Loading...
Plans (33) 6'-O" SIGN— RECEIVED IC 2 ra MAY2420151 ! I BUILD! F TIGARD 0 a d D!1/! !(��i C D _.., L_ _) -----) LI _ . , CITY01: GARD ii I --\ V ' !' `' FOR • r. COMPLIANCE '� 1'-By" SIGN `— An , ./ Oproved: I j p . . . .i,, 1 I'" --fit1 - ....' O `, . moo - 0 00 Bpi 1 `% 3 Q i J J C� aNQ O OFFICE COPY a n o 0 -1y2" EMBEDDMENT ELEVATION VIEW 03/8" STAINLESS STEEL BOLT Li_ IL. J TWO SIGNS WILL BE INSTALLED AT THIS SITE SEE FASTENER NOTE. I- 432"� ON THE NORTH AND SOUTH BUILDING ELEVATIONS w 0 m / OQO cn FASTENER NOTE: 1'' % Use 18-8 stainless steel bolts, w/spacers thru EIFS, as listed: ,�t�$ PR°Ft,j`f� N I- ®+� / Kwik Bolt 3 expansion anchors w/1 2" embedment in � � 7�F'P Oy''r THIS SIGN To Y o W N .090" ALUMINUM RETURNS % concrete or precast con,:rete. BEAR THIS MARK z 00 0 j HLC sleeve anchors w/12" embedment in CMU or brick walls pppp „,�,m,a,a, "' z LED ILLUMINATION I j TEK screws in metal studs. OAE60N Yd taprrel 3 w i Lag bolts in wood studs. C< 90" �ti EL CTL C�300[ m a 1.- a W Toggle bolts in panel walls. .125" ALUMINUM PANEL�� , / All thread bolts with blocking between studs. pA© W. LEv� NOTE: / < \o \ THIS SIGN IS INTENDED TO BE INSTALLED IN c7 U ALUMINUM BACKS CCORDANCE WITH THE REQUIREMENTS OF ARTICLE ,...0 o % 600 OF THE NATIONAL ELECTRICAL CODE AND/OR o N " / OTHER APPLICABLE LOCAL CODES. THIS INCLUDES ch 03/ HILTI STAINLESS STEEL / / C o CONDUIT PROPER GROUNDING AND BONDING OF THE SIGN. z=W KWIK BOLT 3 EXPANSION ANCHOR i J ��'/ _ W H EMBEDDED 1Y2" +� NOTE: Z 1� v� THESE DRAWINGS ARE THE PROPERTY OF ICON IDENTITY SOLUTIONS. 2 a 1/ 0=w THEY CAN BE USED FOR REFERENCE PURPOSES ONLY BY UPS, y w z / HOWEVER THEY CANNOT BE USED FOR THE MANUFACTURE OR o W N a o • A INSTALLATION OF SIGNAGE BY ANY COMPANY OTHER THAN ICON IDENTITY `=' 'z '�� / SOLUTIONS. USE OF THESE DRAWINGS FOR ANY PURPOSE OTHER THAN LJ o X z H / / REFERENCE IS STRICTLY PROHIBITED BY ICON IDENTITY SOLUTIONS. o W—z cn SITE: W ~'o DESIGN WIND LOAD: J BUILDING WALL Starbucks Based on the 2014 Oregon Structural Specialty Code (2012 IBC) CC'<a= Location No. 3366 using Exposure C and 120 mph wind speed. V N N c cz DETAIL VIEW o o z 13560 S.W. Pacific Highway DESIGN SNOW LOAD: N 3 z o Tigard, Oregon 97223 Based on Ground Snow Loads. o g W v`''i J\c'-=J • 5„ (4) #3 REBAR x 4'-6" LG. EQUALLY SPACED ON 12" CIRCLE w/(7) #3 REBAR TIES: TOP (3) IN FIRST 5" & (4) ON 12" CENTERS. 00 n , 5" PLAN VIEW QTY. CONCRETE: 0.3 CU. YDS. 9'-0" :4 i_ f 1 fn f 5'-6" 4r2" [THREADED Q [1-TACK WELD O NUT 3'-0" -c-_, 2" [THREADED I ANCHOR BOLT DETAIL 034" ASTM F-1554 Gr. 36 STEEL SITE: Starbucks (4) #3 REBAR x 4'-6" LG. Location No. 3366 EQUALLY SPACED ON 12" CIRCLE 13560 S.W. Pacific Highway w/(7) #3 REBAR TIES: TOP (3) Tigard, Oregon 97223 IN FIRST 5" & (4) ON 12" CENTERS. GRADE ,/ „,, a ; j\j\/\/\j\\j\\/ FOUNDATION DESIGN NOTES: /A a; - -k11,— \ \\/�\\/�\\/�\\/�\\/�\\% 1. Concrete shall have a minimum compressive strength // \ ° r--rI ---rte—, // / / / // // / of 2500 PSI at 28 days. a i i I . l i i \/\/\/\/\/\/\ / //� . r-,yf-;--r—i \//\\\j\/\\j/\\//\\//\\% 2. Reinforcing steel shall be ASTM A-615 Gr. 60. \/\/ ' i T. �' • 1,. , / / PROF, 3. Caisson footing designed using a soil bearing force �/\/\ ��� �fr of 100 PSF per foot Lateral based on Class 5 soils. 