HomeMy WebLinkAboutPermit 6138 - Cello Bag Company - Roof ColumnAPPROVED FOR / ., BUILDING
ISSUANCE BY: ; '.G'r , . c - e x -�2 OFFICIAL
DATE:
7 - 3 ' 96
I hereby certify that I have read a xamined this permit and know the same to be true and correct. All provisions
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 provisions of any other state or local laws
regulating construction or the performance or w•rk. I am authorized to sign for and obtain this building permit.
i
/
SIGNATURE ,� /�. •� - ;,`.;�_�
DATE: L. 0
'PHONE 4 32 -1978
COMPANY* - ,►„ - (----'
21408 184th Avenue S.E., Renton, WA
PRINT NAME* - _ �.: ,
PROPERTY OWNER
NJA West Valley Associates
PHONE 583 -2765
ADDRESS
First Interstate Center, 999 Third Avenue, Seattle, WA
ZIP 98104
CONTRACTOR
Olson Construction
'PHONE 4 32 -1978
ADDRESS
21408 184th Avenue S.E., Renton, WA
ZIP
WA. ST. CONTRACTOR'S LICENSE 8 OLSONC172BN
EXP. DATE 3 - 02 - 91
ARCHITECT
Engineering
PHONE 833 -7776
ADDRESS
w
1501 West Valley Highway North #101-, Auburn, WA
ZIP 98001-
TYPE OF CONSTRUCTION: UBC EDITION (year) 88
SETBACKS: N - S - E - AO-ugh
FIRE PROTECTION: Sp rinklers 0 Detectors N/A
UTILITY PERMITS REQUIRED (through
? O Y es g No Public Works)
ZONING: BAR /LAND USE CONDITIONS0 El No
90.00
CONDITIONS (other than those noted on or attached to permit/plans):
1 - AL>'lb
6 - 05 - 90
PLAN CHECK FEE
s DESCRIPTION
AMOUNT
RCPT I
DATE
BUILDING PERMIT FEE
90.00
q
1 - AL>'lb
6 - 05 - 90
PLAN CHECK FEE
59.00
8941
BUILDING SURCHARGE
4.50
°lib
1
ENERGY SURCHARGE
OCC. '
LOAD
SQUARE
FEET
OTHER:
TOTAL
SQUARE FEET
TOTAL
OCC. LOAD
TOTAL -
153.50
USE
CODE_ COMPI
IArJCL.
- ADM
SQUARE
FEET
OCC. '
LOAD
SQUARE
FEET
OCC. '
LOAD
SQUARE
FEET
OCC. '
LOAD
SQUARE
FEET
OCC. '
LOAD
SQUARE
FEET
OCC.
LOAD
TOTAL
SQUARE FEET
TOTAL
OCC. LOAD
TOTA
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
BUILDING
PERMIT NO.
DATE ISSUED:
17100 W Valley Hy
Cello Ba Co.
TYPE OF 0 New Building U Addition XS Tenant Improvement
WORK: 0 Rack Storage O Reroof 0 Remodel (residential
DESCRIBE WORK TO BE DONE:
Relocate roof column.
PROJECT NAME/TENANT
CERTIFICATE OF
OCCUPANCY NO.
'I to 90
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.
[DATE ISSUED:
BUILDING PERMIT
(POST WITH INSPEt,, • ION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
FEES
PLAN CHECK #90 -245
7,000.00
ASSESSOR ACCOUNT is 25z3b4- 9U.52 -0
252304-'055-0
(commercial) (i Demolition (building) U Grading/Fill
0 Other
PERMIT NO.
.
CONTACTED
I\10, n eo�
DATE READY
DATE NOTIFIED
^
5- q�
BY:
(init.
8
PERMIT EXPIRES
2nd NOTIFICATION
BY:
(init.)
AMOUNT OWING
9 Li
.
3RD NOTIFICATION
BY:
(init.)
PLAN CHECK
C NUMBER
I @
BUILDING PERMIT APPLICATION TRACKING
PROJECT NAME
Cello Sckc) Co.
SITE ADDRESS
SITE ADDRESS n 1 00 W VCa5
SUITE NO.
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so that
any time the status of the project may be ascertained.
• Plan corrections shall be completed and approved prior to sending on to the next department.
• Any conditions or requirements for the permit shall be noted on the plans or summarized concisely
in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ".
BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION
(to be filled out by Plan Checker)
SQUARE OCC.
FEET LOAD
SQUARE OCC. SQUARE OCC. SQUARE OCC. TOTAL
FEET LOAD FEET LOAD FEET LOAD SQUARE FEET
TOTAL OCCU-
PANCY LOAD
DEPARTMENTAL REVIEW
"X" In box Indicates which departments need to review the project.
