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HomeMy WebLinkAboutPermit D11-292 - CORT FURNITURE - REROOFCORT FURNITURE 1230 ANDOVER PK E EXPIRED 03 -12 -12 Dl 1 -292 City ("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.TukwilaWA.gov Parcel No.: 3523049069 Address: 1230 ANDOVER PK E TUKW Suite No: Project Name: CORT FURNITURE DEVELOPMENT PERMIT Permit Number: D11 -292 Issue Date: 09/08/2011 Permit Expires On: 03/06/2012 Owner: Name: GRAY CAT COLLECTIVE LLC Address: 5430 45TH AVE W , SEATTLE WA 98199 Contact Person: Name: JENNIFER WRIGHT Address: PO BOX 9339 , TACOMA WA 98490 Contractor: Name: WRIGHT ROOFING INC Address: 6035 S ADAMS , TACOMA WA 98409 Contractor License No: WRIGHRI174QZ Phone: 253 - 472 -3321 Phone: 253 - 472 -3321 Expiration Date: 11/05/2011 DESCRIPTION OF WORK: 4,000 SQ FT PARTIAL REROOF - DEMO EXISTINMG ROOFING, MECHANICALLY ATTACH 1/2" DENSDECK & 45 MIL SINGLE PLY ROOF SYSTEM Value of Construction: $20,650.00 Fees Collected: $811.18 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -292 Printed: 09 -08 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N • • 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: Date: °A b$1h 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 pr- . e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: \ Date: q O I 1 Print Name: /-et() r1 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. ]PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 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. doc: IBC -7/10 011 -292 Printed: 09 -08 -2011 7: Manufacturers installation instructions ssbe available on the job site at the time of ination. 8: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 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: IBC -7/10 D11 -292 Printed: 09 -08 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.TukwilaWA.00v 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 ** `0SITEL`O;11011 N n0 111 1000101 r .,. uINllluuo+ 111 1'I 1h11 tl11011 pP0 11'I1IG1 1.1 Ill u X1111 0010 lnl 11 11 IIfIIINP1IIIiIIiPl'II 1114 111 1101100000, 6',llp King Co Assessor's Tax No.: 352304 - 9069 -07 Site Address: 12 3 0 Andover Park E Tenant Name: Cort Furniture Suite Number: Floor: New Tenant: ❑ Yes ❑..No Property Owners Name: Gray Cat Collective LLC c/o Shephard Commercial Real Estate LLC Mailing Address: 12835 Bel -Red Road, Ste 140, Bellevue, WA 98005 City State Zip �CONTACPERSC o d.Er 'i'I f 100v , it 111410 I d1 .5 sa_ £ ` . 4,0 011 11 1 0,, u i tl ,^f'lli o wre contact when,y'oFur permit is redy to be ssued 1Vvu 1:1 l�1 , 0 , 0000 11 d l ',lI hYla 0\\ d 4. r 111 1 1I1 1 111 11 11 i11 1 101101 VI Yr 141,1 111 1'IIIPI'11ivilvIIU lip PI I11i11IIlVu11j1111 :0.0011 h1 01'1 110 0.411 V I q, 'wIIl1 X11 a wu�,o wr a "o�6 Name: Wright Roofing,Inc. - Jennifer Wright Mailing Address: PO Box 9339, Tacoma, WA 98490 E -Mail Address: wrightroofing @msn.com Day Telephone: 253-472-3321 City State Fax Number: (253) 474 -5423 Zip ` GENERA' L'CONTRACTOR INFORMATION d -�`„ +1,',ti u40^ m,00 E0.& rC n"- 4,0:4 le4.0 +�a Fr �i�'111�11lail , , IoV Ju " 00 ntl l a 111 V�II11'IGI'1'I P °' ' 00041 uB (� n o tcalt(pg 114 ).for „IIIIPIumbmg0an Contractoru Informahon;for,Mechan„ Company Name: Wright Roofing, Inc. Mailing Address: PO Box 9339, Tacoma, WA 98490 Contact Person: Jennifer Wright, Vice President E -Mail Address: wrightroofing @msn.com Contractor Registration Number: WRIGHRI174QZ City State Day Telephone: (253) 472 -3321 Fax Number: (253) 474 -5423 Expiration Date: 11/05/2011 Zip ARCHITE9 REC( lxllllpl 1 lV l 1 1 00 00 1 u