HomeMy WebLinkAboutPermit 0711 - Segale Business Park - Project 741This record contains information which is exempt from public disclosure
pursuant to the Washington State Public Records Act, Chapter 42.56 RCW
as identified on the Digital Records Exemption Log shown below.
711
Segale Business Park
18290 Andover Park West
RECORDS DIGITAL D- ) EXEMPTION LOG
THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION
Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule
The Privacy Act of 1974 evinces Congress'
intent that social security numbers are a private
concern. As such, individuals' social security
Personal Information —
numbers are redacted to protect those
Social Security Numbers
individuals' privacy pursuant to 5 U.S.C. sec.
5 U.S.C. sec.
2,3
DR1
Generally — 5 U.S.C. sec.
552(a), and are also exempt from disclosure
552(a); RCW
552(a); RCW
under section 42.56.070(1) of the Washington
42.56.070(1)
42.56.070(1)
State Public Records Act, which exempts under
the PRA records or information exempt or
prohibited from disclosure under any other
statute.
Redactions contain Credit card numbers, debit
card numbers, electronic check numbers, credit
Personal Information —
expiration dates, or bank or other financial
RCW
DR2
Financial Information —
account numbers, which are exempt from
42.56.230(5)
RCW 42.56.230(4 5)
disclosure pursuant to RCW 42.56.230(5),
except when disclosure is expressly required by
or governed by other law.
CITY Of TUKWILA BUILDING DEPARTMENT
6230 Southcenter Blvd.
C.
Tukwila, Washington 98067
Phone: (206) 242 -2177
LOCATION OF WORK / NUMBER & STREET
18290 Andover Park West
LOT
OWNER
BLOCK
PERMIT NUMBER
ig 2 711 I
SUBDIVISION
Attached
Sec ale Business Park
ADDRESS
18010 Southcenter Parkway Tukwila, Wa. 98188
PHONE
225 -3200
NAME OF BUILDER
M. A. Segale Inc.
STATE LICENSE NO.
SALES TAX NO. C- 173 - 003 -168
ADDRESS
18010 Southcenter Parkway Tukwila, Wa. 98188
PHONE
226 -3200
INSPECTION RECORD
FOOTINGS
BUILDING
PERMIT
VOID IF WORK IS NOT
COMMENCED IN 120 DAYS
6/3/75
ESTIMATED VALUE
OF
COMPLETED WORK $ 80,000.00
FOUNDATION
PERMIT FEE $ 247.00
FRAMING
PLAN CHECK FEE $
LATE PERMIT FEE $
TOTAL FEE $ 247.00
TYPE OF
CONST.
OCCUPANCY
GROUP
DATE ISSUED
12/3/75
FIRE
ZONE
USE
ZONE
EXPIRATION DATE
FINAL
FIRE SPRINKLERS
REQUIRED
MAX.
OCC, LOAD
U Yes N No
DESCRIPTION OF WORK:
FOUNDATION AND FLOOR SLAB ONLY for warehouse building, Project 741
Subject to provisions of Section 302 UBC 1973
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.
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 CONFORM TO TUKWILA CODES AND ORDINAJ CES.
APPLICANT ice! /d �C1� _40.t.r._ -e 12
CALL FOR INSPECTION
BEFORE WORK IS CONCEALED OR
POURING CONCRETE
PHONE
242-2177
FINAL INSPECTION BEFORE OCCUPANCY
BY
SUBJECT TO C
INFORMATI
BUILDING DIRECTOR
BY
WITH THE ORDIN F THE CITY ND
EWITH, THIS PP MI IS G NTED.
lageir /
L•
CITY .OF TUKWILk BRILUNO DEPARTMENT
6230 Southcenter Blvd.
Tukwila, Washington 98067
Phone: (206) 242 -2177
c711
.00ATION OF WORK / NUMBER & STREET
Pi/ ?(,) 10 to thr,L' "?;1-, Q).p.v-i--
.OT BLOCK SUBDIVISION
MINER
•f
WORESS r"--'""
,•,f G.) D 4,0 v T Kr".1te7; /Z k(!/.i i 11,(!//)/44
PHONE
L .- -3 2 v U )
TAME OF BUILDER ^%) ff�
•' 1 t_i , '.41 —e Ak.a' lFt. I
STATE LICENSE NO. ?
