HomeMy WebLinkAboutPermit D02-139 - NW JANITORIALD02 -139
NW Janitorial
1083 Andover
Pk East
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
DEVELOPMENT PERMIT
Parcel No.: 2623049106 Permit Number: D02 -139 `I Ui
Suite No: Permit Expires On: 11/30/2002 U O
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Tenant: W w
Name: NW JANITORIAL
Address: 1083 ANDOVER PK E, TUKWILA, WA 0
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Owner: g 5
Name: SECURITY CAPTIAL IND TRUST Phone: (206) 762 -4750 L* <
Address: C/O TRAMMEL CROW CO, PO BOX 80326 — C!
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Contact Person: Z f
Name: JESSE SWANSON Phone: 206 - 682 -6596 1- 0
Address: 1033 6 AV 5, SEATTLE, WA W w .
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Contractor: c . co
Name: ENGINEERED PRODUCTS INC Phone: 0 - .
Address: 1033 6TH AVE S, SEATTLE WA w w '
Contractor License No: ENGINP1013JK Expiration Date: 01/01/2004 H 0!
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DESCRIPTION OF WORK: tii Z
INSTALLATION OF PALLET RACKS U N
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Value of Construction: $0.00 Fees Collected: $303.56
Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997
Type of Construction: RACKS Occupancy per UBC: 0025
Public Works Activities:
Curb Cut/Access /Sidewalk/CSS: N -
Fire Loop Hydrant: N Number: 0 Size (Inches): 0 •
Flood Control Zone: N
Hauling: N Start Time: End Time: .
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N r ..=: w,`
Moving Oversize Load: N Start Time End Time .1
Sanitary Side Sewer: N , :;
Sewer Main Extension: N Private: N Public: N Storm Drainage: N : � ' .
Street Use: N
Water Main Extension: N Private: N Public: N ri;1,:23 '
Water Meter: r . i, A.
Channelization / Striping: i w.,.
** Continued Next Page ** ,
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doc: Devperm D02 -139 Printed: 06- 03- 2002o
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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Permit Center Authorized Signature: KC th/Ll J ,1/f eri...._) Date: 6 3 d , .�
1 hereby certify that 1 have read and examined this permit and know the same to be true and correct. All provisions of law and V ,
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
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Parcel No.: 2623049106 Permit Number: D02 -139 ,�
Address: 1083 ANDOVER PK E TUKW Status: ISSUED B
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City of 1 kl
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
sprinkler density Z
minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13)
19: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of j-. Z
intended use. 2
20: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such 6 U
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doc: Conditions D02 -139 Printed: 06 -03 -2002 ��fy
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v�W4ww� CITY OF TUVWILA
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pia _ � 6300 Southcenter Blvd., Su ite 100
�ea Tukwila, WA 98188 Permit Number: Db2
(206) 431 -3670 fp 134
Commercial / Multi- Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
Project Name/Te ant: alue of Construction:
4 / IA/ 5 .•+) - 1‘a- I 10 v
Site Address (inclu a su'te number) n E City State/Zip: /f ax Pa /cel Number:
/ o 3 ✓ dy I ` o, r G / L) � ) ,` 14- 1(1
Pr9perty Owner: Phone:
y -0 Lci 5 303— .c ?z 9z.
Street Address: I City State /Zip: Fax #:
1y/O22 E. 3 PI, 4v)ro GO O 303 -576 — 2.601/
Contractor: / Phone:
Street Address: City State /Zip: Fax #:
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/o 3 S S -�a- - '1-Q- VA- 9711 q zd 6 4 s
Architect: Phone:
Street Address: City State/Zip: Fax #:
Engineer: Phone:
Street Address: City State/Zip: Fax #: Q
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C ontact Person: W
ss.e ��� - o6 — ‘ yz - 659 Ce 2
Street ity State /Zip: Fax #: —.t 0
/05'3 6 L S, 5 e .,. a , te- RJ,¢- 961139 is, g — 6 gz — /5`l' S v °
Description of work to be done (please be specific): co Z
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)A 'C f it , l (-e. -4 f&CLG e-5 W
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital g Q
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office to
❑ School / College/University ❑Other I- W
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Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family rehouse ❑Hospital I< .
d Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ' W O
❑ School /College/University ❑ Other 2 7
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Building Square Feet: ) / cY existing No. of Stories: j Area of construction (sq ft): 2, 6� O co
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Will there be a change of use? ❑ yes LLno If yes, extent of change: (Attach additional sheet if necessary) w W
Will there be rack storage? nl--yes ❑ no W ~ O
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Existing fire protection features: sprinklers .automatic fire alarm ❑ none ❑ other (specify) U to
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Will there be storage of flammable/combustible hazardous material in the building? ❑ yes no O I—
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Z
APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: .
I (Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt #:. Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This 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 date 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. .ms aw l
Date application accepted: Date application expires: Application taken by: (initials) saw _
PLEASE SIGN BACK OF APPLICATION FORM '� ;
11/30100
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___________,_,__
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APPLICATI di MUST BE SUBMITTED WITH THs ) LLOWING:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER OR•CI.VIL,ENGINEER
ALL DRA" VINES 'MAL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form 1413). Business Declaration required (Form 1410). ~�
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use
only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Z
identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use W
only) aa 2
11. Location and gross floor area of existing structure with dimensions and setback J
12. Lowest finished floor elevation (if in flood control zone)
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13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). c
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled J =
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space. g —
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❑ ❑ ¢ Vicinity Map showing location of site U d
❑ 0 — Rack Storage: if adding new racks or altering existing rack storage, provide a floor plan identifying rack Z
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of O
rack. Structural calculations are required for rack storage eight feet and over. w 1-- uj
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished v
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❑ ❑ Construction details 0 F-
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❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water 0
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed LL- p
sprinkler system design criteria as identified by the Fire Department. LLj Z
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❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. 0
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❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ L r Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of Public
Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor
has been selected at time of application a copy of this license will be required before the permit is issued
OR submit Form 1-1 -4, "Affidavit in Lieu of Contractor Registration ".
Building. Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, orr contractor licensed by the State f�iii'
of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will P. $ '
be required as part of this submittal _
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I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF
AIM Ma
PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT: i Iwo
Signature: Date: S / G _ O Z A
Print name: SS e S �, do Ste( Phone: ze6 682_ G 52 Fax #: ea G _��•Z _ y S� S
Address / b 3? 6 4-k /f L/4 S Cit /State /Zip s e e Aid 9 f � 3 , � Low VIII �" 11111 .111
11/30/00 A
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City of Thkwil
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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{ RECEIPT <1 W
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doc: Receipt Printed: 05 -16 -2002 Lisrg QA r
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-� i F ` ' - , E r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN rj T.Y- ' L THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
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r Engineered Products, Inc. I
1033 6 Avenue South
Seattle, WA 98134-1305
Phone: (206) 682 -6596 ,
Fax: (206) 682 -4995 Z
Tuesday, April 27, 1999 , .1 2
CM' Of TUY,Vtii∎ ¢ 6 5
Tenant: Northwest janitorial Supply pf 0YED v o
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Location: 1083 Andover Park East Ill E
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Tukwila, WA 98188
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1 Calculations for :
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. NW JANITORIAL SUPPLY Z
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TUKWILA,WA lce
05/07/2002 _I v
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Loading: 3800 # load levels u) W
2 pallet levels @ 64,128
Seismic Zone 3 100% Utilization -
I Ca = 0.36 Cv = 0.54 W O
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96 " Load Beams g 5
Uprights: 44 " wide SINGLE ROWS
C 3.000x 3.000x 0.075 Columns = d .
