Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D08-262 - WOODSIDE APARTMENTS - BUILDING 2 DECKS
W ODSIDE APTS BLDG 2 3721 S 152 ST DOS -262 Parcel No.: 0043000115 Address: 3721 S 152 ST TUKW Suite No: Cityitf Tukwila Tenant: Name: WOODSIDE APTS BLDG 2 - DECK UNIT 13, 14, 15 & 16 Address: 3721 S 152 ST , TUKWILA WA Owner: Name: KIM CHUE Address: 13327 279TH ST SE , KENT WA 98042 Phone: Contact Person: Name: CHUL KIM Address: PO BOX 69517 , SEATTLE WA 98168 Phone: 206 835 -6300 Contractor: Name: OWNER AFFIDAVIT - CHUL M KIM Address: Phone: Contractor License No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us DESCRIPTION OF WORK: REPLACE OR STRENGTHEN ROTTED WOOD ON DECKS FOR UNITS 13, 14, AND 15. REVISION #2 INCREASES SCOPE OF WORK TO INCLUDE UNIT 16 Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 $1,600.00 DEVELOPMENT PERMIT Fees Collected: $244.79 International Building Code Edition: 2006 Occupancy per IBC: 0021 * * continued on next page ** • Permit Number: D08 -262 Issue Date: 06/17/2008 Permit Expires On: 12/10/2009 Expiration Date: D08 -262 Printed: 12 -04 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and ex governing this work will be complied Signature: / .w t Print Name: V /1'1 , < 1 y� doc: IBC -10/06 City otTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: N • Permit Number: D08 - 262 Issue Date: 06/17/2008 Permit Expires On: 12/10/2009 Date: VA d this • ermit and know the same to be true and correct. All provisions of law and ordinances ether specified herein or not. o give authority to violate or cancel the provisions of any other state or local laws regulating The granting of this permit not pres construction or the perforrhance of work. I am authorized to sign and obtain this development permit. Date: 1 2 - 1 1 1 - 11 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. D08 -262 Printed: 12 -04 -2009 Parcel No.: 0043000115 Address: 3721 S 152 ST TUKW Suite No: CitAf Tukwila Tenant: Name: WOODSIDE APARTMENTS, BLDG 2 Address: 3721 S 152 ST , TUKVVILA WA Owner: Name: KIM CHUE Address: 13327 279TH ST SE , KENT WA 98042 Phone: Contact Person: Name: CHUL KIM Address: PO BOX 69517 , SEATTLE WA 98168 Phone: 206 835 -6300 Contractor: Name: OWNER AFFIDAVIT - CHUL M KIM Address: Phone: Contractor License No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT DESCRIPTION OF WORK: REPLACE OR STRENGTHEN RO'rill) WOOD ON DECKS FOR UNITS 13, 14, AND 15. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 * *continued on next page ** Permit Number: D08 -262 Issue Date: 06/17/2008 Permit Expires On: 12/14/2008 Expiration Date: $600.00 Fees Collected: $60.44 International Building Code Edition: 2006 Occupancy per IBC: 0021 D08 -262 Printed: 06-17 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City a*TTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -262 Issue Date: 06/17/2008 Permit Expires On: 12/14/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and =CST ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , whether specified herein or not. The granting of this permit doe not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performan j of work. I am authorized to sign and obtain this development permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 CA, t,1 ► n" I' /`� Date: CU[ W " Date: b' rr? D08 -262 Printed: 06 -17 -2008 Parcel No.: 0043000115 Address: Suite No: Tenant: 3721 S 152 ST TUKW WOODSIDE APARTMENTS, BLDG 2 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -262 ISSUED 05/06/2008 06/17/2008 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: 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. 6: All wood to remain in placed concrete shall be treated wood. 7: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 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. doc: Cond - 10/06 * *continued on next page ** D08 -262 Printed: 06 -17 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: Print Name: doc: Cond -10/06 A , Date: 4 /, l v D08 -262 Printed: 06 -17 -2008 Property Owners Name: C , 1 /t Mailing Address: Name: Mailing Address: E -Mail Address: Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: Contact Person: E -Mail Address: CITY OF TUKWI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Q:1Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Pe, init No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. (For office use only). 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 ** King Co Assessor's Tax No.: 4-is 3 c irc- -- , Site Address: ) 1 2 ► 5 , Sf ? i,., / Tenant Name: P c (� CONTACT PERSON - who do we contact when permit is ready to be issued C 11 Vt ' / rn,.. 0 3 -: x i s /7 , 54)c 211 . C �� GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (fig 4) for Plumbing and Gas Piping (pg $) E -Mail Address: Suite Number: /s, / `� / 5 Floor: S..F? 4 f= f. New Tenant: 6 fl .... Yes ..No i. r.: L City Day Telephone: 6 — 3 City State State Fax Number: =' (j" ? r -- J ) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OF RECO All pr)ans must be Wet stamped: by Arclx3 ect ofRE Company Name: Mailing Address: City Day Telephone: Fax Number: State No NEER. OF RECORD - All plans r ust be wet st by Enginee Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Zip Zip Zip Zip Page 1 of 6 BUILDING PERMIT INFORMy - 206- 431 -3670 Valuation of Project (contractor's bid price): $ 0 Scope of Work (please provide detailed information): C'7 �QH ? i? A- pS? tti • r c �/ C —� �� G � c 410 r -( ; e 1.�, of B¢ f'; Will there be new rack storage? ❑.... Yes Provide All Building Areas in Square Footage Belo 1 Floor 3' Floor Floors thru Basement Accessory Structu Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Interior Remodel Addition to Existing Structure Type of Construction per IBC: Type of Occupancy per IBC 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 of 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 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 ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ .. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 PERMIT APPLIGATION;•NOTJ Applicable to all permits in. this ;app1 cation 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. 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 AU HO ZED AGENT: Signature: Mailing Address: Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). Print Name: C.17 1 l< Date Application Expires: Date Application Accepted: /) o /-x 69 Ciry State rdi Q:Wpplications'Forms- Applications On LineO-2006 - Permit Application.doc Revised: 9 -2006 bh Date: Day Telephone: 6- R 3 - 630 a Staff Initials, Zip Page 6 of 6 1 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas r LUMBING AND GAS PIPI: PERMIT INFORMATION - 206 -4 --3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Appiication.doc Revised: 9 -2006 bh Sewer: City State Zip Day Telephone: Fax Number: Expiration Date: Page 5 of 6 Project name r Address ; / 7 z. S , 1 k, at (4 - WA gct.);1 , Description of work • •, %� �_ A �.! 1 ,,y / Related reference number The above project permit applicant, due to the limited scope of work is authorized to submit reduced plan requirements described below. 1. Complete permit application required: (Note, all application must include; 1) property assessor number, 2) copy of contractors license or completed owner waiver form.) Building r/ Mechanical Other 2. Minimum plan and /or specification requirement: Site plan Floor plan Elevations Cross sections Roof plan W.S.E.C. Compliance Narrative Structural calculations (stamped by Washington State licensed engineer ) dkL / _! /.�. �.., / 1L� .11; ,/uns a..� N hie O9, aptdiZ tij a_4 d Specific required information 3. Other special instructions: 14G4 Ide Authorization by, TBD36/96 -form 12 ALTERNATE PLAN SUBMITTAL AUTHORIZATION FOR LIMITED SCOPE OF WORK I.B.C.& I.R.C. Section 104.1 "mac hla{Li tiCt City Of Tukwila Permit Center 6300 Southcenter Boulevard, Suite, 100 Tukwila, WA 98188 (206 431 -3670) w � • Foundation Application # C 24j( -&2-- aAu24 b4 7 / Date. 050b OB (Authorization void 30 days a r th = date issued.) RECEIPT NO: R09 -02062 Initials: JEM User ID: 1165 Total Payment: 458.00 Payee: EVERGREEN DEVELOPMENT AND CONSTRUCTION SET ID: 1201 SET NAME: WOODSIDE SET TRANSACTIONS: Set Member Amount D08 -261 D08 -262 D09 -179 D09 -180 D09 -181 D09 -182 TOTAL: ACCOUNT ITEM LIST: Description City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us 60.00 60.00 84.50 84.50 84.50 84.50 60.00 BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE SET RECEIPT 000.322.100 000.345.830 640.237.114 TOTAL: Payment Date: 12/29/2009 TRANSACTION LIST: Type Method Description Amount Payment Check 2513 458.00 TOTAL: 458.00 Account Code Current Pmts 320.00 120.00 18.00 458.00 PAYMENT RECEIVED RECEIPT NO: R09 -01936 Payment Date: 12/04/2009 User ID: 1165 Total Payment: 222.96 Initials: JEM Payee: CHRISTOPHER TERRACE, LP SET ID: 1201 SET NAME: WOODSIDE SET TRANSACTIONS: Set Member Amount D08 -261 98.61 D08 -262 124.35 TOTAL: 98.61 TRANSACTION LIST: Type Method Description Amount Payment Check 1245 ACCOUNT ITEM LIST: Description BUILDING - RES BUILDING INVESTIGATION PLAN CHECK - RES Ci, of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT TOTAL: 000.322.100 000.322.800 000.345.830 TOTAL: • 222.96 222.96 Account Code Current Pmts 62.40 120.00 40.56 222.96 PAYMENT RECEIVED Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -02540 Initials: WER User ID: 1655 Payee: 0043000115 3721 S 152 ST TUKW • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwilama.us WOODSIDE APARTMENTS, BLDG 2 WOODSIDE APTS TRANSACTION LIST: Type Method Descriptio Payment Check 3083 ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - RES 000/345.830 RECEIPT Amount 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Current Pmts 60.00 Total: $60.00 • D08 -262 ISSUED 05/06/2008 06/17/2008 $60.00 07/14/2008 11:42 AM $0.00 4782 07/14 9711 TOTAL 120.00 ot' doc: Receiot -06 Printed: 07 -14 -2008 RECEIPT NO: R08 -01507 Initials: User ID: )EIVI 1165 Payee: SUNSET GARDENS City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us SET ID: S000001027 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D08 -261 86.18 DO',; -262. 60.44 D`� 8 -263 73.31 D08 -264 86.18 TOTAL: 306.11 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 1149 306.11 TOTAL: 306.11 ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 174.60 000/345.830 113.51 000/386.904 18.00 TOTAL: 306.11 Payment Date: 05/06/2008 Total Payment: 306.11 2110 05/07 9711 TOTAL 306.11 Project: 44.100D5 /O /4 Type of Inspection: P Address: .7 2? / S / . , - . 2 5 - - r" Date Called: - Special Instructions: . • • Date Wanted: Requester: .7 Phone No: ek o eg °g3' S -~630 t s INSPECTION RECORD Retain a copy with permit tog-2621 INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line, (206) 431 -2451 • ` iglApproved per applicable codes. COMMENTS: IttA;4- erim t Ie -ie 1 • • • • a. Date: / / �yy I i 4JAA- I '- i 10 SPECTION FEE R UIRED. Prior to/iext,inspection. fee niiist be at 6300 Southcenter Blvd.: Suite 100. Call to schedule reii spection. v :.1 Corrections required prior to approval. 