HomeMy WebLinkAboutPermit D02-288 - NEWPORT HEIGHTS APARTMENTS - FLOOR JOISTS AND BEAMSNEWPORT HEIGHTS
APARTMENTS
5600 S 152 ST
D02-288
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
DEVELOPMENT PERMIT
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Parcel No.: 1157200210 Permit Number: D02 -288 ' :1-- z
Address: 5600 S 152 ST TUKW Issue Date: 09/13/2002 a
Suite No: Permit Expires On: 03/12/2003 u _ 1 0
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Name: NEWPORT HEIGHTS APARTMENTS ILI _
Address: 5600 S 152 ST, TUKWILA WA u) �'
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Owner: J
Name: EQR - R E TAX DEPT - 27119 Phone: u- Q
Address: PO BOX 87407, CHICAGO IL u d
Contact Person:
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Name: MIKE BARKLEY Phone: 206 574 -3322 ? F-
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Address: 16400 SOUTHCENTER PY, #301, TUKWILA, WA z I
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Contractor: 0
Name: HIGH COUNTRY CONTRACTORS INC Phone: 425 271 -5480 0 —
Address: 14505 160TH AVENUE SE, RENTON, WA W H.
Contractor License No: HIGHCCI007R7 Expiration Date: 12/27/2003 = 0
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DESCRIPTION OF WORK: z
■ REPLACE ROTTED BEAM, FLOOR JOISTS AND SUBFLOOR. REPLACE POSTS AS NEEDED FOR PROPER FIT AT ONE U c
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Value of Construction: $10,000.00 Fees Collected: $303.56
Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 1
Type of Construction: Occupancy per UBC: 0001 .
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. r -,..- ;-:1ti
Landscape Irrigation: N 1 LI IA
Moving Oversize Load: N Start Time End Time: ; 2rt ;. ; r ,,
Sanitary Side Sewer: N - ,, ' 'I .y
Sewer Main Extension: N Private: N Public: N ,..: �,
Storm Drainage: N '7 ';
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Street Use: N t '
Water Main Extension: N Private: N Public: N •
Water Meter:
Channelization / Striping: M i rx '
** Continued Next Page ** IV:04
doc: Devperm D02 -288 Printed: 09 -13 -2002 . racer
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City of 1 ukwila
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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: ' r �� Date: 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
ordinances governing this work will be complied with, whether specified herein or not. -J UO
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j The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
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regulating construction o he • - . orm. - of work. I am authorized to sign and obtain this development permit. I—
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Signature: _ Date: w
Print N. e: CU v_<
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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 z F.-'
suspended or abandoned for a period of 180 days from the last inspection. z O
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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.: 1157200210 Permit Number: D02 -288 1 w
Address: 5600 S 152 ST TUKW Status: ISSUED e4 2
Suite No: Applied Date: 09/09/2002 _10
Tenant: NEWPORT HEIGHTS APARTMENTS Issue Date: 09/13/2002 U
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1: ** *BUILDING DEPARTMENT * ** co [ ,
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. W O.
1 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be M
inspected by that agency u_ Q
(206- 835 - 1111). co a
4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These H _
documents are to be
maintained and available until final inspection approval is granted. H p
5: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification w }-
showing the fire performance 2 n
rating thereof. U 0
6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as o -
amended, Uniform Mechanical Code
(1997 Edition), and Washington State Energy Code (1997 Edition). I U '
7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a o
permit for, or an approval - Z
of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to v co
give authority to violate f= F
or cancel the provisions of this code shall be valid. O
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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
governing this work will be complied with, whether specified herein or not. .
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
'7' Signature: Date: 3- Ci
Print Name: , ` -d / V - `''Oy+
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doc: Conditions D02 -288 Printed: 09 -13 -2002 . j �oi
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" 41" ' w�� CITY OF TUKWILA ,
(r 51 9 Permit Center Project I.. .nber:
u'� ;�� � ia = 6300 Southcentcr Blvd., Suite 100
, ' tsos . f Tukwila, WA 98 188 Permit N • .er: •
(206) 431 -3670 • A. ' tits
Alli 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.
