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HomeMy WebLinkAboutPermit D08-064 - NEWPORT HEIGHTS APARTMENTS - BUILDING 12 - REROOFNEWPORT HEIGHTS APTS BLDG 12 5670 S 152 ST D08 -064 Parcel No.: 1157200210 Address: 5670 S 152 ST TUKW Suite No: Contact Person: Name: SEAN PEPPER Address: 25924 78 AVE S , KENT WA 98032 Phone: 253- 852 -4974 X 206 Contractor: Name: FIELDS ROOF SERVICE INC Address: 25924 78 AV S , KENT, WA 98032 Phone: 253 - 852 -4974 Contractor License No: FIELDRS262L1 CitAf Tukwila Owner: Name: EQR - R E TAX DEPT - 27119 Address: PO BOX 87407 , CHICAGO IL 60680 Phone: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Tenant: Name: NEWPORT HEIGHTS APARTMENTS - BUILDING 12 Address: 5670 S 152 ST , TUKWILA WA • Permit Number: D08 -064 Issue Date: 02/13/2008 Permit Expires On: 08/11/2008 Expiration Date: 09/25/2009 DESCRIPTION OF WORK: CLEAN ROOF, GROUNDS, GUTTERS. SUPPLY & INSTALL SHINGLES, PIPE COVERS, VENT COVERS, KITCHEN METAL COVERS, METAL FLASHINGS, CHIMNEY CHASE ROOFING, RIDGE CAP, AND 30 YEAR LAMINATE ASPHALT COMPOSITION SHINGLES OVER EXISTING ROOF Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 $4,347.00 V -B * *continued on next page ** Fees Collected: $239.63 International Building Code Edition: 2006 Occupancy per IBC: 0021 D08 -064 Printed: 02 -13 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and e . ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the • e o ance of work. I am authorized to sign and obtain this development permit. Signature: �'� / Date: 21 1 O3 Print Name: doc: IBC -10/06 WL- City Tukwila • Permit Number: D08 -064 Issue Date: 02/13/2008 Permit Expires On: 08/11/2008 Date: 11` 94 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -064 Printed: 02 -13 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS • Parcel No.: 1157200210 Permit Number: D08 -064 Address: 5670 S 152 ST TUKW Status: ISSUED Suite No: Applied Date: 02/04/2008 Tenant: NEWPORT HEIGHTS APARTMENTS - BUILDING 12 Issue Date: 02/13/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Prior to final inspection a written statement from the roofing contractor shall be required. The statement shall confirm the fire classification of the roof assembly that was installed. 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 * *continued on next page ** D08 -064 Printed: 02 -13 -2008 Signature: Print Name: 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 • 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. Date: I31L5 13 D08 -064 Printed: 02 -13 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http.//www.ci.tukwila.wa.us Building Permit No. .1)69 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Poo-059 Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** 7 King Co Assessor's Tax No.: l / - 0 1 0 Site Address: c 0 s. ' 1 � ka c1 St. ‘01.6t. \ Z Suite Number: Tenant Name: n t2-V • i1. ell-ITS A{ , �r PT New Tenant: Property Owners Name: tkh Z b N A\- 1 'I Pt V \SO 1-2-S n i Mailing Address: 2?) (70 ��� � 1T �c " l � • Si • A , S�i � % \i Gi�'a r 21 State Zip City Floor: ❑ .....Yes ❑.. No CONT PERS( o we contact when your,permit is ready;to Name: e- ;OW MATE-1 Mailing Address: 2 0 fikk" Contact Person: E -Mail Address: E -Mail Address: Day Telephone: *4 ei , te(01- E -Mail Address: 5FAt ) (J 3FSE. 1L City State Zip Fax Number: L-G9 1 GENERAL CONTRACTOR INFOA Contra ctor. I nformatlon for Mec han cal 4 for,: lnmbin and Gas Pi in ( (Pg) R g P g tPg Company Name: V e. LS i (E ) \NC • (� Mailing Address: 2 6 12 J ( � l F� `LV Nir t i'C 61 c.32._ City Day Telephone: Q- , c6 • 4 c . 2 DIP Fax Number: . 2.3 • E: 2.. 