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HomeMy WebLinkAbout21-1628 rcali�on,. City of Ze h rhills ` N335 Eighth Street PERMIT NUMBER �._ Zephyrhills, FL 33542 BGR-001628-2021 i Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 03/05/2021 Permit Type: Building General (Residential) Property Number Street Address 12 26 210260 02000 1151 5740 Dogwood Street Owner Information - Permit Information Contractor Information Name: KENNETH DITTMAN Permit Type:Building General(Residential) Contractor:TOTAL HOME ROOFING Class of Work:Reroof Address: 5740 Dogwood St Total Valuation:$32,788.00 ZEPHYRHILLS,FL 33542 Total Fees:$203.94 Phone: (352)232-1601 Amount Paid:$203.94 Irl / Date Paid:3/5/2021 11:00:16AM 4 Project Description REROOF METAL Application Fees Building Permit Fee $203.94 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property.If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. C6NTRACTOR SIGNATURE PE r IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephy•hills Permit Application Fax-813-780-0021 ' Building Department Date Received Phone Contact for Permitting Owner's Name Ken Dittman Owner Phone Number 352 232-1601 Owner's Address 5740 Dogwood St.Zephryhills FL 33542 Owner Phone Number 352 232-1601 Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5740 Dogwood St.Zephryhills FL 33542 LOT# 115&116 SUBDIVISION PARCELID# 12-26-21-0260-02000-1151 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL X REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK Re-roof metal.31 squares. Poly TU Plus underlayment. BUILDING SIZE I SO FOOTAGE 31 HEIGHT =BUILDING $ 32,788 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ PV =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION & =GAS ® ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO rJ r? BUILDER COMPANY SIGNATURE REGISTERED „YC/ N FEE CU—., Y/N Address L ;� I License# ELECTRICIAN COMPANY SIGNATURE F REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY To-tots cchG m� SIGNATURE REGISTERED I X/ N FEE CURREN I Y/N Address te,>Cko FL''"�SSLicense# I GGG.%3304 g9 Iillllltllllllllll IIIIIIIIIIt111tI11tlt1itltltlt111111111i11111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) •• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs If shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned Understand's that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands, that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in,Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the,permitting conditions set forth in this affidavit prior to commencing construction. 1 understand that a separate permit may be,required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOU_WFAILUgRE TO RECORD A NOTICE OF COMMENC ENT MAY RESULT IN YOUR PAYING TWICE FOR I E O YOUR PROPERTY. IF YOU INTE O INANCING,CONSULT WITH YOUR LEND NEY BEFORE RECORDING YOUR N COMENCEMENT. FLORIDA JURAT(F .117 3 OWNER OR AGENT CONTRACTOR Subscribed and swo o(or, firmed)before me this Subscribed ands n to ffirmed)before me this 3rd March 2021 by Robert Donovan 3rd March 2021 by obert Donovan Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. HH 077996 Commission No. HHH077996 Maria Angel Maria Angel Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped 11 11 I I EPlIz'�, , ,Z-,�,_ IN a 1-fr,.r$, 8TR#2021044492 pa �1 X�,�3F7;--­, �qO �� ` " . I'm . 0310412o2l P6 I I I,�, g5ky,�,�—­,-� �v -... 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Business o PtAssionae ® BCIS Home I Log In ( User Registration f Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ' BCIS Site Map Links f •Search a Y �t 'N!I Product Approval AM IRI USER:Public User db ftc's�F Product Approval Menu>Product or ADplication Search>Application List>Application Detail « FL# FL4595-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived I Product Manufacturer Tri County Metals Address/Phone/Email 301 SE 16th Street Trenton, FL 32693 (352)463-8400 chrisw@tricountymetals.com Authorized Signature Chris Weatherilt chrisw@tricountymetals.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IJ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Terrence E.Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 06/02/2024 Validated By Brian Jaks, P.E. 1 Validation Checklist-Hardcopy Received Certificate of Independence FL4595 R4_COI Letter of Certification secured.pdf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/15/2017 Date Validated 08/17/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products Go to Page U (0 0 0 Page 1/20 0 FL# Model,Number or Name Description 4595.1 5V Crimp Min. 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 26 Ga. 5V Crimp Panel over Plywood Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-101.OPSF Created by Independent Third Party: Yes Other: -78.5 psf @ 16"o.c. Fastener Spacing. -101.0 psf @ Evaluation Reports 16"o.c. Fastener Spacing. Install per manufacturer's details. FL4595 R4 AE 26 Ga. 5V Crimp Panel over Plywood Not for use in HVHZ Zones. secured.pdf Created by Independent Third Party: Yes 4595.2 5V Crimp Min. 