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Home My WebLink AboutBuilding Permit Application All APPLICABLE INFO UST BE COMPLETED FOR APPLICATION TO BE ACCEPTED J Date: ! ' Permit Number: 1 RECMVED �40 LIU�Il� JUL 2021 0 P1 .) Building Permit Application �'ft��n`� fternitHng Planning and Development Services Building and Code Regulation Division Commercial Residential 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax: (772)462-1578 PERMIT APPLICATION FOR: PROPOSED IMPROVEMENT LOCATION: Address: 17-Z de rl L Property Tax ID#: ( - a v� ' 001)1 '- 1)00- ,7 Lot No. Site Plan Name: I , ,►n Block No. Project Name: � 14,h Ides-)' et ri ce, DETAILED DESCRIPTION OF'WORK: / II .S-I/ c-vv,Q . iVeAAr New Electrical Meter Second Electrical Meter CONSTRUCTION INFORMATION: Additional work to be performed under this permit-check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Do o _Pond _Electric _Plumbing _Sprinklers _Generator Roof Pitch Total Sq. Ft of Construction: ® � Sq. Ft. of First Floor: �1 o� Cost of Construction:$ 4s-100 o. Utilities: —Sewer _Septic Building Height: OWNER/LESSEE: CONTRACTOR: a' O r) Name 9'Yr) % J-� Name: Address:O L/SGj i bble nkz hr • N bJ Company:-06t,011,441n " City: Ida i M 4vnm State:W Address: ItpolS'- /VW /-C C Zip Code: Fax: City: K L State- r-E, Phone No. Zip Coder yqrZ Fax: � •�� 7 E-Mail: Phone No - Fill in fee simple Title Holder on next page(if different E-Mail--7-. from the Owner listed above) State or County License Ccc 03� If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls, signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney fore commencing work or recording our Notice of Commencement. Sig a r of w r/Lessee/Contractor as Agent for Owner lgnatur Contractor/Lice e I er STATE OF FLORI A STATE OF FLORID COUNTY OF�- W COUNTY OF �'4-e1 Sxu6rn to(or affirmed)and subscribed before me of Swoyn to(or affirmed)and subscribed before me of sical Presence or Online Notarization % P ysical Presentee or Online Notarization this ay of 2020 by thisMaay of ✓k 2024 by 1 Name of person mak"n tatement. / Name of person making stat ent. Personally Known OR Produced Identification V/ Personally Known v/ OR Produced Identification Type of Identi cation ,/ /,� Type of Identification Produced IU c,�h Produced tgna ure of Nota (Signature of Notar Publi - ;oii?voye JENNIF RDAVIS Commission No. :,; MY COMM;3 I� #GG 953418 ;otP�:�yc;' JENNIFER DAVIS Commission N .:_ s. EXPIRE a ary 29,2024 :* *, MISSION#(C@$)418 Bonded Thru Notary Public Underwriters . :,e EXPIRES:February 29,2024 %•. P: I-am Public I In PDAtprc; REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. NOTICE OF COMMENCEII<ENT To be completed when construction value;exceeds$2,500.00 PERMIT# TAX FOLIO# 1 4509-807-0009-000-4 STATE OF FLORIDA COUNTY OF: ST LUCIE I The undersigned hereby gives notice that improvement-will be made to certain real prop!erty,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement II LEGAL DESCRIPTION: OAKS AT INDIAN RIVER LOT 6—122 EDEN CREEK;LANE JENSEN BEACH GENERAL DESCRIPTION OF IMPROVEMENT: RE-ROOF j OWNER INFORMATION OR LEESEE INFORMATION IF,THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name:TRACI D.SMITH JEFFREY C.SMITH Phone: Address: 9459 NW COBLENTZ AVENUE UNIONTOWN OH 44685 Interest in property: Owner i Name and address of fee simple titleholder if different from Owner listed above):( bo e). � CONTRACTOR'S NAME:CARDINAL ROOFING&SIDING COMPANY INC i Phone No:772-335-9550 Address: 1601 SE S.NIEMEYER CIRCLE.PORT ST LUCIE FL 34952 f SURETY COMPANY(if applicable,a copy of the payment bond is attached): Name and address: ;U o T w n mx1r_n a— r) Phone No.: Bond.Amount:f �O�m�m LENDER'SNADIE: Phone No.: v_O�c� Address: Z Q0 0 m c�$Nmz i �cng Persons within the State of Florida designated by Owner upon who �, y m notices or other documents may be served as provided o z r 713.13(1)(a)7.,Florida Statutes: m N Name: 8 z o n Address: i Phone No.: rn j m N .X fJ � In addition to himself or herself,owner designates G)N 'n of O 1 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statues. m Phone number of person,or entity designated by Owner: j 0 A 0 i c Expiration date of Notice of Commencement: 0 1 (the expiration date may not be before the completion of construction and final payment to the contractor,but will be,l year, c recording unless a different date is.specified): z i 1 WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF CO ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART 1.SECTION 713.13.FLORIDA STATUTES AN] RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY:A NOTICE OF COMMENCEMENT 11 RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FIN) CONSULT WITH-YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under penalty of perjury, ecl a that I have r d foregoing and that the facts Stated are true to the best of my knowledge and belief. $ �1 � ! ' Si nature of O. ne r e or O ner s or Less e s Authorized Officer/Direetor/Partner/Manager/Attorney-in-fact OWNER-'.. j. .. Signat,90FY s ni'tle/Office r Y L= 7 Theforegomg instrument;t as,ac�Cgowledged before me this day of TZ1 it e 20 Z �^Yj�h1rGI 9s.�rn�f,1� as OWNe•'R— for n�Nantf,,bf p Type of authority-(e.g.office,trustee) Party on behalf of whom instrument was executed Personally K -?! fs:Si na Ynown or produced identification X i tA Type of Identification Produced 1'rint,5 p:Cnjjinissioned Name of Notary) I` i Vp i T:IBLDIBI °orms�Ney��lpplicationsli orms\Notice Of Commencement.Docx Rev.9/15/11 ,` c,1. ;. 2,1 i { ST. LUCIE WORKS Aille CO��' REVED FOR Section A(General Information) CODE COMPLIANCE Master Permit No. PSIS CIE COUNTY fJ Q CC N/ 2f Contractors Name: 1 Qiti�l a� y.. �L' License# C CC 03 ZSI Job Address `h • .