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HomeMy WebLinkAbout37930 Medical Arts CtNATIONAL VENDORS LIST ALL MATERIALS LISTED IN THI5 SET OF DRAMN65 MAY BE SUBSTITUTED. SUBMIT 5AMPLE5 TO VO FOR APPROVAL. PRODUCT: HALL TILE PRODUCT: COUNTER TOP SOLID SURFACE PRODUCT: WINDOW SHADES PRODUCT: EXTERIOR ROOFING SYSTEMS COMPANY: KATE-LO TILE COMPANY: KARADON COMPANY: MECH05HADES COMPANY: DURO-LAST CONTACT: SARAH ELLIOT (EXT. - 3808) CONTACT: CONTACT: JIM TE&AN OF TEGAN MARKETING, INC, CONTACT: JAMES MILLER CONTACT: JERRIGK JENSEN (EXT.- 31106) PHONE: I-500-527-2366 PHONE: 1-800-510-5836 PHONE: 1-800-248-0280 PHONE: I-800-288-3026 E-MAIL: E-MAIL: - E-MAIL: jmiller®duro-last.com E-MAIL: www.katelotile.com PRODUCT: WALL TILE PRODUCT: PREFINI5HED ARCHITECTURAL METALS COMPANY: MINNESOTA TILE PRODUCT: EXTERIOR DECORATIVE STONE PRODUCT: ANNINC75 - MATERIAL SUPPLIER COMPANY: NU -FORM PRODUCTS, INC. CONTACT: BETH DR05NICK COMPANY: ELDORADO STONE COMPANY: COOL PLANET AWNINGS CONTACT: JAY WILLIAM5 PHONE: 888-8q8-lglq OR 612-327-5855 CONTACT: KEVIN RIEDY CONTACT: MATT GARVEY PHONE: g52-882-8787 E-MAIL: PHONE: 717-5017-I01601 PHONE: 8'17-qbq-1900, 517-q27-g000 E-MAIL: joyanulock.net E-MAIL: E-MAIL: matt®coolplanetawnings.com PRODUCT: TILE SEALER PRODUCT: LIGHT FIXTURES PRODUCT: HVAG MECHANICAL SYSTEMS PRODUCT: EXTERIOR WINDOWS 4 DOORS COMPANY: VILLA LIGHTING SUPPLY, INC. COMPANY: CARRIER COMPANY COMPANY: STONE CARE INTERNATIONAL, INC. COMPANY: YKK AP AMERICA, INC. CONTACT: RICH KRAUS CONTACT: JAY BEHNKEN CONTACT: PHONE: 410-363-8788 CONTACT: MATTHEW TURNER PHONE: I-800-325-Ogb3 PHONE: DIRECT: 1-800-204-6625 612-7g8-3062 E-MAIL: PHONE: 800-155-01551 E-MAIL: infoavillalighting.com CELL: 612-877-1757 E-MAIL: matthewturner@ykk-opi.com E-MAIL: PRODUCT: PAINT PRODUCT: SUSPENDED CEILING SYSTEMS PRODUCT: ELECTRICAL 5Y5TEM5 PRODUCT: COMPANY: PITTSBURGH PAINTS COMPANY: ARMSTRONG WORLD INDUSTRIES COMPANY: CUTLER HAMMER COMPANY: CONTACT: CONTACT: CONTACT: PHYLLIS MILLER CONTACT: JOHN OBARSKI : PHONEPHONE: PHONE: 1-800-441-gbg5 PHONE: 1-500-442-4212 PHONE: g52-gag-5412 D�REGT: E-MAIL: E-MAIL: - E-MAIL: johntoborsklaeatonzom E-MAIL: THE NEW CONSTRUCTION DEPICTED ON THESE PLANS WAS PREPARED AND SHALL COMPLY WITH THE FOLLOWING CODES: EXISTING BUILDING 2004 FLORIDA BUILDING CODE/EXISTING WITH 2O06 AMENDMENT BUILDING 2004 FLORIDA BUILDING CODE WITH 2O06 AMENDMENT ELECTRICAL 2005 NATIONAL ELECTRIC CODE FIRE CODE 2004 FLORIDA FIRE PREVENTION CODE WITH NFPA 1 AND 101 MECHANICAL 2004 FLORIDA BUILDING CODE/MECHANICAL PLUMBING 2004 FLORIDA BUILDING CODE/PLUMBING SWIMMING POOL 2004 FLORIDA BUILDING CODE ROOFING 2004 FLORIDA BUILDING CODE EXISTING 2004 FLORIDA BUILDING CODE ACCESSIBILITY 2004 FLORIDA BUILDING CODE/FACBC ENERGY 2004 FLORIDA BUILDING CODE/ENERGY EFFICIENCY BASIC WIND SPEED 110 MPH DESIGN WIND PRESSURE N/A MEAN ROOF HEIGHT 16'-91/2' ROOF SLOPE 1/4' : 12' WIND EXPOSURE CATEGORY 'B' WIND IMPORTANCE FACTOR ID INTERNAL PRESSURE COEFFICIENT 0.18 ENCLOSED STRUCTURE IMPACT PROTECTION BY: N/A BUILDING CLASSIFICATION: GROUP "A-2" RESTAURANT TYPE OF CONSTRUCTION: TYPE II REMODEL PERMITTED PROPOSED BUILDING HEIGHT 55' 21'-0" AREA: ONE STORY ONLY (EXISTING) 17,500 2,659.2 Sq Ft ` AREA INCREASE (ADDITION) NA - 0 - TOTAL AREA NA 2,659.2 Sq Ft PROJEGT DIREGTORY ARCHITECT: TIT50H 4 ASSOCIATES ARCHITECTS, Inc. ADDRE55: 13710-2 BEN C. PRATT / 51X MILE CYPRESS CITY/STATE/ZIP: FT. MYERS, FL 33912 PHONE. 251-136-4875 FAX: 2311-275-4151 E-MAIL: staffot-o-orchitects.com ADO FHONE WU 5ERS PROJECT MANA6ENEW: 1-800-619-bb% PART5 4 5ERVICE: q52-830-021b 5IRKY: 152-830-0323 WRTH TEAM: DEVELOPMENT: 62-830-0312 OPERATIONS: q52-830-0280 ARCHITECTURE: 0152-830-0266 / q52-630-0454 CONSTRUCTION: 85g4bl-0813 EQUIPMENT: q52-Sqb-b" PRO.IECT COORDINATION: q52-830-0240 50UTH TEAM: OPERATION5A52-830-0281 ARCHITECTURE: q52-830-02g7 / q52-830-0460 CON5714TI ON: 386-453-1048 EQUIPMENT: 1-800-big4b5b PROJECT COORDINATION: q52-830-0231 y JtI5. y Y SHEET INDEX GENERAL TLO TITLE SHEET EQUIPMENT F LO EQUIPMENT PLAN / SCHEDULE F2.0 EQUIPMENT ELEVATIONS ARCHITECTURAL ALO SITE PLAN A1.2 51TE DETAILS / SIGNAGE A2.0 DEMOLITION PLAN A3.0 FLOOR PLAN A4.0 EXTERIOR ELEVATIONS A4.1 SIGNAGE MATRIX A5.0 FRAMING PLAN A5.1 FRAMING ELEVATIONS A6.0 BUILDING SECTIONS A7.0 WALL SECTIONS A7.1 WALL SECTIONS A7.2 WALL SECTIONS A8.0 REFLECTED CEILING PLAN Ag.O WALL FINISH PLAN 4 SCHEDULE A10.0 ROOF PLAN MECHANICAL M LO MECHANICAL PLAN PLUMBING PLO PLUMBING PLAN ELECTRICAL EI.O POWER PLAN E2.0 LIGHTING PLAN E3.0 ELECTRICAL SITE PLAN Al,r, i�' 4_ n �T i "Lip"�' Wgjlei i CT stir>� oi' i lJ li bti� } Ol) z 0 _Ln w 0 0 z CA !j w ui Q Z Q o Y W o Ld > EL o V o a a W a �o � o � o o a no Ua C.7 A 1 0 ILr- a o Z its m C t I , a-, Q a C U p O `a 1 .� � c p m m .a 0 O p Z c a ; T (l/ Z moo a - c - o m C m 2 C p _ o 0 V1 C� I'D U p J 0 E Cho d o W owm d o W a �o Z o z r Z —Cm fey \ C_ L bll it m W O ��aE L O O � m r IL I m � L NORTH /fir i Vr < ZZ THIS IS "PLAN" NORTH CL °°°°°°° `�i�tFRL BUILDING N REFER TO (BY OTHERS mT N0. 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C Q 0 C U 0 0 O`J ED � o 0 0.0 0 0 O J > _ a � O m C W O Q �"11 C O f /1 v O T �ky� OL. �' I O 0 W OUTS@--- ----- i DO ,� o v 8A 8A DOORS, CLOSERS, I � Q NEW HOT O O 0 0 8D 8D THRESHOLD < I Y j I z °� E Z 0 E F2 0 HARDWARE I .o < WATER ON DEMAND O ° ❑ rI----------------------- - a W c 7D ° ° 8C3 L_J _____- 8C o 0:2 - - I ❑ 0 0 ❑ j �l j I I ° ° L_J 8C1 8C1 -----� I J_ ROOF ACCESS 9D5 9D1 9H6 9D3 i Q LADDER - SEE NEW 7C I I I I 9D:2j DETAIL 2/Al2 SGXIARE 'p' `-------- L._._. ._._._._._. ._._.J ❑ ` \` IIIII ELECTRIC 9D5 8J PANELS S H F2.0 1 7B 9D2 gH 8B2 1H I O F.E. 1 M 1 M o / ❑ / 2-A:: o o / 2G / NEW TILE FLOORING 8T2 i 8V1 / ENTIRE KITCHEN / STORAGE 1:3 8T 9C1 Falls 11 IBM5A1 0 // �/ / o ,/-jj B --9D4 F20-------------- ------ g \ o 0 0 0 0 0 0 ° / I I 1 A2----------- I 1 E 6B1 i I► ILL \ 2C3 HAND SINK (NEW) I C I I I _____ 1 A 1 ' 1A1 8T1 8V1 O COORDINATE W/ OWNER 2M5 I sg �-____-- - � _____-- 2C I I 0 00 00 00 0 I° ° ° ° 9C 1A5 1A3 8K1 8T 1M 1M F 2H 2H7 1A6 1A4 8V1� 2P2 2C 2R 10 00 0 0 0 0 0 I 2 III FE 9C 2P2 16B5 1A2 lAl �� 2H7 2M7 I ° 5C5 9C 1 -- 0 14D4 2 4 1A5 8T1 1J L_ SH =y \ FE. 663 �:�� >i�--- --- --- --- �- - 10 2D2 o�O�o�o 8T III II -GQ �2H5 2P , 0 0 0 0 0 0 2A:K � �--ll 7 �_a 2D 8G 8V1 8V 2H1 F--------------------� 8B1 I I I I 5B7 2P1 ----- I( o 0 0 0 l l 0 0 0 0 0 0 I I \ ____ _ I II 2D2 �? I I I I o 00 00 o I 2Q3 --- - I I 0 0 0 0 1 1 4C I \\ 2C 1 8T2 ST F--- ' 1 10 0 11 0 0 0 0 0 0 I II I �� 2Q I I I I 4B j 4A1 4D2 8T2 F2ld I I �-�A EXST. FREEZER ` ------ -- 563 5B 5E J ft� i V ll 2D1 � K -- - I ------- ---- i i CONVERT TO \��\ 5C4 5D3 F2.0 F2.ra 5B6 5E1 -- -- F2.0 �/ 96 sE 1 1 1 30 F'OUII=R - - �, 2D4 9C------- I I __ ___ B8 5E2L_J 5E I 0 H i 1C1 1C8 1A5 3C 9C1 I I I -----� 565 5B4 5B2 9D9 HAND 5D i 4B1 5C3 \ \\ F2+a \\ \\ 1C 8J l O Ito o I I \\ 11 0 0 0 o I 1 SINK sv m 3B1 1A2 i i i o 0 0 0(EXST.) F Q 3C1 I l i i i ICJ ❑ \\ I �, 8V 6 9C2 I E' L°---------� --- - �J I 0 0 0 0 to �--�--I� IL 3E \`LjL I ------------- Ul 9C 5E3 5B9 F_ 1C4 105 1C3 1C7 106 S 8Q 8Q 9C3 O s 362 ---- `♦�`����,o �F"°�o``�� NORTH �m THIS IS "PLAN" NORTH QL SEE ENLARGEDQ'✓✓, FOR ACTUAL BUILDING oil<♦��o°° 00..e,�✓✓✓ ORIENTATION REFER TO PLAN, THIS SHEET �: (moo �/� °° o.� SITE PLAN (BY OTHERS) M N ENLARO❑D l _ e .,� Sti 2 EOU I FI IEI `4T FLAN_ `4 - - I EOU I fI " IEI `T FLAN `4 ci SHEET N0. 00 �-o SCALE: 1/2" = I'-O" 3A �I.O SCALE: 1/4" = 1'-0" �c�G, ,°,'�� z ✓ °°°°°°°°° ♦ 0 �QU I �M�NT 5Gi-f�DUL� IT'ET�15 FR01(IDED 13Y ANr AND INSTALLED 13Y 6>�AL coNTRACTOR TY No. DESCRIPTION MANUFACTURER MODEL VOLTAGE Ph KW HP RECPT DIRECT HOT WATER COLD WATER DRAIN Conn. BTUs REMARKS 1 1A SERVICE COUNTER, CUSTOMER APPROVED VENDOR CUSTOM SEE DETAIL SHEETS 2 1A1 CASH REGISTER IBM - POS 4840 120 1 0.20 KW X 6 1A2 CASH DRAWER JS750 NEW 1 1A3 MANAGER'S SPECIAL BOARD HOWARD 9DQ-0817 1 1A4 PRINTER, RECEIPT IBM - POS 4610 120 1 0.10 KW X 6 1A5 CASH DROP BOX 2 1A6 CUP DISP. UNDER CAB NEW 1 18 SAFE NKL BSD 3220 115V 1 X NEW 1 1C BEVERAGE COUNTER, SELF SERVE APPROVED VENDOR CUSTOM SEE DETAILS SHEET 1 1C1 DRINK HEAD W ICE DISP. LOCAL PURVEYOR 120 1 0.60 KW X 1 1C3 LID HOLDERS SEELY CRAFTSMAN 001003 1 1 C4 NAPKIN DISP. PRONTO DI0007 1 105 STRAW DISP. PRONTO 001005 1 106 ICE TEA DISP. LOCAL PURVEYOR 1 1C7 AIR POTS W DRIP RACK LOCAL PURVEYOR 1 1C8 TRASH RECPT. U CTR RUBBERMAID SLIM JIM 1 1 E SEATING PACKAGE 1 1 F FREEZER, DISPLAY - 3DR AC R 120 208 3 1.20 KW X W CASTERS NEW 1 1 H CEILING ELEMENT, RED RECT. DARKO CUSTOM WITH LIGHTS 1 1J CEILING ELEMENT, RECT., BROWN DARKO QUOTE 4 1 M INTERIOR AWNINGS ASTRUP CO. QUOTE 2 2C FREEZER, SOFTSERVE AC R STOELTING NONE 120 208 3 VERIFY X 1 2" 1 2C1 SHAKE MACHINE DUKE 208 230V 3 VERIFY X 1 2C3 DISPENSER, CONE CUP 1 2D TOPPING CAB., REFRIGERATED 120 1 1.50 KW X 1 2D1 MINI TOPPING CAB., REFRIGERATED NORLAKE 120 1 .9 KW X 2 2D2 WARMER, FUDGE 120 1 0.50 KW 2 2D4 DISPENSER, BLIZZARD INGR. MOUNT AT 58" AFF 1 2G ARCTIC RUSH STOELTING 208 230 1 2.20 KW 1 2H TABLE, W DIP SINK 1 2" 1" 1 2H1 S.S. 17" TABLE, W DIP SINK 1 2" 1" 2 2H5 BLIZZARD MACHINE H.C. DUKE MX0001 120 1 1.7 KW X WITH 3 FTSW-1 2 2H7 WARMER, DBL. CONE DIP SERVER PRODUCTS 120 1 0.10 KW X 1 2M5 SS WALL SHELF 36"X12" NWS NWS D64822 FUTURE O.J. 1 2M7 18"X12" D SHELF NWS QUOTE NWS QUOTE FUTURE O.J. WALL 1 2P YOGURT DIPPING CAB NWS NWS D686-14 120 1 1.2 KW Y FUTURE O.J. W CASTORS 2 2P1 ORANGE JULIUS BLENDER VITA -MIX 1243 00011DQ 120V, 50 60 HZ 1 1.4 KW X FUTURE O.J. 1 2P2 LID DISP. 18" LONG FUTURE 2 2P2 LID DISP. 18" LONG NWS QUOTE NWS D68616 FUTURE O.J. WALL 1 2Q 8-HEAD DRINK HEAD ICE BIN LOCAL PURVEYOR QUOTE 120 1 1.50 KW X 1 2Q2 S.S. FRONT PREP SHELF NWS QUOTE NWS QUOTE MOUNT ON DRINK STAND 1 2Q3 DRINK LID HOLDER SS NWS QUOTE NWS QUOTE WALL MOUNT 1 2R SS 36" COLD PAN TABLE .NWS NWS D686-13 120 1 1 4 HP X FUTURE O.J. W CASTORS 1 3A DRIVE-THRU WINDOW QUIKSERVE SC4030 00011DQ NEW -SELF CLOSING SLIDE 1 3B1 CASH REGISTER IBM - POS 4840 120 1 0.20 KW X 1 3B2 D.T. COMM. &TIMER SYST. HME N A X NEW 1 3C CASHIER STAND, DRIVE-THRU 36" 1 3C1 CASH REGISTER IBM - POS 4840 120 1 0.20 KW X 1 3E CASHIER STAND, DRIVE-THRU 30" 1 4A1 FRENCH FRY DUMP, TABLE TOP EXISTING N A 120 1 1.9 KW X EXISTING 1 48 GAS FRYER - 3 BAT. W FILTER FRYMASTER QUOTE 120 1 1 " 75,000 NEW -REPLACE EXST. 1 4B1 4'X4' EXHAUST HOOD EXISTING 1 4C FREEZER UPRIGHT TRUE T-23-F2 120 1 9.0 AMPS X NEW 1 4D2 TWIN FOOD WARMERS EXISTING N A 120 1 1 KW X EXISTING 1 4D4 GRAVY PUMP EXISTING N A 120 1 .4 KW X EXISTING 1 5A1 EXPEDITOR CAB W CASTORS CUSTOM CUSTOM NEW 1 5B 36" REF. FOOD PREP, SS TRUE TSSU36 120 1 1.9KW X NEW 1 5B1 COUNTER CONDIMENT TRAY EXISTING 1 5B2 BUN TOASTER -WALL MOUNT EXISTING N A 120 208 1 1.8 KW X EXISTING 1 5B3 30" PREP TABLE, SS NEW CASTORS 1 5B4 60" PREP TABLE .EXISTING 1 565 BUN TOASTER EXISTING N A 208 1 2.9 KW X EXISTING 1 566 REF. FOOD PREP TRUE TSSU48 X NEYV 1 5B7 16LX34DX26H SS CART NEW CASTORS 1 5B8 24" PREP TABLE, SS EXISTING N A EXISTING I� �QU I �M�NT SG�+�DUL.� ITEMS QRovIDED 13Y OW�RlrENNA�Nr AND INSTALLED BY GENERAL GONIRAGTOR. 1 5B9 GRILL PRESS CSPGM 120 20A 1 X DEDICATED OUTLET 1 5C3 HEATED HOLDING UNIT EXISTING N A 120 1 .75 KW X EXISTING 1 5C4 5'-6"X4' EXHAUST HOOD EXISTING 1 5C5 HEATED HOLDING UNIT DUKE FWM322DQ 120 1 X NEW LOWER SHELF 1 5D MERCHANDISER EXISTING N A 120 1 .3 KW X EXISTING 1 5D3 CHAIN BROILER NIECO N750 G 115 TAMP 1 X 3 4" NPT 90,500 NEW 2 5E BOOSTER OVEN, SUSPENDED EXISTING N A 208 1 4.1 KW X EXISTING 1 5E1 S.S. TABLE 28"X34" NEW CASTORS 1 5E2 WRAP SHELF EXISTING 1 5E3 BOOSTER OVEN AMANA DQ22HSN 208 1 4.1 KW X NEW 1 5E4 14"X30" S.S. SHELF NEW 1 66 8' CAKE COUNTER EXISTING 1 6B1 COPY KAKE PROJECTOR EXISTING N A 120 1 .12 KW X EXISTING 1 6B3 CONE DIP WARMER EXISTING N A 120 1 .15 KW X EXISTING 1 6B5 WAFFLE CONE BAKER COBATCO MD-10SSE 120 1 1.2 KW X 1 7A DOUBLE BLAST FREEZER MASTER -GILT 208 3 1-1 2 HP X NEW ALL -IN -ONE 1 76 ICE MAKER NUGGET SCOTSMAN NME954 00021DQ 208 1 2.9 KW X 1 2" 3 4" BH550 ICE BIN 1 7C SCRUB SINK EXISTING 1 7D WATER HEATER-TANKLESS WAtWELA 120, 2 AMP 1 X 3 4" 3 4" 3 4" 199,000 EXISTING 2 8A BABY CHANGE STATION KOLA BEAR KARE KB-100-00 1 861 FIRE EXT.- KITCHEN 2A:K EXISTING -VERIFY 1 8B2 FIRE EXT.