l' 10 uulmuuu 10 1hn1 utig 0 ansu� mustbestampeomy0,Arcbrteco 4100,0 r 1011+ 0�n uu1i 4'1 1' 00 P"itlti0100001110101110000001011 1P111 '111 111111tl41RU4ru A ecor:. i VI 1 ! Company Name: N/A Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip 1 ~t^ rv0 au1 u0 Iui1VVtl1 00 p00100 0110111 10000:011':0ry, �x a.3u N1GINEEMRrOF RECORD rF lt„pl s mu sstlbel�stamped!lbylllilEngmeer i 111111�1 , 1110i11 1I nl Company Name: N/A Mailing Address: Contact Person: E -Mail Address: H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 B II LDIN.. G, PE T I I, NF OR M'" I Ak d4 T I I�r In �1� .4W1 x0 5 ��bl„1P' „Y 011�� 4 , �sS O '.0 1 �:h 11 „ u . C , 43'u 1V - d , �II,IIII„I °,l . y ' ,,� I{Iri l h f:i" { IM 4 �' VIV �1 1 100:11 IP l Ii1h�iYMY„ „11 : „Il I IBIV 1, ° u I G° 'N ol li IfiI1l,l„ w " 1,,1 Valuation of Project (contractor's bid price): $ 20,650.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): 40 SQ Partial Reroof - Demo existing roofing, mechanically attach 1/2” dens deck & 45 mil single ply roof system Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. 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I j11N �I iIllll r'IJ Ildl riI is dr �3rd Floors 5: " ". tti) �.�� IIIIIIGI,IIrPyw111I I'G ����7I�IIIIII ,I�I�111�""hl�INI�NI1Il'4 Floors,?"AIR, ` u,, r i II r1111I 1 tri1 i II III 111111 11 r ri d11 IIq 1111 Basement 5 �` il��c00..... ,1, wrr;,,,,'1X5u4 ', [y1 "IVIIIIIIGu . x,:911 111I: lr111., Io' ri1 ''. Accessory Structure *1111."1Ip11 IIN lr liy i k5aVd r w . s ..4.1, X I IU q1 mGIb11u 4 II'dl 4 UU wAttached Garage 410.0.100F"'.^... � GBI V?"1'1��� k � � „�� IiWu 1AtIrtv1 0i11111 1'110 III�I 1411 �Jl � 1„G n11U 1GI11 u III' IIpV IIv'��µy�;�III Pn IIPr'S,IGIVl G G" IIq' 1+x1[1) d� 1IW{ III IV uN N ^r Detached' Garage 111 II, I,IjII ...dr.rlt ad, VrfR ",Y re{tr Ii INPuidu.1111.i li' Attached Carpo .11''."! 'p 11 I II I'H4Ik,o1�`) tx,tdG1 : ' �Ip11uIfI1PPhp�Iu111I1411IPhh 'I "�Detgached Carport ���a�1�IG111 N�41ii.,,, t,'',,dKM,, 4r,4s rv1 II JI 1 W111'Ih h19 op'1 [1: Covered Debk )ri 1UNI1I oe.pt,,itt ri I � 1 oNi �h"d 55 1. i, 14 ” 5„15 ��I� i" +� X11 ' 1N 1j vI 1111h1111p�111IU 1 1 4 11 , yn,UncovetediDeck { II ij III C M,4vin 0 {� Nnld tii46.v., r IGII�I4I191VU�1111IIiN1i11I1llllh, kGn1g111111 II 011 �'V 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:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 ERMIF . p APILIGw��QN Ap' puca eto al r mrts ut m$4ap rtton .111.1 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 OWN i R OR UTH Signature: Print Nam RIZEDA6FI�IT: Mailing Addre ght 0 Box 9339, Tacoma, WA 98409 Date: 8/25/2011 Day Telephone: 253-472-3321 City State Zip Date Application Accepted: e -�S - ( 1 Date Application Expires: I Staff Initials: G H:\Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: htto: / /www.TukwilaWA.ov RECEIPT Parcel No.: 3523049069 Permit Number: D11 -292 Address: 1230 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 08/25/2011 Applicant: CORT FURNITURE Issue Date: Receipt No.: R11 -01872 Payment Amount: $317.78 Initials: WER Payment Date: 08/25/2011 02:38 PM User ID: 1655 Balance: $493.40 Payee: JENNIFER WRIGHT TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 001647 ACCOUNT ITEM LIST: Description 317.78 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 317.78 Total: $317.78 doc: Receipt -06 Printed: 08 -25 -2011 • CCity 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.TukwilaWA.gov Parcel No.: 3523049069 Address: 1230 ANDOVER PK E TUKW Suite No: Applicant: CORT FURNITURE RECEIPT • Permit Number: D11 -292 Status: APPROVED Applied Date: 08/25/2011 Issue Date: Receipt No.: R11 -01955 Payment Amount: $493.40 Initials: JEM Payment Date: 09/08/2011 10:54 AM User ID: 1165 Balance: $0.00 Payee: WRIGHT ROOFING, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 036605 493.