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0 31.:111J0N00 <br /> PREPARED FOR: <br /> q►nu.hl7 ' ARM ALUMINUM <br /> , <br /> .�� �v_ <br /> .� ""Pof t end 17 Floridaomeal the fide Edition <br /> of the 2017 Flla Bu�d'mg Code <br /> • EUH E.REMMERT,P.E.39610 <br /> TYP. SMB = =BMAR ENGINEERING,INC. <br /> SIZE VARIES : w_ FLORIDA33 <br /> � T TE OF 1Q598-,F3 FAX <br /> (8,13) 15- <br /> ��}598-4643 FAX(813)655-0061 <br /> =,o,�, . F�0 R\��' <br /> ° COMPOSITE ROOF PANEL 5) GUTTER ATTACHED TC�-,,�FSS� <br /> ( BEAM 2/ #8 X 9/16" TEK�''�F,F„�,! P, ;, YP.) <br /> #10X4" SMSW/ NEO <br /> #12X3/4" SMS EACH SIDE o WASHER PER 4 FT PANEL @ 8 O.C. STAGGERED SCREENING <br /> (SEE ATTACHMENT SCHEDU�L�E)i,: #10 X 2" SMS <br /> V <br /> 'fir,:. PAN ROOF: (5) #8 X 9/16 "i <br /> TEK PER 1 FT OF PANEL ;' ` 1"X 2"OB <br /> 1.5 2.125 X. �62 <br /> RECEIVING CHANNEL <br /> 0 <br /> 0 <br /> 1/4" CONCERET ANCHOR EXISTING CONCRETE TIE BEAM OR <br /> WOOD FRAMED WALL (BY OTHERS) <br /> o <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 /> l <br /> BEAM SIZE #12 SMS CONCRETE ANCHORS 1/4" LAG SCREWS 0.082" RECEIVING <br /> EACH SIDE fdCH`,SIDE EACH SIDE CARRIER BEAM CHANNEL <br /> 2"X4" PB 3 =i 2� :.I dl,,'� 2 <br /> 2"x4° SMB 3 ? ` 2 #12 SMS @ 24" <br /> 2"X5" SMB 3 z 2 O.C., TOP AND <br /> 2"x6" SMB 4 d 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"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 /> BEAM CONNECTIONS <br /> BEAM TO WALL 4mm a 12 <br /> n f�d1,RPd�:�ds1 4r*� PROPOSED SCREEN ROOM ADDITION-BFIIMCONNECTION DETAILS ENGINEERING, INC. <br /> Id1lDflllt OFA1L5 m DM Ant51eN of -I- <br /> P.O.Bos/5� Vrkq FL .%5 KJ FU(313)&4GOLf <br /> eo�� i-i mnn conc•crc �' tl BEAMS i-0 Re1phERemmeQP.E <br /> v <br />