SALES TAX NOC/'7I D03 ( hT
PHONE / t
?6 —:3 2 v 0
,
ADDRESS //
/ fv1! s __L212 � ._.; _ _%2 ,.
•
•
��
}
• APPLICATION
T
Cj
ESTIMATED VALUE �} °�..,___ A+.,` ' COMPLETED WORK S i,A
/ ��>/
PE•1, IT FEE `"""
•
'
FOR
BUILDING PERMIT •
'PLAN CHECK FEE $
ATE PERMIT FEE $
•
.
(� —Y. --' I r
,
, TOTAL FEE $
P TYPE OF
j CONST.
OCCUPANCY
GROUP
•
-
r DAIE ISSUED
• • / i .`- r h/ r
FIRE
ZONE
USE • •
ZONE
EXPIRATION DALE
•
•
i FIRE SPRINKLERS
• REQUIRED DYes II No
MAX.
OCC. LOAD
DESCRIPTION QF WORK:
.
•
1 „ / . 4 / D A 4 a r ? 1.)44. C t r* . 4 : k 9 / 1 . - - 1 , , CoLia 4(' l A:4 2..,_ W i g '.‹..i..e.e ‘
NAME OF TENANT:
`
NATURE OF BUSINESS:
•
' ' .THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT -OF -WAY OR ON•UTILITY EASEMENTS
. .SEPARATEPERMITSARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING.
HEREBY CERTIFY THAT NO WORK
• SPECIFICATIONS AND THAT ALL WORK
IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND -
IS TO CONFORM TO TUKWILA CODES AND ORDINANCES.
APPLICANT
BY
SEGALE';':'rBUSINESS PARK
Project.;':; 4741:
(This is- not a final, .legal, it is a preliminary to be replaced.)
That portion o.C. Government . Loot 5 in Sec.Lion 35, Township 2 3 . North,
Range 4 Fast, W: M., in King County, '9ashington,: :described as
follows:
BEGINNING at a monument ' at the Nori.henst ' cornor_ of the Southwest
quarter of the Northeast quarter of the sci.i.rl' Section 35; thence
South 07044' :56" West 956.67 fcel: to a :po.int of curve; thence along
'a curve to. the. right having ,a radius of 2500.00 feet, through a
central, angle of 21 °2922" an arc distance of 937.65 feet;. thence
South 29 °14'18" -West 117.30:feet; thence South 60 °45'42" East 30.00
feet to. the TRUE POINT OF BEGINNING; thence continuing, South
60 °45'42 East„225 :02 feet; thence nl.ong a curve. to the right whose
center bears: :South 54 °35'49" East having a. radius of 56Q.00 feet,
through:a central angle of 10 °47'49" an arc distance of.105.53 feet;
thence :North 46 °12' East 200.00 feet;, thence along a curve to the
left having a radius of 460.00 feet through a central angle of
:25 °47' an arc.distance of 207.00 feet to a point of compound curve;
thence along a curve to the left having a radius of.1000.0.0 feet
through a central angle of 9 °46'52 an arc distance of 170.71 feet;'
thence North.81 °05'00" West 336 .52 feet; Lhence al.onq a curve to
the right whose .center bears North 70 °33! 52" West having a radius
•of'- 2530..00 feet: through a :contral ' ang.l.e of '9 °48' 1Q" an arc , distance
of . 432.86 feet,: thence South. 29°14.',18" West 3.17: 30 feet: to the
• ,': TRUE': POINT `. OF BEGINNING .
room finish schedule room paint schedule
details
door schedule
site plan roof plan
segale business park
manson bennett & associates
[11 41-;
F (nee* Iv ;MY teJftaRb
$MDlus V0i7;(AViO+e)
ault-rpow gox:U(iakvo
s ,'7s++p CsswH 4.'0 "04:.