Pro'ect Name /Tenant: Value of Construction: oc ,
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Site Address (include suite number) City State /Zip: Tax Parcel Number:
(... 0 ,) 2. 1111? 7 • -FL_ 1--2.\\..p. t_ N/ ' ''' r "; 45 700 — '6 270
Property Owner: Phone:
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Street Address: :I:Am-M. 301 City State/Zip: Fax #:
Contractor: Phpne:
Street Address: City Slate/Zip: Fax #:
Architect: Phone:
Street Address: City State /Zip: Fax #:
A , Engineer: Phone:
Street Address: City State /Zip: Fax #: Z
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Contact Person: Phone: w
HlK A Lv%-r' 2Oa -.5 74. 330 0 C Q e
Street Address: City State/Zip: Fax #: U O U
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Description of work to be done (please be specific): W =
FEE- Pt_AC, E RcT S-D ' ,. 'sill. (s , F W7 Tv I STS, 3 u F t_C, tom'. . t r`'t •G. CO 1-
IC r S 45 NE Fa pgoPafe. Ft -r e., C.-.1E. La,c..A.-nt dr.► w 0
Existing use: ❑ Retail ❑ Restaurant tJMulti- family ❑ Warehouse ❑ Hospital W Q
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office to
❑ School /College /University ❑ Other H w
Proposed use: ❑ Retail ❑ Restaurant y Hospital
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❑M ulti -famil ❑ Warehouse
❑ Church ❑ Manufacturing ❑ Motel /Hotel El Office Z O
❑ School /College/University ❑ Other W
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Building Square Feet: = & ?O 7 'existing No. of Stories: 3 Area of construction (sq ft): 1 � U
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Will there be a change of use? ❑ yes nrno If yes, extent of change: (Attach additional sheet if necessary) W W
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Will there be rack storage? 71 yes Pic ~ F-'
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Existing fire protection features: sprinklers automatic fire alarm ❑ none ❑ other (specify) rn
Will there be storage of flammable /combustible hazardous material in the building? 71 yes r_71 no p I-
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Attach list of materials and stora :e location on se.arate 8 1 X 11 •a•er indicatin: •uantities & Material Safet Data Sheets Z
I APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
L (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: ' ii !
❑ Miscellaneous ; P 'ik
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 ante ;
possible revision by the Permit Center to comply with current fee schedules. . I '
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. ...
Date application accepted: • Date application expires: ires: • Applicati n taken by: (initials) . s via ; -7 —c-Z ,L• ;., {�
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PLEASE SIGN BACK OF APPLICATION FORM rim '1.1'
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11/30/00
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APPLICATI t . MUST BE SUBMITTED WITH TH *LLOWING:
• ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER4OIR V
l'Ilr > 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, packing, 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 = 1
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use f' W
only) Q
11. Location and gross floor area of existing structure with dimensions and setback j O
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12. Lowest finished floor elevation (if in flood control zone) U 0
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). u) w
❑ l ° fig Flo W= or plan: show location of tenant space with proposed use of each room labeled w i
f w � ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w 0
any hazardous materials; dimensions of proposed tenant space. g J
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❑ Vicinity Map showing location of ite u) a
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CI Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack F-- H
layo and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of 1— O
rack. Structural calculations are required for rack storage eight feet and over. w I—
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❑ Indicate proposed construction of tenant space or addition and walls being demolished v p
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❑ Construction details 0
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Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water H U
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supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed u- Fa--
sprinkler system design criteria as identified by the Fire Department. Iii Z
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Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. E I—
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❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z
1131 ❑ 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 ".
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 $ I I
be required as part of this submittal .
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.
