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Home My WebLink AboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: ' Permit Number: I RECEIVED Building Permit Application JAN 2 4 2018 Planning and Development Services Building and Code Regulation Division ST. Lucie County, Permitting 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential x PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 5775 Clydesdale Lane Legal Description: Pony Pines-unit one Blk A Lot 7 Property Tax ID#: 3309-605-0010-000-7 Lot No.7 Site Plan Name: Pony Pines Block No. A Project Name: Joe Dacosta Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Remove & replace asphalt shingle roof. 6AAS6 dLe W S 46 O kov, 4*4 Pahl vrtr xe idwMme;d.:Ao�*--1to-Pak; +ne oas LA (o"o. CONSTRUCTION.INFORMATION.: , Additional work toe nerformed under this permit—check all appy: HVAC Gas Tank as Piping _Shutters Windows/Doors Electric ❑ Plumbing Sprinklers Generator Roof 612 Roof pitch Total Sq. Ft of Construction: 2,000 sglft SFt.of FirstMseptic Cost of construction:$ $9800.00 Utilities:iSewer Building Height: 12' OWNER/LESSf : ° CONTRACTO.F Name Joe Dacosta Name: DavidAOuken Address: 5775 Clydesdale Lane Company: CARIBBEAN CONSTRUCTION SERVICE,LLC City: Fort Pierce State:FL Address: 4859 NE 12th Ave Zip Code: 34987 Fax: City: Oakland Park State:FL Phone No.772-215-6020 Zip Code: 33334 Fax: 954-900-3135 E-Mail: Phone No. 954-249-7196 Fill in fee simple Title Holder on next page(if different E-Mail:lose@caribbeanconstructionservice.com from the Owner listed above) State or County License: CCC-1326961 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name:--- Name:D—A Address:5775 Ctydesdak;Lane Address: 5775 Clydesdale Lane City: State: City: Oakland Park State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address:4859 NF 12th Ave Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application�s 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 thepermit 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 perrnit,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 your paying twice for improvements to your property.AN ice of Commencement must be recorded and posted on the jobsite before the first inspection. If you inte d to obtain financing, consult with lender or an attorney before commencin work or record in our otice of Commencement. ig ture of Owner/Lessee/Contractoras Agent for Owner Signature}of Contractor/License Holder _ STATE OF FLORIDA (�trta� STATE OF FLORIDA a COUNTY OF COUNTY OF U The forg,yQn�g instrume t was acknowledged before me The fo %jng instrument was acknowledged.before me o this r`tlay of 201f by this 1 day of �w 20 by * b S o. 0-VI �N►� � c �SO(. Qac.o� � �0 Name of person making statement / Name of persorymaking statement Vit,• Personally Known OR Produced Identification VI Personally Known � OR Produced Identification `oti Type of Identifif a4ion f Type of Identification Produced (i+(.L-Vfd�Q�I�K� Produced " •.°j�� RALPH PAU A o��er vie RALPH PA LA r x MY Cokw.lsslciv e 5 (Signature f Not Public State of Flip * � ture of Notary Public-State of FI '�� gordedThr�Bu^et N^ nkat EXPIRES:Octo T 2019 Q Commission No. J a'' �r BordedThrj9AetN WARMission No. FF �v K�(J" (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4393653 OR BOOK 4089 PAGE 2373, Recorded 01/24/2018 08 :07 : 19 AM RECEIVED JAN 2 4 2018 NOTICE OF COMMENCEMENT ST. Lucie County, Permitting Permit No. Property Taz ID No. 3309-605-0010-000-7 State of Florida,County of St.Lucie The Undersigned hereby gives notice that improvement will be nude to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Legal Description of property and address if available Pony Pines-Unit One Blk A Lot 7 w General description of improvements Removo 6 replace asphalt shingle roof. Owner/let;see Joe Dacosta Address 5775 Clydesdale Lane w z Interest in property: Owner to LL im to O Uj Fee Simple Title holder(if other than owner) rile Address 5775 Clydesdale Lane;Fort Pierce, FL 34,987 O = Y Contractor Caribbean Construction Service,LLC Phone# 954-249-7196 U H U 4859 NE T 2th Ave 954-900-3135 ¢ LL W ' Address_ Fax# 0_—oc iy 5 sx a Surety rVa _ Phone#n/a [�]n W O a o rj U W Address rVa Fax# rVa "U O 0: O Amount of Bond Na p U H d Z— LU W'U_' Lender n/a Phone# rve Q _ 0 O Address n/a Fax# Iva Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(a)7.,Florida Statues: Name n/a Phone# Address rVa Fax# _ In addition to himself,owner designates ✓a T_ _ of Phone# Fax# to receive a copy of the Lknor's Notice as provided In Section 713.13(1)(b),Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYME.NTS MADE BY THE OWNER AF-I'ER I-HE EXPIRATION OF IIM NOTICL OF COMMENCFMEr NT ARL CONSPIRED I[MFROPiR PAYMF.NI-S UNDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED A.ND POSTED ON TUEJOB SITE BEFORE TTIE FIRST 'I PECTION.IF YOU MLTND TO OLITAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT'IORNF;Y HFFORF: COMMENCING ORK OR RECORDING YOUR NOTICE OF COMMENCMENT. C— /I.eswr,or Owner's or Lessee's Authorized Ol7ker'Dir«torfrartuerrMaaagtr/Signature oe Dacosta/Owner Siau■�orY'f 7h)dOttke State of Florida,County of Saint Lucie _ 1 .