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Permit D13-229 - DERINGER - REROOF
DERINGER 16238 42 AV S D13-229 City of Oukwila I Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 5379800689 Address: 16238 42 AV S TUKW Suite No: Project Name: DERINGER DEVELOPMENT PERMIT Permit Number: D13-229 Issue Date: 07/31/2013 Permit Expires On: 01/27/2014 Owner: Name: MARTAY PROPERTIES L L C Address: 2810 206TH AVCT E , LAKE TAPPS WA 98391 Contact Person: Name: JOHN BERGIN Address: 20815 2 PL SW , SEATTLE WA 98166 Contractor: Name: BERGIN ROOFING INC Address: 20815 SECOND PL SW , NORMANDY PARK WA 98166 Contractor License No: BERGIRI044JA Lender: Name: SELF FUNDED - GLJ INVESTMENTS Address: 110 CENTRAL AV N , KENT WA 98032 Phone: 206-824-5852 Phone: 206 824-5852 Expiration Date: 04/01/2014 DESCRIPTION OF WORK: TEAR OFF AND REPLACE EXISTING ROOFING MATERIAL. Value of Construction: $12,000.00 Fees Collected: $645.53 Type of Fire Protection: AFA International Building Code Edition: 2012 Type of Construction: V-A Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-229 Printed: 07-31-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation:. Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Number: 0 Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non -Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pr construction or the performance of work to this permit. Signature: rdPrint Name: ,/ �' jQ#4j)F+ 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. e to give authority to violate or cancel the provisions of any other state or local laws regulating . I am authorized to sign and obtain this development permit and agree to the conditions attached Date: -7- 2)- / 2 PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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: 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: IBC -7/10 D13-229 Printed: 07-31-2013 7: All electrical work shall be inspected and apred under a separate permit issued by the Alf Tukwila Building Department (206-431-3670). 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: Application of roof coverings with the use of an open -flame devices requires a separate permit from the Tukwila Fire • Department located at 444 Andover Park East, Tukwila, Washington, 98188; telephone - (206)575-4407. There shall be not less than one multi-purpose portable fire extinguisher with a minimum 2-A 20-B:C rating and a charged, minimum 5/8" diameter water line (hose) on the roof being covered or repaired. (IFC 105.6.24, 1417.3) 11: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-229 Printed: 07-31-2013 CITY OF TUR WILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 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 King Co Assessor's Tax No.: 5379800689 Site Address: 16238 42nd Ave S, Tukwila WA 98188 Suite Number: Floor: 1 Tenant Name: Deringer PROPERTY OWNER Name: John Bergin Name: GLJ IRA Investments City: Seattle State: WA zip: 98166 Address: 110 Central Ave N Email: mwbergin@comcast.net City: Kent State: WA Zip: 98032 CONTACT °PERSON - person ce ving all project communication " Name: John Bergin Address: 20815 2nd P1 SW City: Seattle State: WA zip: 98166 Phone: (206) 824-5852 Fax: (206) 870-0585 Email: mwbergin@comcast.net GENERAL CONTRACTOR INFORMATION Company Name: Bergin Roofing Inc Address: 20815 2nd P1 SW City: Seattle State: WA Zip: 98166 Phone: (206) 824-5852 Fax: (206) 870-0585 Contr Reg No.: bergirio44ja Exp Date: 04/01/2014 Tukwila Business License No.: H:\Applications\Forns-Applications On Line\2011 Applications\Permit Application Revised -8-9-I I. does Revised: August 2011 bh New Tenant: 0 Yes m .. No ARCHITECT OF RECORD ' Company Name: City: Kent State: WA Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: GLJ Ira Investments Company Name: City: Kent State: WA Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUE (required for projects $5,000 or greater per RCW 19.27.09, Name: GLJ Ira Investments Address: 110 Central Ave N City: Kent State: WA Zip: 98032 ,GM Page 1 of 4 BUILDING PERMIT INFORMATIO- 206-431-3670 Valuation of Project (contractor's bid price): $ 12,000 Describe the scope of work (please provide detailed information): Tear off and replace existing roofing material Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 217,400 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 26 Compact: Handicap: 1 Will there be a change in use? 0 Yes I No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes El 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Upplications\Forms-Applications On Line\201 I ApplicationsWennit Application Revised - 8.9-1l.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 lu Floor 1,733 0 0 0 VA B 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 26 Compact: Handicap: 1 Will there be a change in use? 0 Yes I No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes El 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Upplications\Forms-Applications On Line\201 I ApplicationsWennit Application Revised - 8.9-1l.docx Revised: August 2011 bh • Page 2 of 4 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 OW NI RO&AIiTHORIZED AGENT: Signature: Print Name: Brett Laraon Mailing Address: 15111 8th Ave SW H:\ApplicationsTorns-Applications On Line \201 I Applications\Permit Application Revised - 8-9-11. docs Revised: August 2011 bh Date: 05/21/2013 Day Telephone: (206) 466-5200 Burien WA 98166 City State Zip Page 4 of 4 • 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.TukwilaWA.ov Parcel No.: 5379800689 Address: 16238 42 AV S TUKW Suite No: Applicant: DERINGER RECEIPT Permit Number: D13-229 Status: PENDING Applied Date: 07/03/2013 Issue Date: Receipt No.: R13-02058 Initials: WER User ID: 1655 Payment Amount: $645.53 Payment Date: 07/03/2013 11:30 AM Balance: $0.00 Payee: LIGGHTHOUSE CONSULTING INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 162197 ACCOUNT ITEM LIST: Description 645.53 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $645.53 388.50 252.53 4.50 Prinfori• n7_n'3_9n1A INSPECTION RECORD . Retaina copy with Permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project Project; .. Type -of In petty ion:, u �:.� �/ 6 : i L Addr1ess: ,-j' Date Called: Special Instructions: '— 46C------/--C1--001C-/ / 67 , /\ r Date Wanted: 1 ,.- `— `V . '" ' Requester:. Phone o: Approvedper applicable codes. Corrections required prior to approval. COMMENTS: c)ertti',M�0eTP 1,A Date: t - n REINSPESIIONPFEE REQ U. Prior to next inspection. fee must be paid,at16300.Southcenter Blvd.. Suite 100. Call to schedule reinspection. dkl INSPECTION RECORD Retain a copy with permit, INSPECTION 140_. PERMIT NO. CITY. OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: IType q of Inspection: P Address: ! /(p_�3k 7' J,�- -4Z,4_ Date Ca l� r rA.P Special Instructions: V 1 : I &.614 U Date Wanted: / m. Requester::3-6411 Phone No: S Z pproved per applicable codes. D Corrections required prior to approval. COMMENTS: r rA.P G.o "LIT D r ?'o k 40 LA) Asre,.0 e it -‘e o _Tr'. ,fir,. Insp Date: v n REINSPECTION FEE REQUIRED. Prio next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. � l 3 -2-21 Sa�W )2Li9G PROPOSAL SUBMITTED TO: (-NAME ADDRESS BERGIN ROOFING INC. 20815 2nd P1. SW Seattle, WA 98166.. 206-824-5852 Cont. 0 BERGIRI044IA WORK TO BE PERFORMED AT: Coy ,Td1,4Joh ADDRESS 21 V 14" T /' /. // i/I'N jQr7 G�' U6 J/CP�, �Jln PHONE NO. 5--31; z 7 d ©? Zvi f9272, x DATE OF PLANS •• M 4717 re -o -f t .e4 4ft )zy ARCHITECT 1 We hereby propose to furnish the materials and perform the labor necessary for the completion of ie Qr of f,r/ff 1i, ail sk /6(71Le ih,r4/, 2- ief i4 ez a y Iv t a Iii S� Ie, f /e , q "las ft 1- ta— ?) . Sr i Ai /1 cl i et ,j/a ,A✓ ,6 lte A,P € r J ct'�'✓-i 4, 2 - r -1A#71 �/il,1'/b; ) Z f d)— datih fr of '12 sy��- ;pew e / at pit/r. 6- /i/ew eiolv (tr.) 7. !ej t'e q /j It' )6 di P ' �. "Per hi' �� c c, le/1j (e 9 Ir. o 1 em Of/ i'/P`k'pht QV &Ira F CI rYRECOF rUKIVED MLA NOV 192Q13 PERMIT CENTER All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for th��m of Dollars ($07ra az? Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. with payments to be made as follows. Respectfully submitted Per 6.171, Note — this proposal may be withdrawn by us if not accepted within days. ACCEPTANCE OF PROPOSAL The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. Signature Date Signature Madams. D8118 3-1 CertainTeed Technical Product Data SAINT GOBAIN FILE COPY GLASBASE' BASE SHEET Permit No. ASPHALT COATED, FIBER GLASS BASE SHEET Product Information Technical Data Product Use: GLASBASE Base Sheet is designed for use as a base sheet for both hot and cold applied, built-up roofing systems and hybrid modified bitumen systems. It is suitable for use in the construction of various types of membranes for both new construction and reroofing, over a variety of substrates. GLASBASE Base Sheet will provide additional strength, moisture resistance and asphalt uniformity when used as the first ply over nailable, non-nailable and insulated substrates. In addition, it will perform as a venting base sheet when spot mopped over plastic foam type insulations. Limitations: GLASBASE Base Sheet may be appliedin either hot asphalt or approved cold adhesive such as CertainTeed's FlintBond-, depending on system design and selection. Rolls should be stored upright, off ground, completely protected from the weather. Roof decks shall be structurally sound, dry, smooth and meet or exceed minimum requirements of the deck manufacturer, local code and CertainTeed. Roof decks shall provide positive drainage. Additional specifications and precautions are contained in the CertainTeed Commercial Roof Systems Manual. Product Composition and Features: GLASBASE Base Sheet is manufactured on a durable, high quality fiber glass mat which receives a coating of weathering grade asphalt and is lightly surfaced with a mineral release agent. The fiber glass base mat provides excellent strength and moisture resistance. GLASBASE Base Sheet is pliable and will conform to most surfaces for ease of application. Roll Dimensions: 393/8° x 98'9° Coverage: Three squares Approximate Weight: 75 lbs. per roll Top & Bottom Surfacing: Mineral release agent Applicable Standards: Meets ASTM D4601, Type II. GLASBASE Base Sheet is approved by Underwriters Laboratories for use in various Class A, B, or C roof assemblies, ICC -ES (ESR -1388), Factory Mutual, Miami -Dade, Florida Building Code Statewide Approval (FL 477 and FL 2533). Support Mat: Wet process fiber glass mat Tensile Strength (lbAn.): MD/XD = 69/50 D‘ REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2013 City of Tukwila BUILDING DIVISION 22 RECEIVED CITY OF TUKWILA JUL 032013 PERMIT CENTER Product Application Warranties Technical Assistance and Services Roof systems constructed with GLASBASE Base Sheet as the base ply shall be applied in accordance with installation procedures contained in the CertainTeed Commercial Roof Systems Manual. The following information is intended for general information purposes only and is not all-inclusive. Preparation: Substrates to receive a roof system shall be firmly attached, smooth, dry, clean and free of sharp projections and depressions. Flashing details shall be in place, ready to receive roofing with roof accessories available prior to application of materials. Substrates requiringpriming shall be primed with asphalt primer such as FlintPrime' and be allowed to completely dry. Substrates shall provide positive drainage. Roof insulation shall be tapered to drains. Installation: GLASBASE Base Sheet shall be installed with 2° sidelaps and 4° endlaps, with endlaps diagonally staggered not less than 3' feet apart. For nailable substrates, mechanically fasten GLASBASE 9° o.c. at sidelaps and 18° o.c. in two rows, 12° in from each edge with approved fasteners. For non-nailable or insulated substrates, GLASBASE shall be set in either spot or solid mopping