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Home My WebLink AboutPermit D08-464 - LA PIANTA LLC - QWEST - REROOFQWEST 6101 S 180 ST EXPIRED OS -30 -09 D08 -464 Parcel No.: 3523049120 Address: 6101 S 180 ST TUKW Suite No: Tenant: Name: QWEST REROOF Address: 6101 S 180 ST , TUKWILA WA City.' Tukwila Owner: Name: LA PIANTA LLC Address: PO BOX 88028 , TUKWILA WA 98138 Phone: Contact Person: Name: KYLE AUHL Address: 3225 S 116 ST , TUKWILA WA 98168 Phone: 206 255 -0920 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 Contractor: Name: MEYER BROTHERS ROOFING INC Address: 7777 DETROIT AV SW , SEATTLE WA 98106 -1903 Phone: 206 762 -9418 Contractor License No: MEYERBR142LL DESCRIPTION OF WORK: REPAIR SECTION AND REMOVE EXISTING 3 -PLY ROOF IN A 90 SF SECTION. MECHANICALLY FASTEN A 1/2 DENS DECK OVER EXISTING INSULATION. APPLY (2) LAYERS OF BASE SHEET AND (1) CUP SHEET WITH ASPHALT. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 $43,189.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 - 464 Issue Date: 10/22/2008 Permit Expires On: 04/20/2009 Expiration Date: 12/31/2008 Fees Collected: $1,989.35 International Building Code Edition: 2006 Occupancy per IBC: D08 -464 Printed: 11 -18 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Print Name: .4 5'-P ,1 - ° doc: IBC -10/06 City oterukwila 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 I hereby certify that I have read and >�1' 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 ance of work. authorized to sign and obtain this development permit. Signature Date: l7 /8 e'ti Permit Number: D08 -464 Issue Date: 10/22/2008 Permit Expires On: 04/20/2009 Date: I N 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 -464 Printed: 11 -18 -2008 Parcel No.: 3523049120 Address: 6101 S 180 ST TUKW Suite No: Tenant: Name: QWEST REROOF Address: 6101 S 180 ST , TUKWILA WA Owner: Name: LA PIANTA LLC Address: PO BOX 88028 , TUKWILA WA 98138 Phone: Contact Person: Name: KYLE AUHL Address: 3225 S 116 ST , TUKWILA WA 98168 Phone: 206 255 -0920 Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cityef 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.tulcwila.wa.us Contractor: Name: CENTIMARK CORPORATION Address: 12 GRANDVIEW CIRCLE , CANYONSBURG, PA 15317 Phone: 800- 558 -4100 Contractor License No: CENTIC *099NZ DESCRIPTION OF WORK: REPAIR SECTION AND REMOVE EXISTING 3 -PLY ROOF IN A 90 SF SECTION. MECHANICALLY FASTEN A 1/2 DENS DECK OVER EXISTING INSULATION. APPLY (2) LAYERS OF BASE SHEET AND (1) CUP SHEET WITH ASPHALT. $43,189.00 IDEVELOPMENT PERMIT Fees Collected: $1,989.35 International Building Code Edition: 2006 Occupancy per IBC: * *continued on next page ** Permit Number: D08 - 464 Issue Date: 10/22/2008 Permit Expires On: 04/20/2009 Expiration Date: 06/16/2009 008 -464 Printed: 10 -22 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End lime: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will complie The granting of this p construction or Signature: Print Nam doc: IBC -10/06 City aTukwila 8 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us N • • es not anc of Date: l D (22[0$ ed this permit and know the same to be true and correct. All provisions of law and ordinances ether specified herein or not. ume to give authority to violate or cancel the provisions of any other state or local laws regulating authorized to sign and obtain this development permit. Date: 4/ Permit Number: D08 - 464 Issue Date: 10/22/2008 Permit Expires On: 04/20/2009 Private: Public: Profit: N Non - Profit: N Private: Public: 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 -464 Printed: 10 -22 -2008 Parcel No.: 3523049120 Address: 6101 S 180 ST TUKW Suite No: Tenant: QWEST REROOF 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -464 Status: ISSUED Applied Date: 10/15/2008 Issue Date: 10/22/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: 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 -464 Printed: 11 -18 -2008 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. • City of Tukwila G v 5' 4 .