C 1.500x 1.250x 0.075 Braces 1 W
5.00x 8.00x 0.375 Base Plates ?=-
with 2- 0.500in x 3.50in Embed Anchor /Column Z O
4.00x 2.750x 0.075 Load beams w/ 2 -Pin Connector W
= Q
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by : Ben Riehl E - H
Registered Engineer WA# 21008 CITY RECEIVED
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MAY 1 200Z
PERMIT CENTER
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EXP. DATE: 12 / :::
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1 Cold Formed Channel
Depth 3.000 in Fy = 50 ksi
Flange 3.000 in
Lip 0.750 in
Thickness 0.0750 in COLUMN SECTION Z
R 0.1000 in , QQ
Ste
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Blank = 9.96 in wt = 2.5 plf Q g
A = 0.747 in2 J U
Ix = 1.191 in4 Sx = 0.794 in3 Rx = 1.263 in C O
Iy = 0.935 in4 Sy = 0.544 in3 Ry = 1.119 in , (A CI
a 2.6500 Web w/t 35.3333 Mill
a bar 2.9250 Flg w/t 35.3333 ...ii_ 1
b 2.6500 x bar 1.2423
b bar 2.9250 m 1.6690 W 0 0
c 0.5750 x0 - 2.9114 2 F-
c bar 0.7125 J 0.0014 g Q
u 0.2160 x web 1.2798 N d
gamma 1.0000 x lip 1.7202 =
R' 0.1375 h/t 38.0000 H W
Z"._
i Section Removing: F' 0
0.640 inch slot 0.75 inches each side of center on web W W
0.375 inch hole 0.87 inches from web in each flange 2 n
A -.= 0.152 in2 A' = 0.595 in2 U 0
x bar = 1.478 in 1 0 N
I'x = 1.014 in4 S'x= 0.676 in3 R'x= 1.305 in ,0 H
I'y = 0.743 in4 S'y= 0.476 in3 R'y= 1.117 in = U
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Cold Formed Channel ujZ
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Depth 1.500 in Fy = 50 ksi 0 '--
Flange 1.250 in z
Lip 0.000 in
Thickness 0.0750 in BRACE SECTION .
R 0.1000 in
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Blank = 3.73 in wt = 1.0 plf .
A = 0.280 in2
Ix = 0.106 in4 Sx = 0.141 in3 Rx = 0.614 in
Iy = 0.046 in4 Sy = 0.056 in3 Ry = 0.403 in
a 1.1500 Web w/t 15.3333 .'
a bar 1.4250 Flg w/t 14.3333
b 1.0750 x bar 0.3946
b bar 1.2125 m 0.5298
c 0.0000 x0 - 0.9244
c bar 0.0000 J 0.0005 , t ' , �y
u 0.2160 x web 0.4321 1 l -y, t' '
gamma 0.0000 x lip 0.8179 y Y " "• ^ '
R' 0.1375 h/t 18.0000 ; .
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In Upright Plane SINGLE ROWS
Seismic Load Distribution
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per 1997 UBC Zone 3
Z = 0.30 1.33 Allowable Stress Increase
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I = 1.00 R = 4.4 Z
Ca = 0.36 V = (2.5 *Ca *I) /(R *LF) *W
!! LF = 1.4 � W
Weight QQ D
�. 60 # per level frame weight U 0
{ to 0 ,
( Columns @ 44 " W H
WIL
Levels Load WiHi Fi FiHi Column: W O.
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.075 2
128 3860 494 752 96
64 3860 247 376 24 U.
O 0 0 0 0 KLx = 64 in to
C!
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O 0 0 0 0 KLy = 41 in F- W
O 0 0 0 0 A= 0.595 in =
O 0 0 0 0 Pcap = 18571 lbs Z 0
7720 741 1128 120 Column W
36% Stress D p
Max column load = 6594 # 0 to
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In Upright Plane SINGLE ROWS
Seismic Load Distribution TOP LOAD ONLY
per 1997 UBC Zone 3 Z
Z = 0.30 1.33 Allowable Stress Increase ,I.-2!
