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Home My WebLink AboutRevision 7-6-18-OFFICE USE ONLY: DATE FILED: REVISION FEE: 1P -15 PO LOCATION/SITE ADDRESS: PERNIIT # ( ! t O — 013 S RECEIPT # I t : j Q PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: --- RECEIVED JUL ® 6 2018 ST. Lucie County, Permitting STATE of FL REG./CERT.' #: ST. LUCIE CO CERT. #: CCC (33g -V j (,, BUSINESS NAME: S-f- LILAC i-z 900�,n.�► QUALIFIERS NAME: ADDRESS: 1913 Sv\J -Oa ikk M4i"-Jv 1314, CITY: K L- STATE: FL- ZIP: '3 y 9 $ Nf PHONE (DAYTIME): 7'12 - 3±t - -715 3 FAX: -7-72 - 201 - -73 (;4 OWNER/BUILDER INFORMATION: NAME: dereur�1 Wace, ADDRESS: 11 1 S CC,MW C-ygakD5 i zc vi e� CITY: STATE: f 4- ZIP: 3%fqe 2- PHONE (DAYTIME: 221- S- 2 7 - 0?2'7 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: f3eexcknvu- ADDRESS; 9W ) CITY; T--4 PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 File Copy ZIP: 3 `(5 aSo 31'4 r 1/4/2018 i Florida Building Code Online .__.dF.o..-g., i"` a p• ��b ty �, F•� C' y �1�". c '�< {_ti � r may+ t J� i t�!'(rG/�' A.;. �� '� �.I) .." AS4 >..i.... Y t d t -.r "` i' ,_ i; ; i1,� �;.�m Y ... ,�•4;xs I•:i... _ ._.. . • :�.!_.�...� - �..., ^ �z�«�._.-.w�._....�..�.._. 'StL'�-If .,-.Ma�F i cR.,...?i. .Wr Li•.�.� I.....:,7��. aCIS Home I Log In i User Registration Hot Topics I Submit Surcharge i Stats & Facts 1 Publications j FBC Staff i BCIS Site Map { Links } Search bFlodda �r+ iProductApproval prsUER: PublicUser Product Approval Menu > Product or Application Search > Application Us t > Applications Detail FL # FL2569-R13 Application Type Revision Code Version 2017 Application Status Approved Comments Archived rmsF PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Product ManufacturRQUIRED BY -FIELD INSPECTORS TI%Trema, Inc. (Canada) Address/Phone/EmAJ AY BE NECESSARY IN ORDER TO 0. rue Haggarty COMPLYWITHALLAPPLICABLECOmmondville, NON -US 00000 (819)478-2400 merriathieu@sop rema. ca Authorized Signature Marc -Etienne Mathieu memathieu@soprema:ca Technical RepeeNWHD FASTS IAS 00 Ai 1i1 44 rc-Etienne Mathieu Address/Phone/EmARE THE RESPQNSIBILIV OP 14k 168E Jean-Berchmans-Michaud CONTMCTOR ®p R106 0 Drummondville, NON -US 00000 t1 (819) 478-2400 Ext3327 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method JUL 0 6 2018 ST, Lucie Co unFYe 1'ermit-tinq memathieu@soprema.ca lean -Francois; Cote, PCDO .�j BLS D✓rC . C, 1640 rue co CQ11 ` s8yop- 8) 81rV _E,v�n BY I ,r-c'P1 Ir'g p� and m SOB 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 License Quality Assurance, Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE-59166 UL LLC 07/18/20,20 John` W. Knezevich, PE � Validation Checklist - Standard ASTM D1970' ASTM D6163 FM 4474 FRSA/TRI April 2012 (04-12) TAS 110 UL 1897 J. d -;r ,i ar 2015 2008 File Copy 1 201 2000 2012 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwiDgsKQFEnckBl 08Erx1 Ud3xYlp02ib3vkhsvCVHcvjHpOtA%3d%3d 112 1/4/2018 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/09/2017 10/11/2017 10/15/2017 12/12/2017 FL # Model, Number or Name Description, 2569.1 Soprema Roof Underlayments Self adhering roof underlayment.s Limits of Use Installation Instructions - Approved for use in HVHZ: No FL2569R13: II '20] 7 10 FINAL. ER, SOPREMA CA UNDERLAYMENTS FL2569- R 13. df Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By:, Robert Nieminen, P.E. PE-Sk156 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Limits of Use. 2.) The design pressure noted herein Evaluation Reports FL2569 R13_AE 2017 10 FINAL. ER SOPREMA CA UNDERLAYMENTS FL2569- R13.Ddf pertains to underlayment systems used beneath adhesive -set tile systems. Refer to Created by Independent Third Party: Yes ER Section 5.6.4 for details. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State ofr Flonda.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,;coptect the office,by; phone or by traditional mall. 