-.. i'l -P�1e- Date: (/ ' /S doc: Cond -10/06 008 -464 Printed: 11 -18 -2008 Parcel No.: 3523049120 Address: 6101 S 180 ST TUKW Suite No: Tenant: QWEST REROOF 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 464 Status: ISSUED Applied Date: 10/15/2008 Issue Date: 10/22/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: 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 Pukwila. 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 -464 Printed: 10 -22 -2008 The granting of this permit do construction or the perfo Signature: Print Name: 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. o of • resume to c • work. 7Aiir j/ fi 've authority to violate or cancel the provision of any other work Date: ordinances governing or local laws regulating doc: Cond -10/06 ' D08 -464 Printed: 10 -22 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukvvila.wa.us Tenant Name: Ca,✓G5+ Property Owners Name: Q•' ' 04— Mailing Address: 47 l(Dt S. tece co+ T''��w�L1LJ4 Name: tA le Mailing Address: 3`1')-S S. {ILO- Si- 'SL ; ? to E -Mail Address: GENERAL CANT (Contractor Information for Company Name: (, Mailing Address: 33;5 S. l /b S i h _ `O Contact Person: /&(1 - 4 -64 Contractor Registration Number: Company Name: Mailing Address: Contact Person: E -Mail Address: Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building;Pernt t l fo. Permit Nc Plurnbzn lGas;Per it Nn. Pub Woarks P rmil loci, Protect £t 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 ** Kins. Co Assessor's Tax No.: !T7 L '✓ O" l "' 1 1 Site Address: Co (O% cp. ( 80P t Suite Number: Floor: City New Tenant: ❑ Yes ❑ ..No State Zip o C ontact wheayou pei is rcady`to be issugd! CONTACT PERSQ Day Telephone: O(pr s S'O ;-O it-t4/1 IA 9216$ City State Zip Fax Number: ;XXV'" 3- gi'8 d': Gas Piping ( 1„./4 gel(vg City 1 State Zip p Day Telephone: OG- E -Mail Address: Fax Number: ac4 ' ' ?L-/ 5' R /tig Expiration Date: ARCHITECT b Ar hifect of R ca amped State City Day Telephone: Fax Number: ENGINEER. OF RECORD All plans' Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip Zip Page 1 of 6 BUILDING P Valuation of Project (contractor's bid price): $ i s, { a 47-S1- Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes Existing Building Valuation: $ ' ovl� e1.I5 i∎ 3 ? kt - ❑.. No If yes, a separate permit and plan submittal will be required. 2 Floo1 Flo Basemen Access() SI Attae red gE Detached "Gi Attached Ca Detached C Covere Uncov Type of upancy per 1BC 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 Cr] None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q \Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 BUILDING OW Signature: Mailing Address: Date Application Accepted: A 4T D AGENT: 1(kG Q: \Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City 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. Date Application Expires: { (,11 v' Date: {(9 Print Name: a A0 k I Day Telephone: X)( - 096 9 : 1G State Zip Staff Initials: Page 6 of 6 Parcel No.: 3523049120 Address: 6101 S 180 ST TUKW Suite No: Applicant: QWEST REROOF Receipt No.: R08 -03520 Initials: JEM Payment Date: 10/15/2008 11:25 AM User ID: 1165 Balance: $0.00 Payee: CENTIMARK TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1429394 1,989.35 ACCOUNT ITEM LIST: Description r1nn. RPrAint -OR BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 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 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Permit Number: D08 -464 Status: PENDING Applied Date: 10/15/2008 Issue Date: Payment Amount: $1,989.35 1,498.00 486.85 4.50 Total: $1,989.35 rn re Printarl. 1 O -1! 