HomeMy WebLinkAboutPermit D05-291 - CRYSTAL RIDGE CONDOIMINIUMS - DECKSCRYSTAL RIDGE
CONDOMINIUlrViS
15330 SUNWOOD BL
DOS -291
City ok Tukwila
Steven M. Mullet, Mayor
Departinent 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
DEVELOPMENT PERMIT
Parcel No.: 1865200010 Permit Number:
Address: 15330 SUNWOOD BL TUKW Issue Date:
Suite No: Permit Expires On:
Steve Lancaster, Director
DOS -291
08/15/2005
02/11/2006
Tenant:
Name: CRYSTAL RIDGE CONDOMINIUMS
i Address: 15330 SUNWOOD BL, TUKWILA WA
Owner:
Name:
WHITSON 3OHN H +CHARCIE A
Phone:
Address:
15330 SUNWOOD BLVD #E 101, TUKWILA WA
AND REPLACE
Contact Person:
PLYWOOD, RAILINGS. NEW FLASHINGS AND
ELASTOMERIC COATINGS.
Name:
JERRY COSGROVE
Phone: 206- 283 -7121
Address:
224 NICKERSON, SEATTLE WA
Contractor:
Fees Collected: $718.79
Name:
MCBRIDE CONST RESOURCES INC
Phone:
Address:
224 NICKERSON ST, SEATTLE WA
Contractor
License No: MCBRICR0993Z
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:
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 -291 Printed: 08 -15 -2005
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City o Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tulnvila.wa.us
s�
Steven M. Mullet, Mayor
Steve Lancaster, Director
Permit Number DOS -291
j 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 co truction or the performance of work. I am authorized to sign and obtain this development permit.
Signature: ` Date: Y / S O 1,
Print Name: J e-d S (f-7 f20 lJ
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 -291 Printed: 08 -15 -2005
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City of Tukwila
INS
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 1865200010 Permit Number: DOS-291
Address: 15330 SUNWOOD BL 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
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.
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.
8: Manufacturers installation instructions shall be available on the job site at the time of inspection.
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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 **
doc: Conditions D05 -291 Printed: 08 -15 -2005
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 i Tukwila, WA 98188 / (206) 431 -3670
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,
Signature:
C�
Date: �3 / S o
Print Name: V S r7 R-C)
i
doe: Conditions D05 -291 Printed: 08 -15 -2005
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CITY OF TUKWILA
Community Development D artment
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.
Applications will not be accepted through the mail or by fax.
`Z "Please Print **
SITE LOCATION : � �:,
l
�1��Z0 -< ddlc
King Co Assessor's Tax No.:
Site Address: f s 3 S tIN "0 �'3(,�/t7 • Suite Number: Floor:
Tenant Name: C R Y S 7/4 L 1 Q G New Tenant: ❑ .... Yes ❑ ..No
Property Owners Name: C- R , - ' ST-/4 L R I D C7 140H f oWNS,Q S rj 3 SN
Mailing Address: S 3 SO 5ll-,�^I t/JOO t G L ✓Q t:(_ v 11 WILL A ti1//4 C Y 9 I $ 8
City State Zip
CONTACT PERSON
Name: R O tj HOL 1Al4 L L - Day Telephone: 2 s & 7 2,2_7 2
Mailing Address: / 9 1 12- 0 HAVJR V I£w D O , .40L )NUTOnI W A • �l 22 3
City State Zip
E -Mail Address: Fax Number:
GENERAL CONTRACTOR INFORMATION on back page)
Company Name: M C- 1L V CO S ►S 12 E S& y R C E
Mailing Address: 2 2 /y l C.K N 5 4547 - 7 1 4-0 W 4 °/ g o q
City State Zip
Contact Person: C 14#'q* L i Sq,4 1! Day TelephonC - 2 0 6) Z S 3 0 7 / 2 /
E -Mail Address: Fax Number:
Contractor Registration Number M C 8�i C R o g R T 2 Expiration Date: 3 ' 2 O 7
* *An original or notarized copy,of current Washington State Contractor License must be presented at the time of permit issuance **
ENGINEER OF RECORD All plans must be we stamped by Engineer of.Record
Company Name: 1
Mailing Address:
Contact Person:
E -Mail Address:
q:\\permits plusMcc changes\permit application (7 -2004)
Revised: 68.05
bh
City State Zip
Day Telephone:
Fax Number:
Page 1
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BUILDING PERMIT INFORMATION 206431-3670
Valuation of Project (contractor's bid price): $ ?,,�• / Z 9 to Existing Building Valuation: $
Scope of Work (please provide detailed information) E PA I R 4/5 i t tJG tD £ c - k 5 R F-P*V r-
RzPLAci- bercy Ptywoot'. r?FMoVr * RzAc /4c£ RA - ItJGS..
F'LA5i4ir,)G - /-ASTbH[ = Qir, CoA'r/IJ�S
Will there be new rack storage? E].-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 structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:_
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain:
FIRE PROTECTIONMAZARDOUS MATERIALS:
❑.. Sprinklers ❑ ..Automatic Fire Alarm ❑..None El. Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No
If' yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets.
q:N�wmits phu \ice changeslpermit application (7 -2004)
Revised 6.9.05 Page 2
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Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC.
I" 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 structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:_
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain:
FIRE PROTECTIONMAZARDOUS MATERIALS:
❑.. Sprinklers ❑ ..Automatic Fire Alarm ❑..None El. Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No
If' yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets.
q:N�wmits phu \ice changeslpermit application (7 -2004)
Revised 6.9.05 Page 2
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MECHANICAL PERMIT INFORMATION 206=431 3670
MECHANICAL CONTRACTOR INFORMATION
Company Name:
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:
Commercial:
Fuel Tyne Electric..
