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HomeMy WebLinkAboutPermit D10-197 - GRAINGER - REROOFGRAINGER 18380 OLYMPIC AV S EXPIRED OS -07 -11 D10 -197 City okkukwila a 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 Parcel No.: 7888900153 Address: 18380 OLYMPIC AV S TUKW Suite No: Project Name: GRAINGER DEVELOPMENT PERMIT Permit Number: D 10 -197 Issue Date: 08/13/2010 Permit Expires On: 02/09/2011 Owner: Name: DAVIS PETERSEN & ROSER Address: #2 BRIDLEWOOD CIR , KIRKLAND WA 98033 Contact Person: Name: CARL RHOADES Address: 12801 227 AV E , BONNEY LAKE WA 98391 Contractor: Name: FRANKLIN ROOFING ENTERPRSES INC Address: 1201 PACIFIC AV #1200 , TACOMA WA 98402 Contractor License No: FRANKRE987C8 Phone: 253 - 405 -6160 Phone: 253 770 -5950 Expiration Date: 06/12/2012 DESCRIPTION OF WORK: RECOVER EXISTING BUILT -UP ROOF (1 LAYER) WITH .060 MIL TPO SINGLE PLY ROOFING SYSTEM. REPLACE EXISTING COPING METAL. Value of Construction: Type of Fire Protection: Type of Construction: $72,885.00 Fees Collected: $1,975.10 International Building Code Edition: 2009 Occupancy per IBC: 0025 * *continued on next page ** doc: IBC -10/06 D10 -197 Printed: 08 -13 -2010 City aitI'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10 -197 Issue Date: 08/13/2010 Permit Expires On: 02/09/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. 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: _ / 1 \ �l k . k Date: I hereby certify that I have read and - ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie whether specified herein or not. The granting of this permit does not pre • e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or t rforn3aty�e of work. I#rt authorized to sign and obtain this development permit. Si ature: Print Name: av--1 ho es Date: / 3 -/0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -197 Printed: 08 -13 -2010 • City of Tukwila Department of Community Development G1 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 ""rte Phone:206- 431 -3670 Fax: 206 - 431 -3665 Web site: htqx//wwwci.tukwila.wa.us Parcel No.: 7888900153 Address: 18380 OLYMPIC AV S TUKW Suite No: Tenant: GRAINGER • PERMIT CONDITIONS Permit Number: D10 -197 Status: ISSUED Applied Date: 08/02/2010 Issue Date: 08/13/2010 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. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 D10 -197 Printed: 08 -13 -2010 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 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 construction or the performance of work. Signature: Print Name: 12. k o ccd e Date: F-/3-76 ordinances governing or local laws regulating doc: Cond -10/06 D10 -197 Printed: 08 -13 -2010 CITY OF TUK ILA 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. D10-1q7 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. 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 ** SITE LOCATION Site Address: 1 380 O1J w.« /hie, s. Tenant Name: 61 trAi,G e� Property Owners Name: Po V aV 1 S Mailing Address: ) * f v t ck E W c d C King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes City IA PI State CONTACT PERSON - who do we contact when your permit is ready to be issued Name: C- o.v` (2-VW e. GS Day Telephone: ■5 3- 405--&-d (Q O Mailing Address: 1 a- 01 a. g---7 +1, 4 V€ E . g c.A.v401 1--4-e_ W M t °l 3 q2 ( CO State Zip E -Mail Address: Grp"' \ *Q Vav\ &\ V• ‘C-DOC ‘C-DO I GCOr`'1CCS`F,VVe+ Fax Number: o�S3- J 39'- z?,4 (oO GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Y-0,V\1- c h 2 Ov� iti� Mailing Address: Po, PA X 3 t 1 13 Contact Person: C e A V-- 0.0k'e5 E -Mail Address: U- .N.