HomeMy WebLinkAboutPermit D01-177 - GT DEVELOPMENT - RACKSGT DEVELOPMENT
6437 S 144 ST
D01 -177
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 9 98 I u:
Signature:
Print Name
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 336590 -1570
Address: 6437 S 144 ST
Suite No:
Location:
Category: AWSE
Type: DEVPERM
Zoning: C /LI
Contractor License No:
DEVELOPMENT PERMIT
I L TLNL__Lk 6
(206) 431 -3670
Permit No: DO1 -177
Status: h$LIE6
Issued:
Expires:
Const Type: Occupancy: WAREHOUSE
Gas /Elec.: UBC: 1997
Units: 000 Fire Protection: AUTO FIRE ALARM
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: N/A Sewer: N/A
Wetlands: Slopes: N Streams:
OCCUPANT GT DEVELOPMENT Phone:
6437 S 144 ST , TUKWILA WA 98168
OWNER G.T. DEVELOPMENT
6437 S 144TH ST, SEATTLE WA 98168
CONTACT CHRISTINE LANG Phone: 206-436-1555
14601 INTERURBAN AV S, SETTLE WA 98168
********* k**************** k********** k*k kk* k**** kk kk k *kk **kk * *k * *kkA* *kkk*Ak * * * *kkkk
Permit Description:
INSTALL EXISTING RACKING FOR INVENTORY SUPPLIES
* k************ k*********************** kk*****k kkk k*** k *kkk * *kk * * ***kk * *k * * *k * * *k * *kk
Construction Valuation: $ .00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
** k********* k** k** * * * * * * *k * *kk *k * * * *k * *kk * * * *kkkk ** k *k*kk *k *k *AAAkk * * *kkkAk *k *AkkkA
TOTAL DEVELOPMENT PERMIT FEES: 73.4
kAk * * * * * * *ik * * *A * * *k * * * * * * * * *** *k l * k *k ** ** * *k* *k* *** * * *k * *kkAA *k * *kk *Ak * *kAAAk *A
Permit Center Authorized Signatur �� C' -°
Date: 67
I hereby certify that I have regd'and examined this permit and know the same
to be true and correct. All pr visions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development permit.
Date: 2l0../01
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or abandoned
for a period of 180 days from the last inspection.
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Addret.:Le: 64'17 7.: 144
Tenant:
DEVPEPM bolie••
Parcel #: 336590-11:T70 I .
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Permit Condition?:
1. N: changes Will ue made t'2 the clans unies: r
Engineer and the TOwila Building Division.
2. All construction to be done iv wt
plans ,hhd requtrements the Uniform Building Cede
Edition) as amended. Unifo:m Mec ,
and Washington State eheg, Code L197
2. Validity of Permit. rhe A permt
Plans. svecifications. 3nd COmOttt"3t!on.:
strued to be a permit lor, or an au of, :Inv vioi3tion
of any of the provisions of the building code of
other ordinance c'f the jurisdiction. Nc csecmit r esuwind to
give authoritv to .'iolate oi cancel orov—zions
code shall be valid.
4 All permits, in'spection records, aod abur be
available at th h site 1.0'!0:' t. the. 2.t3r't Cf n.
truction. rhese documents a:e ro mcz.int 3 avail-
able until final inspection apbrc-„ is grand.
5 4 4 *FIRE DEPAPTMENT CONPITIC)NS
6. The attached set of an have been ,e t rive
Prevention Bureau and are accebtable with the - ollowig
oncerns:
7. Storage may not be closer than 36 inThes in all direcor.:
to celling-hung "Space oc Unit' heaters,
6. Storage may not be clo:er than 1
heads, (NFPA 13. 4-2.S;
9. In double row racks wIto heights cf ..:tocalle t t.. :? 30.1
including 25'. an aveage nominal t, flue
between loads or at reel uprights shall be ,:lainta!re.
(NFPA 13)
10. Maintain minimum 6" longitudinal t; Itit
back racks. iNFPA 13)
11. Where storage height et.coeds i'eet 30d : e 'rir leLs
Only are inSt3lle fire protection t.y one of the
methods is required for steel building celumns
within racks A..3 one-hour fire pr•ofng, (b
sprinklei's at tht!! 15 foot elevation of the column.
ceiling sprinkler densitv minimums as determined by the
Tukwila Fire Prevention Bureau. 1‘4FP;:,;
•2. Aisles leadino to required shall be f!ooi
portions of buildings Aisles located with:
route of travel shall also compl with
requirements for aocessibilit 1
13. Depending on the classificatior oi t
stored and the ze of the storage are:t.
hose stations and cu;tain boards me... be , *:duired ty.. Table
81-A of the Unifor,i1 Fire Code. Cotact t±,e ruiw
Prevention Bureau TO further informa7.io,I.
1 4 , An approved hose etatton r t QU 1 r :3s p lt1rts
must be sut to the Fire Mar for t'ri .' :1
ins,tallaat ion. r iCity r;!r *1
15. Racks designed for high-piled storage fiY!t t i •,'11! ?3 7 v with
section 2207 of the Uniform Otr 1 ? u i ti') r,.ec1!1 -
the Tukwila Building 11C'ilaetiient ior deter'; tie t.iir ;?;'i•� t '
design and installation standards.
16. Refrain from blrcI irl•] sprinkler '.:overaile YJtt`' _treieiog.
NFPA standard 113 eta)*es tiia ?t any _hel . ir)Y , _ , e ee i _ in
ex.ce,$ of 4 feet i n width w i l l , eouire irl_.ta; : 1._,t ee
sprinklers thereunder.
17. Hitch -ailed combustible storage mete iaal;
closely packed piles `rior"e than l.' t'eet in height l'+
combustible material: on pallet: or in casts more th,3 32
feet iii height. For :t'r'i' a it' r.pec iai l -Ji;,i :pit d ,,o i t ie
such al's r'tibber t i r ' e : . ' 1 i! . , some f l a m m a b l e I •'.lu ; d .
idle pallets. eta.. tint' critical it;ail l,ti 1l height , oak, i':; :t_ le.,
a: 6 feet. (1.1F'. article 2. : ' t i 2�)9 Fti
I. Contact the Tukwila Fire Prevention iori Etrr rate te all
required insPect tart: and t:e t.:= -
Ordinance #1900 and 4I901
19. This review limited to _.t7< ee igat ive tenant epae :pa .`'r l a'
peCtai fire per "mit.. iSoy be neee:-ar y depending on et.ai l ati
description of intended use.
20. Any overlooked v' hazardous anu C'r i _ i \t .'.' ` tl',
adopted Fire cif' Bulldin'x '.r..'lte: does 'lot imo1v af4uee ail 1t
such condition or e olat'ir4n.
21. The plans were reviewed h t' � If r'o u:k.
truestiorl:, pieaa_e call the 1 !".re t'*_,gritiorl t"i.r''c':
at L'06)5 -44O7.
I hereb certify that I tra'ive ee 3..1 these ee n i t . ..'
with them as totrt 1 ine+d. All pr 'v i iorl: ct !Jo atit`
this wort. w i l l he ecmtll ie i with. whether e t 'ed
(1
Feint i dii ►r:� % - )�L� L __
,4 r IA) (t_
net.
The g r a n t i n g of this Permit doe: not pee:ume t•. ; ! a ~.ne i
v i o l a t e •?r . 3r►ce l the r''o , i _ i . l r . r of Afly a t he 1 e ,
regulating con- tr'uc t on :7).r the Cede 'r ?lei'.. . • e
'+ 1 ri
Vrtject Nine/Tenant:
r'/ /A' I/ ( le - r L r C.)
