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Home My WebLink AboutProduct Approval 'Florida'Building Code Online Page 1 of 2 BCIS Home Log In ; User Registration Hot Topics Submit Surcharge Stats&Facts j Publications FBC Staff BCIS Site Map Links Search ( m X Product Approval °< USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail a 4zr,4 FL# FL10674-R12 E COPY Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo,OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo,OH 43659 (419)376-8360 mel.sancrant@owenscornig.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 C1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 05/16/2020 Validated By John W. Knezevich,PE Sej Validation Checklist-Hardcopy Received Certificate of Independence FL10674 R12 COI 2016 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By , Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2... 11/9/2017 'FloridaBuilding Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/18/2016 Date Validated 04/19/2016 Date Pending FBC Approval 04/20/2016 Date Approved 06/08/2016 Date Revised 10/10/2017 Summary of Products FL# Model,Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-tab, laminated,starter and hip&ridge Shingles and Starters shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R12 II 2016 04 FINAL ER OC ASPHALT Approved for use outside HVHZ:Yes SHINQj_5 FL10674_R12_pdf Impact Resistant:N/A Verified By: Robert J.M. Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party:Yes Other: Refer to ER,Section 5. Evaluation Reports FL_1067_4 R12 AE 20_16_04 FINAL ER OC ASPHALT SHINGLES FL10674-R12.Ddf Created by Independent Third Party:Yes Back FN..lt Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Safe, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2... 11/9/2017 " EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 IN' 353 CHRISTIAN STREET,UNIT#13 ERD OXFORD,CT 06478 }}} PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-R7 One Owens Corning Parkway FL10674-1112 Toledo,OH 43659 Date of Issuance:02/06/2012 Revision 7: 04/18/2016 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles 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. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity)ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: Robert J.M.Nieminen,P.E. The facsimile sea I appearing was authorized by Robert Nieminen, IOAL ,� P.E.on 04/18/2016.This does not serve as an electronically signed :,..JlRnu q u��s Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client 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]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]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. TRINI Y'ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: Entity Examination Reference Date UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter 02/13/2014 UL LLC(TST9628) Physical Properties Classification letter 10/02/2015 Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation,R2453 Exp.08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic and Supreme are fiberglass reinforced,3-tab asphalt roof shingles. 4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles. 4.1.3 Devonshire'""are fiberglass reinforced,5-tab asphalt roof shingles. 4.1.4 Duration®, TruDefinition® Duration®, Duration® Premium Cool, TruDefinition® Duration' Designer Color Collection, TruDefinition®Oakridge, Oakridge® and WeatherGuard® HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire® Hip & Ridge Shingles, High Ridge, WeatherGuard® HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge'"Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. 5. 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. Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 FL10674-1112 Revision 7:04/18/2016 Page 2 of 8 Q0TR-1N17rY1.M0 5.4 Wind Classification: 5.4.1 All Owens Corning 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 Vasd=150 mph (Veit=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 Vasd=150 mph (Veit=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building 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 specific 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 the Florida Building Code and F.A.C.Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 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 manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Berkshire®shingles require minimum five(5)nails per shingle. ➢ WeatherGuard®HP shingles require minimum six(6)nails per shingle. ➢ Devonshire'"shingles require minimum six(6)nails per shingle. ➢ 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: Felt underlayment Deck Feltunderlayrnent Deck Self-adhered Weathedo" Self-adhered undedayment WeatherLock6 � undedayment �.. brip edge Drip^ Drip edgy Drip—edge edge `Neils located Nails located 2"-3"from eave 2"-3. =3"from eave Install first Self-sealing adhesive SeH�e�ng adhesive Starter Stripp positioned along eave Instal first Strip Plus positioned along rave shingle tZ with6'remaved 6"removed Starter Strip shingle overhangs eaves and rakes'ia=iii" Starter$t p Plus overhangs eaves and rakes 114"-314' Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 F1.10674-1132 Revision 7:04/18/2016 Page 3 of 8 TRINITY f ERD 6.2.6 Minimum Nailing—Classic®&Supreme: FArair . e al. Mansard or Area pare Normal Mansard or Area para Areae High Wind l desvanes y Wind Areas High'Wind desvones y pare vientos nornieles Areas :Wentos fuartes Area para:vienros normales Areas vientos fuerres 1A1 � r� z" 'tB z + r iA) r rt• z-. (Bl z. t-�3 15(8"Exposure porrci6n Farpoaieidn 6.2.7 Minimum Nailing—Berkshire®: Soahrrt.sirip Sealant strip /La I&a as s0ador, 1a i6a de seJlador 00 9� Vi 9 Yt' 8 Yf 8 t^i" S h 8 rh 8;V .. t Standard Fastening Pattern 6-Nail Fastening Pattern Sealant strip La Ura da sallador ,Si--=r a�--►e. a�----r a�--►.e 8 3Y' sYt' 8 Yt 8Yt t A 2. Mohalt'roofaigoement Comm do teohoda astalta Mansard or Steep Slope Fastening Pattern Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorization 119503 F1.10674-1112 Revision 7:04/18/2016 Page 4 of 8 TRINITY!ERa 6.2.8 Minimum Nailing—Devonshire'": V 7" 8" 8n I 8 1 7 1 l-10 • NI t lovas Nags 5.5/8°exposure Sealant location Exposici6n de 5.5/8 pulg Ubicad6n del sellador ry c Ten 1"Spots of Asphalt Roof Cement Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing—Duration®,TruDefinition® Duration, Duration® Premium Cool &TruDefinition® Duration® Designer Color Collection: 4-Nall Fastening Pattern 6-Nail Fastening Pattern .. Surefiai fastehing area widN SwtNai"tming area width Nail Typtoal ttatt.tip" r' tr I I it t= i•I til � it t- 77 F1 P .. Sar1^RiuP' :.,:,,: ,.!„S� 4 sw.ti.; C.m: 3mtFd.,'-♦_:' e�mCmam.:'. .. •.,:: nSmm;Qp ;•?Y� ;kaN�sd�'. .. 6t18"S-S8• 3...^ ,'�-` 6778"'.F�dB" Standard Fastening Pattern F-Al=il P—tanlna Pattorn Fastening for Slopes Greater Than.21 a2 SUreNaikgfestaala8 area trk€N tisiy Ty{aui ' fah�x �i i tr r 8 118n—In Four t^Spore ot/uPTteR Roaring cemani Mansard or Steep Slope Fastening Pattern Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117 Certificate of Authorization#9503 FL10674-R12 Revision 7:04/18/2016 Page 5 of 8 t \4TRINITYI ERD' 6.2.1 Minimum Nailing—TruDefinition®Oakridge®,Oakridge®: 4 Nail Patfarn 6 Nail Patten> Esquema cond'ctavos. Esquema;con 6ckvos 1= r I_1•. r: 56t8"6cposure ., Flails 6518^.Exposure . ., Nails- Efposidm de 66/8 putg. ctaros Fxpasiricn de S 6l6 pufg. slim'Exposure Gla/os 5:678 Exposgfe. Exposru6n de 66l8pulg. Expostcidn de 55l8 pulg. Standard Fastening Pattern 6-Nail Fastening Pattern Fastentif9 for$lopes Greater Thaq 21 12 F.U.Nalm 9.Wing eras W= iia,7,Nps -•.m.+rw,gw++. «'rv!'.F. ai 6.178 i•578": pouf t"Spob of 1.•phott Roofing Cement Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuard®HP: ginglo 04 view 2' tYb0�dibral :1 K Frhnii7i11Myh MdI Lim • t�'Mlaifu.d./�.oii Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 FL30674-R32 Revision 7:04/18/2016 Page 6 of 8 Q0TR1N1TY11EkD' 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 manufacturer's current published instructions, using four (4) nails per shingle. Installation of Dura Ridge'" Hip & Ridge Shingles shall comply with the manufacturer's 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 4 Fig 2 NaUs�-.p �) iuVw .. SfUeVf_enDmnNails Nas : 1",r TOP Lanalralw Y T A I I A' PiccO I 1 � I I 1 I I y + r Y. ,ExpOsu� ' UI I --- - 12- 6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge: Fig:G Hip lRidge'Shingle Fastening R l4 ?4 .9• PNVaningwiad Top vkwr. �—Dimd1o'l A .n Nails Nails Nails 44 ..__._. ...—..' I _i 2... 2" i I I I Exposure s, Uposum Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117 Cerrificote of Authorizotion#9503 FL10674-R12 Revision 7:04/18/2016 Page 7 of 8 e ' i - T -ry ERD 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: Prevailing Standard X11° ► Wind Direction Sealant Stri Fastening Strip Pattern J 6'ExposureI�7 112' I +"VIII Sealant Fasten Th':,. 7'1=° 6'Exposure Cover Exposed I I Fasteners with Roof Cement I-12, 6.3.6 Minimum Nailing—DuraRidge'"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. Praniing Wig1 Mrutdan Top Vlew '�—Direct domimntu di snot V(ta z nr Dirocdtndel rimtopruixninanto II" W f'IH G N012p 21W i`;." 