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 488.90 640.237.114 4.50 Total: $493.40 doc: Receiot -06 Printed: 09 -08 -2011 INSPECTION RECORD Retain a copy with permit INSPECTUiN.NO. PERMIT NO. CITY.OF TUKWILA BUILDING DIVISION 70 6300 Southcenter Blvd., #100, Tukwila. WA 98188 A. (206) 431-3670 Permit Inspectio'.n Request Line (206) 431 -2451 .--. . ru .-� I ( ✓R,�. -- Type f Inspeaiq�: 8 Address: Y11 A4A rJV .. i 'J Date Called: Special Instructions: . • • . Date Wanted: i —r3-1/ p.m. Requester: Phone N,p: 2�3 —`1'7 2 —3324 Approved per applicable codes. E Corrections required prior to approval. ie COMMENTS: P--(6A-0 ':.T; A-S r Inspector: n REINSPECT- ION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. RIGHT K DDFING INC. Written Narrative Site Address: 1230 Andover Park E Approximately 4,000 sf 'ParLE Existing roof consists of (1) 3 -ply smooth surface built -up roof and (1) 2 -ply and mineral surface cap sheet built -up roof nailed to wood decking, all existing roofing will be demolished down to the wood deck. There is existing insulation below the deck. New roofing material to be installed as follows: 1. Mechanically attach 1 -layer of ''A" dens deck non - combustible coverboard to the wood deck. 2. Mechanically attach 45 mil single ply roof membrane over the entire roof surface and terminate 12" up the parapet walls. v REVIEWED FOR CODE COMPLIANCE APPROVED SEP022011 City of Tukwila BUILDING DIv(Sinnr Con. No. WR- IG -HR -I- 174 -QZ 6035 S. Adams P.O. Box 9339 Tacoma, WA 98490 Office (253) 472 -3321 1- 800 - 533 -0310 FAX (253) 474 -5423 RECEIVED AUG 25 2011 "EMT CENTER • vr-r r"'" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 2 2011 City of Tukwila BUILDING DIV`•;:1(7)! ! RECEIVED AUG 25 2011 PERMIT CENTER TPO Roofing - EverGuard TPO 45 Membrane Page 1 of 2 Suitable for use in all types of single -ply systems: Mechanically Attached, Fully Adhered, and Ballast Applied EverGuard® TPO 45mi1 Single -Ply Roofing Membrane GAF EverGu are TPO 45 mil thermoplastic poly olefin single -ply membrane systems have been engineered to provide premium performance at avery co effective price. Strong, flexible, durable EverGuarcPTPO 45 mil membrane i suitable for use in all types of single -ply systems: M echanicaltyr Attached, Ful Adhered, and Ballast Applied. Compared to typical single -ply EPDM and PVC membranes, GAF EverGuarn TPO 45 mil roofing membrane provides the benefits of low installed cost, he welded seams, white reflective color.* Applicable Standards UL Listed, FM Approved, Dade County Product Approval, Florida Building Co Approved, CRRC Listed, Title 24 Compliant, ENERGY STAR' Listed, ASTtu D6878. Physical Properties 1. Certain data is 2. Data is based Nominal Thickness Breaking Strength Factory Seam Strength Elongation at Break AST M Test Method ASTM 6878 Minimum Test Typic Test Data provided in MD (machine direction) x CMD (cross machin( direction) format. upon typical product performance, and is subject to norma manufacturing tolerance and variance ASTM D -751 ASTM D -751 Grab Method ASTM D -751 ASTM D -751 0.039" (min.) 220 Ibflin 66 Ibf 0.045" 290 Ibf x 270 Ibi 100 Ibf (membrar failure) 15% 30% hup://www.gaf.com/Roofing/Commercial/Products/Single... 