Laserfiche WebLink
<br />A TT ACHED ALUM~NUM COVERS <br /> <br />F f,. TEN ED DETERMINED <br />BA :;[D ON COr\jSTRUCTlm~ <br />Of-- ,'OST STRUCTURE <br /> <br />HOST <br />STRUCTURE <br />OR FASCIA <br /> <br /> <br />/ <br />~ <br /> <br />PAN OR COMPOSITE Pi;NELS. <br />USE CORROSION RESISTIVE SCREWS, PANS <br />ANCHORED W/ #lOX1/2" @ 3/PAN INTO <br />RECEIVING CHANNEL MJD 1 #lOx1/2" @ <br />RIDGE CAP CONNECTIOI\! TO RECEIVING <br />CHANNEL. COMPOSITE PANELS USE <br />1/4"x t+1/2" WITH 1/4" WASHERS SCREW <br />THROUGH RECEIVING CHANNEL FROM TOP <br />CAULK ALL CONNECTIONS. <br /> <br />---/ <br /> <br />COj[\JECTION REQUIRED <br />(S[E DETAIL) <br /> <br />~ <br /> <br />EXTRUDED OR BREAKMETAL HEADER <br />0.032" MIN. <br /> <br />CONNECTION TO HOST STRUCTURE <br />HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS <br />LJAD CONDITIONS LOAD CONDITIONS <br />WIND VELOCITY LOADS DEAD + LIVE LOADS <br />C./\SS ROOMS <br />110ST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32;FlSF 57#/SF <br />I. CONCRETE 1/4"x1-1/8" <:ONCRETE SCREWS @ 12" 0,C.------>2 @ l' O.C, <br />) WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C.------------>2 @ 1" O.C. <br />S.:F~EEN. VINYL. AND CARPORTS <br />~8ST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />I. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' O,C. <br />) WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.------------>2 @ l' O.C, <br />~JTES: 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 />Tl-ICKNESS AS BEAM <br />PLATE CAN BE INSIDE OR <br />Ol TSIDE BEAM OR LAP CUT <br />BE AM SPLICE SHALL BE MIN. <br />OF d-1/2" HEIGHT AND <br />2(j--1/2") IN LENGTH <br />MI,I. SCREWS PER SPLICE <br />TCTAL / SIDE OF SPLICE <br /> <br />2" :< 4" 4 /; 2 <br />2" x 5" 4 2 <br />2" x 6" 4 ;/ 2 <br />2" x 7" 6:3 <br />2" ;< 8" 8 / 4 <br />2" x 9" 10 / 5 <br /> <br />'../ <br /> <br /> <br />SPLICE TO BE LOCATED 1/4 TO 1/3 <br />BEAM SPAN AND STAGGERED EACH <br />SIDE OF SELF MATING BEAM <br /> <br />1" MAX. <br /> <br />d=HEIGHT OF BEAM <br /> <br />1" MAX. <br /> <br />DENOTES SCREW PATTERN <br />NOT NUMBER OF SCREWS <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />[1@W[?@(fi)@@ [30 W@(fi)(fi)@naf) [;)D~O <br />CIVIL ENGINEER AND DEVELOPMENT CON'::;UL TANT <br />P,O, BOX 4368 S, DAYTONA. FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />.J <br /> <br />@ C:'JPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E, BENNETT, P,E. <br /> <br />SECTION: :3 <br />PAGE: (1j)~i13 <br /> <br />-46- <br />