of bitumen as required by the CertainTeed Commercial Roof Systems Manual. Spot mopping, when specified, shall be applied in 9° diameter circles, 24° o.c. in all directions. Solid moppings shall be applied at the rate of 25 lbs. per 100 sq. ft. Bitumen shall be heated and applied within temperature guidelines as forth by CertainTeed according to type and grade. Precautions: Cold weather applications require special handling to prevent damage to the rolls and to ensure satisfactory installation. Do not apply roofing systems over improperly prepared substrates or substrates which contain moisture. Maintenance: CertainTeed Commercial Roof Systems generally do not require any additional maintenance beyond normal yearly roof maintenance procedures. CertainTeed recommends regular roof maintenance and inspection to determine the condition of drains, flashings and other similar items, and to maximize the life expectancy of the roof system. CertainTeed offers a number of different types of Roof Membrane Warranties designed to meet the building owner's specific requirements. Contact your nearest CertainTeed office for additional information and requirements. CertainTeed provides technical assistance in the design, selection, specification and application techniques for all CertainTeed Commercial Roof Systems. Architectural and field representatives are available for consultation within each region. For more information, contact CertainTeed's Technical Support at 800-396-8134 x2. ASK ABOUT ALL OF OUR OTHER CERTAINTEED® PRODUCTS AND SYSTEMS: ROOFING • SIDING • TRIM • DECKING • RAILING FENCE • FOUNDATIONS GYPSUM • CEILINGS • INSULATION • PIPE www.certalnteed.com CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 Professional: 800-233-8990 http://blog.certainteed.com Consumer: 800-782-8777 C 07/12 CertainTeed Corporation, Printed In the U.S.A. Code No. COMM -025 SAINT GOBAIN CertainTeed Technical Product Data FILE COPY APP MODIFIED BITUMEN ROLL ROOFING PRODUCTS FLINTLASTIC® GTATM )TODUCE Information Technical Data REVIEWED FOR CODE COMPLIANCE APPROVED IJUL 2 2 2013 City of Tukwila BUILDING DIVISION a 11, LEARN MORE AT energystar.gov Product Use: FLINTLASTIC GTA is designed for use as a roofing membrane over various types of substrates for both new construction and reroofing installations. It is suitable for most low sloped roof decks and may be used for roof system flashings including wall treatments, base flashings and field flashings. Limitations: FLINTLASTIC GTA is intended for torch application only and should not be exposed to adhesives or solvent based materials. Rolls should be stored upright, off ground, completely protected from the weather. Roof decks shall be structurally sound, dry, smooth and meet or exceed minimum requirements of the deck manufacturer, local code and CertainTeed. Additional specifications and precautions are contained in the CertainTeed Commercial Roof Systems Manual. Product Composition and Features: FLINTLASTIC modified bitumen membranes are manufactured on state-of-the-art, dedicated roofing lines that were exclusively designed for the production of modified bitumen products. FLINTLASTIC GTA is produced with a high performance, non -woven polyester mat which is impregnated and coated with a superior grade, modified bitumen compound. Roll Dimensions: 393/8° X 32' 10° Coverage: One square Approximate Weight: 105 lbs. per roll Top Surface: Mineral Granule Back Surface: Torchable Polyethylene Film Applicable Standards: Meets ASTM D6222, Grade G, Type I. FLINTLASTIC GTA is approved by Underwriters Laboratories for use in various Class A, B, and C roof assemblies, ICC -ES (ESR -1388), Factory Mutual, Miami -Dade, Florida Building Code Statewide Approval (FL 2533), and Texas Department of Insurance (RC - 47). FLINTLASTIC GTA White is an approved ENERGY STAR® product for slopes greater than 2"/12". Initial Solar Reflectance: 0.27; Aged Solar Reflectance: 0.27; Thermal Emittance: 0.87. FLINTLASTIC GTA White is approved by the Cool Roof Rating Council (CRRC). The CRRC product ID is 0668-0008. Modified Bitumen Coating: Non -oxidized (flux) asphalt, blended with various thermoplastic atactic polypropylene polymers and co -polymers. Support Mat: High performance, puncture and tear resistant, non -woven polyester mat. Test Description Solar Reflectance Index (SRI): Softening Point: Tensile Strength: Elongation: Dimensional Stability: Low Temperature Flex: Compound Stability: Thickness: Tear Strength: Test Method Results* ASTM E1980 ASTM D36 ASTM D5147 73.4 +/- 3.6°F MD/XD @0+/-3.6°FMD/XD ASTM D5147 73.4 +/- 3.6°F MD/XD ©0+1-3.6°FMD/XD ASTM D5147 MD/XD ASTM D5147 ASTM D5147 ASTM D5147 ASTM D5147 CO 73.4 +1- 3.6°F MD/XD 27 310°F 105/60 lbs./in. 130/80 lbs./in. 50%/55% 30%/20% 0.5%/0.3% Pass CO 8°F '250°F 4.2mm (168 mils) 155/95 lbs. *NOTE: Published results are nominal production values confirmed by independent IaboratoreE I V E D CITY OF TUKWILA JUL 0 3 2013 PERMIT CENTER Product Application. Warranties Technical Assistance and Services Caution: Fire Hazard FLINTLASTIC modified bitumen roofing systems shall be applied in accordance with installation procedures contained in the CertainTeed Commercial Roof Systems Manual. The following information is intended for general information purposes only and is not all-inclusive. Preparation: Substrates to receive a roof system shall be firmly attached, smooth, dry, clean and free of sharp projections and depressions. Substrates requiring priming shall be primed with asphalt primer such as CertainTeed's FlintPrime" and be allowed to completely dry. Substrates shall provide positive drainage. Roof shall be tapered to drains. Installation: Install one ply of GLASBASE or other CertainTeed approved alternate base sheet lapping 2° on sides and 4° on ends. Base sheet shall be mechanically fastened to nailable substrates, and either solid or spot mopped in hot asphalt to non-nailable or insulated substrates as specified in the CertainTeed Commercial Roof. Systems Manual. Apply base sheet in such a manner to provide and maintain a minimum 6° offset between side and end laps of base ply and FLINTLASTIC finishing membrane. Over the base ply,. install one ply of FLINTLASTIC GTA lapping 3° on sides and 6° on ends with end laps diagonally staggered not less than 3 feet apart. Side and end laps should be inspected to ensure a minimum 3/8° flow of modified compound has been achieved. Precautions: Cold weather applications require special handling to prevent damage to the rolls and to ensure satisfactory installation. Do not apply roofing systems over improperly prepared substrates or substrates which contain moisture. Follow all safety recommendations relating to the use and maintenance of liquid propane gas torches and equipment. Refer to the CertainTeed Commercial Roof Systems Manual for additional safety information. Maintenance: FLINTLASTIC Roof Systems do not require any additional maintenance beyond normal yearly roof maintenance procedures. CertainTeed recommends regular roof maintenance and inspection to determine the condition of drains, flashings and other similar items, and to prolong the life expectancy of the roof system. CertainTeed offers a number of different types of Roof Membrane Warranties designed to meet the building owner's specific requirements. Please contact your nearest CertainTeed office for additional information and requirements. CertainTeed provides technical assistance in the design, selection, specification and application guidelines for all CertainTeed Roof Systems. Architectural and field representatives are available for consultation within each region. For more information, contact CertainTeed's Technical Support at 800-396-8134 x2. Torch application of this product may create a risk of FIRE, including SMOLDERING FIRES. The roofing applicator is solely responsible for ensuring and enforcing safe and proper application of CertainTeed's roofing products by competent and qualified personnel. Only properly trained roofing professionals are authorized to install this product. Never apply flame directly to combustible materials or allow the flame to enter into hidden or protected areas that may contain combustible materials. Follow all local code requirements. Have a Class A -B -C fire extinguisher available to each applicator. Thoroughly inspect the job site whenever torching equipment has been used. Be certain that all chances of a fire have been eliminated. Refer to the CertainTeed Commercial Roof Systems Manual, Midwestern Roofing Contractors Association (MRCA) CERTA program, National LP Gas Association, National. Roofing Contractors Association (NRCA), National Fire Protection Association (NFPA), and Asphalt Roofing Manufacturers Association (ARMA) for further information and safety recommendations. ASK ABOUT ALL OF OUR OTHER CERTAINTEED® PRODUCTS AND SYSTEMS: ROOFING • SIDING • TRIM • DECKING • RAILING • FENCE • FOUNDATIONS GYPSUM • CEILINGS • INSULATION • PIPE www.certalnteed.com CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 Professional: 800-233-8990 http://blog.certainteed.com Consumer: 800-782-8777 © 07/12 CertainTeed Corporation, Printed In the U.S.A. Code No. COMM -020 SAINT GOBAIN ISERVICEEVALCC UATION Most Widely Accepted and Trusted ICC -ES Evaluation Report FILE COPY ESR -1388 Reissued March 1, 2012 This report is subject to renewal May 1, 2014. www.icc-es.orci I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00 -THERMAL AND MOISTURE PROTECTION Section: 07 52 00 -Modified Bituminous Sheet Roofing REPORT HOLDER: CERTAINTEED CORPORATION 1400 UNION MEETING ROAD BLUE BELL, PENNSYLVANIA 19422 (610) 341-7000 www.certainteed.com EVALUATION SUBJECT: CERTAINTEED FLINTLASTIC MODIFIED BITUMEN ROOF COVERING SYSTEMS 1.0 EVALUATION SCOPE Compliance with the following codes: • 2006 International Building Code® (IBC) • 2006 International ResidertitC1FOR 13 EWED CmD COMPLIANCE • 1997 Uniform Building Coc Properties evaluated: • Fire classification • Wind uplift resistance • Physical properties • Impact resistance 2.0 USES The CertainTeed Flintlastic n membranes are used as roof APPROVED JUL 2 2 2013 of Tukwila roof covering systems, described in this report, on new or existing roofs. 3.0 DESCRIPTION 3.1 General: CertainTeed roofing membranes are atactic polypropylene (APP) or styrene butadiene styrene (SBS) modified bitumen membranes complying with ASTM D 6222, ASTM D 6163 or ASTM D 6164, as applicable. Roof covering systems utilizing CertainTeed roofing membranes consist of single -ply membranes, base sheets and ply sheets, approved insulation, flashing, asphalts, adhesives, coatings and mechanical fasteners that are installed to produce an integrated roof system. 3.2 Membranes: 3.2.1 Flintlastic FR Cap 30: Flintlastic FR Cap 30 is a 0.14 -inch -thick (3.5 mm), granular -surfaced, reinforced, N SBS modified bitumen roofing membrane manufactured from a glass fiber mat impregnated and covered with SBS modified bitumen. The membrane is a Type I, Grade G, membrane complying with ASTM D 6163 and intended for adhesive or hot asphalt application. The membrane weighs approximately 7.2 pounds per square yard (3.9 kg/m2). 3.2.2 Flintlastic FR -P: Flintlastic FR -P is a 0.17 -inch - thick (4.3 mm), granular -surfaced, reinforced, SBS modified bitumen roofing membrane manufactured from a nonwoven polyester fabric impregnated and covered with SBS modified bitumen. The membrane is a Type I, Grade G, membrane complying with ASTM D 6164 and intended for adhesive or hot asphalt application. The membrane weighs approximately 8.4 pounds per square yard (4.6 kg/m2). 3.2.3 Flintlastic Premium FR -P: Flintlastic Premium FR -P is a 0.17 -inch -thick (4.3 mm), mineral -surfaced, reinforced, SBS modified bitumen roofing membrane manufactured from a nonwoven polyester fabric impregnated and covered with SBS modified bitumen. The membrane is a Type II, Grade G, membrane complying with ASTM D 6164 and intended for adhesive or hot asphalt application. The membrane weighs approximately 8.4 pounds per square yard (4.6 kg/m2). 