HomeMy WebLinkAboutPermit D05-290 - CRYSTAL RIDGE CONDOMINIUMS - DECKSCRYSTAL RIDGE
CONDOMINIUMS
15335 SUNWOOD BL
DOS -290
City of Tukwila
Steven M. Mullet, Mayor
Department of Commuttity Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: c0tikwila.wa.its
DEVELOPMENT PERMIT
Steve Lancaster, Director
Parcel No.: 3597000200
Permit Number: D05 -290
Address: 15335
SUNWOOD BL TUKW
Issue Date: 08/15/2005
Suite No :'
Permit Expires On: 02/11/2006
Tenant:
Name:
CRYSTAL RIDGE CONDOMINIUMS
Address:
15335 SUNWOOD BL, TUKWILA WA
Channelization / Striping:
Owner:
Name:
CRYSTAL RIDGE HOA
Phone: (206)852 -8195
Address:
C/O BELL - ANDERSON & ASSOC, PO BOX 5640
N
Contact Person:
0 Size (Inches): 0
Flood Control Zone:
Name:
JERRY COSGROVE
Phone: 206 - 696 -2581
Address:
224 NICKERSON, SEATTLE WA
Start Time:
Contractor:
Land Altering:
N
Name:
MCBRIDE CONST RESOURCES INC
Phone:
Address:
224 NICKERSON ST, SEATTLE WA
Contractor
License No: MCBRICRO993Z
Expiration Date: 03 /25/2007
DESCRIPTION OF WORK:
REPAIR EXISTING DECKS: REMOVE AND REPLACE EXISTIND DECK PLYWOOD, RAILINGS. NEW FLASHINGS AND
ELASTOMERIC COATINGS.
Value of Construction: $21,296.00
Fees Collected: $718.79
Type of Fire Protection:
International Building Code Edition: 2003
Type of Construction:
Occupancy per IBC: 0021
Public Works Activities:
i
Channelization / Striping:
N
Curb Cut / Access / Sidewalk / CSS:
N
Fire Loop Hydrant:
N
Number:
0 Size (Inches): 0
Flood Control Zone:
N
Hauling:
N
Start Time:
End Time:
Land Altering:
N
Volumes:
Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
N
Moving Oversize Load:
N
Start Time:
End Time:
Sanitary Side Sewer:
N
Sewer Main Extension:
N
Private:
Public:
Storm Drainage:
N
Street Use:
N
Profit:
N Non - Profit: N
Water Main Extension:
N
Private:
Public:
Water Meter:
N
doc: IBC - Permit D05 -290 Printed: 08 -15 -2005
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City of Tukwila
Departnteitt of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.us
Steven M. Mullet, Mayor
Steve Lancaster, Director
Permit Number D05 -290
Issue Date: 08/15/2005
Permit Expires On: 02/11/2006
Permit Center Authorized Signature: Date:
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 provisions of any other state or local laws
regulating construction or the performance of work. I am authorized to sign and obtain this development permit.
Signature: G� �� Date: S S
'-'
Cos
Print Name: S C� i
t
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.
doc: IBC- Permit D05 -290 Printed: 08 -15 -2005
City of Tukwila
T9pd
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 3597000200 Permit Number DOS -290
Address: 15335 SUNWOOD SL TUKW Status: ISSUED
Suite No: Applied Date: 08/08/2005
Tenant: CRYSTAL RIDGE CONDOMINIUMS Issue Date: 08/15/2005
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
I start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: All. wood to remain in placed concrete shall be treated wood. i
6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
j 8: Manufacturers installation instructions shall be available on the job site at the time of inspection.
9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
* *continued on next page **
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doc: Conditions D05 -290 Printed: 08 -15 -2005
�g City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
regulating construction or the performance of work.
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. i
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws i
J' . Signature: Date: S
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doa Conditions
D05 -290
Printed: 08 -15 -2005
(g* CI TY OF TUKWILA
Community Development P-oartment
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Applications and plans must be complete in order to be accepted for plan review.
C_ Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION ;
King Co Assessor's Tax No.: h M (_)Z_6
Site Address: S 3 3 5- 5 VA) WOO 13 L VD, Suite Number: Floor:
Tenant Name: C R Y S 7'4 L New Tenant: ❑ .... Yes [:]..No
Property Owners Name: C R. e i S i A L R 10Cj r_ 140 H 7- C9 W N 9Q_ S A$ S /V.
Mailing Address: S3 5 - 0 SV N VJ000 13L VP. tt 3y1 7'V11W/L.LA VJ4. 5'81 E38
City State Zip
CONTACYPERSON
Name: 120 1 /-/ OL M Vl/14LL Day Telephone: 1?7 Q ' 2 Z 7 2
Mailing Address: l 464 20 1'{/1r' W k S V l l< V✓ D f R L! N G i p JJ IAl c 18 Z 2
City State Zip
E -Mail Address: Fax Number:
GENERAL CONTRACTOR INFORMATION:' (Mechanical Contractor - information on. back page)
Company Name: M C S IR 10 E C C? 9-15 R f S o v R C L$
Mailing Address: 2 Z N N C W l; 2 5 a Aj 4r"F -SC W4 .. `10 /0e/
City State Zip
Contact Person: C 44 R I- ES S kfo R P 9 Day Telephone: 2, V 2 3 7 /21
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date: 3 ' 2 5- O 7
* *An original or notarized copy current Washington State Contractor License must be presented at the time of permit issuance **
ARCHITECT OF RECORD All plans must be wet stamped by Architect 'of Record
Company Name: N / a
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
ENGINEER OF- RECORD = All plans must be Wet stamped by. Engineer ofRecord
Company Name:_
Mailing Address:
Contact Person:
E -Mail Address:
q: \\permits plus\icc changes\pcunit application (7 -2004)
Revised: 6.9.05 Page t
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City State Zip
Day Telephone:
Fax Number:
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BUILDING PERMIT INFORMATION 206..431-3670
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Valuation of Project (contractor's bid price): $ 2 f, Z c y �•'� Existing Building Valuation: $
Scope of Work (please provide detailed information) TPA r R zxz S 7 - iiie, b 2 CIS S ' P z mo V r-
(� 01AC1. D £cC< G , R E MOUE 4t ROLACE RAIL/06S. NFaV
FL- 4S1 {ItvC7S * ZG.ASFaMz2[G. CC ATt1
Will there be new rack storage? ❑ ..Yes ❑.. No If "yes ", see Handout No. for requirements.