-k -cv-c>`..4.k; v. 1,-o 1 h5Cd - GowtccS +c vi at Contractor Registration Number: F 0,1A N g 7 L i• C vl- -t Z-IA c , Pity "tkP k) k- , 6/8773 State Zip Day Telephone: 25 3 - 7-2 - 55 56 Fax Number: S3— - 3 Li (o 0 Expiration Date: X (0 19\ ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: City Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:\Applications\Porms- Applications On Line \2010 Applications \7 -2010 - Permit Applientiondoc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATI- 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 7.),/ % • o Existing Building Valuation: $ II Scope of Work (please provide detailed information): (2. . — G O v ey - € X 5 f- vvJG l7 �, \ Iti f vOC) \ 1avJe�� w t.-VV. D (o 0 r•,, I 'T PO S'kv.o5l e Ply v.. o'F.,v\ ( ke.pia(e .€Xst 4-1,Ay cop ihc w���a\ 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 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 2'd Floor 3`' Floor Floors thru Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 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 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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). 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER�QR AUT1J ZED AGENT: Signature: Print Name: C Cam,\`\ V.A/1-v G,f*e 5 Mailing Address: 1-1g- t k ? J V Q Date: 7- 3 v Day Telephone: 3 - Li Li S- b ((o a gON.Aroe_y oki-e Ian , ca 3 f Zip City State IDate Application Accepted: Date Application Expires:>_ Staff Initials: H: ApplicationsTorms- Applications On Line\2010 Applications \7-2010 - Permit Application.doc Revised, 7 -2010 bh Page 6 of 6 • 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 Parcel No.: 7888900153 Address: 18380 OLYMPIC AV S TUKW Suite No: Applicant: GRAINGER RECEIPT Permit Number: D10 -197 Status: PENDING Applied Date: 08/02/2010 Issue Date: Receipt No.: R10 -01466 Initials: User ID: WER 1655 Payment Amount: $1,975.10 Payment Date: 08/02/2010 02:32 PM Balance: $0.00 Payee: FRANKLIN ROOFING ENTERPRISES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3904 1,975.10 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $1,975.10 1,194.30 776.30 4.50 PAYMEN RECEIVE doc: Receiot -06 Printed: 08 -02 -2010 ....at....z..;_INSPECTION RECORD R eta i n a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • Ft' ,6300 Southcenter Blvd., #100-, Tukwila. WA 98188 (206) 431-3670 rPerniit Inspection Request Line (206) 431-2451 • El Project: .- • g, A ? AtAilea#41 Type of Inspection: - ir/ ,J'9 I- Address.: . . iek_7861_ et4903 1 ,_.5` Date-Galled: • a .5 5peciai Instructions: . . - Date Wanted: • 0 Requester Phone No: 4:45..a. —,•.-...ii Org—ea/4r7 Approved per applicable codes. E Corrections required prior to approval. D Inspe or: IDate:v. 1 c .ri REINSPECTION FEE REQU)REI Prior to next hitpection..fee must be paid at 6300 Southcenter Blvd...Suite 100., Call tascheduld reinspection. • :-r..-• • -ge,'.1.s120-,aa' renranr5•-..0Mcarcmit,e-P-P•un cv;rarzalp'esAn4-grtosevaimosem4; 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 Pro' ct: /a �` �v � �� Type of I spection: Pre - ke 2a,3 A A dress: i�3e0 v�rt,p;cittiL Date Called: . Special Instructions: (_ Qf tr r 7 e io -(fir ,er Date Wanted: "1 % _ N p.m. Requester: Phone 2 3-405 -(016o Approved per applicable codes. Corrections required prior to approval. COMMENTS: nsoector: `) Date: T1 01,0 0 $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: 1 SEPARATE rcrimiT REQUIRED FOR: 10,Machanical Electrical Plumbing Gas Piping City of Tukwila , BUILDING DIVISION aaS' s s REVISIONS No changes shall be 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 fees. 1 5 5 FILE COPY Permit No D1,0 -n1 Plan review approval is subject to errors and moons. Approval of construction documents does not authorize i _c violation of any adopted code or ordnance. Receipt c` approved Feld y is admowledged: By S= 13--10 City Of Tukwila BUILDING DIVISION Date: 5 5 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2010 CollY O ila BUILDING VISIOM Roo C tto,cr, s. 15' 0' RECEIV D AUG 02 201 PERMIT CEN R ,S = S o \e ve v\,*- l � c() olbw,p',c. Ave., S. Tu,tiw'11c, wr4. $t$g c ®40 '52 Ave LdcA§ ...