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HomeMy WebLinkAbout37930 Medical Arts Ct (2)- n n Ism n ... rn , .:n R�. nl # nwe. . e , �. ., .1 '# Iol — I n __ ,,. ,1.1 — - I I- I I- 1. - k 0 @>f 4IeRl! AIA9 I'17�1R"�I] q 1 1 sl RE 1 I I 9AI IIU1nI 1 1 I 1 I #A ! 1 9 � 41A !e � � � — 1. -1-- !- I I I . I . - . r NATIONAL VENDORS LIST ALL MATERIALS LISTED IN TH15 SET OF DRAAIN65 MAY BE 5UB6TITUTED. SUBMIT SAMPLES TO 100 FOR APPROVAL. PRODUCT: WALL 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 TEGAN OF TE&AN MARKETING, INC, CONTACT: JAMES MILLER CONTACT: JERRIGK JENSEN (EXT.- 3g0(b) PHONE: 1-800-527-2366 PHONE: 1-800-5I0-5836 PHONE: I-500-248-0280 PHONE: 1-500-285-5026 E-MAIL: E-MAIL: - E-MAIL: jmiller®duro-lost.com E-MAIL: www.katelot!le.com PRODUCT: WALL TILE PRODUCT: PREFINISHED ARCHITECTURAL METALS COMPANY: MINNESOTA TILE PRODUCT: EXTERIOR DECORATIVE STONE PRODUCT: AWNINCG5 - MATERIAL SUPPLIER COMPANY: NU -FORM PRODUCTS, INC. CONTACT: BETH DROBNIGK COMPANY: ELDORADO STONE COMPANY: COOL PLANET AWNINGS CONTACT: JAY WILLIAM5 PHONE: 888-8q8-lglq OR 612-327-5655 CONTACT: KEVIN RIEDY CONTACT: MATT CGARVEY PHONE: q52-882-8787 E-MAIL: PHONE: 717-Sg7-Igbq PHONE: 8'17-qbq-Ig00, 317-q27-g000 E-MAIL: joyanulock.net E-MAIL: E-MAIL: mattacoolpianetawnings.com PRODUCT: TILE SEALER PRODUCT: LIGHT FIXTURES PRODUCT: HVAG MECHANICAL SYSTEMS COMPANY: STONE GARS INTERNATIONAL, INC. PRODUCT: EXTERIOR WINDOWS 4 DOORS COMPANY: VILLA LIGHTING SUPPLY, INC. COMPANY: CARRIER COMPANY CONTACT: COMPANY: YKK AP AMERICA, INC.CONTACT: RICH KRAUS CONTACT: JAY BEHNKEN PHONE: 410-363-8788 CONTACT: MATTHEW TURNER PHONE: I-800-325-Og63 PHONE: DIRECT: I-800-204-6625 612-7g8-3062 E-MAIL: PHONE. 800-g55-g551 E-MAIL: info®villalighting.com CELL: 612-877-1757 E-MAIL: matthevrturner®ykk-opi.com E-MAIL: PRODUCT: PAINT PRODUCT: SUSPENDED CEILING SYSTEMS PRODUCT: ELECTRICAL SYSTEMS PRODUCT: COMPANY: PITT5BURGH PAINTS COMPANY: ARMSTRONG WORLD INDUSTRIES COMPANY: CUTLER HAMMER COMPANY: CONTACT: CONTACT: CONTACT: PHYLLIS MILLER CONTACT: JOHN OBARSKI : PHONE: PHONE: 1-800-441-g6015 PHONE: 1-500-442-4212 PHONE: q52-q3q-5412 DIRECT: E-MAIL: E-MAIL: - E-MAIL: johntobarsk4eaton.com CELL: E-MAIL: BUILDING DATA THE NEW CONSTRUCTION DEPICTED ON THESE PLANS WAS PREPARED AND SHALL COMPLY WITH THE FOLLOWING CODES: EXISTING BUILDING 2004 FLORIDA BUILDING CODE/EXISTING WITH 2O0ro AMENDMENT BUILDING 2004 FLORIDA BUILDING CODE WITH 2O0ro 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 Iro'-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 PRO�EGT DIREGTORY ARCHITECT: TITSGH $ ASSOCIATES ARCHITECTS, Inc. ADDRESS: 13710-2 BEN C. PRATT / SIX MILE CYPRESS G I TY/STATE/ZIP: FT. MYERS, FL 33q 12 PHONE: 2301-q36-4575 FAX: 23q-275-4151 E-MAIL: staff@t-a-architects.com AZ 0 FHONE NU1'vI 3ERS PROJECT MANA6EMENT: 1-600-b19-665b PARTS d SERVICE: 0152-S30021b SUPPLY: g52-830-0323 NORTH TEAM: DEVELOPMENT: q52-830-0312 OPERATIONS: q52-630-0280 ARCHITECIURE: q52-830-0268 / 0152-830-0454 CONSTRUCTION: 85q-661-0813 EQUIPMENT: q52-8qb-" PROXLT COORDINATION: q52-630-02g0 SOUTH TEAM: OPERATION5:g52-830-0261 ARCHITECTURE: q52-630-02g7 / g52430-0460 CONSTRUGTI ON: 386-453-1048 EQUIPMENT: 1-600-bl q-bb% PRO.IEGT COORDINATION: 62-630-0231 SHEET I NDEX GENERAL TLO TITLE SHEET EQUIPMENT F LO EQUIPMENT PLAN / SCHEDULE F2.0 EQUIPMENT ELE\/ATION5 ARCHITECTURAL ALO SITE PLAN A1.2 SITE DETAILS / 516NAGE A2.0 DEMOLITION PLAN A3.0 FLOOR PLAN A4.0 EXTERIOR ELEVATIONS A4.1 5167NA6E 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 GE I L I NG PLAN Aq.O WALL FINISH PLAN 4 SCHEDULE AIO.O ROOF PLAN MECHANICAL MLO MECHANICAL PLAN PLUMBING PLO PLUMBING PLAN ELECTRICAL ELO POWER PLAN E2.0 LIGHTING PLAN E3.0 ELECTRICAL SITE PLAN Z 0 w 0 0 z A� U7 N o 0 W Z Q w Y w > 0 c nn ®0 W 0 @ 9 93 o Z u a �T °1 e Q pp CO U #u p p v rZ O T > ` z > ° om R C O q <J — g o U1 [] mU p Or J W« u � V I1 w :�• � v "o Wco a rna ��-� z c `o U -so C Z�D p C L b➢ LE C m w o a E Lu O i� it] V O � II II�II V "'! " A i 0 > m !•� O V J join *��#�� NORTH m s - OF �� �det� THIS IS "PLAN" NORTH 0 \%° ��°o°°°°°°°°,�R,l�,/ram, FOR ACTUAL BUILDING °"o;//��--- ORIENTATION REFER TO SITE PLAN (BY OTHERS) m N SHEET N0. - -^o*= N 011R�49 6 1— °SO I 1.0 Go m �oOOp0000000Tz \\\\\ 0 O • �QU I i�M�NT SG�t�DUL.� ITEMS PROVIDED sY GRAM' AND fr!iTALLED B'( 6Er�RAL (;ourRACTOR. N 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 16 SAFE NKL BSD 3220 115V 1 X NEW 1 1C BEVERAGE COUNTER, SELF SERVE APPROVED VENDOR CUSTOM SEE DETAILS SHEET 1 1 C1 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 1 C5 STRAW DISP. PRONTO 001005 1 1 C6 ICE TEA DISP. LOCAL PURVEYOR 1 1C7 AIR POTS W DRIP RACK LOCAL PURVEYOR 1 1 CS 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 1 361 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 4B 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 5A7 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 1 562 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 5B5 BUN TOASTER EXISTING N A 208 1 2.9 KW X EXISTING 1 566 REF. FOOD PREP TRUE TSSU48 X NEW 1 5B7 16LX34DX26H SS CART NEW CASTORS 1 5B8 24" PREP TABLE, SS EXISTING N A EXISTING } m z 0 N w w 0 O z N o w z Lij Ld -I 3 U IY o N o � a la P w ° W z �o Ey1 ° a (� 0 �a W og V9 QT �0 i 6 OENOTE5 EQUIPMENT NOT 5HOAN GRAPHIGALLY BUT PART OF OWNER/TENANT5 EQUIPMENT PAGKAGE TO BE IN5TALLED BY THE GENERAL GONTRAGTOR. ° �® Q o UAo ° O LE,r^ acpd v/ �eQ D O ° 0 ° ° d•- (� 7 0� 3 LZ � ° C // nn V/ aUO R < O o�� �-J - --- NEW OUTSWING -----, 00 d o MCI, 8A 8A DOORS, CLOSERS, I - Q ro a NEW NOT o 0 0 0 8D F2 p� 8D HARDWARE THRESHOLD ; 1 Z o WATER ON 1 Z _ m DEMAND o r `, 9D7 9D8 I 0 0------------------------ mw=` 7D ° ° SC3 8C3 L`-J--_---� �d E 8V 8V SV _ 8C 0 0 ❑ L_'J 8C1 8C1 -----� 1 ROOF ACCESS --- ----- r 9D5 9D1 9H6 I I I I I I 9D3 I Q LADDER -SEE NEW 7C I i i 9D I DETAIL 2/Al.2 BARE BOB I ❑ \� IIIII ELECTRIC L._._. ._._._._._ _._.J PANELS 9D5 SJ gH 7A C- F2.0 1 76 ❑ 9D2 gH 8B2 FP. 1 H 1 p 2-A:10-5: o0 1 M 1 M 1 / ❑ / NEW TILE FLOORING 8T2 8V1 1 / ENTIRE KITCHEN / STORAGE I 8T B A 9C1 5A1 0 9D4 F2�---------------------- 1 E S l I ---------------------- o 00 00 00 0 6B1 �� II ❑ 2C3 lA2 1A HAND SINK (NEW) ° C __ _ I I __ ___ I COORDINATE W/ OWNER 2M5 1 ° -- -- -_-__ 2C 1A1 BT1 � lm-w 0 0 0 00 00 0 6B r----- I 8V1 1 o 0 0 0 0 0 0 0 1° ° ° ° 9C lA5 I lA3 8K1 8T 1 M 1 M �� 1 II I II \ I 2H 2H7 1A6 1A4 \ 8V1 1 ��--II LP22C❑rin�o 00 00 00 o I I::t \\\1A2 oIo2 4A1 8T1 2M7 \ I 5C5 9C --- 4D4 1A5 F2 0 - - `-° \ F.E. 6B3 � K� L------ - o-- --- --- - 2D2 o.p�o�o 8T � �--II A& 2H5 2P i o 0 0 00 0 2A:K n 2H1 �?--------------------, 8B1 i 1 \\ 2D 8G 8V1 1 8V II N 2P1 I i -- 0 0 0 01 1 0 0 0 0 0 0 I I I I 5B7 \ it 2D2 -- I I 11 0 0 0 0 0 0 o 0 0 0 1 1 4C 1 �� 2C1 8T2 8T f- 1 10 0 I I o 00 00 0 I ❑ 2Q 11 i I 4B 1 4A1 4D2 8T2 F2� 2D1 2Q2 F--- - - EXST. FREEZER ------ K -- 5B3 5B 5E J p ii ! I " (,, --- -- --- i i CONVERT TO \`�� 5C4 F20 F2.0 I - - F2.0 ii BE U J) II'I I� I I 30 POWER �` 5D3 5B6 5E1 - _ 9B � ��-Il -- 5E2 5E H I 1 C1 1 C8 2D4 1A5 Y 3C I II J 5B5 5B4 5B2 9D9 5p 1 4B1 5C3 B8 1 9C1 i i o o i i HAND 1 11 0 0 0 oII SINK 3B 1 1 A2 � I I I I 0 0 0 0(EXST) I 1 F 8V � ('n �� 9C2 3C1 I I 11 ❑ . 9 8V 6 I L°---------� ----- of I o 0 0 o faIL L--------------------� 3E �� ------------ ll1 9C 5E3 5B9 f_ 1C4 105 1C3 1C7 106 8Q 8Q 9C3 I s OF THIS IS "PLAN" NORTH m i NORTH O S FOR ACTUAL BUILDING SEE ENLARGED �Q.°° °°°°"�yo��i ORIENTATION REFER TO r PLAN, THIS SHEET w �0 5 '/(� 0-9 ( ) ❑� I L A R O E °° �. SITE PLAN BY OTHERS m N 2 EQU I FI " IEI �4T FLAN- - - - - I EOU I FI " IEI T FLAN `t _ ° _ SHEET N0. ° NN �o N 3A 0017496 ° ac. F I.O SCALE: 1/2" = 1'-0" F I.O SCALE: 1/4" = 1'-0" %�G� °°° � �.� ,',s' °°°°°°'o AID-�`,`�� 0 O /llllllllll �QU I i�M�NT SCHEDULE ITEMS PROVIDED BY OW�WTENNANT AND II�LSTALLED aY 6Er�RAL coxrRACTOR. 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 ISTIN 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 G 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 6B 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 12D 1 1.2 KW X 1 7A DOUBLE BLAST FREEZER MASTER-BILT 206 3 1-1 2 HP X NEW ALL -IN -ONE 1 7B 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 WAIWELA 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 8B1 FIRE EXT.- KITCHEN 2A:K EXISTING -VERIFY 1 8B2 FIRE EXT.- 2-A:10-B:C 2 8C COUNTER LAV. 2 8C1 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 8T2 MOUNTING KIT, WALL HOWARD 9DQ-0109 6 8V HERITAGE PHOTO 8"X8" SIGN PROD. GC300 5 SV7 HERITAGE PHOTO 20"X16" SIGN PROD. GC301 1 9B MENU BOARD, CAKES LSI DQ G&C 120 1 0.20 KW X B 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 MAG. 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 • COLD ADE �-o SCALE: 1/4" = I'-O" r4ohmN5 ! 1 MIRRORS BY DQ EQUIP AND INSTALL= CEILING ELEMENT M.10 CEILING ELEMENT M2 AWNING AWNING COMMUNITY M2 BOARD M.10 � M.10 POSTER I lllf W2 I L M.10 WOMEN'S RESTROOM (MEN'S MIRRORED) L /�1J 111\U TO REMAIN ��■■■■ 0" �- EXISTING TO REMAIN I7ININ6 ROOM 2.O SCALE: 1/4" = P-O" tl� RESTROOM 2.0 SGALE: 1/4" = 1'-0" M.10 I E= I — --r--- --i I E= 1. 1— M.1 M.2 EllM.2 M2 m HERITAGE / M.10 / PHOTOS / TRASH 11 52-1 — i L-F--T-7-7-7-7-71 1 r- I I I 777T-7—T— E�ININ& ROOM �-o SCALE. 1/4" = 1'-0" HERITAGE W.I PHOTOS /---7ii--- --- ---- -- ---L / ICl ctD M.10 M TRASH 0 0 1 V D Z�ININ6 ROOM 2.0 SCALE: 1/4" = 1'-0" Ld Q n Q o w Z _} o J 0 I � G J X � ' F U I } � � a 1 z� J� I 0 mT Vi a L � ° c o a 0 o 0 c a 3 z > a � �o m - o V) T V 0 o �O¢ W o o -s7 �-is t� w 2 1 -1 z C ? .O Q Or Z r �� � A W 0 r a E M2 RITAG HERITAGE HERITAGE L PHOTOS PHOTOS MENU M2 M.1 M2 41-3' Y-0' / ❑ ❑ / M2 ME] � W.9 POSTER 9D4 Wb / lAl IAI ®�® M.10 / M.10 ❑ (!AD ❑ i III 11 1 I I El- LI�J L�J °° ° I I I �P I I I I I I .I3 M.10 0 1 I I W2 1 1 I DRINK == em O I COUNTER 14Ulm W2 18 IAI PlAb - C6 -- -- -- �1- -- - -- 1A5 M,15 2G 2R 2P 2Q 3C CUSTOMER COUNTER � COLD <ITCHEN E7ININ& ROOM O � 2.0 SCALE : I/4" = I'-O" 2.0 SCALE. I/4" = P-O" .� �-c SCALE: 1/4" = 1'-0" L ❑ �I ❑ 1 1 1 �I I�I I�I I�I I� : : �I t ❑ Mom: I�I I�l i�l I� ■_ ■ ■■■■■ — ■■■ u:u:u.. u:u.u:u -_ I�I :�'.1 ■_ ■ —. I�I :':_ ■..■■ �o FF '•�'. IAI �� -- '.�: _ 3E 2DI C2HI 2C 5A1 2C1 CLED1 2H 1C G0L17 < TCHEN 11 � �-o SCALE: 1/4" = 1'-0" lif tl� HOT KITCHEN I Q �-c SCALE: 1/4" = 1'-0" 5C4 �I E MONITOR(S) Irl a HOT <ITCHEN �-o SCALE: 1/4" = 1'-0" 4D2 V nn r Lu m NORTH L s s THIS IS 'PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO m N SITE PLAN (BY OTHERS) SHEET NO. F2.0 o� m dzl m z O V) y.:. 