HomeMy WebLinkAboutPermit D05-265 - CRYSTAL RIDGE CONDOMINIUM - DECKSCRYSTAL RIDGE
CONDOMINIUMS
15345 SUNWOOD BL
D05-265
Parcel No.: 3597000200
Address: 15345 SUNWOOD BL TUKW
Suite No:
DEVELOPMENT PERMIT
Steven M. Mullet, Mayor
Steve Lancaster, Director
D05 -265
08/15/2005
02/11/2006
Tenant:
Name: CRYSTAL RIDGE CONDOMINIUM
Address: 15345 SUNWOOD BL, TUKWILA WA
Owner:
Name:
CRYSTAL RIDGE HOA
Address:
C/O BELL- ANDERSON & ASSOC, PO BOX 5640
Contact Person:
Name:
RON HOLMWALL
Address:
15345 SUNWOOD BL, TUKWILA WA
Contractor:
Name:
MCBRIDE CONST RESOURCES INC
Address:
224 NICKERSON ST, SEATTLE WA
Contractor
License No: MCBRICRO993Z
Number: 0
Start Time:
Volumes: Cut
Start Time:
DESCRIPTION OF WORK:
REPAIR EXISTING DECKS ON BUILDING D. REMOVE AND REPLACE DECK PLYWOOD, REMOVE AND REPLACE RAILINGS,
NEW FLASHINGS AND ELASTOMERK COATINGS.
Value of Construction: $127,800.00 Fees Collected: $927.10
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
Flood Control Zone: N
Hauling: N
Land Altering: N
Landscape Irrigation: N
Moving Oversize Load: N
Sanitary Side Sewer: N
Sewer Main Extension: N
Storm Drainage: N
Street Use: N
Water Main Extension: N
Water Meter: N
City ar 'Tukwila '
Department of Conimuitity Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.us
Permit Number:
Issue Date:
Permit Expires On:
Phone: (206)852 -8195
Phone: 360 - 474 -1970
Phone:
Expiration Date: 03/25/2007
0 c.y.
Size (Inches): 0
End Time:
Fill 0 c.y.
End Time:
Private: Public:
Profit: N Non - Profit: N
Private: Public:
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doc: IBC - Permit D05 -265 Printed: 08 -15 -2005
City oj
Departntettt of Coma :unity 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 -265
Issue Date: 08/15/2005
Permit Expires On: 02/11/2006
Permit Center Authorized Signature: Date: 5 --O
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 const action or the performance of work. I am authorized to sign and obtain this development permit.
Signature: Date: ` 1 C� S �
Print Name: �� (Z C 0 C' Ro y
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.
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doe: IBC- Permit 005 -265 Printed: 08 -15 -2005
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City of Tukwila
90
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 3597000200 Permit Number: X05-265
Address: 15345 SUNWOOD BL TUKW Status: ISSUED
Suite No: Applied Date: 07/20/2005
Tenant: CRYSTAL RIDGE CONDOMINIUM 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.
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 -265 Printed: 08 -15 -2005
i
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / 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: Date• s
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Print Name: 2 r C-d S c7 2c9 V F
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doc: Conditions
D05 -265
Printed: 08 -15 -2005
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au. w CITY OF TUKWILA
� Q Community Development Department
g Public Works Department
Permit Center
' 906 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
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.CONTACT PERSON ' ..
..SITE :: CATION
King Co Assessor's Tax No.: _ ��IDD
Site Address: 1,534S SLLi t i7 �JJ LQ ID Suite Number: Floor:
Tenant Name: C� / TAG E New Tenant: ❑ .... Yes ❑ ..No
Property Owners Name: /,9Y 3 - 54L- TOG , r,-- AO,M&XJU9�<- &__s l-
Mailing Address: /534S 78 /88
City State Zip
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.
"Please Print"
Name: 9tuj 1ft�L�(t�J�LL Day Telephone: _ - A74- t57-0
Mailing Address: 0 ,W � JOQo ,?pLV _0 bg W I L- A 61 1 -89
City Slate Zip
E -Mail Address: Fax Number:_
GENERAL_ CONTRACTOR INFORMATION - (Mechanical Contractor information.on back page)
Company Name: J0G591,0L r — O l_S! fAE - 000CE3 ZlUG
Mailing Address: 2-4- iU IG K _9<5 n ca 7 rr_ y / O 9
City State Iip
Contact Person: Day Telephone: Zoe- Zc�U — 7 1Z1
E -Mail Address: Fax Number:
Contractor Registration Number: (c E)Z Expiration Date: Z :5 • O 7
* *An original or notarized copy of 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: 0 1A
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
ENGINEER.OF RECORD _,Ml plans must be wet stamped by Engineer of Record '
Company Name: N
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
q:\\pemits plus \icc chanses\permit application (7 -2004)
Revised: 6.8.05 Page t
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::BUILDING PERMIT. INFORMATION'S 206.431. -3670 .
Valuation of Project (contractor's bid price): O Existing Building Valuation: $
Scope of Work (please provide detailed information): REM /9 FXfS IA)G OGGI45 R E/tf nVIE
CEP V25cK WOOD, 9E�Qlz& RF, +=� R�IGlNGzS. Nil FG�I S��J�r/
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 structures, plus any decks over 8 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 oyme'r 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 j ❑ ..No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS: ,-
❑.. Sprinklers ❑ ..Automatic Fire Alarm ❑ None ❑ . Other (specify)
Will there be storage 'or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [
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:l\pecmits plWkc changes \permit application (7.2014)
Revised: 6.8.05 Page 2
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Existing
Interior
Remodel
Addition to
Existing
Structure
N
ype of
Construction
per IBC
Type of
Occupancy per
IBC
1't Floor
2 ". Floor
3` .Floor'
Floors thru
IZ
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 8 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 oyme'r 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 j ❑ ..No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS: ,-
❑.. Sprinklers ❑ ..Automatic Fire Alarm ❑ None ❑ . Other (specify)
Will there be storage 'or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [
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:l\pecmits plWkc changes \permit application (7.2014)
Revised: 6.8.05 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):
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Use: Residential: New .... ❑ Replacement..... ❑
I Commercial: New .... ❑ Replacement..... ❑
1
Fuel Type Electric.....❑ Gas ❑ Other:
r Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
Unit Type:
Qty
Unit Type:.