BUILDING -
initial review
FIRE
O PLANNING
O PUBLIC
WORKS
O OTHER
. BUILDING -
final review
(v - S - 90
FIRE PROTECTION: S • riskier
FIRE DEPT. LETTER DATED:
Detectors N/A
INSPECTOR:' CJ
UTED)
IN T:
V
INIT:
INIT:
INIT:
INIT:
RE UI SEMEN:' < _< <`: ►1111' >:: `E TS
:::..::,..:... :..:..:.....:........:. ..:.:.....::.:.:.....:::..::. :: ,:...::::....:...,. :. ::. ::...
CONSULTANT: Date Sent -
Date Approved -
MINIMUM SETBACKS: N- S-
E- W-
ZONING: MAR/LAND USE CONDITIONS? (I)Yes _k'No
REFERENCE FILE NOS.:
UTILITY PERMITS REQUIRED? C7 Yes [ No
PUBLIC WORKS LETTER DATED:
TYPE OF CONSTRUCTION: - UBC EDITION (year):
REVIEW COMPLETED
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
/W I'I'I. I('/1 TION 111Ll T HI
f II I EO OUT COl1JPLE TEL Y
BUILDIN PERMIT
APPLICATION
FEES
(for staff use only)
Dt'et3.CRIPTION
BUILDING'` PERMIT: FEE ::::
PLAN; CHECK FEE
BUILDING! SURCHARGE
ENERGY SURCHARGE:
OTHER ::<
AMOUNT.::
O
Li 50
j .
DATE
SITE ADDRESS SUITE #
VALUE OF CONSTRUCTION - $
( ±)
PROJECT NAME/TENANT ASSESSOR ACCOUNT #
C Vt \ Q--E� _c)c_A." 7- �-� /G�l _` o CG T C.A.2 ZSL c ,
TYPE OF U New Building U Addition 14 Tenant Improvement (commercial) U Demolition (building)
WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other:
DESCRIBE WORK TO BE DONE:
BUILDING USE (office, warehouse, etc.)
NATURE OF BUSINESS:
_S?�
WILL THERE BE A CHANGE IN USE? �J No Yes IF YES, EXPLAIN:
SQUARE FOOTAGE - Building: 4 s c_ s _ . Tenant Space:
Area of Construction: 0-
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE
BUILDING? is No ❑ Yes IF YES, EXPLAIN:
PROPERTY OWNER
PHONE SY� - Z."a
ADDRESS \ - r, , • c r y. / ��tq %." ik AA LS ZIP \s:=,
CONTRACTOR PHONE
r�l5ort Conk( 27.
zIP oA
ADDRESS - ' ! '._� ' \1P • ' F� 0 r (J.'6
WA. ST. CONTRACTOR'S LICENSE #
ARCHITECT
ADDRESS \So(
EXP. DATE
PHONE
ZIP cam
BUILDING OWNER
OR
AUTHORIZED
AGENT
SIGNATURE
PRINT NAME
ADDRESS lSc W UA �-t V(,.Jt , �►E �a�
CONTACT PERSON � � P tc•
DATE
(' s
PHONE -i__ -z,:as
CITY /ZIP fo...
PHONE
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill
out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts
are available at the Building counter which provide more detailed information on application and plan submittal
requirements. Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
(:ommunity nevelopmant prior to application submittal. Contact the Permit Coordinate at 433 - 1951 prior to
submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Building Division to comply with current fee schedules.
BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or
contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent
to submit this permit application and obtain the permit will be required as part of this submittal.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of
application shall expire by limitations: 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 304(d) of the Uniform
Building Code (current edition). No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 433 -1849.
DATE APPLICATION ACCEPTED
' J - q o
DATE APPLICATION EXPIRES
03/30/.9
COMMERCIAL
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n s l e' ag 'ued if at u utal work' is ta;be: donN (2 a
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NEW;OOMMENCIAL BUILDINGS/A
Md building parmit application
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ponnitapplica iO4
SJBMITTAL CHECkLIST
SU(( :$at of sita plena showirp )4li
6uAoirp aloa plan and rnlny site plan may bR
Mort and checklis Mr sprcifc eubnWttul iqulr.ments
and soils lnidrmat on may bs r squkrd
::: ERe AL TENANT,IMPROVEN
•Completed iwifd permit �ppticadnn
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CITY OF TUKWILA INSPECTION RECORD
Bulb' Department
6300 chcenter Boulevard
TukM1 WA 98188 PERMIT #
(106E 431t3670
Type of Inspection
Site Address L / cl
Requestor (
Special Instructions
Inspection Results /Comme
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Date
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Date Wanted
Project l v
Phone #
Inspector Date 01h0
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CITY OF TUKWILA
BuildingF''°°oartment
6300'So enter Boulevard
Tukwila, 98188
(206) 431 -3670 ‘,
Type of Inspection
Site Address I
Requestor
Special Instructions
/r
Inspection Results /Comments
INSPEC . RECORD
PERMIT #
Date
ouo
Inspector
v4;g5 .tv12 ;,n`^�'�ait.tt2fett!4Pa.:tl tab '
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CONSULTING ENGINEERS /CIVIL AND STRUCTURAL
Structural Design Calculatios and Construction Details
Column Relocation
for
The Cello Bag Company
Tukwila, WA.