� Acknowledged before me this 1 day of -W" 20 ,by �0� C6Sta who is personallyjcnown to me or who has produced ks L4rA*1J as identification Signatur of Notary 'I'ype or Print Name of Notary (.Seal) Q [el Title:Notary Public Commission Number_ � o J "o^•11MF PIA PM PAULA * t MY COA&!SSION#FF 924 EXPIRES825 :October 6,2019 e+,raM1yr� BsredTiw Bldget FbYry Straus CIO- 't' t CIE f.. =RECEIVED Planning & Development Services Building & Code Regulation Division COUNTY -Ah. 2300 Virginia Ave Fort Pierce, FL 34982 772462-1553 Fax 772462-1578 ASBESTOS NOTICE TO CONTRACTOR Date: 1/18/2018 Contractor Name: David A Quillen Business Name: Caribbean Construction Service, LLC Address: 4859 NE 12th Ave City: Oakland Park State: FL Zip Code: 33334 Re: Job Address: 5775 Clydesdale Lane It is your responsibility to comply with the provisions of Section 469.003, Florida Statutes and to notify the Department of Environmental Protection of any intentions to remove asbestos when applicable in accordance with state and federal law. Signature & Date Florida Building Code 6th Edition (2017) High-Velocity Hurricane Zone Uniform Permit Application Form_ RECEIVE[` _ ) INSTRUCTION PAGE JAN 2 4 2013 ST. Lucie County, Perm�tt,c, COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Foran See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 40,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re-Roofing On 7. 1 Any Required Roof Testing/Calculation Documentation • l w * A4 f'.;"€x- . ,. , 5'- • _ fwy....i+Y.:•-.M•YM......-., ; _aer..•_.a-n.►w-w. a u-..fir-. .......�. «vw_s...y.w a.. r..[ - ' t ... v ,.,., ..-....t «._. y •..- ♦ e ..Nw •Y�w•IbwaJ••w...:upe,: v,r.. „ ,; � .::_:: _..•... ... _.. �` ,. ;,.s•. .r � a, -� "tom s t�3 ,, _. ._ "" .A•'•S« °r (" +.TMJ' e4 Y �i4((j .� ... -,aft }} • CJ x _ : � ,�� -� +,oe:' �L'f�° t# •' :az: a �!' 3' i xa t ' 34 �?' •' �'•,�t;�;° +x+j �' - _: , A Ay, :,-'"-. ! <d`. #�'i �.,♦ ':1i : .. ''.�?. . •tia„?�.t tai '9 ..r .k -- K{ - t -. off, 110 i AT)MAT i 1 Qj r :� �!i�” "_� x ��-'r:,SF'._ # >w' : w '� '.i"€' :r1�� S :. • 'aas"3{�. r 3.tD,'� }!"`• tt'�� .`-3 'ij''• •�•i ."s.. .,.. :,. i9M g4 Ys Mie i ";v ,r a 1 AT; -s ; i�.1 7' $'c> E'1<7 w f �$ •'}. 9 {- S 7 oil VIA • _ -} 2 i t r nor; i ' .> .. A 1 R` - - { • w tfix } _ - .:... ..�.., ... . .,.. .: .«►.., •.-µ.� ..-+�cnF„lew� ».-.aL .mac-�.t.&is rw ��i�8�•�`•k.`Sr �• .,r,i-: a.. �s•�r� -yT.�"�.•sAr'�ie §ffii;`::t?,a'.•.u-inrS.rr.�2d.. ,.,Es�,�'ff ;:�:.t .K,.� �c,w^,sarr�r:r:;w' .r s'.-.de8.,�. ��,.- ti>,a$:�,rr�, �,. ., . ..'-sie,,, .. �r., Joe • . Legend 5775 Clydesdale i �w 5 775 Clydesdale Ln sem. y a n M "WNW, ie k TOW gooslc"-Orta N Google 4e I 70 ft Florida Building Code 6th Edition (2017) High-Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base S eet and Identify Manufacturer Attachment (If a component is not used,identity as'NA*) Field: oc @ Lap,#Rows_ 'oc System Manufacturer. Perimeter: oc @ Lap,#Rows @_'oc NOA No.: Comer. oc @ Lap,#R _@ oc Design Wind Pressures,From RAS 128 or Calculations: Number of Fastens Per Insulation Pmax1: Pmax2: Pmax3: Board Max.Design Pressure,From the Specific NOA System: Field P rimeter Corner Deck: Illustrate omponents Noted and Type: Details s Applicable: Gauge/Thickness: Woodbl ing, Gutter, Edge Termination, Strip ' g, FI sh g, Continuous Cleat, Cant Slope: St ' Bas F shing, Counter- Flashing, ping, Et . Anchor/Base Sheet&No.of Ply(s): oof Height, Parapet Height, Height of ase lashing, Component Material, AnchorBase Sheet Fastener/Bonding Material: Material hickne s, Fastener Type, Fastener Spacin or Submit Manufacturers Details that Insulation Base Layer. Compl with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding rial: Top Insulation Layer. FT, Top Insulation Size andZTh' ness: Parapet Top Insulation Fastenaterial: Heiqht Base Sheet(s)& o.of Ply(s): FT. Base Sheet F tener/Bonding Material: - Mean Roof Ply Sheet(s)&No.of Ply(s): Height Ply Sheet Fastener/Bonding Material: Top Pty. Top Ply Fastener/Bonding Material: Surfacing: Florida Building Code 6th Edition (2017) High-Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: 6*4 / Notice of Acceptance Number: /f _dU 11 • I Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: P2: P3: N Maximum Design Pressure A, From the NOA Specific System): 1 " Method of Oftr attachment: Steep Sloped Roof System Description Deck Type: ype Unde ay ent: V Roof Slope: nsulation: : 12 FireBar er: /—/, P- Ridge Ventilation? astener Type &Spacing: dhesive Type -1 ype Cap Sheet: oof Covering: Mean Roof Height: Type&Size brip Edge: , "1:4 t It tj k } . , .. ».