1A- Cj Expiration Date: Contact Person: E. E -Mail Address: cv f ) P ( F I ELDS r FS0 -\A Lot‘-'1 Contractor Registration Number: 21022 I_- 1 Q:\Applications\Fomu- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip ARCffiTECT OF RECO s must be wet s e tamped by Archi Company Name: Mailing Address: City Day Telephone: Fax Number: Sta State Zip ENGINEER OF REC c lans must be wet stamp by E n g i neer of Recor Company Name: Mailing Address: City Contact Person: Day Telephone: Fax Number: Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $_ l Existing Building Valuation: $ Scope of Work (please provide detailed information): C.,.1 -- j t,V (D t S , ,0 S C 5 u h A l ` ) \ ' el 1 \ntiv#e-c , t (, Nte-AIS , Vtiit (\J vi at, et - v Lrk■A a e A6V v b mr► ;tip 011,c Will there be new rack storage? ❑ Yes Q:\Applicalions \Forms- Applications On Line \.3-2006 - Permit Application.doc Revised: 9 -2006 bh • ❑.., No If yes, a separate permit and plan submittal will be required, Provide All Building Areas in Square Footage Below 1 it Floor 2n Floor 3 Floor Floors "A cc Attar l Garage G •ar ge ; f� Covered Deck' Uncove Existing Interior Remodel Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑.....,. Sprinklers ❑ Automatic Fire Alarm ❑ ...- ...None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ .......No If "yes', attach list of materials and storage locations on a separate 8 -1/2 " x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ..... On-site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 • PERMIT APPLICATION NOTES — Applicable to all permits in tl s application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 OR AUORIZED AGENT: i Signature;--- ,Iti ,1 Print Name: J ikt Mailing Address: Date: (` ■0 8 2�3 -5Z "04 2.-92- - 7 ' AV & S. tAm Date Application Accepted: Date Application Expires: 8-'1~08 Staff Initials: Q:\Applications\Forms- Applications On Linc\ -2006 - Permit Application.doc Revised: 9-2006 bh Day Telephone: City State Zip Page 6 of 6 City of Tukwila Doc: RECSETS -06 RECEIPT NO: R08 -00295 Initials: WER User ID: 1655 Payee: FIELDS ROOF SERVICE SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: //www. ci. tukwila. wa. us SET RECEIPT Payment Date: 02/04/2008 Total Payment: 4,222.10 SET ID: 2 -4 -08 SET NAME: NEWPORT HEIGHTS APTS D08 -051 447.53 D08 -052 137.66 D08 -053 328.73 D08 -054 137.66 D08 -055 417.83 D08 -056 209.92 D08 -057 328.73 D08 -058 358.43 D08 -059 269.33 D08 -060 269.33 D08 -061 299.03 D08 -062 239.63 D08 -063 239.63 D08 -064 239.63 D08 -065 299.03 TOTAL: 4, 222.10 TRANSACTION LIST: Type Method Description Amount Payment Check 80181 4,222.10 TOTAL: 4,222.10 BUILDING - RES 000/322.100 PLAN CHECK - RES 000/345.830 Account Code Current Pmts 2,517.90 1,636.70 8020 02/04 9710 TOTAL 4222.10 Doc: RECSETS-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 STATE BUILDING SURCHARGE 000/386.904 67.50 TOTAL: 4,222.10 Project: ; Lie, ; Lie, P () , r I, e---, �� 1( � ,/ �1 Type of Inspecti n: , J") : lit $ I A � Address: 1 it .70 S l � jS7 Sr. Date Called: r �^-. Special Instructions: 3 -). tc � Date Wanted: • _ p m. ' m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: cr LL`T bo - liffi Inspect: k-xvo Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: e f TOP FLOOR I I SECOND LEVEL I 1 FIRST LEVEL 1 4S No charges -F I bemela • ., of work without Tukwila Building '4' :‘ NOTE: Revisions will require a ne plan submittal and may include additional plaf.review fees. e b6er 0 te 5810 0 —ILM. SERF 0 t+f 1 5580 Permit O �'..� prove! Is subject ± e , is and om sS nstnu Lion d • F I nts • • es not autha any adopted cod = or , r ilnance. Re y d con is acknowle ` 1 • pig _ ! I 5550 1 111 J City of Tu BUILDING DI ON REVIEWED CODE APPR ; VED FEB - 8 2008 ECERVED fi FEB -4 2009 PERMIT CENTER 62/04/2008 11:24, FAX a 001/007 NOTES: PIERCE CO: 253.952.3744 THURSTON CO: 360.754.4099 4Rs FIELDS ROOF SERVICE, INC. 25924 78 Avenue South Kent, WA 98032 MAIN OFFICE: 253 -852 -4974 FAX NUMBER: 253 - 852.4999 FACSIMILE COVER SHEET DATE: c(% /f fr( DELIVER TO: FAX NUMBER: c73 / -- FROM: UN t RE: rc— Thank you! O COVER SHEET PLUS S2 PAGE(S) OUTSIDE KING COUNTY? CALL US AT: ELSTSIDE: 425.644.7128 KITSAP CO: 360,479.0650 SOS- 00 SO SNOHOMISH CO: 206.367.2564 EVERETT: 425.355.1506 �ECE VEt FEB - 4 2008 PERMIT CENTEh 62/04/2008 11:24 FAX a002/007 SECTION 07 3113 ASPHALT SHINGLE ROOFING SYSTEM NOTE ** CertainTeed fiber glass and organic shingles. NOTE ** NOTE ** This section is based on the CertainTeed Roofing CollectionTM, the country's most extensive line of fiber glass and organic asphalt shingles. CertainTeed pioneered the concept of multi - layered shingles, widely known today as "architectural" shingles, and has led the industry in color innovation with complex color blending technology and the introduction of bold designer shingle colors NOTE * * NOTE ** For more information on CertainTeed products and availability, or for the name of your local CertainTeed representative, call or write: NOTE ** CertainTeed Architectural Support Group NOTE ** P.O. Box 860 NOTE ** Valley Forge, PA 19482 NOTE ** Tel: (800) 233 -8990 NOTE ** Fax: (610) 341 -7940 NOTE ** www.certainteed.com NOTE ** This three -part specification must be edited to delete shingle types and styles not required on a particular project. Also, you may delete the "NOTES" below once editing is completed. PART 1 GENERAL 1.1 SECTION INCLUDES A. Granule surfaced asphalt shingle roofing. B. Moisture shedding underlayment, eaves, valley and ridge protection. C. Associated metal flashing. 1.2 RELATED SECTIONS NOTE ** Coordinate the sections listed below with actual project requirements. A. Section 06 10 00 Rough Carpentry: Plywood Roof Sheathing. B. Section 06 15 00 - Wood Decking. C. Section 07 26 00 - Vapor Retarders. D. Section 07 13 00 Sheet Waterproofing. E. Section - Attic space ventilation. F. Section 07 60 00 - Flashing and Sheet Metal. G. Section 08 62 00 Unit Skylights. H. Secticn - Chimney Flue. 1.3 REFERENCES NOTE ** unnecessary references from the list below. A. ASTM A 653/A 653M - Standard Specification for Steel Sheets, Zinc - Coated (Galvanized) or Zinc -Ircn Alloy - Coated (Galvannealed) by the Hot -Dip Process. B. ASTM B 209 - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate. 07 3113 -1 02/04/2008 11:24 FAX Z003/007 C. ASTM B 370 - Standard Specification for Copper Sheet and Strip for Building Construction. D. ASTM D 225 - Standard Specification for Asphalt Shingles (Organic Felt) Surfaced with Mineral Granules. E. ASTM D 226 - Standard Specification for Asphalt- Saturated Organic Feet Used in Roofing and Waterproofing. F. ASTM D 1970 - Standard Specification for Self- Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection. G. ASTM D 3018 - Standard Specification for Class A Shingles Surfaced with Mineral Granules. N. ASTM D 3161 - Standard Test Method for Wind- Resistance of Asphalt Shingles (Fan - Induced Method). I. ASTM D 3462 - Standard Specification for Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules. J. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos -Free- K. ASTM 0 1869 - Standard Specification for Asphalt- Saturated Organic Felt Shingle Underlayment Used in Roofing. L. ASTM D 6757 - Standard Specification for Inorganic Underlayment for Use with Steep Slope Roofing Products. M. ASTM D 7158 - Standard Test Method for Wind Resistance of Sealed Asphalt Shingles (Uplift Force /Uplift Resistance Method) N. E 108 - Standard Test Methods for Fire Tests of Roof Coverings. 0. UL 2218 - Impact Resistance of Prepared Roofing Materials. P. UL 2390 /ASTM D 6381 - Test Method for Wind Resistant Shingles with Sealed Tabs 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide manufacturer's printed product information indicating material characteristics, performance criteria, and product limitations. C. Manufacturer's Installation Instructions: Provide published instructions that indicate preparation required and installation procedures. MOTE ** Delete the paragraph below if not required. D. Certificate of Compliance: Provide Certificate of Compliance from an independent laboratory indicating that the asphalt fiber glass shingles made in normal production meet or exceed the requirements of the following: 1. ASTM E 108 /UL 790 Class A Fire Resistance. 