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4_II 26 Ga. 5V Crimp Panel over 1x4 NON HVHZ Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-SOI.OPSF Created by Independent Third Party: Yes Other:-78.5 psf @ 16"o.c. Fastener Spacing. -101.0 psf @ Evaluation Reports 16"o.c. Fastener Spacing. Install per manufacturer's details. FL4595 R4 AE 26 Ga. 5V Crimp Panel over 1x4 NON HVHZ Not for use in HVHZ Zones. secured.pdf Created by Independent Third Party: Yes 4595.3 Aluminum Mechanical-Seam Lok .032"Aluminum Mechanical Lock 16"Wide Roof Panel over Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4595 R4 II Aluminum ML 1.5 over Plywood HVHZ Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E.Wolfe, P.E.44923 Design Pressure: +N/A/-93.5 psf Created by Independent Third Party: Yes Other:-78.5 psf @ 18"o.c.clip spacing. -93.5 psf 6"o.c. clip Evaluation Reports spacing. Install per manufacturer's details. For use in HVHZ FL4595 R4 AE Aluminum ML 1.5 over Plywood HVHZ Zones. secured.pdf Created by Independent Third Party: Yes 4595.4 Aluminum Mechanical-Seam Lok 2" .032"Aluminum, 2" Mechanical Lock, 19"Wide Roof Panel over 22 Ga. Steel Deck Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4595 R4 II AL MLok 2.0 over Steel Deck HVHZ Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E.Wolfe,P.E.44923 Design Pressure: +N/A/-138.Spsf Created by Independent Third Party: Yes Other:-71.0 psf @ 24"o.c.clip spacing. -138.5 psf @ 6"o.c. Evaluation Reports clip spacing.Install per manufacturer's details. For use in FL4595 R4 AE AL MLok 2.0 over Steel Deck HVHZ HVHZ Zones. secured.pdf Created by Independent Third Party: Yes 4T9�i9AlumiffuFITMMM 0.032"Aluminum TCM Lok Roof Panel over 7/16"OSB or 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II Aluminum TCM Lok over Plywwod-secured.pdf Approved for use outside HVHZ:Yes Verified By: Terrence E. Wolfe,P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-112.5psf Evaluation Reports Other:-75.0 psf at 4 1/2"o.c.fastener spacing. -112.5 psf LF 459 AE Aluminum TCM Lok over Plywwod- at 4 1/2"o.c.fastener spacing. Install per manufacturer's secured.pdf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 4595.6 Mechanical-Seam Lok 1-1/2" 1-1/2" Mechanical Lock, 24 Ga., 16"Wide Roof Panel over Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4595 R4 II Mechanical-Seam Lok 1.5 over Plywood HVHZ Approved for use outside HVHZ:Yes Secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-123.5psf Created by Independent Third Party: Yes Other:-59.75 psf. @ 24"o.c. clip spacing. -123.5 psf. @ 6" Evaluation Reports o.c, clip spacing. Install per manufacturer's details. For use in FL4595 R4 AE Mechanical-Seam Lok 1.5 over Plywood HVHZ Zones. HVHZ Secured.pdf Created by Independent Third Party: Yes 4595.7 Mechanical-Seam Lok 2" 2" Mechanical Lock,24 Ga. Steel, 18-7/8"Wide Roof Panel over 22 Ga. Steel Deck Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4595 R4 II MLok 2.0 24 Ga. over Steel Deck HVHZ Approved for use outside HVHZ:Yes Secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-153.5psf Created by Independent Third Party: Yes Other: -54.3 psf @ 36"o.c, clip spacing. -153.5 psf @ 6"o.c. Evaluation Reports clip spacing.Install per manufacturer's details. For use in FL4595 R4_AF MLok 2.0 24 Ga. over Steel Deck HVHZ HVHZ Zones. Secured.pdf Created by Independent Third Party: Yes 4595.8 Nail Strip 1" 1" Nailstrip, 24 Ga. Steel 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 1.0 Nailstrip 24 Ga. over Plywood secured.pdf Approved for use outside HVHZ:Yes Verified By: Terrence E.Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-153.5psf Evaluation Reports Other:-153.5 psf @ 6-3/4"o.c. Fastener Spacing in slot and FL4595 R4 AE 1.0 Nailstrip 24 Ga.over Plywood secured.pdf 12"o.c. Fastener Spacing in pan. -101.0 psf @ 6-3/4"o.c. Created by Independent Third Party: Yes Fastener Spacing in slot. -59.75 psf @ 16 o.c. Fastener Spacing in slot. Install per Manufacturer's Details. Not for use in HVHZ Zones. 4595.9 Nail Strip 1-1/2" 1-1/2" Nail Strip, 24 Ga. 15-1/2"Wide Roof Panel over Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4595 R4 II_1.5 Nailstrip 24 Ga. over Plywood HVHZ Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E.Wolfe, P.E.44923 Design Pressure: +N/A/-116.Opsf Created by Independent Third Party: Yes Other:-116.0 psf @ 6-1/2"o.c. Fastener Spacing in slot and Evaluation Reports 12"o.c. Fastener Spacing in pan.-78.5 psf @ 11"o.c. FL4595 R4_AE_1.5 Nailstrio 24 Ga.over Plywood HVHZ Fastener Spacing in slot.Install per Manufacturer's Details, secured.pdf For use in HVHZ Zones Created by Independent Third Party: Yes 4595.10 PBR Min. 26 Ga. PBR Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 26 Ga. PBR Panel over Plywood secured.pdf Approved for use outside HVHZ:Yes Verified By: Terrence E. Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 PSF Evaluation Reports Other:-63.5 psf @ 24"o.c. Fastener Spacing. -93.5 psf @ FL4595 R4 AE 26 Ga. PBR Panel over Plywood secured.pdf 24"o.c. Fastener Spacing. Install per manufacturer's details. Created by Independent Third Party: Yes Not for use in HVHZ Zones. 4595.11 PBR Min. 26 Ga. PBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 13 26 Ga. PBR Panel over 1x4 secured.pdf Approved for use outside HVHZ:Yes Verified By: Terrence E. Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-78.5 PSF Evaluation Reports Other:-71.0 psf @ 24"o.c. Fastener Spacing. -78.5 psf @ FL4595 R4 AE 26 Ga. PBR Panel over 1x4 secured.pdf 24"o.c. Install per manufacturer's details. Not for use in Created by Independent Third Party: Yes HVHZ Zones. 14595.12 Snap-Lok 1-1/2" 1-1/2"Snap Lok,24 Ga. , 16"Wide Roof Panel over Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4595 R4 II 1.5 Snap Lock 24 Ga.over Plywood HVHZ Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-116.Opsf Created by Independent Third Party: Yes Other:-108.5 psf @12"o.c. Clip spacing. -86.0 psf @ 24" Evaluation Reports o.c. Clip Spacing. -116.0 psf @ 6"o.c. Clip Spacing. Install per FL4595 R4 AE 1.5 Snap Lock 24 Ga.over Plywood HVHZ Manufacturer's Details. For use in HVHZ Zones. secured.pdf Created by Independent Third Party: Yes 4595.13 Snap-Lok 1-3/4" 1-3/4"Snap Lock, 24 Ga. Steel, 17-3/4"Wide Roof Panel over 22 Ga.Steel Decking Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4595 R4 II Snap-Lok 1.75 24 Ga. over Steel Deck HVHZ Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe,P.E.44923 Design Pressure: +N/A/-108.5psf Created by Independent Third Party: Yes Other:-71.0 psf @ 24"o.c. Clip Spacing. -108.5 psf @ 6" Evaluation Reports o.c. Clip Spacing.Install per manufacturer's details. For use in FL4595 R4 AE Snap-Lok 1.75 24 Ga. over Steel Deck HVHZ HVHZ Zones. secured.odf Created by Independent Third Party: Yes 4595.14 TCM-Lok Min. 26 Ga.TCM-Lok Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II TCM-Lok Eval Report secured.pdf Approved for use outside HVHZ:Yes Verified By: Terrence E.Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-52.5 PSF Evaluation Reports Other:-52.5 psf @ 5 1/4"o.c. Fastener Spacing.Install per FL4595 R4 AE TCM-Lok Eval Report secured.pdf manufacturer's details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 4595.15 TCM-Lok Min. 24 Ga.TCM-Lok Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II Min 24 Ga.TCM-Lok Eval Report.pdf Approved for use outside HVHZ:Yes Verified By: Terrence E. Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116.OPSF Evaluation Reports Other:-116.0 psf @ 5 1/4"o.c. Install per manufacturer's FL4595 R4_AE_Min 24 Ga.TCM-Lok Eval Report.pdf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 4595.16 Ultra-Rib Min. 26 Ga. Ultra-Rib Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4_II 26 Ga. Ultra-Rib Panel over Plywood Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe,P.E.44923 Design Pressure: +N/A/-146.OPSF Created by Independent Third Party: Yes Other:-86.8 psf @ 24"o.c.fastener spacing.-146.0 psf @ Evaluation Reports 12"o.c. fastener spacing.Install per manufacturer's FL4595 R4_AE 26 Ga. Ultra-Rib Panel over Plywood installation details. Not for use in HVHZ Zones, secured.pdf Created by Independent Third Party: Yes 4595.17 Ultra-Rib Min. 29 Ga. Ultra-Rib Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 29 Ga. Ultra-Rib Panel over Plywood Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-146.OPSF Created by Independent Third Party: Yes Other:-84.3 psf @ 24"o.c.fastener spacing. -146.0 psf @ Evaluation Reports 12"o.c.fastener spacing. Install per manufacturer's FL4595 R4 AE 29 Ga, Ultra-Rib Panel over Plywood installation details. Not for use in HVHZ Zones. secured.pdf Created by Independent Third Party: Yes 4595.18 Ultra-Rib Min.29 Ga. Ultra Rib, 36"wide, Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 29 Ga. Rib Panel over 1x4 secured.pdf Approved for use outside HVHZ:Yes Verified By: Terrence E. Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.SPSF Evaluation Reports Other:-93.5 psf @ 24"o.c. fastener spacing. -138.5 psf @ FL4595 R4 AE 29 Ga, Rib Panel over 1x4 secured.pdf 24"o.c,fastener spacing.Install per manufacturer's details. Created by Independent Third Party: Yes Not for use in HVHZ Zones. 4595.19 Ultra-Rib Min. 29 Ga. Ultra Rib,36"wide, Roof Panel over lx4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 29 Ga. Rib Panel over lx4 with shingles- Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-86.OPSF Created by Independent Third Party: Yes Other:-78.5 psf @ 24"D.C.fastener spacing. -86.0 psf @ Evaluation Reports 24"D.C. fastener spacing. Install per manufactuer's details. FL4595 R4_AE 29 Ga. Rib Panel over lx4 with shingles- Not for use in HVHZ Zones. secured.Ddf Created by Independent Third Party: Yes 4595.20 Ultra-Rib Min. 29 Ga. Ultra-Rib Roof Panel over 7/16"OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 29 Ga. Ultra-Rib Panel over OSB Secured.Ddf Approved for use outside HVHZ:Yes Verified By:Terrence E. Wolfe,P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-123.5PSF Evaluation Reports Other: -41.7 psf @ 24"D.C.fastener spacing. -123.5 psf @ FL4595 R4 AE 29 Ga. Ultra-Rib Panel over OSB Secured.pdf 12"o.c.fastener spacing.Install per manufacturer's details. Created by Independent Third Party: Yes Not for use in HVHZ Zones. Go to Page 0 0 Pagel/240 0 Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ® ® ECreck Credit Card Safe Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report TR/ COUNTY METALS 0.032"Aluminum TCM Lok Roof Panel over 7/16"OSB or 15132"Plywood Florida Product Approval #4595.5 R4 Florida Building Code 2017 Per Rule 61G20-3 Method:1—D Category:Roofing Subcategory:Metal Roofing Compliance Method:61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Tri County Metals 301 S.E.16th Street Trenton,Florida 32693 Engineer Evaluator: Terrence E.Wolfe,P.E.#44923 Florida Evaluation ANE ID:1920 Validator• Brian Jaks P.E.#70159 Contents: Evaluation Report Pages 1—4 ,,ttt/ftlrttrt��' c •a' STATE OF ; FL#4595.5 R4 Auyust 14, 2017 Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017,Sections 1504.3.2. Product Description: 1" Nailstrip Roof Panel,0.032"Aluminum, 15%" Coverage, Roof Panel attaching to 7/16" OSB or minimum 15/32" APA Plywood decking. Non-structural Application. Panel Material/Standards: Material: 0.032"3105-H24 ASTM B209 Aluminum conforming to Florida Building Code 2017 Section 1507.4.3. Corrosion Resistance:Panel Material shall comply with Florida Building Code 2017,Section 1507.4.3 Panel Dimension(s): Thickness: 0.032"Aluminum Width: 15%"max coverage Female Rib: 1"tall Male Rib: %"tall rib w/slotted strip. Panel Seam: Snap Lock Panel Fastener: Through Panel Slot:(1)#10-12 x 1"Pancake Type A %"minimum penetration through plywood Corrosion Resistance:Per Florida Building Code 2017,Section 1507.4.4. Panel Seam Sealant: 3/8"wide continuous bead of Titebond WeatherMaster Metal Roof Sealant applied to the inside edge of the male rib prior to installing the next panel. See detail for location. Substrate Description: Min.7/16"OSB sheathing or 15/32"thick,APA Rated plywood over supports at maximum 24"O.C. Design of OSB and plywood and supports are outside the scope of this evaluation. Substrate must be designed in accordance w/Florida Building Code 2017. C H k S STATE OF ;a► 00 0i O R 14' �4`♦. m orrnda. S. V r�cm I.