6vrani Comina.Su iWP Main . . albs "+'aas� 51rg� V l I 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 QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com - END OF EVALUATION REPORT- Exterior Research and Design,U.C. Evaluation Report 037940.02.12-117 Certificate of Authorization 119503 FL10674-1112 Revision 7:04/18/2016 Page 8 of 8 Joe Cido To: Joe Cicio (cicioj@stiucieco.org) 708.7 When a roof covering on an existing site-built single-family residential structure is removed and replaced,the following procedures shall be permitted to be performed by the roofing contractor: (a) Roof-decking attachment shall be as required by Section 708.7.1. (b)A secondary water barrier shall be provided as required by Section 708.7.2. Exception: Single family residential structures permitted subject to the Florida Building Code are not required to comply with this section. 708.7.1 "Roof decking attachment for site-built single-family residential structures. For site-built single-family residential structures the fastening shall be in accordance with Section 708.7.1.1 or 708.7.1.2 as appropriate for the existing construction. 8d nails shall be a minimum of 0.113 inch (2.9 mm) in diameter and shall be a minimum of 21/4 inch (57 mm) long to qualify for the provisions of this section for existing nails regardless of head shape or head diameter. 708.7.1.1 Roof decking consisting of sawn lumber or wood planks up to 12 inches (305 mm)wide and secured with at least two nails (minimum size 8d)to each roof framing member it crosses shall be deemed to be sufficiently connected. Sawn lumber or wood plank decking secured with smaller fasteners than 8d nails or with fewer than two nails (minimum size 8d)to each framing member it crosses shall be deemed sufficiently connected if fasteners are added such that two clipped head, round head,or ring shank nails (minimum size 8d)are in place on each framing member it crosses. 708.7.1.2 For roof decking consisting of wood structural panels,fasteners and spacing required in columns 3 and 4 of Table 708.7.1.2 are deemed to comply with the requirements of Section 706.3, Florida Building Code, Existing Building for the indicated design wind speed range.Wood structural panel connections retrofitted with a two part urethane based closed cell adhesive sprayed onto the joint between the sheathing and framing members are deemed to comply with the requirements of Section 706.3, Florida Building Code, Existing Building, provided testing using the manufacturer's recommended application on panels connected with 6d smooth shank nails at no more than a 6-inch (152.4 mm) edge and 12-inch (305 mm)field spacing demonstrate an uplift resistance of a minimum of 200 psf. Supplemental fasteners as required by Table 708.7.1.2 shall be 8d ring shanknails ith round heads and the following minimum dimensions: /1. 0.113-inch (2.9 mm) nominal shank diameter. r 2. Ring diameter a minimum of 0.010 inch (0.254 mm) over shank diameter. 3. 16 to 20 rings per inch. I 4.A minimum 0.280-inch (0.7 mm)full round head diameter. l 5. Ring shank to extend a minimum of 11/2 inches (38 mm)from the tip of the nail. 1 l 6. Minimum 23/8-inch (60 mm) nail length. TABLE 708.7.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING "EXISTING FASTENERS EXISTING SPACING Vasd 110 MPH OR .LESS SUPPLEMENTAL FASTENER SPACING SHALL BE NO GREATER THAN Vasd GREATER THAN •110 M P H SUPPLEMENTAL FASTENER SPACING SHALL BE NO GREATER THAN Staples or 6d Any 6" o.c.b 6" o.c.b 8d clipped head, round head, smooth or ring shank 6"o.c.or less None necessary None necessary 11-1i8d clipped (,head, round head, smooth or 1( ring shank Greater tha " o.c. 6" o.c.a 6" o.c.a For SI: 1 inch=25.4 mm. a. Maximum spacing determined based on existing fasteners and supplemental fasteners. b. Maximum spacing determined based on supplemental fasteners only. c.Vasd shall be determined in accordance with Section 1609.3.1 of the Florida Building Code, Building or Section R301.2.1.3 of the Florida Building Code, Residential. 2 ALTERATIONS—LEVEL 1 (a)' Roof-decking attachment shall be as required by Sec- TABLE 708.7.1.2 1 tion 708.7.1. SUPPLEMENT FASTENERS INTERMEDIATE A FRAMEL ING—, (b) EDGES AND 1 1 (b) A secondary water .barrier shall be provided as p =_�_ V_,110 MPH OR Vo'GREATER THAN 1 1 required by Section 708.7.2. LESS110'MPHj ( EXISTING EXISTING SUPPLEMENTAL t SUPPLEMENTAL 1 1 Exception: Single family residential structures permitted FASTENERS SPACING FASTENER FASTENER SPACING 1 subject to the FloridBuilding un Code are not required to SPACING SHALL BE ", SHALLBE NO b 1 � g Cdq NO GREATER THAN �" GREATER-THAN 1 comply with this section. 1 6d Staples or Any 6"o.c n 6"o.c.b 1 1 708.7.1 Roof decking attachment for site-built single- 1 family residential structures. For site-built single-family 8d clipped 1 residential structures the fastening shall be in accordance head,round 6"o.c.or 1 1 with Section 708.7.1.1 or 708.7.1.2 as appropriate for the head, less None necessary None necessary 1 1 existing construction. 