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<br /> Au 19 1996 A�/����� � .
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<br /> Lynnwood,WA 98033 �A�, . '
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<br /> RE: Lot 7,Plan 3290,CCC Job"Five Hundred" , '
<br /> (Everett Plan Check No.: 52455)
<br /> I)ear Mr. Brokaw .
<br /> The following is a listed response �.o the structural nwiew iteme for ihe building compnnents
<br /> designefl by this office for the above referenced Project. The plsa cl�ck,Evaett Public� _
<br /> Works Plen Checic No. 52455,dated Augus!9, 1996,was perfomied by Jeff Heilman,
<br /> Development Technician..
<br /> �f l. Submit manufqcturor Lvss drawings and calculations,sealed by a Washington State licensed
<br /> engineer at this time.Or,provide a note on the drawiogs�ting that thc sealed huss drawings
<br /> and calculations will be reviewed by the architecUengiaarof ra:ord,prior to submittal to the
<br /> jurisdiction for epprovaL
<br /> Be,sQotyq�: Rejer to paragraph(3J, Floor and Rooj7Furses tn the Struceural Notes on sheet A/I.
<br /> See also the appended paragraph in the Shop Drawrngs section ojthe Structural Notes.
<br /> ✓12. Call out anchor bolt sizo and spacing on foundation plan or deteils(180E.6)Show both typicat . '
<br /> wall and sheaz wall condition.
<br /> ��: Anchor bolt spacing is rejennced on rhe she�v wnll schedule on Sheet A/2. Founilation
<br /> notes have been appended to the foundatron plmi defining typicul minfmum bolting mid
<br /> maximum spacing and refers to the shear wa!/schedule jor additional tou�horGrg
<br /> requirements.
<br /> ✓13. If required by swctural calculation,show size, location and embedment length of hold down
<br /> anchors on foundation plan. (2312-1)Note on plan d�at hold down hardwaro must be secured in
<br /> place prior to foundation inspection.
<br /> Resnonse: Hold down 6olt and sdap anchorage notes have 6een appended to tlie,jorordation plmr. .
<br /> A noee regarding onchor placement bejore inspection has also been added. '
<br /> ✓l4. Detail(and referonce location on foundation plan)typical foundation sations for:perimeter
<br /> walls, interior bearing walls,deprossed slabs,foundation common to dwelling end garege,
<br /> garage entrance, spread and/or post pads.
<br /> Besp¢t�: Rejer to the new detai!sheet A/3.A for the requtsted foundation detorls.
<br /> ✓15. Show foundation walls extending a minimum of 6"above the adjaceut finished grode.(1 d06. 1)
<br /> Bespst��: Rejer to the new detail sheet A/3.A and detail FA1 oi sGeet.!/2,�or rhe minlmum finuh
<br /> grude to sill plate rejerence demension.
<br /> P.O. BOX 2455 • KIRKL4ND. WASHINGTON 98083-2455 t PHONE/FAX: (208)488-6008.
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