HomeMy WebLinkAboutPermit 0875 - Koll Business Center - Dr McClellanADDRESS
1901 Dove Street, Newport Beach, Calif. 92660
PHONE
(714) 833-3030
NAME OF BUILDER
Don Koll Northwest
STATE LICENSE NO 223-01-14128
SALES TAX NO. C-600-087-861
ADDRESS
2723 - 152nd Ave. N. E. Redmond, Wash. 98052
PHONE
885-5765
INSPECTION RECORD
BUILDING
PERMIT
VOID IF WORK IS NOT
COMMENCED IN 120 DAYS
2/25/76
ESTIMATED VALUE
OF
COMPLETED MPLETED WORK $ 4,350.00
FOUNDATION
PERMIT FEE $ 34.00
FRAMING
PLAN CHECK FEE $ 22.10
LATE PERMIT FEE $
TOTAL FEE $ 56.10
TYPE OF ., ,,,
CONST. V -N
OCCUPANCY
GROUP F-2
DATE ISSUED
6/25/76
FIRE
ZONE 3
USE
ZONE CM
EXPIRATION DATE
FINAL
FIRE SPRINKLERS
REQUIRED
MAX.
OCC, LOAD
FA Yes MI No
LOCATION OF WORK / NUMBER & STREET
LOT
OWNER
BLOCK
DESCRIPTION OF WORK:
320 Andover Park East
SUBDIVISION
Koll Business Center, Inc.
CITY! TUKWILA BUILDING DEPAMENT
6230 Southcenter Blvd.
Tukwila, Washington 98067
Phone: (206) 242-2177
Tenant Improvement - Bruce McClellan, M.D.
THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS,
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING.
PERMIT NUMBER
rs19 875
I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND
SPECIFICATIONS AND THAT ALL WORK IS TO CO ORM TO TUKWILA CODES AND ORDINANCES.
APPLICANT
CALL FOR INSPECTION
BEFORE WORK IS CONCEALED OR
POURING CONCRETE
PHONE
242-2177
FINAL INSPECTION BEFORE OCCUPANCY
SUBJECT TO COMPLIANCE WITH THE 09 INANCES OF THE CITY OF TUKWILA AND
INFORMATION FILED HEREWITH, 18 IS GRANTED.
BUILDING DIRECTOR
BY
standard register dr mccellan
southcenter office building don koll northwest
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requirements,
FIEF DEPARTMENT
C/ T°Y of TU K ILA
444 ANDOVER PARK EAST
Tth(WILA, WASHINGTON 98188
TELEPHONE: (206) 244 -7221
Fire. Prevention Bureau
February 18, ? 9'/6
with a gross
ung 'so that
c
her than 6`0
hers ` weighing
•
".,
so,{ that the top
inches above the
*:1 12' .2
LOAD 1040 iNFORACATSON DEAD Liv W ND LOA D R.EACTIOHS
LOAD LOAD --
-, : 0 E K. 14 '-. S EH. 6-O E.N. IS t- 0 E. N.
I ' .
' I -
TYPE SPAN D.L. LL. W.L. _ . _ . .. ._
H t.., V N _. . Pc V014 HA : .. Ht. VL,.:Vit H R .111; 1 4. , =V-, fi
Ps.F.) (PS:F.) (ASA) (MPS) 00, '(CIPS) '(mps) paps) paps) papA) paps) (saps) "(taps) (lops) (MPS) (NIPS) Papsi
1 4"- .3 16 15 ( 4:61; 1.24 4:cie 11 3.92 .'1:58 1.31 4:32 , 1.92, 1.44' 4.86 2,43 ER
s ' 12 15 1.08 4.32 32.1 0.88, 1.08 3.92 - 1.26 131 4:32 1.54 1.44, 4.86 1,94 11:133
- 36'-O -:3 12 15 1.30 5.18. .3.24 0.72 IIC8 ...3.92 1.05:- 1.31 4.32 LIB 1
?. 44 4.86 1,62 all
24- 12 . 42='0 3 .12 - 15. 1:.51- 6.05 3:24 0.62 C0 3,92 090. 1.31 4.32 ;IA 1.44' 4.66 1,39 , 1:621
BY 41: 3 12 16' 1.73 6,91 32 0.54 , 108 :4'2 -0:79, .1.31, 4.32 0296 1:44, 4.86 ., 1.22 1.62.
