HomeMy WebLinkAboutPermit D02-189 - ENDERS & ASSOCIATES - STORAGE RACKS
ENDERS &
ASSOCIATES
1035 ANDOVER PK E
D02-189
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
DEVELOPMENT PERMIT z
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Parcel No.: 2623049019 Permit Number: D02 -189 w .
Address:
i 1035 ANDOVER PK E TUKW Issue Date: 07/16/2002 6
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Suite No: Permit Expires On: 01/12/2003 U O
1 Tenant: u W
Name: ENDERS & ASSOCIATES _I H
Address: 1035 ANDOVER PK E, TUKWILA, WA 0 w u-
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Owner: 2
Name: M -3 PROPERTIES LLC Phone: u.
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Address: 405 MATEO ST, LOS ANGELES CA = O
E _ Contact Person: Z H
Name: KEITH WERNER Phone: 206 - 595 -1187 I— 0
Address: 15427 11 AV SW, SEATTLE WA Z w
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Contractor: 0 u)
Name: TAYLOR EQUIPMENT INC Phone: 206 - 241 -5990 0 —
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Address: 15427 11TH. SW, SEATTLE, WA 0 H.
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i Contractor License No: TAYLOEI062B4 Expiration Date: 11/16/2002 i 0
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DESCRIPTION OF WORK: Z
INSTALLATION OF 24 BAYS PALLET RACK 14 FEET HIGH. TOP SHELF STORING CLASS I THRU IV PRODUCTS ONLY. U to
NO HAZARDOUS MATERIALS. E- H
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i Value of Construction: $0.00 Fees Collected: • $108.70
Type of Fire Protection: Uniform Building Code Edition: 1997 ,
Type of Construction: 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 4 „°
Moving Oversize Load: N Start Time End Time: • Ytr; yr Y €:
Sanitary Side Sewer: N ,
• Sewer Main Extension: N Private: N Public: N
Storm Drainage: N °``'�
Street Use: N - 4 ,
Water Main Extension: N Private: N Public: N 'tip
Water Meter: r { ' [
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Channelization / Striping: ”`
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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: f ' , IAA/L A AA V a Date: 9 '( - 02- , i. W •
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Cit of Tukwila
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
dr awings prior to installation �"`''''
or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written • approval of the W.S.R.B ., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, priorto submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) ` '
16: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and f `
#1901) yi
17: All electrical work and equipment strictly ui ment shall conform strict) to the standards of The National Electrical Code. (NFPA 70) , ,r: <n'
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18: To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A floor plan` '
showing the dimensions and . .
doc: Conditions D02 -189 Printed: 07- 16- 2002 ` 1
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Cit of Z ukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
24: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- ? I—
4407.
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I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances p .
governing this work will be complied with, whether specified herein or not. W W
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The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws p
regulating construction or the performance of work. iii Z
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Signature: zit. 'W Date: 7,a /0 Z
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2 P er mit Center
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` rV 6300 Southcenter Blvd., Suite 100
rsae Tukwila, WA 9#3 88 Permit Number: 2.. (206) 431-3670
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 be accepted through the mail or facsimile.