Qty
I Boiler/Compressor:
Q
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
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
<10,000 CFM
Equipment
PERMIT APPLICATION: NOTES - Applicable to all permitsi in this 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 OWNUR OR'AUTWRIZED AGENT:
Signature:
.Date: 7 ZU - U6
Print Name: 4 1` g_ F� �e`�= ��,�',w Day Telephone: Z0& - Z63 , 71 Zr
Mailing Address: 2- �?_ 4- /J (GK r42,SCA/ � �y tLrz ___ gi 10 f2
City State Zip
Date Application Accepted: Date Application Expires: Sta tials:
q:1 \permits plusticc changeApermit application (7.2004)
Revised. 6.3.05 Page 4
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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RECEIPT
Parcel No.: 3597000200 Permit Number: D05 -265
Address: 15345 SUNWOOD BL TUIKW Status: PENDING
Suite No: Applied Date: 07/20/2005
Applicant: CRYSTAL RIDGE Issue Date:
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Receipt No.: R05 -01060 Payment Amount: 927.10
{
! Initials: BLH Payment Date: 07/20/2005 02:28 PM
User ID: ADMIN Balance: $1,430.80
Payee: MCBRIDE CONSTRUCTION RESOURCES INC
i
TRANSACTION LIST:
j Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check 1546 927.10
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ACCOUNT ITEM LIST:
Description - - - -__ Account Code Current Pmts
------------------------ ---------- - - - - -- ------ - - - - --
PLAN CHECK - NONRES 000/345.830 927.10
I Total: 927.10
i
5181 07/21 9716 TOTAL 927.10
doc: Receipt °' Printed: 07 -20 -2005
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INSPECTION RECORD v ��
Retain a copy with permit a
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670
Pr 'ect:
ZL �4
ype of Inspect' on: :
Address.
t pecia
ate Called!. ' a
Ins ructions:
Date Want a.m.
DJ 1 05 m.
Requ st
Phone No:
2
Approved per applicable codes. E] Corrections required prior to approval.
COMMENTS:
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INSPECTION RECORD
Retain a copy with permit s
INSPECTION N0. P06) 431-3670 S fj
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Pro' ct:
Type of Ins tion: , aq 6
Address: U
Dat Called:
Special Instru tions:
Date Wanted: � M.
C/ M.
Reque to
Phone No
O�
';L
Receipt No.: Date:
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paid at 6300 5outhcenter Blvd., Suite 100. Call to sechedule reinspection
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Remove surl'ace'plywood 8" back and replace
With New AC exterior cross- banded Plywood
1x4 1'a Trim.
Continuous metal vent. I
4x4 solid Blocking at all Rail Post Locations.
secure to inside of Rim Joist with screws
s rand Comet Adhesive.
/z "x 1 5 /8 " trim, ° _
2xAFacia Board. Mitre all corners and caulk. 1
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leter"It Tedti tg Sarvkcs NA 14dMatpodc Henley hos eondualed Unifoan and Concentrated load Oats on as altumin m
guardrail werably tttaenafsctawl at EkeeN [tailing Systems Ltd, manu6mctaring pliant In Sw . BC The rail asseatbly
was idcm iced as the "Componcut aka Syska (42" Heiotp' sad win wow an J ana" 19.2000.
The tcsgng was eeaduskd i+l aceml nee with 00 BOCA National Building Code 11999. sections 16 15.19.2 - Guard
Design and CoftsMeeiwa" and 1615.8.2.1 'Wflll Areas".
D89CR1PTION
The suardralil is (12D) wide n9 murod Dom comapost to earnerpod (wbich iaeludes 0 ho:rfaediaee post at mid -open)
one is (42 high maswed from dark level to the trop of the pteawdr*iL
The sop rdI is corasnvicted in two piecrs lateen kin of s s ibssd and a atop -on Square Top !tail cap. The sub -omit is
tastetad to the top otesch corner" usi g cwo N 12 it 1 -14" pinbead stmawa The corner deeve portion of 9w top cap
is 01we cut clad welded are extouls approKknately 4" b obbet aids. East top nip noes awlia maly ffra + one 90" coratcc
aegandt to dur *hoar. Where the trop and bongs raib attach to the building wall saucmm a wall attachmem pleas
provided.
A 2 - 112" wide rh 3" b* h x 113" alanthaam piale s&mnbIy ("mpletle with 1.112" long welded ■kcve) is fastened to the
1 and of the toprail usla,6 twro 012 x 1 -142" panbeed acrews and thtes 014 x 2" poberd straws (compl as wash MuW
brand. model UNW11 sleeve awhats) which secure tlao wa0 at echment plate to the careers wall saucmure. A 1.12'
wide x 2-7/2" Aigtt x l /3" thick almnimairn plate asta Ely Is Maenad to t w coil of Hag bonanteail baing a aolrb /0 x 71 4
self tapping pw1head screw and two 1114 x 2" pan" screws (eatttplels with Mwp brand, Inodal MNS140 sleeve
mrKhors) which fticum the well wucb n m plate to to aoncn o wall sutworc. IM bottom rails am fattened m a I' long
exw do d aluminum mU ap usins a skWe 03 x 114" self tapping sorehead screw. Eada,of the rail clips, located on either
:ide of each post. are [Retested to Ile punt using two 0 12 at t-)/Y' panimood memwe.
A tenarpaNd glass paael 0222" (3.63a m) thick is sa ppoRod betwean the top stab -rail std the tapered cissmael shspod
bwtaom rail. A ccoocbutkd vloyl sleeve b pmvidW within balk the top saab-sail chsmshel and the bto a r tail chmnel.'The,
vinyl a)oeve in the top c>,atenel is approXtttatuly 1 "deep. The vitkirl leave in the bottoho.duataacl is approximWly Ur
deep. T>trce pains of extruded alatniawn algks, each bek q 1.1/2"x 31V x I/g" x 1.314" long, were faaseaed at mid
spat► and at quattar points to each pone leg wing two 012 x 1 -l/2" wakless steel paatinend screws, linty[ ghWaS tape
Was and berwean the atudaiauas asSlss mW tits Slams to avoid d'uom anatal to &law coamct.
The comr peft are 1 -Sm" of "re coa.Plate with a screw Chan aR each inside Collier gad MM- 11ccuun with a wall
thiek:nast of 0,068" chick. An ahlwairnvn baseplaw awasuring 3.1/2 x 3412" x 114" duck was fastened W the base of
each post using tow 012 x 2" hudened stool Rathad tapping mctswa (Robatson Whiu*ewe Type "X). Faun 014 x
2" panhend screws (complete with Mtarago Wand, nwdel MMx40 show mcbors) sewn* tech pens[ m the cotham Haar.