- 2-A:10-B:C 2 8C COUNTER LAV. 2 SC1 MIRROR, WALL GAYCHROME 800LT 2 8C3 LAV. COUNTERTOP APPROVED VENDOR QUOTE 2 8D CHILD PROTECTION SEAT KOLA BEAR KARE KB-102-00 1 8G CUE LINE FRAME HOWARD 9DQ-0100 1 8H COMMUNITY BOARD HOWARD 9DQ-0071 3 8J TRASH RECPT, SINGLE APPROVED VENDOR CUSTOM 1 8K CUSTOMER CONTROL PKG APPROVED VENDOR CUSTOM 1 8K1 POSTS APPROVED VENDOR CUSTOM PART OF 8K PACKAGE 2 8P POSTER FRAME, FLAT - EXT. HOWARD 9DQ-0079 WALL MOUNT POSTER KIT 2 8Q POSTER FRAME, ANGLED - EXT. HOWARD 9DQ-0088 WALL MOUNT POSTER KIT 5 8T POSTER FRAME, INDOOR HOWARD 9DQ-0069 2 8T1 MOUNTING KIT, POLE HOWARD 9DQ-0094 3 ST2 MOUNTING KIT, WALL HOWARD 9DQ-0109 6 8V HERITAGE PHOTO 8"X8" SIGN PROD. GC300 5 8V1 HERITAGE PHOTO 20"X16" SIGN PROD. GC301 1 9B MENU BOARD, CAKES LSI DQ G&C 120 1 0.20 KW X 8 9C MONITORS , ORDER. IBM - POS FLAT, 15" 120 1 0.10 KW X 2 9C1 PRINTER, ORDER IBM - POS 4610 120 1 X 1 9C2 MONITOR, D.T. IBM - POS FLAT, 15" 120 1 0.10 KW X 1 9C3 MONITOR, SECURITY 120 1 X NEW 1 9D SIGN, HOURS OF OPERATION VGS GC5048 1 9D1 SIGN, NO SMOKING HOWARD 9DQ-0141 1 9D2 _ SIGN, MEWS RESTROOM HOWARD 9DQ-0072 1 9D3 SIGN, WOMEN'S RESTROOM HOWARD 9DQ-0073 1 9D4 WAFFLE DISPLAY 2 9D5 SIGN, HAND WASHING HOWARD 9DQ-0075 1 9D7 SIGN, PROMISE STATEMENT HOWARD 9DQ-0140 1 9D8 SIGN, WELCOME HOWARD 9DQ-0143 1 9D9 BAG -IN -A -BOX EXISTING N A EXISTING 1 9F1 REMOTE SPEAKER POST HOWARD 1 9F2 MENU BD. DRIVE-THRU HOWARD 1 9F3 MAC. LOOP DET. SYS. EXISTING N A EXIST. -REUSE 1 9G1 PYLON SIGN ISD NEW SIGNAGE 1 9G10 SIGN, EXIT ONLY HANK YOU ISD 1 9G8 SIGN, DIRECT. DRIVE-THRU ISD 2 9G9 SIGN, ENTER HANK YOU ISD 2 9H5 TRASH RECEPT. OUTDOOR EXISTING N A 1 9H6 SIGN, PEANUTS USED (SET OF 2 HOWARD 9DQ-0142 1 9H7 CIGARETTE RECEPT. EXISTING N A 186 m GOl_ONADE 2.0 SCALE: 1/4" = I'-0" MIRRORS SUPY BY DQ EQUIP AND INSTALLE M2 --L M.10 CEILING ELEMENT AUAdING M.10 "TER U12 COMMUNITY M2 BOARD M.10 CEILING ELEMENT AUAdING I I� w2 WOMEN'S RESTROOM (MEN'S MIRRORED) eT- L 1J 111\U LA1J 111YU TO /�REMAIN TO REMAIN ME ■ MENNEN vlmm_ 11,2111m 0 171NINO ROOM 2.0 SCALE: 1/4" = 1'-0" ❑ `—i:n ❑0o0 [57 ❑:o: ICI � F Ff� r m 1 ■ � Fig F41 r n_ m o 0 0: MIMI 3E 2DI 2Hl 1C) (5ADI (LC DI 2D (LHD CLCD r,j---� GOLD KITCHEN �-o SCALE: 1/4" = 1'-0" 17INING ROOM 2.0 SCALE: 1/4" = 1'-0" RESTROOM 2.0 SCALE: 1/4" = 1'-0" M2 P'1.10 lug -11 0 I I 0 � r--1 M.1 M2 M3 M2 / / El / HERITAGE / M.10 / PHOTOS / El /RECESS®❑ / � o Hl TRASH HERITAGE [ / PHOTOS / n iCl 106 IC7 M ■ =a � CUSTOMER COUNTER �-o SCALE: 1/4" = 1'-0" HOT KITC.,HEN 2.0 SCALE: 1/4" = I'-0" TRASH uu; uu I I RI-4 rc----N 1�)ININ& ROOM 11 � �-c SCALE: 1/4" = 1'-0" � � JI I�)ININ& ROOM 2.0 SCALE: 1/4" = 1'-0" ■■ MEMOMEN ■ �"■ ��1� - ,:f-�. -►=�� ' :': : �: ICI :l♦: ��� z O V) w Q 0 6 z O � if z Q Y W o > O Q in I a I< a W ® 0o P � o _ a � R q� v @� �a u a lu o r I Q a k o O� p m G p o p p V L r m c ; IF z m C p > � o m �P c URp'o f\ -1 /1 �p T V( 0 c .o-. `l LL W LA)�� - a ao `o y z o < c z _ ixmC W W E E lA6 2G 1R 2P 2Q 3C GOLD KITCHEN z 2.0 �_ II SCALE: 1/4II = I O rL-N� HOT KITCHEN 2.0 SCALE: 1/4" = 1'-0" 0, LrUn VI O � m i NORTH m s THIS IS "PLAN" NORTH V,o.w� 4 FOR ACTUAL BUILDING r °°;+TA, ORIENTATION REFER TO M oy SITE PLAN (BY OTHERS) \I) N * o 00SHEET NO. o� N 2 R 01 49 6 °.om Q, Oeoo.000° 0 O m / ,,N SITE LOCATION MAP . N.T.5. MEDICAL AfRTS DRIVE (24' WIDE PAVEMENT) EXISTING MANHOLE z O N E Of w Q 0 - --- - O __--- _ z EXISTING MANHOLE N V3 o 58' 40a W 123.00 � � i i i i i i I 9G9 9G9 I EXISTING ENTRY / ENTRY / POLE LIGHT ON THANK YOU SIGN THANK YOU SIGN t �@ I EXISTING o o 0 0 0 0 o I o DUMPSTER t TO REMAIN I Z6l CJ 89 0 58' 40" I t PAINT DUMPSTER ENCLOSURE 21.00' I TO MATCH BUILDING 1 • I 1 I I EXISTING PARKING SPACES TO REMAIN ut I I I V I 1 � I t w L N I EXISTING ASPHALT PARKING N I X I LU I � oo I II E ISTING PARKING SPACES TO REMAIN DIRECTIONAL SIGN (EXST.) 9Cs F LEARANCE -I BAR O I 9Fi I FILL-IN ISLAND REMOTE SPEAKER WITH CONCRETE (EXST.) I PAVERS, COORDINATE MENU BOARD I - -- I WITH OWNER (EXST.) I I 9F2OI O I I I S50 GaI. GREASE I I LRAP (EXST.) J IL_ _ J o o 0 0 o EXISTING POLE LIGHT EXISTING CONCRE PAD TO REMAIN I 5' CONCRETE SIDEWALK TO REMAIN 8' PRIVACY FENCE I 9H5 9H5 WITH ACCESS GATE d) t _ I - - - - 9H6 EXISTING PARKING SPACES TO REMAIN I II I I i �- II I I I II I I REMOVE EXISTING-* W PRIVACY FENCE I I I I cl) 8'-4' TALL SPLIT - FACE CMU WALL � m I CUT OFF EXCESS SLAB AS REQ'D. II I J I o I Z NEW CURBING TO MATCH EXISTING I IITHIS AREA To BE DEMOLH REMOVE CURBING TO FINISH FLOOR AND REBU LT AS INDICATED —�I TO MATCH ADJACENT CONSTRUCTION. II I I 8' PRIVACY FENCE r EXISTING CONCRETE I EXISTING PAD TO REMAIN PYLON SIGN (EXISTING) POLE LIGHT EXISTING DRIVE-THRU LANE TO REMAIN NEW SIGNAGE / READER BOARD DELETE COLUMN, SLAB noAND STRAIGHTEN CURBING EXIT ONLY/ ri /1------------� THANK YOU SIGN O � O I ❑ I 9GI0 gG) I I I I I Q N 89° 58'+40' LJ 150.00' ti°eof ��� o°1 °OOo SITE _PLAN (EXISTING) '. 50ALE: I" = 10'-O" T C ' I -Y Y �, C Q d U p p 1 u l� o. c � � G m (�[ `V' l 0.J 0 0 p p t '- z m Oif T (1/ Z m o L C m \ q U O c 'p C E O �Ws LL. ao N_ U ro .- Ai— W a rn� `oc Lu z 5 'o Q Z C m w o L - PaE —1 J-u C, O� T x V / 7 O � � 4 044 LuIL m � a DL m c NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING CL ORIENTATION REFER TO SITE PLAN (BY OTHERS)i m N SHEET NO. 1.0 m (Z D m MENU BOARD �� CONDUIT TO COMM. HOUSING SYSTEM ® 5ERV I GE REMO� OMIT PEI A+KER — 15 USED (AS SHOWN) DRILLED PIER. FOUR--, CONCRETE INTO NAT'L c 120V POWER TO GRADE, / MENU BOARD PA �CONDUIT TO COMM. WNN SERVICEEER 1o PREFORMED LOOP, MAGNETIC LOOP DRILLED INTO NAT'L INDUCTION SYSTEM. GRADE, III X20'Xb" CONCRETE PAD IIN 20'X b" GONG PAD SPEAKER HOUSING PREFORMED LOOPCOMMUNICATION SYSTEM MAGNETIC , LOOP CONDUIT TO GANG BOX INDUCTION gSpYSTEM. ® DRIVE-THRU WINDOW DRIVENTHRU X POURED GONG CURB 2"- 3" LOOP DEPTH . • 'h• ATa L LOOP SUPPORT (TYP) DRILLED PIER. POUR CONCRETE INTO NAT'L 8 COMPACT FILL GRADE NOTES 1) P051TION PREFORM LOOP APPROX. 1'-3" FROM CURB, CENTERED IN FRONT OF SPEAKER P05T OR MENUBOARD 2) LOOP SHOULD BE INSTALLED 2" TO 3" BELOW THE SURFACE OF THE PAVEMENT (MAX. 5" DEPTH). NOTE: IF INSTALLED IN ASPHALT COVER LOOP WITH MIN. I" 501L OR SAND TO PROTECT Fi10M HOT ASPHALT. 3) CONNECT LOOP TO 1/2" CONDUIT STUBBED UP IN SPEAKER P05T OR MENUBOARD. 4) WIRE MESH OR REINFORCEMENT IN CONCRETE SHOULD BE GUT AWAY FROM PERIMETER OF LOOP A MINIMUM OF b". 5) ALL CONNECTIONS AND SPLICES TO LOOP WIRE5 MUST BE SOLDERED. 'RI LANE 5TACKING, SPEAKER POST b)4 OF DRIVE-THRU IINO W 15 80' MINIMUM 20'-0" DRIVE LANE 5T C� OF SPEAKER POST TO 4,_ OF DRIVE-THR) WINDOW 15 80' MINIMUM ( 5 CARS ). :I ' •.. 2 6", CQNCRE-Tt PAD:. r REMOTE SPEAKER p �0 SEE 5, 6, 7, 8/AI.2 � LOOP INDUCTION 150 LOOP INDUCTION SECT. MENU BD. LOCATION MENU SD. LOCATION ors. N.s xAE 1e , b srA� Ile)"_11-011 000 19 V�) I to PREVIEN SECT. 1.2 5GALE: 3/8" = 1'-0" T5 4" ST 2'-8"X II'-1" -2"X 6-0" CABINET READER BOARD II 150 P.S.F. I II Llu WINDLOAD L—JI- 5/8" HEX NUT (ADJUST UPPER 4 LOWER HEX NUTS TO LEVEL MENU BOARD 4 T16HTEN) 5/8" LOCK WASHER 5/8" FLAT WASHER DIN 14" DIA. X 1/2" 09 STEEL BASE PLATE 0 0 u 5 o0 5/8 FLAT WASHER , AI 2 5/8" LEVELING NUT - 5/8" LEVELING NOTES: NUT DDED I. CA55ON TO REST ON a O�RETE UNDISTURBED SOIL, BR6. 5TREN6TH 20" ANCHOR BOLTS 1,500 P.S.F. ASSUMED. 2. a s� s A4400K 4 2 1/2" PROJECTION (BY OWNER THRU 100 4 IN5TkLEO SEE A4.1 FOR BY GENERAL CONTRACTOR) SIZE 4 PROFILE OF SIGNA6E :a CONDUIT FOR 120V,10 FOYER c •'� VS�A�MIT FOUNDATION OPTIONS ° IF REMOTE SPEAKER 15 USED #I- 24"0 x b'-b" D. SEE OPTIONS FOR DRILLED #2- 30"0 x b'-0" D. PIER. POUR CONCRETE INTO #3- 3b" (p x 5-6" D. ° a . NAT'L GRADE, 5000 P.5.1. ® 26 DAYS. ��t�t loll J RnARO cnT=O.TI nN II� 50ALE: 3/8" = 1'-0" C�rraQQ£�ICI�oQ�. II II 113'-b" WIDE I rLADDIN6 II II LL�jGRADELLL BOLT GAGE SUPPLIED BY OWNER THRU ION 4 •� INSTALLED BY 6.G.:41 I ' I (PREORDER FOR INSTALLATION ® TIME OF CONCRETE ° ° INSTALLATION) G a NOTES: a < . e a . I. GONG. FT6G . SEE 5TRU 2. SEE PYLON 516N ELEVATION ON SHEET A4.1 FOR DIMS 4 51GNA6E SIZES ° II FNrL0N 516N ? 1'-4" VIDE ADDING —ITS bX bX 1/4, (TYP) PARKING STALL 1'-0" MIN LYLE 51GN 141 L-54 4 VAN ACCESSIBLE z SIGN 7- wAmn .awn GN P05T PARKING SURFACE 6��516N DETAIL 2 7/8" � 2 1/8" 15" 0 X 48"D POUR CONCRETE — INTO NAT'L GRADE zt CONDUI (OW FOR OMIT IF REMOTE SPEAKER 15 USED. 5/8" (P X 20" ANCHOR BOLTS PLACED TO TEMPLATE I GTGJ (1) 7/8"0 HOLE FOR CONDUIT HIGH VOLTAGE (12OV, 0) FRONT- DRIVE 4 THRU 51DE (4) O.8'15" x 0 2.00" SLOTS FOR 5/8" x m 20 ANCHOR BOLTS (BOLTS BY G.GJ \` \ VERIFY PIER ` DEPTH AND DIAMETER FOUNDATION OPTIONS #I- 24" (P x 6-b" D. VIP #2- 30" P x 6-0" D. #3- 36" (p x 5'-b" D. o SPEAKER/MIC HOUSING 1/2" LEVELING NUT W/ 1/2" FLAT WASHER FINAL CONNECTION 7 1/2"X 3 5/4" BY ELECTRICAL 12 6A. BAS PLATE CONTRACTOR 7 IK AI2 1/2"X lb" L W/ 2 1/2" PROJ. THREADED BOLT 'I 1/211X 3 5/4" ° a BY OWNER THRU IDQ 4 INSTALLED BY G.G. 12 GA. BASE PLATE 1/2" LEVELING NUT W/ ° CONDUIT TO COMM. SYSTEM ®SERVICE I/2" FLAT WASHER _ WINDOW a O NOTE: A 12" 0 X 48"D GONG. FT6. TO REST ON ° GONG. FT6. UNDISTURBED SOIL, BR6. STRENGTH 1,500 P.S.F. ASSUMED. 14 1/4" (P x I" (FULL GRILL 4 CHILL OR 5/4" (5.5.ONLY) ASTM A36 STEEL PLATE BASE PLATE FLAN (MENU BOARD) 5/4" = 1'-0" O n CURB LINE 1/2" X 12" ANCHOR BOLTS PLACED TO MATCH BASE PLATE TEMPLATE (BY GENERAL CONTRACTOR) E3A5E PLATE PLAN �SFEAKER SECT. BASE PLATE FLAN 1.2 (5PEAKER) 5/4" = I'-O" 1.2 SCALE: 3/8" = I'-O" 1.2 (PREVIEW BD.) 3/41, = I'-O" DIRECTIONAL 516N BY OWNER THRU I.D.Q. AND INSTALLED BY GENERAL CONTRACTOR 6X.315" PIPE J-BOX ADD 1/2" HOLES FOR - ATTACHMENT TO 5"PIPE I� 5" X .256 PIPE CONDUIT FOR 12OV, 10 POWER 4-0DEEP X 1'-0" VIA..;� GONG. FT6. f;'.};�• :�) E`, IVZADE NOTES: SIGN OPTIONS: I. FT6. TO REST ON UNDISTURBED A. ENTER/ENTER 501L BR6. 5TRENGTH 1,500 P.S.F., B. EXIT/THANK YOU ASSUMED C. DRIVE THRU/ORIVE THRU D. THANK YOU/ DO NOT ENTER 2. 5EE A4.1 FOR 51ZE OF 516NA6E B D I REGT I ONAL 51 GNA&E 5GALE: 1/2" = 1'-0" GRADE CLEjAjRANCE EMS IVA POLE BASE (TOP VIEW) 20 DEG p TYP _IA IA _� DRIVEWAY D � RAO ;HOR BOL LOCATIONS GONG FT6 PER JI IL LOCAL CODES. ANCHOR BOLTS- �"XBXIb (MIN. REQ'T (SOLD SEPARATELY OR 18"DIA X 56" SUPPLIED LOCALLY) DQ 5000 PSI) PART # 786-214 14 CLEARANCE SIGN DDT. L2 NO 5GALE w 0 0 z O � !j Li Q > t- a Q 0 w a (U) UIN Q o ® o 0 Z tT C Lu Q acc�i o0 uj U) ado v Q D m.a� o, O 04 e.a; Z C O 0 Z > 0 > a m - E O C O d O, W a w�aW'Oo o}. Ll.l a o 1A Z � 'C ` yZ�°� C)fN E W 0 r ¢ E Lu Lu f n V L O 41 IL � � m � _ m -6 � s NORTH s 0, FOR THIS IS -PLAN" NORTH w V,p /I// FOR ACTUAL BUILDING r ORIENTATION REFER TO M&S a° °9 SITE PLAN (BY OTHERS) IYi N 4 ti SHEET N0. 2-*..* A1.2 z' p O m z 0 V) REMOVE PRIVACY FENCE I I WATER HEATER TO BE REPLACED WITH INSTANT, ON -DEMAND SYSTEM I 1 I 1 I I EXISTING ELEC. PANELS TO BE REPLACED WITH SQUARE-D EQUIP. I I I I I� I I I I I I I I `i CUT t REMOVE CONCRETE SLAB AS INDICATED. COORDINATE WITH OWNER I I I I I I I I lI 0 0 0 0 — z — — — -I — — — I DEMOLITION NOTES: REMOVE MANSARD ROOF (TYPICAL TO ENTIRE BUILDING) T T—— T——I--T—— T --I— —T I I I I I I I I I I I I I I I I I I I I I I I I I I I O O o0 I I F _j DQ EQUIPMENT TO BE REPLACED I L. I _ O O — I — — JO O O I -.1 ol — °I VCT FLOORING TO BE REMOVED ° — — — —TFo °II° °IT-7 I I o=___��°1I° II II II L. II _o1T T 7° 1 II II II II 1 DRY STORAGE SHELVING TO BE REPLACED WITH MOVABLE RACKS, COORDINATE WITH OWNER 0 REMOVE MANSARD ROOF (TYPICAL TO ENTIRE BUILDING) T--T T—T—T T--7--1----T T 1 T�--- -- \ REMOVE MANSARD ROOF (TYPICAL TO ENTIRE BUILDING) T T I � — T 0 0 0 0 Ii� L III REMOVP WINDOW{ FRAME �� TO E REMOVED /A/ AND CM BELOW WINDOW I / - III REMO 1 RESTROOM . - - - - - J WALL FIXTURES �\ \ L\ s z / zz� / /�/�/� /11 /��"`/1 ==� C NAT WITHT^==T- -^� ILX RNER — — —a III i II IIIC — T TT ALL �Ilr/ II T—T llkl I �I� I� T III II II III II II II II I� IIII�IIr i I T III ICI � —J III—J---�Ilf`I Jill II 11 IIT T III\) REMOVE HVAC SUPPLY DUCT 4 GRILLE REMOVE BULKHEAD III J L AND HVAC GRILLES. 1 III _ \ .. Jillf I� II � : � I I III � REMOVE POc14T DOOR I III F` 7 I AND FILL IN � MATCH III III - T T III ADJACENT WI4�LS I I I I II I I I / II II L --j1 _ //II IIX11 �►��— — —1 T T II\li III T❑ IIII LHTO BEFLOORING II - =111k AREMOVE SUN II (III REMOVED II \ (IUM DOWN II TOR INI ED L II-- I — — — �11� J FLOOR ELEVATION I I III I I III �I � — � ❑ Ire— (II I _ 11XIII �►if � TT T T II�11 ® I I II (III I III1fT ITI I IIf`1� �� II REMOVE JJI CUSTOMER I I I I ( I I I COUNTER I� ,I II I III �---77IIC`l`I TO DI ING ROOM OVED :FURNITURE REPLACED I - - � ��i, II 1�� III T ollk�' Ir 1 IIT GRILL, TO AND PREP _ _ III n - - - ! I - - - III J ABLE BE REPLACED II III II J J ���I� — FQ T — I -- I III II II I II IIII�y _ T III REMOVE DOOR II II T III III _ �1 (III II v1i I- 1 � T T TT " AND FRAME, FILL II 111 III III[ �q�ll� = J 1 L — — — J1lI,IJ - - IN OPENING TO MATCH ADJACENT II III lit III l 111�i1 T 111 1 `I —J L -T-::I I� �T -_ ❑ II I C I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I — --L--I—— A--L --I— —L --I---I--L--L--I--L— REMOVE MANSARD ROOF (TYPICAL TO ENTIRE BUILDING) 1. VISIT SITE TO VERIFY EXISTING CONDITIONS. ACCEPT PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY FOR CONDITION OF EXISTING BUILDING AND/OR MATERIALS TO BE REMOVED THAT EXIST AT TIME OF PROPOSAL INVITATION OR THEREAFTER 2. PERFORM ALL DEMOLITION WORK IN COMPLIANCE WITH ALL APPLICABLE SAFETY CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 3. DEMOLITION AND REMOVAL WORK SHALL BE EXECUTED IN AN ORDERLY MANNER CONTROL DUST BY COVERING OR WETTING DOWN DEMOLISHED MATERIALS AND DEBRIS OR WITH METHODS APPROVED BY THE ARCHITECT. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT OWNER'S APPROVAL. 4. ALL DEMOLISHED MATERIALS SHALL BE REMOVED, FROM THE SITE AREA AND DISPOSED OF LEGALLY. DO NOT BURN OR BURY MATERIALS ON -SITE. 5. PROTECT EXISTING ITEMS WHICH ARE NOT INDICATED TO BE REMOVED. 6. DISCONNECT, REMOVE AND CAP UTILITY SERVICES WITHIN DEMOLITION AREA. MARK LOCATIONS OF ALL DISCONNECTED UTILITIES. IDENTIFY AND INDICATE GAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS MAINTAINED AT THE SITE. 1. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER. PROTECT EXISTING STRUCTURE AND AREAS BEING RETAINED. 5. COORDINATE WITH OWNER FOR CONTINUTION OF OPPERATION DURING DEMOLITION AND CONSTRUCTION FOR SCHEDULING 4�lLil L1 L1 /1 /1 /�/ I /REMOVE \ \\\\\I REMOVE UVINDOW, FRAME I-� TO3E REMOVED �I / ® BULKHEAD \ \�/ / AND CMLI BELOW WINDOW \ /-- AS SHOWN I I I I I I \\ I L—� --- \r—I--L--L--I---1 L— I---i L --� REMOVE MANSARD ROOF (TYPICAL TO ENTIRE BUILDING) y< 1 REMOVE DRIVE-THRU — - - - I II I I I —II I I WINDOW 4 FRAME I I I I I I I II I II 1 l II I I 11 II I I I I I I I I I II I II II I I � I II I I I I I I I I I II_--- I II � I I II I I I II I I —T--T--I--T--TTI�--� � � ITI— I I I I I I I I I II I II 1 I I 1 II I I I I I -- I II I---� T--L--1--T--r-� �\ 1 REMOVE COVERED DRIVE-THRU ROOF, MANSARD, COLUMNS t CURBING SEE SITE PLAN FOR MORE INFORMATION OF DEMOLITION PLAN � �, oc e ° -n ° ° ° o r ° N o SCALE: 1/4" = 1'-C" °° o ���//IIIIIIIIIIIU�I w Q 0 0 z N o 0 w Ld z Y O Q Q W CL C) w m n 0 C Q nos LLI 0, L i u� a c o 1 l�o ", ` 0 0 0 0 C U � Gam; z � T 7 v c o z C 0 a C o m o U - c'o 0 V/ E U o C y-. O Q W l 1 00 v O o n� Q - v 1� W a 6o LLI z ° z E U `m < � � ¢ E E NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS SHEET NO. O � A20�0 � 0 L O m 0 (SEE q/Ab2-SIMILAR) I. .10 Mol COLONNADE CONTINUOUS LINTEL TO BE OPEN AT TOP TO ALLOW ACCESS TO AWNING MOUNTING BOLTS. j:D2EXTERIOR SIDES TO BE CLAD YV/ CERAMIC TILE. COLONNADE AWNING MOUNTING BOLTS 4 REINF. MTL. PLATE. SPOT WELD BOLT THREADED ROD STOCK TO TOP OF IN VIA PIPE FRAME. yo )COLONNADE AWNING FRAME MADE OF INVISIBLE FISH MOUTH WELDED IN VIA. ALLOYED PIPE. INVISIBLE HEAT SEAMED AWNING SLEEVE TO FIT TIGHT ON FRAME. PROVIDE SECURING METAL HOOKS TO HOLD MATERIAL IN PLACE. PROVIDE FISH MOUTH HOLES FOR ACCESS TO LOCKING NUTS. HOLES TO BE CAPPED WITH NEOPRENE PLUGS. D-2COLONNADE POSTS TO BE CLAD YV/ CERAMIC TILE �I.10 KNEEYVALL DECK CAP OF 5/8' MAPLE VENEER PLYWD FASTENED YV/ RECESSED COUNTER SUNK WOOD SCREWS, TO BE FINISHED YV/ 50LID MAPLE PLUGS. PROVIDE CONTINUOUS 1-1/2" 50LID MAPLE NOSING W/ 1/2" RADIUS TOP E061N6 AND CAP CORNERS TO RECIEVE PENCIL ROUND DETAIL. ALL FINISHED WITH CLEAR SATIN LAQUER (SEE q/Ab2 - SIMILAR) KNEEWALL WOOD STUD CONST. STUD (PROVIDE TREATED SILL PLATE) YV/ 5/8' PLYWOOD 5HTH6. 4 CERAMIC TILE CLADDING. SEE INTERIOR ELEVATIONS FOR FINISH. FINISHED FLOOR COLONAE;)F. DETAIL 3.� SCALE: I" = I'-0" TRIM CAP DETAIL SAME AS KNEEWALL (SEE q/Ab2 SIMILAR) COLONNADE POSTS TO BE W'2 . CLAD W/ CERAMIC TILE KNEIE ALL DECK CAP OF 5/8" MAPLE VENEER PLYWD FASTENED YV/ RECESSED COUNTER SUNK WOOD 5CREW8, TO BE FINISHED YV/ 50LID MAPLE PLUGS. PROVIDE CONTINUOUS 1-1/2' 50LID MAPLE NOSING YV/ 1/2' RADIUS TOP ED61N6 AND CAP CORNERS TO M.10 RECIEVE PENCIL ROUND DETAIL. ALL FINISHED WITH CLEAR SATIN n LAQUER (SEE q/A6.2) o o m z � a� g m 00 n � m KNEEWALL WOOD STUD CON5T. �- STUD (PROVIDE TREATED SILL PLATE) YV/ 5/6" PLYWOOD 5HTH6. TILE CLADDING. SEE INTERIOR ELEVATIONS FOR FINISH. c GOLONArA F. 17F.TAIL SCALE: I" = 1'-0" MAPLE TRIM — 1/8" SHIM SPACE NOTE: NO GROUT OR WALL TILE WHEN APPLICABLE (CAP DETAIL TO TO REMAIN THE SAME) FINAL GROUT (AFTER TRIM INSTALL) KNEEWALL DECK CAP OF 5/5" MAPLE WALL TILE VENEER PLYWD FASTENED WITH RECESSED COUNTER SUNK WOOD SCREWS, TO BE FINISHED W/ SOLID it / \ MAPLE PLUGS. PROVIDE CONTINUOUS 1-1/2" SOLID MAPLE NOSING YV 1/2" RADIUS TOP DMIEDGING AND CAP CORNERS TO F 1 RELIEVE PENCIL ROUND DETAIL. Q A� NN15HED WITH CLEAR SATIN IL o KNEEWALL CONSTRUCTION OF 2 X 4 Q Q $ STUD ( REFER WITH A2.1 - PROVIDE TREATED SILL PLATE) YVl 5/8" PLYWOOD SHEATHING AND CERAMIC TILE CLADDING. SEE INTERIOR ELEVATIONS FOR FINISH - USE EXTERIOR GRADE PLYWOOD WHEN NOTE: APPLYING WALL TILE KNEE WALL FRAMING HGTS. KNEEYVALL CONSTRUCTION OF 2 X 4 ON SHT A-2.1 STUD ( REFER WITH A2.1 - PROVIDE (FROM CONCRETE TREATED SILL PLATE) W/ 50' 6YP.BD. FLOOR) WITH PAINT FINISH. SEE INTERIOR ELEVATIONS FOR FINISH. KNEENALL DETAIL 3.� SCALE: I" = 1'-0" 5' -0' d) 4' -4' 0 0 0 cn cq cn WINDOW ® WINDOW c!� W DOOR 02 WINDOW (o' - 0' 1114 WINDOW 0 t t 6'-4' 11 Ilk nomm�m� DOOR SCHEDULE MK I SIZE I TYPE I FRAME I HEAD I JAMB ELEV. I HDW I REMARKS 01 12r3'-O' x 1'-O' x P /4' ALUM/GL ALUMINUM -- -- -- '1 FI WA 02 3'-0' x 1'-0' x P /4' ALUM/GL ALUMINUM -- -- -- "I 03 V-0' x b'-8' x Pi4' SC WOOD WOOD -- -- -- 03 EXISTING DOOR - REUSE 04 V-0' x V-8' x P/4' Sc WOOD WOOD -- -- -- n 3 Lo RrTED D 05 V-0' x V-8' x Pi4' SC WOOD WOOD -- -- -- °3 EXISTING DOOR - REUSE DOOR HARDWARE NOTES: 'I. LOCKSET BY DOOR MANUFACTURER *2. STOREROOM LOCKSET - ALWAYS KEY IN, ALWAYS OPEN OUT. 03. EXISTING HARDWARE TO BE RE -USED. WINDOW SCHEDULE MK MAUR MODEL SIZE ELEV.1 DETAIL GLASS MATERIAL FINISH REMARKS ® Arch. Alum. F34500 5'-O'x5'-4' - �B Arch. Alum. FG4500 4'-4'x5'-4' - Arch Alum. FG4500 5'-0'x5'-4' SIDELIGHT / TRANSOM 0 QUIKSERVE SC4030 4'-0'x3'-0' SEE SHEET F1.0 0 Arch. Alum. FG4500 6'-O'x5'-4'IM - NOTE: CONTRACTOR MAY SUBSTITUTE WINDOW AS APPROVED BY OWNER EXISTING ­4*— NEW �I EXISTING ­4*— NEW �I ..7 -Y/ l YLI11 1 II\ I I�♦_1.// L1� -Y IJ -fL/ fp -d} Ifh -[% .a -vw rq, 71F NEW V-4' PRIVACY PVC FENCE w/ ACCESS GATE COORDINATE WITH OWNER r r 1 2 SUBMIT SHOP DRAWINGS 6 0 g" 0 REQUIRED REQUIRED Lf I CLEAR SPACE CLEAR SPACE I c iv V CMU, TOP - V CMU, TOP ° �p AT V-0' AFF. "' AT V-0' A.F.F. O STROOM RESTROOM� _ r :1 F_____ -1 F_ 7 I REQUIRED REQUIRED SPAC ° ° LEAR SPACE 6� d CLEAR /A 61-�1/4'— 2' 7 /4' L' 9' S'�' — — — J cr f!J © 0 r 4 �4 4 SUPPLY CLOSET C., 6 0 ROOF ACCESS UL 4R LADDER - SEE I-WOASSEMBLY DETAIL 2/Al2 SEE SECTION 1/A1.2 6� CORRIDOR 12' 4'-6 1/2' 12' 4'-6 1/2' 12' -1'-5' I 0 N SEE DETAIL N / A/A3D — II ----- ---- r - N �� L--- 3 ---� 3 NOTE: VERIFY KNEE WALL DIMENSIONSRWITH SEATING M SUPPLIER UPPLIE N SEE DETAIL NEW V-4' TALL C/A3.0 N SPLIT -FACE CMU SCREEN WALL EXTEND WALL W-4 3/4' 3'-ll' 4' 01/2'— 1 _ m \ 31/4' 9 � �--------� I I I 11 'S� 4'-2 3/4Ilk C., DINING ROOM tt 4' m 3 1/4' II EXISTING 9 i'' FREEZERTI TO REMAIN \ EXISTING WALLS TO REMAIN GOLD KITCHEN m cti ® e 8 cq Jn \ 6'-9 1/4' �a &N 2 = _ KITCHEN N N r M El CA NEW 8'-4' PRIVACY 6' CMU, TOP PVC FENCE, COORDINATE WITH OWNER AND SUBMIT 1 41.1 At 3'-0' AFF. SHOP DRAWINGS � � 2 b� 9'-O' (VERIFY IN FIELD) 33'-4' 12'-0' 6� 21'-0' EXISTING No � NEW 9' 64'-10 3/4' ��y�1111111iifll FLOOR FLAN. SCALE: 1/4" = 1'-0" z 0 V) fy 0 z cp J o W > 0 cn Io I U IQ W o ®� � � o Qo o� � _ R a �o v o H F MR O op 0� o Q G C V a° a c orI Y I . l� y D (x m a 0 °° ca3 a c — c) C N 'v ° T °moo Z J Eoz O d rnW IZ o _ W U wV a oa LLJ Z'<_ Z U m _ U F c cc� , i E iise6 1 LU C� LU M— z U O 41 V � Q m J s NORTH Of®�i�'� THIS IS "PLAN" NORTH ........°° ���� FOR ACTUAL BUILDING ° ORIENTATION REFER TO o �oo°0��SITE PLAN (BY OTHERS) N * a c'o y�.� e * o SHEET NO. ° °° ° o z ' ! A3.OmJai 0000°°° d3 q_ ,: 21'-0' A.F.F. TOP OF WALL 0 in W-O" A.F.F. TOP OF WALL O'-O" ASSDMED FINISH FLOOR EXTERIOR ELEVATION NOTES OSIMULATED STONE: SUPPLIER: El DORADO STONE, ING STYLE: -WALNUT RIDGE MOUNTAIN LEDGE A/ MATCHING SILL GAPS ® WINDOWS OSTUCCO FIN15H COLOR: #113 AMARILLO WHITE FINISH: SAND PEBBLE OEXISTING SPLIT -FACE CMU, PAINTED COLOR: (SHERWIN Y41H IAM5) SW-4081 SAFETY RED OGAP FLASHING: COLOR: UNA-GLAD, 24 6A. STEEL, ALMOND FINISH: KYNAR 500 E METAL PANEL: LTV!ERlTjj'iC_AI MANUFACTURER: ALPOLIG TALLED SUPPLIER: NU -FORM PRODUCTS, INC LLY COLOR: 4MM ALPOLIG PANEL, DQ REDLY . OMETAL PANEL: SUPPLIER: NU -FORM PRODUCTS, INC COLOR: UNA-GLAD, 24 GA. STEEL, BLACK FINISH: KYNAR 500 OMETAL PANEL: SUPPLIER: NU -FORM PRODUCTS, INC COLOR: UNA-GLAD, .040 ANODIZED ALUM. FINISH: CLEAR SATIN H METAL PANEL: NOTE: MANUFACTURER: ALPOLIG M�TVERTVAl INSTALLED SUPPLIER: NU -FORM PRODUCTS, ING HTALLY COLOR: 4MM ALPOLIC PANEL, DO BLUE LY . OFABRIC CANOPY: MANUFACTURER: A5TRUP CANOPY STYLE: WEBLON COASTLINE PLUS COLOR: #2126 DEEP RED FRAME: 1" 50. ALUM TUBE, CLEAR SATIN FIN15H WELD ALL JOINTS, &RIND SMOOTH OWINDOW FRAME: (OR EQUAL) MANUFACTURER: YKK AP AMERICA INC. PHONE: 800-qq5-g55l COLOR: 2"x4-1/2" BRONZE FINISH: SATIN GLAZING: BRONZE TINTED DOUBLE INSULATED ODRIVE-THRU WINDOW, VERIFY OPENING SIZE WITH MFR PRIOR TO FABRICATION OF FRAME OL.ED. STRIP LIGHTING (SEE El EC): SIZE: 2 ROHS COLOR: BLUE SUPPLIED 4 INSTALLED BY G.G. OQ EXTERIOR LIGHT FIXTURE, SEE ELEC OH.M. DOOR 4 FRAME, PAINT PI7T95UR&H PAINTS' HEAVY CREAM, SEE FINISH SGHED U CMU: ANCHOR BLOCK - ROCK FACE BLOCK #2% SAHARA (TRASH ENCLOSURE) OEXI5TIN6 SPLIT -FACE CMU, PAINTED DOLOR: #113 AMARILLO MITE OCOOLER / FREEZER BOX COLOR: PREFIN15HED TO MATCH #113 AMARILLO WHITE NEST ELEVATION 4.0 SCALE: 1/4" = I'-0" 21'-0' A.F.F. TOP OF WALL 18'-0" A.F.R. TOP OF WALL EAST ELEVATION 4.0 SCALE: 1/4" = 1'-0" WALL PVG FENCE, MATCH BUILDING DOLOR TO REMAIN v SUBMIT SHOP DRAWINGS 0 SOUTH ELEVATION 4.0 SCALE: 1/4" = 1'-0" L L rz WAO WALL PVG FENCE w/ACCESS GATE MATCH BUILDING DOLOR SUBMIT SHOP DRAWIN66 NOTE: EXISTING DUM5TER ENCL05URE SHALL BE UPDATED TO MATCH BU I LD I N6. NORTH ELEVATION 4.0 SCALE: 1/4" = 1'-0" 21'-O" A.F.F. TOP OF WALL 18'-O" A.F.F. TOP OF WALL 0'-0" ASSUMED FINISH FLOOR 21'-0" A.F.F. Z TOP OF WALL 0 >Ln W 18'-O" A.F.F. TOP OF WALL W 0 Z O'-O' ASSL'r-W FINISH FLOOR \ Z � W Y 0 W > 0 to 10 1 U I z a � � P o W � � �o � o $a o e J-u i- --t z O m � � J-I--1 VI X IL NORTH =' YA```�1111111O M S F THIS IS "PLAN" NORTH J °°°°°°°°°�`0,�i' /4� FOR ACTUAL BUILDINGt- o0 °°° °v���i ORIENTATION REFER TO � o �? ti/� a SITE PLAN (BY OTHERS) lri N M o' ° o N * s to *� FTo * = SHEET N0. oo.. % 0 = 0 N °°°°°°°°°°^ o ��� 0 O } m 8'-5 1/2" n Qi o I I I �4- 50" X 72" READER BD. (ILLUM) 50.FT. (PROFILE) = 24.46 5F —I� SQ.FT. (RECTANGULAR) = 25.0 SF I I I T5 6X 6X 1/4, TYP I FYLON SIGN T5 4" STANDARD (NOMINAL) DAIRY QUEEN LOGO (ILLUM.) 50.FT. (PROFILE) = 53.1 5F 50.FT. (RECTANGULAR) = 46.7 5F N�QQ 25" SIGN BOX (ILLUM.) SO.FT. (PROFILE) = 2q.0 5F SQ.FT. (RECTANGULAR) = 2ci.6 5F METAL CLADDING: UNA-CLAD, 24 GA. STEEL, KYNAR 500 FINISH: BLACK 15" X 25" DIRECTIONAL SIGN = 2.6 50. FT. (ILLUMINATED) T Drive = Thru D I iZEGTI ONAL SIGN Si&NAGE AT STOREFRONT: 6'-b"xlO' (NOMINAL) DAIRY QUEEN LOGO (ILLUM) SQ.FT. (PROFILE) = 46.4 SF SQ.FT. (RECTANGULAR) = 65.5 SF T. ( .) BOX (ILLUM) SO 15] SQ.FT. (PROFILE) = 40.2 SF SQ.FT. (RECTANGULAR) = 40A SF q 1/2" X 25" DIRECTIONAL SIGN = 1.6 50. FT. (ILLUMINATED) E��ter D I REGT I ONAL SIGN 13'-O" EXTERIOR PROMO BOARD 56 "w X (50"In SQ.FT. (PROFILE) = 14.6 5F 50.FT. (RECTANGULAR) = 15.0 5F 11" X 57" D.T. MENU BOARD 56.4 50. FT. (ILLUMINATED) r O T 8'-1 1/8" MENU BO DRIVE THRU MENU E30ARD - EX I ST I NO TO REMA I N 8'-5 1/2" 516NAGE AT VESTIBULE: (NOMINAL) DAIRY QUEEN LOGO (ILLUM.) 50.17T. (PROF I LE) = 55.1 SF SQ.FT. (RECTANGULAR) = 46.1 SF II' -I, SIGN BOX (ILLUM) 50 SQ.FT. (PROFILE) = 2q.0 SF SQ.FT. (RECTANGULAR) = 2q.6 5F NOTE: EXTERIOR SIGN PACKAGE CONSISTS OF BUILDING SKINS 'A', 'B' AND 'C' AS WELL AS PYLON SIGN AND FOUR (4) DIRECTIONAL SITE SIGNS. GENERAL CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 1450M. WITHN THEIR BASE BID FOR SIGN PACKAGE EQUIPMENT AND INSTALLATION. CONTRACTOR SHALL COORDINATE WITH OWNER AND SUPERVISE INSTALLATION AND ELECTRICAL CONTRACTOR SHALL BRING POWER AND HOOK-UP EQUIPMENT AS PART OF THE BASE BID. 36" X 54" PREVIEW BOARD 15.5 50. FT. (ILLUMINATED) O iv 3'-0" FRE-VIDN MENU E30ARD (OFT 1 ONAL - NOT USED) z O V) Of w Q O z z o 1 I A Q pcv p ° ■j aco � Lea p p V �— Z T Z > O > a ^ � o d U ° 0 c ° Qo�o Z0 J E O Q -IF N ° Q W o d ° Q O a N wa�o ° 11! Z �D Z m � iE iE" T O uu X Lu k(') 4 O .N 9 IL ``011IIi U l l l it /�/�rri OF /�j� 4+ m s c NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING `����► "ea � A# ' ..�% ORIENTATION REFER TO SITE PLAN (BY OTHERS) M \I1 N SHEET N0. ° z •.,,, °°°ao°°°A°o,�aj�,,,o m Q1 0 m CONDUIT 4 J-BOX, ALL WATER TIGHT. PAINT ALL TO MATCH m STRIP ILLUMINATION SUPPLIED AND INSTALLED BY G.G. O FA56IA OF .040 ALUMINUM W/ ALUMINUM KEEPER SOX. PROVIDE WEEP HOLES AT CABINET BOTTOM 1 5/8" E I'-9" a a APOLIG PANEL OR STUCCO • a . ONE PIECE FLASHING .040 ALUMINUM 8" CMU WALL - CONSTRUCTION EYEBROW DETAIL SCALE: I I/2" = I'-O" I T_ \ / OPEN I 1'-4' 8"GMU WALL Ar- 4 S/ \ AWNING ATTACHMENT TO WALL (2 CLIPS PER AWNING) F N GLG SEE PLAN W STANDARD CMU CLEAR ANOD ALUM AWNING FRAME HEADER SEE 5TRUC SEALANT SHIM, BACKER ROD 6 SLNT ANOD ALUM WDW FRAME CAULK JAMB NlNr�ON ANNIN& E�r-TAIL 50ALE: 1 1/2" = 1'-0" ",—SXI6 SPLIT -FACE CMU GALVANIZED STEEL LINTEL SEE FRAIllWa PLAN FOR SIZING 3' BEARING ON GROUTED CELL STEEL LINTEL DETAIL 2'x2' TUBI STEEL ST TRUSSES TIE BEAT" r r1ril .4� "T 1 t" t� t" IL I t' ion +wm1 t"" "T A I I SCALE: 1/4" = 1'-0" G 2x6 TOP CHORD Tom./ imoj I oP' A I T rn 1 I r_ eom-, I A %./ /'s I I T SCALE: 1/4" = 1'-0" /_ STANDARD CMU ND SPLIT -FACE CM 6' STANDARD CMU EAST S 117F. GMU LAYOUT SCALE: 1/4" = 1'-0" J BEAM SCHEDLAmE BASED ON FC = 3.00 KSI FY = 40 KSI LARGER OF .31_2 .31_1 .31_3 .31_2 .31_4 .51-3 OR OR OR OR OR OR 3L1 3L1 3L2 31_2 3L3 3L3 � � SL�4 STANDARD 90 ,S, I I I I TYPDEGREE (STIRRUP) 2' 'E' BAR 'D" BAR 1 "C" BAR i 'D' BAR I "C" BAR 'D' BAR I "C" BAR 'D' BAR CLR. •F' BAR T Y P. 