- c). no •w A0 • RRNkLfl,i ta ENTERPRISES, INC. August 2, 2010 P0, Box 731113 • Puyallup, WA 98373 (253) 770 -5950 • Fax (253) 539 -3460 FRANKRE987C8 The existing coping metal will be removed. We will install #75 Base Sheet and mechanically fastened .060 Mil. TPO Roofing system. (manufactured by GAF) over existing 1 layer, granular surface built up roofing system. The drains will be replaced and new leader heads and coping metal will be installed. CO REVIEWED FOR pCCOMPLIANCE A ROVED AUG 12 2010 City of Tukwila BUILDING DIVISION ECEIVED AUG 02 20't PERMIT C NTEr Product Data Sheet EverGuard® TPO 60 mil Membrane Description GAF EverGuard® TPO 60 mil thermoplastic polyolefin single -ply membrane systems have been engineered to provide superior long -term performance and enhanced durability. Strong, flexible EverGuard TPO 60 mil membrane is suitable for use in all types of single -ply systems: Mechanically Attached, Fully Adhered, and Ballast Applied Compared to other heavy -duty single -ply EPDM, PVC and TPO membranes, GAF EverGuard TPO 60 mil roofing membrane provides the benefits of all three materials in a single membrane: low installed cost, heat welded seams, white reflective color, and no liquid plasticizers. Applicable Standards UL Listed, FM Approved, Dade County Product Approval, Florida Building Code Approved, CRRC Listed, Title 24 Compliant, ENERGY STAR" Listed, ASTM D6878. Title 24* Compliant Physical Properties ASTM Test Method ASTM 6878 Minimum EverGuard Typical Test Data 1. Certain data is provided in MD (machine direction) x CMD (cross machine direction) format. 2. Data is based upon typical product performance, and is subject to normal manufacturing tolerance and variance Nominal Thickness ASTM D -751 0.039" (min.) 0.060" Breaking Strength ASTM D -751 Grab Method 2201bf /in. 330 lbf x 310 lbf Factory Seam Strength ASTM D -751 66 lbf 120 lbf (membrane failure) Elongation at Break ASTM D -751 15% 30% Heat Aging ASTM D -573 90% Retention of Breaking Strength and Elongation at Break 100% Tear Strength ASTM D -751 8" x 8" Sample 55 lbf 70 lbf x 150 lbf Puncture Resistance FTM 101C Method 2031 Not Established 380 lbs. Cold Brittleness ASTM D -2137 -40 C -40 C Permeance ASTM E -96 Not Established 0.01 Penns Dimensional Change ASTM D -1204 @158 F, 6 hrs. +/- 1% 0.4% Water Absorption ASTM D-471 @158 F, 1 week +/- 3.0% (top coating only) 0.7% Hydrostatic Resistance ASTM D- 751Method D Not Established 430 psi Ozone Resistance ASTM D -1149 Pass No visible deterioration @ 7 x magnification No visible deterioration @ 7 x magnification Reflectivity (white) ASTM C1549 N/A 0.76 Emissivity (white) ASTM C1371 N/A 0.90 Product Data Roll Size Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation Colors Full Roll Size Full toll Weight 11a1f Roll Size White, Tan, Gray, 10' x 100' 322 lbs. 5' x 100' Regal Red, Regal Blue, s Hartford Green (1,000 q ft. ) (500 sq.ft.) Half Roll Weight 162 lbs. 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. * White Membrane Only Product Data Sheet 2 14 t< UEIVED AUG 02 2010 PERMIT CENTER NON - INSULATED TPO MECHANICALLY ATTACHED SYSTEMS SPECIFICATION PLATE Membrane Type T= TPO P= PVC E= EFONI 1 Construction type N =New R = Recorer T = Tear-Off (Complete) Insdation I = InscdatHd N = Non - Insdated 1 T MA R N 60FB Membrane Attachment MA = NIecharically Attached FA = Fully Adhered BA = Ballast Apdied 1 Membrane (ttidmess and type) 45= 45 mil Smmth 60= 60 mil Smooth e0= 80 mil Smooth 47D = 45 mil Fleece Barked 6CFB = 60 mil Fleece Balked 8178 = 80 Ml Reece Balked Specification Number Attachment Type Construction