1i -90f1R je CQMMENTS: Ile kA( s 1-9 G v 6 n A AV -- ro r y ( ee . Mir--u A i l 00 6,) 4 T Kw. Lac- g u : U.'4 . Oe � Ate 10 n .1 a � � x C 6 , < -r I i e-- TOOF "1. Special Instructions: eA7 /e_ roo no( A4- p / , zi k iA f i c 0 .' ,) – r ( �`7' e9 r 0 1 00v C4 _ ( (0 � 1 J P..- - J Q NA. c. ) r J p -!)A 0, / et e Bc–,!1( ii-- /:. ii.t Project: c,�1 Y6--� d�-a o e Type of Inspection: R die sic) Address: (4 I S∎ 50S1 Date Called: Special Instructions: Date Want d: (gm,, RequestePPPP: Phone No: ,_5 -cc - S vas 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. Inspector. Corrections required prior to approval. (Date: t� Ei $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, feelmust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: .1 PAGE 01010 -4 SECTION 01010 SUMMARY OF `YORK Ef 'mss t City 0 ukwila Permit 140 B U DIVISION C11 y R OF EIV Ep A. Documents affecting work of this Section inclqde, but, arp„ pot_ necessarily- limited'to.'General /lLA Requirements, bidding cuents anddrawings. -- ' OL' T 5 1008 P 1.2. SUMMARY OF WORK: / - ERMir 1. PART 1 - GENERAL 1.1. RELATED DOCUMENTS: KtV1tiNtV rum CODE COMPLIANCE APPROVE OCT 2 0 21Of19 A. Work includes: Upper Roof 1. Any electrical disconnect or reconnect work shall be performed by Johnson Electric, Qwest's recommended electrical contractor. (Johnson Electric, Jeff Johnson, 425 -821 -8226, jeth u.johnsonelecuric con") Roofing contractor to subcontract Johnson Electric as needed. 2. Where removal and reinstallation of mechanical equipment is required, the work shall be performed by Johansen Mechanical, Qwest's recommended mechanical contractor. (Johansen Mechanical, Keith Johansen, 425 - 527 -1031, keithj ii johansenmech.com) 3. Remove the existing mineral surfaced BUR down to the existing perlite cover board insulation that covers the existing polyisocyanurate insulation and dispose thereof. All perimeter and equipment base tlashings to be removed as well. 4. Mechanically fasten one layer of 'h" Dens Deck Prime cover board over the existing perlite insulation using screws and plates. 5. Install new tibered cant strips in insulation adhesive. 6. Install self-adhering membrane at all base Flashing angles of a sufficient width to cover 4" above top of cant strip and 4" out onto the Dens Deck. Install self - adhering membrane around all projections and penetrations and onto the Dens Deck. 7. Install one layer of 160 mil heat applied smooth SBS modified bitumen membrane. 8. Install one layer of 160 mil heat applied granulated SBS modified bitumen membrane. 9. Base flashing shall consist of one layer of 160 mil heat applied smooth SBS modified bitumen membrane and one layer of 160 mil heat applied granulated SBS membrane modified bitumen membrane. 10. Install new granules to SBS asphalt bleed -out. 11. Install 3- course application of asphalt mastic and reinforcing mesh -to all vertical base Clashing laps. Once cured, neatly coat mastic with non- fibered aluminum coating. 12. Raise curbs as needed to achieve 8" base flashing height. 13. install new soldered lead jacks at all HVAC platform supports, round_ penetrations, square supports with rounded comers, etc. Band top of lead jacks with plumbers clamps. Seal over top of lead jacks and plumbers clamps with Alsan and PolyFleece. Counter Clash over Alsan with and uncured EPDM membrane and band top of EPDM with plumbers clamp. f4. On North perimeter expansion joint, install Alsan and PolyFleece to all metal joints on the South side of the neoprene billow. Joints shall be taped so finished Alsan application shall be neat. 15. Install pre- finished new sheet metal skirting at all curbs and at North perimeter expansion joint. 16. Replace perimeter coping metal with new. Reuse continuous metal cleat if present and where possible, install new as required. 17. Install new treated wood blocking to replace existing. 18. Re -work existing drains and overflows per drawings and manufacturer's recommendations. 