2516 TAYLOR DR 2017-08-25 - Laserfiche WebLink

CONCRETE: All foundation wall and footing concrete shall develop a minimum compressive strength of 2000 psi at 28 days, All concrete stabs shall develop a minimum compressive strength of 3000 psi at 28 days. Concrete forms, shoring and pouring methods shall conform to current A.C.I. standards. Backfill shall not be placed against basements retaining walls until: Q. Concrete or masonry grout has reached its 28 day strength. b. Structural floor framing (including sub-floor) required to stabilize walls is complete and fully nailed and anchored. CONCRETE: All reinforcing steel shall be deformed steel bar conforming to ASTM A615 and GRADE 40, Alt reinforcing steel shalt be manufactured detailed, fabricated and placed in according with ACI 3188, ACI 315R and ACI SP 66. Welding wire fabric shall conform to ASTM A185, in as long a length as is Practicable, Welded wire fabric shall be lapped at least on grid width plus 2'. Reinforcement shall be bent cold and shall not be welded. SPLICES: Reinforcement in concrete and masonry shall have lap lengths as follows, unless otherwise specified on drawings: BAR SIZE: IN CONCRETE: IN MASONRY: #3 1'-6" 2'-0" #4 2'-0" 2'-6" #5 2'-6" 3'-0° PLACEMENT: Reinforcement shall be accurately placed and supported by concrete, metal, or other approved spacers or ties, and secured against displacement during concrete of grout placement, Except where otherwise noted reinforcement shall have concrete cover as follows; a. Concrete deposited against earth 3" b. Formed concrete against earth 2" C. Exterior faces of watts 2" d. Interior faces of walls 3/4' e. To top of slabs on grade 3/4" EOF GENERAL 2516 TAYLOR DR TAX PARCELL # WORDEN RESIDENCE 2516 TAYLOR DR NOTES EVERETT, WA. 98203 ooa,�0002ooso, EVERETT, WA. 98203