June, 1990
R.E. Job N. 9005-095
1501 West Valley Highway North/Suite 101
Post Office Box 836 /Auburn, WA 98071
206.833.7776 Fax 206.939.2168
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.
permit No,
RECEIVED '
CITY OF,TUKWILA
JUN 0 5 1990
PERMIT CENTER
CITY OF TUKWILA
APPROVED
JUL 31990
•
By
Date
BUILDING DIVISION
c itUPERT ENGINEELG, INC.
1501 W. Valley Highway N. Ste. 101
P.O. Box 836
AUBURN, WASHINGTON 98071
(206) 833-7776
FAX (206) 939-2168
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12UPERT ENGINEEICG, INC.
1501 W. Valley Highway N. Ste. 101
P.O. Box 836
AUBURN, WASHINGTON 98071
(206) 833-7776
FAX (206) 939-2168
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CELLO
L
UNI'AC'! "C RF:U LOADS
VERT FORCES M 0 M E N '1' S
=l; ( + =UUWN) ( + =CW) ABOUT AXIS
Li1J
DL LL W.0 DL LL W,p
1. 30.11 50.27 0 0 0 0 X
0 0 0 Y.
CAVERS!ON FACTOR - -FORCE S '1'0 KIF'S = 1
MOMENT TO P1'. —KIPS = 1
UAer.
•
SOIL PRESSURE—ALLOWABLE= 783 KSF (AXIAL)
ALLOWABLE= .783 KS1? (FLEXURAL;
S'TEEt. FY= 60 KS1
CONCRETE FT.= 3 KSI
COLUMN 1)111. - -X= 8 IN.
Y= 13 1N,
BASE PLATE DIM:--X= 14 IN
Y= 14 IN.
LPL;: IG''N DATA
CELLO
1 O T 111 G PROGRAM
P1'G. U1M. - - -X— AXIS= 10.25 FT.
Y -AXIS= 10.25 P1'.
DEPTH= 16 IN.
SHEAR S CRESSES- -MAX .. UN'r: WAY
POS. X AREA= 34:PS1
:NEG X AREA= 34
POS . Y ' AREA= 38
NEG. Y AREA 38
MAX.' ALLOW . = 109 PSI
SHEAR STRESSES--MAX. TWO WAY
POS . X AREA= 126 PSI
NEG. X AREA= 126
POS. Y AREA= 136
NEG . Y AREA= 136
MAX. ALLOW.= 219 PSI
HUft is ; . L0/-.L
FORCE(. CASE
Hi . t ' HAS
0 . • .0 LIVE
BOT . STEEL DESIGN---PARA. TO X—AX1S
DES. MOM .= 135.6 F"1'. —K1FS IN P06. •X A'f.EA.
135.6 FT. —RIPS IN NEC. X :AREA
STEEL REU' U 3.54 SO. IN.
MIN. ALLOWABLE CONTROLS
TYPICAL SPACINGS
18 - - #4 BARS AT 6.5 IN. CENTERS
12 - - #5 BARS AT 9.7 IN. CENTERS
8 - - #b BARS AT 14.6.1N. CENTERS
BOT. ' STEEL Ul SIGN- --PARA . TO Y —AXIS
O•UANT1T hE
STEEL: '2 35 LBS
CONL:RE E: 5.18 CU . YD.
X11 LL'.L 1lLV . 11 J .:J
11 .LOIaA'BL,L CON'I'l(ULS
TYPICAL . (;1NG5_
18 - - #4 BARS AT 6.5 IN, C'k:N'1'L
12 - -1t5 BARS AT 9. % IN. CEDITh}'h
8 BARS A'1' 14', b IN : C'EN'I'EN.S
STRUCTURAL NOTES
DESIGN LOADS
GENERAL NOTES
Roof Live Load 25 PSF
Seismic Zone III
Allowable Soil Bearing Capacity (DL+LL) 783 PSF
All materials and workmanship shall conform to the drawings and
the specifications (if any).
