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PROPOSED KNOCK-OUTS
<br /> FOR POSSIBLE FI URE
<br /> EXPANSION. ,-
<br /> (S LINTEL []PER DET.6/S-7 7 6 , ,-.
<br /> TYP.(3)-PLACES.
<br /> 9'-4" 9'-4" 9--4" 12'-6 1/2'
<br /> 10", 8'-6" 18'-8" 7'-10" ." 18'-8" II-10 5'-6" 18'-8" 10'-10" 1'-81/2" 3 ENGINEERING
<br /> 111 MAIN STREET,SUITE 106
<br /> EDMONDS,WASHINGTON 98020
<br /> "AT ALL CONTROL JOINTS PHONE (425 778-8500
<br /> " _
<br /> 11111111111111 •r■.r _ 1 ALONG THIS WALL LINTEL NOTE: FOR NOTES NOT SPECIFICALLY CALLED OUT REFER DET.15/S-9 FAX (42s�778-5536
<br /> . �I ININN' ''','1
<br /> 11 I i, i I , REINF.AND BOND BEAM
<br /> • •• t_ _T` _` c.i fir. ' REIINF.AT TOP OF WALL Q
<br /> a_m_ .. ; _�, I rr 1 ,1 Lt.,4_1,43_,,._,,,_. z TO PASS THROUGH �T` W
<br /> .: :1-_"` •- / - -' ' . i- 1I� T CONTROL JOINT 3/16
<br /> r I �.''� r -L ,
<br /> TYP.
<br /> i t1 r._1 �I i� 1L��..rL l I�r i- fi` Z Q 3/16{�
<br /> .: . .. .:. -� � T � TWIT . � - `CT 1 - I{ i
<br /> 75$"
<br /> 112' 0 �, " ® _ r 1 ----.-1.:7.-.L ;_ �L� ,7z!�r ,L 1 #4 DOWEL x 2--0 CMU SHEAR WALL PER
<br /> :. _E jr, _ >� -r T _i:--r_I r _ EA.SIDE OF COL.
<br /> _ �. PLAN AND SCHED.
<br /> �i�i�ii �iil��i r'r ii_____i�____i� i__ _ ,��,
<br /> �'' :: J r.: r r r `L r _ BOND BM. VERT.DOWEL PER PLAN
<br /> i t ,_-i i,, SL- -i C r i�__TL i7L"� 0R ✓
<br /> :.. :- Iffilp.iLL.:-
<br /> -- I •:r.;._ ��= _ .T T1:. -1 T:-r z_ N--�:�_ ..1_,L1..z LINTEL REINF. - - a
<br /> •i L _ N. rain& r r lir
<br /> AND SCHED.
<br /> ,- L == 1-11 i T±r �_r T a r_ j N, I` di L
<br /> LII I U_ ZI1 T T'
<br /> ..��..� �....�� =1 T � � �� .,111,4 S,R �. (2)-#5 x CONT.
<br /> 98- TYP- AL pin.-:77 i J,.1 rAil 77!. ,Enumumm.........
<br /> �\
<br /> co:,c744,
<br /> 3 16
<br /> , re r-4 9 r II IN piiii 1 i .40 .. 46.,,,,,
<br /> _ A.II EN • —
<br /> 1 I i
<br /> 1� 18 GA.CLOSURE STRIP ��111111W AIM AIM '
<br /> GARAGE LEVE_ k 0 ik,_ Izs, _ 8"CMU WAIL t---TS2 x 2 x 3/16"x 0'-6" A
<br /> 87 6" TS COL.PER TYP.EA.SIDE OF COL. 1Q '
<br /> Yli
<br /> PLAN AND SCHED. -, AT EA.BOND BM AND
<br /> APPROXIMATE AREA OF EXPOSED CONCRETE LINTEL LOCATION BEAM WITH EVENLY r
<br /> Lims: 7j6L1sxD
<br /> 1 SPACED SHEAR STUDS
<br /> NOTE: APPROXIMATE FINISHED GRADE®PROPERTY LINE PER PLAN
<br /> 1.THIS ELEVATION REPRESENT THE PROPOSED ; `
<br /> CONFIGURATION FOR THE BACK WALL OF THE SHOWROOM AT 3 16/ TYR JOIST PER PLAN
<br /> GRIDLINE H.PROPOSED KNOCK-OUTS AS SHOWN ARE FOR SECTION SECTIONAND SCHED.
