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� sliderule �0`�� l G �UUZ_ <br /> MqII�Tll1a IIMh�II( <br /> Gurtismith Residence Dormer Addition <br /> 362 Heather Road, Everett, Washington <br /> Project Number. 2007.9869.00 � .I <br /> Project Engineer: Andrew L. Herrick, P.E. � �w f� + �P ��� <br /> Sliderule Engineering Works, LLC ��V� <br /> 1932 First Avenue Suite 809 <br /> Seattle, Washington 98101 <br /> (206) 728-4844 <br /> Architect: Robert Reed <br /> Robert Reed I Architect <br /> 4309 Olympic Boulevard � , <br /> Everet.,Washington 98203 <br /> Deslgn Criteria: 2006 Internalional�uilding Code <br /> Roof Dead Load: 15 psf Floor Deud Load: 15 psf <br /> Live Load: 25 psf(snow) Live Load: 40 psf <br /> Wfnd Speed: 85 mph Seismlc Criterfa: D-2 <br /> Exposure B, Kzt= 7.0 R= 6.0(shear walls) <br /> Ss= 1.5, 51 =0.50 <br /> Use: Simpson Strong-Tie Connectors per plans and details. Install per manufacturer's specification unless <br /> noted othenvise. <br /> All new exlerior walls shall be HFN2 2x6 studs spaced 16" on center, unless noted othenvise. <br /> All wood members exposed to weather or concrete shall be treated. <br /> All melal connedors exposed to wcather shall be galvanized. <br /> All nails and/or bolts exposed lo wealher shall be galvanized. <br /> A-307 bolts and lag bolls al connections and embedded anchor bolts, unless noted otherwise. <br /> 2x Lumber HFfl2 KD Fb=1155 psi (min), E=1,300,000 psi (min). <br /> 4x Lumber DF#2 Fb=1100 psi(min), E=1,600,000 psi (min). <br /> , ��1 L. 1� <br /> , �- oe <br /> ,'�4�w �^. <br /> , Qi <br /> p l�Cc�I��1�J �_; . i � - � <br /> LJ (` .. rp^ �rF�!'T��� \[' <br /> SEP � g i,n�/ �s'��o,v:�t. ��� �cJ���� <br /> GITY OF t-v� �FTT D�IRES �iz;y O <br /> f'ol'f1111 ;. JICAti <br /> 7932 lirst avcnuc,suitc 809 scattle washi,igton 98101-1498 r=206.728+4844 ����=206+728 4 7643 � =slidemle.biz <br />