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Home My WebLink AboutPermit D09-181 - WOODSIDE APARTMENTS - BUILDING 4 - FRAME AND DECKWOODSIDE APTS BLDG 4 UNITS 32, 36 & 40 3721 S 152 ST D09 -181 Parcel No.: 0043000115 Address: 3721 S 152 ST TUKW Suite No: Cityikf Tukwila Tenant: Name: WOODSIDE APTS BLDG 4 - UNITS 32, 36 & 40* 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 DEVELOPMENT PERMIT Permit Number: D09 -181 Issue Date: 12/29/2009 Permit Expires On: 06/27/2010 Expiration Date: DESCRIPTION OF WORK: FRAMING FOR SECOND BATHROOM AND WASHER/DRYER. ALSO REPAIR DECK SLOPE FOR TOP TWO APARTMENTS. Value of Construction: $1,000.00 Fees Collected: $136.50 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0021 doc: IBC -10/06 * *continued on next page ** D09 -181 Printed: 12 -29 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o.Tukwila • 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: Water Meter: Permit Center Authorized Signature: Print Name: doc: IBC -10/06 N Permit Number: D09 -181 Issue Date: 12/29/2009 Permit Expires On: 06/27/2010 ,Js,r Date: ) cW- I I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit oes not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pgrfori ance of work. I am authorized to sign and obtain this development per 't. Date: r Signature: t , /4 I 9 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. D09 -181 Printed: 12 -29 -2009 Parcel No.: 0043000115 Address: 3721 S 152 ST TUKW Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 • 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 WOODSIDE APTS BLDG 4 - UNITS 32, 36 & 40* PERMIT CONDITIONS * *continued on next page ** Permit Number: D09 -181 Status: ISSUED Applied Date: 08/25/2009 Issue Date: 12/29/2009 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 5: 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. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 8: 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. D09 -181 Printed: 12 -29 -2009 • I 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. O Signature: Print Name: doc: Cond -10/06 LA I Date: D09 -181 Printed: 12 -29 -2009 F in LOCATION Site Address: . ; 1 Z I S • f l u (L t^" (t Tenant Name: Property Owners Name: Mailing Address: Name: Mailing Address: Company Name: Mailing Address: Company Name: Mailing Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.waus 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 ** A b S/ 7. se . 1--/ c e E -Mail Address: u i .+- / L (al e, f', s o Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: E -Mail Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: H: \Applinations\Forms- Applications On Lino\2009 Applications \1.2009 - Permit Apptication.doc Revised' 1 -2009 bh B ildjng=?Permit No. Mechanical Permit No... tPu1 Pi oject No. (Foroffce. use onlyjT. King Co Assessor's Tax No.: ev o q 3 v o — Ott S Suite Number: NU, t/- Floor: 44 ) L p 3 4 , New Tenant: ❑ Yes El ..No i G City State Zip en,your.. isread'y ta;be issued- Day Telephone: - ° h --8 3 S"- b 3 - a a r City State Zip Fax Number: Za 6 ^ o�- , ^ a Z r 7 ?I haniejtl (pg 41 for FlUt btng -and Gas >tpi>d State Zip City Day Telephone: Fax Number: Expiration Date: be -wet stamped by; Arc CHITECT O EcoR» - Ml plans mus Record State Zip City Day Telephone: Fax Number: E GINEER CIF ets wed by State Zip Page 1 of6 Valuation of Project (contractor's bid price): $ tirk ; 1 Existing Building Valuation: $ Scope of Work (please provide detailed information): F wl/--> ff 1-6+ -- Le 6 /v Of h j e Ul 4 ( . y h. n r sar- !� o a ,c a �'psr� t4 y i J 3 ? t1 ��.. O p IL) Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below • 1' 'Picot 2r Pio Uncovered Deck Existing Interior Remodel 5 cl bc1�, , Addition to Existing Stricture New 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. H'\Applicatioos\Porms- Applicators On Line\2009 Applications \1.2009 - Permit Application.doc Revised: 1 - 2009 bh Page 2 of 6 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. 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). 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 HORIZED AGENT: `/ i 1 ( i' . Signature: Print Name: ,A1 ,M k.., v.. Mailing Address: I . 0 .611 ) b) a `, Date Application Expires: 02-I 11 t I Date Application Accepted: U3`7F 10`1 H.\Applications\Fonns- Applications On lino \2009 Applications \I-2009 - Pamii Application.doc Revised. 1-2009 bh Day Telephone: City Date: S 4,t-11) 1 State Staff Initials: Zip Page 6 of 6 RECEIPT NO: R09 -02062 Initials: JEM SET TRANSACTIONS: Set Member Amount D08 -261 D08 -262 D09 -179 D09 -180 D09 -181 D09 -182 TOTAL: 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: hap://www.ci.tukwila.wa.us Copy Reprinted on 12 -29 -2009 at 15:19:23 12/29/2009 User ID: 1165 Total Payment: 458.00 Payee: EVERGREEN DEVELOPMENT AND CONSTRUCTION SET ID: 1201 SET NAME: WOODSIDE 60.00 60.00 84.50 84.50 84.50 84.50 84.50 SET RECEIPT • Payment Date: 12/29/2009 TRANSACTION LIST: Type Method Description Amount Payment Check 2513 458.00 TOTAL: 458. 0 0 ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE Account Code Current Pmts 000.322.100 000.345.830 640.237.114 TOTAL: 320.00 120.00 18.00 458.00 PAYMENT RECEIVED RECEIPT NO: R09 -01337 Initials: JEM User ID: 1165 Total Payment: 208.00 Payee: CHUL KIM SET ID: S000001290 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D09 -179 D09 -180 D09 -181 D09 -182 TOTAL: ACCOUNT ITEM LIST: Description PLAN CHECK - RES of Tukwila, Department of Commun ity 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 52.00 52.00 52.00 52.00 52.00 SET RECEIPT 000/345.830 TOTAL: • Payment Date: 08/25/2009 TRANSACTION LIST: Type Method Description Amount Payment Credit C MC - - - 208.00 TOTAL: 208.00 Account Code Current Pmts 208.00 208.00 PAYMENT RECEIVED COMMENTS: Type of Inspection: • Address: 3 S - ((Z Date Called: Special Instructions: 0 --- Date Wanted: ZI,.,I S 3Z - 3 — `'i () + I J C l 1, cf i...1 5 3s - (0S ° d 6) l �. (2,D t ley _ i c.. I 71r.s, 1 - 33 ` 3C. - U O ' \e.0 v -- r 0 A 0 (c 44 / --,._ Project: t J j Type of Inspection: • Address: 3 S - ((Z Date Called: Special Instructions: 0 --- Date Wanted: / / a Requester: Phone No ?BCD' 3s - (0S ° INSPECTIO O. INSPECTION RECORD Retain a copy with permit 0 IS 1 PERMI � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspect ❑ $ 0 r: Recejot No.: Dat � 0 REINSPECTION FEE REQ IRED. Pribr to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Approved per applicable codes. Corrections required prior to approval. + Proj kNboeiSst AID –1 Type of Ins ection: �'YI iN Address: 3 C ‘S.25 Date Ca Special Instructions: Date Wanted: 12— 3 0--0 nT Requester: Phone o� 67 3 0 G Zi INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION x- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 roved per applicable codes. 0 Corrections required prior to approval. COMMENTS: "1 5 L — 4D U ti4 t l S- cit1 l y REINSPECTION FEE REQ RED. 'rior to inspection, fee must be at 6300 Southcenter Blvd., S 0. Call to schedule reinspection. Rec; ".t No.: Date: Prod t: WC7 ► AT . Type of Inspection: 42er►^evP S-10 P (Aid e e Address: 27 C,, 1 s -r Date Called: Special Instructions: � I (cf LI 3 I / 1 v Date Wanted: ► 2- - 3 0 - Q C rr p.m. Requester: Phone No: pp g{ ,?...o6 -CJ -� J -- 3c3 0 COMMENTS: lnspe r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. /244 0.00 REINSPECTIOPD FEE REQUI ED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. ceipt No.: (Date: Y- ►'il-- PERMIT NO. (206)431 -3670 D7 09" • • • die k.e..la Lam Permit t e . g ELF.., S TO PROTECT AND WATERPROOF ALL DECKS PARKING DECKS * WALKING DECKS * ROOF DECKS 1. PRODUCT NAME ELASTO -DECK 5000 ELASTO -DECK 5000 is an elastomeric waterproof coating system for parking decks, roof decks, and walking decks, based on polyurethane elastomers. 