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Permit D13-228 - LIGHTHOUSE CONSULTING - REROOF
LIGHTHOUSE CONSULTING INC 16234 42 AV S D13-228 City ofliukwila 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 DEVELOPMENT PERMIT Parcel No.: 5379800680 Address: 16234 42 AV S TUKW Suite No: Project Name: LIGHTHOUSE CONSULTING INC Permit Number: D13-228 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 , SEATTLE 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: $26,200.00 Fees Collected: $1,045.65 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 D13-228 Printed: 07-31-2013 • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: N Public: Non -Profit: N Public: Date: • I I hereby certify that I have read and ed this permit and know the same to be true and correct. Ali provisions of law and ordinances governing this work will be complied hether specified herein or not. The granting of this permit does not pre"' e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: 1/Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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 D13-228 Printed: 07-31-2013 7: All electrical work shall be inspected and aped under a separate permit issued by the CI of Tukwila Building Department (206-431-3670). B: 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: ***FIRE DEPARTMENT CONDITIONS*** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: 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) 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 14: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 15: 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 D13-228 Printed: 07-31-2013 CITY OF TUKWILA 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.: 5379800680 Site Address: 16234 42nd Ave S, Tukwila WA 98188 Suite Number: Floor: 1 Tenant Name: Lighthouse Consulting Inc PROPERTY OWNER Name: John Bergin Name: GLJ IRA Investments Address: 20815 2nd P1 SW Address: 110 Central Ave N City: Seattle State: WA City: Kent State: WA Zip: 98032 CONTACT PERSON person re all project communication Name: John Bergin Address: 20815 2nd P1 SW Address: 20815 2nd P1 SW City: Seattle City: Seattle State: WA Zip: 98166 Phone: (206) 824-5852 Fax: (206) 870-0585 Email: mwbergin@comcast.net Tukwila Business License No.: GENERAL CONTRACTOR INFORMATION` Company Name: Bergin Roofing Inc Address: 20815 2nd P1 SW Company Name: 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.: 0*(-- O' \ 1,'- H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised- 8-9-1 I.docx Revised: August 2011 bh New Tenant: m Yes ..No ARCHITECT OF RECORD Name: GLJ Ira Investments Address: 110 Central Ave N Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: GLJ Ira Investments Address: 110 Central Ave N Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: GLJ Ira Investments Address: 110 Central Ave N City: Kent State: WA Zip: 98032 otc Page I of 4 BUILDING PERMIT INFORMATI- 206-431-3670 Valuation of Project (contractor's bid price): $ 26,200 Describe the scope of work (please provide detailed information): Tear off arid replace existing roofing material Will there be new rack storage? 0 Yes Existing Building Valuation: $ 406,400 m.. 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? ❑ Yes IZ] No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ® Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ® No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County. Health Department. HMpplications\Forn s -Applications On Line \2011 Applications\Pemiit Application Revised- 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 3,240 0 0 0 VA B 2nd Floor 3rd 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? ❑ Yes IZ] No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ® Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ® No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County. Health Department. HMpplications\Forn s -Applications On Line \2011 Applications\Pemiit Application Revised- 8-9-11.