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� <br />Ltr P.. Wa�ner <br />June I i, 2002 <br />Page 2 <br />5. Detai] new ledgcr at existine house speciFy connections of ledger to existing housc. <br />6. It appears that the pinns are showing a window in the bathroom, one-hour resistive <br />construction is reyuired be.ween a garage and a dwelling unit. <br />7. Show minimum 18" clear crawl space and minimum 12" clear under girders. <br />8. Provide solid blocking capable of transFerring lateral loads From roof to exterior walls. <br />9. Call out double top plate, with splices lapped 48". <br />10. Specify'/z" diameter by 10" anchor bolts @ 48" o.c. T' minimum embedment. Minimum 2 <br />each piece and within 12" of each end of each piece. 2" x 2" x 3/16" plate washer on all <br />anchor bolts. <br />11. All footings shall rest on undisturbed soil not less than 18" below the firiished grade. <br />12. Specify size, location and quantity of roof ven[ila[ion, show on plans. <br />13. Provide insulation baffle over insula[ion in attic. Main[ain minimum 1" clear air space <br />over insulation. Baffle shall extend 6" vertically above batt insulation and 12" vertically <br />above loose Pill insulation. Show requirements on plans. <br />Pleasc prepare a response letter showing where each item in this c;or:ection letter is addressed on the <br />plan set. <br />Upon resubmival of the drawings, your application will be given priority and plan review will <br />recommence. <br />All required submittals shall be of sufficient de[ail and contain suffieient information to ensure that <br />the proposed strucwre will be constructed in compliance with all adopted codf;s. <br />Sincerely, <br />��� <br />Jeff Hei man <br />Development Technician <br />Df[�I/1'L\(eL11STiW[IL\fAp',ti0_'06.W] l'-919 — Itl°i STitF.LTi (./� <br />