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Home My WebLink AboutProduct ApprovalMichelle Franklin, CFA -- Saint Lucie County Property Appraiser --All rights reserved. Property Identification Site Address: Parcel ID: Account#: Map ID: Use Type: Zoning: City/County: Ownership DWS Property Holdings LLC PO Box 742 Okeechobee, FL 34973 Legal Description CORAL COVE BEACH -SECTION ONE- BLK 4 LOT 14 (OR 4116.1348) Current Values Just/Market Value: 5423,900 Assessed Value: $423,900 Exemptions: $0 Taxable Value: $423,900 Property taxes are subject to change upon change of ownership. • Past taxes are not a reliable projection of future taxes. • The sale of a property will prompt the removal of all exemptions, assessment caps, and special classifications. Taxes for this parcel: SLC Tax Collectors Office ❑ Download TRIM for this parcel: Download PDF ❑ 256 BERMUDA BEACH DR 1425-701-00784)00.7 9023 14/255 0100 RS4 Count Saint Lucie County Total Areas Finished/Under Air (SF): 2.666 Gross Sketched Area (SF): 4,862 Land Size (acres): 0.2 Land Size (SF): 81800 All information is believed to be correct at this time, but is subject to change and is provided without any warranty. ® Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. r B45 Home Log In User Registration Hot Topics Submit Sum afge Stats & Facts Publications FBc staff BCLS Bite Map Links Searchdbpr :I, !, USER: PunnAUse, l Jw. Product Aoorovai Menu > Product of AcolicadOn Search > Application List > Application Detail FL # FL10674-R13 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Owens Coming Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeier@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Coming PKWY Toledo, OH 43659 (419)376-8360 mel.sancmnt@owenscomig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Robert J.M. Nieminen PE -59166 UL LLC 05/16/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received l�I • r r •_ L-. rt-. Referenced Standard and Year (of Standard) Standard Vaar ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code httpsalwww.fioddabuilding.org/prlpr_app_dtl.aspx?param--rvGEVXQwtOgtBNbEYSV%2boQTgo2b6w7ahReglCQ8ucR6ixEBPhs7NJgZew%3d%3d 112 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 FL* Model, Number or Name Description 10674.1 Owens Coming Asphalt Rooflng 3 -tab, 4 -tab, 5 -tab, laminated, starter and hip & ridge shingles j Shingles and Starters Limps of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER, Section S. Installation Instructions FL10674 R13 II 2017 10 FINAL ER OC ASPHALT SHINGLES FL10674-1111ildf Verified By: Robert J. M. Nieminen PE - 59166 Created by Independent Third Party: Yes Evaluation Reports FL10674 R13 AE 2017 10 FINAL ER OC ASPHALT SHINGLES FL10674-R13.pg[ Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 650487-1824 The State of Florida Is an AA/EEO employer. Coovd9ht 2007-2013 State of Florida :: Mvacv Statement :: Accessibility statement :: RWM Statement Under Flonda 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 mall address If they have one. The emalls providetl 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 protide the Department with an email address which an be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click bit g-. Product Approval Accept: Mr]® El Credit Card Safe https:liwww.floridabuilding.org/pr/pr_app_dtl.aspx9param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixEBFhs7tvJgzew%3d%3d 2/2 TRINITY ERE) 5.4 Wind Classification: 5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vag = 150 mph (V„h = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to V� =150 mph (Vuh =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D71M applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data speck to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 611320-3. 6. INSTALLATION: 6.1 Underlavment: 6.1.1 Underlayment shall be acceptable to Owens Coming and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC 1507.2.3,1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: Berkshire shingles require minimum five (5) nails per shingle. WeatherGuard HP shingles require minimum six (6) nails per shingle. D Devonshire" shingles require minimum six (6) nails per shingle. D Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus: Fehumtr:d,iment Deck ` DdP— ' Nlo NIuvLT" / ePg. �• • and=d:rvmnt ' Drip—Drip edce edge \ Nakkrased Nails Ia m, I 2a-3"imm 1ve r rear Staltar S(„PPW posiPe g GV! Install first�- se&ece6up aJh•e Starter Bnl "� rofitin,ed elPPn .. ,..r ,. shinnl. whP •� C mntrv.