2. ASTM D 3161/UL 997 Wind Resistance. 3. ASTM 0 3462. NOTE * *Delete the_following paragraph unless unusual project conditions mandate 07 3113 -2 02/04/2008 11:25 FAX a004 /007 shop drawings. E. Shop Drawings: Indicate specially configured metal flashing, jointing methods and locations, fastening methods and locations, and installation details, as required by project conditions indicated. 1.5 QUALITY ASSURANCE A. Maintain one copy of manufacturer's application instructions on project site. B. Verify that manufacturer's label contains reference to specified ASTM standards. QUI'KEMENTS A. \Take special care when applying WinterGuard Waterproofing Shingle rlayment and shingles when ambient or wind chill temperature is b 45 degrees F (7 degrees C). Tack WinterGuard in place if it d es not adhere immediately to the deck. 1.? EXTRA MATERIALS A. Furnish under provisions of section 01700, B. Provide square feet ( square m) of extra shingles of each color specified. 1.8 WARRANTY NOTE ** Edit the following list to indicate shingle types specified. A. Manufacturer's Warranty: Furnish shingle manufacturer's warranty for product(s) of this section as follows: C. Extended Warranty Protection (can only be offered by a CertainTeed credentialed contractor): Provide SureStart PLUS protection as follows: 1. 3STAR Coverage (9 years): material and labor costs for repair or replacement. 2. 4STAR Coverage (12 years): material and labor costs for repair or replacement and tear off protection. 3. $STAR Coverage (15 years): material and labor costs for repair or replacement tear off protection, disposal costs and workmanship defects. ASPHALT FIBER GLASS SHINGLES 1. CertainTeed Landmark (formerly Landmark 30): 30 -year limited warranty. B. Warranty Supplement: Provide manufacturer's supplemental warranty ( "CertainTeed SureStart" or "SureStart Plus") to cover labor and materials in the event of a material defect for the following period after completion of application of shingles: D. Warranty Transferability Clause: Make available to Owner shingle manufacturer's standard option for transferring warranty to a new owner. FART 2 PRODUCTS 2.1 MANUFACTURER 1. First five years. 02/04/2008 11:25 FAX a005/007 A. Provide products manufactured by CertainTeed Corporation, Architectural Support Group, P.O. Box 860, Valley Forge, PA 19482. Tel: (800) 233 -8990, Fax: (610) 341 -7940. B. Substitutions: Not permitted. 2.2 ASPHALT FIBER GLASS SHINGLES NOTE '* Delete shingle types not required for the building project. A. CertainTeed Landmark (formerly Landmark 30): UL Certification of ASTM 03462; Conforms to ASTM D3018 Type I - Self - Sealing; ASTM D3161 -03b, Class "F" Wind Resistance (Regional) ; ASTM D3161 -99a Wind Resistance; UL997 Wind Resistance; UL 2390 /ASTM D6381 Class "H" and ASTM D7158 Class "H" Wind Resistance; UL 790 Class A Fire Resistance; glass fiber mat base, ceramically colored /UV resistant mineral surface granules across entire face of shingle; two -piece laminated shingle. 1. Weight: 240 -245 pounds per square (100 square feet) (11.7 -12.0 kg /sq m). NOTE "* Retain one of the following two sub - paragraphs depending on color selection method. 2. Color: 2. Color: As selected by Architect from manufacturer's standards. 2.3 SHEET MATERIALS NOTE ** Delete para ra h below and installation instructions in Part 3 if climatic i ions are such that ice dam protection is not required. A. Eaves Protection: CertainTeed "WinterGuard "; ASTM D 1970 sheet barrier of self- adhering rubberized asphalt membrane shingle underlayment having internal reinforcement, and "split" back plastic release film; provide material with warranty equal in duration to that of shingles being applied. NOTE ** Delete WinterGuard types not required for the building project. 