2. MANUFACTURER PACIFIC POLYMERS INTERNATIONAL, INC. 12271 Monarch Street Garden Grove, CA 92841 714/898 -0025 FAX (714) 898 -5687 3. PRODUCT DESCRIPTION Corn position: Liquid - applied, single- component, moisture - cured, polyurethane deck covering system. The system consists of the ELASTO -DECK 5001 base coat, ELASTO -GLAZE 6001 AL top coat and a primer where necessary. ELASTO -DECK 5000 is available in a natural aggregate or pigmented finish. Basic Uses: For waterproofing parking decks, walking decks, roof decks, balconies, plazas, etc. Anti -skid textured finish. The complete system is approximately 1/8" (3mm) thick. Designed for vehicular and pedestrian traffic. Limitations: Containers that have been opened must be used up within one or two days since it is a moisture - reactive material. It sets up when exposed to air. All surfaces must be completely free of foreign matter and primed with DECK -THANE PRIMER, where necessary. Color: Concrete Grey and Tan Sizes: Available in 1 gallon cans, 5- gallon pails and 55- gallon drums. Standards: City of L.A. approval No. 24208; City of S.F. approval No. 07570PAC.197; Class "A" Fire Rating --A S.T:M U.L--798-en- sencrete decks. PRE ®llM) CODE COMPLIANCE APPROVE DEC 2 9 2009 i1! City Citypt Tukwila THIRTY YEARS OF PROVEN PERFORMANCE ODECK 5 INCOMPLETE LTR# Pacific Polymers International, Inc. CITY RECEIVED SFP 2 8 2009 PERMIT CENTER WARNINGS AND HAZARDS: Before using the products, always refer to MSDS for important warnings 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 shall be free of contamination such as water, curing compounds, hardeners, bondbreakers, paint, etc. A light broom - finish is recommended for concrete surfaces. It is desirable to watercure concrete in lieu of curing compounds. Contaminants should be removed by bead blasting, sandblasting, or acid etching. If acid etching is used, the area must be properly neutralized and adequate time must be allowed 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, 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 (8.58 m /liter), except for plywood in good condition. All seams between plywood sheets and the transition from the metal flashing to the plywood deck must be reinforced by imbedding a 3 -inch wide strip of glass cloth tape into wet ELASTO -DECK 5001, which is brushed evenly over the seam to a width of about 4 inches (10cm) and a thickness of about 20 mils (.50mm) wet. The application of ELASTO -DECK 5001 can subsequently be made immediately over the entire area including the taped areas. Application: ELASTO -DECK 5001 shall be applied to exterior grade plywood or primed concrete at a rate of 45 square feet per gallon (1.1 m /liter) resulting in a 30 dry mil (.7mm) thickness. PH$ tjeeLG V IMIII. ) 4A 92841 USA • Toll Free: 800.888 8340 • Phone. 714 898.0025 • Fax 714.898 5687 • www.pacpoly.com 4 After ; a 24 -hour cure, apply ELASTO -GLAZE 6001 pigmented, at a rate of 120 square feet per gallon (2.82 m Broadcast desired aggregate into the wet coating to refusal. After an overnight cure, sweep or 'blow off all the loose aggregate and apply another coat of ELASTO -GLAZE 6001 pigmented or clear, at a rate of 120 square feet per gallon (2.82 m Total system thickness is 50 dry mils (1.27mm), excluding aggregate. Allow 48 hours cure time before allowing any traffic on the finished system. 6. AVAILABILITY AND COST ELASTO -DECK 5000 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 user's (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 or imperfections resulting in damage to or failure of the ;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 o 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 is damaged, it can be repaired by cleaning the surface with Acetone and recoating it with ELASTO -DECK 5000. 9. TECHNICAL SERVICES All of the latest updates to product data and specifications are available at the Pacific Polymers International, Inc. website at www.pacpolv.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 Rev. 06 -23 -06 • 4. TECHNICAL DATA — ELASTO -DECK 5000 Property Test Method Results • • * 1. *3. Weather -o -Meter test (2000 hrs.) *2. Accelerated Aging Test Procedure D & E Bond Strength Primed Concrete Primed Plywood After Accelerated Aging ASTM D -1499 ASTM G -23 ASTM C -297 *4. Percolation Test ICBO Criteria (1992) No moisture accumulation after 48 hours. *5. Water Absorbtion ASTM D -570 3.97 percent *6. Abrasion Resistance ASTM D -1242 Average loss in thickness: 0.52% (1000 revolutions, 1000 gr. load #80 TP Aluminum Oxide Grit) Concentrated Load Test (300 lb. load) Low Temperature Flexibility ICBO Criteria (1992) (1" (2.5cm) mandrel, 180 deg. Bend) * *Chemical Resistance a. 20% Detergent b. 5% Ammonia c. 20% Salt solution d. Anti - freeze coolant e. Kerosene f. Paint thinner g. Distilled water 10. Weight per Gallon ELASTO -DECK 5001 ELASTO -GLAZE 6001 *Test performed as per ICBO Criteria (1992) requirement. * *Test conditions - 16 hours at 122 °F, immersion Surface showed no crazing, spalling or softening. ASTM D -756 No indication of color change, splits or cracks. 164 psi 152 psi 96 psi ICBO Criteria (1992) No cracks or deterioration ASTM D -2299 11. Shelf Life 6 months (when stored indoors at 77 ° F (25 ° C) in unopened containers) No crazing or cracking No effect No effect No effect No effect No effect No effect No effect 9.7+ .2 lbs.(4.4±0.1 kg) 9.9 + .2 lbs.(4.49 ±0.1 kg) 3 Rev. 06 -23 -06 FILE COPY REVISIONS No changes shall be made to the scope of v‘*'ark without prior approval of Following comments are provided to further clarify commets in 11 /l BT014Pt i�vi1 a ! NOTE: Revisions will require a new p an su and may include additional plan review fees. 1. Appropriate Joist Spacing HardiBacker installation guide (see attached) specified that "Joist Spacing shall not exceed 24" on center" when Y4 "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 - 244.5. They specialize in selling water proofing compounds. At present they carry both Elasto Deck and Tufilex 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 sl that water can flow away from the wall. Then apply water proofing compo For condition C, I plan to use grout sealer on grout joints to water proof gro possible. . Details of water proofing joints at the edges of the decks are explained belo Fig. 1 shows typical cross section of the deck with sliding glass door thresh REVISION NOE RECEIVED DEC 18 2009 PERMIT CENTER D0 9- l DEC 2 9 2009 City of Tukwila q nth m When bottom of T-111 is found to be deteriorated those deteriorated sections are cut off and replaced with new sections of T-111 joined using Z sheet metal strips and then joints will be sealed with water 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 corner 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 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 - lipped 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 board 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 to 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 Installation We recommend 1/4" HardieBacker'" board is needed for transition. 1 Ensure subfloor is structurally sound 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. • The floor must be engineered not to exceed the U360 deflection criteria (1/720 for natural stone), including live and dead design loads, for the specific joist spacing used. 2. Determine layout of HardieBacker "' cement hoard • Stagger all HardieBacker 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 cei lelit board to suhtloui • 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 to 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 j .1 nsure 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 0116" on center. • In tub and shower enclosures, ensure that the framing is adequately reinforced at the corners. I)etel!nine layout Ot HiiidieBacker" cement Hoard • 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 liar cement hr', • See applicab codes regarc requirement: • Install board: or shower pa • Fasten ceme nails or scree "Materials RE of 8" on cent • Keep fastene edges and 2' • Set fastener I surface, with 4 [ape jonits • Fill all joints v (see "Materia • Embed 2" wir alkali- resistar in the mortar WARNING AVOID BREATHING SILICA DUST: James Hardie' 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 occupa 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 cutting 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.jameshardie.com or b) (1- 800 -942- 7343). FAILURE TO ADHERE TO OUR WARNINGS, ME INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEA1 lik Hasti,i 47 - 2 7— / / I G ill st Jpnq /, T_ Hp! d 6 ?at �d S //" tl7w)Dd x /� - ; , l Cr .7 5 &w :6-e r 4 1,_;.! _c (,, p 2-X /z TD , •c #- f gL 4t- A bove F. Ta i- Gv'ot) �rc (:0 -73 e. u„ d t�rdi b9c�r�! Yz s F 3 _ Cv {- n � UN J9 f- 7.),7 2 r r A,0 (� 1/f--- p r9 f,/, q OVJ- -- lo Ae- ,t4 170 1.c sS -- / - --ap �� I1( J 7r r - El; h137! -`1 COATINGS December 18, 2009 To: Chul Kim Re: Drawing Approval Dear Mr. Kim, Best R Charles Nelson Technical Representative Pacific Polymers Inc. • v... • I I LA.,. I I Icr[J llvl. 11•107JJ71J • SEALANTS P i& Potpies; b . 