-I iter !.':p in9le avlsatsgs-- Fek untletYvmral o.c. '+"h d 'i{e:;tllaMck DdP— ePg. • �\ . Nakkrased _ � T-3lrom crave //S eMd)iIM r rear Staltar S(„PPW posiPe g GV! aft sMM 6°mmwad str Ship Ms PvmAangs eaves and 7,. ; —. . Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8 Cerb&ote of4uthortrobon#9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 3 of 8 6.7.6 Minimum Nailing—Classicm & Supreme: Nerrmal Mansard or Area pare Wind Areas High Wind do ..nee r A. para viemos norm -les A—$ arena" fas tes YExposure Expoaic5dn 6.2.7 Minimum Nailing — Berkshire•: saalam strip / La tH de sagdar r ,a 2. • • tl r e a 8 µ--ie Standard Fastening Pattern TRINITY ERD Normal Mansard or Area pare Wind Areas High Wind desvmres r Area per. W.ntos normalea Areas vientoa fuertes viz (Al ,• (-t• z• lBl CY ,• E 5/8- Exposure Exposici6n Sealant so-ip Le tiro de sdlad" Q2 e' .. 8eahm sir p la W. de sdka br —.•o -->e e� -e a{ \ Asphalt roolmgcemant Cememo de ,expo de astevo Mansard or Steep Slope Fastening Pattern 6 -Nail Fastening Pattern Exterior Research and Design, U.C. Evaluation Report 037940.02.12-118 Cerdjlc of Authorization#9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017 Page 4 of 8 6.2.8 Minimum Nailing—Devonshire'": I o 5318° ezposure Sealant location Eaposkidn de 5 318 pull Uhicacim del sellador Standard 6 -Nail Fastening Pattern TRINITY ERE) nada Tci 1"Srcts of Asi.halt Roof Cement Mansard or Steep cope Fastening Panern 6.2.9 Minimum Nailing — Duration®, Tru Definition" Duration, Duration" Premium Cool & TruDefinition Duration' Designer Color Collection: Mail Fastening Pattern r BurtNapbtamnilgav vpM II c�a ,S' 11- sE ' Li iL Standard Fastening Pattern 6 -Nail Fastening Panem r SunNUKuvanNv>t.+v�mi r wu.ry 31 I 6 -Nail Fastening Pattern Faslening for elopes Greater Than 21:12 xw. ryv�w +- �Tn J Ile l +-zFou or A.r".n rtoan"s ce,,,.=+ Mansard or Steep Slope Fastening Pattern Exterior Research and Design, L.C. Evaluation Report 037940.02.12-R8 Cerci ofAuthadzatim #9503 0 EDMON (2017) FBC NON-HVHZ EVALUATION FL106741113 Owens Coming Asphalt Roof shingles Revision 8:10/09/2017 Page 5 of 8 6.2.1 Minimum Nailing —Tru Deffnition'Oakridge°,Oakridge®: 4 Nall Pattom Esquema con 4 cfavos t. I� or —►1 N Q. 66lg"&paeunNary 66/g"ExpowA &posiddnda66/gpr#9 cum ExposiNdnde66/9prd9 Standard Fastening Pattern Fastening TRINITY ERD 6 Nail Pattern Esqucma con 6 ciavos 12 Nails' 5518' Exposure Clavas 55/8'6%posme &posicicnde6E/8prd9 Exposiden&56/Bpoi4 sv.e.iwtw.ane....um Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing— WeatherGuarde HP: 6 -Nail Fastening Pattern t• / � 1101111111111 YgrMF :•: i• 16= •t•:: =:' Exterior Research and Design, LLC. Evaluation Report 037940.02.12 -RB Certificate ofAuthoruation #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017 Page 6 of 8 TRINITY ERE) 6.3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard* HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using four (4) nails per shingle. Installation of DuraRidgeTM Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing — Berkshire• Hip & Ridge and High Ridge: Fig.1 c4 Fig.2 �— PrrvNINNYk�� 1 4- p4eObn _ y I� I ~ � � T Gf'POiN6 I 6.3.4 Minimum Nailing— WeatherGuardO HP Hip and Ridge: Fig. A Po'NAM �— Wr.�1bn::aONg Eepa¢�R TOP W. Fig. C Hip & Ridge Shingle Fastening Tap Vk Nolle Mix Qyoare 12.. �I Sid.~ Exterior Research and Design, LLC. Evaluation Report 037940.02.12 -RS Certt/U.ate ofAuthorhatlon 09503 6° EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017 Page 7 of 8 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: 6.3.6 Prevailin! Wind Direction sealant sMP 5Exposure �l Past" '�':v Cover ErpO]e0 Fattens" wl:h Roof Cement TRINITY ERID standard-tt^ Fastening Pattern r SeaWm L7' A rA I.