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8. 1 1/2" 5" 1 1+ O N — 59� / 2'-1 314" J _ ANCHOR BaI_rs: ANCROR BOLTS: O OUAIETffY4-i12'7f 24"-A38 GALVANIZED ANCHORBOLTS QUANTITY 4-112"X 24"-AM GALVANIZED ANCHOR BOLTS r ' PLEASE INSURE ANCHORS ARE PRECISELY LAID OUT PER * PLEASE INSURE ANCHORS ARE PRECISELY LAID OUT PER CD U'3 I � DIMENSIONS ABOVE. D9MENSrONIS ABOVE. C° r NOTE THAT ANCHC� EIF ARE NOT IN THE CER OIFTHE BASE PLATE, � NOTE THAT ANCHORS ARE NOT IN THE CENTER OF THE BASE COtLEAV 4 F PJEC"IING R, F�l� PLATE- LEAVE 4" PROJECTING N 0 O� QUANTITY(l) 3'-0318 -k_ CONDUIT: T T ©2011 STARBUCKS COFFEE N QUANTITY(1) ` r - --- !' BACK OF MEf�Lr B[�.�P.:] co w 1"DIAMETER ANCHOR BOLTS CONDUIT STUB-UP QTY_ (4)3/4"X36"-A36 GALVAN IZED THREADED ROD- STARBUCKS COFFEE * PER DIMENSIONS ABOVE S ARE PRECISELY LAId OUT P u s gra' s 7/16" s 9115" s sus 2401 COMPANY TAH AVENUEOUTH LEAVE 4 112" PROJECTING- Q� 1" DlAlUII�`= DTE CLEARANCE BAR-ANCHORS DETAIL SEATTLE, WASHINGTON 98134 sUFr I I I (206) 318-1575 FRONT CF MEIN: FREESTANDING MENU � BOA` DESIGN DIARIES THESE DRAWINGS AND SPECIFICATIONS ARE LL =_ J J I ) CONFIDENTIAL AND SHALL REMAIN THE SOLE 14" 8 11 3 1' x2"2, 6 1 11-1111 ' L PROPERTY OF STARBUCKS CORPORATION,WHICH IS 3'x 4"x 114* STEEL TUBE THE OWNER OF THE COPYRIGHT IN THIS WORK. � � 112" DIA x 4" LONG ' ANCHOR BOLTS WITH 8' X 6' 3M- STEEL BASE PLATE THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN AN FINISHED FLAT WASHERS AND HIGH STRENGTH MANNER ON OTHER PROJECTS OR EXTENSIONS TO GRADE — I — I — HEAVY HEX NUTS NON-SHRINK THIS PROJECT WITHOUT THE PRIOR WRITTEN GROUT CONSENT OF STARBUCKS CORPORATION. THESE III IIuII IIuII I I I ' SIGN WITH BASE THIS DETAJL LS FOR REEERF-4C€ONLY.SIGNAGE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO AND PLATE COVER III I I II I I I I II I I III SUPPLIED AND INSTALLED BYOTHERS UNiDER SEPAP,ATE EXPRESS DESIGN INTENT FOR A PROTOTYPICAL PFrr- THIS DETAIL IS FOR REFERENCE 314"INA X ''+LONG i (BY STARBUCKS) III I I II I I I I II I I III `: `` 6) #a BARS ON A 16" ) STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE PATTERN WITH 4 # ANCHOR BOLTS I;4 RECD i I L — — — J U L — — — J U L — — �� FREESTANDING MENIIJ � � - ( ) ONLY. SIGNAGE SUPPLIED AND AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE o L _ _ _ _ J _ L _ _ _ _ J _ L _ _ _ _ J [DESIGN VARLES} INSTALLED BY OTHERS UNDER CAISSON FOUNDATION CONDITIONS. NEITHER PARTY SHALL HAVE ANY U L - - - - Jar - - � �L - - - - J STRIRRUPSON4 CENTERS I I w FOR TGR 16" AND ) SEPARATE PERMIT. OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT (D I I II I t.r2"DR LONG _ANCHOR BOLI PROJECTION DETAIL STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS RMISHED GRADE J — — — ANCHORBOLTSWITH THEREAFTER DO NOT FULLY EXECUTED BY BOTH PARTIES. FLAT Y HED(NUTSRS 1, HO�3O LONG WELD REBAR. " MIN- o— HEA HEX NUTS ANCHOR DOLTS WITH O q �° --- -- -- HEAV`YHEE�C NUTS z CRETE COVER. -� 'I i2" DIA 4" LONG � .09D"ALUM.END CAP WELDED w - r-------- - ANCHOR BOLTS WITH TO CO',!ER EACH END-PAINT ARCHITECT OF RECORD 06 r ;; I ENSURE ANCHORS AND � - - � � FLAT WASHERS AERO TO MATCH BLACK RAL 7021M 0 � LL # I e I CONDUfrARE PRECiSELY {I HEAVY HEX NUTS WITH 2D%MAXGLOSS LE%,.IEL- 0 "� L---------J LOCATE!].NOTr=CO#JOUrrAND _ _ ES' MATCH SAMPLE O ANCHORS