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DTT2Z BEAM TO RIM �` '_DTT2Z BEAM TO RIM — <br /> 1221 1. FIr+ - no <br /> / ' � ZxBC Mco <br /> V N <br /> ir <br /> 0 in <br /> > 4x10 rN <br /> C6727, <br /> :r ,x10 0 0 <br /> � <br /> HD- v P.T. 4x12' c'5- �' 6 p N <br /> N <br /> STPINC.1G - P.T 4x10 <br /> Jibe, i ( P.T.4x12 i K Ci' <br /> i rJ . 44 4' �\V 6ILO D.C. I E <br /> o <br /> T <br /> P.T.2X12 STRINGER N r <br /> k. +I •4 o$ <br /> g I � d <br /> P.T_,4x 10 P.T.4x12 ' I (I) N <br /> r <br /> N�kyJ�` '� SfP�IP!(aE1Z Q 3 <br /> F o <br /> \J12 Tit <br /> uv P.T. 2,K'-I OIAGoNPL. ' ry a <br /> V.- L�L=cClo�iiGl T i r i j I i ry rn <br /> u Q <br /> F- <br /> 1- <br /> 0 <br /> r O <br /> Q U <br /> wQ <br /> (/) 1- <br /> E <br /> 0 <br /> u <br /> LA <br /> ciiv <br /> c <br /> .5, <br /> C <br /> N <br /> N <br /> N <br /> OD <br /> t- <br /> .W <br /> 00 <br /> Q <br /> Ln <br /> 0 <br /> vi <br /> 000 , y w <br /> SION- ig <br /> Plan Notes: <br /> 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. <br /> 2. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL <br /> DIMENSIONS. <br /> 3. PROVIDE AC, ACE, PC, EPC, LPC, OR LCE COLUMN CAP AND BASE AT ALL BEAM <br /> TO COLUMN CONNECTIONS U.O.N. <br /> Balam Deck 07/18/17 <br /> Q$ <br /> PROJECT DATE <br /> Deck Framing Plan _ 11435 2o��-oz <br /> PROD.N - — <br /> srRu��r� e�� <br /> 1/4" = 1 -0" DMR <br /> (a 6Z�fiCJ��L��G�� DESIGN <br /> Oct. 19, 2017 - Permit Corrections 02/00 <br /> SHEET <br />