Supponixg the bottom tail midway beavt.ao aloe poops we 12" square (0.00"wall khkkness) alattnkom piekcl support
leg which is strapped 1tt0o the U04Mlde of the bottom rail and scanned waa+g a ftie 08,x Ur telFtapping shrew. Each
Icg is f:asened to fie coocrote tlw using a 012 x 2« pmairced snow (ooappl to with a Mango, brand, model MNBx4D
sbeve anchor) See atu ehed drawino is the Appendix for dated# *"a gesneml, layout.
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ReW No. 41:1.1297 — 4c pap Z of 3
TEST RESULTS
BOCA National Bu)iding Code: Sections 1615.12 and 1615.8.2.1
1615.8.2
Guards Shall be damp W and ceastrnrcted for a woaamnatod toed 01'200 pourtda (93 ke) swimd at WW point anal
m sty threatens along So top railkS mmbu•. Onasdt loosed In other Than dwelltttS 11p11s is 0oarpateles in,�lee
C;nxws It-2 and R 3 dhe11 ape be "p W Sad constructed for a undbmt load of SO pounds' pa (74 !calm)
applied hodmaotalty al the required Soso helps and a sinrtulnnaow wnifwm Lail of 100 p00183 per foot (149
kW'M) applied %V0icdq doom wd na llto Top of the zwA 71w eoacesm aed errd unifunnl tooding WR4MOM tbOl l
not be applied slmnlr r copy/
161 5.1 - 2.1
The In -(il) area o[ a aaard adult be da4x d aid eongaubd for a hata0nrtsl cowoammed lad of tot] paved+ (91
kZ) applied on a I agwie foes (0.093 nag) am nt any poem in else system, inchki ft in)eaDWIM ails a QdW
elessem navies this purpose: Phis loading condition Shall riot be applied simultunowly wA the lona"S
condition in Section 1613.1.2.
71m guardrail saaaabiy wirlsaoaod du latldeS conditiow ass described above which inckulad a 2.0 safety l&
The 6100 its-f W panel loading hvCh ded a 4A saw factor or i001bd aver the I oquw Foot area.
3, 2406.1.1
The pWAW anvil the MmM Vet m "U bo designed b sr4h owd ft !Saab sprcificd in median 1615.1. A qty
fsttor of 4 Ship be wed.
Mu guudrait numbly withstood the looditlg oonditlons as desarbod above which I ndudod ra ZOsafety factor.
The alas,! In -Irdl pane) loading 6rcluded a 4, 0 saCMy factor or i001bs over the i square foot Noa.
07/11/2005 YON 17:14 (TX /RX NO 70081 Q019
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CONCLUSION
MW VW*W %yaM Md joMMO i M M described h d= FqMt (Md ROWW *RW W O) IDUM the 1"ding M"b wwls
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Rsvktd Diets: September 16. 200«
PREFACE
All st mitts undevtsktn at subject to the fo8owieg VmcW policy:
I. This rrgort is for the oACWhto we a(bUrtek Teoft Servimms NA LOd.'s (rMS) client m4 is V5.0v dtd pwvumu ra
tAeapeaaas�r bctwer�] i' Sswdibclictet :i1'6'seosponabilitysadWbil s *Vmcedtolbcift mmfcoaditioncof
&C mgmmnmc nS msammo No lisblli(y to N:y paM, adwe thug to the c?ivo in seoordla ft with the agteulm; ror any
IOU,, erxpwuov or da aep mcssioved by die use ordWs report.
2. Only the cliout It aatboHsed to copy or dbktbvlc dgs mpott and thatooly is its emircty. Any zm of Ma l'IS name ar
one of its masks for rho sda or advert am" or Se teased aUMIA pto*= of adrvka mast first be approved in
i vKiting by rM.
3. The obsemNams aasd eost cesdts in Sis sepael we rel mam a* to the tax%* tcmd. This repots by ibalydom w
kn* tbot the awserA prodma at series is er has am be= tutda'sut M aettifnstiom progm
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71w , corner Post& ate 1 -518 sapove wouldee with a scow 01114" At wch ktrlda ontaer said ratld.aeetion wild a .gall
thicbw3s of 0.468• thick An alaoiaorobasepblo tsieasWk% 3.1/7" x 3.1/2• x I N" dddc was fad t o d w bast of each
past usins fm NI 2 x 2" hardoatd abel na&ead uffir g screws (Robaguan Whoobouse Type 0 A"). Four er14 x Z"
paohe:sd sttewa Oort fo&ft with bhW4W brwd. oiodel MN8x40 aloavo apcl rots) secure awk post to the eoocceW Goa.
SupPotHns the bOftm affil midway bwmeo toil poets Ara I /2" .qunc (0A60 t4tielmcs+) ahant =pWWt sappaat lag
welch i; snapped Taco die andersido ofthe tbRoln rail sled secilrod wtri; a Aissb � x l/2 aGiZW.$1C1i tsg it
fastened b the coocraW floor mains a 012 x 2" pasbead scoow (vorrr)plete VA* a Mmqo brand, t acw M x4o %leave
anchor). Sae apadled dtawbos in the Appcodix for detaib atd a gesmal IaywL
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INTRODUCTION
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guardrail assembly amaoiacknud at Well ti kj SysMw Lt& enasufnWiap pbrat in Surrey. 5C. The tag to embly
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was ideatifted as Me "Coutpontat G1aas Syslma (42" Height)" and was teded ob January 19, 2000,
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The tatting %*w cotNiucbd to deta mote if the ward Rail Anet*ly► b istaccou we WM Ilia BOCA National Building
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Cadc (1999. s Wags r 1613.8.2 4 Guied Dtsip sad Coesevction" and 1615.8.2.1 "Ito-rift Areas ".
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A OAWW engskeetiit,E wals"on of the sectitim pmptrties of the ow pier Fate Round and Bxoell Sgwse Wcldtd
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Pick tap rail was tondnaud on Yal y 30,1002 As Pon of Projea No.: 3028342. Maim evahWiw was to detcmline if
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the one -piece nit q^Wm Would pedDttts a! well at beaw don the IW"iece motion. Fiadios that the oroe -pfecc
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systaas b an sccssptatyla alaeraste it ho: been InckWed w &*.Vm .
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In addidea to ** abaft, an avaluuo ipi wen eoududed to da mien if Ilse swodrsH a mm*ly nwess Ibe load
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rogoircraeMa oftlra l lemostioual Hulling Code 2000 (MC), Sec6oa 1607.7.1.
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Thaguardralt a (120") wide araasttred Otom coma pan to eo nm post(wbich incladesan intertnediale Post
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and is (42 ") higb nwatwed fi am dock level to the top of die awrdrat7.
