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HomeMy WebLinkAboutRevisions, chg roof material brand and underlayment brand OFFICE USE ONLY: DATE FILED: PERMIT# CPy tJJ' u REVISION FEE: RECEIPT# PLANNING &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 File �,upy APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION %1110� N LOCATION/SITE REVI " ADDRESS: "` �(, I`f 1 3 Press r- L� .f� T JCL q Ir DETAILED DESCRIPTION OF PROJECT REVISIONS: ��a n q i nA r0O� rY\AA-2 r I Onk b Y-a�d &kJ Lt-V c�2 r n-"" Ym.,.t..ln,-� lr�rGtti dl _ CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CC , ST.LUCIE CO CERT.#: BUSINESS NAME: Cle QUALIFIERS NAME: ADDRESS: J002> CITY: ?5 L- STATE: F-t - ZIP: Hot 9'Ll PHONE (DAYTIME): j 7 —_7 cI FAX: OWNER/BUILDER INFORMATION: NAME: Pm&l?=Q,SCE 9-f=we S ADDRESS: SS Tc7►�h S-t-Ovl 5�- CITY: -;- I f STATE: L ZIP: q Z PHONE (DAYTIME: �7 2 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: VL 'l W- �� S101h '6 �- ADDRESS: 22 5 SIEE� CITY: e.VD [.1n STATE: T-'%- ZIP: Zci(aZ' PHONE (DAYTIME) l Z- 3Z+I - C--)lb FAX: SLCCC: 9/23109 Revised 06130117 I� PERMIT# c?005 O 3 g N ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division 0 BUILDING PERMIT SUB-CONTRACTOR AGREEMENT /J'1 1,kC Fr:'( &Yn v\, have agreed to be (Company Name/Individual Na ) �he r©O f-er- Sub-contractor for ovo n a-1 bL1 I I d( (Type of Trade) J (Primary Contractor) �f,, For the project located at L+ Li 1 Pre ss Le-4- `• � ?f'e re�, �'c ��i� (Project Street Address or Property Tax ID#) It is understood that, if there is any change of status regarding our participation with the above mentioned Rroject, the Building and Code Regulation Division of St. Lucie County will be advised pursuant to the oiling of a Change of Sub-contractor notice. ONTRACTOR SIGH T E(Qualifier) SUB-CONTRACTO SIG A URE(Qualifier) PRINT NAME PRINT NAME Ooo COUNTY CERTIFICATION NUMBER COUNTY CERTIFICATION NUMBER State of Florida,County of State of Florida,County of The foregoing instrument was signed before me this"� day of The foregoing instrument was signed before me this day of / V V 20LV by_H n q ROIL .�/ / " (�✓ ,200�by�J�'Tl'f�y 7ta m OS EY�- ho is personally known_or has produced a who is personally known W-or has produced a as identification. as identification. STAMP STAMP t P Signature of Notary Public Signature of Notary Public c,o -.e Pro ut fy, 0or) o;-e- Pro (,elk Print Name of Notary Public Print Name of Notary Public CON STANCE PROULX , - D23 C0NSTANCEState of Florida-Notary Public \Commission # GG 258328i ;=oP a�� State of Florida-Revised 11116/2016 r oc My Commission Expires _. *= Commission #Se tember 16, 2022 :; P My CommissiP September i 03 8� 71�712020 Florida Building Code Online lit t t 4y ` BC75 Home Log In User Reglstrvtion Hat Topics Submit Surcharge Stats 9 F t�cf E��r+tto(�CIS Site Map Unks Search ®n \rAl/t u O n {344 uroR vbil Uslprrovat CODE COMPLIANCE 1 ST. LUCIE COON X ..._ _._ _ -" AroduQ Appraa!Frenu>Pro6ud ar Anrallc lion ea c >QP.4licatton LtSt>ApplImtion D9tDH ®CC FL# FL2569-R19 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Soprema,Inc.(Canada) Cr Address/Phone/Email 1640 rue Haggarty Drummondville,NON-US 000\COPY. mem thieu@ o Filmemathleu@soprema. Authorized Signature Marc-Etienne Mathieu memathieu@soprema.ca Technical Representative Marc-Etienne Mathieu Address/Phone/Email 1688 Jean-Berchmans-Michaud Drummondville,NON-US 00000 (819)478-2400 Ext3327 memathieu@soprema.ce Quality Assurance Representative Jean-Francois Cote,Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville (888)811-314S }fcote@soprema.ca Category Roofing Subcategory Underiayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.M.Nieminen Evaluation Report Florida Ucense PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/10/2023 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL2569 RI9 COI 2020 01 COT NIEMINEWpdf Referenced Standard and Year(of,Standard) Standard year ASTM D1970 2015 ' AST 4 D4798 2011 ASfM D6163 2008 FM 4474 2011 FRSA/rRI April 2012(04-12) 2012 UL 1897 2012 hdpsaJfloddabuilding.org/pr/pl app dd.aspx?param--wGEVXQwtDgsKQFEnckB108Erx1Ud3xYIR3WFL46CdOuQi1ynvE6gkA%3d%3d 