During the construction period the contractor shall be
responsible for the safety of the building. The contractor
shall provide adequate shoring, bracing, and guys in
accordance with all national, state, and local safety
ordinances. Any deviation must be approved prior to erection.
All erection procedures shall conform to OSHA standards. Any
deviations must be approved by OSHA prior to erection.
The contractor shall be solely responsible for all excavation
procedures including lagging, shoring, and protection of
adjacent property, structures, streets, and utilities in
accordance with all national, state, and local safety
ordinances.
The contractor shall be responsible for coordinating the work of
all trades and shall check all dimensions. All discrepancies
shall be called to the attention of the Engineer and be resolved
before proceeding with the work.
Shop drawings required by these notes shall be submitted to
the Engineer for review prior to fabrication.
Drawings indicate general and typical details of construction.
Where conditions are not specifically indicated but are of
similar character to details shown, similar details of
construction shall be used subject to review by the Engineer.
All information shown on the drawings relative to existing
conditions is given as the best present knowledge, but without
guarantee of accuracy. Where actual conditions conflict with
the drawings they shall be reported to the Engineer so that the
proper revisions may be made. Modification of details of
construction shall not be made without written approval of the
Engineer.
FOUNDATIONS
All footings shall bear on undisturbed ground or structural
fill. All footings shall be a minimum of 18 inches below grade
unless noted otherwise on the drawings. Fill under footings and
slabs shall be compacted to 95% minimum of maximum dry density
per AASHTO T- 180 -D. Compaction of fill shall be in lifts not to
exceed 8 inches loose thickness. Each lift shall be tested for
compliance with compaction requirements by an approved labora
tory.
Compaction: material for filling and backfilling shall consist
of the excavated material and /or imported borrow and shall be
free of organic matter, trash, lumber, or other debris.
Fill and backfill shall be deposited in layers not to exceed 8
inches thick. Properly moistened to approximate optimum
requirements and thoroughly rolled or compacted with
approved equipment in such a manner and extent as to produce a
relative compaction of 95% of maximum possible density for .
optimum moisture content as determined by AASHTO T -180 -D method
of compaction. Hand tampers shall weigh at least 50 lbs. each
and shall have a, face area not in excess of 64 square inches.
Hand tamper may be operated either manually or mechnically and
shall be used where larger power driven compaction equipment
cannot be used.
CONCRETE
All cast in place concrete shall meet the following require
ments: Quality of concrete shall be:determined by Table 26 -A
Section 2604, UBC.,,1985. Minimum 28 day compressive strength
shall be'' =3000 1 Use ° 5 1/2 - 94# sacks per yard of Type I
cement with 6.6 gallons of water per sack of cement. .
Maximum slump - 6 inches. All methods and materials per•UBC
Chapter 26 and UBC Standards 26 -1, •-2, -9, and 13 -85.
Provideonwy set of 3;;;•cy1inder ests;, four hours of
concrete placement or for each pour. Copies of test reports
shall be sent to the Engineer and the Building Department .
s .
Concrete shall be maintained in a moist condition for a minimum
of five (5) days after placement. Alternate methods will be
approved if satisfactory performance can be assured.
Keyed construction joints shall be used in all cases except
slabs on grade. All construction joints shall be thoroughly
cleaned and all laitance shall be removed. All vertical joints
shall be thoroughly wetted and slushed with a coat of neat
cement immediately before placing new concrete.
All concrete with a designated strength exceeding 2000 psi shall
require continuous inspection by an inspector approved by the
building department and the Engineer.
REINFORCEMENT
Reinforcement shall be deformed bars in accordance with ASTM
A -615 Grade 6O, UBC Standard 26 -4 -85 and made from new billets.
Reinforcing to be welded shall be ASTM A -614 Gr. 60 with a Carbon
Equivalent (C.E.) of 0.55 or less, or ASTM A -615 Gr. 40 or ASTM
A -706.
Welded wire fabric shall be in accordance with ASTM A -185 and
UBC Standard 26 -6 -85. Wire mesh shall lap one full mesh at
sides and ends. Lap all reinforcing bars 40 diameters at all
splices, corners, and intersecting walls, unless noted other
wise. Cover over reinforcement shall be a minimum of 3 inches
for concrete placed on ground, 2 inches for concrete exposed to
ground or weather after removal of forms, and 1 1/2 inches
unless noted otherwise. Anchor bolts, dowels, and other
embedded items to be securely tied in place before concrete is
poured. Submit shop drawings to the Engineer for review before
fabrication.