Type Insulation TPO Thickness Guarantee Length Up To (Years) T-MA-N-N-45 Mechanically Attached New No .045 12 T-MA-N-N-60 .060 15 T-MA-N-N-80 .080 20 TMA -T N-45 Mechanically Attached Tear Off No .045 12 TMA -T N-60 •060 15 TMA -T N-80 .080 20 TMA- R -N-45 Mechanically Attached Recover No* .045 12 _ T-MA-R-N-60 .060 15 T- A -R- -80 .080 20 T-MA-N-N-45FB Mechanically Attached New No .045 FB 12 TMA- N- N-60FB .060 FB 15 TMA- N- N-80FB _ .080FB 20 T-MA-T-N-45FB Mechanically Attached Tear Off No .045 FB 12 TMA -T N-60FB .060 FB 15 TMA- T-N -80FB .080FB 20 T-MA-R-N-45FB Mechanically Attached Recover No .045 FB 12 TMA- R- N-60FB .060 FB 15 TMA- R- N-80FB .080FB 20 * Separator Sheet required; 3/6 oz polymat or FR 50/10 Refer to Insulation Attachment and Membrane Attachment Tables for attachment requirements. Mechanically attached system require the use of half sheets. 71 RECEIVED AUG 0 2 2010 PERMIT CENTER IDIRIULL•TEam .tr> PRODUCT DESCRIPTION The DrilhTec Heavy Duty ASAP° 2S (Assembled Screw and 2' Steel Barbed Plate) is designed to secure single -ply membrane to steel and wood substrates. The Drill-Tec Heavy Duty ASAP° 2S is a DriIFTec Heavy Duty #14 Fastener assembled with a Drill- Tec 2' Galvalume° Barbed Plate. The DrilhTec Heavy Duty ASAP° 2S is available in lengths from 2'- 16'. Longer lengths are assembled to order. APPLICATION The Drill-Tec Heavy Duty ASAP° 2S must penetrate steel decks a minimum of 3/4' and wood decks a minimum oft'. Drive the fastener until the screw head is seated securely; with very rigid insulation boards, watch for the plate to dimple. For the fastest, most - effective method of installation, use the TaIIBoy° or ShortBoy° tool. For steel decks, Factory Mutual requires that the fastener penetrate the deck at the top flute. Pull test should be performed for wood decks. The data below is constant for each Drill -Tec Heavy Duty ASAP' 2S Fastener. Thread Diameter: .245 Shank Diameter. .190 Head Diameter: .435 Head Style: #3 Phillips Truss Head` Coating: CR -10 Plate Material: Galvalume° steel 8#3 phillips bit included in each carton. 862A 862B 862C 862D 862E 862F 862G 8621 862K 2" Full 3" Full 4" 3" 5" 4" 6" 4" 7" 4" 8" 4" 10" 5" 12" 5" 250 250 250 250 250 250 250 200 200 12 Ib 14 Ib 16 Ib 18 Ib 20 Ib 22 Ib 24 lb 23 Ib 26 Ib Recommended By Major Manufacturers, Including: GAF MATERIALS CORPORATION CEWVED AUG 02 2010 PERMIT CENTER DRILL•TEC Hea Duty ASAP® 2 ASSEMBLED SCREW AND 2" STEEL PLATE APPROVED Fast Facts The Drill- Tec Heavy Duty ASAP° 2S is designed to secure single -ply membrane to regular and heavy steel and wood decks. FEATURES & BENEFITS • Heavier shank & thread diameters than most "heavy duty" roofing fasteners. • Deep thread for high pull -out resistance. • Extra sharp spade point for quick installation in new or reroof applications. • Assembled with a 2" Barbed Galvalume° Plate. COATING Drill- Tec CR -10 corrosion resistant coating exhibits less than 15% red rust after 30 Kesternich cycles. CR -10 coating exceeds F.M. Approval Standard 4470. PLATES & ACCESSORIES For best installation results, use a variable speed 0 -2500 rpm screw gun. See Accessories section. For the fastest, most effective method of installation, use the TallBoy' Installation .GAFGLAS® Mr= # 75 BASE SHEET Description GAFGLAS#75 Base Sheet is a premium roofing base sheet constructed with a strong glass mat that is coated on both sides to assure a closed -sheet design to prevent asphalt bleed- through. The sealed sheet also serves as an effective flame retarder for the application of torch - applied modified bitumen membranes. Uses GAFGLAS#75 Base Sheet is engi- neered for use in the construction of GAFGLAS built -up and RUBEROID® modified bitumen roofs. It is suitable for nailable specifications, such as plywood, where bleed- through