1. CertainTeed WinterGuard Sand 2. CertainTeed WinterGuard HT (High Tack, High Temperature) 3. CertainTeed WinterGuard Granular NOTE ** Select underlayment from the following three paragraphs, deleting those not required. The CertainTeed "Roofers' Select" underlayment resists "hygro- expansion," significantly reducing wrinkling. B. Underlayment: CertainTeed "Roofers' Select ", ASTM D 6757; asphalt - impregnated fiberglass- reinforced organic felt designed for use on roof decks as a water- resistant layer beneath roofing shingles. C. Underlayment: ASTM D 4869, asphalt saturated felt. Underlayment: ASTM D 226, asphalt saturated felt (non- perforated). Waterproofing Underlayment: CertainTeed "WinterGuard "; ASTM 0 1970 heet barrier of self - adhering rubberized asphalt membrane shingle u derlayment having internal reinforcement, and "split" back plastic release film; Use in 'low- slope' areas (below 4:12, but no less than • 2:12); provide material with warranty equal in duration to that of shingles being applied. NOTE ** e -te WinterGuard types not required for the building project. CertainTeed WinterGuard Sand CertainTeed WinterGuard HT 3. CertainTeed WinterGuard Granular D. 2.4 FLASHING MATERIALS A. Sheet Flashing: ASTM A 361/A 361M; 26 gage (0.45 mm) steel with minimum G115/Z350 galvanized coating. 0'2/04/2008. 11:25. FAX 006/007 B. Sheet Flashing: ASTM B 209; 0.025 in (0.63 mm) thick aluminum, mill finish. C. Sheet Flashing: ASTM B 370; cold rolled copper; 16 ounces per square foot (0.55 mm); natural finish. D. Bituminous Paint: Acid and alkali resistant type; black color. E. Tinner's Paint: Color as selected by Architect to coordinate with shingle color. 2.5 ACCESSORIES A. Nails: Standard round wire type roofing nails, corrosion resistant; hot dipped zinc coated steel, aluminum, or chromated steel; minimum 3/8 inch (9.5 mm) head diameter; minimum 11 or 12 gage (2.5 mm) shank diameter; shank to be of sufficient length to penetrate through roof sheathing or 3/4 inch (19 mm) into solid wood, plywood, or non - veneer wood decking. B. Asphalt Roofing Cement: ASTM D 4586, Type I or II. 2.6 FLASHING FABRICATION A. Form flashing to profiles indicated on Drawings, and to protect roofing materials from physical damage and shed water. B. Form sections square and accurate to profile, in maximum possible lengths, free from distortion or defects detrimental to appearance or performance. PART 3 EXECUTION 3.1 EXAMINATION A. Verify existing site conditions under provisions of Section 01700. B. Verify that roof penetrations and plumbing stacks are in place and flashed to deck surface. C. Verify roof openings are correctly framed prior to installing work of this section. D. Verify deck surfaces are dry and free of ridges, warps, or voids. 3.2 ROOF DECK PREPARATION A. Follow shingle manufacturer's recommendations for acceptable roof deck materials. B. Broom clean deck surfaces under eave protection and underlayment prior to their application. 3.3 1hALLATION - EP.VE ICE CAM PROTECTION Place eave edge and gable edge metal flashing tight with fascia boards. Weather -lap joints 2 inches (50 mm). Secure flange with nails spaced 8 inches (200 mm) on center. B. Apply CertainTeed "WinterGuard" Waterproofing Shingle Underlayment as Save protection in accordance with manufacturer's instructions. NOTE " Change dimension below to 48 inches (1,220 mm) cr greater for low slope roofs or severe climatic conditions. 