-. x -,.�.. .1 o�a„ k . .'s s �"Y;.� ter ,;y;•yipa�� r • r- 1 • y-i _e."i �� t�' ,ti ,`fig a ..µ � +o:/,:'Y:�1% tt _ t S a i . n 4 a • y� g � " k It i �} ... 1�G t, .- ,.,rg i`,.�� ,'� k� '. r„ • �aY .q -�! : y t . t� _ Florida Building Code 6th Edition (2017) + High-Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tale systems,choose either Method 1 or 2.Compared the values for M,with the values from Mt.If the Mr values are greater than or equal to the Mr values,for each area of the roof,then the We attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt: :X _ —Mg: _Kt NOA (P3: t;L _ a—Mg: =M, A ?% Method 2"Simplified'Iii Calc ala ' a Per T Below" Required Moment of Resistance(M,)From Ta a Below OA N* M. Requl Res nce Man a lent — Roof slope 15' 2S 30' 40' 2:12 34A42.2 32.2 34A 36.0 3 . 2 30A 2 8 35.1 37.3 5:12 28A 30.1 31.6 34.9 26.4/ 28.0 29A 30.5 32A :12 25.9 282 .0 *Must be used in conjunction a list of moment based tile systems endorsed by the Broward/roofen d of R and Appeals. For Upe tems use Method 3. Compared the values for F' with the values f ' values are greater than or equal to the F,values,for each area of n the tle attachment method is acceptable. od 3"Uplift Based Tile Calculations Per RAS 127'(PI:_ i w:_ }—W: z cos 8: = F,t: NOA F' (P2:_ i W:=_J-W: a cos 0:_= F,2: NOA F' (P3:_z1: =_Z w: W:_:Cos 0:_= F,3: NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P I or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Mul' lier I NOA Reapring Moment due to Gravity MA NOA Attacbmaat Resisbuwc M, NOA Required Manual Reeipanoe M, Calculated Minimum Anacbmeat$ aisume F NOA Required Uplift Resistance F, CaWated ! v Tile W ' NOA Tule Dimension 1=iongt NOA W=Widlh All calculations must be submitted to the Buikling Official at the time ofpernmt gplication. Wayne Comer ��N From: Abbona, Claudia [cabbona@gaf.coml Sent: Wednesday, February- 27, 2008 8:29 AM =RECETVEDTo: Wayne Comer Subject: Emailing: showpage Wayne; Sorry you did not received the fax, my machine never sent me an error report. Ijy�I.Ql�I.IME CERTIFICATIONS D(� TORY �..� TFWZ"R21 Prepared Roof Covering Materials Page Bottom Prepared Roof Covering Materials Sec.-General Information for Preaared Roof.Co_vering Materials GAF MATERIALS CORP R21 1361 ALPS RD WAYNE, N)07470 USA Asphalt organic/glass fiber mat shingles and sheet roofing,for installation as Class C prepared roof coverings. Asphalt organic/glass fiber mat shinglesfor installation as wind resistant roof coverings. Asphalt glass fiber mat shingles, for installation as Class A roof covering. Suitable for installation on minimum 3/8 in, thick plywood. "Slateline" asphalt glass fiber mat shingles , for installation as Class A roof covering. Suitable for installation on 15/32-in. thick plywood in combination with minimum one ply"Shingle-Mate"or Type 15 or Type 30 underlayment Asphalt glass fiber mat shingles,for installation as wind resistant roof coverings. Asphalt glass fiber mat sheet roofing,for installation as Class C prepared roof covering. Asphalt glass mat shingles,for installation as wind resistant roof coverings. Asphalt glass mat shingles, for installation as Class A prepared roof covering when used with minimum Type 30 underlayment over existing wood shingle roof. Modified asphalt glass fiber mat shingles,for installation as Class A prepared roof coverings. Asphalt glass mat shingles, Classified in accordance with"ASTM D3462", CAN/CSA A123.5-M90. For installation as wind-resistant roof coverings. May also bear the following statement"Also evaluated at velocities up to 110 mph". 2/27/2008 Miami-Dade County Building Product Information for N.O.A. 16-0811.11 NOA 16-0811.11 (Iibrarw6productcontrollnoa/16081111.ndf) Superseded By File Status File Approved File Classification High velocity hurricane zone Category Roofing Subcategory Asphalt Shingles Material Laminate Applicant GAF(Pc-result detail app.asp?app alias=100195) Expiration—Date February/21/2022 Impact Rate Unselected/Unknown Maximum Desigr_Pressure Positive 0 Maximum—Design—Pressure Negative 0 Description GAF Timberline HD, Timberline Natural Shadow, Timberline American Harvest, and Fortitude Shingles Green—Sustainable—Attributes NONE For a detailed description on the File Status, click the NOA File Status Key. (/buildinq/pc-result keV app.asp) Page Last Edited:Wed Jan 25. 