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Permit D12-215 - APOLLO HOLDINGS - REROOF
APOLLO HOLDINGS 3334 S 116 ST D12 -215 City ("Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1023049011 Address: 3334 S 116 ST TUKW Suite No: Project Name: APOLLO HOLDINGS LLC DEVELOPMENT PERMIT Permit Number: D12 -215 Issue Date: 07/17/2012 Permit Expires On: 01/13/2013 Owner: Name: APOLLO HOLDINGS LLC Address: 505 5TH AVE S #900 , SEATTLE WA 98104 Contact Person: Name: PAUL DUFFY Address: 509 FAIRVIEW AV N # 100 , SEATTLE WA 98109 Contractor: Name: RDH CONSTRUCTION MANAGEMNT INC Address: 509 FIARVIEW AV, STE 100 , SEATTLE WA 98109 Contractor License No: RDHCOCM905NS Lender: Name: Address: Phone: 206 324 -2272 Phone: 206 - 324 -2272 Expiration Date: 08/10/2012 DESCRIPTION OF WORK: ROOFING SYSTEM INSTALLATION - NEW ROOF MEMBRANE AND INSULATION OVERLAY. Value of Construction: $350,000.00 Fees Collected: $5,836.26 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0024 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -215 Printed: 07 -17 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: Private: Profit: N Private: Date: End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: ned this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. The granting of this permit does not pre ' me to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: WO 10- 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). doc: IBC -7/10 D12 -215 Printed: 07 -17 -2012 7: Prior to final inspection for this building t, a copy of the roof membrane manufact warranty certificate shall be provided to the building inspector 8: 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: The smoke vents must have a minimum venting area of 16 sq. ft. with a least dimension not less than 4 ft. 12: The fusible link for automatic vent operation must be between 40 and 60 degrees above the fire sprinkler heads temperature rating. 13: Provide a looped cable, painted with a highly visible luminescent paint suspended to a distance of 16 ft. above the floor for manual smoke vent activation. 14: 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 a charged water hose and not less than one multi - purpose portable fire extinguisher with a minimum 2 -A 20 -B:C rating on the roof being covered or repaired. (IFC 105.6.24, 1417.3) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328)(SMOKE VENTS MUST BE INSPECTED AND TESTED.) 16: Arty overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: 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 D12 -215 Printed: 07 -17 -2012 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. j q Date Application Accepted: a t b� ( Z 17 12-2-lc Date Application Expires: 12-141 It (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 3334 South 116th St., Tukwila, WA Tenant Name: Apollo Holdings, LLC King Co Assessor's Tax No.: 1 0/ ZJ0 1,01 Suite Number: N/A Floor: N/A PROPERTY OWNER Name: Paul Duffy Name: Apollo Holdings, LLC City: Seattle State: WA Zip: 98109 Address: 505 Fifth Ave. S. Suite 900 Email: pduffy @rdhbe.com City: Seattle State: WA Zip: 98104 CONTACT PERSON — person receiving all project communication Name: Paul Duffy Address: 509 Fairview Ave N., #100 City: Seattle State: WA Zip: 98109 Phone: (206) 324 -2272 Fax: (206) 324 -6339 Email: pduffy @rdhbe.com GENERAL CONTRACTOR INFORMATION Company Name: RDH -CM Address: 509 Fairview Ave. N. #100 City: Seattle State: WA Zip: 98109 Phone: (206) 324 -2272 Fax: (206) 324 -6339 Contr Reg No.: RDHCOCM905NS Exp Date: 08/12/2012 Tukwila Business License No.: 000 Sy '69 H:Wpplications\Forms- Applications On Line12011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh New Tenant: ❑ Yes ® ..No ARCHITECT OF RECORD Company Name: RDH Building Sciences Engineer Name: Jeremy T. DeWitt Company Name: City: Seattle State: WA Zip: 98109 Phone: (206) 462 -5726 Fax: (206) 324 -6339 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: RDH Building Sciences Engineer Name: Jeremy T. DeWitt Address: 509 Fairview Ave. N. #100 City: Seattle State: WA Zip: 98109 Phone: (206) 462 -5726 Fax: (206) 324 -6339 Email: jdewitt@rdhbe.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A Address: City: State: Zip: Page 1 of 4 ri • 1 BUILDING PERMIT INFORMATIOiY — 206- 431 -3610 Valuation of Project (contractor's bid price): $ 350,000 Describe the scope of work (please provide detailed information): Roofing system installation. New roof membrane and insulation overlay. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x / l " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2011 Applications\Permit Application Revised - 8 -9 -1 Ldocx Revised: August 2011 bh Page 2 of 4 MIL Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor ii I 1 I I I 41 2nd Floor r� p l 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: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x / l " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2011 Applications\Permit Application Revised - 8 -9 -1 Ldocx Revised: August 2011 bh Page 2 of 4 MIL • • PERMIT >APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW R OR THORIZED Signature: Date: 06/18/2012 Print Name: Jere T. DeWitt Day Telephone: (206) 462 -5726 Mailing Address: 509 Fairview Ave. N. #100 H:IApplications\Forms- Applications On Line 1201 I Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Seattle WA 98109 City " State Zip Page 4 of 4 • • PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: / ❑ On -site Septic System — For -site septic system, provide 2 copies of a current septic design appro ed by King County Health Department. Submitted with A t Iication mar t oxen which a t I ❑ ...Civil Plans (Maximum Paper e —.22" x 34 ") ❑ ...Technical Information Report (Sto Drainage) ❑ .. Geotechnical Rep. ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance A.'eement(s) ❑...Hold Harmless— (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than ''s hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ .. Right f -way Use - Profit for less than 72 hours ❑ .. Ri f of -way Use — Potential Disturbance cubic yards cubic yards .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon ptic an ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb C ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pave nt Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Lo ed Fire Line \. ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection '° Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. / WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension P he ❑ Private ❑ ❑ ...Water Main Extension blic ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Lin ❑ ...Water Monthly Service Billin Name: Mailing Addres Deduct Water Meter Size Water Meter Refund/Billing Name: Mailing Address: ...Sewer Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment x Day Telephone: City State Zip Day Telephone: City State Zip H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8.9.1 l.docx Revised: August 2011 bh Page 3 of 4 • 1 City of Tukwila Department of Coniniunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.aov RECEIPT Parcel No.: 1023049011 Permit Number: D12-215 Address: 3334 S 116 ST TUKW Status: APPROVED Suite No: Applied Date: 06/19/2012 Applicant: APOLLO HOLDINGS LLC Issue Date: Receipt No.: R12 -02144 Payment Amount: $4.50 Initials: JEM Payment Date: 07/17/2012 12:40 PM User ID: 1165 Balance: $0.00 Payee: RDH BUILDING SCIENCES TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. ACCOUNT ITEM LIST: Description 4.50 Account Code Current Pmts STATE BUILDING SURCHARGE 640.237.114 4.50 Total: $4.50 doc: Receiot -06 Printed: 07 -17 -2012 1 �J��rI1�Awq�, City of Tukwila k \yz Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1023049011 Address: 3334 S 116 ST TUKW Suite No: Applicant: APOLLO HOLDINGS LLC RECEIPT Permit Number: 1)12-215 Status: PENDING Applied Date: 06/19/2012 Issue Date: Receipt No.: R12 -01910 Payment Amount: $3,534.40 Initials: JEM Payment Date: 06/19/2012 10:34 AM User ID: 1165 Balance: $4.50 Payee: APOLLO HOLDINGS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 20698 3,534.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 3,534.40 Total: $3,534.40 doc: Receiot -06 Printed: 06 -19 -2012 1 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.Tukwila WA.gov RECEIPT Parcel No.: 1023049011 Permit Number: D12-215 Address: 3334 S 116 ST TUKW Status: PENDING Suite No: Applied Date: 06/19/2012 Applicant: APOLLO HOLDINGS LLC Issue Date: Receipt No.: R12 -01909 Payment Amount: $2,297.36 Initials: JEM Payment Date: 06/19/2012 10:34 AM User ID: 1165 Balance: $3,538.90 Payee: APOLLO HOLDINGS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 20699 2,297.36 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,297.36 Total: $2,297.36 doc: Receipt-06 Printed: 06 -19 -2012 INSPECTION RECORD L Retain a copy with permit0(2--2-15_, :INSPECTION NO. • \‘• . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v (206) 431-3670 •Permit Inspection Request Line (206) 431-2451 Project: . , i , A./9 L 0 fry lo Type of Inspection: , ../ A-4- Ev ) /1 G \ Addreq: - Date Called: Special Instructions: Instructions: s-s--o lf Date Wanted: i 0 ' / -5 ("a.m.) - / 2_ p.m.; Requester: l'q„,/ e __4-2.49 0 - , - Phone No t V-- -7,0 ci-, —7 _i.----.S..3 4 Z._ ApOroved per applicable codes. Corrections required, prior. to approvil. COMMENTS: 1\p. r 1):11 ikA insq,ctor: Ni■\ kJ\ , ... 1 ,s's \ --......-- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: In-- 15--(7 i t I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 \r-z_. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: A P 0 _L0 t-- 3L 0.16 S Type of Inspection.: , -. i . irO L.e, L, ry C, _� t-t ( - Address: Date Called: Special Instructions: Date Wanted:. q` -- .. — (Z aim) .m. Requester: Phone No: —7c -S3q �, is.epproved per applicable codes. ElCorrections required prior to approval. c , COMMENTS: \ \ r Inspector: n R NSPECTION FEE R'QUIRED. Pr,,ivr to next inspection, fee must be L Aid at 6300 SouthcentenBlvd., Suite 100. Call to schedule reinspection. INSPECTIO NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: A 0 (1,0 WO (4 '� 6=_f Type o f s. ctio,4 e 1—Oc1f-- Addres: 3 531 7l. I1(o Sr” Date Called: Special Instructions: Date Wanted: a.m. Requester: ' Phone NO t -735-.S3'43 Approved per applicable codes. Corrections required prior to approval. COMMENTS: k., t� P • 52\/-44- nt Dater I ( �' fJ( n =^-j f_ t\0J.sk'`r-FO iiv: L4p Cio K A A. NA 6,0 , - „ ' . . t q\ AO6f t ; .A AL.--- Inspetior: PV Dater I ( �' n REINSPECTION FEE REQVJ ED. Prior to next inspection. fee must be paid at 6300 Southce t etivd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit QiZ - 2./3' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: A/o //o / -/old, ., Type of Inspection: Address: Address: 3 3 3,-/ s //6 441 Suite #: Contact Person: Special Instructions: Phone No.: f/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: f Gl/z hz_ Fire Alarm: Hood & Duct: ,..7,5 4- VV 4-k5 5A-, ,, /hr_ C 11..4..--y r,..C__ /, r .,1 f J 4‘...2 3 0.., °' Needs Shift Inspection: Sprinklers: f Gl/z hz_ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: / Permits: Occupancy Type: Inspector: f•/. -) S3 Date: f Gl/z hz_ Hrs.: i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Company Name: Billing Address Attn: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D i - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: -- peonJo; /4I iNtc Type of Inspection: 04_ U0,0k Address: 3 3 3 �/ s-/ ld ' Suite #:. Contact Person: Special Instructions :: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 6,. Occupancy Type: 1..tioIC herd I/J-eSf 0-f- _C- 9-.1 a /s-s— o &-bct- c.,( 6,- 1 og s-- :;) Afre,' ,e5'6 0 . , GSA l- l,Nk_s )iL v4. --s oyti /,- s-1- S,de 0� 1/,J S` Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: /6/5// Hrs.: cd $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 atti (r) � pow RED SHIELD ROOFING SYSTEM LIMITED WARRANTY Warranty Not RD111411 FBPCO# DC3131 Square Footage: 42100 s.f, Building Owner: APOLLO HOLDING•LL,C Btilldtng Identification: APOLLO.WAREHOUSE Building- Address: 3334 S 116TH ST., TUKWIL -, WA, 98168.1986 Warranty Period Oft. FIFTEEN (1.5) •Ytiols; beginning Obi •10104/12 Rooting Contractor: COBRA CORPORATION (07559) for the warranty period indicated above. Firestone, 6uilohig Products Company, LLC ( "Firestony "), an Indiana Ilmlted liability company, warrants to the Building Owner ("Owner) named above that FIteEtone will, •Sub)ets to the Teems, Condition's end LinllaUOni Set forth below, repair any leas: in the Firestone Reefing System ("System'): • TERMS, CONDITIONS AND LIMITATIONS 1. Products Covered. The-System-snail merit only the Firestone brand rooting membrane -, Firestone.brand roofing insulations, Firestone brand roofing meta!, and Other Fires tone' brand roofing, accessorie s tsheii tnstalted in accordance with Firestone tdrhnical-speoif'ications bJ a Firestone-licensed applicator 2. Notice. in the event any teak should occur. In the System. ihe'O+mer•must give notice in writing•or by telephone,to Firestone within thirty (30) days of any occurrence of a leak. Written notice may be sent to Firestone -at the street address or•faxt number shown Oh the reverse side of this Limited Warranty. 'Evidence of this•notrce shat) be the receipt by Oviner of a Ftrestone'Leak Noilficatlgn ACknO led_geirrent. '8y so noutyinir Firestone, tne.Ot•:ner aulhortzen Firestone or its designee to investigateIhe.cause of the leak: 3, Xrivestioatien. If upon investlgat)on, Firestone detrrYiilnes that the leak is not eXdtrded under the Terms, Conditions and Limitations set ford) in mis Red Shtefe P.00fing System Limited Warranty the "Umfted Warranty'), the Owner's sole and 'exclusive remedy and Firestone's total liability shall be Limited to the repair of the.ieak. Should the Investigation reveal that the leak is preluded under the Terns, Conditions and Linritatiorts, the Owner snail' be responsible for paymenLaf.the investlgatian costs. Failure by Owrter to pay for these costs shall render this limited Warranty null and void. Firestone wilt advise the Owner of the type angler extent of, repairs required to be made at rile Owner's ezpense,that will permit tnis Limited Warranty to remain in effect for the unexpired portlon of its term. Failure by the Owner to properly make.thone' repairs In a reaSOneble mariner uiing.5 Firestone- licensed dpplicatdr apd wine 60'days Shall render th1s•Ufnited Warranty nulland void, No Dollar Limit fNDLI: There is no dollar Ilinitplaced on warranted leak repairs :to the extent such repairs are co•: ereo by this Umned Warranty. pisoutes Any dispute, controversy or clam :between the Owner and Firestone concerning this limited.Warranty shall be settled by mediation. in the • event that the Owner and Firestone do not rof�nlve the dispute, controversy or dalrit in e'dlatlon; the Owner and Rresidne agree that neither party wilt commence or prrrseiule any suit.:proceedrng, or•cialm ether than in the courts. of I- fa mrrtuton.County to the state of Irciliina or (he'United States District Court, Southern District of Indiana, Indfanapo1rs Division, Each party lrrevocabty.consents to the Jurisdiction and ve=nue of the aboi,e•ideptlied 'coons, 6, pavment Reauired, Firestone shag have nO, Oblfgatien under this limbed Warranty' un!e55 'and unlit FlreSfone and the licensed applicator have•been pals in MI for all raterials, supplies, services, approved wntien change order, warranty costs and abler costs wn ch are included tn, or incidental to, the System, In the event that'repalrs not Coverea•by this Limited Warranty are necessary In the future, Firestone're:serves the right to 5.rspend this Lirnited . Warranty until such repalrs•tiave been ComplUted and. the licYrised applicator addfor Firestone has been paid in fuu•tar such repairs, kiidusions. Firestone shall have-no obligation under this Lrmlted.Warrenty, cr any- olherliabilhy, nowt or in the future U a leak er damn a is caused by: (a)Tlatural forces, disasters;.or acts of God including, but opt limited Wo, ores, hurricanes, torpedoes, hall: wind- DION•i) debris, lightning, earthquakes, Jalcan_ic actIvity,'atdmlc radiation• :,insects or animals;,(b) Windy of peak gust speed at or in'eyiess 01 55MPH catct)lated at teit(.10) meters above ground using avanable meteorological data,(c) ket(s),'conduet er omrssion(s) by any person, or acts) of war, terrorism er vanoat)srn which carnage the Systein or which impair the Systems agility to resist leaks, (0) Failure by the Owner to use rear.onable tare'in maintaining.the System, said maintenance to Include. but not be Ilrnited to thO5e Items listed on the reverse side of this Uinited. Warranty entitled':8uflding Envelope Care and- Maintenance Guide% (e) Deterioration or'fallure:df building coirpdnents, including, put not fiddled to,. the roof substrate, walls, mortar,. HVAC units, sY.ylights etc ; (f) t:onstruction generated moisture, condensation or Infltrztion of moisture in front, through or around the walls, Cepings., rooftop hardware or equipment, 5ityfight5: bulldIng.etrdcture or•underliing At. 5urrounding materials;' (g).Acid, otlt•ttiirmful chenitcsls tit the ieacUon bett•'een them :'(h) Alterations or repairs to ttre System that' are rtoL completed in. accordance with FJrestone's pubhstted specifications, not completed by 3n approved rcrriractor, and/or not completed with proper notice lo Firestone; (l) The:design of the roofing Sysier.:FtreStone does not undcrtal•:e any analysis el the aichitetturn or • engineering, required to. evaluate what type of Sysleni is,approprlata. fora building aril make$ no _warrnnly: express or imp@ed es. to the 'Suitability of lis Prod_(t5 for any partlCular•5truCture; such a determination is the responsibility 01 the, architect, engineer or design professional; (j) Improper se.ecton of materials tor the root assembly or ins le)lure to, accuratOY calcofatt wind uptifrandfor roof loads;(1 );Deterioration. to metal roofing materials and accessories causep by rnarine -salt'. ator; ahitospnere, or by reauiar spray of'either cart or fresh water; dr;•(t) Change•In butldbig• (inc Or purpose. 7 •Transfer. This Linitted Warranty shall be transferable subject to Owner's payment cif the current transfer lee set ty 1'uesame 8, Term, The term orthis Limited Warraniyshall.be, for the period se; forth above and such term shall not be extended under any. circumstances: 9. Hoof Access: During the,terin of this Limited Warranty; Firestone s designated representative pr employees_ shall have free access to (he.ioof during regular business hours. !'n the event that roof access'i5 i!mlrac due to seiurity,or other resirittbns;•Owner 'st+alt reimburse firestone for all reasonable cost incurred during inspectton-anefor repair of tie System that are dtie•to delays essociatad with Said restr)Ctscns: Owner shall be reSponsibte for the Homage caused by removal eixi repfacement•of any Overbur0ens; Superst rata oroveNays, either permanent Or temporary, excludir,g'aece pied -stone ballast or pavers, as necessary to etpose the system for inspection and/or repair, 10. Waiver. Rrestone'h tenure to enforce, argot the terms et Condittorfs' stated herein shall not be construed as a :'.'an•e: of such provislon.or of any tither • term$ -and corialtioris of this. Liirniteo t'larrarity,; 11. Governing Law'. This Limited Warranty shall be governed by and construed ir: accordance with the Taws of the State of Indiana Without regard to that State's rules'on conflict of laws. ' 11 Seearability, If any dirtier( of.thls Llmlted Warranty is held by a court of Competent Jurisdiction In be Invalid, void or unenforceable, the• remairupg provi4lons shall nettertheless.eoill nue in full force. - FIRESTONE DOES NOT WARRANT PADDuc-Is INCORPORATED OR.UTILIZED.W THIS INSfALLATiON,THAT WERE NOT FURNISHED•BY FIRESTONE. FIRESTOrrE .SPECIFICALLY= OISCL'AIMS LIABILITY. UNDER-ANY'1?(EORY OF CAW ARISING OUT OF THE • iNSTALLATIO /I OF, °ERrOR 4ANCE OF 01' DAS4EGES SUSTAINED BY OR CAUSED BY. PRODUCTS•t :OT FURNISHED BY FIRESTONE - Tit IS:LIMIT-ED WARRANTY SUPEP.SEDES AND IS IN LIEU OF ALL OTHER WARRANTIES, OE MERChiANTA8IUTY AND FITNESS FOR A PARTSCtltJiP, ?URPOS -, AND FIRESTGtNE HEREBY DISCLAIMS AIi SUCH WARRANTIES; THiS umrreO.WARP.AN1y SHALL 8E'Tt1E OWfiER'S SOLE APO EXCLUSiVE-REMEDY AGAINST,F1RESTONc,. AND.FiRESTONESHALLNOT SE UFQLE FOR ANy_.CONSEO.UEU_T3AL,.SPECIAL; INCIDENTAL OR OTHER. DAMAGES INCLUDING, BUT NOT UNITED TO, LOSS'OFPROFITS OR DAMAGES TO THE BUILDiFJG OR flS:CONTENTS OR THE 1100E DECK; THIS LIMITED 'WARP :Mite NTy CANNr•'OT 8E_ AMENDED, ALTEREO;DR MODIF1E0 ill ANY I'SAY,.E?CCEPT IN YJRTTING SIGNED Fly AN'A(ftr1ORIZb0.OFFICER OF FIRESTONE. ND OTHER PERSON HAS 'ANY AUTHORITY TO BIND FIRESTONE WITH ANYIREPRESENTATION OR WARRAVTYWHET ER :ORAL Olt WRITTEN, • REC;.fl tLI CITY OF TUKInLA OCT" 17 2012 PERMIT (CENTER FIRESTONE BUILDING PRODUCTS COMPANY, LL'C By: Ph1I LaDU Ai:morized�\ Signature:. Title :. Director,' Quality Assurance vaa@ogooDo. 