3.2.4 Flintlastic SA P -Cap FR: Flintlastic SA P -Cap FR is a 0.15 -inch -thick (3.8 mm), granular -surfaced, reinforced, SBS modified bitumen roofing membrane manufactured from a nonwoven polyester fabric impregnated and covered with SBS modified bitumen. The membrane is a Type I, Grade G, membrane complying with ASTM D 6164 and• intended for self -adhered application. The membrane weighs approximately 7.2 pounds per square yard (3.9 kg/m2). 3.2.5 Flintlastic GTS: Flintlastic GTS is a 0.18 -inch -thick (4.5 mm), granular -surfaced, reinforced, SBS modified bitumen roofing membrane manufactured from a nonwoven polyester fabric impregnated and covered with SBS modified bitumen. The membrane is a Type II, Grade G, membrane complying with ASTM D 6164 and intended for torch application only. The membrane weighs approximately 9.9 pounds per square yard (5.4 kg/m2). 3.2.6 Flintlastic GMS: Flintlastic GMS is a 0.17 -inch - thick (4.3 mm), granular -surfaced, reinforced, SBS modified bitumen roofing membrane manufactured from a nonwoven polyester fabric impregnated and covered with SBS modified bitumen. The membrane is a Type I, Grade G, membrane complying with ASTM D 6164 and intended for adhesive or hot asphalt application. The membrane weighs approximately 8.0 pounds per square yard (4.4 kg/m2). ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addresse to b�on� eee+,construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation ServidF 4tEt ted, as Maitk ANSI to any finding or other matter in this report, or as to any product covered by the report. CITY OF TUKWILA`-�` Copyright ® 2012 Page 1 of 14 221 JUL 032013 PERMIT rc►,�rr.r. ESR -1388 I Most Widely Accepted and Trusted 3.2.7 Flintlastic Premium GMS: Flintlastic Premium GMS is a 0.17 -inch -thick (4.3 mm), granular -surfaced, reinforced, SBS modified bitumen roofing membrane manufactured from a nonwoven polyester fabric impregnated and covered with SBS modified bitumen. The membrane is a Type II, Grade G, membrane complying with ASTM D 6164 and intended for adhesive or hot asphalt application. The membrane weighs approximately 8.4 pounds per square yard (4.6 kg/m2). 3.2.8 Flintlastic STA: Flintlastic STA is a 0.16 -inch -thick (4 mm), smooth -talc -surfaced, reinforced, APP modified bitumen roofing membrane. Flintlastic STA is used as a cap sheet or ply sheet and is manufactured from a nonwoven polyester fabric impregnated and covered with APP modified bitumen. The membrane is a Type I, Grade S, membrane complying with ASTM D 6222 and intended for torch application only. The membrane weighs approximately 7.4 pounds per square yard (4.0 kg/m2). 3.2.9 Flintlastic STA Plus: Flintlastic STA Plus is a 0.18 - inch -thick (4.5 mm), smooth -talc -surfaced, reinforced, APP modified bitumen roofing membrane. The membrane is used as a cap sheet or ply sheet and is manufactured from a nonwoven polyester fabric impregnated and covered with APP modified bitumen. The membrane is a Type I, Grade S, membrane complying with ASTM D 6222 and intended for torch application only. The membrane weighs approximately 8.1 pounds per square yard (4.4 kg/m2). 3.2.10 Flintlastic GTA: Flintlastic GTA is a 0.16 -inch -thick (4 mm), granular -surfaced, reinforced, APP modified bitumen roofing membrane manufactured from a nonwoven polyester fabric impregnated and covered with APP modified bitumen. The membrane is a Type I, Grade G, membrane complying with ASTM D 6222 and intended for torch application only. The membrane weighs approximately 7.8 pounds per square yard (4.2 kg/m2). 3.2.11 Flintlastic White Diamond GTA: Flintlastic White Diamond GTA is a 0.16 -inch -thick (4 mm), fine -granular - surfaced, reinforced, APP modified bitumen roofing membrane manufactured from a nonwoven polyester fabric impregnated and covered with APP modified bitumen. The membrane is a Type I, Grade G, membrane complying with ASTM D 6222 and intended for torch application only. The membrane is available coated with fine white ceramic particles and weighs approximately 7.8 pounds per square yard (4.2 kg/m2). 3.2.12 Flintlastic GTA -FR: Flintlastic GTA -FR is a 0.16 - inch -thick (4 mm), granular -surfaced, reinforced, APP modified bitumen roofing membrane manufactured from a nonwoven polyester fabric impregnated and covered with APP modified bitumen. The membrane is a Type I, Grade G, membrane complying with ASTM D 6222 and intended for torch ' application only. The membrane weighs approximately 8.6 pounds per square yard (4.7 kg/m2). 3.2.13 Flintlastic SA Cap FR: Flintlastic SA Cap FR is a 0.13 -inch -thick (3.2 mm), granular -surfaced, reinforced, SBS modified bitumen roofing membrane manufactured from a glass fiber mat impregnated and covered with SBS modified bitumen. The membrane is a Type I, Grade G membrane complying with ASTM D 6163 and is intended for self -adhered application. The membrane weighs approximately 7.3 pounds per square yard (4.0 kg/m2). 3.2.14 Flintlastic FR Cap 30 T: Flintlastic FR Cap 30 T is a 0.15 -inch -thick (3.8 mm), granular -surfaced, reinforced, SBS modified bitumen roofing membrane manufactured from a glass fiber mat impregnated and covered with SBS modified bitumen. The membrane is a Type I, Grade G Page 2 of 14 membrane complying with ASTM D 6163 and is intended for torch application only. The membrane weighs approximately 8.1 pounds per square yard (4.4 kg/m2). 3.3 Insulation: Foam plastic insulation, where used, must have a flame - spread index of not more than 75 when tested, at the maximum thickness intended for use, in accordance with ASTM E 84 (UBC Standard 8-1). See Tables 1A, 1C and 2A through 2F for insulations permitted for use with specific roofing systems. 3.4 Fasteners: Fasteners and plates used to mechanically fasten insulation and base sheets must be in accordance with Table 3 unless otherwise noted. 3.5 Impact Resistance:' The CertainTeed Flintlastic modified bitumen roof coverings described in this report meet the requirement for impact resistance in accordance with FM 4470. 4.0 INSTALLATION 4.1 General: Installation of the CertainTeed Flintlastic membrane roof covering systems described in this report must comply with the applicable code, the manufacturer's published installation instructions and this report. The manufacturer's published installation instructions must be available at all times on the jobsite during installation. CertainTeed Flintlastic roofing membranes are components of roof covering systems that may be installed over new or existing roofs as described in Tables 1A through 1D and 2A through 2F. The roof slope must be a minimum of 1/4:12 (2 percent slope) and must not be more than maximum slope for the particular system as specified in Tables 1A through 1D. Penetrations and terminations of the roof covering must be flashed and made weathertight in accordance with the CertainTeed Corporation published installation instructions and the applicable code.4.2 4.2 Fire Classification: 4.2.1 New Construction: Roof covering systems described in Tables 1A through 1D, when installed in accordance with this report, are Class A, B or C roof coverings in accordance with ASTM E 108 or UL 790. 4.2.2 Reroofing: Prior to installation of new roof coverings, inspection in accordance with IBC Section 1510, IRC Section R907 or UBC Appendix Chapter 15, and approval from the code official having jurisdiction, are required. Class A, B or C roof covering systems may, be installed over existing roof coverings without additional roof classification tests, provided the resulting classification is the lower of the new and existing roofing classifications under the following conditions: • New uninsulated systems installed only over existing uninsulated systems • New insulated systems installed over existing uninsulated systems only 4.3 Wind Uplift Resistance: 4.3.1 New Construction: The CertainTeed Flintlastic membrane roof covering systems described in this report ESR -1388 I Most Widely Accepted and Trusted have a maximum allowable wind uplift capacity as shown in Tables 2A through 2F. Metal edge securement for all systems must be designed in accordance with ANSI/SPRI ES -1, complying with IBC Section 1504.5. 4.3.2 Reroofing: Roof covering systems employing mechanical fasteners must be qualified, to the satisfaction of the code official, on adequacy of fasteners penetrating through existing roof coverings into structural substrates. Since the composition and/or condition of any particular underlying existing roofing material can vary widely, reroofing with adhered systems is outside the scope of this report. 5.0 CONDITIONS OF USE The CertainTeed Flintlastic membrane 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 Installation must comply with the applicable code, the manufacturer's published installation instructions and this report. The instructions within this report govern if there are any conflicts between the manufacturer's published installation instructions and this report. 5.2 The roof covering systems must be installed only by authorized applicators approved by CertainTeed Corporation. 5.3 Foam plastic insulation must be separated from the interior of the building by an approved thermal barrier in accordance with IBC Section 2603.4.1.5, IRC Section R314.1.2 and UBC Section 2602.5.3, except when specifically recognized in an ICC -ES evaluation report as outlined in Footnote 3 following Table 1 D. 5.4 For all above -deck insulations except foam plastics, the roof covering assembly, including such insulation, must have passed testing in accordance with UL 1256 or FM 4450. 5.5 Foam plastic insulation, where used, must bear the label of an approved testing and listing agency indicating that the foam plastic has a flame -spread index of not more than 75 when tested at the maximum thickness intended for use in accordance Page 3 of 14 with ASTM E 84 (UBC Standard -1). Except for applications where a thermal barrier is not required, total thickness of foam plasticinsulation must be limited to the lesser of the maximum thickness allowed in Tables 1A, 1C and 2A through 2F or the maximum thickness that limits the flame -spread index to not more than 75 when testing is in accordance with ASTM E 84 (UBC Standard 8-1). 5.6 Design wind uplift pressure on any roof area, including edge and corner zones, must not exceed the allowable wind uplift pressure for the roof covering installed in that particular area. Refer to allowable wind uplift pressure shown in Tables 2A through 2F. 5.7 The allowable wind -uplift pressures shown in Tables 2A through 2F are for the roof covering only. The deck and framing to which the roof covering is attached must be designed for the applicable components, and cladding wind loads in accordance with the applicable code. 5.8 Calculations demonstrating that the required wind resistance is less than the allowable wind resistance must be submitted to the code official. for approval. 5.9 When application is over existing roofs, documentation of the wind -uplift resistance of the composite roof construction must be submitted to the code official. 5.10 The membranes are manufactured in Little Rock, Arkansas, under quality control programs with inspections by UL LLC (AA -668). 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Membrane Roof -covering Systems (AC75), dated April 2007 (corrected December 2008). 