0 fs.......... 1 SITE LOCATION MAP 11 N.s MEDICAL AfRT,5 DRIVE (24' WIDE PAVEMENT) EXISTING MANHOLE EXISTING MANHOLE N 59 55 40W 123.00 fu 9G9 9G9 EXISTING I I ENTRY / ENTRY / POLE LIGHT _T THANK YOU SIGN THANK YOU SIGN EXISTING I o o 0 0 0 0 o DUMPSTER I I @ TO REMAIN I Z@ 9 S 5o 55' 40 ' E PAINT DUMPSTER ENCLOSURE 21.00' 1 TO MATCH BUILDING I I I • I I I I EXISTING PARKING SPACES TO REMAIN � I I I U 1 � I 1 3Q EXISTING ASPHALT PARKING I X I ju I 11 E KISTIWs PARKING SPACES TO REMAIN DIRECTIONAr15 SIGN (EXST.) FC_LE'ARANC_ :BAR FILL-IN ISLAND REMOTE SPEWITH CONCRETE (EXST.) I PAVERS, COORDINATE MENU BOARD I WITH OWNER. (EXST.) SF2 I I I O I S50 Gal. GREASE I I TRAP (EXST.) J — — o o a o o POLE EXISTINGLIGHT EXISTING CONCRETE PAD TO REMAIN I 5' CONCRETE SIDEWALK TO REMAIN S' PRIVACY FENCE I 9H5 9H5 @ WITH ACCESS GATE _ I EXISTING PARKING SPACES TO REMAIN II I IS) II _ II I�r II I II REMOVE EXISTING-�► lu PRIVACY FENCE I I I I I ON V-4' TALL SPLIT - FACE CMU WALL , I @ I CUT OFF EXCESS SLAB AS REQ-0. @ II I J I o Z NEW CURBING TO MATCH EXISTING I I @ IITHIS AREA TO 5E DEMOLH REMOVE CURBING TO FINISH FLOOR AND REBU LT AS INDICATED �I TO MATCH ADJACENT CONSTRUCTION. I 11 I &' PRIVACY FENCE I=r777 __1 EXISTING CONCRETE m EXISTING PAD TO REMAIN PYLON SIGN (EXISTING) POLE LIGHT EXISTING DRIVE-THRU LANE TO REMAIN NEW SIGNAGE /READER BOARD DELETE COLUMN , SLAB AND STRAIGHTEN,CURBING EXIT ONLY/ — — — -- THANK YOU SIGN ri ------------- 9GI0 � 9GI I ❑ I I O N 030 55'40 ° L1 150.00' /,Nk SITE PLAN (EXISTING) ' w 50ALE : I" = 10'-0' W Q 0 O z a o � o ��oCQ — O a - 0 @� t = �a o Z a Al o c T C ' I Q C C Ij p p (�( O O 7 o v p p:5 Z C d .; ° o Z m C p L c-a Ei � v ^ U p C p V) � v c � 2 p ¢ O � W'o v Q 00 a o ._ L�� w A ■ u �z�. Z U� '; c m :i � m w � 411E W Q W 'x Q � W Ul z O —1 V 414 m � a m � OL (s)IL o � s NORTH m s THIS IS "PLAN" NORTH FOR ACTUAL BUILDING iL ORIENTATION REFER TO SITE PLAN (BY OTHERS) m N f'SHEET NO. Ln A1.0 m 4z 0 m MENU E30ARD �i� HOUSING CONDUIT TO COMM. SYSTEM ®SERVICE R EMOTff SPEAKER DRILLED PIER. POU i-15 USED (AS 5HOWN) CONCRETE INTO NAT'L GRADE, /�� TO MENU BOARD REMOTE SYSTEM TO COMM. SYSTEM ® 5ERV I GE SPEAKER / WINDOW HOUSING 0 /+ PREFORMED LOOP, MAGNETIC LOOP N� LRL D IER, / / .�.Iti INDUCTION SYSTEM. GRADE, III x20,x61, CONCRETE PAD � LOOP INDUCTION ISO 1.2.,,,I N.T.S. SECT. 1.2 SGALE: 5/5" = 1'-0" I IN 2O'X b" GONG PAD SPEAKER HOUSING PREFORMED LOOP, COMMUNICATION BOX MAGNETIC LOOP CONDUIT N6 INDUCTION SYSTEM. ® DRIVE-THRU WINDOW X DRIVE THRIJ POURED GONG CURB 211- 3" LOOP DEPTH • e d LOOP SUPPORT (TYP) DRILLED PIER. POUR ° d 8" COMPACT FILL CONCRETE INTO NAT'L NOTES: • • ° 1) POSITION 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 Fi H 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 6". 5) ALL CONNECTIONS AND SPLICES TO LOOP WIRES MUST BE SOLDERED. n LOOP INDUCTION SECT. I2 N.T.S. MAGNETIC LOOP INDUCTION SYSTEM : ' FA,D, (PREFORMED LOOP) REMOTE SPEAKER POST SET PERPENDICULAR TO CURVE TANGENT 4 BOARD SEE 5, 6, 7, 8/AI.2 •• • ' , • Nu lk b' DRI �E LANE STACKING, O OF DRIVE P05T WI W 15 80' MINIMUM (50 R'S). MENU BE;) . LOCATION �-2 SCALE: 115" = I'-O" 20'-0" DRIVE LANE ST ., • . • . ' ¢ OF SPEAKER POST TO OF DRIVE-THRU WINDOW 15 80' MINIMUM ( 5 CARS ). ' :.:.:� , •.. 2 •,�.6„ G"QN�RETE• i.'p.�D:j ' ° r REMOTE SPEAKER p �0 SEE 5, 6, 7, 8/AI2 • MENU E3I7. LOCATION �-2 SCALE: 1/5" = 1'-0" (1) 7/8" 4' HOLE FOR CONDUIT (LOW VOLTAGE) OMIT IF REMOTE SPEAKER IS USED. 5/8" 4' X 20" ANCHOR BOLTS PLACED TO TEMPLATE BY G.0) (1) 7/8" 0 HOLE FOR CONDUIT HIGH VOLTAGE (120V, (P) 4 FRONT- DRIVE THRU 51DE r j (4) 0.815" x 2.00" SLOTS FOR 5/8" x 20" ANCHOR BOLTS (BOLT5 BY 6.CJ VERIFY PIER DEPTH AND DIAMETER FOUNDATION OPTIONS #I- 24" (P x 6-6" D. eo'. #2- 30"W x 6'-0"D. S/ `L-?- 14 1/4" 0 x I" (FULL GRILL 4 CHILL OR 3/4" (5.5.ONLY) ASTM A36 STEEL PLATE � SASE PLATE PLAN 1.2 (MENU BOARD) 3/4" = 1'-0" II 150 P.S.F. I II I 5/8" HEX NUT (ADJUST Il 11 u u UPPER 4 LOWER HEX NUTS „ WINOLOAD TO LEVEL MENU BOARD 4 TIGHTEN) 5/8" LOCK WASHER HOUSING R/MIG 2" 2" Hous1N6 5/8" FLAT WASHER 2 7/8"� � 2 1/8" 3" 4" 4" 3" 1/2 LEVELING NUT W/ 14" DIA. X 1/2" 18" 0 X 48"D b I/8° 1/2" FLAT WASHER (`I 5/8" HOLES FINAL CONNECTION BY ELECTRICAL ° STEEL BASE PLATE POUR CONCRETE 7 1/2"X 3 5/4" m 14'-b"'DIA P X o� g 5/8" FLAT WASHER INTO NAT'L GRADE 12 GA. BA PLATE CONTRACTOR ` - GONG. FT6. 5 O° AI2 a - X\ 5/8" LEVELING NUT AI2 I/2"X lb" L W/ ° 2 1/2" PROD. NOTES: A SNUT EMBEDDED ° THREADED BOLTONER THRU `t I. GA550N TO REST ON ° CONCRETE ° 7 1/2"X 3 5/4" ° ° BY INSWALLED BY 1GQG. - UNDI5TURBED SOIL, 12 GA. BASE PLATE a • `� . 4 . BR6. STRENGTH 5/8"�X 20" ANCHOR BOLTS ® ° °. CONDUIT TO COMM. .I/2" X 12" ANCHOR BOLTS 1,500 P.5.F. ASSUMED. ° W/HOOK 4 2 1/2 PROJECTION - m d* 1/2'LEVELING NUT W/ 5Y5TEM ® SERVICE PLACED TO MATCH (BY OWNER TI-RU 100 4 INSTALLED - r 1/2" FLAT WASHER - WINDOW - BASE PLATE TEMPLATE 2. SEE A4.1 FOR g BY GENERAL CONTRACTOR) - a O (BY GENERAL CONTRACTOR) SIZE 4 PROFILE IY CONDUIT FOR 12OV,1(P POWER CURB 12" 0 X 4811D OF 516NAGE aSTEllM (LOW VO�AOMIT LINE GONG. FT6. TO REST ON LINE ° GONG. FT6. FOUNDATION OPTIONS a IF REMOTE SPEAKER 15 U5ED UNDISTURBED SOIL, #1- 24" 0 x 6'-b" D. SEE OPTIONS FOR DRILLED �0 P�NATSSUMED. I'-b" #2- 30"0 x 6'-0" D. PIER. POUR CONCRETE INTO #3- 36" o x V-6" D. ° a . NAT'L GRADE, 5000 PS.I. ® 26 DAYS. r&-`�MENU E30A I;) SECTION BAH PLATE PLAN �SFEAKER SECT. BASE PLATE PLAN. �t1.2 SGALE: 3/8" = I'-O" 1.2 (SPEAKER) 3/4" = I'-O" 1.2 SCALE: 5/5" = 1'-0" 4t1.2 (PREVIEW BD.) 5/4" = 1'-0" II II II TS 4" STANDARD II I II I • II II 2'-WX II' -I" CABINET C��oQQ � iC'�oQQ ►I I I II II 4'-2"X 6-0" CABINET READER BOARD II � �I I �I II 1'-4" CLADDING WI17. T5 6X bX 1/4, (TYP) I rLADLI II II II GRADE IL 'i BOLT GAGE SUPPLIED i 'I ' BY OWNER THRU IDA 4 INSTALLED BY 6.0. I ' I (PREORDER FOR INSTALLATION ° ® TIME OF CONCRETE ° ° INSTALLATIONJ `4 a NOTES: I. GONG. FT6. SEE STRUC ° 2. SEE PYLON SIGN ELEVATION ON SHEET A4.1 FOR DIMS 4 516NAGE SIZES ° I FYLON 516N t.2 50ALE: 1/4"=1'-O" 0 PARKING STALL I'-O" MIN LYLE SIGN L-54 4 VAN ACCESSIBLE z SIGN MAWn .APPFn SIGN POST PARKING SURFACE r,2- SIGN DETAIL �-2NO SGALE DIRECTIONAL SIGN BY OWNER THRU I.D.Q. AND INSTALLED BY GENERAL CONTRACTOR b X .375" PIPE J-BOX ADD 1/2" HOLES FOR `t ATTACHMENT TO TO 5"PIPE I� 5" X 258 PIPE ,17 CONDUIT FOR 12OV, 10 POWER i 4'-0" DEEP X I'-0" DIA. GONG. FT6. f, :};.�• .� I�11 NOTES: SIGN OPTIONS: I. FTC. TO REST ON UNDISTURBED A. ENTER/ENTER SOIL BRG. STRENGTH 1,500 P.5.F., B. EXIT/THANK YOU A55UMED G. DRIVE THRU/DRIVE THRU D. THANK YOU/ DO NOT ENTER 2. SEE A4.1 FOR SIZE OF SIGNAGE PIREGTIONAL 516NA&E I.2/SGALE: 1/2" = 1'-0" Q, Q,i GRADE a CLEARAN;C�E POLE BASE (TOP VIEW) 20 DEG p rn' 14" DIA is _ 2.75" 5.340' RAD CIA �t ANCHOR BOL LOCATIONS uRv DRIVEWAY GONG FT6 PER 1J IL LOCAL CODES. ANCHOR BOLTS- J"X3XI6 (MIN. REQ'T (SOLD SEPARATELY OR IWDIA X 36" SUPPLIED LOCALLY) DO 3000 PSI) PART # 786-214 14 CLEARANCE S I ON DET. t3l/ NO SCALE z _o to Lj w w Q 0 w V) Z r) o Y U 0 0 P �o W @IN o � � � o ° a Is O Is " a O C 0 C I p Q o ° A1� vi o nco r LD m a 7 O QD � z Z r a c - C ° C U o _ O - O OW mW� '� d ���O o o}� 1 W a o Z'oZ= 0 Z = W o ¢ E V► L U 11 4-� fill n v _<IL m S NORTH M s ©f �..� IQrd19f4 ��rkz,,i C`4THIS IS "PLAN" NORTH f� ®°°°°°°°e,G°��i��i FOR ACTUAL BUILDING ° ORIENTATION REFER TO °SITE PLAN (BY OTHERS) m t�1 SHEET NO. o017 ss r o1.2 1. z oo.o �lllz N. ***o. *o 0 O n REMOVE PRIVACY FENCE `ice ---- REMOVE MANSARD ROOF (TYPICAL TO ENTIRE BUILDING) I---I--T------T----I--T--F--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� O O WATER HEATER TO BE REPLACED WITH INSTANT, J ON -DEMAND SYSTEM O 0 EXISTING ELEC I I 10 01 PANELS TO BE /I REPLACED WITH F_ — — — — SQUARE-D EQUIP. /I II IIr� I I L_=i=-A DQ EQUIPMENT TO BE REPLACED I I I I I L= _ _ °L�= _ °° ----J -01 CUT t REMOVE CONCRETE HID SLAB AS INDICATED. 1 11 1 1 COORDINATE WITH OWNER L---- °° —AL_--- °° ----J VCT FLOORING TO BE REMOVED II II II II ° L----AL----Aloo o --�L--1 DRY STORAGE SHELVING TO BE REPLACED WITH MOVABLE RACKS, COORDINATE WITH OWNER I. "mm REMOVE MANSARD ROOF (TYPICAL TO ENTIRE BUILDING) I--7--F 7 — T — T --1--T--I----71 I �\ I I 1 \\ O 0 0 0 REMOVE MANSARD ROOF (TYPICAL TO ENTIRE BUILDING) 7 IFFI -�q _ � �� I / I IREMo WINDOW{ FRAME I I— TO E REMOVED �I — (III 1 REMO�111 RESTROOM I I ' I AND CM I BELOW WINDOIU / I J WALL FIXTURES ���i i�i�L�� ' ---�==�1 C NATEWITH I I IF==T I \ R Jill Or/ II 1 II i —� 1 CIS IIIIIC--—�JLl-- III II—=III�1� III II II II II IIII�I(� �11�1� �I� 1 I II II 11 I '' Dill = _ L — J ��=1 --J-11111]III _ — II II IIIIL-J— IIx J I1 L =Jr I II `� 11 ll _ _ _ (I II II \ REMOVE RILL SUPPLY REMOVE BULKHEAD I III, AND HVAC GRILLES. J �::: DUCT t GRILLE 4 t I 1---�� III IIII�� ---�_-- I 1 L JIF REMOVE PDLIET DOOR III I _ ( I AND FILL INqLS MATCH I III _I ADJACENT I� 1 I I II �R ILX aI III III — 11�1� — III FLOORING 11 _ I� �III� �I REMOVE SUN TO BE T� ✓ I ATRIUM DOWN (III REMOVED f — -' 1 I — — II IIII� TO FINISHED — FLOOR ELEVATION LLII .. _ — — — J111,1J ............ — — — — � III `I rtl �ILL I III,10 �� I I II I III REMOVE CUSTOMER JI II I III III,'�I I I (III Alf COUNTER _._......... I II IIII�� Kill DINING ROOM FURNITURE T — — — �Il�ly I III TO BE REMOVED a REPLACED I I � III I Ilk J n =__ � I I ---� �-�-- III,J 11 III II IIF u U II II �J I LJ �JIlk II — — _ II/11F FO =� I ===�111�� I — III _ — — I �II� — — — — �Ilk �I REMOVE DOOR :::11:11 � III III II II II II II II 1 I AND FRAME, FILL II`- (III III = J 1 L _ _ _ jII�I� IN OPENING To 1 II III I C III MATCH ADJACENT II I I III III11 I IIII�II Ilt`1`I REMOVE 1 `\` \\1 / I REMovE WiNDoW, rRAME __k_j I I TO 6E REMOVED BULKHEAD AND CMU ELOW INDOW \� I I N � � I I I I \ I AS SHOWN —--L--1-- -----1---1 L--I---1 L--I-----L—� �Q--1---1--L--1----L--1--_t L---� lEa REMOVE MANSARD ROOF (TYPICAL TO ENTIRE BUILDING) — — — L� — _ — — REMOVE MANSARD ROOF (TYPICAL TO ENTIRE BUILDING) REMOIVE DRIVIE-THRU I — IF — — — —II I WINDOW t FRAME I II I II I I I I I I II I DEMOLITION NOTES: II I I II I. VISIT SITE TO VERIFY EXISTING CONDITIONS. ACCEPT 5. PROTECT EXISTING ITEMS WHICH ARE NOT INDICATED PREMISES AS FOUND. OWNER ASSUMES NO TO BE REMOVED. RESPONSIBILITY FOR CONDITION OF EXISTING BUILDING AND/OR MATERIALS TO BE REMOVED THAT EXIST AT ro. DISCONNECT, REMOVE AND CAP UTILITY SERVICES TIME OF PROPOSAL INVITATION OR THEREAFTER WITHIN DEMOLITION AREA. MARK LOCATIONS OF ALL DISCONNECTED UTILITIES. IDENTIFY AND INDICATE 2. PEIRFORM ALL DEMOLITION WORK IN COMPLIANCE CAPPING LOCATIONS ON PROJECT RECORD WITH ALL APPLICABLE SAFETY CODES AND DOCUMENTS MAINTAINED AT THE SITE. REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. I -1. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER- 3. DEMOLITION AND REMOVAL WORK SHALL BE PROTECT EXISTING STRUCTURE AND AREAS BEING EXECUTED IN AN ORDERLY MANNER CONTROL RETAINED. DUST BY COVERING OR WETTING DOWN DEMOLISHED _ _ I _I�_ — —_ — I —_ —_I—_ — I —_—�-�II_ I MATERIALS AND DEBRIS OR WITH METHODS 8. COORDINATE WITH OWNER FOR CONTINUTION OF F I / �I—�—17 T T �� \ APPROVED BY THE ARCHITECT. DO NOT CLOSE OR OPPERATION DURING DEMOLITION AND CONSTRUCTION OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FOR SCHEDULING OR USED FACILITIES WITHOUT OWNER'S APPROVAL. I / I I I I I I I \ 1 4. ALL DEMOLISHED MATERIALS SHALL BE REMOVED — — — — I— — L— — L — —I— — L— — L — —1— — — — J FROM THE SITE AREA AND DISPOSED OF LEGALLY. REMOVE COVERED DRIVE-THRU ROOF, DO NOT BURN OR BURY MATERIALS ON -SITE. MANSARD, COLUMNS t CURBING SEE SITE PLAN FOR MORE INFORMATION O)EMOL. I T I ON PLAN SGALE. 1/4" = I'-O" m GRILL, FRYER AND PREP TABLE TO BE REPLACED r _ 1I I� I�I I� z _o _N W I— Q p O N o Q w Q 0 Of _ W w IN Q D 0 � D ® D _ a o 0 Z �a u 0 Lu C, O Ln-,-� �I-u IL V NORTH m s THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) M N SHEET NO. o A2.Om � O0 ai rn c O Ln E Q d- 0 rri 00 0 0 N m N L 11') Ql 3 N n N 00 O i Q U m m 21'-0' A.F.F. TOP OF WALL ji 3 F qvv 0 M Ak ep r 21'-O" A.F.F. TOP OF WALL W-O" A.F.F. TOP OF WALL LLJ Q 0 O Z W X TO STOPS 16 dl I - - Ld w J Z � w Y U O � W O _----II r r---�I Ir--------,i II II I j j rt J Q Q tU Q O w U < TEXTUED R CO STUCBAND O O (BEYOND) - TEXTURES STUCCO BAND yr - - - - - TEXTURED STUCCO BAND P o II o II II i, I r p o a O,-0• II II II II II I I I I O -0" A MEO m n� FINISH FLOOR —Se � FINISH FLOOR O (� �g L NEST ELEVATION EAST ELEVATION � �' o t _ J a �-o 50ALE: 1/4„ = I -O,� 4.0 50ALE: 1/4 = I -O,� u d L� L� EXTERIOR ELEVATION NOTES O51MULATED STONE: SUPPLIER: ELDORADO STONE, ING STYLE: -WALNUT RID6E MOUNTAIN LEDGE W/ MATCHING 51H CAPS ® WINDOWS OSTUCCO FINISH COLOR: #115 AMARILLO WHITE FINISH: SAND PEBBLE OEXISTING SPLIT -FACE CMU, PAINTED COLOR: (5HERWIN WILLIAM5) 5W-4081 5AFETY RED OGAP FLASHING: DOLOR: UNA-GLAD, 24 6A. STEEL, ALMOND FINISH: KYNAR 500 O METAL PANEL: EF :MANUFACTURER: ALPOLIC BE INSTALLED SUPPLIER: NU -FORM PRODUCTS, INC ZONTALLY COLOR: 4MM ALPOLIC PANEL, DQ RED VERTICALLY . OMETAL PANEL: SUPPLIER: NU -FORM PRODUCTS, INC, COLOR: UNA-GLAD, 24 &A. STEEL, BLACK FINISH: KYNAR 500 OMETAL PANEL: SUPPLIER: NU -FORM PRODUCTS, INC COLOR: UNA-GLAD, 040 ANODIZED ALUM. FINISH: CLEAR SATIN H METAL PANEL: EEOR:IZONTALLY MANUFACTURER: ALPOLIC STALLED SUPPLIER: NU -FORM PRODUCTS, INC COLOR: 4MM ALPOLIC PANEL, DO BLUECALLY . OFABRIC, CANOPY: MANUFACTURER: ASTRUP CANOPY STYLE: WEBLON COASTLINE PLUS COLOR: #2126 DEEP RED FRAME: 1" 50. ALUM TUBE, CLEAR SATIN FINISH WELD ALL JOINT5, GRIND SMOOTH OWINDOW FRAME: (OR EQUAL) MANUFACTURER: YKK AP AMERICA INC. PHONE: 500-cicl"551 COLOR: 2"x4-1/2" BRONZE FINISH: SATIN 6LAZIN6: BRONZE TINTED DOUBLE INSULATED ODRIVE-THRU WINDOW, VERIFY OPENIN6 SIZE WITH MFR PRIOR TO FABRICATION OF FRAME OL.E.D. STRIP LIC-HTIN6 (SEE ELEC): SIZE: 2 ROW5 COLOR: BLUE SUPPLIED 4 INSTALLED BY G.G. OQ EXTERIOR LIGHT FIXTURE, SEE ELEC OH.M. DOOR # FRAME, PAINT "PITTSBURGH PAINTS" HEAVY CREAM, SEE FINISH SCHED U CMU: ANCHOR BLOCK - ROCK FACE BLOCK #2% SAHARA (TRASH ENCLOSURE) OEXISTIN6 SPLIT -FACE CMU, PAINTED COLOR: #113 AMARILLO WHITE OCOOLER / FREEZER BOX COLOR: PREFIN15HED TO MATCH #115 AMARILLO WHITE 21'-O" A.F.F. TOP OF WALL_ W-O' A.F.F. TOP OF WALL O'-O' ASSUMED FINISH FLOOR WALL PVC FENCE, MATCH BUILDING COLOR TO REMAIN SUBMIT SHOP DRAWINGS SOUTH ELEVATION �-o 5GALE: 1/4" = 1'-0" L L PVC, F�NGE w/AGGE55 GATE MATCH BUILOIN6 COLOR SUBMIT SHOP DRAWINGS NOTE: EXISTING DUM5TER ENCLOSURE SHALL BE UPDATED TO MATCH BUILDING. r4---\ NORTH ELEVATION 4.O 5GALE: 1/4" = I'-O" 21'-O" A.F.F. TOP OF WALL 18'-O" A.F.F. TOP OF WALL -�.. AssurW0 ASH FLOOR a ° OwsyF` �o 017.496 0 i-- -t z flu Lu Lu V O � � V D— 0flu m 1.� X !L LLI LL Odi 0 s NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) ILIi N BOA m 8'-5 1/2 11 <DD 111 II II Qi o 50" X 72" READER BD. (ILLUM.) / 5017. (PROFILE) = 24.46 SF 50.FT. (RECTANGULAR) = 25.0 SF i I T5 6X 6X 1/4, TYP GRADE FNrLON S 1 ON T5 4" STANDARD 5'-6 "x5'-5" (NOMINAL) DAIRY QUEEN LO60 (ILLUM.) 50.FT. (PROF I LE) = 35.1 SF 50.FT. (RECTAN6ULAR) = 461 5F 25" 516N SOX (ILLUM) 50.FT. (PROFILE) = 2q.0 SF SO.FT. (RECTANGULAR) = 2q.6 5F METAL CLADDING: UNA-CLAD, 24 6A. STEEL, KYNAR 500 FINISH: BLACK 15" X 25" DIRECTIONAL 516N = 2.6 50. FT. (ILLUMINATED) 2'-1" m "rive Thru D I REC,T 10NAL SIGN m 516NA6E AT STOREFRONT: 6'-6 "x I O' (NOMINAL) DAIRY QUEEN L060 (ILLUM) 50.FT. (PROFILE) = 46.4 5F 5Q.FT. (RECTANGULAR) = 65.5 5F q 1/2" X 25" DIRECTIONAL SIGN = 1.6 50. FT. (ILLUMINATED) C�Enor� D I RECJ I ONAL SION 8'-5 1/2° v y N 516NA&E AT VESTIBULE: _-- 5'-6"x8'-5" (NOMINAL) _ _......-_-............................ . DAIRY QUEEN LOGO (ILEUM.) 50.17T. (PROFILE) = 55.1 5F 50.17T. (RECTANGULAR) = 46.1 SF 13'-O" 0 on SIGN (ILEUM.) 5G SQ.FT. (PROFILE) = 40.2 5F 50.FT. (RECTANGULAR) = 40A 5F EXTERIOR PROMO 5OAR1;P 36"w X 60"h 50.FT. (PROFILE) = 14.6 5F 5Q.FT. (RECTANGULAR) = 15.0 5F q7" X 571, D.T. MENU BOARD 38.4 50. FT. (ILLUMINATED) 8'-1 1/8" MENU DRIVE THRU 1MENU E30AIRD — EX I ST I NO TO REE1 A I N 0 on ITO a(McNga SQ.SIGN BOXOFF () = 2c SQ.FT. (PROFILE) = 2q.0 SF SQ.FT. (RECTANGULAR) = 21.6 SF NOTE: EMERIOR SIGN PACKAGE CONSISTS OF BUILDNG SIGNS 'A', 'B' AND 'C' AS WELL AS PYLON SIGN AND FOUR (4) DIRECTIONAL SITE SIGNS. GENERAL CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF $450W. WITHIN THEIR BASE BID FOR SIGN PACKAGE EQUIPMENT AND INSTALLATION. CONTRACTOR SHALL COORDINATE WITH OuNER AND SUPERVISE INSTALLATION AND ELECTRICAL CONTRACTOR SHALL BRING POWER AND HOOK-UP EQUIPMENT AS PART OF THE BASE BID. 36" X 54" PREVIEW BOARD 15.8 50. FT. (ILLUMINATED) 0 N 1MENU BOARD (OFT ONAL — NOT USED) d3 0 r &RADE z 0 V) Of w a 0 d W O d z u 0 0 Y LLJ 00 0 W d o T C Q a C U O o r^ c 0 .ram ma (� m p 0 o v p p �-- Z yt-. 6 .n ° T z W.- r �om o="q U v 7 c p O r (n O o ci p J =Z0 0 w Sao ° .- r w 0 LLI Z I = CZ_ bu � a L -wo � a E Lu O to x l� L z m /� NORTH =, OF %�" **z, THIS IS "PLAN" NORTH m t ° 304i1�i- FOR ACTUAL BUILDING � ���P° °°P�/�---� ORIENTATION REFER TO 4joo 5 PLAN (BY OTHERS) In N v° = y�,n o = SHEET NO. 3 01�.996 � � t— :° e z Ln °°°°° °° 4.1 m cz 7 m CONDUIT 4 J-BOX, ALL WATER TIGHT. PAINT ALL TO MATCH m STRIP ILLUMINATION SUPPLIED AND INSTALLED BY 6.C. O Zz FASCIA OF .040 ALUMINUM W/ ALUMINUM KEEPER BOX. cn PROVIDE NEEP HOLES AT CABINET BOTTOM 1 5/8" C a . a °. APOLIC PANEL OR STUCCO • a ONE PIECE FLA5HIN6 .040 ALUMINUM 8" CMU WALL — CONSTRUCTION EYEBROW DETAIL 50ALE: 1 1/2" = 1'-0" 1'-4' 8 "CMU WALL AWNING ATTACHMENT TO WALL (2 CLIPS PER AWNING) CLG SEE PLAN CLEAR ANOD ALUM AWNING FRAME HEADER SEE 5TRUC SEALANT SHIM, BACKER ROD 4 5LNT ANOD ALUM WDW FRAME CAULK JAMB N I NDON ANNIN6 I7ETA I L 50ALE: 1 1/2" = 1'-0" i / `—SA& SPLIT -FACE CMU �—GALVANIZED STEEL LINTEL SEE FRAMING PLAN FOR SIZING 3' BEARING ON GROUTED CELL /` Tt— f— I I I IL i Tt— 2'x2' TUB! STEEL ST TRUSSES TIE BEAK' ��itm�1•i L DETAIL STIFFENER DETAIL 50ALE: 1/4" = 1'-0" G 2xb TOP CHORD Tom./ t-mi Io- A I T!on 11/' /" 1 A 50ALE: 1/4" = 1'-0" F_ — I I I I I I I I I 0 N aD N T b' STANDARD CMU \ \ \ \ \ \ \ 13'-0' /_ STANDARD CMU —/ SPLIT -FACE CMU 6' STANDARD CMU 8'-0' EASTSIDE CMU LAYOUT 50ALE: 1/4" = P-O" BEAM SCHEOMmE BASED ON FC = 3.00 KSI FY = 40 KSI LARGER ❑F .3L2 .31_1 .31_3 31_2 .31_4 .51_3 31_1 OR 3L1 OR OR OR OR 31_2 31_2 31_3 31_3 I I OR 51-4 STANDARD TYPDEGREE ,S, (STIRRUP) 2" 'E" BAR "D' BAR I 'C' BAR 'D' BAR I'C' BAR 'D" BAR I 'C' BAR 'D' BAR CLR.lj[ 'F" BAR T Y P. 'B' BAR 'F' BAR 'B' F- BAR 'F' BAR 'B' BAR �- "F' BAR a 'TT' 'A' BAR 6' I 'A' BAR 'A' BAR (T❑RSI❑N TIE) TYR G = .25 x L SPAN MINUS NGTH OF 16 BAR DIAMETERS L1 L2 L3 L4 'T' (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 7/1 6 BM1 8" 8" 9'-0" (1)#5 - - 8 PS 2.5 - g" 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 Ga. 0=, rINRMING'LN 4 F 50ALE: 1/4" = 1'-0" ,c OF z 0 V) W Q 0 0 z O (�V z o w `1 0 > O W Q Q Q Ld of D_ (n O U < o a 9� 1 a � � o x a t ,�OA!g s Z m N c � Q G C U o0 � (n o o t � Q m a0 00 0 e d ; zm L c oa 3 C — o ° T U) . w� 0oQ0 E J O rZ ¢ �W (1 ID o W a ao LLJ z c $ Q c Lj � <E i E O J-1-� J-I--1 V O � O � NORTH L s ss�� THIS IS "PLANj FOR ACTUAL B ORIENTATION R SITE PLAN (BY m N s = SHEET Oi`'�t c 5m Ui dJ 0 O 1'-5.1/2' 6'-0' 1 6'-0' 2'-6 1/2' Elm X-BRACING, SEE NOTE 2'x2'xl/4' STEEL TUBE EXISTING TRUSSES VERTICAL REINFORCING TO REMAIN I I PARAPET FRAMING: 6' IS Ga. METAL STUDS 16' OTC. (Max) 9 l N I II I I i I _ _ I I I II �I i ELEVATION �45.1 12' -11 1/2' 11' -1 1/2' -1' -11 1/2' 9 X-BRACING, SEE NOTE �'► 12' 5'-6' S'-6' 2x6 PT TOP PLATE 2x6 PT TOP PLATE r— INJ tt ' er 0 V" IIN I I 2'x2'x1/4' STEEL TUBE PARAPET FRAMING: 2'x2'xl/4' STEEL TUBE VERTICAL REINFORCING 6' 18 Ga. METAL STUDS s 16O.C. (Max.) VERTICAL REINFORCING I II II _ I I � I I II I II I I I I 2x6 .12' 'v N __T 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.) I 11 II I i � I I m I i I I II II II I II I I I I I ELEVATION ,45.1 I I I I I II I II I I I I A5.1 ELEVATION N In 11 II I; I I 4' _B. eELEVATION A5.1 PARAPET FRAMING: 6' 18 Ga. METAL STUDS + 16' O.G. (MaxJ k-BRACING, SEE NOTE 2'-2' 4'-04 4'-0' 1'-10, v 16 2x6 PT TOP PLATE 11 Lail IN 011 /1 I - k/ I aq 2'x2'xl/4' STEEL TUBE VERTICAL REINFORCING PARAPET FRAMING: 6' 18 Ga. METAL STUDS 0 1& O.C. (Max.) I I I I I I I I I I I ELEVATION �>G 4'-5' 3'-1 1/2' eELEVATION A5.1 tt I I ' I NOTE: X-BRACING IS IN, 14 Ga. FLAT STRAFING SECURED AT EACH INTERSECTING STUD. I NOTE: CONTRACTOR SHALL VERIFY ALL ROUGH OPENINGS WITH WINDOW/DOOR MANUFACTURER I I a5.1 ELEVATION 4'-44 o 2x(o PT TOP PLATE N 0 d) Lu u� 0 N BOX BEAM (3) 6', 12 Ga. HUGQ210-3-SDs In I OPEN Ilk eELEVATION Ab.l �>v _01 ?'-d' `r 0 �t II II I I r I M II II I i ELEVATION �45.1 2'x2'xl/4' STEEL TUBE VERTICAL REINFORCING �I I II � I I � I II ;I i _ _ I A5.1 ELEVATION le 23'-0' 2'-4' 6'-0' 6'-0' 6'-0' 0 I PARAPET FRAMING: 2'x2'xl/4' STEEL TUBE 6' 18 Ga. METAL STUDS * 16' O.C. (Max.) VERTICAL REINFORCING X-BRACING, SEE NOTE I II I II I li I I I I I II II I II I I I I ,45.1 ELEVATION 5'-11' 2x(o PT TOP PLATE _ (L 0 I �I I I 2 x2'xl/4' STEEL TUBE I VERTICAL REINFORCI�* II II I I 11 II I n I I I I 11 I I II II II II ull I I I ( I I i N ELEVATION I1' -1 1/2' 7../ o't 7/1C CI A r= 9 LE z 0 V) w a 0 0 z O 11 0 > Ld � 3 w a o im 10 I<o_ W P @ �o �o o ® BiI @ o o � IMI® ps0 @9 Z r c LEI y Q G C U O O " y V) a ca 0 Z Z O 0 > a C O m 1n n .o o moo J E z < 0¢ . w a o ( W �Y z z C m w E E Lu O � nU, 1� V CIL LL X-BRACING, SEE NOTE t NORTH m s ° ELEVATION THIS IS "PLAN" NORTH ,p_ FOR ACTUAL BUILDING 0 ° ` /� ORIENTATION REFER TO °° 0�/9SITE PLAN (BY OTHERS) m N NOTE: CONTRACTOR SHALL VERIFY ALL CONDITIONS IN FIELD. _ * *� * _ SHEET N0. 