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7%0 tap tail is cottsawAnd in two piotcs contiatins of a sub -rail said a saap•ori Squatc Top Rail Cap. Tbc sub -rail is
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fasecttod b Qre tap 6f rAch eov=pwl using me 012x I -lR" pwi ead sw eve. IMO coma 3lompoctiom oftle lop cap is
am
01411 M cut d w+oldod and ader L awaxinwidy ♦" to either side. Each lopcap nasa eeoa u outi dy fibtn we 90" oarner
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MV0,11t b tho olhor. Whore the sap asid loam sib aaacb to dw building wall awwoue a wall ansochAMM plate is
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A 2 -112" folds x 3" bishx 1 /9" 4a inatnplasa aaembly (complete with 1 -111 loos %vldedskew) is b xkmd to tha errd
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of die u9mil mina two 8L2 x,1 -112 pAIAMid satewa and throo 014 x Y paWmd scram (contplew with MnnRo brand.
model MN3x40 dMAN aaclroas) whleb "cars 00 wall alLwA saaalphna to tiro cosctofo wall mvcttee. A i-I12 "w1de x 2-
7/8" MO x Us° tbek "atainuaa plate swernbly Is fa awd to the cad of The boMmead uskq a sin& 05 x 314 sdf
% W W9 Paced screw MW t" 014 x 2" padmd scrawl (complole with M=8 a 6tand, sonde) MN8x40 skew nwWrs)
whirb secure Iko wall maab scut pkta to eb oow4m wall strocu v. The boamrails are Amend io a 1" long extrudod
ttluaiitttint rail clip MONS a s*9U #8 x 3/4" self tappraE Pfd jessw. Each of the tail dips. bashed on either side of
encA post, am fasteated to tae post wing rwo 012 x 1- U2" pt►dtaaa screws.
A aMWered slags pand 0.222" (5.63~) tkidt is supported bamen flee trop submit and the tapered dumad Moped
botsosnrail. A eo•orevridad vinyl sleel►tia provided widitn both then bpsub -tail rbauna] fwd then bottv:n tail C6aooet. The
- vfayl skew fat the atop channel is apyrMiu melt' 1" deep. The vinyl aloevn is do bottom ehuml is approximawly 112"
deep.
71w , corner Post& ate 1 -518 sapove wouldee with a scow 01114" At wch ktrlda ontaer said ratld.aeetion wild a .gall
thicbw3s of 0.468• thick An alaoiaorobasepblo tsieasWk% 3.1/7" x 3.1/2• x I N" dddc was fad t o d w bast of each
past usins fm NI 2 x 2" hardoatd abel na&ead uffir g screws (Robaguan Whoobouse Type 0 A"). Four er14 x Z"
paohe:sd sttewa Oort fo&ft with bhW4W brwd. oiodel MN8x40 aloavo apcl rots) secure awk post to the eoocceW Goa.
SupPotHns the bOftm affil midway bwmeo toil poets Ara I /2" .qunc (0A60 t4tielmcs+) ahant =pWWt sappaat lag
welch i; snapped Taco die andersido ofthe tbRoln rail sled secilrod wtri; a Aissb � x l/2 aGiZW.$1C1i tsg it
fastened b the coocraW floor mains a 012 x 2" pasbead scoow (vorrr)plete VA* a Mmqo brand, t acw M x4o %leave
anchor). Sae apadled dtawbos in the Appcodix for detaib atd a gesmal IaywL
07/11/2005 LION 17:14 (TX /RX NO 70081 19 008
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Re M No. 491-34M - 4c / 302#3+13 .4 Fa 4 of 5
CODS RROUiRE1AM5 Rimlood bale: Sac Umfioer K "02
Iatermtlemal xUIW ter Coda Im
1607.7.3 Headra lls and gu ntri. Handrail saseYabites and goads shall be designed to resist a load of $0 poumb per
Ibtear loot (pound par tool) (0.731dt m) applied in any dtrecdoa st dto top and tottamrfel this Iead rbromo the svppom
to the spratctaae.
Exceptions
t. For one -and ftv.fm gy dwojkvM mly ft sitty tae'toceWad load mqubvd by Section 1607.7.1.1 dhalt be
"plied,
2. In Ck&4 a 1.3. F. H and S ooc tposmies. for areas that are not accasiWe so the Vwjel public sad flat bave
as oceupsm load no g mfu that 50, do ttlinimmm load #haft be *zU be 20 petaldt per foot (0.29 iWn*.
1f071.1.1 Caneemirmisi Ilmd. Handrail -- i. sad Saw& do bo" to assist a situ oomcettt ated load of
20o pommb (0 69 JW? . a"I" is stab dileetim at #try poise along the top, and have saw4tram dari¢m *td
supporting soltleMc to #+seder+ rbis badgg to apptopride sslmtnarl eka+eaM of the boNdim& This load rood trot be
slurred to sat ooneua atlr Wim Use loads specified in dte pecedla= ParagupL
1687.7.1.2 Com f emeals. lmftm edirle rails (all those accept the ban&mg). ba bdm ad panel fillers aboll be
de tiPW to vvWmiand a horb merry grpilkol normal bad of $0 powids (0.221t11tj as an sma not to es ceed 1 squalt:
foot (305 arm') inchsdin6 upamttp cad space bacw m rails. PAnctioas Ids loadlog are mot required Ic be
sweriafposed wm Qoss ofcilltarpnov&Wpwag iph.
1. 07.7.1.3 Stress Wacame. W bens bovilraila 4rt0 SmAs am dadVwd is aceosdmtce with the praaisiotts for allowable
nmu dada (worlIng scree dle sigm) eotc vWv dy for the loads Veeifiod in Section 1607.7.1. the allowable avpa for tbc
- imm *cn arA 1hak Wachum to are perteigad b be Wereased by am tbpd,
77w required aft *am for proof teslad asomblim it 15 in accerdame wit clause 1714.3.1.
The safiay Wfor for yeas used in bartdauU tend Slmatds is 4 in acaeraaow whit c)mm 2407.1.1.
TEST MULIM
1. A harfzoesl toad o[ 12S IbaM! velar applied tb the top tut wif5tour failftro.
2. A horizon W coacent[1Mod load of MM !bs vfas applied % the sop rail ++idiom failure.
3. A bortzontol load of200 lbs was applied ovor a ow.foot aqua aria Of 00 Sib" jdW wilbaw SWUM.
om MCF. Tear RAIL
�1a anjimoor i>g evaluadoat urn+ Ooedvged ys, ektarrtise if tlrc Fait all Retmd and Exadt Sgmm ou vgiece welded
*ket top rails am egdvafent to dw two -ow sysoeat that was isWftaily evah aced.