10 :1000C910C'7 Na9e :1'1 MEMBRANES P'OLYUREAS After reviewing the drawings fabled 4A-4D submitted to Pacific Polymers by you, I have found them to be acceptable and warrantable by Pacific Polymers. Pacific Polymers, Inc. Corporate Offices: 12271 Monerch Street, Garden Grove, CA 92841 USA Phone: 800.888.8340 • 714.898.0025 • Fax' 714.898.5687 • www.pac,oty. I I ICR• lI • COATINGS • SEALANTS Eurob - 4 Gt (,)AI E t( ;,,%. i ct- Corporate Offices: 12271 Phone: 800.888.8340 714. r l�+ts�JVJ1 To : 1 20624 1 025_9 Page : 2/3 77 >acWic Polymers, Inc. Monarch Street. Garden Grove. CA 92841 USA 398.0025 • Far. 714.898.5687 ' www.pacooly.com MEMBRANES POLYUREAS . Till 5i ifJG f/6/2-41-445 5 7 ` 2.0 �-S�b ` ► - �r1�rli. j 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 crucial, 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 warnings 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, property neutralize the acid 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 m 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 Both 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: 7 • Fax 714.898.5687 • www pacpnly.con, Application: ti.A, I U -utC:K 5001 snau 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 5001Non- 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 12 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 overnight cure, sweep or blow off all the loose aggregate and apply another coat of ELASTO - GLAZE 6001 AL, pigmented or dear 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. 8. 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. 2 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.aacaoly.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 Rev. 06 -23 -06 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. D-903 A.S.T.M. D-2369 A.S.T.M. D-471 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 (0.0151 dry film (.38mm) 3.7 perms ± 0.6 (b) 30 mil 0.3(r) 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 on 4 x 4" (10cm x 10cm) metal, CS-17 wheel, 1000 rev. with 1000 grams weight A.S.T.M. D-1004-66 3 220 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.LI. N/A 0.03% by weight -50°F to + 200°F -45°C to + 93°C Shelf Life 6 months (when stored indoors at 77 (25 in unopened containers) 80±2% by weight 78±2% by volume 35 ±5 poises 0.8 perms No change in weight 188 pounds per linear inch N/A 9.9+.2 lbs. Rev. 06-23-06 TUFFLEX RBC 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) elastomeric membrane I 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 over porous concrete in veterinary and locker room areas. This material is also widely used to provide seamless and flexible waterproofing and rustproofing decking systems on ships. TUFFLEX Solvent Free Systems allow for ease of application in interior areas aw well as exterior areas. Refer 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 textures can range from very rough for maximum slip resistance to very smooth for ease of cleaning. Refer to the TUFFLEX Advisory "SURFACE TEXTURES ON TUFFLEX MEMBRANES" for further information and ideas. PRODUCT ECONOMY & VERSATILITY: TUFFLEX Resin Binder Concentrate (RBC) is just that —a concentrate! When you add the 25% catalyzing water you also increase the yield of the product by that amount. If filler materials, such as sand or rubber, are added for sloping, filling or coving purposes, the product yield increases further and the actual 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 much larger selection of photo job histories and can be ordered through our web site. It is a reference for the many uses for this versatile material and systems. LIMITATIONS: a) All surfaces to receive TUFFLEX RBC SOLVENT FREE "TUFF' must meet all applicable building and safety codes in the prescribed city, county or state, which ever has jurisdiction. Substrate must be structurally sound and sloped for proper drainage (see TUFFLEX Guide Specifications for complete information). NO LIABILITY IS ASSUMED BY MANUFACTURER FOR SUBSTRATE DEFECTS. b) Successful bonding requires structurally sound, strong, and clean substrates. The substrate must be cleaned to ensure that it is free for all oils, "laitances ", greases and other contaminations, such as concrete curing compounds, that may cause poor adhesion of TUFFLEX RBC SOLVENT FREE "TUFF ". After cleaning, the surfaces should be rinsed thoroughly to remove loose particles and traces of the cleaning membranes, etc., 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 authorized materials distributors. Also please use the TUFFLEX web site for further information and ideas: www.TUFFLEXPOLYMERS.com 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 TECHNICAL BULLETIN �(� Q L7- ASTM D -412 ASTM D -412 ASTM D -1004 TECHNICAL DATA Moisture cured 1300 - 1500 psi 700 - 800% 140 pli ASTM D -2240 Calculated Fed. Std. 141 Polyurethane - Polyurea Hybrid TUFFLEX POLYMERS, LLC • 10880 Poplar Avenue • Fontana, California 92337 Phone: (909) 349 -2016 • (888) TUFFLEX • Fax: (909) 823 -6309 Water cured 1000 - 1200 psi 600 - 700% 130 pli 65 +/- 5 Shore A 70 grn/ltr -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) 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 "TUFF" (07) 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 surface and waterproofing topcoat used in the TUFFLEX Systems. When COLORCOAT AL (HS) ESTER is incorporated into these systems, it helps to waterproof concrete and plywood decks, parking structures, mechanical equipment pads and areas that require a seamless membrane for protection against water damage. It can also be used on substrates in industrial locations, heavy vehicular and pedestrian traffic areas, and other properly prepared substrates such as metal, wood, and masonry. COLORCOAT AL (HS) ESTER can also be used as a topcoat for polyurethane athletic 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 TUFFLEX Standard Colors and custom colors are available. Special orders 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 I or 2 days since COLORCOAT AL (HS) ESTER is a moisture reactive material which sets up when exposed to air. COLORCOAT AL (HS) ESTER should not be diluted. It is recommended to apply the COLORCOAT AL (HS) ESTER on a textured surface in order to provide the needed slip - resistance. Non - textured surfaces may be slippery under wet conditions. PRECAUTION: COLORCOAT AL (HS) ESTER is a component of the TUFFLEX Systems. It should primarily be used as stipulated 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 should 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 (Jiffy 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 holes. Mix COLORCOAT AL (HS) ESTER thoroughly until a homogeneous mixture and color is obtained. APPLICATION: The first coat of COLORCOAT AL (HS) ESTER should be applied at the rate of 90 to 100 square feet per gallon, depending upon surface texture. For best results use a squeegee, trowel or phenolic core roller. Spread COLORCOAT AL (HS) ESTER evenly over the entire deck, resulting in 12 +/- 2 dry mils. After 24 hours, proceed to the second coat. (Refer to the TUFFLEX ADVISORY and Technical Bulletin on the optional COLORCOAT ACCELERATOR in order to speed this time frame up.) Many Specifications require 2 coats. A third coat may be necessary depending on the job Specifications and requirements. When estimating TECHNICAL BULLETIN 7 (Da, COLORCOAT AL (HIGH SOLIDS) ESTER For Use in or outside CALIFORNIA 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. EOUIPMENT 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 Results IMetrict Results IEnglishi, 0.41 Um' I gal/100W 300 ± 50 microns 12 ± 2 mills 95 f_5 Shore A 95 ± 5 Shore A 6 months 6 months 1.5 1.5 44 kN /m 250 +/- 50 phi 25 +/- 2 MP 3500 +/- 300 lbs/inch 78.8 +/- 2% 78.8 +/- 2% 72.4 +/- 2% 72.4 +/- 2% 250 +/- 50% 250 +/- 50% 2500 f 500 cps 2500 ± 500 cps 250 gm/liter 2.08 lbs. /gallon 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: Tuffiex 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, LLC ♦ 10880 Poplar Avenue ♦ Fontana, California 92337 Phone: (909) 349 -2016 ♦ (888) TUFFLEX ♦ Fax: (909) 823 -6309 COLORCOAT AL (HS) ESTER (07) November 24, 2009 • Dave Larson, Senior Plan Examiner Tukwila Building Division, City of Tukwila 6300 Southcenter Blvd., Suite 100, Tukwila, Wash 98188 Re: Correction Letters for D09 -179 through 181 Dear Mr. Larson This is in response to your letter dated November 18, 2009. CITY RECEIVED KKWI A DEC 0 1 2009 PERMIT CENTER Attachment 1 is a copy showing cross section of deck surface construction details under permit nos. D08 -261 through 262 for four buildings at 3721 S. 152n St., Tukwila, Wash 98188 which city has approved on July 1, 2008. Attachment 2 is an inspection record for D08 -261 showing that city has approved the deck construction with comments shown. It appears if inspector checked slope on first deck inspected and stopped further repair word unless carpenter met the slope specified in the detail then all new repairs to provide required slope could have been avoided. Based on details shown in attachment 1, which was approved by the city, all decks were constructed per attachment 1 details. The comment you made is in conflict with the attachment 1 detail. Based on approved attachment details I have completed deck constructions for all four buildings. Some decks were completed with tiled surfaces and some decks were completed with only with Hardibacker board installed without tiles installed. Your comments present problems now after all decks were constructed with approved detail with inspections. Here are my proposals to comply with your comments. 1. For decks with only Hardibacker installed. I am, at great expenses, willing to remove all hardibackers installed from the decks, reseal the - deck surface with water proof compound again and then reinstall hardibackers using tile thinset not screws. The reason re- installing hardibackers make sense is hardibackers will protect water. proofing layer and also make the deck area stiffer. Water proofing compound layer, which may be around 1/8" thick, can be damaged from traffic, wear and tear and ultraviolet. I have used 1/2" hardibackers in front of the building and 1 /4" hardibackers away from the building to provide slope to drain water away from the building. I plan to float with concrete compound recommended by manufacturer or city such as thinset, masonary cement, self leveling cement or other product to cover any gaps and provide smooth surfaces on top of hardibackers. Then whole surfaces will be painted with deck paint. 2. Decks with tiles already installed. 16 "x16" ceramic tiles were installed on decks with grout spacing of 1/4 ".Assuming Hardibacker boards were installed with screws every 8" per manufacturer's specification % of water proofing layer which penetrate near the grout joints are calculated as follows; L OR REC Doi �I • • Water do not go through tiles just like ceramic bowels hold water. However, water moisture will seep through grout joint area if not sealed with grout sealer. Thus lets calculate what is fraction of total tiled surface which is grout joint area: grout joint area per tile is: 1/8 "x16 " -1/4 "x 4 tiled surface per tile: is: 16 -1/4" x 16 -1/4" Dividing grout joint area by tiled surface per tile % area which is grout joint area per tile: becomes 3.077% Area where screws penetrate water proofing layer under each 16" tile is 1/8" x 1/8" x 4 = 0.0625 sf. inch Total area per tile is 16 -1/4" x 16-1/4" = 264.0625 Fraction of area screw penetrate water proofing layer per 16" tile surface is 0.0625/264.0625 = 0.0237% Fraction of tiled surface where screws lies under grout joints is estimated to be 3.077% x 0.0237% = 0.00073 % which is infinitesimally minute. The reason I am doing this exercise is to show that fraction of total water proofing layer penetrated by screws near grout joint is infinitesimally small. Further water proofing compound, which is somewhat soft, may have self sealing capacity. Thus, you may be too concerned about effect of some screws penetrating water proofing layer near grout joint. However, there may not be any noticeable damage to deck structure for many many years, even for twenty years, since I found decks built with regular wood but painted remain in fair condition even after twenty years except where joist and deck surfaces meet where those surfaces were not painted. All decks eventually deteriorate with time even for decks built with all pressure treated lumbers. Since decks with tiled surfaces are already built at great expenses and time I hope city will not force destroying tiled decks until tiled decks shows sign of deterioration, which could be five, ten or even twenty years. I am willing to seal all grout joints with grout sealer and I am willing to commit to tear down the tiled decks and rebuild at a later date once there is sign of deterioration. 3. Hardibecker board requires max. of 1/4" slope per feet I am willing to comply with this rule once permits are issued by dropping front of deck by 1" to 1-1/2 " for existing 6' deep deck. 4. Current Joist spacing of two feet on center exceed specification for 1 /4" hardiebacker board. Attachment 3 is HardieBacker literature specifying joist spacing not to exceed 24" on center without differentiating between 1/4" and 1/2" hardibackers. I have measured joist spacings for all decks. I found most of joist spacings are in the range of 16" to 18" on center with only few near 24" on center. I plan to install additional joist between existing joists if joist spacings are greater than 24" on center. 5. Attachment 4 is Technical bulletin of water proofing compound proposed to be used. Chul M. Kim P 0 Box 69517, Seattle, Wash 98168, 206 - 835 -6300 boy - / 3, Z -ho 6, 44.4 r • Goo S ter- G 02 L d Q L I� II Li F - {ati1" t - r 0 vP i - 4 42 :4' 1 1 (r CIT RECEIVED to JUN 2 7 2008 PERMIT CENTER T I frL' ■ l4420 4- � COPY Permit Et'o4 T30 This . ei of construction documents sh_ be kept at the sito al work and shall open to inspection by the t:ui!ding or a Cu!y authorised representative. City of Tukwila BUILDING DiVIS1ON ila kwiia DM , s 3 REVIEWED FOR - /r -%'z o�s�s , t% ' L. `TG►: or s 0 p, b a ?5- • ■v • , ?C/ 6 It) hat APPROVED JUL 01 2008 City Of B ILDIN VISION N0. I Wi-210( 17144 4AVVEM.t,WF-,_1 - f: Fa , x,i1rOMFVF -41,„ tt- -1153- Kfir - WQ Et ^‘ • w E INSPECTIOtIECORD Retain a copylffth permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Affra-i41/44 2 ' — 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 036' ri--(4r Type of Inspection: Date Called: Project: , (AV) 6U le Arirk?- 3 It SaLA-V■ Address: 'Special Instructions: Date Wanted: .41_,J11 p.m. Requester: Approved per applicabl codes. El Corrections required prior to approval. 2456 Fr.3 5 - 60 Phone No: COMMENTS: ()sr r A — L-■A (t_.M , . /13Li e ` F-A tC- - T - 1) - r c-e Inspector: c j a,w i Date: 7 _ ri $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: 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, JVIJ t 4' Chul Kim el i , � (5 Z 6o � 2D ECEWWFr DEC 04 2009 PERMIT CEN I L cement.boartwith MoldBlock 'te chnolo gy - to�d eliver superior: moisturetandimold protec ion. HardleBacker board doe n t !bon taain any glassvmesh o o r g ypsumy"and Its proprietary emen F Yformulationsdellvers the ultimate indurabllty HardleBacker rd's'd stability, exceptional bond ng surface and moi resistance - make it Total Wet'Area Solution" k Exclusive MoldBlock Technology Mold protection is integrated throughout HardieBacker cement board. It passes both ASTM mold tests with a perfect score. Ultimate in Durability Proprietary 90% cement and sand formulation protects against water damage. Exceptional Workability Just score one side and snap upward. Cuts cleanly and fastens with common tools. Lightest cement board available. Superior Tile Bond Strength Exceeds industry specifications in ASTM tests for tile adhesion. No Special Handling Required Unlike fiber gypsum board, HardieBacker board does not have to acclimate to job site temperature and humidity prior to installation. Environmental Considerations HardieBacker board's proprietary cement formulation and MoldBlock' technology provide a moisture and mold- resistant wallboard and tile backer substrate that