2017 10:40:27 AM MIAMFWDE LRECEIVED 2 4 2018 MIAMI-DADE COUNTY HIAN Count , Perm DUCT CONTROL SECTION Y 9 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) NN%N�.tniamidade.2ov/econoniv GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION GAF TimberllineHD®, imberline®Natural Shadow®,Timberline®American Harvest®,and FortitudeTM hingles LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA# 14-1022.20 and consists of pages I through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0811.11 t t �Qj0'�oou Expimflon Date:02/21/22 Approval Date:02/09/17 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Asphalt Shingles Materials: Laminate Deck Type: Wood SCOPE This approves GAF Timberline HD®,Timberline®Natural Shadow®,Timberline American®Harvest®,and Fortitude m Shingles as manufactured by GAF as described in this Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications GAF Timberline tID® 13 '/4"x 39'/8" TAS 110 Fiberglass reinforced heavy weight asphalt Manufacturing roof shingle,with a laminate profile Locations#1,2,3,4,5,6,7 GAF Timberline Natural 13 '/a"x 39'/8" TAS 110 Fiberglass reinforced heavy weight asphalt Shadow® roof shingle,with a laminate profile Manufacturing Locations#1,2,3,4,5,6,7 GAF Timberline®American 13 '/4"x 39'/8 TAS 110 Fiberglass reinforced heavy weight asphalt Harvest® roof shingle,with a laminate profile Manufacturing Locations#2,4,5,6 GAF Fortitude7"' 13 '/aT x 39'/8 TAS 110 Fiberglass reinforced heavy weight asphalt Manufacturing roof shingle,with a laminate profile Locations#1,4 MANUFACTURING LOCATION 1. Tampa,FL 2. Michigan City,IN 3. Baltimore,MD 4. Myerstown,PA 5. Ennis,TX 6. Tuscaloosa,AL 7. Dallas,TX NOA No.: 16-0811.11 Muu�EaanE counmr Expiration Date:02/21/22 �® Approval Date:02/09/17 Page 2 of 6 EVIDENCE SUBMMED Test Aeencv Test Identifier Test Name/Report Date Underwriters Labomtones,LLC ASTM D3462 4787344101 07/25/16 Underwriters Laboratories,Inc. ASTM D3462 l 1 CA48924 10/24/11 Underwriters Laboratories,Inc ASTM D3462 IOCA21994 04/22/11 Underwriters Laboratories,Inc ASTM D3462 IOCA28717 07/26/11 Underwriters Laboratories,Inc. ASTM D3462 05CA47541 11/10/06 Underwriters Laboratories,Inc. ASTM D3462 06CA31580 11/30/06 PRI Asphalt Technologies,Inc. ASTM D3462 GAF-101-02-02 11/02/05 Underwriters Laboratories,Inc. ASTM D3462 06NK05159 08/09/06 PRI Asphalt Technologies,Inc. ASTM D3462 GAF-098-02-02 11/08/05 Underwriters Laboratories,Inc. ASTM D3462 02NK41809 08/11/02 Underwriters Laboratories,Inc. ASTM D3462 03NK26444 10/17/03 Center for Applied Engineering ASTM D3462 257989 05/13/97 Underwriters Laboratories,Inc. TAS 107 OINK45803 04/13/94 Underwriters Laboratories,Inc. TAS 107 06NK05159 08/09/06 Underwriters Laboratories,Inc. TAS 107 04NK04273 02/20/04 Underwriters Laboratories,Inc. TAS 107 05CA42840 11/11/05 Underwriters Laboratories,Inc. TAS 107 02NK41811 11/11/02 Underwriters Laboratories,Inc. TAS 107 03CA35209 10/17/03 Underwriters Laboratories,Inc. TAS 107 04CA13850 08/30/04 Center for Applied Engineering TAS 100 257989 04/01/97 PRI Asphalt Technologies,Inc. TAS 100 GAF-044-02-01 01/13/04 PRI Asphalt Technologies,Inc. TAS 100 GAF-098-02-01 11/08/05 PRI Asphalt Technologies,Inc. TAS 100 GAF-101-02-01 11/09/05 PRI Asphalt Technologies,Inc. TAS 100 GAF-116-02-02 03/23/06 PRI Asphalt Technologies,Inc. TAS-100 ELK-083-02-01 10/16/02 ELK-084-02-01 10/15/02 ELK-085-02-01 10/14/02 ELK-086-02-01 10/24/02 ELK-087-02-01 10/21/02 ELK-088-02-01 10/16/02 ELK-107-02-01 10/09/03 ELK-108-02-01 10/09/03 ELK-109-02-01 10/09/03 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0811.11 MAMFO�DE Expiration Date: 02/21/22 Approval Date: 02/09/17 Page 3 of 6 INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail'A',attached. 5. Nailing shall be in compliance with Detail B',attached. LABELING Shingles shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility,and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMEDADE COUNTY ��ffjjjaeyjqsj BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 16-0811.11 Miar+Foa�counmr Expiration Date:02/21/22 JAPPROVED, Approval Date:02/09/17 Page 4 of 6 DETAIL A COURSE LAYOUT DECK FULL 5th 17"OFF 4th 11" OFF 3rd 6" OFF 2nd FULL 1 st NOA No.: 16-0811.11 Expiration Date: 02/21/22 Approval Date: 02/09/17 Page 5 of 6 DETAIL B OVERALL DIMENSIONS AND NAILING PATTERN 39-3/811 (1 m) 14-12"-17-12" 14-12"-17-12" (368-"5mm) (3ffi-"5MM) qa,'l guide line 13-1/4" 6-12"-9-1/7' 6-1 rr'-9-1/T (tom-2at".n) (1�-Mtmm) 4'-61/4' (337rrm1 - rmr-1S9rM1) 7?