HomeMy WebLinkAboutPermit D97-0319 - LA VISTA APARTMENTS - WIND DAMAGE REPAIRCity of Tukwila L `
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 115720 -0221
Address: 5555 S 152 ST
Suite No:
Location:.
Category: AAPT
Type: DEVPERM
Zoning: HDR
Const Type: V -1HR
Gas /Elec.:
Units: 001
Setbacks: North:
Water: N/A
Wetlands:
Contractor License No DDROOI *0550K
OCCUPANT LA VISTA" APARTMENT
5555-:S152 :, ' "• 152 ST TUKWILA. WA 98488,
OWNER LA APARTMENTS
ATTN 'MANAGER'S OF'FICE, 5555 S 152ND ST,
CONTACT JOHN
,5555•'5 152 ST, TUKWILA WA 981"88
CONTRACTOR ::1):2( D :ROOFING Phone : 253,538-9331
1'3716 CANYON ROAD. BLDG'..C, PUYALLUP, WA 98371
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Permit Description:
REBUIWDAMAGED MANSARD ROOFLINE DUE"JO WIND
DAMAGE:.
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Construction Valuation: $ 4,636.00
PUBLIC WORKS PERMITS: *(Water Meter>Permi;ts Listed Separate) .. Eng. : ;
.0 South:
Sewer.: "
Sibges: Y
Permit Center Authorized Signature:_
Fire
East:
Permit No:
Status:
Issued:
Expires:
Occupancy:
UBC:
Protection:
.0 . West:
Streams:
(206) 431 -3670
097 -0319
ISSUED
03/27/1998
09/23/1998
APARTMENT HOUSE
Phone (206)584 -6732
T U .WA 9.8188
Phone: 20.6;.307 -1983
Date _
.0
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant N No: Size( n`): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut :...
Landscape Irrigation: N
Moving Oversized Load: N Start Time End Time
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
k**************************************************** * * * * * * * * * ** * * * * * * * * * * * *k * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 169.09
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Date ; -p_?
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.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the perfo .nce of work / I am authorized to sign for and obtain this
development mit.,
Signature:
1 ► ✓
Print Name:_
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.
'eemit Con ditions
1 No: change. ;wi i 1, b ;made' to the p;l any 'unl approved by the
5Ar chi r� Erty ineer and the TuE;wi 1a Bui 1d ing Div1 ioh ;
': E1ectr;ical tiperrn1ts shall be bta`' e t eu h ' the W ash in gton
�t:ate Devi ion ;,uf fLabor� and .fitdustri`e' 1�"ya 1
. eta ctir i:ca1
'� worf. wi 1 be iri p .c ec by tf at aganc:y (248 6
3` All per�ntits in pe'ctionl ecord 'a :appr".o+ d 1 r � �ha11 'be
av t ladl t t re a s t te rrior to the st�-t.a�of a-t con
stru Lion` `' , hese ' uments are to be n ar t' i`rie^�1 and aai 1-
able unti t`ina, edtr rin' 4 'a . p p ra ua 1v. I s dgr nt ce n 'g
., icy a' : ryF �,�%
n f ,t.
4 41 1 can r • uc rh on to .. ber� iutte i n coarrna pi oved
plans r equir�erner ?ts of the Unftorm ,BBtri.i fce (199 ,„
S Ed i t i y s amended Un f7nr m Mecha�S14a 1 Code `(199 E,d i t i 1ti�
nd ► t tit :e E� erg Cade ,(1994 Ed.i t t on) ; � •
a Val Ind { � o''Y a "rrriit �h r��ix nd of. a p ermit:or
x P�,
c °, and 'ornput tY� ans 'shall no be con
st;rpU .&i to b a pernn -far, < < an' approval ot an vi ol] inni'ti1
of, # of ° the r ovi�s, orr�;. of 'the ;l�ui ld`tit s<cade of o any •
u,t ordinance` eat the , ur•i ell n No permit pv es uin;trlg t
i au o i t �to�vio1ate 1 aice` c `the
tr� ;� �,, pt �av tons df x i<his �
coil ha l be �altd'> • 717. Y
status ISSUED
App l i e:d 0,9/22"11 997
Issued 11 /27/1998
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Project Name/Tenant:
/,-4 V )r/A
Value of Construction:
�f 7603'6
Site Address: City State /Zip:
3 St, «72 4 / 4 - tacit 144
Tax P r e
- LiOl� l
Property Owner), a VCs--a
Phone:
Street Address: City State /Zip:
Fax #:
_
Contractor: //.‘ n n
// ' !1 1 ?r2/aF.1-r t
Phone: 3 f
SS J
Street Address: City State /Zip:
3 7 /G• lIr<.�,�l'p. t /Zd zee '/ r // /� 644
Fax #:
sJ f- 9"-3.. r
Architect: // ' D yg' fg o
Phone: c//7
Street Address: // City State /Zip:
77o/ J)rx /tr^ '✓1: A/ <-2, r�.r< LAM' _ &M e '
Fax #:
Engineer:
Phone:
Street Address: City State /Zip:
Fax #:
Contact Person: --,
JDl ►t
Phone:
750.7— . /Yrr3
Street Address: City State /Zip:
555 Se. /5 "I 7 Hh r.✓f-l.
Fax #:
Description of work to be n bLl' / / A 4 fa / & 15 . O n L /-7,- 6 9c
,. p LA r f . rr I IA vt" c (` t - 3 C� F d nt�
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office
❑ School /College /University ❑ Other ` ^ " rrrfer&
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ MoteUHotel ❑ Office
❑ School /College /University ❑ Other
Will there be a change of use? ❑ yes ® no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes pa no
Existing fire protection features: ❑ sprinklers 71 automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: existing
Area of Construction: (sq. ft.) (Olio 5 ./-/—
et
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes fa no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF TU R"'WLA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension
❑ Water Meter /Exempt #: Size(s): 0 Deduct
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal
❑ Miscellaneous
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by
limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by
the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date applicatio . ccepted:
PLEASE SIGN BACK OF APPLICATION FORM
CTPERMIT.DOC 1/29/97
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS PLAN REVIEW. OF THE,FOLLOWING: ,.
(Additional reviews may be determined. by the Public Works Department)
Date application expires:
❑ Flood Control Zone ❑ Hauling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
Schedule:
Appliccytlor� takep p (Initials)
BUILDING 0 ER OR AU J OR ZED AGENT:
Signature: `.
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Phi ne: ' 3y-
Date: /iJ
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Fax It: ,- g
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Print name: lI14
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Address -4-7
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ALL COMMERCIAUMULTI -FA V TENANT IMPROVEMENT /ALT A TION PERMIT APPLICATIONS
MU, BE SUBMITTED WITH THE FOLL i ING:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER 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) sts of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
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).
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑ Construction details
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
❑ ❑ 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).
❑ ❑ 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 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 OF? 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 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.
CTPCRMIT.DOC 1/29/97
REVIEWERS INITIAL
REVIEWERS INITIAL
C:ROUTE -F
Pe.rm* • Coor6(trzto! Copy
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D97 -0319
PROJECT NAME LAVISTA APARTMENTS
CORRECTION DETERMINATION:
DATE
APPROVALS OR CORRECTIONS: (ten days)
APPROVED APPROVED W/ CONDITIONS
DATE
DATE 9/22/97
DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 9/25/97
COMPLETE M NOT COMPLETE El NOT APPLICABLE ❑
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE p NO FURTHER REVIEW REQUIRED p
ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.)
I
I
DUE DATE 10/09/97
NOT APPROVED (attach comments) p
DUE DATE
APPROVED n APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) p
REVIEWERS INITIAL DATE
(Certification of occupancy required.
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COMMENTS:
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Date called:
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Receipt No:
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4 1 I ' INSPECTION RECORD
I Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Date:
PERMIT NO.
(206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
COMMENTS:
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
PERMIT NO. •
(206)431 -3670
Corrections required prior to approval.
Date / ^)
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
COMMENTS:
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 9
Approved per applicable codes.
Ins
0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Corrections required prior to approval..
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PERMIT NO.
(206)431 -3670
it
Project:.
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Type of Inspection:
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Address:
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Date called:
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Date wanted:
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Requester:
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Phone:
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. • ti
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
D cl x3
PERMIT NO.
(206)431 -3670
Approved per applicable codes. (Corrections required prior to approval.
COMMENTS:
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met be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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TRANSMI,, Number•: , R9700647. Ama.itr►t 169,09.09/22/97 16:59
Paym thod
e Me: CHECK hotat.io,n: OH ROOFING Irrit KJP
Perrnii;; Nn. L'97 0319; Type., DEVP.ERM.. DEVELOPMENT.. PErM.IT •
Parcel` No.,: 1.15720- .022:1.
S i t'e `Address: 5 5$ S `:152 ST
Total.' Fees -
This P4yment 169.09 Total ALL :Pmts.;. 169.09, ..
Balan _ 0.0 •
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A e i.pt D e s c r i p t i o n
00,0%3.22...It}Q. " BUILDING , RES
000/345..530 p.LAN CHECK - RES
000 /S866.9Q4 ;, STATE' BUILDING •SURCHAR.GE '
John W. Rants, Mayor
.
Steve Lancaster, Director
December 20, 1999
La Vista Apartments
5555 South 152 Street
Tukwila, WA 98188
Dear Sir or Madam:
In reviewing our current permit files, it appears that your permit for rebuilding damaged mansard
roofline due to wind damage issued on March 27, 1998 has not received a final inspection as of
the date of this letter by the City of Tukwila Building Division.
Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the
building official under the provision of this code shall expire by limitation and become null and
' void if the building or work authorized by such permit is not commenced within 180 days from
• the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, if a final inspection is not called for within ten (10) business days from the
date of this letter, the Permit Center will close your file and the work completed to date will be
considered non-complying and not in conformance with the Uniform Building Code and/or
Mechanical Code.
