HomeMy WebLinkAboutPermit D02-162 - H & W - ADA RAMPH&W
18221 ANDOVER
PARK WEST
EXPIRED
04 -08 -03
D02 -7 62
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City of Tukwila
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
DEVELOPMENT PERMIT z
Parcel No.: 3523049119 Permit Number: D02 -162 i
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Address: 18221 ANDOVER PK W TUKW Issue Date: 07/12/2002 6 j
Suite No: Permit Expires On: 01/08/2003 U O
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Tenant:
Name: H & W -J �
Address: 18221 ANDOVER PARK WEST, TUKWILA, WA CO u.
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Owner: k J
` Name: • LA PIANTA LTD PARTNERSHIP Phone: (206) 575 -3200 u..:(
Address: PO BOX 88050, TUKWILA WA N d ;
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Contact Person: Z F.
Name: Phone: F-- p
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Address: ZI CU
Contractor: U
Name: LA PIANTA LLC Phone: 206- 575 -7000 0 N'
Address: PO BOX 88028, TUKWILA WA 01-- w
Contractor License No: LAPIAL *008J8 Expiration Date: 04/01/2004 H U.
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DESCRIPTION OF WORK: tti Z I
INSTALL ACCESSIBILITY RAMP AT THE SE CORNER OF THE BUILDING Cl) ■
PUBLIC WORKS ACTIVITY INCLUDES LAND ALTERING. GeoENGINEERS GEOTECHNICAL CONSULTATION LETTER DATED H.
JULY 3, 2002 IS ATTACHED AND MADE PART OF THIS PERMIT. •
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Value of Construction: $8,621.00 Fees Collected: $340.96
, Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 .
Type of Construction: Occupancy per UBC: 0016 '
Public Works Activities: -
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' Curb Cut/Access /SidewalWCSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time: ,�
Land Altering: Y Volumes: Cut 35 c.y. Fill 23 c.y. n+ `yrt
Landscape Irrigation: N r'; Y
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Moving Oversize Load: N Start Time: End Time:
Sanitary Side Sewer: N .
Sewer Main Extension: N Private: Public: `,
Storm Drainage: N _ : ,r V� .
Street Use: N > ” -= k4
Water Main Extension: N Private: Public: ' s
Water Meter:
Channelization / Striping: `•
** Continued Next Page ** sy.. '
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doc• Devperm D02 -162 Printed: 07 -12 -2002 �'j�'��,_.,,,,,
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c it of 1 ukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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Permit Center Authorized Signature: « Date: 7— f 2 0 V, z
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I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 6 v
ordinances governing this work will be complied with, whether specified herein or not. v 0
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The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws J
regulating construction or the performance of work. I am authorized to sign and obtain this development permit. w
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Signature: l" Date: '7Aa /
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Print Name: = w
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. Z O
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doc: Devperm D02 -162 Printed: 07 -12 -2002
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C:!) � City of u kwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS z
Parcel No.: 3523049119 Permit Number: D02 -162 w
ce Address: 18221 ANDOVER PK W TUKW Status: ISSUED
.
����`'^.w� CITY OF TUKW1LA FOR STAFF USE ONLY
vs �, ��� i Permit Center Project Number• • ` `• ' " ::' .