112 i 7/Z7/2020 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/09/2020 Date Validated 04/09/2020 Date Pending FBC Approval 04/14/2020 Date Approved 06/02/2020 summarY of Products FL# Model,Number or Name Description 2569.1 Soprema Roof Underlayments Self adhering roof undedayments Limits of UseJ Installation Instructions Approved for use in HVHZ:No F(25 9 R19 11 2020 04 06 FINAL ER FL2569-R19.pdf Approved for use outside HVHZ:Yes Verified By:Robert Nleminen,P.E.PE-59166 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-150 Evaluation Reports i Other:1.)Refer to ER Section 5 for Limits of Use.2.)The FL2569 R19 AE 2020 04 06 FINAL ER 171-2569-1119 pdf design pressure noted herein pertains to underlayment systems( Created by Independent Third Party:Yes used beneath adhesive-set tile systems.Refer to ER Section 5.6.4 for details. £3ack h�xi Contact Us::2601 Blair Stone Road,Yallahassee FL 32349 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Caavdoht2o07-2013 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 mall.If you have any questions,please contact 650.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.most provide the Department with an email address if they have one.The emaits provlded.may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal addres,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter455,FS.,please dick here. Product Approval Accepts: -aq '" O MEE- YCredit Card Safe i I httpsJ/flaridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwItDgsKQFEnckBI08ErxlUd3xYIR3WFL46CdQuQllynvE6gkAa/a3d°/r;3d 2/2 i i NEMO etC. Certificate of Authorization N32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT Soprema,Inc. Evaluation Report S18010.06.09-1137 1640 rue Haggerty FL2569-1119 Drummondville,Quebec J2C SP8 Canada Date of Issuance:06/15/2009 (819)478-2400 Revision 17:04/06/2020 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 6 h Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of 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.of any changes to the product(s),the Quality Assurance or the production facility location(s). MEMO J etc. 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 "NEMO(etc. 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 S. Prepared by: Robert J.M.Nieminen P.E. iuy,i;`A- ':'� The facsimile seal appearing was authorized by Robert s fisr ', Nieminen,P.E.on 04/0612020,This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 :},;+ ��?� ,;, . electronically signed document CERTIFICATION OF INDEPENDENcE: 1. MEMO ETC,LLC 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. NEMO ETC,LLC 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. S. This is a building code evaluation. Neither NEW I etc.nor Robert Nieminen,P.E.are,in anyway,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. @2019 NEMO ETC,LLC I I' RNEMOJetc. 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the following sections of the 61 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 PropeEU Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1,1507.2.9.2,R905.1.1, Physical Properties ASTM D1970 2015 R905.2.8.2 1507.3.3,R905.3.3 Physical Properties FRSA/TRI April 2012 2012 FRSA/TRI April 2012(04-12) Physical Properties ASTM D6163 2008 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD(TST6049) ASTM D1970/TAS 110(QC) S31370.03.104-R1 04/07/2010 ERD(TST6049) FRSA/TRI 04-12(OH) S11150.05.09-112 10/05/2010 ERD(TST6049) ASTM D1970(OH) S37210.11.11 11/09/2011 ERD(T5T6049) ASTM D1970(MS) S37210.12.11 12/01/2011 ERD(TST6049) ASTM D1970(MS) 540540.02.13-1 02/19/2013 ERD(TST6049) FRSA/TRI 04-12(MS) S43530.02.14-1-111 02/21/2014 ERD(TST6049) ASTM D1970(BC) S44870.04.14-2 04/02/2014 ERD(TST6049) ASTM D1970(QC) S44870.04.14-3 04/02/2014 ERD(TST6049) ASTM D1970(OH) S44870.04.14-1 04/10/2014 ERD(TST6049) ASTM D1970(MS) S44870.04.14-4 04/10/2014 ERD(TST6049) ASTM D1970(OH) S40540.10.14 10/31/2014 ERD(TST6049) Tensile Adhesion/Long Term Aging SOPC-SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SOPC-SC8520.04.14 04/27/2015 ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-RI 06/07/2017 M-D(CER1592) HVHZ Compliance 