6 • } Project: Type of In ection: > f Address: f`• .Date • Called: -Aar ,w , r` '. a 3� 2" ( s /S Special Instructions: 13 , 2 ECW5e tuIN 13, � (( ` I ♦ [p Goi EGT 4 # 4 RANT o"rtGrG ' Date Wanted: r —•w Requester: Phone .D (4 8 63 Q INSPECTION RECORD i ..(;. 5 Retain a copy with per.1nit INSPECTION NO. 1 .4; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: l) as kt e ,.../40 1 P,/,/ ,47/ s,u, * , ,4.4 st - /�1" -s�2 ■?,) arZe./ fi4/0 Z-10 ` �� ❑ $60.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: El Approved per applicable codes. Corrections required prior to approval. a• Project: O V a� t a < Type VnszAl:: jU i 1 Li (, 1�dJ� Address: x'72) S. 02 ,44 Date Called: --- Special Instructions: Date Wanted: c -2.6 — i c) p.m. Requester: Phone No: 2AG — Y3S -73 ad INSPECTION RECORD Approved per applicable codes. Retain a copy with permit i SPECTON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. iZ- (206)431 -3670 orrections required prior to approval. COMMENTS: A/4 ^" ter "5 - P r In Pecto Date f J1 D El $60 REINSPECTION FE ` REOUIR ' . Prior to inspection, fee must be pal t 6300 Southcenter Blvd., Su' e 100. Call to schedule reinspection. Receitit'No.: 'Date: COMMENTS• _ ---- , 1 ► . , �. - 0A • -' . _! _ Z. No R Gal 1 1 ,R ,r rte.. • T-4• S p P. Gam! 7J /1 ',/ 1 \ r 0 M A n Li L _,.. S p e 4.3 on 1,A L494-Pf ) L ) 1 1 1 U J.,& ),,(J-- pc „J3oQ irk 0A f 7 ;1-i p!'J' 40 47 1 ^J Q r . , Jn (: ri jbl` vn:1 f'. e r J/ t, l A-f 1 TJ) A sr pi s Pt 7 I- ( kj Lel (S) .. R f'p P 6X7.3 A J f 4 kik .� ' n2.e5S 1 1 9-P ,,- S1 - I o/ pr Fp' 'L Ohkc. A (1,0,4 e S Aric 4.0 kAi AJr .t,e.�» ncc.it t,e . r) A AO/- S ` . c . j, 1--rice I : h,e n — : ' fMJ :c W. ( t St S�lr � . F ! I � S � . Project: s i 4 t e - ”` i S Type of Inspection: d: L ic Address: 372 S l "52.-i Date Called: Special Instructions: 0% 1-0t Date Wanted: t0 - -05 a. Requester: Phone No: ..206,-.63.5 -4.300 LI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tDO$ -26:,z_ PERMIT NO. (206)431 -3670 ,. Corrections required prior to approval. 1 AA. F') £ ,Date: Ins1 EEL?: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r aP . COMMENTS: c9( —`-6 Iu C �� Type of Inspection: rvA m : J O Date Called: I► %.,_,... ,t- Date Wanted: a.m. -7 i Za Requester: Ph one No: 9„fe --- A-35 - i1(1(a Project: a,� n .; ; e_ Ao r r Type of Inspection: rvA m : Address: „.4 372( JD41 15 - Date Called: Special Instructions: /�e� UA r 11 13� it 15 . �C- �_ OA 11042" Date Wanted: a.m. -7 i Za Requester: Ph one No: 9„fe --- A-35 - i1(1(a PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Approved per applicable codes. ❑ Corrections required prior to approval. /a Inspector: AA Date: , 2 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: COMMENTS: Type of Inspection: g/),In �ivG Address: , 72/ s / 6. 1 See.. ,ns e--ti v 1 St e P .Q (dil f 1 of tl 0 OS - 2 lo f — S fr ��- i T 6 _ i /N. ; (. C 4/ 1-- • " P1Jl ✓ P. ( Requester: 6 / / . €.--r � -r X ? s• t t �N. i Project lc 46d ��/ ? � Type of Inspection: g/),In �ivG Address: , 72/ s / 6. 1 Date Called: Special Instructions: Date �nte � � �� C.� m Requester: Phone No: V _T __83 - e 3 el6 -26 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWIL*A BUILDING DIVISION F- 6 3 0 0 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 INSPECTION NO. El Approved per applicable codes. Corrections required prior to approval. Inspect y &kJ r ate: � n 0^�0\ 10 i . $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: /, FILE COPY Following comments are provided to further clarify comments 1. Appropriate Joist Spacing HardiBacker installation guide (see attached) specified that "Joist Spacing shall not exceed 24" on center" when 1/4 "thick hardibacker is installed. This specification should apply to 1/2" hardibacker as well since 1/2" hardibacker is stiffer than 1/4" haribacker. Most of the joist spacings are found to be between 16" to 18" on center with very few spacings near or over 24" on center. Extra joists will be installed where needed to ensure spacings do not exceed 24" on center. 2. Method to Ensure Appropriate Slope Existing nail/screws/hardware holding joists to rim joists and walls will be removed/cut and any framing members to provide needed slope: will be cut and then framing members will be re- nailing/re- screwed to establish a drop of 1" to 1.5" for the six foot decks. 3. Water Proofing Methods to be Applied to Decks The product that we propose to use is a two part coating system marketed by "Speciality Coating Plus" located at 530 Andover Park W, Tukwila, Wash 98188, phone no. 206 - 575 -2445. They specialize in selling water proofing compounds. At present they carry both Elasto Deck and Tufflex products made by two different manufactures. Both products were purchased for use at Seasons apartment. Both products require application of base coat plus top coat to impregnate sands within top coat to provide abrasive surface and protect base coat from people walking on deck and from ultraviolet rays. When applying these products special care will be taken so that products from different manufacturers will not be used on a same deck. At present I found decks with three different conditions. A. Water proof coating applied without hardibacker installed. B.Hardibacker installed on top of water proofing membrane C.ceramic tiles installed over hardiboard For condition A, I plan to re -coat the water proofing membranes. For condition B, I plan to float with thinset to make surfaces smooth and slope away from the wall so that water can flow away from the wall. Then apply water proofing compound a verfig.vftD FO WEIEQMPLIANCE APPROVED DEC 2 9 2009 For condition C, I plan to use grout sealer on grout joints to water proof grout j possible. . Details of water proofing joints at the edges of the decks are explained below. Fig. 1 shows typical cross section of the deck with sliding glass door threshold When bottom of T-111 is found to be deteriorated those deteriorated sections ar •.:NPdSInN with new sections of T-111 joined using Z sheet metal strips and then joints will be sealed with water REVIS ONNO;3 REVISIONS No changes shall be made to the scope of vtivrl< without prior approval of in 11/1 8/0Th1g 11/1 8/0ThisublifiluildirvIDIFAciada. NOTE: Revisions will require a new plan submlttal and may include additional plan review fees. RECEIVE'? DEC 18 2009 PERMIT CENTEr n the Ia tOB1p 21Z proofing compound. Fig. 2 shows water proofing of rim joists which hold 2x12 joists of deck. Fiber glass tape is applied to cover joint between the sheet metal over rim joists and water proofed deck surfaces. Fig. 3 shows water proofing provided under sliding glass door thresholds. Fiber glass tape soaked with water proofing compound is pushed under the threshold connecting water proofed deck surfaces so that no water can leak under the door thresholds. Several layers of water proofing compound are applied at the bottom of the thresholds so that water will not leak under the door thresholds. Figs. 4A through Fig. 4D shows four methods to water proof the joints between T-111 walls and deck surfaces. Fig. 4A is standard method used to water proof joints. However, this method requires use of nails to anchor sheet metal flashing to water proofed deck surfaces causing nails to penetrate water proof membrane. Both nail heads and front gap between sheet metal and deck surfaces can be water proofed somewhat by applying silicon caulk. Fig. 4B shows application of fiber glass tape with water proof compound over front of sheet metal covering both nail heads and front of metal flashing which improves water proofing over Fig. 4A. Fig. 4C shows application of fiber glass tape with water proof compound from front of sheet metal flashing to T-111 siding covering entire area where water could seep through. This is further improves water proofing over Fig. 4B. Fig. 4D shows application of fiber glass tape with water proof compound from front of sheet metal flashing to T-111 wall covering entire area where water could seep through without using sheet metal flashing. It appears there is no need to use metal flashing since entire comer is covered with fiber glass tape soaked with water proofing compound. I faxed Figures 4A through 4D to Pacific Polymers, Inc. , maker of Elasto Deck 5000. Technical representative of Pacific Polymers reviewed those figures and faxed his approval for all of four methods shown in Figs. 4A through 4D. Fig. 5 is a sketch provided by Pacific Polymer on their recommendation to water proof joints between tiled deck surfaces and T-111 walls. Applicant plan to use this method to water proof joints between ceramic tiled deck surfaces and T-111 walls. After water proofing base coat is applied on deck surfaces and joints sands supplied by Specialty Coatings will be applied then covered with top coats to seal in sands. These two page comments replace two page comments dated 11/24/09 submitted with Revision Submittal sheets on 12/1/09 under Permit Nos. DO9 -179 through DO9 -182. If city has further comments please contact undersigned. Chul M Kim sff -2 p/ jvrad 2 -X / Z ry Sf S�e�f J � ? �— p/ 2- X l z 7o,sr 71- V'74. 1 41- -- p Abo✓e- 7-- l/ 1 WA II Si d- q -Fa uH el F Cv a te+' P °41'n l 4 Yz F,. 4,4 T 11, \,, 2v cr' h,/ j 19Q +a? 9- ?> 1 b✓,7 4 hG rd bad , . DEC-18 - 2009 14:29 From:PACIFIC POLYMERS INC 7148955915 COA 71NGS SEALANTS December 18, 2009 To: Chul Kim Re: Drawing Approval Dear Mr. Kim, After reviewing the drawings Tabled 4A-4D submitted to Pacific Polymers by you, I have found them to be acceptable and warrantable by Pacific Polymers. Charles Nelson Technical Representative Pacific Polymers inc. Pale%ndiaroeR eae a /Mama Pacific Polymers, Inc. Corporate Offices: 12271 Monarch Street, Garden Grove. CA 92841 USA Phone: 800.888.8340 • 714.898.0025 Fax 714.898.5687 'www.pacpoly.com To:12062410259 Page:1'1 MEMBRANES ' POLYUREAS DEC -17 -2009 18: 9 From:PACIFIC POLYMERS IlC 7148955915 To:12062410259 Pa9e:2 /3 COATINGS w � T - f l 1 c v Pacific Polymers, Inc. Corporate Offices: 12271 Monarch Street. Garden Grove. CA 92841 USA Phone: 800.888.8340 ' 714 S98.0025 • Far. 714.898.5687 ' www.pacpoly.com Cutting Hardie Backer" Board • Use a straight edge as a guide to score the board's face and snap upward along the score line. We recommend using a carbide- tipped scoring knife, but a utility knife may also be used. The use of shears (manual, electric or pneumatic) is also acceptable. • For cutouts and small holes, score around perimeter and break out from the face side with hammer. • NEVER use high -speed power tools (e.g. saws, grinders, etc.) to cut James Hardie` products indoors as they may generate excessive silica dust. • NEVER dry sweep – Use wet suppression methods or HEPA vacuum for clean -up. • To further limit respirable silica exposures, wear a properly- fitted, NIOSH- approved dust mask or respirator (e.g. N -95) in accordance with applicable government regulations and manufacturer instructions. Countertop Installation 1. Ensure cabinets are level and secure • Use minimum 1/2" exterior grade plywood or equivalent, positioned across the wood cabinet. Space between plywood supports is not to exceed 16" on center. 