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Plans 1 CITY OF TIG iRD Approved . I ,<t Conditionally Approved i t For only the vtork as described in: TN, TEGTdR9 PERMIT NO. ��o- 01ig..1 3 3 5 rn <E See Letter to: Follow I ] Attach Job Address: 12 O SI vJ A IAT I ) By: MAV Date: 7 1. 23—a \\) )<;,„ O DINADN9 i t cl ^' C NGS " x 0" )! 10" 1 edr E ACH 63D j . v, 1 ° � KNv t i Ir'% OF NEAW96c H) r DES Sl Q - !(L' \L ' ( J r i 1 �( �o ! I r t tipch g ! = f — _ 11 ;A — - -- - -,– -_ - -- t cl I PA ,� ? x12. &. /6 ac. /7-9 !_ — _ = _ - - - - -- —gi; Fir --4---, . k I - 4-x9 /x -. - ki _ - i _� X'im it 6- 1;. -,' — 1 1 12 0 ZD 5 1-+J INICCEIERAL CONTRACTORS, INC. i \ Gcl u T 8838 NE SKIDMORE PORTLAND, OR 97211 (503) 287 -8814 OFFICE COPY- - 1 D • Project Name: Graham Residence 07 -02 -2003 �$0 D Ali k, c Designer: Dan Glennon Architect �c_ *�� Member ID: Header for Second Floor Load D aniel P. 0 V Wood Beam Design Analysis - NDS 91 Glenn / o w n Douglas Fir - Larch, No 2 1 - 4 x 8 PORTLAND, OR, 0 Cf CM CD Ct Cx Cr Ch Adjusted •,'- � Fb 875 1.3 1 1 1 1 1 1137.5 . � , + Fv 95 1 1 1 1 1.5 142.5 OF ®��' E 1600000 1 1 1 1600000 367 plf Live Load, 132 plf Dead Load Udetta = 360 Specified Span: 4 ft 0 in Fb %= 34 Fv %= 29 E %= 9 ,4L1- VA U6S 1.655 TN"! /QOZ. ¢x D.F. /,L ti/D. 2 Cf - Size Factor CM - Wet Use Factor CD - Duration of Load Factor Ct - Temperature Factor Cx - User Defined Factors Cr - repetitive Member Factor Ch - Horizontal Shear Factor