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. __ � c. <br /> B siid�n,�. <br /> -= Good Residence Addition <br /> = 4825 Fowler Avenue. <br /> - Everett,WA <br /> - F'roject Number. 2003.2608.00 <br /> Project Engineer. Andrew L. Hemck, P.E. <br /> Mike Bledsce <br /> SBderuk Engineering Works, LLC <br /> 1932 First Avenue SuRe 809 <br /> - Seattle,Washington 98101 <br /> - (206)728-4844 <br /> Architect: Robert Humble Architects <br /> - Ben Dalton <br /> 281714"Avenue South <br /> - _ Seattle,Washington 98144 <br /> _ (206)551-3036 <br /> Desi6n C�Iterla: 1997 Unifortn Building Code <br /> Roof Dead Load: 15 psf <br /> Live Load: 25 psf(snow load) <br /> Floor Dead Load: 15 psf <br /> Live Load: 40 psf <br /> Concrote and Relnforcing Bu: 26 day strength for slab and footlngs=2500 psi <br /> 40 ksi reinforcing bar. <br /> Use: Sfmpson Strong-Tie Connectors per pians and detaik. Install per manufacturer's specification unless <br /> noted otherwise. <br /> All new exterior walls shall be HFN2 2x6 studs spaced 16" on center, �nless noted otherwfse. <br /> All new interior bearing walls shall be HF#2 2x4 studs spaced 16" on center, u�less�oted othervvise. <br /> All wood members exposed to weather or concrete shall be treated. <br /> All metal connectors exposed to weather shall be galvanized. <br /> All nails and/or bolts exposed to weather shall be galvanized. <br /> A-307 bolts and lag bolts at connections and embedded anchor boits, unless noted otherwise. <br /> 2x Lumber HF#2 KD fb=1155 psi(min), E=1,300,000 psi(min). <br /> Trus-Joist PSL beams Fv=290 psi (min), Fb=2,900 psi(min), E=2,000,000 ' ( in). <br /> �•N L. AI'P,� <br /> O . o�' ��•ti �i,�. <br /> ��, . �� <br /> � ;o •� <br /> 83 � .`� <br /> � �'��CISII'.R�� '�' <br /> � <br /> �5;�,����. �.;�>' �/6/63 <br /> E%PIRES: S/2�1 �—` <br /> 1932 first avenue,tuite 809 seaHle,washinRton 98101-2498 r=206+728+48M ((•��206+728+7N3 s'�slideruk.biz <br />