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(S <br />PL 1/4" X F <br />1.5" (TYP) <br />C) <br />q <br />LO <br />C0 <br />'t <br />W, <br />w <br />U) <br />-j <br />a_ <br />z <br />W <br />co <br />1/2" = 19-099 <br />S1.00 <br />57 <br />T- 7 3/8" <br />(2322) <br />71 f-1 1/0" <br />(2220) <br />oa <br />—7 <br />52 <br />U) <br />C0 co <br />"K <br />152) <br />HSS6X4X3/8 <br />13 3 <br />BENT PL SEE 4/S5.00 <br />HSS6X4X3/8 <br />00 00 <br />m n <br />x X <br />U) <br />HSS6X4X318 <br />HSS6X4X3/8 <br />0I <br />Hss,5mx3,- <br />00 <br />C0 <br />1 <br />3� <br />ix <br />—E3 <br />m <br />COL CL <br />D <br />ri <br />7 C/) <br />ji <br />6 <br />U) <br />LU <br />LL <br />[51.00 <br />\ COL CL <br />N <br />co <br />co <br />x <br />x <br />cc <br />M <br />COL CL <br />I <br />HI <br />HSS3X2X1/4 <br />Y—III <br />7 1 <br />E= <br />EQD. <br />HSS2X2X1/4 <br />II <br />EQ EQ (L EQ ECG <br />Ile <br />�d <br />L <br />Fri <br />Ll <br />10 <br />WEST ELEVATION <br />1/2" = 11-017 <br />5/8" PLY SHEATHING. <br />FASTEN TO JOISTS W/ <br />#10 SMS @ 6°'OC <br />(EDGE), 12"OC (FIELD) <br />600S 162-54 @,- <br />MAX CONN TO <br />SIMP SON SSC4 <br />S DO 0 <br />ROOF PLAN <br />1/2" = 19-00g <br />i ou - 0" <br />USTRUCTURE <br />99 - 1009 <br />*PEN LID HEIGHT FROM RAIL <br />4v - l lug <br />NOTE: <br />1. SEE FRAMING PLANS FOR BALANCE OF <br />INFO NOT SHOWN. <br />2. EAST SIDE FRAMING OPP. <br />2 <br />T- 2 3/4" <br />(2204) <br />T- 7 3/8" <br />(2322) <br />51.00 <br />Uj <br />co (0 Co <br />-, I :t'a <br />LO LU <br />X <br />CD n- 3 <br />U) o <br />U) <br />�,SI-OV 1/2" ® l'-O" <br />COLCL <br />co <br />0) LO <br />COL CL <br />mul <br />Q <br />OPEN LIIQ HEIGHT FROM RAIL <br />NOTE: SEE FRAMING PLANS FOR BALANCE <br />OF INFO NOT SHOWN. <br />III <br />I <br />III <br />II <br />— <br />— — — <br />III <br />II <br />III <br />— <br />HSS2X2X1/4 <br />-L-j <br />� <br />III <br />II <br />III <br />III <br />E <br />0I <br />llll <br />� r 'I <br />HSS2X2XI/4 <br />— <br />— — — — — — <br />0 0 IN <br />Architecture m, Interiors <br />Planning - Englneedng <br />Client <br />@ MACKENZIE <br />2021 ALL RIGHTS RESERVED <br />THESE DRAWINGS ARE THE PROPERTY OF <br />MACKENZIE AND ARE NOT TO BE USED <br />OR REPRODUCED IN ANY MANNER, <br />WITHOUT PRIOR WRITTEN PERMISSION <br />-1 <br />REVISION SCHEDULE <br />Delta Issued As issue Date <br />99 <br />ATA CABINET, SEE <br />ARCH FOR LOCATION <br />kEN UD HEIGHT FROM RAIL <br />T/PONY WALL <br />6AA <br />DRAWN BY: HMR <br />RAIL HEIGHT_& <br />9 1/2" CHECKED BY: TSK <br />SHEET <br />NOTE: SEE FRAMING PLANS FOR BALANCE <br />OF INFO NOT SHOWN. c ot nn <br />