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<br />ATTACHED ALUMINUM COVERS <br /> <br /> <br />/'/' <br />/~ ./' <br /> <br />-------------.---. <br /> <br />--~---l- <br /> <br />. ~---____u_:/'-__ <br /> <br />~t-= <br /> <br />',I AI ANI <br /> <br />,3" HE ADfR fXTRUSION <br />/Iii x 9/IG" IlK SI'N:1I1 AI <br />R" O.e. IJOlfI SlIlf S <br />"IAIANI <br /> <br />#10 x 1 1/2" S.MS OR WOOD <br />WOOD SCREW (1) PER RAIlER <br />Oil TRUSS IAII <br />LXIS11NG muss OR RAF1LR <br />#10 X -3/4" S.MS OR WOOD <br />SCREW SI'ACf [) AT 12" O.C <br /> <br />j" fWOI' PANf I <br />LXIS liNG I ASCIA <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />',IAIANI <br /> <br />:;" Ilr AD If, fxmUSIDN <br />/IN x 9/16" ILK SPAUll AT <br />R" 01: nlllll SIDI'~ <br />SIAIAI~i <br /> <br />EOR MASONRY USL 1/4" x <br />1 1/4" TAPCON ANCHOR OR <br />I QUAI SPACI {) AI ;,1" D.e. <br />I Of, WOOD USE #10 x 1--1/2" <br />S.MS OR WOOD SCREWS AT <br />17" oc. <br /> <br />J" ROOF PANEl <br /> <br />LXISTlNG f1DSI smUCIURL <br />WOOD r-RAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOTES: WOOD STRUCTURES SHOUlD CONNFCT TO TRUSS BUTTS OR TflE SUB- FASCIA FRAMING WHERE 1'0,;SI[1I f <br />ONLY 15% OF SCREWS CAN BE OlJ1SIDE THE TRUSS Bur TS / SlJB.-JASCIA AND THOSE AREAS SHAll HAVE <br />DOUBLE ANCHORS. AI L SCREWS INTO THf HOST STRUCTURF SflAI L HAVE_ MIN. 1 1/4" WASflERS <br />OR SHALL BE WASHU, HEADED SCRLWS <br /> <br />HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNEC1l0N REQUIREMENTS <br />lOAD CONDITIONS <br />GLASS ROOMS WIND VELOCITY lOADS DEAD + LIVE lOADS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF <br />1. rONCRr~Tf l/'1"xl 1/8" CONCRflf c;CI\! W(~ (ii) 1)" OC 7) l!i> l' (Jl' <br />2. WOOD Ff~AM[ 1/4"x2" LAG SCf\[WS @ 6" O.c.- -.-- - ------>(2) @ 1" O.c. <br />SCREEN, VINYL, AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH <br />1. CONCREfE 1/4"x1--1/S" CDNCRIII SCI~fWS <br />2. WOOD FF~AML 1/ 4"x}" LAC SCI\I W~; @ 1)" <br /> <br />SPLlCL TO BE LOCATED 1/4 10 <br />1/3 BEAM SPAN AND <br />ST AGGERED EACH SIDE OF SELF <br />MA TING BEAM <br /> <br />BEAM SfJLlCL SHALL 8L MIN. <br />OF d-.50" HEiGHT AND <br />2 (d-.50") IN LENGTH <br />MIN. SCREWS PER SPLICE <br />TOT AI / SIDt OF SPlICF <br /> <br />7" x 4" 4/7 <br />2" x 5" 4/2 <br />2" x 6 4/2 <br />2" x 7" 6/3 <br />2" x 8" 8/4 <br />2" x 9" 10/5 <br /> <br />22#/SF 32 #/SF 57#/SF <br />@ 1'2" O.C----->) @ l' D.C <br />OC >> ~cp l' (J.e. <br /> <br />75" I <br /> <br />d .50' r d .:)0" 1" MAX. <br /> <br />+ I ~ " +~-;-;-li~-J <br /> <br />DENOTES sc EW PA TITRN I ~ <br />NOT NUMAFR 0, SCR[WS I ~, ,1 <br /> <br />+ + + + + + + + ~ <br /> <br />1" MAX <br /> <br />'0 <br /> <br />d = HEIGHT OF BEAM <br /> <br />PLA TE TO BE SAME WALL <br />THICKNESS AS BEAM <br /> <br />Pi A Tf CAN R[ INSID[ OR <br />OlJ ISIDL BLAM OR LM' CU r <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER & DEVELOPMENT CONSUlTANT <br />PO. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX # 1 (904) 767~6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE. <br /> <br /> <br />44 <br /> <br /> <br />TYPICAL BEAM SPLICE DETAIL <br />