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 OWNER ONT: Signature: Print Name: Brett Laraon Mailing Address: 15111 8th Ave SW H:\Applications\Form-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I does 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.gov RECEIPT Parcel No.: 5379800680 Permit Number: D13-228 Address: 16234 42 AV S TUKW Status: PENDING Suite No: Applied Date: 07/03/2013 Applicant: LIGHTHOUSE CONSULTING INC Issue Date: Receipt No.: R13-02057 Payment Amount: $1,045.65 Initials: WER Payment Date: 07/03/2013 11:26 AM User ID: 1655 Balance: $0.00 Payee: LIGHTHOUSE CONSULTING INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 142152 ACCOUNT ITEM LIST: Description 1,045.65 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $1,045.65 631.00 410.15 4.50 D...,+ .1 117_,11_1(11 INSPECTION RECORD Retain a copy with permit, INSPECTION NO. PERMIT NO. `, CITY OF TUKWILA BUILDING 'DIVISION (r 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje -. 47 t it l JS Type of Inspectio • ft e LO d l Ad r�esns. �/% .� �dI ai 4 ,___ /� V Dat a(lhedt �'�Aj /� (/� & I l 1' V 1 6 �1 1 III / iv �4-t.... Special,+,Instruction a l G j) /� Date Wanted:/ (19..4 Requester: Phone No: Approved. "per applicable codes. Corrections required prior to approval. COMMENTS: PrM Pr(��" /,- lnspectCr: i Date. ; 1-13 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1I,/'� i' Q f,. � I/I 1.1 )1 t' PROPOSAL SUBMITTED TO: Jys2O8 15 2nd PI. SW lY Seattle, WA 98.166 206-824-5852 Cont. # BERGIRIO44.1.A WORK TO BE PERFORMED AT: (PROPOSAL NO. SHEET NO. DATE / ;/_ J'r- /1 /NAMEADDRESS 6*Yy J 4J Joy, . 1)4,1-01-4/1 1ii /-9✓/ Jgie /A -0 e -P fi deb l2 alb 3fpf k &fib /6 2 3V : .' 2 A y 1'h J9' 17 .f/» o'ii. -6 ,1(iri4la1- /- iskeh wr,e A1/ ,I/fJ ADDRESS is el.,/ er-Mief\et- ih en/ A qy e.i wA ekz a /1 c t le I/' L✓ 1 4 Aa f!' /' d'/ U ,C- L e /,lfiln dY:c 2— Y4 J4, /, e i G / f� , 9ary �' d f � ' _ - �� } ,� DATE OF PLANS t P r /�1 i/h Pot 1 t t i' �, ' PHONE NO. - 512 % ‘ d P 2 U C ,p' z 7 v L ARCHITECT (%RIC,1h chitty- y- alq We hereby to furnish the materials and perform the labor necessary for the completion of propose I Teter a//-ekLI-7 y r1-04. . 2. i.- P e e re, d a/j"ft, ley Jag// I l /� L,ak 170 J e>° .i- . 1)4,1-01-4/1 1ii /-9✓/ Jgie /A -0 e -P fi deb l2 alb 3fpf k &fib y 1'h J9' 17 .f/» o'ii. -6 ,1(iri4la1- /- iskeh wr,e A1/ ,I/fJ is el.,/ er-Mief\et- ih en/ A qy e.i wA ekz a /1 c t le ,C- L e /,lfiln dY:c 2— Y4 J4, /, e i 7. j— hew e L% % ,!/?',, 1r7Le J RECEIVED CiTYuF TUKWILA I. to e 0.// jo-iiia 7 -44,x -p- . dr -e e d jiii if /,4J NOV 19 2013 ,,) // f ri ce d� o- it r f ii c./4 Al (� _ / � � it 4 6/Bc,p h�a JA C17de 4h h-eee li Pi C� moo) /'11.4 I hi. N ItH /Z` fP OlP� d" h P -� r a d �' ioA Q 7� h e 9�y f Cir / � 1L / 1 ���r� 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 in manner for the sum of completed a substantial workmanlike Dollars ($ 2 6} i 4-a) ) with payments to be made as follows. 1/,Cf 1/1",Cafei /ei hi- / (/ ✓4/,JJ T 2 % / 9,61) 14‘?7.0 Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge Respectfully the All agreements contingent upon strikes, 4.— over and above estimate. submitted accidents, or delays beyond our control. Per fr✓ Note — this may be withdrawn by us if not accepted within days. J proposal ACCEPTANCE OF PROPOSAL The aboveprices, specifications, andconditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. Date Signature Signature Matianw D8118 3-12 CertainTeed Technical Product Data SAINT-GOBAIN FILE copy GLASBASETM BASE SHEET Product Information Technical Data ASPHALT COATED, FIBER GLASS BASE SHEET 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 applied in 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: Tensile Strength (Ibin.): Wet process fiber glass mat MD/XD = 69/50 b13 -.u8 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 3 2013 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 requiring priming 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 set 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.certainteed.com CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 Professional: 800-233-8990 http://blog.certainteed.com Consumer: 800-782-8777 e 07/12 CertainTeed Corporation, Printed In the U.S.A. Code No. COMM -025 rrinTra SAINT GOBAIN