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E. CAST IN PLACE CONCRETE 6 REINFORCING STEEL <br />1. Concrete of following 28-day strength: <br />2,000 psi (5 sack cement/cyd; max. 6 gal. water/sack) for grade. <br />all structural concrete, including foundations and slabs on g <br />Maximum size aggregate lk". Maximum slump 4 . <br />Add Master Builders Pozzolith per mfgr's. recommendations to all <br />concrete except footings. <br />Concrete for exterior walks to be air entrained (58 air). <br />2. Reinforcing steel ASTM A-615 grade 40. <br />Detail, fabricate and place in accordance with the latest edition <br />of A.C.I. <br />"Manual of Standard Practice." <br />o fabrication. <br />Submit shop drawings for approvalprior <br />3. Concrete cover on reinforcing steel (clear dimensions): <br />-------------------- l�" (to ties) <br />Colums--------------------- <br />------------- 1 <br />Non -exposed vertical faces-------' 2 <br />Vertical faces exposed to earth or weather----- 31 <br />Bottom of footings------------- _______ lye (from tap) <br />Slabs on vapor barrier------------------ <br />4. Lap all field splices 24 diameters with minimum of 12". Bend <br />outer wall and footing bars 12" or use corner bars at all <br />corners and wall intersections. <br />5. Provide two continuous #5 bars in top of all exterior foundation <br />walls where exposed to view. <br />Minimum footing reinforcing two #5 continuous. <br />Dowel foundation walls to footing with wired. 6 g <br />Embed 6" into footing. No sh rkeys required. <br />6. Reinforce corners of all wall and slab openings with sides <br />of 12" or greater with two #5 bars extending 24" beyond <br />corners into wall on all sides. <br />ach one extra #5 <br />diagonal bar, long 4 0 , <br />at 7, Min. reinforcing steel in slabs on grade 6 x 6-W 1.4 x W 1.4 <br />W.W.F. Lap one full mesh. Provide control joints (Burke Kold <br />Joint) at 30'-0" o.c. max. Locate joints �t column lines and <br />underscore joints. Pour in checkerboard r)attern. prevented. <br />8. Vibrate all concrete. Segregation of materials to be p <br />Test cylinders are not required. <br />until <br />9. Place no fill place, or beensadequatelyement sshored floor <br />slabs are in p pressure. <br />resist lateral earth p <br />F. MASONRY (NO SPECIAL INSPECTION) <br />1. Anchor brick veneer to wood framed walls with 22 ga. x x 7" <br />galvanized corrugated wall ties @ 16" o.c. each way withh (1) <br />Simpson N20A nail. <br />Page 2 of 4 <br />