'B' BAR 'F' BAR 'B' BAR 'F' BAR 'B' BAR 'F' BAR A 'TT' FF 'A' BAR 6' 1 "A' BAR — 'A' BAR (T❑RSI❑N TIE) TYP.. 7 G = ,25 x LENGTH OF SPAN MINUS 16 BAR DIAMETERS 'T' L1 L2 L3 L4 (TIE) SIZE TOP REINFORCING MARK ELEV. DESCRIPTION REMARKS B D BOTTOM SHORT TOP TB1 8" 16" 13'-7 1/2 (2)#5 - (2)#5 - - TB2 8" VARIES RAKED (2)#5 - (2)#5 - ELEV VARIES 13 -7 1 2 TO 13'-5 7 16" BM1 �� 8 899 " 9 -0 (1)#5 - - 8 PS 2.5 - 8 " split -face steel Lintel knockout - SEE DETAIL BM2 8" 8" 9'-0" (1)#5 - - 8 PS 2.5 - 8" split -face steel lintel knockout - SEE DETAIL BM3 6 " 6 " - - - - - OX EAM 3 6' 12 Go. �_lq /\ FRAMIN& FLAN. 4F SCALE: 1/4" = 1'-0" z 0 Ln W Q 0 0 z N o Ld 0 w > Ld Z `1 0 w Q it: w a N10 10 I< a m u Irk Ir W � o e0 Ig a 0 a @ 6 U d U a t 1�045 o 0. Q mac Y l�tl Vi c ao Q a 7 00 0 w 7 O (1/ ` Z m 2 R c (� U o 'o 1 V) �« Z 0 0 <0¢ J =Z0 W �W0 Il L .2 W ° LLJ z c Z Z'o6 c y 'Gp� _ � ao 0 w p � 4- a E —1 LU >t--1 O V O � � V m s NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) cri N POSHIEET N0. O N 5In .0 0 m Q1 m X-BRACING, SEE NOTE -0' 6'-0' 6'-0' 6'-0' 2'-6 1/2' 2'-24'-0'10 2x6 PT TOP PLATE 2x6 PT TOP PLATE (L 4L44 �t i.N I I I AIR.- 2'x2'xl/4' STEEL TUBE X-BRACING, SEE NOTE 2VERTI/4- REILL TUBENG TOISREMAINRUSSES I ( VERTICAL REINFORCING PARAPET FRAMING: PARAPET FRAMING: I I 8' 18 Ga. METAL STUDS 9 16' O.C. (Max.) 6' 18 Ga. METAL STUDS + 16' O.C. (Max.) I I I I I I I I I I I I I II 11 I II I I I i I I I I I I I I I I I A5.1 ELEVATION ,45.1 ELEVATION 12' -11 1/2' 11' -1 1/2' -1' -11 1/2' ol 0 X-BRACING, SEE NOTE 12' 5'-6' S'-6' 6'-0' 2x6 PT TOP PLATE 2x6 PT TOP PL (L NL Hi0 --.1p I 1'x2'xl/4' STEEL TUBE PARAPET FRAMING: 2'x2'xl/4' STEEL TUBE VERTICAL REINFORCING 6' 18 Ga. METAL STUDS 0 16' O.G. (Max.) VERTICAL REINFORCING 12' . fo'-0. 5'-0' 6'-0' .12' ... JL I I 2'x2'xl/4' STEEL TUBE X-BRACING, SEE NOTE VERTICAL REINFORCING I PARAPET FRAMING: 6' 18 Ga. METAL STUDS ® 16' O.C. (Max.) 11 II I I m I I li II I II I I I I I I I I ELEVATION �45.1 I II II I I I I I II II I I I I A5.1 ELEVATION N lQ 4' -5' xb PT TOP FLA eELEVATION A5.1 G3�. iIi11 eELEvATION A5.1 2'-0' 6'-0' , -0' PARAPET FRAMING: 6' 18 Ga. METAL STUDS 5 16' O.G. (Max.) N I I 1 N NOTE: X-BRACING IS 1', 14 Ga. FLAT STRAFING SECURED AT EACH INTERSECTING STUD. I NOTE: CONTRACTOR SHALL VERIFY ALL ROUGH I 1 OPENINGS WITH WINDOW/DOOR MANUFACTURER I I A5.1 ELEVATION N i) L. 41-4' 1/ (0'-0' 1/ 6,-0N 11 (01-0' ,/ 6'-0' 1/ 2'-4' .1,_at. 2x6 PT TOP PLATE N 4 r F OF O d) BOX BEAM (3) 6', 12 Ga. HUCQ210-3-SDS �n 7 - OPEN I eELEvATION A5.1 4' - 3' II II II II I I I I I I I I ELEVATION I r I I I I m I I I I II I II I ELEVATION ,45.1 23'-0' 2'-4' 6'-0' 6'-0' Wa 3'-6' II'-5' 24 6 PT TOP PLATE I II 2'x2'xi/4' STEEL TUBE I VERTICAL REINFORCING I I ELEVATION 1'-8' PARAPET FRAMING: 2'x2'x1/4' STEEL TUBE I 6' 0 Ga. METAL STUDS ® 16' O.C. (Max.) VERTICAL REINFORCING X-BRACING, SEE NOTE I II I II I _ I I I I I I m li I I I I I II II I II I �45.1 ELEVATION 5'-11, 2xb PT TOP PLATE I � I 2 x2'xi/4' STEEL TUBE I VERTICAL REINFORCII K* 11 II I I 11 II I n I I I N I II I I If 21 II II I I II 11 II I f I I I I " ELEVATION >45.1 11' -1 1/2' z 0 U5 Qf w 0 0 z CA J Z 0 `1 W 0 O cr 0 Q � U Q W P � o �o �o Q a to 0 @� a Z u o c � Q acu o0 .1 V) aco 0 m d 7 o c z c a ; z c o m-o c-a C� �-1 / ) C�_ T V Q 0 U p J E <0¢�W ko ci W �no Rto) - l w v 0 1 y Z 1.o 5 Z N m W I- ¢ E C �t tD DA �— N Q Lu �X Lu Lu r fn O � lCi O710 X-BRACING, SEE NOTE t ,, NORTH s ELE VAT (ON ��4 THIS IS "PLAN' NORTH lri +P�F�� a�°°°°°°o, �i FOR ACTUAL BUILDING 0 ORIENTATION REFER TO -2�0JN� °°� % SITE PLAN (BY OTHERS) m N NOTE: CONTRACTOR SHALL VERIFY ALL CONDITIONS IN FIELD. _ * ;ram *® �o * SHEET N0. AR001 FRAMING ELEVATIONS °°°° ��.� m � ,�/ ooO-oo. 000°Oo° ��` O 0 SCALE: 1/4" = 1'-0" ','�����seie"fill i A��``, ` D n Ii 3 i i Al.l 3 .ta EXISTIWG ROOF -TOP EQUIPMENT TO REMAIN NEW SSE - M STINCs l F7 1 BU I LD I N& SECTION 6.0 SCALE: 1/4" = 1'-0" ra­-� ICU I LI7 I N& SECTION ll�t SCALE: 1/4" = 1'-0" � E:1 ) Ono z 0 Ln Of 1( LtJ � Ld J Q (� Z � Q Li> Y ULod 0 d Q a o � o o � 0 Z a _ ��A A- Q nc c�i o L u(f) m (� D o0 �J Z c a ; O T 7 L i+ m C O c — o' L C M q U � c o 0 C VI O J CC E <0¢�W 0- vo r� W a ao � q ! Z C O Z C z� �m Ol W CO E - y tu Ii NEW EXISTING I 0 0 tt 1410UR RATED Q _^� I ASSEMBLY 1 Lu , �1 Is w ftft� � � � � � wommoo L= BUILI;)IN& SEC710N 6.O SCALE. 1/4" = I'-O" OF V°000000000040A//// o moo �QE:$ . A40 0 AR 01 le 0 ° °o 0 //// °ooOOOOooao oos°Oo°oo 0) Q) O O all _ m � —ii6 NORTH m s s THIS IS "PLAN" NORTH FOR ACTUAL BUILDING t ORIENTATION REFER TO SITE PLAN (BY OTHERS) m N SHEET NO. A&.Om o� 0 r m ALUMINUM CAP FLASHING PVC ROOF MEMBRANE o (OVERLAP PLYWOOD CAP) M �j 3/4' CDX PLYWOOD 2x6 PT NAILER POLYSTYRENE COf IICE w v a V IS Ga. 'Super C' 0 m METAL FRAMING 3/4' CDX PLYWOOD 6 CONTINUOUS ALUMINUM SHEATHING z 21'-0' A.F.F. CAP FLASHING M TOP OF PARAPET SEALANT � BACKER ROD 1 3/4' S' 2' � o w STONE VENEER w -1 v SEE ELEVATIONS a 0IV) o � I< Li a POLYSTYRENE = 0 IN ® ° �00�0 W @ o DETAI CE SEE DO_a00 CORNICE I7 E TA I L DETAIL A/A7.0 eg o 18'-0' AFF. -7.0 SCALE: I I/2" = I'-O" 4 o a TOP OF PARAPET* d l O U I I o �a 0 �I �I =I I — II I I I I I I I I II I 13'-i i/2' AFF. 13'-7 1/2' AFF. TOP OF BEAM ------------------------------------ a ------------ ------- TOP OF BEAM -------------- - ----- --- -- q. cn c+\ i Q ma c coi ���YYY ��IIII ___ ppp��� o U) a cOr m o 0 z Q T WOOD TRUSSES - MATCH EXISTING 04 WOOD TRUSSES - MATCH EXISTING 1V) �/ z m STONE VENEER SEE FRAMING PLAN FOR DETAIL �J — — SEE FRAMING PLAN FOR DETAIL g� ` � m ON 3/4' CDX ° ° u�° ` v o PLYWOOD SHEATHING CONTINUOUS — ° T ON METAL STUDS ALUMINUM CAP o O E Z ° = FLASHING cd, zz � J ¢ W 0 L o W o Jb 2x8 PT WOOD 0 Q o NAILER 0 U �� � W a �'o 0 LAY -IN CEILING GRID Z 6 z (L (In REBAR, VERTICAL REINFORCING MAXIMUM U 11J cp I I V LU I I I I � I I � Q I I N II UME I I ci • m 4'x 5/S' cd m ,n STUCCO BAND II' IL I I II II I I cf0 XX u N i--1 II OII � I II II SEE FINISH PLAN FOR II - i li 0'-0' ASSUMED FINISH FLOOR INTERIOR WALL, BASE AND FLOOR FINISHES GRAD ZV i i. _ --1 0 � — ___----1 Z LU ------------------� pa — — — — — — — — — — EXISTING 4' CONCRETE b ° . ° LU �— FLOOR SLAB TO REMAIN ------- ------------ _ I I O I I I 0'-O' ASSUMED 0'-O' ASSUMED °4 '�- FINISHED FLOOR � FINISHED FLOOR �� O V (EXISTING) (EXISTING) ' m a � MALL SECTION di e i.0 SGALE: 3/4" = 1'-0" NORTH m O �/ 4jTHIS IS "PLAN" NORTH °°°°°°`° Or, i��� FOR ACTUAL BUILDING r ORIENTATION REFER TO SITE PLAN (BY OTHERS) m N * �� *% �.� o * = SHEET NO. o do c� -n o _ N MALL SECTION r:2 � L SECT I O1� o A 01 7® � r i.0 SGALE: 3/4" = 1'-0" i.0 SCALE: 3/4" = I'-O" 000 O °° Ln 'ooOoo o°°o° ���` Al'o MYl W 00000//o��° �� O O } m z O (10 > W ry w Q 0 O 4'-5 1/4' z 21'-0' AFF. TOP OF PARAPET 2x(o Pt TOP PLATE (TYPICAL) � o 0 ui lh z Y o POLYSTYRENE a a w a COR410E - SEE a u) im 10 1 a DETAIL A/Ai.O �❑00�❑ W `� DOO❑DO o i8'-0' AFF. TOP OF PARAPET Q Tj TOP OF PARAPET k. TOP OF PARAPET �� Lu 2x6 PT TOP PLATE i 2x6 PT TOP PLATE (TYPICAL) i (TYPICAL) LLL z 5/8' STUCCO q - ❑❑� a FINISH ON 3/4' ?' ❑ CDX PLYWOOD � :� �i +� _ a zi SHEATHING — (K; � �I `r I'ai EXISTING � mLji STONE VENEER EQUIPMENT _ Lu ON 3/4' CDX 7 TO REMAIN i.ai O ❑ zI PLYWOOD SHEATHING Col - `�i ON METAL STUDS APOLIC PANEL ON I 3/4' CDX PLY Op 0 L SHEATHING O� I � EXISTING NEW �❑O� r DRILL t EPDXY EXISTING - FL BOLTS INTO EQUIPMENT `=' "V - I I To REMAIN 6' 20 Ga. 13'-6` +/- AFF. a IL^ °li. BEARING VARIES EXISTING TIE BEAM BEARING VARIES g 13'-1' +/- AFF. r� Ir �I y METAL STUDSall � _ \ BEARING VARIES a �Q N • • 5/8' CDX . Ii PLYWOOD ! _ ❑ - ° m BEARING VARIES„ SHEATHING — ® os. o 0 EXISTING TRUSSES NEW TRUSSES � 12 -4 AFF' � � Q m T ° TOP OF EYEBROW m n n TO REMAIN t0 MATCH EXISTING �r � a = o EXISTING TRUSSES ITRUSSEs I I J = oO oCE f 0 p z ALUMINUM 'EYEBROW' Q Z o q EXISTING TRUSSES SEE DETAIL_ - ALUMINUM EYEBROW Z o `t L1 TO REMAIN 'O Q SEE DETAIL, SHEET A-? o � �" ❑DO o � �° o 0 � Uj C? BOX BEAM LAY -IN CEILING GRID = ❑ 9'-11' AFF. O ¢ W l3Xo , 12 Ga. 0 _ TOP OF AWNING o a 3/4 CDX �0 Lu Q PLYWOOD ALUMINUM 4 CANVAS AWNING = Q W ° SHEATHING ul ` z ° 6' LAY -IN CEILING GRID _ _ z a O❑ ��aE LAY -IN CEILING METAL STUDS EXISTING t0 REMAIN 8' 2'-(6 3/4' STEEL LINTEL 0 SEE FRAMING PLAN ALUMINUM / CANVAS — Q 3 3/4' STUCCO ON WINDOW AWNING F SEE DETAIL- ❑ u PAPER -BACKED U u METAL LATH u I Do STOREFRONT WIND — X N TO MATCH EXISTING 0 Lu STOREFRONT GLASS �❑❑ MATCH EXISTING z � �� er � I ❑DO I I I ul LU N J ❑ z N = Do 0 u E=E E= Q `) SEE FINISH PLAN FOR = WINDOW SILL, INTERIOR WALL, BASE �r O 4 d AND FLOOR FINISHES N MATCH EXISTING X Lu 5/8' GYPSUM BOARD ON= Ix METAL FURRING ❑ LU zu �0 — zu - SEE FINISH PLAN FOR Q 0 z z INTERIOR WALL, BASE z CIAz O O AND FLOOR FINISHES EXISTING 4' CONCRE E EXISTING 4' CONCRET EXISTING 4' CONCRETE �❑❑� C J-�-1 f— FLOOR SLAB TO REMAIN FLOOR SLAB TO REM IN FLOOR SLAB TO REMAIN �O (1 0 FLOOR V I 0'-0' ASSUMED 0'-0' ASSUMED 0'-0' ASSUMED E� 0'-0' ASSUMED O FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED V (EXISTING) (EXISTING) (EXISTING) (EXISTING) _ _ • _ _ m O F el 4 U EXISTING STEMWALL EXISTING SLAB 4 Q U EXISTING STEMWALL EXISTING STEMWALL O m i AND FOOTER TO REMAIN FOUNDATION TO REMAIN AND FOOTER TO REMAIN AND FOOTER TO REMAIN V IL NORTH m s i' THIS IS "PLAN" NORTH �\\\1911 LSIlI// °°°°°°°°°° 0 d6% FOR ACTUAL BUILDING CL % 10 ORIENTATION REFER TO o�"� �' SITE PLAN (BY OTHERS) m N NA NALL SECTION 2 SECTION NALL " ECION NALL SECTION oo o SHEET N0. *- *_ 0 449 6 Jo Oz Ili SCALE: 5/4" = 1'-0" A�1.1 50ALE: 3/4" = 1'-0" i.l 50ALE: 3/4" = 1'-0" 7.1 SOLE: 3/4" = 1'-0" '°°° 141 ''''j�� ooOOO00000000°o°° O dzl Design No. U419 November 14, 2007 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5) 1. Floor and Ceiling Runners — (Not shown) — For use with Item 2 - Channel shaped, fabricated from rain 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 1A, Floor and Ceiling Runners'" —blot shown - In lieu of Item 1 — For use with Item 2A;, proprietary channel shaped, min. 3-5/8 in, wide with 1 in. long legs, fabricated from min. 0.0150 in. (0.0146 in., min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max, DIETRICH INDUSTRIES INC — UltraSTEELO. 113, Floor and Ceiling Runners — (Nat shown - In lieu of Item 1) — For use with Item 2A, proprietary channel shaped, min, 2-9/16 in, wide with 1-3/16 in, wide flanges, fabricated from min. 0,0150 in, galvanized steel, attached to floor and ceiling fasteners 24 in, OC, max. DIETRICH INDUSTRIES INC — UltraSTEEL®, 2. Steel Studs — Channel shaped, fabricated from ruin 25 MSG corrosion -protected steel, min width as indicated under Item S, min 1-1/4 in. flanges and 1/4 in, return, spaced a max of 24 in. GC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A, Steel Studs* — In lieu of Item 2 - Proprietary channel shaped studs, min. width as indicated under Item 5, min. 1-1/4 in, long legs and 1/4 in. long folded back return flange legs, fabricated frorn min. 0,0155 in. (0,0149 in,, rein bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. Allowable use of studs is shown in the table below,. For direct attachment of gypsum board only, DIETRICH INDUSTRIES INC — UltraSTEEL(D. 2B. Steel Studs — (As an alternate to Item 2, For use with Item 5B) Channel shaped, fabricated from rain 20 MSG (0.0327 in, thick) corrosion -protected or gale steel, 3-1/2 in. rein width, rein 1-1/2 in. flanges and 1/4 in. return, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/6 to 3J4 in. less than assembly height. 3, Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.) (Not Sftcsv-rn) 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self -drilling tapping screws with a min. head diam. of 0.29Z in. at maximum 6 in, OC. in the perimeter and 12 in. OC. in the field. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool Batts, friction fitted between studs and runners. Min nom thickness as indicated under- Item 5. See Batts and Blankets (BKNV or BZ32) Categories for names of Classified companies. 4A. Batts and Blankets` — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics andfar Fire Resistance. See Batts and Blankets {BKNV or B232) Categories for names of Classified companies, 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Wallboard Protection on Each Side of Wall Min Min No. of Min Stud Stud Layers Thkns of Depth, Depth, & Thkns Insulation Rating Item 2 Item 2A of Panel (Item 4) ........ 1 3.1/2 3.5/8 1 layer, 5/8 in. thick Optional 1 2 1/2 3-5/8 1 layer, 1/2 in. thick ' 1-1/2 in. 1 1 5/S 3-5/8 . .............. 1 layer, 3/4 in. thick Optional .............................................................................................. 2 1-5/8 2-1/2 2 layers, 112 in. thick Optional 2 1 5/8 2-1/2 2 layers, 5/8 in. thick Optional 2 ................. 3 1/2 3 5/$ - ...............- -....r 1 layer, 3/4 in. thick I 3 in. 3 .... 1-5/8 2-1/2 3 layers, 1/2 in. thick : Optional 3 ........ ................ 1-5/8 ........ 2-1/2 : ........ 2 layers, 314 in. thick : Optional ................................. 3 ....... 