5719 EAST DR 2025-06-30 - Laserfiche WebLink

STRUCTURAL NOTES CODE: 2018 International Building Code (IBC) LIVE LOADS: Roof - LATERAL LOADS: FOUNDATION: 25 psf (snow) Wind: 85 mph, Exposure `B" Seismic: Ss = 1.40 ; S 1 = .0.53; Sds = .931 Soils Report Available: No Design bearing pressure 1500 psf. Any Foundation elevations shown on the plans and sections are estimated. All footings shall bear on undisturbed earth or compacted fill and shall extend to firm bearing when poor bearing is encountered at elevations shown. Compacted fill shall be well -graded granular fill with not more than 5% passing a #200 sieve. Fill shall be placed in eight -inch maximum loose lifts and compacted to 95% maximum dry density as determined by the compaction procedure in ASTM D-1557. CONCRETE: Unless noted otherwise on the plans, concrete f c shall be 2500 psi at 28 days. Minimum of 5&1/2 sacks of cement per cubic yard of concrete, and a maximum of 6&3/4 gallons of water per 94-pound sack of cement. A standard mix design satisfying the above minimum strength is also acceptable. Provide mix design data to the engineer for review and approval. Add plastocrete or pozzolith in accordance with the manufacturer's recommendations to all concrete except footings. Concrete protection for reinforcing: Bottom of footings: 3" Wall exposed to earth: 2" Wall exposed to weather: 1 & 1 /2" Wall inside face: 3/4" All concrete in footings and walls, slabs and beams shall be poured in a monolithic pour unless shown otherwise or approved by the structural engineer or record prior to pouring. Aluminum conduit and accessories shall not be embedded in any concrete. REINFORCING STEEL: Deformed billet steel ASTM A-615, Grade 60, fs = 24,000 psi.unless noted otherwise o. the plans. Lap all splices a minimum of 40 bar diameters. Provide elbow bars at wall corners and intersections to splice horizontal bars. Provide two #5 bars around all openings with a minimum dimension of eleven (11) inches or greater in walls and slabs. Extend the bars 2'-0" beyond openings or as far as possible and hook. Provide one #5 X \n N 4'-0" center diagonal bar at corners. Any welded wire fabric (WWF) shall conform to ASTM 185. WWF shall be lapped one crosswire plus two inches (i.e., 8" for 6X6 mesh). A a M �" °z Reinforcing placing drawings shall be prepared by a qualified detailer in accordance with Q o the —most current ACI detailing manual. Submit placing plans to the structural engineer of record prior to fabrication. Any Grade 60 steel requiring bends shall be shop bent only (preheating is required). Cold field bending is allowed only for Grade 40 rebar. w o w STRUCTURAL LUMBER & TIMBER: All lumber shall be graded in accordance with current WWPA standard grading rules for Western lumber. Use the following species and minimum grades unless noted otherwise on the plans: o Studs and Columns: DFL Standard Wall Plates & Screeds DFL Utility.. 0 � w Joists & Rafters DFL #2 ^' Header & Flush Beams DFL #2 a 4X Beams DFL #2Cj 6X Beams DFL #1 v iJ ID N� 3 � All plywood shall be APA C-D interior grade with exterior glue and a minimum panel o index of 42/20 for floors, 32/16 for the roof, and 16/0 for the walls. V ROOF SHEATHING: U All plywood shall be APA C-D interior grade with exterior glue and a minimum panel ID N Index of 32/16. Use 7/16" CDX plywood, unblocked, nailed to joists with 10d nails at r six (6) inches on center at all supported panel edges (edge nailing), and at twelve (12) ¢15 V I inches on center along intermediate framing members (field nailing). Notye: 7/16" OSB A U U U OKO with same nailing pattern >W o SPECIAL INSPECTION REQUIRED FOR: (as a minimum) 1. Any epoxied connections to existing concrete. I I .tea MISCELLANEOUS: �Z Contractor shall verify all dimensions and conditions in the field. Verify the size and location of all openings in the floor, roof and walls with architectural, mechanical and electrical drawings. Provide temporary bracing as required until all permanent connections and stiffeners have been installed.