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Q <br /> SHEET A3.1 - Notes <br /> Z <br /> Notes InOdicated By: � <br /> w <br /> Q <br /> 1. 24 ga. G. I . Corrugated CC <br /> Metal Roof LL .a <br /> 2. Continuous 2x4 Nailer @ 24" <br /> 4 <br /> R—P STQI4G'`u;'F_ NOT O.C. Max. spacinq. Semi- C) > o <br /> / Transparent Paint Finish, LL �[j rn <br /> 3 SHowN � a <br /> .3. 2xe Rafter.Semi-Transparent 0 z m <br /> / Paint Finish. 0 �m 00' <br /> 3 x LO <br /> 4. This Number Not Used Z ❑E �LO <br /> /To f- - - / r - - - 2� �--� 5. 8"x8"x16" Concrete Masonry _ V F-o� � <br /> Iv4l���b`' // r - r0� G1' 5j��1_ // -� \� unit, Ful ly Grouted -- [[ W(DC-4CT <br /> I �•-�' I 6. 2 -- 46 Continuous, Top and W mr>m@� <br /> BI-Lottom w/17-"x24"x#S Stir- ¢ Cr (f) rn <br /> rup At 2' -0" c,c- Max, <br /> pa n <br /> • • t - -- 7. Sompat9ed Sub-base - <br /> e; — B. This Number Not Used <br /> 9. 2 - ii9 ConLinuous, Top and <br /> 26J I m Bottom in Bx8r:1' -0" <br /> I "Knockout" Block , Fully <br /> li <br /> ___ Grouted, Ht @ Top Course <br /> Cnly , Refer to Detail <br /> i II 1�A4. 1. <br /> -- II10.#3 VerYi[al Heinforcment At <br /> I` <br /> O.C. Max. Spacing. <br /> I1%4 <br /> 11 .Concrete Foundation <br /> l 12.#3x2'-6" Dowel a.c. ISSUED <br /> Max. Spacing 'SEPT. 11, 1990 <br /> I� 13.4" Granular Cushion 14.W6x16 Steel Beam15.4"x10"xl/2" Cap Plate. <br /> Fasten Beam to Column With <br /> 4-3/4" Dia. Bol t5 <br /> 16.Continuous 16 ga. Truss <br /> i Wall Horizontal ReinfcrU-- <br /> ���/// ment at each Jaunt. <br /> d - DETAIL 17,4"84 xl/4" Tubular Steel <br /> I A 1 SCALE: f I/ R Cc l umn <br /> 18.6"x10"xl/2" lyaseplate on 1" <br /> Grout <br /> i� <br /> ~/ !9.3/4" Dia,xI '-6" Anchor Boat <br /> ! 20.This Number Not Used <br /> V\ 21 .5"xB"x1/4" Vertical Weld <br /> i Q -Plate - '.Feld to Horizontal U <br /> Plate. <br /> 22.3"x2 1/2"xl/4"x 3" Steel <br /> Angle - Weld To vertical <br /> EE Plate. Use 3/4" Diameter <br /> I Thru-Dolts TU Connect To <br /> Beam. <br /> ! 23.5"x8"xl/4" Horizontal Steel <br /> Plate w/1 44x1 '-4" Anchor 0 ][ <br /> li Bolt. 0 ; <br /> 24 .2x6 Ceiling Joist - 24' -- <br /> j O.C. Max. Spacing. Semi- <br /> Transparent Paint Finish, <br /> II I 25, 112" Ext. Gypsum Board - 4_1 'gg <br /> Paint Finish. -- — E <br /> 26.Simpson 'H3" Seismic Tie rr� Q k <br /> �. '�i_�. Y`Y`✓. 27.2xB Cont. Treated Top Plate Vf a <br /> r� 1/2" Dia. Thru-Bolts Stagg- <br /> ered @ 1'-4" O.C. Max. ,y <br /> 1 I� Spacing. <br /> I - �1 Q <br /> TF u-_ <br /> pi� r� _, <br /> 75 <br /> SECTION 2 -- SECTION <br /> A3. 1 SCALE: 3/4- 1'-0" A 3 . 1 SCALE: 3/4' - I'-V- e E <br />