7
Proposed use: ❑ Retail � Restaurant ❑ Multi family Varehouse ❑i ,,,spinal
❑ Church /LLtritanufactunog ❑ Motel, Hot ❑ ( Mu e
❑ School /College /University ❑ Other
Value of Construction:
1 ii i C !
Site Address (triclinic suite nun►I er)
If yes, extent of change: (Attach additional sheet it necessary)
r-1CLeLC_oi 4a l I 0► --t_ ( 1 iT Ck' S
City Slate /Zi r
Tax P,i cel Number:
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no
Attach list of materials and storage location on separate 8 1/2 ,\ 11 paper indicating quantities S l.laterral Sa ety (lata Sheets
Y r ►perty Owner: L� ^ _ .
le e, r Lam c t 1.
Phone:
r�O(o - t),36' -- jC l ( l
Fax ax 4:
Fax 7c , L ^r� /
St 'et Addres.:
� �PC�( �L "�CI L(► �Yr L I ... E
State/Zi Sla/Zii
�) ra.� �f/ ' �/
C trjjctor:
A) ot /A
Phone:
Street Address:
City State /Zip:
Fax N:
Arch t est:
Phone:
street Address:
City State /Zip:
Fax 11:
Engineer: --.
,41-11 L i P' p) 7
Pi =
S €gt h ss: �
t, , � .r .) A I'..
..5
City State /Zi ,:
( )Lip u it/A e ce
Fax
Co .°1--e5. 3-[ -, L/ ) 1 -
154one: _
tltact Person:
Street Address:
th ) t Ale .S
Ct to /7" ,:
_a_)cA(c "
( x#:) a .11 L1 vl.A"C i •..)- --
DFscriiptiion of work to he done (pleAse be specific):
( l'` - /El!/ ?>L /S'' - 11161 rot k1 LY / r ) rfr 11 SLipp ii (S
u.
Existing use: ❑ Retail ❑ Rest ❑ Multi- family Warehouse ❑ t lospitat
in Church ,mil tanufar luring ❑ Motel /t tote) ❑ (Oh( e
❑ School /College /?University ❑ Other
Proposed use: ❑ Retail � Restaurant ❑ Multi family Varehouse ❑i ,,,spinal
❑ Church /LLtritanufactunog ❑ Motel, Hot ❑ ( Mu e
❑ School /College /University ❑ Other
i
Building Square Feet: I I l 3 9 existing No. of Stories: Area of construction (srl III:
Will there be a change of use? ❑ yes . no
If yes, extent of change: (Attach additional sheet it necessary)
r-1CLeLC_oi 4a l I 0► --t_ ( 1 iT Ck' S
Will there be rack storage? yes ❑ no
Existing fire protection features: ❑ sprinklers automatic fire alarm ❑ none ❑ other (specify)
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no
Attach list of materials and storage location on separate 8 1/2 ,\ 11 paper indicating quantities S l.laterral Sa ety (lata Sheets
CiTY OF TUKWILA
Permit Center .
6300 Sotrt Blvd., Suite 100
Tukwila, WA 98188
(206) 431
Project Nc er:
Permit Nom ber:
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to he accepted for plan review.
Applications will not he accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF 1 HE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑
❑ Fire Loop /Hydrant (main to vault)N:
❑ Land Altering 0 Cut
❑ Sanitary Side Sewer N:
❑ Storm Drainage ❑ Street Use
❑ Water Meter /Exempt II: Size(s):
❑ Water Meter /Permanent II Size(s):
El Water Meter Temp It Size(s):
❑ Miscellaneous
Comb cut/Access /Sidewalk
Size(s):
0 Fill
cubic yds.
❑ Sewer Main Extension
❑ Water Main Extension
0 Deduct
❑ Flood Control Zone ❑ I tattling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
cubic yds.
Est. quantity: gal Schedule:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. 1 his figure will be reviewed and is subject to
possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the elate of application shall expire by limitation. The
building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application accepted:
nat,' application expires:
i — 7- L =�
Applica ion takgn by: (initials)
7 /
PLEASE SIGN BACK OF APPLICATION FORM
11 /10,00
urger n rr Jrrc
,
CITY OF TUCWILA. Wf 1 I r; ] 7
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........... ....
T/ TIITAL
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Proje
Devev 1—
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T , • of Insction:
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Daleipdy 0 /
Special instructions:
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Date w#nted: / ,
7 P 0 / 01 ( p.m.
Reso,pester: .
91--
Phone:
Dccr 11r Lc '
, `..L;,,`150:',Z1.1'W...6:
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INSPECTION NO.
INSPECTION RECORE
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 9848
rst;i1 I 7 7
PERMIT NO.
(206)431-3
E} $47.Od REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
COMMENTS:
%A( —k EkLL
Inspector:
Date: t
Approved per applicable codes. D Corrections required prior to approval.
Receipt No:
Date:
":%% • •,••••'. • •
City of Tukwila
Fire Department
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name
Address
Authorized Signature
FINALAPP.FRM
Retain current inspection schedule
//r es
Needs shift inspection
rt Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Permit No. A c 1 -
T.F.D. Form F.P. 85
John W. Rants, Mayor
Thomas P. Keefe, Are Chief
Date
Suite #
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 575 - 4404 • Fax (206) 575
Permit No.
May 25, 2001
Roger Steussi
Easy -Up Storage Systems
8731 S 212th
Kent, WA 98031
J.R. $ONNETT ENGINERING
RE: Seismic Anchoring for Storage Racking for:
G. T. Development
6437 South 144 St.
Seattle, WA 98168
(JRBE Job 11 01- 144.20)
Dear Mr. Steussi,
Review of the information relating to the storage racking at the above location revealed one basic geometry and one
loading condition, which has been identified Type "A ". This situation is illustrated within the attached seismic
analysis.
Based on the information you provided, calculations have been performed for the rack type and loading conditions
with respect to overturning due to lateral seismic forces.
It has been determined that the racking will require baseplate and anchoring per sheet 6 of the attached seismic
analysis. This method of anchoring will accept a resistive force deemed adequate per the 1997 Uniform Building
Code requirements for seismic loading with respect to overturning.
Please contact us if you have any questions.
Sincerely,
J.R. Bonne" Engineering
Amy Rigg P.E. / v
FILE COPY
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
By 1
Date 6 `2-0 -
01111. ,c STRL77URAl. ENcl.vEERING •oss(1.
803 E. 3 "n Al WA V E
SPOKANE. HA. 99202
MICE: 1509)534-3929 /;1.1' 15091534 -40/4
I S _
.... C ., . "9 - t ..
. , ` ' _ , x.11 . r:
- r . , .
{M � ft, t
r
Dofrr?)
J. R. BONNETT ENGINEERING
803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534 -3929
FAX: (509) 534 -4014
JOB NAME G. T. Development
SCOPE OF WORK
DESIGN PARAMETERS
Seismic Analysis: 97 UBC 1630.2
Determine the anchorage and baseplate requirements of the storage
racking subject to Seismic Zone III loadings per the 1997 Uniform
Building Code. All racking components have been designed by others
and is beyond the scope of this analysis.
CONCRETE SLAB THICKNESS -
CONCRETE Pc -
ALLOWABLE SOIL BEARING PRESS. -
STEEL PLATES (A36) Fy -
RAWL-STUD EXPANSION ANCHORS OR EQUAL
Seismic Zone 3
VV)F; at-
tIFET rt •,
CFtECKFD B " ._
gr,AI F
C, = (2.5 *C, /R) *1* r /F, = 0.15 (Adjusted Seismic Coef.)
V= 0.15 W
Pi = V * (Wi *Hi) /SUM(Wx *Hx)
SEE SHEETS 2
FOR MORE LOADING INFO.