Please contact the Permit Center at (206)431-3670 if you wish to schedule a final inspection.
Thank you for your cooperation in this matter.
Sincerely,
Brenda Holt
Permit Coordinator
City of Tukwila
Department of Community Development
Permit Status D97-0319
5555 South 152nd Street
Xc: ' Permit File No. D97-0319
Duane Griffin, Building Official
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 431-3665
Mar 27,98 12 :11 P.01
REGIBTIRW =M 9ROV WRD SY LAW, A8
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1371.61.!
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RECEIVED
CITY OF TUKWILA
MAR 2 7 1998
PERMIT CENTER
GENERAL NOTES
I. ALL WORK SHALL CONFORM TO TFE 1994 UNIFORM BUILDING CODE AND AS
AMENDED BY THE 1951 WASHINGTON STATE BUILDING CODE, INCLUDING CHAPTER
51 -20 WAC CHAPTER 31 ACCESSIBILITY. ALL WORK SHALL COTTFORT1 TO THE 1991
WASHINGTON STATE ENERGY CODE AND ALL APPLICA3LE NATIONAL, STATE, AND
LOCAL 5AF rY CODE REQUIREMENTS.
2 DO NOT SCALE DIMENSIONS FROM DRAWINGS. VERIFY ALL DIMENSIONS, DATUMS,
AND LEVEL PRIOR TO CONSTRUCTION. ALL DR ARE TO FACE OF STUD OR
FACE OF CONCRETE UNLESS NOTED OTHERWISE. CONSULT WITH ARCHITECT AND
CLLNER REGARDING ANY SUSPECTED ERRORS. OMISSIONS, OR CHANGES ON PLANS
BEFORE PROCEEDING WITH THE WORK
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS
AND METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM
THE WORK
4. THE CONTRACTOR SHALL UTILIZE CONSTRUCTION TECHNIQUES, PRACTICES, AND
PROCESSES THAT ARE STANDARD AND ACCEPTABLE TO NE CONSTRUCTION INDUSTRY
QUALITY STANDARDS. THE ARCHITECT DOES NOT SPECFY OR ASSUME LIABILITY OR
RESPONSIBILITY FOR METHODS AND MEANS OF CONSTRUCTION.
5. THE CONTRACTOR SHALL INDEMNIFY AND SAVE THE OUNER AND ARCHITECT
HARMLESS FROM AND AGAINST ANY DAMAGE, COST, OR LIABILITY FROM INJURY
OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY NEGLIGENCE
OF THE CONTRACTORS, HIS EMPLOYEES, AGENTS, AND / OR SUBCONTRACTORS.
6. THE CONTRACTOR SHALL EXAMINE THE FREMISES TO DETERMINE THE EXTENT OF WORK
AND THE CONDITIONS UNDER WHICH IT MUST BE DONE. NO EXTRA PAYMENTS OR CHARGES
WILL BE ALLOWED FOR CLAIMS FOR ADDITIONAL WORK THAT SHOULD NAVE BEEN
INCLUDED IN ORIGINAL INSPECTION.
1. THE CONTRACTOR SHALL CHECK AND VERIFY CONTRACT DOCUMENTS AND FIELD
CONDITIONS FOR ACCURACY AND CONFIRM THAT THE WORK IS BUILDABLE AS SHOWN
BEFORE PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR 15 TO OBTAIN
CLARIFICATION FRO9 THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION.
S. CONTRACTOR SHALL NOTE THAT NOT ALL MISCELLANEOUS ITEMS OF CUTTING, PATCHING
OR FITTING AiRE INDIVIDUALLY DESCRIBED OR NOTED NERIN. NO SPECIFIC DEGCRIPTICN
OF CUTTING, PATCHING, OR FITTING REQUIRED TO PROPERLY ACCOMODATE THE SCOPE OF
WORK SHALL RELIEVE THE CONTRACTOR FROM RESPONSIBILITY TO PERFORM SUCH
O" < :AS REQUIRED.
a CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRS OF ANY ACCIDENTAL DAMAGE
HE OR HIS EMPLOYEES INFLICTS UPON THE EXISTING U.ORK TO REMAIN. IF, FOR ANY REASON,
DAMAGE TO EXISTING WORK OR UTILITIES 15 CONSIDERED TO BE UNAVOIDABLE, SUBMIT
WRITTEN NOTIFCATION OF THIS BEFORE SIGNING THE CONTRACT. IN THE ABSENCE OF SUCH
NOT -E NATION THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR DAMAGE AND THE COST
OF SATISFACTORILY REPAIRING OR REPLACING THE DAMAGED WORK
10. THE RELOCA" ION OF ANY ITEMS INVOLVED IN THE WORK 15 SUBJECT TO THE CONTRACTOR'S
ABILITY TO DO 50 WITHOUT PERMANENTLY DAMAGING OR MARRING THE ITEMS TO BE
RELOCATED. IF THE CONTRACTOR 15 UNABLE TO RELOCATE ANY ITEM AS PRESCRIBED
4,4EIN, NE SHALL NOTIFY ARCHITECT AND OUNER N WRITING. WITH ONNER AND / OR ARCHITECTS
APPROVAL, HE SHALL SUBSTITUTE NEW MATERIAL TO MATCH EXISTING IN LIEU OF RELOCATING
SAME. CONTRACTOR MAY ALSO ELECT TO USE NEW MATERIAL TO MATCH EXISTING IN LIEU
OF RELOCATION OF EXISTING FOR HIS MN CONVENIENCE
It IN PERFORMING WORK PRESCRIBED HEREIN AND TFE STRUCTURAL AND MEP DRAWINGS OF THIS
WORK, IT WILL BE THE CONTRACTORS RESPONSIBILITY. TO REPAIR ALL ALL EXISTING
CONSTRUCTION DISTURBED, RELOCATED, DAMAGED OR ALTERED AND ALL NEW CONSTRUCTION - -.