02/04/2008 11 :25 FAX a007/007 C. Extend eave protection membrane minimum 24 inches (610 mm) up slope beyond interior face of exterior wall. 3.4 INSTALLATION - PROTECTIVE UNDERLAYMENT NOTE ** Delete first two paragraphs below if all roof slopes are greater than 4:12. Otherwise, select either complete WinterGuard underlayment or Roofers' Select or D4869 underlayment in combination with eave ice dam protection. WinterGuard is an improved version of standard underlayment, developed to resist standing water held on a sloped roof at eaves and valleys by ice dams and to resist wind - driven water. WinterGuard can be used to cover the entire roof deck, rather than just eaves and valleys, when the slope is so low (2:12 to 4:12) as to permit wind to drive rain beneath the shingle. Assure sufficient ventilation of space beneath the deck upon which WinterGuard is applied, as WinterGuard is a vapor barrier. A. Roof Slope Between 2:12 and 4:12: Apply one layer of "WinterGuard" over all areas not protected by WinterGuard at eaves, with ends and edges weather - lapped per application instructions. Stagger end -laps each consecutive layer. Nail in place. B. Roof Slope Between 2:12 and 4:12: Apply two layers of Roofers' Select or D4869 underlayment over areas not protected by WinterGuard at eaves, with ends and edges weather- lapped minimum 19 inches (480 mm). Stagger end laps each consecutive layer. Nail in place. C. Roof Slope 4:12 or Greater: Install one layer asphalt felt shingle underlayment perpendicular to slope of roof and lap minimum 4 inches (100 mm) over eave protection. D. Weather -lap and seal watertight with asphalt roofing cement items projecting through or mounted on roof. Avoid contact of solvent -based cements with WinterGuard. 3.5 INSTALLATION - VALLEY PROTECTION A. For "closed- cut," "woven," and "open" valleys first place one ply of WinterGuard, minimum 36 inches (910 mm) wide, centered over valleys. Lap joints minimum 6 inches (152 mm). Follow instructions of shingle and waterproofing membrane manufacturer. 3.6 INSTALLATION - METAL FLASHING A. Weather -lap joints minimum 2 inches (50 mm). B. Seal work projecting through or mounted on roofing with asphalt roofing cement and make weather- tight. 3.7 INSTALLATION - ASPHALT SHINGLES A, Install shingles in accordance with manufacturer's instructions for product type and application specified. 3.8 FIELD QUALITY CONTROL A. Field inspection will be performed under provisions of Section 01400. B. Visual inspection of the Work will be provided by Owner. If conditions are unacceptable, Owner will notify the Architect. 3.9 PROTECTION OF FINISHED WORK A. Protect finished work under provisions of Section 01700. B. Do not permit traffic over finished roof surface. 07 3113 -6 07 -15 -2008 SEAN PEPPER 25924 78 AVE S KENT WA 98032 RE: Permit No. D08 -064 5670 S 152 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/11/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, l fer Marshall, Permit Technician xc: Permit File No. D08 -064 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D08 -064 DATE: 02 -04 -08 PROJECT NAME: NEWPORT HEIGHTS APTS BLDG 12 SITE ADDRESS: 5670 S 152 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: iT Bui PI ion Public Works U DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -07 -08 Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Structural Incomplete Structural Review Required •*5)( Fire Prevention n Planning Division Permit Coordinator Not Applicable n No further Review Required DATE: n DUE DATE: 03-06 -08 n 1 -! n Approved Approved with Conditions 17f Not Approved (attach comments) U Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Business Owner Information Name Role Effective Date Expiration Date GILMER, GARY S PRESIDENT 01/01/2000 GOEMAN, DALE J PRESIDENT 01/01/2000 PATNODE, TERRY M. PRESIDENT 01/01/2000 MANDELAS, MICHAEL J SECRETARY 01/01/2000 GILMER, THOMAS A PRESIDENT 06/21/1974 12/09/2002 PEPPER, SCOTT TREASURER 06/21/1974 12/09/2002 PEAK, DUANE VICE PRESIDENT 06/21/1974 12/09/2002 Look Up a Contractor, Elect n or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address I Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License FIELDRS262L 1 FIELDS ROOF SERVICE INC CONSTRUCTION CONTRACTOR 600125673 CORPORATION 25924 78TH AVE S KENT KING WA 98032 2538524974 ACTIVE ROOFING UNUSED 6/21 /1974 9/25/2009 WESTCC *093BZ • Page 1 of 3 httns: // fortress .wa.eov /lni/bhin /nrinter.asnx ?License= FTFT,DRS2621,1 f /11 /7OOR