18-0329.03 06/28/2018 ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 NEMO(TST6049) ASTM D1970/TAS 110(QC) SOPC SC8970.08.15-Ri 04/25/2018 NEMO(TST6049) Wind Resistance 4-SOPC-18-003.08.18 08/27/2018 NEMO(TST6049) ASTM D4798/D1970(OH&MS) 4S-SOPC-18-002.05.19.A 05/31/2019 MEMO(TST6049) Tensile Adhesion/Long Term Aging 4p-D0W-19-SSLAP-01.A.R2 02/10/2020 NEMO(TST6049) Peel adhesion(existing underlayments) 4j-SOPC-19-SSUDL-04.A 03/12/2020 PRI(TST5878) ASTM D1970(MS) SOP-064-02-01 12/03/2013 Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL,LLC(QUA9625) Quality Control MLA File No.R27605 05/08/2019 UL,LLC(QUA9625) Quality Control Service Confirmation 07/18/2017 NETAO ETC,LLC Evaluation Report 518010.06.09-R17 CerV,9tateofAutharizadot+N32455 6T"EDITION(2017)FSC WON-HVHZ EVALUATION F1.2569-1119 Soprema Roof Underlayment Revision 17!04/06/2020 Page 2 of 8 i NNEM0 f etc. 4. PRODUCT DESCRIPTION: Product Specification Plant(s) Description 4.1 Lastobond TU HT ASTM D1970 and Gulfport,MS self-adhering,non-woven polyester fabric surfaced, FRSA/TRI April 2012 SBS modified bitumen roof underlayment 4.2 Lastobond Shield ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available in two widths;36 and 45 inch 4.3 RESISTO SA SMOOTH PLY ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS 40 modified bitumen roof underlayment 4.4 Lastobond Shield HT ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.5 Lastobond Pro HT-N ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available in two widths;36 and 45 inch 4.6 Lastobond Pro HT-S ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.7 EnviroShield ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.8 Lastobond 195 ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,sand-surfaced, Wadsworth,OH SBS modified bitumen roof underlayment 4.9 Lastobond Eaves ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,sand-surfaced, Protection Sheet Wadsworth,OH SBS modified bitumen roof underlayment 4.10 Lastobond Eco ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand-surfaced, Gulfport,MS SBS modified bitumen roof underlayment Wadsworth,OH 4.11 Lastobond Smooth Seal ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film-surfaced, HT Wadsworth,OH SBS modified bitumen roof underlayment 4.12 PrimeSource Grip-Rite ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film-surfaced, Smooth Seal HT Wadsworth,OH SBS modified bitumen roof underlayment 4.13 RESISTO LB1236 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand-surfaced, Gulfport,MS SBS modified bitumen roof underlayment Wadsworth,OH 4.14 PrimeSource Grip-Rite ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand-surfaced, Eave&Valley Protector Gulfport,MS SBS modified bitumen roof underlayment Wadsworth,OH 4,15 SRSTop5hield ICE& ASTM 01970 Drummondville,QC self-adhering,glass-mat reinforced,sand-surfaced, WATER DEFENDER Gulfport,MS SBS modified bitumen roof underlayment Wadsworth,OH 4.16 RESISTO LB1244 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand-surfaced, Gulfport,MS SBS modified bitumen roof underlayment Wadsworth,OH 4.17 Colphene FR GR ASTM D1970 and Gulfport,MS self-adhering,fiberglass reinforced,granule- FRSA/TRI April 2012 Wadsworth,OH surfaced,SBS modified bitumen roof underlayment NE1100 ETC,LLC Evaluation Report S18010.06.09-R17 Certificate ofAuthorixaticnk32455 6'*11 fbITION(2017)FBC IIOW-I4VHZ EVALUATION FL7569-R]9 Soprema Roof Underlayments Revision 17:04/06/2020 Page 3 of 8 i i NMEMO(etC. S. UMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC,LLC 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 So Tema Roof Underla ments may be used with an prepared roof cover where the product is specifically referenced P Y Y YP P 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: TABLE 1: ROOF CovER OPTIONS Wood or Slate or Asphalt Nall-On Foam-On Composite Underlayment Shingles Tile Tile Metal Shakes& Composite Shingles Slate Lastobond TU HT Yes Yes Yes Yes Yes Yes See 5.5.1 Lastobond Shield/Pro HT-N/ Yes No No No Yes Yes RESISTO SA SMOOTH PLY 40 Lastobond Shield HT/Pro HT-S Yes No No Yes Yes Yes EnviroShield Yes No No Yes Yes Yes Lastobond Eaves