8/24/2011 TPO Roofing - EverGuard TPO 45 Membrane Heat Aging Tear Strength Puncture Resista nce Cold Brittleness Permeance Dimensional Change Water Absorption Hydrostatic Resistance Ozone Resistance R of le ct iv ity (white) Emissivity (white) ASTM D -573 ASTM D -751 8" x 8" Sample FTM 101C Method 2031 ASTM D -2137 ASTM E -96 ASTM D -1204 @158 F, 6 hrs. ASTM D -471 @158 F, 1 week ASTM D- 751 M ethod D 90% Retention of Breaking Strength and Elongation at Break 55 lbf Not Established -40 C Not Established +1- 1% +1- 3.0% max. Not Established Page 2 of 2 100% 124 Ibf x 140 Ibi 290 lbs. -40 C 0.070 Perms 0.4% 0.7% 390 psi No visible deterioration No visible ASTM D -1149 deterioration @ 7 x magnification @ 7 magnification ASTM C1 549 ASTM C1371 NIA N/A Product Data Roll Size 0.76 0.90 Full Roll Size Full Roll Weight Half Roll Size Half Roll Weight 10k100' (1,000 sq.ft.) 256 lbs. 5'x 100' (500 sq.ft.) 128 Ibs. 8'x 100' (800 sq.ft.) 204.8Ibs 4'x 100' (400 sq.ft.) 102.4Ibs. Note: Membrane rolls shipped horizontally on pallets. Storage Store rolls on their sides on pallets or shelving in a dry area Safety Warning Membrane rolls are heavy. Position and install by at least two people. Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation *White, Energy Tan and Energy Gray Membrane Only "); var _noconflict = true; } var IE6UPDATE_OPTIONS = { icons_path: "http:l/ static .ie6update.comlhostedlie6up date/image s/" } http: / /www.gaf. com/Roofing /Commercial/Products /Single... 8/24/2011 FP0-- GAF MATERIALS CORPORATION Dens-Deck® PrimeTM Roof Board Perrlo Data Sheet Updated: 1/10 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 2 2011 City of Tukwila BUILDING DIVISION y RECEIVED AUG 25 2011 ?ERMIT CENTER Quality You Can Trust Since 1886... From North America's Largest Roofing ManutacturerTM .r • • Distributed by: DENS - DECK® TM GAF MATERIALS CORPORATION PRIME ROOF BOARD (1 of 2) Description Dens -Deck° Prime'" Roof Board combines an exceptional fire barrier, thermal barrier and recovery board used in various commercial roofing systems with a pre - primed surface to make the bond even stronger. The patented Dens - Deck ° design employs glass mat facings front and back that are embedded into a water resistant and moisture resistant treated gyp- sum core, providing excellent fire resistance, moisture resistance and wind uplift properties. The unique construction of Dens -Deck- Prime' provides superior flute spanning and will help stiffen and stabilize the roof deck. Additionally, Dens -Deck° Prime'" has been shown to with- stand delamination, deterioration, warping and job -site damage more effectively than roofing membrane substrates such as paper -faced gypsum board, fiberboard and perlite insulation. Primary Uses Roof system manufacturers and designers have found Dens -Deck° Prime' roof board to be compatible with many types of roofing systems, including: modified asphalt, single ply, metal systems, recover board, as well as an overlay - ment for polyisocyanurate and polystyrene insulation. Dens -Deck° Prime' can also be used as a form board for poured gypsum concrete deck in roof applications as wet as a substrate for spray foam roofing systems. 