STRUCTURAL TIMBER
Lumber shall be Hem Fir #2 Grade, E= 1400000 PSI, unless noted
otherwise. Studs shall be Hem Fir #3 or Stud Grade E= 1200000
PSI. All lumber shall be graded and stamped per WWPA and
UBC Standard No. 25 -4 -85. All lumber shall be seasoned with a
moisture content not over 19 %. Nail all framing per Table
25Q, UBC 1985, unless noted otherwise. All wood in contact
with concrete or masonry shall be pressure treated with a
water borne preservative in accordance with UBC Standard
25- 12 -85. Paint cuts made after treatment with 2 brush coats
of the preservative.
Substitutions for framing hardware shall not be used unless
approved. No structural member shall be cut or notched unless
specifically shown, noted, or approved by the structural
engineer. Use double joists under walls or partitions parallel
to joists. Solid block under partitions perpendicular to
joists. Provide washers under heads and nuts of all bolts
bearing on wood. Do not provide washers under heads of lag ,,_
screws. , Suspended Ceilings;` �spirinklers;,;, drop soffit. or` any "'''
elements s all ` not=w.b& Supporteit.aby :2 � Xe 4 � aftez $ except as
detailed.
STRUCTURAL STEEL
All methods and materials shall conform to AISC Specification,
latest edition, for the Design, Fabrication and Erection of
Structural Steel for Buildings. Material for structural shapes,
and bars shall be ASTM A -36. Bolts per ASTM A -307. Pipe per
ASTM A -53, Grade B. Tubes per ASTM A -500, Grade B.
Welding shall only be done by a certified welder and shall be in
accordance with AWS and AISC specifications; Electrodes per AWS.
Field welds are designed at half stress no , ? c ontinuoue
inspection is required unless otherwise notedf: Submit shop
drawings to the engineer for review before fabrication.
SIUPERT ENGINEER( ....G, INC.
1501 W. Valley Highway N. Ste. 101
P.O. Box 836
AUBURN, WASHINGTON 98071 •
(206) 833.7776
FAX (206) 939.2168
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A•
• RUPERT ENGINEERc..G, INC.
1501 W. Valley Highway N. Ste. 101
P.O. Box 836
AUBURN, WASHINGTON 98071
(206) 833.7776
FAX (206) 939-2168
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1501 W. Valley Highway N. Ste. 101
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1501 W. Valley Highway N. Ste. 101
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CONSULTING ENGINEERS /CIVIL AND STRUCTURAL
The Cello >sag„ enter
Tuk wi 1a WA
Iit.E.)."R . telt. (4)
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Juno, 1990
R.E. Job No. 9005 -095
111011NosIV010LHIghway Nath/$ulto 101
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RUPERT ENG
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
fans does not auth rixe the violation of any
adopted code o •r ir�ance. Receipt of con-
tractor's py . f . p ; r acknowledged.
FILE COPY
CITY OF TUKWILA
APPROVED
JUL 2 5 1990
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BUILDING DIVIS ON
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CITY QF TUKWILA
J U I. 2 4 1990
PERMIT CENTER
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CONVERSION FACTOR—FORM TO KIPS is 1
MOMENT 'l'U F1'. ••KlPS x 1
X• x• x• VOOTi NC PROGRAM ocat
C11.1.0
I..C)AI:) DATA
IN1'1I1' I.3ATA
SOIL E'RE iUKE-- ALIAWABL» .783 KSF (AXIAL)
••- ALlAWABLJ:' .783 KSF (FLEXURAL)
srm FY= 60 Kai
CONCRETE F'C0 3 K81
COLUMN DIM...-4= 8 IN.
Y= 8 1N.
EASE 1'1.,ATE DIM. •-X= 14 IN.
Ya 14 IN.
I i" 1''t.:l . Tat' 13 :1: GN 1:.A'l'A
CK;I,LU
FTC. DIM... X -AXIS- 10,25 FT.
Y -AXIS- 10.25 FT.
DEPTH= 16 IN.
3 302 KUPE1 7' EWG1?,iEekZHG
SHEAR RESS .S-• -MAX . ONE WAY
POS. X AREA 34 PSI
NHX3 . X AREA= 34
POS. Y AHEM 38
NEG. Y AREA0 3d
MAX. ALLOW . r 109 F"SI
SHEAR S'f Kh 'FS- -.MAX . '11X) WAY
POW. X AREA= 126 PSI
NEG . X AREA= 12b
POS. Y AREAa 136
NEG . Y ARhAa 136
MAX. ALLOW. = 219 P31
DOT. F 1'F.'FL. UCHIGN•-.•- }'AKA. TO X-AXIS
DES. MOM.= 135.6 FT..-KIPS IN 1013. X AREA
135.6 h"i'.• -KIFS IN NEC. X AREA
1'FE). KF:Q'D" 3.54 3Q. IN.