Project Name /Tenant: [ A Value of Construction: -'7 "0 •
Site Address (include suite number) , City State/Zip: Tax Parcel Number:
.. %/' ■ l i /'1 9$I6$ 2120 clog,
Property Owner: Phone: 5 ry
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Street Address: City State /Zip: Fax It:
;5 c, r tyt)ctrol,2c, Jl- Le$p09le
Contractor: C/00 I'7' Phone:
Tylor GT.); pwAevv T )V1(. ROG- (99I-.5
Street Address: City State /Zip: Fax ll:
15 1 - l ta7 t. rAt,ie 5 Lo 5ca, IA 6 1816C ao6- 6q48- 6 1 9 30
Architect: Phone:
Street Address: City State /Zip: Fax 1t:
Engineer: - Phone:
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Street Address: City State /Zip: Fax II: _ I-:
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Contact Person: Phone: q Q 6
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Street Address: City State /Zip: Fax II: U 0
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Description of work to be done (please be specific): ( 0, 1 'a LI b ci j 5 pQ e ✓ c c_ — I LI , k ' •
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Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital u_
❑ Church ❑ Manufacturing ❑ Motel /I -lotel Office u) 0
❑ School /College /University ❑Other _ _ _ ,_ 1 _
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Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family 1 Warehouse ❑ Hospital 1- 0
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Z W
❑ School /College/University ❑ Other _ r _ _ _ ____ D 0
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Building Square Feet: existing No. of Stories: 1 Area of construction (sq ft): _ 0 1-
Will there be a change of use? ❑ yes in no If yes, extent of change: (Attach additional sheet if necessary) = W
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Will there be rack storage? 54 yes ❑ no Li- I -
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Existing fire protection features: 1�1 sprinklers ❑ automatic fire alarm CI none ❑ other (specify) -o Y u)
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Will there be storage of flammable/combustible hazardous material in the building? ❑ yes IX no Z
Attach list of materials and storage location on separate 8 1/2 X11 paper indicating quantities & Material Safety Data Sheets
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APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews ma be determined b the Public Works Dc artment)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling
❑ Fire Loop /Hydrant (main to vault)#: Size(s):
r� Land Altering 0 Cut cubic yds. 0 Fill cubic yd CI Irrigation
I1 Sanitary Side Sewer 1t: _ L1 Sewer Main Extension 0 Private 0 Public 1 - 771 ❑ Storm Drainage Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt 11: Size(s): _ 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp 11 Size(s): Est. quantity: gal Schedule: ii .
❑ Miscellaneous !YAW, ,'
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 row via
possible revision by the Permit Center to comply with current fee schedules, ,. ail
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The rim fit•
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. sa
Date application accepted: Date application expires: Application taken by: (initials) ' ' 1
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PLEASE SIGN BACK OF APPLICATION FORM 'P
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APPLICATI • ' MUST BE SUBMITTED WITH TH • LLOWING:
• ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
EN OR GINEER
• ALL 41N NATT 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 H -13). Business Declaration required (Form H -10).
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. Properly 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) Z
9. identify location and size of existing trees that are located in sensitive areas and buffer (Tiv1C 113.45.040), of those, = • H
identify by size and species which are to be removed and saved F' W
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use Q 2
only) U
11. Location and gross floor area of existing structure with dimensions and setback U 0
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W i
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled u) u
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❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2
any hazardous materials; dimensions of proposed tenant space. u..
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❑ ❑ Vicinity Map showing location of site I w
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❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack F- O
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w F'
rack. Structural calculations are required for rack storage eight feet and over. ? o
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished 0 co
❑ ❑ Construction details U. W
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❑ fl Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water u.. ~O
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed iLi Z
sprinkler system design criteria as identified by the Fire Department. U
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❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Z
E l 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.
❑ ❑ 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 H -4, "Affidavit in Lieu of Contractor Registration ". r
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State r� 2
of Washington, a n otarized letter from t he property owner authorizing the agent to submit this permit application and obtain the permit will ` a
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be required as part of this submittal ' AIM
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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
PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. row yam.
BUILDING OWNER OR AUTHORIZED AGENT: limei ,
Signature: �f / / 'i _ Date: 7/ / p '
Print name: / `!�� //� Phone: ( Fax ii: 4 0 , ia
I�etAn we aoG -5 `15 -1167 _206 - ` i L l 30
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670
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RECEIPT < .
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT ,1 Z
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Parcel No.: 2623049019 Permit Number: D02 -189 _10 U O .
Address: 1035 ANDOVER PK E TUKW Status: APPROVED , C
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Suite No: Applied Date: 07/02/2002 w =
Applicant: ENDERS & ASSOCIATES Issue Date: a tai.
