Laserfiche WebLink
4 A -1 ilf b / Revisiols <br />€ <br />/B <br />=11 <br />a t -Af <br />-#14 SM SCREWS <br />/5-(8 PLCS) <br />DOUBLE 2'X6,5"0 ©7OR DOUBLE 3"X8'74.iM:HEADER <br />MAX FOOTING :SI Bf <br />d=31' <br />>041 NE' <br />1 1 1 0 K1/1/ 0 121 <br />1 \ <br />3'x 8' BEAM #14 SM SCREWS <br /><8 PLCS)1 /LA /.f TYP SPACING <br />43/ =1.N 11 1 <br />a A- -r O <br />0.032'<3'X3' SQ. POST MAX FOOTING <br />/' IS d=28' <br />2' X 6 1/2' <br />I I <br />/ <br />#14xl/2' SMS-*--FOR DOUBLE 3XE .*,3'.-¥5fT-*:· 5--:F: 44 EACH SIDE /'A #[ /' =6'1-*4: 13-<-':.. 1 ... f. 5.---45 S <br />- <br />FOR DOUBLE 2*6:5' :·01@fillf·i·kliit · P fo.8.LIi-,Bi· <br />N \ #- 91-2\L- DETAIL_S -r.1 -C » <br />3 <br />LA15 (STEEL)6/);I <br />LA19, LA20, LA/7 5 uD <12. <br />SIDE PLATE i, <br />- #8. SMS 7/ 2'0 WASHER, <br />LATTICE TU.13·E i' LONGE THAN LATTICE <br />DETAIL LA21 <br />*lind <br />SEE TABLES ,,-ALUM+RAFTER Speed <br />115 mph4' STEEL BOLTS OR #14 SMS Lla-Lld FOR 1SEE BELOW FOR QTY <br />Exp C <br />'A" AND "B'FOUR #8 GMS <br />=11. 1//MIN DOUBLE UNDER 110 MPH 540 mph <br />Exp C <br />HEADERS USE FOUR #10 SMS FORBRACKET PER .-- 130 MPH WINDSPEEDHEADER . /'Exp C <br />170 fribl'i <br />/CA <br />140.mph423)Exp C <br />170 mph <br />V -P- A OUTSIDE BRACKET· < -HEADER Exp C <br />i DETAIL LA16 <br />T <br />SCREWS ARE <br />HEIGHT <br />Allawhble Trib2Mdth <br />No.- of#*Screws <br />t On)-leader 2345 <br />0.0-0 Double 2w6 11' 15' <br />0.('42 0.0-12'x:"*8" 6' 91 12' 18 <br />0.042 Dout·!0 318 12 15' <br />0.0-4.0 Double 2,6 9' 13'15 <br />0.042 0.042'xyxe" 9 7 9' 17 <br />0042 Double 3*8 9' 14' 15 <br />#14 Sclows <br />0,040 [Double 2*6 6' 12'15* <br />0.042 0 U42'.3' x8 4· 6 8' 11' <br />0042 DO·Jble 3.8 8' 13'15' <br />16Gmin 8' S:ocl.C 15' <br />16G mi[·, Double Steel C 15' <br />16(3 rrii,1 8" Steel C 11' 15' <br />16[3 min Double Steel C 15' <br />-STEEL POST OR \-SEE TAB'LE FOR NUMBER AND SIZE OF SCREWS. <br />-ALUM BOX BEAM (LA04)ALUM POST 9/ t=0.12.0' <br />WITH STEEL INSERT - <br />DOUBLE OR SINGLE 3X8 STEEL C BEAM, BOLT LAYOUT FOR SPLICED AND <br />NON-SPLICED ATTACHMENT <br />FOOTING REQUIREMENTS <br />USE 4 BOLTS/SCREWS FOR FOOTINGS UP TO d=33' <br />USE 6 BOLTS/SCREWS FOR FOOTINGS UP TO d=38' <br />USE 8 BOLTS/SCREWS FOR FOOTINGS UP TO el=42' <br />USE 10 BOLTS/SCREWS FOR FOOTINGS UP TO d=45' <br />USE 12 BOLTS/SCREWS FOR FOOTINGS UP TO d=48' <br />USE 14 BOLTS/SCREWS FOR FOOTINGS UP TO d=50' <br />ALL C BEAMS USING TWICE THE "ON SLAB" SPACING REQUIRE FOUR 1" BOLTS <br />ALL C BEAMS USING THREE TIMES THE "ON SLAB" SPACING REQUIRE SIX r BOLTS <br />ALL C BEAMS USING 'FIVE TIMES THE "ON SLAB" SPACING REQUIRE EIGHT r BOLTS <br />ALUM <br />1#-OF #lit-SMS}or, SDS <br />5- 1 * 1 -6 - 1 81 f -10: <br />Cubic :F.64tdr-Siza "d"..(in) <br />2.1 1 ·26.: 1 39 k ·33 1 ' 35 <br />/ 3X8 STEEL C HEADER <br />/ INSIDE 3X8 BOX BEAM <br />1 (DETAIL LA04) <br />STEEL POST OR/'0 <br />P'O:ST W/ t=0.120° <br />1!r <br />r-#14x3/4" SHEET METAL a\\ <br />OR SELF DRILLING SCREWS *7SEE TABLE FOR QUANTITY <br />DETAIL LA08 OR LA09 <br />EIGHT #14 SMS OR SDS <br />MAX FOOTING SIZE d'=35' <br />,-3"Xy ALUM :·'44'···· .w,m -* • <br />- RAFTER <br /> '»c/DECA(.\42.& <br />1 FEE¢*, 201-4 <br />*-LATTICE <br />HEADER <br />L#14 SMS <br />Carl PutnoM, P. E. <br />3441 IVYLINK PLACE <br />LYNCHBURG, VA 24503 <br />CARLPUTNAM@COMCAST,NET <br />Drawn By <br />CMP <br />Check By <br />CMP <br />Date <br />THIS DETAIL MUST B'E USED WITH <br />SIDEPLATES AS PER LA24 OR WITH <br />AN EMBEDDED FOOTING AS PER LA36 <br />ICC ESR'1,953 (2012 IBC) 2/24/2014 Page 5 of 106 <br />Filenome <br />Scole <br />DC- -· 0/: :p·t.;- <br />LAT03,DWG <br />P.ge # <br />i n <br />1. <br />MIN <br />fd·A 1- =1