MIN. AtdIXMULb CONTROLS
TYPICAL SPACINGS
18 ..-44 BAI 3 AT 6.5 IN CENTERS
17 • - #'5 BARS AT 9.7 IN. CENTERS
0 -•••116 BARS AT 14.6 IN. CENTERS
$Yr. 1. IP!1 14SI4N- '•PARA. 10 Y --AXIS
P . i0
'LL TI '4 0 .4 JiS
•
P T ,.,.•,. ENGINEERING
MIN. r 'Aims coNnto 2 j2
TYPICAL SFL NGy . �`""
18 --#4 BARS Al 6.5 IN. G'I'N i*3
12 -•'*5 BARS AT 9.7 3N. CENTMS
--#6 RAM AT 14.6 IN. CI N'Pr'N.`i
QUAN'C'11'I>;!;3
STE M: 135 LBS.
coNCi :n ; 5.18 Cu. YD.
DATE -- eZuY
2�� t ( 40
PROJECT NAME C
ADDRESS 17 (on
CONTACT PERSON 0/$0m
ARCHITECT OR ENGINEER
PERMIT NUMBER Co( 36
PLAN CHECK NUMBER
TYPE OF REVISIONs
A
CITY OF TUKWILA
6300 SOUTHCENTER BOULEVARD
TUKWILA, WA 98188
(206) 431 -3670
J,
Coos eoc r (0i. 1
* *REVISION SUBMITTAL **
ga
(If previously issued)
A DDITIOm4L. RAG16
SU TO l aae4 M, L? NIT)
PHONE c 1 5 _ Q 5 2--S
(-) CON`01z'
SHEET NUMBER(S)
"Cloud" or highlight all areas of revisions and
SUBMITTED TOs < UrINJ
CITY OF nVFI
kPP D
BUILDING DIVISION
date revisions.
•
C:AbL: _ It' flf\iI,a L. )I�AlLIl '! INC.... (iAYF 1l;t t. 4V
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SIGNED _
Jo. 1. 'DO': + ' S `_+ 1''! 7 } O.::
PR +c)u•s NA • 5551
r1Cr'?1rT !du,
FIELD REPORT
.7' 2 -/
�. .o:.
S(t if.'iT KNIFE? NO
iiO ON PRWEf:i
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APS ' RovEQ 5r r . �.�
............�..... r..�. u i "NtS ° ECIi)Fl //L � ` t f �4 ✓. w'
J-
CITY OF TUKWILA
row SOUTIIC/ '7'E'R/K)tiL/' TUR' UAS11/NGTON
Plan Check #90 -245: Cello Bag Co.
17100 W Valley Hy
1'l!(1:VE a 12(h) , 13 :1.1 xll(1 ( ;un• 1.. l onllusr,,. Wy r
THE FOLLOWING COMMENTS APPLY TO AND BECOME P ,THE APPROVED
PLANS UNDER TUKWILA BUILDING PERMIT NUMBER �j
1. No changes will be made to the plans unless approved by
the Architect and the Tukwila Building Division.
2. All permits, inspection records, and approved plans
shall be posted at the job site prior to the start of
any construction.
3. When special inspection is required either the owner,
architect or engineer shall notify the Tukwila Building
Division of appointment of the inspection agencies
prior to the first building inspection. Copies of all
special inspection reports shall be submitted to the
Building Division in a timely manner. Reports shall
contain address, project name and permit number of the
project being inspected.
4. All structural concrete to be special inspected (Sec.
306, UBC).
5. All structural welding to be done by W.A.B.O. certified
welder and special inspected (Sec. 306, UBC).
6. All high - strength bolting to be special inspected (Sec.
306, UBC).
7. Any exposed insulations backing material to have Flame
Spread Rating of 25 or less, and material shall bear
identification showing the fire performance rating
thereof.
8. All construction to be done in conformance with
approved plans and requirements of the Uniform Building
Code (1988 Edition), Uniform Mechanical Code (1988
Edition), Washignton State Energy Code (1989 Edition),
and Washington State Regulations for Barrier Free
Facility (1989 Edition).
9. Notify the City of Tukwila Building Division prior to
placing any concrete. This procedure is in addition to
any requirements for special inspection.
10. Validity of Permit. The issuance of a permit or
approval of plans, specifications and computations
shall not be construed to be a permit for , or an
approval of, any violation of any of the provisions of
this code or of any other ordinance of the
jurisdiction. No permit presuming to give authority or
violate or cancel the provisions of this code shall be
valid.
"X "
REQUIRED INSPECTIONS
PHONE
DATE - IINSPECT.
