Laserfiche WebLink
<br />~ <br />" <br /> <br />A TT ACHED ALUMIN_UM COVERS <br /> <br />h <br /> <br />I.; <br />PAN OR COMPOSITE PANELS. ai <br />USE CORROSION RESISTIVE SCREr.. PANS <br />ANCHORED W/ #lOXT /2" @ 5/P~ '. INTO <br />RECEIVING CHANNEL AND , #1 OX5f.:;, 2"@ <br />RIDGE CAP CONNECTION TO RECE . ING <br />CHANNEL. COMPOSITE PANELS fE <br />1/4"x t+1/2" WITH 1/4" WASHEf; SCREW <br />THROUGH RECEIVING CHANNEL F; M TOP <br />CAULK ALL CONNECTIONS. ,,: <br /> <br />~ EXTRl!,om OR..Jl.REAKMETAL HEA4R <br />0.032 MIN. ~ <br />CONNECTION TO HOST STRUCTURE I' <br />HOST STRUCTURE OR FACIA <'Ie SUB-FACIA CONNECTION REQUIREMENTS FOR VAR:rius <br />l.OAD CONDI TlONS LOAD CONDITIONS [ i <br />WIND VELOCITY LOADS DEAD + LIVE LOADS ~;; <br />GLASS ROOMS '1 <br />HOST STRUCTURE 100 MPH 110 MPH 120 ~PH 22#/SF 32#/SF 57 '/SF <br />1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" 0.C.------>2 @ "'.C. <br />2. WOOD FRAME 1/4"x?" LAG SCREWS@6"0.C.--------____>2@1;'''0.C. <br />SCREEN, 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" 0.c.------>2 @ l' ',.G. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.------------>2 @ ~;. O.C <br />NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FAff;IA <br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THf: 'iil; <br />TRUSS BUTTS/SUB FACIA AND mOSE AREAS SHALL HAVE DOUBLE ANCli",o 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 1Af:4 TO 1/3 <br />THICKNESS AS BEAM BEAM SPAN AND STAGGE9f:D EACH <br />PLA TE CAN BE INSIDE OR SIDE OF SELF MA TlNG BE~,,~ ,. <br />OUTSIDE BEAM OR LAP CUT W <br />BEAM SPLICE SHALL BE MIN. L- d-l /2" t- d-l /2" t- ," MAX. it! <br />OF d-1/2" HEIGHT AND T ,- 1 it! <br />2(d-l/2") IN LENGTH + + + -t l <br />MIN. SCREWS PER SPLICE J ~; <br />TOT.L\L / SIDE OF SPLICE d=HEIGHT fPF BEAM <br />2" x 4" 4 / 2 ~; <br />2" x 5" 4 / 2 J <br />r: ; ~: ~ ~ ~ 1" MAX. !l: <br />2" x 8" 8 / 4 DENOTES SCREW PA TTERNi: <br />2" x 9" 10 / S NOT NUMBER OF SCREWS ~ <br /> <br />TYPICAL BEAM SPLICE DETAIL ~ <br /> <br />. <br />F AsrffNEo.oEcTERM1NEO <br />J BASED!QN -'CON STRUCTION <br />OF HOST :STRUCTURE <br /> <br />[ <br />Iii <br />i <br /> <br />HOST <br />s.reUCTl;JRE <br />OR.,,diASC+A" ~,A <br /> <br /> <br />CONNECTION REQUIRED <br />(SEE DETAIL) <br /> <br />~W[j'~@ L30 @3@OOOU@ili1g [J:>J3c <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 />rf <br />; <br /> <br />! ~ <br /> <br />I'" <br />Ii <br /> <br />1- t <br />I <br />, <br /> <br />@ COPYRIGHT. 1995 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM :"AWRENCE E. 8ENNETT. PE <br /> <br />'cnON: 3 <br />.; <br />F[GF:: 6-13 <br /> <br />f: <br />, <br /> <br />-46- <br /> <br />~, <br />