Provide All Building Areas in Square Footage. Below
PLANNING DIVISION:
Single - family building footprint (area of the foundation of all
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of
*Provide documentation that shows that the pri cil
Number of Parking Stalls Provided: Standard:
plus any decks over 18 inches and overhangs greater than 18 inches)
ipal dwelling: Floor area for accessory dwelling:
owner lives in one of the dwellings as his or her primary residence.
Compact: Handicap:
Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain:
1
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑.. Sprinklers ❑ ..Automatic Fire Alarm
Will there be storage or use of flammable, combustible or
1f "yes", attach list of materials and storage locations on
tiMpetmits plus%icc changestpermit application (7 -2004)
Revised 6.8.05
bh
,dime ❑ . Other (specify)
)s materials in the building? ❑..Yes ❑ ..No
8 -112 x 11 paper indicating quantities and Material Safety Data Sheets.
Page 2
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Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC ..
Type of
Occupancy per
IBC
V Floor:.
2 ". Floor
3 .Floor.
Floors thru
Basement .
Accessory, Structure*
Attached Garage
Detached.Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single - family building footprint (area of the foundation of all
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of
*Provide documentation that shows that the pri cil
Number of Parking Stalls Provided: Standard:
plus any decks over 18 inches and overhangs greater than 18 inches)
ipal dwelling: Floor area for accessory dwelling:
owner lives in one of the dwellings as his or her primary residence.
Compact: Handicap:
Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain:
1
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑.. Sprinklers ❑ ..Automatic Fire Alarm
Will there be storage or use of flammable, combustible or
1f "yes", attach list of materials and storage locations on
tiMpetmits plus%icc changestpermit application (7 -2004)
Revised 6.8.05
bh
,dime ❑ . Other (specify)
)s materials in the building? ❑..Yes ❑ ..No
8 -112 x 11 paper indicating quantities and Material Safety Data Sheets.
Page 2
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MECHANICAL PERMIT.INFO- "ATION = 206=431 -3670
MECHANICAL CONTRACTOR INFORMATION
Company
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Use: Residential: New .... ❑ Replacement..... ❑
Commercial: New .... ❑ Replacement..... ❑
FuelTvae Electric ..... ❑ . Gas .... ❑
Other:
Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler /Com pressor:
Qty
Furnace <100K BTU
Air Handling Unit >10,000
Fire Damper
0 -3 HP /100,000 BTU
CFM
Furnace>100K BTU'
Evaporator Co oler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
Thermostat
15 -30 HP /1,000,000 BTU
to Single Duct
Suspended /Wall /Floor
Ventilation System
Wood/Gas Stove
30 -50 HP /1,750,000 BTU
Mounted Heater
Applianc e Vent
Hood and Duct
Water Heater
50+ HP /1,750,000 BTU
Repair or Addition to
Incinerator - Domestic
Emergency
Heat/Refrig/Cooling
Generator
System
Air Handling Unit
Incinerator — Comm/Ind
Other Mechanical
<I0,000 CFM
I
Equipment
PERMIT APPLICATION NOTES AppLcable to all perm><ts in this app Ucation.
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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested
in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
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
Signature: Date:
Print Name: 2 P y C G 2 0 V E Day Telephone .( G) 696 2 - 5 - r
Mailing Address: `2 Z-'4 N ( K LQ S o tJ 5 6 47 - 7 - 1- t, LA/A 10
City State Zip
Date Application Accepted: Date Application Expires: Staff Initials:
q: \\permits plus\icc chan8es\permit application (7.2004)
Revised. 6.8.05
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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.: 3597000200 Permit Number: DOS -290
Address: 15315 SUNWOOD BL TUKW Status: PENDING
Suite No: Applied Date: 08/08/2005
Applicant: CRYSTAL RIDGE CONDOMINIUMS Issue Date:
S
Receipt No.: R05 -01158 Payment Amount: 718.79
Initials: BLH Payment Date: 08/08/2005 11:10 AM
User ID: ADMIN Balance: $0.00
Payee: MCBRIDE CONSTRUCTION RESOURCES
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TRANSACTION LIST: Y
Type Method Description Amount
Payment Check 1555 718.79
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ACCOUNT ITEM LIST:
Description Account Code Current Pmts
. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------
BUILDING - NONRES 000/322.100 432.90 j
PLAN CHECK - NONRES 000/345.830 281.39
STATE BUILDING SURCHARGE 000/386.904 4.50
I Total: 718.79
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5893 08/09 9716 MTAL 3997.65
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doc: Receipt Printed: 08 -08 -2005
Pr 'ect: '
Type of Ins e6tiop:
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ate Called:,
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Special Instructions:
ate Want : I
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Req ster: I
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Phone No:
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INSPECTION RECORD
Retain a co py p ermit
with it
INSPECTION NO. PE
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
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IP ject:
Ty, e of I pection:
ddress
ate aped:
UC,J7�.
Special Ins ructions:
Date Wanted: -7 -
zi- p.m.
Requester:
Ph one NO:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
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1 2, 0 US
8.0 REINSPECTION FE EQUIRED. Pri to inspection, fee must be
paid t 6300 Southcenter 61 ., Suite 10 . Call to sechedule reinspection.
alp No.: Date:
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NOTICE: IF THE DOCUMENT IN THIS FRAME is LESS CLEAR - THAN
THIS NOTICE IT IS DUE TO THE QUALITY, OF THE DOCUMENT.—
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lieckLietaits vor Approved:
Crystal Ridge Condominiums Ron E. Holmwall, Const. Consultant
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NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN.