Protection Sheet/ Yes No No No Yes Yes Lastobond 195 Lastobond ECO /RESISTO 1.131236, Grip-Rite Eave&Valley Protector/ Yes No No No Yes Yes TopShield ICE&WATER DEFENDER/ RESISTO LB1244 Lastobond Smooth Seal HT/Grip- Rite Smooth Seal HT Yes No No �Ye� Yes Yes Colphene FR GR Yes Yes No No Yes Yes 5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TABLE IA-ALLOwABLETILE ADHESIVE!UNDERLAYM£NT COMBINATIONS' Underlayment Adhesive Florida Product Approval Dupont TILE BOND`" FL22525 Lastobond TU HT tCP Adhesives Polyset®AH-160 t:16332 I Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report S18010.06,09-RI7 Certipcate of Authorization N3Z455 6T"EDITION(Z4171 FBC NON-HVH2 EVAWATION FL2569-1219 Soprema Roof Underlayments Revision 17:04/06/2020 Page 4 of 8 I I MEMO]etC. 5.6 Allowable Substrates, TABLE 2; SuBSTRATE OPTIONS Underiayment Primer Substrates Lastobond Shield,Lastobond Pro HT-N,RESISTO SA (Optional)ASTM D41, plywood,OSB,Southern Yellow SMOOTH PLY 40,Lastobond Shield HT,Lastobond Pro HT-S, Elastocol Stick,Elastocol Stick pine(SYP) EnviroShield,Lastobond TU HT,Lastobond Eaves Protection Zero Sheet,Lastobond 195,Lastobond ECO,RESISTO LB1236, Grip-Rite Eave&Valley Protector,TopShield ICE&WATER DEFENDER,RESISTO LB2244,Lastobond Smooth Seal HT or ASTM D41 structural concrete Grip-Rite Smooth Seal HT Colphene FR GR (Optional)ASTM D41 Plywood ASTM D41 structural concrete Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,Lastobond Pro HT-S, Dens Deck Prime;SECUROCK EnviroShield,Lastobond TU HT,Lastobond Eaves Protection Gypsum-Fiber Roof Board; Sheet,Lastobond 195,Lastobond ECO,RESISTO LB1236, (Optional)Elastocol Stick Zero ASTM D226,Type I or 11 felt; Grip-Rite Eave&Valley Protector,TopShield ICE&WATER Sopra-G;Modified Sopra-G DEFENDER,RESiSTO L81244,Lastobond Smooth Seal HT, Grip-Rite Smooth Seal HT or Colphene FR GR Existing sand-surfaced,glass- RESISTO LB1236,Grip-Rite Eave&Valley Protector or RESISTO EXTERIOR PRIMER fiber surfaced,mineral-surfaced TopShield ICE&WATER DEFENDER or film-surfaced roof underlayment* *Final acceptance of any existing substrate in a reraof(tear-offJ installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive RESISTO LB1236,Grip-Rite Eave&Valley Protector or TopShield ICE&WATER DEFENDER self-adhering underloyments,contact RESISTO technical support. 5.6.1 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. 5.6.2 Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment 5.6.3 For installation under mechanically attached prepared roof coverings, insulation or coverboard 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!or UL1897. 5.6.4 For installations under mechanically attached prepared roof coverings,base sheet shall be attached per minimum codified requirements. For installations under foam-on the systems(Lastobond TU HT only),base sheet shall be attached in accordance with FRSA/TRI April 2012(04-12)or Section 5.6.5 herein. 5.6.5 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012(04-12)does not address wind uplift resistance of all underlayment systems beneath foam-on the 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. N1+M0 ETC,LLC Evaluation Report 518010.06.09-1117 Certificoteof Authorization 02455 6"'EDITION(20171 FBC NON-HVHZ EVALUATION FL2569-R19 Soprema Roof Underiayments Revision 17:0 410 6/2 0 2 0 Page S of 8 iRNEMOJetC. #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 Stick Zero or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, self-adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end-laps. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol Stick Zero Underlayment: Lastobond TU HT, self-adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end-laps. #3 Maximum Design Pressure=-120.0 psf: Deck: Min. 15/32-inch APA-rated CDX plywood 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 Base Ply: RESISTO SA SMOOTH PLY 40,self-adhered;thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end- laps. Underlayment: Lastobond TU HT,self-adhered;thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end-laps. #4 Maximum Design Pressure=-150.0 psf: 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; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end-laps. #5 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, self-adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end-laps 5.6.5.1 All other direct-deck, adhered Soprema underlayment systems beneath foam-on the systems carry a Maximum Design Pressure of-45 psf. I MEMO ETC,LLC Evaluation Report 519010.06,09-R17 CettifiroreOfAurhorizarion#a2a35 61"EDITION(2017)FBC NON-HVHZ EVALUATION FUS69-1219 Soprema Roof Underlayments Revision 17:04/0612020 Page 6 of 9 I - - i NNEMO(eft. 5.6.5.