New
... ❑
New
.... ❑
❑
Gas .. ❑
Replacement..... ❑
Replacement..... ❑
Other:
Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler /Com pressor:
Q
Furnace <100K BTU
Air Handling Unit >10,000
Fire Damper
0 -3 HP /100,000 BTU
CFM
Furnace >100K BTU
Evaporator Cooler
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
Appliance 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
Equipment
PERMIT APPLICATION NOTES Appl><cable to all permits in th><s application
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 AGENT:
Signature: `� // .Date:
Print Name: T X- R R Y Co S C a C V Z— Day Telephon 6 2 8 3 7 121
Mailing Address: 2 2 �{ N 1 Ck �R g d A-1 S 04 ; TGL% vV 4. � 8l fl
City State Zip
Date Application Accepted: Date Application Expires: St a Initials:
q:\ \permits ptus\icc changes\permit application (7 -2004)
Revised: 6 -M5 Page 4
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� City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 3597000200 Permit Number:
Address: 15315 SUNWOOD BL TUKW Status:
Suite No: Applied Date:
Applicant: CRYSTAL RIDGE CONDOMINIUMS Issue Date:
Receipt No.: R05 -01159 Payment Amount:
Initials: BLH Payment Date:
User ID: ADMIN Balance:
Payee: MCBRIDE CONSTRUCTION RESOURCES
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check 1555 718.79, .
DOS -291
PENDING
08/08/2005
718.79
08/08/2005 11:11 AM
$0.00
INSPECTION RECORD ;
Retain a copy with permit
INSPEC TION N0.
PE R
MI 0.
/,
"CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670
Pr t: P
ype of Insp
A dre d
Da Called: #
- I �
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Special Instructions*
ate ante,
,m
p.m.
Requ t
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Phone No:
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Approved pef applicable codes. Corrections required prior to approval. {
COMMENTS:
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V et Date:
NSPECTIO FEE REQUIRED. rior to inspection, fee must be
Southcenter Blvd., Suite 1 0. Call to sechedule reinspection.
R eipt No.: I Date:
i
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. P
CITY OF TUKWILA BUILDING DIVISIO
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206j431 -3670
Project:
Type of Inspection:
A dyes :
t � 3 3 (>
Date Calle Z �� S
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Special Instructions:
Date Wanted: a.m.
P.M.
Requester:
Phone No:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
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58.00 REINSPECT N FEE REQUIRE 4. Prior to inspection, fee must be
paid at 6300 South enter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.: IDate:
Y1^•' i' Lr .R.rgVS "Tl"::r:>:..:;.n «.,f..r r . . .. r' ,... ..',i t w�.�
�i
INSPECTION RECORD(
p Retain a copy with permit }
INSPECTION NO. PE T NO 4�
i
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E
P 'i
Type of pection: W
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Date Called: L.2
Special Instruc ns:
Date Wanted: a
as a�
Requester:
P one No:
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Approved per applicable codes. &orrections required prior to approval.
I
COMMENTS:
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INSPECTION RECORD �f
Retain a copy with permit "���
INSPECTION NO. PER
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43.1 -3670
F Approved per applicable codes. Corrections required prior to approval
s
P Ject: �,
Type of Inspection:
+T" d
Address: (}
Date Called
Special Instructions:
�j
Date Wanted: a.m.
C :; p .m.
Requester:
Phone No:
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ANU $HALL NOT BE RCPROuUC. D. DlSal.OStED. OR UNCO FOR ANY OTHFN !
PURFOSC WITHOU I "rHF WRITT CONSENT OF INNOVACIVE AL UMINUM I NC. �{
211133 `.L 253 S treet AM 9 h T U B E
Tel: (�s3) 833-4343 '
Mablin►. WA 98092 ` $c D E SIGN i i1 < (1. 53)
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B,xcelt RWIft Systsa w Ltd. Match 6, 2000
KOPW 4 1-1436 — 4c / 3028342 -4 Pala 3 of i
ltevb4d D *.o SWtember 16,. 2801
lnlenck T0v ttlg Services NA lAd W&nwck Hersay hn corAbeted Utufacm andCommtt>a kd load tats ant akw inum
gowdrad assembly a o bolt id at Eat A tlaibtg Systems Led masufacowing phtar in SuM. BC. The till asfaMbly
was ideatilaied as On "CosWormat Glass Systoa (4=" Hoigbt)" and was tested oa Jemmy 19, 2000.
The tactiag was cosducled td deanadve if the Gaud mail Assetttbly is is sooanknee wilt the BOLA NadaW Balki ft
C"a A999, secdorar 1615.8.2'%Gwatd Otvign and Consauctioe and 1615A.2.I "lea 4tK AsTIoaa ".
A 1W*Ar awaneetiet orabaion of Ibe secUm pmpardes of the ore piooc ftwg Rausd ad 6xod1 S ve Woldsd
Pick lop aff was eowdw;Wd on July 30, 3002 as pact of Pcojert No.: 3028343, Min evalaat ee was to detctmias if
the one -piece tail system wotdd perdx a well at beset than the two -pioce section. FhWing dal the owpiel c
symm is an acceptable alternate it has been included w &k.
In addiWa so ** above. Ma aval "@A woe ecoduded b daapt 3dm if dw gu Wnk anemWv nseota d m load
rogiaisaaeMSs of the hUmistional lBuildbg Cora 2000 (MC}, Sev*w 1607.7.1.