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
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Deck Details Ron E. Holmwall, Consultant
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07/13/2005 14:20 FAX 2062845670 WEIRIDE tQg0Ut3 /uz�
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To p R.au i rod les A.vana vie
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1 THl• MATERIAI. C N JAWED HEREIN IS — vPo RIFTM(Y rO AMERK AN :iTKUGTURE5 K DESIG INC.
AND SI•UILL NOT BE RCPRODUCF.D. DISCLOSED. OR UR[LT FOR ANY OTHFN
PURI'OSt:' WITHOU I' 7H F WRIT' CONSENT OF INNOVATIVE JLI.Uf'AINUM INC.
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Report M. 481 - 1456 — 4c 13028343 -4 Page 3 ors
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ReNdsd DttN: Sttpteaabet li 2901
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InlerTek Testy Servicm NA lAdU 1►an wck Hersey has coculamd Utsureem and Conandutra bad torts on an sbttetiaum
rear" assembly matt 6chaad at EzeeU Uliog Systems Ltd. nasufaaowing plsot in Sum. BC. The rail asstattbly
Wm a idealitied an Ilse "CwVonatt Glass Syshm (42" Height)" and wars tested tab 7amuwy 19, 20011.
The testing vans cooduclod Io detet+ttthn o if dw Clued Reif Anetltkly h in aocotdrau WM to BOCA NadaW H+tikling
Cede /3999. seotdoar 16118,2 40uard O Wp and ConsttucOW and 1615A.2.1 'ttn�ritt Areas ".
A 1hadw ettproolimt ovalvstion err dw section pnpettlea of the ow pros ExGell Rauttd ad Fxodl &�twm V cWW
Pick lop trail was egadtt W oil 7a1y 30. 2W2 as Vw e(Pcgca No.: 3025343, 11da esvakulice was to dett;mdos if
The one-Om tail system would pe*cm as well at bests than the lwo.pioce section. Fiedirtt that the onap(oec
systems is art aceopfabia Alaernate it bas beta inchAed w doir :gross
In adididaa so tits shear, sat evatwdon was cwadutttd to de%rn* d If do shred mil sssettablr steels the lead
rogrtireratttMs ofdte folettaatio=I buiidiat Cole 2000 (3110, Se041a 1607.7.1.
Df39CWr'iXON
Ttc pardcail ia (120") nits s msmd ft a tJmw post to carnet poat(wbidt it defiles as stoat ediale post on afi&spam)
acrd i3 (42 ") NO toessund tram dock lend t0 the sop of dw pw&ajL
nw top Mil is oonattuecsd In tt+ro pieces cot'tsA ttg of a sub -tail and a staq"m Sgvatc Top Pail trap. '[rte sub -nil is
faatcood b Otc top of each owm=poat as t me #12 x I - 1n" petstitesd ore%". 7W coma slaavapsctieu oftho top cep is
antra cut sad wtldcd and catsasnds aptxoamasaly a" 10 eltba sits. SWA lop cap suss ecotinuously from one 90" voeaer
a4111DO c b tho sorest. VAwe tbo top aed !bettors WA3 aaRaeb w tie building wait dtructaac a wdl ttttaoheent plate it
pcOwdod
A 2 -In" Bride x 3" b;sbx IW plat: arsemMy (eontpkw with 1 -1 n" loos wu ltkdaleew) is Orin std m tiro and
of do armil wins two ML2 x I -In' pagltead sasews and dun 014 x 2' panlmsd screws (eozWkta with Mayo b isnd,
tmdel MNghfA013osva aseltora)Mrbloltaehwr• tla wW aMaahaaastylate adte ewctob wait aonec0M A i- 1Q"Mdax2-
7 / hkb x 1/8" duck shminum pLas Wmailtly Is faNceed to fie ettd of dw botrotaead wim a sin& 05 x 3N self
1 110 ft pa &"4 4=00 MW two 014 x 2" padited a mm (compiota wi* M Oap kw4 AD" MNSX40 skew aocb=)
whkh aCM= 60 Wall attlld=ot p1Na b sibs oauctrek wall film om Tito bonac amd1s me Qtata nd to X11" ktgg enWttdod
ttNae*um tail clip ua t a sin& 08 x )14" selta Wog psabgd xrsw. Fsch of the Fail diM focaled on oithar side Of
etch post, Arc fastened m the pvsl Mlhtt ra D M12 x I U2* paaitaas oecaWL
A sssaperad glut panel 0-22r (3.630m) W* is AWon9ed bomim the lop W% -rail and &a tapered ehaaad doped
bmsoair1". A co- vmn*od vinyl sleet►als provided within both tda by sub -Fag chancel surd rho boltunh rail ebadadl.'ihe
Aryl skcve ire dw top ebaottt:l is sppcoarittr+tely I "dccp. 71m vinyl sleeve in 66 bottom ehaaotel its appee/timately 112'
deep.
lire caMBf pests are 1 -5/e' squsne C*4gdere wrhb a screw abase at each ktelde ootaer and n*j sootlon with a .wtl
Wckiwn of 4. 068' IN* An alooiottrmbaaeplab Coca uft 3.3/2" x 344' x 1/4* dbdek was lhatuxad b site bare ofeadt
post using f0at 012 x 2" hardened aced OaOtadd tgiplrtg screws (Riobocum WhOeboun 1�pe "A"). Few 014 x 2"
pawlttad sccet#ra (ao OF 1AN will bbwgp bra 4 aowdel MNUO dloow apehots) noun mob post to the oopcede tlooa.
. suppottittg �s hotaotet tddway bwweeA flee poNs ate l n , tatltaate (0.060'wd1t tbielothca.) picot sarppatt leg
which is artaptaod stern Fasts ae derxidv oftite rottont raft and Eeettrod with a aittgb tot x 1/Z• salftappbtt seaxw Exh 1st it
fA11CWd b the COMIC* floss wing a 012 x 2" Phuhnd screw jecu�plete with a Mun p bnsrd, mode! MN8x46 sleeve
aanolm). Sae attachod dtatriey in trite Appcodlx for testis ad a gendril layout.
