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STRUCTURAL NOTES D. Excavating and fill <br /> Construction to meet International Building Code 201/IBC 2014 1. Excavation and fill shall generally conform to IBC 2016 <br /> A. Live Loads Chapter IS. and Appendix J IBC 2018. <br /> 2. Foundation,wall, and slab areas shall have all existing unsuitable <br /> Roof/Snow Load= -psf <br /> Wind—)tMPH. Exp. "B" fill materials removed and disposed of off-site,and be excavated <br /> down to suitable undisturbed native soils. <br /> Seismic—Category D <br /> Excavated/SEE material may be used for fill if approved by Engineer o <br /> B. Soil and Foundation Data -' - "F.,:=1). <br /> 1. Design bearing strength 1$00 psf. Coefficient of friction 0.25. <br /> Passive resistance=300 pcf. Carry all footings down to undisturbed �' Roof Trusses <br /> soil, minimum depth =1'-6" unless noted. <br /> Sha a factory fabricated trusses. Design and fabrication str`all <br /> 2. Carry all footings down to undisturbed soil, minimum depth =1'-6" conforiiiwitti the requirements of the International BuiTaing Code <br /> unless noted or compacted fill 95% per ASTM D-1557. <br /> E and Design Specifications for Light Metal Plate Co inected Wood <br /> C. Concrete Trusses published13y the Truss Plate Instil `fe. <br /> Engineering design ands op draw <br /> bearing the stamp of a <br /> 1. Detail, fabricate, and place re-steel as shown in AC;I `° Manual of professional engineer registe in the State of Washington and <br /> Standard Practice" ACI 316.-- l <br /> 2. Concrete of following 28 day test strength. showing all details of co ruction.required for a complete <br /> a. f=3000 psi, 5-1f2 sack cement per cubic yard, ( no testing installation shall be`submitted to the4tl chitect for review. <br /> required) <br /> b. Precast walls f=3000 psi. I-ieader --, 2x. typ• interior bearing walls for DF#2 < '-0" <br /> •1 of 2-2x` exterior walls DF#2<6'-0" <br /> c. Maximum slump 4" <br /> d. Reinforcing fy=-40,000 psi. ( unless otherwise noted on plan). <br /> 3. Cover (Clear Dimensions). <br /> a. Exterior faces of walls 1-I12". <br /> b. Vertical faces exposed to earth 2". <br /> c. Bottom of elevated slabs 1" clear. <br /> 4. Lap all field splices 30 diameters.Bend wall and footing bars 18" <br /> around <br /> all corners, or use corner bars. j s <br /> 5. Dowel all exterior projections to structure with #4 bars at 12" , <br /> hooked into wall. ` '; <br /> 6. Place no backfill against foundation walls until floors are in place. x � :` <br /> 7. Incorporate to calcium chloride admixtures where aluminum alloy � ,;F;� ° <br /> materials are embedded. � �fi <br /> $. All wood forms used for concrete in the ground or between 1 fi > <br /> foundation sills and the ground shall be removed. .4 <br /> . � „tea <br /> ,, n e , <br /> 7 2 <br /> ____ <br /> ____ __ . i <br /> w 4120 Hoyt Ave.• <br /> "A$ 3t OW4 APPROVED WY •Lverett,WAS .. DRAWN BY_ SV Z . . <br /> t <br /> p _ REVISED <br /> J C va r <br /> rV IC 1 r k''r,r.a t J �,,,.' <br /> r_, ''. <br /> . . — _ <br /> i <br />