1/ E .1E DISIIIIIE o(� atti (r) � pow RED SHIELD ROOFING SYSTEM LIMITED WARRANTY Warranty Not RD111411 FBPCO# DC3131 Square Footage: 42100 s.f, Building Owner: APOLLO HOLDING•LL,C Btilldtng Identification: APOLLO.WAREHOUSE Building- Address: 3334 S 116TH ST., TUKWIL -, WA, 98168.1986 Warranty Period Oft. FIFTEEN (1.5) •Ytiols; beginning Obi •10104/12 Rooting Contractor: COBRA CORPORATION (07559) for the warranty period indicated above. Firestone, 6uilohig Products Company, LLC ( "Firestony "), an Indiana Ilmlted liability company, warrants to the Building Owner ("Owner) named above that FIteEtone will, •Sub)ets to the Teems, Condition's end LinllaUOni Set forth below, repair any leas: in the Firestone Reefing System ("System'): • TERMS, CONDITIONS AND LIMITATIONS 1. Products Covered. The-System-snail merit only the Firestone brand rooting membrane -, Firestone.brand roofing insulations, Firestone brand roofing meta!, and Other Fires tone' brand roofing, accessorie s tsheii tnstalted in accordance with Firestone tdrhnical-speoif'ications bJ a Firestone-licensed applicator 2. Notice. in the event any teak should occur. In the System. ihe'O+mer•must give notice in writing•or by telephone,to Firestone within thirty (30) days of any occurrence of a leak. Written notice may be sent to Firestone -at the street address or•faxt number shown Oh the reverse side of this Limited Warranty. 'Evidence of this•notrce shat) be the receipt by Oviner of a Ftrestone'Leak Noilficatlgn ACknO led_geirrent. '8y so noutyinir Firestone, tne.Ot•:ner aulhortzen Firestone or its designee to investigateIhe.cause of the leak: 3, Xrivestioatien. If upon investlgat)on, Firestone detrrYiilnes that the leak is not eXdtrded under the Terms, Conditions and Limitations set ford) in mis Red Shtefe P.00fing System Limited Warranty the "Umfted Warranty'), the Owner's sole and 'exclusive remedy and Firestone's total liability shall be Limited to the repair of the.ieak. Should the Investigation reveal that the leak is preluded under the Terns, Conditions and Linritatiorts, the Owner snail' be responsible for paymenLaf.the investlgatian costs. Failure by Owrter to pay for these costs shall render this limited Warranty null and void. Firestone wilt advise the Owner of the type angler extent of, repairs required to be made at rile Owner's ezpense,that will permit tnis Limited Warranty to remain in effect for the unexpired portlon of its term. Failure by the Owner to properly make.thone' repairs In a reaSOneble mariner uiing.5 Firestone- licensed dpplicatdr apd wine 60'days Shall render th1s•Ufnited Warranty nulland void, No Dollar Limit fNDLI: There is no dollar Ilinitplaced on warranted leak repairs :to the extent such repairs are co•: ereo by this Umned Warranty. pisoutes Any dispute, controversy or clam :between the Owner and Firestone concerning this limited.Warranty shall be settled by mediation. in the • event that the Owner and Firestone do not rof�nlve the dispute, controversy or dalrit in e'dlatlon; the Owner and Rresidne agree that neither party wilt commence or prrrseiule any suit.:proceedrng, or•cialm ether than in the courts. of I- fa mrrtuton.County to the state of Irciliina or (he'United States District Court, Southern District of Indiana, Indfanapo1rs Division, Each party lrrevocabty.consents to the Jurisdiction and ve=nue of the aboi,e•ideptlied 'coons, 6, pavment Reauired, Firestone shag have nO, Oblfgatien under this limbed Warranty' un!e55 'and unlit FlreSfone and the licensed applicator have•been pals in MI for all raterials, supplies, services, approved wntien change order, warranty costs and abler costs wn ch are included tn, or incidental to, the System, In the event that'repalrs not Coverea•by this Limited Warranty are necessary In the future, Firestone're:serves the right to 5.rspend this Lirnited . Warranty until such repalrs•tiave been ComplUted and. the licYrised applicator addfor Firestone has been paid in fuu•tar such repairs, kiidusions. Firestone shall have-no obligation under this Lrmlted.Warrenty, cr any- olherliabilhy, nowt or in the future U a leak er damn a is caused by: (a)Tlatural forces, disasters;.or acts of God including, but opt limited Wo, ores, hurricanes, torpedoes, hall: wind- DION•i) debris, lightning, earthquakes, Jalcan_ic actIvity,'atdmlc radiation• :,insects or animals;,(b) Windy of peak gust speed at or in'eyiess 01 55MPH catct)lated at teit(.10) meters above ground using avanable meteorological data,(c) ket(s),'conduet er omrssion(s) by any person, or acts) of war, terrorism er vanoat)srn which carnage the Systein or which impair the Systems agility to resist leaks, (0) Failure by the Owner to use rear.onable tare'in maintaining.the System, said maintenance to Include. but not be Ilrnited to thO5e Items listed on the reverse side of this Uinited. Warranty entitled':8uflding Envelope Care and- Maintenance Guide% (e) Deterioration or'fallure:df building coirpdnents, including, put not fiddled to,. the roof substrate, walls, mortar,. HVAC units, sY.ylights etc ; (f) t:onstruction generated moisture, condensation or Infltrztion of moisture in front, through or around the walls, Cepings., rooftop hardware or equipment, 5ityfight5: bulldIng.etrdcture or•underliing At. 5urrounding materials;' (g).Acid, otlt•ttiirmful chenitcsls tit the ieacUon bett•'een them :'(h) Alterations or repairs to ttre System that' are rtoL completed in. accordance with FJrestone's pubhstted specifications, not completed by 3n approved rcrriractor, and/or not completed with proper notice lo Firestone; (l) The:design of the roofing Sysier.:FtreStone does not undcrtal•:e any analysis el the aichitetturn or • engineering, required to. evaluate what type of Sysleni is,approprlata. fora building aril make$ no _warrnnly: express or imp@ed es. to the 'Suitability of lis Prod_(t5 for any partlCular•5truCture; such a determination is the responsibility 01 the, architect, engineer or design professional; (j) Improper se.ecton of materials tor the root assembly or ins le)lure to, accuratOY calcofatt wind uptifrandfor roof loads;(1 );Deterioration. to metal roofing materials and accessories causep by rnarine -salt'. ator; ahitospnere, or by reauiar spray of'either cart or fresh water; dr;•(t) Change•In butldbig• (inc Or purpose. 7 •Transfer. This Linitted Warranty shall be transferable subject to Owner's payment cif the current transfer lee set ty 1'uesame 8, Term, The term orthis Limited Warraniyshall.be, for the period se; forth above and such term shall not be extended under any. circumstances: 9. Hoof Access: During the,terin of this Limited Warranty; Firestone s designated representative pr employees_ shall have free access to (he.ioof during regular business hours. !'n the event that roof access'i5 i!mlrac due to seiurity,or other resirittbns;•Owner 'st+alt reimburse firestone for all reasonable cost incurred during inspectton-anefor repair of tie System that are dtie•to delays essociatad with Said restr)Ctscns: Owner shall be reSponsibte for the Homage caused by removal eixi repfacement•of any Overbur0ens; Superst rata oroveNays, either permanent Or temporary, excludir,g'aece pied -stone ballast or pavers, as necessary to etpose the system for inspection and/or repair, 10. Waiver. Rrestone'h tenure to enforce, argot the terms et Condittorfs' stated herein shall not be construed as a :'.'an•e: of such provislon.or of any tither • term$ -and corialtioris of this. Liirniteo t'larrarity,; 11. Governing Law'. This Limited Warranty shall be governed by and construed ir: accordance with the Taws of the State of Indiana Without regard to that State's rules'on conflict of laws. ' 11 Seearability, If any dirtier( of.thls Llmlted Warranty is held by a court of Competent Jurisdiction In be Invalid, void or unenforceable, the• remairupg provi4lons shall nettertheless.eoill nue in full force. - FIRESTONE DOES NOT WARRANT PADDuc-Is INCORPORATED OR.UTILIZED.W THIS INSfALLATiON,THAT WERE NOT FURNISHED•BY FIRESTONE. FIRESTOrrE .SPECIFICALLY= OISCL'AIMS LIABILITY. UNDER-ANY'1?(EORY OF CAW ARISING OUT OF THE • iNSTALLATIO /I OF, °ERrOR 4ANCE OF 01' DAS4EGES SUSTAINED BY OR CAUSED BY. PRODUCTS•t :OT FURNISHED BY FIRESTONE - Tit IS:LIMIT-ED WARRANTY SUPEP.SEDES AND IS IN LIEU OF ALL OTHER WARRANTIES, OE MERChiANTA8IUTY AND FITNESS FOR A PARTSCtltJiP, ?URPOS -, AND FIRESTGtNE HEREBY DISCLAIMS AIi SUCH WARRANTIES; THiS umrreO.WARP.AN1y SHALL 8E'Tt1E OWfiER'S SOLE APO EXCLUSiVE-REMEDY AGAINST,F1RESTONc,. AND.FiRESTONESHALLNOT SE UFQLE FOR ANy_.CONSEO.UEU_T3AL,.SPECIAL; INCIDENTAL OR OTHER. DAMAGES INCLUDING, BUT NOT UNITED TO, LOSS'OFPROFITS OR DAMAGES TO THE BUILDiFJG OR flS:CONTENTS OR THE 1100E DECK; THIS LIMITED 'WARP :Mite NTy CANNr•'OT 8E_ AMENDED, ALTEREO;DR MODIF1E0 ill ANY I'SAY,.E?CCEPT IN YJRTTING SIGNED Fly AN'A(ftr1ORIZb0.OFFICER OF FIRESTONE. ND OTHER PERSON HAS 'ANY AUTHORITY TO BIND FIRESTONE WITH ANYIREPRESENTATION OR WARRAVTYWHET ER :ORAL Olt WRITTEN, • REC;.fl tLI CITY OF TUKInLA OCT" 17 2012 PERMIT (CENTER FIRESTONE BUILDING PRODUCTS COMPANY, LL'C By: Ph1I LaDU Ai:morized�\ Signature:. Title :. Director,' Quality Assurance vaa@ogooDo. 1/ BUILDING ENVELOPE CARE AND MAINTENANCE GUIDE (For Red Shield Warranted Roofing Systems) Congratulations on 'your•purchase of a Firestone Roofing System' Your roof is a valuable asset that shouid be properly maintained. All roofs and roofing systems require periodic inspection and maintenance to perform as designed and to keep your Limited Warranty in full force and effect. 1 The roof should be inspected at least twice yearly and after any severe storms. A record of all inspection and maintenance activlfies should be maintained, includma a listing of the date and time of each activity as well as the identification,ot the' parties performing the activity 2 Proper maintenance and good roofing practice require that ponded water (defined as water standing on the roof forty -eight hours after it stops raining) not he allowed on the roof. Roofs should have slope to drain, and all dram areas must remain clean Bag and remove all debris from the roof since such debris car, be quickly swept into drains by rain This will allow For proper water run -off and avoid overloading the roof. 3 The Firestone Roofing System should riot be exposed to acids, solvents, greases, oil, fats, chemicals and the like. If the Firestone Roofing System is in contact with any such materials, these contaminants should be removed immediately and any damaged areas should be inspected by a Firestone Licensed Applicator and repaired if necessary. The Firestone Roofing System is designed to be a waterproofing membrane and not a traffic surface. Roof traffic other than periodic traffic to maintain rooftop equipment and conduct periodic inspections should he prohibited. In any areas where periodic roof traffic may be required to service rooftop equipment or to facilitate inspection of the roof, protective walkways should be installed by a Firestone Licensed Applicator as needed to protect the roof surface from damage. 5 Some Firestone roofing membranes require maintenance of the surface of the membrane. a. Smooth- surfaced Firestone APP membranes should be coated with an approved liquid Coating, such as Firestone Aluminum Roof Coating or Firestone AcryloTop applied in accordance with Firestone specifications, in order to maximize the service life of the membrane If this coating is not applied as part of the initial roofing installation, it should be applied within l.he first five years after the roof is installed to help protect the membrane from surface crazing and cracking In addition, this coating should be maintained as needed to re- coat any areas that have blistered, peeled or worn through. b. Granule- surfaced Firestone APP and SBS membrane do not normally require surface maintenance other than periodic inspection for contaminants, cuts or punctures. If areas of granular loss are discovered during inspection, these areas should be coated with Firestone AcryliTop or other Firestone- approved coating applied in accordance with Firestone specifications. c. Gravel- surfaced Firestone BUR membranes do not normally require surface maintenance other than periodic inspection for contaminants or damage. If areas of gravel loss are discovered during inspection, gravel must be reinstalled Into hot asphalt to protect the surface of the membrane. Coatings on smooth surface BUR membranes must be maintained as needed to re -coat any areas that have blistered; peeled or worn through. 0. Firestone EPOM and TPO roofing membrane do not normally require surface maintenance other than periodic inspection for contaminants, cuts or punctures. Occasionally, approved liquid roof coatings, such as Firestone AcryliTop, are applied to the surface or EP,D11 membranes in order to provide a lighter surface color. Such coatings do not need to be maintained to assure the performance of the underlying EPDta roof membrane, but some maintenance and re- coating may be necessary in order to maintain a uniform surface appearance. e. Firestone Una -Clad metal roofing panels and trim do not normally require surface maintenance other than periodic inspection for contaminants nr damage. In addition, periodic cleaning of the surface may be required to remove dirt and maintain the aesthetic appearance of the coated metal Simple washing with plain water using hoses or pressure spray equipment is usually adequate. If cleaning with agents other than water is contemplated, several precautions should be observed: (I) do not use wire brushes, abrasives, or similar cleaning tools which will mechanically abrade the coating surface, and (2) cleaning agents should be tested In an inconspicuous area before use on a large scale. 6. All metal work, including counter-eashings, drains, skylights, equipment curbs and supporrs, and other Firestone brand rooftop accessories must be property maintained at all times. Particular attention should be paid to sealants at joints in metal work and Fleshings, if cracking or shrinkage Is observed, the joint sealant should be removed and replaced with new sealant. 7, Any alterations to the roof, including but not limited to roof curbs, pipe penetrations, roof - mounted accessories, and tie -ins to building additions must be performed by a licensed Firestone Licensed Applicator and reported to Firestone. Additional information and reporting forms for roof alterations are available at www.flreston_bpco.com 8. Should you experience a leak: (a) Check for the obvious:' clogged roof drains, loose counterflashings, broken skylights, open grills or vents, broken water pipes, (b) Note conditions resulting In leakage. Heavy or light rain, wind direction, temperature and time of day that the leak occurs are all-Important clues to tracing roof !eats. Note whether the leak stops shortly after each rain or continues to drip until the roof is dry. If you are prepared with the facts, the diagnosis and repair of the leak can proceed more rapidly. (c) Contact Firestone Warranty Claims at 1.500.630 -S6l2 as soon as possible...but please don't call until you are reasonably sure that the Firestone Roofing System i5 the cause of the leak. Firestone feels that the - preceding requirements will assist you, the building owner, in maintaining a watertight roof for many years You roof is an Investment. and maintenance is essential to maximize your return on the important investment. 'Firestone BUILDING PRODUCTS NOBODY COVERS YOU BETTER'" 250 West 96th Street — Indianapolis, IN 46260 1- 800 -428 -4442 * 1- 317 -575 -7000 * FAX 1- 317- 575 -7100 www.firestonebp.com ALE COPT 1®P t�ln O� ►100 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2012 City of Tukkwiila BUILDING DIVISION The Lumivent° Bilco has re- engineered its domed fire vent to provide a new low profile cover design and to enhance its thermal insulation.The Lumivent® gives you natural daylight, energy efficiency, and the protection you need as well as the performance you expect from Bilco — all at competitive pricing. Standard Features Include: • Multi -wall, polycarbonate cover design offers over a 40% improvement in insulation performance compared to traditional domes • The patented BilcoThermolatch® II latching mechanism provides reliable operation and easy resetting • Cover design maximizes light transmittance while minimizing solar heat gain • Covers are surface treated to resist UV degradation • Covers are fully gasketed for weathertight construction • Available in stand UL Listed sizesClTY llh JUL 062012 Cross-section of covers PERMIT CENTER For more information on this product, contact Bilco or log -on to www.bilco.com Bilco is an ISO 9001 certified company © 2012,The Bilco Company Printed in U.S.A coR`� Efidfu LTR# P.O. Box 1203 New Haven, CT 06505 (203) 934 -6363 Fax (203) 933 -8478 email:commercial@bilco.com 17 ic • • F L W Y Para Cc,to. Ft 'r r IfieW approval is subject to errors and omissions. Apollo Warehouse i+r ..' • ` ;:! O co 3tr uc�lon documents does not authorize 6/4/12 3334 South 116t St. Tukwila Wa ±i' .'. ;S ::loi; 01 Oily rdopted code or ordinance. Receipt ;.proved Field Copy and conditions is acknowledged: By. Re- Roofing Project Scope of Work Re- Roofing Project Overview . • 40,000 sf Warehouse Storag ii • vaulted roof structure supported by tilt -up concrete wall • Rooftop penetrations include: HVAC, skylig • The existing roof membrane will remai will be installed atop the existing memb to remain on the `warm' side. • Identification. & repair of existing damaged roof sheathing & membrane. • Possible removal of existing below deck batt insulation and vapor barrier. • Abatement of any organic growth found during the inspection or work on the roof. • Extend roof penetrations, curbs (HVAC, skylights, access hatch, etc), & parapet walls to accommodate topside insulation installation. • Installation of new roof assembly: o 3 roofing alternates will be evaluated 1. 60 -mil KEE single -ply membrane roof 2. EPDM single -ply membrane roof 3. Modified Bitumen roof membrane o 1/4" gypsum cover board under roofing membrane, adhered o Polyisocyanurate insulation, adhered over o Existing built -up roof (vapor barrier) system. • Install new skylights. • Temporarily lift HVAC equipment for reroofing operations. o There are three conditioned spaces inside the warehouse that require the HVAC systems to remain operational during the re- roofing process. �•1�,,"" er a wood frame, barrel iaifj ical and other service penetrations. r barrier. Rigid insulation boards §vpmgle -p y cover to allow for the wood components 1 ove REVISIONS No channes shall be made to the scope of work without prior a T uk v;la Buildin vpron. of NOTE:: Revisions g Division. vsi; ons will require a new plan submittal and may include additional plan review fees. Outline of Work 1. General Conditions 2. Organic Growth Evaluation by Environmental Consultant 3. Organic Growth Remediation 4. Roofing & Flashing 5. Skylights 6. Painting 7. HVAC, Plumbing, & Electrical SEPARATE PERMIT. REQUIRED FOR: b. echanical Electrical tetumbing 1310Tas Piping City of Tu!cwila Bt■:.1.5NNO DIVISION • - REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2012 ApL_ City of Tukwila —BI »L€ ING DIVISION 1 Conditions Schedule: See the project schedule, which anticipates up to an 8 week duration with work starting in July 2012. Normal Mon — Fri work hours will be used. Each trade contractor will clean up their work areas & remove their debris at the end of each day. The roofer will have a dumpster on site for their debris. The Apollo Warehouse is a secure facility. Each worker must be preapproved before entering the building. RDH Construction Management, Inc. (RDH -CM) will be managing the project with a Superintendent on site periodically. All correspondence, scheduling, invoicing, etc. will go through RDH -CM. Vulcan Inc. will be signing the trade contracts (prepared by RDH -CM) and paying the monthly invoices (approved by RDH -CM). R s RDH -CM will provide a fenced area onsite for a limited amount of stored materials. CITY i. Roofing membrane, insulation, skylights, temporary unit storage, etc. JUN 192012 PERMIT CENTER s: \b3924 - vulcan warehouse roof\b3924.20 - apollo warehouse reroof design and field review \design \scope of work \scope of work - apollo warehouse - 6.4.12.docx .aueIOCI . s !p,'•'1!rO ire► 1O'I18 O foe[ •^!I • • Arr�o p ?.:J iaf 3 4,4ob ate111uocb �r !�i% �'te.rf,l,•. 2 mlttrng..;�f�� �+�f �1 • i " H 't'YVf; ?,� 0+A5i�'t fr "oii3Oity,of Tfikwila. - Thisl`•oofing permit will include :U•, r i �rmits,as.�lescribed by the Tukwila plans examiner. ii. The roofer is response a or Their tbreh pe'1'mi' hea"1-N t!tidg work. g. Access to the roof will be provided by exterior scaffolding installed on the west elevation within the fenced staVkis h. Each contractor will submit a Safety Plan to RDH -CM for approval prior to starting work. 1. Provide laiNNIIMMilimeiferiimirsomirisaAlasaigelthearcentage mark up on subcontractor work & /or materials for possible extras after the contract is awarded. Provide alternate pricingOWAtiii r) 2. Organic Growth EvaluatilielIO I5'�s�i t top a. Provide project design & oversight to investigate areas of potential water damaged areas of the roof based on: i. Previous roof leaks identified by RDH Building Sciences (RDH -BSI) in their Apollo Roof Investigation Report dated 5/3/12, as well as the "Damaged Roofing Areas Plan" dated 5/29/12. ii. Environmental consultant to review the underside of the roof deck with a high - powered Tight from the warehouse floor. Look for signs of organic growth. ng from beneath roof deck using man -lift or other means for access. se visual inspection of the locations identified in the RDH Investigation re- staple vapor retarder removed & /or damaged during investigation. ed, identify an appropriate remediation solution based on the extent of water 10 ISVO1C4g3 '10111 ji . }I damake`t provide a roof plan locating the areas & extent of remediation required. moleiVio eni;;st�i r^:`t'� i'.