7.0 IDENTIFICATION Each roll of CertainTeed Flintlastic roofing membrane covered by this report is labeled with the CertainTeed Corporation name and address, product name, date code, evaluation report number (ESR -1388) and the name of the inspection agency UL LLC. ESR -1388 I Most Widely Accepted and Trusted Page 4 of 14 TABLE 1A—EXTERNAL ROOF FIRE CLASSIFICATIONS'''INSULATED NONCOMBUSTIBLE DECKS6 SYSTEM NO. CLASS MAX. SLOPE ROOFOR VAPOR BARRIER ANCHOR SHEET` INSULATION2•''B / THICKNESS ROOF COVER • Base Sheet` Ply Sheet` Membrane Surfacing A-1 A 1:12 . . (Optional) Type G2 or G2 Glasbase (MA) or (HM) Partite, glass fiber or wood fiber / max. 7.2 -inch Type G2 or G2 Glasbase (MA) or (HM) None • Flintlastic GTA or GTS (HW) or Flintlastic GMS (HM) or Premium GMS (NM) Kamak No. 97 Fibrated Aluminum at 11/2 gaVsq. A-2 A /,:12 (Optional) Type G2 or G2 Glasbase (MA) or (HM) perlite, glass fiber or wood fiber /max. 7.2 -inch Type G2 or G2 Glasbase (MA) or (HM) None Flintlastic STA or STA Plus (HW) Kamak No. 97 Fibrated Aluminum at 11/2 gaVsq. A-3 B 1:12 (Optional)Partite, Type G2 or G2 Glasbase (MA) or (HM) glass fiber or wood fiber / max. 7.2 -inch Type G2 or G2 Glasbase (MA) or (HM) None Flintlastic STA or STA Plus (HW) Kamak No. 97• Fibrated Aluminum at 1 /2 gaVsq. A-4 A '/2:12 None Polyisocyanurate, perlite, glass fiber or wood fiber / minimum 1 inch thick Type G1 or G2 (MA) or (HM) (Optional) One or more Type G1 or G2 (HM) Flintlastic STA or STA Plus, GTA or GTA White Diamond (HW) Tropical 120AF, Karnak No. 97 AF, Henry No. 520, Grundy AIMB AF at 1 /2 gaVsq. or Monsey Fibered Asphalt Emulsion or Henry No. 107 Emulsion at 3 gaVsq. A-5 A 02:12 None Polyisocyanurate, perlite, glass fiber or wood fiber / any thickness Type G2 or G2 Glasbase (MA) or (HM) (Optional) One or more Type(HW) 01 or G2 (HM) Flintlastic GTA -FR None BFlintBoard A- A '/2:12 None 1.5 -inch min. to 4 in. max. ENRGY 3, ACFoam II or Iso followed by min. 3/4 -inch Fesco Board or Permalite or min.'/2 inch DensDeck or DensDeck Prime Glasbase or Flexiglas or Flexiglas FR (MA) (Optional) PoIySMS or UltraPoly SMS base applied with Karnak No. 81 at 11/2 gaVsq. Flintlastic FR -P, Premium FR -P or Flintlastic FR Cap applied with Karnak No. 81 at 1'/2 gaVsq. None A-7 A 11/2:12 None Min. 4 inch Polyisocyanurate Flintlastic Base 20 T (HW) None Flintlastic FR Cap 30 T (HW) None For SI: 1 inch = 25.4 mm, 1 gal/sq. = 0.411/m2. TABLE 1B—EXTERNAL ROOF FIRE CLASSIFICATIONS'" NONINSULATED NONCOMBUSTIBLE DECKS6 SYSTEM NO. CLASS MAX. ROOF SLOPE ROOF COVER Base Sheet` Ply Sheet` Membrane Surfacing B-1 A 1:12 Type G2 or'G2 Glasbase (MA) or (HM) None Flintlastic GTA or GTS (HW) or Flintlastic GMS or Premium GMS (HM) Kamak No. 97 Fibrated Aluminum at 1'/2 gal/sq. B-2 A 34:12 Type G2 or G2 Glasbase (MA) or (HM) None Flintlastic STA or STA Plus (HW) Karnak No. 97�Fibreted Aluminum at 1/2 gal/sq. B 1:12 Type G2 or,G2 Glasbase (MA) or (HM) None ' Flintlastic STA or STA Plus (HW) Kamak No. 97B-3 Aluminum at 1 1' /22Fgal/gal/rated sq. B-4 A 1'/2:12 Type G2 or G2 Glasbase (MA) or (HM) (Optional) One or more Type 01 or G2 (HM) Flintlastic GTA -FR (HW) None B-5 A '/2:12 Flintlastic SA NailBase (MA) None Flintlastic SA P -Cap -FR (SA) None B-6 A /2:12 Flintlastic SA NailBase (MA) or Flintlastic SA PlyBase (SA to primed DensDeck or DensDeck DuraGuard only) Flintlastic SA PlyBase (SA) Flintlastic SA Cap FR (SA) or Flintlastic SA P -Cap FR (SA) None For SI: 1 inch = 25.4 mm, 1 gal/sq. = 0.41 I/m2. ESR -1388 I Most Widely Accepted and Trusted TABLE 1C—EXTERNAL ROOF FIRE CLASSIFICATIONS" INSULATED COMBUSTIBLE DECKS° Page 5 of 14 SYSTEM NO. CLASS MAX. ROOF SLOPE VAPOR BARRIER OR ANCHOR SHEET INSULATION:'as / THICKNESS ROOF COVER Base Sheet Ply Sheet Membrane Surfacing C-1 A 1:12 Type G2 or G2 Glasbase (LL) or (MA) Perlite or fiberglass / min. 1 -inch, max. 1.5 -inch Type G2 or G2 Glasbase (MA) or (HM) None Flintlastic STA or STA Plus, GTA or GTS (HW) or Flintlastic GMS or Premium GMS (HM) Flood coat and gravel at 400 pounds per square C-2 A /4:12 (Optional) Type G2 or G2' Glasbase (LL) or (MA) Perlite, glass fiber or wood fiber / max. 7.2 -inch Type G2 or G2 Glasbase (LL) or (MA) Type G2 or G2 Glasbase (MA) or (HM) FIiic GTS t(HW) oror GTA Flintlastic GMS or Premium GMS (HM) Kamak No. 97 Fibrated Aluminum at 1 /2 gal/sq. C-3 A 1/4:12 (Optional) Type G2 or G2 Glasbase (LL) or (MA) Perlite /min. 1.5-inch(HM) Type G2 or G2 Glasbase (MA) or None Flintlastic GTA or GTS (HW) or Flintlastic GMS or Premium GMS (HM) Kamak No. 97 Fibrated Aluminum at 11/2 gal/sq. C-4 A /2:12 None Polyisocyanurate, penile, glass fiber or wood fiber / any(HM) thickness Type G2 or G2 Glasbase (MA) or None Flintlastic FR Cap (HM) None C-5 A i /2:12 NoneBase Perlite, glass fiber / any thickness One or more Flexiglas Base or Flexiglas FR Base adhered with Monsey Bakor MBA Gold Adhesive at 11/2 gal/sq. (Optional) One or more Type G1, Type G2 or Flexiglas Base or Flexiglas FR or PoIySMS Base adhered with Monsey Bakor MBA Gold Adhesive at 11/2 • gal/sq. Flintlastic FR Cap adhered with Monsey Bakor MBA Gold Adhesive at 11/2 gal/sq. None C 6 A 1/2:12 None DensDeck / min. 1/4 -inch Flintlastic SA NailBase (MA) None Flintlastic SA Cap -FR (SA) None C-7 C 2:12 None Polyisocyanurate, perlite, glass fiber or wood fiber / any thickness Flintlastic SA NailBase (MA) Flintlastic SA Mid Ply (SA) Flintlastic SA Cap -FR (SA) None C713 A /2:12 None Polyisocyanurate, perlite, glass fiber or wood fiber / any thickness DensDeck / min. '/4 -inch Flintlastic SA NailBase (MA) or• Flintlastic SA PlyBase (SA to Primed DensDeck or DensDeck DuraGuard only) Flintlastic SA PlyBase (SA) Flintlastic SA Cap FR (SA) or Flintlastic SA P -Cap FR (SA) None C-9 C Unlimited None Perlite, glass fiber or wood fiber / any thickness Flintlastic SA NailBase (MA) None Flintlastic SA Cap FR (SA) None C-10 C 2:12 None Polyisocyanurate, perlite, glass fiber or wood fiber / any thickness Flintlastic SA NailBase (MA) (Optional) Flintlastic SA FMl oast c SAly (SA) r PlyBase (SA) Flintlastic SA Cap FR (SA) None C-11 A • 11/2:12 None Flintboard ISO / min. 1.5 inch (presecured) DensDeck /min: - '/4 -inch adhered in hot asphalt Flintlastic Base 20 T (HW) None Flintlastic FR Cap 30 T (HW) None For SI: 1 inch = 25.4 mm, 1 gal/sq. = 0.41 1/m2. ESR -1388 I Most Widely Accepted and Trusted Page 6 of 14 TABLE 1D—EXTERNAL ROOF FIRE CLASSIFICATIONS'''NONINSULATED COMBUSTIBLE DECKS6 SYSTEM NO. CLASS MAX. ROOF SLOPE ROOF COVER Base Sheet Ply Sheet` Membrane Surfacing 0-1 A /2'12 1 or more layers Yosemite (MA) or (HM) None Flintlastic FR -P or Premium FR -P (HM) Firecade 2000 or Premium Long Life Aluminum Roof Coating at 1 /2 gaVsq. D-2 A 114:12 Type G2 or G2 Glasbase (LL) or (MA) Type. G2 or G2 Glasbase (MA) or (HM) Flintlastic STA or STA Plus, GTA or GTS (HW) or Flintlastic GMS or Premium GMS (HM) Karnak No. 97 Fibrated Aluminum at 11/2 gal/sq. D-3 A '/2:12 Type G2 or G2 Glasbase (MA) or (HM) None Flintlastic FR Cap (HM) None D-4 A 1/2:12 One or more Flexiglas Base or Flexiglas FR Base adhered with Monsey Bakor MBA Gold Adhesive at 1'/2 gallons per square (Optional) One or more Type G1, Type G2 or Flexiglas Base or Flexiglas FR Base or PoIySMS Base adhered with Monsey Bakor MBA Gold Adhesive at 11/2 gaVsq. Flintlastic FR Cap adhered with Monsey Bakor MBA Gold Adhesive at 11/2 gal/sq. None D-5 B 1/2:12 Type G2 or G2 Glasbase (MA) (Optional) One or more Type G2 or G2 Glasbase (HM) Flintlastic GTA (HW) or Flintlastic GMS or Premium GMS (HM) None D-6. A '/2:12 Type G2 Glasbase (MA) Flintlastic SA NailBase (MA) Flintlastic SA Cap- FR (SA) None D-7 C 2:12 Flintlastic SA NailBase (MA) Flintlastic SA Mid Ply (SA) Flintlastic SA Cap -FR (SA) None. D-8 C Unlimited Flintlastic SA NailBase (MA) None Flintlastic SA Cap -FR (SA) None D-9 C 2:12 Flintlastic SA NailBase (MA) (Optional) Flintlastic SA Mid Ply (SA) or Flintlastic SA PlyBase (SA) Flintlastic SA Cap -FR (SA) None For SI: 1 inch = 25.4 mm, 1 gal/sq. = 0.41 I/m2. Footnotes for Table 1A thru Table 1D, as applicable: 'Unless otherwise specified (see Footnote 5), vapor barriers, anchor sheets, insulation, adhesives, base sheets, ply sheets, membranes, and surface coatings must be UL classified for roofing systems. 2Foam plastic insulation thickness is limited to the lesser of the maximum thickness specified in this table or the maximum thickness stated on the label, that limits the flame spread index to not more than 75. when tested in accordance with ASTM E 84 (UBC Standard 8-1). 3Foam plastic insulation may be installed over a steel deck without a thermal barrier when installed in accordance with an ICC -ES evaluation report recognizing direct application of a specific foam plastic insulation. Reference: 2006 IBC Section 2603.4.1.5. Type G1 and Type G2 relates to any UL classified fiberglass reinforced ply or base sheet respectively, complying with UL 55A. 5lnsulation, adhesives, base sheets, ply sheets and membranes in system A-6 must be FM – Approved for roofing systems. 8Combustible wood decks must be minimum 15/32 -inch -thick (11.9 mm) plywood, 7/1e -inch -thick (11.1 mm) nonveneer APA rated oriented strand board or 3/4 -inch -thick (19 mm) sheathing boards. Non-combustible steel decks must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete decks must have a minimum compressive strength (fc) of 2500 psi. See Section 5.7 of this report. 'Abbreviations: (MA) Mechanically Fastened (HM) Hot Mopped with hot roofing asphalt conforming to ASTM D 312, Type III or IV. (HW) Heat Welded (LL) Loose Laid (SA) Self -Adhered 5Polyisocyanurate insulation must comply with ASTM C 1289, Type I or Type II. Perlite insulation must comply with ASTM C 728. Wood fiberboard insulation must comply with ASTM C 2089. TABLE 2A—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT MECHANICALLY ATTACHED BASE INSULATION, BONDED COVERBOARD SYSTEM NO. SUBSTRATE INSULATIONS COVERBOARD6 ROOF COVER1 ALLOWABLE UPLIFT CAPACITY (psf) 4 Type Attache Type Attachment Method Base Ply . Cap A-1 Min. 22 ga. Steel or min. 2,500 psi concrete 1.5 -inch min. to 4 -inch max. FlintBoard Iso, ACFoam II, ENRGY 3, or Multi -Max FA' 1 fastener per 1.3 ft2 3 Min. /4 -inch FescoBoard Hot mool with hot asphalt One to three plies applied in hot asphalt Hot mopped with hot asphalt or heat welded 52.5 A-2 Min. 22 ga. Steel or min. 2,500 psi concrete 1.5 -inch min. to 4 -inch max. FlintBoard Iso, ACFoam II, ENRGY 3, or Multi -Max FA 1 fastener per 1.3 ft2 Min.'/2-inch HD Fiber Board Roof Insulation Hot mopped with hot asphalt One to three plies applied in hot asphalt Hot mopped with hot asphalt or heat welded 67.5 A-3 Min. 22 ga. Steel 2 -inch min. to 4 -inch max. FlintBoard Iso or ACFoam II • 1 fastener per 3.2 ftStructodek Min.'/2-inch Armor Board HD, BP High Strength, ERS Redi-Deck, GAFTEMP HD, Roof Insulation Board, HD Fiberboard or FiberBase HD1/HD6 or min. 3/4 -inch ConPerl, Fesco Board or EnergyGuard Perlite Hot mopped with hot asphalt One to three plies applied in hot asphalt Hot mopped with hot asphalt or heat welded 45.0 ESR -1388 I Most Widely Accepted and Trusted Page 7 of 14 TABLE 2B—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT ALL INSULATION LAYERS MECHANICALLY ATTACHED THROUGH TOP LAYER NOSYSTEM SUBSTRATE• INSULATION° COVERBOARD6 ROOF COVER ALLOWABLE UPLIFT CAPACITY (psf) 4 Type Attache ' Type Attachment2 Method Base Ply Cap B-1 Min. 22 ga. Steel, min. 2,500 psi concrete or min. /3rinch plywood Min. 1.5 -inch, min. 2.0 pd polyiso- cyanurate Loose laid Min.'/4-inch DensDeck primed with FlintPrime SA at 0.3 gal/sq. 1 fastener per 1.3 ft2 ' Fl• intlastic SA Mid Ply, self- adhered (Optional) Flintlastic SA Mid Ply, self -adhered Self -Adhered 45.0 B-2 Min. 22 ga. Steel or min. . 2,500 psi concrete 1.5 -inch min. to 4 -inch max. FlintBoard Iso, ACFoam II, ENRGY 3 or Multi -Max FA 1 fastener per 1.3 ft through top layer None N/A Black Diamond Base Sheet, self -adhered • (Optional) One or two plies applied in hot asphalt Hot mopped with hot asphalt 52.5 B-3 Min. 22 ga. Steel or min. 2,500 psi concrete 1.5 -inch min. to 4 -inch max. FlintBoardIso, ACFoamm II, ENRGY 3 or Multi -Max FA 1 fastener per 1.3 ft2 threugh top layer None N/A Black Diamond Base Sheet, self -adhered (Optional) One or two plies applied in hot asphalt Heat welded 82.5. B-4 Min. 22 ga. Steel or min. 2,500 psi concrete Max. 3 -inch- thick OC FOAMULAR 350 or max. 4 -inch -thick Hy- Therm AP, Flintboard Iso, ACFoam II, PSI 25, H- Shield, H -Shield P, H -Shield WF or H -Shield NB. Loose laid Min. '/2 -inch Armor Board HD, BP High Strength, ERS Redi- Deck, GAFTEMP HD, Roof Insulation"Board, Structodek HD . Fiberboard or FiberBase HD1/HD6 or min. 3/4 -inch ConPerl, Fesco Board or EnergyGuard Perlite or min.'