-J, 1Ol+flll���,`♦, FL#4595.5 R4 August 14, 2017 rForcegineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Allowable Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure: 75.0 psf 112.5 psf Panel Seam Sealant: NA 3/8"Bead Panel Fastener Spacing: 4 X"O.C. 4'/:"O.C. *Design Pressure includes a Safety Factor=2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2017,Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ UL 580-06-Test for Uplift Resistance of Roof Assemblies ■ UL 1897-2012-Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-06/1897-2012 Uplift Test PRI Construction Materials Report No.TCM-001-02-01 Dated 01/19/2017 2. Certificate of Independence By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc. (FBC Organization#ANE ID:1920) Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Product Code and Rule 61G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017,including Sections 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per manufacturer's recommended details. Underlayment: Per Florida Building Code 2017,Section 1507.1.1 and manufacturer's installation guidelines. N.0 E,E: pk, CENSF ����: No.444� STATE OF AZ O R 19 FL#4595.5 R4 AuQust 14, 2017 r ce Engineering&Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2017 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with Florida Building Code 2017 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. , ri E C E'F- w% p��i ,�� C E No.449� t�f STATE OF ;4c lo�ac.. FL p R 19 4` �4,�Z' srr arlbdfVDA FL#4595.5 R4 August 14, 2017 BS. 1K HD�: MR PANEL FASTENER g SEE DETAILS 1 & 2 ® 4.5" O.C. PANEL OVERLAP ALUMINUM TCM LOK / PANEL m z • UNDERLAYMENT OSB 7/16" THICK (MIN.) OR DECK ATTACHMENT AND PLYWOOD 15/32" THICK (MIN.) SUPPORTS MUST BE DESIGNED AND INSTALLED BY OTHERS RAFTER/JOIST/TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION NMa 00 NOM. 0.032" THICK (MIN.) •1 C.o •• 1111E 10� t Z�M ALUMINUM PANEL Sofa ;• �. f y o • GEE. 0 ��� �; •••••'•�Q ��s ALLOWABLE UPLIFT PRESSURE U o M 1.,�WOOD ANCAKE HEAD �� Q • �C ENS ••��P M� TENER o�((�.• �` • r FASTENER SEAM PRESSURE . r SPACING SEALANT (PSF) N o.4 4 9 2 3 : ® ALONG RIB DIAMETER W • (IN) (IN) r • .ST E OF • a 4.5 NONE 75.0 Y w r � • e. a UNDERLAYMENT �O•• P �a 4.5 3/8 112.5 U OSB 7/16" THICK (MIN.) OR �� Q ,Q••• �' a PLYWOOD 15/32" THICK (MIN.) ••• • Nom DETAIL 1 •• a <gp � 1111111• NOM. 0.032" THICK (MIN.) WEATHERMASTER SEALANT `WIG 2017 ALUMINUM PANEL OR EQUIVALENT GENERAL NOTES: g 3/6" BEAD 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). #10-12 PANCAKE HEAD 2. ROOF PANELS ARE SHALL BE NOM. 0.032"THICK (MIN.) ALUMINUM. EFFECTIVE WOOD FASTENER COVERING WIDTH OF PANEL - 15.75". 3. ROOF PANELS SHALL BE INSTALLED-OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA UNDERLAYMENT BUILDING CODE.. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OSB 7/16" THICK (MIN.) OR OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. PLYWOOD 15/32"THICK (MIN.) 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS DETAIL 2 REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. C2139-1 bhUT NO. OF 1 - d!2 M tiE F l�ifi8�iwi ' BCIS Home i Log In i User Registration i Hot Topics i Submit Surcharge E Stats&Facts i Publications Contact Us BCIS Site Map f Links ' Search Florida :..)Product Approval Pq USER:Public User o:cx:�crtausars Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL5259-R29 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext 242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative TECH REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach, FL 33442 (866)802-8017 uspolyglasstechnical@polyglass.com Quality Assurance Representative QA REP Address/Phone/Email lilt West Newport Center Drive Deerfield Beach, FL 33442 (888)410-1375 uspolyglasstechnical@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !_.i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/21/2022 Validated By John W. Knezevich, PE f! Validation Checklist-Hardcopy Received Certificate of Independence FL5259 R29 COI 2019 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4798 2011 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4474 2011 FRSA/TRI April 2012 2012 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2019 Date Validated 10/16/2019 Date Pending FBC Approval 10/20/2019 Date Approved 12/10/2019 Summary of Products FL# Model,Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 R29 II 2019 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R29.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.)The design pressure in this Evaluation Reports application relates to one particular FL5259 R29 AE 2019_10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- underlayment system (over concrete deck) R29.pdf for use under foam-on tile systems(where Created by Independent Third Party: Yes the underlayment forms part of the load- path). Refer to ER Section 5.6.1 for other systems,other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ® ® ECheck Credit Card Safe NEMO I etc. Certificate of Authorization t132455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION Polyglass USA,Inc. Evaluation Report P12060.02.09-1125 1111 West Newport Center Drive FL5259-1129 Deerfield Beach, FL 33442 Date of Issuance:02/24/2009 (954)233-1230 Revision 25: 10/14/2019 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition(2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO l etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 16. Prepared by: d�yQ.r vsr48',.i.• Robert J.M. Nieminen, P.E. �;��;?�°; ;•-: Florida Registration No.59166,Florida DCA ANE1983 ?C...... . it The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 10/14/2019.