1/2" and 5/8" Dens - Deck's Prime" may also be used in vertical applications as a backer board or liner for the roof side of parapet walls. Dens -Deck° Prime' allows the bonding of cold mastic modified bitumen and torching directly to the surface. Refer to specific membrane system application instructions. System manufacturers and designers have found Dens -Deck° Prime' to be compatible with bonding adhesives for fully- adhered single -ply membrane applications and has been shown to extend the adhesive usage. Dens -Deck° Prime's exceptional moisture resis- tance and low R -value make it the preferred substrate for vapor retarders. An excellent fire barrier, Dens-Deck® Prime" features a noncombustible core and inorganic surface that offers greater fire protection than other conventional commercial roofing products when applied over combustible roof decks and steel decks. Dens -Deck° Prime'" is FM tested and approved as the only 1/2' gypsum product to meet the calorimeter requirements for conventionally insulated decks. Tested in accordance with ASTM E84, its surface burn- ing characteristics are Flame Spread -0 and Smoke Developed -0. 5/8" Dens -Deck° Prime "' can replace any generic type X gypsum board in any roof assembly in the UL Fire Resistance Directory under the prefix "P ". Limitations Dens -Deck° Prime'' is designed to act with a properly designed roof system. The actual use of Dens -Deck° Prime' roof board as a roofing component is the responsibility of the roofing system's designing authority. Manufactured by: GP Gypsum a Georgia - Pacific company 133 Peachtree Street, N.E. Atlanta, GA 30303 Technical: 1 -800- 225 -6119 Conditions beyond the control of G -P Gypsum such as weather conditions, dew, applica- tion temperatures and techniques may cause adverse effects with adhered roofing systems. Always consult the roofing system specific man- ufacturer's instructions for applying the various roofing types to Dens -Deck Prime" roof board. Panels must be kept dry before, during and after installation. Apply only as much Dens -Deck° Prime'" as can be covered by a roof membrane system in the same day. Accumulation of water due to leaks or conden- sation in or on Dens - Deck`s Prime' roof board must be avoided during construction and after construction. Avoid over -use of non - vented direct -fired heaters during winter months. Avoid application of Dens -Deck° Prime" during rains, heavy fogs and other conditions that may deposit moisture on the surface. When applying solvent -based adhesives or primers, allow sufficient time for the solvent to flash off to avoid damage to roofing components. Maximum flute span is 2 -5/8" for 1/4" Dens-Deck® Prime' ; 5" for 1/2" Dens -Deck° Prime'" ; and 8" for 5/8" Dens -Deck° Prime' Fireguard Type X. Refer to the installation instructions for the specific roof system to be installed for additional requirements. Technical Data Flame spread 0, smoke developed 0, when tested in accordance with ASTM E84 or CAN/ ULC -S102. Noncombustible when tested in accordance with ASTM E136. Dens - Deck's Prime' Fireguard: UL Classified when tested in accordance with ASTM E119. 1/4" Dens -Deck° Prime'" has been G -P sponsored tested with Factory Mutual for 60 psf and 90 psf wind uplift for BUR, EPDM, thermoplastics and modified bitumen roof systems. Higher wind uplift ratings have been achieved by numerous membrane manufacturers using Dens -Deck° Prime in their FMRC- approved construction designs. ro acts, Thickness Widths Lengths Edges Spanning Writ i19r,n1 ftaI 1/4" - 6.4mm; 1/2" - 12.7mm; 5/8" - 15.9mm Fireguard° type X 4' - 1220mm standard, 1/8" - 3mm tolerance 8' - 2440mm standard, tolerance 1/4 - 6.4mm; Optional: 4' - 1220mm available Square 1/4" Dens -Deck Prime spans flute widths up to 2 5/8" 1/2" Dens -Deck Prime spans flute widths up to 5" 5/8" Dens -Deck Prime spans flutes up to 8" wide ©2009 GAF Materials Corporation 01/10 60 www.gaf.com • 1- 800 - ROOF -411 .. Distributed by: DENS-DECK® PRIMETM GAF MATERIA CowPoa..: ROOF BOARD (2 of 2) Installation 1. Dens -Deck° Prime" should be used with fasteners specified in accordance with FM requirements and roof membrane manufacturer's written recommendations. 