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a °'%%%% RE Ilq <br /> ARM FM <br /> ' ARM ALUMINUM <br /> Those Wane and Stmda de meet the 6th Eff. <br /> �• of the 2017 Florida Buld'mg Coda <br /> d. ° <br /> ' A�E OF r Uj= <br /> p d• ••. RAIPH E REMMMT.P.E.39610 <br /> TYP. SMB . ,� •F�O R�QP: CAN 17457 <br /> 66 <br /> SIZE VARIES a ° " "'�SS E� �,`` (813) LRICO.FLORIDA OF (8 3) 1 5 0061 <br /> fill NAL1��� . <br /> • � COMPOSITE ROOF PANEL (5) GUTTER ATTACHED TO a BEAM 2 9 " <br /> °. a — #10X4" SMSW/ NEO / #8 X /16 TEK SMB (TYP:) <br /> ® 8" O.C. STAGGERED <br /> #12X3/4 SMS EACH SIDE I ;o �-- p WASHER PER 4 FT PANEL SCREENING <br /> (SEE ATTACHMENT SCHEDU�LE);t; a a. #10 X 2" SMS ' <br /> 1 j( Jy ° <br /> PAN ROOF: (5) #8 X 9/16" <br /> 1.5" 2.125"X.062" a TEK PER 1 FT OF PANEL 1"X 2"OB <br /> RECEIVING CHANNEL <br /> 0 <br /> 1/4 CONCERET ANCHOR EXISTING CONCRETE TIE BEAM OR r_. � '} "M1� {; 0 <br /> WOOD FRAMED WALL (BY OTHERS) s � s <br /> t. <br /> 0 <br /> 2 X 0.050" STRAP ® EACH BEAM LOCATION <br /> ATTACHMENT SCHDULE <br /> BEAM MASONRY WALL WOOD FRAME WALL EXTRUDED SUPER GUTTER 1.5" X 2.125" X <br /> BEAM SIZE #12 SMS CONCRETE ANCHORS lle LAG SCREWS 0.082" RECEIVING <br /> EACH SIDE fie' EAGH SIDE EACH SIDE CARRIER BEAM CHANNEL <br /> 2'X4' PB 3 f,j 2 2 <br /> 2'X4' SMB 3 2 '` 2 #12 SMS ® 24" <br /> c r �'� <br /> 27X5' SMB 3 '� , j , 2 2 O.C., TOP AND <br /> 2'X6' SMB 4 ' ' 3 3 NOTE: SMS TO BE PLACED A MINIMUM OF 0.5" BOTTOM WITHIN 3" - <br /> 2'X7' SMB 5 3 3 FROM EDGE AND A MINIMUM OF 0.75" O.C. OF END OF BEAM. <br /> 2'X8' SMB 6 4 4 UNLESS OTHERWISE SHOWN.- <br /> 2'X9"XO72' SMB 6 4 4 BEAM TO GUTTER/ SCREEN ROOM <br /> 2"Xg'X.082" SMB 6 4 4 <br /> N.T.S. <br /> 2'X10' SMB 7 4 4 <br /> BFAM t�crlCes <br /> lag Qm a Q <br /> BEAM TO WALL =MENMW +-FMC°"+E-Ct*NWTAU ENGINEERING, INC. <br /> t-- p&�L701 RRRt <br /> ti ■ a w PAtlsidw wiaatam wsnnsRpO�� FMM MMM <br /> er— aoNoe e� py R RaphEl�,YnOmf,P.E <br />