APPROVED
INITIALS
DATE(S)
CORRECTION NOTICE ISSUED
1 Footings
431 -3670
2 Foundation
431 -3670
3 Slab and/or Slab Insulation
431 -3670
4 Shear Wall Nailing
431 -3670
5 Roof Sheathing Nailing
431 -3670
6 Masonry Chimney
431 -3670
7 Framing
431 -3670
8 Insulation
431 -3670
9 Suspended Ceiling
431 -3670
10 Wall Board Fastening
431 -3670
X
11 Special - Concrete
431 -3670
X
12 Special - Welding
431 -3670
431 -3670
X
13 Special - Bolts
14 FIRE FINAL Insp:
575 -4407
15 PLANNING FINAL
431 -3670
16 PUBLIC WORKS FINAL
431 -3670
X
17 BUILDING FINAL
431 -3670
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
OTHER AGENCIES:
BUILDNG PERMIT
INSPECTION RECORD
(Post with Building Permit In conspicuous place)
BUILDING
PERMIT NO.
DATE ISSUED:
i
— Y Co -q6
SITE ADDRESS:
17100 W Valley Hy
SUITE NO.:
PROJECT:
Cello Bag Co.
CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE
INSPECTION PROCEDURES AND REQUIREMENTS
All approved plans and permits shall be maintained available on the site in the same location.
1. FOOTING - When survey stakes and forms are set and rebar is tied in place.
2. FOUNDATION - When forms and rebar are in place.
3. SLAB - If structural slab or if underslab insulation is required.
4. SHEARWALL NAILING - Prior to cover.
5. ROOF SHEATHING NAILING - Prior to cover.
6. MASONRY CHIMNEY - Approximately midpoint.
7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place.
8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic
ventilation points clear.
9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing.
10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G).
11
12.
13.
14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements.
15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements.
16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements.
17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete.
Plumbing (including gas piping) — King County Health Department — 296 -4732
Electrical - Washington State Department of Labor and Industries — 277 -7272
A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by
contacting the Department of Community Development, Building Division at 431 -3670. Although not
required, a meeting of this type can often eliminate problems, delays and misunderstandings as the
project progresses. 05,17,90
"X"
REQUIRED INSPECTIONS
1 Footings
2 Foundation
3 Slab and/or Slab Insulation
4 Shear Wall Nailing
5 Roof Sheathing Nailing
6 Masonry Chimney
>(
1
7 Framing
•
8 Insulation
9 Suspended Ceiling
10 Wall Board Fastening
11 SPGCIAI_ — Ce►Jakg - r
12 ,, — v1 et-at o cC.
13 ii -.* BOLTS
14 FIRE FINAL Map:
15 PLANNING FINAL
16 PUBLIC WORKS FINAL
X17 BUILDING FINAL
PLAN CHECK
NUMBER
90- 2.14
PROJECT: C e l o T� �� CO
THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER
T�UU-KWWII�LA BUILDING PERMIT NUMBER
�
(,,r) No changes will be made to the plans unless approved by the
� Architect and the Tukwila Building Division,
O 2 Plumbing permit shall be obtained through the King County Health
Department and plumbing will be inspected by that agency,
including all gas piping (296 - 4732).
V Electrical permit shall be obtained through the Washington State
Division of Labor and Industries and all electrical work will be
inspected by that agency (872- 6363).
O All mechanical work shall be under separate permit through the
City of Tukwila.
0 °.AI1 permits, inspection records, and approved plans shall be
posted at the job site prior to the start of any construction.
W hen special inspection is required either the owner, architect or
engineer shall notify the Tukwila Building Division of appointment
of the inspection agencies prior to the first building inspection.
Copies of all special inspection reports shall be submitted to the
Building Division in a timely manner. Reports shall contain
address, project name and permit number of the project being
inspected,
�A11 structural concrete to be special inspected (Sec. 306, USC).
All structural welding to be done by W.A.B.O, certified welder and
special inspected (Sec. 306, UGC).
All high - strength bolting to be special inspected (Sec. 306, UGC),
30 Any new ceiling grid and light fixture installation is required to
meet lateral bracing requirements for Seismic Zone 3.
11 Partition walls attached to ceiling grid must be laterally braced
if over eight (8) feet in length.
12 Readily accessible access to roof mounted equipment is required.
13 Engineereed truss drawings and calculations shall be an site and
available to the building inspector for inspection purposes.
Documents shall bear the seal and signature of a Washington State
Professional Engineer.
A ny exposed insulations backing material to have Flame Spread
Rating of 25 or less, and material shall bear identification
showing the fire performance rating thereof.
is Subgrade preparation including drainage, excavation, compaction,
and fill requirements shall conform strictly with recommendations
given in the soils report prior to final inspection (see attached
procedure.).