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case,Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, RESISTO LB1236, Grip-Rite Eave & Valley Protector,TopShield ICE&WATER DEFENDER or RESISTO LB1244 shall not be left exposed for longer than 30-days after installation. Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, EnviroShield,Lastobond Smooth Seal HT or Grip-Rite Smooth Seal HT 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(TAS 103 per FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck file 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. TASLF.3:TILE SLIPPAGE UwATioNS FOR 0IR£CT-0£cKTiLE INSTAu.ATioNs Underlayment 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, 6.12 followed by 8 tiles high on slope,as shown below) Lastobond TU HT Qz� Lugged Colphene FR GR Flat Max.10-tile stack 5,12 Lugged Max.10-tile stac 1 6:12 i MEMO ETC,LLC Evaluation Report 518010.06.09-1137 Cerdfkote ofAuthodration#32455 6T"EDITION(2017)FSC NON-HVHZ EVALUATION 1:1-2569-1119 Soprema Roof Underlayments Revision 17:04/06/2020 Page 7 of 8 I I NMEMO etC. 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 Stick Zero or RESISTO EXTERIOR PRIMER(if applicable). 6.2.1 Installation of RESISTO LB1236,Grip-Rite Eave&Valley Protector or TopShield ICE&WATER DEFENDER self-adhering underlayment in a reroof(tear-off)application atop an existing underlayment(per Table 2)requires priming of the existing substrate with RESISTO EXTERIOR PRIMER. Final acceptance of any existing substrate in a reroof(tear-off) installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive RESISTO LB1236,Grip-Rite Eave&Valley Protector or TopShield ICE &WATER DEFENDER self-adhering underlayments,contact RESISTO technical support. 6.3 Lastobond TU HT, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S,EnviroShield,Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond Eco,Lastobond Smooth Seal HT,Grip-Rite Smooth Seal HT,RESISTO LB1236,Grip-Rite Eave&Valley Protector,TopShield ICE& WATER DEFENDER,RESISTO LB1244 or Colphene FIR GR: 6.3.1 Non-Tile Applications: Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 or FBC Residential Table R905.1.1 for the type of prepared roof covering to be installed, and Soprema published requirements. 6.3.2 Tile Applications(Lastobond TU HT or Colphene FR GR only): Reference is made to FRSA/TRl April 2012 (04-12) Installation Manual for Self-Adhered Membrane, and Soprema published requirements. For mechanically fastened tile roofing over a 2-ply system,consisting of Base Sheet and Self-Adhered Membrane, fastening of the ASTM D226,Type Il base sheet shall be in accordance with Soprema requirements,but not less than that the densities set forth in FRSA/TRl April 2012(04-12),Table 1. For foam-on tile applications(Lastobond TU HT only),reference is made to Section 5.6.5 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 3 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. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.G. 61G20-3 QA requirements. Refer to Section 4 herein for product&production locations having met codified physical properties specifications. 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)579-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- NENIO ETC,LLC Evaluation Report 518010.06.09-R17 CenifcateofAaihorkadon#32455 61"EDITION(2017)FSC NOid-HVHZ EVALUATION F1.2569-R19 Soprema Roof Underlayments Revision 17:04/06/2020 Page 8 of 8 I 212112020 ®� ^ v - Florida Building Code Online `-'.,"g emsrm �}.�pp�����t+.t"'/n 2 ✓1Wit�I;a,�a G y��t t i'+fr�_,yr' „� � Syv yr+-x.+r� 1v�.�r�'1 �.