2317 BROADWAY 2016-01-01 MF Import

-2- Maximum size aggregate 1�" . Maximum slump 4" Add Master Builders Pozzolith per mfr's recommenda- tions to all concrete except footings. Concrete for exterior walks to be air entrained (SB air) . 2. Reinforcing steel ASTM A-615 grade 40. Detail, fabricate and place in accordance with the latest edition of A.C. I. "Manual of Standard Practice. " Submit shopdrawings for approval prior to fabrication. 3. Concrete cover on reinforcing steel (clear dimensions) : Vertical faces exposed to earth or weather-----2" Bottom of footings_____________________________3„ Slabs on vapor barrier_________________________1�„ (from top) 9 . Lap all field splices 24 diameters with minimum of 12 inches. Bend outer wall and footing bars 12 inches or use corner bars at all corners and wall intersections. 5• Provide two continuous #5 bars in top of all exterior foundation walls where exposed to view. Minimum footing reinforcing two #5 continuous. Dowel foundation walls to footing with #5 x 1'-6" lonq @ 24" o•c. Embed ti" into footing. No shearkeys required. 6. Min. reinforcing steel in slabs on grade 6 x 6-W 1.4 x W 1.9 W.W.F. Lap one full mesh. Provide control joints (Burke Kald Joint) at 30'-0" o.c. max. Locate joints at column lines and unde_ ;core joints. F• MASONRY: (No special inspection) 1• Anchor brick veneer to wood framed walls with 22 ga. x 7/8" x 7" galv. corrugated wall ties @ 1G" o.c. each way with (1) Simpson N20A nail. G. TIMBER FRAMING: 1• All lumber to be graded per Book No. 16 of the West Coast Lumber Inspection Bureau: D_� "No. 2" for joists, rafters and light framing, plates bracing and 4" wide beams. HF "Stud" for studs. z• Comply with lateat edition o£ the N.F.P.A. "National Design Specifications" as modifi=d by the U.B.C. for all structural timber requirements.