BUILDING OWNER OR AUTHORIZED AGENT: . r
Signature: ` Date: g, O� ' ' 1j
Print name: � � Phone: F ax it: `�
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Address City/State/Zip
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City of Tukwila . _
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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RECEIPT , I Z
Parcel No.: 1157200210 Permit Number: D02-288 _. U
I Address: 5600 S 152 ST TUKW Status: APPROVED N p ,
i Suite No: Applied Date: 09/09/2002 w =
Applicant: NEWPORT HEIGHTS APARTMENTS Issue Date: —I 1—
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Receipt No.: R020001348 Payment Amount: 185.75 2Q
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Initials: SKS Payment Date: 09/13/2002 09:32 AM Q d
User ID: 1165 Balance: $0.00 H =
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l Payee: HIGH COUNTRY CONTRACTORS, INC Z
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TRANSACTION LIST: N
Type Method Description DJ u j
Amount F=- o
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Payment Check 1253 185.75 — Z
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ACCOUNT ITEM LIST: Z '
Description Account Code .
Current Pmts
BUILDING - NONRES 000/322.100 181.25 1 ,
STATE BUILDING SURCHARGE 000/386.904 4.50 •
Total: 185.75
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doc: Receipt Printed: 09 -13 -2002 ,,,,,,:tit,
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;LI Retain a copy with permit - - S ! i
INSPEC9 a NO. PERMIT NO,
CITY OF TUKWILA BUILDING DIVISION '' , ' uj } °
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 I-
P o'ect: Type of Ins ection: ' Q
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Address: Date Called. _
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Special Instructio Date Wanted: a.m.
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Approved per applicable codes. Corrections. required prior to approval. . • H
r. COMMENTS: 4 II
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Inspector: " Dater ,ez r V )
0 $47.00 REINSPECT! G N FEE REQUIRED. Prior to inspection, fee must be era, �y-
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paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t = f:
Receipt No.: Date:
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[,_: .:3 I F Flog ?,..; '...';1 p1 4-:-`,...,;' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
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THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
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09!19/02 THU 21:28 FAX 4255780106 Structural Designs Q1002
Structui'af Demons P.L.L.C.
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10645 NE 4,eStreet Rirh[and,WA
phone (4z.5) 576 -0106 fax ( 576 -o z o6
email: str (e&gnseemsn.com
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Paul Lineman , _ H
High Country Contractors, Inc. F- W
14505 160 Avenue SE
Renton WA 98059 6 U
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September 19, 2002 u w I
Re: Newport Heights Building #4 LL
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LETTER OF RECOMMENDATION FOR REPAIR
ADDENDUM u_
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This letter is an addendum to the September 6, 2002 Letter of Recommendation for Repair in regards to = -
recommended repairs for exterior deck framing and a supporting beam at the Newport Heights Building z H
#4 at 5600 S 152 " Street in Tukwila, Washington. Z O
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The original Letter of Recommendation for Repair stated that all new members should be pressure-
treated. �
However, if it can be shown that the replaced framing members do not meet any of the U w
requirements in the 1997 Uniform Building Code Section 2306 (Decay and Termite Protection), it is not p f-
necessary that they be pressure - treated. It should be confirmed that all members have adequate W W
protection from weather exposure as outlined in UBC section 2306.12 if pressure - treated wood is not H U
used. LI 0
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Further, the Letter of Recommendation for Repair stated that all replaced cantilever joists should be run
all the way back to the second support similar to existing. One of the replaced joists does not span all the
way back to the second support beam. This is acceptable as long as only the cantilever portion of the z
existing joist was removed and the new joist is sistered to an adjacent existing joist. The sistered length .
should be approximately twice as long as the overhang length (ten foot backspan) and attached to the .
adjacent joist with 8d nails at 16 inches on center.
Please note that our recommendations do not constitute an inspection and should not be substituted for
any required building inspections.
If you have any questions or would like any further information, please do not hesitate to call.