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SUM FAIllns Systowts Ltd, March 6.20M
Rs�ea� No 481 -1436 - 4e 13WI343 -4 tam 4 ors
CODs RIB OUIR>rJYWM Rswlsed bate: septatttbr 1 2w
141eraadeaal sulw at Coda am
1607.44 Havedn lla slid tutors. Ha6dail asaotabisn and 6,oardl ebaU be dosltrad to re ifta bad of $0; 01 dh va
BMW toot Oou d per fwo (0.73 lrl m) applied many &e ction st dio top sod to t *ufIfcr Ws bad throw A dw supwas
b the ofteor-
1. Per
cm and two•ragegy dwdbgs+ edy the sfpsle corimtrsted load m qulred by Sudan 1607.7.1.1 dill be
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applied. '
2. Iu t7t+Ottps 1-3. F. Hand S tic erpakies, for areas that are ad socasstlk a the paerd public and Ibal bane
an occupant load no Smatu that 50. &a tttininamt load "ll be shall be"Potatdc per foot (0.29 kWm*-
1407.74.1 Cencentrawd.6sad. Raadrail assetablies sad sands dal be able to Mist • siaglo cooeanayted load of
200 yawl+ M&P 00. &poked to await ft" Um at a" pout aloV ft eoP, NEW bsvtl au.eWoe.t devices and
suppostiaa macaw a aranfer this waft to ay/t nak es eatmll ek"a+P I of ft bslidiot. INs bad need tat be
asthtmad b shct oaner,ttrsedy w•idt t]ns leads apacltlod fA We pseoedehs paraprpb.
l6h.7J.! C�astpaoests. laeesahe�diate rai1+(ap !those except the haodesil). bebstm aid panel fipots sUM be
dcagm d to wits tend s horboaa►!1y sppibtt now" bad of $0 potstsda (0.2214'1) aQ an JIM trot b C=wd l agWtt
coca (303 am? inebdiett opsn*p sW space between tails. Reactiew dwe to with losft are not required to be
Alp Aw"sed with "fe of tidwr pfsw&* pwapaph.
1607.7.19 8trea Itacme. W bcrs hankaila and twtds an daipted in awaidsace with the p wisiam for allo"bie
stst3sa daslpa(wodtint saves tlasbgl wMvalveyr tonne Wads wedfied is section 1e07.7.1. ft allowable errs want
ttseertbas nthd: atfaaltasattta ate pertaigad b bs increased 6y.eetAird.
The tegwred saiteq shoot for pmoftefted sucutbli4n it 2.S in wcordme with Clause 1714.3.1.
The sufay [actor for glen od in bmd:at1s tad par* is 4 is acoordanoe %6% ekluse 2407
ves .1.1.
I. A harm mull bed of 125. Xw% was appM b dw top rail wttbour tildim.
2. A hvrkoWJ cawn6vad load of 500 Ibis wu spoed b the top nt7 vi* 001 failum
1. A hodamtel load 0200 The was applied over a one-foot aqua arcs Of the glass inM w kbout W hwe.
ONE MCF. TOr RAtt'L
Ao OnSm eriiut avaleadoa was cmdMW bdct rWm if tbo 16t uG Rwmd srW Exatlt Sgmv &wTiece welded
piclwt top falls are C*dvslast to on two -piooe sysum that Was isitiatiy ava wwd.
The oaoapsece syst m was Ound to be ahs wacptable alwnaft bald oa Me folkr*ft:
I. Testia= of tho idtW syssew rereaIed for tshe two -piece esaatdly 4W sot work as a comwedta secdom
2. 7U tabor&) section properties (Mamma of Immia) cap aecdoa of
the rw*pteea system T" top tap Pe ww" do =Warily of the loosesl SwIlem of We syattan.
3. Tho addidw of tlho itttvitated bolt ra plate to tbo one-owe symm sive iwhtly Incseasos the bwklihts capacity
of the wit.
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ALUMLN04 GUARDRAIL, ASSEMBLY
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REPORT PRSPARLD 9Y
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� E."M No. 4a t- 1 456•ic 130200-2 Page t of
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TABLE OF COPM.NrS
DESCRIPTION
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APPENDI A -• DE'T'AILS OF THE TESTRIS SYiS XM...—
SPAG'!S
A,PPF,NDIX B - bltrAU S OF THE Ai1I'UMTS ONE-PU= RAIL ._....... ...........«...\. \.....w.......
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TABLE OF RR'VIMPS
DESCRIPTION
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Itifeell AmIlhig System: LAd, Karich 6, 2000
Report No. 481-1456-lo J 3028343-2 Peale 2 or S
Revised Date: ScpfM*O It, IWZ
PEWFACE
All mx%-Im vn&ftk= are subjm to Ibc ro(Wwift amccal policy;
1. This sepectly lbr ilia ftelmm use 9f'h*;rlckT*sftSemkmWA UW;s(ff$%%) c1lam end is provided putomixto
The Agmammid baMen ffS and in cUM. M% xewoimMfty and liability we IhWled in the tenon and condlMmi of
the avaememit. rn name no b►bdaty to amy party. otber fm to tho dwit in mccoidance with the apemmt, for any
loss, expeme at diimp owaslowd by ft we of *is report.
6@ cheat is mthorLacdoo cc" ordiobihtoo shb report =4 thm ** in its ontiroLy- Any use oftbe US DOW Of
one - 'Aprodinfor nrMfa-Wbcxpx%P din
a kia mm*e fbrnw &ads at
V4 by 1".
,l: 7�tt observations nil test teodd im tbis report arc rdavaec only fA by tbesamplewsead This tcpwt dm zint
il*Y lbimil the mmuda gxqdmtor movim is or ban cm been UWW on rrS certification pmerum
Q013
07/11/9005 MON 17:14 [TI/RX NO 70091
v/ / rLUiauuu tti:ca VILA LVU40%autV dVOn1U6 yyv�vrv�.�.