ARE NOT CENTERED 1. �� oifo SEE 11ADD9 1A+A1143 ;- , � r OPTIONAL_D9D"FABRICATED i c� 42•wyDE L—— —— —— -CNE-PERCE ALUM.13ASE � I w 4VLRE MESH MAT 11 I CC -- z N o 4" 4"x 4V1B x W 10 ENSURE ANCHORS R I COVER-PAINT TO MATCH M 3"MIN!.CONCREM I I BLACK RAL 7021M WITH 20% 00 " �' COVER PLAN ; ' I I AND CONDUIT ARE O r I I r FINISH GRADE - r- I a I PRECISELY I MAX GLOSS LEVEL-MATCH X T E y — QAIKADFF= mcg architecur L LOCATED. NOTE 3"X 4{X 1W STEEL TOB o � � � 111 Pacifica,Suite 280, Irvin,CA 92618 1 r z CONDUIT AND PAINTSL4CK P:949.553.1117 F:949.474.7056 ----____ - - _ ANCHORS ARE NOT 3 1 A 6"X 4 1116"HOLEW ITH 112' N �'N 1 ao azwrDE '_6" DIA. O PLAN CENTERED RADIUS CORNERS IN TOP OF CD H CONCRETE RASE COVER ARCHITECT STAMP TOP VIEVY SE0 A FOOTING lar � wi U) I I (��scw, MENU -PANEL FREESTANDING FREESTANDING 5-PANEL MENU FTG. FREESTANDING PRE-MENU FOOTING a rr—� � P ,2019 �1'-%O' I `� scale: 1/2"= V-0" I I scale: 1/2"= 1'-0" �p li I [ ?_j I '4"DG4?{36"LONG EN NOT TO SCALE NOT TO SCALE ANCHOR BOLTS Vti+1TH U L FLAT WASHERS AND Op Cpl►FQ HEA'JY HEX NUTS THIS DETAIL IS FOR REFERENCE 3"STIRRUP Q ONLY. SIGNAGE SUPPLIED AND HOCTYP' No INSTALLED BY OTHERS UNDER THIS DETAIL IS FOR REFERENCE _SECTION AA i SEPARATE PERMIT. 5"11 30mm) O O ONLY. SIGNAGE SUPPLIED AND 0 INSTALLED BY OTHERS UNDER THIS DETAIL IS FOR REFERENCE ✓V ✓V SEPARATE PERMIT. ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER W U SEPARATE PERMIT. UI �O �O BAR FOUNDATION E (��CLLJEARANCE /2"= V-0" LO Cz CD NOT TO SCALE W `�` `�` SIGN WITH BASE AND ��1 C'7 (D PLATE COVER (BY 9'-U'k3ARLENGTH �/J Q LO N �� STARBUCKS) O . . �i �i U 0 FINISH FINISH I W O GRADE GRADE 06 06 �� I _ Q 0 z Q oll* Loll* D rN i 11 RwUj 1 I = CONCRETE -- I U O U �I r o I I I FOOTING ��^^ww ��^^ww 1 1 CONCRETE I PRE SPACED VINYL (� z C101 I 1 `�J `�J FOOTING I AS N EEE APPLIED ON SITE O O DED 0 I N 5 r I 3"X 4"CROSS BAR T ` co NON-ILLUMINATED PIPE BOLLARD DTE - PRE-MENU FREESTANDING SIGN W rrH BASE AND PLATE ° COVER(BYSTARBUCKS) STORE #: 11830 Scale: 1/2" = 1'-0" a I � PROJECT #: 37913-049 " THIS DETAIL rS FOR 1�EFEI�fNCE M N 07 r I INSTALLED BY OTHERS UNDER ONLY.SIGNAGE SUPPLIED AND CASEWORK CONCEPT: CORE U) THIS DETAIL IS FOR REFERENCE SEPARATE PERMrr. ISSUE DATE: Y ONLY. SIGNAGE SUPPLIED AND I PROGRAM MANAGER: M.DREBIKA INSTALLED BY OTHERS UNDER I STORE DESIGNER: T.MARINIC m SEPARATE PERMIT. cr O O O < 1'-6" 1' -6" !' LIED AP: N/A CHECKED BY: � � � I f'� CURB MCG PROJECT#: 19232 �(460nnm) �J �J �J 0 1zonD BED MCG PROJ. MANAGER: C.LEE i No O O O = MCG PROJ. SPECIALIST: S.PARK a . Fn &' CD T ` NOTE:INSTALLATION REQUIRES V V V Revision Schedule SEATED ENGINEERING BY A COMPETENT PROFESSIONAL Rev Date By Description cC\I I r ,C� � � ca a . , ANCHOR BOLTS WITH tOCAL OAS REQUIRED BY DCALCODES FLAT VVASHERS AND HEAVY HEX NUTS- {6}#4 BAMS ON A 10 aro"PATTERN wrM{6}#.3 STIRRUPS ON 4"CENTERS. FOR TOP 24" AND 11"CENTERS Q THEREAFTER. D❑NOT wEL❑RBSAR. SHEET TITLE: 00 c, 3 MIP! CONCRETE COVER- DRIVE THRU & SITE I THIS DETAIL IS FOR REFERENCE o OPTIONAL I T �✓ �✓ �J CAISSON FOUNDATION ONLY.SIGNAGE SUPPLIED AND DETAILS SEAM - INSTALLED BY OTHERS UNDER SCALE:AS SHOWN 0') r SEPARATE PERMIT. 0 C\I 17 WAYFINDING GRAPHIC DOUBLE ARROW1 DTE - CLEARANCE BAR SHEET NUMBER: 00 scale: 1/2" = 1'-0" scale: 1/2"= 1'-0" A502 T T