�rQrnosry� FL. ROOF CATEGORY ❑Low Slope E3 Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles xyetal Panel/Shingles Mood Shingles/Shakes Prescriptive BUR-RAS 150 ROOF ROOF TYPE ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering .ROOF SYSTEM INFORMATION ",p H010 � Low Slope Roof Area(SF) Steep Sloped Roof Area (SF) 7 0�� Total (SF) / U y V Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 6S � AM OF 37' 6 r a �� <. �,, "�:�` e_ .r' ST. LUCIE :WORKS File Copy Pq CODE COMPLIANC ST. LUCIE COO INT'V Section D (Steep Slope Roof System) 1B0C ( Roof System Manufacturer: "� • Notice of Acceptance Number: FL . I702-2 . � Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1: Zone 2e: one 2n:-Zone 2r: Zone 3e: Zone 3r: \Der-kTy ythdilt [.Roof Sbpe n A-Nmer 1 �-Ridge-vowat oNFWener Type Spaemg: 1-y 'S •N ,o�,-,�I` ,s (, -0 C. adhesive Type: F q T 'e=Ga Sheep YP.. Mean Rod Height: 2Z' i�iaof•Gzvedngi •26 6 rR• S-� Types&.Sine Drip Edge: s ue, S #loo- �i 6C• F�11 File, C®y)v Phone: 954-784-2941 ederal ® 7-�51�Qv E-Fax: 954-784-7875 o r admin@fed-eng.com .ngineering RE �R www.fed-eng.com ®nesting, Inc. ST. '. CIE COUNTY DATE: 7/7/21 CC7 eY o.: 21RO551 CLIENT: Cardinal Roofing and Siding of Florida ADDRESS: 1601 S E South Niemeya Circle,• Port St Lucie,FL 34990 PROJECT: Jeffrey Smith ADDRESS: 122 Eden Creek Lane; Jensen Beach,FL 34957 1 ASCE 7-16 DESIGN PRESSURE CALCULATIONS In Accordance with Chapter 30,Part I Proiect Information: Sloped Wood Deck Roof Height= 24' Exposure: D Ultimate Windspeed: V,,i= 170 mph Length= 60' Category: H Basic Windspeed: Vnd = 132 mph Width= 50' Slope: 8:12 KZ= 1.11 Kd=0.85 Design Calculations: Velocity Pressure: q = 0.00256*[(1.11)(0.85)(1.00)(1.00)(132)2] =42.1 psf Width of Pressure Coefficient Zone: 0.1(50') = 5.0' 0.4(24') = 9.6' } use: a= 5.0' Effective Wind Area: <10ft2 For parapet height three feet(3')or larger,zone three(3)can be treated as zone two(2)(ASCE7-16). External Pressure Coefficient: Internal Pressure Coefficient 1) GCP1 = -1.8 1) GCPi = 0.18 2e) GCP2e = -1.8 2r) GCP2r = -1.8 2n) GCP2n = -2.0 3r) GCP3r = -2.0 3e) GCP3e = -3.2 Design Pressures: 1) Field P1 = 42.1*(-1.8-0.18)= -83.3 psf 2e) Perimeter Ridge: P2e= 42.1*(-1.8-0.18)= -83.3 psf 2r) Perimeter Eave : P2r= 42.1*(-1.8-0.18)= -83.3 psf 2n) Perimeter Gable: P2n= 42.1*(-2.0-0.18)= -91.7 psf 3r) Comer Ridge P3r= 42.1*(-2.0-0.18)= -91.7 psf 3e) Comer Eave P3e= 42.1*(-3.2-0.18)= -142.2 psf MIAMI- F D R7T QME (ad N AASMO R78AcaMt.�. // _.0101 Approved Laboratory Page 2 122 Eden Creek Lane ? Jensen Beach,FL Based on RAS-133 and F.L. #17022.1, the following are our recommended VMAX 5V Crimp Exposed Seam Roof Panels attachment requirements using#10 x 1.5" screw fasteners with sealing washers: Zone 1: 12" - 12"pattern at 16" o.c. (Method B) Zone 2e: 12" - 12"pattern at 16" o.c. (Method B) Zone 2r: 12" - 12"pattern at 16" o.c. (Method B) Zone 2n: 12" - 12"pattern at 16" o.c. (Method B) Zone 3r: 12" - 12"pattern at 16" o.c. (Method B) Zone 3e: 12" - 12"pattern at 6" o.c. (Method D) Notes: All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and the Florida Building Code 2020 edition. Wind load calculations based on ASCE 7-16 and information provided by client. All work shall be inspected by our field engineer or city inspector to verify compliance with specifications. ` Sincerely;''`;:, Kei%i ; ek3lanca`F.E: 717 Z _ %Federal Engi�eei-ing Testing,Inc. R 'Flor13a Reg'No. 59394 Certificate of.A #5471 �; - - '-Miami-Dadetounty Certification#21-0201.02 _ 7 7i •. MIAMI (a"�c' -=ME F D [an�`snr�o RranoQ,o�e�_v, ° �!a— �J _.�� Approved Laboratory N 1 pp AA c BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts 1 Publications ( Contact Us BCIS Site Map I Links i Search (Zpr a File Copy R L�:-, .�� Product Approval USER:Public User 5 Product Approval Menu>Product or Application Search>Application List>Application Detail R Ee _ ,H6iM16+ WW' . FL# FL R8 CODE COMPLIANCE Application Type Revisionvision ��++ Code Version 2020 ST. L CIE Co � Application Status Approved Comments Archived LL Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 rchard@emfab.net 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 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally, PE Validation Checklist- Hardcopy Received Certificate of Independence FL17022 R8 COI 269a VMAX plywood.pdf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 10/05/2020 Date Validated 10/12/2020 Date Pending FBC Approval 10/25/2020 Date Approved 12/15/2020 Date Revised 12/16/2020 Summary of Products FL# Model, Number or Name Description 17022.1 01: 26ga VMax on Plywood 26ga (min) VMax 5V panel with 24" coverage on 15/32" (min) plywood or 3/4" (min) thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R8 II 26ga VMAX plywood.pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-228 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga VMAX plywood.pdf Created by Independent Third Party: Yes 17022.2 02: 032 Aluminum VMax on Plywood Nominally 0.032" aluminum (or thicker) VMax 5V panel with 21"coverage on 15/32" (min) plywood or 3/4" (min) thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R8 II 032 VMAX 21in plywood.pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-168.5 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 032 VMAX 21in plywood.pdf Created by Independent Third Party: Yes 17022.3 03: 26ga VMax on Plywood 26ga (min) VMax 5V panel with 24"coverage on 15/32" (min) plywood or 3/4" (min) thick wood plank. Option for fasteners in the flats and in the ribs. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R8 II 26ga VMAX plywood flats.pdf Approved for use outside HVHZ:Yes . Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-114.25 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga VMAX plywood flats.pdf Created by Independent Third Party: Yes 17022.4 04: 26ga CorMax on Plywood 26ga (min) CorMax corrugated panel with 29.5"coverage on 15/32" (min) plywood or 3/4" (min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17022 R8 II 26ga CorMax Plywood HVHZ.pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga CorMax Plywood HVHZ.pdf Created by Independent Third Party: Yes 17022.5 05: 26ga CorMax on Battens 26ga (min) CorMax corrugated panel with 29.5" coverage on 2x4 (min) battens. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R8 II 26ga CorMax Battens.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga CorMax Battens.pdf Created by Independent Third Party: Yes Sack 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 3 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: ® e'Chsck r Credit Card Safe (Jj• ' vt�� } � i x1 � Y Yi��M I `� k' `mot 1,7022 101 R 8 ffi 13 EXTREMEMETAL FABRICATORS SKILLED CRAFTERS OF METAL ROOFXNG SYSTEMS, 26ga ( min ) VMAX over 15/32" ( min ) plywood Extreme Metal Fabricators 2120 SW Poma Dr I Palm City FL 34990 Product Description 5V Crimp style exposed fastener panel with 24" max coverage and nominal rib height of 3/811. Product Material 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where required Fastener #9 or #10 x 1.5" fastener with sealing washer Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE m T• I berlake Cove, LLC 3324 W Univ Ave #206 i Gainesville FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com N TE ]9 F�-2020 1 O:o i — No.81377 _ � �00 08 33+01'00_ S-)3 4 Q STATE OF e� "tORIOP.•' �S /ONAL signed 'datecopies . .. •. and sealed and the signature,must be verified on any .. • Ex posed Sea r.x r Underlayment: Comply with local building code or FBC 1507.1.1 where required. Slope: Comply with local building code or FBC 1507.4.2 where required. Re-Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads & Installation Requirements: Method A: #9 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 86 PSF Method B: #10 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 93.5 PSF Method C: #10 x 1.5" fastener in 12"-12" pattern at 8" o.c.: 101 PSF Method D: #10 x 1.5" fastener in 12"-12" pattern at 6" o.c.: 228 PSF A factor of safety of 2 has been applied. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As referenced in FL 17022.01-R7 Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ) as required by FL Rule 61G20-3, method 1D. This product as described has been tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: • Enclosed and conforms to wind-borne debris provisions and is a regular shaped building • Is not subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Exclusions and Limitations: .Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. GTORS. �.'$ S '. 0 X, twt i t "Y�, � -��', ;'a� � � �'z.�Sk �.,t,� �'TS'•''�'s,^ r'�s.�,.; '^� ?-k c€'�� ' �'�y°f t'; �a, ?Idr ,i ,g�gy �`Y"a h• &, � '.�8 L � "E 'i xr q�� 5,.* s �� ' Y��><,"�" M a'y��' `..�,`. � � u��` Instructions: Select the appropriate load table that applies to the structure in question. 2 Determine the design wind speed for the project 2 3 location. 2 1 1 2 Use the attachment method indicated for that 2 1 windspeed within each roof zone. 2 2 3 a 2 1 2 2 3 a NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken 2 for each zone and reported using the standard zones 2 1 1 2 1-2-3: 2 Zone 1 includes zones 1 and 1' a I3 3 a Zone 2 includes zones 2e, 2r, and 2n �-1aL HIPROOF GABLEROOF �aL f Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple a:10%OF LEAST HOIZONTAL DIMENSION OR 0.4H,WHICHEVER IS SMALLER,BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 0FT(OSHA scheme, at the expense of some design efficiency. OR AS DETERMINED BY DESIGN OR OTHER AF4 IWILE CODE Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A: METHOD B: METHOD C: METHOD D: #9 AT 16"O.C. ##1l)AT 16"O.C. #10 AT 8"O.C. #10 AT 6"O.C. r —12"(NOM) 12" (NOM) -� NR: NOT RATED. CONSULT DESIGN PROFESSIONAL AS NEEDED Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof,or gable/hip roof with max slope of 12:12 Have either a flat roof,or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17022.01: 26 a 5V Crimp on 15/32" ghLAXood FL17022.01: 26 a 5V Crimp on 15/32" I wood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 1 I "A A A A A A A Zone 2: A A A A A 'TA A A F jC D FOMY, Zone 2: A A A A CDC=� Zone 3: A A A A A A i B CD� D .p r~ tq 5n Zone3: ,A A A l ;C„ D D ,. Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof less than 70,hip roof with Have either a flat roof less than 7°,hip roof with max slope of 12:12,or gable roof with slope between 4.4:12&12:12 max slope of 12:12,or gable roof with slope between 4.4:12&12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17022.01: 26 a 5V Crimp on 15/32' pl ood FL17022.01: 26 a 5V Crimpon 15/32" plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: ; A A A A A A A A A A A Zone 1: A A A A A A A l B C Zone 2: A A A A A . A A A _A .B. C - Zone 2: A A A. _A A B Zone 3: A A A A A A A B �SD ® �®' Zone 3: 3 A A A B D =< - s - e C r• , � �k � 'V' "v 3„serpp�, u.1. q Lw^+ �.w 31-1 MAN. BCIS Home i Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications 1 Contact I to Map I Links Search Florida File Copy Product Approval c,, ` - USER:Public User REVIEWED FUH ProductApproval Menu>Product or Application Search>Application List>Application Detail CODE (COMPLIANCE a a FL# FLvision . "� 31 ST L CIE COUNTY Application Type Revision Code Version 2020 11�®OCC Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext242 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 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen 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 (s Validation Checklist- Hardcopy Received Certificate of Independence FL5259 R31 COI 2020 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4798 2011 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 FM 