2. Determine layout of HardieBacker '' cement board • Do not align HardieBacker cement board with plywood joints. • Score and snap boards to required sizes and make necessary cutouts. • We recommend an 1/8" gap from board edges. 3. Attach HardieBacker " cement hoard to countertop • Apply a supporting bed of dry-set mortar or modified thinset to plywood with a 1/4" square- notched trowel. Mastic can also be used with a 5/32" V- notched trowel. • Use the fastener pattern as a guide. Fasten HardieBacker cement board with specified nails or screws (as listed in "Materials Required ") every 8" over the entire surface. Keep fasteners 3/8" from board edges and 2" in from board corners. 4. Tape joints prior 10 tiling • Prior to setting the tile, fill all joints with the same mortar used to set the tiles. • Embed 2" wide high- strength alkali- resistant glass fiber tape in the mortar and level. Floor .Ir tallation We recommend 1/4" HardieBacker'" board is needed for transition. 1 Ensure subfloor is structurally soun On existing structures: • Ensure subfloor is not damaged. Replace any loose, warped, uneven or damaged sections of floor. • Make certain subfloor is a clean and flat surface. For all floors: • Use minimum 5/8 exterior grade plywood or 23/32 OSB with Exposure 1 classification or better, complying with local building codes and ANSI A108.11 � fl'exf.24Y • #camber. • The floor must be engineered not to exceed the L/360 deflection criteria (L/720 for natural stone), including live and dead design loads, for the specific joist spacing used. 2. Determine layout of HardieBacker'°' cement board • Stagger all I-IardieBacker cement board joints. Do not align with subfloor joints. • Never allow all four corners of boards to meet at one point. • We recommend an 1/8" gap between board edges. • Keep sheet edges 1/8" back from walls and cabinet bases. • Score and snap boards to required sizes and make necessary cutouts. for floor applications, unless 1/2" thickness 3 Attach HardieBacker cement board to suhflooi • Apply a supporting bed of mortar or modified thinset to subfloor using a 1/4" square- notched trowel. • Embed HardieBacker cement board firmly and evenly in the wet mortar. • Use the fastener pattern as a guide. Fasten HardieBacker cement board with specified nails or screws (as listed in "Materials Required ") every 8" over the entire surface. Keep fasteners 3/8" from board edges and 2" in from board corners. • Set fastener heads flush with the surface without overdriving. 4. Tape joints prior t0 tiling • Prior to setting the tile, fill all joints with the same mortar used to set the tiles. • Embed 2" wide high- strength alkali - resistant glass fiber tape in the mortar and level. Wall Installation 1 Etisut e framing is structurally sound • Must comply with local building codes and ANSI A108.11. • Use a minimum of 2" x 4" wood studs or 20 -gauge metal studs, which must be straight, properly aligned and spaced a maximum of 16" on center. • In tub and shower enclosures, ensure that the framing is adequately reinforced at the corners. 2. Determine layout of HardieBacker" cement board • Boards may be installed vertically or horizontally. • Edges of the board parallel to framing must be supported by a structural framing member. • Score and snap boards to required sizes and make necessary cutouts. 3. Attach Hari: cement hot; • See applicable codes regardii requirements. • Install boards or shower pan • Fasten cemen nails or screw: "Materials Rec of 8" on cente • Keep fastener: edges and 2" • Set fastener hi surface, withoi 4, Tape joints • Fill all joints wi (see "Material; • Embed 2" wide alkali - resistanl in the mortar r WARNING AVOID BREATHING SIUCA DUST: James Handle• pro crystalline silica, which Is known to the State of California to cause by IARC and NIOSH to be a cause of cancer from some occupat excessive amounts of respirable silica dust can also cause a fatal lung disease called silicosis, and has been linked with other suggest smoking may Increase these risks. During installation, use cuttlng or, use score & snap technique. During clean -up, use HEPA methods —never dry sweep. For further information, refer to our In Material Safety Data Sheet available at www.Jameshardle.com or b) (1- 800- 942 - 7343). FAILURE TO ADHERE TO OUR WARNINGS, MS wcipr rrnrvuc rytpx gAD TG SEMI I ° FRSGMAL IN NPY QS NAT ELASTO -DECK 5000 X2 POLYURETHANE DECK COVERING FOR WATERPROOFING CRITICAL AREAS 1. PRODUCT NAME ELASTO -DECK 5000 X2 ELASTO -DECK 5000 X2 is an elastomeric coating system for walking decks, balconies, patios, roofs, etc., where an absolutely waterproof coating is caudal, such as above living quarters or any other occupied areas. 2. MANUFACTURER PACIFIC POLYMERS INTERNATIONAL, INC. 12271 Monarch Street Garden Grove, CA 92841 714/898 -0025 FAX (714) 898-5687 3. PRODUCT DESCRIPTION Composition: Liquid - applied, single- component, moisture- cured, polyurethane deck covering system. The ELASTO-DECK 5000 X2 system consists of the ELASTO -DECK 5001 base coat, ELASTO -GLAZE 6001 AL top coat and a primer where necessary. ELASTO - DECK 5000 X2 is available in a natural aggregate or a pigmented finish. Basic Uses: For waterproofing patios, sundecks, stairways, balconies, roofs, etc. ELASTO -DECK 5000 X2 can be used on all decks where a waterproof skid - resistant, long - lasting, wear- resistant surface is required. It may be used on new decks as well as on old concrete decks which are damaged, or cracked. The system is suitable for exterior as well as interior applications in all kinds of climates. The coating retains its elastomeric properties in below freezing weather as well as in very hot climates. The complete system including aggregate is approximately 1/8" thick (3.2 mm). Limitations: All materials shall be delivered to the jobsite in unopened containers dearly marked and labeled. Containers that have been opened must be used up within one or two days since these materials are moisture - reactive. The coating sets up when exposed to air. All surfaces must be completely free of foreign matter and primed where necessary. Colors: Concrete Grey, Tan Sizes: Available in 1 gallon cans, 5- gallon pails and 55- gallon drums. Weighs 10 lbs. per gallon (4.5 kg/gallon). Pacific Polymers International, Inc. Standards: City of S.F. approval No. 07570 PAC. 197 Complies with A.S.T.M. C- 957-87 WARNINGS AND HAZARDS: Before using the products, always refer to MSDS for important wamings and safety information. Use only in areas with adequate ventilation. Avoid breathing vapors. Keep away from heat and flame. Avoid contact with eyes and skin. In the event of skin contact, remove immediately and wash with warm, soapy water. Wear suitable eye protection. Always wash hands before eating. 4. TECHNICAL DATA (See chart on Page 3) 5. INSTALLATION Surface Preparation: All surfaces which are to receive ELASTO -DECK 5000 X2 shall be free of contamination such as water, curing compounds, hardeners, bond - breakers, paint, etc. A light broom -finish is recommended for concrete surfaces. It is desirable to watercure concrete in lieu of curing compounds. Only exterior grade plywood should be used. Contaminants should be removed by sandblasting or acid- etching. If etching is used, properly neutralize the add and allow adequate time for surface to dry. Except for non - moving shrinkage cracks, all other cracks and joints must be sealed with ELASTO -THANE 230, a single- component, moisture - cured polyurethane sealant manufactured by PACIFIC POLYMERS INTERNATIONAL, INC. All surfaces, where necessary, must be primed with DECK -THANE PRIMER prior to application of the coating system at a rate of 355 square feet per gallon (8.6 nWliter) All seams between plywood sheets and those between metal flashing and the plywood deck must be reinforced by imbedding a 4 -inch (10 cm) wide strip of glass cloth tape in wet ELASTO -DECK 5001, which is brushed evenly over the seam in a width of about 5 inches (12.7 cm) and a thickness of about 20 mils wet (.5 mm). The application of ELASTO -DECK 5001 can subsequently be made immediately over the entire area, including the taped areas. 12271 Monarch Street, Garden Grove, CA 92841 USA • Toll Free 800.888.8340 • Phone: 714.898.0025 • Fax: 714.898.5687 • www.pacpoly.com Application: ELASTO -DECK 5001 shall be applied to the plywood or primed concrete at a rate of 55 square feet per gallon (1.47 m resulting in a dry film thickness of 25 mils (.6 mm). After a 24 -hour cure, another coat of ELASTO -DECK 5001 is applied at the same 25 mil (.6 mm) coverage for a total dry thickness of 50 mils (1.27 mm). ELASTO -DECK 5001 Non - Gassing may be substituted for ELASTO -DECK 5001 and applied in one coat at the rate of 28 square feet per gallon (0.74 m ELASTO -DECK 5001 Non - Gassing may be used in a single 50 mil application over sound surfaces without danger of gassing. Application must be made uniformly to avoid thin spots and care must be taken to avoid pinholes and repair them should they occur. ELASTO -DECK 5001 Non - Gassing may be accelerated to cure in just a few hours by adding approximately 1/2 fluid ounce of water per gallon of material. Following a 24 hour cure, apply ELASTO -GLAZE 6001 AL pigmented, at the rate of 120 square feet per gallon (2.8 m Broadcast the desired aggregate into the wet coating to refusal. After an ovemight cure, sweep or blow off all the loose aggregate and apply another coat of ELASTO -GLAZE 6001 AL, pigmented or clear at a coverage of 110 square feet per gallon (2.7 m Coverage will vary depending on the size of aggregate used. Allow 48 hours cure time before permitting any traffic on the finished system. 6. AVAILABILITY AND COST ELASTO -DECK 5000 X2 is supplied through building material dealers. Prices vary with quantity and packaging. Quotations are made on request. These products are designed and manufactured to be installed by professional installers familiar with surface preparation and application procedures. All others should consult a professional installer, those who choose to install these products without professional assistance do so at their own risk. 7. PRODUCT WARRANTY Satisfactory results depend not only upon quality products but also upon factors beyond our control; methods of application and site conditions are examples of such factors and can affect product performance. This warranty consequently extends only to products installed in strict accordance with the manufacturer's specifications. It is the users responsibility to satisfy himself, by his own information and tests, of the suitability of the product for his own intended use; user assumes all risk and liability resulting from his use of the product. The substrate to which the product is applied must be sound structurally and otherwise. Structural or substrate failures o imperfections resulting in damage to or failure of th product are not covered by this warranty. Since the use of the product is beyond the control of the manufacturer, the manufacturer assumes no liability for misapplication and misuse of the product. This warranty does not cover consequential damages, nor does it cover the labor attendant to replacing product in the event of a product failure. The warranty only extends to replacement of the product itself. All products proven to be defective in manufacture will be replaced at no charge. Since the use of these products is beyond our control we cannot accept damage in excess of the purchase price of these products. 