FirttOq/%e r
,(442. .i7uu. ueyow r _
r zd7Ka+-1, twit ")
Notil
tixNiOt7 iS.16414
IST TE OFW
22:44.`; tree
GMa..r .- MN11914 cori nerG ;lie, t.P PA"Mi4 :;
-1.4e tot. Di, of i td = ria "wars Ate stct.so 6,4n off."( a 61.14$ .
felD t NIT €ap4CFUCST
i!J %t�� I.Tri. `-.1 ueZI F4
✓Zi ti7L� YS7:1L11 Af. t. t4.4t?
rr. ..owx to -e tszr ,
�,_p .� :J;d Y�z1 X0!`6" x d vs>z1 ia-�' $ �'-,1 'aft"' 1�` d'x1o��� W� Y , e
U
LFY 4T:; , x... BTZ wF r 411: • zec . OZ.. .. 1..rr .6., 'iz ci sv �c.;r . �.,nan. 04. " 4YVRF1s1DAT 21'-C'::K ;D�-o" vet -,. rZ✓ RC
Z'� 0
-- 12 46, Y.rA( v, M67. 1`AS 414 ({-l►i 141. ce►lr
— v __ _
SiwitaoTM
ttttfrtik:
se -to A A%
41:1n3P4a m-r
v e'' rwsz. AND
.;.',1ipsme Pratiy7 11644;.
y1•Fu1u2$ y'44•x`:O'•d goo- Gbr4164 ;.
flioviJR. ►4M Tt;W'.I.►NCW •
%4_{Z►q, MA.
—_'L2 ads, 6/.6w;
5Y
3'101 i/d NM :XI: i2'dx d a2RC
Vora'. :141°r-Nil.' i ..'p i.
crvwr- Nsa►v PtacM s) V,1z rfitM7e1t4 ;; `.
G K7 fTA 2
G�(r
MESF+
1"Lt.Z a' W - 4 t 2 0': 0=-1f to:
etc r,-r !`C7 �d1VlCdJTI�
730w If Lx)
•
�iO4N -1
mil
Ct.] A'L:Ta:t•4.4.7E
AAA 12 E'5 ,aT 1C7t!:iT.
OvvNe
a - e
ad / �,„) ` I<'
SAY 6 E1; _64 :: flT
OT'TIC1r.l
1.IOT$: COssicaTRUCTiCau :3OiN 1.* C„2 f2tiN41.-4Y
1Qi -T Nt4Y E.c.R Lite , AT - C?.ATIdNsj iNi7 GCTE D
JOINS' ON PL.dt.+
tC%IJTKACTOR5
TIL.. uP WALL
SPANIEL-
PILAA TER
1?i;Y0P4r,
',A N SL w�'L
'FILA' TEft
E•c3t+,o
5t /2 LA9 01,4
GKAiR• w!
Gs (- -Liter Mf?•
/o /p10
TILT -L11" 0/41-L.
T°ANIet.
?I L44i ?eE
TbEYO N:7
g'k6t.AP) -C N
Cif ;AD E'__ IN/
egg6:0,V4 1~la0,,.4
lb
TILT.LL1P' WALL
?41- att.
PILA. - r(>riZ
QJEY0 HI°
GENERAL STRUCTURAL 34OTES
CONCRETE CCNSTRUCTION'SHALL -BE SUPERVI5E0 !Y 'A QUALIFIED
U1 PECTI011:AGENCY,
CONCRETE SNALL ATTALN A 28 DAY STRENGTH OF. Pa 3,.000 PS!_ .• `y
- ANA'SHALL CONTAIN NOT :'LESSsTHAN 5}`•SA;CKS -OF 'CEMEl1T.PER
CUBIC YARD.
REINFORCING, STEEL'. SHALL_CONFORM TO,ASTM *615-68, GRADE 6G,
LAP`ALLCONTINUOUS REINFORCING 36 DIAMETERS- OR 2' -0"
MINIMUM_ UNLESS NOTED. OTHERW ISt= O'N.TME- 'DRAYViNf,S,'PROVIDE'
CORNER BARS AT ALL WAIL 'INTERSECTIONS TO MATCH HORIXONTAlr:r
REINFORCEMENT.. -
REINFORCEMENT EMBEDMENT SHALL-BF. AS: FOLLOW :
UNFORMED SURFACES AGAINST EARTH . 3x CLEft
FORMED SURFACES `AOA ?NET EARTH 2" CLfAir
SURFACES EXPOSED TO'WEATHER,` BEAMS OR COLUMNS. .. i5- CLEAR
S,
ALL-TILT-UP WALL REINFORC :NG SHOWN t3 FOR IN -PLACE SERVICE
LOADS ONLY, 'CONTRACTOR SHALL PROVIDE ALL LIFTING INSERTS
AND` SPECIAL'REINFOSZtNG IUEOUIRED FORERECTiON LOADS.