The om -place a was *mtd to be as umptable dtunic based ou the folhmnrirts:
I Testlas of tlto istitial sytsmu revealed tlsr fbo two -piece wfaably cltd rot work as a eoagpmita sactiaaa
2. 71m lafttal section properties (Momom of Inertia) of to emlimm symWom amed that of the top cap mcdoa of
OW TWo-pieoe syi+leM MW lop tap provides do Ranier* of Ole IMeerl stifftm of the system.
3. 71eo addition of dx imaggates bottom plate to a= onelowe ayamm sigfaitFicat dy bndatstst:a the buckli*S aapaeity
of the wit.
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ALUMIRL74 GUARDRAIL ASSEMBLY
TO THE
INTS MATIONAL BUILDING COO 2000
FOR
EXCELL RAILING SVbl IYIS LTD.
WOG -1 ,"14 ANVIL WAY
SURREY. nC V3W $97
REPORT PRZPARED BY
INTI6 IM NMI LNG SKIWICBS NA LTD.
WARNOCK HERS"
I11 SCHOOLIKOUSE S T
COQUITLAM, BC V3K 4X9
RF,PORT NUNIMR: 481 -1456 - lc
DATE- :NARCH 6. 2000
REVISED DATE] SBPTEMI!X*t 16.2002
U,NDZ'k PROJZ r P NO.: 3420434
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07/11/2005 IKON 17:14 (TX /RX NO 70081 Q 011
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F'I'B, SEMKO
REPORT OF
JPRODUCT X VA16UATION
CONDVCTROON A
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licall i "Ing System Ltd. March 6.2004
s hnaoduodon tfot/1.xd
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4
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w aorrelne with Inc R uinroeM
TABLE OF CON'S NTS
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nw.•....... wa...»...... w»...«...... w... w«... w..... ......+.
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( CONCLUSION
5
APPMDIXA - Ofl'TA><1.5 OF TIM TESTRD SYST6M .«.....»..,»_.-..-....«..... r.... ..... »_.......».« ..............
6rA1�S
AI+PF,NDIX B - IMITA= OF THE ALIVINATE ON1 -PUC9
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tb include one- ' ae tail and MC Aac twee
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Test Results si
w aorrelne with Inc R uinroeM
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l weell Railing Sysimm Ltd. Maneh 6,2m
Aged No. 48]- 1436-1x/ 3025343 -2 Page 2 or
Ravised Date: Scpkmb& 96,1W.
PREFACE
All aenqcea nadab*m ace wbject to the followi,h8 ,meal policy;
1- This report to 1'ot dho enelosm um of Mbrick Teatft Scri um WA txCs (M's) client and is provided prima r to
ibe, agmene nt between ITS and its cliethl, ITS's rawati ab8ity and liability are 11aUted to the ream and coWlaoas of
the s8reemewt. Cat's sasetne m Itabtlrty to a party. vtbm assn to the c3W* in accordance with the agmemem, for any
lots, atpenfle or elsatage occasioned by the use of This report.
2. Qhdy 60 cleat is awborkicd to copy or distribute this report and thm e* bn its entitety. Any vac oftbe I'TS h3ame of
00e at its M%fts for tbs sate or admdoemetit of the tested t1 criv?, product or service moat fatal be approved in
wnd" by ITS.
3- The observations std test remdm is this repot are maiovaar only10 the sampia maw. This report by itself dons not
inVIy asst the material, prodmt serviice is or has ever been undo eel Tr$ ecrtitication pro gram.
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p.J
Exceq Railing Systems I.M. March C 2000
R g�N o.48 3 4 S � ►" �r U/30 �„�+i.w�� pap 3 ors
Revised Date: Septeather 16.20OL
1NTROPVC7l0N
intcrtck Trotting Services NA Ltd./Wamoah Rcrseyhu condtu:ted Uniform curd Cottetntmted load testa ortattabaauttrm
guardmil assembly nasstufictured at Bwell Railing Syttrms Ltd. n attafacning plant kn Stntey, DC. The Eualdrul
astrertrbly wms iden%&d as rho "Welded Picioet System (42 Heip err and vms tested on Jatwary 14, 2000.
Thetoating wan conducted tod0sermino iftheCkard Rail Assembly it{ in Compliance with the BOC:A National Building
Cods: 1993, Sections 1615.8.2 "t3l+atd Design and Construction" Karl 1615.81,1 "In -lilt Areas ".
A further eogincering evaluation of the section properties of the olte piece Excell Romtd and Rxccll Square Welded
Fick top tail was cmducted on July 30, 2002 as part oflPwjeet No.r 3028343. This eva1Mion was to determine !f
the one-piece tall system would perform as well or beau than the two-piece sactton, Filch%, thm this OR&piece
system is an acceptable alternate it Iva been included is thin report.
In additiva to the above. an evaluation was eondudted to detemdat: i[ehts guardrafl amscrnbly mrcrs The load
requfremeada of the b"CrastituW 13a1i cWXCede 2000 (113CX Section 1607.7.1.
DESCRII'1'iON
The guardrail is ( ♦ ") wide nwaoured (nosh camerpost to comerpo-vt and (42 ")hiahmuasurod from deck level to the
cop of dw gcutcdrail.
1
The top nil is cottsttucicd is two pieeep cotrsistio$ of a Ob -mil and a rasp -on Square Top Rail cap. Mk sub -rail is
fast+ettad to the top ofeach comer post use twro /112 x 1 -117" patilmd aacws. The coma 31cewo portion of the top CV 13
nuttc curand welded and extends appMXJJ ttmly 4" lo either side. Esch top cap tum continuously from ono 90 corner
:camera to the other. Where the top acrd bottom rails attach to die Uading wa(1 svwttrre a wall attachment plats is
Provided.
A 2 - 1/2 "wide x 3 high x 118" alwrtinuo planc awambly (complete witb 1 - 1/2" long wieMed sleeve) isfasmandtothe end
of tltc top f ail traits){ two 012 x 1-112" panitead screws and three A 14 tt 2" pinhead mot" (compicte wiQt Mungo brand,
model MN8rt40 11144ve ancbm) whhd, secure the wall atiscbt won plate to the coacrete wall stnactumm- A 1- 518 "widex I-
1/2" high x I/8" dick ahaviowia plate assembly is fastened to the and of die battorn ail using a Sim& #8 x 3/4" self
tapping p udisad aetow andtwo #14 x 1" paoicodscre" (curoplcic with Mtacgo bmM, uwdel Mt809 slccve anchors)
Which sectnre the wall attltehcnaat plate to the concrete wall stractum. The bottom rails are i'ixtarlcd to a 1 " lvagext Med
al+nninurn mil clip using a single 08 k 3/4• self tapping p4nhmd scrca. Each of the rail clips, located on either side of
etch post, arc fastened to *0 post ustnp, two 012 x 1- 1/2" paulmad screws.