60-.0 3 12 216 , .8. 64 3.24 0.43 1.08 319 0,63 1.31 4.32 0:77„ 1:44
0.97 103
, .
, , . .....
.. . 24'. 0 ,.. 4 25' 20 1:15, 7,20 4.32 1,44 .1:44 5.22 2,10' 1:74 5:76 236' :1:92
H 30 : ;0 4 23 20 1244 '' 4.32 1.15 1.44 .5.22 1.68 ., 1.7...4 . 5.76 2:65 IJ
'• 36'7 4 25 20 1.73 10:80 4:32 0:96 .1.44 5.22 r..40: 1;74 6.76 ,-/:/. OZ.
24=0 4 ..„.. 25 . 2(i" 4:0 12:60 4.32 0.82 1.44 5.22 1:2d 1.74, 5.76 - ,...1 - :- . 46 .. 1.92`i
SAY .....-,....,._
4U 0 g0,, .?:; , ..11;.413 4.42 0.72 1.44 '`:..5.22 1:05. 1 5110 1;28
/ .' ■• ■ ■ . . , .• . . . , ...
.3E .24=0 40:. 2 4 0.96' 9,60 432 1.44' 1.44 . 522 2.10 1,74 5=7. :2:.36:i 1192',',
: -
30 4 ., 40 24 1.20 1200 4.32 7. 1.15 1.44 5.22 .1168; 174 5:76 2.05 1:22,
..,., ,..." .....„ . .._
36 '. 0: 4.0 24.,...., ,4;44" 44:50", .4;42 0.9:6 1.44 5.22 1:40 L74 5:45 1.71 1:82,
20 0. ' ;..,, _,
4p, ...)24 1:68 1E."80 '412 '1.0;82' 1.44 5.2 2 ..12.20' 1:t;"4:. 5.76 1.46 1.92 - * -
BAY ■ ' 7
24 1920' 4;32 0:72' 1,44 , 5.22 1.
OUT TO OUT OF CONCRETE '810G. LENGTH 3 INCHES
P.
INTERMEDIATE GAYS
23=8 1 2
FOR ' ENO BAYS
DEAD LOAD.
" " ABM:.
;2:".ei8O16 r -- P RATE -
, ps 2 05 Fog•
.:13asvPLATE ,
t`
„
FOUNDATION v YOLERANCE IN , ...,...4Nir d OtR
ETiOt. .I.'SUPPORTING POINTS FOR COLLDANS', SHALL,
LEVEL. AND THDe. AND, ANCHOR . .SET- TO -
1 /$'-'1094,.:;„1 - 04NcE Of • THE ONAENSIONS • SHOVita. ON ' PLANS.
ANO THE CLINIG OF THREADS 44S,,E;c4 , (PIECE MARKED P8)..
41
clitete," OTHER .
Cf."-THE'":tONDWETE 'CONTRAdTeR". • • , •
' DOOLE . '".4f, EEC;COAPANY.,„...'"AS NO RESPOUSIBiLITY'. FOR
THE DESIGN :i„OR •CONSTRD, „;;TIOti■ THE':F,OLINDATIONg OR
FLOOR .SLAD . OR ....THE. ACTIOr4S OF FOUNDATION SOICS
• PANELNOTCH= TYP.
t■RC4.1140 BUILDING,
2-AS015
:frNisHEa' FLOOR
3.2x 2x0 -8
4,a 0 x2
WIWSHRS a HEAVY s:
HEX NUTS MF200"
1
1 Z 4 YIN * . :. 7X'2 XO
CLEARANCE FLG 12
TYRiCAL
s ls BENT Q J EAVE STRUT M
CRACKET C222 W /2 ,
1 MACHINE BOLTS
MF005 TO EACH EAVE
STRUT.
WELD FLACEMENT
SCHEMATIC
(SEE WELDING NOTES)
SOULE' STANDARD WELDING HCerES FOR DU1LT -UP SECTIONS
A. All welds are coetua oua. machine .uboaarged arc veld • (S.A. W -)
(Per Los Angeles City Building DitpIrtenent Lie se No 9.)
