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<br />'. , <br /> <br />FASTl!NE.o DETERMINED <br />'BASE9 ON . CONSTRUCTION <br />,OF HOST STRUCTURE <br /> <br />HOST <br />STRUCTURE <br />OR ,.F:~SGFA <br /> <br />CONNECTION REQUIRED <br />(SEE DETAIL) <br /> <br />GLASS ROOMS <br /> <br />@ COPYRIGHT. 1995 <br /> <br />1ft! <br />it! <br />,. <br /> <br />Ii <br /> <br />A TT ACHED ALUMINUM COVERS <br /> <br /> <br />! <br />f; <br />! <br /> <br />PAN OR COMPOSITE PANELS. Ii <br />USE CORROSION RESISTIVE SCRE ". PANS <br />ANCHORED W/ #lOX1/2" @ 5/P :, INTO <br />RECEIVING CHANNEL AND 1 #1 Oxl:; 2" @ <br />RIDGE CAP CONNECTION TO RECE . ING <br />CHANNEL. COMPOSITE PANELS LfE <br />1/4"x t+1/2" WITH 1/4" WASHE ; SCREW <br />THROUGH RECEIVING CHANNEL F : M TOP <br />CAULK ALL CONNECTIONS. i! <br /> <br />EXTRUDED ~REAKMETAL HEA IDR <br />0.032" MIN. ~ <br /> <br />:'J. <br /> <br /> <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />[1a)WD'@IiiXQ}@ ~ @3@1:iiIiU@~ (p~ <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 />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. SENNETT, P,E <br /> <br />3 <br />'GE; 6-13 <br /> <br />CONNECTION TO HOST STRUCTURE <br />HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR <br />l.OAD CONDI nONS LOAD CONDITIONS <br />WIND VELOCITY LOADS DEAD + LIVE LOADS <br />-, I <br />HOST STR8-CTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57/SF <br />1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" 0.C.------>2 @ 1',C. <br />2. WOOD FRAME 1/4"x?" LAG SCREWS @ 6" O.C,,-----------_>2 @;," O.c. <br />SCREEN, VINYL. AND CARPORTS . <br />HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32H/SF 57' :/SF <br />1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O.c.------>2 @ l' ',c. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.----------->2 @ r O.c. <br />NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUns. OR THE SUB FAllA <br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE Iii <br />TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCI,!':,h RS <br />ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4" WAS~, RS <br />OR SHALL BE WASHER HEADED SCREWS. ~ <br /> <br />PLA TE TO. BE SAME WALL . SPLICE TO BE LOCATED 14"f J4 TO 1/3 <br />THICKNESS AS BEAM BEAM SPAN AND STAGGE91f:O EACH <br />PLA TE CAN BE INSIDE OR SIDE OF SELF MA TlNG BE~J!A <br />OUTSIDE BEAM OR LAP CUT ~ <br />BEAM SPLICE SHALL BE MIN. \0 d-1 /2" ... d-1 /2" ... 1" MAX. ~i <br />OF d-l/2" HEIGHT AND T '[ 1 (II <br />2( d-1 /2") IN LENGTH + + + tii <br />MIN. SCREWS PER SPLICE ~; <br />TOTAL / SIDE OF SPLICE d=HElGHT fPF BEAM <br /> <br />2" x 4" 4 / 2 3/4" ~' <br />2" x 5" 4 / 2 If, <br /> <br />F f != i ~ ~ DENOTES1:;:: PATTERN; <br /> <br />2" x 9" 10 / 5 NOT NUMBER OF SCREWS I, <br /> <br />-46- <br /> <br />~, <br />