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO Ietc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO I etc.is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither NEMO Ietc. nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 02019 NEMO ETC,LLC ONEMOletc. ROOFING COMPONENT EVALUATION 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3/1507.1.1 Physical Properties ASTM D226 2009 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1507.11.2 Physical Properties ASTM D6509 2009 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entity Examination Reference Date Enti Examination Reference Date ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Tensile adhesion P40390.04.15 04/03/2015 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) TAS 103 P44360.10.14-R1 05/18/2015 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD(TST 6049) ASTM D1970 P5110.04.07-1 04/11/2007 ERD(TST 6049) ASTM D1970 PLYG-SC10130.06.16-1 06/27/2016 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Tensile adhesion PLYG-SC10130.06.16-2 06/27/2016 ERD(TST 6049) Wind Uplift P30540.11.09-111 11/30/2009 ERD(TST 6049) TAS 103 PLYG-SC10130.06.16-3 06/27/2016 ERD(TST 6049) Tensile Adhesion P11030.11.09-1 11/30/2009 ERD(TST 6049) ASTM D1970/D4798 PLYG-SC8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD(TST 6049) ASTM D4977 P11030.11.09-3 11/30/2009 ERD(TST 6049) TAS 103 PLYG-SC13040.12.16 12/27/2016 ERD(TST 6049) ASTM D1970 P33360.06.10 06/25/2010 ERD(TST 6049) 30/90 physicals PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) TAS 103 P33370.03.11 03/02/2011 ERD(TST 6049) TAS 103 PLYG-SC12115.08.17 08/08/2017 ERD(TST 6049) Tensile Adhesion P33370.04.11 04/26/2011 ERD(TST 6049) TA5103 PLYG-SC13035.08.17 10/31/2017 ERD(TST 6049) ASTM D1970 P37300.30.11 10/19/2011 FM(TST 1867) Wind Uplift 3004091 01/12/2000 ERD(TST 6049) TAS 103 P40390.08.12-1 08/06/2012 ICC-ES(EVL 2396) IBC Compliance ESR-1697 04/01/2019 ERD(TST 6049) Tensile Adhesion P40390.08.12-2 08/07/2012 M-D(CER 1592) HVHZ Compliance NOA 17-0614.22 07/06/2017 ERD(TST 6049) Tensile Adhesion C41420.09.12-3 09/11/2012 MTI(TST 2508) ASTM D4798 JX20H7A 04/01/2008 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 NEMO(TST 6049) ASTM D1970 4-PLYG-18-004.03.18 03/29/2018 ERD(TST 6049) ASTM D1970 P45370.04.13 04/26/2013 NEMO(TST 6049) Wind Uplift 4L-PLYG-18-003.01.19 01/11/2019 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 NEMO(TST 6049) ASTM D6163 4S-PLYG-18-002.01.19-A 01/24/2019 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 NEM0(TST 6049) ASTM D6222 4S-PLYG-18-002.05.19-C 05/20/2019 ERD(TST 6049) ASTM D6164 P37590.03.13-3A 05/06/2013 NEM0(TST 6049) TAS 103 4S-PLYG-18-004.10.19-G 10/08/2019 ERD(TST 6049) ASTM D6509 P37590.03.13-1-R1 06/26/2013 NEMO(TST 6049) TAS 103 45-PLYG-18-004.10.19-1 10/08/2019 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.10.19-L 10/09/2019 ERD(TST 6049) ASTM D4601 P45940.09.13 09/04/2013 NEMO(TST 6049) TA5 103 4j-PLYG-I9-SSUDL-01.A 10/10/2019 ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 PRI(TST 5878) Tensile Adhesion PR101111 04/08/2002 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 PRI(TST 5878) TAS 103 PUSA-018-02-01 07/14/2003 ERD(TST 6049) 30/90 physicals P45270.05.14 05/12/2014 PRI(TST 5878) TAS 103 PUSA-035-02-01 09/29/2006 ERD(TST 6049) Tensile adhesion 6020.09.14-5 09/08/2014 PRI(TST 5878) TAS 103 PUSA-055-02-02 12/10/2007 ERD(TST 6049) Tensile adhesion 6020.09.14-6 09/08/2014 PRI(TST 5878) ASTM D6222 PUSA-061-02-02 01/28/2008 ERD(TST 6049) Tensile adhesion P46520.10.14 10/03/2014 PRI(TST 5878) ASTM D6164 PUSA-088-02-01 07/29/2009 ERD(TST 6049) ASTM D1970/D4798 P43290.10.14 10/17/2014 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization N32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 2 of 16 OMEMO I etc. Enti Examination Reference Date Enti Examination Reference Date ERD(T5T 6049) TAS 103 PLYG-SC7550.03.15 03/24/2015 Polyglass USA Materials Affidavit Polystick Compound 08/18/2011 UL(QUA9625) Quality Control Service Confirmation 09/13/2018 4. PRODUCT DESCRIPTION: Product Specification Plant(s) Description 4.1 Elastobase ASTM D6163 FL Fiberglass-reinforced,SBS modified bitumen base sheet 4.2 Elastobase P ASTM D6164 FL Polyester-reinforced,SBS modified bitumen base sheet 4.3 Elastoflex G TU M-D 13-004 PA Polyester-reinforced,modified bitumen tile underlayment FRSA/TRI April 2012 composed of a sand-surfaced SBS modified bitumen back- side and granule-surfaced APP modified bitumen top-side 4.4 Elastoflex S6 G ASTM D6164 FL Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TRI April 2012 4.5 Elastoflex S6 G FR ASTM D6164 FL Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TRI April 2012 4.6 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.7 HydraGuard Dual Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane,fiberglass reinforced,with a polyester fabric surface 4.8 HydraGuard Tile Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt TAS 103 waterproofing membrane,fiberglass reinforced,with a FRSA/TRI April 2012 polyester fabric surface 4.9 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet (FR) FRSA/TRI April 2012 4.10 Polyflex G ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet for FRSA/TRI April 2012 use as an alternate to Heat Applied"Cap Sheet"in the "Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or adhered tile roof systems 4.11 Polyflex G FR ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet for FRSA/TRI April 2012 use as an alternate to Heat Applied "Cap Sheet"in the "Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened tile roof systems 4.12 Polyflex SA P ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.13 Polyflex SA P FR ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI April 2012 4.14 Polyglass Base ASTM D6509 FL Fiberglass-reinforced,APP modified bitumen base sheet 4.15 Polyglass G2 Base Sheet ASTM D4601 AL Fiberglass-reinforced,asphaltic base sheet 4.16 Polystick IR-Xe ASTM D1970 FL, PA Nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface 4.17 Polystick MTS Plus TAS 103 FL, PA,TX Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane,glass fiber reinforced,surfaced with polyolefinic film surface NEMO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1129 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 3 of 16 ONEMOletc. 