I o = 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
, , (206) 431 -3670
,.167 ' � Permit. Number:; DO 1'
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ommercial / 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/Tenant: Value of Construction: it
Site Address: � i State /Zip: Tax Parcel Number:
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I ( ,blower tR, , k (x%( /ikt;ti;(e (JA 3S ) t //9 ,
Property Owner: Phone:
Lc:, Po v.'}-a.. 1.L.0 ,206, 575 - (�O
Street Address: City State /Zip: Fax #:
RD. 3' 7k wt(p. WA t ?/3g' •D(c.. s7 - I
Contractor: Phone:
A Pro v.1-0.. GL-C 77 lc. W Il 9 4 .-1 34k 6 - 'S7S -
Street Address: City State/Zip: ax #:
/"�.O. -k F Tukwila, G,/A 9 °r13 . 23 '- Z7'- /$j7
Architect: Phone:
Street Address: City State /Zip: Fax #:
Engineer: Phone: z
• Street Address: City State /Zip: r Fax #: . . W
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Contact Person: Phone:
13(.7,.(-(- Tehr.e- - t -3 6 -a.Dr49 0o
Street Address: City State /Zip: Fax #: ') 0
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Description of work to be done: � .., I ( �CGC� S t f0 i 1 � 4 1 c`Ck w-p . W O }
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family el Warehouse Hospital u-
❑ Church El Manufacturing ❑ Motel /Hotel CI Office = a
C1 School /College /University ® Other / ),- r` oC b(c� �" i
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Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ® Warehouse Hospital I- O
❑ Church ❑ Manufacturing CO Motel /Hotel ❑ Office p W I-
❑ School /College /University 71 Other a•fer %n- r{' bJcts • 0
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Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) 0 ,�
Will there be rack storage? ❑ yes ® no H U
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Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) �' z
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Building Square Feet: e-/- 3i5 existing Area of Construction: (sq. ft.) 6 4:4- a V
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Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 121- no z
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
. APPLICANT. REQUEST.FOR PUBLIC.; WORKS' SITE /CIVIL PLAN'REVIEW OFTHE FOL IN
LOWG p, . ,
(Additional:reviews maybe 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- 33 cubic yds. 40 Fill Z3 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
C3 Water Meter /Permanent # Size(s):
CI Water Meter Temp # Size(s): Est. quantity: gal Schedule:
CI Miscellaneous a,,i
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
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limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by c .
the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. ?t `{'`."?.
Date application accepted: Date application expires: Application taken by: (initials) 1 2 11
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PLEASE SIGN BACK OF APPLICATION FORM
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CTPERMIT.DOC 1/29/97
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ALL COMMERCIAL/MULTI- ILY TENANT IMPROVEMENT /RATION PERMIT APPLICATION -
T BE SUBMITTED WITH THE F OWING:
ItatRAW44iikylp BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
A` INEER OR CIVIL ENGINEER
ALL DRAWINGS SHALL 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. 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) z
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of ' ? w
those, 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 6 v
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❑ Floor plan: show location of tenant space with proposed use of each room labeled 5
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❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of co
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any hazardous materials; dimensions of proposed tenant space. = w
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❑ ❑ Vicinity Map showing location of site z i_
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack w w
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of 0 0
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rack. Structural calculations are required for rack storage eight feet and over. O co
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished o H
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❑ ❑ Construction details H H
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❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of Iii Z
water supply to sprinkler vault with documentation from contractor stating supply line will meet or U co
exceed sprinkler system design criteria as identified by the Fire Department. ~O I— •
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❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. •
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). • fli r•
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❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
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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 201 Smith Tower, 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 ".
Building Owner /Authorized Agent. If the applicant is other than the owner, registered architect/engineer, or contractor licensed 2 .: ;r; ', 0
by Washington, property the State of Washin ton a notarized,letter from the ro ert Y 9 the owner atithorizin agent p ermit application ,; 6, : ...;<
9 ent fo submit PP and '`>
obtain the permit will be required as part of this submittal rFITJ
I HEREBY CERTIFY THAT ! 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. �'rr
BUILDING OWNER OR AUTHORIZED AGENT: k
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/�?� r i11j Print name s Phone: Signature: Date: G 42- =--, Fax 9t;
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CTPERMIT.DOC 7/29/97 u ; f,
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670
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RECEIPT
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Parcel No.: 3523049119 Permit Number: D02-162 o ° o
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Address: 18221 ANDOVER PK W TUKW Status: PENDING ' ut ui
Suite No: Applied Date: 06/12/2002 ui I
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Applicant: H & W Issue Date: w u..
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; INSPECTION NO. PERMIT NO.
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1 . 6300 Southcenter B{vd, #100, Tukwila, WA 98188 (206)431-3670 ' 'rz: u_
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1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid '..!,
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INSPECTION RECORD DC.) — I ( .6 -J '-
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INSPECTION NO. A I PERMIT NO.
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CITY OF TUKWIIA BUILDING DIVISION Vi. • I, -, g :3
6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670
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• 47.00 REINSPECTION F REQUIRED. Pri r to inspection, fee must be paid ,
at 6)00 Southcenter Blvd., ' ite 100. Call schedule reinspection. !,
R .cei .t I Date: :
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INSPECTION O. / ‘ 1 , PERMIT NO. . .. ..