I = 1.00 R = 4.4
Ca = 0.36 V = (2.5 *Ca *I) /(R *LF) *W 6 5
LF = 1.4 U O
Weight N p
60 # per level frame weight W W
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Columns @ 44 " I O
2
` Levels Load WiHi Fi FiHi Column: g 5
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.075 LL <
128 3860 494 568 73 2 C1
64 60 4 4 0 f- W
1 0 0 0 0 0 KLx = 64 in Z H
0 0 0 0 0 KLy = 41 in I- O
0 0 0 0 0 A= 0.595 in Z H
0 0 0 0 0 Pcap = 18571 lbs 2 m
= = == = = == = = == = = == U 0
3920 498 573 73 Column
O N ,
19% Stress CI I •
Max column load = 3620 # W w
Min column load = 300 # H
H
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t ' Z .
Overturning O N
OTM = 73.0 K -IN X 1.15 = 84.0 K -IN O H
RM = 86.2 K -IN Z
(.: REQUIRED HOLD DOWN = 0.00 KIPS
Anchors: Special Inspection(Y or N)? NO 2
T = 0 No uplift anchors req'd 2
2 0.5 " diameter Hilti -KB II
3.5 "embedment in 2000 psi concrete
Tcap = 2333 # 0% Stressed .
V = 286 # per leg Vcap = 4907 # = 6% Stressed . .
. COMBINED = 1% Stressed ;. +
Braces:
Brace height = 41 "
Brace width = 44 " 9 % C1
. Length = 60 " i kK ,,
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P = 783 # «F,t�.v� a
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Use : C 1.500x 1.250x 0.075 `J'''' 2 ;' "Y ' R'
A = 0.280 in
L/r = 149 ,r .
:PM Pcap = 2550 # 31% 4 � - ° V' ) ,,4 .
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PAGE 1
MSU STRESS -11 VERSION 9/89 - -- DATE: 05/07/:2 - -- TIME OF DAY: 16:54:15
INPUT DATA LISTING TO FOLLOW:
Structure Storage Rack in Load Beam Plane 2 Levels
Type Plane Frame Z
Number of Joints 10
Number of Supports 6 �; 2 !
Number of Members 10 � QQ 2
Number of Loadings 1 W m .
Joint Coordinates U O
1 0.0 64.0 S 4 � O W 0
2 0.0 128.0 S V N W
3 49.5 0.0 S J UJ H
4 49.5 64.0 & I\ ( N u— •
5 49.5 128.0 \ -1 W O
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6 148.5 0.0 S
7 148.5 64.0 u_ J
8 148.5 128.0 N
9 198.0 64.0 S
41 10 198.0 128.0 S Li _
Joint Releases ?I
3 Moment Z F O
6 Moment Z W l j
1 Force X Moment Z ? 0
2 Force X Moment Z :
U
9 Force X Moment Z -
0 I-
10 Force X Moment Z W
Member Incidences = V
1 1 4 I 1--7-
2 2 5 • — 0
3 3 4 « z
( 4 4 5 V
5 6 7 ~ O ~ :
} 6 7 8 z
7 4 7
8 7 9
9 • 5 8
10 8 10 k
Member Properties
1 Thru 2 Prismatic Ax 0.963 Ay 0.674 Iz 1.934
3 Thru 6 Prismatic Ax 0.595 Ay 0.298 Iz 1.014
7 Thru 10 Prismatic Ax 0.963 Ay 0.674 Iz 1.934
Constants E 29000. All G 12000. All
Tabulate All .