4474 2011 FRSA/TRI, Sixth Edition 2018 UL1897 2015 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/22/2020 Date Validated 10/26/2020 Date Pending FBC Approval 11/01/2020 Date Approved 12/15/2020 Date Revised 12/21/2020 Summary of Products FL# Model, Number or Description Name 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 R31 II 2020 09 30 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ: Yes R31.g_df 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 R31 AE 2020 09 30 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- underlayment system for use in tile roof R31.pdf systems. Refer to ER Section 5.8.3 for other Created by Independent Third Party: Yes systems and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Neut 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 atatement::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: w ® eIIheck Credit Card Safe E MEMO ! Etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT Polyglass USA, Inc. Evaluation Report P12060.02.09-1127 1111 West Newport Center Drive FL5259-1131 Deerfield Beach, FL 33442 Date of Issuance:02/24/2009 (954)233-1330 Revision 27:09/30/2020 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 7th Edition (2020) 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 and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEIVIO ETC,LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Florida Product Approval Number (FL#) preceded by the words "NEMO I 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 17. Prepared by: , ��.......... Robert J.M. Nieminen, P.E. Florida Registration No.59166,Florida DCA ANE1983 %'1.i n" The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 09/30/2020.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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 ETC,LLC 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. 5. This is a building code evaluation. Neither NEMO ETC, LLC 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 ONEMO etc. ROOFING COMPONENT EVALUATION: 1. C. 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 71h Edition (2020) 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. DA•D Section Property Standard'' Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2015 1507.1.1/R905.1.1 Material standard ASTM D226 2009 1507.1.1,1507.2.4,1507.2.9.2/ Material standard ASTM D1970 2015 R905.1.1,R905.2.8.2 1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018 1507.11.2/R905.11.2 Material standard ASTM D6163 2015 1507.11.2/R905.11.2 Material standard ASTM D6164 2011 1507.11.2/R905.11.2 Material standard ASTM D6222 2011 1507.11.2/R905.11.2 Material standard ASTM D6509 2015 TAS 110 Accelerated Weathering ASTM D4798 2011 3. 'REFERENCES: Ent Examination Reference Date Entity Examinatwn Reference _ Date _ ... - to ERD(TST 6049) Wind Uplift 11757.08.01-1 _ 08/13/2001 ERD(TST 6049) 30/90 physicals PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) TAS 103 PLYG-SC12115.08.17 08/08/2017 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) TAS 103 PLYG-SC13035.08.17 10/31/2017 ERD(TST 6049) ASTM D1970 P5110.04.07-1 04/11/2007 FM(TST 1867) Wind Uplift 3004091 01/12/2000 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ICC-ES(EVL 2396) IBC Compliance ESR-1697 04/01/2019 ERD(TST 6049) Wind Uplift P30540.11.09-111 11/30/2009 M-D(CER 1592) HVHZ Compliance NOA 17-0614.22 07/06/2017 ERD(TST 6049) Tensile Adhesion P11030.11.09-1 11/30/2009 MTI(TST 2508) ASTM D4798 JX20H7A 04/01/2008 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 NEMO(TST 6049) ASTM D1970 4-PLYG-18-004.03.18 03/29/2018 ERD(TST 6049) ASTM D4977 P13030.11.09-3 11/30/2009 NEMO(TST 6049) Wind Uplift 4L-PLYG-18-003.01.19 01/11/2019 ERD(TST 6049) ASTM D1970 P33360.06.10 06/25/2010 NEMO(TST 6049) ASTM D6163 4S-PLYG-18-002.01.19-A 01/24/2019 ERD(TST 6049) TAS 103 P33370.03.11 03/02/2011 NEMO(TST 6049) ASTM D6222 4S-PLYG-18-002.05.19-C 05/20/2019 ERD(TST 6049) Tensile Adhesion P33370.04.11 04/26/2011 NEMO(TST 6049) ASTM D1970 4j-PLYG-I9-5SUDL-00.A 09/10/2019 ERD(TST 6049) ASTM D1970 P37300.10.11 10/19/2011 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.10.19-G 10/08/2019 ERD(TST 6049) TAS 103 P40390.08.12-1 08/06/2012 NEM0(TST 6049) TAS 103 4S-PLYG-18-004.10.19-1 10/08/2019 ERD(TST 6049) Tensile Adhesion P40390.08.12-2 08/07/2012 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.10.19-L 10/09/2019 ERD(TST 6049) Tensile Adhesion C41420.09.12-3 09/11/2012 NEMO(TST 6049) TAS 103 4j-PLYG-I9-SSUDL-01.A 10/10/2019 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.12.19-F 12/18/2019 ERD(TST 6049) ASTM D1970 P45370.04.13 04/26/2013 NEMO(TST 6049) TAS 103 4j-PLYG-I9-SSUDL-02.A 01/02/2020 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 NEMO(TST 6049) ASTM D1970 4S-PLYG-18-004.01.20.H 01/14/2020 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 NEMO(TST 6049) ASTM D1970 4S-PLYG-18-004.01.20.K 01/14/2020 ERD(TST 6049) ASTM D6164 P37590.03.13-3A 05/06/2013 NEMO(TST 6049) TAS 103 4S-PLYG-18-004.01.20.A 01/16/2020 ERD(TST 6049) ASTM D6S09 P37590.03.13-1-R1 06/26/2013 NEMO(TST 6049) ASTM D6164 4S-PLYG-18-004.01.20.B 01/16/2020 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 NEMO(TST 6049) ASTM D6222 4S-PLYG-18-002.12.19-K-R1 01/07/2020 ERD(TST 6049) ASTM D4601 P45940.09.13 09/04/2013 NEMO(TST 6049) TAS 103 PLYG-SC15855.05.20.A 05/29/2020 ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 NEMO(TST 6049) TAS 103 4j-PLYG-20-SSUDL-01 07/06/2020 ERD(TST 6049) Wind Uplift P11781.11.03-RS 11/26/2013 NEMO(TST 6049) ASTM D6222 4q-PLYG-I9-SSMBB-05.A 07/23/2020 ERD(TST 6049) 30/90 physicals P45270.05.14 05/12/2014 NEMO(TST 6049) ASTM D4798/1)1623 4j-PLYG-I9-SSUDL-05.A 09/10/2020 ERD(TST 6049) Tensile adhesion 6020.09.14-5 09/08/2014 NEMO(TST 6049) ASTM D1970 4j-PLYG-20-SSUDL-05.A 09/30/2020 ERD(TST 