19. Install new walk pads to match existing configuration. Include approximately 100 w alk pads in base bid. Additional walk pads shall be per the unit price on the Bid Proposal Foram. Walk pads to be set in dabs of asphalt mastic. 20. Install walk pads under wood blocking and under all appurtenances that set atop the new membrane W alk pads to be set in dabs of asphalt mastic. 21. Install new sheet metal enclosures per drawings to replace existing. 22. Reinstall lightning protection system. Attachment points new roof system to he set in polyurethane sealant. ( )WEST: TUKWIi.:\ CYBER CENTER SL J NARY OF WOR V`� Features Benefits Reduces adhesive use in singe -ply systems by up to 50 percent Significant cost savings Fewer fasteners required for higher wind u plift resistance Lower instaiir :tion cost ■ 11�I inimiz.es blistering during torch application of modified bitumens Allows for a more consistent bond Darker color that accelerates c #r inc of surface Y .� after moisture exposure s f tr moisture C)irninishe., risk o, rapped noi�Eure Glass mat is encapsulated v".'ith co ating Reduces skin irritation from exposed c Iris fibers High - strength bonds with both adhesive and modified bitumen Improves wind uplift performance and reduces fastener recf } Allows uniform drying of single -ply adhesives and cold mastics Facilitates a more consistent bond without blisters f<3oisture resistant core Superior mold and fire resistance Glass mats embedded 1'1 o core: on both faces Results in dimensional stability and rig prevents warping cniV MILA Georgia-Pacific p ore No. OCT 15 7008 DensDeckPrt PERMIT CENTER Roof Board Featuring a non - asphaltic, m ate raf surface treatment for an enhanced bond and reduced fasteners. KtVLtW) tt�R COD `' ° NCE Fewer fasteners r q real A :ryin tit r re Uses: • Fully-adhered single ply systems • Torch and cold - applied modified bitumen systems Other commercial roofing systems where a sealed surface is desirable for a highly consistent bond Min. 500 psi Moisturs- Resistant Treated Gypsum Core Non -Woven Gino* Mats Embedded into Both Foots All the properties of DensDeck, PLUS... Greater a more tore consistent, stronger bond • Reduces adhesive re uirements T. DensDeck Prime® Properties, Standards and Classifications Thickness, inches, nominal Width, standard Length, standard' Weight, Ibs./sq. ft., nominal Surfacing Treatment to one side 1.15 Flexural Strength; parallel, lbs. min. 40' Flute Spanability' 2' /e" Permeance? Perms 50 "R" Value' .28 Linear Variation with Change in Temp., in /in °F Linear Variation with Change in Moisture, in /in %RI-I Water Absorption' % max Compression Strength, psi nominal Surface Water Absorption; grams, nominal Flame Spread, DFSmoke Developed (ASTM E 84) Fire Classification FM Approvals' Bending Radius 5' Georgia -Pacific Gypsum TECHNICAL INFORMATION Georgia- Pacific Gypsum Technical Hotline U.S.A. and Canada: 1-800-225-6119 Mon.-Fri.. 8 a.m. -5 p.m. ET www.gpgypsum.com 1/4" DensDeck Prime ' /z" DensDeck Prime ' /4 " +Yrs" 4't'�" 4' and 8'w' /4" Glass mat Non - asphaltic coating 8.5x 10 6.25x 10 10.0 500 -900 2.0 0 Mold and Mildew Resistance No growth' 1. Tested in accordance with ASTM E 661 (400 Ib. conc. load only for 'h" and '181. 2. Tested in accordance with ASTM E 96 (dry cup method). 3. Tested in accordance with ASTM C 518 (heat flow meter). 4. Tested in accordance with ASTM C 473. 