01 96 FRAMIN& ELEVATIONS �°°° ° �' SCALE: I/4" = I'-O" 7m ■J�Nlldl 1lgUUI LA&W� mldfIVNNIwml mffi �YI�1_�i11 LtdlLll� **� � � 47=— sommoo r. MEMO% n li 3 I II I u m Zi_) EXISTING ROOF -TOP EQUIPMENT TO REMAIN NEW SE - M SLING l 1 BU I L_Z7 I N6 SECTION �-o 5GALE: 1/4" = 1'-0" BU I L E� I N& SECTION 6.0 5GALE: 1/4" = I'—O" BU I L_r� I N& SECTION 6.I 50ALE: 1/4" = P-O" I o � Z O V) af M VA O !l w LLJ Z o Y w Ld > O 0 a a U l< aI o W o Joe �® 0 a - _a �9 Z u a _ � Ly Q ma c cvi v v Ludo o�Y G - 0 m m d 7 0 0 U 4; c a ; z moo X O d o W v a A w}w a rno LLI Z az= Z_ _ 4 � _C b0 N q W C i<a E L II GRADE)- 11 'S�°°OF°°^ NORTH t s `�_woo �V / 5 cikl/s, % FOR ACTUAL4 BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) r m N a,V .n * n 8 �o * SHEET NO. � cI 6 00'1�96 0' � ° ° °°°Oo ��A e° �� Wlot W 't,?kD r m ALUMINUM CAP FLASHING PVC ROOF MEMBRANE o (OVERLAP PLYWOOD CAP) U) m � 3/4' GDX PLYWOOD 2x6 PT NAILER POLYSTYRENE CORNICE Uj a 6' 18 Ga. 'Super C' 0 m METAL FRAMING 3/4' CDX PLYWOOD o CONTINUOUS ALUMINUM SHEATHING Z 21'-0' AFF. GAP FLASHING M TOP OF PARAPET SEALANT E BACKER ROD 1 3/4' 5' 2' o > STONE VENEER w J w a_ SEE ELEVATIONS a � _ fn 0 � U L�j r POLYSTYRENE - _ P IN o CORNICE, SEE DETAIL A/A7 0 OODOO G O RN I C E 1�) E TA I L -7.0 SCALE: 1 1/2" = 1'-0" Q � TOP OF PARAPET* C F T � W � I I F In I �I — II i I I I I I I I I I I IY-1 1/2' AFF. 13'-1 1/2' A.F.F. TOP OF BEAM --------------------------------------- e•------------- --- TOP OF BEAM ----------------------------- -- --- C 4 �� . m cn o Q a�u p o Q E SD Y�Q o I a; m o o c a 3 WOOD TRUSSES - MATCH EXISTING a WOOD TRUSSES - MATCH EXISTING Z o ` STONE VENEER .� SEE FRAMING PLAN FOR DETAIL SEE FRAMING PLAN FOR DETAIL g� — — D � o ON 3/4' GDX — O Q ° = o PLYWOOD SHEATHING CONTINUOUS ON METAL STUDS ALUMINUM CAP FLASHING co Z ¢ W mWm U 2x8 PT WOOD I Q o u _ NAILER jam/ W a Q Al 0 )l LAY -IN CEILING GRID z (915 REBAR, i i v oE N ' . VERTICAL REINFORCING 4'-0' O.G. MAXIMUMok u II W U Cl - I I LL II II J Q N H i11 — II II � U I I H Q 4'x 5/8' 'V STUCCO BAND (P II it d II, I i.. II II a LUn II N II O F� II I I I II SEE FINISH PLAN FOR II - i li 0'-0' ASSUMED INTERIOR WALL, BASE �, FINISH FLOOR lu AND FLOOR FINISHES iu Qi is ` GRADE z I 0> u I I II � V O / II ------ N---I---- r EXISTING 4' CONCRETE LU FLOOR SLAB TO REMAIN --- ----- e ...11'. ell. 0'-0' ASSUMED 0'-0' ASSUMED 4•aca e� aa. a.. — FINISHED FLOOR FINISHED FLOOR -a O V (EXISTING) (EXISTING) — m �l m MALL SECTION t NORTH m c VS f4�THIS IS "PLAN" NORTHOL FOR ACTUAL BUILD ORIENTATION REF RINTO lr 0 SITE PLAN (BY OTHERS) :�i N rNALL SECTION 2 N�ALL SECTION = SHEET N0, O 0 7496 z 1— Ln �.O SGA�LE: 3/4" = I'-O" 7.0 50ALE: 5/4" = P-O" ° A1.0 m cSJ ° ` wRV� 0 } m 18'-0' AFF. _ V TOP OF PARAPET w z a m L z � eu I Q 12'-4' +/- AFF. BEARING VARIES 9 d� iA N 0'-0' ASSUMED FINISHED FLOOR (EXISTING) zu .Q 0 • 2x6 PT TOP PLATE (TYPICAL) z ue U e co e; 5/8, STUCCO FINISH ON 3/4' CDX PLYWOOD SHEATHING DRILL 4 EPDXY EXISTING BOLTS INTO EQUIPMENT EXISTING TIE BEA TO REMAIN EXISTING TRUSSES TO REMAIN LAY -IN CEILING EXISTING 4' CON FLOOR SLAB TO EXISTING STEMWALL AND FOOTER TO REMAIN HALL SECTION A<7.1 50ALE: 5/4" = I'-O" d'-5 1 /d' EXISTING SLAB 4 FOUNDATION TO REMAIN K-2-,� NALL SECTION 7.1 50ALE: 5/4" = I'-O" 21'-O' A.F.F. TOP OF PARAPET 13'-1' +/- AFF. BEARING VARIES 0'-0' ASSUMED FINISHED FLOOR (EXISTING) 18'-0' AFF. TOP OF PARAPET BEARING VARIES V 0'-0' ASSUMED FINISHED FLOOR (EXISTING) 1'-6' 2x6 PT TOP PLATE (TYPICAL) ALUMINUM EYEBROW SEE DETAIL, SHEET A-? LAY -IN CEILING GRID ALUMINUM 4 CANVAS AWNING STEEL LINTEL SEE FRAMING PLAN STOREFRONT GLASS MATCH EXISTING EXISTING STEMWALL AND FOOTER TO REMAIN ra--N\ NALL SECTION �.l 5GALE: 5/4" = I'-O" r4-%� HALL SEGTION �.I 5GALE: 5/4" = 1'-0" IS'-0' A.F.F. TOP OF PARAPET +/- A.F.F. BEARING VARIES 12'-4' AFF. TOP OF EYEBROW 9'-11' AFF. TOP OF AWNING 0'-0' ASSUMED FINISHED FLOOR (EXISTING) '►ee1�eeeeieneor,� 00 p e O 00 u496 .o o. A000ll z O V) Ir w Q 0 O z � Q o w w > � J 30 Q Q W n U [' S d ®® W �o IN IN X 9 a �0 u z T C C ju Q d U go m 0 m D o 7 0 0 o u� m •- c a ; z T i� z m C O C o m C U o c'o — o ) VT 4/Q mU O O J Zw < 0 Q °' Z.m W m W -� a rna =_o � z ;zcoo z U m _ CA d. C *�aIIE 1 RIENTATION ,I �-u Lu T p V IndLU O m 1-3 OL V IL-6 t m s NORTH IS IS "PLAN" NORTH R ACTUAL BUILDING REFER TO 0 m N TH FO 0 SIT PLAN (BY OTHERS, SHEET NO.'qV O r ,41.1 mLn 03 Q Design No. U419 WOOD'TRUSSES, GYPSUM WALLBOARD } m 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 ruin 25 MSG corrosion -protected steel, min width to accommodate stud size, with min i in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. lA. Floor and Ceiling Runners* — Not shown - In lieu of Item 1 — For use with Item 2Ar 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 — UltraSTEEL@, 1B. Floor and Ceiling Runners — (Not 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 — UltraSTEELO, 2. Steel Studs — Channel shaped, fabricated from mein 25 MSG corrosion -protected steel, min width as indicated under Item 5, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. 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 from min. 0,0155 in. (0,0149 in,, min bare metal thickness) galvanized steel, spaced a max of 24 im 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(r0, 2B. Steel Studs — (As an alternate to Item 2, For use with Item 513) Channel shaped, fabricated from min 20 MSc- (0,0327 in, thick) corrosion -protected or gale steel, 3-1/2 in. min width, min 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 518 to 3/4 in, less than assembly height. 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.)- (Nat Shown) - 4 ft wide, 7/16 in. thick Oriented strand board (OSB) or 1-5/32 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 dam. of 0.292 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 nam thickness as indicated under- Item 5. See: Batts and Blankets (BKNV or 02J2) Categories for narnes 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 B2I2) 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, Z hr, 3 hr and 4 hr ratings are as follows: Wallboard Protection on Each Side of Wall Min Min Stud Stud Depth, Depth, Rating Item 2 Item 2A 1 3-1/2 3-5/6 1 2-112 ' .3-5/6 1 i-5/8 3-5/8 --------..._.._._..................._.._.............._.........,................._.. 2 1-5/8 i ..._................................... 2-112 2 1-5/6 2-112 .......... ...................._._.....__..... 2 3-1/2 3-5/8 3 1-5/8 :; 2-1/2 3 1-5/8 :; 2-1/2 3 1-5/8 2-1/2 4 4 1-5/8 2-1/2 j 4 2-1/2 z 1/2 No. of IMin Layers Thkns of & Thkns Insulation of Panel (Item 4) 1 layer, 5/8 in, thick f Optional 1 layer, 112 in. thick € 1-1/2 in. 1 layer, 3j4 in. thick ... ........................... I .......... .......... ..... :........................... Optional _........................... . _. 2 layers, 112 in. thick Optional Z layers, 518 in, thick ..... ................... ........................ ..............<........................................... Optional I............ 1 layer, 3/4 in. thick is 3 in. 3 layers, 112 in, thick Optional 2 layers, 3I4 in. thick Optional 3 layers, 518 in. thick Optional 4 layers, 5/8 in. thick i! Optional 4 layers, 112 in. thick Optional Z 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, VrRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in, thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-XS, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTP.ACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP S{2, IPC-AR or WRC; 5/6 in, thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX„ SHX, WRX, WRC or, 3/4 in. thick Types IP-X3 or ULTRAsCODE 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 panels (1J2 in. or 5/3 in, thick) shall be attached to furring channels as described in Item b. One layer of gypsum board panels (112 in, or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6, 5A, Gypsum Board* — (As an alternate to Item 5) — 5/6 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-Gj SHE{, USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (As an alternate to Item 5 when used as the base layer on one or both sides of vaall, 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 screws spaced 8 in, OC at perimeter and 12 in. OC in the field. RAY -BAR ENGINEERING CORP — Type RB-LBG €. Fasteners — (Not shown) — For use with Item 2 - Type S or 5-12 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 hori2ontally, 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 112 and 5/3 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,, 5/8 in, thick panels or 2-1/4 in, long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three -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,/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 2-5J6 in. long for 5/8 in. thick panels, spaced 12 in, OC. Screws offset min 6 in, from layer below, Four -layer systems: First layer- 1 in, long for 1/Z in,, 5/0 in, thick panels, spaced 24 in, OC. Second layer- 1-5/6 in, long for 1/2 in,, 5/6 in. thick panels, spaced 24 in. OC. Third layer- Z-1/4 in, long for 112 in. thick panels or 2-5/8 in, long for 5/6 in. thick panels, spaced 24 in, OC. Fourth layer- 2-5/8 in. long for 1J2 in. thick panels or � in. long for 5/8 in. thick panels, spaced 12 in, OC. Screws offset min 6 in, from layer below. 6A. Fasteners — (Not 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, CC with additional screws 1 ire, and 2-1/2 in. from edges ofthe board when panels are horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field Yvhen panels are applied vertically. Two layer systems applied vertically: First layer- 1 in. long for 112 and 5/8 in, thick panels a:r 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,, 5/8 in. thick panels or 2-1/4 in, long for 3/4 in, thick panels, spaced 16 in. OC with screws offset 6 in. from first layer, Trio layer systems applied horizontally: First layer- 1 in. long for 1/2 and S/8 in, thick panels or 1-1/4 in. long far 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 ofthe 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 112 in., 5J8 in, thick panels, spaced 24 in. OC, Third layer- 2-1/4 in, long for 1/2 in., 518 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 additional 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- 1-5/0 in. long for 112 in., 5/8 in. thick panels, spaced 24 in. OC, Third layer- Z-1J4 in. long for 1/Z in. thick panels or 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 5/8 in, thick panels, spaced 12 in. OC. Screws offset ruin 6 in. from layer below, For all layers, an additional screw shall be. placed 1-1/4 in. from each edge ofthe board. 