INSTALLED, AS REQUIRED TO HIDE ALL EVIDENCE OF WORK AND TO KNISH 11415 - CONSTRUCTION TO MATCH EXISTRNG FINISH AND APPEARANCE.
12. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND
WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE ADVANTAGEOUS DELIVERY
DATE OR A LOWER PRICE WITH CREDIT TO THE TENANT WILL BE PROVIDED WITHOUT SACRIFICING
QUALITY, APPEARANCE, AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE
REQUIRED TO PROVE THAT A PRODUCT FROPOSED FOR SUBSTITUTION IS OR IS NOT CF EQUAL
QUALITY TO THE PRODUCE SPECIFIED.
13. ALL WORK NOTED NLI OR "NOT IN CONTRACT' IS TO BE ACCOMPLISHED BY A CONTRACTOR
OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE A PART CF THE CONSTRUCTION
AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS
AS REQUIRED.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF
ALL DEBRIS FROM THE WORK AREA DURING PROGRESS OF THE JOB.
15. THE CONTRACTOR SHALL COORDINATE ALL UTILITY REMOVAL AND INSTALLATIONS WITH THE
APPROPIATE UTILITY AS REQUIRED.
IS. UPON COMPLETION OF THE WORE, CONTRACTOR SHALL REMOVE ALL DEBRIS, SURPLUS MATERIALS,
AND EQUIPMENT AND THOROUGHLY CLEAN ALL SURFACES 50 THAT THE PREMISES ARE READY
FOR IMMEDIATE OCCUPANCY
rt ALL COLOR SELECTIONS SHALL BE CHOSEN BY ARCHITECT.
IS THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT THE SPREAD Or DUST, DIRT,
AND DEERE 'O AREAS OUTSIDE THE WORK AREA INCLUDING FINISHED AREAS WITHIN THE BUILDING.
19. ALL PLUMBINK, HEATING, VENTILATION. AND ELECTRICAL EQUIPMENT, FIXTURES, WIRING, PIPING,
APPLIANCES, ETC., AND ALL ASSOCIATED APPURTENANCES SCHEDULED TO BE REMOVED SHALL BE
DEMOLISHED AND REMOVED BY THE GENERAL CONTRACTOR WITH ALL DISCONNECTIONS OF SAME BY
THE RESPECT:.'E SUB - CONTRACTOR OF PLUMBING, H.vAL., AND ELECTRICAL. THIS NOTE APPLIES ONLY
TO EXISTING ITEMS SCHEDULED TO BE REMOVED AND /OR REPLACED.
20. OPENINGS AND PENETRATIONS IN FLOOR / CEILING OR ROOF I ASSEMBLIES SHALL BE PROTECTED WITH
THROUGH - PET.ETRATION FIRESTOPS AS REQUIRED BY UBL. SECTION 110.
21. PROVIDE NEAT CUT WHERE UTILITIES PENETRATE RATED WALL AND FLOOR ASSEMBLIES - SEAL
WITH NON - COT BUSTIBLE C -ODE APPROVED MATERIAL IMPERVIOUS TO THE PASSAGE OF SMOKE.
22. TO MAINTAIN WALL FIRE RATING. GYPSUM WALLBOARD SHALL BE CONTINUOUS TO THE FLOOR SHEATHING
(INCLUDING AREAS WHERE BATHTUBS, LAVATORIES, AND KITCHEN WALL AND SASE CABINETS MAY OCCUR).
23. PENETRATING ?EMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES CF BEARING WALLS
AND WALLS REQUIRING PROTECTED OPENINGS SHALL BE PROTECTED WITH THROUGH - PENETRATION
AS REQUIRED BY UBC. SECTION 4055.