2. For wind uplift/FMRC compliance where Dens -Deck° Prime' is mechanically attached to metal decks, Dens - Deck° Prime'" shall be installed to the specifics of the FMRC design assembly. 3. For installations involving BUR, EPDM, thermoplastics and modified bitumen roof systems, call Technical Hotline at 1- 800 -ROOF -411 for fastener patterns of G -P's FMRC uplift assemblies. 4. In accordance with approved shop drawings, FM- approved fasteners shall be installed with plates through the Dens -Deck° Prime", flush with the surface. 5. Where Dens -Deck' Prime' is installed over combustible wood decks or insulation, all joints should be staggered. The optional separator sheet should be installed prior to Dens-Deck® Prime' installation. Manufactured by: a Georgia - Pacific company 133 Peachtree Street, N.E. Atlanta, GA 30303 Technical: 1- 800 - 225 -6119 6. Edge joints should be located on, and parallel to, deck ribs. End joints of adjacent lengths of Dens -Deck Prime should be staggered. 7. For FM Class 1 -60, fastener density typically is increased by 50% at the roof corners, in conjunction with FM- approved covering. 8. For FM Class 1 -90, fastener density typically is increased by 50% at the roof corners and roof perimeter, in conjunction with FM- approved covering. 9. Adhered Systems: Insta -Foam Products, Inc.'s Insta -Stik Adhesive used with 1/4" Dens -Decks Prime' achieved a FMRC Class 1 -180 according to test report 1Y7A5.AM in selected Class 1 insulated steel and concrete deck roof construction. Contact Insta -Foam Products, Inc. for details at 1- 800 -800 -FOAM. 10. Dens - Deck' Prime' shall be installed with ends and edges butted tightly. 11. Dens -Deck° Prime'" is manufactured to conform to ASTM C 1177. PHYSICAL PROPERTIES PROPERTIES 1/4" DENS -DECK* PRIME 1/2" DENS -DECK° PRIME 5/8" DENS - DECK °FIREGUARD° Thickness, nominal inches 5/16" 1/2" 5/8" Width, standard 4' 4' 4' Length, standard 8' ± 1/4' 8' ± 1/4" 8' ± 1/4" Weight, lbs. /M sq. ft., nominal 1100 1950 2500 Surfacing Glass mat/primed Glass mat /primed Glass mat /primed Flexural Strength, Parallel, lbs. min.° 40 805 1005 Flexural Strength, Perpendicular, lbs. min.' 50 1005 1405 Flute Spanability' 2 -5/8" 5" 8" Permeance Perms2 50 35 32 R Value' .28 .56 .67 Coefficient of Thermal Expansion, Inches /inch / °F 8.5 x 10-6 8.5 x 106 8.5 x 106 Linear Variation with Change in Moisture in /in / %RH 6.25 x 10-e 6.25 x 10° 6.25 x 10-5 Absorption, % max' 10.0 10.0 10.0 Compression, psi 500 500 500 Surface Water Absorption, grams' 2.5 2.5 2.5 Flame Spread Smoke Developed (ASTM E84) 0 0 0 Fire Classification UL Class A, ULC S -102 UL 1256, ULC S -126 FMRC Class 1 UL 1256, ULC S -126 UL Class A, ULC 102 FMRC Class 1 UL Classified "P" assemblies ULC S -101 FM Uplift Approvals 60 and 90 psf uplift FMRC 1 -60, 1 -90 FMRC 1 -60, 1 -90 'Tested in accordance with ASTM E661 (400 Ib. conc. load). 'Tested in accordance with ASTM C473. 'Tested in accordance with ASTM C355 (dry cup method). 'ASTM C1177 minimums. 'Tested in accordance with ASTM C518 (heat flow meter). ©2009 GAF Materials Corporation 01/10 61 www.gaf.com • 1 -800- ROOF -411 REVISIONS No chances shall bo made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fscs. Gtr F u r&M I T*4.26: 'Jf -o w R-0011.1 /Zoo 1 2_3 0 AmPu viG e geise IY cei SEPARATE PERMIT REQUIRED FOR: ® Mechanical Electrical Plumbing 121-Gas Piping City of Tukwila BUILDING DIVISION 0 fl a N U i9-G uc.