5.0 inches
2500.0 psi
2000.0 psf
36.0 ksi
V = (2.5*Ca / R)*I*W
Z = 0.30
I = 1.0
C, = 0.36
R = 4.4
(2.5 *Ca / R) *1= 0.20
F, = 1.40 (Working Stress Reduction Factor)
p = 1.0 (Redundancy/Reliability Factor)
TF /._O/
__ DATE
D PtTODUC F 2,;
J. R. BONNETT ENGINEERING
803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534-3929
FAX: (509) 534-4014
ju
2.-
SHEE T TIO
At (MLA 110
CHECKED BY _
SCALE
DATE _____ --
+11'-3" A.F.F
+ 7'-4" A.F.F
fei? + 3'-6" A.F.F
3000#
3000#
3000#
RACK ELKVATION
1/2"=1'-0"
1••■•1111■11
(RACK TYPE A)
Ctif 04- '10‘,`SittA
vpolvt
U 2 U
() PF1ODUCT 20/
tigNINSIESEIltkM1.4. #9.frifkkj574 ‘.11;er4',;134‘)Ft'';;FITF5:71';'1.04.."11`Yr$`,.,..."Tid%/;‘,?,?:?:f1e._•:77,
INPUT DATA
RACK TYPE PALLET "A"
DEPTH OF RACK =
# OF SHELF LEVELS
LEVEL #
2
3
J. R. BONNETT ENGINEERING
803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534-3929
FAX: (509) 534-4014
WEIGHT WI
3.00 kips
3.00 kips
3.00 kips
CASE I - ALL LEVELS LOADED
3.00 FEET
3.0
# Wi Hi W x H Pi M
(kips) (feet) (kip-ft) (kips) (kip-fl)
1 3.00 11.25 33.75 0.670 7.54
2 3.00 7.33 22.00 0.437 3.20
3 3.00 3.50 10.50 0.208 0.73
9.00 66.25 1.31 11.47
Mot = I.15*SUM (M) = 13.19 kip-ft
Mres. = SUM(W)D/2 13.50 kip-ft
DOWNLOAD = (Mot + Mres.)/D = 8.90 kip
UPLIFT = (Mot-Mres.)/D -0.10 kip
Jr t
O f - I P129
Pfl
f)4 TE
, DATE
HEIGHT, Hi
11.25 feet
7.33 feet
3.50 feet
2
PHODUC •,
AlIBMWOMMEEEESIM
. .
J. R. BONNETT ENGINEERING
803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534 -3929
FAX: (509) 534 -4014
CASE H - ALL LEVELS LOADED EXCEPT BOTTOM
# Wi Hi W x H Pi M
(kips) (feet) (kip -ft) (kips) (kip -ft)
I 3.00 11.25 33.75 0.531 5.97
2 3.00 7.33 22.00 0.346 2.54
3 3.50
6.00 55.75 8.51
Mot = 1.15 *SUM (M) = 9.78 kip -ft
Mres. = SUM(W) *D/2 9.00 kip -ft
DOWNLOAD = (Mot + Mres.)/D = 6.26 kip
UPLIFT = (Mot- Mres.)/D 0.26 kip
CASE III - ALL LEVELS LOADED EXCEPT BOTTOM (2)
# Wi Hi W x H Pi M
(kips) (feet) (kip -ft) (kips) (kip -ft)
1 3.00 11.25 33.75 0.438 4.93
2 7.33
3 3.50
UPLIFT = (Mot- Mres.)/D
3.00 33.75 4.93
Mot = 1.15 *SUM (M) = 5.67 kip -ft
Mres. = SUM(W) *D/2 4.50 kip -ft
DOWNLOAD = (Mot + Mres.)/D = 3.39 kip
0.39 kip
p rof 01:
JU
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or -
4
CHECKED BY_. _- _
`;SALE .-_ -- -
DALE -- -.--.
+000C r n
i
J. R. BONNETT ENGINEERING
, 803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534 -3929
FAX: (509) 534 -4014
BASEPLATE CASE IV
RACK TYPE: PALLET "A"
MAX DOWNLOAD =
MAX UPLIFT =
COLUMN DIMENSIONS
X=
Y =
PLATE DIMENSIONS
x
Y =
SLAB THICKNESS =
F 'G =
SOIL BRG =
Fy =
SLAB ANALYSIS
Ft = 3.5•SQRT(F'c)
S=
Ma=
SOIL BRG
M =
Lmax _
SOIL Areq'd =
X slab =
Y slab =
SOIL A prov =
SLAB OK
BASEPLATE ANALYSIS
TRY pLw /t=
S=
Fb=
MpL =
MpL= 1/2•fp•l ^2
ApL =x•y
le max =
a prov.
b prov. =
aeff.=
b eff. =
I eff =
ApLeff.=
fp = P/A =
MpL =
t re ''d =
BASEPIATE OK
8.90 kips
0.39 kips
3.00 inches
3.00 inches
7.00 inches
4.00 inches
5.0 inches
2500 psi
2000 psf
36 ksi
175.00 psi
50.00 in ^3
729.17 N'
2666.67 psf
1/2(SOIL)L ^2
8.87 inches
3.34 feet ^2
24.75 inches
21.75 inches
3.74 fcetA2
2.000 inches
0.500 inches
2.000 inches
28.000 inches ^2
0.318 ksi
0.635 kip"
0.325 inches
• O
0.375 inches
0.023 in. ^3
36.0 ksi
0.844 kip"
3.725 inches
2.000 inches
0.500 inches
US ft Lj„
U
10E3 _
cTiFF T tai i
0/— /IN 20
5
r,t +ECr.ED 8 +
:CAI F.
Xstcb
DATE _ .._
U MKT/W.1 207
tniox
/ V
/
, tmax
.1
%
0
S
c
i
J. R. BONNETT ENGINEERING
, 803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534 -3929
FAX: (509) 534 -4014
BASEPLATE CASE IV
RACK TYPE: PALLET "A"
MAX DOWNLOAD =
MAX UPLIFT =
COLUMN DIMENSIONS
X=
Y =
PLATE DIMENSIONS
x
Y =
SLAB THICKNESS =
F 'G =
SOIL BRG =
Fy =
SLAB ANALYSIS
Ft = 3.5•SQRT(F'c)
S=
Ma=
SOIL BRG
M =
Lmax _
SOIL Areq'd =
X slab =
Y slab =
SOIL A prov =
SLAB OK
BASEPLATE ANALYSIS
TRY pLw /t=
S=
Fb=
MpL =
MpL= 1/2•fp•l ^2
ApL =x•y
le max =
a prov.
b prov. =
aeff.=
b eff. =
I eff =
ApLeff.=
fp = P/A =
MpL =
t re ''d =
BASEPIATE OK
8.90 kips
0.39 kips
3.00 inches
3.00 inches
7.00 inches
4.00 inches
5.0 inches
2500 psi
2000 psf
36 ksi
175.00 psi
50.00 in ^3
729.17 N'
2666.67 psf
1/2(SOIL)L ^2
8.87 inches
3.34 feet ^2
24.75 inches
21.75 inches
3.74 fcetA2
2.000 inches
0.500 inches
2.000 inches
28.000 inches ^2
0.318 ksi
0.635 kip"
0.325 inches
• O
0.375 inches
0.023 in. ^3
36.0 ksi
0.844 kip"
3.725 inches
2.000 inches
0.500 inches
US ft Lj„
U
10E3 _
cTiFF T tai i
0/— /IN 20
5
r,t +ECr.ED 8 +
:CAI F.
Xstcb
DATE _ .._
U MKT/W.1 207
J. R. BONNETT ENGINEERING
803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534-3929
FAX: (509) 534-4014
„
3/4
TYP.