stands tough over time, reducing the need for product replacement James Hardie has demonstrated a commitment to reducing energy consumption. while improving process efficiencies and waste management. It avoids the use of environmentally damaging materials and uses renewable resources that are abundant in the manufacture of HardieBacker cement board. HardieBacker cement board does not contain any glass fibers. gypsum, asbestos or formaldehyde. The company also focuses on water conservation and attempts to recycle water and waste product as much as possible during the manufacturing process Recognitions HardieBacker" cement board is recognized as an interior substrate by the following: • International Code Council Evaluation Service Legacy Report NER -405 • City of Los Angeles Research Report No. 24862 • HUD Materials Release Nos.1263d and 1268c • City of New York MEA No. 223 -93M • IBC 2509.2 • IBC R702.4.2 Consult these documents for additional information concerning conditions for use in applicable jurisdictions. `Cementitious Backer Unit/Fiber- Cement Underlayment Compressive Strength Compressive Strength at Equilibrium Moisture Content (ASTM D2394) 1/4' HardieBacker cement board and 1/4' HardieBacker EZ Grid cement board, 7000 psi (48 MPa) 1/2" HardieBacker cement board: 6500 psi (45 MPa) 26300 La Alameda, Suite 250 Mission Viejo, CA 92691 I - 800- 9HARDIE �� .. JamesHardie © 2008 James Hardie International Finance B V All rights reserved TM BM, and ® denote trademarks or registered trademarks of -ames Hardie Intensional Foar grt is a registered trademark of James Hardie International Finance B.V Non - Combustibility HardieBacker cement board ■5 recognized as non - combustible in accordance with ASTM E136 Surface Burning Characteristics When tested in accordance with ASTM method E•84 Flame Spread - 0. Fuel Contributed - 0. Smoke Developed - 5 Fire Rated Assemblies HardieBacker cement board may be used as a component in one -hour fire-resistive wall Construction; Consult NEB-405 and Intenek- ETLSemko webs to listings for recognized assemblies. or contact James Hardie 's Technical Services at 1 .800 11 .800.942 7343), Warranty Copies are available from James Hardie Building Products or wherever James Hardie' products are sold Limited lifetime warranty .ncludes material and labor Please visit www hardiebacker com for more details M A D E I N T I I E U S A BV vwJw.oardiebacker corn JH96504BL 3/08 Cement Backerboard for Walls, Floors and Countertops 90% Premium Portland Cement and Sand Backed by a Limited Lifetime Warranty JamesHardie Cutting HardieBacker 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 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 je 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 10 etween plywood supports is not exceed 16" center. 16" on center. nter. 2. Determine layout of HardieBacker'"' cement board • Do not align Hardie Backer cement board with plywood joints • Score and snap boards to requirec sizes and make necessary cutouts. • We recommeno an 1/8" gap from board edges 3. Attach Hardie Backer cement board 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 m "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 to 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 Installation We recommend 1/4" Hardie Backer board is needed for transition. 1. Ensure subfloor is structurally sound 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. • Joist spacing not to exceed 24" on center • The floor must be engineered not to exceed the IJ360 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 HardieBacker 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 subfloor • 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 to 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. Ensure framing is structurally sound • Must comply with local building codes and ANSI A108 1 1. • Use a minimum of 2" x 4" wood studs or 20 -gauge metal studs. which must oe straight, properly aligned and spaced a maximum 0116" 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 HardieBacker'" cement board to framing • See applicable building codes regarding vapor barrier requirements. • install boards 1/4" above floor, tub or shower pan and caulk accordingly. • Fasten cement board with specified nails or screws (as listed in "Materials Required ") a maximum of 8" on center at all supports • Keep fasteners 3/8" from board edges and 2" in from sheet corners. • Set fastener heads flush with the surface, without overdriving 4. Tape joints prior to tiling • Fill an joints with mortar (see "Materials Required "). • Embed 2" wide high - strength alkali resistant glass fiber tape in the mortar and level WARNING AVOID BREATHING SILICA DUST James Hardie° products contain respirable crystalline silica, which is known to the State, of California to cause cancer and Is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these nsks, During installation, use fiber cement shears for cutting or, use score & snap technique. During, clean -up, use HEPA vacuums or wet cleanup methods —never dry sweep. For further information„ refer to our installation instructions and Material Safety Data Sheet available at www(Jameshardie.com or by calling 1i- 800- 9HARDIE (1- 800- 942 - 7343). FAILURE TO ADHERE TO, OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEAN. BK050905 Finishing with Tile 1. Refer to ANSI A108 and the mortar and tile manufacturers' published application guidelines for complete tiling instructions. 2. Wipe the surface of HardieBacker" cement board clean with a damp sponge just prior to adding mastic or mortar, Finishing with Natural Stone Natural stone often has hidden weaknesses which can result in surface cracks in finished floors. To reduce the risk of job failures, always consult The Marble Institute of America Handbook. In addition to the steps outlined under "Floor Installation;' the following is required: • Always follow the recommendations of the flooring material manufacturer, Apply a drywall primer suitable for high- moisture areas, as recommended by the paint manufacturer. Paint HardieBacker board as you would drywall. If wallpapering, prime surface of HardieBacker board with a primer suitable for high- moisture areas as recommended by the wallpaper manufacturer. 3. Spread the mastic or mortar with a notched trowel (Note: Please see "Materials Required" to see which setting material is required for your application.) 4. Twist or press and beat in tiles complying with ANSI A137.1. 5. Allow a minimum of 24 hours curing set time before grouting. • Marble and natural stones must have sufficient flexural strength for use in flooring systems' Where the quality and strength of the stone is unknown, the floor must be engineered not to exceed the L720 deflection criteria, including live and dead design loads, for the specific joist spacing used. The strength of your natural stone will have an impact on the ultimate performance of your flooring system. Testing has shown that a minimum 2900 psi is preferable for flooring application. Finishing with Paint, Wallpaper or Texture 1. Painting or Wallpapering 2. Texturing Texture can be applied to HardieBacker board in the same way as drywall. Steam Room Application HardieBacker" board is recognized for use in residential steam rooms when installed over conventional framing and in accordance with HardieBacker board printed installation instructions, TCNA guidelines (Tile Council of North America Handbook, www.tileusa.com), and local building codes. Questions and concerns regarding design and construction should be directed to a knowledgeable professional. Vinyl and Resilient Flooring Materials Required Fasteners • Minimum 7/8" long galvanized or polymer- coated 18 -gauge chisel point staples with 1/4" crown. • Minimum 7/8" long galvanized ring shanked underlayment flooring nails. • Fasteners should be long enough to reach the bottom of the subfloor, but not penetrate it. • Avoid using resin, rosin or cement - coated fasteners that can discolor vinyl flooring. Patch • Use the cement - based, rapid- setting patching compound recommended by the floor covering manufacturer. • Do not use a gypsum -based patch. Follow the patch manufacturer's instructions. Preparation for Underlayment 1. Ensure subfloor is structurally sound and properly installed On existing floors: • HardieBacker cement board may be installed under or over Vinyl Composition Tile (VCT) and other resilient flooring. For best results, remove existing floor covering, especially if it is in poor condition. • If installing HardieBacker cement board over existing floor, ensure the floor is flat and floor covering is thoroughly adhered to the subfloor. On all floors: • Ensure subfloor is not damaged. Replace any loose, warped, uneven or damaged sections of floor. • Make sure subfloor is dry, level and fastened correctly. All fasteners must be countersunk or flush with the subfloor. All seams or other areas that are not level must be sanded flat. • Subfloor must be free of all debris, oil, grease, paint or other foreign substances. 