Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D17-0288 - CASCADE BEHAVIORAL HEALTH - REROOF
CASCADE BEHAVIORAL HEALTH 12844 MILITARY RD S D17-0288 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 1623049001 12844 MILITARY RD S DEVELOPMENT PERMIT Project Name: CASCADE BEHAVIORAL HEALTH Permit Number: 017-0288 Issue Date: 11/13/2017 Permit Expires Om 5/12/2018 Owner: Name: Address: Contact Person: Name: Address: CASCADE BEHAVIORAL HOSPITAL 830 CRESENT CENTRE DR ATTN: BRIAN MCCULLOUGH, FRANKLIN, WA, 37067 PEARLLA KAESTNER PO BOX 82894 , KENMORE, WA, 98028 Contractor: Name: ASSOCIATED ROOFING INC Address: PO BOX 82894, KENMORE, WA, 98028 -0894 License No: ASSOCRI16206 Lender: Name: CASCADE BEHAVIORAL HOSPITAL Address: 830 CRESENT CENTRE DR ATTN: BRIAN MCCULLOUGH, FRANKLIN, TN, 37067 Phone: (206) 364-4445 Phone: (206) 364-4445 Expiration Date: 5/6/2018 DESCRIPTION OF WORK: TEAR OFF EXISTING ROOFING ON PITCHED AND FLAT ROOF SECTIONS. INSTALL 15 LB FELT VAPOR BARRIER & GAF TIMBERLINE SHINGLES, AND VERSICO 60 MILTPO SINGLE PLY ROOFING ON FLAT ROOF. Project Valuation: $57,245.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,856.48 Occupancy per IBC: 1-1 Water District: 20 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume 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: Print Name: Date: 1(/l7/ 7 This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 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. 10: ***BUILDING PERMIT CONDITIONS*** 11: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 12: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 17: 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. 18: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0103 PRE-REROOF CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: 1 17 Date Application Expires: j..t.) S \1 For once use onl CONSTRUCTION PERMIT APPLICATION 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 2_B: ¥ • intitleu Tenant'Name King Co Assessor's Tax No.: 2 5©1+ 1 09/ Suite Number: fit, 3 -sem PROPERTYOWNER Name: cLeide'd _____, RoUq c7 lle Address:. Name: ,1„&L Jg P i' %// 1� L n AddresCCs.• e 7 `7/ Phone: Fax: `61 City: "d S- C. Phone: State: 4A Zi . CONTACT PERSON — person receiving all project communication _ Name: cLeide'd _____, RoUq c7 lle Address:. c'%S... Ci , State: I p4702 7:-/)_ 3 Fax: zPa 3:.,2Phone: Email7ex-1-1(CL__a.f:D/a-4ecetn • ,UDC• GENERAL CONTRACTOR INFORMATION Company Name: 16J fizai, xjgAddress: p0 y....gei / City• "//Attri State: JA___ ZipQ 2A Phone:., 50T� otil5-Fax: l” 3l„3 2i� Contr Reg No.• 1 c p Date: /_ _jam Tukwila Business License No.:au ' , ® 2.? 2.' _A:Wpplimtions\Fomts-Applications On Line\2011 Applications\Permit Application Revisal - 8-9-11.docx Revised:; August 2011 bh Floor: New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Name S e s,A iV N Cwt Company Name: Company Name: • Architect Name: Engineer Name: 7:-/)_ Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name S e s,A iV N Cwt Company Name: .City• i r. , State: l ``ivlcw.�o�. IAA- Engineer Name: 7:-/)_ Address: City: State: Zip: Phone: Fax: ' Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name S e s,A iV N Cwt Address: ;7 j �2`byti % `i, c.y 10. .City• i r. , State: l ``ivlcw.�o�. IAA- Zip. 98I8/ Page 1 of 4 • BUILDING PERMIT INFORMATIOi--!206-431-3670 Valuation of Project (contractor's bid price): $ ( tic t Existing Building Valuation: os, �� li l&) Describe the scope of work (please provide detailed information): I d ( CC 041 0 i� - t� 674p4 6 v' „` y kb CceL I It/ fki0'‘'V),V CZ COD IfY1 -TPD Ryd6 Will there be new rack storage? ❑ Yes No If yes, a arate 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be sto ge or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If=�'ye. _attach1ist of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 3 ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15' Floor 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage petached Garage a +ttached 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be sto ge or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If=�'ye. _attach1ist of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 3 ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — 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. 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). 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 QANER OR A,UTI-IORI EDA ENT: Signature: �2,CCJr 1LIt Print Name: Mailing Addres iodrit.ar atAl-vcs Day Tel Date: Z hone a -b c/c State H: Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh p Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK . PAID $1,856.48, D17-0288 Address: 12844 MILITARY RDS Apn: 1623049001 $1,856.48 DEVELOPMENT $1,802.01 PERMIT FEE R000.322.100.00.00 0.00 $1,089.40 PLAN CHECK FEE R000.345.830.00.00 0.00 $708.11 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $54.47 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12646 R000.322.900.04.00 0.00 $54.47 $1,856.48 Date Paid: Wednesday, October 25, 2017 Paid By: ASSOCIATED ROOFING INC Pay Method: CHECK 102222 Printed: Wednesday, October 25, 2017 10:28 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 D17 -62g,91 Proect: d? C9tD fit Ubd �4—% Type of Inspection: .1Rex5A NG. f NILS' Address: /25"91/111 U, wry fi.�� ,� Date Called: Special nstructions: Rc e G' ``� V 4 Date Wanted:/ a.m. Requester: DSI'iD s 1 im S' Phone No: 20(e-670 —426 / Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date:78 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ii0 7 -0 2 ' PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 'i = -7 A - r /� �, "I':'.:'' nspection: ,�^�, BRA' /�fa '�Gx-�/'C Address: /213-4/ igia7liel AD Date Called: Special Instructions:: Date Wanted: /241 p.m. Requester: .-10/fill Phone No: 2...ba'36y- q,`s- Approved per applicable codes. E Corrections required prior to approval. COMMENTS: a f Nc WZ,cop- Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z 0 ,A 5 U D co J 0-1 WILO CCr PERMIT CENTER ' 1 ww . '"'"....."" � � � ..._ ..._._..,..__. �_ � _ -._...,... _....,, ,...,....._. _.,._,...... Y Ce a II 2. Ila iii 470=18 a. E 3 9I..: o 0 ±..IH:. __ Q O ... .............. Y __...._-_..... _.._., .__. _ ..._,�.