8. MAINTENANCE Since, as with all deck coatings, the topcoat is subject to staining by such foreign matter as nitrates, fertilizers, hard water, and other substances, it must be maintained. Please refer to the Maintenance Manual for proper maintenance procedures. The manufacturer is not liable for staining caused by hard water deposits, nitrates, fertilizers and other foreign matter. If ELASTO -DECK 5000 X2 is damaged, it can be repaired by cleaning the surface with Acetone and recoating it with ELASTO -DECK 5000 X2 system. 9. TECHNICAL SERVICES All of the latest updates to product data and specifications are available at the Pacific Polymers International, Inc. website at www.pacpoly.com. Since product data and specifications change, it is the user's responsibility to make certain the most current versions of product data and specifications are being used. Technical assistance can be obtained by contacting: PACIFIC POLYMERS INTERNATIONAL, INC. 12271 Monarch Street Garden Grove, CA 92841 714/898 -0025 FAX (714) 898 -5687 2 Rev. 06 -23 -06 1 4. TECHNICAL DATA (ELASTO -DECK 5000X2) Property Hardness Ultimate Tensile Strength Ultimate Elongation Adhesive Peel Strength on Primed Concrete Peel Strength on Plywood Solids Content Water Absorption Temperature Service Range Viscosity at 77 °F (25 °C) Moisture Vapor Transmission Abrasion Resistance Tear Resistance Perpendicular Bond- strength on Plywood Weight per Gallon Measuring Standard and Conditions Shore "A" A.S.T.M. D -2240 A.S.T.M. D -412 A.S.T.M. D -412 A.S.T.M. D -903 A.S.T.M. 0 -903 A.S.T.M. D -2369 A.S.T.M. D -471 A.S.T.M. D- 1004 -66 Results Base coat ELASTO -DECK 5001 55 975 psi 825% 90 P.L.I. 95 P.L.I. cohesive failure 91+ 2% by weight 88+ 2% by volume <1% by weight -50 °F to + 200 °F -45 °C to + 93 °C Brookfield Viscometer 70 + 10 poises A.S.T.M. E96-66 Procedure (a) 15 mil (0.015°) dry film (.38mm) 3.7 perms ± 0.6 (b) 30 mil (0.30") dry film (.76mm) 2.4 perms ± 0.4 Cured 7 days at 77 °F(25 °C), 50% RH A.S.T.M. C- 501 -62T 30 mil No change in weight dry film ono "x4 "(10cmx10cm) metal, CS-17 wheel, 1000 rev. with 1000 grams weight 220 pounds per linear inch 185 psi plywood failure 9.7 +.2 lbs. Results Top Coat ELASTO -GLAZE 6001 AL 92 2,600 psi 190% 210 P.L.I. N/A 80± 2% by weight 78± 2% by volume 0.03% by weight -50 °F to + 200 °F -45 °C to + 93 °C 188 pounds per linear inch N/A 9.9±.2 lbs. Shelf Life 6 months (when stored indoors at 77 (25 ° C) in unopened containers) 35 + 5 poises 0.8 perms No change in weight 3 Rev. 06 -23 -06 TUFFLEX IBC Solvent Free "TUFF" Resin Binder Concentrate (RBC) Water Catalyzed Urethane (WCU) Membrane Material PRODUCT DESCRIPTION: TUFFLEX RBC Solvent Free "TUFF' is a liquid applied Water Catalyzed Urethane (WCU) elastomenc Membrane 1 that is used in many of the TUFFLEX Specified Systems. BASIC USES: When properly applied, this material will provide a seamless and flexible membrane that protects against water damage. It is commonly used in the TUFFLEX Specifications for protecting concrete and plywood pedestrian walking decks — including hard usage ski ,resort sun decks, vehicle parking decks, mechanical equipment room waterproofing and as a under tile waterproofing membrane. (For use on plywood decking systems it is also recommended that you refer to the TUFFLEX RBC Solvent Free "SOFT' Technical bulletin for further information) It is also used to provide seamless and cushioned membranes and mats er porous concrete in veterinary and locker atom areas. This material is widely used to provide seamless and flexible waterproofing and ....ling decking systems on ships. TUFFLEX Solvent Free Systems all for ease of application in interior arras aw well as exterior areas. R:. er to the TUFFLEX Specifications for further information and ideas. SURFACE TEXTURES: Depending on the intended usage, TUFFLEX Membranes may be used with various surface textures. Surface t ' tares can range from very rough for maximum slip resistance to very s for ease of cleaning. Refer to the TUFFLEX Advisory "SURFACE T XTURES ON TUFFLEX MEMBRANES" for further information and idea. PRODUCT ECONOMY & VERSATILITY: TUFFLEX R in Binder Concentrate (RBC) is just that —a concentrate! When you ad the 25% catalyzing water you also mcrease the yield of the product by t amount. If filler materials, such as sand or rubber, are added for slopin filling or coving purposes, the product yield increases further and the ac tin! price per gallon again decreases. Please review the TUFFLEX Photo Job Histories on our web site or on our CD. The TUFFLEX CD contains a ch larger selection of photo job histories and can be ordered through our eb site. It is a reference for the many uses for this versatile material and sy LIMITATIONS: a) All surfaces to receive 'IiJFFLEX RBC SOLVENT FRED "TUFF' must meet all applicable building\and safety codes in the preschibed city, county or state, which ever has juri' ction. Substrate must be turally sound and sloped for proper drainage (s TUFFLEX Guide S ifications for complete information). NO LI ITY IS ASSU D BY MANUFACTURER FOR SUBSTRATE DEFECTS. b) Successful bonding requires structurally sound, strong, clean substrates. The substrate must be cleaned to ensure that it is free r all oils, "laitances", greases and other contaminations, such as concr curing compounds, that may cause poor adhesion of TUFFLEX RBC LVENT FREE "TUFF'. After cleaning, the surfaces should be rinsed th ughly to remove loose particles and traces of the cleaning membranes, ec.. should not be applied until the surface is dry. Refer to the TUFFLEX Specification for the appropriate TUFFLEX Primer to be used and for further technical information. SHELF LIFE: Nine months in unopened metal containers ; stored in moderate temperate conditions. TECHNICAL ASSISTANCE: Technical information. assistance and literature is available from TUFFLEX and their authorizedi materials distributors. Also please use the TUFFLEX web site for further information and ideas: www.TUFFLEXPOLYMERS.com TECHNICAL BULLETIN //-- 1. a__ C._QG }-- MAINTENANCE: If the TUFFLEX Membrane is damaged it can be repaired in order to return it to a monolithic state. Clean and abrade the damaged area. Solvent wipe clean the area with an environmentally safe solvent as permitted under local regulations. Ensure that the surface is free of all dust, dirt, oils or other foreign matter that will impair bonding. Allow the area to completely dry before priming and reapplying the TUFFLEX Membrane, texture and/or topcoat as needed. Refer to the TUFFLEX Advisory "MAINTENANCE AND CLEANING GUIDELINES FOR SURFACING SYSTEMS" for routine cleaning. Refer to the TUFFLEX Advisory "APPLICATION OF A NEW TOPCOAT' when re- topcoating the entire deck. WASTE DISPOSAL: Any liquid material that is not saved should be disposed of by mixing the material with the appropriate amount of catalyzing water and disposed of as an inert solid. Tensile Strength Elongation Tear Strength Hardness VOC Content Temp. Service Range Composition ASTM D-4l2 ASTM D -412 ASTM D -1004 TECHNICAL DATA Moisture cured 1300 - I SOO psi 700 - 800% 140 pli ASTM D Calculated Fed. Std. 141 Polyurethane - Polyurea Hybrid TUFFLEX POLYMERS, LL4 ♦ 10880 Poplar Avenue ♦ Fontana, California 92337 Phone: (909) 349 -2011 • (888) TUFFLEX • Fax: (909) 823 -6309 Water cured 1000 - 1200 psi 600 - 700% 130 pli 65 +/ 5 Shore A 70 gm/Itr -50 to +200 F PRECAUTIONS: This product contains isocyanates. Before using this product read the container precautionary label and the MSDS data sheet carefully. Exposure to isocyanates may cause allergic skin or respiratory reaction. Do not get into eyes, skin, or clothing. If contact occurs, flush affected areas with water. Wash skin and clothing with soap and water. Personnel applying this membrane should wear protective clothing and gloves and should use with only adequate ventilation. In confined areas wear appropriate MSHA/NIOSH approved respirators. Seek medical help for all -over exposures. THIS PRODUCT IS FOR PROFESSIONAL USE ONLY. LIMITED WARRANTY: Tufflex Polymers. LLC (TUFFLEX) wan this product to be free of defects in workmanship and materials only at the time of shipment from our factory. If any TUFFLEX materials prove to contain manufacturing defects that substantially effect their performance, TUFFLEX will, at its option, replace the materials or refund its purchase price. This limited warranty is the only warranty extended by TUFFLEX with respect to its matenals. There are no other warranties. including the implied warranties of merchantability and fitness for a particular purpose. TUFFLEX specifically disclaims liability for any incidental, consequential. or other damages. including but not limited to, loss of profits or damages to a structure or its contents, arising under any theory of law whatsoever. The dollar value of TUFFLEX'S liability and buyer's remedy under his limited warranty shall not exceed the purchase price of the TUFFLEX material in question. TUFFLEX "TUFF" (07) TECHNICAL BULLETIN 751 Coo COLORCOAT AL (HIGH SOLIDS) ESTER For Use or outside CALIFORNIA PRODUCT DESCRIPTION COMPOSTION: COLORCOAT AL (HIGH SOLIDS) ESTER is a single component, liquid applied. moisture - cured, polyester - polyurethane surface protection coating. BASIC USES: COLORCOAT AL (HS) ESTER is a wear ace and waterproofing topcoat used in the TUFFLEX Sys t When COLORCOAT AL (HS) ESTER is incorporated into these syst , it helps to waterproof concrete and plywood decks, parking structures, hanical equipment parts and areas that require a seamless membrane fo protection against water damage. It can also be used on substrates industrial locations, heavy vehicular and pedestrian traffic areas, and oth properly prepared substrates such as metal, wood, and masonry. COLO OAT AL (HS) ESTER can also be used as a topcoat for polyurethane a c track surfaces that need protection from oils, greases, some types of chemical spillages, and ultraviolet light. Do not use in areas of long standing water such as water parks and ponds. COLORS: COLORCOAT AL (HS) ESTER is stocked in the JIUFFLEX Standard Colors and custom colors are available. Special order require a minimum order of 150 gallons. PACKING: Available in 5 gallon and 55 gallon containers. PRE - APPLICATION PRECAUTION LIMITATIONS: Containers that have been opened must be used within 1 or 2 days since COLORCOAT AL (HS) ESTER is a mois a reactive material which sets up when exposed to air. COLORCOAT