8d nails shall be a minimum of smooth or 1 0.113 inch (2.9 nun) in diameter and shall be a minimum ring shank 1 of 21/4 inch (57 mm) long to qualify for the provisions of 8d clipped 1 1 this section for existing nails regardless of head shape or head,round Greater 1 1 head diameter. head, than 6" 6"o.c.' 1 708.7.1.1 Roof decking consisting of sawn lumber or 9 smooth or O.C. ring shank 1 1 wood planks up to 12 inches (305 mm) wide and -- 1 secured with at least two nails (minimum size 8d) to For SI:1 inch=25.4 mm. 1 each roof framing member it crosses shall be deemed to a. Maximum spacing determined based on existing fasteners and 1 1 be sufficiently connected. Sawn lumber or wood plank supplemental fasteners. 1 1 decking secured with smaller fasteners than 8d nails or b. Maximum spacing determined based on supplemental fasteners only. 1 with fewer than two nails (minimum size 8d) to each c. V., shall be determined in accordance with Section 1609.3.1 of the 1 framing member it crosses shall be deemed sufficiently Florida Building Code, Building or Section R301.2.1.3 of the Florida g y Building Code,Residential. 1 connected if fasteners are added such that two clipped 1 1 head, round head,.or ring shank nails (minimum size 708.7.2 Roof secondary water barrier for site-built sin- 1 1 8d)are in place on each framing member it crosses. gle family residential structures.A secondary water bar- 1 rier shall be installed using one of the following methods 1 708.7.1.2 For roof decking consisting of wood struc- when roof covering is removed and replaced: 1 1 tural panels,fasteners and spacing required in columns 1 1In either on 3 and 4 of Table 708.7.1.2 are deemed to comply with ther HVHZ or N =HVHZ regions: 1 the requirements of Section 706.3, Florida Building a) All points in structural panel roof sheathing or 1 1 Code, Existing Building for the indicated design wind decking shall be covered with a minimum 4-inch 1 1 speed range. Wood structural panel connections retro- (102 mm) wide strip of self-adhering polymer 1 1 fitted with a two part urethane based closed cell adhe- modified bitumen tape applied directly to the 1 sive sprayed onto the joint between the sheathing and sheathing or decking.The deck and self-adhering 1 framing members are deemed to comply with the polymer modified bitumen tape shall be covered 1 1 requirements of Section 706.3,Florida Building Code, with one of the underlayment systems approved 1 1 Existing Building, provided testing using the manufac- for the particular roof covering to be applied to 1 1 turer's recommended application on panels connected _ the roof. 1 with 6d smooth shank nails at no more than a 6-inch 1 (152.4 mm) edge and 12-inch (305 mm) field spacing b) The entire roof deck shall be covered with an 1 1 demonstrate an uplift resistance of a minimum of 200 approved asphalt impregnated 30#felt underlay- 1 ment or approved synthetic underlayment 1 psf' installed with nails and tin-tabs in accordance 1 1 Supplemental fasteners as required by Table with Section 1518.2, 1518.3, or 1518.4 of the 1 1 708.7.1.2 shall be 8d ring shank nails with round heads Florida Building Code, Building. (No additional 1 and the following minimum dimensions: underlayment shall be required over the top of 1 1. 0.113-inch(2.9 mm)nominal shank diameter. this sheet.) The synthetic underlayment shall be 1 1 fastened in accordance with the manufacturer's 1 1 2. Ring diameter a minimum of 0.010 inch (0.254 recommendations. 1 mm)over shank diameter. 1 2. Outside the`HVHZ: 1 3. 16 to 20 rings per inch. 1 a) The entire roof deck shall be covered with an 1 1 4. A minimum 0.280-inch(0.7 mm)full round head approved self-adhering polymer modified bitu- 1 1 diameter. men sheet meeting ASTM D 1970 or an approved 1 5.-Ring shank to extend a minimum of 11/2 inches self-adhering synthetic underlayment installed in 1 accordance with the manufacturers installation 1 1 (38 mm)from the tip of the nail. instructions.No additional underlayment shall be 1 6. Minimum 23/,-inch(60 mm)nail length. required on top of this sheet for new installations. 