7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in, OC. Flange portion attached to each intersecting stud with 1/2 in, long Type S-12 steel screws. Notfor use with Item 5A. 7A, Steel Framing Members (Nat Shown)" — (Optional on one or bath 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 MSG gale steel, 2-3/8 in. wide by 719 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. S x 1-1/2 in, minimum self -drilling, S-12 steel screw through the center grommet, RSIC-V clips secured to studs with No. 6 x 9/16 in. minimum self -drilling, !3-12 steel screw through the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Types RSIC-1, RSIC-V. 78, Steel Framing Members (Optional, Not Shown)" — As an alternate to Item 7, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Forme-d of No. 25 MSG galy steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of sum board attached to furring channels as described in Item S. Y gypsum 9 Not for use with Item 5A. b. Steel Framing Members* — used to attach furring channels (Item 713a) to one side of studs (Item 2) only, Clips spaced 46 in, OC., and secured to studs with two No. 8 x 2-1/2 in, coarse drywall screws, one through the hole at each and 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, Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge, 9. siding, Brick or Stucco — (Optional, not sha:wn) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studswith corrugated metal wall ties attached to each stud %Kith 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 58) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a may 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 the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C`, Lead batten strips required behind vertical joints of lead backed gypsurn wallboard (Item 5B:) and optional at remaining stud locations. Required behind vertical joints. 12, Lead Discs or Tabs — (Not Shown, 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 0.125 in, thick lead discs cornpression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.1.25 in. thick lead tabs placed on gypsum boards (Item SB) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9°I meeting the Federal specification QQ-L-201f, Grade "C". *Bearing the UL Classification Mark Base l,rr type I1- u€� ;<s< 3;I1k,caardt�:id at rrr(�trrial to wood r<, t€�. 2" O.r,'. lwih 11 4" Type W or S drywall ter:€ vs 24" Face layer /s" t~y _' X '.` y su m. wallboard C r gyps.Irri verve-er ba e applied at right.a:ngles to: trusses meith Vfa Typt= W or S dry"vz ll sr:raves 12" ,c. at joints and r€ te; rrrrei ate: trusses and 1 r. Type G dr�vwall s revvs 12" ca. o..I''laced 2" bark on either .side ofend Joints. L. mats off 24" frorn bane layer Points- Wood trill. Ses s,r.,A..p.p ning t' �, wood stru-ctUral panels ai.pplied at eight angles to trusses with 8d nai-Is. Appropriate roof covering., r.1:,prr: x. Ceilirr IvNe101'":it: 5 PSI` Fire Test FM FC 1 72; 2-:25-72": ITS, -et- EXISTING WOOD TRJSSES TO REMAIN FIB GAULK JOINTS WITH 3M CIF 25 W5+ OR APPROVED EQUAL- 1-HOUR ASSEMBLY GA FILE *RC2602 (2) LAYERS OF 5/8' GYPSUM BOARD. EXTEND 12' MIN. PAST WALLS. 1-HOUR WALL ASSEMBLY UL fU419 5/8' GYPSUM 51). ON EACH SIDE OF 3-1/2' 20 Gel. METAL STUDS 1(0O.G. FIRE CAULK JOINTS WITH 3M CP 25 W5+ OR APPROVED EQUAL EXIST. CONCRETE SLAB TO REMAIN NALL SECTION 1.2 50ALE: 5/4" = 1'-0" 4 � GG SS LADL7)ER -1.2 SCALE: 5/4" = 1'-0" S'X6'x3/16" STEEL ANGLE 1/2" RAMSET 1DYNA50LT J OR EQUAL - (2) PER BRACE j rr j e DETAIL. SCALE: I' = I'-0' `\ �V0000"o" �aooO�/ �/00 eony S k % oU �o 00 4496 oe 00000 90000 w a 0 �J V m S c NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING 0 ORIENTATION REFER TO SITE PLAN (BY OTHERS) m N . 7NO�2 O m N r m REFLECTED CEILING PLAN NOTES I I 24' X 24' X 5/8' FINE FISSURED, SQUARE LAY -IN . COLOR' ADOBE, AR"ISTRONG h128AD, PRELUDE 15/I6' EXPOSED TEE GRID 878TEM AS MANUFACTURED BY AF"TRONG, COLOR: ADOBE 1Z 24' X 24' X 5/8' FINE FISSURED, SQUARE LAY -IN. COLOR' WHITE, ARMSTRONG M128AD, 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 PITT85UR3H PAINT COLORt KIMONO 0341-5 PRIOR TO INSTALLATION O 24' X 48' X 1/2' VINYL GYPSUM, CLASS A FIRE RESISTANT. COLOR WHITE, ARMSTRONG %10 PRELUDE 151V EXPOSED TEE GRID SYSTEM AS MANUFACTURED BY ARMSTRONG, COLOR WHITE 2.1 DARKO CELING DECOR - PROVIDED BY OWNER /IDQ AND INSTALLED BY GENERAL CONTRACTOR (SEE DETAILS 5, b,1, 8 4 9/F5 FOR MOUNTING) 22 GYPSUM BOARD CEILMG ON 1/8' HAT CHANNELS e VOL. 4 3 5/8' CARRY CHANNELS s 4'-O' O.C. PERPENDICULAR TO ROOF STRUCTURE. SEE FINISH SCHEDULE (FINISH M4) FOR PANT COLOR O(NOT USED THIS REMODEL) WALL SCONCE, SEE ELECT ® EXTERIOR METAL CANOPY, SEE WALL SECTIONS O5 EXTERIOR FABRIC AWNNG, SEE WALL SECTIONS O(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 O SPE EXISTAKERSS WITHDCEILING SPEAKERS SYSTEM TO REMAIN. REPLACE EXTERIOR SPEAKERS, CONNECT TO EXISTING SOUND SYSTEM. 10 EXISTING SECURITY CAMERA FIN15H YV 5' WALL TRIM ANGLE 5ECURE TO ALUM TRIM A.G.T. TYPE I 0 o 4" ALUM TRIM, 5EE KEYNOTE 1.2 FOR 5PEC M.8 A.G.T. TYPE 2 PT. TILE, 505PENVON 5Y5TEM PRIOR TO IN5TALLATION M-5 DARKO GEILIN& DECOR PIECE 5U5PEN510N 5Y5TEM (2) 2XIO HEADER OVER W.I.F. OPENING YV BLOCKING A5 REO'D. IX4 CEDAR, PAINT TO MATCH ADJACENT WALL /-Ih-'-&" AFF M-JHEADER HEIGHT IX5 CEDAR, PAINT TO MATCH ADJACENT WALL IX4 CEDAR, PAINT TO MATCH ADJACENT 51LICONE 51LICONE CAULK MEMBRANE ROOF 5UPPLIED BY MFR. FASTEN TRIM 5TRIP TO WALL, 5EE MFR. DEATIL5. FREEZER z 0 V) rr w Q 0 0 z I N W J Q 0 Ell r2--,�50FFlT/CElLlN& TRANSITION DETAIL- r COOLER I7ET . � 8.0 50ALE: 1 1/2" = 1'-0" 8 O SCALE: 5/4" = 1'-0" r. r. ra•,wt ,i,:. w:�•t'�S. t"'"1� � .�. ,:.%, +,,•._\ .:1 .:�•.. s: �., r••Y�1!•• 4•.i �•.• !••'':•�•. '•• �• ,::•••Y: •,✓• • •'j .ice •'V •''S\M" • •• �t t'• 'q •i �•• ,_••,•. .�•. ti.Ya:•�.r to •a•�:w :.�.:• ••r•t .! • •\„ ,w�••t.:'=. .,.t =. � •'a'• •• \ •/ , „•, .:•at ••. ••, •, / •tom ,• "", • : , '• •iM. y,. • 4':' w. • J .1 iw t'a =••1. 1•✓a•. ,+ • `�Y,•r•.a i•� ••� �, i• ,•J}' : y •• 'I Y• ' •.ti : ; ✓ ..i ;• • •.�' .El yam •: , - ". :,: �: , ' Ae,..1�M r • : •. _ _ _I_ _ I _ T — — — — — — — — — — — — 4. ?. '.� ti w., .R ., f ,1. art• �:'::•.� ,;t .,A•••• O►-If/ �' a' I I ( I r•': ":. � � l � • :...+,.: L, ;' . oE. T.l��°�'•: ; •: • J • f:' '•,. • ; I I I I I I I�- 9'-8' II 0 I a -- I I I •: EXISTIN,..'`.•,.r :, ''h•:w,•. " 10I --rI --�l -0 l -01 15 CEI NG TO REMAIN ✓0"__ __ ___— 8'-4 1/2'p 2 -•t1 -- ,;.\:.: a.;,:• I I I I 1.1 I+v-8'I I I ' I I I I I ', ;....✓• - I - - m- I I T t®---- -- -T--------------I----- -- I T 12.1 I I I I I IOI I O III 1 0 1 o I 1 01 -----� ----� ----- 1 - I -------•�-1 I I I r---�- T -r IN - i 0 I — _ - --I- F_ O I I I la I �' --- J- --- L I I I -1-- ------ T L--4- L --r- -----i----- 15-•--i-----i-- i -- --� -iaa I --I O I-- I- I I o I I-----1 ---- I OO- 1-----I - I ---� I I I I I I I---i- I I _11 -1-- 1 --1 - I-- �I� - I- 1-- I -• I I I I I I AREA AT COOLER ----------�--+ I � l-----�----1-----a----- - -- I I I 1.1 I I r O I I II I O I I I I I I I I I I I I I I I I I I _fi- I I I ExiBTING rt I 10 I I 19 G l 0 1 I l 0 10EIL I I I TO REMAIN 1 I- I- -L- I-- I --I - I-- I -� 1 -- I -• + EXLi I I I I I I I I-----t------r-----�-----i------t� TOIMA�'°�oD r-- ----- I I I I I I S$ 1 I ® O 1 I I I I I I '1 L__L J®�I u EXISTING9'4' 0 8I1 0 E1� TO I I I I 0� r---f-- - - - - - - - /A00, - r EXISTING 14001D I I I I 1 I TO REMAIN I I I 1__ I— SEE DETAIL /\ i\ l 0 I I 1 I I I I ® I I I I o 00 0 SEE DETAIL 3/A8_0 05-6N, REFLECTED CEILING PLAN ' F 50ALE: 1/4" = P—O" 0 0 w > W = d O � V • -1 L m m m � s NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) m N SHEET NO. �.� o N min 0 0 D DECOR FINISH SCHEDULE (OR I LL CHILL) FLOOR $ BASE WALL (CERAMIC TILE) WALL 4 M150. WALL $ M150. WALL 4 M15G. FIN15H NOTE5 F.I FLOOR COLOR:TABU SIMBEL OLYMPIA &IROUT:'TEONO LATICRETESERIES" - 12"X12" SPEGTRALOGK, COLOR: #45 RAVEN KALL W.I GOLR TILE: BEI6ELYMPI6ROUT: LATIGICRON FORMATO"- RETE #85 ALALMOND 12"X 24" M•I INTS" COLOR: HEAVY CREAM #�314A2 66 SHELL FINISH. M.13 LAMINATE: (COUNTERWIL50NART ER FRONT NEBULA #4623-60 �2 E'SHEETI A'f.I SUSPENDED CEILING. SEE 1) AND SPERA G & TO ONSBE READ IN CONJUNCTION WITH THE SPECIFICATION MANUAL AND MECHANICAL d ELECTRICAL DRAWIN&5 2) FLOOR dIELD RIFICATION 15 WALL TILES, VINYL WOOD IRED FLORIN& AND QUANTITIES PAIN (DO NOT SCALE MATERIALS IRRAy01� ERIN6 AND INSTALLING. THIS INCLUDES 3) UPON AWARD OF CONTRACT CONTRACTOR TO ORDER 3 CONFIRM DELIVERY DATE OF ORDER. 4) ALL MATERIALS TO 100 ARGH/GON15T� EPT. OR REVIMN OF COLOR AND QUALITY PRIOR TO ORDERING MATERIAL TO BE AS SPECIFIED OR APPROVED ALTERNATES. ANY PROPOSED ALTERNATES TO BE SUBMITTED 5) ALL MATERIALS L15TED TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED. 6) ENSURE FLOOR 15 PROPERLY PREPARED FOR INSTALLATION OF SPECIFIED FLOOR FINISH. "1) ALL MATERIALS FOR INSTALLATION AND FINISHING AS PER MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS AND SPECIFICATIONS FOR THE APPLICATION AND INTENDED USAGE. 8) ALL FLOORING MATERIAL TO HAVE MANUFACTURERS RECOMMENDED FINISH APPLIED AFTER INSTALLATION AND PROPER CARE AND MAINTENANCE INSTRUCTIONS TO BE ISSUED TO THE CLIENT. F2 BASIQUACS TILE:#505 PLAZA GRAY W/ MATTGHIN656" 6" COVE BASE GROUT: ATIGRETE W/ SPEGTRALOGK, COLOR: #45 RAVEN W'2 COLOR TERRAYMPIA TILE - - GROUT: LATIGRETEN #50 SAND BEIGE 12" BASE: GUT TILE INTO 4" HIGH X 12" WIDE, INSTALL GUT SIDES DOWN. M2 COLOR: SPICED VINEGAR-#514-4, E66 SHELL FINISH. M.14 LAMINATE: WILSONART #4ig6-60 BURNISHED CHESTNUT M25 THIS FIN15H 15 NOT PART OF THIS PROTOTYPE M.3 COLOR ASAND'FP0551 #514-5,PAINTS" EGG SHELL FINISH M 15 BLACK BASE ® FRONT COUNTER M.2 THIS FINISH IS NOT PART OF THIS PROTOTYPE F.3 NOT USED THIS PLAN WALL TILE ACCENT: OLYMPIA CO TILE BU SI O SERIES" - 12"xl2" W3 OUT TO 4"xl2" LINER TILE. COLOR: ABU SIMBEL -GROUT: LATICRETE #85 ALMOND M.4 THIS FINISH IS NOT PART OF THIS PROTOTYPE N" STANDARD D A/ AIL TOILET PARTITIONS: " PARTITION, M.I6 BRACED TOILET PARTITION, POWDER COATED W/ HADRIAN COLOR: #bl2 PEBBLE BEACH. M2"I P.O.S. POSTER FRAMES AND SI6NAGE, ADO VENDOR SUPPLIED, INSTALLED BY CONTRACTOR. " " �� FLOOR TILE BASE: OLYMPIA TILE - TEGNO SERIES - 12 xl2 F 3.1 GUT TO 4"x12" LINER TILE. COLOR: ABU 51MBEL - GROUT: LATICRETE W/ SPECTRALOGK, COLOR: #45 RAVEN FLOOR P PROFILETO AALL 5 STEEL RAN51TIO R VDE:SCHLUTER U q WITFIX' WALL TILE: OLYMPIA TILE - CROSSVILLE "GROSS -COLORS" 12"A2" W 4 GROUT: COLOR: LATIGRETE #85 I&E (iNPOL15HED) M.r.�• DARKO CEILING DECOR PIECE 2"x2"x4'-O"H, STAINLESS STEEL CORNER GUARD M•1J BY &ENERAL CONTRACTOR. WALL TILE: VILLEROY 3 BOGH, ELECTRA SERIES, 12"XI2" W5 POLISHED #2136-84gP. COLOR: BLUE - &ROUT. LATICRETE #Sq SMOKE GREY MINNESOTA TILE: EIM DROBNICK W-8q8-Igiq (OFFICE) 612-32'1-5M (CELL) M.6 WALL PAINT: PRIME FINISH ONLY M.18 WALL TRIM (MTL. EDGE TRIM AT CERAMIC, TILE): "SCHLUTER" RONDEG-AG6, SAW POLISHED CHROME ANODIZED ALUMINUM #RO-80-AG6. PROVIDE (E/RO) OUT51PE CORNER. MATCHING CORNERS. ALTERNATE: SCHLUTER "DILEX" PVC COVE SHAPED PROFILE #HKW U q HB WITH MATCHING GORNER5. q) CONTRACTOR TO PHYSICALLY RECHECK ALL MEA5UREMENT5 PROVIDED IN THE DRAWIN65. 