-0w. Receptacles rooted above wort 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. Provide a bonding Jumper between the box and all receptacles. 3.4 Equipment Connections: Provide all necessary motor starters, disconnect switches, controls, conduit. Domes, wire, etc. and connect complete to each Piece of equipment requiring electrical 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. 1 3.5 lighting Fixtures: Provide all necessary mounting hardware and related Item to properly install the lighting fixtures. Fixtures supported In exposed grid ceilings shall be provided with clips. Fixtures mounted In or on Tile callings shall be aligned with tiles. Lighting fixtures shall be supported from thebuilding structural members except for exposed grid ceilings where a calling supporting wlr• shall be provided at each fixture corner. 3.6 Cleaning: All equipment Including panelboards, switches, wiring devices, lighting fixtures, well 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 its instructed -by the Owner before final payment. 3.7 Workmanship: Ail work shall be performed by workmen skilled at their trades and shall be typical of the best trade practices. SECIIOtI 16400 - RYI Awn nISTRlcm,ll� 1.0 GEWRAL 1.1 Scope: Section 16010 applies to all work hereunder and shall Include service, entering and distribution, 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'stering facilities Includig meter socket, current -transformer cabinet, conduit and other work for watering required by the local Utility Company, 1.4 Maximum Available Fault Current: Local A/E shell obtain maximum fault current available from the Utility Company and calculate the maxims fault current available at service and distribution equipment. All service and distribution equipment shall be braced to exceed mxlm n available fault current and protective devices shall be capable of opening under maximum available fault current. 2.1 MAIN DIST :BUT:ON BOARD (M.D•B.) shot 1 befactory assembled Fusible Switch type. Enclosure seal: be NEMA 3R (Raintignt; surface rpunted with locking cover and key. Circuits shall be Iabelec wits 13maccid engraved plastic plates wit^ wnite letters agalr,st black background. Units shal l have 800 a•mo main 50% Neutral & Ground Buss and snal 1 nave loo,000 amps interrupting rating minimum. Unit snali be manufactured by General Electric. Square D, or Westingnouse. 2.2 Branch Panelboards shall be factory assembled bolt -in circuit breake,rtype, minimum of 20 inches wide and 5 112 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 small be thermal -magnetic full size, common trio on 2 and 3 pole witn trip free handles, rated not less than 10,000 RMS amperes. Branch panelboards shall Ce manufactured by General Electric type QMR Square 0 type OMB Westinghouse type FDR or Federal Pacific HQLP. 2.3 Disconnect Switches shall be (heavy-duty type, NEMA HD,) (normal duty type, NEMAND) fused unless noted otherwise, designed to accept only rejection type fuses, and operator interlocked with *tie door in the "off" position. Switches shall be. manufactured by General Electric, Square D. Westinghouse or Federal Pacific. 2.4 Fuses shall be current limiting with 200,000 amperas interrupt- ing capacity, UL Inc. Class RK1 and shall be dual element, time delay, Class R rejection type. One set of spare fuses shall be provided for each size and mounted in a "Spare Fuse Cabinet" located at the service entrance. Fuse indentification labels shall be provided inside each fusible device. Fuses shall be manufactured by General Electric type NLAB, Square 0 type NQOB, Westinghouse type 8108, or Federal Pacific HQLP. a 2.5 Execution: Panelboards shall be installed at height, indicated on riser drawing. Cisconnect switches shall be installed 4'-0' above finished floor where possible. Al 1 cabinets shall be vacuum cleaned before pulling wire. cV PAUL WELCH INC. Mechanical . Electrical Engineennc• I 0 C • _V "04 • A t v RM L eet title r shg!'ftj e 7ma' A