CertainTeed Technical Product Data FILE COPY FLINTLASTIC® GTATM APP MODIFIED BITUMEN ROLL ROOFING PRODUCTS Product Information Technical Data REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2013 City of Tukwila BUILDING DIVISION 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. CRe C Support Mat: High performance, puncture and tear resistant, non -woven polyester mat. Test Description Test Method Solar Reflectance Index (SRI): Softening Point Tensile Strength: Elongation: Dimensional Stability: Low Temperature Flex: Compound Stability: Thickness: Tear Strength: ASTM E1980 ASTM D36 ASTM D5147 73.4 +/- 3.6°F MD/XD ft0+/-3.6°FMD/XD ASTM D5147 073.4+/-3.6°FMD/XD @0+/-3.6°FMD/XD ASTM D5147 MD/XD ASTM D5147 ASTM D5147 ASTM D5147 ASTM D5147 73.4 +/- 3.6°F MD/XD Results* 27 310°F 105/60 lbs./in. 130/80 lbs./in. 50%/55% 30%/20% 0.5%/0.3% Pass @ 8°F 250°F 4.2mm (168 mils) 155/95 lbs. *NOTE: Published results are nominal production values confirmed by independent laboratory testing. RECEIVED CITY OF TUKWILA JUL 032013 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 Tess 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 C 07/12 CertainTeed Corporation, Printed in the U.SA. Code No. COMM -020 SAINT GOBAIN ICC EVALUATION Most Widely Accepted and Trusted ICC -ES Evaluation Report FILE COPY ESR -1388 Reissued March 1, 2012 • This-repertillesubject to renewal May 1, 2014. www.icc-es.orq 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 (IBC) Cod/1WED FOR _ papE COMPLIANC APPROVED 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 Co o<, ®IBC impregnated and covered with SBS modified bitumen. The embrane is a Type II, Grade G, membrane complying th ASTM D 6164 and intended for adhesive or hot phalt application. The membrane weighs approximately 814 pounds per square yard (4.6 kg/m2). • 2006 International Residentia • 1997 Uniform Building Code T' Properties evaluated: • Fire classification • Wind uplift resistance • Physical properties • Impact resistance 2.0 USES JUL 2 2 2013 �tt�� City of Tukwila The CertainTeed Flintlastic mod 914/15W a3r5'rAgrXJP.lirS 10 membranes are used as roof coverings in Class A, B or C 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, 3 .4 Flintlastic SA P -Cap FR: Flintlastic SA P -Cap F is a 0.15 -inch -thick (3.8 mm), granular -surfaced, r enforced, SBS modified bitumen roofing membrane nufactured from a nonwoven polyester fabric i pregnated and covered with SBS modified bitumen. The mbrane is a Type I, Grade G, membrane complying h ASTM D 6164 and intended for self -adhered plication. 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). RECEIVED ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addrel&ToYarOFp tNMr / I as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. nm Copyright © 2012 k•-•22-9 JUL 0 3 2013 7..71=o714 PERMIT CENTER 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 10. 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 10, 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 plastic insulation 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 isover 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 DECKS° SYSTEM NO. CLASS MAX. ROOF SLOPE VAPOR BARRIER OR ANCHOR SHEET` INSULATION2'3'e / THICKNESS ROOF COVER Base Sheet` Ply Sheet` Membrane Surfacing A-1 A 1:12 (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 (NM) None Flintlastic GTA or GTS (HW) or Flintlastic GMS (HM) or Premium GMS (HM) Kamak No. 97 Fibrated Aluminum at 11/2 gal/sq. A-2 A a /4:12 (Optional) Type G2 or G2 Glasbase (MA) or (HM)or Perlite, glass fiber or wood fiber / max. 7.2-inchFibrated Type G2 or G2 Glasbase (MA) (HM) None Flintlastic STA or STA Plus (HW) Kamak No. 97 Aluminum at 11/2 gal/sq. A-3 B 1:12 (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-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 (NW) Tropical 120AF, Kamak No. 97 AF, Henry No. 520, Grundy AIMB AF at 11/2 gal/sq. or Monsey Fibered Asphalt Emulsion or Henry No. 107 Emulsion at 3 gal/sq. A-5 A 1'12:12 None Polyisocyanurate, perlite, glass fiber or wood fiber / any thickness Type G2 or G2 Glasbase (MA) or (NM) (Optional) One or more Type(HW) G1 or G2 (HM) Flintlastic GTA -FR None A-65 A 1/2:12 None 1.5 -inch min. to 4 in. max. ENRGY 3, ACFoam II or FlintBoard Iso followed by min. 3/4 -inch Fesco Board or Permalite or min. '/z inch DensDeck or DensDeck Prime Glasbasegor Flexiglas or Flexiglas FR (MA) (Optional) PoIySMS or UltraPol SMS base applied with Kamak No. 81 at 11/2 gaVsq. Flintlastic FR -P, Premium FR -P or Flintlastic FR CapNone applied with Kamak No. 81 at 11/2 gaVsq. A-7 A 1'/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. = 0.41 Um2. 