11 UJ U?r 5 r7 N101 ll.all �NI'tIU N41I'C� Ol YCD LWOdOJ - T .J 'T �J N� �
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:i Excell 3Rat11nf Sysletae W. MrroM ti. 2000
x Re rt Nom 1.14 56.1 c / 30ZS�-2 ..i.. _ ... � ....1 �_ ^ 3 ors
Revised Date 3eptew*or 16, 2002
1NTROOVC710M
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Tntcrtak Tenatin6 Services NA Ltd./Wammk Aerseyh o conducted Uniform and Conctoomted load test. onmtahanuroto
} avardraiil aucrrrbly ma=factured at EmAl Railing Systeaa Ltd. metarfssewdog plant In StPTM DC. The Sualdmil
t anomlily war kkatiGcd as Ow "Welded Ficloet System (42 Hsfx1dr aW was fated on Ja mary 14, 2000.
Thetoding was conducoad todoWaxioe iftlic0sard Rail Anembly iii in Compliance with tic BOC:A National Bulldius
C wk 1993. Section 161542 "Oumd Desipr and CmstrucUon" turd 1615.3.2,I "]n - till avers ".
tlatther slrslrrcerirhr evalreation of the aeetion properties of die ono piece Excell R owtd and l"+><ccll Square WlGldad
ti Pick top ml wit coodueW on July 30,20M ma part of Project No t 3028343. Tbiu cva]wtion was to detera3b" if
tho one -piwe trill system vmWd pesfbrna as vWl er beatr dun the two -piece scctr441, FindrrtL thati the Date - piece
system is an aceeppble alternate is has beta included in this report
r
in addition to 160 sbow, to evalusti4a was coMuaW to deu rn» no if the 2ua thmil aasenhbly anccts the load
regWrctr mw of Ow Iafemist rtal Bua to x ctrcle 2000 (IDCX Section 1607,7.1.
D>ESCitll!'t♦'lON
The guar"I is (134 ") wide mearured born comer post to comes post and (42 ") high muasurod tram deck level w the
tog oC tfrc StuKdrail,
I The top rad is wratrtueted in two pieeea consisting of a snb.rmil and a satpon ScIuere Top Rail mp. Mk sub -nail is
Eazm*4 to the top of cech covaet pest usixt twro lli 2 x 1-1/2" patdwad saews. The evrthtx sloevo sabot ofthe top CW Is
nutrc cwmd welded said exlcnds apptmitfmwly 4" b either side. FAcb top cap saM coglinuowly >Smm am 90' eorsror
seSwam w the othor. Where the top and bolt m raib attach to the bowing wall structure a wan attschaxat Plate is
provided,
A 2.1/2 "wide it 3 hio x 3 /9" alwrrissam View sr4orarlrly (eonh klo with 1 -1/2 long sm*W sleeve) is fastened to the end
of the top rail usitar two 012 x 1 -3/2" padtead screw+ and slime 014 ?1 paahemd sos+ows (cocnptcte with Munso braid,
trto4til MNU40 sk4vt: ancboca) whiehucuro fire wall attschrtmatplatetoorhocooerese wall stniceun -A 1- 518"wMex t-
f!Z" ltirfi x ]/t1" ttlrieJc Ishrteitrrun plate asesmbly is flasoeoed ro the and of the bato>'n sit uairag o rime «8 x 3/4• self
tappigd pealread screw amdlwo 014 x 2" panbead screws (eoaVleic with Munge brand, model 3%V8x4Q sWve ancboer)
whia6 seetrte fire trnallattaelwteatplatc to rho coacretwwall strwtute. Tl1e bottom stiff arc ltxlerrrd to a 1 " lvittelsttudtid
d ahnnimun rail clip usirrr a shgle 08 x 3/4 selt'titppinS p4ahead mew. Each of Ow tail clips. located on edict side of
9 { each post, are fastened to tiro post parry; twro 012 x 1 -1/2" pUkead screws,
Alwnbam pickets uaenswmg Use it S/11" x U.050" thick an welded between the top sub -veil and the ckannal AUPW
bottom wail and spaced 4-1/2 apart de. leach picket is waldod it eidlhersWt+ to the lop sub -rail apd Ills tlu000 a gram
? punched openhoy in the btraota zsail tied melded to Doe side.
t
Mm caner posts are 1-5/8" square complete with a screw arse et each inside corner and raid - action with a wall
tbicict as ofO.06Y lW*- An aiuminm bampktc tmettsta*g 3-Ur x 3.1/2" x 1 /4" tWck was Q3tcned to die ba so ofewh
} pm sub% four #12 x 2" budened steel flathead timws (Robertint Whitdbouw TMc "Al. Fnnr 414 x 2" prttbaad
wmwa (eomptew wA Mango btaud, n%40 MN8x40 sloevo saChap) Yaws each frost to shls conetwte floor. 8rpporft i
ibc weldW pickoi bottom nil at Ibm equaNy spwcd polols between tho posh art 12" square, 0.060" wall alsrnis"
t picket support " whkb an Inoctud approxitaawly 1" inUo the S/6 pkkeu and sected wing a single #A x In" calf
topping screw. Fifth leg Is fnaoened to the concrete floor udi* a 012 x 2" paaboad scmw (complex with a Muzgn brand,
j model Sl HU40 slosve aachor). Sae attachad dawkW in the aMr4ix roc dcWI6 mod a general layout.
07/11/2005 HON 17:14 [TX /RX NO 70081 Ia014
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itgcm No, 491.1456-le 1 3028343-2 4 of S
Bruised Dote. Sepusaber 16, 2012
CODE REQIAREMNNTs
Iwtenaational Dupont CO2'W00
1607.7 ffl wWralls rtod dwrds. Handtsil assemblies and guards shall be deigned to resist s load of 50 pwn& per
linear foot (pound per foot) (0.73 Mm) spplisd iq airy di=Oon atft top and to transfnt rhns load dxougt thv supporu
to the Rtrrauaa.
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Exceptions
1. por ous -ottd two - family dweiliag% ovty the single conceobnred load required by Section 1607.7.1.1$MU be
applied,
2, In Croups 1.3, P. H and S occupeaces, for areas that arc not seveaaibIc to the general public and tbotbave
as occupant load no Smajer that 50, da minivom land shall be shall he 20 pounds per foot (0.29 IMM).