�l' �- 4rr�� 7 .:ti�• i�(i:��i>�a'�L2!ri �. 6+.. . ,�.,..,v-_.-e,.�.F�_i;rs.xdi:�c�.,s"s§^e.:�(!u._�,•...L ,:.�IM+'>s.tt�'e7'�,t�Yli?, ,»':�'eirt•. ��.�Z.;eu,�y�..rr-a!":'..��#;�;t�'.s?+c�' tA`��r..:s�:�,�t BCIS Home log to User Registration Not Topics Submit Surcharge Stars&Facts Publications Contact Us BC35 Site Map Links Search db' Fir I �t Product Approval fin( f1 { - USER:Public User O 7 p t Product Approval Menu>Prodvct or Apfllication Search>ggotkation eJst>Application Detail '- �,� FL e R7 REVIEWED FOR+• � f�"� Application Type Revision Code version 2017 Application Status Approved CODE COMPLIANCE ST. LUCIE COUNTY Comments 08/18/2017v.date reapply 08/21/17 ®Cps Archived FF�� Product Manufacturer Extreme Metal Fabricators,LLC w AddresgPhone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 fivalidation@yahoo.com i i Authorized Signature Richard McKuhen fivalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 rchard@emfab.net v Quality Assurance Representative ,,=le_Ou 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 the LOCKE BOWDEN Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/2212024 Validated By Zachary R.Prie St,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL1 7022 R7 CUI FI 17022.1 5 V CRIMP ssr Ddf I Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http :1Nioddabuilding.org/pr/pr app dd.aspx?param=wGEVXQwtDgv2aBOpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d°/a3d 1/3 f . 2I2iF2020 Florida Building Code Online Product Approval Method Method i Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products Model,Number or Name ` Description 17022.1 �- ~— + 1-"5V Crimp"(R6) —_ ; 26 Gauge steel,3/8"rib height,24"wide lapped roof panel 11 mechanically attached to 15/32"plywood or Wood Deck with fasteners Limits of Use Installation Instructions { Approved for use In HVHZ:No i F1,17022 R7 II Ft,17022.1 5 V CRIMP s;r pdf i Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/Table A Evaluation Reports Other.Refer to evaluation report for Conditions.Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssrndf assembly in compliance v+ith the installation method fisted in Created by Independent Third Party:Yes this report and applicable code sections of FBC.Refer to I manufacturees installation instructions: 17022.2 ~�2-"5V Crimp"(116) 0.032"Aluminum,3/8"Rib height,21"wide lapped roof panel,_ mechanically attached to 15/32"plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions------ Approved for use in HVHZ:No FL17022 R7 II FL 17022.2 5 V CRIMP 0,032 ALUM ssr.o,df Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/Table A Evaluation Reports 1I Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0 032 ALUM ssr 120 assembly in compliance with the installation method listed in Created by Independent Third Party:Yes this report and applicable code sections of FBC.Refer to i manufacturer's installation instructions`___117022.3 13-"1.5"Mechanical Seam"(R5) 11.5"rib height, 16"wide,24 gauge steel,standing seam roof panel mechanically attached to 15/32"plywood or wood deck i i with dips and fasteners. `-- Limits of Use 4� 4Installation Instructions i Approved for use in HVHZ:No FL17022 R7 11 FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ:Yes seam 24cra ssr. IF i Impact Resistant:No Verified By:Locke Bowden,P.E.49704 Design Pressure:+N/A/Table A Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions and limitations!Evaluation Reports of use.Install the assembly in compliance with the installation FL17022 7n22 R7 AE FL 17022.3 1,5 LIECHANICAL j method listed In this report and applicable code sections of seam ga sscpdf I FBC.Refer to manufacturers installation instructions. Created by Independent Third Party:Yes i 17022.4 14-"1.5"Mechanical Seam"(R5) 1.5"rib height,16'wide,0.032"aluminum,standing seam roof, + ! I panel mechanically attached to 15/32"plywood or Wood Deck I f }with dips and fasteners. Limits of Use — Installation Instructions i Approved for use in HVHZ:No FL17022 R7 II FL 17022,4 MECIIANCIAL SEAM Approved for use outside HVHZ:Yes ALUMINUM ssr.odf 1 Impact Resistant:No Verified By:Locke Bowden,P.E.49704 1 Design Pressure:+N/A/Table