16 A statement from the roofing contractor verifying fire retardancy
of roof Will be required prior to final inspection (see attached
procedure).
ter All construction to be done in conformance with approved plans and
requirements of the Uniform Building Code (1988 Edition), Uniform
Mechanical Code (1988 Edition), Washignton State Energy Code (1989
Edition), and Washington Stae Regulations for Barrier Free
Facility (1989 Edition).
18 All food preparation establishments must have King County Health
Department sign -off prior to opening or doing any food processing.
Arrangements for final Health Department inspection should be made
by calling King County Health Department, 296 -4787, at least three
working days prior to desire inspection date. On work requiring
Health Department approval, it is the contractor's responsibility
to have a set of plans approved by that agency on the job site.
2 Fire retardant treated wood shall have • flame spread of not over
25. All materials shall bear identification showing the fire
performance rating thereof. Such identification shall be issued
by an approved agency having a service for inspection at the
factory.
Notify the City of Tukwila Building Division prior to placing any
concrete. This procedure is in addition to any requirements for
special inspection.
21 All spray applied fireproofing as required by U.B.C. Standard No.
43 -8, shall be special inspected.
22 All wood to remain in placed concrete shall be treated wood.
23 All structural masonry shall be special inspected per U.B.C.
Section 306 (a) 7.
N' Validity of Permit. The issuance of a permit or approval of
plans, specifications and computations shall not be construed to
be a permit for , or an approval of, any violation of any of the
provisions of this code or of any other ordinance of the
jurisdiction. No permit presuming to give authority or violate or
cancel the provisions of this code shall be valid.
Plan Review
PROJECT . � R Co
ADDRESS 1 `1 t 0 O A L. L. E. `-f U
DATE (s) ' .5 o
AfT t c
C cIL v W t..s
CITY OP TUKWILA
DEPARTMENT OP COMM&Nntr LEVic,oPm NT
PLANNING DIVISION
t G c.r l 2 S C.,
c_c. ( A M. tom. k'7',
PLAN CHECK
NUMBER
re ared b •
P C P Y•
as
COPIES
DATE
NO.
ATTENTION
t AL.. k.-....
DESCRIPTION
REi
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s x
PL_... a......7
,,_... S�..�A>
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RECEIVED
CITY OF TUKWILA
JUL 0 2 1990
P ERMIT rr..- ... -..
DATE CD C.-C. , � jr_.
JOB
%O4 ^
ATTENTION
t AL.. k.-....
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CS P C_COL- A" -J
REi
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RECEIVED
CITY OF TUKWILA
JUL 0 2 1990
P ERMIT rr..- ... -..
RUPERT ENGINEERIN INC.
P.O. Box 836 /Zip 980, J.
1501 W. Valley Hwy. North #101
AUBURN, WASHINGTON 98001
TO G l't'L — CU .w l c... A
k 1
WE ARE SENDING YOU g Attached ❑ Under separate cover via
❑ Shop drawings Ai Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
THESE ARE TRANSMITTED as checked below:
For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
.a As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
NIOOIJc22102 /NAR7A7 nun
(206) 833.7776
FAX (206) 939.2168
[LETM CD[ TQQKSGE TT
7
the following items:
SIGNED: ,
11 enclosures are not as noted, kindly notify us at ones.
DATE q
. /S l.V
JO NO.
`GX75 c: c . S
•• • v G.Tb
ATTENTION
1- t..lL . 'CScAS. $�N
RE:
RUPERT ENGINEERIN(' INC.
P.O. Box 836 /Zip 9804,
1501 W. Valley Hwy. North #101
AUBURN, WASHINGTON 98001
(206) 833-7776
FAX (206) 939 -2168
TO �rtti vim' `R� �
RECEIVED
CITE nr• Ti IKWILA
JUN 0 5 1990
PERMIT CENTER
WE ARE SENDING YOU )( Attached ❑ Under separate cover via
❑ Shop drawings X° Prints
❑ Copy of letter ❑ Change order
DIEITTW, CIF IrEa `IS VI1Ia[L
❑ Plans ❑ Samples
the following items:
❑ Specifications
COPIES
C4 S
DATE
NO.
r f � r: T\ 4
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
P�E ty��i
REMARKS
X -- (::%__&E_ •--.%=,T)Z '' PP.t,te ,, c:1, •,.— Mle...
PL. A.‘--.) c.-U c-$.s1_ F" - Z `k �� - xa..t1
' ..k■vK "t-. i)5 PP. l, C• wok t.;" ? ( tu--t . Cr
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.
•
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(12000, S ' IC) 2 STOR,XES ((39 2 I
39,400 'SP 1,
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go 14.550 SF
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I understand tiiai!:he Plan Check aPOOVals
subject to efters far dl ornissi&i and a ai 4f.
1.1! ns does not 71uthorizit t' ?t? Viotation:of :31v'
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