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) Karnak No. 97 Fibrated Aluminum at 1'/2 gal/sq. B-2 A 1/4:12 Type G2 or G2 Glasbase (MA) or (HM) None Flintlastic STA or STA Plus (HW) Karnak No. 97 Fibrated Aluminum at -11/2 gal/sq. B-3 B 1:12 Type G2 or G2 Glasbase (MA) or (HM) None Flintlastic STA or STA Plus (NW) KarnakFibrated Alumminumm at 1 11 /z gal/sq. B-4 A 1'/2:12 Type G2 or G2 Glasbase (MA) or (HM) (Optional) One or more Type G1 or G2 (NM) Flintlastic GTA -FR (HW) None B-5 A 1/2:12 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 CLASSIFICATIONS1'7INSULATED COMBUSTIBLE DECKS6 Page 5 of 14 SYSTEM NO. CLASS MAX. ROOF SLOPE VAPOR BARRIER OR ANCHOR SHEET' zse INSULATION ' ' / THICKNESS ROOF COVER Base Sheet4 Ply Sheet4 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) Flintlastic GTA or GTS (HW) or Flintlastic GMS or Premium GMS (HM) Karnak No. 97 Fibrated Aluminum at 1 /2 gaVsq. C-3 A 1/4:12 (Optional) Type G2 or G2 Glasbase (LL) or (MA) Perlite /min. 1.5 inch 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 11/2 gal/sq. C-4 A '/2:12 None Polyisocyanurate, perlite, glass fiber or wood fiber / any thickness Type G2 or G2 Glasbase (MA)'or (HM) None Flintlastic FR Cap (HM) None C-5 A '/2:12 None 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 Base or POIySMS Base adhered with Monsey Bakor MBA Gold Adhesive at 1'/2 gal/sq. Flintlastic FR Cap adhered with Monsey Bakor MBA Gold Adhesive at 1'/2 gaVsq. None C 6 A '/2:12 None DensDeck / min. /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 C-8 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 Flldi Past c ly (SA) PlyBase (SA) Flintlastic SA Cap FR (SA) None C-11 A 02:12 None Flintboard ISO / min. 1.5 inch (presecured) DensDeck /min. 1/4 -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 I/m2. ESR -1388 I Most Widely Accepted and Trusted TABLE 1D—EXTERNAL ROOF FIRE CLASSIFICATIONS" NONINSULATED COMBUSTIBLE DECKS6 Page 6 of 14 SYSTEM NO. CLASS MAX. ROOF SLOPE ROOF COVER. Base Sheet • Ply Sheet Membrane Surfacing D-1 A /z: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 11/2 gal/sq. D-2 A '/4:12 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 1/2:12 Type G2 or G2 Glasbase (MA) or (HM) None Flintlastic FR Cap (HM) None D-4 A '/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 1'/2 gaVsq. None D-5 B '/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 1/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. 'Foam 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. 4Type 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. 6Combustibie wood decks must be minimum 15/32 -inch -thick (11.9 mm) plywood, 7/,6 -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 6Polyisocyanurate 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 INSULATION6 COVERBOARD6 ROOF COVER' 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 fastenerHot per 1.3 ft2 Min. 3/4 -inch FescoBoard mopped 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 Mm. '/z -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 ft2 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. 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 SYSTEM NO. SUBSTRATE INSULATIONS COVERBOARD6 ROOF COVER' ALLOWABLE UPLIFT CAPACITY (Pst) 4 Type Attach' Type Attachment Method Base Ply Cap B-1 Min. 22 ga. Steel, min. 2,500 psi conrete or min. 19/32 -inch 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 ftz Flintlastic 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 11, ENRGY 3 or Multi -Max FA 1 fastener per 1.3 ft2 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 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 1Min. fastener per 1 3 ft2through 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-4Steel Min. 22 ga. 