1607.7.1,4 Cootetttrated load. Handrail asset nbliss and 6uu4s shall bo 41c; w resisI a stn la concentented loied of
200 pounds (0.89 01% applied in any dital:tioo at slay point along the top. sad have attachment devices and
t uppar tql snVe tie to tStfer thin loading to appropriate sbuctausl ekamttts of the building. This load need mt be
aasurt d b act eoa unvatly with the loads apecifled In the ptcoadtog paragraph
1607.7.1.2 Campofsettta. hisern ediate mils (all ritual except the handrail), baWers utd panel fi le" shall be
designed to widivand a herizatally apptred normal load of 30 pomds (OM kN) on an area not to exceed I square
teat 1305 north 100baft openings amt spaoo berween rails. Reactiom doe to this loading are not requtred to be
supaninposed wi* Own ofaitbcrpmecdige, par*liroph.
1607.7.1.3 Stress la arase. Where handrailia wW guards am designed in accordance wah die l royiaium for allowable
atresa design (waritlog saesr design) cuktivoly for the loads specified in Section 1607.7.1, the al:owable I ttess for lie
nwribcrs sad c6eir attachments am perrrrimd to be increased by dne- third.
The nqutrcd safety Harter tot proof teated assemblies is 2.3 in accortlanca with clatme 1714.).1.
Inig softly factol for glass wed iA hu raib sad gaatds is 4 iw accordance with 0 2407.1.1.
TEST•ri11.S 161 S
1. A iodronlal load of 100 lbr/ft was applied to tic top tail with hilure,
2, A hotizomsl ocaceata oted load of600 lbe was applied to the top rail without• failure.
3. A 6onzontel bad of 125 lba was applied oiw a one -foot square arcs ofdso pia ems without faihtsa.
"F PIECE TOP RAIL
AD ertltncerut; avalta dm Walt conducted to datarnW►e if the Rxeell Rowed toad Exton Square otsa-piece tvctdcd
ptcitat top rsib era cquivalent to die twr-piece syifdtn that was initially evaluated.
Tha urtc -purr sYsbcsa was found b be art adaptable alternate based on the fallowne:
1. Testiog o[tlio halal aymens revealed that the two -pieta aattentbly did not worts ns a composite sectbn.
2. The lateral section properties (Moo+eut of hwrva) of the onc-piece sysiam cxt*cd dirt of the top cap section of
the two -ploce aystxaa. MW sop wp ptovida tlw mwjority of dm latcrel stiftcas of the system.
3. Tito Addition of the intaRated bottom plate, to rho one -piece systaw sigaifiastly uuau mi the bucldmg capacity
of the nisi.
07/11/2005 MON 17:14 (TI /Rlt NO 70081 0015
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gundnil aasorably ttxiwlkebAwl at Bxmg RxiliM Sytx m Ltd, wtamtAmft ing p4rtrt in Surrey,1i14r The rail Woembly
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j was idaarifnad as do "Component Claw sywra (42' Ha" h&t) cad wag WxW on January 19.2000.
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7hs teseldg was aooducted is wooedence with dre BOCA National NulkUnS Code 1 1999. tectiasn 1613.=.2 "Guard
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rw suanbWl is 0") (12 wide ma nuted oom coma ar p ee corner poet (wench Lcludes aR lawmadiate post at soW an)
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and 13 (42w) hick menursd prom dock Wvol to the top of the guv**il.
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The lop roll is eoraa�rcted in two pieces comistahg of a subead and a strap -oa Squeua Top "I e* 7U sub -MR is
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tt atowl to W top ofealch caner post using wo N 12 x 1 -14" panbaad stye TWOS= aloeve paesioa a #tits tap cap
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if micro taut and WesWsd at0 00=0 apprQKhnWdy 4" b oitlret r♦ida Eaeb sup cap nns coatiavously ka n one 90• oonxr
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seynas+nl m tt>• oth.r. Where qno bP and bapaa nib of ach to de building wall sauetura a wall attachnhegt pion is
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Provided.
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A 2412" wide x 3" high x t /11 alaminum plate tnwnWV(ewgAW with 1.112" long welded ekvve) is howred tv the
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and attic coprail using two 012 x 1 - 142` peakead screws and ties 014 x 2" podec, i sere s (CownAm wadi Mwso
brand. arodel MNWD s6ew andwta) which uro tho wan dreent pNea to the cataete wall sttacure. A 1 -IIr
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wide x x-7/S" MO .% t /8` thick alwwiaYm vise at1et ft Is dtbnd to Ida end of *A banorneait aaing a collie IO x Wd
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self tapping p mbmd screw end two 1014 x 2" parnhesl screen a (eoatpleae wits, Mien& broad; znWal MNU40 slt m
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wWMn) whloh maw On wall iiixu Inman plate to *a aonwn wall sbvcmm r a Loa=n tails are taloned to s t• lon
extruded dumirwa ctrl el[p wbS et alnsle 08.x 314' nViapping paniead screw. Each.of tlin rail clips. looad en either
aids o1'C" post. are 4uftned to do& port Pains two 012 R t-t/2" pariowd saews.
A Wavelet! Slass peel 0.222" (SA3tttt•) tbiak is srppvrlod bertwaam 00 top mb -rail attd the "Pared clrm"I shaped
bottnn rail. A 0"xtnnlod efoyl cleave b provided w" both the top tnb -011 ctuttrhel asld the bone s& eah7 ebmsel- 7be
VW sleeve ih tbo sup cbw&ml 6 approodmmely 1^ docp. Mw rimy! Maws fir the bottom.dwnisel is apptoxitaalely lw
deep, Thee pairs of txwudtd aloati mm angles, 4w* beitK I -1/2" x 3f4' x IX" x 1.314" lay. law tb.cteed at raid
ap" and at rluarter points tomb pool hg wfnS two 012 x 1 -1/2" SaMlm steel paAlsoaA at:rawa. Satyr glazi ft tape
WAS wed bawwn the WUMAauaa angles Geld dw slags to avoid dirva aa" b glen contact.
