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--BLOCKOUT WALL AS
<br /> REQUIRED FOR COLUMN
<br /> /
<br /> er 045 COLUMN SCHEDULE
<br /> / adt 33'-0" 25'-6"
<br /> MARK COLUMN SIZE BASE PLATE SIZE BASE PLATE ANCHOR BOLT ANCHOR BOLT REMARKS
<br /> <4).45 - -f - THICKNESS 'X' 'L' TYPE SIZE TYPE ENGINEERING
<br /> 'II _ 111 MAIN STREET,SUITE 106
<br /> EDMONDS,HONE WASHINGTON 98020
<br /> W18x35 ___r . y W16x31 I . �� ClTS4 x " " _
<br /> ,, 4 x 1/4 1/2 10 10 A (4)-3/4 0 1 FAX NE (425)778-5536
<br /> M 02 TS6 x 6 x 3/167/8" 1-0 1'-0" A (4)-3/4"o 1
<br /> f.
<br /> ME TS6 x 6 x 3/16" 1/2" 10" f0" B 4)-3/4"0 1
<br /> f M
<br /> 4_ I I I M `
<br /> N W r ''I 1�]
<br /> d I) 1t 2
<br /> f,! o 410
<br /> - E 04 TS6 x 6 x 3/16" 3/4" 10" 10" B (4)- /4"o
<br /> ^ I !to
<br /> 05 TS6 x 6 x i 4" 1 2" 10" 10" B
<br /> Ili v i M C6 TS6 x 6 x 1/4" 7/8" 10" 10" B (4)-3/4"0 1
<br /> a' ClTS6 x 6 x 3/8" 7/8" 8" 1'-0" A (4)-3/4"0
<br /> I g ()
<br /> e , , ,.. l i., ,_:,.. ,' k � µ= e I I C8 TS6 x 6 x 3/8" 1" 10" 10" B (4)-3/4"0
<br /> h' , C9 S6 x • x 3 2" 1 3 :" 8" '-0" "
<br /> O \i - • C10 NOT USED - _ ____________________
<br /> 111 G�VI*ci7
<br /> W12x30;_ {�r 1.l '� , - _r © C11 NOT USED - _SD 0.) G• L ''�'
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<br /> 14'1 �,�,' \\ C12 : DI .STD. "IPE 9 1 4itilaltillill WO ,y S
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<br /> 1 �' !cam,II �! I C13 8"DIA, STD. PIPE 7/8" 10 1/2" 10 1/2" D (4)-3/4"0 05�� r
<br /> RJ2 RJ3 I ,= 41�
<br /> r I 0.1114
<br /> II 014 ." " " 4f
<br /> N TS6 x x •" 7 I t '-�" (4-3 4 yes: 7 6,_.4.
<br /> to
<br /> ' ,' : �l I C15 6"DIA.STD.PIPE 7/8" 10" 0'-10" D (4)-3 4 2
<br /> I ) /' EMBED. =1'-3" Q '
<br /> _ _' I. !,r 016 TS4 x 4 x 1/4" 7/8" 5" 0'-10" B (4)- 5/8"o 1 SEE NOTE OTE 2
<br /> AllW12x30 �0 L // f rimalzom 1 1/8" 6 1/2" 1'-0" (4)-3/4"O BOLTS SEE NOTE 3
<br /> c ® j� ao I O 018 TS3 1/2x3 1/2x5/16" -- - - -
<br /> SEE NOTE 3II
<br /> * opeIND,Ark
<br /> Nik
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<br /> o I ��►^ �rmprmm-mp-..-.Nrupmirup
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<br /> A �� 1 1
<br /> i 'ao 1.FOR BASE PLATE AND ANCHOR BOLT TYPE SEE DETAILS 2 AND 3 THIS SHEET.
<br /> ��
<br /> t I � \�.+ 2.AT EXIST.FOUNDATION WALL USE ANCHOR ROD OF SPECIFIED DIA.AND EPDXY TO FOUNDATION WALL PER STRUCTURAL NOTES ON SHEET S-1.
<br /> iL
<br /> _ I_ lAp.,"
<br /> a " 3.C17 AND C18 ARE HANGER TYPE COLUMNS.REFER TO DETAILS 7 AND 14 ON S-9 FOR BASE PLATE AND TOP PLATE CONNECTIONS AT FLOOR AND
<br /> - ,� v c ROOF FRAMING FOR C17.REFER TO DETAIL 7/S-11 FOR TOP PLATE CONNECTION AT ROOF TRANSFER BEAM FOR C18.
<br /> 1 U I
<br /> 33 PSF I` ®
<br /> 7'-8"
<br /> ill
<br /> ,A I Q Z a m
<br /> 1, I Ii: MATCHUNE REFER TO 1/S-5 FOR CONI1NUA11ON 2 o',.