D6.9CAIin'ION
The g+rsttirail a (120") . rid: ansirtted drone; txatler post to tiaaer post(wit+idl ittclrtda as interatedlare post aR tttid�rpanl
and is (42 ") high n aasttted froth deck krd to dw sop of des pawdfaa
2Yta i sub -
Mil h o0lssaoersd in two map-on Sgaarc Top Rail lRp. 'lire tail
aP pieces cot>sfstirt8 of a a+sb -ail sad a
reatettod b the top ePeach oomwpwl eaft me 012X )-1W pia *AW fare". no Cornet slsa"Pactiaw Ofd" lop 00 is
wo , cut amd w W&d sand exlartds appxntanaldy 4" b eirhec a&. lack lop cap tams eepttiawudy fe am gate !10 oorttar
WVUMt b tbo Qdvx. Whom the all► Wd 11'IVA " aaaob to the buildin8 wall stnKewc a wd1 attaoh>mestt plate it
orovidwi
A 2 - 112 0 + WG X 3" b;zhx 7!t" a plae mmmMy (cftVlme with 1.112" 1p* weldedsieevo) i3 fitxkmd 041m end
Of the aptail WUa two 012 x 1 -Il!" patattead savers Mod *M 0114 it 2' paathoad sawn (aoatDlae wife MRgo broad.
model MN8xA0 aRCMOn whbA aewro t1e vr1It11 allaehtaewt belle goRCrofo wall sQtsCtx?si, A i - 1Q "w�lda ftZ-
718" ht�& x Iig Okk a>tminu n plate wo nMy V farlcead to the cad of dw both mil water a Mangle W x 314 gar
1 94AV PAW fto w OW twv 014 x 2" paabead ocrm (Compiob with M otgo kand. >oreldol MNSMO tlioava at ism)
wbir.It scatatt 1>te waU Mgaelbmeotplara ro Ilea ooacrale vvan rtluoat� The bottosRSails aro 13uteaad tool" fonRewri n 'o 4
PJG*titwm raid clip ua tra a sig)e 08 x )14" self nong pfd xnw. Each grubs tail dips„ locored an ckhm A& of
each POK, ov salaried to ift VW iMk* rtw M12 x 1- U2" psaboad ra"tva
A ftgwered slat pond 0. 72V (3.63mm) *A* is supported Oatwsan the top sab►rail Rod the lapelled dw and shaped
botwnt tail. A co -woo eel vinyl sleeveis provWod within both the lop aafr.tail chaseml rind tbo bpttosn n0 tsh ffil.'the
*bay$ skcve ill the trop thaw] is approtciclotely 1" decp. 771e vinyl sleeve is dse bottom c4antwl is approximately 112"
deep.
77re ootaer pews arc 1.5/8' Sq=C 00ra4dae rvttb a screw chase at Back tot* carter am nw4oadon wi16 a wall
Mic kkn3sof 0. 068" N& An altuMnambaaryiab hats WjM 3.1/2" x 3 - 1/2' x IN" tWdt Was fastened In do brae tareadt
post usiry butt M) 2 x 2" hardond awl liadosd tapping swan (Robs own WhOeb m 7 'lw "A"'). Foot 014 x Z"
paRhead semM (cosapiora with bhWV bntK osodd MN1x40 alcove wahm) seine ewh post to the coacme Hogs.
Suppo"iV# dta batters tail midrwty between draposts ate l /Z" oqmc (0.060awAi ddeiaxns) aba ta=pidosr r■pplaat kg
which is swapped i0w Wo atdetsW ofd w botW% yelland sccwod wing a Lu=lu 08 x 112" 34 IfapphM g= W. Rich kg it
I WrtW1 b the c09cM* lbw mift a 012 x 2" Phalend wmw (complano widt a Mwgo band, taodd MNSx" sleeve
ant:h0t). Soe atucltod tltawiny in doe Appcadix for details Mad a &, i I - I WIWI.
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1ts�tez No411-14.% 4e / 3020317 -4 • ,�� _�„ PAS 4 of 5
Cons move rs Rmked Asir. Septetsbar i 66 2R
tatermthad mdmmt Code Me
i i07.T.2 �atsttraila sad �ttnttls. Haslcltail assetablses ar,d Ewtdt rbell be dot4dned a resist a bad of SO pOStticli per
Iinear fdot (poised Per foot)(0.73 �t)?plied intwy disectioss�t t!o cop mvd aottaosler this Lead rbrotttAtlsa avppotts
to the atsa omr-
one�d twr•�ir dwe3bt�I mlY cbe sipsle conoadrate�f load eoquieed bySoetioa t607.7.1.t a1L11 be
appliad
2. In C2ro4m 1.3. F. H and S omopwcks, for arems diet are not awas k a die Sam al public mad dal have
an occupant bad no peatar that 50, dw ttdaitrmsm load sW be aamll be 20 pOtatde per foot (0.29 MC).
1407.7.1.1 C@nct ►trdod 6md. Ramdnil assermbliss sad 4uwds d mM be" to r wjst a siaylo wncasaalod load of
Zoo powdt (Wo WH), g",ka Mary dkMiva mt say poiml alan4 rho tap, std 1pvu samebr"mt devices mrsd
sttppoatioP aatbctts�a to trarfet than loadiat ti~o tiP�topriata eteseetast -I m - ats of dw bWMim& TUie load need rtot bo
aas►tnsad b sat oanew7asdy rvi0t tyre loads spec
-Idol bA die praCedlmj PW*SMP►.
1"7.7.1.2 Ceaq taemb. IsserssedIM sail+(dt dme except t8e hsadliaAj. baiYstaa aid onset lllkts abatll be
des4psed to v4%Wftnd s barbaWslly appiiea avrraal load of 50 poW* (0.2Z It24) an an area trot is ettt:ced 1 sgttan
fact (305 mash) inehAft opecop mad wets baiw m ails. Reedirams dw to as l aft we act required b be
superhaposed ends those of eidwr pmov&* pvapap)+.
