|
%
<br /> `
<br /> O s _ '---VERT.REINF.PER PLAN
<br /> ral�\ , &SCHED.
<br /> �f
<br /> PLWD. SHEATHING PER » \ ` C4M
<br /> DET.5/S-11 48 CMU LINTEL W/ ;.
<br /> PLWD.SHEATHING PER PLWD.SHEATHING PER (2)-#5 TOP,CTR,AND
<br /> EXIST. 4X DECKING DET.5/S-11 DET. 5/S-11 BOTTOM W/#3:,i1RRUPS ENGINEERING
<br /> 0 12"O.C. __ _ ► ill MAIN STREET,SUITE 106
<br /> EDMONDS,WASHINGTON 98020
<br /> 18" PHONE (425)778-8500
<br /> �' `- #3 TIES 0 O.C.
<br /> F+ -EXIST. 4X DECKING EXIST.4X DECKINGFAX (425)778-5536
<br /> EXIST. 4X NAILER ��! EXIST. 48 NAILER --� - -- - - EXIST.4X NAILER 3/4"0 BOLTS, TYP.
<br /> � .._-. 4 _i I` �.I_.f _._.! » PLWD.SHEATHING PER r
<br /> -2"STD. PIPE SHEAR II .'r BORE 2 1/2 DIA.HOLE AS RECD. �F11 11
<br /> PIN PER DET.8 S-11 i I ,_..___�_ ,�_�; _..._� 1
<br /> 3 1 2 1 _ / ' I FOR VERT.REINF.INSTALLATION
<br /> �+ '� ; ; EA.SIDE 0 EX T.PU' ~
<br /> "� I� ;+ `; 1 i r _ EXIST.4X DECKING
<br /> I INSTAL 1- RT.BARS
<br /> �': __�� - - II_ i i I L O i�5 VE A �,,,,�1 EXIST.PURLIN "
<br /> r: �--- --i:_
<br /> - a I 'lEA.SIDE OF PURLIN.FULLY 1 '\ L6 x 3 1/2 x 5/16 z CONT3 16/ TYP.EA.PL. �- A.AND i ,BEARINGPL. OFVERTREINFINSTALLATION 316 L ATTAH CNGLEW
<br /> (2}-#5 x CONT. /
<br /> -� � � f 1EXIST.PURL AND � , _1 r I ___,;:.\:
<br /> r BENT PL.1 4 x 14 WIDE „�, I f ` _ - BEARING PL. M I /
<br /> F/ > , / : ,` i; � f �' �- 64 CMU LINTEL WI \ \ JOIST AND DECKING
<br /> / ., •:._ _ L_-_-_,L________„__� . _- _ -_-_ - -_ » (2)-#6 TOP,CTR.
<br /> j _ r � - ---- - (2)-3/8 STIFF.PL., ,c PER PLAN&SCHED.
<br /> 1`' „ :__-.1._______,,._._.1. .___- ��_:_ _}_ t. _ _{ ' 1AND OTTOM W/ 3 `
<br /> EXIST.ROOF BEAM-2
<br /> I,' F.------REMOVE 12 CMU WALL WI REMOVE FACE SMELL AT I 1 I SPACED 0 13”O.C. » �,
<br /> I , STIRRUPS 12 O.C. /-1 _ /_"_\ .
<br /> DOOR JAMB AND INSTALL II ;
<br /> PL 1/4 x 7 x 1'-1" / ,_, :_---,'-' I-----_—,-_ _:� --__.-_ --.-__,?____-._1 :-:. ; __- I[ 1 - - _ - KNOCK OPENING IN WALL AND
<br /> . _ � 8 PILASTER
<br /> / . --;, (2)-#5 VERT.BARS FULLY -,-- ! !�_- ! '.`-11111.1
<br /> •w 3 1 YP' ovo:--- ' \ / co RA%4s
<br /> ' - FULLY GROUT UNREINFORCED
<br /> ,. I I GROUT CELL AND REINSTALL _' 1 ' �\
<br /> TYP.EA.SIDE OF BEAM--7 y,.- r Y .r_._ -- -_ !..r�. - --.�. 1 _.. �__ L�t_.___�..
<br /> v --t- CELLS BELOW PURLIN.PATCH --` BEAM PER PLAN
<br /> ' FACE SHELL OR PATCH ± I HOLE FLUSH -SIDE PL.1/4 x 7 x 1'-6" +�
<br /> EXIST.BEARING,PL. PATCH OPENING FLUSH 3 16r „ - �`" 'I
<br /> 3/4 x 8 x 11-4" IS. PURUN 0 DOOR OPENING PURUN 0 WALL 3 16 W/8 7/8 CLR.BTWN. \ ''. e s
<br /> ()EXIST.