-2-ta' from bottom of shingle ow (13- elf seal adhesive on back ENHANCED NAILING PATTERN - six nails per shingle* required by some local codes and required for enhanced wind coverage on certain products. See limited warranty for detaiis. These shingles MUST be nailed a nominal 6" (152mm)from bottom of of shingle, above the cut outs, as shown. Nails must not be exposed. END OF THIS ACCEPTANCE F c NOA No.: 16-0811.11 Expiration Date: 02/21/22COVED Approval Date: 02/09/17 Page 6 of 6 Business & Professional Regulation SM Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff BCIS Site Nap Lima Search ~00 APPMVal dopr (P USER:Publk User Product Approval Menu>Product or Apyhcatlon Search>Application List Search Criteria Refine Search Code Version 2017 FL* 5259 4pplicadon Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications Manufacturer Validated 8v Status F15259-R27 {Revision POLVGLASS USA John W.Knezevich,PE Approved H sr tory Category:Roofing (954)772-6224 Subcategory:Underlayments 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 31399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statemen[::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 4S5,F.S-,please dick here. Product Approval Accepts: ®U ® t:Y 0 Credit Card Safe Y Business + Regulation HM Hone Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FOC Staff BCIS Site Map Lima Search Product Approval d r %ff USER:Public User Product Approval Menu>Product or Application Search>Application List>App/kation DOW11 • , FL# FL5259-R27 Application Type Revision Code Version 2017 RECEIVED Application Status Approved Comments JAN 2 4 2018 Archived ST. Lucie County, Permitting 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 Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach,FL 33442 (912)429-8610 MAlpert@polyglass.com Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach,FL 33442 (954)233-1230 ALender@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 10/05/2018 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of independence F1,52S9 R27 COI 2017 01 COI Niernmen.edf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 TAS 103 1995 TAS 110 2000 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method MebW 1 Option D Date Submitted 09/14/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/18/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Des-fption - —-- - — -- 5259.1 Polyglass Roof Underlayments Roofing underlayments F Limits of Use Znstn ttkm Znsbwcdons Approved for use in HVHZ:No FL5259 R27 11 2017 09 FINAL ER POLYGLASS UNDFRLAYMENTS FL5259- Approved for use outside HVHZ: Yes R27,12 df Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 1 Created by Independent Third Party: Yes Other: 1-) The design pressure in this application j Evaluation Reports relates to one particular underlayment system(over FL5259 R27 AE 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- concrete deck)for use under foam-on tile systems ;R27f (where the underlayment forms part of the load-path). Created by Independent Third Party: Yes Refer to ER Section 5.6.4 for other systems,other deck types and associated maximum design pressures.2.) Refer to ER Section 5 for other limits of use. Back C Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Flonda 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 dick here. Product Approval Accepts: M E� W_ FE M Credit Card Safe EXTERIOR RESEARCH&DESIGN,U.C. Certificate of Authorization#9503 TRINITY ERD 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203)262-9245 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R23 150 Lyon Drive FL5259-1127 Fernley, NV 98408 Date of Issuance:02/24/2009 (570)384-1230 Revision 23:09/14/2017 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD 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 14. Prepared by: �`oQ z��O��p-S41'M •'� i.7..A�' - 'Clr... Robert J.M. Nieminen P.E. �gt,.s+�.•�c The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/14/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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 I 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. 