1607.7.3.3 Stroas iaet'san& Wbcvv heindrails and 9=6 am desiPM b s,Ccaa[dOWN with dw Otovisustts for alkwabks
areas d4 fta (watini aoou do*A cWmiv* for the loads *Wffiod IN gccftn 1407.7.1. fife aliowmble anme bar the
two ibera wA Ibeir Gamba mmM nee pcnaittsd b be ioereased by me-d*d
The wequired eaibtr *ctor for pmf tailed saocatlbibs it 2.15 in mocardmw vita Clause 1714.3.1.
The ssfery [actor for ghm used im ha Amos and psnb is 4 is atoosdmnoe Midi dwse 2407.1.1.
TLST RacSmits
I. A hanroaol toed of 125, NmM was appMW io the top sail wdrout &ISM.
2. A hvrisomW eoocessomod load of 504 Iba was applied to the bop tail *idiom hilum
3. A borbm td Iosd of200 The wes applied over a one-foot aqw m msem of else Obws in" .Mithout fiikm
ONE MCK TOIP RAIL
Aa etyisaariimS evadasaim was owduaW tv dcmnr 6e if the 5=4 Round mad ExacIl SqSmro oaayiece wddat
picket top rails are egtdrsleat to dw two-piooe system that wu Whawevdwted.
The ono - psece system was A and w be w scoeptable alwntc based as do folkow ft:
1. Testlas of Uw initial system mvealsd &ar d a twa•piem assmtW did cot work K a cotwwata soon.
2. The lateral section properties (Mount of Imaia) of the oscrpiam sywm exceed Out ad'1M top car scc"I of
the two-piece ayMcm IIle top -ap provides do maijorisy of ike leAeaal OUVACrs of the syasttsM
3. Tiro addidas o(dre ialo4tated boat m pkate to the me - piece system sigadliwdy lam ataos the buckft eapecity
of die mil.
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Mich 6 3000
y Repun No. 481-1456. Ic 1 3029343 -2
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TABLE OF CONWN
All
Table o(Cbaumu
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IN TRODUCTION YwNM.»... N.. N.. N. N.. wr.. N11\ NM.._. n......... w. M... NNMMNNM... �./.
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CONCLUSIONN......._.
CONCLUSION.—
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APPENDIX A – PKTAILS OF THE 'IESTIQD SVMXM .»....
6PAG'M
APFFINDIX 8 – DITA91S OF THE AL TSRNATE ONII~PIECB RAIL.
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.. TABLE OF RRMONS
OtkIIIPTION
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1
'Ibb a of RcViAoNs added
I
Preface
2
finuodacdan sevix0
C Code RoopiMMMMIghced
Tat Reialta
THtel"i
b iooluda ore ' ne iop rail dad IBC Accigince
BOCA Namonal Mdldmjt Code
to asereLtc with 1IIt~ uinsnoelt
Tea Rail added
3
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Apl ftndlx B addled
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Report No. 481.3456.1 c/ 3028343 -2 Pogo 3 ors
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?� Revised Date: Septeonkar 16.2002
U p
INTROOVC?ION
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lntcrlek Tatlina Smvi=s NA Lid./Wamook Flerseyhay cendm -(:d Uniform and CoACtfigMted load fM onnnaltttoux=
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f Euard ail assembly taaanufmcoured at Excell Railing Sysimm Ltd. momfoeturing plant in Sttrtey. Y3C- The S%wdrad
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marttbly was kkn%&d as oho "Welded Picket System (42 Heigld)" and was tested an Javmvvy 14, 2000,
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f was cortduatod todeletaniaa iftlieCkard Rail Assembly is in Compliance With the BOLA National Building
� r
Code 1993 Sections 1615.8.2 "Guard Dmigr sad Construciion wtd 1615.4.2 -I "In -fill Areas ".
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Q ? A flntlter 00 jneaing evidua ion of the s atiou properties of the one piece Excell Round and rurccil Square Wckkd
d
Pick oup tail was cmduotod on July 30.20M apart of 1Pmjeot No.: 3028343. 71►iti cvaluatiat was w detercama if
the
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one plea tall system would peslatm as well or boner that the two-piece socttgn. Fatdrrrge rbati the oate-piece
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system is an weeptable altante it has bees imiuded in this deport.
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In addition to ft above, on evaluadw vas eondueted to dettos cat; ifibe guardr>tll asscrably mrcts Me load
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ragttiramenv of tie b*raational Btri AaX Code 2000 ODCX Setiiot 1607,7.1.
co
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The guankrAl is( 114") wide measured ]rest cmner post to comer po t and(42") high muasurod from deck leMd w else
W W
top of the goonlroil.
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nX top nil is sonat:tutcd is tvo Pisces consisting of a Itsb -roil aid a snap -on Squen Top Rail top. Tlk sub nil is
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factetted19thetopofach comer post u se mv ft' 12x1- 1/2 "psnbnW Thceorrtcrs1oe vC poktiO4of tbe top CW is
W to
ttutric curand Wded sodexjmds
1 approttitnntvly4 beiHleY Side. Lich taj►cap inn! contirwowly b+otn aanc+90a eotmr
segamm to the other - Wblem the top artd baftni nib attach to die baiNing wall svuct= a wall anKlitnog plate is
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previded-
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A 2.1/2 "w4de x 3 " high x I /S akw imma piste amenidy (eonWkta with 1-102" tong w0ded alcove) is faatsuted to tibe end
atthe top ttil usittjt twro M 12 x l - 3/1" paNuad atxews and Qaw 014 it Z" panbead sca otsa (cortrplcte wiQr Mango brand,
t model MT4U40 slave wra11 attachnraat pieta to tbacooclau wag sttvctun. A 1 - 54"widex I.