<br /> ��yy �+�..1I,�.•� MOIST SCHEDULE.71111. r. V s w` I7.1E
<br /> I} �� 1 - r ��r MI�. V O
<br /> f I I ,
<br /> P W12x26 IL 1 ft W18x60 - -'�?; ' W16x31
<br /> MARK JOIST SPACING REMARKS
<br /> jltjT • _ xr__-. . IC Q a
<br /> -rte (� +' -- - -- -- FJ1 126 550/310/240 _ 3.-0"O.C. - a
<br /> FJ2 20LH 650/350/300 3'-0"O.C. - a,
<br /> Q ,'ffiiii,,_,(1....7a, ,
<br /> r -
<br /> FJ3 18LH 650/350/300 3'--0"O.C. < ��
<br /> o
<br /> 1 •
<br /> FJ4 14K 550/3101240 3'-0"O.C. PROVIDE PANEL POINT 0 SUPPORT FOR CANTILEVERED MEZZANINE ~'v
<br /> JOISTS �-
<br /> x •
<br /> crc'
<br /> 1 SHOWROOM ROOF FRAMING PLAN r*. DESIGN: FU
<br /> SCALE: 1/8"=1'--0' "
<br /> �,, RJ1 12K 450/210/240 6-0 O.C. — DRAWN: SK
<br /> FOR ADDITIONAL ROOF FRAMING NOTES SEE SHEET S-5 RJ2 22LH 450/210/240 6'-0"O.C. _- CHECK: CCC
<br /> `RJ3 20LH 450/210/24U 6'-0"0.C. , -- JOB NO: 98072
<br /> RJ4 16LH 45210/240 6'-0"0.C. SEE NOTE 2 -
<br /> RJ5 , 16LH 300/120/180 4'-0"0.0 SEE NOTE 2
<br /> e '„r
<br /> EQ. EQ. EQ. 1� EQ.
<br /> 1 1 2", . I 11 4", c
<br /> Tr. TIP i
<br /> I
<br /> 1.JOIST DESIGNATION AS FOLLOWS:
<br /> rI <JOIST DEPTH><JOIST TYPE>d►IIN.UNIF,DESIGN TOTAL LOAD/MIN.UNIF,UVE LOAD/MIN,UNIF.DEAD LOAD>
<br /> g
<br /> w, !ii:oil
<br /> 2.ROOF JOIST AT NEW SERVICE AND CAR LUBE AREAS SHALL BE DESIGNED FOR AN ADDITIONAL Z
<br /> =' I
<br /> 5 PSF COLLATERAL DEAD LOAD OR A SINGLE 500 LB POINT LOAD,WHICH EVER PRODUCES GREATER DESIGN FORCES.
<br /> 3,SEE ROOF AS FOLLOWS:FRAMING PLANS ON SI .
<br /> HEETS S-5 AND S-6 FOR ADD110NAL SNOW DRIFT LOADS 0 PARAPETS SHOWN
<br /> #3 11ES 0 3"O.C. 0 PSF XX PSF 0
<br /> BASE PLATE TYPE A BASE PLATE TYPE B COL COL. OVER EXTENTS of '' x'-x" 1Z
<br /> SCALE: 1"=1'-0' EMBED.ANCHOR BOLTS --
<br /> SCALE: 1 =1-0 F- A449 BOLTS W/DIA.
<br /> ',et PER COL.SCHED. I Q
<br /> Ce 1
<br /> 8 I g THIS SHEET,TYP.
<br /> 6
<br /> EQ. EQ. EQ. EQ. .1:.„=1:1721',..1.-,-.5$
<br /> 1 1 II , 1 1 4 , II II •— II
<br /> III II }, �,
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<br /> TYP. II IIII
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<br /> illi�� w III II , W ���i1 O O a
<br /> 11 immimm PL.3/8x3x0'-3" CO
<br /> s - CJ �L� 01
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<br /> 2 =mum
<br /> "W =
<br /> JAN .1 6
<br /> COL.SIZE AND REINF. 0 Lv
<br /> 6141 PER$SMT.COL.SCHED. >-Et v'` 11 11
<br /> , 4 ON SHEET S-3 O 0 3
<br /> W 0 i
<br /> zw � re
<br /> ANCHOR BOLT TYPE 1 ANCHOR BOLT TYPE 2 w 0, 1
<br /> BASE PLATE TYPE C BASE PLATE TYPE D -
<br /> SCALE: 1"=1'-0" SCALE: 1»=1'-0» SCALE: 1'=1'-0" ;SCALE 1"=1'-0' r (� Q 4
<br /> 2 BASE iPLAT o DETAILS 3 ANCHOR BOLT DETAILS
<br /> et(i) >co V)
<br /> SCALE: 1'�=1'-o"
<br /> SHEET:
<br /> 8.....6
<br /> 4)0331
<br /> 6816 Evergreen Way OF: 1 3 SHEETS
<br /> 9
<br /> ____
<br /> 4
<br /> 1'
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