71.e corwr posts are t -SM" mWeam can plow with a screw Blase as tact► inside caner and Mid -AmUen wilts a Walt
thiektht:,ss of 0, 063" duck. An tiluttrkn u baseplaas meusuriag 9412' x 3-112" x 1 /a" thick was !'+umc d b the base of
each post using tow 012 x 2" h aidatsd stool Qadwed tapping savws (Robertson Whitdtosse Type "V'. Four 014 x
2" ponhead scows (taoptpWo with Mtrhgo bmd, nw&l M>•itbc40 sleeve owhoes) smue each post to the cotncem fbar.
SuppoRla6 efhe botmm nil midway betwee Ow point: are 1 2" agesre (0.060"wall ittkicam) alumWm pit>Icet support
Ieg t*kb is sav* ho rhea ao4wide ofthe bottwn nil and secsrad wing a single Ito he 112" se:1 MVias xtew. ltaeh
Icg Is 1'aalened to the concrete tiiooc using a #12 x Z" pmhcW maw (colpplete with a Mango bqumL model MM40
sleeve anchor). See anadwd dr;awkw in the Appendix for d4aails tl A a general layout.
07/11/2005 MON 17:14 ITX /RX NO 70081 0 018
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PApm No. 41if • 1297 —4c Psgo 2 of 3
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TEST RIMULTS
i ROCA Natioaal SuUding Code. Secdos=161S.t.2 and 1615.8.2.1
f
1. 1615.8.2
Gowds call be dosi pod amd ceu:antcwd for a conocnt iod toad or200 poottda ('91 @Wind at arty poft and
in mW dimcbm damg do top taltIRS mmnb.r. T]m& inc+eed In *that Ow dwe:l ft gabs In oceuparA" In use
Gtwups P-PZ astd R-3 "apo be "plod and canwwwd for a undbm load 030 ponds pea boot (7ie kWm)
applied herhmmuY 81 Me nsqul++ad VW4 h*iol ead a siao"mmow Wfumt load of 100 poeettda pw Coot (149
k8/ttt) appliaA vptieatly dowi�vatd at Iwo lop of the Ww4L jIw cost *oaaassd arms utifaem lowdine aoelt Wm doll
awt 6e appNod slmMbanepmsly.
2: 1615.2.2.1
The Lt -nu wft of I SWd shaft be Qai n d atb tatesorstttlod for s lwrl:lail PowA* mwd load of 200 peuad= (91
ka) appUW on ei I u1mro foot (0.093 en2) arao wt my Point in do swum. iweludinj lakrm edttue Tails at odwr
1 clexc etsta eorvieg this pospose: This loading ooeeditim shall not be 4900d sim ultatseoetsly Wkh the loesd'iat
eDr4dow I* Section 161 S I
Mw guwdmD asae mbly whhmood dt leadteg e*aditkm at desaib4d above wbied bakided a 2.0 saisty bums
The gJaw in -9111 pomtt 1wdwg iw h4ed a 4.0 si1rty (wwr or i001bs ova Ow t rgewo foot efts.
3. 2406.1.1
71tte pwoc4s and their tarppott Vocrn *&U be daipwed a widatmoA the lwwk spodfled in section 161S.t. A safety
fsctor of ahW be awed.
Ma gtm *ait assembly withstood the lading eoedidows w dua+boi above Ilrlticb lncludod a UP y factor:
'Me alas in -tilt panel madke btchedod a 4.0 sarbly facto' of Soo UK over The 1 agars foot wea.
07/11/2005 VON 17:14 [TX /RX NO 70091 Q 019
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PLAN R
6QIfING SLIP
ACTIVITY NUMBER D05 -290 DATE: 8 -8 -05
PROJECT NAME CYRSTAL RIDGE CONDO - BUILDING C
SITE ADDRESS 15335 SUNWOOD BL
_
)C Plan Submittal _ Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
Builj
R isio Fire Prevention ❑ Planning Division ❑
Public Works Structural ❑ Permit Coordinator
DETERMINATION QF COMPLETENESS: (Tues., Thurs.) DUE DATE: B-9-05
Complete Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS RO NG:
Please Route Structural Review Required
REVIEWER'S INITIALS:
❑ No further Review Required
DATE:
7
APPROVALS OR CORRECTIONS DUE DATE: 9-6 - 05
Approved ❑ Approved with Conditions [� Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2-28.02
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Look Up a Contractor, Electric' """� or Plumber License Detail
Washington State Department of Labor and Industries
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform
j construction work within the scope of its specialty, A General or Specialty
j construction Contractor must maintain a surety bond or assignment of
i
account and carry general liability insurance.
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License Information
License
MCBRICR099JZ
Licensee Name
MCBRIDE CONST RESOURCES INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
600524476
Ind. Ins. Account Id
Business Type
CORPORATION
Address 1
224 NICKERSON ST
Address 2
City
SEATTLE
County
KING
State
WA
Zip
98109
Phone
2062837121
Status
ACTIVE
Specialty 1
GENERAL `
Specialty 2
UNUSED
Effective Date
4/911991
Expiration Date
3/25/2007
Suspend Date
Separation Date
Parent Company
Previous License
MCBRICII64D8
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
MCBRIDE, KENNETH W
01/01/1980
EDWARDS, DENNIS J /'
01/01/1980
MCBRIDE, PATRICIA
01/01/1980
GIBBONS, FRANCESS J
Ol/01/1980
WITTE, RICHARD A
01/01/1980
Bond Information
Bond Bond
Company Account Effective Expiration Cancel Impaired Bond Received
https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= MCBRICRO99JZ
Pagel of 3
08/15/2005
I
V
File: D05 -0290
35mm Drawing
#1 -3
10
• 'I
Owner: Ot" o rtrt 4•
vp ' UMnsp
911 61h Avenue We. 98033
Architect: RoperH.IWweI AU
I 1102
' 1h Avenue East i
Wa. 1192
98112
(206) 2.