7"
3" 2"
0 / .- 1 1 / 1 /*
r,- 6
4/4_
RAS PLAT F1: DTAIL
(RACK TYPE A)
DA iF
"y
— STEEL POST
BY OTHERS.
PL 3/8" w/ (2) 1/2"ce
RAWL STUD EXP. ANCH.
W/ 3" EMBED.
(SPECIAL INSP. NOT REQ'D.)
CITY Of TUKWILA
APP1?,Ovf.0
JUN 20 2H'i
'omr"..14•44"PP
LI
U F'FIODUC T 2C'
ANCHOR
DIAMETER (Inches)
HOLE
(inches)
EMBEDMENT
(Inches)
t,s4000pia
Tsn.lon
Sheer
With
inspection'
Without
upect i nI
k io
1 4
3 /t
1
850
425
455
----J /s
1 /2
1 /a
1600
800
1055
1 /2
3/4
2
2250
1125
1660
34
74
3
2615
1310
3100
3/
1
3
3480
1740
4400
ANCHOR
DIAMETER
(Inches)
EMBEDMENT
DEPTH
(inches)
INSTALLATION
TORQUE
(Ft. tbs.)
%, a2000psi
r =4000psl
r•,= 6000psi
Tension
Tension
Tension
.
With
Sp. Insp.'
Without
Sp. hap?
Shear
With
Sp. ktsp.
Without
Sp.Insp!
Shear
With
Sp.Insp'
Without
Sp. Insp.'
Shear
'/4
I /t
8
420
210
365
570
285
520
570
285
520
1 / 4
1 \
8
530
265
415
645
325
520
640
320
520
1 /4
2
8
680
340
480
720
360
520
765
380
520
3 /a
I /i
28
890
• 445
960
1030
515
1295
` 1040
520
1450
3/s
2
28
975
490
1065
1075
540
1355
1100
530
1480
34
3
28
1200
600
1350
1200
600
1510 .
1335
665
1560
/2
2
60
1630
815
1600
1655
830
1735
1655
830
1745
1 /2
3
60
1785
e; )_
1655
2015
1005
1800
2015
1005
1825
1 /2
4
60
1985 •
4
1725
2485
1245
1885.
2485
1245
1930
34
23/4
90
1910
955
2215
2090
1045
2215
2100
1050
2525
3/a
4
90
2345
1170
2305
2535
1270
2420
2890
1445
2595
34
5
90
2755
1375
2375
2890
1445,
2585
3525
1765
2566
3 /4
3
175
2685
1345
3665
2685
1345
3665
3880
1940
3815
3 /4
5
175
3715
1855
3945
3925
. 1960
4280
4845
2425
4510
3 / 4
6
175
4345
2175
4115
4685
2345
4655
5400
2720
4940
7 4
31/4
250
3085
1540
—
3955
1980
--
4820
2410
—
7 /a —
41/4
250
3575
1790
—
4405
2205
--
5250
2625
—
7 /s
3
250
4560
2280
—
5305
2655
--
6110
3055
—
1
4
300
3470
1735
—
5000
2500
— _
6845
3420
+
—
1
5
300
4565
2285
—
5680
2840
—
7475
3755
—
1
6
300
_
5845
2920
—
6365
3180
--
1800
3900
—
1
5
450
5060
2530
—
6830
3415
--
8750
4375
—
1 /4
7
450
5060
2530
—
7000
3500
—
9050
4525
—
Page 4 of 10
TABLE NO. II —RAWL -STUD ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (Pounds)'
'The tabulated shear and tensile values are for anchors installed in stone-aggregate concrete having the designated ultimate compressive strength
at the time of installation.
2 The tabulated values are for anchors installed a minimum of 12 diameters on center and a minimum edge distance of six diameters for 100 percent
anchor efficiency. Spacing and edge distance may be reduced to six-diameter spacing and three-diameter edge distance. provided the values are
reduced 50 percent. Linear interpolation may be used for intermediate spacings and edge margins.
2 i?tese tension values are applicable only when the anchors ate installed without special inspection as act forth in Section 306 of the code.
4 These tension values are applicable when the anchors are installed with special inspection at set forth in Section 306 of the code.
She allowable loads may not be increased for duration of loading such as for wind or seismic loads.
TABLE NO. Ill —BAWL STEEL DROP -IN ALLOWABLE
SHEAR AND TENSION VALUES (Pounds)'•
'The tabulated shear and tensile values are for anchors installed in stone - aggregate concrete
having the designated ultimate compressive strength at the time of installation.
2 The tabulated values are for anchors installed a minimum of 12 diameters on center and a
minimum edge distance of six diameters for 100 percent anchor efficiency. Spacing and
edge distance may be reduced to six- diamcacr spacing and three - diameter edge distance,
provided the values are reduced 50 percent. Lincarinterpolation may be used for interme-
diate spacings and edge margins.
3 Thcse tension values are applicable only when the anchors arc installed without special in-
spection as set forth in Section 306 of the code.
'These tension values arc applicable when the anchors arc installed with special inspection
as act forth in Section 306 of the code.
3 The allowable loads may not be increased for duration of loading such as for wind or seis-
mic loads.
^'line Drop -1n anchor must be completely embedded within the concrete.
5/4-r 7 c/°/
i
:; t T Y i `f F LO`.''t`ill k
APPENDIX
CITY OF
APPROVED
JUN 2 0
ail ,Il.;
CHAP. 16, DIV. IV
1630.1.2
1630.3.2
and strength of elements, which are significant to the distribution
of forces, and shall represent the spatial distribution of the mass
and stiffness of the structure. In addition, the model shall comply
with the following:
1. Stiffness properties of reinforced concrete and masonry ele-
ments shall consider the effects of cracked sections.
2. For steel moment frame systems, the contribution of panel
zone deformations to overall story drift shall be included.
1630.1.3 PA effects. The resulting member forces and moments
and the story drifts induced by PD effects shall be considered in
the evaluation of overall structural frame stability and shall be
evaluated using the forces producing the displacements of As. PA
need not be considered when the ratio of secondary moment to pri-
mary moment does not exceed 0.10; the ratio may be evaluated for
any story as the product of the total dead, floor live and snow load,
as required in Section 1612, above the story times the seismic drift
in that story divided by the product of the seismic shear in that
story times the height of that story. In Seismic Zones 3 and 4, PA
need not be considered when the story drift ratio does not exceed
0.02/R.
1630.2 Static Force Procedure.
1630.2.1 Design base shear. The total design base shear in a
given direction shall be determined from the following formula:
V = RyT W (30 -4)
The total design base shear need not exceed the follpwing7
V _ 2.5 C , / W (30 -5)
R
The total design base shear shall not be less than the following:
V = 0.11C,fIV
(30 -6)
In addition, for Seismic Zone 4, the total base shear shall also
not be less than the following:
V _ 0.8 ZN t w (30 -7)
R
1630.2.2 Structure period. The value of Tshall be determined
from one of the following methods:
1. Method A: For all buildings, the value T may be approxi-
mated from the following formula:
2 -14
T = C, (h„)
(30 -8)
WHERE:
C = 0.035 (0.0853) for steel moment - resisting frames.
C = 0.030 (0.0731) for reinforced concrete moment- resist-
ing frames and eccentrically braced frames.
C = 0.020 (0.0488) for all other buildings.
Alternatively, the value of C for structures with concrete or ma-
sonry shear walls may be taken as 0.1 /X (For SI: 0.0743/ 1
for A in m
The value of A shall be determined from the following for-
mula:
A� = Di [0.2 + (D, /h0 (30 -9)
The value of D used in Formula (30 -9) shall not exceed 0.9.
