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ARCIIfTECTURAL DESIGN <br /> A S S O C 1 A T E S <br /> 1 N C <br /> .::Il:vt�fl�Att�:01 �:\-ef[II.N'1��I��Ion9R:01 l:�:\¢.0661u <br /> 9'4-ZVOO <br /> Tony Lee, Associate Engineer <br /> City of Everett Building Department <br /> 3200 Cedar Street <br /> Everett, WA. 98201 <br /> Re: Glenwood Tercace <br /> 53G0 Glemvood Ave. <br /> Plan Check No. B-56876 <br /> Dear Tony, <br /> Please find below our responses to your revie�v comments dated G-30-2000. VVe have used <br /> your numbering system foi each comment. <br /> NONSTRUCTURAL <br /> General <br /> 1. Unit A. We have put the ASW b�ck into the Unit A string of units justified by <br /> tl�e following calculatiuns : <br /> A Units Type V-N Construction <br /> Each Unit includng garage = 2022SF <br /> Allowable Sprinkled Area ( Table 5-B) 6,000 SF x 2 = 12,000 SF <br /> Seperation on 2 sides of 30'-0"- 10, x 1.25% = 1,250 SF <br /> '1'OTAL ALLOWAI3LE AREA = 13,250 SF <br /> 6 units allowed before ASW ( 2022 SFr G = 12,132 SF inax. before ASW. <br /> This is shown on sheet 1 /22. <br /> 2. Detail B sheet 22 shows a typical separation construction. <br /> Construction <br /> l. Please find the ventilation calcul�tions on sheet 5 for unit A <br /> sheet 9 for Unit I3 and sheet 13 Cor Unit C. <br /> 2. The size of thc strip footing shown on sheet 13. has been changed to 24" <br /> 3. Sprcad footings increased to 24" square on sheets 5, G, 13,18 and 19. <br /> 4. Detail A sheet 22 <br /> Accessibiliry <br /> L Grab Bar shown � back of shower sheet I G. <br /> Thank Yuu for your comments, your technical espertise is appreciated. <br /> James Thomas <br /> ARCHI'I'ECT <br />