- — Minimum Nailing — DuraRfdge' Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 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 named OA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 037940.0212 -RS Certrylcote OfAuthor@adon #9503 6T' EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-1133 Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017 Page 8 of 8 } 21i�oa�ocrxarr+ rto i! usiness &Rro.'Wsionai�i egulaiiat jD"pr ,i;.i� . -.. a r_f, J,jffiProduct Approval e USER: Public user PtOtl"p—� > B,4" Aa II Lo s > ARRIUM n List > YpppmHon oeteli FL Y Application Type Code Version Application Status Comments Archived Product Manufacturer Address/phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email FL2569-R13 Revision 2017 Approved Soprema, Inc. (Canada) 1640 rue Haggerty Drummondville, NON -US 00000 (819) 478-2400 memathleu0soprema.ca Marc-Ettenne Mathieu memathleuCsoprema.ca Marc -Etienne Mathieu 1688 lean-Berch ma ns -Michaud Drummondville, NON -US 00000 (819)478-2400 Ext3327 memathieu@soprema.ca Jean -Francois Cote, Ph.D 1640 rue Haggarty Drummondville (888)811-3145 jfcote*sopmma.ca ,Pnrn uour. µum crlr uerwow sorU coucicrbu Category ong Subcategory QUOncle rlayments Compliance Method Evaluation Report from a Florida Registered Architect Professional Engineer or a Licensed Florida Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert). M. Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Etpiration Date 07/18/2020 Validated By John W. Knezevich, PE I Validation Checklist - Hardcopy Received Certificate of Independence FL2569 R13 COI 2017 01 COI Al it Referenced Standard and Year (of Standard) Standard YAM ASTM 01970 2015 ASTM D6163 2008 FM 4474 FRSA, rRI April 2012 (04-12) 2011 TAS 110 2012 UL 1897 2000 2012 Equivalence of Product Standards Certified By Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 10/09/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Data Approved I2/12/2D17 Summary of Products FLS Model, Number or Name Description 2569.1 Soprema Roof Self adhering roof underlayments Underlayments Limits of Use Installation Instructions Approved for use In MVHZ2 No ^ F "`9^ ' r. '^•' •^ F^ co enpoee4n re t NDER AYMENTS F 7A6q- Approved for use outside HVHZ: Yes R13.Ddf Impact Resistant: N/A verified By: Robert Nieminen, P.E. PE -59166 Design Pressure: +N/A/ -150 Created by independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Limits Evaluation Reports of Use. 2.) The design pressure noted herein ^•' F"'-"^.' •c , FINAL cn atcnnncw ra mnror MMENTe n 2 69- pertains to underiayment systems used R13,gd1 beneath adhesive -set the systems. Refer to Created by Independent Third Party: Yes ER Section 5.6.4 for details. Back NF -71 Conrad Us :: 601 Ssir Stme aged Tprem um FL 32399 Phone: 850-487-1824 The stare of Florida Is an MEED employer. Copyright 2007-2013 State of Fiorlda.:: Pmi,v Statement :: A[teaslbnity statement :: Aefund Statement Under Florida law, small addresses afe public meards. If you do not went your e-mail address released in response to a public -records re,", do not send eleNonic mail m Nis entity. Instead, mntatt Me W. by phone or by traditional mail. If you have any questions, please coned 850.487.1395. 'Pursuant to Section 455.275(1), Florida statutes, effeW ve Dabber 1, 2012, Ilcenseea Ilcensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The Indus provided may be used for oindal communlcatlon with Me Ilvnam. However email addressee are public record. If you do not wish to supply a parsonal addles, pease provide the Department with an email address whist can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick oat-. Produa Approval Apc<pte: ®® Cred'R Card safe �1 1 KINITY ERD EVALUATION REPORT Soprema, Inc. 1640 rue Haggerty Drummondville, Qu6becJ2C5P8 Canada (819)478-2400 EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorizotion 119503 353 CHRISTIAN STREET, UNIT #13 OXFORD, Cr 06478 (203)262-9245 Evaluation Report 538010.06.09-1131 FI2569-013 Date of issuance: 06/15/2009 Revision 11:10/06/2017 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: Soprema Roof Underlayments tABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPtwNcE: 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 I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTSEmENr: The Evaluation Report number preceded by the words "Trinity IERD 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 8. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 Ssgsta;o„ — , 3' �. �' •+'+ Esc :fit jCa E9t STA^ G %ty The facsimile Hal appeten+ was aithorbed by Robert M1 /w�CNALEp�•� Nlemiren, P.E. on 10/06/2077. Thb does not s as an is"'s electronlaOy Spred document CEIMMATION OF INDEPENDENCE: 1. 