A Created by Independent Third Party:Yes { other.Refer to evaluation report for conditions and limitations Evaluation Reports of use.Install the assembly In compliance with the installation FL17022 97 AE FL 17n22.4 MECHANCCAL SEAM method listed in this report and applicable code sections of ALUMINUM ssrodf 1 FBC.Refer to manufacturer's installation instructions. —� Created by Independent Third Party:Yes 1S O.5 _i 5-"1 in.Nail Strip"(115) FI'fnib height,16"wide,26 gauge steel,standing seam roof mechanically attached to 1S/32"plywood or wood deck with fasteners. `-- ---_-- - -.J 1 Limits of Use Installation Instructions Approved for use in HVHZ:No F�17022 R7 1i FL 17022.5 1.0 NAIL5TRIP ssrodf Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704 t 1 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/Table A Evaluation Reports Other:Refer to evaluation,report for conditions and limitations FU7022 R7 AE FL 17022.5 1 0 NAILSTRIP ssr odf of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes 1 t httpsJModdabuilding.org/pripr app dU.aspx?param=wGEVXCMIDgv2aBOpHpQQe6riNZMkUEoR%2bGxHCxFe5QkCHzEgvQQveeg%3d%3d 213 I I • 212112020 Florida Building Code Online method listed in this report and applicable code sections of ?FBC Refer to manufacturer's installation instructions. 117022.6 - _ y 6-"1-•--in.Nail Strip"(115) 1"rib height,16"wide,0.032"aluminum,standing seam roof •• _----^--------._.�__- anal mechanically attached to attached to LS/32"plywood or i 9 P Y P yw a 1 Wood Deck with fasteners, f Limits of use Installation Instructions j Approved for use in HVHZ-No FL17022 R7 n FL 17022.6 1.0 NAIL STRIP 0,032 1 i Approved for use outside HVHZ:Yes ALUM ssr.Ddf Impact Resistant:No Verified By:Locke Bowden,P.E.49704 i Design Pressure:+N/NTable A Created by Independent Third Party:Yes , Other.Refer to evaluation report for conditions and limitations Evaluation Reports t j of use.Install the assembly in compliance with the installation I FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 I method listed in this report and applicable code sections of ALUM ssrgdf j }F8C.Refer to manufacturer's installation instructions. -_ Created by Independent Third Party:Yes _1 117022.7 7-"1.5 in.Nail Strip"(115) -1.5"rib height,19"wide,26 gauge steel,standing seam roof { ! panel mechanically attached to 15132"plywood or wood deck f ' --- ( -- -- -- with fasteners. ------- Limits of Use Installation Instructions I Approved for use in HVHZ:No f FL17022 R7 II FL 17022.7 1,5 Nail Strip 26CA ssrodf Approved for use outside HVHZ:Yes {{{{! Verified By:Locke Bowden,P.E.49704 Impact Resistant:No 1 Created by Independent Third Party:Yes j j Design Pressure:+N/A/Table A i Evaluation Reports j Other:Refer to evaluation report for conditions and iimitaGons FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.odf of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes method listed In this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 117022.8 L8- I AX Rib"(R5) --- - 29 gauge steel,lapped roof panel mechanically attached to _ 5i32"plywood or wood deck with exposed fasteners - r-Limits of Use __ -- Installation Instructions Approved for use in HVHZ:No FL17022 P.7 II FL 177022.8 EMAX Rib ssr.odf Approved for use outside HVHZ.•Yes Verified By:Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes i Design Pressure,+N/A%Table A Evaluation Reports 11 i Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 177022.8 EMAX Rib ssrpdj of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes j method listed in this report and applicable code sections of 1 FBC.Refer to manufacturer's installation instructions j 17022.9 9-"PBR MAX"(115) 26 gauge steel,lapped roof panel mechanically attached to j 15132"plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions + Approved for use in HVH7-No : R 17022 R7 II FL 17022.9 PBR RIB ssr.pdf Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes { Design Pressure:+N/A/Table A Evaluation Reports Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.9 PBR RIB ssr cad of use.Install the assembly in compliance with the installation j Created by Independent Third Party:Yes