1997 UNIFORM BUILDING CODE
2. Method B: The fundamental period T may be calculated us-
ing the structural properties and deformational characteristics of
the resisting elements in a properly substantiated analysis. The
analysis shall be in accordance with the requirements of Section
1630.1.2. The value of T from Method B shall not exceed a value
30 percent greater than the value of T obtained from Method A in
Seismic Zone 4, and 40 percent in Seismic Zones 1, 2 and 3.
The fundamental period T may be computed by using the fol-
lowing formula:
T = 2n w 6 2 (g E j, o (30 -10)
!�1 1.1
The values off represent any lateral force distributed approxi-
mately in accordance with the principles of Formulas (30 -13),
(30 -14) and (30 -15) or any other rational distribution. The clastic
deflections, 6;, shall be calculated using the applied lateral
forces, J.
1630.2.3 Simplified design base shear.
1630.2.3.1 General. Structures conforming to the requirements
of Section 1629.8.2 may be designed using this procedure.
1630.2.3.2 Base shear. The total design base shear in a given
direction shall be determined from the following formula:
V = 3 C, µ, (30 -11)
where the value of C shall be based on Table 16-0 for the soil pro-
file type. When the soil properties arc not known in sufficient
detail to determine the soil profile type, 'r pe SD shall be used in
Seismic Zones 3 and 4, and Type SF shall be used in Seismic Zones
1, 2A and 2B. In Seismic Zone 4, the Near - Source Factor, N need
not be greater than 1.3 if none of the following structural irregular-
ides are present: Type 1, 4 or 5 of Table 16 -1., or 'Type 1 or 4 of
Table 16 -M.
1636.233 Vertical distribution. The forces at each level shall
be calculated using the following formula:
where the value of C shall be determined in Section 1630.2.3.2.
1630.23.4 Applicability. Sections 1630.1.2, 1630.1.3, 1630.2.1,
1630.2.2, 1630.5, 1630.9, 1630.10 and 1631 shall not apply when
using the simplified procedure.
EXCEPTION: For buildings with relatively flexible structural
systems, the building official may require consideration of PA effects
and drift in accordance with Sections 1630.1.3, 1630.9 and 1630.10. A
shall be prepared using design seismic forces from Section 1630.2.3.2.
Where used, Am shall be taken equal to 0.01 times the story
height of all stories. In Section 1633.2.9, Formula (33 -1) shall read
3.0 C
F = R w and need not exceed 1.0 C w but shall not be
less than 0.5 C w R and P shall be taken from Table 16 -N.
1630.3 Determination of Seismic Factors.
1630.3.1 Determination of Q. For specific elements of the
structure, as specifically identified in this code, the minimum
design strength shall be the product of the seismic fori3eYo r(1#r- j l +' .`,M1 i
strength factor S, and the design seismic forces set forth is eRfivi:n
tion 1630. For both Allowable Stress Design and Strength Design,
the Seismic Force Overstrength Factor, 52 shall be tal et4�from,
Table 16 - N. ti , 2
1630.3.2 Determination of R. The notation R shall be taken•from.
Table 16 -N.
1997 UNIFORM BUILDING CODE
SECTION 1636 — SITE CATEGORIZATION
PROCEDURE
1636.1 Scope. This division describes the procedure for deter-
mining Soil Profile Types SA through SF in accordance with Table
16 -J.
1636.2 Definitions. Soil profile types arc defined as follows:
}lard rock with measured shear wave velocity, V 5,000
ft. /sec. (1500 m/s).
SD Rock with 2,500 ft. /sec. < v, 5 5,000 ft. /sec. (760 m/s <
v 5 1500 m/s).
Sc Very dense soil and soft rock with 1,200 ft. /sec. < v, s
2,500 ft. /sec. (360 m/s v, s 760 m/s) or with either
N > 50 or 3r„ z 2,000 psf (100 kPa).
Sp Stiff soil with 600 ft./sec. 5 v, 5 1,200 ft. /sec. (180 m/s
5 Cr, 5 360 m/s) or with 15 5 N 5 50 or 1,000 psf s S.
5 2,000 psf (50 kPa s 3„ 5 100 kPa).
SE A soil profile with v, < 600 ft./sec. (180 m/s) or any pro-
file with more than 10 ft. (3048 mm) of soft clay defined
as soil with PI > 20, wmc 40 percent and s„ < 500 psf
(25 kPa).
SF Soils requiring site - specific evaluation:
1. Soils vulnerable to potential failure or collapse under seis-
mic loading such as liquefiable soils, quick and highly sensitive
clays, collapsible weakly cemented soils.
2. Pests and/or highly organic clays [11 > 10 ft. (3048 mm) of
peat and/or highly organic clay where II = thickness of soil].
3. Very high plasticity clays [II > 25 ft. (7620 mm) with P1 >
75].
4. Very thick soft/medium stiff clays [H > 120 ft. (36 580
mm)].
SA
Division V —SOIL PROFILE TYPES
EXCEPTION: When the soil properties are not known in sufficient
detail to determine the soil profile type, Type SD shall be used. Soil Pro-
' frle'lype SE need not be assumed unless the building official deter-
mines that Soil Profile Type SE may be present at the site or in the event
that Type SE is established by geotechnical data.
The c t cria set for • in t e . efinition or Profile Type SF
requiring site - specific evaluation shall be considered. If the site
corresponds to this criteria, the site shall be classified as Soil Pro -
file 'Iype SF and a site- specific evaluation shall be conducted.
1636.2.1 v„ Average shear wave velocity. v, shall be deter-
mined in accordance with the following formula:
A
WHERE:
d; = thickness of Layer i in feet (m).
v = shear wave velocity in Layer i in ft. /sec. (m/sec).
1636.2.2 N, average field standard penetration resistance and
Nab average standard penetration resistance for cohesionless
soil layers. N and Nu/ shall be determined in accordance with the
following formula:
and
-
N
Z dr
r =r
z N i
d,
� d
r -�
WHERE:
dt = thickness of Layer i in feet (mm).
4 = the total thickness of cohesionless soil layers in the top
100 feet (30 480 mm).
Ni = the standard penetration resistance of soil layer in
accordance with approved nationally recognized stand-
ards.
1636.23 S„, Average undrained shear strength. r„ shall be
determined in accordance with the following formula:
3'„ = (36-4)
L sW
r +
CHAP. 16, DIV. V
1636
1636.2.6
(36 -2)
(36 -3)
WIIERE:
4 , the total thickness (100 - d of cohesive soil layers in the
top 100 feet (30 480 mm).
S . the undrained shear strength in accordance with
approved nationally recognized standards, not to exceed
5,000 psf (250 kPa).
1636.2.4. Soft clay profile, S1. The existence of a total thickness
of soft t:lay greater than 10 feet (3048 mm) shall be investigated
where a soft clay layer is defined by s„ < 500 psf (24 kPa), w,,, z
40 percent and P1 > 20. If these criteria are met, the site shall be
classified as Soil Profile Type SE.
1636.2.5 Soil profiles SC, SD and SE. Sites with Soil Profile
Types Sc, SD and SE shall be classified by using one of the follow-
ing three methods with v, N and S„ computed in all cases as speci-
fied in Section 1636.2.
1. V, for the top 100 feet (30 480 mm) (v, method).
2. 171 for the top 100 feet (30 480 mm) (171 method).
3. 171 cuu for cohesionless soil layers (P1 < 20) in the top 100 feet
(30 480 mm) and average 3`„ for cohesive soil layers (P1 > 20) in
the top 100 feet (30 480 mm) (S„ method).