5. This is a building code evaluation. Neither Trinity I ERD 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. TRINITY 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 S'h Edition (2014) 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 Prope Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3/1507.1.1 Physical Properties ASTM D226 2009 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Entity Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRIO1111 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 Properties 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 JX201-17A 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 11757.08.01-1 08/13/2001 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 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.09-111 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 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate ofAuthanzatmm#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1127 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 2 of 14 TRINITY ERD Entity Examination Reference Date 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) Wind Uplift P39680.03.13 03/04/2013 ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P117S1.05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016 ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017 ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA962S) Quality Control Service Confirmation Exp.10/05/2018 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. 4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP 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 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 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. Exterior Research and Design,U.C. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6`"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)3841230 Revision 23:09/14/2017 Page 3 of 14 TRINITY ERS 4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced,with a granular surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Pro' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.8 Polystick Tile Pro' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.9 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section 5.8). 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand-surfaced SBS modified bitumen back-side and granule-surfaced APP modified bitumen top-side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems. Elastoflex S6 G is for use as an alternate to Hot Asphalt applied"Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet' in the"Two Ply System"from FRSA/TRI April 2012 (04-12)beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments;(570)3841230 Revision 23:09/14/2017 Page 4 of 14 TRINITY ERD 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes Slate &Shingles Elastobase Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-py system) Elastobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass G2 Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass APP Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polystick MTS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU P Yes Yes Yes (See 5.5.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes No No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) No Yes Yes or SA-APP Cap Sheet(FR) 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE LA.ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Underlayments Approval DAP Foam Touch'n Seal Storm Bond Roof FL14506 Polystick TU Plus,Polystick TU Max Tile Adhesive Dow TileBond— FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset*AH-160 FL6332 Elastoflex G TU,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) Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset®RTA-1 FL6276 Elastoflex G TU,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) Polyglass PolyLok Roof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU Max 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvo/for Overturning Moment Resistance Performance. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6°1 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(S70)384-1230 Revision 23:09/14/2017 Page 5 of 14 TRINITY ERD 5.6 Allowable Substrates: 5.6.1 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 G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch-applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond-to-insulation: Polystick(all variations), 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 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or Polyflex G FR torch-applied to: ➢ ASTM D41 primed structural concrete; Dens Deck 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 FBC Section 1504.3.1. 