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ri s. .00 REINSPECTION FEE ' QUIRED. Prior to in'pection, fee must be paid
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• 6300 Southcenter Blvd., Sul,• 100. Call to sched le reinspection.
lrpt No: Date:
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City of Tukingla Steven M. Mullet, Mayor
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41/=-: Fire Department Thomas P. Keefe, Fire Chief
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TUKWILA FIRE DEPARTMENT _J 0
FINAL APPROVAL FORM 0 0
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Approved with correction notice issued
Sprinklers: L
Fire Alarm:
Hood & Duct: /
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Monitor: /
Pre-Fire:
Permits: ,
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FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 11Arat
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Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 1 I
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -189 DATE: 07 -02 -02
' : PR OJECT NAME: En ders & Associates a
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SITE ADDRESS: 1035 Andover Pk E re j
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Permit Center Use Only H I
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O
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Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route Structural Review Required n No further Review Required ,
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 08-6 -02
Approved . Approved with Condition Not Approved (attach comments) ry ` _. yi4
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REVIEWER'S INITIALS: r �/ �' ; �,� C � DATE: �- I��Z
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Permit Center Use Only '` A a' r.'. -
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CORRECTION LETTER MAILED: `5ti
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 't 7=>? q
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PERMIT NO.: 1)62,„... I 9 :,., TENANT NAME: E ^f$ 4 A.1.1 ez1
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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
H 4 OK to Occupy ❑ 10003 Electrical permits obtained through L & I
5 Remove Stop Work Order ❑ 10004 All mechanical work shall be under separate permit Z
❑ 6 Follow -up 1 4 10005 All permits, insp records & approved plans available
❑ 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected H Z
❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified Q �W 2
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 - 189 DATE: 07 -02 -02
PROJECT NAME: Enders & Associates , 1
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SITE ADDRESS: 1035 Andover Pk E cc 2
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X Original Plan Submittal Response to Incomplete Letter # co W
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Response to Correction Letter # Revision # After Permit Is Issued N
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DEPARTMENTS: g _,
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Building Division n Fire Prevention 20 Planning Division n i C!
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i Public Works El S tructural n Pe rmit Coordinator n 1-. I z°
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DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07-09-02 U 0
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Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z
i Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
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TUES /THURS ROUTING:
Please Route n Structural Review Required n No further Review Required n
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 08-06-02 1,bktfl
Approved Approved with Conditions Not Approved (attach comments) ? a f
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Notation:
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REVIEWER'S INITIALS:
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CORRECTION LETTER MAILED: ' .i,, ,;;LH' '
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: , .r " a' �' , ft
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 - 189 DATE: 07 -02 -02
PROJECT NAME: Enders & Associates z
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DEPARTMENTS: 0
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Building Division 0 Fire Prevention I •I Planning Division I I = a
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Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING: ;
Please Route VT Structural Review Required fl No further Review Required I
REVIEWER'S INITIALS: DATE: .
APPROVALS OR CORRECTIONS: DUE DATE: 08-6-02
Approved Approved with Conditions Not Approved (attach comments) A .5r it
Notation:_ ti,.
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1 'ETTECTIVEDATE-..- -- -01/24/1994 ,
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531 SQUARE .030 C1075 SPRING STEEL ® ® 4 •a• J 0
OFFICE LM30: 12GA ASTM A570 GR50 TYP HARDENED TO RC44 -48 O z
f I 0 PRIMARY COLUMN SPRING LOCK ASSEMBLY 1-4,1 1_106' — I W = E
J BPS30 BASE PLATE 1" SIDE VIEW » 11 °
O ATH. (SINGLE) TYPE A RACKS W W z
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21' -4" 1 /2 NI asi tza 19/32 DIA �2 A3/lEV
3/16 VS 3/4 '17/� . " P--- " 1 fAIWI" 3
2 HOLES " .6, o p ° •° . •
LENGTH SEE NT.. 362 -120 k .454 -120 FRAME A1 1/2 -- k 6B 14' Ari 1/2 EMENT G
� f 5' NOM. . . • p 362-120 a BVas4 tzo ,. p
3/4 O O 7 p . I o I ; ,, .