24. CONTRACTOR SHALL INSTALL FIREBLOCKS AND DRAFTSTOPS AT ALL. LOCATIONS REQUIRED AS SPECIFIED
IN uB.C. SECTION - toe
25. WHEN A CEILING FORMS THE PROTECTIVE MEMBRANE FOR A FIRE - RESISTIVE FLOOR - CEILING OR
ROOF- CEILING ASSEMBLY, THE CONTRACTOR SHALL REFER TO UB.C. SECTION 1102 FOR INFORMATION
AND REQUIREMENTS FOR INSTALLING FI /TURES OR PENETRATIONS IN THESE ASSEMBLIES
2e THESE GENERAL NOTES AND DRAWINGS APPLE ONLY TO THAT PORTION OF THE BUILDING / PROJECT
iI SUCH • WORK DESCRIBED IN THESE DOCUMENTS 15 SCHEDULED TO BE PERFORMED. THE ARCHITECT
SHALL ASSUME OR ACCEPT NO LIABILITI FOR WORK IN AREAS WHERE NO WORK IS SCHEDULED
TO WE PERFORMED
2, CONTRACTOR SHALL LOCATE EXISTING UTILITIE5 PRIOR TO AN' SITE WORK
2e IDENTIFiCAT10^, ANL REMOVAL OF ASBESTOS SHALL BE PERFORMED IN ACCORDANCE TO THE PUGE1
SOU': AIR CONTROL AGENCY REGULATIONS IT IS THE RESPONSIBILITI OF THE CONTRACTOR
'O SECURE NE - ESLLK` ASBESTOS REMO /AL PE R^1ITS
SCHEDULE OF DRAWINGS
POOL
UBST BUILDING
PARKING
REC. BLDG.
HATCHED AREA
INDICATES LOCATION
OF I1W0RK
A -I SITE PLAN, GENERAL NOTES, SCOPE OF WORK, INDEX OF DRAWINGS
4 -2 UNIT PLANS, NOTES
SI ROOF FRAMING DETAILS
SITE PLAN
NO SCALE
SOUTH 152ND STREET
6
PARKING
STATISTICS
PROJECT ADDRESS.
TAX ID. NUMBER:
BUILDING OCCUPANCI
CONSTRUCTION TYPE.
AREA OF WORK PER FLOOR.
NUMBER OF FLOORS.
TOTAL AREA
PARKING
1
J
5555 S.I52nd
'- . VILA .WA 55155
115120-0221
R
J -I NR
2000 SF PER FLOOR
:FLOORS
5000 SF.
NO CHANGE TO TOTAL AREA OF EXISTING BUILDING.
No CHANGE
SCOPE OF WORK
PARKING
REPAIR EXISTING INTERIOR AND I1 /TERIOR, STRUCTURAL AND NON. E,IRUCTURA,
COMPONENTS OF EXISTING AFAR - MEN' UNITS AS INDICATED ON PLAN REPLACE
EXISTING MANSARD ROO
DEODORIZE TREAT FOR MILDEW .SAD DR` Du" .c CA /ITIES AND X'JRF ACE`
PRIOR TO REPLACING FINISHES
APARTMENT IF! 'F. OF WHICH UIOR+' IS T! MS P'ERPoPYIEC ARE JIWTS •.I ..-1 r r
'I AND 12
it
1
M ._— FIl6 COQ .
i'- I 'H I ItGI SX Pinr�C.t'r''
lHf nlE
(L,1 fl: .1111X ,1 110 i1u111 �.
/ N ,vXU,P
..�.� XuaaV �� IGN
ECEIVED
Gltt R OF TUNWILA
SEP 2 2 1997
PERMIT CENTER
D 7-0311
C I of iliKVA 1 ,
APPROVED
0(1 ,10 1997
L/' VISTA
APARTMENTS
5 S. 152nd
1F .MILL,, WA
WA GF1 DAMAGE
REGISTERED
ARCHITECT
;DANDY F. KART
STATE DI WASHINGTON
r
''.' !oar
§11 PLAN,
GENER'A1_ NOTES,
STATISTICS,
INDEX CIF DWGS.
96U.3
GENERAL STRUCTURAL NOTES
THE FOLLOWNG APPLY UNLESS SHOW OTHERMS( ON ■T PLANS j
A G,N"RAL
B. CARPENTRY
ALL MATERIALS WORAMAN H DESIGN AND CON - NFU' SHAH CONFORM 10 THE DRAWNGS.
THE UNIFORM BUILDING CODE (1994 EDI110NI -
TURAI DNANNG.S SHALL BE USED W L'JNAJN' ;TIN WITH ARCHNETURAL DRAWINIS FOR 8119Th a +l
CONSIRUCTON CONTRACTOR SHALE VERIFI DIMENNSONS AND _'ONLE FOR COM 0.11.• WI. AP,
O AN DISCREPANCIES PR10R TO CONSTRUCTL ,
3 CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS. MEMBER SEES. AND CONDITIONS PRIOR IV 'C.EALNUN', ANNE
WORE. ALL DIMENSIONS O EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED At GUIDELINES LRNL1 AND MUST
BE VERIFIED
4 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENT. UNTIE ALL FINN.