` ^'8Provfdea°•epat showing measured locations of any damage from known components, i.e. ttitrt3Ua nslq wan s s1iL`n' 1 4:;',{! "r'? r skyligtifS,.etc. ,� .fir; �ei tV.^.' Y 31 n a'q j ;n�;,, ,u - n. �Is.locatiens -an the "Skylight Location Plan" dated 5/29/12. iii. Reference organic growth & moisture assessment. iv. Inform owner / RDH -CM of any anomalies found during inspection. c. Prepare a written scope of work based on the findings during investigation for an abatement contractor to complete the work on a time & materials basis. This T &M approach is based on anticipating that the scope of the organic growth was moderate at +/- 15 locations. ' - _� ;1 f? _ •%l' 11'.. /13 `dl. Observe remediation contractor periodically during the abatement process. The extent of the field ..p•�irr.�i ;.1f; ';�. ate' c,:observations will be further clarified based on the findings of the consultant's investigations & the extent of the abatement needed. e. Visually inspection of the work area after abatement contractor is complete to verify that surface mold growth is completely removed & the work area is visually clean. 1:.)1 f. Provide a written report upon completion of abatement work. g. •Provide a services rate sheet. 3. Organic Growth Remediation top ; C•: ',f i a. This extent of organic growth in the roof sheathing & roof batt insulation is unknown, so work will be .ttis'j..411- +;:done on a Time & Materials basis. Provide labor rates (including overhead & mark up) as well as • —' .... percentage mark up on materials. b. Perform work in accordance with the Scope of Work identified in the Environmental report (TBD). c. Provide lift access down the 4' to.5' wide aisles between warehouse racks. Lift needs reach over top of the racks as well. d. Cover the tops of the storage racks inside the warehouse with visqueen, even over the visqueen. Remove & dispose of visqueen in sealed bags when work is complete. e. Install visqueen to the underside of the plywood roof sheathing in the areas listed bel to keep both construction debris & organic growth from entering the warehouse space i. At skylights ii. Under each area identified to have organic growth to be removed based on th identified in the consultant's report (not yet prepared as of 5/17/12). iii. When work is complete remove visqueen & debris caught by visqueen. Plac bag for disposal without letting material get into warehouse space. Haul all remediation debris offsite. J• f ^' 1 ?tV 37 Complete a cl 01? 9111 01 gthrrn 00'''111'ftnol4growtg is obse i bd tai •} p (F.. C r , ftl.• f 1 41 •i � 611is ltant's'; .. ? °•`i 0 b ab1et ""`'� xistingi�s`� °lt� i.rr�3itas 'I . The inerittis, o;,, "I below. En.giq 2 .y74� locati9ns;,., -. a ., -•r, it in a sealed: _ • ';,•?1 s: \b3924 - vulcan warehouse roof\b3924.20 - apollo warehouse reroof design and field review \design\scope of work \scope of work - apollo warehouse - 6.4.12.docx • 1 • f. Remove any batt insulation material with organic growth from underside of roof deck based on the locations identified in the consultant's report (not yet prepared as of 5/17/12). i. The underside of the roof plywood is approximately 30' above the warehouse floor. ii. There are three areas inside the warehouse that have enclosed spaces with roofs accessible by ladders. Insulation removal in these areas is not accessible by a lift. A ladder or rolling staging may need to be used. See, the two spaces inside the north end of the warehouse & one space inside the south end of the warehouse. Provide this as necessary throughout the job to complete the work. iii. Remove and reinstall a section of chain link fence as may be needed to provide easier access to the lid over the northwest section of the interior roof area. iv. Take before & after photographs of the areas where organic growth is present. Label the photos based on locations on the roof plan. g. Install new batt insulation where insulation is removed. Replace & /or reinstall the white vapor retarder paper when done. i. Provide a $ /sf unit rate which includes overhead & mark up for the insulation removal & replacement. ii. Provide a percentage mark up on the cost of the materials used. iii. We are assuming up to 3% of the sheathing may need to be replaced. This cost is NOT to be included in lump sum proposal. h. Perform abatement in accordance with Washington State L &I requirements. i. Provide a general negative pressure, exhausting HEPA - filtered air from the work area. j. Remove & dispose of water damaged in legal manner. 4. Roofing & Flashing t� a. Coordinate work with plumbing, mechanical & electrical before starting work., b. Safety Rails i. Provide parapet rail clamps system around entire rooftop perimeter for rooftop safety. ii. Install prior to the mechanical contractor getting started on the roof c. Provide dumpster for your own work. d The roofer is responsible for their torch permit before starting work. e. Replace damaged sheathing at all identified locations i. Initial areas identified to check for potential sheathing damage are located on the "Damaged Roof Areas Plan" dated 5/29/12. This plan can be found on the ftp site. ii. All sheathing replacement will be done on a unit cost, time & material basis. 1. Provide a $ /sf unit rate which includes overhead & mark up for the sheathing removal & replacement. 2. Provide a percentage mark up on the cost of the materials used. 3. We are assuming up to 3% of the sheathing may need to be replaced. This cost is NOT to be included in your proposal. iii. Cut membrane back to expose edges of sheet iv. Replace with like kind sheathing 1. Fasten 6" o.c. at perimeters and 12" o.c. in field, using 6d ring -shank nails. f. Replace roofing membrane in like kind at the roof repair areas. i. Fasten base membrane using nails & tin -caps spaced 6" o.c. in rows spaced 12 ". ii. Embed granules on existing membrane around entire perimeter of opening 6 ". iii. Torch apply new membrane over patch extending 6" onto existing membrane on all sides. iv. Repair open laps (fish mouths) or other damaged membrane locations 1. Mark locations of damaged or failing membrane sections onto plan drawings. 2. Repair using Alsan flashing. a. Apply base coating of Alsan over repair location extending 3" on either side. Embed fabric into Alsan. Apply top coat of Alsan over fabric fully saturating material. Allow to fully cure. Modify Framing / Penetrations i. Extend height of skylight curbs, sleepers, & west parapet wall to receive new roof system. ii. Extend height of roof hatch curb, then remove & raise the roof ladder for proper roof acess. iii. Skylight Curbs g. s: \b3924 - vulcan warehouse roof\b3924.20 - apollo warehouse reroof design and field review \design\scope of work \scope of work - apollo warehouse - 6.4.12.docx 4 1. Review shop drawings for new skylights to be installed. Verify size of curb openings needed for reframing. 2. Adjust existing openings to provide a proper fit for similarly sized skylights. a. Replace existing curbs per RDH -BSI details. 3. See "Skylight" section of the Scope of Work below. 4. Include skylight removal, new curbs & new skylights in the roofing proposal. 5. Provide temporary cover over skylights as may be needed for safety. iv. HVAC Unit Curbs 1. Curbs for HVAC units & exhaust hoods will be built up with 4x4 lumber by the Mechanical contractor when the mechanical equipment is lifted off the curbs. a. Most HVAC units will be removed from the roof by the Mechanical contractor with a boom truck & placed in the parking lot. b. There are 5 smaller HVAC units that will remain operational on the roof during construction. 2. Coordinate work with Mechanical contractor to accommodate extension of mechanical, electrical, & other components. 3. Cut and remove membrane above termination bar around all perimeters. 4. Apply and tool asphaltic mastic along termination bar ledge, as required depending on the roofing material used v. Parapet Wall 1. Cut and remove membrane above termination bar around entire perimeter of roof. 2. Apply and tool asphaltic mastic along termination bar ledge, as required depending on the roofing material used. 3. Cut and remove membrane above termination bar around all perimeters 4. On West wall only, extend height minimum 4" using 2x dimensional framing lumber to allow for the build -up of the roof due to the rigid insulation.. a. Step framing down to existing concrete surface 24" from outer wall (North/South) edges. b. Install %2" plywood sheathing to inside and outside faces of framing using 8d nails. vi. Sleepers 1. Leave membrane intact over existing sleeper members 2. Trowel apply coating of mastic over membrane on top edge of existing sleeper 3. Fasten new 6" x 6" nominal P.T. sleeper to existing using minimum 1/4" x 7" fasteners. vii. Roof Drain Sumps 1. Remove the roof drain sumps so they are level with the roof deck plywood. 2. Coordinate work with Mechanical contractor to accommodate reinstallation of the roof drain connection. viii. Pipe Penetrations 1. For the Modified Bitumen roof proposal, provide new lead pipe penetration (lashings, once they are extended by the plumber 2. For the single ply membrane proposal, provide PMMA pre- manufactured boots on these penetrations 3. Use Alsan on other penetrations if a modified bitumen membrane is selected. h. Cricketing i. Provide cricketing on the uphill side of all equipment curbs 4' and longer and at the inside corners of the parapet as necessary. i. Install Termination Bars i. Install termination over existing membrane around entire perimeter and existing curbs. ii. Attach bar to roof perimeters, level with ridge on East/West elevations. s: \b3924 - vulcan warehouse roof\b3924.20 - apollo warehouse reroof design and field review \design\scope of work \scope of work - apollo warehouse - 6.4.12.docx • J• 5 iii. Attach bar to equipment curbs 4" up from roofing surface. iv. Fasten to concrete substrates using Zamac Nailin® anchors spaced 12" o.c. v. Fasten to wood substrates using #12 pan head wood screws spaced 12" o.c. New Rigid Polyisocyanurate Insulation (ISO) i. Adhere ISO to existing membrane: 1. Ensure existing roof surface is dry and free from dust, debris, and loose granules. 2. Install minimum 4" of new ISO using TITESET adhesive or equivalent in the following densities: a. Field: 3/4" beads, rows spaced 12" o.c. b. Perimeter: 3/4" beads, rows spaced 9" o.c. c. Corner: 3/4" beads, rows spaced 6" o.c. 3. Stagger joints in all subsequent layers of insulation. 4. Taper ISO around all drain sumps for positive drainage ii. Coverboard: 1. Ensure ISO surfaces are free from dust & debris. 2. Install new' h" DensDeck (DensDeck Prime if using Self- Adhered Membrane) using TITESET or equivalent in densities outlined in 5 -a -ii. 3. Stagger all joints relative to ISO. iii. Cant Strips: 1. Install 3" cant strips around entire perimeter of roof deck and around all curbs using foam adhesive. k. Roofing i. Provide pricing for three different roofing types. 1. KEE 2. EPDM (White Surface) 3. Modified Bitumen ii. Provide written warranties. 1. 5 year labor warranty & a 15 year manufacturer's warranty. iii. Install walkway pads over single -ply membranes leading from roof access hatch to all mechanical equipment. iv. KEE: New 60 -mil FiberTite or equivalent Membrane 1. Install in accordance with manufacturer's published instructions 2. Loose lay membrane onto roof surfaces. a. Overlap membrane 5" at all edges and abut ends. b. Cut to fit area. c. Allow membrane to extend up walls and curbs a minimum of 6" 3. Adhere membrane to coverboard using FTR -490 adhesive a. Fold the membrane in half parallel to the length of the roll. b. Apply adhesive to both the underside of the membrane and the mirror surface of the substrate at a rate of 70 ft2 / gal., include wall and curb surfaces. c. Do not apply adhesive over laps. d. Allow adhesive to slightly cure; sticky but still wet. i. DO NOT LET ADHESIVE FULLY DRY. e. Fold membrane back onto substrate. Broom membrane to surface and follow with weighted 801b. roller. f. Repeat steps 1 through 5 for other half of membrane. g.. Heat weld laps with a minimum 1.5 -inch weld. h. Heat weld 4" Flashing strip at all end lap joints. Secure with a minimum 1.5" heat weld on both sides of strip. s: \b3924 - vulcan warehouse roof\b3924.20 - apollo warehouse reroof design and field review \design\scope of work \scope of work - apollo warehouse - 6.4.12.docx 6 i. Secure top edge of membrane to walls / curbs / sleepers using FTR termination bars with fasteners spaced 6" o.c. i. Fasten to concrete substrates using Zamac Nailin® anchors spaced 12" o.c. ii. Fasten to wood substrates using #12 pan head wood screws spaced 12" o.c. iii. Apply bead of FTR -101 sealant along top ledge of termination bar, tool into ledge. j. Apply base -wall flashing material at curbs and parapet walls. i. Extend onto horizontal surfaces over field membrane 6 ". ii. Extend over parapet walls turning over exterior edge. iii. Heat weld field membrane lap 1.5" iv. Seal to outside surface using butyl tape. v. EPDM: RubberGard EcoWhite or equivalent membrane 1. Install in accordance with manufacturer's published instructions 2. Loose lay membrane onto roof surfaces, do not stretch. a. Align seams to shed water i.e. parallel to ridge. b. Overlap membrane 4" at all edges and abut ends. c. Cut to fit area. d. Allow membrane to extend up walls and curbs a minimum of 6" e. Allow membrane to relax a minimum of 30 minutess to confirm fit. 3. Adhere membrane to coverboard using Firestone Water Based adhesive or equivalent. a. Fold the membrane in half parallel to the length of the roll. b. Apply adhesive to both the underside of the membrane and the mirror surface of the substrate at a rate of 100 -125 ft2 / gal., include wall and curb surfaces. c. Do not apply adhesive over 4" laps. d. Allow adhesive to flash off until tacky to the touch. e. Fold membrane back onto substrate. Broom membrane to surface and follow with weighted 801b. roller. f. Repeat steps 1 through 5 for other half of membrane. g. Prepare membrane laps i. Remove excess dusting agent at laps ii. Apply QuickPrime Primer at membrane laps using Firestone QuickScubber pad, h. Apply EcoWhite EPDM QuickSeam Splice Tap along entire lap 12" —'/4" from membrane edge. i. Roll Splice tape onto membrane using silicone roller. ii. Cut overlapping membrane back so tape is exposed along entire edge 1/8 ". iii. Remove release backing from tape while rolling membrane over tape at a 45 °. iv. Broom entire length of lap to confirm i. Secure top edge of membrane to walls / curbs / sleepers using batten strips with fasteners spaced 6" o.c. i. Fasten to concrete substrates using Zamac Nailin® anchors spaced 12" o.c. ii. Fasten to wood substrates using #12 pan head wood screws spaced 12" o.c. s: \b3924 - vulcan warehouse roof\b3924.20 - apollo warehouse reroof design and field review \design \scope of work \scope of work - apollo warehouse - 6.4.12.docx • • • J• 7 iii. Apply bead of sealant along top ledge of termination bar, tool into ledge. Apply base -wall flashing material at curbs and parapet walls. i. Extend onto horizontal surfaces over field membrane 6 ". ii. Extend over parapet walls turning over exterior edge. iii. Prepare laps as outlined in steps g — h above. iv. Seal to outside surface using QuickSeam Tape. vi. Modified Bitumen: Soprema Soprastar Flam or Equivalent. 1. Install membrane in accordance with manufacturer's published instructions 2. Allow all modified sheets to relax a minimum of 20 minutes prior to applying to roof surfaces. 3. Prime surfaces of cover boards and parapet walls using ASTM D -41 primer. Allow to flash off completely. 4. Roll base sheet, Sopralene Stick or equivalent onto roof surface with 4" side laps oriented in a water shedding fashion. a. End laps should be minimum. b. Use 801b roller to confirm membrane is fully adhered without any voids. c. Extend to walls and curbs d. Adhere base sheet base wall flashing over curbs and parapet extend onto horizontal membrane minimum 3 ". i. Prime horizontal membrane 6" from wall edges using ASTM D- 41 Primer. 5. Install Soprastar Flam using torch with laps oriented in water shedding fashion. a. Offset side laps from base membrane a minimum of 12" and end laps 48 ". b. Take care not to burn white film on adjacent sheets. c. Extend membrane to wall and curb edges d. Torch apply base wall flashing extending over curbs and parapet walls. 1. Flashings i. Roof parapet coping to be prefinished. All other flashings to be preprimed. ii. Remove all roof coping & replace with new standing metal seam coping. 1. Provide prefinished metal coping to match existing color as close as possible with standard prefinished colors available. 2. Use a Kynar 500 Hylar 5000 finish. iii. At galvanized weatherheads for if VAC equipment line sets use: 1. PMMA for the modified bitumen roof 2. Metal clad skirt for the single ply roofs iv. Provide a new stepped coping on the west elevation of the parapet. v. Alternate Pricing for storing & reusing existing coping. 1. Carefully remove existing metal coping / flashing. Store in safe place for reinstallation. 2. Provide a new stepped coping on the west elevation of the parapet. Used preprimed metal, ready for painting by others. m. Provide labor rates (including overhead & mark up) as well as percentage mark up on materials for possible extras after the contract is awarded. SGF;,Skylights -/ Smoke Vents top a. Provide shop drawings for new skylights / smoke vents to be installed. Verify size of curb openings needed for reframing. b. Remove, dispose, & haul offsite the old skylights. Recycle if possible. c. Provide safety barrier around each skylight opening. These must remain covered weather proof & secure 100% of the time. • d. Provide & install new opaque skylights / smoke vents. e. All skylights /smoke vents are to have fusible links as required by the city of Tukwila. The temperature rating of the fusible links is still to be determined. f. The Fire Dept will need to approve the skylights /smoke vents specified prior to installation & conduct an inspection after completion. s: \b3924 - vulcan warehouse roof\b3924.20 - apollo warehouse reroof design and field review \design\scope of work \scope of work - apollo warehouse - 6.4.12.docx r 8 g. Provide an alternative deductive price for opaque skylights without fusible links. The Owner may chose to upgrade the fire sprinkler system to an Early Suppression Fast Response (ESFR) system. In that case there will be no fusible links added to the new skylights. 6. Painting tom a. Alternate Pricing for pressure washing & painting existing coping i. Sherwin Williams: 1. Mioaluminum primer, then 2. 2 coats DTM acrylic coating, semi -gloss b. Provide labor rates (including overhead & mark up) as well as percentage mark up on materials for possible extras after the contract is awarded. 7. HVAC, Plumbing, & Electrical top a. City of Tukwila identified that the roofing permit would include the mechanical & electrical permits required to perform the work. b. Coordinate with Apollo Warehouse security personnel regarding any special consideration for the security system or fire alarm system prior to starting work. c. HVAC i. There are three conditioned spaces inside the warehouse that require the HVAC systems to remain operational during the re- roofing process. ii. Temporarily remove HVAC units off the roof with a boom truck & placed in the parking lot during reroofing operations. There are 9 smaller HVAC units that will remain operational on the roof during construction. iii. HVAC Unit Curbs 1. Build up the curbs for the HVAC units & exhaust hoods with 4x4 lumber after removing the mechanical equipment from the curbs. 2. Complete this work prior to the roofer starting work. 3. Install plywood covers over all roof openings for safety. These must remain covered weatherproof & secure 100% of the time. iv. Disconnect power from units prior to performing any work. v. Disconnect and remove HVAC units from existing supports. 1. Coordinate with building owner prior to disconnecting or removing HVAC units. 