-- __ _ 4 J a, j ... �...., ,......,.... a ....... gg 0 3 LJ i wk. REVISIONS anges shall be made to the scope work witho prior approval of T u'cwi!a Building Division. ; v sions will require a new plan submittal lay include additional plan review fees. 40* z 0 ,A 5 U D co J 0-1 WILO CCr PERMIT CENTER iii= Associated Roofing,Inc. - - - ASSOCRI 16206 -- - - OCTOBER 24, 2017 P.O. Box 82894 Kenmore, WA 98028 CITY OF TUKWILA DEPARTMENT,OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD, SUITE 100 TUKWILA, WA 98188 RE: CASCADE BEHAVIORAL HEALTH RE -ROOF 3 -SOUTH AND AWNINGS 12844 MILITARY ROAD SOUTH TUKWILA, WA 206 364 4445 800 358 3119 Fax 206 368 2303 LT.LLZ The existing roofing on the flat roof section is a Class "B" roof system. We are tearing off the existing roofing and installing a Versico Versiweld roof system over a coverboard. This system is a Class"B" roof. system. The existing roofing on the pitched roof section is a fiberglass shingle system with a Class "A" classification. The GAF Timberline HD fiberglass shingle system, which is going to be installed on the pitched roof section is a Class "A" roof system. The information sheets on the roof systems have been enclosed. If you have any questions, please let us know. Thank you. RESPECTFULLY SUBMITTED, AVID SIMMS SALES ENGINEER DS/jms Enc RECEIVED CITY OF TUKWILA ;.. -REVIEWED FOR CODE COMPLIANCE APPROVED NOV 07 2017 City of Tukwila BUILDING DIVISION bti OZ98 OCT 25 2011 PERMIT CENTER Serving the Pacific Northwest since 1979 -te Associated Roofing, Inc.- -Li o. ASSOCRI16206 PROPOSAL AND CONTRACT P.O. Box 82894 This is a "plain -English" contract. "We,""us: and "our" means Kenmore, Washington 98028 - . Associated Roofing, Inc. You means the customer. 206 364-4445 800 358-3119 • 206 368-2303 (Fax) REVISION #1 JUNE 16, 2017 - Date: JUNE 8, 2017 PAGE 1 OF 2 Proposal Submitted To: TODD BRANSON 206-248-4691 - CASCADE BEHAVIORAL HEALTH 12844 MILITARY ROAD SOUTH TUKWILA, WA 98168 Job Name and Location: CASCADE BEHAVIORAL 3 — SOUTH AND AWNINGS 12844 MILITARY ROAD TUKWILA, WA G8+8 / B1+2 / 1 - 4 l DS-jms File Code: _ HEALTH -TEAR-OFF S. firma PROPOSAL: We are pleased co submit - INSTALLATION SCOPE OF THE WORK: The specific -A. INSTALL GAF ' 1. Tear off the as necessary. the owner or avoid any delay and invoiced follows: 3/8in.-112in. replacement 2. Install 151b felt 3. Install prepainted 4. Furnish and system with 5. Install two (2) this proposal to furnish the materials OF NEW ROOFING ON 3 -SOUTH AND scope of the work for this project is: TIMBERUNE HD, or equal, FIBERGLASS existing roof covering[s] down to the wood During the roof removal, the substrate their approved representative will be available while to roof is uncovered and exposed on a time [$65.00/per man-hour] and @ $1.75/square foot, 5/8in. @ rates include labor, material, cartage, and vapor barrier. "W" metal valley flashing. install a GAF Timberline HD, or equal, a manufacturer's 30 -year limited material AF -50 roof vents. ) new wind turbine vents. ings on soil vent pipes. nstall necessary sheet metal flashing and move debris from all gutters. d remove all debris from contracted work. 60 -MIL, OR EQUAL, WHITE TPO metal, clean, and store for reinstallation metal and haul away for disposal on roof coverings] down to the wood to best suitable surface. Set alt protruding oval, the substrate will be inspected for and perform the labor to:`' AWNINGS: L . SHINGLE ROOF SYSTEM ON PITCHED substrate. Set all protruding fasteners will be inspected for structural soundness. during the demolition and removal. to the weather. Roof deck and structural material [plus 15%a1 basis. Plywood replacement $2.00/square foot, and 3/4in. @ $2.75/square disposal fees. fiberglass shingle roof system. This is an U.L. warranty. OWNER'S CHOICE OF COLOR: counterflashing; excluding chimney flashing MECHANICALLY ATTACHED SINGLE on flat awning area only. remaining flat roofs. substrate. If roofing material is mopped fasteners and sweep dean and dry structural soundness. It is understood the and removal. This is necessary to avoid and structural repairs will be made and Plywood replacement will be invoiced foot, and 3/4in. @ $2.75/square foot. and disposal fees. CITY mechanically fasten. I ttlEgat ROOF AREA: and sweep dean and dry It is understood that This is necessary to repairs will be made will be invoiced as foot Plywood Class "A" fire rated ` set in grout. • -PLY ROOF SYSTEM solidly to substrate, as necessary. During owner or their approved any delay while the roof invoiced on a time as follows: - RECEIVED OF TUKWILA r REVIEWEEWIS fi. CODE COf4IPEOt ! APPR1 n and . n up a NOV 0 t'. MALL VERSICO 1. Remove edge 2. Remove ed4e . .�3. Tea off the f§xisting `Ase reriioved BUILDING DI -- i r r - will be available during the demolition is uncovered and exposed to the weather. Roof deck 1$65.00/per man-hour] and material [plus 15%] basis. - 3/8in: 1/tin. @ $1.75/square foot, 518in. @ $2.00/square replacement rates include labor, material, cartage, 4. Furnish and install'/cinch wood fibered board and THE FOLLOWING PLANS; -,SPECIFICATIONS, AND QUALIFICATIONS ARE A CONTINUED ON PAGE TWO _ PART OF -THIS SCOPE OF WORK: Dollars $ OCT 2 5 2011 Terms and Conditions Listed On Reverse Side PLUS SALES TAX PERMIT CENTER WARRANTIES: Our warranty for workmanship, as described on rhe reverse side, The manufacturer's warranty, which is described in their warranty which will AUTHORIZED: is for years. years. n be provided to you, is for „ �j I�� SIGNATURE: q{ Associated Roofing, Inc Associated Roofing, Inc. CUSTOMER ACCEPTANCE OF PtOPOSAL This proposal is accepted. The scope of work. price, terms and conditions contained on• t a re this doe . . e t, 0 SIGNATURE TITLE , ` E r RETURN ORIGINAL OF THIS PROPOSAL TO: P.O. BOX 82894, KENMORE, WASHINGTON 98028 Associated Roofing, Inc. =' • ASSOCRI16206 PROPOSAL AND CONTRACT • P.O. Box 82894 This is a "plain -English" contract. "We; "us; and "our means Kenmore, Washington 98028 Associated Roofing, Inc You means the customer. 