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 ft2 One to three plies in hot asphalt full -mop or spot mopped in hot asphalt 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. /2 inch 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 -724 Min. '9/3rinch plywood at max -inch spans attach 6 -inch o.c. using 8d ring shank nails (Optional) One or more layers min. 1.5" ACFoam II, ENRGY 3, H -Shield, Mult-Max FA3 or FlintISO Loose laid Min. 1.5" ACFoam II, ENRGY 3, HShield, Mult-Max FA3 or FlintISO . 1 fastener per 1.45 rr Flintlastic SA Mid Ply or PlyBase, self- adhered (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-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 1 fastener per 2 ft' Flintlastic Base 20 T, heat welded None Flintlastic FR Cap 30 T, heat welded 45.0 B-9 Tectum 1 Plank (install per ESR -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 ft 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 Page 8 of 14 TABLE 2C—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT MECHANICALLY ATTACHED BASE SHEET OVER INSULATION SYSTEM NO. INSULATIONS COVERBOARD6 ROOF COVER' ALLOWABLE USUBSTRATE CAPACITY (psf) Type Attach Type Attachment Method Base 2 UPLIFT Ply Cap C 1 Min. 22 ga. steel or min. 2,500 psi concrete Mn.i1.5-inch, min. 2.0 pd polyisocyanurate Loose laid (Optional) FM a Approved min. /4-i1nch perlite min. /ranch wood fiberboard or min. 1/4 -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 pd polyisocyanurate Loose laid (Optional) FM Approved Min. a /� inch perlite min. /2 inch wood fiberboard or min. 1/4 -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 a Approved min. 3/4 -inch perlite min. /2 -inch wood fiberboard or min. '/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 concrete or min. /-inch plywood Min. 1.5 -inch, min. 2.0 pd polyisocyanurate Loose laid (Optional) FM Approved min. s pp /� inch perlite min. /2 -inch wood berboard 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. 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 HD1/HD6 or min. 3/a inch ConPed, 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 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 2500 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. /a inch ConPerl, Fesco Board or EnergyGuard Perlite or min. '/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. 2,500 psi concrete Max. 3 -inch -thick OC FOAMULAR 350 or max. flinch- 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. %a -inch ConPerl, Fesco Board or EnergyGuard Perlite or min. 1/4 -inch DensDeck or DensDeck Prime Presecured3 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 Page 9 of 14 TABLE 2C—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT MECHANICALLY ATTACHED BASE SHEET OVER INSULATION (Continued) SYSTEM NO. SUBSTRATE INSULATION' COVERBOARD' ROOF COVER' ALLOWABLE UPLIFT CAPACITY (psf) 4 Type Attach Type Attachment Method Base2 Ply Cap C-8 Min. 22 ga. steel or min. 2,500 psi concrete Max. 3inch-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.'/cinch 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. '/4 -inch DensDeck or DensDeck Prime Presecured3 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. 4 -inch- thick H -Therm AP, y 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 3 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-10 (Recover) Min. 22 ga. steel or min. '/4 -inch plywood None N/A Min.'/2-inch to max 1 -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 to max. 1 -inch ConPerl,in 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. 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 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,. equally spaced, staggered center rows (excludes ITW Buildex fasteners 8, plates) (Optional) PoIySMS or UltraPoly SMS base applied in Karnak 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. "/;Q -inch 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 FlintlSO Loose laid Min.'