6049) Tensile adhesion 6020.09.14-6 09/08/2014 NEMO(TST 6049) TAS 103 4j-PLYG-20-SSUDL-05.0 09/30/2020 ERD(TST 6049) Tensile adhesion P46520.10.14 10/03/2014 NEMO(TST 6049) TAS 103 4j-PLYG-20-SSUDL-11 09/30/2020 NEMO ETC,I.I.C. Evaluation Report P12060.02.09-1127 Certificate of Authorization N32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 2 of 17 ONEMO I etc. Enti Examination Reference Date Entity Examination Reference Date ERD(TST 6049) ASTM D1970/D4798 P43290.10.14 10/17/2014 PRI(TST 5878) Tensile Adhesion PRIO1111 04/08/2002 ERD(TST 6049) TAS 103 PLYG-SC7550.03.15 03/24/2015 PRI(TST5878) TAS 103 PUSA-018-02-01 07/14/2003 ERD(TST 6049) Tensile adhesion P40390.04.15 04/03/2015 PRI(TST5878) TAS 103 PUSA-035-02-01 09/29/2006 ERD(TST 6049) TAS 103 P44360.10.14-R1 05/18/2015 PRI(TST5878) TAS 103 PUSA-055-02-02 12/10/2007 ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 PRI(TST5878) ASTM D6222 PUSA-061-02-02 01/28/2008 ERD(TST 6049) ASTM D1970 PLYG-SC10130.06.16-1 06/27/2016 PRI(TST 5878) ASTM D6164 PUSA-088-02-01 07/29/2009 ERD(TST 6049) Tensile adhesion PLYG-SC10130.06.16-2 06/27/2016 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 ERD(TST 6049) TAS 103 PLYG-SC10130.06.16-3 06/27/2016 Polyglass USA Materials Affidavit Polystick Compound 08/18/2011 ERD(TST 6049) ASTM D3970/D4798 PLYG-SC8080.07.16 07/16/2016 UL(QUA9625) Quality Control Service Confirmation(FL) 09/13/2018 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 UL(QUA9625) Quality Control Service Confirmation(TX) 11/07/2019 ERD(TST 6049) TAS 103 PLYG-SC13040.12.16 12/27/2016 UL(QUA9625) Quality Control Florida BCIS Current oe1401 t o Product Material Standard 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 S6 G ASTM D6164 FL, PA Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TRl 09-18 4.4 Elastoflex S6 G FR ASTM D6164 FL Polyester-reinforced,SBS modified bitumen cap sheet FRSA/TR109-18 4.5 HydraGuard Dual Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane,fiberglass reinforced,with a polyester fabric surface 4.6 HydraGuard Tile Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt FRSA/TRI 09-18 waterproofing membrane,fiberglass reinforced,with a polyester fabric surface 4.7 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRl09-18 4.8 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet (FR) FRSA/TRI 09-18 4.9 Polyflex G ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet for FRSA/TRI 09-18 use as an alternate to Heat Applied"Cap Sheet"in the "Two Ply System"from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition beneath mechanically fastened or adhered tile roof systems 4.10 Polyflex G FR ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet for FRSA/TRI 09-18 use as an alternate to Heat Applied "Cap Sheet"in the "Two Ply System"from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition beneath mechanically fastened tile roof systems 4.11 Polyflex SA P ASTM D6222 FL,TX Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRI 09-18 4.12 Polyflex SA P FR ASTM D6222 FL,TX Polyester-reinforced,APP modified bitumen cap sheet FRSA/TRl09-18 4.13 Polyglass Base ASTM D6509 FL Fiberglass-reinforced,APP modified bitumen base sheet 4.14 Polyglass G2 Base Sheet ASTM D4601 AL Fiberglass-reinforced,asphaltic base sheet NEIVIO ETC,I.I.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization N32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 3 of 17 OMEMO etc. PRODUCT14. Product Material Standard 7714 t(s) Description 4.15 Polystick IR-Xe ASTM D1970 FL, PA,TX Nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface 4.16 Polystick MTS Plus ASTM D1970 FL, NV, Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI 09-18 PA,TX membrane,glass fiber reinforced,surfaced with polyolefinic film surface 4.17 Polystick MU-X ASTM D19701 FL,NV, PA Nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane,fiberglass reinforced,with a polypropylene film surface 4.18 Polystick TU Max ASTM D1970 FL, PA,TX Nominal 60-mil thick rubberized asphalt waterproofing FRSA/TRI 09-18 membrane with a 190 g/m2 polyester fabric surface 4.19 PolystickTU P FRSA/TRI 09-18 FL, PA,TX Nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced,with a granular surface 4.20 PolystickTU Plus ASTM D1970 FL, PA,TX Nominal 80-mil thick rubberized asphalt waterproofing FRSA/TRI 09-18 membrane,glass fiber reinforced,with a polyester fabric surface 4.21 Polystick XFR ASTM D1970 NV,TX Nominal 80-mil thick rubberized asphalt waterproofing FRSA/TRI 09-18 membrane,glass fiber reinforced,surfaced with a textured film surface 5.1 This is a Building Code Evaluation. Neither MEMO ETC,LLC 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. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.e., Broward and Miami-Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Polyglass Roof Underlayments may be used with any prepared roof cover where the productJs 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. I 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 D1970-15,should be established as to slip resistance. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-1127 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 4 of 17 ONEMO etc. 5.6 Allowable Roof Covers: TABLE 1: ROOF"COVER OPTIONS Clay and Concrete Tile' Metal Slate or wood Underlayment Shingles Asphalt (1507.3) Slate-Type Mechanical Adhesive- Panels Shingles Shingles Shingles (150Z2J : Attach Set (1507.4) (1507.5) (150Z7) (isoZ s) Shakes(150Z9) Yes Yes Yes Yes Yes Yes Yes Yes Elastobase (Alternate to (as Base Sheet, (as Base Sheet, (Alternate to (Alternate to (Alternate to (Alternate to D226, (Alternate to D226, D226,Type II) See 5.8.3) See 5.8.3) D226,Type II) D226,Type II) D226,Type II) Type II) Type II) Yes Yes Yes Yes Yes Yes Yes Yes Elastobase P (Alternate to (as Base Sheet, (as Base Sheet, (Alternate to (Alternate to (Alternate to (Alternate to D226, (Alternate to D226, D226,Type II) See 5.8.3) See 5.8.3) D226,Type II) D226,Type ll) D226,Type II) Type II) Type II) Yes Yes Polyglass Base No (as Base Sheet, (as Base Sheet, No No No No No See 5.8.3) See 5.8.3) Yes Yes Polyglass G2 Base No (as Base Sheet, (as Base Sheet, No No No No No I See 5.8.3) See 5.8.3) Elastoflex S6 G No Yes Yes No No No No No (See 5.6.1) Elastoflex S6 G FR No Yes No No No No No No Yes Yes HydraGuard Dual Pro Yes No No Yes Yes Yes (joint strips,1507.1.1.3 (joint strips,1507.1.1.3 /R905.1.1.3) /R9D5.1.1.3) Yes Yes Yes HydraGuard Tile Pro Yes Yes Yes Yes Yes (See 5.6.1) (loins strips,1507.1.1.3 (Joint strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) Mule-Hide SA-APP Cap Sheet No Yes Yes No No No No No (See 5.6.1) Mule-Hide SA-APP Cap Sheet(FR) No Yes Yes No No No No No (See 5.6.1) Polyflex G No Yes Yes No No No No No (See 5.6.1) Polyflex G FR No Yes No No No No No No Polyflex SA P No Yes Yes No No No No No (See 5.6.1) Polyflex SA P FR No Yes Yes No No No No No (See 5.6.1) Yes Yes Polystick IR-Xe Yes No No No No Yes (joint strips,1507.1.1.3 (joint strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) Yes Yes Polystick MTS Plus Yes Yes No Yes Yes Yes (joint strips,3507.1.1.3 (joint strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) Yes Yes Polystick MU-X Yes No No Yes Yes Yes ((oint strips,1507.1.1.3 Uoin[strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) Polystick TU Max No Yes Yes Yes Yes No Yes Yes (See 5.6.1) (loint strips,1507.1.1.3 (Joint strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) Polystick TU P No Yes Yes No No No Yes Yes (See 5.6.1) (joint strips,1507.1.1.3 (joint strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) Yes Yes Yes Polystick TU Plus Yes Yes Yes Yes Yes (See 5.6.1) Uoint strips,1507.1.1.3 (joint strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) Yes Yes Polystick XFR Yes Yes No Yes Yes Yes (joint strips,1507.1.1.3 (joint strips,1507.1.1.3 /R905.1.1.3) /R905.1.1.3) NEMO ETC,LLC. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 f"EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 5 of 17 ONEMO etc. 5.6.1 Adhesive-set tile is limited to use of the following underlayment/tile-adhesive combinations. 'TABLE 1A:ALLOWABLE UNDERLAYMENT.j'TILE-ADHESIVE COMBINATIONSZ' Underlayment Adhesive Florida Product Approval Polystick TU Max or Polystick TU Plus DAP Foam"Touch'n Seal FL14506 Storm Bond Roof Tile Adhesive' HydraGuard Tile Pro,Polyflex SA P,Polystick TU Max,Polystick TU P or Polystick Dupont"Tile Bond—Roof Tile FL22525 TU Plus Adhesive" Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA- ICP Adhesives and Sealants APP Cap Sheet(FR),Polyflex G,Polyflex SA P,Polyflex SA P FR,Polystick TU Max, "Polyset®AH-160" FL6332 Polystick TU P or Polystick TU Plus Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA- ICP Adhesives and Sealants APP Cap Sheet(FR),Polyflex G,Polyflex SA P,Polyflex SA P FR,Polystick TU Max, "Polyset®RTA-1" FL6276 Polystick TU P or Polystick TU Plus 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates(designed to meet wind loads for project) Underlayment"' Application Type Primer Material(s) HydraGuard Dual Pro, (Optional)ASTM plywood,OSB,Southern Yellow Pine or Huber Engineered HydraGuard Tile Pro,Polystick IR- Deck/ D41 Woods"ZIP System"Panels Xe,Polystick MTS Plus,Polystick sheathing ASTM D41 structural concrete MU-X,Polystick TU Max, self- ASTM C1289 Type II Class 1 polyisocyanu rate,ASTM Polystick TU P,Polystick TU Plus, adhering Insulation (Optional)ASTM C1289 Type V polyisocyanurate-composite,DensDeck Polystick XFR,Mule-Hide SA-APP D41 or WB-3000 Prime or SECUROCK Gypsum-Fiber Roof Board Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P or Base Sheet N/A ASTM D226,Type II felt,Elastobase,Elastobase P or Mule- Polyflex SA P FR Hide Nail Base Deck ASTM D41 structural concrete Elastoflex S6 G or Elastoflex S6 G Insulation (Optional)ASTM DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board FR hot asphalt D41 Base Sheet N/A ASTM D226,Type II felt,Elastobase,Elastobase P,Mule- Hide Nail Base or Polyglass G2 Base Deck ASTM D41 structural concrete torch- Insulation (Optional)ASTM DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board Polyflex G or Polyflex G FR applied D41 Base Sheet N/A Elastobase,Elastobase P,Mule-Hide Nail Base,Polyglass G2 Base or Polyglass Base z Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FLS259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 6 of 17 NNEMOletc. 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings, attachment shall be in accordance with the manufacturer's installation instructions, but—for mechanically attached underlayments or base sheets-not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but— for mechanically attached base sheets-not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,Appendix A,Table 1(forTwo- Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein(for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The 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). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #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 SAW 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 1%"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. NEMO ETC,LLC. Evaluation Report P12060.02.09-1127 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 7 of 17 OMEMO etc. #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: PG 100 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: PG 100 or ASTM D41 Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #8 All other direct-deck,adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure of-45 psf. 5.8.3.2 Mechanically-Attached Base Sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(February 2020)for enhancements. #9 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. #10 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. #11 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 S6 G,applied in full mopping of hot asphalt. pP pP g p NEW ETC,LLC. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7'"EDITION(2020)FBC NON-HVH2 EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 8 of 17 NEW I etc. #12 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. #13 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 S6 G,applied in full mopping of hot asphalt. #14 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #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 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. #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(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 S6 G,applied in full mopping of hot asphalt. #17 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. #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(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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION F1.5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 9 of 17 OMEMO I etc. #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 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. #20 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 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: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #22 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #23 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. #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(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 S6 G,applied in full mopping of hot asphalt. #25 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. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-1127 Certificate of Authorization#32455 7Tn EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 10 of 17 ONEMO I etc. #26 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 S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #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 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 FIR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #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(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 S6 G,applied in full mopping of hot asphalt. #29 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. #30 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 S6 G,applied in full mopping of hot asphalt or torch-applied 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: 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 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 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVH2 EVALUATION F1.5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 11 of 17 *NEMO etc. #33 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 S6 G,applied in full mopping of hot asphalt. #34 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,OMG#14 HD with CMG 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: 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 56 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied. #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 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(FIR),Polyflex SA P,Polyflex SA P FIR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. #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(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 S6 G,applied in full mopping of hot asphalt. #37 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. #38 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 FIR,Polystick TU Max,Polystick TU P or Polystick TU Plus,self-adhered. NEMO ETC,U.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 12 of 17 MEMO I etc. #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 or Mule-Hide Nail Base(poly-film top surface) to 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. #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(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 S6 G,applied in full mopping of hot asphalt. #41 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. #42 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #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 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. #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(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 S6 G,applied in full mopping of hot asphalt. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-1127 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 13 of 17 ONEMO I etc. #45 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. #46 Maximum Design Pressure=-112.5 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: 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. #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 for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: CMG#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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #48 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 S6 G,applied in full mopping of hot asphalt. #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 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. #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(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 56 G,applied in full mopping of hot asphalt. #51 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. NEW ETC,I.I.