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<br />ATTACHED ALUMINUM COVERS <br /> <br />'-../ <br /> <br />~ <br />~' <br /> <br /> <br />SEAlANT <br /> <br />~ 3" HEADER EXTRUSION <br />~ ~ 16 x 9/16'" TEK SPACED AT <br />~ ____ 6" O.C. BOTH SIDES <br />___ SEAlANT <br />j 1 0 x 1-1/2" S.M.S. OR WOOD <br />WOOD SCREw (1) PER RAFTER <br />OR TRUSS TAlL <br />EXISTING TRUSS OR RAFTER <br />1110 X 3/'" S.M.S. OR WOOD <br />SCREW SPACED AT 12" O.C. <br />3" ROOf PANEL <br />EXISTING fASCIA <br /> <br /> <br />SEALANT <br /> <br />~ J' HEADER EXTRUSION <br />~ ~ #6 x 9/lf,' TEK SPACED AT <br />~ ____ E5' O.C, BOTH SIDES <br />___ SEAlANT <br /> <br />fOR MASONRY USE 1/4" 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 />RJOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />N( 1ES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS Buns OR THE SUB-fASCIA fRAMING WHERE POSSIBLE <br />ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS Buns / SUB-FASCIA AND THOSE AREAS SHALL HAVE <br />DOUBLE ANCHORS. AU. 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 CONNECTION REQUIREMENTS <br />LOAD CONDIllONS <br />GlJI,SS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS <br />HO::;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) @ l' O.C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C. <br />SCI:EEN. VINYL. AND CARPORTS <br />HO:;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 @ l' O.C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' O.C. <br /> <br />~ <br /> <br />SI LJCE TO BE LOCATED 1/4 TO <br />1 .:1 BEAM SPAN AND <br />S'I AGGERED EACH SIDE Of SElf <br />M.\TING BEAM <br /> <br />1 d-.50" -r- d-.50" -{ <br />+ + + + + + + + <br /> <br />1" MAX. <br /> <br />B', AM SPUCE SHALL BE t.lIN. <br />01 d-.50" HEIGHT AND <br />2 (d-.50") IN LENGTH <br />h';r~. SCREWS PER SPUCE <br />TurAL / SIDE Of SPUCE <br />2' x 4" 4/2 <br />2' x 5" 4/2 <br />:r' x 6 4/2 <br />2' x 7" 6/3 <br />2' x 6" 6/4 <br />2' x 9" 10/5 <br /> <br /> <br />DENOTES SC EW PATIERN I ~ <br />NOT NUMBER OF SCREWS l-b <br /> <br />+ + + + + + + + <br /> <br />~r <br />:u <br /> <br />J <br /> <br />d ; HEIGHT OF BEAM <br /> <br />I" t.lAX. <br /> <br />PLA TE TO BE SAME WALL <br />THICKNESS AS BEAM <br /> <br />PLATE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />ClVll. BNOlNEER elk DEVELOPMENT CONSUI:rANT <br />P. O. BOx 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (9004) 767-4n4 <br />FAX' 1 (9004) 767-Cl556 <br /> <br />.--/ <br /> <br />o COPYRi 3HT, 1900 <br />NOT TO ('.I: REPRODUCED IN WHOLE OR IN flJ.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />.., <br /> <br />44 <br />