2. Basements and crawl spaces • Crawl spaces must be well ventilated with a minimum of 18" between the ground and joists. A vapor barrier over the ground is required. Underlayment Installation 1. Determine layout of HardieBacker"" cement board • Install smooth side up. • Install HardieBacker boards perpendicular to subfloor panels. • Stagger all HardieBacker board joints. Do not align HardieBacker board joints with subfloor joints. • Never allow all four corners of boards to meet at one point. • Lightly butt the board joints. Do not leave a gap or force edges together. • Join factory-cut edges together in the body of the floor. • Keep board edges 1/8" back from walls and cabinet bases. Vinyl and Resilient Flooring 2. Attach HardieBacker boards to subfloor • Fasten one board at a time. HardieBacker boards must be flush with subfloor during installation. • Begin the fastening pattern in a corner of the board, then fasten the two adjacent edges. Return to the corner and fasten in a diagonal pattern from that corner until the board is completely fastened. • Place fasteners in a random, staggered pattern across HardieBacker board. Avoid fastening in a straight line. • Fasten HardieBacker boards with proper fasteners (as listed in "Materials Required ") a maximum of 3" on center around the perimeter and 6" on center in the field. • Keep fasteners between 3/8" and 3/4" from board edges and 2" in from board corners. • Fastener heads/crowns must be flush with or slightly countersunk a maximum of 1/16" below the surface. 3. Finishing surface and joints (not necessary for carpet or wood flooring) • If necessary, lightly hand -sand seams to achieve a smooth transition between boards. Avoid over - sanding. Sanding will generate significant respirable silica dust and those in the immediate area must wear NIOSH- approved respiratory protection (e.g. N95) in accordance with applicable government regulations. (cont.) • Thoroughly clean HardieBacker board surface to remove all debris prior to patching. • Using a wide flat trowel, apply a skim coat of patch (as listed in 'Materials Required ") to all seams, sanded areas, hammer indentations, holes, gaps, gouges, chips and voids to achieve a smooth surface, Avoid building a ridge over the seams by feathering the patch out several inches on both sides of the seams. • Obtaining a perfectly smooth surface may require more than one coat of patch. • After the patch has thoroughly dried, lightly sand or scrape off any surface imperfections caused by the patch to achieve a smooth surface. • Wait until patch is thoroughly dry before installing the floor covering. Flooring installation • Prepared HardieBacker cement board surface must be free of all debris, oil, paint, caulk, joint compound and other foreign substances. • Do not install floor covering seams directly over the HardieBacker board seams. • Install floor covering according to the adhesive and floor covering manufacturers' instructions. Basic Composition 90% Portland cement and sand with selected additives, Contains ng asbestos, formaldehyde, gypsum, paper facing, or abrasive aggregate. 1/4" HardieBacker" cement board: Sheet size: 3' x 5' (EZ Grid' board) and 4' x 8' Thickness: 1/4" Weight: 1.9 lbs. psf (9.3 kg /m2) Complies with ASTM C1288 & ANSI A118.9 1/2" HardieBacker" cement board: Sheet sizes: 3' x 5' and 4' x 8' Thickness: 1/2" nominal Weight: 2.6 lbs. psf (12.7 kg /m2) Complies with ASTM C1288 & ANSI A118.9 Materials Required Mortar For floors: • Latex or acrylic modified thinset (complying with ANSI A118.4). • Dry-set mortar for use between subfloor and cement board only (complying with ANSI A118.1). For walls and countertops: • Latex or acrylic modified thinset (complying with ANSI A118,4). • Type 1 mastic (complying with ANSI A136.1). Tape • 2' wide high- strength alkali- resistant glass fiber tape. Fasteners For floors and walls: • Minimum 1 -1/4" long corrosion - resistant roofing nails. • Minimum 1 -1/4" long No. 8 x 0.375" HO self - drilling corrosion - resistant ribbed waferhead screws. • If compliance with ANSI A108.11 is not required, minimum 1' long No, 8 x 0.323" HO self - drilling corrosion - resistant ribbed buglehead screws may be used for floors. • If applying 1/2" HardieBacker cement board over gypsum, use minimum 1 -3/4" long corrosion - resistant roofing nails. For countertops: • Minimum 3/4" long corrosion- resistant roofing nails. • Minimum 3/4" long ribbed counter sinking corrosion- resistant screws. • 18 -gauge corrosion - resistant polymer coated 3/4" staples with a 1/4" crown. • For 1/2" HardieBacker cement board, use minimum 1 -1/4" long corrosion - resistant roofing nails or ribbed countersinking screws. For vinyl and resilient flooring: • Minimum 7/8" long galvanized or polymer- coated 18 -gauge chisel point staples with 1/4" crown. • Minimum 7/8" long galvanized ring shanked nails. • Fasteners should be long enough to reach the bottom of the subfloor, but not penetrate it. • Avoid using resin, rosin or cement - coated fasteners that can discolor vinyl flooring. • TUFFLEX RBC 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) elastomeric 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 over porous concrete in veterinary and locker room areas. This material is also widely used to provide seamless and flexible waterproofing and rustproofing decking systems on ships. TUFFLEX Solvent Free Systems allow for ease of application in interior areas aw well as exterior areas. Refer 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 textures can range from very rough for maximum slip resistance to very smooth for ease of cleaning. Refer to the TUFFLEX Advisory "SURFACE TEXTURES ON TUFFLEX MEMBRANES" for further information and ideas. PRODUCT ECONOMY & VERSATILITY: TUFFLEX Resin Binder Concentrate (RBC) is just that —a concentrate! When you add the 25% catalyzing water you also increase the yield of the product by that amount. If filler materials, such as sand or rubber, are added for sloping, filling or coving purposes, the product yield increases further and the actual 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 much larger selection of photo job histories and can be ordered through our web site. It is a reference for the many uses for this versatile material and systems. LIMITATIONS: a) All surfaces to receive TUFFLEX RBC SOLVENT FREE "TUFF" must meet all applicable building and safety codes in the prescribed city, county or state, which ever has jurisdiction. Substrate must be structurally sound and sloped for proper drainage (see TUFFLEX Guide Specifications for complete information). NO LIABILITY IS ASSUMED BY MANUFACTURER FOR SUBSTRATE DEFECTS. b) Successful bonding requires structurally sound, strong, and clean substrates. The substrate must be cleaned to ensure that it is free for all oils, "laitances ", greases and other contaminations, such as concrete curing compounds, that may cause poor adhesion of TUFFLEX RBC SOLVENT FREE "TUFF". After cleaning, the surfaces should be rinsed thoroughly to remove loose particles and traces of the cleaning membranes, etc., 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 authorized materials distributors. Also please use the TUFFLEX web site for further information and ideas: www.TUFFLEXPOLYMERS.com 14-1+4 L TECHNICAL BULLETIN 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-412 ASTM D-412 ASTM D -1004 TECHNICAL DATA Moisture cured 1300 — 1 500 psi 700 — 800% 140 pli ASTM D -2240 Calculated Fed. Std. 141 Polyurethane - Polyurea Hybrid 