1/2" high x 1/a" dick slusminustt putts aas®bty iota ed so the amd of the bacon ail using o single •8 x 314" salf
t tapPi% Parnlwd aCmrw audtwo 014 x 3" panhead rterews (oorWitic with Mango bmM. aradc1)N�i8x40 aioava wx1an)
which sedate tks walkattaeitttteatplate to the concmtb wall structm. The bottom railr, art llsiarwd tea 1 " losttettttudld
shmtiftun rail clip using a single 08 x 3/4" self tapping patthrad UnW. Each of the rail clips. located 02 enhet side Of
i each poet, we fastened to the post nsipp, two o12 x 1.1/2" pttnkead serews-
Altunfam ptctam ruasurung S/1t' x 5/12" x 0,050" thiak are walded between the top sub -fall and the clumnai sba fwd
bottom trail and apoced 4-1 ,*" spirt de. FwA picket is wielded it eithersk% to tlac top sub-rall and firs ftoogh a sure
pvtnelted ttpcnlstt in Hoc buttow trail a" wc)&d to tee stele.
The canwr pouts are t -518" square complete with a Screw cbme at each iWde corner teed f id -wWioo with o troll
thickmu ofo.069" lWdr- An alumin m battepktc ttnettsuring 3 -1/2' x 3.1/2" x 1 /4" thick was GoIcned so do base ofach
port usinn four #12 a 2" battdene4 steel WNW atcrows (Roberson Whgdhouse Type "A'). Fnw 4114 x 2" partltasd
oerows (cot k-W with Mango brand. model MN8x40 sleeve aaeltws) same eu% post to the cmerate floor. 8r4r ' trot
the weklod pickot btstmw nil at three equally spatttcd points between tha posh art 1R" square, 0.060'' wall alwnbatrb
picket anyport lags w Me6 am Puterted ippvoxirnawly 3" into oho S/8" *kcu and secusod wing a sin gle 08 x 1R" salf
tspl)Mg -mew- E tt h Ica Is ]rammed w the corKttoo Ito" using 0 #12 x 2" paobasd scrcw (complete with a Mango brand,
model UN8n40 alcove anehor). Sae sttutahad dmwktgo in the Appendix row deads; and a gctm -al layout.
3
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07/11/2005 MON 17:14 [TX /RX NO 70081 44 014
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Excall Rtdliag Syslaw Ltd Matreb C 2000
Repgo No, 4 91.145&la 1 3025343.2 rep 4 o f S
Revised Dote. Sept#Mber 116,24M
CODE REQVAREMZh
lwaernattonal Ifullding Cade 1000
1607.7.1 HoWrsils sod stlards. Ha+tdrail asemWes aid guards shall be dwipned to.esisr a load of 50 pounds per
firxar foot (romd per foot) (0.73 kMsn) applied in any direction atttu top and to transfer this load t6touth shosuppow
to the att7 angre.
Excoptions
1. Por oue -ond two -f rmily dlweiling% only two single conceobnred load milulmd by Section 1607.7.1.1 "be
applied.
2. In Groups 1.1, P. H atd S ooctapaawtn, for areas that arc not soccuiblo to dte general public and dw%have
an oecWnt load no pmoler QU 50. the rniaimum load shall be altatl he 20 pounds per foot (0.29 kN/m).
1607.7.1.1 ColleealWMW 10W. Ha» drail asaanblin and 6uuda shall be able 10 resiart a .rtnUle conceatritted ktid of
200 pounds (0.89 14111, applied in any di vetiow at mW point along tlx top. a*A have attackenent devices and
cuppoeft sat' x tre to traoafer dais loading to oppropciate stttaettml elements of the building. Thiss load need not be
assumed so act eoww ondy with the loads apwjfkd in dw pnviedtnS paragraph.
16117.7.1.2 Caaalwoelata. lMen.>ediam mils (all those except the handrail), babWers and ptaicl fillers S he
desiDted to withstand a bmiaonhtly applW saunal load of 50 Rounds (0.22110) on ant area not to exceed l square
root (305 mn� kpoloft Openings and :pane between rails. Reaction doe to this loading are nit requttbd to be
suparinsposed witb don ofaWerpreceding pua6rapk
1607.7.1.3 Stress JACIesraa. Where handrails, and guards are designed in t mvdatace with dtc provisivac for allawable
mess destit (wuth M shear design) esreksivoly tot the ioads specified in Section 1607.7.1, the al:ovnble ttt Ps for the
members and tbck attaehate.tts am panijtted to be increased by tine -thkd.
The required safety ractor foc proof tested assemblies is 2.5 in accordeacc rnth ciawe 1714-.3.1.
The safety facto= for 01310 used is hwW ails and gRstds is 4 ita hocordaaoe wtdt claw 2407.1.1.
TEST AUU161S
1. A hotrizoalal load of 1001bVft ways applied W the top rail witbtwr MIUM,
2, A hosizoMl eoacaaerated load of400 lba was aprlietl to the top rail without rallum
3. A horizontal bad of 1251W was applied oven a om.root square sea of dw pickets withow railwa,
ONE FIECE Trio! AML
AD sopncemig evalwtion wan conducted to datmvdae if the Extoll Round laid Excell Square otaapiece w cldcd
ptduol tap rails era Cquitr.deut to the tw"iece system that was initially evaluated.
Thu urrc -piece srstew was found 10 be 1111 "Wile alternate bated on the fellowwog:
1. Testing ortht initial syssern ravukd'that the two -piece in on 3 did rat worse as a composite sectirnt.
2. The lateral section properties (Mootetlt of lttotsia) of the one-piece aysicm cxt:acd dut of the. top cap secUan of
tha tnvo - pioce system. The S&P copprovidet Qw RM*ity of tho lateral stillbeas of dw system.
