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SHUTLER JOB CkC`,'\k- 1)`r <br /> 111.k Ill -CONSULTINGIte <br /> OW MIENGINEERS, INC. SHEET No. OF <br /> CALCULATED BY <br /> 12503 Bel-Red Road,Suite 100 DATE VO,t 4 <br /> Bellevue,WA 98008 <br /> ;}` (206)450-4075 -- FAX 450-4076 SCALE JOB No. <br /> PANEL WITH PARAPET <br /> e <br /> OF WALE. C.:-1" MAX. GAP <br /> BAR JOIST <br /> R e= (LEG-1)/2 + 1 + t/2 <br /> a <br /> -„ L6x4(LEG=4") L.6x6 (LEG =6") <br /> ysW,T, ___. <br /> t(in) e (in) t(in) e (in) <br /> 7.� ► 5.25 5.125 5.25 6.125 <br /> EG s 7.25 6,125 7.25 7.125 <br /> 8,75 6.875 8.75 7.875 <br /> p <br /> �y 9.25 7.125 9.25 8.125 <br /> �t5,al <br /> t .I 11.25 8.125 11.25 9.125 <br /> I <br /> PANEL WITHOUT PARAPET <br /> R <br /> e <br /> OF WALL L8x4xYz CONT. LLV <br /> 2x6 WOOD 'g e = t/2- BRG/2 <br /> NAILER ; ,, <br /> V ENV t(in) e (in) USE(in) <br /> . .a- 5.25; 0.625 1 <br /> ilt <br /> 7.25 1,625 <br /> 8.75 2.375 2 <br /> �� 3 <br /> wv ?" BEARING BAR JOIST <br /> 9.25 2.625 3 <br /> PER PLAN <br /> 11.25 3.625 4 <br /> t <br /> STIFFENER WITH PARAPET STIFFENER WITHOUT PARAPET <br /> 0 OF " <br /> 1 WALL e e =(t+1.5)/2+3.5 OF ��<e- R e= (t+1.5)/2 <br /> kk WALL <br /> _ tR <br /> t(in) e(in) t(in) e(in) <br /> 5.25 6.875 !WM 5.25 3.375 <br /> 7.25 7.875 , t 7.25 4.375 <br /> l k 8.75 8.625 4x TOP — / r> 8.75 5.125 <br /> 1 9.25 8.875 - 1�2 9.25 5.375 <br /> / 1.72' PLATE t, <br /> , , <br /> 11.25 9.875 1. , i:� 11.25 6.375 <br /> 4x6 <br /> t LEDGER <br />