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CITY OF TUKWILA BUILDING DIVISION • 4 ,A 411 g 7J
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6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 CO
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COMMENTS: '.
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LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid i •
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
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Receipt No: Date:
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( ) SEGALE BUSINESS PARK
i,� A LA PIANTA PLC TRADE NAME
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FILE C OPY Ft
} July 2, 2002 -"'� ...:! are , . w r e
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City of Tukwila r , . • J � ,
Public Works Department N o
`• 6300 Southcenter Boulevard, Suite #100 2
Tukwila WA, 98188 g _,
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RE: Development Permit Application Number D02 -162 z � .
H &W Ramp 1— O
18221 Andover Park West w uj
Earthwork Quantities D O
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Dear Joanna Spencer: v
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Listed below are the quantities for cut and fill needed for the new ramp. I have also iii z .
included site plan with existing utilities as well as a letter from a geotechnical engineer. 0 _:
If you have any other questions please call me a 206 - 396 -2012. of' •
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I • • Cut material will be approximately 35 cubic yards
• Fill material will be approximately 23 cubic yards (gravel) 1.
I Very truly ours
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. SEGALE BUSINESS PARK
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Barry Bennett {`�-- '3
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1 PO Box 88028 • Tukwila,WA 98138 -2028
18000 Andover Park W • Suite 200 • Tukwila, WA 98188 -4798 P{ -
Telephone 206 575 -2000 • Fax 206 575 -1837 ss
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07/03e02 11:25 FAX 12533834923 GEOESGIXEERS ZI 002
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July 3, 2002 • .
So 1e Business Park
. 18000 Andover Park West, Suite 200 ' Z
Tukwila, Washington 98188 , 1 Z
Attention: Barry Bennett - 2
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07/03/02 11:25 FAX 12533834023 GEOENGINEERS 00 3
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Segale Business Park
July 2, 2002
Page 2
We appreciate the opportunity to be of service on this project. Please call if you have
questions concerning this letter report.
. iiE/yb, Respectfully submitted, Z
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I 4 r , G� O CreoEngineers, Inc. ;�. W
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Summary of Forces on Footing : Slab is NOT providing sliding, stem is FIXED at footing try°. t
Forces acting on footing for sliding & soil pressure.... ,.
Sliding Forces Load & Moment Summary For Footing : For Soil Pressure Caics . :
Stem Shear @ Top of Footing = -238.2 lbs Moment @ Top of Footing Applied from Stem - -163.8 ft-# ! i.:
' Heel Active Pressure = - 121.7; "` t'� ; !
Sliding Force = 359.9 lbs Surcharge Over Heel = lbs ft ft-# '
Axial Dead Load on Stem = lbs ft ft-# $ "r
Net Moment User For Soil Pressure Calculations Soil Over Toe - 20.6 lbs 0.13ft 2.6ft-# 'YY �. u;
136.8 ft-# Surcharge Over Toe = lbs ft 8-#. {}
Stem Weight = 335.3 lbs 0.50ft 167.7ft -# $` ��
567.2 lbs 1,38 ft ti:1
Soil Over Heel = 779 .9ft -# 4, :Xi
Footing Weight = 223.5lbs 1.00ft 223.5ft -# ,
Total Vertical Force = 1,146.7 lbs Base Moment = 1,009.9ft-#`
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• RUPERT ENGINEERING, INC. Title : Building - Door Openings Job 0 Mess
1519 West Valley Highway North Dsgnr: DPS Date:
Suite 101 Description :
• Auburn, WA 98001 Scope :
(253) 833 -7176 Fax: (253) 939 -2168
Rev. 610300
User: KVY• 0001423 ,Ver5.1.3,22-Jia0999.Wn32 Restrained Retaining Mali Design
(c) 1963.90 ENERCALC c: 11tileskertercalc1000e3 .ecsralculations
- Description intermediate Landing Wall
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oe eel Rebar embedment into footing 6.00 in
Factored Pressure = 775 419 psf Other Acceptable Sizes & Spacings:
Mu' : Upward = 23 0 ft-# Toe: None Spec'd -or- Not req'd, Mu < S * Fr
Mu' :Downward = 9 17 ft-# Heel: None Spec'd -or- Not req'd, Mu < S • Fr
Mu: Design = 15 17 ft-# !