4. PRODUCT DESCRIPTION: Product Specification Plant(s) Description 4.18 Polystick MU-X ASTM D1970 FL, NV, PA Nominal 54-mil thick dual-layer rubberized asphalt (See Section 5.8) waterproofing membrane,fiberglass reinforced,with a polypropylene film surface 4.19 Polystick TU Max ASTM D1970 FL, PA,TX Nominal 60-mil thick rubberized asphalt waterproofing TAS 103 membrane with a 190 g/m2 polyester fabric surface FRSA/TRI April 2012 4.20 Polystick TU P TAS 103 TX Nominal 130-mil thick rubberized asphalt waterproofing FRSA/TRI April 2012 membrane,glass-fiber/polyester reinforced,with a granular surface 4.21 Sys fc Tilt> Plaa� ASTM D1970 FL, PA Nominal 80-mil thick rubberized asphalt waterproofing TAS 103 membrane,glass fiber reinforced,with a polyester fabric FRSA/TRI April 2012 surface 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO I etc.nor Robert Nieminen,P.E.are,in anyway,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this -evaluation combined_with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Wood Shakes Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate Elastobase Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) EIaStObaSe P Yes (Base Sheet net-ply system) (Base Sheet net-ply system) Yes Yes Yes Polyglass Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass G2 Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes HydraGuard Dual Pro Yes No No Yes Yes Yes HydraGuard Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) No Yes Yes Mule-Hide SA-APP Cap Yes Yes Yes (See 5.5.1) No Yes Yes Sheet(FR) Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SA P Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex SA P FR Yes Yes Yes (See 5.5.1) No Yes Yes Polystick IR-Xe Yes No No No Yes Yes NEMO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6m EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 4 of 16 OMEMO I etc. TABLE 1: ROOF COVER OPTIONS Wood Shakes Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate Polystick MTS Plus Yes Yes No Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes PolystickTU Max No Yes Yes (See 5.5.1) Yes No No Polystick TUP No Yes Yes (See 5.5.1) No No No Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS, Florida Product . Adhesive Approval Underlayments DAP Foam Touch'n Seal StormBond FL14506 Polystick TU Max or Polystick TU Plus Roof Tile Adhesive Dow TileBondT" FL22525 HydraGuard Tile Pro,Polyflex SA P,Polystick TU Max,Polystick TU P or Polystick TU Plus Elastoflex G TU,Elastoflex 56 G,HydraGuard Tile Pro,Mule-Hide SA-APP ICP Adhesives Polyset®AH-160 FL6332 Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex G,Polyflex SA P, Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule- ICP Adhesives Polyset®RTA-1 FL6276 Hide SA-APP Cap Sheet(FR),Polyflex G,Polyflex SA P,Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus 5.6 Allowable Substrates: TABLE 2-: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Substrates(designed to meet wind loads for project) Type Primer Material(s) Deck/ (Optional)ASTM D41 plywood,OSB,Southern Yellow Pine or Huber HydraGuard Dual Pro,HydraGuard Tile Pro, sheathing Engineered Woods"ZIP System"Panels ASTM D41 structural concrete Polystick(all variations), self- ASTM C1289 Type II Class 1 polyisocyanurate,ASTM Mule-Hide SA-APP Cap adhering Insulation (Optional)ASTM D41 C1289 Type V polyisocyanurate-composite,DensDeck Sheet,Mule-Hide SA-APP or WB-3000 Prime or SECUROCK Gypsum-Fiber Roof Board Cap Sheet(FR),Polyflex SA P or Polyflex SA P FR Base N/A ASTM D226 felt,Elastobase,Elastobase P or Mule-Hide Sheet Nail Base Deck ASTM D41 structural concrete Elastoflex G TU,Elastoflex Insulation (Optional)ASTM D41 DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board S6 G or Elastoflex S6 G FR hot asphalt Base ASTM D226 felt,Elastobase,Elastobase P,Mule-Hide Nail Sheet N/A Base or Polyglass G2 Base Deck ASTM D41 structural concrete Polyflex G or Polyflex G FR torch- Insulation (Optional)ASTM D41 DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board applied Base N/A Elastobase,Elastobase P,Mule-Hide Nail Base,Polyglass Sheet G2 Base or Polyglass Base Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5259-1129 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 5 of 16 ONEMO I etc. 5.6.1 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on or mortar-set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-52.5 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Joints: Min.4-inch wide strips of Elastoflex SA-V over all OSB joints Base Ply: Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #2 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #3 Maximum Design Pressure=-97.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1Y4"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #5 Maximum Design Pressure=-135 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS Plus,self-adhered. Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #6 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:HydraGuard Tile Pro, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #7 Maximum Design Pressure=-622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 6 of 16 OMEMO I etc. #8 Maximum Design Pressure=-30.0 psf*: Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #9 Maximum Design Pressure=-37.5 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #10 Maximum Design Pressure=-37.5 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #11 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt. #12 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #13 Maximum Design Pressure=-45 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #14 Maximum Design Pressure=-45.