10) ALL FLOOR FINISHES TO BE INSTALLED AFTER PARTITIONS HAVE BEEN CONSTRUCTED. 11) FLOOR FINISH TO EXTEND COMPLETELY UNDER MILLWRK EXCEPT IN GASES WHERE MILLWORK 15 BUILT DOWN TO FINISHED 12) WHEFLOOR. CHANGE N FENSURE LOOR FOF IN 5H OCCURS AT D OR FIN15H 15 TTO OORWAY, THE 15 TO BE CENTERED UNDER THE DOOR IN THE OL05ED POSITION, UNLE55 OTHERWISE INDICATED. 15) ALL FLOOR FINISHES TO BE PROTECTED FROM DAMAGE BY TRADES AFTER INSTALLATION. ANY DAMAGE TO BE REPAIRED AT NO G05T TO THE OWNER. 14) INSTALLAALL TION AOF FLOORING MATERIAMES AND BASE MUST LS. TTHOE PPROTECTTECTED IION MATH TE IIAALS AND METHOD OFIATE MATERIAL TO AADHESION VOID MSHOU DAGE U NOT DAMAGE THE FIN15H WHEN REMOVED. DAMAGE DONE TO COMPLETED WRK TO BE REPAIRED AT NO C05T TO THE OWNER. WALL TILE: OLYMPIA TILE - "NATURAL STONES" W 6 TO BE SEALED W/MF&. REGOMMENDEDI SEALING MATERIAL X 8" "STONE COLOR ENHANCER" BY STONE CARE INTERNATIONAL INC. &ROUT: LATICRETE #45 RAVEN M.'I THIS FINISH IS NOT PART OF THIS PROTOTYPE WALL TRIM: 2" (FACE) X 5" (RETURN) STAINLESS STEEL TRIM, M.Iq 18 6HESI E, MSIEALR D6ES (NO EXP05ED ASTENEALL JOINTS, INSTALL A/ ILICONE RS) F.4Vott010061 „ " _ " -1 FLOOR TILE: OLYMPIA TILE - TEGNO SERIES 12 X12 COLOR: MAPEI - &ROUT: LATICRETE W/ SPEGTRALOGK, COLOR: #3q IVORY ® GEILIN6 TILE/&RID PAINT: " PITTSBURGH PAINTS" M.$ COLOR: KIMONO #541-5 (PRIOR TO INSTALL OF GEILIN6) COMMUNITY BOARD: ADO VENDOR SUPPLIED, CONTRACTOR t23 INSTALLED yyj INTERIOR / EXTERIOR AWNING: WEBLON COAST LINE PLUS 126 (A TRUPCANOPY C.O. - : 1- 50. ALUMINUM COLOR: DEEP RED ANODIZED CANOPY FRAME: I 5Q. ALUMINUM TUBE, CLEAR ANODIZED SATIN FINISH. WELD ALL JOINTS 3 &RIND SMOOTH. M,q FRP: MARLITE "FIBER6LASS REINFORCED POLYESTER PANEL" COLOR: P-116 ALMOND. M21 HERITAGE PHOTOS: AVG VENDOR, SUPPLIED, CONTRACTOR INSTALLED F5 TRANSITION STRIP (TILE TO WOOD VINYL): "SCHLUTER" RENO-AEU, 5/5" SATIN ANODIZED ALUMINUM #AEU-100. 15) CONTRACTOR TO PREPARE A PACK OF SIGNIFICANT SIZE LEFTOVERS WHICH WILL REMAIN ON SITE FOR FUTURE REPAIRS AND PATGHIN6. (CONFIRM QUANTITY WITH CLIENT; 1096 OVERAGE 15 STANDARD). 16) AXIOM 4" ALUMINUM TRIM HAS A 5 WEEK LEAD TIME FOR DELIVERY. CEILING INSTALLER TO ORDER FROMPLTY. NO SUBSTITUTIONS ALLOWED. li) 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) W8 WALL TILE: OLYMPIA TILE - 'MOLISE"- 12" X 12" COLOR: BONE #MLBON - &ROUT: LATICRETE #85 ALMOND ® MILLWORK: Ix PREMIUM GRADE MAPLE, NATURAL FINISH W/ M.10 CLEAR LACQUER TOP FINISH. *OPTIONAL* 22 *G.G. TO PROVIDE d INSTALL AT FRANCHISEE'S OPTION ONLY* MIGROSHADE BLINDS: "MEGHOSHADE SYSTEMS, INC. CEILING MOUNTED, 5NAP-ON FASCIA, ANODIZED CASSETTE, SUN CONTROL FABRIC, 1500 SERIES, DENSE BA5KETWEAVE; COLOR: #1502 BEIGE, V-O" A.F.F. MIN. W.9 ® WALL TILE: OLYMPIA TILE - *MOLISE"- 12" X 12" COLOR: BIE&E #MLB&E - GROUT: LATICRETE #85 ALMOND M.II MILLWRM K - MAPLE GOUNTERFRONT PANELS: 5/4" PLYWOOD LAMINATE AND EDGE BAND WITH WILSONART LAMINATE #10'754-60 LIMBER MAPLE 2g IS GAUGE STAINLESS STEEL WALL PANELS. INSTALL W/ SILICONE ADHESIVE. SEAL ED6E5. SOLID SURFACE: "STARON" #QB244 M.12 COLOR: QUARRY BLUFF (MATTE FINISH) BULKHEAD FINISH PLAN 50ALE: 1/4" = 1'-0" z 0 L w 0 Ai bi Z o uj Y 0 O Of m a �l P @ o ® @ o @° a 0 a ° a s m T C Ldc Q C C V a ' 1 , !� � a c pa t • m o 0 \, � � w Z C O ; � T z < om a C 0 7 3 C O y^\ i) O C V/ E O <oa�W c CD ao a o p La Z c c � •; Z c Z O 6 C y •� b0 E m w ��a O �1--1 1V O � V mil— VLL 0 S m s NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) M N SHEET NO. r m 3 g O O 0 0 Q EPOM MEMBRANE ROOFING i.i 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 aystem 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 W-mil installation, 15 years for 50-mil 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 91408, (Tel) WO-426-1626 (fax) 888-141-1160. www.ibroofeom/solutionseibroofcom. Roofing materials to be listed with the trade name of 'ChemGuard' 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: W mils, nominal (Alternate for 50 Mils). 2. Exposed Face Color: Light Gray 22 AUXILIARY MATERIALS A. General: Auxlllary 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 stripe, and other Insulation ahapes 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 jobaite technical support. Contractor will be responsible for jobslte coordination with builder and other trades as well as jobaite 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 1-49. 1. Interlock exterior bottom edge of coping with continuous cleats anchored to substrate at 16-inch (400-mm) centers. 2. Anchor interior leg of coping with screw fasteners and washers at 18-inch (450-mm) centers. C. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert counterflaahing 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 sea lant. D. Roof -Penetration Flashing: Coordinate installation of roof -penetration flashing with installation of roofing and other items penetrating roof. Install flashing as follows: 1. Turn lead flashing down Inside vent piping, being careful not to block vent piping with f lashing. 2. Seal with slastomeric or butyl sealant and clamp flashing to pipet penetrating roof except for lead flashing on vent piping. OO WATER HEATER VENT FLUE (EXISTING) ROOF ACCESS LADDER - SEE DETAIL 2/Al2 3 f— ROOF SLOPE 1/4' PER FOOT GUTTER < DOWNSPOUTS (EXISTING TO REMAIN) OUTSIDE AIR INTAKE (EXISTING) 0 vo BATHROOM 20 0 EXHAUST FAN (EXISTING) HVAC ROOFTOP UNIT w/ CURB (EXISTING) HOOD EXHAUST (EXISTING) O HOOD EXHAUST (EXISTING) O O aBATHROOM EXHAUST FAN (EXISTING) COMPRESSOR w/ CURB (EXISTING) 2 4 5 COLDZONE UNIT Ow/ CURB 2 (EXISTING) aIN 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 f— ROOF SLOPE 1/4' PER FOOT O SLOPE 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) SW-426-1626 (fax) 888-141-1160. www.ibroofcom/solutionseibroofcom Roofing materials to be listed with the trade name of 'ChemGuard' 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 bg 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 O TAPERED INSULATION O EXISTING HVAC EQPT. ! CURBS. SEE MECHANICAL. OEXISTING 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 AWNING DOWN LIGHTING, SEE ELEC DRAWINGS 22'-8' 4 ROOF SLOPE 1/4' PER FOOT EXISTING NEW CONSTRUCTION I CONSTRUCTION MATCH EXISTING. KILN ROOF PLAN ' . 50ALrz: 1/4" = 1'-0" ZP of w 0 O z 0 w 0 O O V 1L m r NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) m N SHEET NO. m HVAC EQUIPMENT 5CHEDULE (EXISTING EQUIPMENT) MARK TRANS MODEL NOM TONS SUPPLY FAN VOLTAGE HTG. INPUT HTG. OUTPUT TOTAL CLG. MIN. AMPS OA CFI NOTES HP ICFM SP AC -I WC090C3 15 1 3000 - 208/230/30 S Kw 30120 81000 bbb 500 2 AC-2 WCOWC3 15 1 3000 - 208/230/30 9 Kw 30120 81000 bbb 500 2 AC-3 WCOWC3 I 15 I I I 3000 - I 208/23W/30 I S Kw i 30120 I 810M bbb 500 4 — . NOTES: I. 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 5CHEIDULE- (EXISTING) PAN 5CHEDULE PAN 5CHEDULE (EXISTING EQUIPMENT) ACCESSORIES GREENHECK TRANE MARK CFI SP RPM HP VOLTAGE p (k MODEL MODEL NOTES 9 NUMBER NUMBER EF-1 1600 IBM 1338 1/2 208 - 10 9 CUBE 140-5-1 5NAEFAN041A 1,2 EF-2 1650 1D00 1411 3/4 208 - 10 e CUBE 140-5-1 BNAEFAN041A 1,2 EF-3 428 .10 1550 1/3 115 - 10 e G 65-0-1 5NAEFAN1I18A I SF-1 2210 315 869 1/2 208 - 10 e RSF 120-5-1 BNASFAN0305 1,3 EF-4 60 .10 - - 115 -10 0 - NOTES: 1. PROVIDE WITH ONE PIECE FULLY WELDED AND INSULATED ROOFCURB 2. PROVIDE WITH HINGED CURB BASE 3.1120 CFM TO EF-i 4 1150 CFM TO EF-2 AIR DEVICE 5CHEDULE (EXISTING EQUIPMENT) F } Q Chi NECK SIZE CFM MNTI PATTEid�l D SQUARE TO TRANS. METAL -AIRS MODEL MNUMBER TRANS MODEL NOTESNOTES Cl z 4 iu a-3 51 w A 2 22x22 500 DUMP 22x22/12 1000-bR-22/22 BNARGRL0025 1 B 4 15x15 500 0 4W 15xl5A2 1000-6-4W BNASDIF0015 I C 3 bxb 15-100 • 4W 6x6/6 1000-1-4W 5NASDIF1035 I D 2 12x12 415 a 4W 12xI2A2 1000-b-4W 5NASDIF0025 1 E 8 12x12 1350 0 4W 12xI2A0 1000-6-4W 5NMDIF0025 I G 4 24x8 1 300 0 1 IW 24xSA2 LD-A-IW-2408 5NASDIF521A 2 H 2 Sx8 I 10OA40 • IW 8x8/6 1000-IR-08/08 5NARGRL0585 I R 6 22x22 IW 22x22A4 1000-6R-22/22 5NAW-WI00215 1 NOTES: 1. TRANSITION PROVIDED 2. FIELD FABRICATED TRANSITION HVAC WE IGH I 4 IDIMEN51ON 5CHEDULE (EXISTING EQUIPMENT) MARK TRANE UNIT MODEL No. TRANE CURB MODEL No. UNIT WEIGHT CURB WEIGHT TOTAL WEIGHT CURB (O.D.) DIMENSION ROOF OPENING DIMENSION AC-1 WCOS0C3 BNACURB2025 198 82 880 80 1/2 x 45 3/8 42 x 52 AC-2 WC0WC3 5NACUW2025 198 82 880 80 1/2 x 45 3/8 42 x 52 AC-3 WCOWC3 BNACURB2025 198 82 880 80 1/2 x 45 3/b 42 x 52 EF-1 5NAEFAN041A 5NACUR5825A 60 20 80 24 1/2 x 24 1/2 18 1/2 x 18 1/2 EF-2 5NAEFAN041A %ACUR3825 52 20 12 24 1/2 x 24 1/2 18 1/2 x 18 1/2 EF-3 5NAEFAN111A BNACUR5814A 14 20 34 15 1/2 x 15 1/2 10 1/2 x 10 1/2 EF-4 - - - - - - - W-1 5NASFAN03M 5NACUF43MA 145 -t— 20 165 32 1/2 x 32 1/2 20 x 20 ROOF ACCESS LADDER �IILI FREEZER \ II rf-- Eel ONE SUPPLY DUCT 4 GRILL REMOVED FROM THIS AREA REMAINING CFM SPLIT BETWEEN TWO REMAINING SUPPLIES f 4'0 H ZEF - 00 C 228 135 (1) EXHAUST GRILL 410 4 DUCT REMOVED EF-4 60 I CE ILING GRID MALIGN e IN CEILING GRIP 6'0 • REMAIN) WATER REECIRC. SYSTEM (EXISTING TO REMAI' I -------------- �j ROOF MOUNTED COMPRESSOR (EXISTING TO REMAIN) MECHANIC SCALE: 1/4" = 1'-0" (NEW) 00 e(NEW) e (NEW) 00 AL PLAN z O U) o- w Q 0 z I \ W z Q o w Y w > O Q Q N w U D d 0 W o _ O �9 a Ell As o 8 Q a LLI V) 0 m a, 0 O U L `j-- I c .n 3T O Z C C ioS. U 5 o (n T � J E O¢rW - W W 0. p Z 'orn O O G Z Q �v m -C WWo *�r¢E O Tr O V +������,:,►���r�e�� NORTH m s °°0 ° � y�ry�®®�/�THIS IS "PLAN" NORTH 't� .. .cc ° °° °`0'V� R ENTATION REFERFOR ACTUAL IN O r 4�,. rj�j ��s° °. ii SRE PLAN (BY OTHERS) m N SHEET NO. 0 1— ° 49 60 z ui I O Q1 p' O m z 0 SYMBOL LEGEND 2. CO FLOOR CLEAN -OUT (EXST.) VT.R. HS HAND SINK (EXST. t NEW) FD FLOOR DRAIN w/ TRAP PRIMER �I FS FLOOR SINK w/ TRAP PRIMER I MS MOP SINK (EXST-) r LW LAVATORY (WALL MOUNT, EXST-) LCH LAVATORY, COUNTERTOP EXISTING 350 GALLON WC WATER CLOSET (EXST.) I 1 SASE TRAP TO REMAIN WCH WATER CLOSET, ADA AA.V. AIR ADMITTANCE VALVE I I EXISTING CONNECTION V.T.R. VENT THROUGH ROOF (EXST.) I TO SITE SANITARY -X- SHUT-OFF VALVE T I I CO TO REMAIN VEN4'° Y.R. V21 I i CO G� JIB I 13' i r V.TR (EXST.) I I \ L 410 ^ I I \�� �� MS 3' /I� i 1-1I i a (EXST.) \ Y.T.R. I VENT \ J1� , CO 310 I 3'# 2'y I Co 410I I 310 Fo I FS V I I 31° CO 14'0 ,!� LW VENT VENT < I 3'4 I 1VENt ' (EXST-) I "II I 2'# WC pi -#-f 210 (EXST-) VENT I FD 2'0S i 2'0 1�z•OT l 4,� 3'p (EXST.) HS I/'1 2'0 LCH �I I I FD 310 1'Z T I VENT NEWINSTALL 4'� (EXST.) WCH 3,# WCH LCH T 3'4 FD NEW INSTALL SANITARY RISER DIAGRAM N.T.S. WR I?