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HomeMy WebLinkAboutProduct approvals 58 .w.iM6kt FRIt P lorX;Depxt nenttr 8CIS Home Log In d User Registration Hot Topics Submit Surcharge 3 Slats&Facts f Publications t FBC Staff (' SCIS Site Map i Links I Search Busines, f1) Professional *USER:uctApproval Public User Regulation ILE Product Approval Menu>Product or Application Search>Application List>Application Detail PLE�� FL# FL10674-R12 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. THESE PLANS AND ALL PROPOSED WORK Comments Archived ARE SUBJECT TO ANY CORRECTIONS < :REQUIRE®BY,FIELD INSPECTORSTHAT, Product Manufacturer Owens Corning { IMPLY., MAY 0M NECESSARTIN ORDEI -..TO- ;- Address/Phone/Email One Owens Corning Park Toledo,OH 43659 H ALL APPLICABLE CODES,' (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 Ucensed Florida Professional Engineer Evaluation Report-Hardcopy fiecevIdo-�� py C LLfiC f) Florida Engineer or Architect Name who developed Robert J.M. NiemineA' ' TV Bump -DIVISION the Evaluation Report 3� 'Ve1`l;n FOR COI SCE Florida Ucense PE-59166 KEG`I"WED Quality Assurance Entity UL LLC DATE Quality Assurance Contract Expiration Date 08/20/2017 PLANS AkN, PERMIT MUST BE KEPT ON JOB Validated By John W. Knezevich, POR NO INSPECTION WILL BE M"E, ✓i Validation Checklist-Hardcopy Received Certificate of Independence FL10674 R12 COI 2016 01 COI Nieminen Ddf 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 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 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 t Shingles and Starters shingles f Limits of Use Installation Instructions Approved for use in HVHZ:No EL10674 R12 Ii 2016 04 FiNAI Fa nr' ASPHALT � Approved for use outside HVHZ:Yes SHINGLES FL10674-R12 Ddf i Impact Resistant:N/A Verified By: Robert 1. M. N)eminen PE-59166 Design Pressure:N/A Created by Independent Third Party: Yes + Other:Refer to ER,Section S. Evaluation Reports FL10674 R12 AE 2016 04 FINAL ER Of' ASPHALT SHINGLES FL10674-R12 pdf Created by Independent Third Party: Yes ria{k Me Kt Contact Us::1940 North Monroe Street Tallahassee FL 3239 9 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 retards.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall 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 emalis 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: ® 29 M mom £xCUrit'�tt."rfttl'S I EXTERIOR RESEARCH&DESIGN,I.I.C. 0 Certificate of Authorization N9503 ' QTRRINITYIERD 353 CHRISTIAN STREET,UNIT#13 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-R12 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 Sth 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. 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 "TrinityI 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: a�f,"�i't•::'% '•.O,h•�.�i �tCT�•' ,.••a,-�� The facsimile seal appearing was authorized by Robert Nieminen, Robert J.M.Nieminen,P.E. 2%s�{%� �t�'��• P.E.on04(18J2016.This does not serve as anelectronicallysigned Florida Registration No.59166,Florida DCA ANE1983 ; """"'i�sr. document,signed,sealed hardcopies have been transmitted to the Product Approval Adminlstrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity lERD 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 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. TRINITY I 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 Duralkidgel"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. S. LIMITATIONS: 5.1 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. 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,LLC. Evaluation Report 037940.02.12-R7 certificate of Authorization#9503 F1.10674-1112 Revision 7:04/18/2016 Page 2 of 8 'I TRINITY ERD 5.4 Wind Classification: 5.4.1 All Owens Corning shingles noted her 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 Va,d=150 mph (V,,,t= 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,,d=150 mph(V„It=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. ➢ WeatherGuarda HP shingles require minimum six(6)nails per shingle. > Devonshirer'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 Felt undedayment Deck Sdtedhared • SaH•adhered Weatherl odrt4 W <� undedaymem eatherLocke underloyment Dom— Drip edge D Drip edge edge rip— edge Nails located A located 2-3"From cave 2"•.3•from cave Inst 11 first Sefl•seaGng adhesive Seli✓ser6 adhesive StartcrStri positioned along �ran Starter Strip Pods P shingle With midi 6'remaved positlaned alOng cave 6"removed Starter Strip shingle overhangs eaves and rakes'h=Yi" SWrmStrip Plus ovorhamjs eaves and rakes va-3/4' Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 F1.10674-1112 Revision 7:04/18/2016 Page 3 of 8 •z TRINITY'ERD 6.2.6 Minimum Nailing—Classic®&Supreme: Norm&i Mansard or Area pare Normal Mansard or Area pare Wind Areas High Wind d*svan*sy Wind Areas High Wind deavanos y Area par&vientos normetos Areas vientoa foart*e Ana par&vientos normal*& Areas vi*nroa fuertas 1 , tat --w• , u, 1 8"Exposum 6WO Exposure ExgoafefBn Erpa idn 6.2.7 Minimum Nailing—Berkshire°: Sealant adp Sealant strip is lira de uWa `La lira do seffador ia— i•9'V2�" ■ i fa i— - •1 • '�—s .