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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE CON TED FOR APPLICATION TO BE ACCEPTEE Date: SCANNED Permit Number: /,50 ow to BY Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED:'IMPkOVEMtl4T"'LOCATION: Address: I'tU ra_'K7r%._ kr)y'-. Legal Description:e_x�er_ pwa�- PropertyTaxlD#:.,�5�9 - 5;�5_ 0007- 600- C� Site Plan Name: Project Name: Setbacks Front Back: Right Side: Left Side: D DESCRIPTION- OF WORK' QETAILIE ;cQ Lc Jr"q 311 -2- ICON'STRUCT'IOUINIORMATION: MUUMV1101 VVUIK LU Un1iV1111UU U11=1 L fle(;K all Mapply: OHVAC Gas Tank Gas Piping Shutters [bectric Plumbing FSorinklers [iGenerator Total Sq. Ft of Construction: 1) Cost of Construction: $ te �2QC - 106 S Ft of First Floor: Utilities"'12SewerElSeptic Lot No Block No. F57 Windows/Doors Roof Building Height: P OWN ER/LESS"Et: CONTRACTOR: Name_9M40&zAd,:- MA&It Name:7pt�� AddreAs: 114-0 br, Companv:Eh'-k city: K91- (3-6. Lt",ij State:la Address: 5?1,9 , —2- SC, Zip Code: 3*1 7fS� _ Fax: City: S'tga 41- State:_ia Phone No. WQ -91) Z. Q,37053 Zip Code: 3.*rl 9 V- _ Fax: E-Mail: Phone No.'7179 - Fill in fee simple Title Holder on next page (if different E-Mail: 2�A 161 O/M from the Owner listed above) State or County License: C_(!rJ, ?�a (93A7 it value ot construction is .5Z500 or more, a RECORDED Notice of Commencement is required. t AW NFOR EMENTAL." 1, U-0 DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANIY-. I Not Applicable Nam . e: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDEW. Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: 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 ermit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners; Asgocfa tion rules;, bylaws or and covenants that may restrict or prohibit such structure. Please consult mft your Home Owners Association and review your deed for any restrictions vjhich may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all re spects, 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, wallssigns, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in Vour paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult M(Ith lender or an attorney before commencing work or recording vour Notice of Commencement sifnature of Ovfner/ AgenvIesfee STATE OF FLORIA1. STATE OF FLORIDA COUNTY OF— \�., COUNTY OF C'�i�i The fo oin's Instqment was acknowledged before me 20 14 by thisg7dayof 1>-"4M - A person State of Personally Known —0 Type of Identification Commission No. Revised 07/15/2014 MY COMMISSI October 28, 2018 The fo ing instmment was acknpwledged before me thiszy__�dayof D-L-094 - - �>t) 20-u by person bf Notary Public- State of Personally Known OR Produced Type of identification Producfr.-.,—.;.. Commission No. 39"153 ISSION #FF1724' October 28, 201 REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETA'nON REVIEW SEATURTLE REVIEW MANGROVE REVIEW DATE COMPLETE INITIALS Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FIL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit# &1-600(0 11 wl 6 a',�LdD La-ro- Pza— , licensed as a(n)Contractor*/Engineer/Architect (Pl6ase print name & circle license type) *FS468 Building Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about I - 5— ) 1 did personally inspect the roof deck nairing (Date) work at: (Job site address) Based upon that examination I have determined the installation was done according to the current edition of the Florida Existing Building Code Section 611 or the product approval submitted (whichever is most stri ent). Signatu're and Seal STATE OF FLORTDL, - COUNTYC uck-�— e e e- 1,.f �3 6'? --; -;� License # SW to a d subscribed �Aore me this -,15� day of �"LAJ- q 20 fl, byZOMIIL� ��&— [(fQ0q . Who is per to m"r who has produced as icientitication. Notary Public, State Signature of Notary:_ Commission Number: En 01/19/2011 FARA D HERNA My COMMISSION #FF� 1 7�2 ffl9 6� FPIRES October 28, 2018 ea JOSEPH E. SMITH, CLERK !-7 ' THE CIRCUIT COURT — SAINT LUCIE COU17y, FILE # 4027725 OR BOC* -,!04 PAGE 1408, Recorded 01/02/2015 PM PERMITNUMBER: NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement Will be made to�ertain real property, and in accordance With Chapter 713, Florida Statutes, the following information isprovided in this Notice ofCommencement. 1. DESCRIPTION OF PROPERTY (Lagal description ofthe property & street address, ifawilable) TAx Fount No.: -3jkq "7-06n(a SUBDIVISION a1v*;.r,001-V1 In—sel'A"I —a— — FA .1.1 ".