206 364-4445 • 800 358-3119 • 206 368-2303 (Fax) REVISION #1 JUNE 16,2017 Date: JUNE 8, 2017 PAGE 2 OF 2 Proposal Submitted To: TODD BRANSON 206-248-4691 CASCADE BEHAVIORAL HEALTH 12844 MILITARY ROAD SOUTH TUKWILA, WA 98168 Job Name and Location: CASCADE BEHAVIORAL HEALTH 3 — SOUTH AND AWNINGS -TEAR-OFF 12844 MILITARY ROAD S. TUKWILA, WA G8+8 / B1+2 / 1 - 4 / DS-jms File Code: PROPOSAL: We are pleased to submit this proposal to furnish the materials and perform the labor to: INSTALLATION OF NEW ROOFING ON 3 -SOUTH AND AWNINGS: SCOPE OF THE WORK: The specific scope of the work for this project is: B. INSTALL VERSICO 60 -MIL, OR EQUAL, WHITE TPO MECHANICALLY ATTACHED SINGLE -PLY ROOF _ SYSTEM (continued) 5. Install Versico 60 -mil or equal, thermoplastic polyolefin (FPO) reinforced membrane roof system and when installed to. the corresponding criteria, is an UL approved roofing system and meets FM I-60 rating using the appropriate Versico fastener and plate. Field sheets are available in 8 or 10 foot widths. This roof membrane has a manufacturer's fifteen (15) year Limited warranty. Standard color is white. 6. Install Versico TPO perimeter sheets (1/2 -widths of field sheets). 7. Install TPO accessory products to include penetration pockets, pipe seals, inside and outside comer flashings, and r cover strip as needed. 8. Reinstall sheet metal on flat roof awning. 9. Install new 24 gauge sheet metal perimeter flashing with baked enamel finish using gasketed galvanized nails or hex head gasketed screws. 10. Clean up and remove all debris from contracted work. - . NOTE: Due to the size of this project, we are requesting a downpayment of 25% 10 days prior to start of work. QUALIFICATIONS TO BID: A. There will be dirt and debris associated with this project.There is also the potential for sheetrock (ceiling) damage. Repair to such damage is the sole responsibility of the property owner. Important items should be moved, covered, and/or secured to prevent damage. Scope of work excludes any and/or all interior work. Notification to the tenant(s) is the responsibility of the owner or owner's representative. Associated Roofing is not responsible for consequential damages to the structure or contents. B. As this is a construction project, there will be additional vehicle traffic and an increased level of noise.There may be an odor present. Some people may find this objectionable, however this smell has not been shown to be a health hazard. C. By acceptance of this contract, the owner or owner' s representative is stating to the best of their knowledge there is not the existence of any asbestos containing materials that will be disturbed by the performance of the specified work. D. The cost excludes all permits and fees (i.e. ,building, street/sidewalk use, or fire/torch). If required, we will obtain at the owner's expense. ' E. Owner to provide parking through duration of project. - F. If applicable, temporary relocation and/or realignment of satellite dishes(s) or disconnecting/raising of mechanical equipment, and or disconnection/reconnection of electrical to facilitate this project are not induded in the scope of work and are the responsibility of the owner. G. Price valid for thirty (30) days. THE FOLLOWING PLANS, SPECIFICATIONS, AND QUALIFICATIONS ARE A PART OF THIS SCOPE OF WORK: FIFTY SEVEN THOUSAND TWO HUNDRED FORTY FIVE & NO/100 57,245.00 Dollars $ Terms and Conditions Listed On Reverse Side PLUS SALES TAX WARRANTIES: Our warranty for workmanship, as described on the reverse side, The manufacturer's warranty, which is described in their warranty which will DAVID SIMMS AUTHORIZED: • is for FIVE ttTtiNEByibVE be provided to you, is or years. SIGNATURE: Associated Roofing, Inc. Associated Roofing, Inc. CUSTOMER ACCEPTANCE OF PROPOSAL This proposal is accepted. The scope of work, price, terms and conditions contained on the front and reverse of this document constitute the contract. SIGNATURE TITLE DATE RETURN ORIGINAL OF THIS PROPOSAL TO: P.O. BOX 82894, KENMORE, WASHINGTON 98028 raiz CITY OF TUKWILA VERSIWELD® TPO REINFORCED MEMBRANE OCT 25 2011 Overview Versico's VersiWeld TPO reinforced membrane is a premium, heat -weldable, single -ply thermoplastic polyolefin (TPO) sheet designed for new roof construction and re -roofing applications. VersiWeld High Slope (HS/ES) membrane is formulated with additional flame retardant for higher - slope fire code approvals. VersiWeld Plus is 80 -mils thick for significantly higher strength and weatherability. VersiWeld TPO membranes use advanced polymerization technology that combines the flexibility of ethylene - propylene (EP) rubber with the heat weldability of polypropylene. All VersiWeld TPO membranes include OctaGuard XTTM, an industry-leading, state-of-the-art weathering package. OctaGuard XT technology enables VersiWeld TPO to withstand the extreme weatherability testing intended to simulate exposure to severe climates. Physical properties of the membrane are enhanced by a strong polyester fabric that is encapsulated between the TPO-based top and bottom plies. The combination of the fabric and TPO plies provides high breaking and tearing strength, as well as excellent puncture resistance. The relatively smooth surface of the membrane produces a total surface fusion weld that results in consistent, watertight, monolithic roof assembly. The membrane is environmentally friendly and safe to install. VersiWeld TPO Standard and HS/ES membranes are available in highly reflective white, tan and gray, in both 45 -mil and 60 -mil. 80 -mil VersiWeld Plus is also offered in white, gray and tan colors. Sixteen special colors are also available (see Versico TPO Color Palette brochure). Versico's TPO is offered in 4- and 6 -ft perimeter sheets and 8-, 10- and 12 -ft field sheets. VersiWeld special color TPO membranes are available in limited sizes. VERSICQ ROOFING SYSTEMS PERMIT CENTER Versico's tan and white TPO membranes are ENERGY STARe*-qualified and California Title 24 compliant and can contribute toward LEED' (Leadership in Energy and Environmental Design) credits. Optional APEEL Protective Film Versico's VersiWeld TPO reinforced membrane is available with APEEL"" Protective Film, saving time and labor by eliminating the need for roof cleaning upon project completion. Versico's innovative APEEL Protective Film can be left in place for up to 90 days without affecting the integrity of the film, guarding the TPO membrane's surface from scuffs and dirt accumulation during installation. Durable and easy to remove, APEEL Protective Film improves aesthetics and long-term reflectivity and is ideal for re -roofing, re-cover, and new construction projects. Features and Benefits Outstanding puncture resistance Chlorine -free with no halogenated flame retardants Plasticizer -free; does not