1636.2.6 Rock profiles, SA and SB. The shear wave velocity for
rock, Soil Profile Type SE, shall be either measured on site or esti-
(36-1) mated by a geotechnical engineer, engineering geologist or
seismologist for competent rock with moderate fractures nu _
weathering. Softer and more highly fractured and weathered rodle` 1 "t`;4'r'll A
shall either be measured on site for shear wave velocity or clak'Sf `fi'r) -'!;()
fied as Soil Profile Type Sc.
The hard rock, Soil Profile Type S,t, category shall be sysiteg J
by shear wave velocity measurement either on site or on profiles
of the same rock type in the same formation with an equal.) or- ' L .!
greater degree of weathering and fracturing. Where hard.rock
ditions are known to be continuous to a depth of 100 feet (30 480
mm), surficial shear wave velocity measurements may be extrap-
olated to assess v,. The rock categories, Soil Profile Types SA and
2 -23
SOS. PROFILE TYPE
SEISMIC ZONE FACTOR, Z V
Z : 0.075
Zs 0.15
Z a 02
Z • 0.3
Z • 0.4
SA
0.06
0.12
0.16
0.24
032N
SB
0.08
0.15
0.20
0.30
0.40N
SC
0.09
0.18
0.24
0.33
0.40N
Sp
0.12
0.22
0.28
0.36
0.44N
SE
0.19
0.30
0.34
0.36
0.36N
SF
See Footnote 1
TABLE 16-0
TABLE 16-0
'Site- specific geotechnical investigation and dynamic site response analysis shall be performed to determine seismic coefficients for Soil Profile Type SF
2-34
TABLE 16-0— SEISMIC COEFFICIENT C.
1997 UNIFORM BUILDING CODE
ZoN E 3
CITY Of T1M;
APP {;I }'*1r)
JUN 2 (3 2 '.7,91
r
4. s
t
00
NW
N O
Zn
n
O t
W 0
O
Cu
0
z
1997 UNIFORM BUILDING CODE
Devices acting as bumpers to stop moving equipment shall be
considered in the design.
Forces described in this section need not act concurrently with
those described in Sections 2228.3.2 and 2228.5.1.
2228.4 Wind Loads. Outdoor racks exposed to wind shall be de-
signed for the wind loads prescribed by Chapter 16 acting on the
horizontal projection of rack plus contents. For stability, consider-
ation shall be given to loading conditions that produce large wind
forces combined with small stabilizing gravity forces, such as
racks fully loaded, but with unit loads of much smaller weight than
the maximum posted unit load.
Forces described in Sections 2228.3.2 and 2228.5.1 need not act
concurrently with wind loads. Forces described in Section
2228.3.3 shall act concurrently with wind forces for design pur-
poses.
2228.5 Earthquake Loads.
2228.5.1 General. Steel storage racks which arc not connected
to buildings or other structures shall be designed to resist seismic
forces in conformance with this standard.
2228.5.2 Minimum earthquake forces. The total minimum
lateral force at strength design levels shall be determined in ac-
cordance with Section 1630.2.1:
WH
r racks or portions thereof where lateral stability is
cpendent on diagonal or x- bracing. Connections for
bracing members shall be capable of developing the re-
quired strength of the members.
R = 5.6 for racks where the lateral stability is wholly depen-
dent on moment - resisting frame action.
W = weight of rack structure plus contents. Where a number
of storage rack units are interconnected so there are a
minimum of four columns in any direction on each col-
umn line designed to resist horizontal forces, W may be
equal to the total dead load plus 50 percent of the rack -
rated capacity. In Seismic Zones 3 and 4, wholesale and
retail areas, the 50 percent may only be used when com-
bined with C,,/RT taken equal to 0.70C in Formula
(30-4) and with 2.5/R taken equal to 0.70 in Formula
(30 -5).
Total seismic force shall be assumed to act nonconcurrently in
the direction of each of the main axes of the rack. For racks having
more than two storage levels, the total lateral force, V, shall be dis-
tributed over the height of the rack in accordance with
VIV
F — „
Ew e;
r - I
in which F, is the lateral force applied at Level i; W is the portion
of the total weight; W, which is assigned to Level i; hi is the height
CHAP. 22, DIV. X
2228.3.3
2229.3
of Level i above the base of the rack; and n is the total number of
storage levels. The lateral force, V, shall be distributed in propor-
tion to the total weight, W
Other R values may be considered based on submission of
substantiating data.
2228.6 Storage Racks in Buildings. Storage racks located in
buildings at levels above the ground level, rack buildings or racks
that depend on attachments to buildings or other structures at other
than the floor level for their lateral stability, shall be designed to
resist earthquake forces that consider the responses of the building
and storage rack to earthquake ground motions as specified in
Chapter 16, Division III.
2228.7 Other Considerations.
2228.7.1 Overturning. In determining overturning moments,
the total weight shall be assumed to act at a height equal to 1.15
times the distance from the floor to the actual center of gravity of
all the horizontal forces.
Equal safety against an overturning moment shall be provided
when only the top level of the rack is loaded, in which case it is to
be assumed that the force acts through the center of gravity of the
top load.
2228.7.2 Torsional forces. Torsional forces shall be considered
based on the critical combination of loaded and unloaded storage
spaces.
2228.7.3 Concurrent forces. Forces described in Sections
2228.3.2, 2228.3.3 and 2228.4 need not be assumed to act concur-
rently with earthquake loads.
SECTION 2229 -- SPECIAL RACK DESIGN
PROVISIONS
2229.1 Stability of Truss- braced Upright Frames. The maxi-
mum allowable compression stress in the posts of truss - braced up-
right frames shall be determined from Divisions I and IV.
2229.2 Overturning and Height -to -depth Ratio. Overturning
shall be based on the critical combination of vertical and horizon-
tal loads. Stabilizing forces provided by anchor bolts to the floor
shall not be considered to resist overturning unless the anchors are
specifically designed and installed to resist the uplift forces. Un-
less all columns are so anchored, the minimum ratio between
righting moment and overturning moment shall be 1.5. Sections
2228.4 and 2228.7 shall be considered in the design.
The height -to -depth ratio of a storage rack shall not exceed 6 to
1 measuring to the top of the topmost load unless the rack is an-
chored or braced externally.
2229.3 Connections to Buildings. Connections of racks to
buildings, if any, shall be designed and installed to prevent reac-
tions or displacements of the buildings or racks from damaging
one another. Section 2228.5 shall be considered.