CONNECTIONS HAVE BEEN COMPLETED M ACCORDANCE NTH THE PLANS
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRLCAUTIONS AND THE METHODS. TECHNFD4S. SEQUENCE'. OF
PROCEDURES REOUIRED 10 PERFORM HIS WORK. STRUCTURAL DESIGN OF THE BUILDING IS BASED CAL RESISTANCE TO DEAD
LOADS. CODE SPECIFIED LATERAL LOADS, AND MAMMON EXPECTED SERVICE LOADS
6. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT 'END ',TRH . RAE ENGINEER TCF
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION CHANGES SHOWN ON SHOP DRAWNGS ONE • WU NOT SAPSF I 6,
REOUIREMENT
1 DRAWINGS INDICATE GENERAL AND TYPICAL DETALS CA CONSTRUCTION. WHERE CINODUNS ARE NFH SPECIHLALIE
INDICATED. BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAILS OF `FONSTRU(TILN SHALL BE IF, .
SUBJECT TO RENEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.
I FRAMING LUMBER SHALL BE LARDED AND MARKED IN CONFORMANCE WITH W.CLLB STANDARD GRALFA RULES FOR WELL
COAST LUMBER. LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS
JOISTS ALSO RAFTERS: 2A AND 3X DOUGLAS -FR NO. 2
BEAMS AND STRINGERS: 4% DOUGLAS -FIR NO. 1
6X AND LARGER DOUGLAS -RR NO 1
POSTS AND UMBERS: 6% AND LARGER DOUGLAS -FIR NO. 1
STUDS PLATES N MISC Ll. FRAMING: DRAGONS - STUD GRADE
TOP AND BOTTOM PI ATES AT BEARING WAILS: DOUGLAS FIR CONSTRUCTOR GRADE
ALL LUMBER NTH A LEAST DIMENSION OF 2 INCHES (NOMINAL) SHALL BE STAMPED SURFACE -DRY AND SHALL HAVE A
MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19% LUMBER Win A LEAST DIMENSION OF 4
INCHES (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE - GREEN AND AIR -DRIED TO A MOISTURE CONTENT O NOT MORE THAN
19% PRIOR TO ITS USE IN FRAMING THE STRUCTURE
2. SHEATHING SHALL BE APA PERFORMANCE RAZED PANELS PER HER REPORT NUMBER 108. SHEATHINC MAY BE PLYWOOD PER
UBC SID 23 -1 OR ORIENTED STRAND BOARD (008) PER UBC STD 23 -3, UNLESS NO110 OTHERWISE PLYWOOD PANELS SHALL BF
GRADE CD AND ALSO CONFORM TO PS I -83 (U.B.0. SID 25 -9). ALL PANELS 4IASL BE IDENTIFIES AS OA0000RE 1 UNLESS
NOTED OTHERWISE. PANEL RAZING TO BE AS ADi OS UNLESS NOTED OTHERWISE.
ROOF- 19/32" (OR 5/8") THICK, 40/20 (MATCH EMSTNG)
WA L 15/31" THICK, 32/16, OR 1/2" THICK, 24/0 (MATCH DOSING)
UNLESS OTHERWISE NOTED ON TIE PLANS, ROOF SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPEIFTS AND
NAILED NTH 100 NAILS M 6" o.c. TO FRAMED PANEL EDGES AND OVER STUD WAILS SHOWN ON PLANS AND A 12` o c TO
INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CUPS N I6" oc. Al UNBLOCKED ROOF SHEATHING EDGES.
TOENAIL BLOCKING TO SUPPORTS NTH 16d NAILS, UNLESS NOTED OTHERWISE
SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE LA THE SHEATHING
3 NOTATIONS ON DRAWINGS RELATING TO FRAMING CUPS. JOST HANGERS AND OTHER CONNECTING DEVICES REFER TO
CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE;SIMPSON SIRONG-DE COMPANY. SAN LEANDRO. CALIFORNIA
EQUIVALENT DEVICES BY OTHER MANUFACTURERS NAY BE SUBSTITUTED, PROVIDED THEY HAVE I C.B O APPROVAL FOR EQUAL OR
GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ISO REPORTS TO ARCHITECT AND ENGINEER FOR ROPER
WHEN REQUESTING SUBSTITUTIONS. All SPECIFIED FASTENERS MUST BE USED AND P105 ER INSTALLATION PROCEDURES MUST F6
OBSERVED IN ORDER TO OBTAIN IDOL APPROVED LOAD CAPACITIES. VERIFY THAT ION DFMENSL N'. OF THE SUPPDRnN
MEMBER ARE SUFFICIENT ID RECEIVE 1140 SPECIFIED FASTENERS.
4 WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTNERNSE SHOWN ON THE PLANS
4 1 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TG THE MINIMUM "LFANOARD` OF
UNIFORM BUILDING CODE- MINIMUM NAILING. UNLESS OTHERWISE NOTED, SHALL CONFORM Tc.
UNIFORM BUILDING CODE
4 2 WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 X 4 STUD`. A 16 TW'
STUDS MINIMUM SHALL BE PROVIDED Al THE END OF ALL WALLS AND AT EACH UDE OF ALL OPENINGS As) STIED WALL_
SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH '5a NAIL
AT 12' oc. STAGGERED. U.N.