2. Specific locations will require units to remain running during all phases of the reroof process. Units that will remain should be supported by alternate means during framing work. 3. Record locations of removed equipment and store in safe location for reinstallation. vi. Reinstall I-IVAC units onto new curbs / sleepers after reroofing operations are complete. vii. Provide an alternate add price to extend the galvanized weatherheads for HVAC equipment line sets, as may be needed. viii. Recommission units as needed. d. Plumbing i. Extend height of plumbing penetrations a minimum of 4" to allow for installation of new roofing system and reconnection to respective units. New (lashings will be provided by the roofer. ii. Roof drain sumps will be reframed by the roofer so they are level with the roof deck plywood. iii. Coordinate work with roofer to accommodate reinstallation of the roof drain connection. iv. Reset & adjust roof drains. Ensure tight fit with roof structure. e. Fire Sprinkler System i. Provide an alternative add price to upgrade the fire sprinkler system to a bidder designed Early Suppression Fast Response (ESFR) system. ii. Include all required changes to the sprinkler heads, piping, equipment, & electrical systems as needed for a complete system. iii. Include the permitting required by the applicable jurisdictions. iv. If the ESFR system upgrade is selected the replacement skylights will be installed without fusible links. s: \b3924 - vulcan warehouse roof\b3924.20- apollo warehouse reroof design and field review \design \scope of work \scope of work - apollo warehouse - 6.4.12.docx • • f. Electrical i. Extend height of electrical penetrations a minimum of 4" to allow for installation of new roofing system and reconnection to respective units. ii. Address any low voltage work as needed. iii. Remove & replace miscellaneous electrical items on the roof to allow reroofing operations to be completed. g. Provide labor rates (including overhead & mark up) as well as percentage mark up on materials for possible extras after the contract is awarded. s: \b3924 - vulcan warehouse roof\b3924.20 - apollo warehouse reroof design and field review \design\scope of work \scope of work - apollo warehouse - 6.4.12.docx 1. 0. 2 r 306' ► 5.03 5.01 5.04 ACCESS _ .. -�.�����.-�•�',�• HATCH __ ■ , , ∎ ► X 1 ' _ — 5.04 _ 4.464. • , �1 ■ , ►:� . 4 • . .4. ► ♦� ►t . . 0 5.02 0 , X X X X , 44 ►1 , 4 ►� ►4 ,, X x X a A.14. X ''4 4745! % v ■ ri N ,, cn ►4 li . 0 ... j . MillIPA- ∎ .• 51 9 50' TYP. .11A X >- V 71. V (N I 5.04 331' ► N -6" ALL DIMENSIONS NOT SHOWN ARE TO BE CHECKED AGAINST SITE CONDITIONS, DRAWING IS NOT TO BE SCALED TO OBTAIN DIMENSIONS. THIS DRAWING IS THE SOLE PROPERTY OF RDH BUILDING ENGINEERING AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT EXPRESSED WRITTEN PERMISSION. ISSUE DESCRIPTION DATE SCALE: AS NOTED PROJECT: APOLLO WAREHOUSE REROOF 3334 South 116 Street, Tukwila, WA 98168 DRAWING NO.: A201.1 R D H Building Sciences Inc 1 PERMIT SUBMITTAL - PHASE I 18 MAY 2012 DATE: 18 MAY 2012 DRAWN BY: AM SO9 FAIRVIEW AVE 8 Suite 100 TEE 206 324 2272 SEA®ROHRECOM sumEwA9R109 FA 2063246339 WWW.ROHBECOM DRAWING TITLE: ROOF PLAN PROJECT NO.: B3924.2 CHECKED BY: JD • May 09 2012 12:53 PM SHEET METAL COPING FTR -101 SEALANT ALUMINUM TERMINATION BAR MASTIC 1 -1/2" HEAT WELD J 1 1 / / / / / / / / / / / / / / / / / / / / / / EXISTING MEMBRANE FTR -490 ADHESIVE UNDER ALL NEW MEMBRANE GRACE SELF - ADHERED MEMBRANE (SAM). TURN DOWN FACE. BUTYL TAPE s FRAMING AS SHOWN IS REPRESENTATIONAL; ACTUAL CONDITIONS MAY VARY RDH Building Sciences Inc. 509 FAIRVIEW AYE N SUIE 16B TEL 336124 7272 SH®RONBECOM SEATTLE, WA 661W FA% 33662.6319 WWN.ROHBECONI PROJECT: APOLLO WAREHOUSE REROOF Seattle, WA DRAWING NO.: . 5.01 DRAWING TITLE: PARAPET WALL (WEST) PROJECT NO.: B3924.20 ALL DIMENSIONS NOT SHOWN ARE TO BE CHECKED AGAINST SITE CONDITIONS. DRAWING IS NOT TO BE SCALED TO OBTAIN DIMENSIONS. THIS DRAWING IS THE SOLE PROPERTY OF RDH BUILDING ENGINEERING AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT EXPRESSED WRITTEN PERMISSION. ISSUE DESCRIPTION DATE SCALE: NTS DESIGN DETAILS 09 MAY 2012 DATE: 09 MAY 2012 DRAWN BY: MHB CHECKED BY: JD 0 CO L FTR -490 ADHESIVE FTR -101 SEALANT 1 -1/2" HEAT WELD FIBERTITE 60 MIL FLEECE BACK 1/4" DENSDECK \/.. \/. MASTIC 1 U EXISTING MEMBRANE 2-LAYERS 2" ISO / \ / \/ \: ;{ / / / / FRAMING AS SHOWN IS REPRESENTATIONAL; ACTUAL CONDITIONS MAY VARY (RDH Building Sciences Inc. Y 50B FAIRVIEW AVE N MUTE 100 TEL 208 0242272 SEAQROMBECOM SEATTLE. WA BetOB FAX 206 024 MN WWW.ROHBECOM PROJECT: APOLLO WAREHOUSE REROOF Seattle, WA DRAWING NO.: 5.02 DRAWING TITLE: CURB (SKYLIGHT, HVAC) PROJECT NO.: B3924.20 ALL DIMENSIONS NOT SHOWN ARE TO BE CHECKED AGAINST SITE CONDITIONS. DRAWING IS NOT TO BE SCALED TO OBTAIN DIMENSIONS. THIS DRAWING IS THE SOLE PROPERTY OF RDH BUILDING ENGINEERING AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT EXPRESSED WRITTEN PERMISSION. ISSUE DESCRIPTION DATE SCALE: NTS DESIGN DETAILS 09 MAY 2012 DATE: 09 MAY 2012 DRAWN BY: MHB CHECKED BY: JD • May 09 2012 12:54 PM , , , , , , , , 1 -1/2" HEAT WELD FTR -490 ADHESIVE FIBERTITE TARGET "Si *A , , / , , / , , / / , , / r Amor,: ej LI EXISTING MEMBRANE FTR -101 SEALANT FRAMING AS SHOWN IS REPRESENTATIONAL; ACTUAL CONDITIONS MAY VARY RDH Building Sciences Inc. 509 FA9LWEW AME N SOTS 100 TEL 205 324 2272 SEAORDHBECOM SEATTLE, WA BOO FAX 206324€339 WWWRDHBECOM PROJECT: APOLLO WAREHOUSE REROOF Seattle, WA DRAWING NO.: 5.03 DRAWING TITLE: DRAIN PROJECT NO.: 83.924.20 ALL DIMENSIONS NOT SHOWN ARE TO BE CHECKED AGAINST SITE CONDITIONS. DRAWING IS NOT TO BE SCALED TO OBTAIN DIMENSIONS. THIS DRAWING IS THE SOLE PROPERTY OF RDH BUILDING ENGINEERING AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT EXPRESSED WRITTEN PERMISSION. ISSUE DESCRIPTION DATE SCALE: NTS 1 DESIGN DETAILS 09 MAY 2012 ' DATE: 09 MAY 2012 DRAWN BY: MHB CHECKED BY: JD NEOPRENE WASHER FTR -101 SEALANT FULL COATING OF MASTIC 1 -1/2" HEAT WELD May 24 2012 . 3PM N.T.S. RDH Building Sciences. Inc. 50 FAIRNEW AVER SUITE 100 TEL 278 82A 7272 SEACR W BE.COM SEATTLE,WA 9810 FAX 206 3211 VNN/RWBECCM EXISTING MEMBRANE FRAMING AS SHOWN IS REPRESENTATIONAL; ACTUAL CONDITIONS MAY VARY PROJECT: APOLLO WAREHOUSE REROOF Seattle, WA DRAWING NO.: 5.04 DRAWING TITLE: SLEEPER PROJECT NO.: B3924.20 ALL DIMENSIONS NOT SHOWN ARE TO BE CHECKED AGAINST SITE CONDITIONS. DRAWING IS NOT TO BE SCALED TO OBTAIN DIMENSIONS. THIS DRAWING IS THE SOLE PROPERTY OF RDH BUILDING ENGINEERING AND CANNOT BE USED OR DUPLICATED IN ANY WAY WITHOUT EXPRESSED WRITTEN PERMISSION. • ISSUE DESCRIPTION DATE SCALE: NTS 1 DESIGN DETAILS 09 MAY 2012 DATE: 09 MAY 2012 DRAWN BY: MHB CHECKED BY: JD FTR #101 SEALANT STAINLESS STEEL WORM GEAR CLAMP FTR "PRE- MOLDED" FLASHING HOT AIR WELD FTR OR FTR -FB MEMBRANE PIPE PENETRATION INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS FjeriItE // Seaman Carperatinn INTELLIGENT ROOFING SOLUTIONS INTELLIGENT ROOFING SOLUTIONS FTR FASTENER & STRESS PLATE (MIN. 4 FASTENERS) 1 REFERENCE: "FTR GS06" PRE- MOLDED PIPE FLASHING LGENERAL APPLICABLE SYSTEMS: "FTR MA06" "FTR BA06" REVISES DETAIL ISSUE DATE DRAWING NUMBER ALL PREVIOUS I 01 -01 -12 I FTR -DP31 NOTES: 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. 2. END LAPS OF ECOWHITE QUICKSEAM SPLICE TAPE MUST OVERLAP A MINIMUM OF 1" (25.4 mm). REFER TO EW -LS -2. 3. REFER TO EW -LS -9 FOR SEAM EDGE TREATMENT. 4: SEAMS MAY RUN PARALLEL TO SLOPE. 5. EXTRA CLEANING IS REQUIRED AT FACTORY SPLICE AREAS AND OTHER AREAS WHERE EXCESS DUSTING AGENT MAY HAVE ACCUMULATED. SINGLE -PLY QUICKPRIME RUBBERGARD ECOWHITE EPDM MEMBRANE 1/8" (3.2 mm) TO 1/2" (12.7 mm) ECOWHITE 3" QUICKSEAM SPLICE TAPE (SEE NOTES) RUBBERGARD ECOWHITE EPDM MEMBRANE SLOPE (SEE NOTES) MAXIMUM WARRANTY: 20 YEARS 'Firestone NOBODY COVERS YOU BETTER:" www.firestonebrico.com LAP SPLICE RubberGard" oWhite EPDM ACCEPTABLE SYSTEMS ADHERED ONLY ISSUE / REVISION DATE: 2/1/2010 NOT TO SCALE DETAIL NO. EW -LS -1 • • O. 4 WALL /CURB a. (MASONRY/ ° CONCRETE SUBSTRATE ONLY) 4 ° • • ° ° o ° n • ° 4 USE APPROPRIATE BASE TIE -IN CONTINUOUS BEAD OF AP SEALANT NOTES: 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. 2. INSTALL FIRESTONE TERMINATION BAR WITH 1/4" (6.4 mm) GAP BETWEEN ADJOINING SECTIONS. 3. TERMINATION BAR MUST BE CUT AT INSIDE AND OUTSIDE CORNERS. DO NOT BEND AROUND CORNERS. 4. TERMINATION BAR MUST BE FASTENED WITHIN 1" (25.4 mm) MAX. OF ALL SECTION ENDS. APPROPRIATE FIRESTONE FASTENER 12" (304.8 mm) O.C. MAX. FIRESTONE TERMINATION BAR (SEE NOTES) CONTINUOUS BEAD OF FIRESTONE WATERBLOCK RUBBERGARD EPDM MEMBRANE BONDING ADHESIVE MASONRY AND CONCRETE WALLS / CURBS MUST BE WATERPROOFED AND MAINTAINED IN ORDER FOR ANY SURFACE MOUNTED TERMINATION TO BE EFFECTIVE. I MAXIMUM WARRANTY: 20 YEARS Firestone o� NOBODY COVERS YOU BETTER:" www.firestone boco.com TERMINATION WITH TERMINATION BAR RUBBERGARDT" EPDM ACCEPTABLE SYSTEMS: ALL ISSUE / REVISION DATE: 1/1/2006 NOT TO SCALE DETAIL NO. T -1 • • • STRAINER BASKET COMPRESSION RING CONTINUOUS BEAD OF FIRESTONE WATERBLOCK (SEE NOTES) RUBBERGARD EPDM MEMBRANE BONDING ADHESIVE (ADHERED SYSTEMS ONLY) SEE SLOPE LIMITS 1/2" (12.7mm) MIN. SEE NOTES 12" (304.8 mm) NOTES: 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. 2. HOLE. IN MEMBRANE SHOULD EXTEND A MINIMUM OF 1/2" (12.7 mm) BEYOND CLAMPING RING AND SHOULD NOT BE SMALLER THAN THE DIAMETER OF THE LEADER PIPE. 3. INSULATION ADJACENT TO DRAIN TO BE APPROPRIATE FIRESTONE INSULATION WITH APPROPRIATE BONDING SURFACE. 4. FIRESTONE WATERBLOCK MIN. OF 1/2 OF 10 OZ (295 ml) TUBE PER 4" DRAIN. USE ADDITIONAL WATERBLOCK FOR LARGER DRAINS. 5. IN REROOF APPLICATIONS: - REMOVE EXISTING FLASHINGS DOWN TO METAL BOWL - REPAIR OR REPLACE BROKEN DRAIN'COMPONENTS - DRILL AND TAP BROKEN DRAIN BOLTS AND REPLACE IF NECESSARY. FIRESTONE INSULATION (SEE NOTES) SUBSTRATE SUMP AREA FIELD SEAM REQUIREMENTS: A. IF FIELD SEAM EDGE IS WITHIN 9" (228.6 mm) OF DRAIN COMPRESSION RING, EPDM TARGET PATCH REQUIRED. B. IF FIELD SEAM EDGE IS WITHIN 9" (228.6 mm) TO 18" (457.2 mm) OF DRAIN COMPRESSION RING, INSTALL A LAYER OF 5" QUICKSEAM FLASHING CENTERED OVER SEAM EDGE. 5" QUICKSEAM FLASHING MUST EXTEND 3" (76.2 mm) MIN. BEYOND EDGE OF SUMP. FIRESTONE INSULATION 5 SUBSTRATE i MEMBRANE SLOPE LIMITS: A. MAXIMUM SLOPE FOR MAX MEMBRANE SHALL BE 2" (50.8 mm) / 12" (304.8 mm). REFER TO DETAIL D-4 WHEN SLOPE EXCEEDS LIMITATIONS. B. MAXIMUM SLOPE FOR STANDARD MEMBRANE SHALL BE 6" (152.4 mm) / 12" (304.8 mm). MAXIMUM WARRANTY. 20 YEARS Firestone � NOBODY COVERS YOU BETTER:" www.firestonebpco.com ROOF DRAIN RUBBERGAREP EPDM ACCEPTABLE SYSTEMS: ALL ISSUE / REVISION DATE: 1/1/2006 NOT TO SCALE DETAIL NO. D -1 • • FIELD OR FACTORY SEAM ECOWHITE QUICKSEAM JOINT COVER OR ECOWHITE QUICKSEAM FLASHING WITH SEAM EDGE TREATMENT PLAN VIEW PIPE FLASHING OVER FIELD OR FACTORY SEAM AP SEALANT OR CONTINUOUS BEAD OF HIGH GRADE SEALANT \ ECOWHITE LAP SEALANT FIELD FABRICATED METAL HOOD BY OTHERS (OPTIONAL) ECOWHITE PRE - MOLDED QUICKSEAM PIPE FLASHING SINGLE -PLY QUICKPRIME BONDING ADHESIVE -\ STAINLESS STEEL CLAMPING RING (SEE NOTES) 3" (76.2mm) FIRESTONE FIRESTONE I INSULATION N IIIIII_ I SUBSTRATE NOTES: 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. 2. REMOVE ALL EXISTING FLASHINGS, LEADS, ETC. PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE, INSULATION, ETC. 3. PIPE MUST BE ANCHORED TO ENSURE STABILITY. 4. ECOWHITE PRE - MOLDED QUICKSEAM PIPE FLASHING MAY BE CUT TO HEIGHT, BUT NO LOWER THAN REINFORCING RING ( NO WRINKLES OR FOLDS UNDER CLAMPING RING). 5. APPLY ECOWHITE LAP SEALANT BETWEEN PENETRATION AND ECOWHITE PRE - MOLDED PIPE FLASHING PRIOR TO INSTALLATION OF CLAMPING RING. REFER TO EW -LS -9 FOR SEAM EDGE TREATMENT. 6. ECOWHITE PRE - MOLDED PIPE FLASHING FITS 1" (25.4 mm) - 6" (152.4 mm) PENETRATION SIZES. 7. DO NOT USE WHEN SERVICE LINE TEMP. EXCEEDS 180 °F. REFER TO EW -P -4. 1111111 IN IU ITION 11 III RUBBERGARD ECOWHITE EPDM MEMBRANE SUBSTRATE MAXIMUM WARRANTY: 20 YEARS Firestone C NOBODY COVERS YOU BETTER:" www.firestonebpco.com PENETRATION WITH ECOWHITE QUICKSEAM PIPE FLASHING RubberGard" oWhite EPDM ACCEPTABLE SYSTEMS: ADHERED ONLY ISSUE / REVISION DATE: 2/1/2010 NOT TO SCALE DETAIL NO. EW -P -1 • • • • .w \ SEE NOTE 3. MINIMUM HEIGHT 8" (203mm) r„.....-- PROJECT. SPECIFIED WALL FINISH: METAL, MASONRY OR WOOD WALL PANEL SYSTEM, METAL COUNTER FLASHING OR COPING SYSTEM OR SOPREMA ALSAN FLASHING ► SYSTEM. SPECIFIED SYSTEM MUST 1 WATERPROOF THE TOP FOUR INCHES OF / THE FLASHING MEMBRANE PLY. (152mm) COVERBOARD INSULATION (IF REQUIRED) THERMAL INSULATION (IF REQUIRED) ROOF DECK POLYESTER CAP MEMBRANE FLASHING PLY HEAT WELDED ON HEAT WELDED FLASHINGS EMBED GRANULES IN FLASHING AREA. FIELD CAP MEMBRANE PLY BASE MEMBRANE FLASHING PLY BASE MEMBRANE PLY PRIME MASONRY SUBSTRATE NOTES: 1. USE IN CONJUNCTION WITH SOPREMA GENERAL REQUIREMENTS AND APPROVED DETAILS WHILE CONSTRUCTING OTHER ROOF COMPONENTS TO EXCEED CURRENT EDITION REQUIREMENTS OF FM APPROVALS, SMACNA, NRCA, ANSI /SPRI ES -1 AND FLORIDA BUILDING CODE -RAS NO. 111 WITH THE MOST STRINGENT REQUIREMENTS OR RECOMMENDATIONS PREVAILING. 2. SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS AND SEALANTS ARE REQUIRED WHERE INDICATED. 3. SEE DETAIL AHWBF -001 IF GREATER THAN 24" (610mm). • somurad 310 QUADRAL DRIVE WADSWORTH, OHIO 44281 (330) 334 -0066 TITLE Adhered Wall Base Flashing w/o Cant SCALE NONE DWN DMT CHK BS APPROVAL DATE 11/27/06 DRAWING NUMBER AWBF -020 REV 0 • USACE OF THIS DRAWDIC IS GOVERNED BY THE MILS OF SERVICE DETAIL P LEASE CONSULT THESE TEAMS OF SERVICE PRIOR TO UOL07NG THIS FASTENERS APPROX. 8" O.C. (203mm) PRIMED MASONRY SUBSTRATE. ON WOOD FASTEN SOPREMA APPROVED BASE SHEET 8" O.C. (203mm) IN GRID PATTERN AND AT SIDE LAPS. WOOD NAILERS INSTALLED WITH BOND BREAKERS AND FASTENED AS SPECIFIED OR REQUIRED BY CODE OR INDUSTRY STANDARDS TO RESIST DESIGN LOADS AND CORROSION OF STEEL DECKING, FASTENERS AND METAL EDGING. UNIT MOUNTING CURB FASTENER AND SEALING WASHERS SPACED AS SPECIFIED REMOVABLE METAL COUNTERFLASHING EXTENDER PIECE THERMAL INSULATION,----' COVERBOARD AND ROOFING PLIES APPLIED TO DECK AND CURB AS SPECIFIED OR REQUIRED NOTES: 1. DETAIL TO BE USE IN CONJUNCTION WITH SOPREMA GENERAL REQUIREMENTS, APPLICATION METHODS AND APPROVED DETAILS. 2. SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS AND SEALANTS ARE REQUIRED WHERE INDICATED. • ON HEAT WELDED FLASHING EMBED GRANULES IN FLASHING AREA. N a 3 W 11610PREMA. 310 QUADRAL DRIVE WADSWORTH, OHIO 44281 (330) 334 -0066 UNIT MOUNTED CURB SCALE NONE DWN I CHK DMT I PR APPROVAL DATE 9/1/05 DRAWING NUMBER REV AC -001 I 0 w USAGE OF WS DRAMNG 6 GOVERNED BY THE TERMS OF SERVICE DETAIL PLEASE CONSULT THESE TERNS OF SERVICE PRIOR TO UTIGUNG fl6 VENT PIPE LEAD FLANGE POLYESTER REINFORCING MEMBRANE PLY - ADHERED SET DIAGONAL TO FIELD SEAMS. TOP OF FLASHING CAPPED OR ROLLED INTO PIPE MIN. 1" (25mm) LEAD PIPE FLASHING SEALANT AT METAL JUNCTURE TO MEMBRANE THERMAL INSULATION, COVERBOARD AND ROOFING PLIES APPLIED TO DECK AS SPECIFIED OR REQUIRED J 4" MIN. (102mm) VENT PIPE ANCHORED AT UNDERSIDE OF ROOF DECK NOTES: 1. DETAIL TO BE USE IN CONJUNCTION WITH SOPREMA GENERAL REQUIREMENTS, APPLICATION METHODS AND APPROVED DETAILS. 2. SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS AND SEALANTS ARE REQUIRED WHERE INDICATED. 3. LEAD FLASHING FLANGE AND POLYESTER REINFORCING MEMBRANE PLY MUST BE PLACED DIAGONAL TO BASE PLY FIELD SEAMS. • • POLYESTER REINFORCING MEMBRANE PLY PRIME METAL FLANGE AND SET IN SOPREMA MASTIC PLOT DATE: 9/1/05 a 310 QUADRAL DRIVE WADSWORTH, OHIO 44281 (330) 334 -0066 TrnE VENT PIPE SCALE NONE DWN DMT CHK PR APPROVAL DATE 9/1/05 DRAWING NUMBER APN -001 REV 0 a USAGE OF 1145 DRANWC S GOVERNED BY THE TERMS OF SERVICE PLEASE CONSULT THESE TERNS OF SERVICE PRIOR TO UTILDDRG THIS DETAIL MIN 8' MIN, (203mm) 24' MAX, <610mm) WOOD NAILERS INSTALLED WITH BOND BREAKERS AND FASTENED AS SPECIFIED OR REQUIRED BY CODE OR INDUSTRY STANDARDS TO RESIST DESIGN LOADS AND CORROSION OF STEEL DECKING, FASTENERS AND METAL EDGING. 3" MIN. (76m41 HEAT S WELDED EA I rhil 11110,„ ■_■_■■_■_■■_■_■■■_■ _■■_■_■■■_ ■_■■_■_I■■_■ ■■_■_■■_I FASTEN FIRST MEMBRANE WALL FLASHING PLY IN 8" (203mm) O.C. GRID PATTERN INTO WOOD SURFACE (TYP.) METAL CAP SECURED & VENTED BY AHJ PRIME MASONRY SUBSTRATE. ON WOOD FASTEN SOPREMA APPROVED BASE SHEET 8" (203mm) O.C. IN GRID PATTERN AND AT SIDE LAPS. SINGLE LAYER WALL COVERINGS ARE EITHER SOPRALAST 50 TV ALU, SOPRALENE FLAM 180 OR 250 GR HEAT WELDED TO APPROVED & PREPARED SUBSTRATE - FASTEN TOP EDGE APPROX. 8" (203mm, TYP) CAP . MEMBRANE BASE FLASHING PLY FASTENED AT TOP EDGE APPROX. 8" (203mm) 0.C. OR SIMULTANEOUSLY WITH BASE FLASHING. EMBED GRANULES IN SEAM AREA. FIRST MEMBRANE BASE FLASHING PLY - FASTENED © APPROX. 8" (203mm) O.C. OR BOTH PLIES FASTENED SIMULTANEOUSLY. 4'� ' (102mm ) (51 mm) FIELD CAP MEMBRANE PLY -ON HEAT WELDED FLASHINGS. EMBED GRANULES IN FLASHING AREA. (TYP) NOTES: 1. DETAIL TO BE USE IN CONJUNCTION WITH SOPREMA GENERAL REQUIREMENTS, APPLICATION METHODS AND APPROVED DETAILS. 2. SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS AND SEALANTS ARE REQUIRED WHERE INDICATED. 3. WHEN A TWO -PLY FLASHING SYSTEM IS SPECIFIED; OVERLAP FIRST MEMBRANE WALL FLASHING PLY A MIN. 3" BEYOND FASTENERS OF THE BASE FLASHING PLIES. THE WALL COVERING MEMBRANE(S) ARE HEAT WELDED ONTO A PROPERLY PREPARED SUBSTRATE. DO NOT BOND SELF - ADHESIVE MEMBRANES TOO U OR BRICK SURFACES. MAX. SA MEMBRANE HEIGHT 24" (610mm) • \ / THERMAL INSULATION, COVERBOARD AND ROOFING PLIES APPLIED TO DECK AS SPECIFIED OR REQUIRED =PRIMA° 310 QUADRAL DRIVE WADSWORTH, OHIO 44281 (330) 334 -0066 HIGH WALL MEMBRANE COVERING SCALE NONE DWN I CHK DMT I BS APPROVAL DATE 4/13/06 DRAWING NUMBER I REV AHWBF -001 0 o USAGE OF THIS DRAWING IS GOVERNED BY TIE TERNS OF SERVICE DETAIL. PLEASE CONSULT THESE TERNS OF SERVICE PRIOR To UTILIZING TICS ACRYLIC OUTER DOME ACRYLIC INNER DOME FOAM TAPE THERMAL BARRIER FASTENER BY OTHERS 1 ion CURB FLASHING BY OTHERS ROOF LINE INTERNAL CONDENSATE CONTROL GUTTER EXTRUDED ALUMINUM INNER FRAME SEALANT BED BY OTHERS CURB AND BLOCKING BY OTHERS This drawing is on instrument of service and is provided for informational use only. • 0 2005 VELUX GROUP • SILICONE SEAL BEAD EXTRUDED ALUMINUM COVER VHB TAPE ASSEMBLY SCREWS ®VELUX is a registe emark LUX 14 Greenwood, a Evans Pond Road Greenwo SC 29649 1-800-88—VELUX Nome Date VELUX Drawn by JDH Mar. 05 Checked b by WO Mar. 05 Sky — Product Management www.VELUXUSA.com - Drawing No. Commercial Curb Mounted Acrylic Skylight Double Dome Pyramid Hip / Ridge CM- 2.3_01 -0305 Model CM — 2 & 3 ®VELUX is a registe emark TGFU.R11436 - Roofing Systems $'v as M a Page 43 of 45 Existing Roof System: — Class A gravel surfaced B -U -R (gravel to be maintained). Insulation (Optional): — Polystyrene, any thickness. Barrier Board: — G -P Gypsum DensDeck®, 1/4 in. (min). Membrane: — "Soprema PLUS PVC ", mechanically fastened. 6. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A, B or C carp sheet or smooth surfaced BUR roof, insulated or uninsulated and /or single ply membrane (EPDM, PVC or CPE). • Barrier Board: — G -P Gypsum DensDeck®, 1/4 in. (min). Membrane: — "Soprema PLUS PVC -FB ", hot mopped or fully adhered with Flex Membrane International Inc "Flex Substrate Adhesive" at 60 sq ft/gal "Soprema PLUS PVC" or "Soprema PLUS PVC -FB ", mechanically fastened. 7. Deck: NC Incline: 1/2 Existing Roof System: — Class A, B, C cap sheet or smooth surfaced BUR roof, insulated or uninsulated and /or single ply membrane (EPDM, PVC or CPE). Insulation: — Any UL Classified polystyrene insulation, any thickness covered with Apache Products "Pyrox Whiteline ", 1 in. thick min. Membrane: — "Soprema PLUS PVC" or "Soprema PLUS PVC -FB ", mechanically fastened. 8. Deck: NC Incline: 1/2 Existing Roof System: — Class A cap sheet or smooth surfaced BUR system (insulated or uninsulated) covered with: Slip Sheet: — Atlas Roofing "FR -10 ". Membrane: — "Soprema PLUS PVC or "Soprema PLUS PVC -FB ", mechanically fastened. 9. Deck: NC Incline: 1/4 Existing Roof System: — Class A, B, C cap sheet or smooth surfaced BUR roof, insulated or uninsulated and /or single ply membrane (EPDM, PVC or CPE). Insulation: — Any UL Classified polystyrene insulation, any thickness covered with Dow Chemical "Hy -Tec" (Energy Lok), 1 in. thick min. Membrane: — "Soprema PLUS PVC" or "Soprema PLUS PVC -FB ", mechanically fastened. 10. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class A B -U -R (gravel maintained) covered with: Insulation: — Wood fiberboard (1 in. or 2- layers 1/2 in.) mechanically fastened. Membrane: — "Soprema PLUS PVC ", mechanically fastened. Class B 1. Deck: NC Incline: 3/4 Existing Roof System: — Class A, B or C Cap Sheet or smooth surfaced b -u -r roof insulated or uninsulated and /or single ply membrane (EPDM, PVC or CPE). Barrier Board: — 1 /4 -in. G -P Gypsum DensDeck®, 1/2 in.DensDeck®, mechanically fastened. Ply Sheet: — "Soprafix ", "Sopralene Flam 180," mechanically fastened and /or heat fused. Membrane: — "Elastophene Flam FR GR," heat fused or "Elastophene FR GR ", hot mopped. 2. Deck: C -15/32 Incline: 3/4 Existing Roof System: — Class B Cap Sheet b -u -r roof system to retain the existing Classification when covered with: Insulation (Optional): — Polyisocyanurate, wood fiber, perlite or glass fiber, any thickness or combination, mechanically attached. Base Sheet: — One layer Tritex "Rocroofp , Type G1 or G2, "Sopraglass 40," "Sopraglass 100" or modified "Sopra G ". Ply Sheet (Optional): — One or more layers "Elastophene Sanded," adhered with hot roofing asphalt or "Elastophene Flam," heat fused. Membrane: — "Elastophene FR GR," adhered with hot roofing asphalt or "Elastophene Flam FR GR," heat fused. 