AL ( ) ESTER should not be diluted. It is recommended to apply the COLOR OAT AL (HS) ESTER on a textured surface in order to provide the n ed slip - resistance. Non - textured surfaces may be slippery under wet cond}tions. PRECAUTION: COLORCOAT AL (HS) ESTER is a component of the TUFFLEX Systems. It should primarily be used as stipulat d in the TUFFLEX SPECIFICATIONS. Results occurring from use other than what is stipulated in the TUFFLEX SPECIFICATIONS are not tested or recommended. Ensure that the surface is properly prepared) prior to application. APPLICATION: GENERAL: COLORCOAT AL (HS) ESTER requires a few precautions to be followed during and after application. Each application shou d be done in one complete step. A continuous application will ensure a smooth and level coat with no lines or streaks to disfigure the deck. Application should not be stopped part way across an area and then completed several or more hours later. MIXING INSTRUCTIONS: Before application, briefly mix COLORCOAT AL (HS) ESTER using a mechanical mixer (Ji Mixer) at slow speeds or mix for at least 5 minutes, if mixed by hand. Care [should be taken not to whip air into the product as this may cause pin les. Mix COLORCOAT AL (HS) ESTER thoroughly until a homogeneous mixture and color is obtained. APPLICATION: The first coat of COLORCOAT AL (HS) EST R should be applied at the rate of 90 to 100 square feet per gallon. depen$lmg upon surface texture. For best results use a squeegee, trowel or phenolic core roller. Spread COLORCOAT AL (HS) ESTER evenly over the tire deck, resulting in 12 +/ 2 dry mils. After 24 hours, proceed to the and coat. (Refer to the TUFFLEX ADVISORY and Technical Bull on the optional COLORCOAT ACCELERATOR in order to speed this a frame up.) Many Specifications require 2 coats. A third coat may be ecessary depending on the job Specifications and requirements. When estimating material requirements, coverage rates tend to increase per gallon for subsequent coats of material. Allow each coat to cure a minimum of 24 hours if the optional Accelerator is not used. To obtain proper adhesion between coats it is imperative that recoating be done within 48 hours. CURING: Allow COLORCOATAL (HS) ESTER to cure at least 24 hours before permitting light pedestrian traffic and at least 72 hours before permitting heavy traffic on the completed system. Note: Curing time depends on humidity and temperature. Low temperature and low humidity extend the curing time. Use the optional COLORCOAT ACCELERATOR to shorten cure times, refer to the TUFFLEX COLORCOAT ACCELERATOR ADVISORY and Technical Bulletin. EQUIPMENT CLEANUP: Equipment should be cleaned immediately with an environmentally -safe solvent, as permitted under local regulations, immediately after use. Physical Property Test Method Coverage Rate Dry Film Thickness per Coat Hardness ASTM D -2240 Shelf Life Specific Gravity Tear Resistance Die C ASTM D -624 Tensile Strength ASTM D-412 Total Solids by Weight ASTM D -2369 Total Solids by Volume ASTM D -2697 Ultimate Elongation ASTM D-412 Viscosity at 24°C (75 °F) Volatile Organic ASTM D- 2369 -81 Compounds TECHNICAL DATA PRECAUTIONS: This product contains flammable solvents. Keep these materials away from heat, sparks and flames. Personnel applying these coatings should wear protective clothing, use respiratory protection, safety goggles and gloves. Avoid contact of material with skin or eyes and avoid breathing the solvent vapors. Mix and apply in well - ventilated areas and observe normal safety precautions required for solvent containing materials. Read the MSDS sheets before using this product. This product is for professional use only. LIMITED WARRANTY: Tufflex Polymers, LLC ( TUFFLEX) warrants this product to be free of defects in workmanship and materials only at the time of shipment from our factory. If any TUFFLEX materials prove to contain manufacturing defects that substantially effect their performance, TUFFLEX will, at its option, replace the materials or refund its purchase price. This limited warranty is the only warranty extended by TUFFLEX with respect to its materials. There are no other warranties, including the implied warranties of merchantability and fitness for a particular purpose. TUFFLEX specifically disclaims liability for any incidental, consequential, or other damages, including but not limited to, loss of profits or damages to a structure or its contents, arising under any theory of law whatsoever. The dollar value of TUFFLEX'S liability and buyer's remedy under his limited warranty shall not exceed the purchase price of the TUFFLEX material in question. TUFFLEX POLYMERS, LLg* ♦ 10880 Poplar Avenue ♦ Fontana, California 92337 Phone: (909) 349 -2016 • (888) TUFFLEX • Fax: (909) 823 -6309 Results IMetricl Results lEngtish( 0.41 Vm 1 ga1/100ft' 300 t 50 microns 12 t 2 mills 95 t -5 Shore A 95 ± 5 Shore A 6 months 6 months 1.5 1.5 44 kN /m 250 +/- 50 pli 25 +/- 2 MP 3500 +/- 300 Ibs/inch' 78.8 +/- 2% 78.8 +/- 2% 72.4 +/- 2% 72.4 +/- 2% 250 +/- 50% 250 +/- 50% 2500 ± 500 cps 2500 ± 500 cps 250 gm/liter 2.08 lbs. /gallon COLORCOAT AL (HS) ESTER (07) REVIEWED F OR CODE COMPLIANCE APPROVED 'JUL 01 2008 City Of Tukwila B IL boy— ),G I - -& rya 7 S . 7; 0 J • LutA City of Tukwila p7-oa d 1e 4 , j_ , DIVISION 02, Date: .14 3 , zb y- ? r oe Gam!e l� D I J 4 P. vo ci r o vP c P ; CT 57 71; -f E t II cf IV. VItii t 2." (id gkoS RECEIVED CITY OF TUKWIL A JUN 2 71008 PERMIT CENTER FILE On Permit No.^2- 2 1 ' 1 7 Pier review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt o' approved Field Copy and conditions acknowledged: 3 1' ZX�Z join Is , w„ , EVISION N 0_ ©_ ? 5' f; i i, 1 P(91-214_ Chul Kim 3721 S. 152 " St., #40 Tukwila, WA 98188 RE: RFA05 -283 Dear Mr. Kim: Department of Community Development REVIEW FO CODE COMPLIANCE APPROVED JUN 12 2008 City Of Tukwila B ILDI` , ' IVI ION The purpose of this letter is to confirm to you the results of our inspection last Thursday of each deck at the Woodside apartments. We visually inspected each deck exterior to determine if any posed an immediate danger to tenants. Below is the Building Official's detail: Yes Steven M. Mullet, Mayor Apartment 16 15 14 13 8 7 6 5 40 36 39 35 38 34 37 21 Inspection Results Four joists exhibit 2 -3" of visible decay along top edge. Decking exhibits visible decay. Improper repair of joists. Four joists exhibit visible decay along top edge. Improper repair of joists. Improper repair of joists Three joists exhibit visible decay. Decking exhibits visible decay. OK Two joists exhibit 2 -3" of visible decay along top. Improper repair of joists Deck constructed of untreated wood. No decay present. Two joists exhibit 2 -3" of decay along top edge. Improper repair of joists. Three joists improperly repaired. Four joists improperly repaired. Three joists exhibit decay along top edge. Four joists exhibit 2 -3" of decay along top edge. Two joists exhibit 2 -3" of decay along top edge. Four 'oists exhibit deca and im ro erl re aired. Four joists improperly repaired. Visible decay on header. Im ro . er re .airs and use of an :le iron for su .sort. 'oists im erly re Three joists exhibit visible decay along top. Five joists im.ro.erl repaired. Potentially Hazardous? Yes Yes Yes Yes Yes Yes Yes 33 • 25 Three ro aired. Yes Yes Yes Steve Lancaster, Director CITY OFETUKvvft MAY 3 0 2008 PERMIT CENTER INCOMPLETE 1 1317$ 1.1 2114.- LTR# 6300 Southcenter Boulevard, Suite #l00 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 22 26 27 23 24 28 Five joists improperly repaired. Unable to inspect due to plastic covering entire underside of deck. OK Five joists improperly repaired. OK OK Yes Yes As we discussed with you during the inspection, you should immediately notify the tenants in writing to restrict use of those decks indicated above as potentially hazardous. Tenants should not use the decks for any type of storage and should limit the number of people on the deck to one at any given time. Please provide us with a copy of the notices sent to each tenant. The City's expectation is that all the improper repairs and evidence of decay noted above will be properly repaired during your major renovation. We will expect to have a permit application submitted by March 1, 2007. Should you decide not to proceed with the renovation, you will be required to make repairs to each deck as required. If you have any questions, please let me know. Sincerely, Kathryn A. Stetson Code Enforcement Officer GUARD RAIL 4X4 POST 3/8 MIN. BOLTS NUT AND WASHERS EACH END DECK REPAIRS SHALL COMPLY WITH THE FOLLOWING CONDITIONS: * NEW LUMBER USED TO REPAIR OR REPLACE EXISTING DAMAGED LUMBER SHALL BE SIZED TO MATCH EXISTING MATERIALS. * NEW FRAMING LUMBER SHALL BE PRESURE TREATED OR RATED AS OUTDOOR DECK WOOD. * NEW HARDWARE SHALL BE GALVANIZED AND SIZED ACCORDINLY TO LUMBER CONNECTIONS AND INSTALLED PER MANUFACTURES SPECIFICATIONS. * REMOVE DAMAGED OR ROTTED JOIST, DECK BOARDS OR SHEATHING, INCLUDING RUSTED OR DAMAGED HARDWARE FOR LUMBER CONNECTIONS. * FLASH AND /OR CAULK AT EXTERIOR BUILDING WALLS WHERE DECKS ARE ATTACHED TO PREVENT MOISTURE INRUSION, BY USING THE APPROPRIATE METHOD OR MATERIALS DESIGNED FOR EACH APPLICATION. POSITIVE CONNECTIONS REQUIRED DECK REPAIR NOTES: POST BASE IN CONCRETE FOOTING ELEVATED TO PREVENT GROUND CONTACT. SPACED TO NOT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE U 4 FOOTING NOTE: *All support framing shall be pressure treated. (IRC Section R319 & R319.1.2) *Decking, railing balusters and hand rails shall be treated outdoor wood or similar. *Current chemical treatment for wood preservative will damage light galvanizing on bolts, nails and hangers. Use hot dipped galvanizing, stainless steel or better. DECK PLAN BELOW IS FOR CODE REFERENCE ONLY TO ASSIST IN REPAIRING THE DAMAGED DECKS. (ONLY REFER THAT WHICH IS APPLICABLE.) PERMIT # pos-,2aa BUILDING # 2 PT # 1 if) AS I6 RECEIVED CRY OF TUKWILA 1JUN 0 9 2008 PERM' GOITER EXISTING HOUSE 0 1 II 4X4 MIN. POST S FINISH GRADE G GUARD RAIL 36" TO 38" HIGH MAX. X. 70 2X FASTENED TO EXTERIOR WALL DECKING FLASH (SEE DETAIL BEL w 11 BALUSTERS (TYP.) in mu P IliP t■I O W) • LI 2 ' -0 " JOIST HANGER MAXIMUM 2�-� ` � BEAM SIZED FOR SPAN \ -. POST BEAM HARDWARE PER JOIST SIZE CANTILEVER (POST CAPS) 0% LAG BOLTS (ONO SEE TABLE FO i JUN 12 1008 City Of Tukwila ING DIVISION FLASH BEHIND SIDING AND BELOW DECKING LT FLASH BEHIND LEDGER SIDE VIEW TABLE 13 JOIST SPANS, NOTCHING, & BORING [1502.3.1(2)] & [502.8.1] Floor Joist Spans -40 Ib. Live Load 203 2x8 2x 10 2x12 10 It 9 in. 9 ft. 9 in. 1 1 4 ft. 2 in. 12 ft. 7 in. 17 It 9 in. 15 ft. 5 in. 20ft.7in. 17ft.10in. 8 (t 1 in. 10 ft.3 in. Bearing Wall Suppport rill33311 . t) 0 g r m I f3c.wny walls should net offset more than the joist cleptl m the support n rder below the floc 1 /a in_ 1 in. 12 ft. 7 in. 2 in. 14 ft. 7 in. 2 in. Notching Outer 1 /3 2 /a in. 1 1 /2 in. 1 in. 1 9 /8 in. Boring 2 in. to edge . 