/4-inch DensDeck or DensDeck Prime Presecured' Flintlastic SA NailBase attached 8- inches o.c. in a 3- Inch lap and 8- inches o.c. in two, equally spaced, staggered center rows 35 -inches o.c. (Optional) Flintlastic SA Mid Ply or PlyBase, self - adhered Self -Adhered 82.5 C-13 22 ga. Steel g n. 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 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 INSULATION' COVERBOARD' ROOF COVER' ALLOWABLE UPLIFT CAPACITY (psf) Type Attach Type Attachment Method Base s Ply Cap C-14 9 Min. 22Steel 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. t/4 -inch DensDeck or DensDeck Prime Loose laid Flintlastic Base 20 T attached 12 -inches D.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 INSULATION' COVERBOARD' ROOF COVER ALLOWABLE UPLIFT CAPACITY (psf) Type Attach Type Attachment Method Base Ply Cap D-1 ,a Min. /,z -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 (Optional) One or more layers min. 1.5 -inch, min. 2.0 pcf polyisocyanurate Hot asphalt Min. 3/4 -inch FescoBoard or min. '/2 -inch High Density Fiberboard Roof Insulation Hot asphalt .One to three plies applied in hot asphalt Hot asphalt or heat welded 60 D-2 Min. 1B/winch plywood Glasbase or Flintglas Premium Ply Sheet attached with 11 ga. annular ring shank nails & min. 15/s -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 Min. /4 -Inch FescoBoard or min. , 'r/ inch 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 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 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, Plexiglas 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 , miri. /z -inch 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 INSULATION° 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 Tectum1 (install per ESR -1112) �) or Flintlastic Base 20 T fastened with ES Products fasteners Min. /4 -inch DensDeck or DensDeck Prime Hot mopped with hot asphalt None N/A (Optional) (Optional)(Optional) One ply of Flintastic Base 20 T, heat welded (Optional) One ply of Flintastic Base 20 T, heat welded (ply ofOptional) e Flintastic Base 20 T, heat welded One ply of FlintasticD-10 Base 20 T, heat welded Existing substrate D -11 Min. 18/,z -inch Plywood at max 24 -inch spans attach 6 -inches o.c. using 8d ring shank nails All Weather Empire, Flex -I -Gies, 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 lnsta-Stick, OlyBond 500, OlyBond Green, Pliodeck, ITESET or WeatherTite One Step Foamable, 4" o.c. Min. 1/4 -inch DensDeck, DensDeck Prime 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 -Prime SA) None Self - adhered 52.5 D-12 Min. 19/3rinch 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, Mull- Max FA3 or FlintISO Insta-Stick, OlyBond 500, Greend Green, Pliodeck, ITESET or WeatherTite One Step Foamable, 4 -inches o.c. , Min. /4 Securock lnsta-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. 19/32 -inch 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 PotySMS 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 FlintlSO Insta-Stick, OlyBond yBond OlPlywood Green, Pliodeck, ITESET or WeatherTite One Step Foamable 4-inches 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 TABLE 2E—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT MECHANICALLY ATTACHED BASE SHEET, NONINSULATED Page 12 of 14 SYSTEM NO. SUBSTRATE ROOF COVER' ALLOWABLE UPLIFT CAPACITY (psf) 4 Base Ply Cap E ,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 1 (Optional) One or two plies in hot asphalt Hot asphalt or heat welded 60.0 E-2 Min. 1/18 -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. 15/32 -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 two, equally spaced, staggered center rows (Optional) One or two plies in hot asphalt Hot asphalt or heat welded 45.0 E-4 Min. 15/32 -inch OSB, min. 19/32 -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/2-inch OSB, min. 19/32 -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. 19/ inch OSB, min. 78/ -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. 