3. Deck: C -15/32 Incline: 1/2 Existing Roof System: — Class B Cap Sheet b -u -r roof system to retain the existing Classification when covered with: Insulation (Optional): — Polyisocyanurate, wood fiber, perlite or glass fiber, any thickness or combination, mechanically attached. Base Sheet: — One layer Tritex "Rocroof"p , Type G1 or G2, "Sopraglass 40," "Sopraglass 100" or modified "Sopra G ". Ply Sheet (Optional): — One or more layers "Elastophene Sanded," "Elastophene 180 Sanded" or "Elastophene 180 PS," adhered with hot roofing asphalt or "Sopralene Flam 180" or "Elastophene Flam," heat fused. Membrane: — "Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm" or "Sopralene 250 FR GR," adhered with hot roofing asphalt or "Sopralene Flam 180 FR GR ", "Sopralene Flam 180 FR GR 3.5 mm" or "Sopralene Flam 250 FR GR, "•heat fused. Ci „,�asskA, B,or�C http: // database. ul. com /cgi- bin/XYV /template/LISEXT/ 1 FRAME /showpage.html ?name =T... 5/12/2011 • • • TGFU.R11436 - Roofing Systems Page 44 of 45 (1. Deck: C- 15/32; ;Incline: 1/2, Existing Roof System:— Class A, B or C Cap Sheet or smooth surfaced b -u -r (insulated or uninsulated) to retain the existing' Classification, covered.with: Barrier Board (Optional): - Minimum 1 /8 -in. "SOPRABOARD" or minimum 1/4-in thick USG Corp. SECUROCK'" Roof Board (Type FRX -G) tor SECUROCK® Glass -Mat Roof Board (Type SGMRX) or 1/2 or 5 /8 -in. thick "Type DCB "or 1 /4 -in. min G -P Gypsum DensDeck® or ( "DensDeck Prime ®" or "DuraGuard ®" or "DensDeck Prime 2' " "or 3A -in. (min) "SopraRock ®MD ", "SopraRock ®MD Plus ", "SopraRock ®DD" or "SopraRock® DD Plus ", Ply Sheet (Optional): — "Soprafix S" or "Soprafix" or or "Soprafix -e" or'Soprafix -e FR" or "Soprafix(X) " "Soprafix F" or "Elastophene ;Sanded 3.0mm" or "Elastophene PS 3.0 mm" or "Elastophene SP 3.0 mm" or "Elastophene HD" or, "Elastophene HS" or "Elastophene HS_' {FR" or "Elastophene HR 3.0 or "Elastophene Flam" or "Sopralene 180 Sanded" or "Sopralene 180 SP 3.0" or "Sopralene 180 SP 3.5" or ;"Sopralene Flam 250" or "Sopralene Flam 250 3.5mm" or "Sopralene 250 PS" or "Sopralene 250 SP" or "Sopralene 250 PS 2.7" or, j "Sopralene 250 Sanded" or "Sopralene 250 Sanded 3.5mm ", mechanically fastened or at side laps. - -_- (Membrane: — "Elastophene Flam LS FR GR" or "Elastophene Flam GR" or "Elastophene Flam FR GR" or "Elastophene Flam HD FR GR" or "Elastophene Flam FR+ GR" or "Elastophene Flam HR FR GR" or "Elastophene Flam HS FR GR" or "Elastophene Flam HP FR GR" or _ "Sopralene Flam 180 FR GR ", "Sopralene Flam 180 FR GR 3.5 mm" or "Sopralene Flam 180 FR+ GR" or "Sopralene Flam 250 FR GR" o_ r` "Sopralene Flam 250 FR+ GR" or "Sopralast White" or "Sopralast 50 TV Alu ", or "Sopralast Alu" or Soprastar Flam heat welded or in Colphene FR GR" or "Soprastar Stick ", self- adhered or "Elastophene GR or "Elastophene. LS FR GR" or "Elastophene FR GR" or, "Elastophene FR+ GR" or "Elastophene HD FR GR" or "Elastophene HR FR GR" or "Elastophene HS FR GR" or "Elastophene HP FR GR" or- "Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm" or "Sopralene 250 FR GR" adhered with hot roofing asphalt or Soprema "FM, (Adhesive" or "FM Adhesive (VOC)" or "FMA- VOC -1" or "High Velocity Membrane Adhesive" at 1.5 gal /sq.; 2. Deck: C -15/32 Incline: 2 Existing Roof: — Insulated or noninsulated cap sheet, Class A, B or C system to retain the existing Classification covered with: Membrane: — "Flagon PVC ", 40 -100 mil (TPA). 3. Deck: C -15/32 Incline: 2 Existing Roof: — Insulated or noninsulated cap sheet, Class A, B or C system to retain the existing Classification covered with: Membrane: — "Flagon PVC -FB ", 40 -100 mil (TPA). 4. Deck: C -15/32 Incline: 2 -1/2 - See Note Existing Roof System: — (To maintain existing Classification) - Any Class A, B or C, uncoated, insulated or uninsulated, Type G3 mineral surfaced cap or mineral surfaced modified bitumen member BUR system. Base Coat: — One coat of "' R'NOVA PLUS PEACH" applied at 1 to 2 gal /sq. Reinforcement(Optional): — One ply of polyester fabric at 3 oz /sq yd max, embedded into the wet base coating. Midcoat Coat: — One coat of "' R'NOVA PLUS PEACH" applied at 1 to 2 gal /sq. Top Coat: — One coat of "' R'NOVA PLUS WHITE" applied at 1 to 2 gal /sq. Note: Classification (A, B or C) and max incline will be the same as that for the original Classified roofing system (TGFU). 5. Deck: C -15/32 Incline: 2 -1/2 - See Note Existing Roof System: — (To maintain existing Classification) - Any Class A, B or C, uncoated, insulated or uninsulated, Type G3 mineral surfaced cap or mineral surfaced modified bitumen member BUR system. Base Coat: — One coat of "'R'NOVA PLUS PEACH" applied at 1 to 2 gal /sq. Top Coat: — One coat of "'R'NOVA PLUS WHITE" applied' at 1 to 2,gal /sq. Classification (A, B or C) and max incline will be the same as that for the original Classified roofing system (TGFU). Last Updated on 2011 -03 -18 Ouestions? Print this page Notice of Disclaimer Paae Top Copyright n 2011 Underwriters Laboratories Inc,® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2011 Underwriters Laboratories Inc. ®" http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 5/12/2011 UL LL l-1w - i EC J.t29Sl�o /S1 I�Z SERVIC ICC EVAE LUATION • ICC -ES Evaluation Report Most Widely Accepted and Trusted ESR -3026 Reissued February 1, 2012 This report is subject to renewal April 1, 2014. www.icc- es.org 1 (800) 423 -6587 1 (562) 699 -0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00- THERMAL AND MOISTURE PROTECTION Section: 07 53 23- Ethylene- Propylene - Diene- Monomer Roofing REPORT HOLDER: FIRESTONE BUILDING PRODUCTS COMPANY, LLC 250 WEST 96TH STREET INDIANAPOLIS, INDIANA 46260 -1316 (800) 428 -4442 www.firestonebpco.com EVALUATION SUBJECT: FIRESTONE RUBBERGARD EPDM SINGLE -PLY ROOFING MEMBRANES ADDITIONAL LISTEE: GENFLEX ROOFING SYSTEMS, LLC • 250 WEST 96TH STREET INDIANAPOLIS, INDIANA 46260 (800) 443 -4272 www.cienflex.com • 1.0 EVALUATION SCOPE Compliance with the following code: 2009 International Building Code® (IBC) Properties evaluated: • Weather resistance • Fire classification • Wind uplift resistance • Impact resistance 2.0 USES Firestone RubberGard . EPDM single -ply roofing membranes are used as roof coverings in ballasted, adhered and mechanically fastened membrane roofing systems. 3.0 DESCRIPTION 3.1 General: The RubberGard EPDM Membrane Roofing Systems described in this report consist of single -ply roofing membranes, insulation (where used), barrier board or slip sheet (where used), flashing, mechanical fasteners and adhesives that are installed on a combustible or noncombustible deck. 3.2 EPDM Membranes: 3.2.1 Standard RubberGard: Standard RubberGard is a nonreinforced EPDM single -ply roofing membrane, available in nominally 45 -mil (1.1 mm) or 60-mil (1.5 mm) thicknesses. The 45 -mil -thick membrane weighs approximately 0.29 lb/ft2 (1.4 kg /m2) and is available in rolls of various widths and lengths. The 60 -mil -thick membrane weighs approximately 0.40 Ib /ft2 (2 kg /m2) and is available in rolls of various widths and lengths. 3.2.2 Standard RubberGard FR: Standard RubberGard FR is a nonreinforced fire- resistant EPDM single -ply roofing membrane, available in nominally 45 -mil (1.1 mm) or 60 -mil (1.5 mm) thicknesses. The 45 -mil -thick membrane weighs approximately 0.31 Ib /ft2 (1.5 kg /m2) and is available in 100 feet long by 7.5 feet or 9 feet wide (30.5 m by 2.3 or 2.7 m) rolls. The 60 -mil -thick membrane weighs approximately 0.43 Ib /ft2 (2.1 kg /m2) and is available in 100 feet long by 7.5 feet or 9 feet wide (30.5 m by 2.3 or 2.7 m) rolls. 3.2.3 RubberGard LS -FR: Standard RubberGard LS -FR is a nonreinforced fire- resistant EPDM single -ply roofing membrane, available in nominally 45 -mil (1.1 mm) or 60 -mil (1.5 mm) thicknesses. The 45 -mil -thick membrane weighs approximately 0.31 Ib /ft2 (1.5 kg /m2) and is available in rolls of various widths, 100 feet long (30.5 m). The 60 -mil -thick membrane weighs approximately 0.43 Ib /ft2 (2.1 kg /m2) and is available in rolls of various widths, 100 feet long (30.5 m). 3.2.4 RubberGard LS -FR PT: Standard RubberGard LS- FR PT is a nominally 60 -mil (1.5 mm) thick, nonreinforced fire- resistant EPDM single -ply roofing membrane, with a pre- applied 3 -inch or 6- inch -wide (76 or 152 mm), 0.035 - inch -thick (0.9 mm) Quick Seam tape laminated along the length of the membrane. The membrane weighs approximately 0.31 Ib /ft2 (1.5 kg /m2) and is available in rolls of various widths, 100 feet long (30.5 m). 3.2.5 RubberGard MAX: RubberGard MAX is an internally - reinforced EPDM single -ply roofing membrane, available in nominally 45 -mil (1.1 mm), 60 -mil (1.5 mm) or 75 -mil (1.9 mm) thicknesses. The 45 -mil -thick membrane weighs approximately 0.32 Ib /ft2 (1.5 kg /m2) and is available in 100 - feet -long by 7.5 -feet or 10- feet -wide (30.5 m by 2.3 or 3 m) rolls. The 60 -mil -thick membrane weighs approximately 0.42 Ib /ft2 (2.0 kg /m2) and is available in 100 - feet -long by 7.5 -feet or 10- feet -wide (30.5 m by 2.3 or 3 m) rolls. The 75 -mil -thick membrane weighs approximately 0.52 Ib /ft2 (2.4 kg /m2) and is available in 100 feet long by 7.5 feet or 10 feet wide (30.5 m by 2.3 or 3 m) rolls. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright ® 2012 ¢c ANSI ra Page 1 of 12 ESR -3026 1 Most Widely Accepted and Trusted Page 2 of 12 3.2.6 RubberGard MAX PT: RubberGard MAX PT is an internally - reinforced EPDM single -ply roofing membrane, available in nominally 45 -mil (1.1 mm), 60 -mil (1.5 mm) or 75 -mil (1.9 mm) thicknesses, with a pre - applied 3 -inch or 6- inch -wide (76 or 152 mm), 0.035- inch -thick (0.9 mm) Quick Seam tape laminated along the length of the membrane. The 45 -mil -thick membrane weighs approximately 0.33 lb/ft2 (1.6 kg /m2). The 60 -mil -thick membrane weighs approximately 0.43 lb/ft2 (2.1 kg /m2). The 75 -mil -thick membrane weighs approximately 0.56 lb/ft2 (2.7 kg /m2). Membranes are available in 100 -feet- long by 7.5 -feet or 10- feet -wide (30.5 m by 2.3 or 3 m) rolls. 3.2.7 RubberGard MAX FR: RubberGard Max FR is an internally - reinforced, fire- resistant, EPDM single -ply roofing membrane available in nominally 45 -mil (1.1 mm), 60 -mil (1.5 mm) or 75 -mil (1.9 mm) thicknesses. The 45 -mil -thick membrane weighs approximately 0.32 lb /ft2 (1.5 kg /m2) and is available in 100 feet long by 7.5 feet or 10 feet wide (30.5 m by 2.3 or 3 m) rolls. The 60 -mil -thick membrane weighs approximately 0.42 lb/ft2 (2.0 kg /m2) and is available in. 100 feet long by 7.5 feet or 10 feet wide (30.5 m by 2.3 or 3 m) rolls. The 75 -mil -thick membrane weighs approximately 0.52 lb/ft2 (2.5 kg /m2) and is available in 100 - feet -long by 7.5 -feet or 10- feet -wide (30.5 m by 2.3 or 3 m) rolls. 3.2.8 RubberGard Platinum: RubberGard Platinum is a nominally 90 -mil (2.2 mm) thick, nonreinforced,. EPDM single -ply roofing membrane. The membrane weighs approximately 0.56 lb /ft2 (2.7 kg /m2) and is available in 50 -' feet or 100 - feet -long by 10- feet -wide (15.2 or 30.5 m by 3 m)'rolls. 3.2.9 RubberGard EcoWhite: RubberGard EcoWhite is a nominally 60 -mil (1.5 mm) thick, nonreinforced, bi- laminate, white -on- black, cured single ply roofing membrane. The membrane weighs approximately 0.43 lb/ft2 (2.1 kg /m2) and is available in rolls of various widths, 100 feet long (30.5 m). 3.2.10 RubberGard EcoWhite Platinum: RubberGard EcoWhite Platinum is a nominally 90 -mil (2.3 mm) thick, nonreinforced, bi- laminate, white -on- black, cured single ply roofing membrane. The membrane weighs approximately 0.61 lb/ft2 (3.0 kg /m2) and is available in 100 - feet -long by 10- feet -wide (30.5 m by 3 m) rolls. 3.3 Insulation: See Tables 1 through 5 for insulations used with specific roofing systems. 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. Polyisocyanurate and polystyrene foam plastic insulation must comply with ASTM C 1289 and ASTM C 578, respectively, and with Chapter 26 of the IBC. 3.4 Barrier or Coverboard: Barrier or coverboard, when used, may be any of the following: • Minimum 1/4- inch -thick (6.4 mm) G -P Gypsum Corporation DensDeck or DensDeck Prime. • Minimum 1/2- inch -thick (12.7 mm) gypsum board, complying with ASTM C 1396. • One -half- inch -thick (12.7 mm) Firestone ISOGARD HD or Firestone Resista. • One -half- inch -thick (12.7 mm) USG Corporation Securock. 3.5 Fasteners: Fasteners and stress plates used to attach barrier or cover boards, insulation boards and roofing membranes must be corrosion - resistant. Fasteners may be any of the Firestone insulation and membrane fasteners, plates and strips summarized in this section or noted in Table 4. 3.5.1 Firestone All- Purpose Fasteners: An epoxy - coated steel screw used in combination with the Firestone Insulation Fastening Plate to attach roofing insulation and base sheets to steel and wood substrates. Fastener length must be sufficient to penetrate through the steel deck a minimum of 3/4 inch (19 mm), and into the wood deck a minimum of 1 inch (25.4 mm). 3.5.2 Firestone Heavy -Duty Fastener: An epoxy- coated steel screw used in combination with the Firestone Insulation Fastening Plates, Firestone Batten Strips, Seam Plates or Termination Bars to attach roofing insulation and base sheets to steel, wood and concrete decks. Fastener length must be sufficient to penetrate through the steel deck a minimum of 3/4 inch (19 mm), and into the wood or concrete deck a minimum of 1 inch (25.4 mm). 3.5.3 Firestone Concrete Drive Fastener: A nonthreaded hammer -in fastener, epoxy- coated, used with Firestone Insulation Plates to attach roofing insulation, base sheets and other accessories to structural concrete substrates. Fastener length must be sufficient to penetrate into the concrete deck a minimum of 11/4 inch (32 mm). 3.5.4 Firestone Insulation Fastening Plate: A 3 -inch diameter (76 mm) galvalume plate used in combination with Firestone fasteners to secure insulation and base sheets to the roof deck. 3.5.5 Firestone Seam Plate: A 2 -inch (50 mm) diameter, galvalume plate used in combination with Firestone All- Purpose, Heavy -Duty and Concrete Drive fasteners. 3.5.6 Firestone V- Plate: A 2.25 -inch (57 mm) diameter, galvalume plate used in combination with Firestone AII- Purpose, Heavy -Duty and Concrete Drive fasteners to secure Firestone RubberGard MAX and Firestone QuickSeam Strips. 3.5.7 Firestone Batten Strip: A corrosion - resistant, 10 foot long by 1 inch wide (3 m by 25.4 mm), galvalume metal batten strip with holes spaced 6 inches (152 mm) o.c. 3.5.8 Firestone Polymer Batten Strip: A corrosion - resistant polymer batten strip, with holes spaced 3 inches (76 mm) o.c., available in 250 feet long by 3/4 inch wide (76.2 m by 19 mm) rolls. 3.5.9 QuickSeam R.M.A. Strip: A 10- inch -wide (254 mm) UltraPly TPO membrane with two 3- inch -wide (76 mm) strips of laminated tape coming in from both sides along the length of the strip design to anchor approved membranes to substrate. 3.6 Adhesives: 3.6.1 Firestone . Water -Based Bonding Adhesive (S) [WBBA (S)]: A contact adhesive designed for bonding Firestone roof covers to wood, metal, masonry and other acceptable substrates. The adhesive is applied to both the substrate and the underside of the membrane with a coverage of approximately 100 to 125 ft2 (9.3 to 11.62 m2) per gallon (3.78 L), total, for both the substrate and the membrane. The adhesive has a shelf life of one year when stored in unopened containers at temperatures between 60 °F (16 °C) and 80 °F (27 °C). ESR -3026 I Most Widely Accepted and Trusted Page 3 of 12 3.6.2 Firestone BA -2004 (T) or Single -Ply LVOC Bonding Adhesive: Solvent based, contact adhesives designed for bonding Firestone RubberGard EPDM membranes and flashings to wood, metal, masonry and other substrates as specified in the report holder's or additional listee's installation instructions. Either adhesive is applied to both the substrate and the underside of the membrane with a coverage of approximately 45 to 60 ft2 (4.18 to 5.58 m2) per, gallon (3.78 L), total, for both the substrate and the membrane. Each adhesive has a shelf life of one year when stored in unopened containers at temperatures between 60 °F (16 °C) and 80 °F (27 °C). 3.6.3 Firestone I.S.O. Twin -Pack Insulation Adhesive: A two- component, low -rise, polyurethane insulation adhesive designed for bonding roof insulations to deck substrate types as specified in the report holder's or additional listee's installation instructions. The components have a shelf life of one year when stored in unopened containers at temperatures between 60 °F (16 °C) and 80 °F (27 °C). 3.6.4 Firestone I.S.O. FIX: A single component, polyurethane adhesive designed for bonding of Firestone ISO 95+ GL, Fibertop, and DensDeck to substrates as specified in the report holder's or additional listee's installation instructions. The adhesive has a shelf life of 15 months when stored in unopened containers at temperatures between 50 °F (10 °C) and 75 °F (24 °C). 3.6.5 Firestone I.S.O. STICK: A two- component, low - rise polyurethane insulation adhesive designed for bonding insulations to specific deck substrate types as specified in the report holder's or additional listee's installation instructions. The components have a shelf life of 18 months when stored in unopened containers at temperatures between 60 °F (16 °C) and 80 °F (27 °C). 3.7 Surface Coating: Firestone AcryliTop PC -100 is an acrylic coating that may be spray - applied in one coat or roller - applied using two coats. When spray - applied in one coat, the AcryliTop PC -100 has a coverage rate of approximately 100 ft2 (9.3 m2) per gallon (3.78 L). For roller application, the Firestone AcryliTop PC -100 Base Coat is applied in one coat at a coverage rate of 200 ft2 (18.6 m2) per gallon (3.78 L). The second coat of AcryliTop PC -100 is applied at a 100 ft2 (9.3 m2) per gallon (3.78 L). The AcryliTop PC -100 has a shelf life of one year when stored in unopened containers at temperatures between 60 °F (16 °C) and 80 °F (27 °C). 3.8 Impact Resistance: The Firestone RubberGard EPDM roofing systems described in this report comply with the impact resistance requirements set forth in Section 5.5 of FM 4470. 4.0 INSTALLATION 4.1 General: Installation of the EPDM roofing membranes described in this report must comply with the applicable code, the report holder's or additional listee's published installation instructions and this report. The report holder's or additional listee's published installation instructions must be available on the jobsite at all times during installation. The substrate to which the membrane is to be applied must be clean, dry, and free of frost, loose fasteners, and other protrusions or contaminates that will interfere with the adhesion or attachment of the membrane or that .will puncture the membrane. All materials must be protected against contact with incompatible materials. Where gypsum board is used as barrier board in the roofing assembly, weather protection must be provided to prevent damage to the gypsum board prior to application of the roofing membrane. The slope of the roof on which the single -ply membrane systems are installed must be a minimum of 1/4:12 (2 percent slope) and must not be more than the maximum slope indicated for the particular assembly as listed in Tables 1 through 3. Penetrations and terminations of the roof covering must be flashed and made weathertight in accordance with the requirements of the membrane manufacturer and Section 1503.2 of the IBC. Where flashing is of metal, the metal must be corrosion- resistant, minimum No. 26 gage [0.019 (0.483 mm)] galvanized steel. 4.2 Fire Classification: 4.2.1 New Construction: Roof covering systems described in Tables 1 through 3, when installed in accordance with this report, are classified as Class A or B roof covering systems in accordance with ASTM E 108 or UL 790. 4.2.2 Reroofing: The existing deck must be inspected to verify that the structure to be reroofed is structurally sound and adequate to support and secure the roofing membrane. Prior to installation of new roof coverings, inspection by and written approval from the code official having jurisdiction must be required. Class A, B, or C roof covering systems may be installed over existing classified roof covering systems under the following conditions without additional roof classification tests, provided the resulting classification is the lower of the new and existing roofing classification: • New uninsulated systems installed only over existing uninsulated assemblies. • New insulated systems installed over existing uninsulated systems only. 4.3 Wind Uplift Resistance: 4.3.1 New Construction: The allowable wind uplift pressures for the Firestone membrane roof covering systems described in the report are noted in Tables 4 and 5. Metal edge securement for all roofing systems must be designed and tested in accordance with ANSI /SPRI ES -1, complying with IBC Section 1504.5. For mechanically attached membranes (Standard RubberGard, RubberGard LS -FR and RubberGard Max), the edge securement must be UNA -Edge GS Gravel Stop system with 0.040 - inch -thick (1.02 mm) aluminum gravel stop and 20 gage [0.040- inch -thick (1.02 mm)] galvanized steel cleat. The maximum allowable loads at the roof edge are 94 plf (140 kg /m), 112 plf (167 kg /m) and 478 plf (711 kg /m), for the Standard RubberGard, RubberGard LS -FR and RubberGard Max, respectively. The ballasted membrane roof covering system in Table 1 must comply with ANSI /SPRI RP-4. 4.3.2 Reroofing: Roof covering systems employing mechanical fasteners must be qualified to the satisfaction of the code official as to the adequacy of fasteners penetrating through existing roof coverings into structural substrates. Since the composition and /or condition of any particular underlying existing roofing material may vary widely, reroofing with adhered systems is outside the scope of this report. ESR -3026 1 Most Widely Accepted and Trusted Page 4 of 12 5.0 CONDITIONS OF USE The Firestone RubberGard EPDM single -ply roofing membranes described in this report comply with, or are suitable alternatives to what is specified in the IBC, subject to the following conditions: 5.1 Installation of the roofing systems must comply with the IBC, the report holder's or additional listee's published installation instructions and this report. The instructions within this report govern if there are any conflicts between the report holder's or additional listee's published installation instructions and this report. 