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. Trinityl 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. 5. This is a building code evaluation. Neither TrinitylERD 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. VTRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the fallowing sections of the 6" Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1, T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 FR5A/TRI April 2012(04-12) Physical Properties ASTM D6163 2008 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: 4. Entity Examination Reference Date ERD (TST6049) ASTM D1970 / TAS 110 2968.05.04-2 05/14/2004 ERD (TST6049) Physical Properties 2757.02.05 02/03/2005 ERD (TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005 ERD (TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD (TST6049) Wind Resistance 2779.11.05-111 04/18/2007 ERD(TST6D49) TAS 103/TAS 110 57120.11.07-2 11/02/2007 ERD (TST6049) ASTM D1970 / TAS 110 513190.02.09-R1 04/01/2010 ERD (TST6049) ASTM D1970/TAS 110 531370.03.10-1-R1 04/07/2010 ERD (TST6049) Physical Properties /Tensile Adhesion 511150.05.10 -RS 09/09/2010 ERD (TST6049) _ Physical Properties/ Tensile Adhesion 531150.05.09-R2 10/05/2010 ERD (TST6049) ASTM D1970 537210.11.11 11/09/2011 ERD (TST6049) ASTM D1970 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties/ Tensile Adhesion 543530.02.14-1 02/21/2014 ERD (TST6D49) Physical Properties /Tensile Adhesion SOPC-SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015 ERD (TST6049) Wind Resistance SOPC-5[14045.05.17-R1 06/07/2017 M -D (CER1592) HVHZ Compliance 15-0508.04 09/24/2015 ICC-ES(EVL2396) 2015 IBC Compliance ESR -1524 03/01/2017 PRI (TST5878) Physical Properties SOP -064-02-01 12/03/2013 Soprema, Inc. (PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL, LLC (CUA9625) Quality Control Service Confirmation Exp. 07/18/2020 PRODUCT DESCRIPTION: 4.1 Lastobond TU HT is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012 (04-12). 4.2 Lastobond Shield is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 Inch; meets ASTM D1970. 4.3 RESISTO SA SMOOTH PLY 40 is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment; available in 3.3 ft x 65 ft rolls; meets ASTM 01970, 4.4 Lastobond Shield HT is a self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment; meets ASTM D1970. Exterior Research and Design, U.C. Evaluation Report S18010.06.09,R11 C&fffvwgJAud.rootbn#9503 6'EDITION (2017)FOC NON-NVHZ EVALUATION F115694113 Soprema, Inc Revision 11:10/06/2017 Pep 2 of 8 �I I RINITY ERD 4.5 Lastobond Pro HT -N is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch; meets ASTM 01970. 4.6 Lastobond Pro HT -S is a self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment; meets ASTM D1970. 4.7 Lastobond 195 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 4.8 Lastobond Eaves Protection Sheet is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 4.9 Lastobond Eco is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment; meets ASTM D3970. 4.10 Lastobond Smooth Seal HT is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof unclerlayment; meets ASTM D1970. 4.11 RESISTO L612316 is a elf -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof ndedavment with a 36 -inch sheet width; meets ASTM D1970. 4.12 PrimeSource Grip -Rite Eave & Valley Protector is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36 -inch sheet width; meets ASTM D1970. 4.13 RESISTO LB1244 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 44 -inch sheet width; meets ASTM D1970. 4.14 Colphene FR GR is a self -adhering, fiberglass reinforced, granule -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012 (04-12). 