Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Pilaster/Wall footing sections
1)Concrete: 5,000 psi @ E8 days. 2)Reber; ASTM A615 Orade 60 3)Stick shall have a rain average net compressive strength of 3550 psi. fi)Mortar: ASTM C476 I~pe PM 5)Oout: AS1M 0476 AUO0 psi 6)Ladder type reinforcing (ap [wa courses plus eocn 2nd course [eove void es required ~Typicol Pilaster Footing Columns oppro{~ 12" ac every third brisk~ for drainage Robot centered between courses ~ ~/2"~-.~/2" Cavity filled with mortar to bond with robot ! #4 vertical at each corner Plan View 1-#4 vertical al each corner wider footing pilaster beom beyons ., =4's @ 16" 2-#4's,Top Continuous -~ 2-#4s,8ott '~,~ - Continuous)j,, ~[?icol Pilaster Footing Section T~picol Wall Footing Section 'r' Plans Solutions Architects ,-. L~, 1 ~e A , '" '" 105 %. Moore Rd 2964Dai!es,:gJTex~sSUite/52543T2 Po~,' Office Bailding 17~ ~,'-~ 0503964 ~a~ (9/s) ~ ..... ~',o ..~"~ L,~ 06/I3/05 0R'~ ESW ,SHe'D DTJ ~'~C~ 1 or 1