1 3' -8" - - 13' -8" I-40 i tzQ' B..1-1 ,
14GA ASTM A570 GR50 ANCHOR BOLT : 1 /2' HILTI KWIK BOLT
o O o 3/16 \ 1 1/2 TWO +IAN REQUIRED PER COLUMN.: (SINGLE) w Z q,
SIDE VIEW TYPE B RACKS
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0 0 0 cy, STRUT & DIAGONAL DETAIL BASE: 3/8 THK A36 MILD STEEL W z
BPS30 BASE PLATE ANCHOR DETAIL INT. 362-120 a .454-120 Q
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168• 11 ta' !0::1,‘-„', z � _ . C) O O C) O `� LOCK 4n\ ) v I� Q NB
N N BRACKET ASSEMBLY 2 3/4 1 ,' m
O O BRACKET ASSEMBLY 2 3/4 1 7/8' ® c 1-40• \ �� O
M O L 1 TYP 1/8 `] /e I 120' t t + 1'' - -120' BEAM I L" ,
W C- x • ®• I • El vz 1 ® ® Le �I1 s /e' • 8 TYPE S IDE VIEW n C n RACKS
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' O , 1`J � , a ' l , z m m I 4 -1/4 (SINGLE) ( j
X x o • ® ® � 1' �/ N N SLIDE LACK o , p / p . l KA 0
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STUD " I o O ELEVATIONS `� °`
O O B SECT ION .0]5 THK.
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ASTM A570 GR50 1 5/B ASTM AS]0 GR50 BEAM SECTION .072 THK. %W�l �•
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O o a ,'4ti`'¢3 ". - 6/kJ.- claw O C STAKE BRACKE 7 GA
x LBF454 -120, 4 -PIN, STD. WELD INTERLAKE 362 -120' BEAM a PLACES ASTM A570 GR36
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8' BEAM BRACKET ASSEMBLY STRUCTURAL NOTES:
x o (4 PIN) JUL 2 2002
ND v 1. Racks are manufactured by Lodi Metal Tech (LMT)
& Interlake of Lodi, CA 'OMIT GENIE
0 0 o X 2. Minimum Yield (Fy) and Ultimate (Fu) Steel Strength
EMER. EXIT 11 shall (a) be as follows: and a a a
Beams Columns Fy= 50 ksi Fu =65 ksi
rt wn o o f (b) Bracing Struts Fy= 45 ksi Fu= 60 ksi w
p °' `' x x CPEN , \ - • O (c) Base Plates Fy= 36 ksi Fu =58 ksi c, r
o N o ., 3. Maximum rack load shall be: w w
BRACKET ASSEMBLY LOCK 0 Per level per pair of beams
ti r
/0, s f +.005 +.020 2 B/a (
a) Racks Type A & B: 3,000 LBS. '
W _. 4 406 .000 .343 .000 625 .000 I I l TYP Le `].a b) Racks Type C : 2,000 LBS. Y m
n A L !J + DIA +DIA DIA �1 I lir MI1 1/2 T 6 4. Concrete slab is g iven as 5 thick wi th fc'= 2,500 psi CO w
�� V 4 • 5. Allowable soil bear ing is given as 1,000 PSF c Lu
r Lr 344.010 f o o � P fo r gravity loads. a z
S a • • 8' TY O 6. Tie -down anchors shall be Hilti Kwik Bolt, 0 ° w
gl
v� I �/Lib, — .1sa - + ' oos —
1/2-8 I • STUD 11 0 Use 2 ea. 1/2" dia.' X 4-1 /2" anchors with. 3" TITLE:
N ,i :, , L 1 I PLAN VIEW 1 /8 " =1' — f ,1s6' BEAM SECTION .075 THK. embedment peg base plate.
, �
e �. . ±,020 ASTM A570 GR50 1 5/0 � - H va - SPECIAL INSPECTION IS NOT REQUIRED RACK LAYOUT
r _mo o,. c ce"
688
` + 7. Post load signs not less than 50 square inches in area JOB NUMBER:
010 COLD HEAD QUALITY
C Tan"' BRACKET 7 GA
_ I I (V�p p ��{�a 3 PLACES ASTM A570 GR36 specifying the design capacity at conspicuous location.
I � gf�UVHm� LMT LBF404 - 106 3 PIN, STD. WELD 0
'L8, r , 1 8. If any discrepancy occurs, contact the engineer
N -�� TO BEAM BRACKET ASSEMBLY for clarification 71 r; a$E E WITHOUT PROP a - 1&/0<- — I P B
E F . BUILDING 251 4
BEAM BRACKET STUD (3 PIN)
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