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8" CMU WALL ROOF FLASHING AT 6" GALVANIZED STEEL TUBE POST SET IN CONCRETE HIGH POINT FOOTING (SEE STRUCTURAL). PAINT TO MATCH DOORS. 6" 6„ �nKAQAKIV STARBUCKS COFFEE FASTENER CORRUGATED METAL PANEL. FINISH3" GALVANIZED (150mm) (150mm) STARBUCKS COFFEE TO MATCH BUILDING CANOPY N-DECKING FIELD HEM MODIFIED J-CHANNEL 3" GALVANIZED I 1" 25mm ( ) PROVIDE WEEP HOLES IN N-DECKING COMPANY _- - _- - BETWEEN CORRUGATED 1/4" ROOF SLOPE FASTEN ROOF 2401 UTAH AVENUE SOUTH METAL CHANNELS FASTEN TO STRUCTURE SEATTLE, WASHINGTON 98134 ROOF TO BELOW (206) 318-1575 _- -- - - --- - - STRUCTURE o E THESE DRAWINGS AND SPECIFICATIONS ARE BELOW ' _ - P.T. 2X BLOCKING Ln M SET IN _— CONFIDENTIAL AND SHALL REMAIN THE SOLE FASCIA o CONTINUOUS P.T. 2X BLOCKING PROPERTY OF STARBUCKS CORPORATION,WHICH IS SEALANT • • • • • 4" HSS AROUND FINISH TO 4" HSS AROUND THE OWNER OF THE COPYRIGHT IN THIS WORK. MATCH THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PERIMETER BUILDING PERIMETER PART), SHARED WITH THIRD PARTIES OR USED IN AN p (SEE STRUCTURAL) I (SEE STRUCTURAL) MANNER ON OTHER PROJECTS OR EXTENSIONS TO Uo le RAKE I I THIS PROJECT WITHOUT THE PRIOR WRITTEN STEEL CHANNEL FRAME. MITER AND WELD CORNERS FASTENER(TYP.) FLASHING I FASTENER (TYP.) CONSENT OF STARBUCKS CORPORATION. THESE FIELD HEM FINISH TO I DRAWINGS AND SPECIFICATIONS ARE INTENDED TO DRIP EDGE MATCH CONTINUOUS ALIGN CONTINUOUS CLEAT I EXPRESS DESIGN INTENT FOR A PROTOTYPICAL GALVANIZED HEAVY DUTY GATE HINGE. BUILDING CLEAT STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE � STEEL POST AT ANYTIME AND DO NOT REFLECT ACTUAL SITE � 4" I 77 o o STEEL POST(BEYOND) ►I I FIELD HEM I (BEYOND) CONDITIONS. NEITHER PARTY SHALL HAVE ANY GATE IN OPEN SWING POSITION ( MIN. 115', MAX. 120') U (100mm) DRIP EDGE OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT U STATED ABOVE)UNTIL A WRITTEN AGREEMENT IS cv FULLY EXECUTED BY BOTH PARTIES. I 7 GATE HINGE DETAIL 6 ROOF SECTION AT FASCIA 5 ROOF SECTION AT RAKE scale: 3"= V-0" scale: 1 1/2"= V-0" scale: 1 1/2"= 1'-0" ARCHITECT OF RECORD L0 o o aM to R � � • CO U 4J U CO C 0 c� — � U C c� N LO 00 o mcg a r c h i t e c u r e N 00 15635 Alton Parkway,Suite 100, Irvine,CA 92618 N P:949.553.1117 F:949.474.7056 N I 0 ARCHITECT STAMP o O A C O G�G�PC,E WIN�� 1839 N D 9/ � O CALIFO U) (D 1 1/2"ANGLE cn WELDED TO STEEL FRAME _ E A 0 0 � 6.. U GUTTER STRAPS cj (150mm) @ 24" O.C. U L_ GATE TO SWING 3" DEEP X 20 GA. O OPEN MIN. 115°, 1/4" ROOF SLOPE N DECKINGGALVANIZED MAX. 120° J z o MECHANICALLY I I O Z �n FASTEN ROOF • FILL PIPE WITHLo U M ----------- TO STRUCTURE I I CONCRETE Q w BELOW 8" CMU WALL, I I 5 cl BAR CANE BOLT G Q GROUT SOLID. I I Q P.T. 2X BLOCKING _ REINFORCE AND I I 6" STEEL PIPE U L) ----------- TIE INTO I I U _ FOOTING/SLAB I I W LU LL z NI i I PER STRUCTURAL. _ i i U O Q 24 GA. I I C° E I I Z �„L a Q CORRUGATED _ E METAL I I �, o I I METAL PANEL 00 E GUTTER I I -6" (150mm) I I ~ ~ V SET IN STEEL i i 4" HSS AROUND PERIMETER EXPANSION U ( l U L) CHANNEL JOINT(SEAL) O j FRAME - I I (SEE STRUCTURAL) WHEELSTOP 0 E I I 4" HSS POST CENTERED ELASTOMERIC CURB PAVING OR Q_ Q_ U) I N - I I ON ALL CORNERS SEALANT of SLAB ON GRADE. I I CONCRETE O� DRIP I I (SEE STRUCTURAL) REINFORCE PER I I ,It EDGE I I � STRUCTURAL I I STORE #: 5470 X I I SEE STRUCTURAL DETAILS PROJECT #: 03030-052 I I FOR POST TO WALL I I CONNECTION CASEWORK CONCEPT: CORE I I II ° I I ISSUE DATE: CHECKSET 2-10-20 co I I NON-SHRINK GROUTLID �,_ I I PROGRAM MANAGER: M.DREBIKA ail � I I STORE DESIGNER: M.DREBIKA W LEED�AP: N/A X 4"X 4.. 2" CONCRETE CAP. o DOWNSPOUT. SLOPE TO PROVIDE rn p < = �� Q w p — �r, z � I I CONCRETE CHECKED BY: A.FELDMAN 11 1:J, Q — % O I l e_. .a FOOTING m DIRECT CONNECT I { DRAINAGE. � m U) — a O U z X - Z MCG PROJECT#: 18531 TO SITE DRAINAGE �1 ,,,, `1I_ z - p SYSTEM > N O Z - 2 w w I I a (SEE w ° MCG PROJ. MANAGER: C.LEE 1:1; GROUT CELLS SOLID O — — THICKEN EDGE w I I . a STRUCTURAL) I')- 1f_ FOR POST CONNECTION U OF SLAB < Z O U WEEP HOLE -� Q P Q ° MCG PROJ.SPECIALIST: SPARK O (SEE STRUCTURAL) O ° Q I I Revision Schedule ° � _ a a O o 8" CMU WALL Rev Date By Description PROVIDE HOLES _ (SEE STRUCTURAL)04 AT CONCRETE FOR BOTH FULLY OPEN - - a CONTINUOUS CONCRETE FOOTING CD o AND CLOSED a -��-p =" � a = _ - --_ _ LO POSITIONS a __ _ CENTERED ON WALL "� ° SHEET TITLE: M (SEE STRUCTURAL) II TRASH ENCLOSURE 11") — SECTION AT CANE BOLT ,�,,� ROOF SECTION AT GUTTER TYPICAL CMU WALL FOOTING TRASH ENCLOSURE BOLLARD p 4 scale: 3" = 1'-0" �J// scale: 1 1/2" = 1'-0" (��_Sc-_1- 11: " = 1'-0" sca,e: 1" = V-0" SCALE:AS SHOWN O SHEET NUMBER: 14 N co N 5 co