contain liquid or polymeric plasticizers Excellent resistance to impact and low temperature Excellent chemical resistance to acids, bases and restaurant exhaust emissions UL 2218 Class 4 hail Exceptional resistan oxidation Manufactured usin complete scrim en 100% recyclable (re Statement) Enhanced with the nEEVIEWED FOR tODEtetiMAYANCT APPROVED a hot -melt extrusion process or psultEltt 0 7 201 r to Versico's Recyclability ctaGer r�i r' pac age APEEL Protective Fil ``D�rIN��GDPP I l surface from scuffs . .. . i tirorTITing installation, improving the roof system's appearance and long-term performance APEEL Protective Film can be left in place for up to 90 days without degrading due to its excellent heat - and UV -resistance OCTRGURRD XT WEATHERING PACKAGE INGLE SOURCE FOR SINGLE -PLY ROOFING Versico, PO Box 1289, Carlisle, PA 17013 Fax: 717.960.4036 Web: www.versico.com t. ,TECHNICAL DATA BULLETIN Installation 1. VersiWeld TPO roofing systems are quick to install, as minimal labor and few components are required. TPO systems may be installed using an automatic heat welder, making sheet welding fast, clean, consistent, and easy to learn, while reducing strain on the roofing technician. 2. APEEL Protective Film should be removed from within areas that are to be heat -welded together. In areas that do not require heat -welding, the APEEL Protective Film can be left in place for up to 90 days. When the installation of the entire TPO roofing system is complete, remove and discard the APEEL Protective Film. 3. The Versico Mechanically Attached Roof System installation starts by fastening the insulation with a minimum of 4 fasteners per 4' by 8' board. The membrane is mechanically fastened to the deck using HPVX Fasteners and HPVX Plates or HPV -XL Fasteners and HPV -XL Plates. Adjoining sheets of membrane are overlapped over the fasteners and plates and joined together with a minimum 11/2" -wide (4cm) hot-air weld. 4. The Versico Fully Ahered Roofing System installation begins by fastening the insulation at the required density necessary to meet the appropriate wind load requirement. The substrate and membrane are coated with an appropriate VersiWeld TPO bonding adhesive and the membrane is rolled into place. REVIEW CURRENT VERSICO SPECIFICATIONS AND DETAILS FOR SPECIFIC INSTALLATION REQUIREMENTS. Precautions 1. Sunglasses that filter out ultraviolet light are strongly recommended as tan and white surfaces are highly reflective. Roofing technicians should dress appropriately and wear sunscreen. 2. Surfaces may become slippery due to frost and ice buildup. Exercise caution during cold conditions to prevent falls. 3. Care must be exercised when working close to a roof edge when surrounding area is snow-covered as the roof edge may not be clearly visible. 4. Use proper stacking procedures to ensure sufficient stability of the rolls. TYPICAL PROPERTIES AND CHARACTERISTICS Physical Property Tolerance on nominal thickness, % ASTM 0751 test method ASTM 06878 Requirement 45 -mil +15, -10 t 10 60 -mil ±10 80 -mil EXTRA t 10 Thickness over scrim, in. (mm) ASTM 06878 optical method, average of 3 areas 0.015 min (0.380) 0.018 typ (0.457) 0.024 typ 0.034 typ (0.610) (0.864) Breaking strength, Ibf (kN) ' ASTM 0751 grab method Elongation break of reinforcement, % 'ASTM 0751 grab method Tearing strength, Ibf (N) ASTM 0751 proc. B 8 in. x 8 in. 220 (976 N) min ............................................ 15 min 55 (245) min 225 (1.0) min 320 (1.4) typ ..................................... 15 min 25 typ 55 (245) min 130(578) typ 250 (1.1) min 360 (1.6) typ ............................ _ ...... 15 min 25 typ 350 (1.6) min 425 (1.9) typ 15 min 25 typ 55 (245) min 130(578) typ Brittleness point, °F (°C) ASTM D2137 Linear dimensional change, % ASTM D1204, 6 hours at 158°F Ozone Resistance, no cracks 7X ASTM 01149, 100 pphm, 168 hrs Water absorption resistance, mass % ASTM D471 top surface only 166 hours at 158°F water Factory seam strength, Ibt/in (kN/m) ASTM D751 grab method 55 (245) min 130(578) typ -40 (-40) max -40 (-40) max -50 (-46) tyP._.._.......................-50 (-46) typ... t 1 max t 1 max -0.2 typ -0.2 typ PASS PASS ± 3.0 max ± 3.0 max 0.9 typ 0.9 typ -40 (-40) max -50 (-46)typ t 1 max -0.2 typ PASS t 3.0 max 0.9typ 66 (290) min 66 (290) min 66 (290) min ;Field seam strength, Ibf/in (kN/m) ASTM 01876 tested in peel Water vapor permeance, Perms ASTM E96 proc. B :Puncture resistance, Ibf (kN) ,FTM 101C, method 2031 (see supplemental section) No requirement No requirement ............................................ No requirement 25 (4.4) min 50 (8.8) typ 0.10 max 0.05 typ 250 (1.1) min 325 (1.4) typ 25 (4.4) min 60 (10.5) typ 0.10 max 0.05 typ 300 (1.3) min 350 (1.6) typ 40 (7.0) min 70 (12.3) typ 0.10 max 0.05 typ 400 (1.8) min 450 (2.0) typ Properties after heat aging :ASTM D573, 5,376 hours CO 240°F Breaking strength, % retained Elongation reinf., % retained Tearing Strength, % retained Weight change, % 198 (881) 90% min 13.5 (90%) min 33 (60%) min 1.0 max 205 (912) min 13.5 min 33 min 1.0 max 225 (1,000) min 13.5 min 33 min 1.0 max 315 (1,400) min 13.5 min 33 min 1.0 max Typical Weights 0.23 (1.1) 0.29 (1.4) 0.40 (2.0) Typical properties and characteristics are based on samples tested.and are not guaranteed for all samples of this product. This data and information is intended as a guide and does not reflect the specification range for any particular property of this product. 5. Exercise caution when walking on wet membrane. Membranes may be slippery when wet. 6. Store membrane in the original undisturbed plastic wrap in a cool, shaded area and cover the light-colored, breathable, waterproof tarpaulins. Membrane that has been exposed to the weather must be prepared with Weathered Membrane Cleaner prior to hot-air welding. 7. Take care not to stand or place heavy objects on the edge of folded -over membrane, as this could cause a hard crease in the membrane. 8. Maximum sustained temperature not to exceed 160°F (71°C) for TPO membrane. 9. Do not use razor blades or other sharp tools to cut the APEEL Protective Film while it is still adhered to the TPO membrane. Pull the protective film away from the membrane prior to cutting. 