<br /> POSSIBLE FUTURE E/PANSION. 2
<br /> SCALE: 1'=1'-0" 3 SCALE: 1'=1P-
<br /> 0
<br /> 2.AT PROPOSED CMU KNOCK--OUTS PROVIDE LINTEL BEAM
<br /> PER DETAIL 6/S--7 AND BOUNDARY ELEMENTS PER SHEARWALL SCHED.zi
<br /> ❑NE
<br /> 3.NEW WALL AT GR 5 H A'THE SHOWROOM AND 5 AT 1
<br /> THE NEW SERVICE BUILDING NEAR THE EXIST.PROPERTY LINE
<br /> 0
<br /> SHALL BE FULLY GROUTED FOR 4-HOUR FIRE RATING.
<br /> 0 SHOWROOM WALL ELEVATION, GRID H
<br /> SCALE: 1/8"=f-0"
<br /> 8"
<br /> RIP TOP OF BM,
<br /> PER ROOF SLOPE
<br /> 5/8"BOLTS,TYP.4 PLACES
<br /> I
<br /> WHERE LINTEL OCCURS AT ROOF FRAMING ABOVE 11111111141kO 4
<br /> m
<br /> EXTEND LINTEL TO SECOND FULLY GROUTED CEF o'
<br /> LL
<br /> I
<br /> 3LL
<br /> (2)-#5 EA.CELL
<br /> BEAM'ER PLAN SIDE PL.1/4 x 6 x 0'-9",TYP.
<br /> i°,3
<br /> a�
<br /> 316k. 1 3161 .2 3161
<br /> TYP.
<br /> _ COPS-FLANGES T4 4"TOTAL 3 16 I ' - �
<br /> �" 'i WIG;'. TYP.TOP O " T. -`�- CAP PL.1/2 x BM,WIDTH+1/8"x 0'-B"
<br /> -BEAM PER PLAN ����� 1'-6" , o moo'
<br /> CMU LINTEL PER DET.4/5-12 " `* =-' 3 16r .3 SIDES -
<br /> I _ 3/4"WELDS1§ Y
<br /> / d THREADED TS HEADER PER PLAN - TS COL.PER N a
<br /> STIFF'.PL.3/$x 8 x 0'-8" STUD,(1)-PER SIDE �1 /
<br /> F BRACE PER PLAN �' _ 5/16T1 \111 j / LA `TYP.3 BRACE PER PLAN I I . BASE PL.3/4 x 8 x 1'-0" DESIGN: FU. S BEARING PL. i/2 x 5 1/2 x 0'-8" L3 x 3 x 1/4 x 0'-3" 3 16 TOP&BDT.SANGLE 1 1!2 I w/(4)-3/4 0 BOLTS
<br /> J---- 3/161>
<br /> %1fi D ern, c r--+` TOP AND BOTTOM 1 1/2"3"3" TYP`'' � DRAWN: SK
<br /> �, a
<br /> z -- 1 _ TYP.3 SIDES BM.PER PLAN ' CHECK: CCC.
<br /> imi .� e� _ _ T54 x 3 x 3/16 3 16IIL.,
<br /> 3 16 JOB NO: 98072
<br /> T — 11, = I I ' 316% ' ...
<br /> Q I III 3/4 LEVELING 3 1fi
<br /> 1 1/2" 1/2' II II
<br /> 1, GROUT EXIST.FOUNDATION BASE PL.1/2 x 6 x 0'-10" III III r- ��_
<br /> /(2) I II
<br /> -fi BARS PERU ° 3/1fi�/ II II 3/8"STIFF.PL. I CAP PL.3/4 x 8 x 1'-0"
<br /> LINTEL SCHED. TYP.
<br /> \._BEARING PL 7/8 x 8 x 0'-8" (2)-�5 x 1'-0" _ - BOTH SIDES OF BM. I I i V1'/(4)-3/4"0 BOLTS
<br /> 3/16 -41-1N--TS
<br /> n L i I I�" ,%
<br /> 5/8"0 THREADED ANCHOR ROD SPACED®13"O.C. I
<br /> Typ'> 3/16 �r/—�TS C LUMN P , (2)-#5 u U ATTACHED TO EXIST.FOUNDATION 3/4"0 BOLTS -TS COL.PER PLAN
<br /> 0 O PER W/POWER-FAST ADHESIVE ANCHORING 5/16 V
<br /> 1 PLAN&SCHED. SYSTEM BY POWERS-RAW.,MIN. BRACE PER PLAN
<br /> 4 C)
<br /> sc� �� 1-0" C
<br /> 6
<br /> N SECTION SECTION EMBED=fi",TYP.4 PLACES
<br /> SCALE: 1 =1-0 SCALE: 1"=1'-0' 0SECTION SECTION
<br /> SCALE: 1 2.1'-0' SCALE: 1 =1"-0" ---
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<br /> SHEET:
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<br /> g60331
<br /> 6816 Evergreen Way OF: 13 SHEETS
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