1-5/6 2-1/2 3 layers, 5/8 in. thick. Optional ....................................................... 4 1 5/$ 2 102 4 layers, 5/6 in, thick ! Optional ....... 4 ......... 1-5/8 ....... 2-1/2 4 layers, 1/2 in,, thick ; Optional ......... 4 2-1/2 ; 2.1/2 ................. 2 layers, 314 in. thick 2 in. CANADIAN GYPSUM COMPANY — 1/2 in. thick Type C, IP-X2 or IPC-AP; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WPX or WRC, 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in, thick Type C, IP-K2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-XI, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC, 5M in. thick Type AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or UMACOGE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/Z in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board thick) channels in Item 6 , One layer panels (112 in. or 5/8 in. -hick) shall be attached to furring _harm-ls as of gypsum board panels (112 in, or 5/6 in. think) attached to opposite side of stud without furring channels as described in Item 6. 5A, Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CANADIAN GYPSUM COMPANY — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX, USG MEXICO S A DE C V — Type SHX. 513. Gypsum Board* — (As an alternate to Item 5 when used as the base layer an one or both sides of wall, For direct attachment only, not to be used with Item 3) - Nom 5/8 in, thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically, Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1- 1/4 in. long Type S-12 steel scra4gs spaced a in, CSC at perimeter and 12 in, 0C in the field, RAY -BAR ENGINEERING CORP — Type RB-LBG 6. Fasteners — (Not shown) — For use with Item 2 - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are .applied vertically. Two layer systems! First layer- 1 in. long for 1/2 and 5/8 in, thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in, long for 1/2 in,, 5/9 in. thick panels or 2-1/4 in. long for 314 in, thick pan els, spaced 16 iri. OC with screws offset 8 in. from first layer, Three -layer systems: First layer- 1 in. Icing for 112 in,, 5/8 in, thick panels, spaced 24 in, OC. Second layer- 1-5/8 in. long for 1/2 in., 5,l8 in. thick panels, spaced 24 in. OC. Third layer- 2- 1/4 in. long for 112 in., 5/8 in. thick panels or 2-5J8 in. long for 5/8 in. thick panels, spaced lc in, OC. Screws offset min 6 in, from layer below, Four -layer systems: First layer- 1 in. long far 1/Z in,, 5/6 in. thick panels, spaced 24 in, OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in, thick panels, spaced 24 in, OC:, Third layer- 2-1/4 in, long for 1/2 in, thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/0 in. long for 1/2 in. thick panels or 3 in, long for 5/8 in. thick panels, spaced 12 in. CSC. SGrews offset min 6 in. from layer below. 6A. Fasteners — (blot shown) —For use with Item 2A - Type S or S-12 steel screws used to attach panels to studs (Item 2). Single layer systems: 1 in. long for 1/2 and 5/6 in, thick panels or 1.1/4 in. long for 3/4 in. thick panels, spaced 8-1/2 in. 0C with additional screv4s 1 in. and Z-1/2 in, from edges of the board when panels are horizontally. or 6 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems applied vertically: First layer- 1 in. long for 1/2 and 5/0 in, thick panels or 1-1/4 in, long for 3/4 in, thick panels, spaced 16 in, JC. Second layer- 1-5/6 in, long for 1/2 in,, 5/8 in. thick panels or 2-1/4 in. long far 3/4 in, thick panels, spaced 16 in, OC with screws offset S in. fromfirst layer. Trio layer systems applied horizontally: First layer- 1 in. long for 1/2 and S/$ in, thick panels er 1-1/4 in, long for 3/4 in, thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1- 1/4 in. from each edge of the board. Second layer- 1-S/8 in. long for 1/2 in., 5/8 in. thick panels or 2- 1/4 in. long for 3/4 in, thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in. long for 1/2 in,, SJ8 in, thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in,, 5/8 in. thick panels, spaced 24 in, OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in, thick panels, spaced 12 in. OC. :Screws offset min 6 in. from layer below. For all layers, an additicinal screw shall be placed 1.1/4 in. from each edge of the board, Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 112 in., 5/0 in, thick panels, spaced 24 in. OC. Third layer- Z-1/4 in. long for 1/2 in, thick panels ar 2-5%8 in, long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/6 in. thick panels, spaced 1Z in, QC, Screws offset ruin 6 in. from layer below, For all layers, an additional screw shall be. placed 1-1/4 in. from each edge of the board, 7, Furring Channels (Optional, not shown, for single or double layer systems) Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, s paced vertically a max. of 24 in, OC. Flange portion attached to each intersecting stud with 112 in, long Type S-12 steel screws. Notfor use voith Item 5A. 7A, Steel Framing Members (Not Shown)* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a, Furring Channels — Formed of No. 25 MS'G gale steel, 2-3/8 in. wide by 7/8 in. deep, spaced max.. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A, b, Steel Framing Members* — used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max, 48 in. OC. RSIC-1 clips secured to studs with No, 6 x 1-1/2 in, minimum self -drilling, S-12 steel screw through the center grommet, RSIC-V clips secured to studs with No. 8 x 9/16 in. minimum self -drilling, S:-12 steel screw through the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — 7ypes RSIC-1, RSIC-V. 7B. Steel Framing Members (Optional, Not S.hown)'* — As an alternate to Item 7, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No, 25 MSG gal/ steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item In, Batts and Blankets placed in $tud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as describer) in Item S. Not for use with Item 5A. b, Steel Framing Members* — used to attach furring channels (Item 7BQ) to one side of studs (Item 2) only, Clips spaced 48 in, OC., and secured to studs with two Ala. 8 x 2-1/2 in. coarse drywall screws one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 6. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Papertape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, not shaven) — Aluminum, vinyl or steel siding, brick vaneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs ,with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 55) - lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of th:e strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grande "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item SB:) and optional at remaining stud locations. Required behind vertical joints. 12. Lead Discs or Tabs — (Not ShQwn, For Use With Item 5B) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.1Z5 in, thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0,125 in. thick lead tabs placed on gypsum board's (Item SB) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". *Bearing the UL Classification Mark WOOD TRUSSES. GYPSUM WALLBOARD Base layer tttlse X gis'l.,_:urra walllboard applied at right anc-files to, wood r of t€ t sse, 2W O.r. vitl-r 11J4" Type W Or S drywall . rre-Nis 24 r,<�, Face layer 5.8, t; pe X gyl sure wallb,oer•d Or �f'°i Burn ver-:eer base -if. rigght angles tc,; tr-us e-S, 0 ifl I T"Wi Type or S -IrylvWl screw:s 12" D,cc at joints ar,d intemedia.te trLr,. S&5 �Wld 1 t12" T to G dr all s r[ vvs 12" o,c, placed 2'" bacl'E .; n either sicle cof errcl jaintws. >..jOlrrts sf net 24" fY:<r-rl bays layer joints, 1VVo>d trlms. ,s s.ralsport' j ia�` W001 StrU011ir:°al �rFV-rel- <@, pliecl at right �".r`t��les to tru.,.5ses with 8d r,ail ,. r' rypropriato roof arriverim. V4 i9ty: 5 PSI` Fire Test: FM FC 172, 2- 2 3J.; ITS, 9-6-98 EXISTING WOOD TRUSSES TO REMAIN FIRE CAULK JOINTS WITH 3M CP 25 W5+ OR APPROVED EQUAL ; EXIST. CONCRETE SLAB TO REMAIN 1'-0' 11 I -HOUR ASSEMBLY GA FILE •RC2602 (2) LAYERS OF 5/8' GYPSUM 50ARD. EXTEND 12' MIN. PAST WALLS. 1-HOUR WALL ASSEMBLY UL OU4113 5/8, GYPSUM 5D. ON EACH SIDE OF 3-1/2' 20 Ga. METAL STUDS g 16 O.G. 4 LU t- 4 FIRE CAULK JOINTS WITH 31" I CP 25 W5+ OR APPROVED EQUAL hlAL_L. SECT I ON rt.2 SCALE: 3/4" = I'-O" } r2 GGSS LADDER SCALE: 3/4" = I'-V S"x(0"x3/16" STEEL ANGLE 1/2' RAMSET DYNABOLT OR EQUAL - (2) PER BRACE 6 r,4DETAIL SCALE: I' = I'-0° Z O V) Of w Q 0 O Z Y 0. Upp Q p,C U LU o °OF o ..Lea m C, ° V :5 c a 3 z o 00 T C 0 7 m G L > a _ c o m C N q o ° (n ro d Up J E 0 ¢ rnW 0w,a0 LLJ �Qo _� W 0. boo y ■ U Z U' .o Q c Tz� _ o� z C E LU i� O LU L 1(-1U �-- V OL , NORTH m s ot1111/1�1,191111/A11I1' ♦� V ,� ,��Ik. THIS IS "PLAN" NORTH �ec� 000000 o °Q �i�� FOR ACTUAL BUILDING r ° pO �� ORIENTATION REFER TO S. Cio °�,� •� M(/S,°•�% SITE PLAN (BY OTHERS) m N y ° SHEET NO. o t� F% coo 0 °00 o let MM 'II °oOOOo Oo°°�000 A1.2 W F. REFLECTED CEILING PLAN NOTES 11 24' X 24' X 5/8' FINE FISSURED, SQUARE LAY -IN . COLOR' ADOBE, ARMSTRONG 11128AD, PRELUDE 15/I6' EXPOSED TEE GRID SYSTEM AS MANUFACTURED BY ARMSTRONG, COLOR ADOBE 12 24' X 24' X 5/8' FINE FISSURED, SQUARE LAY -IN. COLOR' WHITE, ARMSTRONG h118AD, PRELUDE 15/I6' EXPOSED TEE GRID SYSTEM AS MANUFACTURED BY ARMSTRONG, COLOR WHITE PERIMETER TRIM: ARMSTRONG 'AXIOM' 4' ALUMINUM TRIM. #AX4CUR (CC)120X3/4X4 CURVED, (CC) CONVERSION COAT FOR SUBSEQUENT FIELD PAINTING. PAINT FINISH TILE,GRID, AND TRIM SYSTEMt PITTSBURGH PAINT COLORt KIMONO 0341-5 PRIOR TO INSTALLATION 13 24' X 48' X 1/2' VINYL GYPSUM, CLASS A FIRE RESISTANT. COLOR: WHITE, ARMSTRONG %10 PRELUDE 5/I6' EXPOSED TEE GRID SYSTEM AS MANUFACTURED BY ARMSTRONG, COLOR. WHITE 21 DARKO CELING DECOR - PROVIDED BY OWNER /IDQ AND INSTALLED BY GENERAL CONTRACTOR (SEE DETAILS 5, 6,1, 8 4 SA:5 FOR MOUNTING) 12 GYF=SUM BOARD CEILING ON 1/8' HAT CHANNELS 12' O.C. 4 3 5/8' CARRY CHANNELS s 4'-O' O.C. PERPENDICULAR TO ROOF STRUCTURE. SEE FINISH SCHEDULE (FINISH M4) FOR PAINT COLOR O(NOT USED THIS REMODEL) WALL SCONCE, SEE ELECT ® EXTERIOR METAL CANOPY, SEE WALL SECTIONS O EXTERIOR FABRIC AWNING, SEE WALL SECTIONS 0 (NOT USED THIS REMODEL) DROP WALL WITH GYPSUM BOARD ON THREE SIDES. SEE FINISH SCHEDULE FOR PAINT COLOR BOTTOM ONLY. O CENTER LIGHTS OVER WINDOW/DOOR ® EXISTING SYSTEM TO REMAIN. SPE SPEAKERS SOUND REPLACE WITTHCEILING SPEAKERS OEXTERIOR SPEAKERS, CONNECT TO EXISTING SOUND SYSTEM. O EXISTING SECURITY CAMERA r• 0 FINISH W.5 - - WALL TRIM ANGLE SECURE TO ALUM TRIM A.G.T. TYPE I IOQ'-4" 4 ALUM TRIM, SEE KEYNOTE 1.2 FOR 5PEG M.8 A.G.T. TYPE 2 PT. TILE, SUSPENSION SYSTEM PRIOR TO INSTALLATION M.8 DARKO GEILIN6 DECOR PIECE 5U5PEN5ION SYSTEM n SOFFIT/GEILIN6 TRANSITION DETAIL (2) 2XIO HEADER OVER W.I.E. OPENING YV/ BLOCKING AS REQ'D. IX4 CEDAR, PAINT TO MATCH ADJACENT WALL .,� i'-b" AFF � HEADER HEIGHT IX8 CEDAR, PAINT TO MATCH ADJACENT WALL IX4 CEDAR, PAINT TO MATCH ADJACENT SILICONE 51LICONE CAULK MEMBRANE ROOF SUPPLIED BY MFR. FASTEN TRIM STRIP TO WALL, SEE MFR. DEATIL5. WALK-IN FREEZER COOLED' DF.T. 8.0 SCALE: 5/4" = 1'-0" YA V. El ( I \4a ; • ..,=:.'.ar. 'a .� :a a •'t'titi r. \;, ;.rr'QiI I I 0 I I - _ _ "_ -. Aa.:,w• •.'r -� -� I _- _ I __ __I__ I _ I _ I__ I __ I _ Ull -----I-----I I —rI— —�I1— rrt'ti'\'°''.: '�\i'"•:,�..•..' I I II(I � EXISTING Q I� Q II I -Q CEILINIOI TO REMAIN -t_ ---- z41_01 8-4 1r�5 -' L I I I _--1IIlIII O+ -41 �0 - O -1 01r-- —J=O1 ----v-- Illl 10Q I 10 I - IIIII ---c I - - - - - -7-1 1 1 1 10 IIi AREA AT COOLER -- -- -�--+- o 1---- - - - - - -4 4- � - IIIII --_- .• I I 1 I I I I I I I O 1 I I 1 11 10 I 1 1 I 1 1 I EXISTING � -- � � I 1 I 1 0 1 1 1 1.1 G 1 1 Q 1 I I Q I I I I I EILIWs I$98 TO REMAIN I 1 1 1 I I I I--- -�-- - _'I I- 1 -L- I-- I--1 - 1-- 1 -r 1 -- 1 -• 1----- fi------r------ ---------f� EXTOIINGHOOD + I I I I I 1 1 �- --I I 1 -- �-EMAIN F--I I 1 I S I I I I I I I O -- - I-----------1-----I-----.�------�� L ��I v9-4, -- i -- i--I-1.1 -•- 1-- I--1 - EXISTING 1 O O 1 1 TO E1Z 11 1 REMAIN I I L1- - -t- - - - - - - / \ / \ - - -- I� 9'-a' I _ I I -----I----- -----f----------r- �---_ -r=-I----- 1 I I 1 I I h x O -rt -1--rt -•r- 1-- -- fi- r-�--------- - t-----I r-----�- --i ---�� EXISTINGHooD \/ I I I I I I I TO REMAIN I SEE 41A80ETAIL //\\ /i\\ 1 0 1_ I d 1I_ I - I �- - -1 �- - -I• I I I I I I 1 I / u X 4- 1­- - 1­--4 - -I-- � 4 - 4• I I I I 1 SEE DETAIL 3/A8h 9 ® I I I I 0 00 0 10 REFLECTED CEILING PLAN 14 r SCALE: I/4" = I'-O" moo "Aft 0 1 i WU z 0 V) w a 0 COY o 0 1(1 w > ,,, z Y 0 Q w Q n 0 _ n a � � � ® o O IM a m 0 o a O V l.� LL �-LI V m m c NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) :o N SHEET NO. 5. o� m 0 dzi DECOR FINISH SCHEDULE (&RILL CHILL) FLOOR $ BASE WALL (CERAMIC TILE) WALL $ MISC. WALL $ MISC. WALL $ MISC. FINISH NOTES F I FLOOR TILE: 50LYMLPI - TILE - GROUT:' LATICRETEIE - 12"XI2" SPECTRALOCK, COLOR: *45 RAVEN ViALL W.I COLOR! BEIGELYMQIA TILE - "MICRON FORMATO"- 6ROUT: LATICRETE #85 ALMOND 12'X 24" M I COLOR: HEAVY CREAM ##514-2, E66 SHELL FINISH. M'13 #4623 bO GRAPHITE R FRONT NEBULA�IM/RE1/EAL) WILSONART ®2 SEE SHEETI Al�I,JNOTE �D CEILING. I) THESEANDS ECIIFICATIONS �� IN CONJUNCTION WITH THE SPECIFICATION MANUAL AND MECHANICAL d ELECTRICAL DRAWINGS 2) FIELD VERIFICATION IS REQUIRED FOR QUANTITIES OF ALL MATERIALS PRIOR TO ORDERING AND INSTALLING. THIS INCLUDES FLOOR d WALL TILES, VINYL WOOD FLOORING AND PAINT (DO NOT SCALE DRAWINGS). 