Loading Dead + Live + Seismic
RECEIVED
Joint Loads CITY OF TUKWILA •
4 Force Y -1.93
5 Force Y -1.93 MAY 16 2002 _r.`; `� .-
7 Force Y -1.93 ^, :`• ;.3tIxl
8 Force Y -1.93 y.
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4 Force X 0.069 PERMIT CENTER ; > , ; ; � .4A
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PAGE 4
MSU STRESS -11 VERSION 9/89 - -- DATE: 05/07/:2 - -- TIME OF DAY: 16:54:15
JOINT FORCE X FORCE Y MOMENT Z '
1 0.000 -0.159 0.00
2 0.000 -0.038 0.00
3 -0.206 3.833 0.00 ,
6 -0.210 3.833 0.00 Z
9 0.000 0.184 0.00
10 0.000 0.068 0.00 ~ ILI
■ i re 6 5
i FREE JOINT DISPLACEMENTS U Q '
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JOINT X- DISPLACEMENT Y- DISPLACEMENT . ROTATION J F
4 0.7828 - 0.0142 - 0.0026 MIL
j 5 0.9940 - 0.0213 - 0.0010 11.1 O
7 0.7829 - 0.0142 - 0.0024 ?
8 0.9940 - 0.0213 - 0.0006 g J
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SUPPORT JOINT DISPLACEMENTS F- _;
Z F-
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JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION O
Z
1 0.7828 0.0000 0.0008 ? Q
2 0.9940 0.0000 - 0.0002 V CI
j 3 0.0000 0.0000 - 0.0170 Q N
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6 0.0000 0.0000 - 0.0171
9 0.7829 0.0000 0.0016 =LL
10 0.9940 0.0000 0.0009 -2
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Rx = 1.305 in Ry = 1.117 in
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Pallet Load 3800 lbs
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Column Load 4.9 kips
Allowable Soil 1500 psf basic Z
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Soil Pressure 1500 psf 6 3
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -139 DATE: 05 -16 -02
PROJECT NAME: NW Janitorial z
SITE ADDRESS: 1083 Andover Park East w
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!X Original Plan Submittal Response to Incomplete Letter # U
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Response to Correction Letter # Revision # After Permit Is Issued -J I
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Building Division 71 Fire Prevention Planning Division ? a
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Public Works ❑ Structural ❑ Permit Coordinator --
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INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
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TUES /THURS ROUTING: .. .
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Please Route Structural Review Required _ No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 06 -18-02
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Approved n Approved with Conditions n Not Approved (attach comments) n � '
Notation:
REVIEWER'S INITIALS: DATE: ; y;, . ‘,�
Permit Center Use Only ', •� r
CORRECTION LETTER MAILED:
i Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: wet",
Documents/routing slip.doc
' 2 -28.02 ; :- � ■ i s era,
PERMIT COORD COPY 4� ` k ,a
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -139 DATE: 05 -16 -02
PROJECT NAME: NW janitorial z
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SITE ADDRESS: 1083 Andover Park East re j
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1 ' } 1 PERMIT NO.: Q o �Z TENANT NAME: u V V jah, 1Vt W
BUILDING PERMITS
INSPECTIONS CONDITIONS
❑ 1 Progress Inspection Status X 10001 No changes will be made to the plans unless approved
❑ 2 Pre - construction by the Engineer and the Tukwila Building Division
❑ 3 Investigation ❑ 10002 Plumbing permits shall be obtained through King Co Z
❑ 4 OK to Occupy ❑ 10003 Electrical permits obtained through L & I Z
❑ 5 Remove Stop Work Order ❑ 10004 All mechanical work shall be under separate permit ' = Z
❑ 6 Follow -up 10005 All permits, insp records & approved plans available ft uj
❑ 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected
❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified J V
❑ 60 WA Ventilation/Indoor AQC inspector 0 0
1 ❑ 70 NLEA Inspection /Modular Struct ❑ 10008 All high- strength bolting shall be special inspected U) 0
❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected W =
❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila — 1 —
❑ 90 Resteel Building Division N u-
❑ 95 Footing Drains ❑ 1001 1 The special inspector shall submit a final signed report w 0
❑ 100 Foundation Footings ❑ 10012 4ny new ceiling grid and light fixture installation 2
❑ 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid Q
❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment N
❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & caics shall be on site CJ
❑ 350 Crawl Space 0 10016 Any exposed insulation backing material shall have i W