4 3 NAILS SHALL BE MANUFACTURED IN CANADA Cl THE UNITED STATES IN SIZES AND TYPES A` , Fist LOW' UNLCSS
NOTED OTHERWISE
PNEUMATIC NAILING - PLAIN SHANK. COATED CR GALVANIZED
Bd = 131 DIAMETER X 2 -1/2" MINIMUM LENGTH
10d = .131 DIAMETER X 3" MINIMUM LENGTH
16d = 131 DIAMETER X 3 -1/2' MINIMUM LENGTH
HAND NAILING - SINKERS. COATED
8d = Il -1/2 GAGE X 2 -3/8'
10d = 11 GAGE X 2 -1/6'
FIN = 9 GAGE e 3 -7/4'
FLASH 4X4 ENDS TO
NATCH EASING TIP
SECTION 1
2r BLOCKING —
PER
H3 Eh 5,2Ee
4 -4 T7P.
FLASH 4X4 ENDS TO
MATCH EXISTING, DYP
I/
(E) EXTERIOR . - --
WALL. TTP
- — — H A
- — — —
II II
EXIST HEADER LL — —
EXISTING MANSARD FRAMING,
TO REMAIN
HANSARD ROOF ( 1 SIM
PARAPET, 11P
NEW MANSARD
TO BE INSTALLED
(MATCH EASTNC)
HANSARD ROOF ''-
PARAPET, TOP
ii
F_1 HEADER
o(
1
(0) EXTERIOR
I E WALL. 11P
I I
I I
SECTION 2
PARTIAL ROOF FRAMING PLAN
;9 c
DIN CONE LEDGER '
W/ (2) 16d TO EACH
STUD, TIP
2x STUDS A 16"oc
2r4
W/ SIR MI'S
32 "oc
NORTH
10d A 6"oc, PER
RECEIVED
CI ry OF IUHWIIA
SEP221997
PERMIT CENTER
DL
f NGII)EERi5(,
, LANNiiJI`-
MANAGEMENT
701 DEXTER AVE N. 0
SEATTLE. WA. 98009
!70E,! 285 -4300 MIR
O l M P I C
ASSOCIATES
COMPANY
Si
LAVISTA
APARTMENTS
TUKWJLA, WA
ROOF FRAMING
& DETAILS
,.. r.v . F F= SNAP'
NM RM90R
NOTES:
L ALL PERIMETER WALLS, COMMON WALLS, FLOOR /CEILING ASSEMBLIES 4 ROOF /CEILING
ASSEMBLIES SHAI L BE RATED ONE HOUR
2 WALL CAVIT' FLOOR/CEILING CAVITY INSULATION, WOOD TOP t BOTTOM PLATES, BEAMS,
JOISTS AND INTERIOR GU/5 SHALL BE TESTED w/A MOISTURE PROBE AT LOCATIONS
THROUGHOUT TO DETERMINE THE EXTENT OF WATER INTRUSION AND THE AMOUNT CF TYP.
INSULATION AND C-UlF3 TO BE REMOVED AND REPLACED. AT LOCATIONS WHERE WET ABOVE
INSULATION IS FOUND, GWB AND INSULATION SHALL BE REMOVED, ANTI- MILDEW MEASURES
7 AKEN, WALL CAVITY ALLOWED TO DRY AND NEW INSULATION AND GW5 BE INSTALLED.
3 ALL LOCATIONS WHICH TEST POSITIVE FOR MOISTURE SHALL BE TREATED FOR MILDEW
BEFORE FINISHES ARE REPLACED.
4 CABINETRY, FIXTURES AND APPLIANCES SHALL BE REMOVED AND REINSTALLED WE
REQUIRED TO ACCESS AREAS OF WORK.
5 TEXTURED CEILINGS WHICH DO NOT NEED TO BE REPLACED, BUT ARE STAINED, SHALL BE
PAINTED.
6. WEB CEILINGS WHICH NEED TO BE REPLACED SHALL BE TEXTURED TO MATCH EXISTING.
INTERSECTIONS OF EXISTING DEB WALLS AND NEW GILD WALLS SHALL BE TAPED AND
EXISTING WALLS SHALL BE TEXTURED TO MATCH EXISTING TEXTURE TO CONCEAL WALL
TAPE.
S. COMMON WALLS AND FLOOR /CEILING CAVITIES TO WHICH WORK ARE PERFOR1ED E4 -IALL
HAvE SOUND BATTS INSTALLED TO MATCH EXISTING. IF RC CHANNEL IN PART OF THE
COMMON SOUND ASSEMBLY, RC CHANNEL SHALL BE REPLACED WE REQUIRED.
9. NEW GWB SHALL BE TAPED AND TEXTURED TO MATCH EXISTING TEXTURE, SEALED, AND
PAINTED
10. CARPETS WHICH DO NOT REQUIRE REMOVAL SHALL BE CLEANED AND DEODORIZED.
CARPETS DAMAGED BEYOND CLEANING AND DEODORIZING SHALL BE REMOVED AND
AFTER THE SUBFLOOR HAS BEEN TREATED FOR MILDEW AND DRIED, NEW CARPET AND
PAD SHALL BE INSTALLED.