<br /> ( )EXlST.
<br /> 3f 16D SIDE PLATES 3/1fi 3 . 43 .,.
<br /> SECTION SECTION 3 16 3 _ / �'� 6°
<br /> 1
<br /> SCALE: 1" 1'-0" 21'NSECTION BEARING PL.1/2 x 7 x 0'-9" ;1111 ONA>u ,�,��
<br /> SCALE: 1-O (1). - / •
<br /> SCALE 1 11-0" --� 081865: 7 6 �,.
<br /> L5 x 4 x 5/16"x CONT.W/
<br /> 3/4"0 A.B.0 16"O.C. ' _
<br /> ink SM. e�M' PL.3/8 x 8 x CONT.W/ ill
<br /> th sm. 3/4"0 A.B.0 24"O.C.
<br /> PLWD.SHEATHING PER DET.5/S-11 __� % ._3 1/4 x 3 1/2 x 1/4"
<br /> / `.� �R ftp` , ----IP
<br /> �--" I -_ - I �; �� SLOPED AT 2:1 AT EA.JOIST
<br /> t f _ l `-- � AND WELDED Al EA.END W/
<br /> EXIST.4X DECKING- -, l =" i `-- 3/16"FILLET WELD ALL AROUND.
<br /> SECTION
<br /> BORE 2 1/2"0 HOLE FOR INSTALLATION / ,`�—�� //),
<br /> '� 4 SCALE: 1"=1'—O"
<br /> OF VERT.REINF.PER SHEAR WALL SCHED. ' 3 8"COL.CAP ROOF DECK INSTALLED PER
<br /> `r /'� O� L3 1/2 x 3 1/2 x 1/4 LEDGER /
<br /> GROUT CELL FLUSH ON COMPLETION OF W » „ ROOF FRAMING PLAN AND NOTES
<br /> REINF.INSTALLATION o /3/4 A.B.®24 OC.
<br /> `,.� 3/16
<br /> -�- � g : w
<br /> "'1~ I DECKING PER DET.3/5-11 1/4D
<br /> {Tr.
<br /> _ I 1/4
<br /> ..``-� � 10 R TYP.0 LANDING,TYP.
<br /> 7 -.' HORIZ.REINF.PER b
<br /> :410' ' SHEAR WALL SCHED. 5 1 u '1 r--1 r--►r-1 r-1. ,.� r`n C--1=►-i
<br /> EXIST.4X NAILER / -,..
<br /> WI2x26(10)
<br /> . ,r,. I ,
<br /> ...
<br /> VERT.REINF.PER I
<br /> I ��
<br /> :: SHEAR WALL SCHED. Z
<br /> REMOVE FACE SHELL AND INSTALL ?,4---'"-'---`"i, v i-' ._I G
<br /> HORIZ.REINF.PER SHEAR WALL ' ,; -- 1 o >m
<br /> SCHED.INSTALL DAM BELOW HORIZ. .. ." yIy�161 _ g--
<br /> 033
<br /> �°�
<br /> REINF.COURSE AND FULLY GROUT. t==-,f�====-��� „ r _-:� 0• 1 � <T� oc �``'
<br /> •:.-; EXIST.12 CMU WALL / 1/4[l v a
<br /> REINSTALL FACE SHELL OR PATCH µVi;� �+ cn
<br /> FLUSH ON COMPLETION1 �' N
<br /> 4.- TS4 x 4 x 1/4 W/ /711 , \ / o or gl
<br /> rs
<br /> REMOVE FACE SHELL AS '�- BASE PL.1/2 x 8 0'-8" i / r 1 H I - co
<br /> W/(4)-3/4"0 A.B. I 1 �,
<br /> REVD.FOR INSTALLATION .. .\ �/ I �•I r• fit 1/4"STIFF.PL. i a "',
<br /> OF VERT.DOWEL INTO EXIST. i \ �, I c�� CTR�D.ON ANGLE JOIST PER PLAN Q
<br /> FOUNDATION WALL.VERT.DOWELS \ 2 1 ANDSCHED. Y
<br /> J\__.