-- Woee._ REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 2 2011 City of u wila BUILDING ISION u FILE COPY Permit No. DI Plan review approval is subject to errors and orni 'o ^s. Approval of construction documents does not aL4 T - the violation of any adopted code or ordinance R^c., ; t of approved Field Copy and conditions is acKnowledg„ i By Date: -11 City Of Tlukwila BUILDING DIVISION ®v CK- 1=VotiJ Scvi f PRA- ROOF- D12 or tat RECEIVED AUG 2 5 2011 PERMIT CENTER Ai L-1 1`I 1 "1 Coo L J 11 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 022011 City of Tukwila BUILDING DIVISION O2T- nyk-1 W 1*,UsE. ...s /V o L1J 0 2 )' " C R "r F= (..C2..01./ f r 2F rs' 5 i4uw 2 oa w\ — 11-R - 2. c) a ✓= Pka Z C-r' RECEIvP1 AUG 25 Lin PERMIT CENTE- City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JENNIFER WRIGHT PO BOX 9339 TACOMA WA 98490 RE: Permit No. D11 -292 CORT FURNITURE 1230 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/12/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 03/12/2012, 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, ifer Marshall it Technician File: Permit File No. D11 -292 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 011 -292 PROJECT NAME: CORT FURNITURE SITE ADDRESS: 1230 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # DATE: 08 -25 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS ing ivision r ire Prevention L_:: Public Works Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 08-30-11 Not Applicable Comments: Permit Center.Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions DUE DATE: 09 -27 -11 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PermitCenter Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople "er Friendly Page f • 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. Business and Licensing Information Name WRIGHT ROOFING INC UBI No. 600124445 Phone 2534723321 Status Active Address 6035 S Adams License No. WRIGHRI174QZ Suite /Apt. License Type Construction Contractor City Tacoma Effective Date 11/9/1983 State WA Expiration Date 11/5/2011 Zip 98409 Suspend Date County Pierce Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty 2 Effective a Expiration Status WRIGHR'265LSWRIGHT Construction Roofing Water 6/10/1974 11/5/1983 Archived ROOFING Contractor Proofing Business Owner Information Name R Role E Effective Date E Expiration Date WRIGHT, DAVE C 0 Cancel Date 01/01/1980 Amount WRIGHT, BUNNIE L 0 27 01/01/1980 4016325322 WRIGHT, JENNIFERA 0 05/06/2012 01/01/1980 Business Owner Information Name R Role E Effective Date E Expiration Date WRIGHT, DAVE C 0 Cancel Date 01/01/1980 Amount WRIGHT, BUNNIE L 0 27 01/01/1980 4016325322 WRIGHT, JENNIFERA 0 05/06/2012 01/01/1980 MARCELLE, RICK A 0 /26/2011 01/01/1980 0 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 TRAVELERS CAS & SURETY CO 0815103351168 11/05/2001 Until Cancelled $12,000.00 10/16/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 27 Valley Forge Ins Co 4016325322 05/06/2011 05/06/2012 $1,000,000.0004 /26/2011 25 VALLEY FORGE INS CO 4016325322 05/06/2009 05/06/2011 $1,000,000.00 05/05/2010 24 FIRST MERCURY INSURANCE CO FMWA000170 05/06/2008 05/06/2009 $1,000,000.00 05/02/2008 23 FIRST MERCURY INSURANCE FMFL001686 05/06/2007 05/06/2008 $1,000,000.00 04/10/2007 22 FIRST FMFL000757 05/06/2005 05/06/2007 $1,000,000.00 04/04/2006 21 CONTINENTAL CASUALTY CO 2000571808 05/01/2005 05/01 /2006 $1,000,000.00 04 /22/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 09/08/2011