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, rpay be used for ofiidai'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., f +- •_ _ please click a e . ,. Product Approval Accepts: Credit Card Safe https://floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgsKQFEndkBIOBErxl Ud3x.YlpO2ib3vkhsvCVHcvjHpOtA%a3d%3d 2/2 F �. TI$i�Iilir; ERD a EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Soprema, Inc. Evaluation Report S18010.06.09-R11 1640 rue Haggerty F1.2569-1113 Drummondville, Quebec J2C 5P8 Canada Date of Issuance: 06/15/2009 (919) 479-2400 Revision 11.10/0612017 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 a Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such -time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity ERD 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. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 20/06/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have,, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl 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 wiWacquire, 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 Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ., TRINITY E ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind -Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1, T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 FRSA/TRI April 2012 (04-12) Physical Properties ASTM D6163. 2008 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Enfty Examination Reference Date ERD (TST6049) ASTM D1970 / TAS 110 2968.05.04-2 05/14/2004 ERD (TST6049) Physical Properties 2757.02.05 02/03/2005 ERD (TST6049) ASTM D1970 / TAS 110 2974.03.054 05/17/2005 ERD (TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD (TST6049) Wind Resistance 2779.11.05-R1 04/18/2007 ERD (TST6049) TAS 103/ TAS 110 S7120.11.07-2 11/02/2007 ERD (TST6049) ASTM D1970 / TAS 110 S13190.02.09-R1 04/01/2010 ERD (TST6049) ASTM D1970 / TAS 110 S31370.03.10-1-R1 04/07/2010 ERD (TST6049) Physical Properties/Tensile Adhesion S11150.05.10=R1 09/09/2010 ERD (TST6049) Physical Properties / Tensile Adhesion S11150.05.09-R2 10/65/2010 ERD (TST6049) ASTM D1970 537210.11.11 11/09/2011 ERD (TST6049) ASTM D1970 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties / Tensile Adhesion S43530.02.14-1 02/21/2014 ERD (TST6049) Physical Properties / Tensile Adhesion SOPC-SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015 ERD (TST6049) Wind Resistance SOPC-SC14045:05.17-RI 06/07/2017 M-D (CER1592) HVHZ Compliance 15-0508.04 09/24/2015 ICC-ES (EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 PRI (TST5878) Physical Properties SOP-064-02-01 12/03/2013 Soprema, Inc. (PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL, LLC (QUA9625) Quality Control. Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Lastobond TU HT is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012 (04-12). 4.2 Lastobond Shield is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch; meets ASTM D1970. 4.3 RESISTO SA SMOOTH PLY 40 is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment; available in 3.3 ft x 65 ft rolls; meets ASTM D1970. 4.4 Lastobond Shield HT is a self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment; meets ASTM D1970. Exterior Research and Design, I.I.C. Evaluation Report SI8010.06.09-R11 Certificate ofAutharization #9503 6P EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-R13 Soprema, Inc. Revision 11:10/06/2017 Page 2 of 8 ,111I TRINITY ! ERD 4.5 Lastobond Pro HT-N is a self -adhering, woven• polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch; meets ASTM D1970. 4.6 Lastobond Pro HT-S is a self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment; meets ASTM D1970. 4.7 Lastobond 195 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 4.8 Lastobond Eaves Protection Sheet is a self -adhering; glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 4.9 Lastobond Eco is- a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 4.10 Lastobond Smooth Seal HT is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 4.11 RESISTO LB1236 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with.a 36-inch sheet width; meets ASTM D1970. 4.12 PrimeSource Grip -Rite Eave & Valley Protector is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. 4.13 RESISTO LB1244 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 44-inch sheet width; meets ASTM D1970. 