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Plans (57) p2 El ih 20 TW T8 P R04 22T1E D Uzi1 14 1`�3-, 2' ill 2 15'9" 152'7"14 Iy8 a' _ -f f F Q.2e m Lim a N EMU' :1 .i Nm m m n m. m m m m m m m' 11m m m m m m m ,, m ,, m m m .. En ® If .I N m m —8-1. :13X MI7 .- I I _ p1 ¢ m v m ( 4X12 FLUSH BERM HERE J� : N � _.. 7 ' mmmmmm It-id m IiI 0� Z6 ZS 1/8 < rZ4If _...—Z7 .. 1IIAP II , x X JP I I I I— m ® 1G � III � J i a w^ ...... Jj32 14111 ___ _ _ �.._ ,. .N Q m 3m � mlm m m� N1�� 1 .. 111111 . . N , • oJ2 1�I m ¢ m J2 J3 1141 ' all ik 1. / M N 1 ' ;F; Ii, pi_ �, ~- By ' _ LL = •cc i I I CC LLJ BPI ( TYPICAL RT EXTERIOR =1 91 - i _, U WALLS UNLESS NOTED OTHERWISE m ffi Co W C m CJ IN i I- I o 4 \_ cr I a cr CL Dz E INDICATES MECH SCREEN POSTS m "4 L1J =II m X' INDICATES FALL RESTRAINTS i . m Z 0 046 = IZ =W CL FOR HANDLING: 4 ~I—02 M li_ D Cr) a n For Handling, Installing, Restraining, and Brocin9 of Trusses, refer to 4 1r, 0 y sheet BI of BCSI Summary Sheet. Contractor to review prior to oFE-loading © •• •• .. .• i i C .00 7) trusses. I C) O Cf) _U o4G ! E (flLLI ® O CDiz -0 -I— 0 0 N a I U) D C FOR PERMANENT BRACING: 020 I D CL OD I U 1) Top chord is braced with the roof' sheathing. I U I� Ee y U] 2) Bottom chord is braced with the gyp board ceiling. You may leave the w bottom chord temporary bracing on the trusses even after The rigid �I X 0 ceiIin9 has been appl ied. a m 3) Compressive stay-brocin9, if necessary, is shown on the individual I m truss drowin9s. F-4 Q I n, I JOB NO " T — __ _. 05 4 1115042 15'9" I 24'3" I 23'5" I 36'1" I 28'10"6 -I 6'2"12 14'10" I 28'11"12 168'4"14 PAGE N0 = 1 OF 1