3) UPON AWARD OF CONTRACT CONTRACTOR TO ORDER d CONFIRM DELIVERY DATE OF ORDER. TO BE SUBMITTED 4) ALL MATERIALS TO IDQ ARGH/GONST� DEPT. FOR REVIEWD TO BE AS FIED OR OF COLOR AND QUALITY PRIOR TO ORDVED ALTERNATES. ANY ERING MATER MATERIAL. 5) ALL MATERIALS LISTED TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED. b) ENSURE FLOOR 15 PROPERLY PREPARED FOR INSTALLATION OF SPECIFIED FLOOR FINISH. 1) ALL MATERIALS FOR INSTALLATION AND FINISHING A5 PER MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS AND SPECIFICATIONS FOR THE APPLICATION AND INTENDED USAGE. 6) ALL FLOORING MATERIAL TO HAVE MANUFACTURERS RECOMMENDED FIN15H APPLIED AFTER INSTALLATION AND PROPER CARE AND MAINTENANCE INSTRUCTIONS TO BE ISSUED TO THE CLIENT. q) CONTRACTOR TO PHYSICALLY RECHECK ALL MEASUREMENTS PROVIDED IN THE DRAWINGS. 10) ALL FLOOR FINISHES TO BE INSTALLED AFTER PARTITIONS HAVE BEEN CONSTRUCTED. II) FLOOR FINISH TO EXTEND COMPLETELY UNDER MILLWORK EXCEPT IN GASES WHERE MILLWORK 15 BUILT DOWN TO FINISHED 12) WHEFLOOR. CHANGE IN FLOOR FINOF �OCCURS AT D FINISH 19 TTO OORWAY, THE 15 TO BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION, UNLESS OTHERWISE INDICATED. 13) ALL FLOOR FINISHES TO BE PROTECTED FROM DAMAGE BY TRADES AFTER INSTALLATION. ANY DAMAGE TO BE REPAIRED AT O COST TO THE OWNER. 14) ALL DOOR FRAMES AND BASE MUST BE PROTECTED WITH APPROPRIATE MATERIAL TO AVOID DAMAGE DURING INSTALLATION OF FLOORING MATERIALS. THE PROTECTION MATERIALS AND METHOD OF ADHESION SHOULD NOT DAMAGE THE FINISH WHEN REMOVED. DAMAGE DONE TO COMPLETED WORK TO BE REPAIRED AT NO COST TO THE OWNER. 15) CONTRACTOR TO PREPARE A PACK OF SIGNIFICANT SIZE LEFTOVERS WHICH WILL REMAIN ON SITE FOR FUTURE REPAIRS AND PATCHING. (CONFIRM QUANTITY WITH CLIENT; IONS OVERAGE 15 STANDARD). 16) AXIOM 4" ALUMINUM TRIM HAS A 8 WEEK LEAD TIME FOR DELIVERY. CEILING INSTALLER TO ORDER PROMPLTY. NO SUBSTITUTIONS ALLOWED. 1'1) INTERIOR WOOD DOORS TO HAVE A LAMINATE FINISH, SEE DOOR SCHEDULE. 16) ALL DOOR FRAMES TO BE PAINTED HEAVY CREAM (M.3- SEE FINISH SCHEDULE) F� QUAA 505 PLMETROPOLITAN SIRRY TCS ILE: ZT� RAO Y W/ MATGHrINb b" ICS -x8" COVE BASE GROUT: LATICRETE W/ SPECTRALOCK, COLOR: #45 RAVEN W 2 COLOR TILE: TERRAOLYMPIA 6ROUTLATIGRETEN #30 SAND"BEIGE 12' BASE: GUT TILE INTO 4" HIGH X 12" WIDE, INSTALL GUT SIDES DOWN, M 2 COLOR PAINT: GH PAINTS" SPIGED VINEGAR #314-4, E66 SHELL FINISH. M.14 LAMINATE: WIL50NART #4lgb-60 BURNISHED CHESTNUT THIS FINISH IS NOT PART OF THIS PROTOTYPE h,� 25 YiALL M3 COLOR: SAND FPITTSBURGH OSSI 14-5,IEG6 SHELL FINISH M.15 BLACK BASE o FRONT COUNTER THIS FINISH IS NOT PART OF THIS PROTOTYPE F.3 NOT USED THIS PAN ►"�3 GI�OI4 xl2" LINER TILE. COLOR:IA ABU STMEIEL-SERIES"6�- IT "xl2" LATICRETE #65 ALMOND T I4 THIS FINISH 15 NOT PART OF THIS PROTOTYPE M.Ib TOILETPARTITIONS:AIL TOILET O PARTITION, POWDER COATED ► / IAN" STANDARD HADRIAN COLOR: #812 PEBBLE BEACH. SIS CONTRACTOR. Q VENDOR M.2'I PppLIED, INSTALLED BY AND ": " FLOOR TILE BASE: OLYMPIA TILE -'TEGNO SERIES - 12 xl2 F 3.1 GUT TO 4NIX LINER TILE. COLOR: ABU SIMBEL - GROUT: LATICRETE YV SPECTRALOCK, COLOR: #45 RAVEN FLOORLUUT R W ' I EX" STEEL GP PROFILE TO AALL ANSITIO R VDE:SCHLUTER MATCHING CORNERS. ALTERNATE: SCHLUTER "DILEX" PVC COVE SHAPED PROFILE #HKW U 1 HB WITH MATCHING CORNERS. W 4 WALL TILE: OLYMPIA TILE - CROSSVILLE "GROSS -COLORS" 12"xl2" COLOR:LATICRETE S D ICEALM(UNPOLISHED) M.5 DARKO GEILIN& DECOR PIECE 2"x2"x4'-O"H, STAINLESS STEEL CORNER GUARD M.I"1 BY GENERAL CONTRACTOR. W5 WALL TILE: VILLEROY d BOGH, ELECTRA SERIES, 12"XI2" POLISHED #213b-84gP. COLOR. BLUE - GROUT: LATICRETE #Sq SMOKE GREY MINI ESOTA TILE: BETH DROBNICK 888-8q8-IAIq (OFFICE) 612-52i-5M (CEW M.b WALL PAINT: PRIME FINISH ONLY WALL TRIM (MTL. EDGE TRIM AT CERAMIC TILE): "SCHLUTER" M.IS RONEC-AC6, 5/I6" POLISHED CHROME ANODIZED ALUMINUM #RO-60-AG6. PROVIDE (E/RO) OUTSIDE CORNER. WALL TILE: OLYMPIA TILE - "NATURAL STONES" IMPORTED SLATES - FL-25, W 6 TO BE SEALED W/MF6. RECOMMENDED SEALING SEAL NG MATERIAL X 8' TO COLOR ENHANCER" BY STONE CARE INTERNATIONAL INC. GROUT: LATICRETE #45 RAVEN M.'1 THIS FINISH IS NOT PART OF THIS PROTOTYPE WALL TRIM: 2" (FACE) X 5" (RETURN) STAINLESS STEEL TRIM, M.Iq I�6HESI E, MSIETAL E U� JOINTS, EXPD FASTENTALL W ERS) SILICONE F•4K. 01t0061 FLOOR TILE: OLYMPIA TILE - "TEGNO SERIES" - 12"XI2" COLOR: MAPEI - GROUT: LATICRETE W/ SPECTRALOCK, COLOR: #3q IVORY CEILING TILE/GRID PAINT: " PITTSBURGH PAINTS" M,B COLOR. KIMONO #341-5 (PRIOR TO INSTALL OF CEILING) 2 COMMUNITY BOARD: ADO VENDOR SUPPLIED, CONTRACTOR INSTALLED INTERIOR / EXTERIOR AWNING: WEBLON COAST LINE PLUS W7 GIANT PY W.W O-1 �608 COLOR: DEEP RED * ANODIZED SATIN FINISH. WELD ALL JOINTS 4 GRIND SMOOTH. ® FRP: MARLITE "FIBERGLASS REINFORCED POLYESTER PANEL" M•q COLOR: P-116 ALMOND. HERITAGE PHOTOS: AVG VENDOR SUPPLIED, CONTRACTOR M•21 INSTALLED TRANSITION STRIP (TILE O WOOD VINYL): #AEU-1 0. F 5 RENO-AEU, 3/8 SATIN ANODIZED ALUMINUM #AEU-100. W8 WALL TILE: OLYMPIA TILE - 'MOLISE"- 12' X 12" COLOR: BONE #MLBON - GROUT: LATICRETE #85 ALMOND MILLWORK: Ix PREMIUM GRADE MAPLE, NATURAL FINISH YV/ M.10 CLEAR LACQUER TOP FINISH. *OPTIONAL" 22 *6.0. TO PROVIDE d INSTALL AT FRANCHISEE'S OPTION ONLY* MICROSHADE BLINDS: "MECHOSHADE SYSTEMS, INC. CEILING MOUNTED, SNAP -ON FASCIA, ANODIZED CASSETTE, SUN CONTROL FABRIC, 1500 SERIES, DENSE BASKETWEAVE; COLOR: 01502 BEIGE, 5'-0" A.F.F. MIN. WA WALL TILE: OLYMPIA TILE - "MOLISE"- 12" X 12" COLOR: BIE&E #MLB&E - &ROUT: LATICRETE #85 ALMOND M.II MILLWORK - MAPLE COUNTERFRONT PANELS: 5/4" PLYWOOD ® LAMINATE AND EDGE BAND WITH WILSONART LAMINATE 010134-60 LIMBER MAPLE 18 GAUGE STAINLESS STEEL WALL PANELS. INSTALL YV SILICONE ADHESIVE. SEAL EDGES. SOLID SURFACE: "STARON" #QB244 M.12 COLOR: QUARRY BLUFF (MATTE FINISH) T R w Q X i Z in `1 0 0 ( In 10 a IN 0 0 on 0 a - a u Z u a II ----- F 2 Lu .b W.2 O M.2 M2 IN-2W bo UA II 1421 M 2 (aova I I I (Gov) F W.I W.2 F•I (n M 8 W.I W I I LA W.2 V BULKHEAD FINISH PLAN SCALE: 1/4" = 1'-0" �00 C Q 2 C U m � � U w Z C d ; O T i- 7 ID O O m p C U ova (n �o — o 00 _ J 0 E =Z° 0 ¢ mz V d uj vo _ I W o :L— ro a 5 `o A-J--1 Z / .O Z C Z� m W W E E O � s m s NORTH THIS IS 'PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) M N SHEET NO. IF Ae.om cSJ 00 r m z 0 V) EPDM MEMBRANE ROOFING 1.1 QUALITY ASSURANCE A. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's warranty. B. Source Limitations. Obtain components for membrane roofing system from same manufacturer as roofing membrane 12 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. 13 WARRANTY A. Special Warranty: Manufacturer's standard form, without monetary limitation, in which manufacturer agrees to repair or replace components of membrane roofing system that fall in materials or workmanship within specified warranty period. Failure includes roof leaks. 1. Warranty Period: 25 years for 50-mil installation, 15 years for 50-mll installation. Installing contractor shall be responsible for the first 2 years for their workmanship of the warranty from date of Substantial Completion. PART 2 - PRODUCTS 2.1 EPDM ROOFING MEMBRANE A. EPDM Roofing Membrane 'Chemguard': IB Roof Systems 2811 Chad Drive, Eugene, OR 51408, (Tel) W0-426-1626 (fax) 88S-141-1160. www.ibroof com/solutlonbolbroof com. Roofing materials to be listed with the trade name of 'Ckw4suard' and be designed exclusively for restaurant rooftops being resistant to animal fats and cooking greases are the systems of choice for IDQ Companies. Secondary materials to be compatible with ChemGuard membrane and recommended or approved by system manufacturer. All insulation or separators to be approved by system manufacturer. 1. Thickness: S0 mils, nominal (Alternate for 50 Mils). 2. Exposed Face Color: Light Gray 22 AUXILIARY MATERIALS A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with membrane roofing. 23 ROOF INSULATION A. Polyisocyanurate Board Insulation: ASTM C 128S, Type II, felt or glass -fiber mat facer on both major surfaces. B. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated. PART 3 - EXECUTION 3.1 FIELD QUALITY CONTROL A. Installer: Must be certified by membrane manufacturer, and have experience in installing similar type membrane systems. In the event of an installer with minimal experience. IB will offer jobsite technical support. Contractor will be responsible for jobsite coordination with builder and other trades as well as jobsite cleanliness. All debris must be removed upon completion of work. B. Parapet Scuppers: Install scuppers where indicated through parapet. Continuously support scupper, set to correct elevation, and seal flanges to interior wall face, over cants or tapered edge strips, and under roofing membrane. 32 ROOF FLASHING INSTALLATION A. General: Install sheet metal roof flashing and trim to comply with performance requirements and SMACNA's 'Architectural Sheet Metal Manual.' Provide concealed fasteners where possible, set units true to line, and level as indicated. Install work with laps, joints, and seams that will be permanently watertight. B. Copings: Anchor to resist uplift and outward forces according to recommendations in FMG Loss Prevention Data Sheet i-4S. 1. Interlock exterior bottom edge of coping with continuous cleats anchored to substrate at 16-loch (400-mm) centers. 2. Anchor Interior leg of coping with screw fasteners and washers at IS -inch (450-mm) centers. C. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert count.erflashing in reglets or receivers and fit tightly to base flashing. Secure in a waterproof manner. Extend counterflashing 4 inches (100 mm) over base flashing. Lap counterflashing joints a minimum of 4 inches (100 mm) and bed with elastomeric or butyl sealant. D. Roof -Penetration Flashing: Coordinate installation of roof -penetration flashing with installation of roofing and other items penetrating roof. Install flashing as follows: i. Turn lead flashing down inside vent piping, being careful not to block vent piping with flashing. 2. Seal with elastomeric or butyl sealant and clamp flashing to pipes penetrating roof except for lead flashing on vent piping. OO WATER HEATER VENT FLUE (EXISTING) ROOF ACCESS LADDER - SEE DETAIL 2/Al2 3 4— ROOF SLOPE 1/4' PER FOOT (D GUTTER < DOWNSPOUTS (EXISTING TO REMAIN) OUTSIDE AIR INTAKE (EXISTING) O +�O BATHROOM 2O EXHAUST FAN (EXISTING) HVAC ROOFTOP UNIT w/ CURB (EXISTING) HOOD EXHAUST (EXISTING) O;�71 HOOD EXHAUST (EXISTING) 0 BATHROOM O EXHAUST FAN (EXISTING) COMPRESSOR w/ CURB (EXISTING) 2 4 5 COLOZONE UNIT Ow/ CURB 2 (EXISTING) O NOTE: EXTEND ROOFING MEMBRANE UP INSIDE FACE OF PARAPET AND OVER WALL CAP. (TYPICAL) EXISTING ROOFING TO BE REMOVED < REPLACED. ROOFING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLASHING / WATER PROOFING 4— ROOF SLOPE 1/4' PER FOOT \OfF-E S � 6 ktl 0 HVAC ROOFTOP UNIT w/ CURB (EXISTING) HVAC ROOFTOP UNIT w/ CURB (EXISTING) COMPRESSOR w/ CURB (EXISTING) 2 4 5 ROOFING MEMBRANE SPECIFICATION EPDM Roofing Membrane 'Chemguard': IB Roof Systems 2811 Chad Drive, Eugene, OR S1408, (Tel) S00-426-1626 (fax) 888-141-1160. www.ibroofcom/solutions elbroofcom Roofing materials to be listed with the trade name of 'ChemGuard' and be designed exclusiveiy for restaurant rooftops being resistant to animal fats and cooking greases are the systems of choice for IDQ Companies. Secondary materials to be compatible with ChemGuard membrane and recommended or approved by system manufacturer. All insulation or separators to be approved by system manufacturer. 1. Thickness: W mils, nominal (Alternate for 50 Mils). 2. Exposed Face Color: Light Gray ROOF PLAN NOTES 0 TAPERED INSULATION O EXISTING HVAC EQPT. E CURBS. SEE MECHANICAL. O3 EXISTING VENT/FLUE. SEE PLUMBING/MECHANICAL. ®ROOFING CONTRACTOR SHALL BE RESPONSIBLE FOR: ALL ROOF FLASHING AND COUNTER FLASHING. PROVIDING AND INSTALLING SWALES, GUTTERS, DOWNSPOUTS, REFRIGERATION BOOTS AND ANY OTHER ROOF DRAINAGE ITEMS AS REQUIRED O ELECTRICAL CONNECTIONS SHALL COME THRU 4'x4' BOOTS (SAME AS REFRIGERATION) WITH REMOVABLE GOOSE NECK O 'EYEBROW' MOUNTED LIGHTING PARAPET UP LIGHTING AND AIMING DOWN LIGHTING, SkE ELEC DRAWINGS 22'-8' . 1'-S' g— ROOF SLOPE 1/4' PER FOOT EXISTING NEW CONSTRUCTION I CONSTRUCTION MATCH EXISTING. ROOF PLAN 50ALE: 1/4" = I'-V 1'-S' w Q 0 r 0 o > Q w U Q W fP � o � o o93 0 Z �a U d Z a s O � V m s NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) t m N SHEET NO. m H Y AG EQUIPMENT 5CHEDULE (EXISTING EQUIPMENT) MARK TRANE MODEL NOM TONS SUPPLY FAN VOLTAGE HTG. INPUT HTG. OUTPUT TOTAL CLG. MIN. AMPS O.A. CFM NOTES HP CFM Sp AC -I WCOWC3 15 1 3000 - 208/230/30 S Kw 30120 81000 b6b 500 2 AC-2 WCOWC3 15 1 3" - 208/230/30 S Kw 30120 81000 66.6 500 2 AC-3 WCOWC3 15 I WOO - 208/230/30 1 S Kw W120 S1000 bbb 500 4 NOTES: 1. PROVIDE WITH ONE PIECE FULLY WELDED AND INSULATED ROOFCURB 2. PROVIDE WITH FIELD INSTALLED ECONOMIZER 3. 