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-1131 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 14 of 17 i OMEMO I etc. 5.9 Exposure Limitations: TABLE.3:'EXPOSURE`LIMITATIONS Underlayment Prepared Roof Cover Maximum Installation Type Exposure(days) Elastobase,Elastobase P,Polyglass G2 Base or Polyglass Base Mechanically attached 30 Polystick IR-Xe or Polystick MU-X Mechanically attached 90 HydraGuard Dual Pro,HydraGuard Tile Pro,Polystick MTS Plus,Polystick TU Max,Polystick TU P,Polystick TU Plus or Polystick XFR Any type(per Table 1) 180 Elastoflex S6 G,Elastoflex S6 G FR,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Adhesive-set tile roof system 180 Sheet(FR),Polyflex G,Polyflex G FR,Polyflex SA P or Polyflex SA P FR Mechanically attached UNLIMITED 5.10 Tile Slippage Limitations:When loading roof tiles on the underlayment in direct-deck tile roof 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`4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Staging Slope Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) Prohibited without battens 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 Polystick TU P Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat or Lugged 6-tile stack(4 over 2) 7:12 Polystick TU Plus Flat or Lugged 10-tile stack 6:12 Polystick XFR Flat or Lugged Prohibited without battens Prohibited without battens I �I i NEMO ETC,I.I.C. Evaluation Report P32060.02.09-R27 Certificate ofAuthorization N324S5 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Underiayments Revision 27:09/30/2020 Page 15 of 17 ONEMO I etc. 6.1 Polyglass Roof Underlay'Wen ts shall be installed in accordance with Polyglass published installation instructions 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 ofr"Mi Ule-Hide Nail Base: 6.3.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved mechanically attached underlayment(ASTM D226,Type II)in FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick IR-Xe, Polystick MTS Plus, Polystick MU-X,Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick XFR, Polyflex SAP,Polyflex SA P FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),self-adhered, 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: 6.3.2.1 Elastobase(poly-film top), Elastobase P(poly-film top)and Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"TWO-PLY SYSTEM"from FRSA/TRI Florida Nigh Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,followed by Polystick MTS Plus,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick XFR,Polyflex SAP,Polyflex SA P FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),self-adhered or Polyflex G or Polyflex G FR,torch-applied. Tile roof installation method is limited by the selected Cap Sheet, as set forth in Table 1. Refer to Section 5.8.3.2 herein for attachment requirements. 6.3.2.2 Elastobase(sanded-top)and Elastobase P(sanded-top)e are limited to use as a mechanically attached base sheet in the"TWO- PLY SYSTEM" from FRSA/TRI Florida Nigh Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, followed by Elastoflex S6 G, Elastoflex S6 G FR or an FBC Approved Mineral Surfaced Cap Sheet(ASTM D6380),asphalt-applied or Polyflex G or Polyflex G FR,torch-applied. Tile roof installation method is limited by the selected Cap Sheet,as set forth in Table 1. • When Elastobase(sanded-top)or Elastobase P(sanded-top)is followed by asphalt-applied Elastoflex S6 G, Elastoflex S6 G FR or FBC Approved Mineral Surfaced Cap Sheet(ASTM D6380), refer to FRSA/TRI,Sixth Edition,Appendix A,Table 1 or Section 5.8.3.2 herein for attachment requirements. • When Elastobase(sanded-top)or Elastobase P(sanded-top)is followed by torch-applied Polyflex G or Polyflex G FR,refer to Section 5.8.3.2 herein for attachment requirements. 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,Poly`stick'MTS Plus,Polystick`MU-X,Polystick TU Max;'Polystick TU P,Polystick TU Plus or Polystick XFR: ti 6.4.1 General: All t •4 1 seal-lap seams(selvage laps must be firmly rolled with a k„ M in accordance with Polyglass requirements to ensure full contact and adhesion. For HydraGuard Dual Pro and X HydraGuard Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). ; �� 63tr 3"� s View of Ovelap Seam of HydraGuard Dual Pro and HydraGuard Tile Pro NEIVIO ETC,I.I.C. Evaluation Report P12060.02.09-R27 Certificate of Authorization#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 16 of 17 OMEMO I etc. 6.4.2 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment (ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. When installed over a mechanically attached base sheet of FBC Approved ASTM D226,Type II felt, Elastobase,Elastobase P or Mule-Hide Nail Base,the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 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 Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition and the manufacturer's installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 6.4.4 Multi-Ply Underlayment Systems: Polystick MTS Plus or Polystick XFR followed by HydraGuard Tile Pro,POlyflex SA P,Polystick MTS Plus,Polystick MU-X,Polystick TU Max, Polystick TU P, Polystick TU Plus or Polystick XFR 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.S6 G:or Elastoflex%G FR.. 6.5.1 Shall be installed in compliance with requirements as an alternate to the "Hot Asphalt Applied Cap Sheet" in the "Two Ply System" in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5.8.2 and 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 6.6 .. Polyflex-G or.Polyflex G FR.� 6.6.1 Shall be installed in compliance with requirements as an alternate to the"Heat Applied Cap Sheet"in the"Two Ply System"in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 117. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL LLC—QUA9625; (414)248-6409; Karen.buchmann@ul.com -END OF EVALUATION REPORT- NEMO ETC,LLC. Evaluation Report P32060.02.09-R27 Certificate ofAuthorization#32455 7'"EDITION(2020)FBC NON-HVH2 EVALUATION FL5259-R31 Polyglass Roof Underlayments Revision 27:09/30/2020 Page 17 of 17