—,A 3. OWNER INFORMATION OR LESSFF INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: a.Nune-daddnessl koftiQo fft�-dt-U— 1440 a4crilk Psc,a b. Immst in propeny: 4. IL CONTRACTOR'S NAME: 611'41f I&IOrIal V. )1,ij� 5. SURETY (itapplicable. a copy ofthe payment bond is Inched) r a. Name and address: b. Phone numbes; I. Ameaml ofbond: 6. B. LIENDER'SNAME: Lenden'saddress: '. Ph.. Iminber: 7. Persons within the State offlorida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: ..Ns—raftseldr— It. Phone mmbcrs or designated persons: S. a. In addition to himselfor herself, Owner designates of to receive a copy ofthe Lienor's Notice as provided in Section 713.13 ( 1) (b), Florida Statutes. b Ph..�-b�.fp.....dyd�,ip.�dbyO—.: 9. Expiration date ofnotice ofoommencement (the expiration date will be I year from the date ofrecording unless a different date is specified):_ 20 r (Signature dMillIhi'r or Lessee, or Owner's or Lessee's (Print Name and Provide Signatery'sntle/Office) Authorized 0 .2.Jricer/Dinctor/Partner/MnnagerI Stalcoff- eeida— County of3LALwjA— The foregoing instru ment was m1utonvidged befitre me this day .1 20 by "rujID ftuj i as for (natne ofperson) (" ofauthority e.g. offictIr, trustee, attorney in Fac—Q (name ofparty on behalfofwhom instrument was exccutedl 4 Personally Known _or Produced Identification—)L Type' FARA 0 "9NNAWDEZ My COI�MI§SION *FFi7fl24!9 EXPI RES October 28,2018 (407) 163 Renp. 10-15-12 FIOM�.. STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFYTHATTHIS IS A TRUE . AND CORRECT COPY OF THE ORIGI LAII E. Pzj, FL BY:Ai p`N— Deputy"CIC-18flI Date: JAN a 2 mi 'A' _ "PR-V, Sl� AM A Q�' n�" X V POO 4M� WMA & WSP 40— XONm B .4 Z Z e. kit Zr' 'A'A"4M 1P - IT " MkI 'FkE, lcl m "VIi T:F7� �i. ,901 t � - Wmi- s,,�wz. 4"Q., 2k. t rw4�, V 60201i�r _;;zz 77, 55-mO 40 "i, OQ 4 - As." _'j-z MV-1 P� ms RIP Ak IMMI, 51 M, X": W t 0 --gg uo' gg� W1 :At gj, rA'^ 'Ila -;I�, 'q: .00 71 J Z. V41 A* I it N" -WTI" hT wA:v a Vi � i;, 4 , -44 tit Al jMF 1W IV 0,-� -r-4, I I ��j a I , Kt kA- 4 11 '4c IV, IV ry Ok. 4- P p tx 4db 4p SOL X"'A 444* 16 jib k"I %4ini tCft, ic� im zk, 77- n: J WMW I-%wWf-11VU ZiULUTIONS, Inc. . FL License CCC1330337 PROPOSAL Dec. 18, 2014 1PB _SITE: Same Remove and dispose of existing shingle/flat roofing system down to existing Plywood sheathing. Inspect existing Plywood sheathing and re -nail as needed to meet current local codes, Replace Up to five (5) sheets of 5/8" CDX Plywood if needed. Install an ASTIVI 30# felt base sheet, nailed to code using round caos and tin tqri.Q Ine4-11 1)tZ-- e%-- ip —., Treasure Harvey E. nen C cast Professiol, )gineer#32831 B uIlding Architect #AR0009471 E ngin ee rs, Certified General Contractor #CGCO24776 Inc. Contractor nrCo Owner M L 4C at-[ JobAddress (40 _km. METAL ROOFING gATjzx=_Mjz NEW ROOF RE -ROOF X REPAIR AREA ( t 54?. MET AL ROOF PLAN 7 I -Ftc,+ tc,+ With 15/32 CDX 8d ring shank nails, fbind 211 long) Wtd to tdisses L 7205 Elyse Circle �Al Cpj P S L Flodda 349524, PHONE(772) 466-5509 FAX(772) 489-3035 E-MAIL-hkoehnen@tcbeweb.com Date 1,501 - 0 0 FILE COPY I 0-q 0--,o Ftcolr flq4 ,Fk-,3c. ASCE 7-10 & FBC 2010 ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V EXPOSLIRE_p�_�= 1 0 Kzt 1.0/h /12 PITCH ROOF SYSTEM WMFL, ZONE 1 P @ @ h=30 = x PSF x 0.6 ZONE 2 P @ @ h=30 = x PSFxO.6= -4+- a= ZONE 3 P @ @ h=30 = x PSF x 0.6 a= MAX DESIGN PRESSURE PER-NOA -9& DECK TYPE [PLq VJAPP THICKNESS I BASE SHEET NO. OF PLIES FASTENERTYPE SPACING _AgL�r- PLY SHEET NO. OF PLIES FASTENERTYPE SPACING TOP PLY NO. OF PLIES FASTENER TYPE SPACING INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS: SPACING FIELD PERIMETER - CORNER5� INSULATION TOP LAYER TYPE SIZE TYPE OF FASTEN ERS/eRtb=N'6� L DRIP E0GE SIZE . DRIP MATERIAL FLASHING MATERIAL OP 44-jJ01- FASTENER SPACING FOR METAL ROOF PANELS: FIELD 14:�' PERIMETER Va CORNER W' A L-kV1 4e ,\-V -V- AV -A it _L FA r:::? L -I T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. These Tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof I-ielght of 30'ar Less Located In Exoosures B, C or D . Table R301.2 [2]-PF, �F( 5-'0;Qr-- 3�n-,5-( A5ca 7- 1c) COMPONENTS AND CLADD)NG WORST CASE DESIGN PRESSURE IPSF]. 160 EXp B 160 EY'p C 160 Exp C 160 Exp D 160 Exp D '0 (One story (Two story*) (One story�) (Two storyl oOf > 0 t Roof > 0 to 7 degrees =7degrees= Zone 1 -27.6 -33.4 -38.7 -4o.6 -45.9 -0- 11/2 /12 pitch Zon 6 Zone 2 -46.4 -56.2 -65.0 -68.3 -77.1 Zon 3 _69 .8 Zone 3 -69.8 -84.5 -97.7 -102.7 -116.9 CFo-of >-7-tco)-27-do-gre-es---ic)-ne-1 _-25_3__-� -30,7 -35_9 -42 27 degree8 = 6/`[2 pitch Zone 2 - -63.4 -61.8 -64.9 -73.3 78.8 -91.2 -95.7 - I 08-.,.