4. PROVIDE WITH MANUAL OUTSIDE AIR DAMPER AIR 5ALANCE 5CHEDULE (EXISTING) FAN 5CNEDULE FAN 5CNEDULE (EXISTING EQUIPMENT) ACCESSORIES GREENHECK TRANE +- MARK CFM SP RPM HP VOLTAGET�a� (Y MODEL MODEL NOTES NUMBER NUMBER �>0 EF-I 1600 1,000 1 1338 1/2 208-10 CUBE 140-5-1 6NAEFAN041A 1,2 EF-2 1650 1.000 1411 3/4 208 - 10 CUBE 140-5-I 5NAEFAN041A 1,2 EF-3 428 .10 1550 1/3 115 - 10 G 65-D-1 BNAEFAN1118A 1 SF-1 2210 315 869 1/2 208 - 10 RSF 120-5-1 BNASFAN030B 1,3 EF-4 60 .10 - - 115 - 10 - - - NOTES: 1. PROVIDE WITH ONE PIECE FULLY WELDED AND INSULATED ROOFCURB 2. PROVIDE WITH HMGED CURB BASE 3.1120 CFM TO EF-I 41150 CFM TO EF-2 AIR DEVICE 5CNEDULE (EXISTING EQUIPMENT) f- za NECK SIZE CFM PATTERN SQUARE ROUND TRANS. METAL -AIRS DEL NOUMBER TRANE MODEL NUMBER NOTES Z 4 LU P I � A 2 21x21 500 DUMP 22x22/12 IWO-6R-22/22 BNAR3RL002B 1 B 4 15x15 500 0 4W 15A5/12 1000-6-4W BNASDIF0015 I C 3 bxb 15-100 • 4W bxb/6 1000-1-4W BNASDIFI035 I D 2 12x12 415 0 4W 12xI2A2 1000-6-41J 5NASDIF002B I E 8 12x12 350 0 4W 12x12/10 1000-6-4W 5NAS0IF0025 I G 4 24x8 300 0 IW 248/12 LO-A-IW-2408 BNASDIF521A 2 H 2 SxS 100/140 • IW Sx8/b 1000-iR-08/08 BNARGRL058B I R 6 11x22 e IW 22x22/14 1000-6R-22/21 BNARGRL002B I NOTES: 1. TRANSITION PROVIDED 2. FIELD FABRICATED TRANSITION HVAG WEIGHT 4 D IMEN510N SCHEDULE (EXISTING EQUIPMENT) MARK TRANE UNIT MODEL No. TRANE CURB MODEL No. UNIT WEIGHT CURB WEIGHT TOTAL WEIGHT CURB (OD-) DIMENSION ROOF OPENING DIMENSION AC-1 WC0_0C3 5NACUR52025 IW 82 880 80 1/2 x 45 3/8 42 x 52 AC-2 WC090C3 5NACUR52025 IW 62 880 80 1/2 x 45 3/8 42 x 52 AC-3 WCOWC3 BNACUR520213 ITIS 82 880 80 1/2 x 45 3/8 42 x 52 EF-I 5NAEFAN041A BNACUR5825A 60 20 80 24 1/2 x 24 1/2 1S 1/2 x 18 1/2 EF-2 BNAEFAN041A BNACUR5825 52 20 12 24 1/2 x 24 1/2 18 1/1 x 18 1/2 EF-3 BNAEFANIIIA 5NACURB814A 14 20 34 15 1/2 x 15 1/2 10 1/2 x 10 1/2 EF-4 - - - - - - - w-I 5NASFAN030B BNACURB802A 145 20 165 32 1/2 x 32 1/2 20 x 20 ROOF ACCESS LADDER F----- — —� FREEZERFf \ X M M VNI W_ A I Iffill bq. - �0-1 017FIN—mal 6 ONE SUPPLY DUCT t GRILL REMOVED FROM THIS AREA REMAINING CFM SPLIT BETWEEN TWO REMAINING SUPPLIES 4'0 I I- 4.0 H EF-3 00 C 228 135 (1) EXHAUST GRILL CAW t DUCT REMOVED EF-4 60 INECEILING GRID REALIGN IN CEILING GRID b �r II►d �� 12 AC-- X.. (NEW) % E 350 VA 'IV, IVA OWN IW.•.�►`� 11 (NEW) 00 ROOF MOUNTED COMPRESSOR (EXISTING TO REMAIN) OF "ou MEOHANIOAL FLAN = o AR 01 s o ° SCALE: 1/4" = I'—O"coca " w Q 0 d N LLI J Z o Y 0 0 > O Of Q N U Q_ o @� W �o �o o 0 @a �o N O N - N J :2;- T C Q p C U o° � aco 0 -0Q D d > 0 0 V z c a 3 � T Y^ram, z CO a - > �o • o � N °Co � Q • � o c « ¢ rn W tO lL 0 0 wM a a�o q z�Q� c z 426_ LU O J4--1 J- J OL 76 IL O � V � l'n OL T 0 d1 t NORTH m THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) m N SHEET NO. O N m 1.0 m 0 L r m SYMBOL LEGEND CO FLOOR CLEAN -OUT (EXST.) HS HAND SINK (EXST. t NEW) FD FLOOR DRAIN w/ TRAP PRIMER FS FLOOR SINK w/ TRAP PRIMER MS MOP SINK (EXST.) LW LAVATORY (WALL MOUNT, EXST.) LCH LAVATORY, COUNTERTOP WC WATER CLOSET (EXST.) WCH WATER CLOSET, ADA AAV. AIR ADMITTANCE VALVE V.T.R. VENT THROUGH ROOF (EXST.) ->-*- SHUT-OFF VALVE 11,2. Y.T.R. I 1 (EXST.) 4'0 2' V.T.R. JIB II r� \ \ EXISTING SO GALLON GREASE TRAP TO REMAIN 1 EXISTING CONNECTION IV TO SITE VENT I CO TO REMAIN SANITARY I I 4'0 (11D I Co ^ / I \ V.T.R. MS CO I 3'0 Ij 4'01 I 'IC4'# � 1 VENT \ I 3'0 I I"i2��� 1 \ \ I VENt I1/2 ENI 1 1 FD ,FS 1 2,0 \ \ \ 11/2'0� 210 \ (EXST.) 2 0 1 /ENT FD } HS I000�X vENT I 3'0 I 4'0 30 (EXST-) VENT I FS 3 C=Ml AP= =vAT IIIAT=O LI=AT=C <10 I 4'0 \ \ (EXST.) 1/2'0 VENT L LW 2'0 I WC 3'0 (EXST-) \VFS I j o Fs 11/2'0--"\ , VENT V NEWINSTALL 2'0 FD 3 3'0 CO VENt I 4 (EXST.)'0 4(EXST-) (EXST.) 4'0 3,0 WCH 3'0 LCH FD WCH LCH T 3'0 FD NEW INSTALL SANITARY RISER DIAGRAM N.T.S. WATER / 6A5 SUPPLY PLAhI ENLARGED PLAN SCALE: 1/2" = 1'-0" SANITARY PLAN I / GJ — I —V z O V) Of w Q 0 I N Ld a U (n Z a of o w Y w _ U 0 > O a Q � � o I- @�� ® a� V m m s NORTH THIS IS 'PLAN" NORTH FOR ACTUAL BUILDING 0 ORIENTATION REFER TO SITE PLAN (BY OTHERS) m N 9zillo 71.0 �� ►� PANEL C SERVICE 120/208/3+ FEEDER SEE RISER RATING 225A MCB MIN. BKR. A.I.C. COORDINATE WITH POWER COMPANY CKT BKR COND WIRE EG LOAD A LOAD B LOAD C DESCRIPTION LOAD A LOAD LOAD EG WIRE COND CKT 1 20 In' (2)0I2 012 ISM PASS THRU MECHANDISER 4C (EXISTING) 300 412 (2)M2 1/2' 20 2 3 20 In' (2)M2 M2 200 WATER HEATER ICE MACHINE - 15 (EXISTING) 900 1012 (2)M2 1/2' 20 4 5 20 V2' (2)M2 012 400 HEATED PUMP - 4D4 (EXISTING) 900 6 1 20 In' (2)42 92 360 CONVIENCE OUTLETS CAKE AREA (EXISTING) 450 012 (2PI2 1/2' 20 s 9 SPARE 1140T PLATE - 6154 (EXISTING) 1200 M2 (2A2 1/2' 20 10 11 20 V2' OAQ 012 100 TOILET EXHAUST (EXISTING) WAFFLE CONE BAKER 655 1200 012 (2)M2 1/2' 20 12 13 1/2' (4)012 012 8ID0 BLAST FREEZER - 1A (EXIST hJG) BUN TOASTER-5B2 (EXISTING) wo 92 (2P12 1/2' 20 14 520 am SW 16 n 800 COLDIZER UNIT 1685 M2 (2A2 1/2' 20 18 19 20 In' (2PI2 012 600 OFFICE RECEPTICALS (EXISTING) 168b 20 41 20 10' OM 412 1020 FRENCH FRYER 45 TOILET EXHAUST (EXISTING) 120 012 W012 1/2' 20 21 23 20 V2' (2)0I2 012 P" FRENCH FRY DUMP - 4A1 HAND DRYER (EXISTING) 1100 24 25 20 V2' (2)1`12 012 300 MECHANDISER 51) (EXISTING) MINI TOPPING CAB - 2DI (EXSTJ 450 012 (2A2 1/2' 20 26 21 20 V2' (2)92 412 1900 PREP TABLE 5EI HEATED HOLDING UNIT-5C3 (EXSTJ 150 012 12P12 1/2' 20 28 29 30 V2' (2PI0 W20WBOOSTER 2" OVEN - 5E (EXISTING) (SHUNT BREAKER SPACE) 30 31 CHAIN BROILER - 51>3 560 012 (2)M2 1/2' 20 32 33 30 1/1' (2)W W 20W 2" BOOSTER OVEN - 5E (EXISTING) REFRIG FOOD TABLE - 55 few MO (2AO 1/2, 30 34 35 HEATED HOLDING (MIT - 5C5 150 M2 (2PQ 1/2' 20 36 31 39 20 V2' (2)M2 92 1100 (SHUNT BREAKER SPACE) GRILL PRESS 553 BOOSTER OVEN-5E3 2" 2050 h0 12PO W. 30 35 40 41 20 V2' (2)012 92 1100 GRILL PRESS 5B3i .1 42 NOTES: PHASE A: 12,915 VA (94%) BALANCED 3 PHASE NEC ART 220 1155 A L WIRE SIZE SMALL MATCH CJ!L TRIP SIZE. FEEDER SIZING LOAD (AMPS) PER NECUNLESS NOTED 2CO"IT SMALL BE EMT UNLESS NOTED PHASE B: 140W VA (101%) X LARGEST UNBALANCED PHASE 9L 101 . A FOLLOWS. P-PvC, I-IMC, R-RJIGID 123.6 A STEEL, EN -ENT+ PHASE C: 13,115 VA (SS%) RESERVED FOR FUTURE 0.0 A TOTAL 41,580 VA /360 - 1155A TOTAL BALANCED TOTAL UNBALANCED 3 PHASE 123b A NEC ART 220 FEEDER SIZING LOAD PER PHASE - 13060 VA Service Window Stub above t s 4 � ««° 38" counter. t- 0 3 T Sri` 0 2 3 Duplex Outlets Req•d 4" separation Wireless Base Wired Intercoms Timer 1/4 ° AC power ;4" OCB Data cable 1°0°' Audio cables - AC, PwR y £'Qne3 Locations " J" Boxes Ht tom floor 1 4" X 4'Outside access Below cm inter 2 2' X 4" Wireless Base 80'; f3 2" X 4'4 Svc window Junction Below counter 4 VX 4'' Wired Intercoms 54" 2" X 4"T"imer 661 6 2" X 4" vc window Loop Below counter All internal conduits = SWI r!45trrarr Dr i v 0� n (dome Loop «° 11V Loop I Audio cannot share Data or Power conduit, Locations are to scale in height only. Floor plan detUrrr€ines lateral location. eDRIVE THRU CONDUIT SCHEMATIC N,5 PANELS SERVICE 120/20s/30 FEEDER SEE RISER RATING 400A MCB MIN, BKR. A.I.C. COORDINATE WITH POWER COMPANY CKT BKR C0ND WIRE EG LOAD A LOAD B LOAD C DESCRIPTION DESCRIPTION LOAD LOAD 13 LOAD EG WIRE COW SK CKT 1 90 1/2' 4P3 010 6624 RTU 3 (EXISTING) RTU I (EXISTING) 6624 010 (4)P3 1 1/2' W 2 3 6624 6624 4 5 6624 6624 6 1 30 3/4' 4A0 010 20M SOFTSERVE - 2C SOFTSERVE - 1C 20W 010 (4)110 3/4' 30 a- s 20M 2000 10 II 20W 20 2000 12 13 30 3/4' 4P10 010 20W SOFTSERVE - 2C SOFTSERVE - 2C 20W 010 (4)110 3/4' 30 14 5 20W 1000 16 11 20W 20W 18 I9 20 1/2' 2A2 412 1400 ORANGE JULIUS-2PI TOPPING CABINET - 2D (EXSTJ 1200 012 (2)1`12 1/2' 20 20 21 20 1/2' 2r12 012 14W ORANGE JULIUS-2PI FUDGE PUMP-2D2 (EXISTING) 600 $12 (2)112 1/2' 1 20 22 23 20 1/2' 2A2 012 100 DRNKHD/CAR13INATOR-2R (EXSTJ SHAKE MACHINE-2CI 3360 010 (4P8 1' 35 24 25 20 1/2' 2PI2 N2 200 COMUNICATION SYSTEM-352 3360 26 21 20 1/2' 2P11 +12 1100 1100 ARCTIC RUSH-2G 3360 28 29 BLIZZARD MIXER - 2H5 1100 '12 (2A2 1/2, 20 30 31 20 1/2' 2A2 012 1000 IN FOOD WARMERS-4D2 BLIZZARD MIXER - 2H5 1100 N2 (2A2 1/2' 20 32 33 20 1/2' 2P12 h1 Iwo 66' PREP STAND-5E1 (EXISTING) SHUNT BREAKER - 5D3 - - - 012 (2P12 1/2' 20 34 35 20 1/2' 2PI2 M2 100 DRINKHD/CARBINATOR-2R (EXSTJ CONVIENCE OUTLETS 1500 h2 (2P12 1/2' 20 36 31 20 1/2' 2A2 012 400 TABLE TOP FRIG-5C3 (EXISTING) RTU 2 (EXISTING) 6624 010 1 (4)13 1 1 In' 1 90 38 39 20 1/2' 2A2 012 low CONVENCE OUTLETS 6624 40 41 20 1/2' V2A2 1012 1 1 1 200 DBL CONE WARMER-21­11 6624 42 NOTES: PHASE A: 31,132 VA (99.9%) BALANCED 3 PHASE NEC ART 220 309.1 A L WIRE SIZE SHALL MATCH CB. TOP SIZE. FEEDER SIZING LOAD (AMPS) PER NEL' UNLESS NOTED 2. CONDUIT SMALL BE EMT UNLESS NOTED PHASE B: 31,232 VA (1002%) X LARGEST UNBALANCED PHASE � 1.002 A FOLLOWS. P-PVC, I-IMC, R-RIGID 31032 A STEEL, EN-ENT G: 31,L32 VA C999) + RESERVED FOR FUTURE 0.0 A TOTAL 111,496 VA / 360 ■ 309.1 A TOTAL BALANCED TOTAL UNBALANCED 3 PHASE 31032 A NEC ART 220 FEEDER SIZING LOAD PER PHASE - 31,1653 VA EXTERIOR INTERIOR METER BY UTILITY ISOLATED GROUND BAR 111/02 Ij G. —� 208V PANEL PANEL PANEL erg i A2iZ931 CURRENT TRANSFORMERS T/S n AND CABINET BY E.C. CTS 41A W.P VERIFY AND COORDINATE 120/208/3a 120/208/3# 120/208/3a WALK- IN WNTILITY CO. SAP. SW. 2112' COND. 4W 4W 4W CONDENSE (4) +4/o 42 Ckt 42 Ckt 42 Ckt \ 04 (1) 04 G. 225A/3P 40OA/3P 225A/3P — \ (1) n I.G. MCB MCB MCB \ PARALLEL RUNS AIRREGHTNII STOR 2�2' COND. I — — OACH)IN 0350 bxb WIREWAY lo l U (1) 04 G. 4G. CONDUIT I I "I/o GEC TO MTL WATER PIPE I I (4)+24G I I I OF FOOTING STEEL I I IN EACH OF 3112' COND. — (2) 2 V2' COND. (4)S"KCM ----------� (1)03G.T14WCU (2) 5/8' x 10' CU CGROUND RODS o 10' APART ELECTRICAL SERVICE DIAGRAM N.T.S. FROM ORIGINAL BUILDING PLAN NOTE: EXISTING SECURITY SYSTEM SHALL BE UPDATED. GENERAL CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF *6 50. WITHIN THEIR BASE BID FOR UPGRADED EQUIPMENT AND INSTALLATION. CONTRACTOR SHALL COORDINATE WITH OWNER AND SUPERVISE INSTALLATION AS PART OF THEIR BASE BID. NOTE: EXISTING CUSTOMER ORDER SYSTEM SHALL UPDATED. GENERAL CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF t5,500. WITHIN THEIR BASE BID FOR UPGRADED EQUIPMENT AND INSTALLATION. CONTRACTOR SHALL COORDINATE WITH OWNER AND SUPERVISE INSTALLATION AS PART OF THEIR BASE BID. SF ( 11 A40,42 ROOF C14,16 30, PANEL A SERVICE 120/208/3b FEEDER SEE RISER RATING 225A MCB MIN. BKR. A.I.C. F I COWITH MPANY CKT BKR COO WIRE EG LOAD A LOAD B LOAD C DESCRIPTION LOAD LOAD B LOADC EG WIRE COND CKT 1 20 1/2' (2A2 92 1100 REGISTER SYSTEM 9C+IA1+3CI EYEBROW LIGHTS 810 h2 (2)M2 1/2' 20 2 3 20 1/2' 12P12 h2 3W LIGHTS- NIGHT LIGHTS EYEBROW LIGHTS 1050 012 (2)M2 1/2' 20 4 5 20 1/2' (2A2 92 516 LIGHTS- DINING ROOM DRIVE-THRU LIGHTS 110 72 (2A2 1/2' 20 6 1 20 1/2' (2)M2 012 125 LIGHTS- DINING ROOM SIGNAGE 1200 M2 (2A2 1/2' 20 8 9 20 1/2' (2A2 412 S21 LIGHTS- OFFICE/RESTROOM PYLON SIGN 1500 10 (2)MO 1/2' 30 10 Il 20 1/2' (2P12 412 1210 LIGHTS- KITCHEN PYLON SIGN 1500 010 (2)M0 1/2' 30 12 13 20 1/2' (2P12 012 600 MENU BOARD LED DECORATIVE LIGHTS 200 012 (2A2 1/2' 20 14 15 20 1/2' (2A2 N2 1100 HAND DRYER LED DECORATIVE LIGHTS 200 412 (2A2 1/2' 20 16 Il 1 20 1 1/2' (2)M2 012 IWO MONITORS -KITCHEN 9CAC3 DRIVE THRU MENU BOARD 1 1600 -12 (2)M2 1/2' 20 18 19 20 1/2' 1 (2P12 012 450 450 EFI (EXISTING) EF 2 (EXISTING) 550 h2 (2)012 1/2' 20 20 21 550 22 23 20 1 1/2' (2)M2 -12 1100 HAND DRYER REFRIGERATION UNIT (EXISTING) 1500 012 (2P12 1/2' 20 24 25 20 1/2' (2)M2 150 PASS THRU HEAT LAMPS SIGNAGE RECPT is CEILING 120 412 (2A2 1/2' 20 26 20 1/2' (4)012 012 1350 WALK-IN FREEZER (EXISTING) WALK-IN COOLER (EXISTING) 1000 012 (2)M2 1/2' 20 2S 30 qal, 1350 low 1350 SPARE 333 35 35 3/4' 12P8 h0 1300 3-DOOR DISPLAY FREEZER (EXSTJ DRAIN LINE HEATER (EXISTING) 100 M2 (2)M2 1/2' 20 34 1300 100 36 31 20 1/2' (2)M2 012 1000 DISPLAY FREEZER LIGHTS (EXST.) COFFEE MAKER-2Q (EXISTING) 1800 012 12P12 1/2' 20 38 39 SPARE OF I (EXISTING) 550 011 1 (2P12 1/2' 20 40 41 SPARE 550 1 42 NOTES: PHASE A: 11,115 VA (94.0%) BALANCED 3 PHASE NEC ART 220 98.1 A I. WIRE SIZE SMALL MATCH CS. TRIP SIZE. FEEDER SIZING LOAD (AMPS) PER NEC• UNLESS NOTED 2. CONDUIT SHALL BE EMT UNLESS NOTED PHASE B: 12,161 VA (104.S%) X LARGEST UNBALANCED PHASE ID52 AS FOLLOWS P-PVC, I-IMC, R-RIGID 10383 A STEEL, EN -ENT PHASE C: 12,156 VA (105.2%) + RESERVED FOR FUTURE 0-0 A TOTAL 35,538 VA / 360 - 95.1 A TOTAL BALANCED TOTAL UNBALANCED 3 PHASE 103.83 A NEC ART 220 FEEDER SIZING LOAD PER PHASE ■ 11,846.0 VA ELECTRIC LOAD CALCULATION L IGHT5 G 125% 11658VA x 125 14,512.5 VA EQUIPMENT 1010051. 