5.6.3 Bond to Mechanically Attached Base Layer: Polystick (all variations), 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 G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D226,Type I or II felt;Elastobase; Elastobase P,Mule-Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch-applied to: ➢ Elastobase; Elastobase P, Mule-Hide Nail Base, Polyglass G2 Base or Polyglass APP 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 April 2012 (04-12),Appendix A,Table 1, or as listed in Section 5.6.4 herein,or as tested in accordance with FBC Section 1504.3.1. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FLS259-1127 Polyglass Roof Underlayments;(570)3841230 Revision 23:09/14/2017 Page 6 of 14 �TRINITY ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) 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/TRl April 2012 (04-12)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, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04- 12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #2 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 Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1W ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #3 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x lid"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #4 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 Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #5 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: 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),self-adhered. #6 Maximum Design Pressure=-622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #7 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 c.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #8 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. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 CerbficateofAuthorizawn#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 7 of 14 TRINITY ERD #9 Maximum Design Pressure=-37.5 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #10 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 I I 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. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt. #11 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: 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. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #12 Maximum Design Pressure=-45 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #13 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #14 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. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #15 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #16 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization 119503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments,(570)384-1230 Revision 23:09/14/2017 Page 8 of 14 TRINITY ERS #17 Maximum Design Pressure=-60 PSE Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #18 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 APP Base(requires use of torch-applied underlayment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #19 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 APP 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 MARX Cap Fasteners Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #20 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #21 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #22 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #23 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 APP 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 CMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c_at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6H EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1127 Polyglass Roof Underlayments;(570)3841230 Revision 23:09/14/2017 Page 9 of 14 TRINITY ERD #24 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. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #25 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #26 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #27 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt 5.6.4.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS,TU P,TU Plus,TU Max, Dual Pro,Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180-days after installation. 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. Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex 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 only), in which case the maximum exposure is 180 days. 5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition,tested at standard laboratory conditions. Agreement between purchaser and seller,as set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance. Exterior Research and Design,LLC. Evaluation Report P32060.02.09-R23 CertificateofAuthorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/1412017 Page 10 of 14 ()OTRINI'TY 'ERD 5.9 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10-tile stack 7:12 Lugged 8-tile stack(6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polystick MTS Flat or Lugged Prohibited without battens N/A Polystick Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12 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 6-tile stack(4 over 2) 6:12 Lugged 6-tile stack(4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 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 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Elastobase,Elastobase P or Mule-Hide Nail Base: 6.3.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR,torch applied. Roof cover limitations are those are those associated with the top-layer underlayment,as set forth in Table 1. 6.3.2 Tile Applications: Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two Ply System"from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.4 herein,coupled with FRSA/TRI April 2012(04-12)Installation Manua). Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1123 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1127 Polyglass Roof Underlayments;(570)3841230 Revision 23:09/14/2017 Page 11 of 14 TRINITY ERD 6.4 Polystick MTS,IR-Xe,TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR): 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers: 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. All seal-lap seams (selvage laps) must be firmly rolled with a minimum 28 Ib. 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 All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. 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 Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement 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. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-Ib 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 Ib roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not allowed for Polystick Dual Pro,!R-Xe or Polystick MU-X): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. 6.4.4 Two(2)Ply Underlayment Systems: Polystick MTS followed by Polystick MTS,TU P,TU Plus,TU Max,Tile Pro,MU-X or Polyflex SAP 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. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R23 Certificate ofAuthonzanon#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 PoWlass Roof Underlayments;(57013841230 Revision 23:09/14/2017 Page 12 of 14 TRINITY ERa 6.5 Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR: 6.5.1 Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the'Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet"in the'Two Ply System"from FRSA/TRI April 2012(0412)beneath mechanically fastened tile roof systems. 6.5.2 For hot-asphalt-applications,Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or Polyflex G FR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the`Two Ply System"from FRSA/TRI April 2012(0412)beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012(0412)beneath mechanically fastened the roof systems(Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staeina: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012(04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards,to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight(48)hours. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Cert#lcateofAuthonzation#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 13 of 14 -, TRINITY ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Emdu—CALS1 Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X Hazleton,PA M-D 13-0004 Elastoflex G TU ASTM D1970 Polystick IR-Xe Hazleton,PA&Winter Haven,FL ASTM D1970&TAS 103 Polystick TU Plus ASTM D1970&TAS 103 Polystick TU Max Tuscaloosa,AL ASTM D4601,Type II Polyglass G2 Base ASTM D226(physicals) Elastobase,Elastobase P ASTM D6509 Polyglass APP Base TAS 103 Polystick MTS ASTM D1970&TAS 103 Polystick TU P Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970&TAS 103 Polystick Tile Pro ASTM D6164 Elastoflex S6,Elastoflex S6 G FR ASTM D6222 Polyflex G,Polyflex G FR 9. 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-R23 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 14 of 14