is a concern. Iicable�Standards - -# monr Meets ASTM D4601, Type I1 FM Approved ICC ESR # 1274 Miami -Dade County Product Control Approval ULNLc Listed (17(YR P.Ap Matnrialc (:nrnnratinn 7 /f1R aft Advantages • Extra strength for excellent nail - holding ability. Superb tensile strength and resilience and no bleed through, thereby reducing risks of splitting and cracking of membrane. • Will not rot, curl, or shrink; dimensionally stable for improved membrane performance. • Designed to meet UL Class A ratings. • Rolls out flat for easy installation. • System guarantees are available for up to 20 years. Roll Size 3 squares (320.1 gross sq.ft.) (29.7m2) Roll Length 97.5' (29.7m) Roll Width 39.375" (1.0m) Approx. Roll Weight 68 Ibs (30.8kg) RECEIVED AUG 02 2010 PERMIT CENTER *AAIW naf rnm Description Product Data Sheet EverGuard® TPO Accessories The GAF Everguard® TPO single -ply roofmg system includes an extensive line of EverGuard TPO flashing accessories for use with EverGuard TPO roofing systems. EverGuard flashing accessories are heat welded to the EverGuard roofing membrane. They are easy to install and provide secure protection from roof edge to parapet to penetration to wall. The following EverGuard TPO flashing accessories are available in standard colors of white, gray and tan unless otherwise noted. Product Description Benefit/Application Quantity/Size Weight Preformed Vent Boots • 75 mil molded membrane • One standard sire accommodates most common pipes and conduits • Supplied with stainless steel clamping rings • Fits 1" - 6" diameter pipes • 6 Vent Boots per carton 9 lbs/carton Preformed Corners • 60 mil thick molded membrane • Universal style corner accommodates both inside and outside comers of base and sub [lashings • 4" x 4" with 6" flange • 20 Comers per carton 6 lbs/carton UN -55 Detailing Membrane • 55 mil thick =reinforced membrane • White, Tan, Gray, Regal Red, Regal Blue, Hartford Great (Energy Tan in the West) • Altemative flashing/reinforcement material for penetrations and comas • Required wherever preformed vent boots cannot be used • 24" x 50' roll 28 lbs/roll TPO 45 mil Utility Flashing Strip • 45 mil thick reinforced membrane • White, Tan, Gray, Regal Red, Regal Blue, Hartford Green (Energy Tan in the West) • Use for stripping in coated metal flanges • 8" x 100' roll 18 lbs/roll Coated Metal Sheets • 24 gauge steel with a 25 mil thick membrane film • White, Tan, Gray, Regal Red, Regal Blue, Hartford Green (Energy Tan in the West) • TPO membrane is laminated to galvanized sheet metal • Cuts and forms like standard sheet metal • Field and flashing TPO membrane heat welds directly to coated metal • For metal gravel stop and drip edges, metal base and curb flashing, sealant pans and scupper sleeves • 4' x 10' sheets • 10 or 30 sheets per pallet 47 Ibs/sheet UN-55 T-Joint Cover Patches • 55 mil thick =reinforced membrane • Conforming membrane seal for use over T- Joints in 60 and 80 mil membrane applications • 100 patches per box 9 Ibs Cut Edge Sealant • Solvent -based liquid sealant • Clear • Sealant provided in squeeze bottle for use along all cut reinforced edges • 1 pint bottle • 12 bottles/carton • 100 lineal feet per pint @ 1/8" diameter bead 24 lbs/carton Wallcway Rolls • 125 mil extruded and embossed TPO • Gray Only • Herringbone traction surfacing in gray color • Available in rolls • Heat welds directly to membrane or installed with seam tape • 30" x 50' 118 lbs /roll 1/9/2009 Notes: 1. Mass and dimensions stated are nominal unless otherwise indicated. 