� Roof > 27 to 45 degrees Zone 1 -27.8 -33.7 -40.0 -40.1 -46 ' :2 45 degrees = 12/1'� pitch Zone 2 -32.4 -39.3 -45-4 -47. "/ -53.8 Zone 3 -32.4 -39.3 -45.4 -47,7 -53.8 16OExpB 150ExpC 150EXpC 15OExpD 150 E�p D (one story*) (tvvo story*) (one story*) (twostory.) Roof > 0 to 7 degrees Zone 1 -24.3 -29.6 -34.1 -35.8 -40.4 7degree8 = 11/2 112 pitch Zone 2 -40.8 -49.4 -57,2 -60.0 -67.8 Zone 3 -61.4 -74.3 -86,0 -90.3 -102.0 Roof > 7 to 27 degrees Zone 1 -22,2 -26.9 -31.1 -32.7 -36.9 27 degrees = 6/12 pitch Zone 2 -38.7 -46.9 -54.2 -56.9 -64.3 Zone 3 -67,3 -69.4 - UOO.3 -84.3 -95.2 Roof �> 27 to 45 d6grees Zone 1 - 24.3 -29.5 -34.1 -35.8 -40.4 45 degrees = 12/12 pitch Zone 2 -28.4 -34,4 -39.8 -41.8 -47.2 Zone 3 -28,4 -34.4 -39.8 -41.8 -47.2 Ohe StOry* = one story building with a maximum mean roof height of 15 feet Two story* - two story building with a maximum mean roof height of 30 feet If -allowed by the Miami Dade N.O.A or Florida Product Approval, any -system-that does. -not me at the Minimum components and cladding pressures for the area that the building is located per this form may require a Florida licensed engineer to revise the fastener spacing T C B E, Inc. 7205 Elyse Ci�cle PHONE (772) 466-5509 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB srrE httr)://'www.tcbeweb.com At -Robun Bldg Ent A RMTOM Oec H HU 1NI PHVE ("I'VEF", ( LI �N tin w -Certlflcate of AurhorIzatlon #8064 Evalluat[On Report MS-V Crimp" Metai Roof Assembly Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Porna Drive Pa I rn City, FL 34990 (772) 872-8034 for Florida Product Approval # K 17022A Florida Building Code 2010 Per Rule 61G20-3 Method: I - D Category: Roofing Sub - Category: Metal Roofing Product: "54 Crimp" Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 24/1 Support: Wood Deck Prepared by: James L. Buckner, P.E., SEC8 Florida Professional Engineer# 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-115-SV-S6W-ER Date: 4 / 28 / 14 Contents: Evaluation Report Pages 1-7 CSUCK, 111C.. %, V7. a " .arnes L. Buckner, P.E. Florida P.E. # 31242 6-/-?/ 1 + 4 Rouborn Ng Ent A FY: MMUH ___10ec K Mil 1:N Nfl/M Rep o rt N o.., 14-115-5V-S 6W- E R Page 3of7 - pv =Penclalftj r5tructurcsl r=ricDlr-isT.,rIr-iq CaUCK, Inc. Certlflcote of Authorlzatlon #8064 performance The Product described herein has demonstrated compliance with: Standards: a UL580-06— Testfor.Uplift Resistance of Roof AssembIles & U L 1897-04 — Uplift testfor roof covering systems Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010, Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural Scope: requ!rements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 6IG20-3.001. Limftations and Scooe of "Limitati,)ns and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and Installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to apprGve products under "Optional Statewide Approval". • Option for - application outside "Limitations and Conditions of Use" Rule 6IG20-3.005(l)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction In accordance with the alternate methods and materials authorized in the Code". Any modification of the product as -evaluated in this report and approved by the Florida Building Comm)ssion is outside the scope of this evaluation and will be the responsibility of others, • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 6IG20-3, and Is therefore not included in this -evaluation, • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated Compliance of roof panel products in accordance with the Florida -Building Code and Rule .61.0-0-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). uOun Ng Ent A RX:17KNO Oec N M lNi RHAH Report No.: 14-115-5V-S6W-ER "'UPE. rrinvcr: Page 50f7 Sr-3PC1cBlftj -Structurem CBUCK, Inc, — 7�� CertIfIcate of Authortzatlon #8064 Installation: Installation Method: (Refer to "TABLE A" below and drawings On Pages 6-7 of this evaluation repor-t,) 2 Fastener Spacing: Refer to "TABLE A" Below (attached to the top.s of the V's for a total of 3 screws across the width of the panel.) N Row Spacing: Refer to "TABLE A" Below (along the length of the panel) ff Minimum fastener penetration thru bottom Of support, 3/16", a For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" Design Pressure (ASD): 86 PSF Fastener Spacing: Row Spacing: 16" o.c. v" Install the "S-V Crimp" roof panel assembly in compliance with the installation method listed In this report and applicable code sections of F13C 2010, The installation method described herein Is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a sQpplemental guide for attachment. Referenced Data: I. UL580-06 & UL 189-7-04 By Architectural Testing, Inc, - West Palm Beach, PL (F8C Organization 4TST ID: 1527) Report No.: D5893,01-450-18, Date: 05 102 114 2. Quality Assurance Keystone Certifications, Inc. (F8C Organization ID# QUA 1824) Extreme Metal Fabricators, Inc. Licensee #974 3. Certification of Independence BY James L. Buckner, P.E. @ CBUCK Englneeri-ng (FBC Organization 4 ANE 1916) I 15fMeCJ4qH'Lj Strumfurc5l A Bldg Ent RUKHO Oec K n1 11 (1: N N(IM05 Report No.: 