B- ,. Web- to-Bange welds are cne aide, 60% penetration. +rI opp-r; beck -up:
C. Web buct. are one side w /flue back -up- (3 /13e plate max -)
D. Flange but welds are both aides et/topper back -up- Flange. 3/4
or thicker are beveled ar dame gouged on back aide- •
E. Additional weld• ars as shown on drawing*.
GIRTS ,,
x a FLG: R
16 WEB iZ
•'ems= 1.11t...."1-.. y "K`•
52x 3 16 x0_52 . SPLI FL
PS216 N.S. 4- ES. .w/4
_ I2 M 8� MF0O7
AT; 3'2' GAGE p ------
7x 3 4x 1'- 72SPUCE^'t
w /12 7 aR ) x 2 x
asB w s MF2
iii
7x 3 4x I SPLICE t P$228
1 02 -r e 93 X 2 1 2 HSB.W /WASHERS
MF210 AT 3'2 GAGE
Lox d x
FLANGE , STAY
ousli id x
M.8. EACH ENO
EAvitiritiffit IskiiAirpMrismeNtoiltiiik
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GR200
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£140' pt)p...nis:
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FRAMING AND k'EETiNG ' PLAN
1. . 04SECirtriE uLeaittp , sr3 .= exiittg...4=BitACE9 'RAYS.
eia ;‘CO,.•; Ha*`;`Aftg. , a0T171 MY AND erp ,,
%Trat !Err)te.a.-,posr,-Arro. OR FO raA5g= Da Fa4,4Es. ..
3. Racf:=a2.AcE ROO plAmE,rps AE ..NCICATEtt:114 cl..49'3 •AN [NCR THE rosy
mxzeitAC: The acodi Fie& hae.mc AGO X a •
Faamc 4E STA4AF6 WAX .3ECTIONS.'
troeimeoure car tutiums.
SEE DELON ••
fOR' STRUT 01 PURL IN
PIECE MARC - •
'.;.;'2.4.-..C• ':. - • ' '; • 2S%. 02 . j„ 3 (24' SATS) .•
IN I
TERMEDIATE. • DAYS '- END SAYS . '' • ' . -.
,.CCtiNttTIC44S:. •••• AT
ExCrirtr7 Ito tEtiiOR RAFTER , ":"'
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.. LA YE CT !NIT .
,
. . .
AVE I D.EA't •
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•
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:PA C21)37:
P4TYP.-
FRAMING AND k'EETiNG ' PLAN
1. . 04SECirtriE uLeaittp , sr3 .= exiittg...4=BitACE9 'RAYS.
eia ;‘CO,.•; Ha*`;`Aftg. , a0T171 MY AND erp ,,
%Trat !Err)te.a.-,posr,-Arro. OR FO raA5g= Da Fa4,4Es. ..
3. Racf:=a2.AcE ROO plAmE,rps AE ..NCICATEtt:114 cl..49'3 •AN [NCR THE rosy
mxzeitAC: The acodi Fie& hae.mc AGO X a •
Faamc 4E STA4AF6 WAX .3ECTIONS.'
troeimeoure car tutiums.
SEE DELON ••
fOR' STRUT 01 PURL IN
PIECE MARC - •
'.;.;'2.4.-..C• ':. - • ' '; • 2S%. 02 . j„ 3 (24' SATS) .•
IN I
TERMEDIATE. • DAYS '- END SAYS . '' • ' . -.
,.CCtiNttTIC44S:. •••• AT
ExCrirtr7 Ito tEtiiOR RAFTER , ":"'
V
EA
STR
BENT 4f. 'CLIR:'�
MC218
TYP,c .
SILL ANGLE
0AOII
7C14 EV4 CCLu'Ns`
(NOT FEO'0. FCR 24' SPANS)
RAKE ANGLE
GAOO8
SEE CETAIL.L
FOR 'ADCITIOFIAL
13E12 ,E.W RAFTER
FOR 14 SPAN .-
'H'i W' L OAO &DOS
THISyISOMETRIC IS 'INTENDED TO SHOW: ?'