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. NEMO ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 7 of 16 ONEMOletc. #15 Maximum Design Pressure=-45.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #16 Maximum Design Pressure=-45.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or-Polyglass Base Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #17 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #18 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #19 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #20 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #21 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 8 of 16 ONEMOletc. #22 Maximum Design Pressure=-60.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #23 Maximum Design Pressure=-60.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSS sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #24 Maximum Design Pressure=-60.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #25 Maximum Design Pressure=-67.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied Underlayment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #26 Maximum Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate, parallel to the width direction of the sheet. Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Primer: (Optional)PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #27 Maximum Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width direction of the sheet. Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. NEMO ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 GP EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 9 of 16 OMEMO I etc. #28 Maximum Design Pressure=-67.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180"into the holes of the plate,parallel to the width direction of the sheet. Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #29 Maximum Design Pressure=-75 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates(AccuTrac),Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #30 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #31 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #32 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #33 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates,CMG#14 HD with OMG 3"Galvalume Steel Plates,CMG Roofgrip#14 with OMG Flat Bottom Plates(AccuTrac),Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #34 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. NEIVIO ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 10 of 16 ONEMOletc. #35 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #36 Maximum Design Pressure=-90.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #37 Maximum Design Pressure=-97.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #38 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #39 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #40 Maximum Design Pressure=-97.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #41 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEIVIO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#31455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 11 of 16 ONEMO I etc. #42 Maximum Design Pressure=-105.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #43 Maximum Design Pressure=-105.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180°into the holes of the plate,parallel to the width-direction of the sheet Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #44 Maximum Design Pressure=-105.0 psf: Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180'into the holes of the plate,parallel to the width-direction of the sheet Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Polyflex G,torch-applied. #45 Maximum Design Pressure=-112.5 psf: Decl<: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps Base Ply: Polystick MTS Plus,self-adhered Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #46 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #47 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. NEMO ETC,U.C. Evaluation Report P12060.02.09-1125 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 12 of 16 NMEMO I etc. #48 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c,at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional)Polystick MTS Plus,self-adhered. Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #49 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #50 Maximum Design Pressure=-127.5 psf: Deck: APA rated,19/32 CAT,0.578 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole. Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Polyflex G,torch-applied. 5.6.1.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.1.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. 'Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Maximum Exposure(days) Elastoflex G TU,HydraGuard Dual Pro,HydraGuard Tile Pro,Polystick MTS Plus,Polystick TU 180 Max,Polystick TU P or Polystick TU Plus Polystick IR-Xe or Polystick MU-X 90 Elastobase,Elastobase P,Polyglass G2 Base or Polyglass Base 30 180 Elastoflex 56 G,Elastoflex S6 G FR,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet (for adhesive-set tile) (FR),Polyflex G,Polyflex G FR,Polyflex SA P or Polyflex SA P FR UNLIMITED (for mechanically fastened roof prepared roof covers) 5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3,Note 1 of ASTM D197O-15,should be established as to slip resistance. NEMO ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1129 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 13 of 16 ONEMOletc. 