14-115-SV-SM-ER E Page 7 of 7 CBUCK, Inc. Certfflcote of Autborlzar;of) #8064 Installation Method Extreme Metal Fabricators, LI-C. "S-V Crimp" (26 gauge steel) Roof Panel attached to Wood Deck - JU/04 U1 ylt�alar evi000, or vVC4W. kv-ulm - Mod plank Typical Roof Assembly Isometric View TABLE "A" Design Pressure (ASD): - 86 PSF Fastener Spacing; 12" o.c. Row Spsdng: 16" ox, Floriaa Building Code Online Page I of 2 PEN Florida Department! BCIS Home Log In User Registration ' Hotropics : SubmitSurcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Bu si ne&��,/ a Product Approval -."al USER: Public User Regulation 11=1=111 Product ADDroval Menu > Product or Application Search > Application Lis > Application History > Application Detail FL # FL5259-R18 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 stevew@polyglass.com < Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -v� Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 08/08/2015 John W. Knezevich, PE 4 Vallclabon Checklist - Hardcopy Received FL5259 - R18 COI Trinity ERD CI - Nieminen - 2013.od Standard ASTM D1970 ASTM D226 ASTM D6164 ASTM D6222 ASTM G154 ASTM G155 FM 4474 FRSA/TRI 07320 Year 2001 2006 2005 2002 2005 2005 2004 2005 http://Www.floridabuilding.org/Prlpr�_app_4tl.aspx?param--wGEVXQwtDqvbSqAa7-n3Cr... 12/29/2014 Flori�a Building Code Online Page 2 of 2 TAS 103 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/26/2013 Date Validated 04/26/2013 Date Pending FBC Approval 05/03/2013 Date Approved 06/11/2013 Date Revised 07/01/2014 Summary of Products 1995 FL # Model, Numbe or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Approved for use in HVHZ: No Installation Instructions FL5259 R18 11 er042613FINAL POLYGLASS UNDERLAYMENTS FLS259- R18.r)d Verified By: Robert Nieminen PE-59166 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application relates to one particular Evaluation Reports FL5259 R18 AE er042613FINAL POLYGLASS UNDERLAYMENTS FL5259- R18.r)d underlayment system for use under foam -on tile systems. Refer to ER Section 5.5.2 for Created by Independent Third Party: Yes other systems and maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. FEE r D H —_� Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone, 850-487-1824 . The State of Florida is an AAJEEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Staterne 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(l), 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 emalls 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: WRA sccuntymi.Tiucs Num http://Www.floridabuilding.org/prlp�_app_dtl.aspx?param--wGEVXQwtDqvbSqAaZp3Cr... 12/29/2014 EXTERIOR RESEARCH & DESIGN, Ll-C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 TRINITYIERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-1113 150 Lyon Drive FL5259-RIS Fernley, NV 98408 Date of Issuance: 02/24/2009 Revision 13: 04/26/2013 SCOPE: This Evaluation Report is issued under Rule 9N-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 Nleminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LA13ELING: Each unit shall bear labeling 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. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD 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 "TrinitylERD 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 10. Prepared by: Robert 3.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/26/2013 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: I . TrinitylERD 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. Trinity] ERD 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. F T,fRINITY � ERD 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 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 1507.2.3, 1507.3.3, 1507.5.3, Physical Properties ASTM D226 2006 1507.7.3, 1507.8.3, 1507.9.3 1507.2.4, 1507.2.9.2, 1507.3.3, Physical Properties ASTM D1970 2001 1507.5.3 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2002 1504.6 Accelerated Weathering ASTM G154 2005 1504.6 Accelerated Weathering ASTM G155 2005 1504.3.1 Wind Uplift FM 4474 2004 1507.3.3 Installation Practice FRSA/TRI 07320 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PPI01111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Propertiles PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 EPD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P134SO.