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) 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, LLC • 10880 Poplar Avenue ♦ Fontana, California 92337 Phone: (909) 349 -2016 • (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 TUFFLEX "TUFF" (07) November 18, 2009 Chul M. Kim PO Box 69517 Seattle, WA 98168 \Ora er Marshall Technician end File No. D09 -181 • it of Tukwila Department of Community Development RE: CORRECTION LETTER #1 Development Permit Application Number D09 -181 Woodside Apts Bldg 4, Units 33, 36, & 40 — 3721 S 152 St If you have any questions, please contact me at (206) 431 -3670. Sincerely, Dear Mr. Chul, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. W:\Permit Center \Correction Letters\2009\D09 -181 Correction Letter #1.DOC Jim Haggerton, Mayor In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenmer service. Jack Pace, Director Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Building Division Review Memo • a Project Name: Woodside Apts. Bldg 4- Units 32 ,36, 40 Permit #: D09 -181 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (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. The proposed deck repair cross - section does not comply with the materials manufacturers installation specifications. If a Hardiboard panel is used you are required to install a waterproof membrane on top of the Hardiboard and then adhere your tile to the membrane. Hardiboard recommends a specific membrane to be used. You may consult them for other options. Your plan shows a waterproof membrane under the Hardiboard panel instead of on top as required by the manufacturer. The fasteners used to secure the Hardiboard panels would penetrate the membrane and void its ability to seal out moisture. Hardiboard also requires a minimum '/4 inch per foot slope and since the IBC allows a maximum 1/4 inch per foot slope, you will be required to slope the decks '/4 inch per foot. The current joist spacing of two feet on center exceeds the specifications for 1/4 inch hardiboard. Your plans do not state the thickness of Hardiboard used. If 'h inch board is proposed, please consult the specific installation specs. for this product to see if it is suitable for installation on joists spaced two feet on center. If another product is used such as the Elasto -Deck 5000 product that you submitted with your application, you will need to install this material as required per this manufacturers installation requirements. Please provide a new deck assembly cross - section addressing the concerns noted above and provide specific manufacturers installation requirements for materials used. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. October 1, 2009 Chul Kim PO Box 69517 Seattle, WA 98168 • epartment of Community Development Jack Pace, Director RE: Letter of Incomplete Application # 2 Development Permit Application D09 -181 Woodside Apts Bldg 4 Units 32, 36, 40 — 3721 S 152 St Dear Mr. Kim, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 25, 2009 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: Dave Larson at 206 431 -3678 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 messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, 4(MA Bill Rambo Permit Technician Enclosures File: D09 -181 W:\Permit Center \Incomplete Letters\2009\D09 -181 Incomplete Ltr #2.DOC wer Jim Haggerton, Mayor nn Cnn throntor Rnnln,i C11 it., 1 nn 7114.,,71., Td/ ..h:+..t.+., noI00 . Dh..... On.c All 944'7n - r....,. )n.c A01 'LZr Determination of Completeness Memo Date: October 1, 2009 Project Name: Woodside Apts Bldg 4- Units 32,36,40 Permit #: D09 -181 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Sen 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. See item #3 from the l incomplete letter. Per the floor plan provided, it appears that the front and back walls of the new bathroom will be slightly relocated. This is consistent with previous inspections. Please provide a building cross - section of this area to show the load path to the foundation and loads from above. The scale of the floor plan of the new proposed bathroom is not '/4 inch ft. as noted on the plan. Please use the same scale for existing and proposed floor plans. If the walls in question are not moved, a cross section may not be required however in the past this was not the case. Please call me at 206 - 431 -3678 and I will visit the site to verify that the walls do not need to be relocated or provide the cross - section as noted above. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. August 28, 2009 Chul Kim PO Box 69517 Seattle, WA 98168 Dear Mr. Kim, Sincerely, Bill Rambo Permit Technician Enclosures File: D09 -181 • Cizy of Tukwila Department of Community Development Jack Pace, Director RE: Letter of Incomplete Application # 1 Development Permit Application D09 -181 Woodside Apts Bldg 4 Units 32, 36, 40 — 3721 S 152 St This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 25, 2009 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: Dave Larson at 206 431 -3678 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 messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. W:\Permit Center\Incomplete Letters\2009\D09 -181 Incomplete Ltr # 1.DOC wer Jim Haggerton, Mayor S n 1L1/111 _ T.. 1....11.. id7.. .. i.!. .. -.... 110100 nl. .... 7116 A91 9 A7/1 r...,. O/I 1191 9.4 C Determination of Completeness Memo Date: August 27, 2009 Project Name: Woodside Apartments Bldg. 4, Units 32, 36, 40 Permit #: D09 -181 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Sen 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 1 1x17 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. The site plan provided shows carports and /or garages that do not exist and are not included as proposed • new scope under this permit and are not covered under any other permits that I am aware of. Please remove these structures from site plan or provide explanation and justification for leaving them on the plans. 2. The scope of work includes deck repairs but plans and details were not included to show what work will be done. Please include a cross - sectional drawing that shows existing and new materials that include framing members, soffit material, floor sheeting, weather proof membrane if applicable with flashing details, guard railings. Specific details should include slope of deck if a weather proof membrane is used, sizes of deck framing members and spacing of railing members. If a weather proof membrane is used, it must be installed per the manufacturer's specs. Please provide the specific product and specs if a membrane of this sort will be proposed. 3. Please provide a cross sectional framing plan of the new framing of the proposed bathroom /laundry area. This cross section should show the bearing and nonbearing walls parallel to the center bearing beams and /or footings in the crawl space or bottom slab. This cross section should include the center portion of the building from the footing to the roof. Please label members as new or existing. This plan will show us the load path of structure to footings. Past inspections have found some problems with changes of bearing wall locations in similar remodels already completed. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • ! PE '' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -181 DATE: 12 -18 -09 PROJECT NAME: WOODSIDE APTS - BLDG 4 SITE ADDRESS: 3721 S 152 ST Original Plan Submittal Response to Correction Letter # X Revision # 'I Before Permit Issued Response to Incomplete Letter # DEPART ENTS: rya � l_ I uilding Division Public Works ❑ Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -22 -09 Documents /routing slip.doc 2 -28 -02 Fire Prevention Structural Incomplete n n Planning Division Permit Coordinator Not Applicable Comments: TUES/THURS ROUTING: Please Route Structural Review Required I No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 01 -19-10 APPROVALS OR CORRECTIONS: Approved I1 Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: C ii Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Not Approved (attach comments) II Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building Division • Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT C COP ill Fire Prevention PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D09 - 181 DATE: 12 - - PROJECT NAME: WOODSIDE APTS BLDG 4, UNITS 32, 36 & 40 SITE ADDRESS: 3721 S 152 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued ❑ Structural ❑ Permit Coordinator ❑ Incomplete ❑ n Planning Division DUE DATE: 12-08-09 DATE: 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: 01-05-10 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPART ENT: wild wry �, ullding ivision I-I Public Works n Complete Comments: • COON) COPY/ PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D09 -181 DATE: 10 -22 -09 PROJECT NAME: WOODSIDE APTS BLDG 4 — UNITS 32, 36, 40 SITE ADDRESS: 3721 S 152 ST Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 2 Revision # After Permit Issued Fire Prevention Structural DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-27-09 Incomplete n Planning Division ❑ Permit Coordinator Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO ING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: Not Applicable DUE DATE: 11-24-09 APPROVALS OR CORRECTIONS: Approved n Approved with Conditions n Not Approved (attach comments) IA Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ I'Ingt PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 DATE: n n ACTIVITY NUMBER: D09 -181 DATE: 09 -28 -09 PROJECT NAME: WOODSIDE APTS BLDG 4 - UNITS 32, 36, 40 SITE ADDRESS: 3721 S 152 ST Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: /tL _ A d PS l-0 Building Division j Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only I l� INCOMPLETE LETTER MAILED: 101. 9 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: BldgW Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions I Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 •PERMIT COORD COPY a PLAN REVIEW/ROUTING SLIP Fire Prevention ❑ Structural n Permit Coordinator Incomplete n DATE: Planning Division No further Review Required ❑ DATE: DUE DATE: 10-01-09 Not Applicable ❑ DUE DATE: 10-29-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -181 DATE: 08 -25 -09 PROJECT NAME: WOODSIDE APTS BLDG 4 — UNITS 32, 36, 40 SITE ADDRESS: 3721 S 152 ST (includes deck repairs) X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: &e % 9 Building Division SYS NA- 4 - O c t ublic Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP Fire Preve tion Structural Approved with Conditions Incomplete n n 0 Planning Division Permit Coordinator DUE DATE: 08-27-09 DATE: DATE: Not Applicable No further Review Required ❑■ DUE DATE: 09-24-09 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 INIT S U ISSUED DATE I A- STAFF INITIALS (,�< 1 l a- - ( l Summary of Revision: r ec,V_ Cl7vyb v-Vtdv■ e. krA ,'5 L, Received by:/ ; P REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summ • of Revision: Received by: REVISION LOG • PROJECT NAME: I oAW.e Ap-Vs 1 4 PERMIT NO: - b0q S SITE ADDRESS: 37).1 & 1 So)- Si- 1 ORIGINAL ISSUE DATE: Y (please print) lease 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 the mail, fax, etc. Date: Project Name: A S n :, f Contact Person: < h H 1 i \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correc ion Letter # Revision # -Permit is Issued Er Revision requested by a City Building Inspector or Plans Examiner Project Address: ?7 z i 5• (S — S f Phone Number: 2' I 4 s- 3 0 0 Summary of Revision: clilctv4- RECEIVED CITY OF TUKW! A IDEC 118 2009 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev o Received at the City of Tukwila Permit Center by: Se Entered in Permits Plus on IL O te - 9 Date: `l2�[�9 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 the mail, fax, etc. Plan Check/Permit Number: D09 -181 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Woodside Apts Bldg 4, Units J;3, 36 & 40 Project Address: 3721 S 152 St Contact Person: e tttn 1 fr..J v - Phone Number: Z -g3 3 0 - D Summary of Revision: S e _ tfr c 1.1AA/,4;t Entered in Permits Plus on Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Arv" 0-101101 \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: RECa v DEC 01MS PEANUT carrel City of Tukwila 'V`; Vli7lVlr "t7'U�D`lrl'1. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1° L Co I Plan Check/Permit Number: D09-181 E Response to Incomplete Letter # 2 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WOODSIDE APTS BLDG 4 - UNITS 32, 36, 40 Project Address: 3721 S 152 St Contact Person: � I lc- i W Phone Number: _ ")._.6 .- R 3 6;00 Summary of Revision: 5-2-e EFA Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t it . Entered in Permits Plus on Ql l 2 1 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: S 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 OCT 2 2 2009 Date: Contact Person: G- I A ffe J— [I� Entered in Permits Plus on • 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 the mail, fax, etc. Received at the City of Tukwila Permit Center by: \applications \forms - applications on Tine \revision submittal Created: 8 -13 -2004 Revised: Plan ChecWPermit Number: D09 -181 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Woodside Apts Bldg 4 — Units 32, 36, 40 Project Address: 3721 S 152 St Phone Number: Z 0�� 6 3 2 Summary of Revision: F 10 G l ti �( (C.e y, I . 1 i ∎-^ 5 p a c J a-- W 01 S. l. 2_ — 1-oG (L. . 1 GT 1 I 54 b 0 14, f. o v :.--,i t,/,e r�--- of r (rQto , Sheet Number(s): 901° "Cloud" or highlight all areas of revision including date o 444 L. revision Steven M. Mullet, Mayor Steve Lancaster, Director PIe e _ S' F t r1 K� 0 11k1 1 otftsy STATE OF WASHINGTON) COUNTY OF KING • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431-3665 E -mail: tukplanPci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION ss. L,1 /1A IA r 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 k. Owner /Owner's Agent` Signed and sworn to before me this r 1 day of x r , 20 C)9. N(AR Residing at Name as commissioned: My commission expires: Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0179 Planning Division 206 431 -3670 PERMIT NO: Df?SS "ew.v 1 ,d(o 01 Dn61-/71 - PUBLIC in and for the State of Washington 146' , County / /at t a7 ?� (,�rl 18,27.090 Exemptions. The registrili 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. I By Date: E1:A i7.; E PERMIT REQUIRED FOR: .Mechanical Irtlectrical Iumbing (Gas Piping City of Tukwila Buy!. DING DIVISION 3 k' u Nei-- ' ycl,¢.1 cti REVISIONS N c hanges shall be made to the scope of work without prior approval of Tukwila Building Division. N OTE: Revisions will require a new plan submittal 8n mw ..i, a1 ;.1.a...+.9_...T -I - - BEDROOM City Of Tukwila i BUILDING DIVISION L �� r ? sassraiEmea �� !R Nei✓ . Moo 9 Pe it & oo I'�`, review approval is subject to errors and olln of construction documents does not at t io violation of any adopted code or ordinance. lacei't approved Field Copy an conditions is acknouitoged: --- !�'fi° 4 RLi, cL (42 1 kl FL • • • � cr p/4 t - vr4 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 9 2009 City of Tukwila BUILDING DlvicinM CRYO OCT 2 2 2009 P ERRAITCEPl1'ER INCOMPLETE ,/ I�I t p pij- U1 .1 II •■•••■••■ P— ei ri•-; 4 04 114h1 Ir firini LJL 3 tA) cL— eor iteWq.,"r 24" Cc rApic4f,-70"cr 42 1 - 1 14 • w azsfr:1, – OAR FLK .4 5 _ • N D IAN; rri eur M MI a* 0 m izo z o Hopi 7 rgl, fY2 Adr r LL o r itztFj . cA.trfo eP Ai PeLrvfkit. 4 HfiTrIk • ia if itx HEArir44, - HiatkPle-IS 440 bfali HilErc tvfir; 74?- L-4-151 Fgovii 42.3r, 0 CA1 rp[b.VEF , _6 1 3 1 1 6 1r1 r:ArrLF= A? c‘ty, '•/TEA. 24 4t7 LArfte..) 1 T. i; .1 • ty, 1r, r[-F% : , • - 7• 1 I ' I • r I ; 11-- Tyf:i(AL2 4>E boor: ftM,r1t PLAN - t io - • .4 - 1 ; • ow' • /. :AV 1! 4. - rur; '' .iry(3tiriP'' Air 4f*+4i pH4-tr-49 -t545cK uriPt Ft-iraff-i HrArkrf) 4 PC) Exi vwcrE, NJ Ar"()../E..1 r VA 1.4'1 stoic I • -' � • ;i I . • • ,1. it 1 L ;, • J - �- •I ar- • ar- I L_ -sees .fr w.4 I L N: 0 -Au *w r Frp- 411. r**44 M 1 gaCG N P /;*'t4 !ti►;, N� 00 t ( svIJrJ * , 40 ( `a" t2 c i *)211 dvVP- gtfe41 - tp,fro,4 14 4s -a r - r ice. ■V■•■ • I # - no" -fry -r•-, • (�G v�I N � r1 4 �lJ44 fj(9" . '&- • 11 -'. ri 'Z • .i : ^c ., _ . - - ? - . :ms ,- - -*rtr =r_.i . ... Ii .o :r - VIEW =D FOR CO 1€ CO's` LIANCE 1 S PPROVED EC .2;9 : 2009 Tukw�lla U c.: r�tvrih f., Ps.,c•, �ht - 4• crg 1'µe(:,: -, Ariv 'sfZ 4 it • i � t, t „41;` � K t7 04,G e,t Po) •T r! -aff �. 4. •2f) 4 F Ity of ' fits"? r- BUI�.�DINO DIVISIfN 43.0.4)-1 '' 4 ''' `t' • ■ CITY or TUKWLA OCT 2 2 2009 PERMIT CENTER