---�•—.! • +--�• r r 8w owl t Standard Fastening Pattern 6-Nail Fastening Pattern Stalest strip La t&a da sellador i& S S • • —►ray -• yf i Asphalt roolin'ge msnt Cenrento do lechade astafto Mansard or Steep Slope Fastening Pattern Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 t:errgfcate ofAutharizatfon 119503 F1.10674-1112 Revision 7:04/18/2016 Page 4 of 8 TRINITY IER' D 6.2.8 Minimum Nailing—Devonshire'"- 7- B" Bn an 7" N Nails 53I8'exposure Sodantl onsv Exposkl6n do 5-5/8 pulp Ubicad6n dot sollador .. ....... Ton 1"Spots of Asphalt Roof Centent Standard 6-Nall Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing—Duration®,TruDefinition® Duration, Duration® Premium Cool &TruDefinitiono Duration' Designer Color Collection: "an Fastoning pattern 644all Fastening Pattern Ir Pt Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 0.Typ" 12' Ir 1. V Mansard or Steep Slope Fastening Pattern II Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 FL10674-RI2 Revision 7:04/18/2016 Page 5 of 8 TRINITY IERD 6.2.1 Minimum Nailing—TruDefinition"OakridgeO,Oakridge®: 4 Wall Pattem 6 Nall Pattom Esqwma con 4 claws Esquema con 6 claws ir 34 74 55/8"Fxposum 65fe"ExpMro I NaN Walls Eypmfdda do 5 Gltpufg. Maws EAppslaa da 6 SlOpLdg sliff Lvmre CIOVOS 55f8"Exposure Ewposid6n de 5 619p u4 Exposlan de 6 618paig. Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes GmaW Than 21:12 air ssrr Natl.Typlul Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuardm HP: I Masi sib Vbw —goal Chm hn x rn.m Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certiftate ofAuthorization#9503 FL10674-1112 Revision 7:04/18/2016 Page 6 of 8 r TRINITY 1,ERA I 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 DuraRidgelm 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—BerkshireO Hip&Ridge and High Ridge: Fig.1 Fig.2 Dac a— atUnnveaa Dseatvn n toPwew swewrw Nas--�} A Nis Naas 4 \\\ I I t�Z TOP Lart>fnafed r{�� p I I 4' IMItCD I I I I 1 A I 1 I I i A I I I t �E>posulo V I I 1 1 1 6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge: Fig.A 99 Fig.C Hip&Ridge Shingle Fastening Pfe"111319 WM Topvbw t__Oltoctbn y, Nails A p I i ILiIt Netts I z' 2" \\ C • EipOtUlo 6" Espoauly Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 CertiflcateOfAathoH atlon#9503 FL10674-R12 Revision 7:04/18/2016 Page 7 of 8 — i MTRINITYIERD 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: Prevailing Standard 4POSL Wind Diction S,,UtStrip PatterFastenn9 At--- 8•Exp°wraalant Fasten Ph■ 7'h" 6°E Cover Exposed Fastansrs with 10,Root Cement 6.3.6 Minimum Nailing—DuraRidgerm 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. AvaraitngVrirclDltatdan Ywpha *—Otraaion dnmimnta ckimt �t• Ykn tupertar i 01mcd6ndatdmm ptadmOmnta OW a 2W r 4wcmC9ning ScttcF7s� ck,° Haiti---------y � i �— �notw,.,_ t vi0 $ 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-R7 Cerdflrate of Aurhorizattan#9503 FL10674-R12 Revision 7:04/18/2016 Page 8 of 8 �. rdS � r s rw nrf d ' ` ids, x m a c "2r ry ~. BCIS Home Log In`( User Registration 3 Hot Topics Submit Surcharge i Stats&Facts i Publications FBC Staff i BCIS Site Map Links Search i bi a ter.��� -pr H��!Product Approval USER: Public User d Product Approval Menu>Product or.Aoolication Search>Aoolication List>Application Detail „ ra FL# FL14645-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (812) 218-7342 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@metalsales.us.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �! Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL14645 R2 COI CertificateIndependence pdf Referenced Standard and Year(of Standard) Standard year FM 4470 1992 TAS 125 2003 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14645 R2 Eauiv TestEouivalentC2010 UL pdf Sections from the Cod Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/14/2015 Date Pending FBC Approval 04/18/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14645.1 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II Eva]uationReoortC2010 1 pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R2 AE Eva IuationReDortC2010 1 pdf land 86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes *_14645.2 15V-Crimp Min. 26 ga., 24 wide through fastened roof panel over min. 19/32"thick plywood deck with fasteners through panel flat. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 II EvaluationReportC2010 2 1df Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-149.6 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" o.c., FL14645 R2 AE EvaluationReportC2010 2-pdf 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf at Created by Independent Third Party: Yes fastener spacing of 12" o.c. 14645.3 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 19/32"thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 3 pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-196.75 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" o.c., FL14645 R2 AE EvaluationReoortC2010 3 odf 74.8 psf at fastener spacing of 16"o.c. and 196.75 psf at Created by Independent Third Party: Yes fastener spacing of 8" o.c. 14645.4 5V-Crimp Min. 26 ga., 24"wide through fastened roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationR oor C2010 4 odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 R2 AE EvaluationRegortC2010 4pdf and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Nom. 0.032"thick, 36"wide, aluminum through fastened roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II Eva IuationReoortC2010 5 odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-120 Evaluation Reports Other: Uplift load of 30 psf at fasteners spacing of P p p g 36" o.c. EL14645 R2 AF EvaluationReportC2010 5.odf and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes 14645.6 Aluminum Vertical Seam Nom. 0.032" thick, 16"wide, aluminum standing seam roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 6,pdf q 5 • x: :l' :F*: EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' s FLORIDA BUILDING CODE 5TH EDITION(2014) FLORIDA PRODUCT APPROVAL FL 14645.2-R2 ROOFING METAL ROOFING .Prepared For: Metal Sales Manufacturing Corporation -: 545 South 3rd Street,Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502)855-4290 C <a Prepared By: Bala Sockalingam,Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa, OK 74106 Telephone: (918)492-59.92 kk FAX: (918)493-3568 �kt This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) S�%% OCKAL/N����i °! i No 62240 •• Report No. C2010-2 :cu Date: :9�:• STATE OF • �„ 2� ;moo�••�< O R 3•'30. 20 t f F , •4 , Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 19/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 84.5 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) 131.3 psf @ fastener spacing of 18" o.c. 149.6 psf @ fastener spacing of 12" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends 6 fasteners per panel width. (4 located adjacent to ribs and 2 between ribs) At intermediate 4 fasteners per panel width. (4 located adjacent to ribs) Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. F 1 R2 20 0-2 3.27.15 Page 3 of 3 Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T235-07,Reporting Date 7/12/07 Project No. T172-08, Reporting Date 4/29/08 i DMMN DY: CM MD M. D.S. D.S. MDT: W1E: PANEL FASTENER -t s/as/ts SEE DETAIL 1 SPACING PER e 5V-CRIMP 7 \ PRESSURE TABLE. OWABLE 3 x LYWOOD UNDERLAYMENT SHALL BE.INSTALLED MINIMUM ATTACHMENT: 19/32- THICK (MIN.) AS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL kMIN. 2X_ WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT INTERMEDIATE LOCATIONS 5V-CRIMP SEE DETAIL 1 24" Of Of o U N _ - - - V• W N Z ~O 7N NO0 II 11 Ny I UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: PLYWOOD Z ow 19/32" THICK (MIN.) ¢ Do AS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL GUIDELINES >N MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS to TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & AT PLYWOOD EDGES �� FASTENER PATTERN AT PANEL ENDS TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE FASTENER PRESSURE ui SPACING (PSF) w a (IN) #9-16 OR #10-14 WOODSCREWS IL e IL o WITH SELF SEALING WASHER AT 24 84.5 a a " MAXIMUM SPACING OF 24" O.C. _� - 18 131.3 a: yam MIN CRIMP MIN 26 GA. 12 149.6 � o to 4 - w.. GENERAL NOTES• 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE t FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING gn WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. is UNDERLAYMENT PLYWOOD 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THI 19/32" THICK (MIN.) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOAD mcom 1' ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM DETAIL 1 REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. y~ 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 2010-2 SHEET NO.