5.9 Tile Slippage Limitations(FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10-tile stack 7:12 Lugged 8-tile stack(6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 HydraGuard Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12 Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polystick MTS Plus Flat 6-tile stack(4 over 2) 5:12 Lugged 6-tile stack(4 over 2) 4:12 Flat 6-tile stack(4 over 2)or 10-tile stack 7:12 Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12 Lugged 10-tile stack 6:12 Flat 6-tile stack(4 over 2) 6:12 Polystick TU P Lugged 6-tile stack(4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Elastobase,Elastobase P or Mule-Hide Nail Base: 6.3.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed and Polyglass published requirements. Elastobase,Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP,Polyflex SA P FR, Mule- Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR,torch applied. Roof cover limitations are those are those associated with the top-layer underlayment,as set forth in Table 1. 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System"from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.1 herein,coupled with FRSA/TRI April 2012(04-12)Installation Manual. NEMO ETC,LLC. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1129 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 14 of 16 OMEMO I etc. 6.4 HydraGuard Dual Pro,HydraGuard Tile Pro, Mule-;Hide SA-APP Cap Sheet,Mule-Hide SA-APP.Cap Sheet,(FR), Polyflex SA P, Polyflex SA P FR,Polystick IR-Xe,Polystick MTS Plus,Polystick MU-X,Polystick TU Max,Polystick TU P or Polystick TU Plus: 6.4.1 General: All seal-lap seams(selvage laps)must be firmly rolled with a in < accordance with Polyglass requirements to ensure full contact Yg q � •. , and adhesion. For HydraGuard Dual Pro and HydraGuard Tile Pro, align the edge of the top sheet to the end of the glue .'��'.f_• .��; pattern(the sheet will overlap the fabric). View of Ovelap Seam of HydraGuard Dual Pro and HydraGuard Tile Pro 6.4.2 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D197O(except Polystick TU P) underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed and Polyglass published requirements. 6.4.3 Tile Applications(excludes HydraGuard Dual Pro,Polystick IR-Xe and Polystick MU-X): Shall be installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI April 2012(04-12)and Polyglass published requirements. For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.1 herein. 6.4.4 Multi-Ply Underlayment Systems: Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P or Polystick TU Plus is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus is allowable for use under adhesive-set tile systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex G.TU,Elastoflex S6 G or Elastoflex S6 G FR: 6.5.1 Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System" from FRSA/TRI April 2012(04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D638O,Class M)in the"Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D638O, Class M) in the "Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened the roof systems or the Hot Asphalt applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems. NEMO ETC,U.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 15 of 16 ONEMOjetc. 6.5.2 For hot-asphalt-applications,Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the substrates noted in Table 2. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide,off-set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or Polyflex G FR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04- 12)beneath mechanically fastened or adhered tile roof systems(Refer to Table 2 for base sheet options). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012 (04-12)beneath mechanically fastened tile roof systems(Refer to Table 2 for base sheet options). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Table 2. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide,off-set minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012(04-12)must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail-boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. Refer to Section 4 herein for product&production locations having met codified physical properties specifications. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- NEW ETC,I.I.C. Evaluation Report P12060.02.09-R25 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R29 Polyglass Roof Underlayments;(954)233-1230 Revision 25:10/14/2019 Page 16 of 16 TOTAL HOME 1336 Clakfield Dr. Brandon, FI 33511 Phone#(813) 374-9257 License#CCC1330489 03/05/2021 Dear City of Zephyrhills Building Department, I,Robert Donovan, grant access to Yesenia Leon,Maria C Angel,Logan Briggs and Robert Comer to submit permits on my behalf. Best regards, This foregoing instrument was acknowledged before me this 5 day of MotrW 2021 by Robert Donovan, o is personally known tom or has produced (type of identification) as identification. Nota Public, State of Florida YESENIALEON Notary Nata Public-State of Florida �� a= Commission 7 GG 317536 My Comm,Expires Mar 28,2023 Bonded through National Notary Assn. I i i s City of Zephyrhills 5335 81h St Zephyrhills FL 33542 (813)780-0020 ;y ROOFING INSPECTION AFFIDAVIT Permit"IVo::-d�0.-oo i 62if�7.0�� i 1, obe�rk Q)nn'_'Jcn licensed under Chapter 468,Florida Statutes as a(n): Contractor ✓Engineer Architect_Building Inspector License No. c r•c.133oyi On or about -3 2 9 '1.0 2-1 diApersonally inspect the: Check: Roof Deck Nailing Dry in Flashing and Drip edge V 1 i I Check which was used: 30#felt Peel and Stick ✓ Other(List) PC&c y,'IAj At the following address: 514o lJ ���. 2�.r�1r,�,cti�t�5 FL �3 Based upon that examination,I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual ,Based on Section 553.844, Florida Statutes). Signature: STATE OF FLORIDA $Clb *wk AngelCOUNTY OF PASCO o� �NoUrV Public SS a of FloridaSworn to and subscribed before this day ?Cmm#HH0779% Ekplres 1/6/2025 BY: j Notary Public State of Florida