method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 0 0 contact ::�?601 64rir stone Road�tla ssee 323A3 Fhnne 950 dA7-182a she State of flaiida is an AAjffO emplayec Coayrioht 2007-7011 State of Florida.::Privacy Start.,:Accrssitxft Statement;:Rehind statement Under Florida taw,email addresses am public records.1f you do not.rant your e-rrWd address released in re5,70r5e to a public-records re West,do not Send aedronic marl to this entity.Instead,contact the office by phone or by traditional mail.It you,have any questions,please contact 850.497.1395.'Pursuant to section 455.275(1), Fl"Wa Statute,affective October 1,2012,lice tEccv>sed ruder Chapter 455.F.S.must prmMe the Department with an email cadres(1 mar have one.The emads provide]may be tmd far otrxial communicabon wdth the licensee.lion e w email addr ses are putt record.if you do not wish to supply a pemcnai address,please provide ttm Deiaartmsutt wit at CssYi address vo%kh can be trade Wadable to the public.To det&nfMoe if yew We a licensee under chapter 455.F.S.,please crick truth. Product Approval Accepts: Credit Card Safe I https:UBoridabuilding.org/pr/pr app d8.aspx?param--wGEVXOwtDgv2aBQpHpQQe6rki2NkUEoR%2bGxHGxFe5okCHzEgvOQveeg%3d%3d 3/3 Ii 2160 SW Ponca Drive 'I palm City,FL 34990 772)872-R03� I� Compliant with Florida Building Code 2017 fe ed.) Compliant with Florida Product Approval Rule#61G20-3 Compliant: Keystone Certifications Product:S V Crimp 26GA Steel Roof Panel FBC Sec. ISO7.4.2 Yield strength:SO Iasi ruin.;Attached to min.IS/32"plywood or Wood Deck w/min.0.42 specific graves with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method i Attachment):#9 x I-1/2"Hex-Washer Head wood screw' to penetrate 3/1V nun.thru deck or 5/r embedment into wood plank.(*or sufficient length to meet requirements) Fastener 2(Method 2,3, &d Attachment):#10 x 1-11r Hex-Washer Head wood screw' to penetrate 3/1V nun.thru deck or S/8"embedment into wood plank.(*or sufficient length to meet requirements) tlnderlayment: To be compliant with FBC Sec.Chart 1507.1.1 Slope:Shall be in compliance with FBC Sec. 1SO7. See Fastener affachment specificaf ions above install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF j ROVV SPACING W O.C. 16"O.C. 8"o-t. 6"o.c. FASTENER SPACING(ALONG Panel width) 12"O.C. 12"O.C. 12"o.C. 1Z"o.C.. FASTENER SIZE #9 #10 #10 #10 eference Data: ARCHITECTURAL TESTING,INC.TST ID#:1527 UL 580-06&1997-04' Test Report E=93.01-450-18 05/02/14 Test Report F3366.01-450-18 u/18115 TAS 12S-03 Test Report D05893.02-450-18 07/22/14 *EQIJIVALENCr--UL 1897-04 is egtdvale nt to test standard UL 1893-1 *Design proswre margin of safety 2:1 Locke Bowden,P.E.does not have,not will acquire a financial in �q ,cq, m�byfacturittg or distributing products under this evaluation. �'- Locke Bowden,P.E.is not owned,operated,or controlled by a&mApa*k ifssl tuA or ttixtributing products under this report. • s j a s r Tc 0+4� �d ' 7 FL17022.1 5V Crimp (26GA Steel),24"Wide Roof Panel -Details Limitations: 11;Underlayment to be compliance with current Florida Building Code(FBC)2017 61h ed. 2:Minimum slope to be compliant with FlMda Building Code 2017 6th ed.,and per with Manufacturees installation reference. 3'Products are compliant for State of Florida product approval per Rule 61 G20-3.Compliance Method: 1-D 4:Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 51 Fire classification is not part of this acceptance.Shear diaphragm values are outside this report. 61 Support framing in compliance w/FBC 2017 61h ed.,Chapter 22 for Steel,Chapter 23 for Wood and Chapter 16 for Structural Loading. 7.This report does not imply warranty,installation,recommended product use outside of this report. Fastemrs- 119 Y 1.1lZ'vrm.or #10 a 1-10 Arlin.pw rradb i7'tarRow 5•V Crum Rad Pang Spacing andDesign Aressures Hex washer Head Woad Screws m� Q- i oK -15W ar greater PNwaad,or -wood Plank 14" t Panel Profile =Nominall Nominal 12" O.C. -Fasten 1/2"Min. or #10 x 1-1/2"Min.per -Table"A" Hex Washer Head Screw Spaced 12"o.c.across the Panel Wdth Panel Refer to Table"A"for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or -Wood plank I