>=PI Ar;: FY.rftT IIIATFQ L1FdT;:IP NATER / SCALE: 115" = 1'-0" 6A5 SUPPLY PLAN 4'0 (EXST.) CO EXST. 1350 Ga I. O GREASE TRAP TO REMAIN CO REPLACE EXST. WATER HEATER WITH ON -DEMAND MODEL MS (EXST.) 4'0 dEXST.) (E ST.) FS (EXST.) 3'4 (EXST.) ENLARGED PLAN SCALE: 1/2" = I'—O" 4'0 (EXST.) ref! S I�1) 1I 1 ii1 • 0 CJ Jxx t� -- I L CO 1 4'm (EXST.) ij ii HS FD — (EXST.) 4'ro (EXST.) (EXST-) I�— II L J FS 3'0 (EXST-) FS (EXST.) (EXST.) 112'4 (EXST.) TIE INTO EXISTING SANITARY SYSTEM FD �(EXST.) vr 3'0 (NEW) HS (EXST.) FSLam=�I(EXSTJ A. (EXST.) CO (EXST.) FS (NEW) SANITARY PLAN 50ALE: 115" = 1'-0" 1- Ld Q 0 O z N Q Z Q o `1 W o > 0 d 0 (n O_ 0 2 0 W 0 �@ �o � o a 6 v :2ww ' Q ac II 0 0 i-FI uN r n a u c 0 111. :5 IS m o m•- z 0> T > 7 m 0 `_ CL `om < 0 c 0 - o u, 0 U C z o lw m W o w - Z Z � a qE 1 O J-I--1 VI v m —Il a J S m s NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO ai N SITE PLAN (BY OTHERS) SHEET NO. o� PfLO Ln m dzl 0 PANEL C SERVICE 120/206/30 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 B LOAD t. EG WIRE COND CKT 1 20 1/2' (2)P12 92 ISM PASS THRU MECHANDISER 4C (EXISTING) 300 92 W012 1/2' 20 2 3 20 1/2' (2)P12 92 200 WATER HEATER ICE MACHINE - 15 (EXISTING) 900 92 (1)q2 1/2. 20 4 5 20 1/2' (1)12 92 400 HEATED PUMP - 404 (EXISTING) 900 6 1 20 1/2' (2)012 92 360 CONVIENCE OUTLETS CAKE AREA (EXISTING) 450 012 (2)M2 1/2' 20 8 9 SPARE HOT PLATE - 654 (EXISTING) 1200 92 (2A2 1/2' 20 10 II 20 1/2' (2)92 92 100 TOILET EXHAUST (EXISTING) WAFFLE CONE BAKER 606 12W 92 (2A2 1/2' 20 12 13 20 1/2' (4)M2 91 800 BLAST FREEZER - 1A (EXISTING) BUN TOASTER-552 (EXISTING) SW 92 (2A2 1/2' Y0 14 15 am SWI6 11 we1685 COLDIZ R UNIT 92 (2)92 1/2' 20 IS 19 20 1/2' (2)92 012 b00 OFFICE RECEPTICALS (EXISTING) 1685 20 Y1 20 1/2' (2>'12 92 1020 FRENCH FRYER 45 TOILET EXHAUST (EXISTING) 120 +12 (2A2 1/2' 20 22 13 20 1/2' (2)h2 92 WO FRENCH FRY DUMP - 4AI HAND DRYER (EXISTING) MOO Y4 25 20 1/2' (2)42 92 300 MECHANDISER 5D (EXISTING) MINI TOPPING CAB - 2Di (EX 50 42 9 W012STJ I2 1/2' 20 26 21 20 1/2' (2N2 92 i900 PREP TABLE 5EI HEATED HOLDING UNIT-5C3 (EXST.) 150 92 (2)M 2 1/2' 20 28 29 30 1/2' (2AO 010 2050 2050 BOOSTER OVEN - 5E (EXISTING) (SHUNT BREAKER SPACE) 30 31 CHAIN BROILER - 5D3 1560 92 (2)M 1/1' 20 32 33 30 1/2' (2AO 90 2050 2050 BOOSTER OVEN - 5E (EXISTING) REFRIG FOOD TABLE - 55 I900 90 (2)M0 1/2' 30 34 35 HEATED HOLDING UNIT - 5C5 150 92 (2P12 1/2' 10 36 31 39 20 1/2' (2)92 92 1100 (SHUNT BREAKER SPACE) GRILL PRESS 553 BOOSTER OVEN-5E3 2050 2050 90 (2AO 1/2' 30 38 40 41 20 1/2' (270 92 1100 GRILL PRESS 553 42 NOTES: PHASE A: 12,315 VA (94%) BALANCED 3 PHASE NEC ART 220 115B A L WIRE SIZE SHALL MATCH C8. TRIP SIZE. FEEDER SIZING LOAD (AMPS) PER NE.0 UNLESS NOW 2. CONDUIT SHALL BE EMT UNLESS PHASE B: 140W VA (101%) X LARGEST UNBALANCED PHASE � 101 ID AS FOLLOWS. P•PVC, I•A�1G, R•RIGID 123b A STEE EN"ENT PHASE C: 13,115 VA (99%) + RESERVED FOR FUTURE 0.0 A TOTAL 41,580 VA /360 - 115BA TOTAL BALANCED TOTAL UNBALANCED 3 PHASE 123b A NEC ART 220 FEEDER SIZING LOAD PER PHASE - 13,860 VA Service Window .a a • « 36" Oota ter 3 Duplex Outlets erg°d 4" separation Wireless Base Wired Intercom Timer E ovation 2 1/4 ° AC power OCS Data oaslr; 1.05' A€ duo cables m A(I P R u5rciriteir' X.f cif Menu°a Loop 1. �//4:, Looks f " U" Boxes ;eft from floor 1 4, 4' S €t IcUaccessB to oL€r for Audio cannot s 8re Data or powerX 4' Wireless Brio `' 1 I X 4'` Svc window Junction Below counter conduit. 4 2 X 4'' Wired Intercom 54' S " X 4"1"r mer- I3 2'' X 4" vc window Loop Below counter Locations ;are to Coale in hoi rtt € nly. All internal conduits = 3/4" Floor plea detorTTllrao3 lat.erRI location. f K`i�DRIVE THRU CONDUIT SCHEMATIC im N.s EXTERIOR _ I I I _ INTERIOR METER BY UTILITY O 600A CURRENT TRANSFORMERS 200 AND CABINET BY E.C. CTS 4wW.P. VERIFY AND COORDINATE . SAF' W/UTILITY CO. ISOLATED GROUND BAR W/02 Ifs. t/S 01 PANEL PANEL PANEL T/S 012'A' 'B' 120/208/30 120/208/30 120/208/3# 21/2' COND. 4W 4W 4W (4) +4/0 42 Ckt 41 Ckt 42 Ckt (1) 04 G. 225A/3P 40OA/3P 225A/3P (1) 42 Ifs. MCB MCB MCB LIGHTNING PARALLEL RUMS ARRESTOR OF (4)*350 bxb WIREWAY EACH IN 3' CONDUIT I (4) *4/o TO MTL WATER PIPE I I 61/o GEC (1) 02 G OF FOOTING STEEL I IN EACH OF (2) 2112' COND. (2) 5/8' x 10' CU GROUND RODS s 10' APART ELECTRICAL SERVICE DIAGRAM N.T.5. FROM ORIGINAL BUILDING PLAN PANEL $ SERVICE 120/208/30 FEEDER SEE RISER RATING 400A MCB MIN. BKR. A.I.C. COORDINATE PANY TH POWECKT BKR COND WIRE EG LOAD A LOAD B LOAD C DESCRIPTION DESCRIPTION LOAD LOAD LOAD EG WIRE COND CK 1 90 1/2' 03 90 6624 RTU 3 (EXISTING) RTU 1 (EXISTING) 6624 010 (4)03 1 1/2' 90 2 3 6624 6624 4 5 6624 6624 rc 1 30 3/4' 4r10 90 20M SOFTSERVE - 2C 1 SOFTSERVE - 2C 20M 90 (4)MO 3/4' 30 8 9 20W 20M 10 II 2000 20M 12 13 30 3/4' 4r10 90 2000 SOFTSERVE - 2C SOFTSERVE - 2C 20W 90 (4)10 3/4' 30 14 15 2000 2000 1( n 2000 2000 18 19 20 1/1' 2A2 012 1400 ORANGE JULIUS-2PI TOPPING CABINET - 1D (EXST-) 1200 92 W011 1/2' 20 20 21 20 1/2' 2)92 91 1400 ORANGE JULIUS-2PI FUDGE PU1P-1D2 (EXISTING) 600 92 (2A2 1/2. 20 1 22 23 20 1/2' 2A2 92 100 DRNKHD/CARBINATOR-2R (EXST-) SHAKE MACHINE-2CI 3360 90 (08 1' 35 24 25 20 1/2' 2)M2 92 200 COMUNICATION SYSTEM-3B2 3360 26 21 20 1/2' 2A2 92 00 1100 ARCTIC RUSH-2G 1 3360 2S 29 BLIZZARD MIXER - 2H5 1100 92 (2A2 1/2' 20 30 31 20 1/2' 2)M2 91 1000 WIN FOOD WARMERS-4D2 BLIZZARD MIXER - 2H5 1100 92 (2A2 1/2' 1 20 1 32 33 20 1/2' 2)M2 92 I 1900 bib' PREP STAND-5E1 (EXISTING) SHUNT BREAKER - DD3 - - - 92 W012 1/2' 20 34 35 20 1/2' 2A2 92 100 DRNKHD/CARBINATOR-2R (EXST-) CONVIENCE OUTLETS 1500 92 (2A2 1/2' 20 36 31 20 1/2' 1)92 92 400 TABLE TOP FRIG-Br-3 (EXISTING) RTU 2 (EXISTING) 6624 90 (4)03 1 1/2' 90 38 39 20 1/2' 2A2 92 1000 CONVENCE OUTLETS 6624 40 41 1 20 I/2' 2)h2 92 1 100 1 pBL CONE WAis1 HER-1H1 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. TRIP SIZE. FEEDER SIZING LOAD (AMPS) PER NEL. UNLESS NOTED YCONDUIT PHASE B: 31,232 VA (100.2%) X LARGEST UNBALANCED PHASE % 1.002 . AS FOLL016. P PK I-IIMR RIGIID 31032 A STEEL, EN -ENT PHASE C: 31,132 VA (99955) + 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 ❑ I — -- — — — — — — — I A21,29,31 � I -1 ROOF WALK- IN — CONDENSE \ II \ (1) 04 G. I I II II II 3112'COND. L- — — — — — — (4)SDDKCM =_------_— r (1) S G. THW CU 1B C4k NOTE: EXISTING SECURITY SYSTEM SHALL BE UPDATED. GENERAL CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF Yo;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 Blp FOR UPGRADED EQUIPMENT AND INSTALLATION. CONTRACTOR SHALL COORDINATE WITH OUR AND SUPERVISE INSTALLATION AS PART OF THEIR BASE BID. SF i� �l 11 A40,42 ROOF C14,16 30, CI9 PANELSERVICE 120/208/39 FEEDER SEE RISER TE WITH RATING 225A MCB MIN. BKR. A.I.C. COORDINAPOWER COMPANY CKT BKR COND WIRE EG LOAD A LOAD B LOAD C DESCRIPTION LOAD LOAD B LOADC EG WIRE COND CKT 1 20 1/2' W012 92 1100 REGISTER SYSTEM 9C+IAl+3C1 EYEBROW LIGHTS 810 92 (2)M2 1/2' 20 2 3 20 1/2' (2A2 92 390 LIGHTS- NIGHT LIGHTS EYEBROW LIGHTS 1050 92 (2)h2 1/2' 20 4 5 20 1/2' W012 92 516 LIGHTS- DINING ROOM DRIVE-THRU LIGHTS 110 92 (2)012 1/2' 20 6 1 20 1/2' (2)12 92 125 LIGHTS- DINING ROOM SIGNAGE 1200 91 (2A2 1/2' 10 8 9 10 1/2' (2)012 012 1 521 LIGHTS- OFFICE/RESTROOM PYLON SIGN 1500 90 (2AO 1/2' 30 10 11 20 1/2' W011 92 1210 LIGHTS- KITCHEN PYLON SIGN 1500 90 (2AO 1/2' 30 12 13 20 1/2' (2A2 92 600 MENU BOARD LED DECORATIVE LIGHTS 200 012 (2)92 1/2' 20 14 15 20 I/2' 12012 012 1100 HAND DRYER LED DECORATIVE LIGHTS 200 92 (2A2 1/2' 20 16 I1 10 1/2' (2)012 +12 1000 MONITORS -KITCHEN 9C+9C3 DRIVE THRU MENU BOARD 1600 92 (2A2 1/2' 20 IS I9 10 1/2' W012 92 450 450 EFI (EXISTING) EF 2 (EXISTING) 550 92 l2)92 1/2' 20 20 21 550 22 23 20 1/2' (2)P12 92 1100 HAND DRYER REFRIGERATION UNIT (EXISTING) 1500 92 (2A2 1/2' 20 24 25 20 1/2' W012 150 PASS THRU HEAT LAMPS T I SIGNAGE RECPT ® CEILING 120 92 (2)012 1/2' 20 26 21 20 1/2' (4)P12 92 1350 WALK-IN FREEZER (EXISTING) WALK-IN COOLER (EXISTING) 1000 92 (2)h2 1/2' 20 28 30 29 1350 low 31 1350 SPARE 32 33 35 35 3/4' (2M 0101300 3-DOOR DISPLAY FREEZER (EXST-) DRAIN LINE HEATER (EXISTING) 100 92 (2)92 1/1' 10 34 1300 100 36 31 20 1/2' (2)92 92 1000 DISPLAY FREEZER LIGHTS (EXST.) COFFEE MAKER-20 (EXISTING) Iwo 92 W012 1/1' 10 38 SPARE SF I (EXISTING) 550 012 (2,M2 1/2' 20 0 49 SPARE 550 NOTES: PHASE A: 11,115 VA (94.0%) BALANCED 3 PHASE NEC ART 220 98.1 A L WIRE SIZE SHALL MATCH CE. TRIP SIZE. FEEDER SIZING LOAD (AMPS) PER NEL. UNLESS NOTED 2. CONDUIT SHALL 19E EMT UNLESS NOTED PHASE B: 12,161 VA (104B %) X LARGEST UNBALANCED PHASE % R 1052 AS FOLLOWS. P-PVC, I-IM, R-MID 10383 A STEEL, EN -ENT PHASE C: 12,196 VA (1052%) + RESERVED FOR FUTURE 0.0 A TOTAL 35,538 VA / 360 - 98.1 A TOTAL BALANCED TOTAL UNBALANCED 3 PHASE 10383 A NEC ART 220 FEEDER SIZING LOAD PER PHASE - 11,846.0 VA ELECTRIC LOAD CALCULATION L IGHT5 6 12551- 11658VA x 125 14,512.5 VA EQUIPMENT 10100% 118,110.0 VA HVAC a 100% (3) 6 19,812 VA 59 fo 16.0 VA TOTAL LOAD 192,358.5 VA n2,358.5 VA/360 = 5343 A USE 600A SERVICE 0H no I ROO>� GFI O �42 C22 — — 426 ROC (3 O A32 I CEILING AI5 C4 Cl C13,15,11 rRTU3 — — — — — — — I I I I I �— ---- --� /�❑� Al-12' WP-GFI B135 2C B- 3g111 1B ROOF ROOF —� 30 +36 — = 1 it Al-12' All I 9 B w I H5 530-48' C25 B °� H 541-45' lAl C12 B 48 16c i I B81 D2 B22 Al-12' $ dW CIO B --- — — --i 48' J 2D 520 EFI B 8' B�g 2CI 524,26,28 AlcROOF (` 11 45' � C18,20 C2 �� \ C5 p �� I I CO DIZER 24' C21 D� >hP� 48' C29,31 �P� 48' I I , 31'0' 96 L — 521, S_30 C21 C23 � B-810,12 30' +48' G38,40 0�/ AI 2G B-14,16,18 2G EF2 42 42 30'+36' A20,22 C34 '� O ROOF 42' AI-18' Al-18' 11 C25 C32 (\ =C28 426 gC 523-8' 2R 30 30 30 532-48' 519-48' 2PI L H5 521-48' —`-�841 g36-24' 2P O G� 77 02 22 438-48'(2Q O C21 All C33,351 Dl 26 Al-18' 9C 30, 18, 96'9C 1536-24 2P SEE I/EI.O FOR ` DRIVE THRU SCEMATIC 12' 16', OT F I RTUI I L WP-GF ROOF FRTU2 1----u- 536,40,42 ROOF A33,35 48, I A33,35 ROOF L_ — —lan s' 1 SYMBOL LEGEND 110V ELECTRIC OUTLET - DEDICATEE) 110V ELECTRIC OUTLET 220V ELECTRIC OUTLET Q TELEPHONE / DATA JACK 0 THERMOSTAT Q ELECTRICAL JUNCTION BOX ELECTRIC PANEL CAMERA / DOME - CEILING CAMERA - WALL MOUNT Ail 535 90, 16' POWER PLAN SCALE: 1/4" = II-0" A26 CEILING I A26 OILING O-- I A26 CEILING ' m z 0 V) w Q 1 F•7 Q U N z Q 0:: o w Y W 2 0 j O ll Q N 0 W O ® @, o 0 a ® � a mi D U O a U d O U a IWA z A',Q a.