Sincerely,
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STRUCTURAL DESIGNS P.L.L.C. , o � wAShr
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z ,Ar Carol Buckingham, P.E. 1 ;,, G ; � w ' •
Manager 1 343 • 0 1( 11 ! ' '- ' . '' 0 r
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SEP 2 0 2002
BUILDINC " A
DEPARTMENT. � D 019
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1 0645 NE 446' Street Kirkland WA 9 '
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email: strdesigns@msn.com
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Paul Lineman , , •
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High Country Contractors, Inc. ' _ w
14505 160 Avenue SE S EP 0 9 2002 D
. Renton, WA 98059 "; r
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i PERMIT CENTER (/) O
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Re: Newport Heights Building #4 w 0
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LETTER OF RECOMMENDATION FOR REPAIR g a
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This letter outlines recommended repairs for exterior deck framing and a supporting beam at the Newport H =
Heights Building #4 at 5600 S 152 " Street in Tukwila, Washington. z l—
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The deck is located on the southeast corner of building #4, and the repaired members include cantilever IL w
deck joists and the supporting glu -lam beam below shown in the area of construction repairs on sheet 2 of D p
the drawings provided by High Country Contractors. From discussions with representatives from High p CO
Country Contractors, the repairs are necessary due to rotten framing members under the deck. Further, 0 H uj
all removed members will be replaced with the same size and species members with similar connections x x •
constructed. All new members shall be pressure- treated. 0
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The design of 2x10 cantilever joists and supporting 5 1/8" x 13 'A" glu -lam beams were checked and all V
appeared adequate for their spans and loads (see attached calculations). The supporting 6x6 posts I=
appeared adequate as well.
It is our opinion that construction of the deck joists and beam in a like manner to what is existing, using
pressure- treated wood for exterior construction, is acceptable from a structural standpoint. All replaced
cantilever joists should be run all the way back to the second support similar to existing and the glu -lam `
beam should be replaced from cantilever end to full backspan. Since the design indicates that 2x8 joists
are adequate, the 2x10 joists may be tapered on the deck cantilever as required for drainage as long as no
more than 1 %2 inches is removed from their depth.
Please note that our recommendations do not constitute an inspection and should not be substituted for
any required building inspections.
If you have any questions or would like any further information, please do not hesitate to call. ``
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2' Sincerely, B U � . 1) w C , S TRUCTURAL DESIGNS P.L.L.C. �� , � aw Li
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, , .... , Carol Buckingham, P.E. 34 . l AMA
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Registration #
8101 -1575
Newport Heights Bldg. #4 Deck Repair
Cantilever Joists Date: 9/06/02 BeamChek 2.3
Choice 2x 8 HF #2 @16 In. oc Lu =0.0Ft Lu.OH =0.0Ft 1 .
Conditions Overhang, Repetitive Use, NDS '91 Z
Min Bearing Area R1= 0.7 in R2= 1.9 in DL Defl 0.03 in Q
Data Beam Span 10.5 ft Reaction 1 271 # Reaction 1 LL 217 # 1 .1.- Z
Beam Wt per ft 0 # ' _ Reaction 2 783 # Reaction 2 LL 610# u- 2
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8101 -1575
Newport Heights Bldg. #4 Deck Repair
Cantilever Joists Date: 9/06/02 BeamChek 2.3
• Choice 2x 8 HF #2 fp 16 in. oc Lu ■ 0.0 Ft Lu @ OH = 0.0 Ft
. Condition Overhang, Repetitive Use, NDS'91 .