/4-inch DensDeck or DensDeck Prime 1 fastener per 2 ftasphalt One to three plies in hot asphalt full -mop or spot mopped in hot . in 24 -inch diameter spots spaced 30 -inch o.c. . Hot mopped with hot asphalt or heat welded 45.0 B-5 Min. 22 ga. Steel or min. 2,500 psi concrete 1.5 -inch min. to 4 -inch max. Hy- Therm AP, ENRGY 3 or PSI -25 or min. 2 -inch FlintBoard Iso or ACFoam II Loose laid' Min. 1 -inch Fesco Board 1 fastener per 1.6 ft2 Yosemite or Channel Vent spot mopped in hot asphalt in 24 -Inch diameter spots . spaced 30 -inch o.c None Hot mopped with hot asphalt or heat welded 45.0 B-6 Min. 22 ga. Steel or min. 2,500 psi concrete 1.5 -inch min. to 4 -inch max. Hy- Therm AP, ENRGY 3 or PSI -25 or min. 2 -inch FlintBoard Iso or ACFoam II Loose laid Min. /cinch Structodek, FiberBase HD1/HD6 or GP HD Roof Fiberboard 1 fastener per 2 ft2 Yosemite or Channel Vent spot mopped In hot asphalt in 24 -inch diameter spots spaced 30 -inch o.c None Hot mopped with hot asphalt or heat welded 45.0 B-7 Min. 1e/3rinch plywood at max 24 -inch spans attach 6 -inch o.c. using 8d ring shank nails (Optional) One or more layers min. 1.5" ACFoam II, ENRGY 3,•Loose H -Shield, Mult-Max FA3 or FlintISO laid Min. 1.5" ACFoam II, ENRGY 3, HShield, Mult-Max FA3 or FlintISO 1 fastener per 1.45 ft adhered Flintlastic SA Mid Ply or PlyBase,ticSAself- (Substrate Primed with Flint- Prime SA) (Optional) Flintlastic SA Mid Ply or PlyBase, self -adhered Self -Adhered 60.0 B-8 Min. 22 ga. Steel or min. 2,500 psi concrete Min. 1.5 -inch Owens -Coming FOAMULAR, Hy -Therm AP, Hy-Therm(a) AP, FlintBoard Iso, ACFOAM- II, ENRGY 3, PSI -25, H - Shield, H- • Shield -P, H- Shield -WF, or H -Shield -NB - Loose laid Min.'/4-inch DensDeck or DensDeck Prime 1 fastener per 2 ft' Flintlastic Base 20 T, heat welded None Flintlastic FR Cap 30 T, heat welded 45.0 . B g . Tectum 1 Plank (install per . )=SR -1112) or Min 5/8 -inch DensDeck or DensDeck Prime 1 fastener per 4 ft' None N/A Flintlastic Base 20 T, heat welded None • Flintlastic FR Cap 30 T, heat welded 45.0 existing substrate B 10 Existing substrate Min.'/4-inch DensDeck or DensDeck Prime 1 fastener per 2 ft2 None N/A Flintlastic Base 20 T, heat welded None Heat Welded or Flintlastic FR Cap 30 T, heat welded 45.0 ESR -1388 I Most Widely Accepted and Trusted TABLE 2C—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT MECHANICALLY ATTACHED BASE SHEET OVER INSULATION Page 8 of 14 SYSTEM NO. SUBSTRATE INSULATION° COVERBOARD° ROOF COVER' ALLOWABLE UPLIFT CAPACITY (Psf) Type Attach Type Attachment Method Base 2 Ply . Cap C-1 Min. 22 ga. steel or min. 2,500 to concrete Min. 1.5 -inch, min. 2.0 pcf polyisocyanurate Loose laid (Optional) FM , Approved min. /4-;nch perlite min. i /rioar wood fiberboard or min. '/4 -inch DensDeck Loose laid Flexiglas or Flexiglas FR attached 6 -inch o.c. in a 4 -inch lap and 6 -inch o.c. in two, equally spaced, staggered center rows . (Optional) Hot mopped with hot asphalt Hot mopped with hot asphalt or heat welded 67.5 C 2 Min. 22 ga. steel or min. 2,500 psi concrete Min. 1.5-inch, min. 2.0 pcf polyisocyanurate Loose laid (Optional) FM a Approved Min. /4 -inch perlite min. /2 -inch wood fiberboard or min. 114 -inch DensDeck Loose laid PoIySMS or Ultra Poly SMS attached 12-inch o.c. in a 4- inch lap and 12 -inch ' o.c. in two, equally spaced, staggered center rows ' (Optional) Hot mopped with hot asphalt Hot mopped with hot asphalt or heat welded 120 C-3 Min. 22 ga. steel or min. 2,500 psi concrete Min.1.5-inch, min. 2.0 pd polyisocyanurate Loose laid (Optional) FM 3 Approved min. /4anch perlite min. /2 -inch wood fiberboard or min. 1/4 -inch DensDeck Loose laid Ultra Poly SMS attached 12 -inch o.c. in the 4 -inch heat welded lap with Tru - Fast EHD and 2.4" Barbed Seam Plates None Heat welded 60 C-4 Min. 22 ga. Steel, min. 2,500 psi con 9rete or min. /32 -inch plywood Min. 1.5 -inch, min. 2.0 pd polyisocyanurate Loose laid (Optional) FM Approved min. 3/4 -inch perlite min. /zlnch wood fiberboard or min. 1/4 -inch DensDeck Loose laid Flintlastic SA NailBase attached 12 -inch o.c: in a 4- inch lap and 12 -inch o.c. in two, equally spaced, staggered center rows (Optional) • Flintlastic SA Mid Ply, self - adhered Self -Adhered 60 C-5 Min. 22 ga. steel or min.HD 2 500 psi concrete Max. 3 -inch -thick OC FOAMULAR 350 or max. 4 -inch- thick Hy -Therm AP, • Flintboard Iso, ACFoam II, PSI 25, H -Shield, H -Shield P, H -Shield WF or H -Shield NB. • Loose laid Min. '/2 -inch Armor Board HD, BP High Strength, ERS Redi-Deck, GAFTEMP HD, Roof Insulation Board, Structodek Fiberboard or FiberBase HD1/HD6 or min. 4 -inch ConPerl, Fesco Board or EnergyGuard Perlite or min. '/4 -inch DensDeck or DensDeck Prime Presecured'In CertainTeed base sheet (except Channel Vent) attached 12 -inch o.c. a 4 -inch lap and 36 -Inch o.c. in two, equally spaced, staggered center rows (Optional) Hot mopped with hot asphalt Hot mopped with hot asphalt or heat welded 30.0 C-6 Min. 22 ga. steel or min. 2,500 psi concrete Max. 3 -inch -thick OC FOAMULAR 350 or max. 4 -inch- thick Hy -Therm AP, Flintboard Iso, ACFoam II, PSI 25, H -Shield, H -Shield P, H -Shield WF or H -Shield NB. ' Loose laid Min.'/2-inch Armor Board HD, BP High Strength, ERS Redi-Deck, GAFTEMP HD, Roof Insulation Board, Structodek HD Fiberboard or FiberBase HD1/HD6 or min. /. inch ConPerl, Fesco Board or EnergyGuard Perlite or min. 1/4 -inch DensDeck or DensDeck Prime Presecured' CertainTeed base sheet (except Channel Vent) attached 12 -inch o.c. in a 4 -inch lap and 24 -inch o.c. in two, equally spaced, staggered center rows (Optional) Hot mopped with hot asphalt Hot mopped with hot asphalt or heat welded 45.0 C-7 Min. 22 ga. steel or min.HD 2,500 psi concrete - Max. 3 -inch -thick OC FOAMULAR 350 or max. 4 -inch- thick Hy -Therm AP, Flintboard Iso, ACFoam II, PSI 25, H -Shield, H -Shield P, H -Shield WF or H -Shield NB. Loose laid Min. '/2 -inch Armor Board HD, BP High Strength, ERS Redi-Deck, GAFTEMP HD, Roof Insulation Board, Structodek Fiberboard or FiberBase HD1/HD6 or min. 3/4 -inch ConPed, Fesco Board or EnergyGuard Perlite or min. '14 -inch DensDeck or DensDeck. Prime Presecured ' PoIySMS Base attached 12 -inch o.c. in a 4 -inch lap and 36 -inch o.c. in two, equally spaced, staggered center rows or 18 -inch o.c. in a 4 -inch lap and 18 -Inch o.c. in one staggered center row (Optional) Hot mopped with hot asphalt Hot mopped with hot asphalt or heat welded 45.0 ESR -1388 I Most Widely Accepted and Trusted TABLE 2C—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT MECHANICALLY ATTACHED BASE SHEET OVER INSULATION (Continued) Page 9 of 14 SYSTEM NO. SUBSTRATE INSULATION_ ° COVERBOARD° ROOF COVER ALLOWABLE UPLIFT CAPACITY (Pst) Type Attach Type Attachment Method Base z Ply Cap C-8 Min. 22 ga. steel or min. 2,500 psi concrete Max. 3 -inch -thick OC FOAMULAR 350 or max. 4 -inch- thick Hy -Therm AP, Flintboard Iso, ACFoam II, PSI 25, H -Shield, H -Shield P, H -Shield WF or H -Shield NB. Loose laid Min. 1/2 -inch Armor Board HD, BP High Strength, ERS Redi-Deck, GAFTEMP HD, Roof Insulation Board, Structodek HD Fiberboard or FiberBase HD1MD6 or min. /a inch ConPerl, Fesco Board or EnergyGuard Perlite or min. '/4 -inch DensDeck or DensDeck Prime Presecured' Channel Vent attached 12 -inch o.c. in a 4 -inch lap and 18 -inch o.c. in two, equally spaced, staggered. center rows (Optional) Hot mopped with hot asphalt • - Hot mopped with hot asphalt or heat welded 45.0 C-9 Min. 22 ga. steel or min. 2,500 psi concrete Max. 3 -inch -thick OC FOAMULAR 350 or max. flinch- thick Hy -Ther AP, Flintboard Iso, ACFoam II, PSI 25, HShield, HShield P, H -Shield WF or H -Shield NB. Loose laid Min. 1/2 -inch Armor Board HD, BP High Strength, ERS Redi-Deck, GAFTEMP HD, Roof Insulation Board, Structodek HD Fiberboard or FiberBase HD1/HD6 or min. 9/4 -Inch ConPerl, Fesco Board or EnergyGuard. Perlite or min. '/.-inch DensDeck or DensDeck Prime Presecured3 PoIySMS or UltraPoly SMS Base attached with SFS Intec 2in. round metal plates and #12 or #14 fasteners spaced 12 -inch o.c. in a 4 -inch wide, heat -welded side lap. (Optional) Hot mopped with hot asphalt Hot mopped with hot asphalt or heat welded 45.0 C-10 (Recover) Min. 22 ga. steel or min. 3/4 -inch plywood None N/A Min.'/rinch to max 1 -inch Armor Board HD, BP High Strength, ERS Redi-Deck, GAFTEMP HD, Roof Insulation Board, Structodek HD Fiberboard or FiberBase HD1/HO6 or min. /.-inch to max. 1 -inch ConPerl, Fesco Board or EnergyGuard Perlite or min. '/4 -inch to max. 1 -inch DensDeck or DensDeck Prime Presecured PoIySMS or UltraPoly SMS Base attached with SFS Intec 2 in. round metal plates and #12 or #14 fasteners spaced 12 -inch o.c. in a 4 -inch wide, heat -welded side . lap. (Optional) Hot mopped with hot asphalt Hot mopped with hot asphalt or heat welded 45.0 C-11 Min. 22 ga. steel or min. 2,500 psi concrete 1.5 -inch min. to 4 -inch max. FlintBoard Iso or ACFoam II Loose laid Min. 3/4 -inch Fesco Board or EnergyGuard Perlite or min. '/2 -inch DensDeck or DensDeck Prime Presecured3 Glasbase, Flexiglas or Flexiglas FR attached 6 -inch o.c. in a 4 -inch lap and 12 -inch o.c. In two, spaced, staggered center rows (excludes ITW Buildex fasteners & plates) (Optional) PoIySMS or UltraPoly SMS base applied in Kamak No. 81 at 1.5 gal/square Flintlastic FR -P, Premium FR -P or Flintlastic FR Cap applied in Kamak No. 81 at 1.5 gal/square 45.0 C-12 Min. 19/32- plywood at max 24 -inch spans attached 6 -inches o.c. using #8 wood screws • One or more layers min. 1.5 -inch ACFoam II, ENRGY 3, HShield, Mult-Max FA3 or FlintISO Loose laid Min. 1/. -inch DensDeck or DensDeck Prime Presecured3 Flintlastic SA NailBase attached 8- inches o.c. in a 3 inch lap and 8 - inches o.c.Mid in two, equally spaced, staggered center rows 35 -inches o.c. (Optional) Flintlastic SA Ply or' PI Base, self - adhered . Self -Adhered 82.5 C-13 Min. 22 a. g Steel or min. 2,500 psi concrete Min. 1.5 -inch Owens-Corning FOAMULAR, Hy- Therm AP, Hy- Therm(a) AP, FlintBoard Iso, ACFOAM-II, ENRGY 3, PSI -25, H -Shield, H -Shield- P, H -Shield -WF, or H -Shield -NB Loose laid Min.'/4-inch DensDeck or DensDeck Prime Loose laid Flintlastic Base 20 T attached 12 -inches o.c. in 4 -inch lap and 12 -inches o.c. in two, equally spaced, staggered center "rows 35 -inches o.c. None Flintlastic FR Cap 30 T, heat welded 30.0 ESR -1388 I Most Widely Accepted and Trusted Page 10 of 14 TABLE 2C—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT MECHANICALLY ATTACHED BASE SHEET OVER INSULATION (Continued) SYSTEM NO. SUBSTRATE INSULATION6 COVERBOARD6 ROOF COVER' ALLOWABLE UPLIFT CAPACITY I (Psi Type Attach Type Attachment Method x Base Ply Cap C-14 • • ga.Min. 22 Steel or min. 2,500 psi concrete Min. 1.5 -inch Owens -Coming FOAMULAR, Hy- Therm AP, Hy- Therm(a) AP,' FlintBoard Iso, � ACFOAM-II, ENRGY 3, PSI -25, H -Shield, H -Shield- •P. H -Shield -WF, or H -Shield -NB Loose laid Min.'