5. ASTM C 1177 minimums. SALES INFORMATION AND ORDER PLACEMENT U.S.A. Midwest: 1 -800- 816.4746 West: 1- 800-824 -7503 South: 1- 800 -327 -2344 Northeast 1- 800 - 947 -4497 CANADA Canada Toll Free: 1 -800- 387 -6823 Quebec Toll Free: 1 -800- 361 -0486 FM CLASS 1 (as overfayment) UL 1256, ULC S -126 UL Class A (UL 790) ULC S -107 60 and 90 psf uplift/ FM Class 1 -90 as an overlayment 02007 Georg®- Pesife Gypsum LLC. 41 rights resumed. Printed in the U S.A. 1/07 GP Lit Item 1102164. /"± 1/22" 8' ±'/4" 1.975 Glass mat Non - asphaltic coating 80 5" 35 .56 8.5x 10 6.25x 10 10.0 500 -900 2.0 0 TRADEMARKS DENSDECK PRIME DENSGUARD and FIREGUARD are trademarks of Georgia - Pacific Gypsum LLC. UPDATES AND CURRENT INFORMATION The information in this document may change with- out notice. Visit our Web site at www.gpgypsum.com for updates and current information. APPROVED C us METRO DADE APPROVED 02.0102.01 FM Class 1 (FM 4450) UL 1256, ULC S -126 UL Class A (UL 790) ULC S -107 No growth' FM 1 -60, 1 -90, 1 -135 8' e /s" DensDeck Prime Fireguard® y /e"+ Y32" 4' ±'7h" 8' ±'/4" 2.55 Glass mat Non - asphaltic coating 100' 8" 32 .67 8.5x 10 6.25x 10 10.0 500 -900 2.0 0 FM Class 1 (FM 4450) UL 1256, ULC S -126 UL Classified "P" assemblies ULC Classified "R" assemblies ULC S -101 Class A (UL 790), ULC S -107 No growth' 12' 6. Higher wind uplift ratings have been achieved by numerous membrane manu- facturers using DensDeck Prime in their FMRC- approved construction designs. 7. Tested in accordance with ASTM D 3273. 8. 4' x 4' size available upon special request. UMITATION OF REMEDIES AND DAMAGES Unless otherwise stated in our written limited warranty for this product, our sole liability for any product claim shall be limited to reimbursement of the cost of repair or replacement of the affected product, up to a maximum amount of two times the original purchase price for the affected product. We shall not be responsible under any circumstances for lost profits, damage to a structure or its contents. or indirect, incidental, special or con- sequential damages. Claims shall be deemed waived if they are not submitted to us in writing within ten days after discovery. FM 1 1 - 90, 1 - 180 SAFETY CAUTION: This product contains fiberglass. Fibers and dust may be released from this product during normal handling and may result in skin, eye and respiratory irritation. Avoid breathing dust and contact with the skin and eyes. Follow these standard work practices: Wear a loose- fitting. long - sleeved shirt and long pants, protective gloves and eye protection (gaggles or safety glasses with side shields). Wear a dust mask when sanding. Additional protection may be needed when very dusty. Do not use a power saw. For Material Safety Data Sheet or additional information, call 1.800 -225.6119 or visit our Web site. Property Typical Value Teat Melba! Thickness, mil (mm) 160(40) ASTM 05i47/616a Maximum Load. 73.4 ±3.6 °F(23 ±2'0), Ibt /In. (kN /m) 192123.1) MD 90(15B)Xmo ASTM 06147/8184 Elongation at Maximum Wed, 73.41 3.6°F (23,1:2'4 % IMMD 68kMD ATM D5i47 /Gist Maximum Load, 0 °F ±3.6 °F(-1S_ 2'0), 10f/In. (KN /m) 166(22.1)mo 119(204)SNAD ASTM D5147 /8184 eongationet Maximum Load, 0•F ±3.8 °F (-18 2C),% 35M0 34*AD ASTM 052.47/m4 Tear Strength at 73A ±3.6'F(29 2•C), Ib /in. (N) 184(730)MD 121(538) MID ASTM 05147/ 6164 Low TemperatureFlex)biliy, °F VC) 45(20 AS11vID5147/6184 ASTM D5147/6.164 Dimensional Stability, % 03 Compounosteblmmty, •F( °C) 25O (121 ARM D6147/8184 Net Mass per Unit Area, Ib /i00rt (g/m 106I8175) ASTM D 228 Asbestos Content, % Zero EPA 600/R83/11.8 Fire Resistance Pass, CiassA UL790 /ASTM 6108 Solar Reflectance 027 ASTM 01549 Emissivity 0.87 ASTM C 1371 OCT /16 /2008 /THU 10:13 AM CENTIMARK CORP. sYSYeaas, rNC. Pike Ply MS-4 BENEFITS: • May be applied by either hot-mopping with asphalt or with cold-application adhesives. • Weather resistant for long -term performance. • Very good cold weather performance. • Uniform layer of protection provided by quality control during manufacture. • Exceeds ASTM 0 6164, Type II, Grade (G) requirements. • Contains no asbestos. • Classified by Underwriters Laboratories, Inc .m as to an external fire exposure ony.' • Approved by Factory Mutual Research Corporation® per FM Standard 4470. • Approved bythe Miami Dade County Building Code Compliance Department and Building Code.