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� <br /> Mar 11 02 10: 36a J� Spane 36I16292137 p. 3 <br /> r � <br /> � <br /> PUBL/C f�f/O/�L�"s <br /> ENGINEER/NG /PU91fC SERY/CES DEPAR7MENT <br /> March 5,2002 ID 5 L," L� � ,;J � '1� <br /> 1iro Spanc h <br /> fv1,4R 2 _ Z002 U <br /> 27004—64` Avenue h'W • <br /> Stam��ood, W:�. 95292 CIT�' O1� ��/�I�E1"I' <br /> Permit Services <br /> RL: O�vner. Kjoiso <br /> Joo Address: 1�330 E. Marinc Vicw Drive <br /> Plan Check No: B0202-034 <br /> Dear v[r. Sp:mc: � <br /> In response to your applicaliun f'or a consuvction pernut, your plans have becn examincd and you are <br /> adviscd th�t the issunnce of a permit is being withheld for the reasons listcd below. These comments <br /> a�dress bu�ldin� issues only. Additional revisions. or additions, may be requin:d by other <br /> depan�nants (such as Utilitics, Planning or Firc). All rcferences rcfer [u thc 1997 Uoiform Building <br /> Code, as amended by the St�tc of \N:�hington ancUor W�shington State Energy Code, 2U01 Edition, <br /> unless statcd othcnvise. <br /> In order Cor t6c processin� of yuur appUcation to contiuuc, it N•ill be necessary to provide thc <br /> Building nivision �+�ith twu comnlete new sets of dra�vings reflectin� the corrections'requcsted. <br /> 1, Please provide the proposed ttsage For the Floor and loF[spaces (this proposal anJ fiuure). <br /> _'. Plcase provide a cross-section of the ���a11 or guardrail at �he edge of the lul't. <br /> 3. The plans should includc outters and downspouts. <br /> 4, fti a�y portion of the buildinc is to be he�ted, the plans shoutd show compliancc with thc <br /> �V�shingron St�te Encrry Code. <br /> V S,) 1'he c�lcul:itions for thc 6 X 12 p�+sts contain numerous areas of conten[ion. Amun� them <br /> \/ are: <br /> u) When using the projccted area method, how can the top two fnet of the roof be <br /> ncglected^ <br /> h) (C thc lowest girt is nvo Cect abovc �he ground, ho�v can the bo[rom 2 feet of load go <br /> dirccdy to ihc siab? <br /> c) If the metal roofing and sidicig �ro ro eontribuce to ehe laterai system, faseenin� dewils. <br /> ' load-paih details, and�ccompanyin� shear vulucs must 6c provided. <br /> d) The m�simum moment in � canulevcrcd m�mbcr is at the fized cnd. Moments <br /> should be calculaud from the rop of the concre�e. <br /> c:) The loading from thr roof should be a point lcad �pplied at the top �f thc post. <br /> � l'he section moduli of a 6 \ 13 �nd 6 7: 6 nre 12L2 in. 3 and 27.7 in. ; respectively. <br /> arrnm.oai_���.+ni.rw�.ou.n.�,i,��+7nc .avunr:.v:.wuNivo .;� ^9' 9:.7.22QC • F�1x ^7F 25i-6ASn �� <br /> i','T�' �.F r_V�i�tT 1 3�00 C�i7�lt SIfCCt • �vcrClt. bYA 9d�V1 • (�_S) .. �-' -) <br /> � <br />