GETIERAL62,,ENOWALL STRUCT 9 ,AL ARRANGE-
NEAAT ONLY ij t ALL DETAILS` •SHOWN ITcREIN:
DOi NOT ;NECESSARILY APPLY PTO ANY ";;ONE
PARTICULAR,:<SPAN . 3uT,'AIFE `„RRANGEO
TO SHOW. GENERAL 'CONOtTIOYS FOR THE
ENTIRE BUILDING LINE
ALL aOLT ARE 1 X I., UACH;NE , MFaQr
UNLESS, OTKERVIISE NOTED.
MO224'
.CLIP,:,WITH
•6RACEo
EN064YS
- -7C16 ENDWALL
G RTS
CORNER,
COLUMNS
7CI4 CORNER.
EW, COLUMNS'
rl3Cl2 ' ENOWALL
RAFTER. TYR
}
13CI-
LL
E EN6* A .
RAFTER
e6E1r -)L CUP
MC224 R
t ONLY BTAC
f 0a..uR.S .N ENC8AYS
GENERAL NOTES
L., O9GNs SHALL 8E PREPARED ?2N AOCOROANCE
wan 0000 ENGINEERING PRACTICE AS APP
RCVEI) SY A CIVIL C£:.3TRUCILRAI. ERDINEER.
2 TME: 5TRVCTLP.E UNCER nits :Q7NT'R4CC:. HAS N
OESIGNEO AP) DETAILEDD FOR T}i£:..LOADS ANO
COAOITIOl6 5irULATEO AND SHOWN 004 THESE
ORAN GS. `' ANY 'Ar.TERATIONS TO THE °5T'I$IC'•.TMi.
SYSTEL1. OR REMOW. OF ANY CT7meONEVT - . PAR'S.
CN', THE AOOITIOY OF OTHER CONSTRUCTION VAT-
' ERIAL3 OR, I..OACS SAIST OE OCAF. LROER THE
ACMS AND CRE4T:ON OF AM ARCHITECT, CTrt.
OR STA TLRAL ENGINEER. -
. SOMA STEEL COMPANY. HAS LOS ANGELES CITY
FAeRCATCRS'UCENCE5 WMz?r.'T NNE (0) .
4 ' FIE.O INSPECTIONS •460,,INspECTION FEES' ARE
THE RESPc4SSLITY oF • TTY 9L LD'N6
6. -' - MAIM FayCS PR !Remy STRLCaRALS ROLL 0O0tr3D/ TO
' A - 5Z9 (NINIMdI TIEIA "STRENGTH CF 42; 000
P.S.I. )r
COLO. FORMED LIGHT% GAUGE SECT)CN9;;SHALL �....
COtlfClt• :'•TO THE - .;PHYSICAL • REOIAKEMENTS OF
A.SLk - ;SPECFICATION AS FO.LOWS :,r.. " .
a. HI- TENSILE A -37S WITH. A MINIMUM
YIELD STRENGTH OF 5O,000 `P.53.
GRAZE C A -245: %aTH; A , MINIMUM
YIELD STRENGTH 06 36,000 P.S.I.
ALL ' CONNECTIONS' ARE ' 1 ' • LACHd1E ' 'SALTS
UVLESS : OTHERWISE • NOTE
b HIGH • SOUS 1 CONFORM. ±: a[
SPEOFICATIO1f; A • ' ITH HAREENEO STEEL
WASHERS.; ALL' CONNECT10)1S 'BEARING' TYPE':1MTH
THREADS :EXCUCEO; FROM THE SHEAR PLANE 745TA1. -
CATION L CONFOR.■. TO A WITH .�'..
a N HS$ 144OANG A:1,406' TENSION, 0Fs2000G
CBS: a All APH.IEO ITORaUe OF. ]56 FT LBS. ?,.
b. ; HS B: HAVING A•. M . TENSION O 39
L•83 a AN APAI:IEC roaa.IE a. : SP , FT. LBS.
A `6LL. srEEL, MEVEER3 ' FjfCEPT OoLTS' a FASTENERS
SHALL "RECEIVE CNE SVGS COAT: C. XION CXIOE Z C ..'.
