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PLAN <br />2X4 EDGE BEAM <br />cA\D DINES BRACE FASTEN <br />TO 2X4 EDGE BEAM <br />2" X2" X 5" X, 050 U CHANNEL <br />FASTEN TO GARAGE WALE WITH <br />(3) #10 TEK SCREWS WITH <br />WASHERS STAGGERED <br />COVERED <br />�3� <br />2' X6' X. 050 RIDGE BEAM <br />U7 <br />N <br />FASTEN RECEIVING CHANN <br />WITH 14 TAPCONS X 3 1/2" 24" O.C. <br />(2) ROWS STAGGERED <br />RAW <br />VA[ <br />2X4 SMB EDGE BEAMS FASTEN <br />2X4 KNEE BRACE FASTEN TO 2X4 EDGE BE <br />BRACE FASTEN TO 2X4 EDGE BEAM <br />PLAIV\ <br />3' COMP❑SITE PANEL ROOF <br />INSTALL PER MFGRS SPECIFICATIONS <br />FASTEN RECEIVING CHANNEL TO HOST <br />WITH #14 TAPCONS X 3 1/2" 24" O.C. MAX <br />(2) ROWS STAGGERED <br />Ei <br />VIEW <br />FASTEN TO 2' X6' X, 050 RIDGE BEAM WITH <br />3'x3' MIDDLE POST FASTEN WITH <br />(2) 5/16' THRU BOLTS WITH WASHERS AND NUT <br />CORRISION RESISTANT <br />FASTEN TO 2' X5' X. 050 SUPPORT BEAM WITH <br />3'x3' MIDDLEPOST FASTEN WITH <br />(4) #10 TEK SCREWS WITH WASHERS STAGGERED <br />EACH SIDE <br />TTEKTREWSHWITHL <br />STAGGERED <br />EXISTING CONCRETE SLAB <br />12' _ 3„ 1 2, <br />—921 <br />�-- —25' <br />DETAIL A A <br />3' C❑MPOSITE PANEL R❑❑F <br />2 5' <br />(5)T#1OTTEKO CREWSEWITHBWASHERSHSTAGGERED <br />0 <br />2"X 5" EDGE BEAM <br />I FASTEN TQ 3X3 COLUMN W/ <br />(2 5 16 DIA THRU BOLT WASHERS" NUTS <br />CORRISION RESISTANT <br />5/16-18 HEX HD BOLT, WASHERS &NUT <br />CORROSION RESISTANT(2) <br />^f V/ 11 t-1 l r nr wu rv--- III - MIERHANG <br />IS" <br />VAN <br />:N KX2QFSMBCEDG EBEAM WITH <br />:10 TEK SCREWS WI H WASHERS STAGGERED <br />2"X 5" EDGE BEAM <br />FASTS TQ 3X3 COLUMN W <br />(2) 5%16 DIA THRU BOLTS, WASHERS" NUTS <br />CORRISION RESISTANT <br />5/16-18 HEX HD BOLT, WASHERS &NUT <br />CORROSION RESISTANT(2) <br />0-) <br />2' X6' X. 050 RIDGE BEAM <br />SIDE VIEW <br />F/10-0/19 rMIN/11 <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition <br />David W. Smith, P.E. #53608 <br />