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<br />ATTACHED ALUMINUM COVERS <br /> <br />_. <br /> <br /> <br />SEAlANT <br /> <br />~ ;; HEADER EXTRUSION <br />~ ~ 18 II 9/16" TEK SPACED AT <br />~ ____ 8" O.C. BOTH SIDES <br />___ SEAlANT <br />110 II 1-1/2" 5.1.1.5. OR WOOD <br />WOOD SCREw (1) PER RAFlER <br />OR TRUSS TAll <br />EXISTING TRUSS OR RAFTER <br />610 X 31"'- 5.1.1.5. OR WOOD <br />SCREW SPACED AT 12. O.C. <br />3. ROOF PANEL <br />EXISTING FASCIA <br /> <br />~ <br /> <br />~.~ <br /> <br />___.-l.\1.1U:..; <br /> <br /> <br />SEALANT <br /> <br />~ ;; HEADER EXTRUSION <br />~ ~ H8 ll9/16" TEK SPACED AT <br />~ ____ ff 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 />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOES: 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 I 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 />HmiT STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS <br />LOAD CONDITIONS <br />GL/l.SS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22 II/SF 32 II/SF 5711/Sf <br />1. CONCRETE 1/4"x1-1/8" 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 />SCfi:EEN. VINYL. AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH <br />1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" <br /> <br />22#/SF 32 II/SF 57#/SF <br />@ 12" O.C.----->2 @ l' O.C. <br />O.C.--------->2 @ l' D.C. <br /> <br />,-",' <br /> <br />SFUCE TO BE lOCATED 1/4 TO <br />l/J BEAM SPAN AND <br />S1 AGGERED EACH SIDE Of" SElf <br />MJ\ TING BEA" <br /> <br /> <br />1 d-.50. -r- d-.50. -=1' <br /> <br />+ + + + + + + + <br /> <br />DENOTES SC EW PATTERN I ~ <br />NOT NUMBER Of SCREWS l-b <br /> <br />+ + + + + + + + <br /> <br />1. MAX. <br /> <br />BE A" SPUCE SHALL BE "'N. <br />Of d-.SO. HEIGHT AND <br />2 (d-.50.) IN LENGTH <br />MIN. SCREWS PER SPUCE <br />TOTAL I SIDE Of" SPUCE <br />2' II 4. 4/2 <br />2' x 5. 4/2 <br />2' II 6 4/2 <br />2' x 7" 6/3 <br />2' II B. 8/4 <br />2' II g. 10/5 <br /> <br />-I <br /> <br />:0 <br /> <br />J <br /> <br />d = HEIGHT Of BEAM <br /> <br />1. "AX. <br /> <br />PLA TE TO BE SAME WALL <br />THICKNESS 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 />ClYU. ENGINEER 01: DEVELOPMENT CONSUlTANT <br />P. O. BOx 4368 SOUTH Gt.YTONA. Fl32121 <br />PHONE 1 (904) 767-4n4 <br />FAX . 1 (904) 767-6556 <br /> <br />........J <br /> <br />o COPYRt:lHT. 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />.., <br /> <br />44 <br />