<br /> PER SHEAR WALL SCHED.TO BE ;:'1 / 5 5 1ANCHORED TO FOUNDATION WALL W/ 1� ,/ AP"
<br /> L6 x 6 x 5/1fi" a C
<br /> POWER-FAST ADHESIVE ANCHORING i-- • ---�'-' / N le WIDTH OF COL. ,
<br /> TS.COL.PER PLAN Ako
<br /> iti*
<br /> DESIGN:
<br /> SYSTEM BY POWERS—RAWL \* V/
<br /> AND SCHED. FU
<br /> DETAIL
<br /> W/8"MIN.EMBED,REINSTALL o F.: EXIST.FOUNDATION WALL 1 Z' �-N 12 DRAWN: SK
<br /> FACE SHELL OR PATCH I . SCALE: 1 =1-0
<br /> HOLE FLUSH ON COMPLETION - •
<br /> CHECK: CCC
<br /> I ^-� �� L2 1/2 x 2 1/2 x X716" � � I �itip
<br /> .toe No: 98072
<br /> NOTE: N T �
<br /> 0 SHEAR PI PER DET. 8/S-it TO BE INSTALLED AT EA.VERT.REINF.LOCATION ��`�, i 01
<br /> (NOT SHOWN FOR CLARITY) '\+<, � `�` NOTE: 3"CONC.FILL
<br /> CDSECTION 4,. . REFER TO ARCH.DWGS.FOR 1 2"CAP PL.
<br /> 1I �j +7• STAIR HANDRAIL. / i„�
<br /> SCALE: 1 =i-0 il `��`�� , BOTO FLANGE
<br /> :41
<br /> i Cii$3,/PALCPt<,
<br /> ilINE
<br /> H J 1,..1 /
<br /> - - ---•//`
<br /> C6 II C6
<br /> L-- --X20.-7- -____-5> _ _ - --
<br /> 6"STD,PIPE 1 4\ TYP.
<br /> L2 1/2 x 2 1/2 x 3/16"LEDGER,TYP. 1 4/
<br /> C6 NS&FS
<br /> PIPE PER DET. 6
<br /> STAIR PLAN 13
<br /> Q SCALE: 1/2"=1'-0" SECTION
<br /> SCALE: 1"=1'-0"
<br /> V/
<br /> a I
<br /> NOSING UNE ,+ +"�� H-
<br /> 2"CONC.FILL,NON-SUP �' r'` W
<br /> ir
<br /> SURFACE WI 2 x 2- 12 GA.
<br /> ....®1 � 1 " >- Z a
<br /> MESH REINF.14 GA.SM. 3/4 0 THD.STUD Q 0 1
<br /> PAN AT TREAD&RISERAI ,- NOSING LINE 11 STRINGER
<br /> L2 1/2 x 2 1/2 x 3/16" it1E;?*
<br /> STRINGER PER PLAN
<br /> 111=
<br /> 0 CD
<br /> C6 STRINGER PER PLAN - PER PLAN Q Z Z Z
<br /> 3/4"0 THD.STUD
<br /> NOTCH END PLATE iv O
<br /> . � \-STRINGER 3/8"END PLATE 111(plikikEINEUI 3/8"BENT END QQ�•. PER PLAN " TO CLR. PAN SUPPORTS O 0
<br /> N/(3)-3/4 0 BOLTSPLATE I 1--
<br /> '~' FOR STRINGER AND '�,, �4- * NOSING LINE 3 16► W
<br /> " ��� 2)-1/2"0 BOLTS , 3 16 I �1 L]> LL
<br /> 1/4 END PL. �� �,. s I Z W
<br /> L 1 1/4 x 1 1/4 x 1/8 CARRIER T FSR C6 milq > 3/8"STIFF.PL. �• Q Li.-
<br /> ��I WELD TO STRINGER,BOLT TO�'AN
<br /> 1 Jr I, G CENTER ON BM. to W S
<br /> „ 1 A.1' TN BEAM PER PLAN �- wOyP 3/8 BENT END PLATE
<br /> ' L3x3x1/4VV (r » 1/2x61/2x1'-0" O00 ] 0
<br /> PL 38x61 2 CXW W CX I!ti ! C6 L2 1/2 x 2 1/2 x 1/4 C6 PER PLAN BEAM PER PLAN W/ / / END PL.W/(3)-3/4 0 ;
<br /> 3 SIDES 3 16/ L3 x 3 x 1/4 W/ 3/8"END PL.W/ END PLATE BOLTS
<br /> (2)-5/8"0 I 0s-4"EXP.BOLTS 3 16/ {2)-1/2"0 BOLTS
<br /> SHEET:
<br /> L
<br /> 7 SECTIONS8 SECTION 9 SECTION BRACE NOT SHOWN FOR CLARITY
<br /> 10S-12
<br /> SECTION
<br /> SCALE: SCAB; SCALA 11 SELE:CTION
<br /> SCA
<br /> 13(Do33 /
<br /> 6816 Evergreen Way OF: 13 SHEETS
<br /> -
<br />
|