2. Store accessory flashing materials in original carton, rolls, or sheets on pallets or shelving in a dry area. ECEOVED AUG 02 2010 PERMIT CENTER Product Description Benefit/Application Quantity/Size Weight TPO Cover Tape • 30 mil TPO membrane laminated to white butyl tape • For use in stripping in primed galvanized edge metal • For use in 10 & 15 year guarantees only • 6" x 100' roll • 2 rolls/carton 50 lbs/carton Preformed Split Pipe Boots • Boots are fabricated from 45 mil thick reinforced TPO membranes •Three standard sizes are split to accommodate most common pipes and conduits 6 Boots/carton Stock Sizes 1 " -2" 3 " -5" 6 "-8" Special order Size 9" -II" 7.5 lbs/carton 7.5 lbs/carton 11 lbs/carton 11 lbs/carton RTA (Roof Transition Anchor) Strip • 6" x 100' 45 mil reinforced TPO membrane with pressure sensitive adhesive • White only •To be installed on horizontal surfaces Using plates and fasteners as a base attachment in fully adhered and Freedom", systems 6" x 100' rolls 2 rolls/carton 34 lbs/carton Corner Curb Wraps • Corners are fabricated from 45 mil thick rein- • forced TPO membrane •Four Standard sizes to flash curbs that are 24 ", 36 ", 48" and 60" in size. •Four comers are required to flash the curb. 4 Curb Wraps/carton. Stock Sizes are: 13.5" 19.5" 25.5" 31.5" Special order sizes: 7.5" 37.5" 5.6 lbs/carton 7.4 lbs/carton 10.7 lbs/carton 12.5lbs/carton Preformed Expansion Joint Covers • 60 mil thick reinforced TPO membrane • White only • 5 standard sizes to accommodate most applications •Two convenient styles available to accommodate both Roof - to-Roof and Roof - to-Wall applications. Sizes are 4 ", 6 ", 8 ", 10 ", 12" Bellows 50 foot rolls Ranges from 50-65 lbs. EverGuard SA TPO Standing Seam Profile • 1 -1/2 " wide x 1 -1/4" high x 10' in length profile with pressure sensitive adhesive and release liner • White, Tan, may, Regal Red, Regal Blue, Hartford Green •Applied over TPO roofing systems to simulate standing seam metal roof. *Factory applied adhesive and release liner for easy installation on primed surfaces. •Butt end aligned with dowels provided with the profiles 10' lengths 30 profiles/carton with connecting dowels 47 lbs/carton Freedom 5' -0" Dual HW (Heat Wes) Flashing • 45 mil and 60 mil reinforced membranes 'Eliminates wasted membrane because of the two HW edges. •6" HW edge allows for more flexibility and easier installation 5' x 50' 761bs EverGuard TPO Fluted Corner • 8" diameter nominal 50 mil non- reinforced TPO membrane •For use in flashing outside corner of base and curb fleshings 20 Comers/carton 3 lbs/carton 1/9/2009 RECEIVED AUG 0 2 2010 PERMIT CENTER Product Description Benefit/Application Quantity /Size Weight Square Tube Wraps • Square tube wraps are fabricated from 45 mil thick reinforced TPO membrane • Fast efficient alternative to field fabrication • Tube wraps are split with a designed overlap so they can be wrapped around square or rectangular tubing and ensure a solid weld • Available in three standard sizes 6 Tube Wraps per carton Three Sues: 4" x 4" 4" x 6" 6" x 6" 6-7 ibs/carton Inside Corners • Inside Comers are formed using unreinforced membrane to a nominal 50 mil thickness • Manufactured to accommodate inside comers of base and curb flasbings • Designed for ease of welding in tight areas 20 Corners per carton 6" x 6" x 5 1/4" 3.5 lbs/carton Pourable Sealer Pocket • Pourable Sealer Pocket is molded with TPO compound to a nominal 70 mil thickness • White Only • Provides a structural foundation for application of EverGuard Pourable Sealant with primer or a non- shrinking grout • Lower cost than coated metal fabricated pockets • Ideal for waterproofing irregular shaped roof penetrations • Pocket can be split and flashed with detailing membrane for applications around continuous pipes or pennons 6 Pockets per carton 9" x 6" x 4" oval with 3" base flange 6.5 lbs/carton Drain • Spun Aluminum drain preflashed with 55 mil unreinforced TPO membrane • White Only • For use in waterproofing low slope roof drains • Fast