5.2 The roof. covering systems must be installed only by applicators approved by Firestone Building Products Company, LLC or Genflex Roofing Systems, LLC. 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. 5.4 Foam plastic insulation, where used, must bear the label of an approved 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 with ASTM E 84 or UL 723, subject to the approval of the code official. 5.5 Above -deck thermal insulation board must comply with the applicable standards listed in Table 1508.2 of the IBC. 5.6 Design wind -uplift pressure on any roof area, including edge and corner zones, must not exceed the allowable wind pressure for the system installed in that particular area. Refer to the allowable wind uplift pressure for roof coverings as listed in Tables 4 and 5. 5.7 The allowable wind uplift pressures listed in Tables 4 and 5 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 IBC. 5.8 Calculations demonstrating that the required wind resistance is less than the allowable wind resistance must be submitted to the code official. 5.9 When application is over existing roofs, documentation of the wind uplift resistance of the composite roof construction must be submitted to the code official for approval at the time of permit application. 5.10 The membranes are manufactured in Prescott, Arkansas and Kingstree, South Carolina, under a quality control program 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 July 2010. 7.0 IDENTIFICATION Each roll of roofing membrane described in this report is identified with a label indicating the report holder's name (Firestone Building Products Company, LLC) or the name of the additional listee ( Genflex Roofing Systems, LLC), the product name, the name of the inspection agency (UL LLC) and the evaluation report number (ESR- 3026). TABLE 1 —FIRE CLASSIFICATION ASSEMBLIES – BALLASTED ROOFING SYSTEMS SYSTEM NO. ROOF CLASS SUBSTRATE MAX. ROOF SLOPE INSULATION2'3 MEMBRANE' SURFACING 1 A Combustible or noncombustible 2:12 (Optional) Any UL- classified foam plastic insulation Any RubberGard EPDM membrane River - bottom stones at min. 1000 Ibs /100 ft2or concrete pavers at min. 10 Ibs /ft2 .For SI: 1 inch = 25.4 mm 'Membranes must be UL- classified for roofing systems. 2AII foam plastic insulation must be UL- classified foam plastic for roofing systems, and must be limited to the maximum thickness noted in Section 5.4 of this report. 3Polyisocyanurate insulation must comply with ASTM C 1289. Polystyrene insulation must comply with ASTM C 578. ESR -3026 1 Most Widely Accepted and Trusted Page 5 of 12 TABLE 2 —FIRE CLASSIFICATION ASSEMBLIES - ADHERED ROOFING SYSTEMS SYSTEM NO. ROOF CLASS SUBSTRATE2 ROMAX. OF SLOPE INSULATION''' BARRIER OR COVER BD. MEMBRANE` SURFACING TYPE ADHESIVE4 1 A Combustible 11/2:12 -- Min. '/4- inch -thick DensDeck or DensDeck Prime, mechanically fastened to deck RubberGard EcoWhite BA -2004 (T), Single -Ply LVOC BA or WBBA (S) — 2 A Noncombustible '/4:12 Min. 1- inch - thick, any UL- classified polyisocyanurate insulation, mechanically fastened to steel deck or adhered to concrete deck — Standard RubberGard, RubberGard MAX or MAX PT BA -2004 (T) or Single -Ply LVOC BA -- 3 A Concrete 1/4:12 Min. 1- inch - thick, UL- classified polyisocyanurate insulation, adhered to deck Min. /4- inch -thick 1/4-inch-thick DensDeck or DensDeck Prime, adhered to insulation Standard RubberGard BA -2004 (T) or Single -Ply LVOC BA 4 A Concrete 2:12 Same as System 3 Same as System 3 RubberGard Platinum BA -2004 (T) or Single -Ply LVOC BA - -- 5 A Concrete 41/2:12 Same as System 3 Same as System 3 RubberGard Platinum BA -2004 (T) or Single -Ply LVOC BA PC -100 Coating 6 A Concrete 4:12 Same as System 3 Same as System 3 RubberGard MAX FR BA -2004 (T) or Single -Ply LVOC BA -- 7 A Noncombustible 11/2:12 Same as System 2 RubberGard Platinum BA -2004 (T) or Single -Ply LVOC BA PC -100 Coating 8 A Noncombustible '/2:12 Same as System 2 RubberGard LS FR, LS FR PT, Platinum or EcoWhite BA -2004 (T) or Single -Ply LVOC BA 9 A Concrete /2:12 Same as System 3 Same as System 3 Standard RubberGard, RubberGard MAX or MAX PT BA -2004 (T) or Single -Ply LVOC BA -- . 10 A Noncombustible 3 /4::12 Max. 4- inch -thick Firestone "ISO 95 +GL ", adhered or mechanically fastened to deck -- RubberGard EcEo oWhite hite or Platinum WBBA (S) ' -- 11 • A Noncombustible 11/2:12 — Min.' /4- inch -thick DensDeck or DensDeck Prime, mechanically fastened to deck RubberGard EcoWhite or EcoWhite Platinum BA -2004 (T), Single -Ply LVOC W BA or WBBA (S) -- 12 A Noncombustible '/2:12 (Optional) Any UL- classified polyisocyanurate insulation Min. '/2- inch -thick Firestone "ISOGARD HD" or "Resista ", adhered or mechanically fastened to deck RubberGard LS -FR, MAX or Platinum BA -2004 (T), Single -Ply LVOC BA or WBBA (S) (Optional) PC -100 Coating 13 A Noncombustible 1:12 (Optional) Any UL- classified polyisocyanurate insulation Same as System 12 Standard RubberGard, RubberGard FR or EcoWhite BA -2004 (T), Single -Ply LVOC BA or WBBA (S) (Optional) PC -100 Coating 14 A Noncombustible 2'/2;12 (Optional) Any UL- classified polyisocyanurate insulation Same as System 12 RubberGard MAX FR BA -2004 (T), Single Ply LVOC BA or WBBA (S) (Optional) PC -100 Coating • 'All foam plastic insulation must be UL- classified foam plastic for roofing systems, and must be limited to the maximum thickness noted in Section 5.4 of this report. 2Wood deck must be minimum 16 /3rinch -thick (11.9 mm) plywood. Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete must have a minimum compressive strength (0 of 2500 psi. 3Polyisocyanurate insulation must comply with ASTM C 1289. 'Barrier or cover boards, adhesives, membranes and surface coatings must be UL- classified for roofing systems. ESR -3026 1 Most Widely Accepted and Trusted Page 6 of 12 TABLE 2 —FIRE CLASSIFICATION ASSEMBLIES – ADHERED ROOFING SYSTEMS (Continued) SYSTEM NO. ROOF CLASS SUBSTRATE2 ROMAX. OF SLOPE INSULATION'' BARRIER OR COVER BD." MEMBRANE SURFACING TYPE ADHESIVE4 15 A Noncombustible 2:12 (Optional) Any UL- classified polyisocyanurate insulation Same as System 12 RubberGard Platinum BA -2004 (T), Single -Ply LVOC BA or WBBA (S) PC -100 Coating 16 A Combustible /2:12 (Optional) Max. 4- inch -thick Firestone "ISO 95 +GL" Min. 1-inch-thick Firestone "ISOGARD HD" or "Resists ", adhered or mechanically fastened to deck RubberGard LS -FR, MAX, MAX FR, Platinum or EcoWhite BA -2004 (T), Single-Ply LVOC BA or WBBA (S) (Optional) PC -100 Coating 17 A Combustible /2:12 (Optional) Max. 4- inch -thick Firestone "ISO 95 +GL" Same as System 16 Standard RubberGard BA -2004 (1), Single -Ply LVOC BA or WBBA (S) PC -100 Coating 18 A Combustible /2:12 2- inch - thick, any UL- classified polyisocyanurate insulation, mechanically fastened to deck -- RubberGard EcoWhite BA -2004 (T), Single -Ply LVOC BA or WBBA (S) -- 19 B Combustible /2:12 (Optional) Max. 4- inch -thick Firestone "ISO 95 +GL" Min.' /2- inch -thick Firestone "ISOGARD HD" or "Resista ", adhered or mechanically fastened to deck RubberGard LS -FR, MAX, MAX FR, Platinum or EcoWhite BA -2004 (T) Single-Ply LVOC BA or WBBA (S) (Optional) PC -100 Coating 20 B Combustible /2:12 (Optional) Max 4-inch-thick Firestone "ISO 95 +GL" Same as System 19 Standard RubberGard BA -2004 (T), Single -Ply LVOC BA or WBBA (S) PC -100 Coating 21 A Combustible 3:12 -- Min. 1/4- inch -thick DensDeck or DensDeck Prime, mechanically fastened to deck RubberGard Platinum BA -2004 (T) or Single -Ply LVOC BA (Optional) PC 100 Coating 22 A Noncombustible 1:12 -- Min. 7/,6- inch -thick OSB, mechanically fastened to deck RubberGard EcolNhite or EcoWhite Platinum BA -2004 (T) or Single -Ply LVOC BA -- 23 A Noncombustible Unlimited (Optional) Any UL- classified polyisocyanurate insulation Min.' /4- inch -thick DensDeck or DensDeck Prime, 1/4-inch-thick plywood or 7/,6- inch -thick OSB, mechanically fastened to deck RubberGard MAX FR (T) Sing a0Ply LVOC BA – 24 A Noncombustible 3:12 (Optional) Any UL- classified polyisocyanurate insulation Same as System 23 RubberGard MAX FR WBBA (S) -- 25 A Noncombustible 3:12 (Optional) Any UL- classified polyisocyanurate insulation, adhered or mechanically fastened to deck - -- RubberGard MAX FR BA -2004 (T) or Single -Ply LVOC BA -- , 26 A Noncombustible 2'/2:12 Same as System 25 -- RubberGard MAX FR WBBA (S) -- • 'All foam plastic insulation must be UL- classified foam plastic for roofing systems, and must be limited to the maximum thickness noted in Section 5.4 of this report. 2Wood deck must be minimum '5/32-inch-thick (11.9 mm) plywood. Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete must have a minimum compressive strength (0 of 2500 psi. 3Polyisocyanurate insulation must comply with ASTM C 1289. 'Barrier or cover boards, membranes and surface coatings must be UL- classified for roofing systems. ESR -3026 1 Most Widely Accepted and Trusted Page 7 of 12 TABLE 3 —FIRE CLASSIFICATION ASSEMBLIES - MECHANICALLY FASTENED ROOFING SYSTEMS SYSTEM NO; ROOF CLASS SUBSTRATE2 MAX. ROOF SLOPE INSULATION'" BARRIER OR COVER BD. MEMBRANE' SURFACING 1 A Noncombustible . '/2:12 (Optional) Any UL- classified polyisocyanurate insulation Min.' /2- inch -thick Firestone "ISOGARD HD" or "Resista" RubberGard MAX (Optional) PC -100 Coating 2 A Noncombustible /2:12 (Optional) Max. 4- inch -thick Firestone "ISO 95 +GL" -- RubberGard LS- FR, RubberGard LS -FR PT or Platinum 3 A Noncombustible 21/2 :12 (Optional) Max. 4- inch -thick Firestone "ISO 95 +GL" -- RubberGard MAX FR 4 A Noncombustible 4:12 (Optional) UL classified Any UL- classified polyisocyanurate insulation Min. 1/4-inch-thick DensDeck or DensDeck Prime, /4- inch -thick plywood or 7/16-inch-thick OSB • Rubber Gard a R MAX FR — 5 B Combustible /2:12 (Optional) Max.4- inch -thick Firestone "ISO 95 +GL" Min.' /2- inch -thick Firestone "ISOGARD HD" or "Resista" RubberGard LS- FR, MAX, MAX FR, Platinum (Optional) PC -100 Coating 6 B. Combustible '/2:12 (Optional) Max. 4- inch -thick Firestone "ISO 95 +GL" Min.' /2- inch -thick Firestone " ISOGARD HD" or " Resista" Standard RubberGard PC-100 Coating 7 A Combustible 2:12 11/2- inch -thick Firestone "ISO 95 +GL" Min.' /4- inch -thick DensDeck or DensDeck Prime RubberGard MAX FR 8 A Combustible /2:12 1.3- inch -thick Firestone "ISO 95 +GL" - RubberGard MAX — ESR -3026 1 Most Widely Accepted and Trusted Page 8 of 12 TABLE 4 —WIND RESISTANCE - ADHERED ROOFING SYSTEMS SYSTEM DECK' INSULATION COVER BOARD MEMBRANE ALLOWABLE WIND PRESSURE (Psf) TYPE''' ATTACHMENT' TYPE' ATTACHMENT' TYPE ATTACHMENT' W -1 19 /32 -inch- thick plywood . -- -- /2- inch -thick DensDeck Prime or SECUROCK All- Purpose Fastener with Fastening Plate at 1 fastener per 1.6 ft2 RubberGard EcoWhite or EcoWhite Platinum BA -2004 (T) Bondin Adhesive at 60 ft per gallon to substrate and underside of membrane 45 W -2 19/32-inch- thick plywood 2- inch -thick Firestone "ISO 95 +GL" Heavy -Duty Fastener with Insulation Fastening Plate at 1 fastener per 1.78 ft2 -- -- RubberGard EcoWhite or EcoWhite Platinum BA -2004 (T) Bonding Adhesive at 60 ft per gallon to substrate and underside of membrane 45 S -1 Steel Min. 1.5- inch -thick to max. 4 -inch- thick Firestone "ISO 95 +GL" Heavy -Duty or All- Purpose Fastener with.Insulation Fastening Plate at 1 fastener per 2 ft2 , /z- inch -thick "ISOGARD HD" or I.S.O. Twin -Pack Insulation Adhesive in continuous /z- to /,- inch -wide eads at 12bnches o.c. Any RubberGard membrane BA -2004 (T) Bondin Adhesive at 60 ft` gallon to substrate and to underside of membrane 45 S -2 Steel Min. 1.5- inch -thick to max. 4 -inch- thick Firestone "ISO 95 +GL" Mechanically fastened per FM preliminary fastening requirements ' /z- inch -thick "ISOGARD HD" or "Resista" Heavy -Duty or All- Purpose Fastener with Insulation Fastening Plate at 1 fastener per 2.7 ft2 Any RubberGard membrane BA -2004 (T) Bonding Adhesive at 60 ft per gallon to substrate and underside of membrane 45 S -3 Steel Min. 1.5- inch -thick to max. 4 -inch- thick Firestone "ISO 95 +GL" All- Purpose Fastener with Insulation Fastening Plate at 1 fastener per 2 ft2 -- -- Standard RubberGard, RubberGard LS -FR, LS- FR PT, FR, MAX, MAX FR, MAX PT or Platinum BA -2004 (T) Bonding Adhesive at 60 ft per gallon to substrate and underside of membrane 45 S -4 Steel Min. 1.5- inch -thick to max. 4 -inch- thick Firestone "ISO 95 +GL" Heavy -Duty or All- Purpose Fastener with Insulation Fastening Plate at 1 fastener per 2.7 ft2 Min. 1.5 -inch- thick to max. 4- inch -thick Firestone "ISO 95 +GL" I.S.O. Twin -Pack Insulation Adhesive in continuous /z- to /4- inch -wide ribbons at 12 inches o.c. Any RubberGard membrane BA -2004 (T) Bonding dhesive at 60 ft` gallon to substrate and underside of membrane 30 S -5 Steel Min. 2- inch -thick to max. 4- inch -thick Firestone "ISO 95 +GL" Heavy -Duty or All- Purpose Fastener with Insulation Fastening Plate at 1 fastener per 4 ft2 Min. 1.5 -inch- thick to max. 4- inch -thick Firestone "ISO 95+GI2 I.S.O. Twin -Pack Insulation Adhesive in 1/2- to 3/4-inch-wide /4- inch -wide ribbons -at 12 inches o.c. Any membrane BA -2004 (T) Bondin Adhesive at 60 ft` gallon to substrate and underside of membrane 38 ESR -3026 I Most Widely Accepted and Trusted Page 9 of 12 TABLE 4 —WIND RESISTANCE – ADHERED ROOFING SYSTEMS (Continued) OYSTEM NO. DECK BARRIER BOARD INSULATION COVER BOARD MEMBRANE ALLOWABLE WIND UPLIFT PRESSURE (Psf) TYPE ATTACHMENT TYPE" ATTACHMENT' TYPE' ATTACHMENT' TYPE ATTACHMENT' S -6 Steel Min. 1.5 -inch- thick to max. 4 -inch -thick Firestone "ISO 95 +GL° Fastener with Insulation Fastening Plate at 1 fastener per 2 ft2 Min. '/4 -inch- thick DensDeck or DensDeck Prime I.S.O.. Twin -Pack Insulation Adhesive in continuous ' /2- to 3/4- inch -wide beads at 12 inches o.c. Standard RubberGard, RubberGard LS- FR, LS -FR PT, FR, MAX, MAX FR, MAX PT, Platinum, EcoWhite or EcoWhite Platinum BA -2004 (T) Bonding Adhesive at 60 ft2 Per gallon to substrate and underside of membrane 45 S -7 Steel – -- Min. 1.5 -inch- thick to max. 4- inch -thick Firestone "ISO 95 +GL" AII- Purpose Fastener with Insulation Fastening Plate at 1 fastener per 1.6 ftz Min. 1.5 -inch- thick to max. 4- inch -thick Firestone °ISO 95 +GL° I.S.O. Twin -Pack Insulation Adhesive in continuous /2- to 3 3/4-inch-wide beads at 12 inches o.c. Standard RubberGard, RubberGard LS- FR, LS -FR PT, FR, MAX, MAX FR, MAX PT, Platinum, EcoWhite or EcoWhite Platinum BA-2004 (T) Bonding Adhesive at 60 per gallon to substrate and underside of membrane 75 • S 8 Steel Min. 2 -inch- thick to max. 4- inch -thick Firestone "ISO 95 +GL" All- Purpose Fastener with Insulation Fastening Plate at 1 fastener per 1.6 ft2 -- -- Standard RubberGard, RubberGard LS- FR, LS -FR PT, FR, MAX, MAX FR, MAX PT, Platinum, EcoWhite or EcoWhite Platinum BA-2004 (T) Bonding Adhesive at 60 2 ft per gallon to substrate and underside of membrane 82 S -9 Steel Min. /4- inch -thick DensDeck or DensDeck Prime • Heavy -Duty or All- Purpose Fastener with Insulation Fastening Plate at 1 fastener per 2 ft Min. 1.5 -inch- thick to max. 4- inch -thick Firestone "ISO 95 +GL" in 1 or 2 layers I.S.O. Twin- Pack Insulation Adhesive in continuous s /2 to /4- inch -wide ribbons at 12 inches o.c. or I.S.O. FIX or I.S.O. STICK Adhesive 3 continuous /4- to 1- inch -wide ribbons at 12 inches o.c. Min.' /4 -inch- thick DensDeck Prime I.S.O. Twin -Pack Insulation Adhesive in continuous 1/2- to a /4- inch -wide ribbons at 12 inches o.c. or I.S.O. FIX or I.S.O. STICK Adhesive in continuous 3/4- to 1- inch -wide ribbons at 12 inches o.c. Any RubberGard membrane BA -2004 (T) Bonding Adhesive at 60 2 ft per gallon to substrate and underside of membrane 45 • ESR -3026 1 Most Widely Accepted and Trusted Page 10of12 TABLE 4 —WIND RESISTANCE - ADHERED ROOFING SYSTEMS (Continued) SYSTEM DECK' INSULATION COVER BOARD MEMBRANE ALLOWABLE WIND PRESSURE (psf) TYPE1'2 ATTACHMENT' TYPE' ATTACHMENT' TYPE ATTACHMENT' S -10 Steel 1.5- inch -thick Firestone "ISO 95 +GL" Loose -laid Min. 1/4 -inch- thick DensDeck Prime All- Purpose Fastener with Insulation Fastening Plate at 1 fastener per 2.1 ft2 RubberGard EcoWhite or EcoWhite Platinum WBBA (S) at 120 ft per gallon to substrate and underside of membrane 30 S -11 Steel 1.5- inch -thick I Firestone SO 95 +GL" Loose -laid Min. 114-inch- thick DensDeck Prime All- Purpose Fastener with Insulation Fastening Plate at 1 fastener per 1.8 ft2 RubberGard EcoWhite or EcoWhite Platinum BA -2004 (T) Bonding Adhesive at 60 ft' per gallon to substrate and underside of membrane 45 S -12 Steel 1.5- inch -thick Firestone "ISO 95 +GL" All- Purpose Fastener with Insulation Fastening Plate at 1 fastener per 2.67 ft2 -- -- Any RubberGard membrane BA -2004 (T) Bonding Adhesive at 45 per gallon to substrate and underside of membrane 30 S -13 Steel Min. 2 -inch -thick to max. 4- inch -thick Firestone 95 +GL" Heavy -Duty or All- Purpose Fastener with Insulation with Fastening Plate at 1 fastener per 4 ft2 -- — Any RubberGard BA -2004 (T) Bondin Adhesive at 60 ft' 'per gallon or WBBA (S) at 120 ft2 per gallon to to substrate and underside of membrane 45 S -14 Steel Min. 2- inch -thick to max. 4- inch -thick Firestone "ISO 95 +GL" Heavy -Duty or All- Purpose Fastener with Insulation Fastening Plate at 1 fastener per ft2 — -- Any RubberGard membrane BA -2004 (T) Bonding Adhesive at 60 ft` per gallon to substrate and underside of membrane 112 C -1 Concrete Min.1.5- inch -thick to max. 4 -inch- thick Firestone "ISO 95 +GL" Full mopping of hot asphalt Min. '/4 -inch- thick DensDeck Full mopping of hot asphalt Any RubberGard membrane BA -2004 (T) Bonding Adhesive at 60 ft` per gallon to substrate and underside of membrane 165 C-2 Concrete Min. 1.5-inch-thick to max. 4 -inch- thick Firestone "ISO 95 +GL" Full mopping of hot asphalt -- -- An y RubberGard membrane BA -2004 (T) Bonding Adhesive at 60 ft' per gallon to substrate and underside of membrane 195 C -3 Concrete Min. 1.5- inch -thick to max. 4-inch- thick Firestone "ISO 95 +GL" I.S.O. FIX Adhesive in continuous /4- to 3/4- 1-inch-wide ribbons at 12 inches o.c. 1/ "ISOGARD HD" or "Resista" I.S.O. FIX Adhesive in s continuous /4- to 1-inch-wide ribbons at 12 inches o.c. Any RubberGard membrane BA -2004 (T) Bonding Adhesive at 60 ft' per gallon or WBBA (S) at 120 ft2 per gallon to substrate and underside of membrane 278 C-4 Concrete Min. 1.5- inch -thick to max. 4 -inch- thick Firestone "ISO 95 +GL" I.S.O. Twin -Pack Adhesive in continuous /2= to /4- inch -wide ribbons at 12 inches o.c. 1/, - inch -thick " ISOGARD HD" or "Resista" I.S.O. FIX Adhesive in , continuous /2- to /4- inch -wide ribbons at 12 inches o.c. Any RubberGard membrane BA -2004 (T) Bonding Adhesive at 60 ft` per gallon or 1IVBBA (S) at 120 ft2 per gallon to substrate and underside of membrane 248 C 5 Concrete Min. 1.5- inch -thick to max. 4 -inch- thick Firestone "ISO 95 +GL" I.S.O. Twin -Pack Adhesive in continuous 1/2- to 3/4- inch - wide ribbons at 12 inches o.c. -' - Any RubberGard membrane BA -2004 (T) Bonding dhesive at 60 ft` gallon to substrate and underside of membrane 390 ESR -3026 1 Most Widely Accepted and Trusted Page11 of12 TABLE 4 —WIND RESISTANCE - ADHERED ROOFING SYSTEMS (Continued) SYSTEM DECK INSULATION COVER BOARD MEMBRANE ALLOWABLE WIND PRESSURE (psf) TYPE1'2 ATTACHMENT' TYPE' ATTACHMENT' TYPE ATTACHMENT' C -6 Concrete Min. 1.5- inch -thick to max. 4 -inch- thick Firestone "ISO 95 +GL" I.S.O. STICK Adhesive in continuous 3/4- to 1- inch -wide ribbons at 12 inches o.c. Min. '/4-inch- thick DensDeck or DensDeck Prime I.S.O. STICK Adhesive in continuous 3/4- to 1- inch -wide ribbons at 12 inches o.c. Any RubberGard membrane BA -2004 (T) Bonding Adhesive at 60 ft` per gallon to substrate and underside of membrane 232 C -7 Concrete Min. 1.5- inch -thick to max. 4 -inch- . thick Firestone "ISO 95 +GL" I.S.O. STICK Adhesive in continuous 3/4- to 1- inch - wide ribbons at 12 inches o.c. Any RubberGard membrane BA -2004 (T) Bonding Adhesive at 60 ft` per gallon to substrate and underside of membrane 270 C -8 Concrete Min. 1.5- inch -thick to max. 4 -inch- thick Firestone "ISO 95 +GL" I.S.O. STICK Adhesive in 3 continuous /4- to 1- inch -wide ribbons at 12 inches o.c. 1 /2- inch -thick "ISOGARD HD" or "Resista" I.S.O. STICK Adhesive in 3 continuous /4- to 1- inch -wide ribbons at 12 inches o.c. Any RubberGard membrane BA -2004 (T) Bonding Adhesive 7 at 60 ft per gallon to substrate and underside of membrane 322 LC Elastizell lightweight concrete, min. 160 psi Min. 1.5- inch -thick to max. 4- inch - thick Firestone "ISO sS +GL", Hunter Panels °H- Shield° or Atlas Roofing Corp. "ACFoam -II" Olympic Fasteners "OlyBond 500" in continuous 3/4- to 1- inch -wide ribbons at 12 inches o.c. Min.' /4 -inch- thick DensDeck or DensDeck Prime Olympic Fasteners "OlyBond 500" in continuous /4 1 -inch -wide ribbons at 12 inches o.c. Any RubberGard membrane BA -2004 (T) Bonding Adhesive at 60 ft` per gallon to substrate and underside of membrane CWF "rectum I" cementitio us wood fiber Min. 1.5- inch -thick to max. 4 -inch- thick Firestone "ISO 95 +GL ", Hunter Panels "H- Shield" or Atlas Roofing Corp. "ACFoam -II" Olympic Fasteners "OlyBond 500" in continuous 3/4- to 1- inch -wide ribbons at 12 inches o.c. 1 Min. /4 -inch- thick DensDeck or DensDeck Prime Olympic Fasteners "OlyBond 500" in continuous 3/4- to 1-inch-wide ribbons at 12 inches o.c. Any RubberGard membrane BA -2004 (T) Bonding Adhesive at 60 ft` per gallon to substrate and underside of membrane 45 For SI: 1 inch = 25.4 mm; 1 ft = 0.305 m; 1 psf = 47.88 Pa; 1 gal = 3.785 L. 