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09-Rl 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 EPD (TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013 ICC-ES (EVL 2396) IBC Compliance ESR-1697 09/01/2012 Miami -Dade (CER 1592) HVHZ Compliance NOA 12-0713.02 02/14/2013 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008 Exterior Research and Design, LLC. Evaluation Report P12060.02.09-RI3 Certificate of Authorization #9503 FL5259-RIS Revision 13: 04/26/2013 Page 2 of 10 ,tTRINITY 1 ERD Entity Examination Reference Date Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 08/08/2015 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 Self -Adhering Underlayments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 Polystick TU is a nominal 100-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asp halt waterproofing membrane, glass- flber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 170 g/M2 polyester fabric surface; meets TAS 103. 4.2.7 Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are a polyester reinforced, APP modified bitumen cap sheets. 4.2.8 Dual Prolm is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface. 4.2.9 Tile Pro"' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric'surface. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.4 Allowable roof covers applied atop the underlayments are as follows: Exterior Research and Design, LLC. Evaluation Report P12060.02.09-RI3 Certificate of Authorization #9503 FLS259-RlS Revision 13: 04/26/2013 Page 3 of 10 "J 4 RINITY I ERD Table 1: Roof Cover Options Wood Underlayment Asphalt Nail -On Tile Foam -On Metal Shakes & Slate Shingles Tile Shingles Elastobase Yes Yes No Yes Yes Yes Elastobase P Yes Yes No Yes Yes Yes Polystick MTS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU Yes Yes Yes No Yes Yes See 5.4.1 Polystick TU P Yes Yes Yes See 5.4.1 No Yes Yes 1 Polystick TU Plus Yes Yes Yes See 5.4.1 Yes Yes Yes Polystick TU Max No Yes Yes See 5.4.1 No No No Dual Pro Yes Yes No Yes Yes Yes Tile Pro Yes Yes Yes Yes Yes Yes See 5.4.1 Elastoflex S6 G Yes Yes Yes See 5.4.1 No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Polyflex G Yes Yes Yes See 5.4.1 No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes See 5.4.1 No Yes Yes Mule -Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes 1 1 or SA-APP Cap Sheet (FR) See 5.4 . 1 5.4.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. > Polyfoam PolyPro AH160: Polystick TU, Polystick TU P, Polystick TU Plus, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro. > Wr" 2-Component Roof Tile Adhesive AH-160: Polystick TU Max > Dow TIleBond: Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro > Convenience Products' Touch 'n Seal StormBond Roof Tile Adhesive: Polystick TU Plus, Polystick TU Max 5.4.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 5.4.3 A 2-ply underlayment system, consisting of Polystick MTS followed by Polystick MTS, TU, TU P, TU Plus or TU Max, or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-11113 Certificate of Authorization #9503 FLS2S9-RlB Revision 13: 04/2612013 Page 4 of 10 TRINITY 11 ERD 5.5 Allowable substrates are noted below: 5.5.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: > New untreated plywood; > ASTM D41 primed new untreated plywood; > Existing plywood; > ASTM D41 primed existing plywood; > New or existing, unprimed OSB; > ASTM D41 primed OSB; > Southern Yellow Pine; > ASTM D41 primed Southern Yellow Pine; > ASTM D41 primed structural concrete; > Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G FR in hot asphalt to: > ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: > ASTM D41 primed structural concrete. 5.5.2 Wind Resistance for Underlayment Systems in Foam -On Tile Apolications: FRSA/TRI 07320 does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI 07320 and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind pressures. 5.5.2.1 Maximum Design Pressure = -622.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AH3. Primer: ASTM D41 Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch - applied. 5.5.2.2 Maximum Design Pressure = -315 nsf. Deck: Structural concrete to meet project requirements to satisfaction of AH3. Primer: ASTM D41 Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR). 5.5.2.3 Maximum Design Pressure = -135 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1113 Certificate of Authorization #9503 F11-5259-11118 Revision 13: 04126/2013 Page 5 of 10 INITY � ERD 5.5.2.4 Maximum Design Pressure = -90 ps . Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTIVI D41 Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) 5.5.2.5 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.5.3 Bond -to-I nsu latio n: > Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ASTM C1289, Type II, Class 1 polyisocya nu rate or Type V polyisocyanurate-composite insulation; DensDeck DuraGuard; DensDeck Prime; or SECUROCK Gypsum -Fiber Roof Board. > Elastoflex S6 G or S6 G FR in hot asphalt to: DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board. > Polyflex G or G FR torch -applied to: ASTIVI D41 primed structural concrete; DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4470, Appendix K or TAS 114, Appendix I 5.5.4 Bond to Mechanically Attached Base Layer: > Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. > Elastoflex S6 G or S6 G FR in hot asphalt to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. > Polyflex G or G FR torch -applied to: Elastobase; Elastobase P or Mule -Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120. 