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<br />~ <br /> <br />A TT ACHED ALUMINUM CQVERS <br /> <br />Ii <br /> <br />f i <br /> <br />FAS-TI!NED DETERMINED <br />'BASED ON 'CONSTRUCTION <br />OF HOST~TR(tJaTURE <br /> <br />HOST <br />STRUCTURE <br />OR .FASGFA <br /> <br />CONNECTION REQUIRED <br />(SEE DErAIL) <br /> <br /> <br />/' <br />/ <br />" <br /> <br />PAN OR COMPOSITE PANELS. ~; <br />USE CORROSION RESISTIVE SCRE ". PANS <br />ANCHORED W/ #10Xl/2" @ -'l/P " INTO <br />RECEIVING CHANNEL AND 1 #1 Ox1:; 2" @ <br />RIDGE CAP CONNECTION TO RECE , ING <br />CHANNEL. COMPOSITE PANELS I, E <br />1/4"x t+1/2" WITH 1/4" WASHE ~ SCREW <br />THROUGH RECEIVING CHANNEL F ,'M TOP <br />CAULK ALL CONNECTIONS. Ii <br /> <br />EXTRUDED ~REAKMETAL HEAqR <br />0.032" MIN. ' i <br /> <br />~ <br /> <br />2" x 4" <br />2" x 5" <br />2" x 6" <br />2" x 7" <br />2" x 8" <br />2" x 9" <br /> <br />CONNECTION TO HOST STRUCTURE :1 <br />HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VAR : US <br />l.OAD CONDITIONS LOAD CONDITIONS <br />WIND VELOCITY LOADS DEAD + LIVE LOADS ri <br />GLASS ROOMS f' <br />HOST --STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57r~/SF <br />1. CONCRETE 1/4"xl-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ ,'.C. <br />2. WOOD FRAME 1/4"x?" LAG SCREWS @ 6" 0.C------------->2 @i," O.C. <br />SCREEN, VINYL, AND CARPORTS i <br />HOST STRUCTURE 100 tvlPH 110 MPH 120 MPH 22#/SF 32#/SF ~)7';/SF <br />1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' '.c. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.------------>2 @ J O.C <br />NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FgilA <br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE 'ii 1 <br />TRUSS BUTTS/SUB FACIA AND THOSE AR[^S SHALL H.A.VE DOUBLE ANCI,::"PRS <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 L, OCA TED 14,r:4 TO 1/3 <br />THICKNESS AS BEAM BEAM SPAN AND STAGGE1~D EACH <br />PLA TE CAN BE INSIDE OR SIDE OF SELF MA TlNG BE~,.J1A. <br />OUTSIDE BEAM OR LAP CUT ~ <br />BEAM SPLICE SHALL BE MIN, r d-l /2" t,. d- 1/2" t,. ," MAX. Ii; <br />OF d-1!2" HEIGHT AND '1 1 [i! <br />2(d-l/2") IN LENGTH l;: <br />MIN. SCREWS PER SPLICE ;, <br />TOT,I\L / SIDE OF SPLICE d=HEIGHT t' F BEAM <br />4/2 m <br />4/2 . ~ <br /> <br />i ~ ~ OENOTES1~~:: PATTERNI <br /> <br />10 / 5 NOT NUMBER OF SCREWS ~ <br />TYPICAL BEAM SPLICE DETAIL fIr <br /> <br />-46- <br /> <br /> <br />3 <br />6-13 <br /> <br />~Wl]'@Qi)@@ ~ @3@OOOU@ililg [pJ30 <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P,O. BOX 4368 S. DAYTONA. FLOR!DA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />@ COPYRIGHT. 1995 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT. PE <br /> <br />~: <br />