1 1 /2 in. 2 in. 3 /a in. 3 in. ❑ All exterior walls req wood 25 10 -01 -2010 CHUL KIM PO BOX 69517 SEATTLE WA 98168 RE: Permit No. D08 -262 3721 S 152 ST TUKW Dear Permit Holder: City of Tu gla Department of Community Development In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/28/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/28/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D08 -262 Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 o Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 December 24, 2009 Chul M. Kim PO Box 69517 Seattle, WA 98168 City of T 1 Jim Haggerton, Mayor Department of Community Development RE: Request for Extension Development Permit Nos D08 -170, D08 -261, D08 -262 Mechanical Permit Nos M08 -232 & 233 Woodside Apartments — 3721 S 152 St Dear Mr. Kim, This letter is in response to your written request for an extension to Permit Numbers D08 -170, D08 -171, D08 -262, M08 -232, and M08 -233. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. At this time no action is being taken on D08 -261 and D08 -262. The final inspection on these is pending approval of the deck details by Dave Larson. The remaining permits, D08 -170, M08 -232, and M08 -233 will be extended. The City of Tukwila Building Division will be extending your permits an additional 180 days from the date of expiration, through June 21, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fer Marshall it Technician File: Permit No. D08 -170, D08 -261, D08 -262, M08 -232, M08 -233 W:\Permit Center\Extension Letters\Denials\Permits\D08 -262 Permit Extension Demal.doc jem Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 November 30, 2009 Jenifer Marshall, Permit Technician City of Tukwila 6300 Souhcenter Blvd., Suite 100 Tukwila, Wash 98188 Re: Request for extension of permits Dear Jenifer I would like to apply for extensions of permits nos. MO8 -232, MO8 -233, DO8 -261, DO8 -262 and DO8 -170 to allow more time to complete and obtain approvals for works started under those permits. Thank you for your assistance in these matters. Sincerely yours, Chul M. Kim P 0 Box 69517 Seattle, Wash 98168 206 - 835 -6300 GAD c �2dr� Mogr -Z�2 eze eyit „cizze .1/ i - 68-frimai) /Way DOi - I DO - 2Lp2 C14,Q ruU DEC 0 1 1009 PEgM,T coital 9.-IaiJ01 - 4 aU lOL+l ti� 19-1 H 12) 23 � oQ kit ) e; December 4, 2009 City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 -8548 Mr. Bob Benedicto Building Official Dear Mr. Benedicto, Thank you for your courtesy to me this morning, and for your willingness to work with us as we seek to improve our property and satisfactorily comply with the City of Tukwila's code requirements. Please be advised that I have designated Brian Derdowski to act as my representative in working with the City on all permit related issues, subject to my approval and until further notice. I will continue to sign all legal documents and be responsible for all applicable fees. I'm sure that you will enjoy working with Mr. Derdowski as much as I have over the last couple of weeks. Sincerely, A 4 4 ,, 1 �� Chul Kim 6,1\ � 2 2 RECEIVED DEC 04 2009 PERMIT CENTEh September 14, 2009 Chul Kim PO Box 69517 Seattle, WA 98168 RE: Request for Extensions #3 Development Permit Nos D08 -261 & 262 Woodside Apartments — 3721 S 152 St Dear Mr. Kim: This letter is in response to your written request for an extension to Permit Numbers D08 -261 and D08 -262. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 90 days from the latest date of expiration, through December 10, 2009. These permits were obtained as the result of a notice and order and the work must be completed. Please note, that per the Building Official, this is to be the last extension granted. If final inspections are not approved on or before this expiration date (December 10, 2009), the City will pursue legal action to complete this work. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: ifer Marshall it Technician City ®f Tu } . x lL Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Permit No. D08 -261 & 262 • B W:U'ermit Center\Extension Letters \Permits\2008\D08 -262 Permit Extension #3.doc jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 August 21, 2009 Jennifer Marshall Permit Technician Dep. Of Community Development City of Tukwila, 6300 Southcenter Blvd., Suite 100 Tukwila, Wash 98188 Re: Permit nos. D08 -261 and D08 -262 Permit nos. EL08 -1540 through 1555 Dear Jennifer Marshall This is in response to your letters dated July 31, 2009 informing me that above stated permits will expire unless inspections are requested or written request for extensions are submitted prior to 9/29/09. Substantial works are completed as of this date and inspections will be requested shortly for certain permits. However, please approve extensions for all of above stated permits to allow time to complete work since substantial amount of work still need to be completed under so many permits.. Sincerely yours, i Z /1 . i Chul M. Kim P O Box 69517 Seattle, Wash 98188 206 - 835 -6300 cell • • le 404n( .t r,M; +S 1)06--.491 44 tOe a4, Z- e�p: re, q-)_6,061 .-- 1 410101 1540 4nvp) l. £ LC - (S s s ,e.sc&t 4- -,- o 1 Utoitt,4 0'51V1 I 1 0 fie,, Ci4eVIA Jc_ A- •A.c'v°°`'e t.Pt L am . Ata da2 44 .'1196.1t4-14#41 - 2G09 CHUL KIM PO BOX 69517 SEATTLE WA 98168 RE: Permit No. D08 - 262 3721 S 152 ST TUKW Dear Permit Holder: 4. City of Tukwila Department of Community Development Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/26/2009. Based on the above, you are hereby advised to: • Jim Haggerton, Mayor 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/26/2009, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, nn er Marshall t Technician File: Permit File No. D08 -262 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 26, 2009 Chul Kim PO Box 69517 Seattle, WA 98168 RE: Request for Extensions Development Permit Nos D08 -261 & 262 Woodside Apartments — 3721 S 152 St Dear Mr. Kim: This letter is in response to your written request for an extension to Permit Numbers D08 -261 and D08 -262. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 90 days from the latest date of expiration, through September 26, 2009. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, e .t ifer Marshall it Technician File: Permit No. D08 -261 & 262 • • City of Tu Department of Community Development Jack Pace, Director W:\Permit Center\Extension Letters \Pemuts\2008\DO8 -262 Permit Extension #2.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 1 May 1, 2009 Bill Rambo Permit Technician City of Tukwila, 6300 Southcenter Blvd., Suite 100, Tukwila, Wash 98188 Re: Permit No. D08 -261 and D08 -262 I uNtT WA. Dear Mr. Rambo This letter is in response to your letter dated May 4, 2009. I am waiting direction from Fire Marshall of City of Tukwila on the type of construction acceptable to his department before final work under this permit can be completed. Even after the type of construction acceptable to Fire Marshal is determined it will still take additional few months to complete the work and obtain final inspection. Therefore, I request for an additional 90 days extension under this permit to complete the work. Sincerely yours, A4 , ���✓' Chul M. Kim P 0 Box 69517 Seattle, Wash 98168 • 0 tiv v 4 O,fS.4af/xtvu4t 904 0.0�09 RECErytED QITV OP 71 . 1 KWIL O MAY 19 2009 PERMT CENTEh 6,(e oti(2A) Th61- lu,toc 05 -04 -2009 CHUL KIM PO BOX 69517 SEATTLE WA 98168 RE: Permit No. D08 -262 3721 S 152 ST TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician xc: Permit File No. D08 -262 • • City of Tukwila ila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/27/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 January 12, 2009 Chul Kim PO Box 69517 Seattle, WA 98168 • • City of f Tukwila Department of Community Development Jack Pace, Director RE: Request for Extensions Development Permit Nos D08 -261 & 262 Plumbing/Gas Piping Permit No PG08 -107 Electrical Permit No EL08 -358 Woodside Apartments — 3721 S 152 St Dear Mr. Kim: Jim Haggerton, Mayor This letter is in response to your written request for an extension to Permit Numbers D08 -261, D08 -262, PG08 -107, and EL08 -358. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 180 days from the latest date of expiration, through June 27, 2409, as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fer Marshall it Technician File: Permit No. D08 -261 & 262, PG08 -107, and EL08 -358 P:\Pemit Center\Extension Letters\Permits\2008\ELO8 -358 Permit Extension.doc jem 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 - 3670 e Fax: 206 4.31 - 3665 • • > /542 )3 , • 3 1,1 I c9.-Fri‘e, (-2c— 6 y, (h 14.-0 1 ! � � /(J.v. ( r , 1 i 5.11 5)-0 C 1, ( M_ - 2� b .-43- 6 33 a c.0/ 1 19-1- J)'2 v' .- 2- CAJ %,. o � � , �� �� 9_ x: a4.1s / a S-0 p t v 9 7, J I Q< / V r S 2s2� " " v' ,., D f ►'+ ---. ns p Cr- "8-0 7 , , L.i)? _� T — j o 8_ Z 6 (10 r - Ci2 4 c p -p -`o / / ( tiQ c_4—I 1 ce G ,r) r M A 1z• 04'114 en 'oF ZOOS P ekin. correi 11 -03 -2008 CHUL KIM PO BOX 69517 SEATTLE WA 98168 RE: Permit No. D08 -262 3721 S 152 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 12/29/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall, Pe?diit Technician xc: Permit File No. D08 -262 • CityofTu Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1' May 14, 2008 Chul Kim PO Box 69517 Seattle, WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -262 Woodside Apartment — Bldg 2 — 3721 South 152 Street Dear Mr. Kim: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 6, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. Revisions must be made in person and will not be accepted through the mail or by a messen'er service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, [S quit e Brenda Holt Permit Coordinator Enclosures File: D08 -262 City of Tukwila la Jim Haggerton, Mayor Department of Community Development Jack Pace, Director P:\Permit CenterUncomplete Letters\2008\D08 -262 Incomplete Ltr # 1.DOC jem • • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Determination of Completeness Memo Date: May 13, 2008 Project Name: Woodside Apartments, Bldg 2 Permit #: D08 -262 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The 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. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a generic detail design that clearly shows the existing as built deck framing. The details shall clearly specify type and size of materials recommended for the repairs. In addition to the details specify type fasteners, flashing, sealants etc, necessary for the repairs. 2. Clearly indicate on the site plan exactly where each repair shall be made or, if applicable, provide notations on the site plan to indicate all decks shall be repaired. Notes shall be specific for each building. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. DEPARTMENTS: .. ki L ilding Division Public Works Complete Documents/routing slip.doc 2 -28 -02 • PE : yY ear - 1 �■ G � �' .r ��• ,� PLAN REVIEW /ROUTING SLIP 1 1 ACTIVITY NUMBER: D08 -262 DATE: 12 -18 -09 PROJECT NAME: WOODSIDE APTS - BLDG 2 SITE ADDRESS: 3721 S 152 ST Original Plan Submittal Response to Correction Letter # X Revision # 3 After Permit Issued Response to Incomplete Letter # Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -22 -09 Incomplete TUES/THURS ROUTING: Please Route Structural Review Required Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Notation: REVIEWER'S INITIALS: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 01 -19 -10 Not Approved (attach comments) n DATE: Planning Division Permit Coordinator Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 262 DATE: 06 - - PROJECT NAME: WOODSIDE APTS, BLDG 2 SITE ADDRESS: 3721 S 152 ST Original Plan Submittal Response to Correction Letter # DEPARTMENTS: coital Building Division Public Works ❑ HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents routing slip.doc 2 -28 -02 Response to Incomplete Letter # X Revision # 1 after Permit Issued Fire Prevention Planning Division Structural Permit Coordinator n DUE DATE: 07 -01 -08 Not Applicable No further Review Required DATE: DATE: DUE DATE: 07-29-08 Approved V Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only' CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -262 DATE: 05 -30 -08 PROJECT NAME: WOODSIDE APTS, BLDG 2 SITE ADDRESS: 3721 S 152 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: J �� B g r 'vision Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route Notation: d TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 HERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete ❑ Structural Review Required Approved 1 Approved with Conditions n DATE: DATE: Planning Division n DUE DATE: 06-05-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 07-03-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -262 DATE: 05 -06 -08 PROJECT NAME: WOODSIDE APARTMENTS, BLDG 2 SITE ADDRESS: 3721 S 152 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: n g''Df ision Ii34 Public Works 14 6 oe DETERMINATION OF COMPLETENESS: (Tues., T Complete ❑ Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 116 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP 511 nil, Fire vrevention Structural Incomplete ❑ Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions n Notation: REVIEWER'S INITIALS: .) DATE: DATE: PVIA, 13 ir Planning Division Permit Coordinator DUE DATE: 05-1 3-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg j Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 06 -10-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INIfS 1 le -)-7 K 1219-1 tiffs Summary of Revision: AT cV c n ,, N O rout ; (N• C INtAti eS Summary of Revision: E• Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INIfS 1 le -)-7 K 1219-1 tiffs Summary of Revision: AT cV c n ,, N O rout ; (N• C INtAti eS Summary of Revision: E• Received by: REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INIfS 1 le -)-7 K 1219-1 tiffs Summary of Revision: AT cV c n ,, N O rout ; (N• C INtAti eS Summary of Revision: E• - 7 - i Li-08" Summary of Revision: C .. i r W044 r rod Vlrot.4 i�( � ft ec:fC k A rk‘ %-9- k L A-fl Sc • D i (O rkk Is Received by: %L.( (C-- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 6 � 3 IP—I CC u4 1219-1 tiffs Summary of Revision: AT cV c n ,, N O rout ; (N• C INtAti eS Summary of Revision: Received by: 1-i REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ISSUED DATE STAFF INITIALS 2.. I)-^ Li -0 Summary of Revision: J t NI Summary of Revision: (A t[t ( &.pa 'cu k A rk‘ %-9- k L A-fl Sc • D i (O rkk Is Received by: art/ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 000(i St 1111 SITE ADDRESS: 37)-1 & A- REVISION LOG • PERMIT NO: I. 0 — (0- ORIGINAL ISSUE DATE: (x -0 � (please print) lease print) (please print) (please print) (please print) • City of Tukwila Department of Community Development 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 /L the mail, fax, etc. Date: / 2 7' !a / ,✓ Plan Check/Permit Number: 08 — zb 2< ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 3_ after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: GiS r.J-■ f Project Address: ? 7 l 5. i S- d S f , Contact Person: < G i4 Summary of Revision: /I S—rLL y C A 4,,7 - Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ES in Permits Plus on La --'t ooj \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Phone Number: 2 ' 1 h 3 CITY OF TUKWILA IDEC 11:8 2009 PERMIT CENTEP Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # t l Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 00 Project Address: '3 2 1 Contact Person: in 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan ChecWPermit Number: 5, 1}),, I C-- r �-- 21a2 crrv DEC 04 2009 PERMIT CENTER Phone Number: rJ - 3 S - G 5 v Summary of Revision: PCDb TeCik tM wo Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: � � "). City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 43f -'s_a;o p.:e Y.. V�4 '.9'°�!L'ex•6'�4W ^R1�"""'""n` ur �x;+� �rT'",.t±,Cc!•.'.a« yea >p,,. I O `N S�B`M �'....Wa.. ... r.:. M> w. •,..nom «�T-�s- ..ayr.�..r .�'e� ... :c �: . , ..— �.,sa •' 2:e°ya Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 ('2-7 l O z1 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # lir Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: £ 5.0v Project Address: '7 ) 7 5 St • (57,/ .✓� l� . �� l e/ g g Contact Person: In N (L I w, r 4-3 to Received at the City of Tukwila Permit Center by: O , Entered in Permits Plus on CUITIO( /) \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Oe e, RECEIVED ryF tilltA JUN 2 7 1008 fr'EHMI l (:ENTER Phone Number: Za b 3 — b . ?0-0 Summary of Revision: TV' CL ti * r ,cip s► C I V U K. �wi -�� p (N 41.e ICJ D l lam. 0 0 �. d A c �� Sa 1-tt o, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Project Name: Project Address: Sheet Number(s): City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: l ' / 9 g Plan ChecklPermit Number: a o g - Zb 2_ E( Response to Incomplete Letter # RECEIVED ❑ Response to Correction Letter # CITV OF Tl1KWIut ❑ Revision # after Permit is Issued MAY 3 0 2008 ❑ Revision requested by a City Building Inspector or Plans Examiner Contact Person: C �►N ( (� { Summary of Revision: She_ a, L "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ‘applications\Ibrms- applications on linerevision submittal Created 8-13 -2004 • • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us • Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number: 10 7- 3r 633 0 • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E - mail: tukplan(a)ci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) e- hti1 Nj 11)'1, -.. , states as follows: Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0179 Planning Division 206 431 -3670 PERMIT NO: l/ O i 2 ( *M t [please print] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under No. , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform cllstruction work. Owner /O'3ner's Agent Signed and sworn to before me this / day of v Residing at Name as commissioned: 4a/2/ My commission expires: T Y PUBLIC in and for the State of Washington ,20 , County 18,27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; I Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; i6. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; i8. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E - mail: tukplanOci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) C / M •. ts. 1 &V' , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction w 2k. N(AR Owner /Owner's Agent* Signed and sworn to before me this day of P' r , 20 09. Residing at PERMIT NO: A "o`I(o I ,d& a Dog PUBLIC in and for the State of Washington Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0 1 79 Planning Division 206 431 -3670 kat , County Name as commissioned: / . ?¢ 6thll / My commission expires: 0 J ' `I D 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. 8.5c Apply the mixed VULKEM 351 with a medium nap, solvent resistant roll er sleeve at a rate of 200 square feet per gallon (5 m /G). Take care to apply an even coat without puddles or thick roller edge lines. 8.6c Broadcast the aggregate onto the wet surface of the Vulkem 351 coat. Cover the entire surface leaving no wet spots. 8.7c Allow the VULKEM 351 to cure overnight. 8.8c Sweep and vacuum off all loose, unbound aggre- gate. 8.9c Mix as specified in 8.4c. 8.10c Apply VULKEM 351 with a medium nap, solvent resistant roller sleeve at a rate of 200 square feet per gallon (5 m /t). Remove excess material from the roller by using a screen in the pail to avoid puddles or pond - ing of the material. 8.7c Allow the VULKEM 351 to cure for 24 hours. 9. Slip Resistance 10. Clean Up The non -slip properties of the finished deck coating system is determined by the applicator. We suggest installing a test patch and obtaining customer accept- ance. 10.1 Clean all adjacent areas to remove any stains or spills with MEK, Toluene or Xylene. 10.2 Clean tools or equipment with MEK, Toluene, or Xylene before materials cure. 10.3 Clean hands by soaking in hot, soapy water then brush with a stiff bristle brush. 11. Usage The following is a guide to estimate material usage: VULKEM 322 DS. For a one inch (25.4 mm) cant bead over a 1/4 inch (6mm) backer rod, 1 gallon of sealant for every 20 linear feet is required (1 liter for 8 meters). VULKEM 450 DETAIL COAT. Application thickness should be 25 wet mils (0.64mm). A detail coat which extends 4 inches (10.2cm) on the vertical wall and 4 inches (10.2cm) on the horizontal deck requires 1 gal- lon of coating for every 90 linear feet (1 liter for 7.3 meters). A detail coating (6 inches x 25 mils) (15.2cm x 0.64mm) over cracks requires 1 gallon of coating for every 120 linear feet (1 liter for 9.7 meters) VULKEM 350 COATING. Apply at a rate of 38 square feet per gallon (.93m for a mil thickness of 40 mils (1.Omm) VULKEM 351 TOPCOAT. Apply at a rate of 100 square feet per gallon (2.45m for a mil thickness of 15 mils (0.30mm). HMCO Sealant/INeatherprooting Division 3735 Green Road • Beachwood, Ohio • 44122 • Phone: (216) 292 -5000 • (800) 321 -7906 220 Wicksteed Avenue • Toronto, ON M4H 1G7 • Phone: (416) 421 -3300 • (800) 363 -3213 1451 Jacobson Avenue • Ashland, Ohio • 44805 • Phone: (800) 321 -6357 • Fax (419) 289 -6645 PRINTED IN THE USA An 9E Company 0400/350 -351 AP 2. Scope 2.1 This document will provide the necessary instruc- tions for the application of the VULKEM 350/351 PEDESTRIAN DECK COATING SYSTEM to qualify for the manufacturer's warranty. y.te�a�` ?, Cr 1.1 The purpple,tofrthis ? tlt w '2l. tp rst W r establisi, -uni= " form pro cedun fob appl irtg retV 1: EM PEDESTRIAN DECI -NG SYSTEM. 1.2 The techniques involved may require modifications to adjust to job site conditions. Consult your Tremco Representative for specific design requirements. 3. Conditions for concrete surfaces 3.1 Concrete shall be water cured and in place for at least 14 days, preferably for 28 days. 3.2 Concrete shall be finished with a light steel trowel followed by a fine hair broom or equivalent finish. 