❑ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z H
❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the rooting contractor verifying tire H O
❑ 500 Roof Sheathing Nailing retardant class of roof Z I—
i ❑ 525 Plywood Deck Nailing 'r 10019 All construction to be done in conformance w /approved W Ili
❑ 550 Exterior Wall Sheathing plans D 0
❑ 600 Masonry Chimney U CO
❑ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 0 -
❑ 700 Framing ❑ 10021 All food preparation establishments must have King Co W W
❑ 750 Roof /Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of z U
❑ 800 Flour Insulation ❑ 10023 Notify Building Division prior to placing any concrete H
❑ 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected — O
❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated to co
❑ 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected U _ -
❑ 815 Lighting and Controls 10027 Validity of Permit 1—
❑ 900 Suspended Ceiling 10028 Rack storage requires separate permit 0
❑ 1000 Interior Wallboard Fastening
❑ 1001 Exterior Wallboard Fastening El 10030 No occupancy of building until final insp by Bldg Div
❑ 1 1 10 Pre -Move Inspection ❑ 10031 Comply with requirements of TNIC 16.04
❑ 1 115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat
❑ 1120 Pre -Demo concrete \ •
❑ 1140 Pre- reroof ❑ 10034 Removal ot'septic tanks require approval and
❑ . 1400 Final -Fire compliance with King Co Health Dept.
"� 1700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect
,/❑ 900 Final- Reroof ❑ 10036 Manufacturers installation instructions required on site
❑ 3100 Site Visit
❑ 4000 Special- Concrete ❑ 10038 A C ot'O will be required for this permit •
❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall
❑ 4001 Special- Mom/Resist Conc Frame •
❑ 4003 Special -Reinf Steel Prestress 0 10040 All construction noise to be in compliance with 8.2 TMC
❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces - •�.;a -_:;
❑ 4005 Special- High - Strength Bolting
❑ 4006 Special - Structural Masonry 10042 .Fuel burning appliances L "�`
10043 .Appliances, which generate ��
❑ 4007 Special -Reinf Gypsum Concrete ❑ PP g'
❑ 4008 Special - Insulating Conc Fill ❑ 10044 Water heater shall be anchored Y s
❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof V F, '
❑ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial
❑ 4011 Special- Shotcrete irnprovernent shall be anchored to prevent tlotation" .
❑ 401'' Special- Grading, Excav /Fill ? s r;;4"
❑ 4013 Special- Retaining Wall
❑ 4014 Special - Panels Plan Reviewer: Date:
❑ 4015 Special -Smoke Control System b
Permit Tech: Date: 5"' ZI- c''
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -139 DATE: 05 -16 -02
PROJECT NAME: NW Janitorial Z
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SITE ADDRESS: 1083 Andover Park East :1- z
x Original Plan Submittal Response to Incomplete Letter # V o
CO Response to Correction Letter # Revision # After Permit Is Issued CO z
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DEPARTMENTS: 2
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Complete n Incomplete n Not Applicable [II o I—
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INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 I-
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Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route C Structural Review Required n No further Review Required n
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 06-18-02 •
Approved n Approved with Conditions Not Approved (attach comments) ` + V
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Notation: 4 �'�
REVIEWER'S INITIALS: "t4/ L- DATE: c/ _ tii., : }
Permit Center Use Only
x.144
CORRECTION LETTER MAILED: t P
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: *V410
Documentshouting siip.doc
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TUKWILA FIRE DEPARTMENT 6 D
FINAL APPROVAL FORM v U
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" Project Name 1 { . , 4 . .VAw� ' 1;C u.
Address 1 F r` o > �.� ; Suite # • 0
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FINALAPP . FRM T.F.D. Form F.P. 85 ;4ytrv '
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Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 5754439 ! DP
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ready for issuance jesse swanson
drawings northwest janitorial supply
storage and material handling
engineered products
floor plan
• D 02_0139
35mm Drawing
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- IN CONSPICUOUS LOCATION STATING
3800# CAPACITY @ 64 ", 128' VIN1 2 2 '65
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