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<br />ATTACHED ALUMINUM COVERS <br /> <br />~, <br /> <br />"-.J <br /> <br />~.,. <br /> <br />. SEAlANT <br /> <br />~ S HEADER EXTRUSION <br />~., ~ '8 x 9/16" TEK SPACED AT '0 <br />~ ______ f5' O.C. BOTH SIDES / .- <br />. ___ SEAlANT <br />110 x 1 - 1/2" S.M.S. OR WOOD <br />WOOD SCRfYt <1> PER RAFTER <br />OR TRUSS TAlL <br />EXISTING TRUSS OR RAFTER <br />610 X 3/+- 5.104.5. OR WOOD <br />SCREW SPACED AT 12" O.C. <br />3" ROOF PANEL <br />EXISTING FASCIA <br /> <br /> <br />SEALANT <br /> <br />~ S HE;.OER EXTRUSION <br />~ ~ #8 x 9/16" TEK SPACED AT <br />~ ______ f5' O.C. BOTH SIDES <br />___ SEAlANT <br /> <br />FOR MASONRY USE 1/+" x <br />1-1/4" TAPCON ANCHOR OR <br />EQUAL SPACED AT 24" O.C. <br />FOR WOOD USE 110 x 1-1/2" <br />S.M.S. OR WOOD SCREWS AT <br />12" O.C. <br />3" ROOF PANEL <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME. MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />---~ <br /> <br />----- <br /> <br />R()OF PANEL TO FASCIA DErAIL <br /> <br />ROOF PANEL TO WALL DErAIL <br /> <br />NCES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE <br />ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND THOSE AREAS SHALL HAVE <br />DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/4" WASHERS <br />OR SHALL BE WASHER HEADED SCREWS <br /> <br />HO~ T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS <br />LOAD CONDIllONS <br />GU 5S ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS <br />Hm:,T STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF <br />1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O.C.----->(2) @'1' O.C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C. <br />SC~:EEN. VINYL. AND CARPORTS <br />HO~.r STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF <br />1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O.C.----->2 @ l' O.C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' O.C. <br /> <br />'-" <br /> <br />Bl .\M SPUCE SHALL BE MIN. <br />Of d-.5O" HEIGHT AND <br />2 (d-.50"> IN LENGTH <br />Mill. SCREWS PER SPUCE <br />1(1 rAl / SIDE Of SPUCE <br />2. x 4" 4/2 <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 /> <br />1- d-.50" ----r- d-.50"-{ <br /> <br />+ + + + + + + + <br /> <br />DENOTES SC EW PATTERN <br />NOT NUMBER Of SCREWS <br /> <br />1" MAX. <br /> <br />SF ICE TO BE LOCATED 1/+ TO <br />1/ ~ BEAM SPAN AND <br />Sl <,GGERED EACH SIDE OF SELF <br />M;, liNG BEAt.! <br /> <br />+ + + + + + + + <br /> <br /> <br />d = HEIGHT OF BEAM <br /> <br />I" MAX. <br /> <br />PLA TE TO BE SAME WAll <br />TtiICKNESS AS BEAM <br /> <br />PLA TE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVR. ENOINEER a: DEVELOPMENT CONSUlIANT <br />P. O. BOx -4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (llQ.4) 767....n 4 <br />FAX' 1 (llQ.4) 767-6556 <br /> <br />.......; <br /> <br />o COPYRliHT. 1006 <br />NOT TO BI REPRODUCED IN WHOLE OR IN fJt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />.., <br /> <br />44 <br />