1. 7'ho Addition of the kilograted bottom plate 10 rho one-piece syaram sipirmady suer 4 the bttcldmg capacity
of *0 tail.
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Intertak Tea** Servioos NA UdJ1I xPodc Huey hu eoeduded Umfomt ax! Co*mnwmed ktad oats oa OR aharianant
guatdrsu autsertr #wwfi bsW at Ewell Railiatt Systems Ltd. w nt Awbuin8 pltett in Sulmy, BC The tai amemblr
was idaaeifind as the "Coatponeat Ouse $YO M Or Height)" add was 1 este4 on January 19. 2 000,
71w tespng was comiucbed in noeoadntoe with dw BOCA National eulidiat Code 1 1999. sactium 1613.22 "13mM
Dealso and CensoNCtiod' and 1615.3.2.1 "!a-flll Awes".
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The 2umdrsil is (12D') wide mewured ftrn comapoet be canwpod (wbrch includes art lawmedium peat at n%W,*=)
i wW b (42") hio menwod tkorn dock bval to the top of the VM**&
The lop stall iz a mstr cted in two Pieces taoesitillig of st $ and M amp-on Square Top !tail t* rw sub -rail is
I frtUMW to &be top otench corner pout us'tstg two 812 x 1.1/2" penbud ser+aws. TIR cull doeve parole. of slot top sap
j is miss cut and wcl&d a" coon& apps ottin osely 4" b *Ww ei& t8acb tvp cap rum 00VAvoutlp WOO one 90" mow
oepaew w stir odw. VAme else top and balsas tab alath too the buiWiog wran swucmm a wall Auschma" p1we i.
provided.
A 244 wide x 3" b h x 1 /I1" atiaatinuM prate assembly (compide with 1.112" Joug welded sleeve) is farmse4 b the
1
and of th tap vil usbat two 0112 x 1 -112` panba d screws sisal t? no 014 x 2" paolterd scmwrs (cornplom With Mew
brand. etodel MMU40 sleeve wu wwm) which teowe do wa0 atandratnt pills to the cottage w ati snuefte. A 1.112'
wide x k772' bigb x 1/14 !Melt almniawn p ile aspeernbbr b t awmid to dho end of sloe boetorarmii vaitg a fib% o 12 x Y4
self tapping P"haad screw soul two 1114 x 2" ponkoil scamn (eomplelo wM Mtieeo brand, model MN3x40 slave
armhon) whIA socutc aloe Wall atta* neut plate to to entacasto wall saveo ts,. 'nee bottom rails etc hVArted io a P Inc
extruded olutainm tail clip W to it aitt2le ft .% $14" golf tapping penbead sjtarew. i,.Mdt.af the rail cli^ %sated an ekhor
silo at cock Pots. urc flu m e to dw peat uaiX two 012 x 1-1/2" pw*mmd lemwt.
A tawpmed Blau pool 022Z' (3.63mm) shuck is supporbod be#* am Ow bop Sub -rail two the tapenod eliattnol Shww
Wilms roil. A co-admaded 0*1 Skaft is provided witliitt bob alto top P b-mI due AmI wed the t 9 u a t rA dlsa". 7be
vinyl shove in the wp channel b appaaximely I "doep. Mw rutty! noose le the bottom• wsicl is espnKit ISMY lir
deeps Thies pain of "wd*d alatttramttt wg0c ti, aatcb beW41 IR" x3f4m x 14" x 1.314" long. were roicoed at Mid
spoor and at 9"w points to etch poet h6 wine two 012 x 1 -112" iambi deal pan" snows. bcxyl 8bu tit apc
was and bctwem the shwriaum att2lss end dw ihas to avoid dim a otetal to also ewamct.
The sonar pons eau 1 - 54" agsae amphoe with a ux. chaos a each iris* cawr atnd t1M •aretion with a w611
thickness of 0, 06a" thick. An vMninan bataplaee enowu6mg 9.112" x 3 x I /d" tldck was fattened 19 1114 box of
eMch pos t using four Atli x Z" hatdatod MW flathead lapping scows (Robertson W)tltdaowe Type "A ► I. Far 014 x
2" pealmed sacwa (cmpb& with Mwtge brood, roodel MMx4O shim saacbors) seasfe csch pose to the cottd`ete floor.
Suppottiab the bosom tail midway between ft poste are IQ'ttgawre (0.0"*wall thickness) alumuv m pie w suppart
in which is seapped i sloe the t wmide ofthe bolt m null and secsred wing a single 08 x }12" selJftappft mew. Each
Icg h hov .nod to the sown" floor utita a 012 x 24 pmhcW mew (cotliplea wish s Mango bIWNL model blM40
sleeve arse u). See savdieci drawings in the Appendix ror details *040 general layout.
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R"oit No. 461.1297 —4c Page 2 of 3
1'X:ST RESULTS
BOCA National 9ulbding Code: Ses:dons 1615.11.2 attd 1615.0.7.1
i . 16 T3.ls.2
Guards shall be tlea PW and cea:anteted for ■ c000cna ood bad or20o pound. ('91 w opplid at ww pout sad
in anY direction Wlong dw top raiHnigmember-. Ouatdc bored lm otherOm dwalliaa lnl% b ooevpa AW$ in.Use
I Cratps &Z sod R 3 algal" aho, be daiprod ad eottsavviced for a uwf[ M Ioad o[SO pntasds per boot (74 !ta/rs)
applied hwh auft at the eoquiind gaud heap! and a sjuvi mmo wdtonn toad of 100 poarda per Coot (119
k&W applied venkauy dow ewward it duo mp *tow MwA T ealeraard sad usifoms iOrldistG t�OrediciUtte �cdl
not be applied sirsseleaeaosAy,
2. 1615.2.2.1
Tire kt 1111 arcs of aEaard 9WA be daipsod wid conaonatted for a horLmrrtal oviaenarared load o(200 peusds (91
kg) applied on a 1 sgrwe teat (0 -043 art) wee wA may pohn in dw system. WchKV4i imawediste TWIS at edw
tktntwtn serving this pargMM. This ioadwp cond itios siMil not be applied simuuaseousy • ith the !oaths&
cotsditloas H !auction 1613..7.