19/ -inch plywood Flintlastic SA NailBase attached with 11 ga. annular ring shank • nails and 1 /8" 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 gSR-1112) or.existing substrate Empire Flexiglas Base, Flexiglas FR Base or All Weather 9 P 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 E-10, Tectum 1 Plank (install per SSR -1112) 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 or existing substrate 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 and 9 -inch o.c. in two, equally spaced, staggered center rows (Optional) One or two plies in hot or Flintlastic SA Mid asphalt • Ply, self -adhered Hot asphalt, heat welded or self -adhered 60.0 ESR -1388 I Most Widely Accepted and Trusted Page 13 of 14 TABLE 2F—WIND UPLIFT RESISTANCE: METHOD OF ATTACHMENT ALL LAYERS BONDED, INSULATED OR NONINSULATED SYSTEM NO. SUBSTRATE VAPOR BARRIER INSULATION° COVERBOARD° ROOF COVER ALLOWABLE UPLIFT CAPACITY (psf)4 Type Attache Type Attache 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. 1/4 -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-Grippnmed Min. 1/4 -inch DensDeck 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. InstaStik 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 Mladhd ered self- (Optional) Flintlastic SA Mid 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 pnmed with FlintPrime SA at 0.3 gal/sq. Weather -Tice 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 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 pnmed with FlintPrime SA at 0.3 gaVsq. Weather -Tice 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 or moreo FlintBoard Iso or ACFoam II not to exceed 4inchesin 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 150 F-9 Min. 2,500 psi concrete primed with ASTM D41 primer None (Optional) Oneayersore or Flinlayers Iso d 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° COVERBOARD° ROOF COVER ALLOWABLE UPLIFT CAPACITY (Psf) ` yp Type Attach5 Type° Attach Base Ply Cap F 11 Min. 2,500 psi concrete primed with 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 Hot mopped with hot asphalt Min.'/4-inch DensDeck or DensDeck Prime Hot mopped with hot asphalt Flintlastic Base 20 T, heat -welded None Flintlastic FR Cap 30 T, heat- welded 480.0 F-13 Min. 7e/32* 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 gal/sq. = 0.41 I/m2, 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. 'Preliminary 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 -Tice 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. 6Polyisocyanurate insulation must comply with ASTM C 1289, Typel 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 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-228 DATE: 07-03-13 PROJECT NAME: LIGHTHOUSE CONSULTING INC SITE ADDRESS: 16234 42 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: C. -7'1(0'4 3 arding Dii/ision Fire Prevention n Public Works Structural Planning Division Permit Coordinator n I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n 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 0 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route X Structural Review Required ❑ No further Review Required LI REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08-06-13 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople PrinnFriendly Page General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name BERGIN ROOFING INC UBI No. 601676565 Phone 2068245852 Status Active Address 20815 2Nd Pl 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,077JLBERGIN ROOFING Construction Contractor Roofing Gutters/Downspouts 4/13/1993 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 $1,000,000.0003/31/2011 18 AMERICAN SAFETY INDEMNITY CO 10TSRGL29330004/01/2010 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 https://fortress.wa.gov/lni/bbip/Print.aspx 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 MTL 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 WI 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 GENERAL NOTES: PROPERTY LINE PROPERTY LINE N PARKING 38'-3" PROPERTY LINE PARKING 1-';'/P? , IIP/ ,/I•% AREA OF WORK PARKING U) 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. 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. 5. 