11. STAINED WOOD BASE TRIM SHALL BE REPLACED OR REINSTALLED AS REQUIRED.
12. VINYL FLOOR CO'.'ERIN3S SHALL BE REPLACED AS REQUIRED.
13. REPLACE SUBFLOORING WE REQUIRED PRIOR TO LAYING NEW FLOOR COVERINGS.
14. REPLACE PLASTIC LAMINATE COUNTERTOPS BACKSPLASHES AND SHOWER ENCLOSURES
AS REQUIRED.
15. EXHAUST FANS SHALL BE REPLACED AS REQUIRED WITH NEW FANS CAPABLE OF MOVING
TEE SAME VOLUME OF AIR WE THE EXISTING FANS. FANS SHALL BE CONNECTED TO EXIST.
DUCTS AND IF DUCT/FAN SPACE IN FLOOR/CEILING CAVITY 15 LINED WITH GLIB, GWB SHALL
BE REPLACED AS REQUIRED.
16. BATHROOM AND KITCHEN DISPENSERS AND ACCESSORIES SHALL BE DETACHED AND
REMOUNTED AS REQUIRED TO PERFORm WORK
REMOVE AND REMOUNT CLOSET SHELVES, ROD t POLE, AND DOORS AS REQUIRED TO
PERFORM WORK
1 5 PRO/'IDE NEL OR REINSTL__ E /'.S STOKE DETECTORS PER UGC SEC. 31 0.5.
METAL ROOFING TO MATCH EXIST.
ON 30 FELT ON SE SH'PLAP -
/ENT BLOCKING WITH E11G
SCREE, 'C MGTC. E /STING
PAINT UNDERSIDE OF OVERHA1
AND EXPOSED TAILS OF FRAMING
TO MATCH EXISTING
OVERHANG DIM. I STYLE TO
MATCH EYIST - -
• _r
— EXIST. STRICTURE
DIM. TO MATCH EXIST.
ANC-,0. RIDGE FLASHING
ft/CLEATS AND /OR FASTENERS
wMEOPRENE WASHERS - I
MANSARD DETAIL
,, A2 A.' RA_E 3/4•
-_ MANSARD STRUCTURE PER
STRUCTURAL ENGINEER
SEE SHEET E1 -_ -
E05T ROOF STRUCTURE
REPLACE INSULATION AS
/ REGD.
DEVILLING UNIT
CONT. CANT STRIP
NEW MANSARD ROOF AXONS - SEE 51 i
PARTIAL ROOF FRAMING FLAN FOR I
EXTENT OF MANSARD REPAIR
METAL ROOFING TO MATCH EXISTING.
PAINT OUT UNDERSIDE OF SHEATHING,
FRAMING AND EXPPSED RAFTER I
TAILS TO MATCH EXISTING —�
PROVIDE NEW R -19 BATT INSUL TO REPLACE I
EXISTING IN ROOF OF TOP UNITS. PROVIDE
BUG SCREENED VENT BLOCKING TO REPLACE
EXISTING (VERIFY EXIST VENT AREA L./EXIST.
ROOF) AND BAFFLES AS REQUIRED TO
SUPPRESS INSUL. t PROVIDE I" MIN. CLEAR
VENTWAY AROSE INSUL. TO MATCH EXIST. — _
PAINTED METAL GALS. RIDGE
FLASHING w/DRIP EDGE
—_
NEW 3 -PLY BUILT -UP ROOFING
,'ALUM. COATING OVER 5 /E"
TREATED PLYWOOD in
it
EL
L
O
0
PATIO/DECK
STG.
STG.
PATIO/DECK
DINING
ReNTRT
O O
O 0
0 0
, KITCHEN
-- 5/8" TYPE 'X' GUS TYP.
THROUGHOUT - REPLACE
AS REQD.
DINING
UNIT PLANS
SCALE 1;4" " I 0'
IL VING
L REPLACE EXISTING INSULATION
AND RC CHANNEL COMPRISING
SEPARATION WALL AS REQUIRED
TO MATCH EXIST. ASSEMBLY
I SHALL HAVE 5TC OF 50. --n
LIVING
JO
OEDR0_ _M
BEDROOM
WORK AT STAIR TOWER
TO INVOLVE REPAIR OF
MANSARD t CONNECTING
NEW MANSARD TO EXIST,
E3EDROOM
BEDROOM
INSULLT_ ION
ROOF _ .. R IS EATS •
E /TERIOR WAILS N - I , BATTS
FLOOR /CEILING R -I' BATTS
COMMON WA__ T
E /TERROR WA_K:,A
NG ',i02
0 3 /
0 ` \0c
R
aTV oP
SEP 2 2 1997
PERMIT CENTER
LA VISTA
APAR') MENTS
5555 S. 152nd
TUKWILA, WA
WATER DAMAGE
1 REGISTERED
ARCHITECT
ItlHU1' f. i
$It1I OF N4StION
UNIT PLANS,
NOTES
k
96015