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, qJI. 4' 13/16` <br /> 11 1 MILUKEN-MP3H STAPLE TRACK <br /> 1x2 x1/8'(6063-T5 ALLOY) MILLIKEN-MP3H STAPLE TRACK I 2 TYP.ALUM.Z / 1" /� <br /> / \ ��� 1'x2°x1/B'(6063-T5 ALLOY) BRACKET <br /> I RTAWM.TUBE RT ALUM.TUBE <br /> (5052-H34) — \ <br /> CANOPY FRAME CANOPY FRAME 4 x2 3l16 x3l16" <br /> 7/16"0 HOLE FOR <br /> #14 TEK SCREW _ O • : <br /> #14 TEK SCREW <br /> #14 TEK SCREW (2 PLCS. <br /> Z CLIP MOUNTING BRACKET Z CLIP MOUNTING .I ) <br /> N. N. BRACKET m \ <br /> I IN. <br /> I N. 1)2 0 LAG BOLT W/ is <br /> I N. 1/2'OTHRUBOLT I I <br /> 2'MIN.THREAD111 OM 7/16'0 HOLE FOR <br /> I I I '1_DOUBLE NUT OR CRIMP THREADS I I \N. ENGAGEMENT 3I8"0 WALL <br /> FASTENER(2 PLCS.) <br /> I I I I STEEL ANGLE BLOCKING 1 1 2x WOOD BLOCKING <br /> 33B' \ 0 <br /> UPPER CONNECTION-THRU BOLT OPTION O UPPER CONNECTION LAG BOLT OPTION IYP.ALUM.Z BRACKET(6052-H34) O <br /> SCALE NTd SCALE NTS. SCNE:an 3 <br /> III // / t Y <br /> I / / MD MAXIMUM REACTIONS @ MD MAXIMUM REACTIONS <br /> I I I I I I / // x I I / / EA.UPPER Z-CUP @ EA.LOWER Z-CLIP <br /> / -REF.DETAIL 1 DWG 5 -REF.DETAIL 1A DWG 5 <br /> I f I / RTALUM.TUBE I I / CANOPY FRAME 5,=+300 lbs/-425 lbs 5,_+660 lbs/ 300 lbs <br /> I I I / CANOPY FRAME Fy=+/-3601bs Fy=+/-365 lbs <br /> — Fz=+/- 60!Us FE_+/- 901bs <br /> Ille* <br /> #14 TEK SCREW#14 TEK SCREW Z CLIP MOUNTING BRACKETZ CUP MOUNTING BRACKET <br /> irrjh <br /> 1/2'0 LAG BOLT WI <br /> �� 2'MIN.THREAD ENGAGEMENT NOTE: NOTE: <br /> i 11 <br /> i 1/2"O THRU BOLT 2x WOOD BLOCKING APE OF THIS ENGINEERING IS LIMITED TO IF WALL SURFACE IS EtFS OR <br /> r r ATTACHMENT TO THE WALL ONLY.BUILDING EQUIVALENT FINISH,METAL PIPE <br /> ,i 1 ENGINEER TO VERIFY ADEQUACY OF THE <br /> DOUBLE NUT OR CRIMP THREADS EXISTING STRUCTURE TO RESIST ADDITIONAL MOUNTING LOCATIONS.RY AT ALL <br /> I I SPACERS ARE NECESSA <br /> STEEL ANGLE BLOCKING LOADS SHOWN,THIS ENGINEER NOT <br /> RESPONSIBLE FOR EXISTING STRUCTURE. <br /> LOWER CONNECTION-THRU BOLT OPTION 1 A LOWER CONNECTION-LAG BOLT OPTION <br /> 0 J . <br /> SCVE:NT6 SCAM NTR <br /> NOTES *CLIENT-ATLAS <br /> *2018 IBC W/WA AMMENDMENTS <br /> 1.)SEE MANUFACTURERS DRAWINGS *RISK CATEGORY II <br /> FOR ADDITIONAL DETAILS AND *110 MPH WIND SPEED,EXP.C <br /> DIMENSIONS. *26 PSE GROUND SNOW LOAD <br /> 1 • <br /> y <br /> 1 <br /> �+ <br /> PROJECT: DRAWN BY: CHECKED 8Y: COMM.NO. DATE: DRAWING NO. <br /> LOURS J. CORTINA, P.E. 1302 SE EVERETT MALL WAY,EVERE"IT,WA 98208 DJB TSM 230552.013 11/16/23 ` <br /> DWG. 3'228 <br /> _ DRAWING TIRE: REV DATE DRAWN BY <br /> 299SUITE WEDIBOARBER.RD. PHONE <br /> .584.0999 1 11RWp RIB 1,_,la'. 19 <br /> KNOXVILLE,TN 37919 TRADER JOES - EVERETT MALL - ' �' o 23 <br />