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STRUCTURAL NOTES 6. Spike all laminated members together with 10d nails @12" o.c. <br /> D. Excavating and fill staggered. Splice laminations at supports only. <br /> Construction to meet International Building Code 201E/IBC 20IS 7. Laminate two full-height studs to cripples under headers and blo( <br /> 1• . Excavation and fill shall generally conform to IBC 201 solid to bearing. <br /> 8. Provide out washers for all bolts bearing on wood. <br /> A. Live Loads Chapter 18A and Appendix J IBC 2015. <br /> Roof/Snow Load- psf 2. Foundation,wall,and slab areas shall have all existing unsuitable 9. All nails should be common wire nails. <br /> Wind-j1QMPH. Exp. "B" fill materials removed and disposed of off-site, and be excavated 10.Glue-laminated timbers,Douglas Fir,AITC- grading: combina'cid <br /> Seismic-Category D down to suitable undisturbed native soils. 24F-V4 for simple spans; 24F-V8 for cantilevered spans.Dry <br /> Excavated material may be used for fill if approved by Engineer or condition of use. <br /> Architectural Appearance grade where exposed to view. <br /> B. Soil and Foundation Data Geotech. <br /> 1. Design bearing strength 2000 psf. Coefficient of friction 0.25. plant AITC inspected.Wrap individual members. <br /> Passive resistance=300 pcf. Carry all footings down tO undisturbed E. Wood Roof Trusses R� Submit shop drawings for review prior fabrication. 2-1/2 in. wide <br /> soil,minimum depth =1'-6" unless noted. purlins shall be industrial grade. (FB=2400 psi; Fv=165psi; <br /> 2. Carry all footings down to undisturbed soil, minimum depth =1'-6" Shall be factory fabricated trusses.Design and fabrication shall E=1.8x10 6 psi; C=650psi). <br /> unless noted or compacted fill 95% per ASTM D-1557. conform with the requirements of the International Building Code 11.Plywood: Roof sheathing to be 15/32" C-D INT-APA plywood wit <br /> -• and Design Specifications for Light Metal Plate Connected Wood exterior glue,P.I. 24/0 (Use 5-ply for panelized roofs).Nailing <br /> 8d@ 6"o.c. at panel edges, 8d@ 10"o,c. at intermediate support <br /> C. Concrete Trusses published by the Truss Plate Institute. <br /> 1. Detail,fabricate, and place re-steel as shown in ACI" Manual of Engineering design and shop drawings bearing the stamp of a Oriented stand board of equal strength may be substituted for <br /> Standard Practice" ACI 315.- professional engineer registered in the State of Washington and plywood.. <br /> 2. Concrete of following 28 day test strength. showing all details of construction required for a complete 12. Pre-fabricated members to be designed by Washington State <br /> a. f=3000 psi,5-1/2 sack cement per cubic yard, (no testing installation shall be submitted to the Architect for review. licensed structural engineer and in accordance with requirement <br /> required) shown. Submit complete shop drawings with engineer's seal for <br /> b. Precast walls f=3000 psi. Headers 2-2x8 typ. interior bearing walls for DF/42<3'-0" review prior to fabrication. <br /> c. Maximum slump 4" 3-2x10 or 2-2x123 exterior walls DF#2<6'-0" <br /> d. Reinforcing fy=40,000 psi. ( unless otherwise noted on plan). <br /> D. Excavating and fill <br /> H Structural Steel <br /> I. Timber Framing \,f <br /> 1. Excavation and fill shall generally conform to IBC 201 1. All steel except tubing: ASTM A-36. <br /> 1. All lumber to begraded per Book No. 16 of the West Coast Lumber Pipe: ASTM A-53, type E or S,grade 40.Tubular section: ASTP <br /> Chapter 18A and Appendix J IBC 2015. <br /> 2. Foundation,wall, and slab areas shall have all existing unsuitable Inspection Bureau.: HF/DF No.2 for joists, rafters and light A500, Grade B. All bolts: ASTM A-307/ASTM A-325, type X. <br /> g <br /> framinplates, and 4" wide beams. DF#! For post and 2. All fabrication, erection and detailing in accordance with the lat <br /> fill materials removed and disposed of off-site, and be excavated b, bracing <br /> down to suitable undisturbed native soils. <br /> other beam. HF/DF stud for 2x4 studs. edition of"Manual of Steel Construction" of the American <br /> Excavated material may be used for fill if approved by Engineer or 2. Comply with a latest edition of the NFPA "National Design Institute of Steel Construction. <br /> Geotech. Specification" as modified by the IBC for all structural timber 3. All welding by WABO certified welders in accordance with " <br /> requirements. Welding Handbook" by the American Welding Society. <br /> 462_ <br /> 3. All 2 inch lumber be kiln dried. 4. All welds to be 3/16" minimum continuous fillet welds using AS` <br /> 4. Joists and rafters to have 2" thick solid blocking at supports. A5,E7OXXX electrodes. <br /> 5. Joists to be anchored to masonry walls with lOga. X 1-1/2" x 10" 5. Field burning of holes is not allowed without inspection by <br /> steel anchors (with 2" hooks)@4'-0" o.c. max. Nail to joists or engineer. <br /> blocking with 8- 10d nails. _ 6. Provide washers on bolted connections. <br /> f ,31 <br /> 0`,' .. 4I20 Hoyt Ave.- <br /> _ <br /> ,ry 't 4,1 r n ,.:„..0' <br /> tAPPROVED BY: 'Everett,WA 91203 <br /> \ R ��t�" //. send.�i S}Icwt.,/ <br /> (425)252=2373 DRAWN BY SVZ_ <br /> r J. <br /> �" 2. REY[SED <br /> *),..,,- A ->%111."ii". 41,1,17)I? <br /> 7,AW.3 NVMGER �nj <br /> / COTES y <br />