Structural Engineer;
t 180 N10010% Suite 302
Ssallle, We., 98109
(206) 285.4512
CINI Engineer: 4.R, S,korg Engineers
10802 N.E. 381h Pl. 11101
I j IOrkemd, We. 48033
(206) e27.3063 RECEIVED .
Landscsape Arcbllecl: The Johnson Associates TUKWILA
2203.E L oui sa o . , TY !
CI OF
(206) 328.7423
j I lZoning Code.'. AUG 2005
1 ! MiT CENTER
Zone R•4 Distrki Low Aparlme
I Lot Size: 3.85 Mee — __......
�AllowedDensity: 20 Units per Acre. 77UNIS C onstruction Notes
j7Agtual: 72•UNts .18.70 Units per Acre
with t
All construction to comply wits XB _ @dlNon of .the
I .
)bulk Requirements: Uniform Bulldirig Code and "
Buildup HtJIghL• 35'•0• - •.
Contractor. shall be knowledgeable with general consinuc0on
(Set Backs requtr•reMs of the UNldrm Building Code, Sedlon 25. +
t . Front:'o . '�
t Rear �r,• All sewer, skctr(cal, plumbing, andvnschaNcal to conlorm�
i Sides: I t! O I' with all ep{11cable lent, stale and national codes. I
-` DO NOT t9cALE DpAWINGe
I �^ ��: - 200 S,F./ Untl- .14400 S.F. . Consult Architect for any
J dRlenaiorul clarifications, errgrs.or Con(Ws. r
IParkl
I i I
- W& Sg i Stalls General contractor must verily dimensions prior to starling
i I t BaSurlscs Stalls pct• Consult with Architect regarding errors, omissions, or
!! j changes P 10 proceeding with Construgion.
' 6 u i I d i n g Code General Contractor shall be responsible for providing a.
weather light building including all necessary sealants and
. I
Code tnuclbn (lashings.
•I r a 1986 UBC ;
T f Cons V•1 HOw�3Pµn,JtctrEp These drawings are bid-design documents. The
iOCCUpancy C1asslfa8on Ri OwnegD•veioper and Contractor shall assume re T 6 1 1;
and liability for coordination of related bid•design work,
itorfes 2 stories over basement Inducing but not limned lo, eleclrtcal; plumbs healing, and 1
vehillalion. THE ARCHITECT IS NOT LIABLE FOR
r CHANGES)CORRECTIONS MADE BY ON SITE
INSPECTION DURING THE COURSE TE
i I + CONSTRUCTION. 1 OFJ
tl es.criptlon ' The Contractor shall utilize construction techniques and I
practices standard and acceptable to the conslruclron
Industry. The Architect does not assume liability or
PAR EL f r responsibiply for methods Of Construction, g on•t , ton
i details not included on these CO nlfact Documents.
Q tl n of Tr of Irdsnuban Addition to Seattle, as per Platl•'
recaned in Volumq 10 0l Plats, Architect has not been retained or co mpen
page 55, Records of KInQ' provide design andror.cionstmalon rgvigw•.senitvs s
elating
fo the Conlric safety precautions or to means. methods,
i BEGINNING at a poke in the East she Of said Tract 11 which isl' technigries or procedures required for the Contractor 1
! .162.79 lee" North 01 the Southeast comer thereof. P0rf0nn his work.. The undertaking Of periodic site visits by
:THENCE South 69 degrees 5T West 8" the Northerly One' the AmNleCYshelf no be construed as•supervision 0 /actual:
;thereof 300.86 feel: oonstructbR nor make him responsible for providing a sale
I , THENCE South 00 degrees 118' East 398.14 feel- place for the perf0munce of work by the conlraclor or
1 tTHM9 North 89 degrees 52''East 141.65 feel: confrictor s employee3 or employees of suppliers of i
'TH E NoAh 00 degrees 05' WON 38.26 feet, wbcontrictora, or for access visits, use, work ravel or'
THENCE = any degrees 52' East 159.21 feet to the point ol a ^y person.
MEGINNING: - .._ .. --
UCEPT the Easterly 5.00 Foe[-as conveyed to the City of Area Calculati '
Tullwlla by Dead recorded ynder Recordn0'No. 7909040615: is
Stuate in the City of Tukwila, County of King, Slate oft Unit
Washlnplon.. ` Unit Patio/ 2nd Floor Total
Deck
! A 10.•i br/,blh A•E 772 50 1772
38 2tw/2blh A•F 977 57 80 nj71�
i C 20'2br /tblh A•E 966 50 88
Lot 101 Cty,ol Tukwila Short Plat No. 81-90•SS, acco ' "'' B a D 97s ,q ,•
Short Plat recorded under'King County Recording 1o Na Total 72 Qqs Ave 5112100483; 6w6
i
Parking
TOGETHER with an easement for Ingress, egress and utility Sla d rinrenn r r c, . 1
txrrposss over 'he West 30 i90 Of Ihe Easl•400.86 feet and lying T+oa Ter , Sa
JSouth of the North 270.00 feet of Tract 11 Interurban Addition to
Ne Cily,ol Sealtls, as per Plat recorded in Volume 10 OI Plats. 3 ear - •T ' y 8 4 0 .�B0QI7
0494 55,,Rocords.oI King County; 6 0 .1220
Situate In the City of Tukwila. County of King, Stale of 4Caf 3
i 10 e000 2 d�p 8 p 0
_, ._._._ M T 1350 360
rrergy Ccitfe 3 24 ,3tin/148� AM _ i Total i4 with prtvale access door .12640 ,r j •�
9" t0.be i y
nl uteted glass, Class 80. - I fjiar with shared access door r
M In urii gUng to be 21 %of waif M.tivape stars
3. heads shall not exceed 3 G.P.M. s�eAh, RralrA
4, at HONON shall meet ASHRAE Standard 90.75
�Otict9 to be insulated with thermal ktsulaUon : ,! 1'44'Tolal Stalls
Aep)aoss 10 draw ambient air. Provide
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