'Insulation, adhesives and fasteners must be FM- approved. 2A11 foam plastic insulation must be limited to the maximum thickness in accordance with Section 5.4 of this report or the maximum thickness in accordance with this table, whichever is less. 3Wood deck must be minimum 15/32 -inch -thick (11.9 mm) plywood. Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete must have a minimum compressive strength (fc) of 2500 psi, unless otherwise noted. See Section 5.7 of this report. • ESR -3026 1 Most Widely Accepted and Trusted Page 12of12 TABLE 5—WIND RESISTANCE - MECHANICALLY FASTENED ROOFING SYSTEMS SYSTEM NO DECK' INSULATION MEMBRANE ALLOWABLE WIND UPLIFT PRESSURE (psf) TYPE1'2 ATTACHMENT' TYPE ATTACHMENT' MW -1 Wood Min. 1.5-inch-thick, any UL- classified polyisocyanurate insulation Mechanically fastened per FM preliminary fastening requirements RubberGard MAX, MAX FR or MAX PT QuickSeam R.M.A. Strip At 9 ft-6 inches o.c., with Polymer Batten Bar and All- Purpose Fasteners at 6 inches along the batten bar 45 MSC -1 Steel or concrete Min. 1.5- inch - thick, any UL- classified polyisocyanurate insulation Mechanically fastened per FM preliminary fastening requirements RubberGard MAX, MAX FR or MAX PT Heavy -Duty Fastener or All - Purpose Fastener (on steel deck only) with V -Plate at 6 inches o.c. within the roof cover 7 -inch laps, in rows 7fto.c. 52 MS -1 Steel Min. 1.5 -inch- thick, any UL classified polyisocyanurate insulation Mechanically fastened per FM preliminary fastening requirements Standard RubberGard, RubberGard LS -FR, LS- FR PT, FR or Platinum QuickSeam R.M.A. Strip At 7 ft o.c., with Coiled Metal Batten Bar and AII- Purpose Fasteners at 6 inches along the batten bar 30 MS -2 Steel Min. 1.5- inch - thick, any UL- classified polyisocyanurate insulation Mechanically fastened per FM preliminary fastening • requirements RubberGard MAX, MAX FR or MAX PT Coiled Metal Batten Bar and Heavy -Duty Fastener at 6 inches o.c. within the roof cover 7 -inch laps, in rows 7 ft o.c. 38 MS -3 Steel Min. 1.5- inch - thick, any UL- classified polyisocyanurate insulation Mechanically fastened per FM preliminary fastening requirements 1 Standard RubberGard, RubberGard LS -FR, LS- FR PT, FR or Platinum QuickSeam R.M.A. Strip At 6 ft o.c., with Coiled Metal Batten Bar and Heavy Duty Fasteners at 12 inches along the batten bar 38 MS-4 Steel Min. 1.5- inch - thick, any UL- classified polyisocyanurate insulation Mechanically fastened per FM preliminary fastening requirements RubberGard MAX, MAX FR or MAX PT Coiled Metal or Polymer Batten Bar and Heavy -Duty or All- Purpose Fastener at 6 inches o.c. within the roof cover 6 -inch wide side laps, and in rows 7 ft o.c. 52 For SI: 1 inch = 25.4 mm; 1 ft = 0.305 m; 1 psf = 47.88 Pa; 1 gal = 3.785 L. 'Insulation, adhesives and fasteners must be FM- approved. 2A11 foam plastic insulation must be limited to the maximum thickness in accordance with Section 5.4 of this report or the maximum thickness in accordance with this table, whichever is less. 'Wood deck must be minimum 15/32 -inch -thick (11.9 mm) plywood: Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete must have a minimum compressive strength (ff) of 2500 psi, unless otherwise noted. See Section 5.7 of this report. • • • E SER VI EVCE ICC EVALUATION Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -1456 Reissued August 1, 2011 This report is subject to renewal in two years. www.icc - es.orq 1 (800) 423 -6587 1 (562) 699 -0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00— THERMAL AND MOISTURE PROTECTION Section: 07 54 00— Thermoplastic Membrane Roofing REPORT HOLDER: SEAMAN CORPORATION 1000 VENTURE BOULEVARD WOOSTER, OHIO 44691 (800) 927 -8578 www.fibertite.com EVALUATION SUBJECT: FIBERTITE® ROOFING MEMBRANES: FIBERTITE ®, FIBERTITE ® -XT, AND FIBERTITE® -FB 1.0 EVALUATION SCOPE Compliance with the following codes: • 2006 International Building Code® (IBC) • Other Codes (see Section 8) Properties evaluated: • Weather resistance • Roof covering fire classification • Wind uplift resistance • Impact resistance 2.0 USES FiberTite® roofing membranes are single -ply membranes used as roof covering in ballasted, adhered and mechanically fastened Class A or B membrane roof covering systems, on new or existing roofs. 3.0 DESCRIPTION 3.1 General: The FiberTite® roof covering systems consist of FiberTite® single -ply membranes, insulation where used, barrier board or slip sheet where used, flashing, adhesives, and mechanical fasteners that are installed on combustible or noncombustible roof decks. 3.2 FiberTite® Roofing Membranes: 3.2.1 .FiberTite ®: FiberTite® membrane is a single -ply membrane consisting of an ethylene interpolymer / kethone ethylene ester (EIP / KEE) reinforced with a knitted polyester fabric. The membrane is nominally 36 mils [0.036 inch (0.91 mm)] thick and is available in conventional rolls 56 inches (1.4 m) wide and 100 feet (30.5 m) long. It is also available in 20- foot -by- 64.5 -foot (6 096 mm by 19 660 mm) prefabricated panel rolls with integral 3.5- inch -wide (89 mm) securing tabs located every 51 inches (1.3 m) on center running perpendicular to the length of the membrane. 3.2.2 FiberTite ® -XT: FiberTite ® -XT membrane is the same formulation as the FiberTite membrane, but is nominally 45. mils [0.045 inch (1.14 mm)] thick. It is available in the same widths and lengths as the FiberTite membrane. 3.2.3 FiberTite® -FB (Fleece Back): FiberTite ® -FB (Fleece Back) membrane is the same formulation as the FiberTite® membranes, but has a 6 -ounce -per- square -yard (200 g /m2), polyester, nonwoven fabric fleece heat - bonded to the back side. The membrane is nominally 40 mils [0.040 inch (1.02 mm)] thick prior to the addition of the polyester fleece material, and is nominally 45 mils [0.045 inch (1.14 mm)] thick with the polyester fleece material. The membrane is available in rolls 54 inches (1.4 m) wide and 80 feet (24.4 m) long. 3.3 Insulation: Foam plastic insulation, where used, must have a flame - spread index of not more than 75 when tested in accordance with ASTM E 84 at the maximum thickness intended for use. See Tables 1 through 7 for insulations for use with specific roof covering systems. 3.4 Barrier Board: Barrier board, where used, must be one of the following: • 1/4- inch -thick (6.4 mm) "DensDeck," manufactured by Geogia - Pacific Corporation • 5/8- inch -thick (15.9 mm) gypsum wallboard 3.5 Slip sheet: Slip sheet, where used, may be either of the following: • One -ply, "FR -50," manufactured by Atlas Roofing • Two plies, "FR -10," manufactured by Atlas Roofing 3.6 Fasteners: Fasteners, used to mechanically fasten insulation and membranes to the roof deck, must be corrosion - resistant and may be any of the FiberTite® insulation and membrane fasteners and plates summarized in this section or shown in Tables 6 and 7 of this report. Spacing of fasteners must be in accordance with Table 6. 3.6.1 FiberTite® Insulation Fastener: A No. 14 carbon steel screw used in combination with the FiberTite® ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright ® 2011 ANSI trasia =- Page 1 of 8 ESR -1456 1 Most Widely Accepted and Trusted Page 2 of 8 Insulation Stress Plate to attach insulation to steel, wood, or structural concrete deck. Fastener length must be sufficient to penetrate through the steel or into the wood deck a minimum of 3/4 inch (19.1 mm) and into the concrete deck a minimum of 1 inch (25.4 mm). 3.6.2 FiberTite® Insulation Stress Plate: A 3 -inch- diameter (76.2 mm), 0.032- inch -thick (0.82 mm) steel plate used in combination with the FiberTite Insulation Fastener to attach insulation to roof deck. 3.6.3 FiberTite® Magnum Fastener: A No. 15 carbon steel screw used in combination with the FiberTite® Magnum Stress Plate to attach the membrane to steel, wood, or structural concrete deck. Fastener length must be sufficient to penetrate through the steel or into the wood deck a minimum of 3/4 inch (19.1 mm) and into the concrete deck a minimum of 1 inch (25.4 mm). 3.6.4 FiberTite® Magnum Stress Plate: A 2.5- inch -by- 1.5 -inch (64 mm by 38 mm), No. 18. gage (0.048 inch), galvalume steel plate used in combination with the FiberTite® Magnum Fastener to attach the membrane to the roof deck. 3.7 Adhesives: 3.7.1 FTR 190: FTR 190 is a solvent -based contact adhesive for bonding FiberTite ®. and FiberTite ® -XT membranes to a variety of compatible substrates. FTR 190 is applied to both the substrate and the underside of the membrane with a coverage of 50 square feet (4.65 m2) per gallon (3.78 L). The adhesive has a shelf life of one year. 3.7.2 FTR 290: FTR 290 is a one -side application (substrate only) solvent -based adhesive for bonding FiberTite ® -FB to a variety of compatible substrates. It has a coverage of 90 square feet (8.37 m2) per gallon (3.78 L). The adhesive has a shelf life of six months. 3.7.3 FTR 390: FTR 390 is a water vehicle, rubberized asphalt adhesive designed for bonding FiberTite ® -FB to a variety of compatible substrates. It is applied to the substrate with a coverage of 60 square feet (5.58 m2) per gallon (3.78 L). The adhesive has a shelf life of six months. 3.7.4 Insta -Stik: Insta -Stik by Dow Chemical Company is a single- component polyurethane adhesive used to secure insulation boards to concrete, wood or metal decks. It has a coverage of 540 square feet (50.22 m2) per unit. The adhesive is supplied in a 30 -pound (13.62 kg) unit, consisting of a cylinder with a flexible dispensing hose and wand assembly. 3.8 Impact Resistance: The FiberTite® Roofing Membranes described in this report meet requirements for impact resistance in accordance with Section 5.5 of FM 4470. 4.0 INSTALLATION 4.1 General: Installation and application of the FiberTite® roofing membranes must comply with the IBC, the manufacturer's published installation instructions, and this report. The manufacturer's published installation instructions must be available at the jobsite at all times during installation. The slope of the roof on which the FiberTite® membranes are installed must be a minimum of 1/4:12 (2- percent slope) and must not be more than the maximum slope indicated for the particular assembly as listed in Tables 1 through 5. Penetrations and terminations of the roof covering must be flashed and made weather -tight in accordance with the requirements of the membrane manufacturer and the IBC. 4.2 Fire Classification: 4.2.1 New Construction: Roof assemblies which include the FiberTite® roofing membranes described in, and installed in accordance with, this report are classified as Class A or B roof assemblies in accordance with ASTM E 108 or UL 790, as noted in Tables 1 through 3. 4.2.2 Reroofing: Prior to installation of new roof coverings, inspection in accordance with Section 1510 of the IBC, and approval from the code official, are required. See Tables 4 and 5 for fire classification of reroofing systems. Class A, B or C roof coverings may be installed over existing classified roof assemblies under the following conditions without additional roof classification tests, provided the resulting classification is the lower of the new and existing roofing classification: • New uninsulated roof coverings installed only over existing uninsulated assemblies. • New insulated roof coverings installed over existing uninsulated assemblies only. 4.3 Wind Resistance: 4.3.1 New Construction: The maximum allowable wind uplift pressures for the FiberTite® Roofing Membranes as part of roof covering systems are noted in Tables 6 and 7. The ballasted system in Table 1 must be designed in accordance with IBC Section 1504.8 and ANSI /SPRI RP-4. Metal edge securement for low -slope membrane roof covering systems must be designed in accordance with ANSI /SPRI ES -1, complying with IBC Section 1504.5. 4.3.2 Reroofing: Roof coverings employing mechanical fasteners must be qualified, to the satisfaction of the code official, on the adequacy of fasteners penetrating through existing roof coverings into structural substrates. The uplift resistance of adhered systems in reroofing applications is outside the scope of this report. 5.0 CONDITIONS OF USE The FiberTite ®, FiberTite® -XT, and FiberTite ® -FB roofing membranes described in this report comply with, or are suitable alternatives to what is specified in, the code indicated in Section 1.0 of this report, subject to the following conditions: 5.1 Installation and application of FiberTite® roofing membranes must comply with the IBC, the manufacturer's published installation instructions, and this report. The instructions within this report govern if there are any conflicts between the manufacturer's instructions and this report. 5.2 FiberTite® roofing systems must be installed by approved installers licensed by Seaman Corporation. 5.3 Foam plastic insulation, where used, must be separated from the interior of the building by an approved thermal barrier in accordance with IBC Section 2603.4.1.5, unless otherwise noted in an ICC- ES evaluation report on the foam plastic insulation for direct -to- steel -deck applications. 5.4 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 in accordance with ASTM E 84 at the maximum thickness intended for use. Except for applications where a thermal barrier is not required, total thickness of foam plastic insulation must be limited to the least of the maximum ESR -1456 I Most Widely Accepted and Trusted Page 3 of 8 thicknesses allowed in Tables 1 through 7, or the maximum thickness that limits the flame- spread index to not more than 75 when testing is performed in accordance with ASTM E 84. 5.5 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 roof area. Refer to the allowable wind uplift pressure for systems in Tables 6 and 7. 5.6 The allowable wind uplift pressures listed in Tables 6 and 7 are for the roof covering only. The deck and framing to which the covering is attached must be designed for the applicable components and cladding wind Toads in accordance with the IBC. 5.7 When application is over existing roofs, documentation of the wind uplift resistance of the composite roof construction must be submitted to the authority having jurisdiction. 5.8 The membranes are manufactured in Wooster, Ohio, and Bristol, Tennessee, under a quality control program with inspections by FM Approvals (AA -653). 6.0 EVIDENCE SUBMITTED Data in accordance with ICC -ES Acceptance Criteria for Membrane Roof - covering Systems (AC75), dated April 2007. 7.0 IDENTIFICATION Each roofing membrane bears a label noting the product name; the manufacturer's name (Seaman Corporation) and address; the manufacturing location; the production date code; the ICC -ES evaluation report number (ESR- 1456); and the name of the inspection agency (FM Approvals). 8.0 OTHER CODES 8.1 Evaluation Scope: In addition to the code referenced in Section 1.0, the products in this report were evaluated for compliance with the requirements of the 1999 Standard Building Code® (SBC). 8.2 Uses: See Section 2.0. 8.3 Description: See Section 3.0. 8.4 Installation: 8.4.1 General: Installation and application of FiberTite® Roofing Membranes must comply with the SBC, the manufacturer's published installation instructions, and this report. The . manufacturer's published installation instructions must be available at the jobsite at all times during installation. The slope of the roof on which the FiberTite® membranes are installed must be a minimum of 1/4:12 (2 percent slope) and must not be more than the maximum slope indicated for the particular assembly as listed in Tables 1 through 5. Penetrations and terminations of the roof covering must be flashed and made weather -tight in accordance with the requirements of the membrane manufacturer and the SBC. 8.4.2 Fire Classification: 8.4.2.1 New Construction: See Section 4.2.1. 8.4.2.2 Reroofing: Prior to installation of new roof coverings, inspection in accordance with Section 1510 of the SBC, and approval from the code official, are required. See Section 4.2.2 for the balance of reroofing requirements. 8.4.3 Wind Resistance: 8.4.3.1 New Construction: The maximum allowable wind uplift pressures for the FiberTite® Roofing Membranes as part of roof covering systems are noted in Tables 6 and 7. 8.4.3.2 Reroofing: See Section 4.3.2. 8.5 Conditions of Use: The FiberTite ®, FiberTite ® -XT, and FiberTite ® -FB roofing membranes described in this report comply with, or are suitable alternatives to what is specified in, the SBC, subject to the following conditions: 8.5.1 Installation and application of FiberTite® (Roofing Membranes must comply with the SBC, the manufacturer's published installation instructions, and this report. The instructions within this report govern if there are any conflicts between the manufacturer's instructions and this report. 8.5.2 See Section 5.2. 8.5.3 Foam plastic insulation must be separated from the interior of the building by an approved thermal barrier in accordance with SBC Section 2603.5.1.5, unless otherwise noted in an ICC -ES evaluation report on the foam plastic insulation for direct -to- steel -deck applications. 8.5.4 See Section 5.4. 8.5.5 See Section 5.5. 8.5.6 The allowable wind uplift pressures listed in Tables 6 and 7 are for the roof covering only. The deck and framing to which the covering is attached must be designed for the applicable components and cladding wind loads in accordance with the SBC. 8.5.7 See Section 5.7. 8.5.8 See Section 5.8. 8.6 Evidence Submitted: See Section 6.0. 8.7 Identification: See Section 7.0. • • ESR -1456 1 Most Widely Accepted and Trusted TABLE 1— BALLASTED ROOFING SYSTEMS Page 4 of 8 SYSTEM NO. ROOF CLASS SUBSTRATE` MAX. ROOF SLOPE INSULATION1'2" MEMBRANE' SURFACING/ COATING 1 A Noncombustible 2:12 One or more layers of the following or combinations of the following (any thickness, except restricted to 2 -inch max. when polystyrene is used alone): polystyrene, polyisocyanurate, laid loosely "FiberTite" or "FiberTite -XT," laid loosely River bottom stone, (3/4 inch to 1 /2 inches in diam.) at 1000 Ibs /square or min. 10 psf concrete blocks For SI: 1 inch = 25.4 mm; 1 lb = 4.448 N; 1 psf = 47.88 Pa; 1 square = 9.29 m2. 'All foam plastic insulation must be UL- classified foam plastic for roofing systems, and must be limited to the maximum thickness in accordance with Section 5.4 of this report or the maximum thickness in accordance with this table, whichever is less. 2EPS insulation boards must comply with ASTM C 578. Polyisocyanurate insulation boards must comply with ASTM C 1289. 'Unless otherwise specified, the insulation and membranes must be UL- classified for roofing system applications. `Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete must have a minimum compressive strength (fc) of 2500 psi. TABLE 2— MECHANICALLY FASTENED ROOFING SYSTEMS' SYSTEM NO. ROOF CLASS SUBSTRATE` MAX. ROOF SLOPE BARRIER BOARD OR SLIP SHEET INSULATION' MEMBRANE 1 A Noncombustible 2:12 Atlas Roofing "ACFoam II" or Johns Manville " E'NRG'Y 2" and Seaman's FTR -VALUE polyisocyanurate (2 in. max.) "FiberTite" or "FiberTite -XT" 2 A Noncombustible '/4:12 - -- Atlas Roofing "ACFoam II" or Johns - Manville "E'NRG'Y 2" and Seaman's FTR -VALUE polyisocyanurate (any thickness) "FiberTite" or "FiberTite -XT" 3 A Noncombustible 1:12 (Optional) /4-inch G -P Gypsum "DensDeck," or Atlas Roofing "FR -10" Cellular, gypsum or structural concrete "FiberTite" or "FiberTite -XT" 4 A Combustible - 15/32 -inch plywood min. Unlimited '/4 -inch G -P Gypsum " DensDeck," w/ all joints staggered a minimum of 6 inches from plywood joints (Optional) Polyisocyanurate, polystyrene, any thickness or combination "FiberTite" or "FiberTite -XT" 5 B Combustible - 15 min. /32 -inch plywood 1:12 5/8 -inch gypsum board w/ 6 -inch offset joints from plywood deck - -- "FiberTite" or "FiberTite -XT" 6 B Combustible - 3 -inch T &G lumber 1:12 5/8 -inch gypsum board - -- "FiberTite" or "FiberTite -XT" For SI: 1 inch = 25.4 mm. 'All foam plastic insulation must be UL- classified foam plastic for roofing systems, and must be limited to the maximum thickness in accordance with Section 5.4 or the maximum thickness in accordance with this table, whichever is less. 2EPS insulation boards must comply with ASTM C 578. Polyisocyanurate insulation boards must comply with ASTM C 1289. 'Unless otherwise specified, the barrier board, slip sheet, insulation and membranes must be UL- classified for roofing system applications. `Wood deck must be minimum 15/32- inch -thick (11.9 mm) plywood. Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete must have a minimum compressive strength (fc) of 2500 psi. ESR -1456 1 Most Widely Accepted and Trusted TABLE 3— ADHERED ROOFING SYSTEMS3 Page 5 of 8 SYSTEM NO. ROOF CLASS SUBSTRATE` MAX. ROOF SLOPE BARRIER BOARD OR SLIP SHEET INSULATION'" MEMBRANE 1 A Noncombustible . 