/4-inch DensDeck or DensDeck Prime Loose laid Flintlastic Base 20 T attached 12 -inches o.c. in a 4 -inch lap and 12 -inches o.c. in two, equally spaced, staggered center rows 24 -inches o.c. None Flintlastic FR Cap 30 T, heat welded 45.0 • TABLE 2D—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT MECHANICALLY ATTACHED ANCHOR SHEET FOLLOWED BY BONDED INSULATION SYSTEM NO. SUBSTRATE ANCHOR SHEET INSULATION6 COVERBOARD6 ROOF COVER ALLOWABLE UPLIFT CAPACITY (psf) Type . Attach Type Attachment Method Base Ply Cap D-1 to Min. /3rinch plywood Glasbase or Flintglas Premium Ply Sheet attached with 11 ga. annular ring shank s nails & min. 1 /e -inch dia. tin caps spaced 8 -Density inch o.c. in the 4 -inch lap and 8 -inch o.c. in three, equally spaced, staggered center rows (Optional) One or morelayers min. 1.5 -inch, min. 2.0 pd polyisocyanurate Hot asphalt Min. 3/4 -inch FescoBoard or min. 1/2 -inch High Density Fiberboard Roof Insulation Hot asphalt to three plies applied in hot asphalt Hot asphalt or heat welded 60 D 2 Min. '9/32 -inch plywood Glasbase or Flintglas Premium Ply Sheet attached with 11 ga. annular ring shank nails & min. 15/8 -inch dia. tin caps spaced 8- inch o.c. in the 4 -inch lap and 8 -inch o.c. in three, equally spaced, staggered center rows One or more layers min. 1.5 -inch FlintBoard Iso, ACFoam II, ENRGY 3 or Multi- Max FA. Maximum thickness not to exceed 4 inches. Hot asphalt None N/A Black Diamond Base Sheet, self -adhered (Optional) One or two plies in hot asphalt Hot asphalt 52.5 D-3 Same as System No. D-2, using Heat welded cap sheet Heat welded 60 D 4 Tectum 1 Plank (install per ESR -1112) or Glasbase, Flexiglas Base, Flexiglas FR Base or All Weather Empire Base attached with Twin Loc -Nails spaced 7 -Inch o.c. in the 4 -inch lap and 7- inch o.c. in two, equally spaced, staggered center rows (Optional) One or more layers min. 1.5 -inch FlintBoard Iso, ACFoam II, ENRGY 3 or Multi- Max FA. Maximum thickness not to exceed 4 inches. Hot asphalt s Min. /4 -inch FescoBoard or min. /cinch High Density Fiberboard Roof Insulation Hot asphalt One to three plies applied in hot asphalt Hot asphalt or heat welded 60 Existing substrate D-5 Tectum 1 Plank (install per SR -1112) or Glasbase, Flexiglas Base, Flexiglas FR Base or All Weather Empire Base attached with Twin Loc -Nails spaced 7 -inch o.c. in the 4 -inch lap and 7- inch o.c. in two, equally spaced, staggered center rows One or more layers min. 1.5 -inch FlintBoard Iso, ACFoam II, ENRGY 3 or Multi- Max FA. Maximum thickness not to exceed 4 inches. Hot asphalt . None N/A - Black Diamond Base Sheet, self -adhered (Optional) One or two plies in hot asphalt Hot asphalt 52.5 Existing substrate D-6 Same as System No. D-5, using Heat welded cap sheet Heat welded 60 D-7 Existing substrate Glasbase, Flexiglas Base, Flexiglas FR or All Weather Empire Base attached with Twin Loc -Nails spaced 9 -inch o.c. in the 4 -inch lap and 9- inch o.c. in two, equally spaced, staggered center rows (Optional) One or more layers min. 1.5 -inch FlintBoard Iso, ACFoam II, ENRGY 3 or Multi- Max FA. Maximum thickness not to exceed 4 inches. Hot asphalt Min. 3/4 -inch FescoBoard or min. /cinch High Density Fiberboard Roof Insulation Hot asphalt One to three plies applied in hot asphalt Hot asphalt or heat welded 60 ESR -1388 I Most Widely Accepted and Trusted Page 11 of 14 TABLE 2D—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT MECHANICALLY ATTACHED ANCHOR SHEET FOLLOWED BY BONDED INSULATION (Continued) SYSTEM NO. SUBSTRATE ANCHOR SHEET INSULATIONS COVERBOARD6 ROOF COVER ALLOWABLE UPLIFT CAPACITY (Psf) Type " Attach Type Attachment Method Base Ply Cap D 8 • Existing substrate Glasbase, Flexiglas Base, Flexiglas FR Base or All Weather Empire Base attached with Twin Loc -Nails spaced 9 -inch o.c. in the 4 -inch lap and 9- inch o.c. in two, equally spaced, staggered center rows One or more layers min. 1.5 -inch FlintBoard Iso, ACFoam II, ENRGY 3 or Multi- Max FA. Maximum thickness not to exceed 4 inches. Hot asphalt None N/A Black Diamond Base Sheet, self -adhered (Optional) One or two plies in hot asphalt Hot asphalt 52.5 D-9 Same as System No. D-8, using Heat welded cap sheet Heat welded 60 D-10 Tectum1 (install per SR -1112) or Flintlastic Base 20 T fastened with ES Products fasteners Min. 1/4 -inch DensDeck or DensDeck Prime Hot mopped with hot asphalt None N/A (Optional) One ply of Flintastic Base 20 T, heat welded (Optional) One ply of Flintastic Base 20 T, heat welded (Optional)One ply of Flintastic Base 20 T, heat welded (Optional) One ply of Flintastic Base 20 T, heat welded Existing substrate D -11 Min. 19/32 -inch Plywood at max 24 -inch spans attach 6 -inches o.c. using 8d ring shank nails All Weather Empire, Flex-I-Glas, Poly SMS or Ultra PoIySMS attached with nails & tin caps spaced 8- inches o.c. at the 3-. inch lap and 8 -inches o.c. in three, equally spaced center rows Min. 1.5" ACFoam II, ENRGY 3, • HShield, Mult- Max FA3 or FlintISO Insta-Stick, OlyBond 500, OlyBond Green,Pliodeck, Pliodeck, ITESET or WeatherTite One Step Foamable, 4" o.c. Min. 1/4 -inch DensDeck, DensDeck Prime Insta-Stick, OlyBond 500, OlyBond Green, TITESET or WeatherTite One Step Foamable, 6" o.c. One or two layers self - adhered (substrate primed with Flint -Prime SA) None Self - adhered 52.5 D-12 Min. '9/32 -inch Plywood at max 24 -inch spans attach 6 -inches o.c. using 8d ring shank nails All Weather Empire, Flex-I-Glas, Poly SMS or Ultra PoIySMS attached with nails & tin caps spaced 8- inches o.c. at the 3- inch lap and 8 -inches o.c. in three, equally spaced center rows Min. 1.5" ACFoam II, ENRGY 3, HShield, Mult- Max FA3 or FlintISO Insta-Stick, OlyBond 500, OlyBond Green, Pliodeck, ITESET or WeatherTite One Step Foamable, 4 -inches o.c. Min. /4 Securock Insta-Stick, OlyBond 500, OlyBond Green, Pliodeck, TITESET or WeatherTite One Step Foamable, 6" o.c. One or two layers self - adhered (substrate primed with Flint-Pnme SA) None adhered 60.0 D-13 Min. 79/32 -inch Plywood at max 24 -inch spans attach 6 -inches o.c. using 8d ring shank nails All Weather Empire, Flex-I-Glas, Poly SMS or Ultra PoIySMS attached with nails & tin caps spaced 8- inches o.c. at the 3- inch lap and 8 -inches o.c. in three, equally spaced center rows Min. 1.5" ACFoam II, ENRGY 3, HShield, Mutt- Max FA3 or FlintISO Insta-Stick, OlyBond 500, OlyBond Green, Pliodeck, ITESET or WeatherTite One Step Foamable4-inches eches o.c. None N/A One or two layers Self - Adhered (Substrate Primed with Flint -Prime SA) None Self- adhered 60.0 ESR -1388 I Most Widely Accepted and Trusted Page 12 of 14 TABLE 2E—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT MECHANICALLY ATTACHED BASE SHEET, NONINSULATED SYSTEM NO. SUBSTRATE ROOF COVER' ALLOWABLE UPLIFT CAPACITY (Psf) 4 - Base Ply Cap E-1 ,s Min. /32 -inch plywood Glasbase or Flintglas Premium Ply Sheet attached with 11 ga. s annular ring shank nails 8 min. 1 /B -inch dia. tin caps spaced 8 -inch o.c. in the 4 -inch lap and 8 -inch o.c. in three, equally spaced, staggered center rows (Optional) One or two plies in hot asphalt Hot asphalt or heat welded 60.0 E-2 Min. 143 -inch OSB, min. 15/32 -inch plywood or min. 1 -inch dimensional lumber Glasbase or All Weather Empire Base attached with Tru -Fast Cap Nails spaced 6 -inch o.c. in the 3 -inch lap and 6 -inch o.c. in three, equally spaced, staggered center rows , (Optional) One or two plies in hot asphalt Hot asphalt or heat welded 45.0 E-3 Min.'s/3rinch OSB, min. 7B/ -inch plywood or . min. 1 -inch dimensional lumber Glasbase or All Weather Empire Base attached with Tru -Fast Cap Nails spaced 6 -inch o.c. in the 3 -inch lap and 6 -inch o.c. in two, equally spaced, staggered center rows (Optional) One or two plies in hot asphalt . Hot asphalt or heat welded 45.0 E-4 • Min.'s/32-inch OSB, min. '9/32 -inch plywood or min. 1 -inch dimensional lumber Glasbase or All Weather Empire Base attached with Tru -Fast Cap Nails spaced 6 -inch o.c. in the 3 -inch lap and 6 -inch o.c. in three, equally spaced, staggered center rows (Optional) One or two plies in hot asphalt Hot asphalt or heat welded 52.5 E-5 Min.,'s/winch OSB, min. '9/32 -inch plywood or min. 1 -inch dimensional lumber Glasbase or All Weather Empire Base attached with Tru -Fast Cap Nails spaced 9 -inch o.c. in the 3 -inch lap and 9 -inch o.c. in two, equally spaced, staggered center rows (Optional) One or two plies in hot asphalt Hot asphalt or heat welded 30.0 E-6 Min. 18/3 -inch OSB, min. 7s/32 -inch plywood or min. 1 -inch dimensional lumber • Glasbase or All Weather Empire Base attached with Tru -Fast Cap Nails spaced 6 -inch o.c. in the 3 -inch lap and 6 -inch o.c. in three, equally spaced, staggered center rows (Optional) • One or two plies in hot asphalt Hot asphalt or heat welded 75.0 E-7 Min. 1 -inch dimensional lumber Glasbase or All Weather Empire Base attached with Tru -Fast Cap Nails spaced 6 -inch o.c. in the 3 -inch lap and 9 -inch o.c. in two, equally spaced, staggered center rows (Optional) One or two plies in hot asphalt Hot asphalt or heat welded 52.5 E -8 Min. 78/32 -inch plywood Flintlastic SA NailBase attached with 11 ga. annular ring shank nails and 15/6" tin caps spaced 8 -inch o.c. in the 3 -inch lap and 8- inch o.c. in three, equally spaced, staggered center rows (Optional) Flintlastic SA Mid Ply, self- adhered. Flintlastic SA Cap FR, self - adhered 60.0 E-9 Tectum 1 Plank (install per )=SR -1112) Glasbase, Flexiglas Base, Flexiglas FR Base or All Weather Empire Base attached with Twin Loc -Nails spaced 7 -inch o.c. in the 4 -inch lap and 7 -inch o.c. in two, equally spaced, staggered center rows (Optional) One or two plies In hot asphalt Hot asphalt or heat welded 67.5 or existing substrate E-10 Tectum 1 Plank (install per E5R-1112) or existing substrate Flintlastic SA NailBase attached with Twin Loc -Nails spaced 7 -inch o.c. in the 4 -inch lap and 7 -inch o.c. in two, equally spaced, staggered center rows (Optional) Flintlastic SA Mid Ply, self- adhered Self -Adhered 60.0 E 11 Existing substrate Glasbase, Flexiglas Base, Flexiglas FR Base or All Weather Empire Base attached with Twin Loc -Nails spaced 9 -inch o.c. in the 4 -inch lap arid 9 -inch o.c. in two, equally spaced, staggered center rows (Optional) One or two plies in hot asphalt or Flintlastic SA Mid Ply, self -adhered Hot asphalt, heat welded or self -adhered 60.0 ESR -1388 I Most Widely Accepted and Trusted TABLE 2F—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT ALL LAYERS BONDED, INSULATED OR NONINSULATED Page 13 of 14 SYSTEM NO. SUBSTRATE VAPOR BARRIER INSULATION° COVERBOARD6 ROOF COVER' ALLOWABLE UPLIFT CAPACITY (Psf) 4 .Type Attach° Type Attach° Base Ply Cap F-1 Min. 2,500 psi concrete primed with ASTM D41 primer (Optional) Two plies D2178, type IV or VI in hot asphalt (Optional) One or more layers FlintBoard Iso or ACFoam II not to exceed 4 inches in thickness. Hot asphalt Min.'/cinch DuraBoard or min.'/. -inch FescoBoard Hot asphalt One to three plies applied in hot asphalt Hot asphalt or heat welded 412 F-2 Min. 2,500 psi concrete primed with ASTM D41 primer or unprimed None One or more layers FlintBoard Iso, ACFoam II, ENRGY 3 or Multi -Max FA not to exceed 4 nches in thickness. Hot asphalt or TITESET . Min. /4 -inch DensDeck primed with FlintPrime SA at 0.3 gal/sq. Hot asphalt or TITESET Flintlastic SA Mid Ply, self- adhered (Optional) Flintlastic SA Mid Ply, self -adhered Self -Adhered 192.5 F-3 Min. 2,500 psi concrete primed with ASTM D41 primer or unprimed None One or more layers FlintBoard Iso or ACFoam II not to exceed 4 inches in thickness Insta-Stik or Spray -N -Grip Min. 1/4 -inch DensDeck primed with FlintPrime SA at 0.3 gal/sq. Insta-Stik or Spray -N Grip Flintlastic SA Mid Ply, self- adhered (Optional) Flintlastic SA Mid Ply, self -adhered Self -Adhered 120' F-4 . Min. 2,500 psi concrete primed with ASTM D41 primer or • unprimed None One or more layers ENRGY 3 not to exceed 4 inches in thickness Insta-Stik or Spray -N -Grip Min. '/4 Inch DensDeck primed with FlintPrime SA at 0.3 gal/sq. Insta-Stik or Spray -N -Grip Flintlastic SA Mid Ply, self- adhered (Optional) Flintlastic SA Mid Ply, self -adhered Self -Adhered 112.5 F-5 Min. 2,500 psi concrete primed with ASTM D41 primer or unprimed None One or more layers Multi- Max FA not to exceed 4 • inches in thickness Insta-Stik or Spray -N -Grip Min.'/4-inch DensDeck primed with FlintPrime SA at 0.3 gal/sq. • Insta-Stik or Spray -N -Grip Flintlastic SA Mid Ply, self- adhered (Optional) Flintlastic SA Mid Ply, self -adhered Self -Adhered 67.5 F-6 Min. 2,500 psi concrete None One or more layers FlintBoard Iso, ACFoam II, ENRGY 3 or Multi -Max FA not to exceed 4 inches in thickness Weather-Tite Pourable Foam Insulation Adhesive Min.'