Alambutn ptckm cneaunW 51$* it SM* x 0.050" thick tun welded between► the top sub -rail and tho chmnal shaped
bottornsail and spaced 4-112" apart de. Eaa picket is welded at eithersW to the cop cub -rail and fin throagb 4 %quam
punched opening in the bonom call and welded to one aide.
'The- corner po►us tine 1 -518" square complete with a screw chase at each iatcitic corner And mid- section with a wall
thickrtoas ofQ.064" thldt. /1n alut>ttlnurRt Oasoplate tanesstsring 3 -U2" x 3.112" x 1/4" thickWsS ikstenrd to tlb bate ofac6
poet using four #12 x 2" bwtdened steel flathead screws (R+obert = WhAdbousc Type "A'). Fc4ff d14 x 2" panbcad
Wmwa (eo victo wish Mungo brand. r m4W MN8x40 sleeve aachw,) secures eacft post to tht: concmte floor. Supports
the wckW picket bottom nil at tbrco equally stpaacd points betweeta tho pasts at 12" square, 0.060" wall alurniawo
picket support legs which an Irratarted qVy t hnately I" inn the ale" pickcu card secured tail a sW&lc 09 x 1R" self
teppirsg actew. Zwch Ives is framned to the concrete floor using a 012 x 2 Poobaad screw (comp with a Muzgrr brand,
model MN8x40 sleeve anchor). Save asuebed dn►winip its the appendix fcw details abd a gcrinal layout.
07/11/2005 MON 17:14 [TX /RX NO 70081 0 014
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Ram 110 401- 145&le 130211343.2 _ P&"4 of 5
CODS REQU6REMIM - TS
Iwleroadond ladldlttg Cade 2000
Revised Date: Septomber 16.2002
1607.7.1 HwWraik std guards Hartdttnil assemblies and guards shoU be designed to resisr a load of 50 pain► per
linear foot (pound per foot) (0.73 kNlm) applied iq ally dirco400 atthe top and to ttansfe: this load dKougb tht supports
to the tttn'uonae.
Etteeptioas
1. For otte -and two farttily dwelling%. only the single coactrattared Iced required by Section 1607.:.1.1 $Mll be
app�tiod.
2. In Groups I .J. P. H and S eccupanwes. for areas rhos arc not accessible to ttte general public and tbathave
an occuputt toad no gmaler Wass 50, the inialmum load shall be ehatl he 20 pounds per foot (0.29 Whn).
1607.7.1,1 Concentrated WW. Handrail assemblies and guards shall be able to resist a :tingle concentrated land of
200 pounds (40.89 kM. applied in any directicm at errs point along the top, sad have attachment devices and
suppor tys smw tv to vswfer this loading to appropriate ststtcttral elements of the building. This load need not be
assuaged b act eon ommady with the loads apcdrxd in due pmvediog paragraph
1607.7.11.2 Cis Wpmaeltto. htter:nediate Wle (all thorc except the handrail), balusters and panel fillers shall be
designed to withstand a bwiz nntttlly appbW normal load of 50 pomda (0.2 W) oat ail area not to exceed 1 sgmv
foot 1303 n U lootudka openings and agaco berween rails. Reactions doe to this loading are not regouvel to be
superimposed wiab Mose "cid crpreceding pangs
1607.7.1.3 Stress ltaterestae. Whero handrails and guards are designed in accoshoce wrath the provieium for ogawable
stress design (workltt0 wear designs) enksively for the loads specified in Section 1607.7.1, the aLowable $Um for the
members sad lbeir attachments are peunitlsd to be inncreaied by one- third.
The reggamd safety factor for prooftmed assemblies is 2.3 in accordance With clause 1714.3.1,
The safety facto= for gnats coed in handrail+ and guards is 4 in accordance with chutes 2407.1.1,
TEST IMULI S
1. A horizontal load of 100 lba/tt was applied to the top tail withmn failure,
2, A hotizanal eooeeeonsted load of400 ibs was sppliod to the top rail without failure.
3. A hortyontol load of 125 The war applied ow a one -foot square am of tho pickets wittmut failure,
ONE PXttX.)r TGP RAIL
AP angrneetulg esvalnation area conducted to determine irtho Excall Round and Extoll Square one-piece wrcldcd
prckes topraila arc equivalent to Ow two -piece system that was initially evaluated.
'Pine arse -peen srsftm was tauad to be An acceptable altcroate bawd on the fntlowrng:
1. TestiaC of the initial ayatrxn reveskd that the two -piece asroanbly did not Work as a composite scctifm.
2. The Intend section proporties (Mootetttoi loortia) of the ono -piece ayswm atUoed that of the top cap section of
tbtt twa -pioce aysuoas, The top cap provides tt mMiority of the lateral stiflhtss of the system.
3. The addition of the irtta6ratad bottom plate to the one-piece systeru sigairkmaily ieuatiaxra the bacldmg capacity
of the nail.
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July 28, 2005
Ron Holmwall
15345 Sunwood Blvd
Tukwila, WA 98188
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development
RE: CORRECTION LETTER #1
Development Permit Application Number D05 -265
Crystal Ridge Condominiums —15345 Sunwood Bl
Dear Mr. Holmwall:
Steve Lancaster, Director
This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved.
All correction requests from each department must be addressed at the same time and reflected on your drawings. I
have enclosed comments from the Building Department. At this time, the Planning, Public Works and Fire Departments
have no comments.
Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the
attached memo.
Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or
other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other
documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections /revisions must be made in person and will not be accented through
the mail or by a messenzer service.
If you have any questions, please contact me at (206) 433 -7165.
Ily,
Brenda Holt
Permit Coordinator
encl
s xc: File No. D05 -265
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6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
f
Determin
Date:
Project Name:
Permit #:
Plan Review:
F
ation of Completeness Memo
July 26, 2005
Crystal Ridge Condominiums
D05 -265
Allen Johannessen, Plans Examiner
A Building Division has deemed the subject permit application incomplete. To assist the applicant in
expediting the Department plan review process, please forward the following comments.
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(Drawing and structural calculations sheets shall be original signed wet stamp not copied.)