Min Bearing Area R1= 0.6 in R2= 2.3 in DL Dell 0.03 in Q
Data Beam Span 10.5 ft Reaction 1 239 # Reaction 1 LL 185 # ,H Z
'` Beam Wt per ft 0 * • . Reaction 2 928 # Reaction 2 LL 775 # ce 2
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8101 -1575
Newport Heights Bldg. #4 Deck Repair
. Supporting Beam Date: 9/06/02 BeamChek 2.3
;. Choi 15 -118x 9 GILB 24F -V8 DF/DF Lu = 0.0 Ft t-u @ OH = 0.0 Ft (
Conditions O verhang,
Min Bearing Area R1= 7.1 in' R2 =12.0 in DL Defl 0.05 in Z
Data Beam Span 9.0 ft Reaction 1 4637 # Reaction 1 LL 3301 # • H Z
, . Beam Wt per ft 11.21 # ' .Reaction 2 7782 # Reaction 2 LL 4753 # a
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-; Bm Wt Included 151 # Maximum V , 5108 # Overhang Length 4.5 ft J U
Max Moment 8777 W Max V (Reduced) 4513 # Total Beam Length 13.511 U O
TL Max Defl L /.240 TL Actual Defl , L / 546 OH TL Actual Defl L / 517 co
•
• LL Max Defl L / 360 LL Actual Defl L / 731 OH LL Actual Defl L / 615 J =
Attributes Section (in") Shear OW) TL Defl On) LL Defl OH TL Defl OH LL Defl co � "
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Actual 69.19 46.13 0.20 0.15 -0.21 -0.18 w 0
g Critical 38.16 30.98 0.45 ' 0.30 0.45 .0.30
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it Status OK OK OK OK OK OK g 5 Ratio 55% 67% 44% 49% 46% 59% co
Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) = 1.0 Values Base Values 2400 190 1.8 650 I - Z _
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Base Adjusted 2760 219 1.8 650 i - O
Adjustments Cv Volume . 1.000 Z F
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• Cd Duration 1.15 1.15 g D
i . Cr Repetitive 1.00 U 0
Ch Shear Stress 1.00 O N
Cm Wet Use 1.00 1.00 1.00 . 1.00 ui H
Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 2 U
Cl Stability @ OH 1.0000 Rb = 0.00 Le @ OH = 0.00 Ft • u. H
Loads Uniform TL: 263 = A Uniform LL: 210 (Uniform Ld on Backspan) -
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371 H = 433 0 6.0 O H • 275 1 =520 0 9.0 . Z
50 K =63 (OH) 0 4.5
275 L = 520 (OH) 0 4.5
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PERMIT COORD COP? .
PLAN REVIEW /ROUTING SLIP
•
ACTIVITY NUMBER: D02 -288 DATE: 09 -09 -02 •
PROJECT NAME: NEWPORT HEIGHTS APARTMENTS — BLDG 4 z
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SITE ADDRESS: 5600 S 152 STREET z
X Original Plan Submittal Response to Incomplete Letter # v p
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Response to Correction Letter # Revision # _ After Permit Is Issued w z
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -288 DATE: 09 -09 -02
PROJECT NAME: NEWPORT HEIGHTS APARTMENTS — BLDG 4 a
SITE ADDRESS: 5600 S 152 STREET
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PERMIT NO.: D2- Z SS TENANT NAME: ? + 4\ 5 1\•p ,
BUILDING PERMITS T4 #1
INSPECTIONS CONDITIONS
❑ 1 Progress Inspection Status ft 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
Q 4 OK to Occupy 10003 Electrical permits obtained through L & I
o 5 Remove Stop Work Order ❑ 10004 All mechanical work shall be under separate permit Z
❑ 6 Follow -up le 10005 All permits, insp records & approved plans available < .
❑ 7 Pre -Move Inspection 0 10006 All stnictural concrete shall be special inspected F-. W
❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified CC 1
❑ 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected — Z
, ❑ 815 Lighting and Controls of 10027 Validity of Permit W N
❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit H =
1000 Interior Wallboard Fastening p f"
1001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div z
1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04
❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat
0 1120 Pre -Demo concrete ,
❑ 1140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and
❑ 1400 Final -Fire compliance with King Co Health Dept.
a 1700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect
❑ 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site
❑ 3100 Site Visit
[] 4000 Special - Concrete ❑ 10038 A C of 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 . ' ❑ 10040 All construction noise to be in compliance with 8.2 TMC
❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces
❑ 4005 Special - High - Strength Bolting ,.,., ..
