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METAL ROOF DECK; <br />REFER TO PLAN. <br />HSS STOREFRONT BEAM (LOW). <br />REFER TO PLAN. <br />WALL SECTION <br />SCALE. 3/4" - V-011 <br />1/2" ISOLATION <br />JOINT <br />EXTERIOR SLAB. REFER <br />TO ARCH FOR STEP AND <br />SLOPE. <br />(1) S CONT. TOP <br />(2) S CONT. 5OTT. <br />CONT. 3 5/8", IS GA. TRACK <br />la'-4"AIN <br />TOP/METAL STUD <br />-3 5/8", 18 GA. METAL STUD <br />FRAMING Al 16" O.C. MAX. <br />(TYP.) U.N.O. <br />WKWAAII <br />------------ ------- <br />----------------------------- TOP/STEEL <br />WALL SHEATHING. REFER <br />TO ARCH. (TYP.) <br />(4) w10 TEK SCREWS <br />- -------------------------- <br />J <br />15'- 2 1/2 <br />t <br />.......... .......... ---- --- --------- LSTEEL <br />...E5OTT./mETAL STUD(COOR'D. vu/ ARCW.)aIr-'5000T T J"E BEAM. RD, L1/4LA4CT-U14D1 <br />REFER TO PLAN. CONT. L2" x 2" x 16 GA <br />w/ (2) 440 TEK SCREWS <br />STEEL ROOF JOIST. AT LEG AT EA. STUD. <br />REFER TO PLAN_ <br />PRE-ENGINEERED <br />CONT. L3" x 3" x 1/411 ALUMINUM COMPOSITE <br />PANEL AND CONNCTIONS <br />WELDED To JOIST. <br />BY DELEGATE SPECIALTY <br />ENGINEER. <br />CONT. 3 rp/&", 113 GA TRACK w/ (4) <br />0.145"0 FVF's AT EA. PSS. FASTEN <br />TRACK TO NESTED STUD wit 010 TEK <br />SCREWS AT 12" O.C. MAX. EA. LEG. <br />—CONT. 3 5/&-, IS GA TRACK w/ (2) <br />CONT. 3 5161, 16 GA. <br />ROWS OF 010 TEK SCREWS AT 1211 <br />METAL STUD <br />O.C. MAX. <br />REVISIONS BY <br />REV. 4 -1/25/11 <br />F <br />El <br />ti <br />ti <br />RIK`- <br />.... 1z W r <br />U u) Ln an <br />`iI OC)z u- U-) <br />•Lr) <br />r�) <br />0) <br />iuq- <br />Ce -5 r- <br />Luo C,4 <br />Z <br />Q LL. X <br />=2 Lo <br />-1", d C, �t <br />V) &-- <br />LAJ 0 <br />LLJ- <br />_u J <br />Lr) <br />U) 0) =Ck <br />C <br />0 0 <br />C-) U C14 <br />V5r- <br />C <br />C) <br />C14 <br />O lot <br />O <br />Lf) <br />C 0 <br />_J :3 <br />Cr <br />L.,) C3 <br />x <br />LL, C) <br />— 0) 0 <br />L) -y <br />V) C) L. <br />< Ld 0 <br />Lo <br />0 < <br />a 0 C)o <br />0 <br />L. <br />a_ <br />IV <br />1 <br />LL- <br />Date: 12. 15. 10 <br />Scale: AS NOTED <br />Project Mgr: GM <br />Drawn: — <br />Job: 09-45 <br />Sheet <br />3s2 <br />