1 A separate permit shall be required for each individual building. The current permit application (D05 - 265) shall be
applied to building (A). Apply for additional building permits for buildings (B through F -2).
2 All additional permits shall be submitted with same number of copies and documentation as was submitted with the
original permit.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further
comments at this time.
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OERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: DOS -265 DATE: 8 -8-05
PROJECT NAME CRYSTAL RIDGE CONDO - BUILDING D
SITE ADDRESS 15345 SUNWOOD BL
Original Plan Submittal Response to Incomplete Letter #_
X Response to Correction Letter # 1 Revision # After Permit Issued
DEPARTMENTS:
Bui 4g Division Fire Prevention ❑ Planning Division F
Public Works ❑ Structural ❑ Permit Coordinator /
DETERMIN 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 RO TING:
Please Route Structural Review Required ❑
REVIEWER'S INITIALS:
No further Review Required ❑
DATE:
APPROVALS OR CORRECTIONS
Approved ❑ Approved with Conditions
i
I Notation:
i
REVIEWER'S INITIALS:
DUE DATE: 9-6-05
Not Approved (attach comments) ❑
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing sllp,doc
2 -28 -02
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PLAN REVIEW�RO?UTING SLIP
ACTIVITY NUMBER D05 -265 DATE: 7 -20 -05
PROJECT NAME CRYSTAL RIDGE CONDOMINIUMS
SITE ADDRESS 15345 SUNWOOD BL
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
7
BuAcrn g Divisio i n
Public Works
Fire Prevention ❑ Planning Division ❑
Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS (Tues., Thurs.)
Complete [Yf Incomplete ❑
Comments:
DUE DATE: 7-21-05
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TOES /THURS RO)dTING:
Please Route IJ Structural Review Required
REVIEWER'S INITIALS:
❑ No further Review Required ❑
DATE:
APPROVALS OR CORRECTIONS DUE DATE: 8-18-05
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 1 ;
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg [ Fire ❑ Ping ❑ PW ❑ Staff Initials.
Documents /routing sllp,doc
2 -28 -02
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REVISION MN SUBMITTAL
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date:
Plan Check/Permit Number: P(Y� ` 2&
Response to Incomplete Letter #
Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name:_
Project Address:
Contact Person: I,`��J1�� Phone Number:
Summary of Revision:
�41VI
MOMVm
OITY CP'TUKWXA
AUG - g 2005
$ PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
i
Received at the City of Tukwila Permit Center by:
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[_ Entered in Permits Plus on U5
4
pp ications arms -app ications on line evision submittal
Created: 8 -13 -2004
Revised:
Look Up a Contractor, Electrici.,.n or Plumber License Detail
i
Washington State Department of Labor and Industries
General /Specialty Contractor
A business registered as a construction 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 l
GENERAL
Specialty 2
UNUSED
Effective Date
4/9/1991
Expiration Date
3/25/2007
Suspend Date
Separation Date
Parent Company
Previous License
MCBRICI164
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
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MCBRICRO99JZ
Pagel of 3
08/15/2005
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File: D05 -0265
35mm Drawing
#1 -3
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2
-V - as to have automatic damper. + d .& + .299
.
u0clull/ Lot
wia All doors arid windows to be fully weatheralripped. 2n
Tok 9 Provide smooth metal ducts or kitchen, b.ilh and dryer. overarm
�Q, f trTnTl Exhaust separately to outside.
VON Wl T A.B,C.D,E 11270 764 940 12974 -4520
1 1; 1. FI,F2 5862 388 490 6740 2263
G G R-19 Rec. 1813 1813
D rawl- Al I "TTI'st Flodr PIWS`6 - FWTrFraW - n - 'S' 7 'Ae�h* R-1 9 Storage 1287 0
aty Of ftMia IN DIVI �Ww 11
MAL6MG UMION IkOX D ings PlartiRloof F2g & &WndFWr 19i 4 5M RaWr jflri�o r � N' cft R-30
e
tO hiW7 It
Framing Buildings F1 & .,; I k - 11.1 .. . . Concrete Slab Perimeter R-4.5
Al2 1/4" Floor Plan Unit A 26 'i Rocreatiorl Canter First Floor Pianii:i
ool Priming Total
2;;, Recreation Cent �1 wew
Al 11 W Scale Site Plan • A13 1/4" Floor Man U 8 6 ast &.Was( Eleviewn 40079
A2 I A14 1/4•. Floor plan 'Until 0 HecreAlIgn Cards orlh A Sofilh Elevation
1 / 8 " Scale SIIG Plan Section A
A3
. ?. Well UMp*6 D"l
1 /8" Scale 6b Plan Section A45 1/4" Floor Plain HC Unit J,
A16 r*W ilils/c -4111'
All 118 Scale Still- plan Se C 3 1 0. Door F,6
1/8 Elevialons awkiing NIti AE l Atx- PRO?EfZrl�
!A17 118" Elevations Building A PESI(rr DA orZ4ENTE
AS r Dal
1 / 8 " Scale She Plan Section D
a 1/8" Scale Slta!Plan Salck IE iAl$ 118" Elevations 84acing C
I ., .
7 1/8* Scale Bile Plan Section F Al A32 Garage Floor, Plains , .. 11 It , 9
1/8* ElqvaUorts Building Ci I , I - "
Floor PIa all E41ding E : 433 f 9 14 A. C4
8 Foundation Plan and Basement Plan/First Floor FramIng I !A20 - 118* Elei on&.
:�34 $40110
I I A 11151 Elevations Bulkling.Fl- I
7
rVSQCoA0 Floor Framing & SoCand, Floor A218 11/4� El
* etyation t; n3 'rR f
Buftnig F2
A22A Buldrig/Glilitage 11111idwAlipe Plan.% -: 41""i.. .
PWVRoof Framing BUIldrigis B, C, D. & E action Dowlit
on Sh WA
0 Foundation ftn and Basement Plan/First Floor, Framing A Center Widiting Si
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Project Data
1 1 r,- , to
_
WO AVE 9.
,Owner: LlMl`M1`;1 PlAzTr4rp
151 W= I PF ww 7. 911 5th Avenue • - 3 1 JI-I WOO HA4 0-. Kirkland, Wa• 98033 L• a 6 5 Architect:
IN 1 1 OR K4Q
?. 5 0 Roger H. Nowell AIA
-:Z W 141 1
V 1102 191h Avenue East
Sealue, Wa. 98112
(206) 322-1192
I CIO Structural Engineer: C7 Engineering
180 Nickerson, Suite 302
N U) Sealllo,Wa. 98109
(206) 285.4512
4. ri 9 ND P-C) A Civil Engineer: P.R. Strong Engineers
10602 38th Pl. #101 RECENW.
