3306 WETMORE AVE 2016-01-01 MF Import

M;wwM. F. CAST IN F'LACE REiNFORCED CONCRETE: I. Concrete of following 28-day strength: ^,n04 psi (5 sacl: cement/cyd; mar.. 6 g�l. water/sac4:) for all structural concrete. Ma;:imum size agqregate 1 1/2". Ma>:imum slump 4"• Add Master Puilders Fozzolith per mfr's recommendations to all cancrete. Concrete for er,terior a+all:s to be air entrained (5% air>. 2. Reinforcing �teel ASTM A-615 grade 40. Detail, fabricate and place in accordance with the latest edition of A.C.I. "Manual of Stand�rd Practice". S��bmit shopdrawings for approval prior to 4abrlcation. Concrete cover on reinfarcing steel (cle�r_dimensions>: Plon-e::posed vertical faces----------' Vertical 4aces e;;posed to earlh_or weather 3�� Rottom of 400tings---------- q. Lap all field splices 24 diameters with mir�imum of 12 inches. Eend outer wall and footing bars 12 inches or use cnrner bars at all r_orners and intersectins. 5. Provide two �IS ba�s in top of foundation walls and in footings. Dowel foundation walls to Fc�otings with #5 x 1'-6" dowels u� 24" o.c.. em6ed b" into footinq. No shear L:eys requii�e�. 6. Reinforce around wall and s1�6 openings with sides �{ 12" or greater with two #5 bars e;:tending 24 inches beyond corners on all four sides. Frovide one e>;tra tt5 diagonal bar. 4'-0" long at each corner. 7. 4-Inch slabs on grade (non-reinforced> to have 1-inch deep surface ]oints at 12'-��" mav,. o.c.. Sawcut within 24 hour's or install �ip-Strip. Locate joints at column lines. Roll subgrade and moisten before pour. 8. Vibrate all concrete. 5egregation of materials to �e prevente�i. Te=t cylinders �re/are not requii�ed. 9. Flace no 4i11 against foundation or Ga=ement walls until floor= are ir� place, or walls have beer� adeq��.ately =_.hored to resist laCeral earth pres=_ure. r>_��, ._ � � � r� � y •, �, . �� �c� r �� �` � �� �: �. �, o; � �. Y; � �': .;