❑ 4006 Special - Structural Masonry ❑ 10042 Fuel burning appliances �,.�t�,. ` •
❑ 4007 Special -Reinf Gypsum Concrete ❑ 10043 Appliances, which generate
❑ 4008 Special - Insulating Conc Fill ❑ 10044 Water heater shall be anchored ! '_ t i
. A 4009 Special -Spray Fireproofing ❑ 10045 Reroof` .
4010 Special - Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial '" �'n'
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0 4011 Special-Shotcrete improvement shall be anchored to p even flotation ^ �`, ;`
❑ 4012 Special - Grading, Excav/Fill i ` ° r
❑ 4013 Special- Retaining Wall ! ` , ,` 4 ,
❑ 4014 Special - Panels Plan Reviewer "L_.- ( i �� Date: � i4.yi � > ' .
❑ 4015 Special -Smoke Control System b �r�`,
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APPROVALS OR CORRECTIONS: DUE DATE: 10-08-02
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation: MV ;^
REVIEWER'S INITIALS: DATE: ;_ V
Permit Center Use Only 'w,' ,i ,;,
CORRECTION LETTER MAILED: X '
Departments issued corrections: Bldg ❑ Fire ❑. Ping ❑ PW ❑ Staff Initials: I ; , :r,.
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ACTIVITY NUMBER: D02 -288 DATE: 09 -09 -02
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PROJECT NAME: NEWPORT HEIGHTS APARTMENTS — BLDG 4 z .
{ SITE ADDRESS: 5600 S 152 STREET ,i- z
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Building Division ❑ Fire Prevention ❑ Planning Division = (3,
Public Works ❑ Structural ❑ Z H
❑ Permit Coordinator
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TUES /THURS ROUTING:
APPROVALS OR CORRECTIONS: DUE DATE: 10-08 -02
Approved ❑ Approved with Conditions
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -288 DATE: 09 -09 -02
PROJECT NAME: NEWPORT HEIGHTS APARTMENTS — BLDG 4 Z
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SITE ADDRESS: 5600 S 152 STREET cc
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DEPARTMENTS: g
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INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 1 H
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z
TUES /THURS ROUTING:
Please Route
❑ Structural Review Required ❑ No further Review Required E
REVIEWER'S INITIALS: C( ,' DATE: / jo /oZ ,
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APPROVALS OR CORRECTIONS: DUE DATE: 10-08-02
• Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ _
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REVIEWER'S INITIALS: DATE: ; ',' fig' 4:;•.
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CORRECTION LETTER MAILED: :',
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Insurance Services C)ivi.iun
lint uluvrr Service. • ,h 1 Sakty anti ilc•ailh Protection (;tv.uLthle in Spanisht
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Your 1 iglu. as a \\'otkc•r /F;unil∎ (';ue
1)eparIntent ul• Labor tt Industries • Notice lo Employees
I'() Box 44144
Olympia WA ')S5U.1••11•I.1 11•0IZI:I' :IZ: The employer named htlow is an insured policyholder
\With the \ \'ashint tun State IntIustria) in�urancr 'I'rttst Hind.
I•:1II'I.(.) \•I':I : "11tis is your official certificate of industrial insurance
user; ;•t. It remain active until your :!: c& Uf1t i. closed. You a;e required
by law to bust both this Cet'titiLate anct (.-t11)1e". (If the posters listed lx:iuw.
You soon he receiving: I COO' ul eat h. II' you retluite atl;Iitiunal
tVpit:ti. tail I_a1'rr and Industries at 60..0 2 - 1X :•1,
•Ynut, Unilictl itusiness Itirmilrct i' she tart} \XZ1i i rtmtlurtInt hu.uur.. «ith Ihc ■■•,►'.Intigtun state tirl,arnurrtt•
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REGISTERED AS PROVIDE) BY LAW Af;
CON; :'I' (MUT GENERAL
REGIST. ## EXP. DATE
CCOI. HIGHCCI007R7 12/27/2003
EFFECTIVE DATE 12/27/2000
HIGH C :OUNTRY CONTRACTORS 'I NC
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revisions topographic
storm and grading plan
lower floor plan