, Y,2sOMATE: PRIMER .., A ' NGNENT, CONTENT OF
5094 ,M4COI;. FE.ETS FEOEAAL CI7ICAT)GN'TT P '136
10 . ALL WELDING SHALL TO THE LATEST "
"LSPECrFICATION. OF THE CODE OF : ARC ' "NV : :GAS
•: WELGING SIN. 'BUILDING 004STRLICTION - ' CF. TIE '
A61ER.CAN ,, WELOINO, SOCIETY7 •:.; :- I
STANDARD , SOUL E SECTIONS
■• ?%?�X._.1as,_.e�.,a..2'.0
PURUNS -
r -7
,T0 Q RAFT.
art` WIho';�COLS
?►ca FI`\ Clh 1 �:
a ABO • L SINGLE;
SET . HOLES:
1 (FLGS CM FOR
u r G1i4�TY )
16 CENTER BAY:'' "��
FOR =24 0• SPANS)
',. INT,ERNEc TE•'
FRAME RAFTER
AT END
19; VnNO; <CCOLS.
EL'D; CL7 .TO'.,,
..; i t4 'E'K COLUMNS'
(NQT RFC R r 2a' Saar t
'i:ENG TH °
W. GIRT LINE
TCI4 S W CARTS
ash 1!T'.; I. ( CLIP
'IMC218 TYRCAL
EA GRT UNE
GA011
THIS ISOMETRIC IS INTENDED.:To
GE L ENDWALL'. "STRUCTURAL 'ARRANGE-
MENT ONLY; 'ALL IYETAILS' : SiOWN�. HEREIN
DO:;NOT: NECESSARILY' APPLY'` TO ANY %r , `ONE
PARTICUL`AFIA;SPAN BUT:;/tR,E 'ARRtNGEO
TO 9.:OW' ?CONCITICNS FOR THE
ENTIRE BUILDWG UNE •
.LL BOLTS ARE I2 0 x:I . riricHE ?E " MFOO5
1.1 ; :OTHERWISE 'NOTED. .
G S
C • WINO COLS. DIME
`7014 . ENOWALL
W ND ' COLUMNS
: CI6 ENOWALL
GtR TS
Asa BE`rr fi! " E.6 CUP
MAC225 //4 -MF006
k� X'1'q = MACH. BOLTS
To
EA, ° 13
x,o tiE.N T R E.5 Cu?
MC225 1 MFG05
TO EAvE
FRAME
COLUMN
F3
R:FTc4
•
6. ��LO, tLtiail..fs LIGaiL SECiIONs ss1ALL
',OWiECRY' THE PHYSICAL,_ REOURENENTS CF
AST.M.,�e SPECWICATIOH ,AS_ FOLL.CWS
a. HI- TENS'.LE. <' A-37S WITH A` ; MiN I.s:1N
.:- .YIELD. STREkGTH "OF' PSI.
. CxAOE ..C s A -245 '41TH S NINIM
YIE4O STREMi OF - 36.0 0 PSI
7•' ALL' CON. B % 1AACHIt+E BOLTS
;UNLESS OTHEa aISE NOTE D
a :kw.' •STREbGTH •6pLi5 SNALL •CONFIRM :` TO
A.ST.M. SPECIFICATION : "A 325,".WITH. HA.w•c „STEEL
WASHERS: C1:L CONhECT1UIY ARE .BEi$TWO`. ro.E.Want
'THREOO D THSHEAR PL.�.VE 4tS TAL -
U1710N COf:.RLI 1 AS ,`
C. 0 usa"wznr c A KW:' TENSON f)F 2tT CO
<7 N' ApPt:IEO TORE G F;:353 F7:,. T3.
S T'11 Hsa HAwa;'A " OF 39.P�
a I}t ACPLt TOR O F 5 7� FT. L
� . _
9. ALL STEEL. ., ExcEPT. BOLTS a FASTE,YERS
'LL PEOEIVE O'c S P COA ACM; T ENT ZWC.