6, STRUCTURAL STEEL SHALL CONFORM TO ASTM A -36
ALL WELDERS SHALL 8E CERTIFIED eY THE AWS,
8. GLUED LAMINATED MEMBERS SHALL BE FABRiCATED IN CONFORMANCE
WITH!' L.B.C.! STANDARDS NO, ,2S -10 AND - 25 -')1. =.4. CERTIFICATE OF
INSPECTION SHALL '9E SUBMITTED TO;T-HE"TUK4Y!LA ®UILDTNG DEPART -
,MENT FOR ALL MEMBERS., MEMEERa -SHALL BE DOUGLAS. FIR.; BEAMS
SHALL .SE COMBINATION 24E, •F6 = 2,'400 PS1. COLUMNS*SH■LI BE
.COMBINATION O 22F, F - _; 1..500 PS1. SUBMIT COMPLETE SHOP
DRAWINGS PE;OR T FABRICATION.
9, FRAMING LUMBER SIiALL CONFORM-,TO WCLB.GRADING AND' DRESSING'.
RULES'16,•; LATEST EDITION,;ASiFQLLOWS::
ROOF 2,,4.SERKELY JOISTS DO(,! LAS FIR DENSE NO 1 ( - 2,05&1 P51)..
ROOF PURLINS DOUGLAS FIR NO. 1 ' (I4 + 1,500 PSI' ;
STUDS PLATFS'd BRID<ilNG DOUGLAS FIR NO' 2 (Ib 1,250 PSI)
l0. ROOF;PANEL.PLYWOOD SHALL RE 5/CD X.•(5 tAPRfNpTiCPs) OS '
1 /2 " " STRUCTURA.. 1, `U.B.C. 25 •9„
(PANEL I 0_
'TOT• of At`r
3.,1r . co,41
• Ic
CQ'Jfs R
Y
n9, <t. WET I* TR
1?2ovurg,.FTC slST ,
2 LS' EA.: Fi '.hiDEr
gJ r TG. 'TIE 1i//'
E.GCN ?A1JE1- .t 1* -11".
FT4'tT1E , w/
a r G. •w81 17 134.11 -
Plzcv.olg F,TfT TIM
2- 4s:.W.4414,'ADE "cP.r'
EAc 1, PANEL- ''.10,1"-M
,yam' r.__
"-LASS Ties
• *25 ',44,' wttzj.r! R,ts.•
p RI*2• pIE ; Tt3.19RI
z•- Cd'.E%ii:i -1 ,yiple ♦4 r
41O1i•4? '.
INDEX 32/16);
!•O_.O.TINt,S SHALL BEAR ON' SOLID UNDISTURBEp EARTH AT LAST
13, .8E OW LOWEST ADJACENT FINISHED GRAD" UNLESS SHOWN
OTHERWISE ON, PLANS
DESIG'N CRITERIA (U.:B C.,.1973'EDITION) :. S.
23 "PSF
20NE 3, !C'
•20 PSF
2'000 PSF
?EE „4Zq. L nwC= ccirr'
�xL .LEYE(.ElC Sizti 4'
LOCATI e2t.1`;' •
TYfl IC oc ' '
4*25 84Sv4Y
'I�C16%o,
-t4 3nrr
BENNET •:.11,40 14 QaCIATES:
aysz.d*:'-s14 y .. ittw ,+1,101:..;
FT6.. t;
do i 1•4
TRsaai4
pvi OE
Wt 2•'=•J "GOUT g
*4
v SIB =a
74-0 1410' 2•4'
P ON/ P _
6/1 0-
CJ�L BLAB ,Oi.a eirt.d■oM
w, !EKG W,y�I,M. 'S'YPICAL
Frei. wI
-r2Awy.
MANSOtd... BEN NETT: '�
:y+i = + +i;'Poutriia. Ur :¢u41.604.4
•_ 40.tcr .c a9 o Sv,o.
30'
U
6.L. 43/4'e $OY
•
O
Q
•` .
., '.la�3o,,,,
`ln NT :Z'A 2G.
A ZCi.`.,L:.-