M= guardrail sawabiy whh000d *c IwAug eoadltioas as described above wMeb ioetuded 42 0 ssfity factor,
The glass irs peat kwdwg kxtoftd a 4.0 sally factor or No R a ava tht: I pwry foot arm
3. 206.1.1
The pwals said dw.* suppost *%can *&U be duiped to widatmod the loatds specUlGd in aaetlors 1615.8. A wfdy
factor of 4 shall be seed.
Mac gustdrait waanbly witbswod the lading ootditions w deea+boi above wbieL lNClttded • Z,0 safety factor.
'Me alaw to -tali paae:i Wading 6acteded a 4.0 saroty fluor or $00 Ibs over the 1 squw foot Mes.
07/11/2005 VON 17:14 [TX /RX 140 70081 0 018
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PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER D05 -291 DATE: 8 -8 -05
PROJECT NAME CYRSTAL RIDGE CONDO - BUILDING E
SITE ADDRESS 15330 SUNWOOD BL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
&',' '
Build' g Division Fire Prevention ❑ Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8-9-05
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 7PTING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
❑ No further Review Required
DATE:
APPROVALS OR CORRECTIONS DUE DATE: 9
Approved ❑ Approved with Conditions 1 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 /roudng sllp.doc
2-28-02
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Look Up a Contractor, Electrician or Plumber License Detail
Washington State Depart ment of Labor and Industries
General /Specialty Contractor
A business registered as a constriction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
License Information
License
MCBRICRO99JZ
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
4/9/1991
Expiration Date
3/25/2007
Suspend Date
Separation Date
Parent Company
Previous License
MCBRICI164D8
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
01/01/1980
WITTE, RICHARD A
01/01 /1980
Bond Information
Bond Bond
Company Account Effective Expiration Cancel Impaired Bond Received
h=l/jfortress. wa.gov/lni/bbip/printer.aspx?License=MCBRICRO99JZ
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Architect: RoOSrH•N"Of AIA
I -
11Q2 181h Avenus East
Bea11M Wa, 9&112 '
1 ?De) .1192
Slnlctural Engineer C1 Enginearing
100 Nalison, Suits 302
S@Alft Wi,, 96109
(209) 286•,612
Civll Engineer: Q.R. $bong Engineers
10602 N.E. 3alh PI. #101
-F:
(208) 827.3063 flE�'iE1VEC1
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landsctap Architect: The Johnson
Associates�
2203. E, Louisa St.
TUKWIU�•
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4010M
PEFIMIT CENTER
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i Lot Size: 3.85 Ades
A pDensity: 20 Units per Acm.
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1.1m s�
911
.
61h Avenue We, own
Architect: RoOSrH•N"Of AIA
I -
11Q2 181h Avenus East
Bea11M Wa, 9&112 '
1 ?De) .1192
Slnlctural Engineer C1 Enginearing
100 Nalison, Suits 302
S@Alft Wi,, 96109
(209) 286•,612
Civll Engineer: Q.R. $bong Engineers
10602 N.E. 3alh PI. #101
. Kirkland, We. 9&033
(208) 827.3063 flE�'iE1VEC1
EG
landsctap Architect: The Johnson
Associates�
2203. E, Louisa St.
TUKWIU�•
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4010M
PEFIMIT CENTER
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oni: R•4 District Low Aparlmenls
i Lot Size: 3.85 Ades
A pDensity: 20 Units per Acm.
Construction Notes -:
jNlctuak 72,.i1Nte .18.70 Units Per Acre
J%lk Requliementa.
All construction to comply *11 Iliv '�dlllon of iM I
ullding Height: 35'•0•
UNfOrm Buik9rig Code and ••
Backs
Conlragof.shall be knowledgeable with general conslnwtlon '
requirement&
ISeI
Fron(: �•-
�r,-
of the UnNdrm Building Code, Section 25. ,
Rear:
( !.- 3kf
All &&war, ekdr(cal, Plumbing, and vnechaNcal to conlorm
WIIh all appoc me coal, slate and national codes:
"•• !Open Space: 200 S.FJ UN1..14400 S.F.
00 NOT dCALE DR�WINGQ ,Consuh Architect for any
IParkl ,.
dmn'� clarifications, errprs.or oonlNct r
"bCarype Statbi
'0a 4gfaa Stalls
General contractor must verily dimensions pror 10 starting
work. Consult with Architect n.9a(ding errors, ornlssions, or
!
!
changes or 10 procescing with c
Prior 0nslrudion.
B U i l d i n g C ode
,
General Contractor
>J.
i
shall be responsible for providing a.
wealher•Ughl twilling Including all necessary sealants and !
Code ..1988 UBC
i�
!lashings. .
1 Constnncton V•1 Hour�app,rj 0
'�
These - drawings are bid- design documents. Th e J
I
OCaKlancy ClasWfatlotl Ri
OwWIDwebper and Contractor shall assume reaappoonsibiily
and Ilabialy for coordination of related bid•deslgn
!Wries
2 stories over basamery
work,
�uclrq but not limi led 10, electri , plumblrq healing, and
ventilation. THE ARCHITECT IS NOT i
LIABLE I
i
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t
FOR
CHANGES /CORRECTIONS . MADE BY ON SITE
INSPECTION DURING THE
CONSTRUCTION. COURSE OF
I,
I
Legal e� !