118,110.0 VA NVAC t1 100% (3) ,1 19,812 VA 59k1(o.0 VA TOTAL LOAD 192,358.5 VA 192,358.5 VA/360 = 5343 A USE 600A SERVICE 0H Ho _ _-_-_ C11 Roof � I g 0 D42' C22 - - A26 ROC (D (D A32 1 CEILING (jJDA15 r --_j C 4 C19 iA C13,15,1i i TU3----------- I 1 1 1 1 �—T L ROOF I B1,3,5 ROOF _ I -All �_ — D B B II w C25C 12 16' 9 48 48' B C`$ I N O I N N 48' 1 Q lop CIO B --- — — —J 48' 5.3.3 EFI B0, ROOF (/ 11 4C3� 48 >>� >x�C5 24' C21 48' O SC2%31 eo 30' C21 C23 30' +48' 61 C38,40 42 A20,22 C3 4 ROOF4; C36 C25 C32 —C26 42 �� rm C21 All 30, 18' Al-12' 2C B-1 '9�11� 1B 30'+36' Al-12' -�A1-78' 1A1 HS 830-48' IH 1541-48' IAI ©D B22 Al-12' 2D B20 2CI 1524,26,28 C� C18,20 (- ROOF 48 I I COLDIXER �L- - 82I,29-30' 8-810,12 (42� 2C B-1,16,18 2G 9C 823-8' 2R 832-48' 819-48- Pl N5 821-48- ��841 836-24' 2P D2 22 A38-48' 2Q D1 26 Al-l8' 9C rm 1536-24 2P6' QC1 SEE I/E10 FOR DRIVE THRU SCEMATIC a 12" 16'20' I RTUI I L WP-CsF ROOF FWI ---------- I L-- --J 530,40,42 ROOF A33,35 r`O ROOF I A33,35 � � C� 48 I — ^ ^ 8 SYMBOL LEGEND IIOV ELECTRIC OUTLET - DEDICATEE) 110V ELECTRIC OUTLET 220V ELECTRIC OUTLET Q TELEPHONE / DATA JACK Q THERMOSTAT Q ELECTRICAL JUNCTION BOX ELECTRIC PANEL CAMERA / DOME - CEILING CAMERA - WALL MOUNT A31 535 90' 16' POWER PLAN SCALE: 1/4" = 1'-0" A26 CEILING A26 CEIL F A26 CEIL T w Q 0 IzI o > W z Y O < Uj U = d (� (� Q > o Niel C .. X LL N n � u G % I a F- � G[ zo LJ LL C1 :J 0 I o � r m . 1 . Q O p U L, (/ ac !D m g0 0 � U w Z e 2 C T z >r a > _ � O p, P N C N U o C 0 [n — o T c � m U �Z0 J 0 ��W 0 Q m Y m n, LK- W Ir ro - v 0. 0 A' ' LU Z a Z C Z m C L two � o Ce e m w ¢ E LU 1 1 C) �--1 11A V O d) t m s NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) N SHEET NO. E 1.0 �r m O 0 m a ;-4 <EY NOTES OHAN61N6 SUSPENDED ARCHITECTURAL ELEMENT(S) WITH RECESSED LIGHTS. RUN CONDUIT FROM CEILING DOWN TO FEATURE LIGHT FIXTURES. FIXTURES 4 LAMPS TO BE INSTALLED IN OWNER PROVIDED CEILING ARCHITECTURAL ELEMENT(S). FINAL LIGHTING FIXTURE CONNECTIONS BY THE ELECTRICAL CONTRACTOR AFTER GENERAL CONTRACTOR MOUNTING OF THE PRE -MANUFACTURED CEILING, ARCHITECTURAL ELEMENTS. SEE DETAILS 50,1' 4 8/FS FOR FIXTURE LOCATIONS. O NOT USED O'BLUE' LED LIGHTING: E.G. TO PROVIDE JUNCTION BOX WITH DISCONNECT SWITCH IN ACCE551BLE CEILING SPACE FOR LED LIGHTING LOCATED ON OUTRI66ER FRAME SYSTEM. RUN FLEXIBLE CONDUIT WHIP THROUGH THE EXTERIOR WALL/OUTRI66ER FRAMES TO LED LIGHTING. NOTE THAT THERE ARE TWO ROWS OF LED LIGHTS. E.G. TO FIELD VERIFY TOTAL LENGTH OF LED L16W FIXTURES AND COORDINATE MOUNTING WITH ARCHITECTURAL DRA104IN65. LED L16HTINS - L16W TECHONOI-GIES MODEL *PN2463 MAXIMUM RUN LENGTH 4OFT. INTERIOR POWER SUPPLY - IL16W TEGHONOL61E5 MODEL MPN101240CR TO BE HARDWIRED. OE.G. TO PROVIDE JUNCTION BOX WITH DISCONNECT SWITCH IN ACCE551BLE CEILING SPACE AND RUN 12' FLEXIBLE SEAL TIGHT CONDUIT THROUGH EXTERIOR WALL TO 516NA&E CONNECTION POINT AFTER 516N HAS BEEN INSTALLED. FIELD VERIFY BEST MOUNTING LOCATION FOR JUNCTION BOX AND SIGN REQUIREMENTS WITH 516N SUPPLIER AND ARCHITECTURAL DRAWINGS. MAKE FINAL CONNECTION AS REQUIRED. OPROVIDE SWITCH FOR SUPPLEMENTAL CONTROL OF L16HTIN C7 FIXTURE AT CAKE DECORATING AREA, TO ALLOW FIXTURE TO BE TURFED OFF DURING REGULAR HOURS OF OPERATION. OFIXTURES DENOTED '/EM' TO INCLUDE EMERGENCY BALLAST. BALLAST TO PROVIDE FULL OUTPUT. FIXTURES SHALL BE CONNECTED AHEAD OF ANY SWITCHES. O NOT USED O HOOD LIGHTS PROVIDED WITH HOOD PACKAGE. EC TO WIRE COMPLETE AND PROVIDE SWITCH MOUNTED ON COLUMN. SEE KEY NOTE #10. TO PROVIDE JUNCTION BOX LOCATED IN ACCESSIBLE CEILING SPACE AND FLEXIBLE SEAL T16W CONDUIT THROUGH EXTERIOR WALL/OUTRI66ER OE.G. FRAMES TO UP LIGHTS AND DOWN LIGHTS MOUNTED ON OUTRIGGER FRAME SYSTEM AFTER FRAME HAD BEEN INSTALLED. E.G. TO COORDINATE MOUNTING WITH OTHER TRADES FOR BEST MOUNTING AND ROUTING, OF CONDUIT. to WIDE (1) THREE 6AN5 BOX FOR SWITCHES WITH STAINLESS STEEL COVER PLATE, (1) SWITCH FOR HEAT LAMPS 'a', (1) FOR KITCHEN EXHAUST FANS b', (1) FOR EXHAUST HOOD LIGHTS II NOT USED lei ISOLATED GROUND DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING. COORDINATE BEST MOUNTING LOCATION WITH CEILING INSTALLATION. F6ENERALNOTES A. LIGHTING,: ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL GENERAL LIGHTING AS SHOWN. B. EMERGENCY BATTERY LIGHTING SHALL PROVIDE A UNIFORMLY DISTRIBUTED MINIMUM IA FOOTGANDLE AVERAGE ILLUMINATION AT FLOOR LEVEL FOR PATH OF EGRESS. PROVIDE ADDITIONAL EMERGENCY LIGHTING AND INCLUDE IN YOUR BID IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION. C. THE ELECTRICAL CONTRACTOR SHALL COORDINATE MOUNTING LOCATIONS OF LIGHT FIXTURES WITH STRUCTURAL JOIST LOCATIONS, MECHANICAL DUCT WORK, AND EQUIPMENT BEFORE STARTING THIS WORK. CONTACTOR CABINET - MOUNT ABOVE ACCESSIBLE CEILING j� I LED Lighting Ext. Building Lighting I TIME CLOCK GENERAL NOTES Butidln Signs Site LightIn 4 signs A2 A. PROVIDE MULTIPURPOSE, 2 CHANNEL TIME CLOCK, AIO A4 WITH 'I DAY FORMAT. AI2 Ab TORK DIGITAL MODE. 1DW200A OR EQUAL I A14 Spare AI6 Soars B. PROVIDE PHOTOELECTRIC, CONTROL FOR I Spare Spare EXTERIOR BUILDING LIGHTING, SITE LIGHTING, AND Spare Spare SITE SIGNS. COORDINATE WITH OWNER Spare Spare REPRESENTATIVE FOR BEST MOUNTING LOCATION. I c2 Spare TORK MODEL #2101 OR EQUAL Spare G. PROVIDE CONTACTOR CABINET, CONTACTORS AND L a� MISCELLANEOUS HARDWARE AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. NI LE-39 Y• •41 - • • "'_ 2 CHANNEL DAY PR06RAMMABLE TIME CLOCK WITH INDEPENDENT MANUAL OVERRIDES NN Ae NOTE: EXISTING WALK-IN LIGHT TO REMAIN TIE TO ADJACENT CIRCUIT I1 'I I II I II I ELEGTRIGAL LEGEND 5YM DE5CRIPTI0N DUPLEX RECEPTACLE OUTLET - FLUSH MOUNT ( 20 AMP RATED) 205 VOLT RECEPTACLE - FLUSH MOUNTED SPLIT WIRED DUPLEX RECEPTACLE OUTLET FLUSH MOUNT - (20 AMP RATED) 150LATED &ROUND RECEPTACLE (NEMA 5. 20R-16) O JUNCTION BOX - FLUSH MOUNT DJ DISCONNECT SWITCH �f— INSULATED / ISOLATED &ROUND LD-13 CONDUIT HOME RUN TO PANEL 'LD" WITH CIRCUITS 1,3 SINGLE POLE SWITCH ® LIGHT FIXTURE - SEE LIGHTING SCHEDULE AT RIGHT ® LIGHT FIXTURE W/PRISMATIC LENS 0 SPEAKER FIXTURE 0 REGE55ED CAN LIGHT TUNDERjSROJND DECORATIVE PATIO LI&HTIN& CONDUIT LE-6:16 PANEL "LE" AND CIRCUITS 6 THROUGH 18 (I.E., CIRCUITS 6, 10, 12, 14, Ib AND IS) F_A55REVIATIONS W.P. WEATHER PROOF F.B.O. FURNISHED BY OTHERS U.6. UNDERGROUND HP HORSE POWER W.I.G. WALK IN COOLER F'TRONS FUSETRONS SAF.SW. SAFETY SWITCH C, CONDUIT A.F.6. ABOVE FINISHED GROUND A.H.J. AUTHORITY HAVING JURISDICTION KEY 1� LIGHT FIXTURE FIXTURE TYPE / /NL = "NITE LIGHT" HH/NL /EM = "EMER6. LT" LE-1 PANEL 4 GKT. # T FIMUQEB AND LAMPS r>� Be APPROVED BY S T CORPORATION PRIOR TO PURCHASE I IIETALLATEA SUBWIT BAWPLEB TO LIGHTING FIXTURE SCHEDULE sI18sORATIO of PRIOR ARCH/CONBT DEFT. ATTN: CONVER810N TEAM MANAGER SYM LOCATION MANUFACTURER CATALOG NUM. MOUNT TOTAL WATTS QTY OF LAMPS AND TYPE REMARKS AA DINING AREA BESA IVC-420201-BK PENDANT 60 W I (AI9) MEDIUM BASE BOTTOM OF SHADE AT bib' AFF AAl DINING AREA BESA IVC-420201-BK PENDANT 40 W I (G25) MEDIUM BASE BOTTOM OF SHADE AT rob' AFF BB 1 DINING AREA BESA 0011015K WALL SCONCE S W 1 OBSP) SPIRAL CC NOT USED JUNO CLIKITA SURFACE - 20 AMP RATED TRACK LIGHT (4' 4 ro') DD PASS-THRLI MERCO 500-C-SATIN PENDANT 250W I (5R40TS) TRACK MOUNT w/36' CHORD EE DINING AREA JUNO TC44 / 4405C RECESSED 50 W 1 (MR16) DOWNLIGHT, AMBIENT FF DINING AREA JUNO TC44 / 44SSC RECESSED 50 W I (MRI&) DOWNLIGHT, DIRECTIONAL GG WALK-IN (EXISTING) HH DINING 4 RESTROOM JUNO PL618EU / 232-W-WH RECESSED 16 W 1 (FIST5X30) DOWNLIGHT, AMBIENT 14HI SERVING AREA JUNO CH8-226Q / 850CLWH RECESSED 52W 2 (F26T5X30) DOWNLIGHT, AMBIENT HH/EM DINING 4 RESTROOM JUNO PL6118EU-PLKE / 232-W-WH RECESSED IS W 1 (FISTBX30) EMERGENCY LIGHTING WITH BATTERY HH1/EM KITCHEN 4 RESTROO JUNO CH8-226Q-PLKE / 850CLWH RECESSED 52 W 2 (F26T5X30) EMERGENCY LIGHTING WITH BATTERY JJ FRONT ENTRY JUNO CH8-226Q-850C RECESSED 52W 2 (26W QUAD) DAMP LOCATION LL KITCHEN METALUX 2GCB-432A125-UNV RECESSED 112 W 4 (F32TB/830) 2x4 FLORESCENT W/ACRYLIC LENS LL/EM KITCHEN METALUX 2GC8-432A125-UNV-EL4 RECESSED 112 W 4 (F32T8/830) MATCH LL WITH EMERGENCY BATTERY LL1 DRIVE-THRU METALUX 2GR8-2UroT6A125-UNV RECESSED 64 W 4 (40WU3) 2x4 FLORESCENT W/ACRYLIC LENS MM EXTERIOR WALL BK LIGHTING SN-O-SAP-S-5-18-C-PC15-120 SURFACE 50 W I (MRl(o) SURFACE MOUNT WALL EXTERIOR NN EXTERIOR - SECURITY HUBBELL PVL11544128 - PBTI SURFACE 115 W 1 1115MH) WALL -SECURITY LIGHT w/ PHOTOCELL P CANOPY (BOTTOM) PROGRESS P5614-62-GRAY (D.T. EYEBROW) WALL 50 W 1 (PAR30L) DOWNLIGHT MOUNTED IN OUTRIGGER PP CANOPY (BOTTOM) PROGRESS P5614-31-BLACK (MAIN EYEBROW) WALL 50 W 1 (PAR30L) DOWNLIGHT MOUNTED IN OUTRIGGER Q CANOPY (TOP) HUBBELL 30SML-GRAY WALL ISO W 2 (FAR38) UPLIGHT - MOUNTED IN OUTRIGGER QQ CANOPY (TOP) HUBBELL 309-14ML-5LK (MAIN EYEBROW) WALL 180 W 2 (PAR38) UPLIGHT - DOUBLE BULB FLOOD LIGHT RR EXIT DOORS EXITRONIX VEX -U-BP-WB-WH-EL90 SURFACE 2.5 W LED EMERGENCY / EXIT COMBO 851 PARKING LOT HUBBELL 6SP525roA2 / MSVA400H POLE 480 W 1 (400MH) POLE 4 FIXTURE PAINT COLOR DARK BRONZE 682 PARKING LOT HUBBELL SSP5256,42 / MSVA400H POLE S&O W 2 (40OMH) I POLE 4 FIXTURE PAINT COLOR DARK BRONZE LIGHTING FIXTURE SUPPLIERS: *THE ABOVE NOTED LIGHT FIXTURES ARE STOCKED 4 AVAILABLE FOR IMMEDIATE DELIVERY 4 NATIONAL ACCOUNT PRICING AND DISTRIBUTION. 'VILLA LIGHTING SUPPLY INC.' 1218 S. VANDEVENTER ST. LOUIS, MO 63110 1-WO-325-OS63 ATTIC: RICH KRAUS (EXT. 106) or PAVE CHRISTANELL (EXT. 128) NOTES: WIRING METHODS FOR ALL RECESSED LIGHT FIXTURES SHALL BE CONDUIT, UNLESS OTHERWISE NOTED, J-BOXES WITH FLEX DROPS (PER ARTICLES 410, 310, 350, 300, ETC- 2002 NEC FIXTURES 4 VARIOUS ELECTRICAL DEVICES, SHALL BE INSTALLED IN CEILING WITH PROPER SELF SUPPORTING METHODS (OPPOSITE CORNERS OF 24' X 48' FIXTURES TO BE SUPPORTED INDEPENDENTLY WITH WIRES FROM ROOF STRUCTURE). 20M NEC. VERIFY WITH LOCAL GOVERNING OFFICIALS THE LOCATIONS OR ADDITIONS OF 'EMERGENCY LIGHTING' AND PROVIDE. MM MM AG, AG, �® iLL/EI'1 — T---- ❑ LL ---�-- -- LL/EM w lau A3 All III❑--�--� —� — �— } All — — — NL IL HH -----�---- �— —❑ ---- --- I —� — ---❑ I All I HH/EM I/ III I A l l Al r—❑— T—❑ I— I -----❑-----I --—r-----I--� LL/EMI ❑�----i �❑_ —_� I ❑ i- II 1 -- -- --I__❑_❑ I 1 I I I s I I I All I I I I A13 1-----I I 1 -- I NOTE: 1 �I + I ❑- �- I ------I----- �- I I I I OI I 10 II EXISTING WALK-IN _ _ _12 All III LIGHT TO REMAIN ----❑ — — — 1————-----------� TIE TO ADJACENT I I A,/r=M LL/EM I LL III CIRCUIT111[ AiI All (L----------- J—t--—--❑}� I —❑ -- TA—A1 —------ — A5 — IA5 — ❑ — HH/EM FF I I JA PI I 1 0 1 I I•I C -- - -- --A5- -------I--A-- 1 1 T=E==1= I I D FF I I FFI 1 1 10 I Hp Al — 1 Al ❑ —A5 10 IA5 _ I I 1 I -------- 1 --1HH -- -. A50 AS FF OAl IA4* Zl Al ----❑----- ---- -- -� -- 1 - IHHSM-I-- I I- --t- 1 fi-----❑- 1 1 O II 1 1 II Al IAl I I I 1-- 1 1_ 1 _1AllJ I lip 1 0 • 50 I I I I I 1 1 I I I I I I I I 14-- 1--+A� —�—❑— I I-- �-- I --I II_ I I�'_ 1----- 1—r-----I--- -- ----�7 r—�LL/EM---t LL I I I I � I s I 1 I I I I I I I IAI/ I I IAII 1 ------I---� I 1 ��_ � I I• _--� - I -- ---- --❑--I-- -- - ----- ---- -----I---------- J L� j L-- — I DD A26 � ��_� %—�� \ HH/EM HH I I L---�--j S T j DD_ 1 /❑���� 1 IAII I I IA30 1 1 10 I\ I I 1 - O 1---- I DD 1-- t- -- --T- x'�F \x/ \X/ \\/ �1 -- r --1- 1 - NLt---1 _t ❑---------.4----- -- ---- - 1 S I 1 Al / -- -I - LL/EM I LL 1 �- - - - ❑ - I LL - �1- - -Z / / \\� I I 1 --� IL I I A3 NIL (All - - - --------- 1<A10 �\ -- d -----I-----�----- i -----i All s LL A�16/ \ \ Al FF AS FF L11 0 1 1 QA51 I IA5O -----1----- I I--+— J J u/ \ ��——I--❑----I-- ---- -----I ❑--------- x Al — — ❑ �LL/EM — T MM MM Ab All O S 0 Ab AG, A4 A4 A4 A4 A4 0 O Q IF IF P Q AG, A& AG, AG, A6 LIGHTING PLAN 50ALE: 1/4" = 1'-0" QQ A2 PP A2 A2 QQ A4 PP A4 QQ A4 0 z N LLI Q U fn Z Q 0 o Ld Y W 2 0 0 0 d Q a 8 a P o W � ao�o @ o a � u O 0 6 u d o x u a — NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS ,1%4: 1mit] o� m O m 0 KEY NOTES O5EE ARCHITECTURAL PLANS FOR MORE INFORMATION REGARDING THE INSTALLATION OF 516NS, MENU BOARDS, AND LOOP INDUCTION SYSTEM. FIELD VERIFY ALL REQUIREMENTS BEFORE ROUGH IN. 2O NOT USED PARKING LOT LIGHTING - EXISTING TO REAMIN. OEXISTING LOCATION OF TRANSFORMER. VERIFY ALL REQUIREMENTS WITH UTILITY COMPANY BEFORE BIDDING. O (1) I" PVC CONDUIT WITH SPEAKER WIRE (LOW VOLTAGE) FROM REMOTE SPEAKER AND (1) J" PVC CONDUIT WITH OCB DATA CABLE TO J-BOX UNDER CASH REGISTER COUNTER AT DRIVE THRU WINDOW. SEE SCHEMATIC ON SHEET EI.O OI" PVC CONDUIT WITH LOOP INDUCTION WIRE (LOW VOLTAGE) FROM LOOP TO MENU BD. (FOR ABOVE GROUND CONNECTION) TO J-BOX UNDER CA5H REGISTER COUNTER AT DRIVE THRU WINDOW. GENERAL NOTES A. ALL UNDERGROUND CONDUIT SHALL BE I" SCHEDULE 40, ALL WIRE SHALL BE #10 THAN COPPER UNLE55 NOTED OTHERAI5E. B. PROVIDE GROUND HIRE OF EQUAL 51ZE TO HOT AND NEUTRAL CONDUCTORS IN ALL CONDUITS. MEDICAL ART& DRIVE (24' WIDE PAVEMENT) IW z OX SYS C REM MENU N MY 58' 40" W 123.00' ENTRY / ENTRY / O EXISTING : THANK YOU SIGN THANK YOU SIGN POLE LIGHT 9G9 O O AI8 z EXISTING POLE LIGHT O O nIG1=rTIrAJAI S 890 58' 40' E 2'1.00' I I u EXISTING POLE LIGHT O I� PYLON SIGN WITH DEADER BOARD NEW THANK YOU SIGN A10 ON EXISTING MOUNTING BOX Al2 9G10 O AI8 Qvi F 0 O I F N 89 ° 58'40" W 150.00' >�,a�` .�000°° °� ° o -` ✓ O SITE ELEC.-TRIO PLAN = * e� SCALE: I" = 10'-0" 000000 oc0000000, 10 P-o4 Ld a 0 A Ci o 0 LLJ > Q W c n) O C 0 �^ f C L tl p O �-1-" I yY V) a c cy (X m 0 0 �J op Z D T 7 m C O L c - 0.— C o m L 0.� qv o U ° C 0 — o ) ' w T V Q Q CJ O z J E z C y° x /O d W LL L'- 00 �/> v LLI z -;Z= z�o< :2 �qW �1--<E ilk iL o i� m c NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) m N SHEET NO. E-3-Om O � Q1 O D -79 Xv cf'i C,44 A-