Key: No key defined -or- No key defined
Actual 1 -Way Shear = 1.64 2.03 psi •
Allow 1 -Way Shear = 85.00 85.00 psi
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Summary of Forces on Footin • _ Slab is NOT providing sliding, stem is FIXED at footin • k z r; >: ;
Forces acting on footing for sliding & soil pressure.. '• _"
• Sliding Forces Load & Moment Summary For Footing : For Soil Pressure Caics : ' 41,
Stem Shear @ Top of Footing = -93.2 lbs Moment @ Top of Footing Applied from Stem = -40.1 ft-# .1k `"
Heel Active Pressure = -80.0 {'' i , I
Sliding Force = 173.2 lbs Surcharge Over Heel = lbs ft ft-# '' t .a
Axial Dead Load on Stem = lbs ft ft-#
Net Moment User For Soil Pressure Calculations Soil Over Toe = 20,5 lbs 0.13ft 2.6f1-# H. 'l •
21.2 ft-# Surcharge Over Toe = lbs ft ft-#
Stem Weight = 223.3 lbs 050 ft 111.711-# Soil Over Heel = 71.0 lbs 0.88 ft 62.1 ft-# ;' °his ii a" '
Footing Weight = 111.8 lbs 0.50ft 55•9ft-#
' Total Vertical Force = 426.6 lbs Base Moment = 192.1 ft-# I t .. .
steel pipe railing
entrance wall
concrete slab
lap wall sewers
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STRUCTURAL NOTES
00700 GENERAL CONDITIONS
During the construction period, the Contractor shall be
responsible for the safety of the construction project, including
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all excavation procedures. The Contractor shall provide adequate r>r
lagging, shoring, bracing, guys and protection of adjacent u�
property, structures, streets, and utilities in accordance with co
all national, state, and local safety ordinances. coo
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D O NOT SCALE DRAWINGS. cou
All information shown on the drawings relative to existing
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conditions is given as the best present knowledge, but without g
guarantee of accuracy. Where actual conditions conflict with the cn d
drawings they shall be reported to the Engineer so that the
proper revisions may be made. Construction modifications shall z
not be made without written approval of the Engineer. i-0
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DIVISION 1 - GENERAL REQUIREMENTS U c
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01412 BUILDING CODES = w
Uniform Building Code (UBC) 1997 Edition IL z
Washington State Building Code w �
(Washington Administrative Code (WAC) Chapter 51 -30) v — „ _
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, 01415 DESIGN LOADS AND CRITERIA
Floor Live Load: �.
Exit Facilities: 100 PSF .
SEISMIC: 0 •
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Seismic Zone:
Zone 3 '
Importance Factor (I): 1.0 .
FOUNDATION: '
Allowable Soil Bearing Capacity (DL +LL): 2,000 PSF
Soil Active Pressure (above watertable) : 35 PCF
• Soil Passive Pressure: 150 PCF A / .'.'�''y`
Soil Coefficient Of Friction: 0.35
Soil Weight: 110 PCF C
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Material for filling and backfilling shall consist of the
j excavated material and /or imported borrow and shall be free of ,
I organic matter, trash, lumber, or other debris.
1 Fill and backfill shall be deposited in layers not to exceed 8
� . inches thick for heavy equipment and 4" thick for hand operated Z
equipment. The fill shall be properly moistened to approximate H
p p y pproximate �
optimum requirements and thoroughly rolled or compacted with w
approved equipment in such a manner and extent as to produce a 6 D
relative compaction of 95% of maximum dry density for optimum v o
moisture content as determined by ASTM D 1557. Each lift shall
be tested for compliance with compaction requirements by an w H
approve laboratory. co u..
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Hand tampers shall weigh at least 50 lbs. each and shall have a 2
h face area not in excess of 64 square inches. Hand tamper may be Q
operated either manually or mechanically and shall be used only co
where larger power driven compaction equipment cannot be used. H w
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Do not operate heavy equipment adjacent to the wall within a z O
distance equal to the height of the wall during backfill and w w
a compaction. Hand tampers for compaction shall be per notes 2 m
above. U co
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Do not backfill behind retaining wall for a minimum of 7 days Two
after concrete placement. Brace wall as required.