7.4 FLORIDA BUILDING CODE—EXISTING BUILDING,5th EDITION(2014) �y ��TRINI-ffj ERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page JA-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 IA-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5 113 Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5 1C Wood New,Reroof(Tear-Off)or Recover C Mech:Attached Insulation,Bonded Roof Cover 6 1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6 1E-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 7 1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 8 1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 8 2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9 2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10 2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 11 3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-14 3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 15 3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 15 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-17 4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17 4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-20 5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 21 5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 22 5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22 SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23 5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 23 6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 24 6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 25 6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 25 6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 26-27 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 27 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: ➢Wood: Minimum 0.75-inch penetration. y Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturers published installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover. Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report A42970.10.12-111 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 27 TRINITY ERD 14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. TABLE 1:TRI-BUILT ROOF COVERS Reference Layer Material Application BP-AA Base FBC Approved ASTM D4601,Type II HA at 20-40 lbs/square (Base and Ply sheets,Asphalt-Applied) Ply FBC Approved ASTM D2178,Type IV or VI SBS-AA Cap TriBuilt SBS Granular HA at 20-40 lbs/square (SBS,Asphalt-Applied) SBS-TA (SBS,Torch-Applied) Cap TriBuilt SBS Granular Torch-Applied SBS-SA Base TriBuilt SA SBS Base (SBS,Self-Adhering) Cap TriBuilt SA SBS Cap Self-Adhering APP-TA Base or Ply TriBuilt APP Smooth (APP,Torch-Applied) Cap TriBuilt APP Smooth,TriBuilt APP Granular Torch-Applied APP-SA (APP,Self-Adhering) Cap TriBuilt SA APP Cap Self-Adhering 15. The following represent priming requirements for gypsum-based coverboards: ➢ Dens Deck and Dens Deck Prime shall be field-primed with ASTM D41 primer prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications. ➢ SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application. 16. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design,LLC.d/b/a Trinity[ERD Evaluation Report A42970.10.12-R1 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 <l Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 27 TRINITY ERD TABLE 1E-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(See Note 1) Base Sheet Roof Cover MDP No. Base Fasteners Attach Ply Cap (psf) Min.19/32-inch Polyglass Elastobase,Polyglass Elastobase OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or W-1 plywood at max. Poly,Polyglass G2 Base,CertainTeed Roofgrip#14,Dekfast Hex with Dekfast#14 o.c.in two,equally spaced,staggered more BP-AA or SBS-AA,SBS- _52.5 24-inch spans Glasbase,Firestone MB Base,JM Perma- or TruFast MP-3 with TruFast HD center rows APP-TA TA,APP-TA Ply 28,Tamko Glass Base or GAFGLAS#75 Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP- Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast#14 or TruFast MP- One or more SBS- * I W-2 plywood at max. Elastobase Poly with poly top surface 3 with TruFast HD center ter rows in two,equally spaced,staggered SA SA,SBS-TA or 52.5 24-inch spans cenAPP-TA Min.19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or SBS-AA,SBS- W-3 plywood at max. Elastobase Poly Roofgrip#12 o.c.in two,equally spaced,staggered more BP-AA or TA,APP-TA -60.0 24-inch spans center rows APP-TA Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP- Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with One or more SBS- W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip#12 O.C.in two,equally spaced,staggered SA SA,SBS-TA or -60.0* 24-inch spans center rows APP-TA TABLE 1F:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Deck Primer Roof Cover MDP No. Joint Treatment Base Ply Cap (psf) Min.15/32-inch plywood (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA W 5 at max.24-inch spans (Optional)ASTM D41 None SBS-SA APP-TA or APP-TA 90.0 Min.15/32-inch plywood Plywood joints are covered with 4-inch wide strips of TriBuilt SA (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA W 6 at max.24-inch spans (Optional)ASTM D41 SBS Base,rolled into place to create continuous bond. TriBuilt SA SBS Base APP-TA or APP-TA 97.5 Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report A42970.10.12-R1 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 27