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. SITE PLAN SCALE: 1" = 20'-0" PROPERTY LINE REROOFING SCOPE OF WORK: • 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 WITH 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 STATEMENT OF WORK FOR SOUTH BUILDING (16238 42nd 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) ELECTRICAL RESISTANCE HEATING: R-30 OR U= 0.034 TALL OTHER SPACE HEAT TYPES INCLUDING HEAT PUMPS: R-21 OR U= 0.050 i u SEMI—HEATED SPACE: IIII 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 ;;I hn made to the scope ,c . • u prior approval o Tu'c, ::.•. ..wilding Division. r--• require a new plan submittal and may in:;:ude additional plan review fees. SEPARATE PERMIT <=QUIRED FOR: Mochanioal Electrical Efflumbing as Piping : of Tukwila 'NG DIVISION FILE COPY it No. Wel rnviaw approval Is subject to errors and 7.s.' of construction documents does not authorize ttt at;nr► of any adopted code or ordinance. Receipt {i! E11ppprOVed Field and f /1 1t clti 1 rxsN14iE1 �� BY Date: 7-31— J3 t, t ea, x, City Of Tiikwila BUILDING DIVISION 5.152nd 162nd St' SITE LOCATION s1 3'10111'$, 3 _ s 160th St G 151mM ,5 15 :S16161 ataAft 6166th St'' S 16714 VICINITY PLAN: S 17.2ndS 172nd Pt ' SCALE: NOT TO SCALE TAX ID NUMBER: 3 ri8 & 537980-0689 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: RODE EEL QEMENT •AT NO_B ( SOUTH (1,733 SF) BUILDINGS ON SITE. PROJECT TEAM: 1) AND REVIEWED FOR f ODE COMPLIANCE APPROVED 'JUL 2 2 2013 S 144 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@lhseattle.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 8c DETAILS T1.0 A1.0 CITY OF TUKWILA JUL 032013 PERMIT CENTER ALLBEE—ROMEIN 911 Western Avenue Suite 201 Seattle, WA 98104 Phone 206.292.9101 Fax 206.292.9102 Stamp 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 GENERAL NOTES SITE PLAN Sheet No: T7 .0 PTW CURB 0 O 00 SIM (E) METAL AWNING 70'-6Y2" 69'-22" (E) CONDUIT (E) GUTTER 3'-82" (E) VENTILATION ROOF CAP, TYP (E) PARAPET (E) METAL AWNING BACK SUPPORT, TYP 8'-0" 14'-5" OUTLINE OF (E) BUILDING ENVELOPE BELOW, TYP TYP NOTE: REMOVE EXISTING BUILT-UP ROOF SYSTEM AND REPLACE WITH SPECIFIED BUILT-UP ROOF SYSTEM. INSTALL PER MANUFACTURER RECOMMENDATIONS. TYP 28'-7" N maemareareth 27'-62" El ,PER MANUFACTURER,, ROOF PLAN - SOUTH BUILDING 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'—O" PTW CURB PER MANUFACTURER (E) CURB SIM Fo M (E) VENT HOOD SHEET METAL COUNTERFLASHING BUILT—UP ROOFING OVER UNDERLAYMENT PER MFR'S SPECIFICATION (E) ROOF DECK (E) EXHAUST DUCT QTYPICAL CURB DETAIL AT EXHAUST HOOD SCALE: i/z• = r—o• BUILT—UP ROOFING (E) ROOF SHEATHING (E) ROOF RAFTERS WATER RESISTANT BARRIER, LAP OVER FLASHING SHEET METAL EDGE FLASHING (E) GUTTER (E) WALL ASSEMBLY CROOF GUTTER EDGE DETAIL , SCALE: 1 1/2" = r—n• SIM C U) (E) METAL AWNING 58'-11" 16'-10" TYP 3 A1.0 (E) PARAPET TYP CD 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 PTW 3x6 CURB/NAILER; BEVEL AS INDICATED SHEET METAL COPING HEX HEAD SCREW W/ NEOPRENE WASHERS ® 24" O.C. BULIT—UP ROOFING N_ L.0 0- 0 O -J VJ W HP (E) SKYLIGHT TO BE REPLACED, TYP (QUANTITY 7) SL SL (E) CURB TO BE REMOVED (E) HEAT PUMP, TYP (E) GOOSENECK VENT SL SL 74,-4" (E) GUTTER A1.0 TYP TYP .�J SIM (9 X17 SLOPE (E) ROOF SHEATHING " (E) ROOF RAFTERS N— SHEET METAL FLASHING — CONT CLEAT (E) WALL ASSEMBLY J ROOF EDGE DETAIL SCALE: 1 1/2" = 1'-0" TOP OF (E) PARAPET WALL BEYOND (E) SHEATHING O O (E) WATER RESISTANT BARRIER, LAP OVER FLASHING (E) METAL SIDING CANT STRIP BUILT—UP ROOFING (E) ROOF SHEATHING (E) WALL PARAPET DETAIL SCALE: 1 1/2" = 1'-0" O ASSEMBLY FLASHING 2 STRIPPING PLY FELTS SET IN ASPHALT ` APPROPRIATE BASE SHEET • ,•ti` � ••L ••Y r•, rj PLY FELTS UNDER FLANGE VENT PIPE CAP SHEET LEAD CAP imismi., 11 \l■l1 I ilk;1�■�1 III V '\M■1 r,l■1111A11N1 ' Ih.-°��`NMI :;I■ ■l►.IUI II Num IMP . IN ALLBEE-ROMEN 911 Western Avenue Suite 201 Seattle, WA 98104 Phone 206.292.9101 Fax 206.292.9102 REVIEWED FOR CODE COMPLIANCE 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 c%). 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 Stamp 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 DETAILS Sheet No: SCALE: 1" = r -o" BUILT -UP -ROOF (BUR) ASSEMBLY DETAIL A1 .0