5.6 Exposure Limitations: 5.6.1 Elastobase, Elastobase P, shall not be left exposed for longer than 30-days after installation. 5.6.2 Polystick IR-Xe, Polystick TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 90-days after installation. 5.6.3 Polystick MTS, TU, TU P or TU Plus shall not be left exposed for longer than 180-days after installation. 5.6.4 Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. 5.6.5 Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G), in which case the maximum exposure is 180 days. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1113 Certificate of Authorization #9503 FL5259-RIS Revision 13: 04/26/2013 Page 6 of 10 (' FTRINITY ERD 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is'limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self -Adhered Underlayment Requirements as of 02/14/2011" for limitations for self -adhering underlayments used beneath tile roof systems. Table 2: Tile System Options per FRSA/TRI 07320/8-05 System Underlay Section Reference Product(s) Option 3.02A 1 Batten Modified Cap Sheet Elastoflex S6 G or Elastoflex S6 G FR; Polyflex G or G FR only Base Layer: Elastobase; Elastobase P System One: 2 3.02B No. 30 / Modified Cap Sheet Top Layer: Elastoflex S6 G or Elastoflex S6 G F R; Polyflex G or G Mechanically FR Fastened Tile, 4 3.02D No. 30 Elastobase; Elastobase P Unsealed or Polystick MTS; TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP Sealed S 3.02E Self -Adhered FR; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Underlayment Underlayment Dual Pro; Tile Pro System Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; 6 3.02F No. 30 / Self -Adhered Mule -Hide Nall Base U Max; Polyflex Top Layer: Polystick MTS; TU; TU P; TU Plus; T Underlayment SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Pro; Tile Pro 3.02A 1 Batten Modified Cap Sheet Elastoflex S6 G or Elastoflex S6 G FR; Polyflex G or G FR only Base Layer: Elastobase; Elastobase P System Two: 2 3.02B No. 30 / Modified Cap Sheet Top Layer: Elastoflex S6 G or Elastoflex S6 G FR; Polyflex G or G Mechanically FR Fastened Tile, Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP FR; Sealed 4 3.02D Self -Adhered Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Underlayment Underlayment Pro; Tile Pro System Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; 5 3.02E No. 30 / Self -Adhered Mule -Hide Nail Base Top Layer: Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or Underlayment SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro; Tile Pro I 3.02A Modified Cap Sheet Elastoflex S6 G or Polyflex G No. 30 / Modified Cap Base Layer: Elastobase; Elastobase P System Four "A": 2 3.02B Sheet Top Layer: Elastoflex S6 G or Polyflex G Adhesive -Set Tile, Self -Adhered Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP FR; Unsealed or 4 3.02D Underlayment Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Sealed Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Underlayment Mule -Hide Nail Base System 5 3.02E No. 30 / Self -Adhered Top Layer: PolystickTU; TU P; TU Plus; TU Max; Polyflex SAP or Underlayment SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) No. 30 / Modified Cap Base Layer: ASTM D226, Type II; Elastobase; Elastobase P 3.02A Sheet Top Layer: Elastoflex S6 G or Polyflex G System Four "B": Self -Adhered Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP FR; Ad hesive-Set Tile, 3 3.02C Underlayment Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Sealed _ Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Underlayment No. 30 / Self -Adhered Mule -Hide Nail Base System 4 3.02D Top Layer: PolystickTU; TU P; TU Plus; TU Max; Polyflex SAP or Underlayment SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1113 Certiricate of Authorization #9503 FLS259-RlS Revision 13: 04/26/2013 Page 7 of 10 FTRINITY I ERD 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, Ellastobase P or Mule -Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 For use in non -tile applications: 6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings 6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.4 Polystick MTS, IR-Xe, TU, TU P, TU Plus, TU Max Polyflex SAP or SAP FR, Mule -Hide SA-APP Can Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro: 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For non -tile applications: 6.4.2.1 All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back - nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back - nailed 6.4.2.2 All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). View of Ovelap Seam of Dual Pro and Tile Pro Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1113 Certificate of Authorization #9503 FL5259-RIS Revision 13: 04/26/2013 Page 8 of 10 TRINITY � ERD 6.4.2.3 All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. 