"O.,TCMSTE'� PA R -.WITH A: AGUE-VV. CO ITEM "OF
SO7 WHCN hfETS PEOEF4t. S1KCiF1Gl3(It.Y ? 6J6:
10. A W£� iw CON t?ORM T 'O T t - LA
sPECF1CATION ; OF T HP-• COCE QP' A R C AL' .R 7T .: : G-
wECi !N B U ILOi H C CON : TIE
"..., AdsmcsH: 'NELOI TOCIETY:
, ".'
GENERAL NOTES
WITH OCO E ' PRACTICE AS
ROVED BY A CIV CR STRUCTURAL. E
2 : TIE 9T G R UCTL% LT fT THt5 : CONV HAS�ti
CF.-SIGNED AND OET4iLEO., THE'LOAOS AhO
ccectr.oPs " , SrPtn. *TEo A,.D stowed OY . ThEse
CR,:w7* G3, ANY ALTEPAT":Oli9 70 THE STi 1 CPPAL
SYSTEM CR. REUV.AL , oF I' f. ozawakeir. ?Ants,
CR ?'+E A_^G•IO'i _OF'OTNER CCNSTRUCTTON :UT=
Ei?:aL9 OR LCsos tl:sr BE Gat- LT.:ER.INCC
ACVISE t?.D &:T,G4:` OF .314 ARO/CTETa C'.:L
OR STSLC!LRA: VIGINEER.
3. SOLIL. STEEL' "Ct%IFCYY iLSS LOS ANGELES CRY
FAGNCATGRS LY_'ENCE N.J1A5VR ALNE (9) .
4 FIELD frepeCT3CNS AND INS?ECTICN FEES. A..t°_
THE IL`PONSSLTY CF THE 9[G.Ot 1G OW'@7
ItIN F AES AID PRIPaPT STRUcrutALS BALL CAN 'TN TO
A; T.M. A-y:S (minima 110.0 srnuci-if or Sz, XO
- 10C14.'
12 GAUGE
13'Gi 3 : f TZl4 47216` :,i
130 = 132'12 :
GAC) O 8 - GA
14 GA. 7214
IR GJ1 -L 9ZI6
:TG14`= YCi6::>
.RS0501..
L O 0
RS0307(OMIT.ON.. 15" ENOW
RS03O7(OMIT' FNGIVACL)4
RS07,05(157ErW ONLY).
RS0809'`
RSO403 - -'"
!150209:
1`: WHEREc�ADDITIONAL ROWS: OF ENOWALL' SPACER ?Rb > Rs' °REQUIRED.
THE" UPPERMOST;.SPACER .'ROt)'sLFNGTH MALL BE ,FIELD MODIFIEA'.TO
E SUIT
2 ENO SPACER ROOS AS; sFiaWN ARE F,OR`' 20 WIND LO4OS AND AS
NQTEO • FOR 'IS* WIND LOADS.E
RIDGE SPACER ROD INSTALLATION
1- 0 - WALL
0 SPACER ROOS'
-MFOIT AT ROOF
ROOS •
60A.8E1 $. • -(OR 7Ci6JSPACER`_
ROD `GAELE
MC219
SMF017
SINGLE NUTS"'
AT ENOWALL
WALL RODS
ptooF
PANELS —
',EC °' %ATIO'4
T R , t$G ETRIC IS WTEhOEO TO S?10 OEHERAL
'; ° SH 11RRRA OHLT.'
:., •t
�9TAK$ARO' ROOF AO iY YAt1 P A h 6L IE
U.A1 9F. 'CETERHWEO 3Y "THE F^_UR;
••OF THE' PAHEL . PIECE I AR IC. . TH FIR ST
'•T} 1 E 0',(,173 INDIC THE - Lb O H -1(I'
090 • y•; WITH THE'. FQVR O IHDICATIMJ,
0 PR:CT16N5 ' O F AN. INCH. TN "TENTHS.¢
£.0. i , 3 2T 'p WCHES.'CR 27-
\ ` ..
3 4 . ONO )I ®�
PALO. A9'EHsRB
1
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LONG- NALL '
GA6r.'r+E2G C 12
r 5 4 WHO QOOF - ..
J FAOjiHERS
1 12 " O. G
.UPPIA 72:+• PIECtS TO LAP
6' MAX clee. wnse. Tt;M
PIECE* —+
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