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 FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Soprem s Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TAgal: RooKwEROPLONS Underlayment Asphalt Nall -On Foam -On Metal wood Shakes& Slate Shingles Tile Tile Shingles Lastobond TU HT Yes Yes Yes Yes Yes See S.5 Lastobond Shield / Pro HT -N / RESISTO SA SMOOTH PLY 40 Yes No No No Yes Yes Lastobond Shield HT/ Pro HT -S Yes No ND Yes Yes Yes Lastobond Eaves Protection Sheet / Lastobond 195 Yes No No No yes yes Lastobond ECO RESISTO LB1236 rip - Rite Eave & Valley roe or 7 RESISTO Yes No No No Yes Yes L81244 Exterior Research and Design, LLC Evaluation Report 516010.06.03811 Cerdflcore oJAaMortradon#9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL2569i Soprema, Inc Revision 11:10/06/2017 Page 3 of 8 ,, 1 KININ ERD TABLE I: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Foam -On Metal Wood Shakes& Slate Shingles Tile Tile Shingles Lastobond Smooth Seal HT Yes No No Yes Yes Yes Colphene FR GR Yes yes es No Yes Yes See S. 5.5.1 "Foam -On Tile" is limited to use of following Approved the adhesives / underlayment combinations. TABLE 1A: ALLOWAeLE TRE ADHESIVE / UNDERLAYMENT COMBINATIONS' Adhesive Florida Product Approval I Underlayments Dow TileBond"' FL22525 Lastobond TU HT ICP Adhesives Polyset• AH -160 FL6332 Lastobond TU HT or Colphene FR GR 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Lastobond Shield, Lastobond Pro HT -N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT -S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip -Rhe Eave & Valley Protector, RESISTO LB1244 or Lastobond Smooth Seal HT applied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. Colphene FR GR applied to: ➢ Plywood; ASTM D41 primed plywood; ASTM D41 primed structural concrete. Note: ➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. ➢ Soprema requires tongue -and -groove board decking be covered with plywood or OSB prior to Installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Lastobond Shield, Lastobond Pro HT -N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, LasWbond Pro HT -5, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB3236, Grip -Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ Dens Deck Prime; 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 (Lastobond TU HT only), Insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D, Testing Application Standard TAS 114, Appendix J or UL1907. ' Refer to Tile Manufacturer's arAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Enerior Research and Design, LLC. Evaluation Report S18010.06.09•RSS Cenryforra ofAuthokation M03 6'"EDITIO1Y(2017)FBC NON-HVHZ EVAWATION FL2S69-R13 soprema, lnc Revision 11: 10/06/2017 Page 4 of 2 -,I RINIIY I ERD 5.6.3 Bond to Mechanically Attached Base Laver: Lastobond Shield, Lastobond Pro HT -N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT -S, Lastobond TU HT, Lastoband Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ ASTM D226, Type I or II felt; Sopra-G; Modified Sopra-G. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For Installations under foam -on tile systems (Lastobond TU HT only), base layer shall be attached in accordance with FRSA/TRI April 2012 (0412). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On rile 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/TRI 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) or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -45.0 Psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered. #2 Maximum Design Pressure = -67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol 600c Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered. #3 Maximum Design Pressure= -150.Opsf: Deck: Min. 15/32 -inch APA -rated BCX plywood (may be installed C -side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure =-60.0 psf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6 -inch o.c. at the 4 -inch laps and 6 -Inch o.c. In three (3), equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered 5.6.4.1 All other direct -deck, adhered Soprema underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. Exterior Research and Design, LLC Evaluation Report 519010.06.09-R11 Certgkme ofAudwrhnoon #950 6'"EDITION (2017)FBC NON-FNNZ EVALUATION FLZ569-R33 soprema, Inc. Revision 11:10/06/2017 Pop 5 of 8 \,I I RINITY ERD 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 (0412), 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 WD3, 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: Lastobond Eaves Protection Sheet, Lastobond 19S,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO L61236, Grip -Rite Eave & Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30 - days after installation. Laetobond Shield, Lastobond Pro HT -N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond Pro HT -S shall not be left exposed for longer than 90 -days after installation. Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180 -days after installation. 5.8 Tile Slippage Limitations ITAS 103 per FRSA/TRI April 2012 (04-12)1: When loading roof tiles on the underlayment in direct -deck the 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. TAgLE2: TIE SII►PAOE LgwmkiiiLs FOR D18ER-DEfJ M iDwALLATK a Underlaymem Tile Profile Staging Method Maximum Slope Flat Max. 10 -tile stack 6:12 Lugged Max. 10 -tile stack 5:12 Max. 10 -tile stack (bottom 2 -tile stack shall be Inverted, followed by 8 tiles high 6:12 on slope, as shown below) 1 t }1 1 Lastobond TU HT 1• Lugged Max 10 -tile stack 5:12 Colphene FR GR Flat Lugged Max 10 -tile stack 6:12 Exterior Research and Design, I.I.C. Evaluation Report 5111010,06.09.1171 Orr DIS ra afAM01hadan 119503 6'"EDITION (2017)FOC NON-HVHZ EVALUATION FL25SM13 Soprema, Inc Revision 11:10/06/2017 Page 6 of a �I I KININ J ERD 6. INSTALLATION: 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema 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 with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER (if applicable). 6.3 Lastobond TU Hr, Lastobond Shield, Lastobond Pro HT -N, RESISTO SA SMOOTH PLY 40, Iaswbond Shield HT, Lastobond Pro HTS, Lastobond Eaves Protection Sheet, LuWbond 198, Lastobond Em, Lastobond Smooth Seal HT, RESISTO LB1236, Grip-RRe Eave & Valley Protector, RESISTO L8120a or Colphene FR GR: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlavment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile Applications: While priming is optional, Soprema recommends priming with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER If the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 30 it of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3 -inches, configured to shed water. Vertical seams should be 6 - inches and staggered not less than 2 -ft from vertical seams in the course below. All over -granule end -laps shall be sealed using either heat -welding or hot air welding techniques. When Installing at slopes above 8:12, Soprema recommends back -nailing in the overlap area at the top of the sheet at 12 -inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet, into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Lastobond TU HT or Colohene FR GR onlvl: 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 foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and Soprema published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the Installation of this product. Esterlor Research and Design, LLC Evaluation Report 618010.06.09-R71 Ceff#frob 9JAU aruadon 09503 6' EDITION (2017) FBC NON-HVHZ EVALUATION F12569.1113 sopreme, Im Revision 11: 20/06/2027 Page 7 of 8 \ I RINITY j ERD 8, MANUFACTURING PLANTS: Contact the noted OA agency for information on product locations covered for F.A.C. 61G20-3 CA requirements. The following plants have qualified products under their respective physical properties specifications. Plant IpKffication t2LUA 6 Lastobond Shield, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Dr Drummondville, Or(Gonadal Pro HT -N, Lastobond Pro HT -S, Lastobond 195, Lastobond ASTM ASTM D1970 Eaves Protection Sheet, Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236, PrimeSource Grip -Rite Eave & Valley Protector, RESISTO LB1244 ASTM D1970 & FRSA/TR104-12 Colphene FR GR Wadsworth, OH Lastobond 195, Lastobond Eaves Protection Sheet, Lastobond Eco, ASTM D1970 Lastobond Smooth Seal HT, RESISTO L81236, PrimeSource Grip -Rite Eave & valley Protector, RE515T0 L61244 ASTM 01970 & FRSA/TRI 04-12 Lastobond TU HT; Colphene FR GR Gulfport, MS Lastobond 195, Lastobond Eaves Protection Sheet, Lastobond Eco, ASTM D1970 Lastobond Smooth Seal HT, RESISTO LB3236, PrimeSource Grip -Rite Eave & Valley Protector, RESISTO L81244 9. QUALM ASSURANCE ENTITY: UL, LLC — QUA9625; (314) 578-3406; k.chancellor@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC Evaluation Report S18010.06.08411 Certgimte o)AuteorleodmM 03 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL2569-R13 Soprema, Inc Revision 11:10/06/2017 Page 8 of 8