3.3 Surface to receive coating, sealant or liquid applied flashing material shall be sound, dry, clean and free of all dirt, dust, oil, grease, wax, tar, asphalt, mildew, mold, paint, sealers, coatings, curing agents, those par- ticles, laitance and other contamination or foreign mat- ter which may interfere with the adhesion. Job site conditions may require use of a Vulkem Primer. Consult a Tremco Representative for recommendations prior to installing materials. 3.4 The condition of "dry" shall be determined by fas- tening a rubber mat to the concrete deck for a mini- mum of six hours. The mat shall be located in an area exposed to the sun. After six hours (minimum), the surface beneath the rubber mat shall show minimal evi- dence of moisture or dampness. EVISION Nt0___ PG'S - ilia be ground out to a minimu (6mm x 12mm) deep. 3.7 Surfaces shall be mad telegraph and show throu Repaired areas must be prime #171. 4. Conditions for wood surfaces 5. Special Surfaces 6. Materials Vulkem Pede �.- Coating System 1. Purpose Permit 3 5 ,Strruturai or shrinkage cracks in the concrete sur- CITY RECEIVED JUN 2 7 2008 PERMIT CENTER face Which are greater than 1/8 -itch (3mm) wide shall. of f)C ] Ebi CODE pg�>® COMPLIAN CE 3.6 In the event of expose reinf exposed portions of steel s all be ground to expose clean, bright metal and pri ed witlJtlkOnjPri #171. - ION 3.8 All drains shall be cleaned and operative. Drains shall be recessed lower than the deck surface. The sur- face shall be sloped to the drain to provide positive drainage. Primer may be required. See Section 5. 3.9 At any point where the coating will terminate in an area subject to traffic, cut 1/4" x 1/4" (6mm x 6mm) keyway and terminate the coating into the keyway. 3.10 If the project is restorative in nature, old sealant and backing material shall be removed. The joint inter- face may require a thorough wire brushing, grinding, sandblasting, solvent washing and /or a primer. 4.1 Wood must be firm and well fastened, with proper consideration given to joints and movement. 4.2 Wood surfaces must be primed with Vulkem Primer #171. Allow primer to dry 1 hour before proceeding. 5.1 Vulkem 350 requires Vulkem Primer #181 on metal surfaces. Lap joints must be sealed with Vulkem 322 DS and coated with Vulkem 350 in order to cover seams, bolts and rivets prior to applying the system. 6.1 Recommended materials and their uses are as fol- lows: V1 ftKEM 322 DS. A two -part chemically curing, gun grade polyurethane deck joint sealant for use in seating cracks, expansion joints, control joints and for use in forming cants. (Do not use with Vulkem Primer 171) VULKEM 350 COATING. A one -part, self- leveling polyurethane coating used as the elastomeric, water- proofing basecoat. VULKEM 450 COATING. A one -part, slightly thixotropic, self- leveling polyurethane coating used for liquid applied flashing. Also used in lieu of Vulkem 350 in sloped areas. VULKEM 351 COATING. A one -part, aliphatic polyurethane topcoat provide a chemical and UV resist- ant, color stable, weatherproof wearing surface. VULKEM PRIMER #171. A one -part, film forming primer to be used on porous surfaces to improve adhesion and to reduce pinholes in the membrane. Also used in expansion joints subject to continuous immersion or subject to water intrusion from hydrostatic conditions. VULKEM PRIMER #181. A one -part primer for use on any metal surface to which any VULKEM product will be applied. VULKEM PRIMER #191. A one -part interlaminar primer for use when applying a fresh coat of Vulkem urethane after the proceeding coat has been exposed for over 24 hours and /or has lost its surface tack. BACKER ROD. A dosed cell polyethylene back up mate- rial used in expansion joints, at the base of cants to prevent three -sided adhesion and to control the depth of the sealant. AGGREGATE. 40 -50 mesh (0.4 -0.5 mm diameter) silica sand or alumina oxide which imparts the non -slid tex- ture and contributes to wear resistance. 7. Detail Work Note: Do not apply sealant or coatings to a frosty, damp or wet surface or when air temperature is below 40 °F. (4 °C) or the surface temperature is above 110°F (43 ° C). Cure times as stated below are based upon standard ambient conditions of 75 °F (25 ° C), 50% relative humidity. A decrease in ambi- ent temperature will significantly lengthen the cure time. 7.1 Mix the Vulkem 322 DS using a suitable size mix- ing blade in a slow speed electric or air powered drill motor. Avoid trapping air into the 'mixture. Move the mixing blade around the inside of the container to assure complete disbursement of the catalyst. 7.2 At horizontal and vertical surface junctures lay a 1/4" inch (6mm) diameter backer rod into the corner (such as: curbs, wall sections, columns or penetrations through deck) Apply a bead of Vulkem 322 DS, one inch (2.5 cm) in width, over the Backer Rod. Tool the sealant bead to form a 45° cant. Use sufficient pressure to force out any entrapped air and to assure complete wetting of the surface. Remove excess sealant from the deck or wall surface. 7.3 Preparing expansion joints, install a Backer Rod, 1/8 inch to 1/4 inch (3mm to 6mm) diameter larger than the joint width to all prepared expansion joints. Set depth of Backer Rod to control the depth of the sealant. (Depth of sealant is measured from the top of the backer rod to the top of the concrete surface.) Proper depth of sealant is as follows: For joints 1/4 inch (6.4 mm) to 1/2 inch (12.7mm) wide, the width to depth ratio should be equal. Joints 1/2 inch (12.7mm) wide or greater should have a sealant depth of 1/2 inch (12.7mm). Minimum joint size is 1/4 inch by 1/4 inch (6.4mm by 6.4mm). 7.4 All cracks and joints shall be sealed with Vulkem Sealant, and tooled flush with the surface 7.5 Allow Vulkem Sealant to cure overnight. 7.6 To provide a neat termination of the vertical detail coat, apply a strip of tape (masking tape or duct tape) to vertical sections, two or three inches above the Vulkem Sealant cant, prior to sealant application. 7.7 Apply a 30 mil (.75mm) thick detail coat of VULKEM 450, 6 inches (150mm) wide centered over all untreated cracks, all routed and sealed cracks and over all cold joints. Feather terminating edge of detail coat to prevent these edges from showing through the fin- ished coating. 7.8 Allow all detail coats to cure for 24 hours. r ,, ;' • • • NOTE: Expansion joints should not be coated over. 8. Coating Application 8.1 Apply VULKEM 350, 40 mils (1.0mm) thick to the entire area to be coated, including over all detail coats, but excluding expansion joints. The most popular method of application is with a notched squeegee. Backroll to evenly distribute coating and to eliminate pinholes. VULKEM 350 can also be applied with a roller equipped with a solvent resistant roller sleeve. Spray equipment should be a 45:1 ratio pump. Operate at 50 psi (345 Kpa) with a 70 cfm (30 t /sec) air supply. Use a .029 to .037 (3 -.9mm) tip with a Reverse -A -Clean nozzle. Material hose shall be 1 inch (25mm) by 100 foot (30m) maximum, with a 5 foot (1.5m) long whip hose at the gun. (Note: For squeegee or roller applica- tion in sloped areas, use Vulkem 450 which has been formulated for vertical hold. When spraying Vulkem 450 on sloped areas, it is necessary to apply multiple coats). 8.2 Allow VULKEM Basecoat to cure for 24 hours. (See note at paragraph 7 with regard to time /temperature cure times.) The Basecoat should be tested to assure a thorough cure prior to applying the topcoat. To test, (a tacky condition is normal and desirable) use a pock- et knife or razor, cut into the base coat to determine if the material beneath the surface is firm, and cut clean. The Basecoat should have a slightly tacky surface to aid in the adhesion of the VULKEM 351 . If the mem- brane coat has reached a tack -free cure, the surface must be cleaned with a cloth which has been wet with Xylol (Xylene). DO NOT SATURATE THE SURFACE WITH SOLVENT. IF THE VULKEM MEMBRANE COAT HAD BEEN ALLOWED TO BE EXPOSED FOR A PROLONGED PERIOD, IT SHOULD BE CLEANED, THEN PRIME COATED WITH VULKEM PRIMER 191. 8.3 NOTE: There are three acceptable methods for installing the topcoat. Method A 8.4a Mix Vulkem 351 Topcoat using a jiffler type blade in an electric drill to assure there is no settlement in the bottom of the pail and the color of the material is even and consistent with no streaks or striations. Method B Method C Boxing of pails is suggested for large jobs. 8.5a Apply the mixed VULKEM 351 with a medium nap, solvent resistant roller sleeve at a rate of 100 square feet per gallon (2.45 mz /C). Remove excess material from the roller by using a screen in the pail to avoid puddles or ponding of the material. 8.6a Apply the VULKEM 351 in sections which can be easily reached for backrolling. Immediately after applying the VULKEM 351, broadcast a 40 -50 mesh (0.4 -0.5 mm diameter) silica sand or aluminum oxide into the wet VULKEM 351 and backroU to evenly dis- tribute the aggregate. For a moderate non -slip finished use 4 to 6 pounds of sand per gallon of VULKEM 351 (0.5kg /C). For a more textured surface use 6 to 8 pounds per gallon (0.9 kg /e). Backrolling is necessary regardless of how the sand is broadcast (i.e. hand, seed spreader, sandblast, etc.) to assure that all of the sand is completely encapsulated into the liquid. 8.7a Allow the VULKEM 351 to cure for 24 hours. 8.4b Broadcast the aggregate onto the cured (but tacky) surface of the Vulkem 350 basecoat. Cover the entire surface. Remove excess or loose aggregate by vacuuming or sweeping the surface. 8.5b Mix Vulkem 351 Topcoat using a jiffler type blade in an electric drill to assure there is no settlement in the bottom of the pail and the color of the material is even and consistent with no streaks or striations. Boxing of pails is suggested for large jobs. 8.6b Apply the mixed VULKEM 351 with a medium nap, solvent resistant roll er sleeve at a rate of 100 square feet per gallon (2.45 m /c). Remove excess material from the roller by using a screen in the pail to avoid puddles or ponding of the material. 8.7b Allow the VULKEM 351 to cure for 24 hours. 8.4c Mix Vulkem 351 Topcoat using a jiffler type blade in an electric drill to assure there is no settlement in the bottom of the pail and the color of the material is even and consistent with no streaks or striations. Boxing of pails is suggested for large jobs. CARPORT ONE BUILDING FOUR CO./PACT n: � IM �Q I !H HImIHE61HH IHI u1111H11W11 11121111 INHIIfNKIHI1WNIi IflmIIHi i"IHIHIIII P.1r1 1 111IIN1 IG�� "a:::::l:IIHHNHI 401101HIIEINI1N111HI IHIHHIIII; a ullUIH 111111111310 1119111111 IIWH81H11HIHHNNH 31m1H111 :511HHmI 111YHIIIHI:18111lf18i shall be ade to the scope hout prior approval of 'la Building Division. s will require a new plan submittal ude : I. • I -1 'Ian - 'ew tees. .i1 BUIL 1NG TWO BUILDING ONE see sheet A2.1 PA/5511C SPACES 21 .27 .14.62 12 GNU= 2 NC ACQ39i .E 3 C21PACT 45 STMCIARD STALLS EIVED TU lo.change ' Of work Tu NOTE: Revisio N and may in r 1- 3 0 (1) NW SITE PLAN Sc a' a: 1" — 20 8 WOODSIDE APARTMENT REMODEL JME LP 3721 S 152nd Street Tukwila. Washington 171= . 21. 0007. Tat v ><Afl0Ola1 R CHANDLER SOGGE ARCHITECT 1012 Skyrfd8e St. SE Olympia WA 98503 fax 380 491 -8904 phone 491 -1881 0511 erw .... 4t