* • Solar reflectance and thermal emittance (emissivity) values in accordance with the Cool Roof Rating Council Product Rating Program. * Reference specific assembly approvals. KtVitvwtU F K CODE COM '`�. �N POP OV OCT 2 0 200E FAX No. 206 P. 005 AL DATA SHEET: JULY 2007 PIKA PLY MS -4 PRODUCT DESCRIPTION: Cep of Tug a ttrir t ,; Pika Ply MS-4 Is a 160 mils (4 mm) thick, fire modified with both styrene- butylene- styrene (S s= " - = ene- butadienestyrene (SBS) copolymers. Rel core of 250 g/m nonwoven polyester, this unique blend of materials allows the membrane to perform. under extreme stress conditions, maintaining its flexibility and seam integrity. Pike Ply MS-4 is manufactured with white granules for surface protection, reflectivity and aesthetic value. PHYSICAL FEATURES: AREAOFUSE: • As a fully adhered surfacing ply in a modified or hybrid roof assembly, • Flashing membrane for new construction and remedial or maintenance applications. OPV RECEIVED Oa 15 2018 PERMIT CENTEI- INSTALLATION: (The following information Is to be used as a general guideline only. Consult the project specification and your local Hickman representat)ve for specific installation procedures.] Application: Apply HK Rapid Dry Primer to all metal, concrete, and other porous surfaces and allow to dry prior to installation of the roofing membrane and flashing Roofing shall commence at the lowest point of the roof (running rolls perpendicular to the slope) with laps installed so that water flows over, rather than against, the lap. On inclines exceeding 1" per foot, the membrane may be Installed with side laps running parallel to the direction of the roof slope (strapping method) and insulation stops and backnailing are required. Type IV asphalt is recommended. (Refer to Technical Data Sheet; Built -Up Roofing Systems /Nailing Patterns for Steep Slopes for further details). Technical Data Sheet (07/23/07) Page 1 of 3 OCT /16 /2008 /THU 10:13 AM CENTIMARK CORP. Side laps shall be 3" and end laps a minimum of 6 ". End laps must be staggered a minimum of 3 feet Set the membrane and unroll to position. Align the membrane to have 3" side laps and 6" end laps. Stand on the membrane and re -roll one half. Apply the hot asphalt or Pika Ply Adhesive to surface. Important: Install at hot asphalt's labeled EVT. Asphalt temperature should not exceed 475 °F at point of application. A maximum mop lead of 5 ft., starting away from the roll, is recommended Slowly unroll the membrane, taking care to retain the proper alignment When this section of the membrane Is secure, re -roll the unbonded section and install into the adhesive in the same manner. Check all seam laps after the full roll has been applied. When working with mineral surface material, sprinkle white granules into molten bitumen or Pika Ply Adhesive to cover bleed of bitumen If aesthetic improvement Is deslred. COVERAGE RATES: For estimating purposes, when installing with a 3" side lap and 6" end lap, actual coverage per roll is approximately .97 squares. Roll length is 32.8'. Roll width is 39 3/8'. PACKAGING & PRODUCT NUMBERS: STORAGE LIFE: PRECAUTIONS: Warning • Warning • Warning • COLD WEATHER APPLICATION GUIDELINES • Warning • Warning • Warning 1. ROLL TEMLPERATURE must be 50 °F or above for proper application. Membrane closest to core is often at a lower temperature. 2. RECOMMENDED ambient temperature is 40 °Fand rising to install this membrane. These conditions may require heated storage to maintain roll temperature at 50 °F and above. FOR APPLICATION BELOW 40 °F, contact Hickman Systems' Technical Department. *Reference specific assembly approvals. Pika PIy MS-4 Pika PIy MS-4 (Granule) 025-0003 114 Ibs 25 Rolls /Pallet One (1) year from date of shipment when stored in a cool dry place, preferably indoors. 1. Read MSDS and label before use. 2. All labels and label tapes must be completely removed prior to installation of the product. 