1 I+ y; . I -�j\\j\�� °9 AINF� Dy 4. Anchor bolts shall be ASTM F-1554 Gr. 36 steel. W • 1° 'III• . a l' i \ \ ' 1807 'S� r ix �� , ` \/�\\/�� DESIGN WIND LOAD: o i ►� °:�I ¢ /%/%' �A�ON Based on the 2014 Oregon Structurall7$ cialty CT U (2012 IBC) using Risk Category II, Ex e i ar> Cl- •• ° a; ���,�. r T7. �9�����~ 120 mph wind speed. ►� In a ;. -_ --,, '99© W. LES z 0 II "`P -I .: . DESIGN SNOW LOAD: "'n 1`' rn "1 41- ---;-- Based on Ground Snow Loads. : Neeov o MI s P is \y/\; NOTE: as ; • j�� 3" CLEAR THESE DRAWINGS ARE THE PROPERTY OF ICON IDENTITY SOLUTIONS. r,. _ • � 6. • \/� [ TYP. THEY CAN BE USED FOR REFERENCE PURPOSES ONLY BY UPS,, ^'-----.- ' < HOWEVER THEY CANNOT BE USED FOR THE MANUFACTURE OR ��/��� f INSTALLATION OF SIGNAGE BY ANY COMPANY OTHER THAN ICON IDENTITY SOLUTIONS. USE OF THESE DRAWINGS FOR ANY PURPOSE OTHER THAN ELEVATION VIEW REFERENCE IS STRICTLY PROHIBITED BY ICON IDENTITY SOLUTIONS. CANo. Date REVISIONS By /JOB # TITLE: 28 Dec 15 RELEASED FOR PERMITTING J. HOGAN DRAWN: A. KLOTZKE DATE: 28 Dec 15 FOOTING AND ANCHOR BOLT . 1418 ELMRURST ROAD P°11111111241) SCALE: NONE DESIGN FOR SINGLE POLE ELK GROVE VILLAGE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF ICOM` DRIVE—THRU CLEARANCE 1 C o n IDENTITY SOLUTIONS INC., ANY UNAUTHORIZED FILE: 1ILLINOIS 60007 `USE OR DUPLICATION IS NOT PERMITTED /\... 51 2 ARM, BY OTHERS IdentHy Solutions 13" (4) #3 REBAR x 4'-0" LG. EQUALLY SPACED ON 18" CIRCLE w/(6) #3 REBAR TIES: TOP (3) IN FIRST 5" (2) ON 12" CENTERS, & LAST (1) ON 19" CENTER. ELECTRICAL ,tr''- CONDUIT / . / i ® ® � 4Y2„ ----- ; ® i ® 1 ['THREADED 4 / 1 PLAN VIEW coN',Poe QTY. CONCRETE: 0.5 CU. YDS. of .' TACK WELD 5'-75/8" MENU BOARD NUT (BY OTHERS) 2" THREADED -----f ANCHOR BOLT DETAIL al 034" ASTM F-1554 Gr. 36 STEEL a O ^ m Ln O.' W Z = w H M O 2 SZ cc 1 a --4- 6 :: \\___MENU BOARD D STRUCTURE, BYNOTHERS. 1 V 2'-2" CLADDING (BY OTHERS i f 431 N II n II rl II GRADE 4 I / // \\J a s II -,�---\/ v y / PER \///,° -11--'1--H-�^i //\\ LOCAL CODE \�\�\. ° -11 4--114-H. <-�ra-� i¢ `J) °1 ° I a\/ (4) #3 REBAR x 4'-0" LG. EQUALLY SPACED ON \_ ,..±,1._.:41:__:__. :' e di a \ 18" CIRCLE w/(6) #3 REBAR TIES: TOP (3) IN FIRST 5" L.., \ r I I° (2) ON 12" CENTERS, & LAST (1) ON 19" CENTER. I o ELECTRICAL i . 4a 1 P a CONDUIT 1 i i . 1 ° S °1 Id 1.- 1 4 L° ° . 14° I I I u I du I �o -�'a-� i . a FOUNDATION DESIGN NOTES: ° ° I 1. Concrete shall have a minimum compressive strength of 2500 PSI at 28 days. 2. Reinforcingsteel shall be ASTM A-615 Gr. 60. I ° i 9I 3. Caisson footing designed using a soil bearing force ai a i ° i of 100 PSF per foot Lateral based on Class 5 soils 1 d I ° I G ° / 4. Anchor bolts shall be ASTM F-1554 Gr. 36 steel. 1 I. ° I I aL \ 4:1,1 PROFf' 3" TYPICAL CLEAR N `r/0CONCRETE ,..] a807 �� ELEVATION VIEW ORE OH �°at t7. 1901 ���1r ,.090 W. L `1 " SITE: DESIGN WIND LOAD: Starbucks Based on the 2014 Oregon Structural Specialty Code (2012 IBC) Location N0. 3366 t.i\ using Exposure C and 120 mph wind speed. � ,,// (�` 13560 S.W. Pacific Highway //� Tigard, Oregon 97223 No. Date REVISIONS By (JOB # TITLE: ` A 28 Dec 15 RELEASED FOR PERMITTING J. HOGAN DRAWN: A. KLOTZKE DATE: 28 Dec 15 FOOTING DESIGN FOR MENU 1416 ELYHURSr ROAD SCALE: BOARD WITH AN O.A.H. ' ELK GROVE VILLAGE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF ICON, NONE Icon - HLD1013 60007 IDENTITY SOLUTIONS INC., ANY UNAUTHORIZEDFILE: 1 NONE 10 OF 6 -11/$ MENU BOARD USE OR DUPLICATION IS NOT PERMITTED J AND STRUCTURE, BY OTHERS. } Identity Solutions