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DIVISION 3 — CONCRETE H H .
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03210 REINFORCING STEEL
Concrete reinforcing steel shall be deformed bars conforming to
ASTM A 615, Grade 60 (or A 615M, Grade 420), made from new
billets. Reinforcing to be welded shall be Grade 60 (Grade 420) •
with a Carbon Equivalent (CE) of 0.55 or less, or ASTM A 706 (or
A 706M). Epoxy - coated reinforcing, where specified, shall
conform to ASTM A 775 (or A 775M).
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Fabrication and placement of reinforcing in concrete shall
conform to UBC section 1907. Lap all reinforcing bars at all .
splices, corners, and intersecting walls per table below, unless:
noted otherwise: j = 1'
Concrete Strength (PSI) t -<
f 2,000 3,000 4,000 5,000 6,000 ,vv."
I TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER
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1 #3 ( #10) 27 21 22 17 19 15 17 13 15 12
#4 ( #13) 35 27 29 22 25 19 22 17 20 16
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#5 ( #16) 44 34 36 28 31 24 28 22 25 20 r� ,u' .
#6 ( #19) 53 41 43 33 37 29 34 26 31 24 '
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Use "TOP" reinforcing values for horizontal bars with more than
12" of concrete below them in the casting position. Lap lengths,
in inches, are based on normal weight concrete and a minimum 2 db
} spacing and 1 db cover, per ACI 318 -95. The sizes shown ( #xx) are
the corresponding metric bar sizes.
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Minimum cover over reinforcement, unless noted otherwise: z
Concrete placed on earth: 3 inches
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Concrete exposed to earth or weather: 2 inches 6 D
Other conditions, UNO: 1 -1/2 inches v p
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Reinforcing shall be securely tied in position prior to concrete J LLI
plac ement. Reinforcing shall be supported on chairs or slab co
bolsters (with distribution plates if required) or concrete w 0
dobies prior to concrete placement. Support spacing shall not
exceed 10 feet in each direction. w
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03215 ADHESIVE REINFORCING DOWELS z
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Adhesive reinforcing dowels shall be one of the following: w
ICBO Report
Hilti HIT HY 150 system with A 615 GD 60 bar 5193 o w
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Substitution of another product requires approval of the w w
Engineer. IQ
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Install dowels per the ICBO Report and the manufacturer's ui0
instructions. Special inspection is required during H z
installation. See Section 01455. Do not cut or damage existing O •
reinforcing to install anchors.
03300 CAST -IN -PLACE CONCRETE !
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Cast -in -place normal- weight concrete materials, mixing, placing, •
and testing shall conform to UBC Chapter 19.
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Material specifications, unless noted otherwise: .
Minimum 28 day compressive strength:
All Concrete: 2500 PSI
Use Type I cement unless noted otherwise. Use Type I -A cement
where air entrainment is required. Slump shall be 4 inches plus
or minus 1 inch. ' .
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Water- reducing admixtures conforming to ASTM C 494 may,be . *
incorporated in the concrete design mixes and be used in strict
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accordance with the manufacturer's recommendations, subject to ba r�s,
Engineer's approval.
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An air - entraining agent conforming to ASTM C 260 shall be used in
all concrete mixes for slabs and other flatwork to be exposed to . .
weather. The amount of entrained air shall be 5% plus or minus
1% by volume.
( , One percent maximum calcium chloride or other water - soluble Q •
chloride ion admixtures conforming to ASTM D 98 may be used in z
j concrete not exposed to the weather or in unreinforced concrete. re LU
Other types of accelerating admixtures may also be used. All 6 D
admixtures shall conform to ASTM C 494 Type C or E. d o
Substitution of other materials requires approval of the
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Engine . cn
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Special inspection and testing is required for all reinforced
concrete except for foundation concrete with a designated LL ,Q
compressive strength not exceeding 2500 PSI and nonstructural N d
slabs on grade. = ▪ w
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During periods of cold weather, batching, placing, and curing of 1--0
concrete shall conform to ACI 306R. Do not place concrete on w uj .
frozen subgrade or in contact with forms, reinforcing, or embeds 2D
that are less than 35F. ou).