efficient alternative to field fabrication 3 Drains per canon 10 sizes available: 1 1/2" to 6" in half inch increments 3.25 — 3.70 lbs/carton Scupper • Manufactured out of TPO Coated Metal and 55 mil unreinforced membrane • White Only • For use in waterproofing wall scuppers • Eliminates unnecessary flashing to waterproof the wall opening 2 Scuppers per carton 4" x 6" x 12" g" x l0" x 12" 5 -9 lbs/carton Vent • Manufactured out of reinforced 45 mil TPO membrane and galvanized steel . White only • For use in venting low slope me e.hanieally attached roofs • Limited to one -way flow to avoid moisture buildup within the roofing structure and material 2 Vents per carton 12 lbs/carton 1/9/2009 RECEIVED AUG 02 2010 PERMIT CENTER 06 -30 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CARL RHOADES 12801 227 AV E BONNEY LAKE WA 98391 RE: Permit No. D10 -197 18380 OLYMPIC AV S 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 Di- vision 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 08/07/2011. 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 08/07/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D10 -197 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 01 -03 -2011 Departme CARL RHOADES 12801 227 AV E BONNEY LAKE WA 98391 0 . V l i i Jim Haggerton, Mayor t of Comamaunitty Devi - lopment RE: Permit No. D10 -197 18380 OLYMPIC AV S TUKW Dear Permit Holder: Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 02/12/2011. 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 02/12/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D10 -197 6300 Southcenter Boulevard, Suite #100 © Tukwila, Washington 98188 © Phone: 206 - 431 -3670 e Fax: 206 - 431 -3665 • PLAN 0 TING SLIP ACTIVITY NUMBER: D10 -197 PROJECT NAME: GRAINGER SITE ADDRESS: 18380 OLYMPIC AV S X Original Plan Submittal Response to Incomplete Letter # DATE: 08 -02 -10 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: g"Divi v � v dln Ivlslon Public Works n FtN krt ire Prevention f � n PlatAAg Division Structural ¶ A G Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 08-03-10 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: DUE DATE: 08 -31 -10 Approved ❑ Approved with Conditions $ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentsfrouting slip.doc 2 -28 -02 Contractors or Tradespeople Flier Friendly Page • 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 FRANKLIN ROOFING ENTRPRSES INC UBI No. 602168473 Phone 2537705950 Status Active Address 1201 Pacific Ave #1200 License No. FRANKRE987C8 Suite /Apt. License Type Construction Contractor City Tacoma Effective Date 6/12/2002 State WA Expiration Date 6/12/2012 Zip 98402 Suspend Date County Pierce Specialty 1 Roofing Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status FRANKRE063Q3FRANKLIN ROOFING ENTERPRIZES Construction Contractor Roofing Unused 11/23/1994 6/13/2002 Archived Business Owner Information Name Role Effective Date Expiration Date PETERSON, CARL R Agent 04/10/2002 Amount FRANKLIN, MITCHELL RAY President 04/10/2002 FRANKLIN, JENNY LEE Secretary 04/10/2002 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 2 GREAT AMER INS CO OF NY 7902865312 03/11/2003 Until Cancelled $6,000.00 03/03/2003 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 7 FIRST MERCURYFMWA001453 INS CO 06/01/2010 06/01/2011 $1,000,000.00 05/25/2010 6 FIRST MERCURY FMWA000194 06/01/2008 06/01/2010 $1,000,000.0005 /29/2009 5 FIRST MERCURY FMFL001795 06/01/2006 06/01/2008 $1,000,000.00 05/22/2007 4 FIRST MERCURY INS CO FMFL000332 06/01/2006 06/01/2007 $1,000,000.00 05/31/2006 3 ADMIRAL INS CO CA0000049320206/01/2005 06/01/2006 $1,000,000.0006 /03/2005 2 CLARENDON NATIONAL INS HML0001454 06/01/2002 06/01/2005 $1,000,000.00 06/14/2002 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 08/13/2010