2:12 (Optional) Min.' /4- inch -thick G -P 'DensDeck' mechanically fastened or adhered with "Insta -Stik" or hot asphalt (Optional) Seaman "FTR- Value," Atlas Roofing "ACFoam II" or ACFoam III" or Johns Manville "E'NRG'Y -2," any thickness or combination, mechanically fastened or adhered in "Insta -Stik" or hot asphalt "FiberTite," "FiberTite XT," or "FiberTite FB." 2 A Concrete 2:12 - -- "FiberTite -FB" 3 A Concrete 2:12 (Optional) Min.' /4- inch -thick G -P "DensDeck" mechanically fastened or adhered with °Insta -Stik" or hot asphalt. Vapor barrier: Celotex "Hydrostop," loosely laid or mechanically fastened (Optional) Atlas Roofing "ACFoam II" or "ACFoam III" or Johns Manville "E'NRG'Y -2, and "Seaman "FTR - Value," any thickness or combination, mechanically fastened or adhered in "Insta-Stik" or hot asphalt "FiberTite;' "FiberTite -XT," or "FiberTite -FB." 4 A Combustible - ,s 15/32-inch plywood min. 2:12 Min. 5/8 -inch gypsum board or min. 1/4-inch-thick G-P "DensDeck" mechanically fastened w/ joints offset 6 inches. Vapor barrier (optional): Polyethylene, kraft paper or Celotex "Hydrostop," loosely laid (Optional) Seaman "FTR - Value," Atlas Roofing "ACFoam II" or ACFoam III" or Johns Manville "E'NRG'Y -2," any thickness or combination, mechanically fastened or adhered in "Insta -Stik" or hot asphalt "FiberTite," "FiberTite -XT," or "FiberTite-FB." 5 A Combustible- 15/32 -inch plywood min. Unlimited (Optional) Min. '/4-inch-thick G -P "DensDeck," mechanically fastened or adhered with "Insta -Stik" or hot asphalt (Optional) Polyisocyanurate, any thickness, loosely laid or mechanically fastened "FiberTite," "FiberTite-XT," XT or "FiberTite -FB." 6 A Concrete '/2:12 (Optional) Min. '/4- inch -thick G -P "DensDeck," mechanically fastened or adhered with "Insta -Stik" or hot asphalt. Vapor barrier: Celotex "Hydrostop," loosely laid or mechanically fastened Atlas Roofing "ACFoam II" or "ACFoam III" or Johns Manville "E'NRG'Y -2" and Seaman "FTR - Value," any thickness or combination, mechanically fastened or adhered in "Insta -Stik" or hot asphalt "FiberTite FB" For SI: 1 inch = 25.4 mm; 1 ft2 = 0.093 m2; 1 square = 9.29 m2; 1 gal = 3.785 L. 'All foam plastic insulation must be UL- classified foam plastic for roofing systems; and must be limited to the maximum thickness in accordance with Section 5.4 or the maximum thickness in accordance with this table, whichever is less. 2EPS insulation boards must comply with ASTM C 578. Polyisocyanurate insulation boards must comply with ASTM C 1289. 3Unless otherwise specified, the barrier board, slip sheet, insulation and membranes must be UL- classified for roofing system applications. `Wood deck must be minimum 15/32- inch -thick (11.9 mm) plywood. Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete must have a minimum compressive strength (fc) of 2500 psi. • • • ESR -1456 1 Most Widely Accepted and Trusted TABLE 4— REROOFING SYSTEMS' (MECHANICALLY FASTENED) Page 6 of 8 SYSTEM NO. ROOF CLASS SUBSTRATE` MAX. ROOF SLOPE EXISTING UNINSULATED ROOF SYSTEM BARRIER BOARD OR SLIP SHEET INSULATION''' MEMBRANE 1 A Combustible - 15/32-inch plywood, min. Unlimited Class A, B, or C cap sheet, smooth- surfaced BUR roof or single -ply membrane (EPDM, PVC or CPE) One -ply Atlas Roofing "FR -50" or two plies Atlas Roofing "FR -10" --- "FiberTite" or "FiberTite -XT" 2 A Noncombustible 1/2:12 Class A, B, or C cap sheet, smooth- surfaced BUR roof or single -ply membrane (EPDM, PVC or CPE) (Optional) Min. 1/4-inch-thick G -P "DensDeck" mechanically fastened or adhered in Stik" or hot asphalt a. Any UL- classified polystyrene insulation, (tapered or uniform thickness), any thickness, covered w/ Atlas Roofing "FR -10." b. Atlas Roofing "Al" or "ACFoam II" or Johns Manville " E'NRG'Y 2" and Seaman "FTR- Value" polyisocyanurate insulation, any thickness "FiberTite" or "FiberTite XT" 3 A Combustible - 15/32-inch plywood, min. Unlimited Class A, B, or C cap sheet, smooth- surfaced BUR roof or single -ply membrane (EPDM, PVC or CPE) '/4 -inch G -P DensDeck, mechanically fastened "FiberTite" or "FiberTite -XT" 4 A Combustible - '5 /32 plywood, min. 2:12 Class A gravel - surfaced BUR (gravel- maintained) - -- Atlas Roofing "ACFoam II" or Johns Manville "E'NRG'Y 2" Value" polyisocyanurate insulation, any thickness "FiberTite -XT" For SI: 1 inch = 25.4 mm. 'All foam plastic insulation must be UL- classified foamed plastic for roofing systems, and must be limited to the maximum thickness in accordance with Section 5.4 or the maximum thickness in accordance with this table, whichever is less. 2pS insulation boards must comply with ASTM C 578. Polyisocyanurate insulation boards must comply with ASTM C 1289. 'Unless otherwise specified, the barrier board, slip sheet, insulation and membranes must be UL- classified for roofing system applications. 'Wood deck must be minimum 15/32- inch -thick (11.9 mm) plywood. Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete must have a minimum compressive strength (0 of 2500 psi. TABLE 5— REROOFING SYSTEMS' (ADHERED) SYSTEM NO. ROOF CLASS5 SUBSTRATE' MAX. ROOF SLOPE EXISTING ROOF SYSTEM BARRIER BOARD OR SLIP SHEET INSULATION''2 MEMBRANE 1 A, B or C Noncombustible 2:12 Class A, B, or C to retain the existing classification, insulated or uninsulated cap sheet, smooth surface BUR or single -ply membrane (Optional) Min. 1/4-inch-thick G -P "DensDeck" mechanically fastened or adhered in "Insta- Stik" or hot asphalt Seaman "FTR- Value," Atlas Roofing "ACFoam II" or "ACFoam III" or Johns Manville "E'NRG'Y -2," any thickness or combination, mechanically fastened or adhered in "Insta -Stik" or hot asphalt "FiberTite," "FiberTite -XT" or "FiberTi , te -FB" 2 A, B or C • Combustible- /32 -inch plywood, min. 2:12 Class A, B, orCto retain the existing classification, insulated or uninsulated cap sheet (Optional) Min. 1/4-inch-thick G -P "DensDeck" mechanically fastened or adhered in Stik" or hot asphalt Seaman "FTR - Value," Atlas Roofing "ACFoam II" or "ACFoam III" or Johns Manville "E'NRG'Y -2," any thickness or combination, mechanically fastened or adhered in "Insta -Stik" or hot asphalt "FiberTite," "FiberTite XT," or "FiberTite-FB" or For SI: 1 inch = 25.4 mm; 1 gal = 3.785 L; 1 square = 9.29 m2. 'All foam plastic insulation must be UL- classified foam plastic for roofing systems, and must be limited to the maximum thickness in accordance with Section 5.4 or the maximum thickness in accordance with this table, whichever is less. 2EPS insulation boards must comply with ASTM C 578. Polyisocyanurate insulation boards must comply with ASTM C 1289. 'Unless otherwise specified, the barrier board, slip sheet, insulation and membranes must be UL- Classified for roofing system applications. 'Wood deck must be minimum 15 /32- inch -thick (11.9 mm) plywood. Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete must have a minimum compressive strength (0 of 2500 psi. Classification remains the same as that of the existing roof covering system. • ESR -1456 1 Most Widely Accepted and Trusted TABLE 6 —WIND RESISTANCE ASSEMBLIES (MECHANICALLY ATTACHED) Page 7 of 8 SYSTEM NO. ALLOWABLE WIND UPLIFT (psf) DECK2 INSULATION' MEMBRANE MEMBRANE /INSULATION FASTENING' FASTENER SPACING (inches) FASTENER ROW SPACING (inches) 1 30 Concrete or steel deck Foam plastic insulation board "FiberTite" or "FiberTite -XT," paneled and nonpaneled roll membrane (Open Lap) Paneled rolls are fastened at securing tabs, 4.25 ft (1.3 m) on center. Nonpaneled rolls are secured at 5 -inch (0.12 m) overlap and the outside edge is heat - welded (min. 1.5- inch [38 mm] weld). Membranes are applied over insulation and • secured at tabs or laps w/ FiberTite Magnum Fasteners and Magnum Stress Plates. , 24 51 2 45 Concrete or steel deck Foam plastic insulation board "FiberTite" or "FiberTite -XT," paneled and nonpaneled roll membrane (Open La Same as System #1 above. 18 51 3 60 Concrete or steel deck Foam plastic insulation board "FiberTite" or "FiberTite -XT," paneled and nonpaneled roll membrane (Open Lap) Same as System #1 above. 12 51 4. 4 75 Concrete or steel deck Foam plastic insulation board "FiberTite" or "FiberTite -XT," paneled and nonpaneled roll membrane (Open Lap) , Paneled rolls are fastened at securing tabs, 1.92 ft (0.6 m) on center. Nonpaneled rolls are secured at 5 -inch (0.12 m) overlap and the outside edge is heat - welded (min. 1.5- inch [38 mm] weld). „ Membranes are applied over insulation and secured at tabs or laps w/ FiberTite Magnum Fasteners and Magnum Stress Plates. 12 51 5 37 Concrete or steel deck Foam plastic insulation board "FiberTite" or "FiberTite -XT," double -width panel roll membrane (Top - Sider System) (Closed Lap) Membranes are applied over insulation with top surface tabs (Top- Sider), and are secured to the deck with FiberTite Magnum Fasteners and Magnum Stress Plates, under the roof cover's 4.5- inch (114 mm) top surface tabs. The tabs are then heat - welded (min. 1.5 -inch [38 mm] weld). 12 104 6 75 Concrete or steel deck Foam plastic insulation board "FiberTite" or "FiberTite -XT," double -width panel roll membrane (Top- Sider System) (Closed Lap) Same as System #5 above. • 6 104 7 30 Concrete or steel deck Foam plastic insulation board "FiberTite" or "FiberTite -XT," Double -Width Panel Roll Membrane (Modified Top- Sider System) (Closed Lap) Membranes are applied over insulation, with top surface tabs (Top- Sider) ,and are secured to the deck with FiberTite Magnum Fasteners and Magnum Stress Plates, through the top of the membrane. The strip is heat - welded (min. 1.5 -inch [38 mm] weld) down both sides of the strip. 12 120 8 37 Concrete or steel deck Foam plastic insulation board "FiberTite" or "FiberTite -XT," Paneled Roll Membrane (Open Lap) Paneled rolls are fastened at securing tabs, 105.5 inches (2.68 m) on center. Membranes are applied over insulation, with top surface tabs (Top- Sider) and secured to the deck with FiberTite Magnum Fasteners and Magnum Stress Plates, under the roof covers 4.5 -inch (114 mm) top surface tabs. The tabs are then heat - welded (min. 1.5 inches [38 mm] weld). 12 106 For SI: 1 inch = 25.4 mm; 1 psf = 47.88 Pa. 'Insulation and fasteners must be FM- approved. Foam plastic insulation must be UL- classified foam plastic for roofing systems, and must be limited to the maximum thickness in accordance with Section 5.4 of this report or the maximum thickness in accordance with this table, whichever is less. 2Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete must have a minimum compressive strength (fc) of 2500 psi. See Section 5.6. • • ESR -1456 1 Most Widely Accepted and Trusted TABLE 7— WIND RESISTANCE ASSEMBLIES (ADHERED) Page 8 of 8 SYSTEM NO. ALLOWABLE WIND UPLIFT (psf) DECK2 INSULATION' MEMBRANE INSULATION ATTACHMENT' ADHERING MEMBRANE DIRECTIONS 1 45 Concrete or steel deck Foam plastic insulation board "FiberTite," "FiberTite -XT," or "FiberTite- FB," paneled membrane (without tabs) or nonpaneled rolls Membranes are applied over the insulation board, mechanically attached to the deck with FiberTite Insulation Fasteners (steel or plastic plate) applied at a density of one • fastener per 2 sq ft (0.2 sq m) for min. 1.5 -inch (38 mm) insulation thickness or one fastener per 4 sq ft for min. 2.0 -inch (51 mm) insulation thickness. (1) " FiberTite" or "FiberTite -XT" is adhered to the insulation w/ Seaman FTR -190 Bonding Adhesive roller - applied to both the underside of the roof cover and the insulation at 1 gal per square (0.4 Um2), and allowed to set for 5 to 10 minutes before joining. The membrane edges are lapped a min. of 4 inches (204 mm) and sealed w/ a min. 1.5- inch -wide (38 mm) heat weld. (2) "FiberTite -FB" is adhered to the insulation w/ Seaman FTR -390 at an application rate of 1 gal per 60 sq ft (0.67 Um2 or Seaman FTR -290 solvent adhesive at an application rate of 1 gal per square (0.4 Um2) or asphalt applied at a rate of 20 -25 Ibs /square (1.0 -1.2 kg /m2). The membrane edges are lapped a min. of 4 inches (204 mm) and sealed w/ a min. of 1.5- inch - wide (38 mm) heat weld. 2 45 Structural concrete Foam plastic insulation board "FiberTite," , "FiberTite -XT," or "FiberTite- FB," paneled membrane (without tabs) or nonpaneled rolls Membranes are applied over min. 1.5 -inch (38 mm) insulation board, adhered to the primed or unprimed structural concrete deck with Insta -Stik Roofing Adhesive or hot asphalt. (1) " FiberTite" or "FiberTite -XT" is adhered to the insulation w/ Seaman FTR -190 Bonding Adhesive roller - applied to both the underside of the roof cover and the insulation at 1 gal per square (0.4 Um2), and allowed to set for 5 to 10 minutes before joining. The membrane edges are lapped a min. of 4 inches (204 mm) and sealed w/ a min. 1.5- inch -wide (38 mm) heat weld. (2) "FiberTite -FB" is adhered to the insulation w/ Seaman FTR -390 at an application rate of 1 gal per 60 sq ft (0.67 Um2 or Seaman FTR -290 solvent adhesive at an application rate of 1 gal per square (0.4 Um2) or asphalt applied at a rate of 20 -25 Ibs /square (1.0 -1.2 kg /m2). The membrane edges are lapped a min. of 4 inches (204 mm) and sealed w/ a min. of 1.5- inch -wide (38 mm) heat weld. 3 45 FMRC- Approved "Cellular" lightweight concrete w/ a min. 36 lb /ft (577kg/m3) wet cast density, a min. 2 in (51 mm) thick top pour and sealed w/ approved curing compound "FiberTite -FB," nonpaneled rolls "FiberTite -FB" is adhered to the sealed cellular lightweight concrete with Seaman FTR -390 at an application rate of 1 gal per 60 sq ft (0.67 2 Um or Seaman FTR -290 solvent adhesive at an application rate of 1 gal per square (0.4 Um2). The membrane edges are lapped a min. of 4 inches (204 mm) and sealed w/ a min. of 1.5- inch -wide (38 mm) heat weld. For SI: 1 inch = 25.4 mm; 1 lb = 4.448 N; 1 psf = 47.88 Pa; gal = 3.785 L; 1 square = 9.29 m2. 'Insulation and fasteners must be FM- approved. Foam plas c insulation must be UL- classified foamed plastic for roofing systems, and must be limited to the maximum thickness in accordance with Section 5.4 of this report or the maximum thickness in accordance with this table, whichever is less. 2Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch (0.76 mm)]. Concrete must have a minimum compressive strength (fc) of 2500 psi. See Section 5.6. 1. Deck: NC Class A - 'Fully Adhered Incline: 2 Insulation (Optional): — °FTR- Value° or 'Tapered FIR-Value', Firestone'95095+GL °, Rmax Inc. °Mufti- Max -3° or Thermaroof Plus-3°, Apache °Pyrox', Atlas Roofing 'ACFoam II° or °ACFoam 'IIP or Johns Manville °E N P.GY 3', any thickness or combination, mechanically fastened or adhered in 'Insta -Stik° or hot asphalt. Barrier Board (Optional): r- Min 1/4 in. thick G -P Gypsum DensDeckg, mechanically fastened or adhered in °Insta -Stik° or hot asphalt. Membrane: — °FiberTite° or °FiberTite )Cr, fully adhered with °FTR 190e° adhesive applied at 1 gaV60 -75 sq ft or `FiberTite -FB°, fully adhered with °FTR 290° adhesive at 1 gaV100 sq ft. 2. Deck: NC Incline: 2 Substrate: — Cellular' lightweight concrete or structural concrete. Membrane: — °FiberTite -FB°, fully adhered with °FTR 290° adhesive at 1 gaV100 sq ft. 3. Deck: NC Incline: 2 • Substrate : — Cellular concrete, structural cement -fiber units (cementitious wood fiber)or vermiculite lightweight concrete or gypsum concrete. Vapor Barriers: - Type G2, loose laid or mechanically fastened. Insulati.on: — Firestone °bSO95+CL °, Rmax Inc. "Multi-Max-3° or °Thermaroof Plus -3', Apache °Pyrox °, Atlas Roofing °ACFoam I!° or °ACFoam III° or Johns Manville °ENRGY 3 °, any thickness or combination, mechanically fastened or adhered in °lnsta- Stik°, Millennium Adhesive Products °Weather -Tfte One Step Foamable Adhesive °, or hot asphalt. Barrier Board (Optional):.— Min 114 in. thick G -P Gypsum DensDeck& mechanically fastened or adhered in °Insta- Stik °, Millennium Adhesive Products °Weather -Tfte One Step Framable Adhesive% or hot asphalt. Membrane: — °FiberTite° or °FiberTite )Cr °, fully adhered with °FTR 190e° adhesive applied at 1 gal 60/75 sq ft or °FiberTite -FB °, fully adhered with °FTR 290° adhesive at 1 gaV100 sq ft. 4. Deck: C -15/32 Incline: 2 Barrier Board: -- Min 5/8 in. gypsum board or min 1/4 in. thick C -P Gypsum DensDecka, mechanically fastened with joints offset 6 in. Vapor, Barrier (Optional): - -- Polyethylene, kraft paper or Type G2, loose laid. Insulation : — °FTR- Value" or 'Tapered FTR= Value° Firestone 1SO95+GL', Rmax Inc. "Multi-Max-3° or °Thermaroof Plus -3 °, Apache °Pyrox °, Atlas Roofing °ACFoam I!° or °ACFoam HP or Johns Manville °ENRGY 3 any thickness or combination, mechanically fastened or adhered in Insta- 5tik °, Millennium Adhesive Products 'Weather-Tfte One Step Framable Ardhesive °, or hot asphalt. Membrane: ® °FiberTite° or °FiberTite )Cr, fully adhered with °FTR 190e° adhesive applied at 1 gal 60/75 sq ft. or °FiberTite -FB °, fully adhered with °FTR 290° adhesive at 1 gaV100 sq ft. 5. Deck: C -15/32 Incline: No Limitation Insulation (Optional): — Any UL Classified (except EPS), any thickness or combination, loose laid or mechanically fastened. Barrier Board: -- Min 1/4 in. thick G-P Gypsum DensDeck& mechanically fastened or adhered in °Insta- Stik°, Millennium Adhesive Products 'Weather-Tfte One Step Foamable Adhesive', or hot asphalt to mechanically attached insulation (if present). Membrane: — 'FiberTite° or °FiberTite XT °, fully adhered with °FTR 190e° adhesive applied at 1 gal 60/75 sq ft or °FiberTite -FB°, fully adhered with °FTR 290° adhesive at 1 gaV100 sq ft. or #390, #490 or CR -20 • July 5, 2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Paul Duffy 509 Fairview Ave N, #100 Seattle, WA 98109 RE: Correction Letter #1 Development Permit Application Number D12 -215 Apollo Holdings — 3334 S 116 St Dear Mr. Duffy, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time the Building Department has no comments. Fire Department: Al Metzler at 206 971 -8718 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, encl File No. D12 -215 W: \Permit Center \Correction Letters \2012\D12 -215 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: July 2, 2012 Project Name: Apollo Holdings Address: 3334 S 116'x' St Permit #: D12 -215 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. The International Fire Code requires that smoke vents be UL Listed. Please submit the smoke vent data sheets verifying UL Listing. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. PPERMIT COORD COP1i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -215 DATE: 07/06/12 PROJECT NAME: APOLLO HOLDINGS SITE ADDRESS: 3334 S 116 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works C i 101 ire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete X V Incomplete DUE DATE: 07/10/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/07/12 Approved Approved with Conditions [ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: F��ERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -215 DATE: 06/19/12 PROJECT NAME: APOLLO HOLDINGS SITE ADDRESS: 3334 S 116 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: ‘0,1„i pcw1 e4 BP kg Division II Fire Prevention Public Works nStructural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 06/21/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 07/19/12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: (71,1 o5k i'- Departments issued corrections: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: C Cit '�f Tukwila y REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '9-/C / 1 Z Plan Check/Permit Number: ► 2 - Z ❑ Response to Incomplete Letter # IN Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: R ?Oc_C,o 14oC. ►6 t>v C —S Project Address: 3 3 S Cu ST_ Contact Person: ?A►v L bu r'Y Phone Number: 76 .32 Z Z'� Z. Summary of Revision: A4A:. T 'V S S J 3 M% -r AL, RECENED Cd:v OF rigliVita JUL 6 20121 AlEOMIXAINtsirtro- Sheet Number(s): "Cloud" or highlight all areas of revision including datebf revision Received at the City of Tukwila Permit Center by: A 4t% Entered in Permits Plus on 07A1402---. : H:\Applications\Forms-Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 Contractors or Tradespeople Pester Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEtI 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 RDH CONSTRUCTION MANAGEMNT INC UBI No. 603017920 Phone 2063242272 Status Active Address 509 Fairview Avenue N. ft 100 License No. RDHCOCM905NS Suite /Apt. License Type Construction Contractor City Seattle Effective Date 8/10/2010 State WA Expiration Date 8/10/2012 Zip 98109 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company NO.266 SEABRIGHT HOLDINGS LTD. Business Owner Information Name Role Effective Date Expiration Date RICKETTS, DAVID R Member 08/10/2010 Amount DELL, MARCUS JAMES Member 08/10/2010 IRG553701 BOMBINO, ROBERTO Member 08/10/2010 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 Guarantee Company of North America VM6098920 08/04/2010 Until Cancelled $12,000.00 08/10/2010 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 2 Liberty Mutual Ins Co IRG553701 09/01/2011 12/01/2012 $1,000,000.00 09/06/2011 1 FIRST SPECIALTY INS CORP IRG55370 06/01/2010 09/01/2011 $1,000,000.0008 /10/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni /bbip /Print.aspx 07/17/2012