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During periods of hot weather, batching, placing, and curing of w w
concrete shall conform to ACI 305R. o .
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Anchor bolts, dowels, and other embedded items shall be securely woo) tied in position prior to concrete placement. F v --.I
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Do not add water at site. Maximum drop during placement is three
feet. Consolidate concrete with a mechanical vibrator as
required.
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Concrete shall be maintained in a moist condition for a minimum •
of five days after placement or sealed with a curing compound
applied in two coats at right angles. Follow manufacturer's
application instructions and do not exceed recommended coverage.
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. iViff4
Pipes other than electrical conduits shall not be embedded in
structural concrete except where specifically approved. Do not
embed aluminum conduits and sleeves in concrete.
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O, �. ti of , y o r Cit y f Steven M. Mullet, Mayor
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til ���� , Department of Community Development Steve Lancaster, Director
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July 3, 2002 H w
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -162 DATE: 07 -03 -02
PROJECT NAME: H & W - RAMP Z
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SITE ADDRESS: 18221 ANDOVER PARK WEST w
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Original Plan Submittal Response to Incomplete Letter # v 0 0
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X Response to Correction Letter # 1 Revision # After Permit Is Issued w
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DEPARTMENTS: g Q
Building Division ❑ Fire Prevention ❑ Planning Division ❑ = a
Public Works Structural Z
94A �� ❑ Permit Coordinator
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DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7-09 -02
Complete co
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p [B [ Incomplete ❑ Not Applicable ❑ —
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Comments: u.1
! Permit Center Use Only tll Z
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H F- •
Departments determined incomplete: Bldg ID Fire ❑ Ping ❑ PW ❑ Staff Initials: O
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TUES /THURS ROUTING:
Please Route Structural Review Required ❑ No further Review Required ❑ ,
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 08-06-02
Approved ❑ Approved with Conditions V Not Approved (attach comments) ❑
Notation:
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REVIEWER'S INITIALS: DATE: 1 4Y;
Permit Center Use Only
CORRECTION LETTER MAILED: Z .4.4 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ,"
Documents/routing slip.doc
2 -28 -02 7
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -162 DATE: 06 -12 -02
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• PROJECT NAME: H & W - Ramp z
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SITE ADDRESS: 18221 Andover Park West
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_ "..� City of Tukwila
o '+ \ ; Department of Community Development - Permit Center
jo ' 6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188 '
(206)431 -3670
1908
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I REVISION SUBMITTAL,
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Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted v 0
through the mail, fax, etc. co w
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Date:
�� 3 -071 Plan Check/Permit Number: D02-1.62 0
0 Response to Incomplete Letter #
M Response to Correction Letter #
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Revision # after Permit is Issued z O
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i Project Name: H & W -- Ram p 0
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Project Address: 18221 Andover Park West _ w
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Contact Person: ,a� �_ �('i,� 0 C4'} Phone Number: e- 29t - -Cx Liz z
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Summary of Revision: 'Pb_;C_ see_ a_z i�
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RECEIVED
cm/ GF TUKWILA
ABUT MAT EF3
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Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: US
Entered in Sierra on "< `-
07/03/02
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■■■■,
LICENSE DETAIL INFORMATION Form Page 1 of 1
STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
Specialty Compliance Services Division
P. O. Box 44000 Olympia, WA 98504 -4000
THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS:
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LICENSE DETAIL INFORMATION
ON mo w.
Current Filter: None
Registration# or License LAPIAL *008J8 Co p
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Name LA PIANTA LLC
Address PO BOX 88028 N LL
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i l Address 2
City TUKWILA w <`
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State WA W
Zip 981382028 z
Phone Number 2065752000 z
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Effective Date 4/28/2000 n p
5 Expiration Date 4/1/2004 O
Registration Status ACTIVE = w
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Type CONSTRUCTION CONTRACTOR u- 0
Entity LIMITED LIABILITY COMPANY u i N
Specialty Code GENERAL 0 /--
Other Specialties
UBI Number 602023533
* * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* **
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https : / /wws2.wa.gov /lni /bbip /TF2Form .asp ?License= LAPIAL *008J8 07/12/200
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legal description surveying certificate
meriwether leachman
site plan
utility plan as-built
ground floor plan
mezzanine offices