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ctTv or__r,t'r�rT_r <br />»UILi)TNc nrr:���rnn:���' <br />� �.n���J.•Tlnr: ti�ir�:1� <br />llA'('F JiY.setubEC�.4...-L984 ---- <br />t,p;,;�!2__N.�d1�N 11 <br />�,p`:'1'!2ACTOR Sno-Kina Construction�— <br />,h R C: I 1'P E CT _.�— <br />�t0o S7TF. annz;:ss 2401 Tavlor Drive ,_ <br />TYPE OP C��XSTRUCTIO;� <br />usr: <br />IJSL �ON7?7G -- <br />FiRE �nNE <br />OC(:UP�1\CY GROUP— <br />OCCUP:I�T LUAii___ <br />1'l.A\ C:�i:f.K 1�0. 84� 28 <br />ermit, pour p.aris and sp�cific;itions <br />3n re5ponse to your apnlication for a p �rmit is <br />have Uecn eaarined and you are ad�'ised tnat the i�suance of a P- <br />�aithheld ior the rcasr�n� iiei'°in�ifter set for`.h, '��i';; CARGFI]L1.'- �ns�:cr <br />questions and make ex;�lanatiens nv corrr,�l_in�ctio��Dcn�trent.�n(�his sheu- <br />pl;�ns n:ust bc suUmit:Yed to thc 1iu�ildin�; 1 <br />must be ren:rned ��ith original plans and srecificatians or the�' �ai.11 Ue <br />i:iled as new Uusi.ness.) 'C���i SL,; <br />- �� �T�r CODP 1�82 ELITIO;� <br />ltcm No. <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />U1�Ii�CR�� 3JILl , .� • - <br />IDrawings submitted cannot be approved because the truss <br />, design is not applicable to the building and the proper <br />Idesign must be submitted 6efore the permit can be issued. <br />' If the truss on the open side is not covered, a11 truss <br />; members must be pressure-treated. <br />I6 x 6 colu�nns are subje�t to combined flexural and axial <br />Iloading and aie overstressed. , <br />Nailing of exterior siding and roofing to be designed to <br />� transmit shear loads due to wind. <br />�Submit detail of connection of 2 x 8 purtins to supporting <br />wall. <br />2 x 6 N2 D.F. purlins must be spaced at 12" o.c. <br />2 X g�2 Hem-Fir purlins must be spaced at 16" o.c. <br />,��� t o <br />i�lt3/�F'( <br />5,�: Kivs �c',�,� <br />Examiner <br />2516(c)11 <br />Pa;�'_l—°f 1._ <br />� <br />m <br />