6.4.2.4 Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details 6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PGSOO MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. 6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 For tile applications (not allowed for Polystick IR-Xe): 6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline. 6.4.3.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 6.5 Ellastoflex S6 G or S6 G FR: 6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.5.2 Elastoflex: S6 G or S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end - laps 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 Pollyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.6.2 Polyflex G or G FR shall be fully torch -applied to the substrates noted in Section S.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps 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. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1113 Certificate of Authorization #9503 FL5259-RlS Revision 13: 04/26/2013 Page 9 of 10 FTRINITY I ERD 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 Polyglass published requirements for tile staging. 6.7.2 Battens and/or Cou nte r- battens, as required by the tile manufacturer and FRSA/TRI 07320/8- 05 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. 6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 6.7.4 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL, LLC - QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1113 Certificate of Authorization #9SO3 FL5259-RlS Revision 13: 04/2612013 Page 10 of 10 F- L, C TOL /M 1,61'=- I—) T reasu re C oast B uIlding E ngineers, Inc. Harvey E. Ko( i Professional'tngineer #32831 Architect #ARD009471 Certified General Contractor #CGCO24776 7205 Elyse Circle P S L Florida 34952-821/ PHONE(772) 466-5509 FAX(772) 489-3035 E-MAIL:hkoehnen@tcbeweb.com Contractor 1� I- I Ta (2c>,q Owner Date 1 2- A. JobAdcfress L4-o 6,p. gAT�Ptj 0 P- BUILT UP fbLI &Lg(15� Sr*5 # &.PIP ",0. fq1-r-- NEW ROOF RE-ROOF-X— RECOVERING REPAIR AREA Ell III T op Pnnr- Pi AN I0"Cj,� lfo-eqlp �DX M 2, Lk nails, 1g) 13*S '31/z V, tq4 JE —L ASCE 7-10 & FBC 2010 ENCLOSED BLDG >�, SEMI ENCLOSED BLDG OPEN PART 2 -LOW RISE C&C SIMPLIFIED RISK CAT 2/V =IkJOEXPOSUREO JA L�jl(zt = 1.0/h =_J__jl2 PITCH/MEAN PARAPET ht . ROO F SYSTEM Vi 9e) WA_ C- L__1 ?e q +� I ZONE I B @ h=30 = x PSFxO.6= ZONE 2 B @ h=30 = x PSF x 0.6 = - a ZONE 3 B @ h=Bo = x— - PSFxO.6= —%fL16 a MAX DESIGN PRESSURE PER NOA — Go DECKTYPE F(-'4WaP1q THICKNESS I P494u. BASE SHEET 4,&ga& t-Af,!j 07J5 NO. OF PLIES FASTENERS/B�� 14.) 4ftV�, 4 rp,�iejA -Aj kbLS FASTENER SPAC114G FOR ANCHORIBASE SHEET ATTACHMENT: Fleld_t!'oc @Lap, # Rows 4 @-Z-"oc Perimeter ft "oc @Lap, 4 Rows @-,�-"oc Comer: "oc@Lap, #Rows_ oc INSULATION BASE LAYER TYPE e- SIZE TYPE OF FASTENERS/OR BONDING MATERIAL INSULATION TOP LAYER TYPE SIZE I YPE OF FASTENERS/OR BONDING MATERIAL NUMBER OF FASTENERS PER INSULATION BOARD: Field Perimeter Corner' PLY SHEET NO. OF PLIES TYPE OF FASTEN ERS/BON DING TOP PLY _; A�V— Th NO. OF PLIES TYPE OF FA&T+4E-M/BON DING -T0sZ6,&t SURFACING kso 04LAL- DRIP EDGE SIZE _g)e5' MATERIAL -2-0 QOTFuNITY EXTERIOR RESEARCH & DESIGN, Ll-C. Certificate of Authorization #9503 353 Christian Street ERD Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 Evaluation Report P9290.02.08-1110 FL1654-11112 Date of Issuance: 02/11/2008 Revision 10: 08/21/2013 SCOPE: This Evaluation Report is issued under Rule 9N-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. The product described herein has been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems LABELING: Each unit shall bear labeling 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. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD 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 "Trinity I ERD 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 5, plus a 31-page Appendix. INA Prepared by: The facsimile sea[ appearing was authorized LU by Robert Nleminen, P.E. on 08/21/2013 This does not serve as an electronically signed document. Signed, sealed hardcoples have been Robert J.M. Nieminen, P.E. transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1 983 j-fi, to the named client CERTir-ICATION or- INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD 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. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nleminen, 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. '\�TRINITYJERD TABLE IE: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover MDP Base Fasten Attach Ply Cap No. Deck (See Note 1) (psf) Min. 15/32-inch thick 9-inch o.c. at 2-inch lap and (Optional) BP -AA, SBS-AA, W-21 exterior grade plywood Elastobase Simplex MAXX Cap 18-inch o.c. in two, equally SBS-AA, SBS-TA or SBS-TA or -4S.O* attached per Code to meet spaced, staggered center rows APP-TA APP-TA pressure requirements. Min. i5/32-inch thick 9-inch o.c. at 2-inch lap and (Optional) BP -AA, SBS-AA, W-22 exterior grade plywood Elastobase Simplex MAXX Cap 12-inch o.c. in two, equally SBS-AA, SBS-TA or SBS-TA or -52.5 attached per Code to meet spaced, staggered center rows APP-TA APP-TA pressure requirements. - Min. 19/32-inch plywood Elastobase, Elastobase Poly, Polyglass 32 ga., 1-5/8-inch diameter tin 8-inch o.c. in 4-inch lap and 8- (Optional) One or more BP -AA SBS- SBS-AA, W-23 at max. 24-inch spans G2 Base, CertainTeed Glasbase, caps with 11 ga. annular ring inch o.c. in three, equally AA SBS-TAor APP- SBS-TA, -52.5 attached 6-inch o.c. with Firestone MB Base, IM Perma-Ply 28, shank nails spaced, staggered center rows TA APP-TA 8d common nails Tamko Glass Base or GAFGLAS #75 Min. 19/32-inch plywood 32 ga., 1-5/8-inch diameter tin 8-inch o.c. in 4-inch lap and 8- (Optional) One or SBS-SA APP-SA, W-24 at max. 24-inch spans Elastobase or Elastobase Poly with caps with 11 ga. annular ring inch o.c. in three, equally more SBS-SA, SBS- SBS-TA or -52.5 attached 6-inch o.c. with poly top surface shank nails spaced, staggered center rows TA or APP-TA APP-TA 8d common nails Min. 19/32-inch plywood Elastobase, Elastobase Poly, Polyglass OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap and (Optional) One or SBS-AA, at max. 24-inch spans G2 Base, CertainTeed Glasbase, with Roofgrip #14, Dekfast Hex 12-inch o.c. in two, equally more BP -AA SBS- SBS_TA' -52.5 W-25 attached 6-inch o.c. with Firestone MB Base, IM Perma-Ply 28, with Dekfast #14 or TruFast MP- spaced, staggered center rows AA, SBS-TA.r APP- APP-TA 8d common nails Tamko Glass B ase or GAFGLAS #75 3 with TruFast HD TA Min. 19/32-inch plywood - OMG Flat Bottom Plates (square) 12-inch o.c. in 4-inch lap and One or more SBS- SBS-SA, APP-SA W-26 at max. 24-inch spans Elastobase or Elastobase Poly with with Roofgrip #14, Dekfast Hex 12-inch o.c. in two, equally SA, SBS-TA or APP- SBS-W or -S2.5 attached 6-inch o.c. with poly top surface with Dekfast #14 or TruFast MP- spaced, staggered center rows TA APP-TA 8d common nails 3 with TruFast HD Min. 15/32-inch thick Original Simplex Cap Nails (1- inch metal head diameter, 11 6-inch o.c. at 3-Inch lap and 6- (Optional) SBS-SA SBS-SA, W-27 exterior grade plywood attached per Code to meet Polyglass APP Base gauge x min. 1.25-inch long inch o.c. in four, equally spaced, staggered center rows APP-SA or APP-TA' APP-SA or APP-TA -52.S pressure requirements. annular grooved shank) Min. 15/32-inch thick exterior grade plywood Original Simplex Cap Nails (1- inch metal head diameter, 11 6-inch o.c. at 3-inch lap and 6- inch o.c. in four, equally (Optional) SBS-SA SBS-SA or -52.5 W-28 attached per Code to meet Elastobase (with poly top surface) gauge x min. 1.25-inch long spaced, staggered center rows or APP-SA APP-SA pressure requirements. annular grooved shank) Min. 15/32-inch thick Original Simplex Cap Nails (1- 6-inch o.c. at 3-inch lap and 6- (Optional) BP -AA, SBS-AA, W-29 exterior grade plywood Elastobase (with sand top surface' inch metal head diameter, 11 x min. 1.25-inch long inch o.c. in four, equally SBS-AA, SBS-TA or SBS-TA or -52.5 attached per Code to meet gauge spaced, staggered center rows APP-TA APP-TA pressure requirements. annular grooved shank) Min. 19/32-inch plywood at max. 24-inch spans Elastobase, Elastobase Poly, Polyglass 32 ga., 1-5/8-inch diameter tin 8-inch o.c. in 4-inch lap and 8- (Optional) One or more BP -AA, SBS- SBS-AA, W-30 attached 4-inch o.c. with G2 Base, CertainTeed Glasbase, Firestone MB Base, JM Perma-Ply 28, caps with 11 ga. annular ring inch o.c. in three, equally AA, SBS-TA or APP- SIBS -TA, APP-TA L/ -60.0 8d common nails or 6-inch Tamko Glass Base or GAFGLAS #75 shank nails spaced, staggered center rows TA o.c. with #8 screws -------- Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate ofAuthorization #9503 Prepared by: Robert Nierninen, PE-59166 CVa1U0L1U11 MEPUT i Revision 10: 08/21/2013 Appendix 1, Page 9 of 31