N Kirkland, Wa. 98033
(206) 827-3063
3.1 OffY Of TUKMLA
Landscsape Architect: The Johnson Associates
2203 E. Louisa St,
1 0 ( - ,
ol-611 Seattle, Wa. 98112
(206) 328.7423
1:4 J U L 2 0 2005
SAM
Zoning Code
U
10 p -
PERMIT CENTER
i7ono:
RA District Low Apartments
tA Allowed Density:
20 Units per Acre 77 Unit
0
Lot Size:
3.85 Acres
r-al s Construction Notes_ 1
Actual: 72 Units 18.70 Units per Acre
F111 O r Ir 18ulk Requirements All construction to - edition of the
Comply with • 1119-123a
35'-0" Uniform Building Code and
. . . . . . . . Building Hqlght: Contractor shall be knowledgeable with goner
'Sol Backs at construction
requirements or the uniform Building Code, S
in 1. ection 25.
. Fronl:
zF
1 - 4 Rear: Al: sewer, electrical, plumbing, and mechanical to conlorrn�
Q
r k;r h all applicable local, state and national codes.
Sides: 20.0 with
C Open Space: DO NOT SCALE DRAWINGS. Consult Architect for any
200 S.F.I.I.Init. 14400 S.F.
dimensional clarifications, errors or conflicts.
>
Working:
U I ',� Stalls General contractor must verity dimensions prior to starting
(17 q work. Consult with Architect r
a ce egarding errcrs, omissions, or
Stalls
a S 9 MrW,4O*M 9 i changes prior to proceeding with construction.
to �B General Contractor s
----- - vilding Code hall be responsible for providing a
its weather-Ilght building Including all necessary sealants and
C (lashings.
- 7
— ode n* f§88 PBC
UN pf Consiruclio V-1 Hour These drawings are bid-de documents. The
N opl-
\ to Occupancy Ciassifation Owner/Developer and Contractor shall assume responsibility
and liability for coordination of related bid•design work,
;�TA I rj I -T. Q 2 stories over basement 6ries Including but not limited to, electrical, plumbinF. heating, and
110 J M ventilation. THE ARCHITECT IS NOT ABLE FOR
CHANG /CORRECTI < . MADE BY ON SITE
INSPECTION DURING THE COURSE OF
CONSTRUCTION.
, egal Description
The Contractor shall utilize construction techniques and
i
Practices standard and acceptable to the construction
J industry. The Architect does not assume liability or
responsibility for methods of construction, QL
details not Included on these Contract Documents.
4=
Dal Rortion of Tract of Interurban Addition to Seattle, as per Plat: t has not been retained or compensated to
V44 r ecorded in Volume 10 of Plats, page 55, Records of King.- '1 _ - h d r A The Ar
M ta . -
.!ty, uut.Gnueo as follows: Provide design
and/or construction fPvi8w+ services relati
to the Controcror's safer Precautions or means, methods,
o y
BEGINNING at a point In the East Ahe of said Tract 11 which is techniques Or Procedures required for the Contractor to
- 7 .9 162.79 feet North of the Southeast corner thereof: perform his work. The undertakin o f p site visits by
N, THENCE South 89 degr the Architect IUL b Construed as supervision of actual
Gas 52' West along the Northerly line
V feel;
120 r . ..... thereof .300.86 construction nor make him responsible for pro viding a safe
Ntl I - , T T O HENCE So uth degrees 08' East 398.14 feel; Place for the performaribe of work b the c on t rac t or or
y
-1 r 5, t:N(4# North 89 degrees 59' East 141.65 feel; contractor's employees or employees Of suppliers of
HENCE 00 degrees 08' West 38.26 feet-
subconiracto or for access, visits, use, work, traval or
LO
V� J c �y
;THENCE North 89 degrees 52 East 159.21 feet to the point of It— any person. • LF)MR 8 B
.-LUIN
> 'EXCEPT the Easterly 5.00 Feet - as conveyed to the Cit O f
ca lit
�i - G ItIll - ,, ' .1 - -- - .
Lm, - , — - - -Tukwila by Area Calitiulations'
A 7 M ..-S. I I - --- �� - F Used recorded under R ecording - No. 7909040816;
WV 17 1 ^
Situate in the City of Tukwila, County of King, State of Unit'
-j; Washington.
b Patio/ 2nd Floor Total
Deck WL a
16 A
c. AI
It I A 110L�i br/lbih A-E 772 50
-4� B 977 57 6-0 .1772d
31 !P ^e) PARCEL 38 2br/2bth A-F 37 tM
V) C 20 2br/lbth A-F 966 So 88
75 - 1-1 F 1 . . -
Lot 1 of Clly,of Tukwila Short Plat No. 811-�O-SS, according to the
'
ap is 'Short Plat recorded under King C Total 72
r-, mw ounly Recording No.
8112100483; 945 Ave
N:
I fta% il iTa n .!-1 \ ... "- cam
OkMTE PEE ED TOGETHER with an easement for ingress [Is
AW" of egress and ulifily Parking Sta
r a- Purposes over the West-30 ICQt of the East 480.tsb loot and lyin 1 1 T%m
AOulh of the North 270.00 foot'of Tract 11 Interurban Addill
. 10 uth
loft Total RF
of OW D :D
F on lo' 2ear
the Clly.of Seattle, as per Plat recorded In Volu .: k 4 8 490 .J
� �o me 10 of Plats, • dappr 1 1 ffi. Page 55, Records of King County; 3 car 6 610 1220
ovW RM Ill h to" . . 1 4 car 3 12 8000 20. 2460
WUW-w I Situa ' 5 car, 2 10
the City of Tukwila, County of King, Stat o l�
1 2000
n 1 Waste In 7 Car 1 4 7 1350
bra 3 1360
24
1f garages with private access door 12840
Ene r* de l.
ey gy C6 - Total
; AMWages with shared access door
ng sulated glass. class 6'0.
2. Maxinum glazing to be 21% o f wa ll,
1, 1 W Garage s
Plumbing 3. Shower heads shall not exceed 3 G.P.M. salls
.11 Iffaurface sta
4. Water Heaters shall meet ASHAAE Standard 90.75' —
Date: SitePlaii i S. All Duct 1 - AJI glazi to be in s to be insulated with thermal Insulation 1447olal Stalls
ALE f I I mo. Gas Dinin .6• Fireplaces to draw ambient air Provide glass doo
t 1. n. I # Co a,*
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