3. Do not apply directly to previously coated surfaces without conducting an adhesion test The use of a mechanically attached insulation or base sheet separator Is recommended. 4. Protect all components of Hickman's assemblies from discharges such as petroleum products, grease, oil (petroleum and vegetable) and constant contact with water in excess of 140 °F_ 5. When ambient temperatures are below 40 °F, Hickman's materials should be kept in a warm area (I.e., 60 °F or higher) and brought to the roof no more than one hour prior to the application. 6. Do not apply directly to the following surfaces unless they are primed with HK Rapid Dry Primer: 1) Stucco: 2) Textured Masonry; 3) Metal 7. Copper flanges may be weathered or coated with an anti- tarnish lacquer. which will impair adhesion. Clean with acetone and dean rags. Prime with HK Rapid Dry Primer before applying flashing membrane. 8. Do not apply flashing membranes directly to fresh mopping eaphalt wlth asphalt mastic, as poor adhesion will result 9. T-joints and end laps must be carefully inspected after installation. All suspect T- joints shall be repaired with strip of new membrane. 10. For Industrial /commercial use only. Keep out of reach of children. FAX No, 206 - 243 -8148 P. 006 Technical Data Sheet (07/23/07) Page 2 of 3 OCT /16 /2008 /THU 10:14 AM CENTIMARK CORP. f 3. Before application et 50 °F ambient temperature and below unroll membrane and allow to relax in sun, if possible. Roll temperature should be 50 °F or above before installation. 4. The use of insulated equipment to maintain asphalt temperature Is recommended. Conventional asphalt loggers, for example, will permit rapid cooling of asphalt in cold weather. 5. Install at hot asphatt's labeled EVT. 6. Cold substrates result in rapid asphalt temperature Toss. MAXIMIUM mop lead is 3 feet in cold weather. 7. LAST PASS of mop should be on the lap area of the preceding membrane. IMMEDIATELY roll membrane into mopping. 8, Set and roll membrane into hot asphalt Do not kick In rolls or mop and flop. Lightly broom in membrane. 9. For additional cold weather application information, reference the following W. P. Hickman Systems' Technical Data Sheets or call the Technical Department at 440 -248 -7760. • Cold Weather Application Tips for Roof Coatings • Cold Weather Application Tips for Modified Bitumen 'Reference specific assembly approvals. Plka Ply MS-4 FAX No. 206-243 -8148 P. 007 Technical Data Sheet (07/23/07) Page 3 of 3 co 0 Ei5 cc a) E o C.) "— u) ID ' C a s O (T) 0 8rn .. cts C -0 03 , 0- TO E •-• 05 0-E1 1:3 76 0 CO :-= cti co 3 0) o - • c 3 as .c E O 0 .. Lu " 0 I— as • 0 CL C a 8 °iz CD • — 2 Lai :a:: :6 , cti C CD cd a , aC CO 0 C:3 ,„ 'e!,••■ MDI: ED N E 623' MECHANICAL AREA 1 i 1 1 i-• - ... . AI, .,,____ ,, . t r. APPROX. 36,500 SQ. FT. L. co APPROX. 51,900 SQ. FT. " , IttNi it‘IVW ODE M MPLINN APPR ' ocI 0 '1.09 t W CitY Of Ttl BUILDING OM 30' * Contractors Et z 44it t..oc...4,v, im_ ,i-tac 60' 449' (..- —111 Vo•illatlic___ Responsible For Accurate Measurements 85' RECEIVED CITY OF TUKVVILA OCT 15M PERMIT CENTER QWEST TUKWILA CYBER CENTER TITLE ROOF PLAN DRAWING NUMBER MB-08 04 -02 -2009 KYLE AUHL 3225 S 116 ST TUKWILA WA 98168 RE: Permit No. D08 -464 6101 S 180 ST 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 and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/30/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 1> Bill Rambo Permit Technician xc: Permit File No. D08 -464 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 City of Tukwila Department of Community Development 6300 Southcenter Boulevard • Suite 100 Tukwila, WA 98188 -2599 APR 13 2009 TY DEVELOPNE NT KYLE AUHL 3225 S 116 ST SUITE 101 TUKWILA W. RETURN TO SENDER NO SUCH NUMBER UNABLE TO FORWARD ® EgTNEV BOVflES 02 1A $ 00.42° 0004625264 APR 09 2009 MAILED FROM ZIP CODE 98188 t5 9 NIXIE 990 SE 1 01 04111/09 BC: 99100054025 *0126- 00167 -09 -41 „iciie a= + 1€le' V el 4e )1,l „1 „1,11, 11111i, 1„ i,l „1 „l1l „1„11,11„,IWI,I11111I1 Qwest. November 18, 2008 City of Tukwila Building Permits Spirit of Service RE: Roofing Permit Transference at 6101 S. 180th St. To Whom It May Concern: This letter is to request the transference of the current roofing permit at the Qwest Facility located at 6101 S. 180 St. in Tukwila, WA. The original permit is issued to Centimark Roofing who will no longer be performing roofing activities for Qwest. The new contractor who will be taking over the permit is: Meyer Brothers Roofing 2301 Lincoln Ave Tacoma, WA 98421 Unified Business ID #: 600 620 120 Regist. #: MEYERBR142LL Please feel free to contact me directly with any auestions or concerns. 1 111111 11° • 1 11‘ Sincerely, Fred Choi. Qwest Corporate state Lead Technical Project Manager • Fred Choi 4427 California Ave. Lead Technical Project Manager Seattle, WA 98116 (206) 345-4986 ACTIVITY NUMBER: D08 -464 DATE: 10 -15 -08 PROJECT NAME: QWEST SITE ADDRESS: 6101 S 180 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: P Bulld q :vc . ng 0 - Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-16 -08 Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY 11 PLAN REVIEW/ROUTING SLIP 61 NIL, 10 Fire Prevention Structural Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ Permit Coordinator ❑ No further Review Required DATE: DATE: Planning Division Not Applicable DUE DATE: 11-13-08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Name Role Effective Date Expiration Date MEYER, EUGENE M Cancel Date 01/01/1980 Bond Amount MEYER, PATRICK M 10 01/01/1980 104329764 HOUSH, RONALD G AGENT 01/01/1980 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 10 TRAVELERS CAS £t SURETY CO 104329764 06/13/2004 Until Cancelled $12,000.0006/14 /2004 9 COLONIAL AM CAS ft SURE CO 08668624 06/12/2003 Until Cancelled 03/10/2005 $12,000.0002/07 /2005 8 TRAVELERS CAS a SURETY CO 081S103616849BCM 12/20/2001 Until Cancelled 06/12/2003 $12,000.00 12/31/2001 7 TRAVELERS CAS a SURETY CO 081S103616849BCM 06/12/200112/20 /2001 $6,000.00 05/04/2001 6 UNITED U2474501 06/12/1994 Until 06/12/2001 $6,000.00 06/12/1998 4-au Untitled Page Business Owner Information Bond Information • General /Specialty Contractor A business registered as a construction contractor with Lai 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 Phone Address Suite /Apt. City State Zip County MEYER BROTHERS ROOFING INC 2532722361 2301 LINCOLN AVENUE TACOMA WA 98421 PIERCE Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 600620120 ACTIVE MEYERBR142LL CONSTRUCTION CONTRACTOR 6/13/1986 12/31/2008 METALRN016N6 GENERAL UNUSED https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= MEYERBR 142LL 0 Page 1 of 2 11/18/2008 Name Role Effective Date Expiration Date DUNLAP, EDWARD B Cancel Date 01/01/1980 Bond Amount RUDZIK, JOHN A 7 01/01/1980 158965125 LIEKAR, JOHN P JR Until Cancelled 01 /01 /1980 URBANIC, JOSEPH 06/14/2004 01/01/1980 WESTERN SURETY CO BUDKEY, BARRY L 01/01/1980 FULTON, ROBERT $6,000.0004/02/2004 01/01/1980 5 HAYS, PATRICIA L 158965125 01/01/1980 06/30/2004 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 WESTERN SURETY CO 158965125 08/01/2004 Until Cancelled $6,000.00 06/14/2004 6 WESTERN SURETY CO 92910324706/30/200408 /01/2004 $6,000.0004/02/2004 5 AMERICAN CAS CO OF READING PA 158965125 05/01/2002 06/30/2004 $6,000.00 05/08/2002 4 AMERICAN 158965125 08/01/1997 05/01/2002 $4,000.00 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L£tl 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company CENTIMARK CORPORATION 7247437777 12 GRANDVIEW CIRCLE CANONSBURG PA 15317 OUT OF STATE CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601200502 ACTIVE CENTIC *099NZ CONSTRUCTION CONTRACTOR 8/9/1991 6/16/2009 METALMI006R6 ROOFING UNUSED Business Owner Information 0 0 Bond Information https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= CENTIC *099NZ Page 1 of 3 10/22/2008