Laserfiche WebLink
0 <br />/ 1 OIl /SEE TABLECONCRETE OR 5 1 11 5 7.5 FOR <br />MASONRY ANCHOR.*:,61 It / FASTENER <br />1/4' LAG SCRFW 8/ < 1 / SPACING#10 WOOD 1 /STUD, CONCRETE <br />4'- OR MASONRY <br />SEE TABLE -.· PC WALL4,19 OR 4,20 -STRINEURAL ,\J 15 ·c·,·r oR·e <br />/7-7-TYPE ALUM HANGERS <br />- MIN WALL 7 <br />6063 TS t= 0.060" <br />3004 H34 t=0.040" <br />#lois 1/4" LAG1 SCREW <br />b. <br />429 LEDGER AND WALLL ATTACHMENT <br />FRUCTURAA <br />PANEL 1 <br />Seal with permanently flexible <br />E& waterproof sealant <br />2"*6" Ledger Board <br />/ r- (optional if LAG SCREWS <br />/ / w/ 1"0 WASHERS are used <br />- to attach hanging rail) <br />2' x 4' Stud--' <br />1/4" Lag Screw <br />3,5 Completely seal <br />with permanently Existing woocl framing <br />flexible & water-2' thick, 24' 0,C,proof sealant <br />D,F, Larch,-THREE 5/16'X5' <br />_„//\____,2\ Synthetic Stucco or LAG SCREWS-Lother non-structural coveringSHEATHING- <br />(1" max. thick) <br />Continuous 2'TABLE 7.7 SPECIFIES THE ALLOWABLE <br />DISTANCE TO FIRST ROW OF POSTS fascla board - \ <br />CAD) STUCCO AlTACHMENT DETAIL \ \--,0:0 <br />ATTACH WALL HANGER405/ WITH LEDGER BOARD PER DETAIL MU10- 1MY-, or, <br />1 <br />' MIN 1111, <br />4 3.25' MIn -lilli' 1' MIN <br />Revisions <br />. <br />1. 0 <br />1- <br />C..0 <br />ID <br />0 <br />C..O H <br />ICI & <br />.. 0* <br />1111111 dialing M€ <br />ALUM W/ t = 0.120" OR STEEL POST WITH 12" EMBED <br />FOR FOOTINGS UP TO d=39" OR 18" EMBED FOR <br />FOOnNGS UP TO d=48" <br />-2.5' MIN <br />t. 1 1 <br />f. ..4 '?;id 12' OR 18' <br />I <br />.: 09.... 2· ONE 3/8" x 9" <br />·i·>'.4.''l 1, STEEL RODS (REBAR <br />·· ·· ·- OR THREADED) OR <br />BOLTS CENTERED <br />ON POST <br />FREESTANDING OR ATTACHED POURED <br />FOOTING <br />9304 <br />•L• <br />-POST <br />'4 <br />CAVE' OVERHANG | <br />Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS -L <br />Solid Co,e, Wind SIZE EAVE OVERHANG <br />(24" 0/C) 6" 12-1r 24" + 30' <br />10 PSI 2*4 21.0 20.V 17·G'T'5/r <br />90 MPH E*p B 2x6 21·-0 21·-0 21·g 21'-0 17.2 <br />2x8 21·-0 21·-0 214 21+4 21'.0 <br />10 ps#2*4 214 19-r 114-77 3./ <br />GO MPH Exp C 216 21·-0 21·.0 21·4 21'4 15-7 <br />218 21'.0 21·4 21··cr 21'4 21·.0 <br />20 Pu h4 144 10-4-3-1-1.1. <br />105MPH Exp B 2/6 14'-Or 14·-0-14'4 11'-11 8-7 <br />2*0 14'.0-14--0-14'.0-14*1410- <br />25 pt 2x4 15'.4-11'.4-5€3%-1.·11- <br />105MPH ExpC 2*6 1 S.4-15 -4-154 13%0-9.3- <br />2*8 15.4-1 S·4-15'.4-15'-4 15.4- <br />10„2*4 12·10-g.5 S·.1-'Z<0-0- <br />110 MPH E•p C 2*6 17-10 -17-10-17·107 10·S 7-3- <br />2%8 12·10»12·10-17-10'17·17 17-17 <br />40 PSI 2*4 97·5.7 3'·5-0.0.5€ <br />12OMPH Exp C 2*6 9.7 g-r 9-7 T.2-44 <br />2x8 g.7 9.7 9.7 g 7 9.7' <br />60 ps:2*4 6.5 04 0,0.9-7 <br />130 MPH Eip C 2*6 55·5-9 4'·1-7-T <br />2*8 6·5·«-5 5.5 E.S. <br />lilli <br />3/8' BOLTS <br />SEE TABLE 7.3 <br />COLUMN J <br />FOR NUMBER <br />ONE BOLT DIAM. (M <br />1 <br />01 <br />r-DETAIL MU87 OR MU80-4.-1 <br />STAINLESS STEEL <br />36"0 W/ 2" EMBEDMENT <br />HILTI KWIK BOLT TZ <br />(ICC ESR 1917) <br />MAX FOOTING SIZE <br />IS d = 34" <br />June 28, 2010 <br />Carl Putnam, P. E. <br />3441 IVYLINK PLACE <br />LYNCHBURG, VA 24503 <br />CARLPUTNAM@COMCAST.NET <br />Drown Ey <br />CMP <br />Check Ely <br />CMP <br />- d - <br />SINGLE SPAN ATTACHED FOOTING <br />FU,/Ill <br />MUSA08.DWG <br />Scale <br />NTS pOg. 0 <br />SOLID COVER Page 8 of 56 5/30/2010 ICC ESR 1953 <br />2,