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<br />ATTACHED ALUMI~UM COVERS <br /> <br />F A~; TEN ED DETERMINED <br />BA~;ED ON CONSTRUCTION <br />OF HOST STRUCTURE <br /> <br />HOST <br />STRUCTURE <br />OR FASCIA <br /> <br /> <br />/ <br /> <br />PAN OR COMPOSITE PANELS, <br />USE CORROSION RESISTIVE SCREWS. PANS <br />ANCHORED W/ #10X1!2" @ 3/PAN INTO <br />RECEIVING CHANNEL AND 1 #1 Ox1 /2" @ <br />RIDGE CAP CONNECTION TO RECEIVING <br />CHANNEL. COMPOSITE PANELS USE <br />1/4"x t+l/2" WITH 1/4" WASHERS SCREW <br />THROUGH RECEIVING CrlANNEL FROM TOP <br />CAULK ALL CONNECTIONS. <br /> <br />...J <br /> <br />CONNECTION REQUIRED <br />(SEi: DETAIL) <br /> <br />~ <br /> <br />EXTRUDED OR BREAKMETAL HEADER <br />0,032" MIN, <br /> <br />CONNECTION TO HOST STRUCTURE <br />HIJST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS <br />LOAD CONDITIONS LOAD CONDITIONS <br />WIND VELOCITY LOADS DEAD + LIVE LOADS <br />GI.ASS ROOMS <br />HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />-. CONCRETE 1/4"xl-l/8" 80NCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C. <br />;, WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C.------------>2 @ 1" O.C, <br />SCREEN, VINYL, AND CARPORTS <br />H8ST STRUCTURE 100 MPH 11 0 MPH 120 MPH 22#/SF 32#/SF 57 #/SF <br />1. CONCRETE 1/4"xl-l/8" CONCRETE SCREWS @ 12" O,C.------>2 @ l' O.C. <br />:? WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O,C.----------->2 @ l' 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 />PL\TE TO BE SAME WALL <br />TH CKNESS AS BEAM <br />PU\ TE CAN BE INSIDE OR <br />OU TSIDE BEAM OR LAP CUT <br />BE/\M SPLICE SHALL BE MIN. <br />OF d-1/2" HEIGHT AND <br />2(d-1/2") IN LENGTH <br />MIf'J. SCREWS PER SPLICE <br />TO r AL / SIDE OF SPLICE <br />2" x 4" 4 / 2 <br />2" x 5" 4 I 2 <br />2" x 6" 4 I 2 <br />2" x 7" 6 I 3 <br />2" x 8" 8 I 4 <br />2" x 9" 10 / 5 <br /> <br />.-J <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 />3/4" <br /> <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 />[b@w[]'@Ui)@@ ~o [2@Ui)Ui)@GGg ~o@\o <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 />J <br /> <br />@ C.)PYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P,[, <br /> <br />SECTiON: ":'1 <br />V <br /> <br />I"AGI.:: Q;)j'~13 <br /> <br />-46- <br />