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y 0 313dON00 <br /> PREPARED FOR. <br /> ARM ALUMINUM <br /> `11111111 1111 1/F/ These Plms and Stmdards meet the 6th Edition <br /> /// <br /> \\\, / of the 2DI7 Florida Building Code <br /> \\\ o M <br /> �• c i <br /> RALPH E REM MT.P.E.39610 <br /> TYP. SMB . 39610 JBM&R ENGINEERING,INC. <br /> BOX <br /> SIZE VARIES d p ° * * 31ALRICO,F�RIIDA1566 33595-1566 <br /> ..Q C01S 598-4643 FAX(813)655-0061 <br /> STATE OF <br /> GUTTER ATTACHED�l <br /> •'••• P••:'��- <br /> p ° a COMPOSITE ROOF PANEL (5) 2/ #8 X 9/16I-,j F 4OIv�B <br /> a — #10 X 4 BEAM <br /> SMS W/ NEO 5� ' •... ��\\ <br /> #12X3/4" SMS EACH SIDE, p WASHER PER 4 FT PANEL 8 O.C. STAGGERED // ,�,. <br /> (SEE ATTACHMENT SCHEDULE) 10 X 2 SMS <br /> t ° PAN ROOF: (5) #8 X 9/16" _ <br /> ° TEK PER 1 FT OF PANEL 1"X 2"OB <br /> 1.5' 2.1 5"X.062" <br /> RECEIVING CHANNEL <br /> a <br /> r f : <br /> 1/4" CONCERET ANCHOR EXISTING CONCRETE TIE BEAM OR X `` <br /> WOOD FRAMED WALL (BY OTHERS) I <br /> 2 X 0.050" STRAP @ EACH BEAM LOCATIV N l <br /> ATTACHMENT SCHDULE <br /> EXTRUDED SUPER GUTTER— <br /> BEAM X 2.125" X <br /> BEAM SONRY WALL WOOD FRAME WALL <br /> BEAM SIZE #12 SMS CONCRETE ANCHORS 1/4" LAG SCREWS 0.082" RECEIVING <br /> EACH SIDE CACH SIDE EACH SIDE CARRIER BEAM CHANNEL <br /> 2"X4" PB 3 2; 2 <br /> 2"X4" SMB 3 2,1 2 #12 SMS @ 24" <br /> 2"X5" SMB 3 z j ` 2 0.C., TOP AND <br /> 2"X6" SMB 4 W 3:1 3 NOTE: SMS TO BE PLACED A MINIMUM OF 0.5" BOTTOM WITHIN 3" <br /> 2"X7" SMB y5\• i 3: 3 FROM EDGE AND A MINIMUM OF 0.75" O.C. OF END OF BEAM. <br /> 2"X8" SMB 6 j 4;j 4 UNLESS OTHERWISE SHOWN. <br /> 2"X9"X.072" SMB 6 41 4 BEAM TO GUTTER/ SCREEN ROOM <br /> 2"X9"X.082" SMB r 6 r41 4 <br /> N.T.S. <br /> 2"X1O" SMB N.T.S. 7 a4 4 <br /> _ BEAM CONNECTIONS <br /> BEAM TO WALL dQ ] <br /> e SM FOR PD�r:m�s�dl�w ItR PROPOSED SCREEN ROOM ENGINEERING, INC.' <br /> I®FIOQmn= 10 YO[ If]®1 M C[ M PA.Ba Jae <br /> ViHalH3iW5 16e11pp�(e191�9f•, FAi'IBf316.SQ791 <br /> s�"�iw-��Li eam -i owe cowc.ccre C'- o� avc p R&phE Remmed,AE <br /> BE I� <br /> 11 <br />