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o.j 3GaON00 sa <br /> PREPARED FOR: <br /> ARM ALUMINUM <br /> 0 <br /> ``\`\\\\►Illlifl ,,,Q <br /> These Plans and Standards meet the 6lh Edition <br /> ] of the 2017 Florida Bulding Cade <br /> a a. 9610 RALPH E.REMMERT,P.E.39610 <br /> TYP. SMB ^* *' CAN N ERI <br /> 457 <br /> JBM&R ENGINEERING,INC. <br /> �� P.O.BOX 1566 <br /> SIZE VARIES a d �l3 TATE OF �•`�(/ (813)598-04643 FLORIDA <br /> FAX(813)615560061 <br /> < P.= ��I <br /> ° : COMPOSITE ROOF PANEL (5) GUTTER ATTAC f��pR1Q• <br /> ° <br /> BEAM 2/ #8 X 9 J'(' AL�C (TYP.) <br /> _' - — #10 X 4" SMS W/ NEO ,,,, 1 <br /> #12X3/4" SMS EACH SIDE a WASHER PER 4 FT PANEL © 8" O.C. STAGGERfffj' �' EENING <br /> (SEE ATTACHMENT SCHEDULE) 1 #10 X 2" SMS <br /> 1 PAN ROOF: (5) #8 X 9/16» >, <br /> ° TEK PER 1 FT OF PANEL .`' 1"X 2"OB <br /> 1.5 2.125 062 <br /> RECEIVING CHANNEL a - <br /> 1/4 CONCERET ANCHOR EXISTING CONCRETE TIE BEAM OR <br /> WOOD FRAMED WALL (BY OTHERS) == <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 /> As <br /> BEAM SIZE #12 SMS CONCR ANCHORS 1/4" LAG SCREWS 0.082" RECEIVING <br /> EACH SIDE EACH SIDE EACH SIDE CHANNEL <br /> CARRIER BEAM <br /> 2"X4" PB 3 2 f 2 <br /> 2"X4" SMB 3 2 4 2 #12 SMS @ 24" <br /> 2"X5" SMB 3 ;v 2 r: ;;' '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 /> ZA <br /> 2"X8" SMB � 4 4 UNLESS OTHERWISE SHOWN. <br /> 2"Xs"X.072" SMB 6 4 4 BEAM TO GUTTER/ SCREEN ROOM <br /> 2"X9"X.082" SMB 6 4 4 <br /> N.T.S. <br /> 2"X10" SMB N.T.S. 7 4 4 <br /> BM crolrgcrloes <br /> BEAM TO WALL a �,�P� PROPOSED SCREEN ROOMADDITION-�CONNECTION�� ENGINEERING, INC. <br /> imvmia lwnvxs «a nae iawex lrr a we rags wanraas ucraoslPulsuo rAXPA OMM RepItE Rlfinefj PE <br /> mew®® •iia as Nr9 � <br />