10. Remove APEEL Protective Film by pulling toward the center of the roof. Do not remove the film by pulling toward the roof edge. 11. A static electric charge may develop when removing APEEL Protective Film from the surface of the membrane sheet. To avoid the possibility of ignition, lids must be closed on any flammable products and a fire extinguisher should be readily available. 12. Color membranes will 'fade' over time mainly due to the ultraviolet portion of sunlight. Since most roof surfaces are exposed to variable sunlight, some areas will be more susceptible to color changes caused by UV fading. Warranties for color membranes do not cover fading of colors. Extreme Testing for Severe Climates ASTM Standard D6878 is the material specification for Thermoplastic Polyolefin -Based Sheet Roofing. It covers material property requirements for TPO roof sheeting and includes initial and aged properties after heat and xenon -arc exposure. As stated in the scope of the standard, "the tests and property limits used to characterize the sheet are values intended to ensure minimum quality for the intended purpose." Versico's goal is to produce TPO that delivers maximum performance for the intended purpose of roofing membranes. Maximum performance requires the membrane to far exceed the requirements of ASTM D6878. Heat Aging accelerates the oxidation rate that roughly doubles for each 18°F (10°C) increase in roof membrane temperature. Oxidation (reaction with oxygen) is one of the primary chemical degradation mechanisms of roofing materials. EXTREME ASTM Requirement VersiWeld Requirement ASTM TEST 240°F 32 weeks' 52 weeks "Comparable to 1,024 weeks (20 yrs) at 185°F for 6 hrs/day. • Test specimen is 1" by 4" piece of 45 -mil membrane unbacked, placed in a circulating hot-air oven. • Criterion - no visible cracks after bending aged test specimen around 0.25" -diameter mandrel. Xenon -Arc exposes the membrane samples to the combined effect of UV, visible and infrared radiation as well as ozone, heat and water spray to greatly acclerate the effects of outdoor weathering. The radiation dose is measured in kilojoules per square meter (kJ/m2) at 340 nm machine UV wavelength. The irradiance power of the xenon -arc lamp is measured in watts per square meter (W/m2). ASTM TEST kJ/m, at 340 nm ). EXTREME ASTM 06878— REQUIREMENT .............................. 10,080 45 -MIL VersiWeld Results 60 -MIL 80 -MIL 17,640 20,160 27,720 • Test specimen is 2.75" by 5.5" piece of membrane, unbacked, weathering side facing arc lamp. • Criterion - no visible cracks viewed under 10x magnification while wrapped around 3" -diameter mandrel. Environmental Cycling subjects the membrane to repeated cycles of heat aging, hot-water immersion and xenon -arc exposure. • ASTM requirement - none • Versico EXTREME test`: • 10 days heat aging at 240°F (116°C) followed by • 5 days water immersion at 158°F (70°C) followed by • 5,040 kJ/m2 (2000 hrs at 0.70 W/m2 irradiance) xenon -arc exposure 'Test specimen is 2.75" by 5.5" piece of membrane with edges sealed. 'Criterion - after 3 complete cycles, test specimens shall remain flexible and not have any cracking under 10x magnification while wrapped around a 3" -diameter mandrel. o TECHNICAL DATA BULLETIN Supplemental Approvals, Statements and Characteristics: 1, VersiWeld TPO meets or exceeds the requirements of ASTM D6878 Standard Specification for Thermoplastic Polyolefin -Based Sheet Roofing. 2. Radiative properties for ENERGY STAR, Cool Roof Rating Council (CRRC) and LEED. 3. VersiWeld TPO membranes conform to requirements of the US E.P.A. Toxic Leachate Test (40 CFR part 136) performed by an independent analytical laboratory. 4. VersiWeld TPO was tested for dynamic puncture resistance per ASTM D5635-04 using the most recently modified impact head. 45 -mil was watertight after an impact energy of 12.5 J (9,2 ft-Ibf) and 60 -mil was watertight after 22.5 J (16.6 ft-Ibf). The 80 -mil was watertight after an impact energy of 30.0 J (22.1 ft- Ibf). SEED I1 Pre -consumer Recycled Content Post -consumer Recycled Content Manufacturing Location 10% 0% Senatobia, MS Tooele, UT Solar Reflective Index (SRI) White: 99 Tan: 86 ENERGY STAR initial solar reflectance ENERGY STAR initial solar reflectance after 3 years CRRC Initial solar reflectance CRRC solar reflectance after 3 years CRRC initial thermal emittance Test Method White TPO Solar Spectrum 0.79 Reflectometer ........................................: Solar Spectrum Reflectometer (after cleaning) ASTM C1549 0.70 0.79 Tan TPO 0.71 0.64 0.71 Gray TPO N/A N/A 0.46 ASTM C1549 0.70 0.64 0.43 (uncleaned) ASTM C1371 0.90 0.86 0.89 CRRC thermal ASTM C1371 0.86 0.87 0.88 emittance after 3 years__(uncleaned) _ _ _ _ _ _ LEED thermal emittance ASTM E408� 0.90 0.86 Solar Reflectance Index (SRI) ASTM E1980 99 86 0.85 Solar Reflectance Index (SRI) is calculated per ASTM E1980. The SRI Is a measure of the roof's ability to reject solar heat, as shown by a small temperature rise. It is defined so that a standard black (reflectance 0.05, emittance 0.90) is 0 and a standard white (reflectance 0.80, emittance 0.90) is 100. Materials with the highest SRI values are the coolest choices for roofing. Due to the way SRI is defined, particularly hot materials can even take slightly negative values and particularly cool materials can even exceed 100. "ENERGY STAR recommends that using the Roof Savings Calculator (rsc.cmi.gov), which factors in both heating and cooling costs, to determine whether a cool roof will be an energy efficient choice for your geographic climate and building type. ®2017 Versico. 02.28.17 Versico. VersiWeld, OclaGuard XT and the Versico logo we trademarks of Versico APEEL is a registered trademark of Carlisle Construction Materials. LEED is Cl registered trademark of the U.S. Green Building Council. ENERGY STAR is a registered trademark owned by the U.S. Government. 'ENERGY STAR qualification Is only valid In the U.S. ICC MEI EVALUATION SERVICE C.. innovation RESEARCH LABS Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -1475 ICC -ES 1 (800) 423-6587 1 (562) 699-0543 1 www.icc-es.org Reissued 10/2017 This report is subject to renewal 10/2018. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 31 13—ASPHALT SHINGLES REPORT HOLDER: GAF 1 CAMPUS DRIVE PARSIPPANY, NEW JERSEY 07054 EVALUATION SUBJECT: REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2017 City of Tukwila BUILDING DIVISION GAF SHINGLE ROOF COVERING SYSTEMS bti 0288 RECEIVED CITY OF TUKWILA OCT 252017 ICC ICCICC jk***" kg") PERMIT CENTER c PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" 1*W ■R !Nlf.RNAIIONAi A Subsidiary of CODE COUNCIL' ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2017 ICC Evaluation Service, LLC. All rights reserved. ANSI ACCREDITED ISO;IEC 37065 Product Certlttafon Body 01000 C EVALUATION SERVICE Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -1475 Reissued October 2017 This report is subject to renewal October 2018. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 31 13—Asphalt Shingles REPORT HOLDER: GAF 1 CAMPUS DRIVE PARSIPPANY, NEW JERSEY 07054 (973) 628-3000 www.gaf.com EVALUATION SUBJECT: GAF SHINGLE ROOF COVERING SYSTEMS 1.0 EVALUATION SCOPE Compliance with the following codes: • 2015, 2012, 2009 and 2006 International Building Code® (IBC) • 2015, 2012, 2009 and 2006 International Residential Code® (IRC) Properties evaluated: • Weather resistance • Fire classification • Wind resistance 2.0 USES The GAF asphalt shingles described in this report comply with IBC Section 1507.2 and IRC Section R905.2 and are Class A roof coverings when installed as described in this report. 3.0 DESCRIPTION 3.1 Shingles: 3.1.1 General: The GAF asphalt shingles comply with ASTM D3462, and have been qualified for wind resistance as noted in Section 4.1.2 and Table 1. The shingles are available as three–tab, five–tab and laminated asphalt shingle roof coverings. See Table 1 and Figure 1 for recognized product names and classifications, shingle types, manufacturing locations, overall dimensions, maximum exposure to the weather and fastening details. The shingles are self-sealing by means of adhesive strips located on either the weather side or the underside. See Figure 1 for dimensions, nailing locations and adhesive strip location for field shingles. 3.1.2 Three -tab Shingles and Five -tab Shingles: Three -tab and five -tab shingles are composed of a single layer of fiberglass mat, impregnated and coated with asphalt on both sides, and surfaced with mineral roofing granules on the weather side and a mineral release agent on the underside. 3.1.3 Laminated Shingles: Laminated shingles are composed of multiple thicknesses of coated and surfaced fiberglass mat, cut and bonded together in different patterns. The weather side is surfaced with mineral roofing granules, and the underside is surfaced with a mineral release agent. 3.1.4 Hip and Ridge Cap Shingles: Hip and ridge cap shingles consist of fiberglass mat, impregnated and coated with asphalt on both sides and surfaced with mineral roofing granules on the weather side and a mineral release agent on the back side for use in covering hips and ridges. See Table 2 for product sizes, exposure to the weather and manufacturing locations. See also Figure 2. 3.1.4.1 Royal Sovereign® Ridge Cap Shingles: These ridge cap shingles are field -cut from Royal Sovereign® three -tab strip shingles. The field -cut ridge cap shingles are compatible with any of the GAF shingles recognized in this report. 3.1.4.2 Z® Ridge Ridge Cap Shingles: These shingles are strips that are scored for separation into four ridge cap shingles. See Figure 2. 3.1.4.3 Seal -A -Ridge® Ridge Cap Shingles, Seal -A - Ridge® ArmorShieldna Ridge Cap Shingles and Seal -A - Ridge® IR Impact Resistant Ridge Cap Shingles: These shingles are strips that are scored for separation into three ridge cap shingles. Seal -A -Ridge® ArmorShieldTM Ridge Cap Shingles are also labeled as Seal -A -Ridge® IR Impact Resistant Ridge Cap Shingles . 3.1.4.4 Ridglass® Premium . Ridge Cap Shingles: These shingles are individual, thick, ultra-high profile ridge cap shingles available in two widths. See Figure 2. 3.1.4.5 Timbertex® Premium Ridge Cap Shingles: These shingles are strips that are scored for separation into three ridge cap shingles. 3.1.5 Starter Shingles: 3.1.5.1 General: Starter Strip shingles are factory -made shingles used under the first course of shingles being installed or applied on the roof. See Table 2 for product sizes and manufacturing locations. See also Figure 3. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed ;' as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as Wit to any finding or other matter in this report, or as to any product covered by the report. tai*" Copyright © 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 11 ESR -1475 I Most Widely Accepted and Trusted 3.1.5.2 Pro -Start® Eave/Rake Starter Strip Shingles: These shingles are strips that are scored for separation into two starter shingles. The mineral surfacing is on the weather side, with fine mineral granules on the underside. The self-sealing strip edge is applied facing up and along the roof eave or rake edge. 3.1.5.3 WeatherBlockerT"" Premium Eave/Rake Starter Strip Shingles: These starter shingles are strips with perforations to assist with alignment of various shingle sizes. The mineral surfacing is on the weather side, with fine mineral granules on the underside. 3.1.5.4 StarterMatchT"' Starter Strip Shingles: These starter shingles are color coordinated to match the Grand Sequoia®, Grand Sequoia® IR, Grand Sequoia® ArmorShieldTm, Grand Canyon® and SiennaTM field shingles. The starter shingles must be installed as the second starter at the eaves on Grand Sequoia®, Grand Sequoia® IR, Grand Sequoia® ArmorShieldTM, Grand Canyon® and Sienna® applications. 3.2 Fasteners: Fasteners must comply with ASTM F1667 and must be minimum No. 12 gage [0.105 -inch -diameter (2.67 mm) shank], 3/8 -inch -diameter -head (9.5 mm), galvanized, stainless steel, aluminum or copper, barbed-, deformed-, or smooth–shank roofing nails. Fasteners must be of sufficient length to penetrate 3/4 inch (19.1 mm) into the sheathing, or through the sheathing, whichever is less. 3.3 Underlayment: Under the 2015 IRC, the roof underlayment must be in accordance with Section R905.1.1 and Table R905.1.1(1). Under the 2015, 2012, 2009 and 2006 IBC, the roof underlayment must be in accordance with Section 1507.2.3. Under the 2015 IRC, the roof underlayment must be in accordance with Section R905.1.1 and Table R905.1.1(1). Under the 2012, 2009 and 2006 IRC, the roof underlayment must be in accordance with Section R905.2.3. Underlayment must comply with ASTM D226 Type I or Type II, or ASTM D4869 Type I or Type II, or ASTM D6757. 