G.•
2 -271
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SCALE: I/XXXX
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PLAN VIEW — suoNn FLOOR
L
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
EXIT
BAY DOOR
EXIT
EXIT
EXIT
11'
_.,r1 T1
10'
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
BAY DOOR
EXIT
16'
i
11
c:::■ I :";
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER DO1 -177
PROJECT NAME: GT DEVELOPMENT
SITE ADDRESS: 6437 S 144 ST
X Original Plan Submittal
Response to Correction Letter # Revision # AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES/THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
CORRECTION DETERMINATION:
Approved n
41t1R0001I [NW
Approved with Conditions
Fire Prevention EF
Auk. (v-!, '
Structural
Incomplete
Structural Review Required
C
DATE: 06 -07 -01
SUITE NO:
Response to Incomplete Letter #
Planning Division
Permit Coordinator
n
DUE DATE: 06-12-01
Not Applicable ri
No further Review Required
n
DATE:
DUE DATE 07 -15 -01
Approved n Approved with Conditions Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
REVIEWER'S INITIALS:
DUE DATE
Not Approved (attach comments) LI
DATE:
PERMIT COORD COPY
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Complete
ACTIVITY NUMBER D01 -177 DATE: 06 -07 -01
PROJECT NAME: GT DEVELOPMENT
SITE ADDRESS: 6437 S 144 ST SUITE NO:
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # _ AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
PLAN REVIEW /ROUTING SLIP
n
Fire Prevention
Structural
Incomplete ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
TUES/THURS ROUTING:
Please Route LI Structural Review Required
REVIEWER'S INITIALS:
n
u
Comments:
Planning Division
Permit Coordinator
DUE DATE: 06-1 2-01
Not Applicable r
No further Review Required
C
DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved ri Approved with Co ditionss
. REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved
Approved with Conditions
REVIEWER'S INITIALS:
',iKOUTI 0K
DUE DATE 07 -15-01
Not Approved (attac
DATE:
com • nts) ! I
DUE DATE
Not Approved (attach comments)
DATE:
PERMIT NO.:17 7
BUILDING PERMITS
INSPECTIONS
❑ 00001 Progress Inspection Status
O 00002 Pre - construction
❑ 00003 Investigation
❑ 00004 OK to Occupy
❑ 00005 Remove Stop Work Order
❑ 00006 Follow -up
❑ 00007 Prc -Move Inspection
❑ 00050 WSEC Residential
❑ 00060 WA Ventilation /Indoor AQC
❑ 00070 NI.FA Inspection /Modular Struct
❑ 00071 Mobile I tome Tie Down Insp
❑ 00072 Marriage Lines
❑ 00090 Rested
❑ 00095 Footing Drains
❑ 00100 Foundation Footings
❑ 00200 Foundation Walls
❑ 00250 Foundation Insulation
❑ 0030(1 Concrete Slab /Slab Insulation
❑ 00350 Crawl Space
❑ 00400 Shear Wall Nailing
❑ 00450 Plywood Wall Sheathing
❑ 00500 Roof Sheathing Nailing
❑ 00525 Plywood Deck Nailing
❑ 00550 Exterior Wall Sheathing
❑ 00600 Masonry Chimney
❑ 00610 Chimney Installation/All Types
❑ 00700 Framing
❑ 00750 Rool7Ceiling Insulation
❑ 00800 Floor Insulation
O 00801 Wall Insulation
❑ 00802 Exterior Roof Insulation
❑ 00803 Glazing Inspection
❑ 00815 Lighting and Controls
❑ 00900 Suspended Ceiling
❑ 01000 Interior Wallboard Fastening
❑ 011111 Exterior Wallboard Fastening
❑ 01 110 Pre -Move Inspection
❑ 01115 Motor Inspection
❑ 01120 Pre -Demo
❑ 01140 Pre- reroof
1400 Final -Fire
01700 Final-Building
❑ 1900 Final - Rcroof
❑ 03100 Site Visit
❑ 04000 Special - Concrete
❑ 04001 Special -Bolts in Concrete
❑ 04001 Special -Mom /Resist Cone Frame
❑ 04003 Special -Reinf Steel Prestress
❑ (14004 Special- Welding
❑ 0.4005 Special -I ligh- Strength Bolting
❑ 04006 Special- Structural Masonry
O 04007 Special -Reinf Gypsum Concrete
O 04008 Special - Insulating Cone Fill
O 04009 Special -Spray Fireproofing
O 04010 Special - Piling, Piers, Caissons
❑ 04011 Special- Shotcrctc
❑ 04012 Special - Grading, Excav /Fill
O 04013 Special- Retaining Wall
❑ 04014 Special - Panels
❑ 04015 Special -Smoke Control System
TENANT NAME: 6: DeDe/OP
CONDITIONS
0001 No changes to plans unless approved by Bldg Div
(101(1 Special inspection required. notify Bldg Div
❑ 001 I Special inspector shall submit final signed report
❑ 0012 New ceiling grid & light fixture shall meet lateral
bracing
❑ 0013 Partition walls attached to ceiling grid
❑ (1014 Readily accessible access to roof mounted equipment
O (1115 Engineered truss drawings & calcs shall he on site
O 0016 Exposed insulation backing material
❑ 01)17 Suhgrade preparation including drainage, excavation
❑ 0018 Statement from rooting contractor verifying fire
retardant class of roof
All construction to he done in contormance w /approved
plans
❑ "No work shall he done in addition to those modifications..."
❑ (1002 Plumbing permits shah he obtained through King Co
❑ 00211 Structural observation shall he provided Iitir this project
❑ (11122 2.21 All food preparation establishments nutst have King Co Fire retardant treated wood shall have flame spread of
❑ ►3 Notify Building Division prior to placing any concrete
❑ 01124 All spray applied fireproofing shall he special inspected
❑ (►1125 All wood to remain in placed concrete shall he treated
...___ All structural masonry shall he special inspected
(it►27 Validity of Permit
11 Rack storage requires separate permit
❑ 0003 Electrical permits obtained through I, & 1
❑ 0030 No occupancy of building until final insp by Bldg Div
❑
0132 Remove all weeds. concrete, stone foundations. flat
concrete
f1 11036 Manufacturers installation instructions required on site
" !1 I maximum allowed per 1997 WA State Energy Code"
D 00 Contact 1'14' f Io obtain insp fir water /sewer connect
❑ 38 A C of O will be required for this permit
0 (1(139 Final approval for all "I'l w /in the limits of the SC Mall
❑ (1(10.1 All mechanical work shall be under separate permit
❑ 011041 006 All construction noise to he in compliance with 8.2'I'MC
❑ Ventilation is required fin all new rooms & spaces
)0i)5 All permits, insp records & approved plans available
rooms 0(1(16 All structural concrete shall be special inspected
❑ "Applicant shall obtain a separate plumbing permit from King Co"
O "Anchoring — All new construct and substantial improvement shall be
anchored to prevent flotation"
❑ 00(17 All structural nelding shall be done by WABO certified
inspector
❑ 0008 All high - strength bolting shall he special inspected
:10 (1( 1( Bolts installed in concrete shall he special inspected
0031 19 Comply with requirements of FMC 16.04
❑ 11(134 Removal of septic tanks require approval and
compliance with King Co I Iealth Dept.
❑ "Obtain required inspections from appropriate water & sewer
districts"
❑ "Fuel burning appliances
❑ "Appliances, which generate...."
❑ "Water heater shall he anchored...."
❑ "Remo!"
01)19
Plan Reviewer:
Permit Tech:
Date: r C/
Date: / 4 1)
ACTIVITY NUMBER D01 -177 DATE: 06 -07 -01
PROJECT NAME: GT DEVELOPMENT
SITE ADDRESS: 6437 S 144 ST SUITE NO:
X Original Plan Submittal
Response to Incomplete Letter #
Response to Correction Letter # Revision # AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES/THURS ROUTING:
Please Route El Structural Review Required C No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved n
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved
REVIEWER'S INITIALS:
u xauurt XX
PLAN REVIEW /ROUTING SLIP
n
Fire Prevention
Structural
Incomplete
C
n
Planning Division
Permit Coordinator
DUE DATE 07 -15 -01
n
c
DUE DATE: 06-1 2-01
Not Applicable LI
Approved with Conditions Not Approved (attach comments) H
653 DATE: 4'7/9/01
Approved with Conditions
DUE DATE
Not Approved (attach comments)
DATE:
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
STATE OF WASHINGTON
COUNTY OF KING
v P 4UF4
%.1A M65 MCy6p1/'g, CPT 06v6tc'4fFavr, states as follows:
1. I have made application for a building permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a building permit for work which is to be done by any
contractor, the City of Tukwila must verify either that the contractor is registered by the State of
Washington, or that one of the exemptions stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby
attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I
consider the work authorized under this building permit to be exempt under No. , and
will therefore not be performed by a registered contractor.
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to
engage an unregistered contractor to perform construction work.
AFFCONT 1/13/00
eigetWita
ss.
