Laserfiche WebLink
<br />ATTACHED ALUMiNUM COVERS <br /> <br />PAN OR COMPOSITE PANELS, <br />/ USE CORROSION RESISTIVE SCREWS. PANS <br />ANCHORED W/ #lOX1/2" @ 3/PM~ INTO <br />~ ;* RECEIVING CHANNEL AND 1 #lOx1/2" @ <br />// =,,_ I RIDGE CAP CONNECTIO!'J TO RECEIVING <br />L~i r'~, CHANNEL. COMPOSITE PANELS USE <br />/ /;''''T?X':, t}1/4"X t+1/2" WITH 1/4" WASHERS SCREW <br />~ ! '-J THROUGH RECEIVING CHANNEL FROM Tep <br />....J.. ~' , C, AUL.K ALL CONN, ECT.IONS., <br />CONI'JECTION REQUIRED <br />(SEE DU ;\IL) <br />[XTRL ,J OR BREAKMETAL H~ADER <br />0.032" 1',1IN. <br /> <br />1- ASI [NED DETERMINED <br />BASED ON CONSTRUCTION <br />OF /"OST STRUCTURE <br /> <br />--.J <br /> <br />HOST <br />STRUCTUPE <br />CI~ FASCIA <br /> <br />CONNECTION TO IlOST STRUCTURE <br />HOST STRUCTURE OR FACIA & SUB-FACIA cor'JNECTION REQUIREMDHS FOR VARIOUS <br />LOI\D CONDITIONS LO/\D CONDITlm~s <br />WIND VELOCI TY LOADS DEAD + LIVE ,_OADS <br />GL/ISS ROOMS <br />HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />1, CONCRETE 1/4"x1-1/8" eONCRETE SCREWS @ 12" O,C.------>2 @ ,. O,C. <br />2 WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C,------------>2 @ 1" O,C. <br />SCF-~EEN, VINYL, AND CARPORTS <br />HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />1, CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O,C.------>2 @ ,. O,C, <br />2, WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C,----------,->2 @ ,. O,C, <br />NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA <br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE <br />TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS <br /> <br />ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4" WASHERS <br />OR SHALL BE WASHER HEADED SCREWS. <br />PLATE TO BE SAME WALL <br />THICKNESS AS BEAM <br />PLA"T CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br />BEAt'il SPLICE SHALL BE MIN. <br />OF cj-1/2" HEIGHT AND <br />2(d-'l/2") IN LENGTH <br />MIN, SCREWS PER SPLICE <br />TOT/\L / SIDE OF SPLICE <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 />-..J <br /> <br /> <br />SPLi CE TO BE LOCA TED 1/4 TO 1/3 <br />BEAM SPAN AND STAGGERED EACH <br />SIDE OF SELF MATING BEAM <br /> <br />d-l/2" d-l/2" <br />~ r l' <br />1 ' <br /> <br />1" MAX. <br /> <br />d=HEIGHT OF BEAM <br /> <br />3/4" <br /> <br />.. <br /> <br />1" MAX. <br /> <br />DENOTES SCREW PATTERN <br />NOT NUMBER OF SCREWS <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />!b@wQ'@O'O@@ @:c m@O'OO'O@1}1}g IPc@:c <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O, BOX 4368 S, DAYTONA, FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />@ CCPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P,E, <br /> <br />,J <br /> <br />SECTION: 3 <br />PAGE: (S)~~3 <br />