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('./US/='CCS ]7.3o C2574.^P,' "" �^,oy ppopi�r�y qo!�+a7 PAiE Cl . �,���,�'�/ P E T F R
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<br /> �;„ N A L t S
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<br /> EliIGfNEERltI�G / FUBLJG SERVECES L?E� .�T�fC1�tT ��(J(� �� 4552 5t AVENUE NE
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<br /> ,�. ���_ --��--- �fIIL�IP�� G�rIU, �`:.- TEL?1206 537980�3
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<br /> March 28, 2005
<br /> }.qr. Adam Clark
<br /> Gar}� Parkinson Architats
<br /> 2812 Colb7' Avenue
<br /> Fvcrett, �'�A 95201
<br /> R�; O«'ncr: ]mrnanucl Lutheran Church
<br /> ]oh Addrcss: 2521 Lombard �
<br /> P1an Check No: B0502-033 ���.�� TO [��r� $�11i(�I f l�� G.F_.-IGr'^-L� U�f�����-' '
<br /> pear Atr. Clzrk: •
<br /> In resF.�nse to pour spplication fer a conswction pern-�ic, your plans hz��c Uccn examined
<br /> and you arc ad�'�sed that the issuance of a permit is being H'ittilicld for the reasons listcd
<br /> beloa. These comments address building issucs only. Additional re�'isions, or
<br /> additions, may be required by othcr departmcnts (such as Utilities, Plannin�o5��c ot �
<br /> All refercnces refer �o thc 2003 Inlernalional Building Code, as amendcd bunicss state:d
<br /> Washinglon andlor R'ashington State Ener�� Code, 2001 L•diuon,
<br /> othcrwise.
<br /> In urder for the processing of }'our application lo conl'muc, it ���i11 be necessary to __ __
<br /> __ _ __ _—__ _ _
<br /> pro�ide tlic Building Di�ision rrith tao complete nc«� sets otdraµings rcl7cctiug the -- - -- 5'1- TD It� P✓�//� .
<br /> eorrections rcqu�slcd. / �i � ��i2{Pr /N $'�' • ���� !'t?�S $F� R�ViS� `Sh�' � �N77h�' �_�
<br /> � �IVFi LU"�95 . rt�Fi IS N� SJP�Zk (ICLY="•1N /z6f�Pr/tJPQ.'� . �S�-r/ C•sU.GdLA�T70�.� (ir-'✓r r<'�-r1
<br /> 1. Fleasc re�•ise the structural design criteria ro itidicate the proper building code p ��E �.,t� MIN • LL 15 G9MPu�'W�7�'E �N �°'� �FS , '�� '��S '
<br /> and juricciiction, Flcace rcvise basic u ind speed. Piea IicaMc)alibrary c a ridors f�-��"� � � - —
<br /> for Library Re.ding Room. 1-ibrary Stack Room (if app
<br /> classmom corridors abovc C�rst tlocr and all stxin and exits. (IBC Tbl. 1607.1)•
<br /> n� �-a�v E�� : �rr�r�sJ , w�Nc� �� ;, ,�
<br /> I 2. Piease pro��idc s�ructural ealculations a�iAi re��isions to provide comptiance wieh 2 i,,f�NO ��t �3 r� �AS �j� .�5�'
<br /> Qie [evisrd codc ancl dcsign loads of Itcm I. Thc 2�13 IBC �;'ind Criteria must �N„�V •��..� DESrbN frN�j is �6l-�M�G l.GrJTQs��P• \
<br /> bc addresscd,
<br /> NoTLS Clr��4*oNs/54 � �' EEEn.� r°�J���r_- ?b -����
<br /> 3, Plcase revise the inspection nores to comply �'�� the 2003 IHC. Include the
<br /> requirement for the spc:ial inspeclion of drag struts, braces and hoid-downs per �. �' „ ���� �NSF�'��S , � �, v
<br /> ;aci�o�.�. 5 „ a✓nvrry !�sua-mf� F�P�
<br /> ' vBsfrR^�AT�3US i. ii'.�P�'�-. �.-;
<br /> 4, Pleasc indude the rcquirement for Stn�ctura( Obscrvation per IBC 1709.1. `' pE(+deDIG
<br /> _ G��TA�;:�
<br /> 5, Piease pro�'ide a quality assurancc plan fer Seismic Fesi�tancc per IBC 1705.1. , o„ �o�a•ti�;�,�,•
<br /> �"1� � �'� �aw-- w ��� �':�'�"`'.,.:��
<br /> This can bc addres�ed in the slruc[ural nolcs. �
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<br /> �� P \ l4Ci7 � 4''�
<br /> (TY OF LVCRETT • ��0�G'dar Street • Evere;t.1':A°9201 � (<25) 257-8E�• Fsx(c25)257•8656 �,n qE'r,ferct� '`�j`
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