3.4 Asphalt Cement: Asphalt roofing cement used for hand -sealing the shingles must comply with ASTM D4586, Type I, Class I, or Type II, Class I. 4.0 INSTALLATION 4.1 New Construction: 4.1.1 General: When installed on new construction in accordance with this section, the shingles are a Class A roof covering. The shingles, underlayment and flashings must be installed in accordance with IBC Section 1507.2 or IRC Section R905.2 except as noted in this report. The shingles must be installed over roof decks of code - complying minimum 3/8 -inch -thick (9.5 mm) exterior -grade plywood; j/16 -inch -thick (11.1 mm) oriented strand board (OSB); or nominally 1 -inch -by -6 -inch lumber installed as solid sheathing conforming to 2015 IBC Sections 2304.8.2 or 2308.7.10 (2012, 2009 and 2006 IBC Section 2304.7.2 or 2308.10.8) or IRC Sections R803, as applicable, and underlayment in accordance with Sections 3.3 and 4.1.2.3. Minimum roof slope must be 2:12 (16.7 percent) except for Glenwood® Shingle that must be installed on roofs with a minimum slope of 3:12 (25 -percent). 4.1.2 Application: 4.1.2.1 Fastening: Fasteners are as described in Section 3.2. Shingles must be fastened to the roof deck with a minimum of four fasteners or as shown in the Standard Page 2 of 11 Nailing Pattern in Figure 1. Spacing of fasteners must be as shown in Figure 1, and each course of shingles must be offset from the preceding course as shown in the manufacturer's published installation instructions. 4.1.2.2 Shingle Sealing: In colder climates or wind regions where it is questionable whether the factory - applied adhesive will activate and seal the shingles, to ensure sealing, the shingles must be hand -sealed with a minimum of three 1 -inch -diameter (25.4 mm) spots of asphalt roofing cement equally spaced on the unexposed surface across each shingle. For applications on slopes greater than 21:12, hand -sealing is required. Hand -sealing consists of applying a minimum of three 1 -inch -diameter (25.4 mm) spots of asphalt roofing cement on the unexposed surface, equally spaced across each shingle. For three–tab and five–tab shingles, one spot of asphalt roofing cement is placed under each corner of each tab (two spots per tab); the tab must then be pressed into the cement. For laminated shingles, four equally spaced spots of asphalt roofing cement are placed under the exposed portion of the shingle; the shingle must then be pressed into the cement. See the manufacturer's published installation instructions for hand -sealing guidelines. The shingles must be hand -sealed to the satisfaction of the code official. 4.1.2.3 Underlayment: Under the 2015, 2012, 2009 and 2006 IBC, the roof underlayment must be installed in accordance with Section 1507.2.8. Under the 2015 IRC, the roof underlayment must be installed in accordance with Section R905.1.1 and Tables R905.1.1(2) and Table R905.1.1(3). Under the 2012, 2009 and 2006 IRC, the roof underlayment must be installed in accordance with Section R905.2.7. Minimum roof slope must be 2:12 (17 -percent) except for underlayment used with the Glenwood® Shingle that must be installed on roofs with a minimum slope of 3:12 (25 -percent). For roof slopes from 3:12 (25 -percent) to 4:12 (33 -percent), the Glenwood® Shingle must be installed with one layer of ASTM D1970 complying self -adhered underlayment. For roof slopes greater than 4:12, the roof deck must be covered with a minimum of one layer of underlayment as described in Section 3.3 of this report. For slopes between 2:12 and 4:12, two layers of the underlayment described in Section 3.3 of this report are required. In areas where there has been a history of ice forming along the eaves, causing a backup of water, an ice barrier must be provided in accordance with IBC Section 1507.2.8.2 or 2015 IRC Section R905.2.7 (2012, 2009 and 2006 IRC Section R905.2.7.1) as applicable. 4.2 Hip and Ridge Shingles: Hip and ridge shingles must be placed evenly over hips and ridges (or over shingle -over ridge vents), and fastened to the roof deck with two fasteners, described in Section 3.2 of this report, located on either side of the shingle, on the fastener line shown in Figure 1. Staples must not be used to fasten the ridge cap shingles. 4.3 Installation—Reroofing: When installed over existing Class A or Class C asphalt shingle roofs in accordance with this section, the shingles described in this report are recognized as a Class A roof covering. The existing asphalt shingle roof covering must be inspected in accordance with the provisions and limitations 2015 IBC Section 1511 (2012, 2009 and 2006 IBC Section 1510) or 2015 IRC Section R908 (2012, 2009 and 2006 IRC Section R907). Prior to the reroofing, hip and ridge covering must be removed. Except as noted in this section, the shingles must be installed in accordance with Section 4.1 of this report. Fasteners must be of sufficient length to penetrate 3/4 inch (19.1 mm) into the ESR -1475 I Most Widely Accepted and Trusted sheathing, or through the sheathing, whichever is less. Flashing and edging must comply with the following, as applicable: • IBC: 2015 Sections 1511.5 and 1511.6 (2012, 2009 and 2006 Sections 1510.5 and 1510.6). • IRC: 2015 Sections R908.5 and R908.6 (2012, 2009 and 2006 Sections R907.5 and R907.6). 4.4 Wind Resistance: Page 3 of 11 GAF asphalt shingles have been tested for wind resistance in accordance with ASTM D3161 or ASTM D7158. Shingles tested in accordance with ASTM D3161 are classified as Class F and qualify for use under 2015 IBC Section 1504.1.1 (2012 and 2009 IBC Section 1507.2.7.1 and 2006 IBC 1504.1.1) or IRC Section R905.2.4.1, as applicable. Shingles tested in accordance with ASTM D7158 are classified as Class H and qualify for use in locations where the maximum basic wind speed is 150 mph (67 m/s) or less with an exposure category of B or C (ASCE 7) and a maximum building height of 60 feet (18.3 m). Installation must be in accordance with IBC Section 1507.2.7 or IRC Section R905.2.6, as applicable. 5.0 CONDITIONS OF USE The GAF asphalt shingle roof covering systems described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The shingles must be manufactured, identified, and installed in accordance with the applicable codes, this report, and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's published installation instructions, this report governs. 