/4-inch DensDeck primed with FlintPrime SA at 0.3 gal/sq. Weather-Tite Pourable Foam Insulation Adhesive Flintlastic SA Mid Ply, self- adhered (Optional) Flintlastic SA Mid Ply, self -adhered Self -Adhered 135 F-7 Min. 2,500 psi concrete None One or more layers FlintBoard Iso, ACFoam II, ENRGY 3 or Multi -Max FA not to exceed 4 inches in thickness Weather -Tile One -Step Foamable Adhesive Min.'/4-inch DensDeck primed with FlintPrime SA at 0.3 gal/sq. Weather -Tile One -Step Foamable Adhesive Flintlastic SA Mid Ply, self- adhered (Optional) Flintlastic SA Mid Ply, self -adhered Self -Adhered 192.5 F-8 Min. 2,500 psi concrete None (Optional) One yeore FlintBoardes Iso or ACFoam II not to exceed 4 inches in thickness OlyBond 500 . Min.'/4-inch DensDeck primed with FlintPrime SA at 0.3 gaVsq. OlyBond 500 Flintlastic SA Mid Ply, self- adhered (Optional) Flintlastic SA Mid Ply, self -adhered Self -Adhered 150 F-9 Min. 2,500 psi concrete primed with ASTM D41 primer None ' (Optional) or Onelayers more FlintBoard Iso or ACFoam II not to exceed 4 inches in thickness OlyBond 500 Min.'/4-inch DensDeck primed with FlintPrime SA at 0.3 gal/sq. OlyBond 500 Flintlastic SA Mid Ply, self- adhered (Optional) Flintlastic SA Mid Ply, self -adhered Self -Adhered 120 F-10 Min. 2,500 psi concrete primed with ASTM D41 primer or FlintPrime SA None None N/A None N/A Flintlastic SA Mid Ply, self- adhered (Optional) Flintlastic SA Mid Ply, self -adhered Self -Adhered 550 ESR -1388 I Most Widely Accepted and Trusted Page 14 of 14 TABLE 2F—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT ALL LAYERS BONDED, INSULATED OR NONINSULATED (Continued) SYSTEM NO. SUBSTRATE VAPOR BARRIER INSULATION° COVERBOARD6 ROOF COVER ALLOWABLE UPLIFT CAPACITY (ps) 4 Type Attach5 Type Attach5 Base Ply Cap F-11 Min. 2,500 psi concrete. primed 'nth ASTM D 41 primer or unprimed None None N/A None N/A Flintlastic Base 20 T, heat -welded None Flintlastic FR Cap 30 T, heat- welded 450.0 F 12 Min. 2,500 psi concrete primed with ASTM D 41 primer or unprimed None Min. 1.5 -Inch Flintboard iso Hotwith hot asphalt Mined. '/4 -inch DensDeck or DensDeck Prime Hot mopped with hot asphalt c Base 1201T, heat -welded None Flintlastic 30 T,R heat- welded 480.0 F-13 Min. 18/ plywood at max 24 -inch spans attach 6 -inches o.c. using #8 wood screws primed with FlintPrime SA None None N/A None N/A Flintlastic SA Mid Ply or PlyBase, self - adhered None Self -adhered 127.5 For SI: 1 inch = 25.4mm, 1 psf = 47.88 Pa, 1 gaUsq. = 0.41 Um2, 1 psi = 6.89 kPa. Footnotes for Table 2A thru Table 2F, as applicable: 'Unless otherwise noted, base sheets, ply sheets and cap sheets are as follows: • Base: GLASBASE Base Sheet, FLEXIGLAS Base Sheet, FLEXIGLAS FR Base Sheet, All Weather/Empire Base Sheet, POLY SMS Base Sheet, ULTRA POLY SMS, FLINTGLAS Ply Sheet (Type IV), FLINTGLAS Premium Ply Sheet (Type VI) or Channel Vent • Ply: GLASBASE Base Sheet, FLEXIGLAS Base Sheet, FLEXIGLAS FR Base Sheet, All Weather/Empire Base Sheet, POLY SMS Base, ULTRA POLY SMS, FLINTGLAS Ply Sheet (Type IV) or FLINTGLAS Premium Ply Sheet (Type VI), • Cap: Hot Asphalt Applied: FLINTLASTIC GMS, FLINTLASTIC Premium GMS, FLINTLASTIC FR -P, FLINTLASTIC Premium FR -P, FLINTLASTIC FR Cap Sheet. Heat Welded: FLINTLASTIC STA, FLINTLASTIC STA Plus, FLINTLASTIC GTA, FLINTLASTIC GTA White Diamond, FLINTLASTIC GTA FR, FLINTLASTIC GTS. Self -Adhered: Flintlastic SA Cap -FR 2 Unless otherwise noted; fasteners and plates must be as noted in Table 3. 3Preliminary securement consists of four fasteners per board for boards having any dimension greater than 4 ft and two fasteners per board for boards having a maximum dimension of 4 ft. °For mechanically fastened insulation, coverboards or base sheets the uplift capacity shall meet or exceed Zone 1 roof cladding design pressure requirements, and the fastener density shall be increased at.edge strips and end zones, as defined in Section 6 of ASCE 7 and IBC Section 1609.6.3. For bonded assemblies, the uplift capacity shall meet or exceed the critical roof cladding design pressure requirements (Zone 2 or 3). 5Bonded polyisocyanurate insulation boards must have a maximum 4 x 4 ft dimension. Insulation Adhesive Application Rates are as follows. Consult adhesive manufacturers published installation instructions for further details. • Hot asphalt at 25-30 lbs/square. • Dow Chemical, Insta-Stik applied in 3/4 to 1 inch diameter beads spaced max. 12" o.c. • Dow Chemical, Spray -N -Grip spray applied in full coverage to approximately 1 gallon per square. • Millennium Weather-Tite Pourable Foam Insulation Adhesive applied in 3/4 inch wide strips spaced max. 12" o.c. • Millennium Weather-Tite One Step Insulation Adhesive applied in 3/4 inch diameter beads spaced max. 12" o.c. • Olympic OlyBond 500 applied in 3/4 inch diameter beads spaced max. 12" o.c. • Polyfoam Products TITESET spray applied in continuous 3 inch wide ribbons spaced max. 12" o.c. °Polyisocyanurate insulation must comply with ASTM C 1289, Type! or Type II. Perlite insulation must comply with ASTM C 728. Wood Fiberboard insulation must comply with ASTM C 2089. TABLE 3 -INSULATION AND BASE SHEET FASTENERS AND PLATES DECK TYPE ATTACHING FASTENER PLATE Wood or Steel Insulation or Base Sheet ' SFS Intec Dekfast #12,'#14 or #15 Dekfast Galvalume Steel 3 in. Round or Dekfast Galvalume Hex OMG Standard or HD OMG 3 in. Galvalume Steel Plate or OMG 3 in. Ribbed Plate ITW Buildex #12 or #14-10 Roofgrip AccuTrac, AccuTrac Flat Bottom or Flat Bottom Metal Plate Tru -Fast TP, DP, HD or Ultra SS Tru -Fast MP -3 Tru -Fast DP -H Tru -Fast MPH -3 CertainTeed FlintFast #12 or #14 Fastener FlintFast 3" Insulation Plate ' Concrete Insulation or Base Sheetp SFS Intec Dekfast #14 or Dekspike Dekfast Galvalume Steel 3 in. Round or Dekfast Galvalume Hex OMG HD or CD -10 OMG 3 in. Galvalum Steel Plate or OMG 3 in. Ribbed Plate ITW Buildex #14-10 Roofgrip AccuTrac, AccuTrac Flat Bottom or Flat Bottom Metal Plate Tru -Fast HD or CF Ta Gri p Tru -Fast MP -3 Tru -Fast DP -H Tru -Fast MPH -3 CertainTeed FlintFast #14 Fastener FlintFast 3" Insulation Plate September 18, 2013 40 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Lighthouse Consulting 15111 8th Ave SW, Suite 300 Burien, WA 98166 RE: Refund of Overpayment for Application Number D13-229 Dear Permit Holder, Due to an error in the computer program settings the permit fee calculations were incorrect. This error resulted in an over payment of fees for the building permit which in turn resulted in an overpayment in the plan review fee also. Enclosed is a check in the amount of $103.95 (one hundred three dollars and ninety- five cents). Sincerely, -2t42,4 Bill Rambo Permit Technician File: Permit No. D13-229 End: Check No. 364352 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-229 PROJECT NAME: DERINGER SITE ADDRESS: 16238 42 AV S X Original Plan Submittal Response to Incomplete Letter # DATE: 07-03-13 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 416--c3 'Bt�fldingon Public Works ❑ ' J "" C � �° t Fire Prevention Structural Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete 0 DUE DATE: 07-09-13 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-06-13 Approved n Approved with Conditions 1>r Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PLAN REVIEW CHECKLIST - (Nonstructural) By: Date: 7— y7 1111 Permit App. 9/7--S2 g IBC Edition & State Amend. Project title: Pj^/ #19_0a ---v +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. 'P Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Q3" Review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter , and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. Contractors or Tradespeople Prin.. Friendly Page General/Specialty Contractor A business registered as a construction contractor with LEI 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 BERGIN ROOFING INC UBI No. 601676565 Phone 2068245852 Status Active Address 20815 2Nd PI Sw License No. BERGIRI044JA Suite/Apt. License Type Construction Contractor City Normandy Park Effective Date 4/1/1996 State WA Expiration Date 4/1/2014 Zip 98166 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status BERGIR`077JLBERGI ROOFING Construction Contractor Roofing Gutters/Downspouts4/13/1993 Vice President 4/1/1996 Archived Business Owner Information Name Role Effective Date Expiration Date BERGIN, JOHN Agent 04/01/1996 Bond Amount BERGIN, JOHN President 04/01/1996 790286561760 BERGIN, JOSEPH S Vice President 03/31/2010 DOWLING, MARTIN C Vice President 04/01/1996 12/31/2000 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 GREAT AMER INS CO OF NY 790286561760 02/21/2008 Until Cancelled $12,000.00 03/28/2008 5 GREAT AMER INS CO OF NY 790286561760 04/01/2003 02/21/2008 $6,000.00 02/24/2003 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 21 Hudson National Ins Co TEN12369 04/01/2013 04/01/2014 $1,000,000.00 03/27/2013 20 Houston Specialty Ins Co TEN -10966 04/01/2012 04/01/2013 $1,000,000.00 03/29/2012 19 American Safety Indemnity Co 10TSR369200 04/01/2011 04/01/2012 $i,000,000.0003/31/2011 18 AMERICAN SAFETY INDEMNITY CO 10TSRGL293300 04/01/2010 04/01/2011 $1,000,000.00 03/25/2010 17 CORNHUSKER CAS CO WAC460301 04/01/2007 04/01/2010 $1,000,000.00 03/09/2009 16 CORNHUSKER CAS CO WAC460301 04/01/2007 04/01/2009 $1,000,000.00 03/28/2008 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period httns://fortress.wa. aov/lni/bbin/Print.asnx 07/31/2013 ABBREVIATIONS: ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR APPROX APPROXIMATE BUR BUILT—UP ROOFING BUILDING CENTERLINE CEILING CONTINUOUS DETAIL DIAMETER DIMENSION POINT DRAWING ELEVATION ELECTRICAL EMERGENCY ELECTRICAL PANEL EQUAL EQUIPMENT EXISTING FIRE ALARM FIRE EXTINGUISHER CABINET FINISH FLOOR FLOOR FLUORESCENT BLDG CLG CONT DET DIA DP DWG EL ELEC EMERG EP EQ EQPT EXIST FA FEC FIN FL FL FLUOR GC GL GWB HT ID INSUL MAX MECH MFR MIN M TL MUL NIC NTS OD OFC OPP PTW PLYWD R (R) (R) REF REQ RM RO SCHED SECT SHT SIM SMF STL TEL TYP UON VCT W/ VIF GENERAL CONTRACTOR GLASS GYPSUM WALLBOARD HEIGHT INSIDE DIAMETER INSULATION MAXIMUM MECHANICAL MANUFACTURER MINIMUM METAL MULLION NOT IN CONTRACT NOT TO SCALE OUTSIDE DIAMETER OFFICE OPPOSITE PRESSURE TREADED WOOD PLYWOOD RADIUS RELOCATE REUSE REFRIGERATOR REQUIRED ROOM ROUGH OPENING SCHEDULE SECTION SHEET SIMILAR SHEET METAL FLASHING STEEL TELEPHONE TYPICAL UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE WITH VERIFY IN FIELD w cq GENERAL NOTES: PROPERTY LINE " 38'-3" PARKING /"'�//moi/ii/%Pii'� / ,♦/� �r/2"/i��,�%. PARKING / //ri/re//r)! %// /"Sr//♦ 1r r/ j rr °",..:'%',.;/4.7.1 0- Cl.0 AREA OF WORK 41'-2" 1. THE CONSTRACTOR SHALL HAVE A FULL AND CLEAR UNDERSTANDING OF CONSTRUCTION DOCUMENTS AND SCOPE OF WORK BEFORE A CONTRACT AGREEMENT IS SIGNED. ANY DISCREPANCIES OR QUESTION REGARDING THE DRAWINGS, EXISTING CONDITIONS, OR RECOMMENDED ALTERNATIVES INCLUDING ASSOCIATED COSTS, MUST BE REVIEWED AND APPROVED BY OWNER BEFORE THE PROJECT BEGINS. 2. A COPY OF THE APPROVED PERMIT DRAWINGS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. 4. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS INCLUDING THE DIMENSIONS OF ALL BUILDING ELEMENTS BEFORE STARTING WORK. ANY DEVIATIONS FROM PLANS WHICH IS NECESSITATED BY FIELD CONDITIONS OR ANY FIELD CONDITION DIFFERENT FROM THOSE INDICATED ON THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE TENANT AT ONCE. THE CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH LOCAL AND STATE AGENCIES. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE ARRANGED AND PAID FOR BY THE CONTRACTOR. 6. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE TENANT AND BUILDING MANAGEMENT, INCLUDING AREAS FOR CONSTRUCTION, DEMOLITION, STAGING, STORAGE, ACCESS TO BUILDING AND FLOOR, TIMING OF THE WORK, DELIVERIES, BLDG SYSTEMS TESTS, RELOCATION OF EXISTING—TO—REMAIN EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC. 7. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO OWNER. BEFORE ANY INTERRUPTION IN ELECTRICAL, MECHANICAL, FIRE ALARM, SECURITY, OR PLUMBING SERVICES. CONTRACTOR SHALL COORDINATE SUCH INTERRUPTIONS WITH OWNER. 8. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT, TRANSPORTATION AND UTILITIES NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR AND ALL HIS SUBCONTRACTORS REPRESENT THAT THEY HAVE EACH MADE A THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS, AND THAT THEY EACH HAVE EXAMINED THE CONTRACT DOCUMENTS IN COMPLETE DETAIL AND HAVE DETERMINED THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. 9. CONTRACTOR IS TO PROVIDE OWNER WITH A CONSTRUCTION SCHEDULE PRIOR TO BEGINNING OF CONSTRUCTION. 10. EXISTING EQUIPMENT, FACILITIES AND FINISHES DAMAGED AS A RESULT OF THE WORK SHALL BE RESTORED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO THE APPROVAL OF THE OWNER, AT NO ADDITIONAL COST TO OWNER. EXISTING MATERIALS TO BE REMOVED MAY BE USED FOR PATCHING, WITH APPROVAL OF OWNER. 11. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARDS OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 12. THE CONTRACTOR SHALL MAINTAIN LIABILITY INSURANCE AS REQUIRED BY THE OWNER TO PROTECT HIMSELF AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES RESULTING FROM PERSONAL INJURY OR DEATH OR PROPERTY DAMAGE DURING THE COURSE OF CONSTRUCTION. PARKING 1 in 0 SITE PLAN SCALE: 1" = 20'-0" PROPERTY LINE RE -ROOFING SCOPE OF WORK: -4 STATEMENT OF WORK FOR NORTH BUILDING (16234 42nd Ave S): • TEAR OFF EXISTING ROOF TO (E) SHEATHING • IF NEEDED, REPLACE ANY BAD PLYWOOD WITH 3/4" CDX (NAILING PER CODE) • INSTALL CERTAINTEED FIBERGLASS BASE SHEET WIN SIMPLEX NAILS • INSTALL CERTAINTEED FLINTLASTIC GRANULATED TORCH DOWN • NEW PERIMETER METAL ON EDGES WHERE APPLICABLE • REPLACE EXISTING 4X4 ACRYLIC SKYLIGHTS WITH NEW 4X4 TAM LOW E GLASS SKYLIGHTS HTTP: //TAMSKYLIGHTS.COM/START.PHP?ACTION=FX_GLASS ATEMENT OF: WO E R $Q 1B UJ DIN. (f622nd Ave S) : • TEAR OFF EXISTING ROOF AND LEAVE INSULATION AND DENSDECK • REPLACE ANY WET OR DAMAGED DENSDECK • INSTALL CERTAINTEED FIBERGLASS BASE SHEET WITH SCREWS AND PLATES • INSTALL CERTAINTEED FLINTLASTIC TORCH DOWN • NEW EDGE METAL AT GUTTER EDGES • REPLACE 8 (E) VENTS INSULATION VALUES REQUIRED: (FIELD VERIFY COMPLIANCE PER CODE) u ELECTRICAL RESISTANCE HEATING: R-30 OR U= 0.034 JALL OTHER SPACE HEAT TYPES INCLUDING HEAT PUMPS: R-21 OR U= 0.050 u (SEMI—HEATED SPACE: R-9 INSULATION INSTALLED ENTIRELY OUTSIDE OF THE ROOF STRUCTURE, OR R-11 INSULATION .INSTALLED INSIDE OR WITHIN A WOOD ROOF STRUCTURE, OR R-19 INSULATION INSTALLED INSIDE OR WITHIN A METAL ROOF STRUCTURE REVISIONS N rNnnaes shall be made to the scope t' -!'7( without prior approval of Building Division. N4 r :. ;;,ns will require a new plan submittal L.Li may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: t!° echanical tectrical tumbing as Piping c; of Tukwila Ea...: ";"4O DIVISION FELE COPY Permit No. Pin misw approval is subject to errors and omissions. of construction ion documents does not authorize _ton a` any adopted code or ordinance. Receipt n! Lwproved Field,9o► : ' By Date: 7-3) City Of BUILDING DIVISION SITE LOCATION VICINITY PLAN: SCALE: NOT TO SCALE TAX ID NUMBER: 537980-0680 r3798d 068' LEGAL DESCRIPTION: MC MICKEN HEIGHTS DIV # 2 UNREC VAL OF UNDEEDED STS & ALLEYS INC IN ADJ LOT VAL N 75 FT OF S 1/2 LESS CO RD PLat Block: 5 Plat Lot: 38 CODE INFORMATION: APPLICABLE CODE: IBC 2009 WITH CITY OF TUKWILA AMENDMENTS CONSTRUCTION TYPE: TYPE VA OCCUPANCY TYPE: B OFFICE W/ ACCESSORY A FIRE ALARM: YES NO. OF STORIES: 1 ZONING: NCC (NEIGHBORHOOD COMMERCIAL CENTER) PROJECT DESCRIPTION: ROOF REPLACEMENT AT NORTH (3,240 SF) --AND- ,... SF) BU! PROJECT TEAM: REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2013 City of Tukwila BUILDING DIVISION LIGHTHOUSE CONSULTING 15111 8TH AVE SW, #300 BURIEN, WA 98166 CONTACT: BRETT LARSON ALLBEE ROMEIN TENANT PHONE: 206.466.5200 EMAIL: brett©Ihseattle.com 911 WESTERN AVENUE, SUITE 201 SEATTLE, WA 98104 CONTACT: CALVIN TAM SHEET INDEX: PHONE: 206.292.9101 PHONF: 206.292.9102 EMAIL: calvin©allbeeromein.com GENERAL NOTES & SITE PLAN ROOF PLANS & DETAILS T1.0 A1.0 RtCEIVED CITY OF TUKWILA JUL 032013 PERMIT CENTER 2.7 Immoilik ....11 Alk\i•■1III1■■■1 III 1 '1E111 1■ I► 11■■1 1► gma '1.1111 1111 ■a \I.1 1■ ■ut ;:; la1 :';vs ALLBEE-ROMEIN 911 Western Avenue Suite 201 Seattle, WA 98104 Phone 206.292.9101 Fax 206.292.9102 Stamp LIGHTHOUSE CONSULTING TENANT IMPROVEMENT 162 , 42nd Ave S TUKW , WA 98188 CONSTRUCTION DOCUMENTS Date: 7/3/13 Description: PERMIT SET Project No.: Drawn: 493.00 CT Key Plan GENERAL NOTES Sc SITE PLAN Sheet No: T7.0 PTW CURB SIM 4 co (E) METAL AWNING 70'-6Y2" PER MANUFACTURERI, ROOF PLAN - SCALE: 1/8" = 1'-0" (E) CURB SKYLIGHT FRAME SHEET METAL FLASHING BUILT-UP ROOFING OVER UNDERLAYMENT PER MFR'S SPECIFICATION (E) ROOF DECK TYPICAL CURB DETAIL AT SKYLIGHT SCALE: 1/2" = 1'-0" 6 PTW CURB PER MANUFACTURER SIM Cf) (E) CURB (E) VENT HOOD SHEET METAL COUNTERFLASHING BUILT-UP ROOFING OVER UNDERLAYMENT PER MFR'S SPECIFICATION (E) ROOF DECK (E) EXHAUST DUCT SIM (E) METAL AWNING PTW 3x6 CURB/NAILER; BEVEL AS INDICATED SHEET METAL COPING A1.0 58'-11" 16-10" TYP (E) PARAPET TYP Co OUTLINE OF (E) BUILDING ENVELOPE BELOW, TYP NOTE: REMOVE EXISTING BUILT-UP ROOF SYSTEM AND REPLACE WITH SPECIFIED BUILT-UP ROOF SYSTEM. INSTALL PER MANUFACTURER RECOMMENDATIONS. (E) METAL AWNING BACK SUPPORT, TYP w 0 -J U) HP (E) SKYLIGHT TO BE REPLACED, TYP (QUANTITY 7) SL SL w 0 w (E) CURB TO BE REMOVED (E) HEAT PUMP, TYP (E) GOOSENECK VENT SL SL TYP JJ 74,-4" (E) GUTTER TYP HEX HEAD SCREW W/ NEOPRENE WASHERS © 24" O.C. BULIT-UP ROOFING ROOF PLAN - NORTH BUILDING SCALE: 1/8" = 1'-0" SLOPE (E) ROOF SHEATHING (E) ROOF RAFTERS SHEET METAL FLASHING - CONT CLEAT C‘I (E) WALL TYPICAL CURB DETAIL AT EXHAUST HOODC ROOF EDGE DETAIL SCALE: 1/2" = SCALE: 1 1/2" = 1'-0" BUILT-UP ROOFING (E) ROOF SHEATHING (E) ROOF RAFTERS WATER RESISTANT BARRIER, LAP OVER FLASHING SHEET METAL EDGE FLASHING (E) GUTTER (E) WALL ASSEMBLY ROOF GUTTER EDGE DETAIL SCALE: 1 1/2" = 1'-0" TOP OF (E) PARAPET WALL BEYOND ASSEMBLY (E) SHEATHING (E) WATER RESISTANT BARRIER, LAP OVER FLASHING (E) METAL SIDING CANT STRIP (E) WALL BUILT-UP ROOFING (E) ROOF SHEATHING 7 PARAPET DETAIL SCALE: 11/2" = 1'-0" ASSEMBLY FLASHING .:•••• ..'” :::'''.•:•:•;;;;;.:,::;, s•-•:."•:;' :•:' '.*::.:. • :.' b:i'v:s 7... •";.•''.:; :'....:.;:%:::'.;*•:, ..,..........-:, ... 2 STRIPPING ;:.5•:.•-•:•:::,::::::•:`:•;,-:-,-,..;:.....c...4.;,.: „.i..,..:•z: .....,, .;•,....: .......;•:.;••,,,, :)..: •,••:..:,.!.,............. :• : •.:•-, •• ••••••••••:.•,.......-•••••;,.....:-.:,\:....;;:!--...:..........:4..../•,....:•:.•••:. PLY FELTS SET ,,...,:,-„,.,,::„,....,....„..vi.,,:4,..„,-.,:........,-,,,,_y IN ASPHALT . . s, ::,-1:!..'',...:...'.. ..;,.......::: ':...,:i......01:';:......;::::.,....ii.::: :-.:•:`..s.::%.....4 .. APPROPRIATE BASE SHEET PLY FELTS UNDER FLANGE VENT PIPE SIM - • CAP SHEET LEAD CAP imillikiklill.k11111111111111111111111.1.1,1•111111111111111111 IIIII li II 6 . '11°1 I 4/11 11 EMI IMP IIII ALLBEE-ROMEIN 911 Western Avenue Suite 201 Seattle, WA 98104 Phone 206.292.9101 Fax 206.292.9102 REVIEWED FOR COD OMPLIAN APPROVED JUL 2 2 2013 City of Tukwila BUILDING DIVISION MIN. 2-1/2 LB. LEAD FLASHING SLEEVE - PRIME BOTH SIDES OF FLANGE AND SET IN MASTIC - PROVIDE LEAD CAP @ TOP OF PIPE (E) ROOF DECK TYPICAL ROOF PENETRATION FLASHING DETAIL SCALE: NTS SMF COPING - REFER TO 4/A1.0 FOR ADDITIONAL NOTES & REQUIREMENTS PTW CURB/NAILER - REFER TO DETAIL 4/A1.0 NOTE: REFER TO MANUFACTURER'S SPECIFICATION FOR ADDITIONAL BUILT-UP ROOF SYSTEM REQTS. GRANULE CAP SHEET PLY FELTS - EXTEND TO THE TOP OF CANT STRIP, FULLY ADHERED APPROPRIATE BASE SHEET LIGHTHOUSE CONSULTING TENANT IMPROVEMENT 16234 42nd Ave S TUKWILA, WA 98188 CONSTRUCTION DOCUMENTS Date: 7/3/13 Description: PERMIT SET Project No.: Drawn: 493.00 CT Key Plan RECEIVED CITY OF TUKWILA JUL 0 3 2013 PERMIT CENTER ROOFING PLANS 8c DETAILS Sheet No: BUILT—UP—ROOF (BUR) ASSEMBLY DETAIL A1.0 SCALE: 1" = c—O" 69'-2Y2" 5 CONDUIT ALO (E) (E) GUTTER TYP A1.0 El iii i BUILDING ENVELOPE OUTLINE OF (E) ' BELOW, TYP / (E) VENTILATION N ROOF CAP, TYP 6 Ill CL A1.0 N TYP 0 TYP ALO (E) PARAPET ru' AWNING BACK NOTE: REMOVE EXISTING BUILT-UP ROOF SYSTEM AND (E) METAL SUPPORT, TYP REPLACE WITH SPECIFIED BUILT-UP ROOF SYSTEM. INSTALL PER MANUFACTURER RECOMMENDATIONS. 1w a. —Ile N e- 0 --/ CO / 11 A1.0 L. Typ 8'-0" 5 14'-5" 28'-7" 27'-63/2" ALO PER MANUFACTURERI, ROOF PLAN - SCALE: 1/8" = 1'-0" (E) CURB SKYLIGHT FRAME SHEET METAL FLASHING BUILT-UP ROOFING OVER UNDERLAYMENT PER MFR'S SPECIFICATION (E) ROOF DECK TYPICAL CURB DETAIL AT SKYLIGHT SCALE: 1/2" = 1'-0" 6 PTW CURB PER MANUFACTURER SIM Cf) (E) CURB (E) VENT HOOD SHEET METAL COUNTERFLASHING BUILT-UP ROOFING OVER UNDERLAYMENT PER MFR'S SPECIFICATION (E) ROOF DECK (E) EXHAUST DUCT SIM (E) METAL AWNING PTW 3x6 CURB/NAILER; BEVEL AS INDICATED SHEET METAL COPING A1.0 58'-11" 16-10" TYP (E) PARAPET TYP Co OUTLINE OF (E) BUILDING ENVELOPE BELOW, TYP NOTE: REMOVE EXISTING BUILT-UP ROOF SYSTEM AND REPLACE WITH SPECIFIED BUILT-UP ROOF SYSTEM. INSTALL PER MANUFACTURER RECOMMENDATIONS. (E) METAL AWNING BACK SUPPORT, TYP w 0 -J U) HP (E) SKYLIGHT TO BE REPLACED, TYP (QUANTITY 7) SL SL w 0 w (E) CURB TO BE REMOVED (E) HEAT PUMP, TYP (E) GOOSENECK VENT SL SL TYP JJ 74,-4" (E) GUTTER TYP HEX HEAD SCREW W/ NEOPRENE WASHERS © 24" O.C. BULIT-UP ROOFING ROOF PLAN - NORTH BUILDING SCALE: 1/8" = 1'-0" SLOPE (E) ROOF SHEATHING (E) ROOF RAFTERS SHEET METAL FLASHING - CONT CLEAT C‘I (E) WALL TYPICAL CURB DETAIL AT EXHAUST HOODC ROOF EDGE DETAIL SCALE: 1/2" = SCALE: 1 1/2" = 1'-0" BUILT-UP ROOFING (E) ROOF SHEATHING (E) ROOF RAFTERS WATER RESISTANT BARRIER, LAP OVER FLASHING SHEET METAL EDGE FLASHING (E) GUTTER (E) WALL ASSEMBLY ROOF GUTTER EDGE DETAIL SCALE: 1 1/2" = 1'-0" TOP OF (E) PARAPET WALL BEYOND ASSEMBLY (E) SHEATHING (E) WATER RESISTANT BARRIER, LAP OVER FLASHING (E) METAL SIDING CANT STRIP (E) WALL BUILT-UP ROOFING (E) ROOF SHEATHING 7 PARAPET DETAIL SCALE: 11/2" = 1'-0" ASSEMBLY FLASHING .:•••• ..'” :::'''.•:•:•;;;;;.:,::;, s•-•:."•:;' :•:' '.*::.:. • :.' b:i'v:s 7... •";.•''.:; :'....:.;:%:::'.;*•:, ..,..........-:, ... 2 STRIPPING ;:.5•:.•-•:•:::,::::::•:`:•;,-:-,-,..;:.....c...4.;,.: „.i..,..:•z: .....,, .;•,....: .......;•:.;••,,,, :)..: •,••:..:,.!.,............. :• : •.:•-, •• ••••••••••:.•,.......-•••••;,.....:-.:,\:....;;:!--...:..........:4..../•,....:•:.•••:. PLY FELTS SET ,,...,:,-„,.,,::„,....,....„..vi.,,:4,..„,-.,:........,-,,,,_y IN ASPHALT . . s, ::,-1:!..'',...:...'.. ..;,.......::: ':...,:i......01:';:......;::::.,....ii.::: :-.:•:`..s.::%.....4 .. APPROPRIATE BASE SHEET PLY FELTS UNDER FLANGE VENT PIPE SIM - • CAP SHEET LEAD CAP imillikiklill.k11111111111111111111111.1.1,1•111111111111111111 IIIII li II 6 . '11°1 I 4/11 11 EMI IMP IIII ALLBEE-ROMEIN 911 Western Avenue Suite 201 Seattle, WA 98104 Phone 206.292.9101 Fax 206.292.9102 REVIEWED FOR COD OMPLIAN APPROVED JUL 2 2 2013 City of Tukwila BUILDING DIVISION MIN. 2-1/2 LB. LEAD FLASHING SLEEVE - PRIME BOTH SIDES OF FLANGE AND SET IN MASTIC - PROVIDE LEAD CAP @ TOP OF PIPE (E) ROOF DECK TYPICAL ROOF PENETRATION FLASHING DETAIL SCALE: NTS SMF COPING - REFER TO 4/A1.0 FOR ADDITIONAL NOTES & REQUIREMENTS PTW CURB/NAILER - REFER TO DETAIL 4/A1.0 NOTE: REFER TO MANUFACTURER'S SPECIFICATION FOR ADDITIONAL BUILT-UP ROOF SYSTEM REQTS. GRANULE CAP SHEET PLY FELTS - EXTEND TO THE TOP OF CANT STRIP, FULLY ADHERED APPROPRIATE BASE SHEET LIGHTHOUSE CONSULTING TENANT IMPROVEMENT 16234 42nd Ave S TUKWILA, WA 98188 CONSTRUCTION DOCUMENTS Date: 7/3/13 Description: PERMIT SET Project No.: Drawn: 493.00 CT Key Plan RECEIVED CITY OF TUKWILA JUL 0 3 2013 PERMIT CENTER ROOFING PLANS 8c DETAILS Sheet No: BUILT—UP—ROOF (BUR) ASSEMBLY DETAIL A1.0 SCALE: 1" = c—O"