-SO A Ion■ ° ° 1n a c ems' o �� LD a m 0- -0 Z o Z m C °T a �o dc�q ° _ C]olo J rz° < 0 1 -IT 0 a o Ix W a - Ro L.0 Z � .; Z Z�°6'm WDR � -20 a E tu C)I �--1 L V O V d) m s NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO ni N SITE PLAN (BY OTHERS) SHEET N1, E1.0 o� m d5 O r m <EY NOTES 0 HANGING SUSPENDED ARCHITECTURAL ELEMENT(S) WITH RECESSED LIGHTS. RUN CONDUIT FROM GEILIN6 DOWN TO FEATURE LIGHT FIXTURES. FIXTURES 4 LAMPS TO BE INSTALLED IN OWNER PROVIDED GEILIN& ARCHITECTURAL ELEMENT(S). FINAL LI6HTIN6 FIXTURE CONNECTIONS BY THE ELECTRICAL CONTRACTOR AFTER GENERAL CONTRACTOR MOUNTING OF THE PRE -MANUFACTURED GEILIN6 ARCHITECTURAL ELEMENTS. SEE DETAILS 51b,'1 4 8/F5 FOR FIXTURE LOCATIONS. O NOT USED O'BLUE' LED LI&HTIN6: E.G. TO PROVIDE JUNCTION 13OX WITH DISCONNECT SWITCH IN ACCESSIBLE GEILIN6 SPACE FOR LED L16HTIN6 LOCATED ON OUTRI66ER FRAM SYSTEM. RUN FLEXIBLE CONDUIT WHIP THROUGH THE EXTERIOR WALVOUTRI66ER FRAMES TO LED 1_16HTIN6. NOTE THAT THERE ARE TWO ROWS OF LED LISHT'5. EL. TO FIELD VERIFY TOTAL LENGTH OF LED L16W FIXTURES AND COORDINATE MOUNTING WITH ARCHITECTURAL DRAWINGS. LED LI&HTIN6 - ILI&HT TEGHONOL61E5 MODEL #PN24EI5 MAXIMUM RUN LENGTH 4OFT. INTERIOR POWER SUPPLY - IL16W TEC-HONOL61ES MODEL #PN10124DCR TO BE HARDWIRED. OEL. TO PROVIDE JUNCTION BOX WITH DISCONNECT SWITCH IN ACCESSIBLE GEILIN6 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 516N REQUIREMENTS WITH SIGN SUPPLIER AND ARCHITECTURAL DRAWIN65. MAKE FINAL CONNECTION AS REQUIRED. OPROVIDE SWITCH FOR SUPPLEMENTAL CONTROL OF LI&HTIN& FIXTURE AT CAKE DECORATING AREA, TO ALLOW FIXTURE TO BE TURNED OFF DURING REGULAR HOURS OF OPERATION. OFIXTURES DENOTED '/EM' TO INCLUDE EMER&ENGY BALLAST. BALLAST TO PROVIDE FULL OUTPUT. FIXTURES SHALL BE CONNECTED AHEAD OF ANY SWITCHES. O NOT USED O HOOD LI6HT5 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 GEILIN6 SPACE AND FLEXIBLE SEAL TIGHT CONDUIT THROUGH EXTERIOR WAL UOUTRI66ER OEL. FRAMES TO UP L16M AND DOWN L16HM MOUNTED ON OUTRI66ER FRAME SYSTEM AFTER FRAM HAD BEEN INSTALLED. EL. TO COORDINATE MOUNTING WITH OTHER TRADES FOR BEST MOUNTING AND ROUTING OF CONDUIT. l0 PROVIDE (1) THREE 6AN6 BOX FOR SWITCHES WITH STAINLESS STEEL COVER PLATE, (1) 5WITCH FOR HEAT LAMPS 'a', (1) FOR KITCHEN EXHAUST FANS "b", (1) FOR EXHAUST HOOD LI&HTS II NOT USED I2 ISOLATED &ROUND DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING. COORDINATE BEST MOUNTING LOCATION WITH GEILIN6 INSTALLATION. OENERAL NOTES A. LIGHTING: ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL GENERAL LIGHTING AS SHOWN. B. EMERGENCY BATTERY L16WINS SHALL PROVIDE A UNIFORMLY DISTRIBUTED MINIMUM IA FOOTCANDL.E AVERA6E ILLUMINATION AT FLOOR LEVEL FOR PATH OF E&RESS. PROVIDE ADDITIONAL ENER6ENCY LI&HTIN6 AND INCLUDE IN YOUR BID IF REQUIRED BY THE AUTHORITY HAVINS 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 GEILIN6 Ext. LED Lighting Building Lighting TIME CLOCK GENERAL NOTE-5 Build n Signs Site Lightln 4 Signs ASVAAV— A. PROVIDE MULTIPURPOSE, 2 CHANNEL TIME CLOCK, AIO WITH "I DAY FORMAT. Al2 TORK DIGITAL MODEL #DW200A OR EQUAL A14 AI& B. PROVIDE PHOTOEI EGTRIG CONTROL FOR I Spare EXTERIOR BUILDING L16HTIN6, SITE LIGHTING AND SpareBITE 516N5. COORDINATE WITH OWNER SpareREPRESENTATIVE FOR BEST MOUNTING LOCATION. ITORK MODEL #2101 OR EQUAL G. PROVIDE CONTACTOR CABINET, CONTACTORS AND I___c� MISCELLANEOUS HARDWARE AS REQUIRED FOR A COMPLETE OPERATING 5Y5TEM. • • a 2 CHANNEL DAY TIME CLACK WITH INDEPENDENT MANUAL OVERRIDES NI LE-3q NN A9 II I II I NOTE: I EXISTING WALK-IN f LIGHT TO REMAIN TIE TO ADJACENT I CIRCUIT f II I II I II I ELF-GTRIGAL LEGEND SYM DESCRIPTION DUPLEX RECEPTACLE OUTLET - FLUSH MOUNT ( 20 AMP RATED) 206 VOLT RECEPTACLE - FLUSH MOUNTED SPLIT WIRED DUPLEX RECEPTACLE OUTLET FLUSH MOUNT - (20 AMP RATED) ISOLATED &ROUND RECEPTACLE (NEMA 5-20R-16) O JUNCTION BOX - FLUSH MOUNT DISCONNECT SWITCH —— INSULATED / ISOLATED &ROUND LIP A CONDUIT HOME RUN TO PANEL "LD" WITH CIRCUITS 1,3 SINGLE POLE SWITCH ® LIGHT FIXTURE - SEE LI&HTIN& SCHEDULE AT RIGHT ® L16HT FIXTURE W/PRISMATIG LENS SO SPEAKER FIXTURE 0 RECESSED CAN LIGHT T��"` DECORATIVE PATIO LI&HTIN& UNDERGROUND CONDUIT LE-8:16 PANEL "LE" AND GIRGUIT5 6 THROUGH 18 (I.E., CIRCUITS S, 10, 12, 14, 16 AND 16) ABBREVIATIONS W.P. WEATHER PROOF F.B.O. FURNISHED BY OTHERS U.6. UNDERGROUND HP HORSE POWER W.I.G. WALK IN COOLER F'TRON5 FUSETRONS SAF.SW. SAFETY SWITCH C, CONDUIT A.F.6. ABOVE FINISHED GROUND A.H.J. AUTHORITY HAVING JURISDICTION KEY L16HT FIXTURE FIXTURE TYPE HH/N/NL- "NITE L16HT" LE -I �M = "EMER6. LT" PANEL 4 CKT. # CORPORATION PRIOR TO FURCFIA9E OR NSTALLATIad 81�MIT BAMPLES TO LIGHTING FIXTURE SCHEDULE SUBSTITUTION OF LIG*TOR T PURCHASE .s SE LN �8 cL Be APPROVED B7 S T ARCWCOWT DEPT. AM CONVERSION TEAM MANAGER SYM LOCATION MANUFACTURER CATALOG NUM. MOUNT TOTAL WATTS QTY OF LAMPS AND TYPE REMARKS AA DINING AREA BESA IVC-420201-5K PENDANT 60 W I (AIS) MEDIUM BASE BOTTOM OF SHADE AT 66' AFF AAl DINING AREA BESA IVC-420201-5K PENDANT 40 W 1 (G25) MEDIUM BASE /BOTTOM OF SHADE AT 66' AFF BB DINING AREA BESA 0011015K WAIL SCONCE S W 1 (Salo) SPIRAL CC NOT USED JUNO CLIKITA SURFACE - 120 AMP RATED TRACK LIGHT (4' 4 69 DO PASS-THRLI MERCO 500-C-SATIN PENDANT 2501.11 1 (5R40TS) TRACK MOUNT w/36' CHORD EE DINING AREA JUNO TC44 / 4405C RECESSED 50 W 1 (MRIro) DOWNLIGHT, AMBIENT FF DINING AREA JUNO TC44 / 4495C RECESSED 50 W I (MR16) DOWNLIGHT, DIRECTIONAL GG WALK-IN (EXISTING) HH DINING 4 RESTROOM JUNO PL618EU / 232-W-WH RECESSED 16 W I (FISTBX30) DOWNLIGHT, AMBIENT HHl SERVING AREA JUNO CH8-226Q / 850CLWH RECESSED 52W 2 (F2(oT5X30) DOWNLIGHT, AMBIENT HH/EM DINING 4 RESTROOM JUNO PL6118EU-PLKE / 232-W-WH RECESSED 18 W I (FISTBX30) EMERGENCY LIGHTING WITH BATTERY HHI/EM KITCHEN 4 RESTROO JUNO CH8-226Q-PLKE / 850CLWH RECESSED 52 W 2 (F2(oT5X30) EMERGENCY LIGHTING WITH BATTERY JJ FRONT ENTRY JUNO CH8-22roQ-85OC RECESSED 52W 2 (26W QUAD) DAMP LOCATION LL KITCHEN METALUX 2GC8-432A125-UNV RECESSED 112 W 4 (F32T8/B30) 2x4 FLORESCENT W/ACRYLIC LENS LL/EM KITCHEN METALUX 2GC8-432A125-UNV-EL4 RECESSED 112 W 4 (F32T&/830) MATCH LL WITH EMERGENCY BATTERY LL1 DRIVE-THRU METALUX 2GR8-2U6TSA125-UNV RECESSED 64 W 4 (40WU3) 2x4 FLORESCENT W/ACRYLIC LENS MM EXTERIOR WALL BK LIGHTING SN-O-SAP-S-B-18-C-PC15-120 SURFACE 50 W I (MR1(o) SURFACE MOUNT WALL EXTERIOR NN EXTERIOR - SECURITY HUBBELL 1=VL115HI28 - PBTI SURFACE 115 W 1 (115MH) WALL -SECURITY LIGHT w/ PHOTOCELL P CANOPY (BOTTOM) PROGRESS P5614-82-GRAY (D.T. EYEBROW) WALL 50 W 1 (PAR30L) DOLUNLIGHT MOUNTED IN OUTRIGGER PP CANOPY (BOTTOM) PROGRESS P5614-31-15LACK (MAIN EYEBROW) WALL 50 W i (PAR30L) DOWNLIGHT MOUNTED IN OUTRIGGER Q CANOPY (TOP) HUBBELL 30SML-GRAY WALL 180 W 2 (PAR38) UPLIGHT - MOUNTED IN OUTRIGGER QQ CANOPY (TOP) HUBBELL 309-14ML-131-K (MAIN EYEBROW) WALL 180 W 2 (PAR38) UPLIGHT - DOUBLE BULB FLOOD LIGHT RR EXIT DOORS EXITRONIX VEX- U-BP-WB-WH-ELS0 SURFACE 2B W LED EMERGENCY / EXIT COMBO 681 1 PARKING LOT HUBBELL 55P5256A2 / MSVA400H POLE 480 W 1 (40OMH) POLE 4 FIXTURE PAINT COLOR DARK BRONZE 582 1 PARKING LOT HUBBELL SSP5256A2 / MSVA400H POLE 9ro0 W 2 (40OMH) POLE 4 FIXTURE PAINT COLOR DARK BRONZE LIGHTING FIXTURE SUFFLIERS: *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 1-800-325-0563 ATTIC: RICH KRAUS (EXT. 106) or DAVE 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 'EMERISENCY LIGHTING' AND PROVIDE. —t®----�LL/EM — r----11 LL--------- LL/EM --�-- I RR I All I I A3 I All I —All-------------�--- NL—I------ I I 1 ��---- -----I-- -- F ----t ----- I --- --==--I 1�---- l a I LL/EM I F_All —, I I I III i ------------ NOTE: I III EXISTING LUALK-IN LIGHT TO REMAIN -----------------------t---11 TIE TO ADJACENT I LL/EM I I LL 1 1 111 CIRCUIT 1 IAII I All L------ J I I I I I I I II I I I I-----�-----� I �� rLL/EM---f I I i I I I All 1 1----- ---------I-----�---- L��j L__ I\ 1 1 I 0 1 _2\----I-----�---------}ILL — _ I LL/EM LL r — — — — All 1-----IAII---- I IA3 NL 1 I I I__ I I I I i I I I I I 1-----1--------------I EL _ I I -- -----I MM b MM A& Ab Z O N w Q 0 A ri x u a MM MM Ab Ab QQ PP A2 A2 I I I _tHH t- A5O A5Q I I I I I I I I I I I I — A5Q I HH/EM FF IAB AS0 I I ID -tom� I —Al -- -- AAI t 1� c II FFI I O I IAS� Al —1 Al I— —A51 — _ 10 1 AS 1 1 1 1 1 1 1 —-------- I --IHH— j— — I IA50 I As -- --IFF —I—-----l--� --1-- FF II I Al IA4* IA10 I� �— I r--ram -- I I--�-- I O I i 1 FF O I I 1A10 1 A10 1 I FFO plI ----- ------ — — — — —— �— LL-- 1 I IAi� I I p3 I II ( l I 1 I 101 • DD 42 \ HH/EM \ /\ IAl I I IA3 I I I O °D— I --r --1-- T— x \X/ �X/ \/^\1 0N cam( DD 10 /\— r--t--I--------I--�AA1 fi I I — — — — — — — — K A14 + I _ _I _ I _ I VIL I IanI I s\�/ \/��IAl �I I A8 � --+-- — ---�-- 0 /� /\ �� 1 0 1 1 CA51 I 1 IA5o I I I 1 1 Al I I ---I-LL/EM1--T— Ab I I I An I I L--- I QQ A4 A4 1 (#) --+— I -a — LL/EM + — — + HH I - -1 I I All I I I HH/EM O I Al I I I I I II 1 A13 I 14H I — I--�—I��— 1-- IAll I I i- + + -I I I I I I Ip/EM— I INL I I I II • --— ——--TH—H -1 I —�- O 0 Q P IF P Q Ab Ab Ab Ab Ab 110�1� PP A4 QQ A A4 4 LI&HTIN6 PLAN SCALE: 1/4" = 1'-0" QQ A2 PP A2 QQ A2 PP A4 A4 tip` p��40k&/ 0® °°Ooon000°OO° // ►sue oo S • °�� I cj 0017i�e 96 0° o �o '�• °°O0000.o.o°° . •``` O c m 0 Q d op O � � LL m s NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO M SITE PLAN (BY OTHERS) N OrSHEET NO. Ln O � E2.om O 0 m KEY NOTES OSEE ARCHITECTURAL PLANS FOR MORE INFORMATION REGARDING THE INSTALLATION OF 516%, MENU BOARDS, AND LOOP INDUCTION SYSTEM. FIELD VERIFY ALL REQUIREMENTS BEFORE ROUGH IN. O2 NOT USED PARKING LOT LIGHTING - EXI5TING TO REAMIN. OEXISTING LOCATION OF TRANSFORMER. VERIFY ALL REQUIREMENTS WITH UTILITY COMPANY BEFORE BIDDIN6. O (1) 1" PVC CONDUIT WITH SPEAKER WIRE (LOW VOLTAGE) FROM REMOTE SPEAKER AND (1) J" PVC CONDUIT WITH OGB DATA GABLE TO J-BOX UNDER GASH RE615TER COUNTER AT DRIVE THRU WINDOW. SEE SCHEMATIC ON SHEET EID P PVC CONDUIT WITH LOOP INDUCTION WIRE (LOW VOLTAGE) FROM E(i, LOOP TO MENU BD. (FOR ABOVE GROUND CONNECTION) TO J-BOX UNDER CASH REGISTER COUNTER AT DRIVE THRU WINDOW. GENERAL NOTES A. ALL UNDERGROUND CONDUIT SHALL BE I" SCHEDULE 40, ALL WIRE SHALL BE #10 THWN COPPER UNLESS NOTED OTHERWISE. B. PROVIDE GROUND WIRE OF EQUAL SIZE TO HOT AND NEUTRAL CONDUCTORS IN ALL CONDUITS. 3 MEDICAL AfRT5 DRIVE _ (24' WIDE PAVEMENT) W LOC SYS ENTRY / %NK YOU SIGN O EXISTING POLE LIGHT O ENTRY / THANK YOU ° O _ N 8130 58' 40' UJ EXISTING O POLE LIGHT 9G9 A18 oo o a N 89° 58'40' UJ 123.001 W '0 0 � e Z 589055'40'E 21.001 I I NEW THANK YOU SIGN ON EXISTING MOUNTING BOX 9Cs10 O \ A18 I I EXISTING POLE LIGHT O I� I@ PYLON SIGN WITH i� ADER BOARD ri Al2 ❑ O 0 O /� SITE ELEC-TRIC PLAN SCALE: .ob `,`��►oi IIIIa ifill l-1 �oaQF. f4i a " o MSS °o; v c , .� s 01;49 6 o 0 z 0 U) X w Q 0 0 z \ o w w > Q J < W d In 0 0 Q a N a W P � ° �o ° v ° v a o r- m 0 C pp C U LL,p Q O a c o L , " 1 I � � ea � +_+ D m O 3 O p V O O :5 Z C d ; O T z m c o a > c o m T C V/ O CC E Cr' Q O.0 z-. /0 LL c, Q O _ O u m W a ao ® z = c �.0a c z c _ N W 0 P ¢ E 11 J-u O z Lu JDA V O � V n D— o L s s NORTH THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO CO 0 N SITE PLAN (BY OTHERS) SHEET NO. 300 O t Ln m O d) I./