5.2 Installation must be in accordance with Section 4.0 of this report. 5.3 The GAF shingle products are manufactured at the locations noted in Table 1, under a quality control program with inspections by ICC -ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with ASTM D3462. 6.2 Reports of wind resistance testing in accordance with ASTM D7158 and ASTM D3161. 6.3 Reports of testing in accordance with UL 790 (ASTM E108). 6.4 Quality documentation. 7.0 IDENTIFICATION Each bundle of shingles must bear a label with the name and address of the GAF manufacturing plant location; the product name; the roof classification (Class A); the installation instructions; the evaluation report number (ESR -1475); a reference indicating compliance with ASTM D3161 Class F or ASTM D7158, Class H, as applicable. Additionally, in accordance with ASTM D3462, each bundle of shingles must be marked with the area of roof surface covered and the style, type and color of the product. ESR -1475 1 Most Widely Accepted and Trusted Page 5 of 11 TABLE 1—GAF SHINGLES – PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS (Continued) •DIMENSIONS SHINGLE SHINGLE TYPE PLANT LOCATION (height x Width) (inches) MAXIMUM EXPOSURE TO THE WEATHER (inches) LOCATION OF NAIL LINE' (inches) CLASS ® Timberline® Natural Shadow® Laminated Baltimore, MD Dallas, TX Ennis, TX Fontana, CA Michigan City, IN Minneapolis, MN Mobile, AL Myerstown, PA Shafter, CA Tampa, FL Tuscaloosa, AL 13'/4 x 39'/8 55/8 6 ASTM 03161, Class F ASTM 07158, Class H Timberline® Natural Shadow® Arctic WhiteASTM Laminated Shafter, CA 131/4 x 39'/8 55/8 6 ASTM D3161, Class F D7158, Class H Timberline HD® Laminated Baltimore, MD Dallas, TX Ennis, TX Fontana, CA Michigan City, INClass Minneapolis, MN Mobile, AL Myerstown, PA Shafter, CA Tampa, FL Tuscaloosa, AL 131/4 x 393/8 55/8 6 ASTM 03161, F ASTM D7158, Class H Timberline® Cool Series® Laminated Fontana, CA 131/4 x 393/8 55/8 6 ASTM D3161, Class F ASTM D7158, Class H Timberline Ultra HD® Laminated Baltimore, MD Dallas, TX Ennis, TX Fontana, CA Michigan City, IN Minneapolis, MN Mobile, AL Myerstown, PA Shafter, CA Tampa, FL Tuscaloosa, AL 131/4 x 393/8 55/8 6 ASTM D3161, Class F ASTM D7158, Class H Timberline® Timberline AmericanClass Harvest® Laminated Fontana, CA Michigan City, IN Ennis, TX Myerstown, PA Tuscaloosa, AL 131/4 x 39s /8 5s /8 6 ASTM 03161, F ASTM D7158, Class H Fortitude T^' Laminated Myerstown, PA 13% x 393/8 55/8 6 ASTM D3161, Class F ASTM D7158, Class H Monaco® Laminated Mt. Vernon, IN 17 x 40 71/2 8 ASTM D3161, Class F ASTM D7158, Class H Woodland® Laminated Mt. Vernon, IN 17 x 40 61/2 - 71/2 8 ASTM D3161, Class F ASTM D7158, Class H Sienna® Laminated Fontana, CA 173/8x40 51/2 71/2 ASTM D3161, Class F ASTM D7158, Class H For SI: 1 inch = 25.4 mm, 1 Ib/100 ft2 = 0.0488 kg/m2 'Nail line = distance from lowermost edge of shingle to target nail location. See Figure 1. 5/1/2018 City of Tukwila Department of Community Development PEARLLA KAESTNER PO BOX 82894 KENMORE, WA 98028 RE: Permit No. D17-0288 CASCADE BEHAVIORAL HEALTH 12844 MILITARY RD S Dear Permit Holder: Allan Ekberg, Mayor 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 6/3/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 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 6/3/2018, 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 No: D17-0288 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 •. Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0288 DATE: 10/25/17 PROJECT NAME: CASCADE BEHAVIORAL HEALTH SITE ADDRESS: 12844 MILITARY RD S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division mg Public Works n Fire Prevention / Planning Division ri Structural Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable 0 (no approval/review required) DATE: 10/26/17 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) DUE DATE: 11/23/17 Approved with Conditions lI Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff initials: 12/18/2013 ASSOCIATED ROOFING INC Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -Z Index Help My L&I Workplace Rights Trades & Licensing ASSOCIATED ROOFING INC Owner or tradesperson Principals KAESTNER, BRYAN JAY, PRESIDENT KAESTNER, PEARLLA JO, SECRETARY KAESTNER, BRYAN JAY, AGENT SANDVIG, ROBERT N (End: 01/01/1980) SANDVIG, VERDA A (End: 01/01/1980) NEISINGER, WILLIAM P, AGENT (End: 10/27/2008) NEISINGER, NANCY, AGENT (End: 10/27/2008) Doing business as ASSOCIATED ROOFING INC WA UBI No. 600 522 587 P 0 BOX 82894 KENMORE, WA 98028-0894 206-364-4445 KING County Business type Corporation Governing persons BRYAN KAESTNER PEARILLA KAESTNER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ASSOCRI16206 Effective — expiration 09/26/1984— 05/06/2018 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 269250C $12,000.00 Received by L&I Effective date 01/19/2010 01/08/2010 Expiration date Until Canceled Insurance United Specialty Insurance Com $1,000,000.00 Policy no. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600522587&LIC=ASSOCRI 16206&SAW= 11/8/2017 ASSOCIATED ROOFING INC ATNSF1770272 Received by L&I Effective date 02/17/2017 02/20/2017 Expiration date 02/20/2018 Insurance history Savings ................... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 412,332-00 Doing business as ASSOCIATED ROOFING INC Estimated workers reported Quarter 3 of Year 2017 "21 to 30 Workers" L&I account contact T1 / JAN BENTLEY (360)902-4652 - Email: STRO235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 10/05/2017 Inspection no. 317946450 Location 1031 SW 128th St Burien, WA 98146 No violations Inspection results date 09/03/2013 Inspection no. 316856814 Location 120 5th Ave South Edmonds, WA 98020 No violations Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600522587&LIC=ASSOCRI16206&SAW= 11/8/2017 Department of Labor and k__astries ASSOCIATED ROOFING INC PO Box 44450 M. . . Olympia, WA 98504-4450-z Reg _GC ASSOCRI162O6 -523'487 Bred as" provided by Law as: nstruction Contractor a _26/1984 :5/6/2018 ASSOCIATED ROOFING P 0 BOX 82894 KENMORE,WA 980280894 THIS IS TO CERTIFY THE ABOVE IS ACTUAL COPY ° NAL DOCUMENT. D THIS DAY OF PHE UBLIC IN AND FOR COMMISSION EXPIRES 4-15-2019 s di lot, A 41111111 1b-. Ai..... •, VirAilffS.---1- / �j/ �` hinia$ -��. C7 /iii OF WA"s;O .1 STATE OF WASHII4NYA ESIDING IN SNOHOMISH COUNTY.