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<br />.~'rliO CH!~D ALUli\v,:1HNUM COVERS <br /> <br />F AS n~~l~l" [)[ TERtv11NEU <br />[3A~;rU ON CJ!'~SH<I_;C liCi!-J <br />JF- cy r STf\UCTlJRf <br /> <br />HOST <br />~) TR U CTU f\t <br />()r~ FASCiA <br /> <br /> <br />PAN OR COMPOSITE PANElS <br />USE CORROSiON RESISTIVE SCREWS. PANS <br />/ ANCHORED W/ #1 OX1 /2" @ j/PAN INTO <br />/ f\[CEIVING CHANNEL AND 1 #10, 1/2" @ <br />I RIDGE CAP CmjNECT!ON TC F\ECEIVli\JG <br />'~":"'-------t-- CHAN~~EL COMPOSITE PAI-JELS USE <br />t J, 1/ 4"x t+ 1 12" WI TH 1,14" WASHERS SCREW <br />----...---t-- J THROUGH RECEIVING CHANNEL FROM TOP <br />L~ . '" CAULK ALL COi'JNECTIONS. <br />"" i <br />'~ <br />" EXTRUDED OR BREAKMETAL HEADER <br />0.032" MIN. <br /> <br />CONi'JECTION REOUlf\ED <br />(SEE DETAIL) <br /> <br />CONNECTION TO fJOST STRUCTURE <br /> <br />HOST STRUCTURE m\ FACIA & SUB-Fi\Clf\ CONNECTION REQUIREMENTS FOR VARIOUS <br />LOAD CONDITiONS LOAD CONDITIONS <br />Wii'iD VElOCI TY lOf\DS DEAD + U VE LOADS <br />GLASS ROOMS <br />HOST STRUCTURE 100 MPH 110 Mf-'H 120 MF'H 22#/SF 32#/SF 57#/SF <br />1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" OC.------->2 @ l' O.C. <br />2. WOOD FRAME 1/4"x2" LAC SCR[WS @ 6" 0.C--------.---->2 @ 1" O.c. <br />SCRElN, VINYL, I\ND U\RF'OfnS <br />HOST STRUCTURE 100 Mf-'H 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />1. CONCRETE 1/4":<1-1/8" COr-JCRETE SCREWS @ 12" 0c.------->2 @ l' O.c. <br />2 WOOD FRAME 1/4"x2'" U\G SCf~EWS @ 12" 0.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 CM~ BE OUTSIDE THE <br />TRUSS IJU ITS/SU!J f'AC!!\ /\ND !HOSf~. AREAS SHALl_ HAVE DOUBLF I\NCHORS <br /> <br />Al_L SCREWS INTO TflE HOS r SmUCTURE SHALL HAVE MIN 1-1/4" WASHERS <br />OR SHALL BE WA'..;~I R IH;\[)!JJ SCREWS. <br /> <br />PLATE TO BE SAME WALL , <br />THICKNESS AS BEAM " <br />PLA TE CAN BE INSIDE OR ~, <br />OU TSIDE BEA.M OR LAf--' CU T <br />BEAM SPLICE ShALl_ BE' Mli': <br />OF d-1/2" HEiGHT AND <br />2(d-1/2") IN Lb"JGTH <br />MIN. SCREWS PEf~ SPliCE <br />TOTAL / SIDE OF SPliCE <br />2" x 4" 4 / 2 <br />2" x 5" 4 I> <br />2" x 6" 4 / 2 <br />2" x !" 6 .:5 <br />2" x 8" 8 4 <br />2" x 9" 10:C, <br /> <br />". <br /> <br />'" ' d - 1 /2" d - 1 /2" b1" M A X. <br />~+.. 'r ---t <br />V4H.r · +. +r. + + +~i~' -r. d=HfIGHT <br />3/4"Lf - + + + <br />I 1" MAX. <br /> <br />SPliCE TO BE LOCATED 1/4 TO 1/3 <br />BEAM SPAN AND STAGGERED EACH <br />SiDE OF SELF MA liNG BEAM <br /> <br />OF BEAM <br /> <br />DENOTES SCREW PATTERN <br />NOT NUMBER OF SCF~EWS <br />TYPICAl [J[A~~ SPLICE DETAIL <br /> <br />[1@W[]'@[ii)@@ ~D []3@[ii)[ii)@\J\Jp ~D~~D <br />CIVIL ENGINEER AND DEVELOPMENT CONSUL TMH <br />PO. BOX 436B S. DAYTONA, FLORIDA .12121-436B <br />PHONE, (904) 767-4774 <br />I AX: (904) 767-6556 <br /> <br />@ COPYRIGHT, 1995 NOT TU BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />1'[Yfji:. (1~1 11,~C\fvl I AWI,'INCE f. BFNNE1T, P.E <br /> <br />SECTION: 3 <br /> <br />PAGE. ~~~3 <br />