Th e
Th Contractor construction
lilll
shall utilize techniques and
P standard and acceptable 10 the
�... ,
conslruclion c.
industry. • The Architect does not assume liability or
responsibility for methods of construction,
Or ceUULMU
details ndt Included on these Conlrad•Documents.
D
Q,al n of Tract of IrMenxtian Ad6Uon to SeattN, ere
r in Voisin& 10 0l Plat a. page 55, Records KIWI;
rem Afc has not been retained or cOnWnsated
of
! n1y,Zlesctfbed as olk„ve:
to
provide design arWor.conatnralon rOvigw ; ssrvtces rela ting
BEGINNING at a POW In IM Ead&4 d said Tract 11 which U I,
to Cite CO/Xrad sa/ety precautions or to means. methods, !
technigU of procedures required for.rhe Conbaclor
:THENCE
182.791eet North d the SoutMaet comer llNrsol:
South 89 degrees 52'. Was, along the Northerly one
10
Pew Ns work• The undertaking of perioa c site vises by
tint Architect ap�� be ppnyt es,supervlsbn of
itMnof
ITMENCt:
300.86 feel;
South 00 depress 06' East 39e.t41eel;
actual :
00114tnrOm nor make Aim responsible for providing a sale '
Place kit Me perl0mraf� o/ Work by the
�EENNC� Nor11 89 dsgree& 62• East 141.65 loo.
THENC North 00 degrees Or. West 3e
can /racfor or
contractor's emp/oyesa or employee of suppliers of i
wbcorllricfors, or /or access, visits, use, work, travel
,THENCE
!BEGINNING;
North 89 degises Sr East 159.21 lest to the POIn101
..
or
any .
- sr• J
,
'EXCEPT
the Easterly i.4-Feel-as . coniggirsd to Ili .9 oily of
X"10 by Deed recorded Recadn0
Area Calculations
finder. No. 7909040818;
j:
`8ituate
- Washi n gton.
in the City of Tukwila,, County 01 Kira, Stale of
:..._ .
UNI Unit Patio/ 2nd Floor Total
ITves a De.nhrirt Rldos R F row,
A 111.1, br /lblh A•E 772 50
B ; 30' */2blh A•F 977 57 80 r J712l1i
"Short
W 101 Gty,oi Tukwila S lag Plat No: et ,90 SS,
C 30'2br /tblh A•E 986 50 99
+ 8 a D ox 5
01121100483:
Plat recorded 'ur,cler ,King Ceunly' R}�cord p
Total 72 945 Am 86088
TOGMER
lelnpo0".
with an easement for ingress, 624411 and utility
over the West W feel of.the Eas1.480.e6 feet and lying
h of lhi North 270.00
TM � y am, rda t
T °I' SF
lla
Page
feel' of Tract 1 t Interurban Addition to
City Of Seattle. as per Plat recofdid In Volume 10 of Plate,
55,.Records.of King County;
j',✓!
2 car - Ids' 4 8 100 ��OOt; 1-.0
r. 8
Slluale
r W
in t e CIf of Tukwila, Coum of K
Y. Y ing, Stale of
... to
810
3 oar 3 12 820 2480
6 ^ 2 .. , '10 1000 �Qpp
7 Car t
.
.
R .. _
Energy �' • ..
Cdtfe -
7' t35f1 1354
• er�,r 3 24; ,39D/ „� ;•
1: AN yla:ing lobe Insulated plats, data 60: - I'
i TOW :1 ' with prt'vale access door . 12840 r j q •�
with shared aacesb door ;
2. M=h Id1 gUl I0 be 21 %of Wait. I
3. Shower li ring egds &hall not excad 3 O;P.M.. !
h1 Iw•Garage static .
,1
4. WMN Helens chant meet ASFeiAE
b. All DWIS 10 be Insulated wlM Ihemmd k u1 p� 75 n�
tittf9udr,. •rnN.
tM'TWal Stalls
R 10 dr1# ambient air.' Provide glass doom. 1'
pi ni t Was b have aukrrnalo der
1 and windows b be lolly
/ S +eta .Total . 144.29% r
i lot,
we�haalripped.
t :.A Provide �ttaoM Exhau&1 aeprsidy to mil« hui'bgh and dryer. r
A,B. C,D,E 11270 784 940 12974 1 4520
5982 388 490 6740
•.
Mims R•19.
R-10
Roe. : 1 2263
Storage 1913 1813
iGa�te 1287 0
C a. R30
A 'W'Vas& ' :ice 'J p i � s , c � r , e . w ; � ,, Cen10111 1116x( A� Q �,~ I w s r - Cotkxels Slab Perimeter .R-4,5 - - L
B ' t 2 4 } ( "' e � t ' � y T� � +'n.GM B��IVs F.;eva11M ' l $ u tl + ;* t �.c.l j. .._.. ..... _ `' •fTOI&I 40079
C r •'�r•R!'pOM.!treN #rMN'� Igph.>�.�44K�NvaYon �� �., t r�• +nr ,.. •1�'! .... - _ 1 .
Unit Zp::l:,•T t>teq(s�Gfr, , ,•f .. ,�1, � •b. t�alfE_... • . I.
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onga � �: t,:r E(e�r�tlpMly; i...y.A: , w.' .,. ;A r : _ ` rr i; ,,NT.s DYER.•IN1b ►�Jf:trJf.
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... 114
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10
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on
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Second. Floor.Plan /Roof Framin
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First Floor Plan /Second Floor Frami
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