CITY OF T - CWILA
Permit Center
6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188
Telephone: (206) 431 -3670
AFB LICANT 0
Signed and sworn to before me this
41'o, _.!_: :•._ 2,2_ day of u �. , 20 0)
f *!$!k1* d ;' 4 J4-�<) us 0' S
1� J '4' t2 v'� ; � 9 . -/ NOTARY PUBLIC in and for the
9
•
, 2 ...�V'�v I/
N� NP WASt d��d'vv /
residing at � ) ounty.
H -4
ate of Washington,
L L '- r
Name as commissioned: Debora /1 I I. t/QJfreI
My commission expires: i" . /2. 02003
18.27.090 Exemptions. This chapter shall not apply to:
1. An authorized representative of the United States
Government, the State of Washington, or any
incorporated city, town, county, township, irrigation
district, reclamation district, or other municipal or
political corporation or subdivision of this state;
2. Officers of a court when they are acting within the
scope of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in
construction, maintenance, or development work
incidental to their own business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground
mine or mineral deposit when performed by an owner
or lessee;
5. The sale or installation of any finished products,
materials, or articles of merchandise which are not
actually fabricated into and do not become a
permanent fixed part of a structure;
6. Any construction, alteration, improvement, or repair
of personal property, except this chapter shall apply
to all mobile /manufactured housing. A
mobile /manufactured home may be installed, set up,
or repaired by the registered or legal owner, by a
contractor licensed under this chapter, or by a
mobile /manufactured home retail dealer or
manufacturer licensed under chapter 46.70 RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site
or reservation under the legal jurisdiction of the
federal government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or
consuming them in the performance of, the work of
the contractor;
9. Any work or operation on one undertaking or project
by one or more contracts, the aggregate contract
price of which for labor and materials and all other
items is less than $500, such work, or operations
being considered as of a casual, minor, or
inconsequential nature. The exemption prescribed in
this subsection does not apply in any instance
wherein the work or construction is only a part of a
larger or major operation, whether undertaken by the
same or a different contractor, or in which a division
AFFCONT 1/13/00
of the operation is made into contracts of amounts
less than $500 for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in
this subsection does not apply to a person who
advertises or puts out any sign or card or other
device which might indicate to the public that he is a
contractor, or that he is qualified to engage in the
business of contractor;
10. Any construction or operation incidental to the
construction and repair of irrigation and drainage
ditches of regularly constituted irrigation districts or
reclamation districts; or to farming, dairying,
agriculture, viticulture, horticulture, or stock or poultry
raising; or to clearing or other work upon land in rural
districts for fire prevention purposes; except when
any of the above work is performed by a registered
contractor;
11. An owner who contracts for a project with a
registered contractor;
12. Any person working on his own property, whether
occupied by him or not, and any person working on
his residence, whether owned by him or not but this
exemption shall not apply to any person otherwise
covered by this chapter who constructs an
improvement on his own property with the intention
and for the purpose of selling the improved property;
13. Owners of commercial properties who use their own
employees to do maintenance, repair, and alteration
work in or upon their own properties;
14. A licensed architect or civil or professional engineer
acting solely in his professional capacity, an
electrician licensed under the laws of the state of
Washington, or a plumber licensed under the laws of
the state of Washington while operating within the
boundaries of such political subdivision. The
exemption provided in this subsection is applicable
only when the licensee is operating within the scope
of his license;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor
with wages as his sole compensation;
16. Contractors on highway projects who have been
prequalified as required by chapter 13 of the Laws of
1961, RCW 47.28.070 with the department of
transportation to perform highway construction,
reconstruction, or maintenance work.
CITY OF TUKWILA
Permit Center
6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188
Telephone: (206) 431 -3670
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
STATE OF WASHINGTON
COUNTY OF KING
1. I have made application for a building permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a building permit for work which is to be done by any
contractor, the City of Tukwila must verify either that the contractor is registered by the State of
Washington, or that one of the exemptions stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby
attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I
consider the work authorized under this building permit to be exempt under No. , and
will therefore not be performed by a registered contractor.
I understand that I may by waiving certain rights that I might otherwise have under state law in any decision to
engage an unregistered contractor to perform construction work.
AFFCONT 1/13/00
Q �� • i....,c� -1,
i
' Luc
r
a
� �v.�,,„,,..' fid NOTARY PUBLIC in a for the State of Washington,
1,,
(2
i :0 NOTARY
:U N
ss.
'`states as follows:
H -4
APPLICANT
Signed and sworn to before me this
10.E day of ,9444-
,20 .
residing at /<-c rt County.
Name as commissioned: Alice A. Deac
6 - /b -
My commission expires: 041
IttarASMOORY
18.27.090 Exemptions. This chapter ' not apply to:
1. An authorized representative of the United States
Government, the State of Washington, or any
incorporated city, town, county, township, irrigation
district, reclamation district, or other municipal or
political corporation or subdivision of this state;
2. Officers of a court when they are acting within the
scope of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in
construction, maintenance, or development work
incidental to their own business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground
mine or mineral deposit when performed by an owner
or lessee;
5. The sale or installation of any finished products,
materials, or articles of merchandise which are not
actually fabricated into and do not become a
permanent fixed part of a structure;
6. Any construction, alteration, Improvement, or repair
of personal property, except this chapter shall apply
to all mobile /manufactured housing. A
mobile /manufactured home may be installed, set up,
or repaired by the registered or legal owner, by a
contractor licensed under this chapter, or by a
mobile /manufactured home retail dealer or
manufacturer licensed under chapter 46.70 RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site
or reservation under the legal jurisdiction of the
federal government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or
consuming them in the performance of, the work of
the contractor;
9. Any work or operation on one undertaking or project
by one or more contracts, the aggregate contract
price of which for labor and materials and all other
items is less than $500, such work, or operations
being considered as of a casual, minor, or
inconsequential nature. The exemption prescribed in
this subsection does not apply in any instance
wherein the work or construction is only a part of a
larger or major operation, whether undertaken by the
same or a different contractor, or in which a division
A FFCONT 1/13/00
of the operation is made into contracts of amounts
less than $500 for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in
this subsection does not apply to a person who
advertises or puts out any sign or card or other
device which might indicate to the public that he is a
contractor, or that he is qualified to engage in the
business of contractor;
10. Any construction or operation incidental to the
construction and repair of irrigation and drainage
ditches of regularly constituted irrigation districts or
reclamation districts; or to farming, dairying,
agriculture, viticulture, horticulture, or stock or poultry
raising; or to clearing or other work upon land in rural
districts for fire prevention purposes; except when
any of the above work is performed by a registered
contractor;
11. An owner who contracts for a project with a
registered contractor;
12. Any person working on his own property, whether
occupied by him or not, and any person working on
his residence, whether owned by him or not but this
exemption shall not apply to any person otherwise
covered by this chapter who constructs an
improvement on his own property with the intention
and for the purpose of selling the improved property;
13. Owners of commercial properties who use their own
employees to do maintenance, repair, and alteration
work in or upon their own properties;
14. A licensed architect or civil or professional engineer
acting solely in his professional capacity, an
electrician licensed under the laws of the state of
Washington, or a plumber licensed under the laws of
the state of Washington while operating within the
boundaries of such political subdivision. The
exemption provided in this subsection is applicable
only when the licensee is operating within the scope
of his license;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor
with wages as his sole compensation;
16. Contractors on highway projects who have been
prequalified as required by chapter 13 of the Laws of
1961, RCW 47.28.070 with the department of
transportation to perform highway construction,
reconstruction, or maintenance work.
03
wrgh
c / _ j
Balance Due: $ - ��``�`.
Need Current Contractor Registration Card: [ryes /" J No
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Need to Enter Contractor Information in Sierra: ❑ Yes ❑ No
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