4.14 Colphene FIR 'GR is a self -adhering, fiberglass reinforced, granule -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970.and FRSA/TRI April 2012 (04-12). 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinityl 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 forthat 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-Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed; a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5, Allowable Roof Covers: TABLET: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Foam -On Metal' Wood Shakes & Slate Shingles Tile Tile Shingles Yes Lastobond TU HT -Yes Yes Yes Yes Yes Lastobond Shield J Pro HT-N,/ RESISTO SA Ye5 No ", No No Yes Yes SMOOTH PLY 40 Lastobond Shield HT / Pro HT-S , . ,Yes " No ; No I Yes Yes :Yes Lastobond Eaves Protection Sheet / Lastobond 195 Yes NO,`: t No No Yes Yes Lastobond ECO / RESISTO L61236, Grip= ' Rite Eave & Valley Protector/ RESISTO Yes No" --NO"-, - No •Yes Yes " LB1244 Exterior Research and Design, U.C. Evaluation Report S18010.06.09-R11 Certificate ofAuthorizotion N9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-1113 Soprema, Inc. Revision 11:10/06/2017 Page 3 of 8 1 'TRUNITY ERD ;TABLE 1C ROOF COVER OPTIONS Asphalt Nail -On Foam -On Wood Shakes & Underlayment Metal Slate Shingles Tile. Tile Shingles Lastobond Smooth,5eal HT Yes No No , ; Yes .. ` , ,. Yes Yes Colphene FR GR ,No Yes es -.es - Yes Yes ` = Se es ._ ..: 5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations. ) ' TABLE 1A. ALLOWABLE TILE ADHESIVE'%,UNDERLAYMENT COMBINATIONS1. Adhesive Florida Product Approval Underlayments Dow TileBond— FL22525 Lastobond TU HT ICP Adhesives Polyset® AH-160 FL6332 Lastobond TU HT or Colphene FR GR 5.6 Allowable Substrates: 5.6.1 Direct -Bond to.Deck: Lastobond Shield; Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244 or Lastobond Smooth Seal HT applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. Colphene FR GR applied to: ➢ Plywood; ASTM D41 primed plywood; ASTM D41 primed structural concrete. Note: ➢ While not required, over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with Elastocol'Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. Soprema requires tongue-and=groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Lastobond Shield, Lastobond. Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond. Eaves Protection Sheet, Lastobond 195,,Lastobond. ECO, RESISTO LB1236, Grip-Rite`Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ Dens Deck Prime; SECU ROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared. roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on the systems (Lastobond TU HT only), insulation attachment shall be designed by a qualified design professional and installed, based on testing, of the insulation/underlayment system in accordance with FM 4474, Appendix D, Testing Application Standard TAS 114,Appendix J or UL1907. s Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida ProductApproval for'Overturning Moment Resistance Performance. Exterior Research and. Design, LLC. Evaluation Report S18010.06.09-Ril Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-R13 Soprema, Inc. Revision 11: 10/06/2017 Page 4 of 8 \ 1 TRIMS Y ERD 5.6.3 Bond to Mechanically Attached Base Laver: Lastobond Shield, Lastobond Pro HT N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ASTM D226. Type I or II felt; Sopra-G; Modified Sopra-G. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Lastobond TU HT only), base layer.shall be attached in accordance with FRSA/TRI.April 2012 (04-12). 5.6.4 Wind Resistance for Underlayment Systems.in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind,uplift limitations apply to underlayment systems that are not addressed, in FRSA/TRI April 2612 (64-12) and are used in foam -on tile.applications. Maximum Design Pressure is the result of testing for windload resistance based on allowable wind loads, and reflects the ultimate passing pressure divided .by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12) or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure= -45.0 psf: Deck: Min. 15/32-inch plywood to meet project .requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered. #2 Maximum Design Pressure = -67.5 psf: Deck:. Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol600c Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered. #3 Maximum Design Pressure = -150.0 bsf: Deck: Min. 15/32-inch APA-rated BCX' plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having. Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, self -adhered, shall be thoroughly roll using. hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Desian Pressure =-60.0 psf: Deck: Min. 19/32-inch plywood to. meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps '(FBC 1517.5.2) spaced 6=inch. o.c. at the 4-inch laps and 6-inch o.c. in three (3), equally spaced rows in the center of :the sheet. Underlayment: Lastobond TU HT or Colphene FR GR,'self-adhered 5.6.4.1 All other direct -deck, adhered Soprema underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. Exterior Research.and Design, LLC. Evaluation Report S18010.06.09-R11 Ce►tifcateofAuthorization#9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-R13 Soprema, Inc., Revision 11:10/06/2017 Page 5 of 8 �Vye of TRII I-M ERD 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly.•shall meet or exceed that required under FRSA/TRI April 2012.(0412), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI .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, Lastobond Smooth Seal HT, RESISTO LB1236, Grip -Rite Eave & Valley Protector 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 or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation. Lastobond TU HT or Colphene FIR 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 tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2 71LE SUP,PgGE,LIMITATIONS FORM,RECT-DECK;TILE,INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max. SO -tile stack (bottom 2-tile stack shall be inverted, followed by'8 tiles high 6:12 on slope, as shown below). Lastobond TU HT Lugged .N tin�tJy Flat Max.10-tile stack 5:12 Colphene FR GR Lugged Max.10-tile stack 6:12 Exterior Research and Design, LLC. .Evaluation Report S18010.06.09-Rll Certificate ofAuthorization #9503 67" EDITION (2017) FBC NON-HVHZ EVALUATION FLZ569-R13 Soprema,.lnc. Revision 11:10/06/2017 Page 6 of 8 TR.INITY! ERD 6. INSTALLATION: 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements.subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER (if applicable). . 6.3 LastobondTU HT, Lastobond-Shieldjastob„ond Pro HT-N,-:RESISTO, SA SMOOTH PLY 40 Lastobond Shield HT, Lastobond:Pro HT 5, Lastobond Eaves Protection Sheet, Lastobond 195,:Lastobonii Eco, Lastobond Smooth Seal'HT, RESISTO LB1236, Grip -Rite Eave'& Valley.Protector, RESISTO;LB1244`or Co1phene FR.GR: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507:1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile Applications: While priming is optional, Soprema recommends priming with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER if :the final, roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. All over -granule end -laps shall be sealed using either heat -welding or hot air welding techniques. When installing at slopes above 8:12, Soprema recommends back -nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Lastobond TLI HT or Colphene PR GR only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (0442). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table Iherein, 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. Exterior Research and Design, LLC. Evaluation Report S18010.06.09-11I1 Certifrcate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.2569-1113 Soprema, Inc. Revision 11:10/06/2017 Page 7 of 8 S "_ J T'RINITY i ERD 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for R.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant , , ' Siiecifica#ion = `' Product(s) Lastobond Shield, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Drummondville, Lastobond Pro HT-N, Lastobond Pro HT-S, Lastobond 195, Lastobond QC (Canada) ASTM D1970 Eaves Protection Sheet, Lastobond Eco, Lastobond Smooth Seal HT, RESISTO 1-61236, PrimeSource Grip -Rite Eave &Valley Protector, RESISTO LB1244 ASTM D1970 & FRSA/TRI 04-12 ColphenelFR GR Lastobond 195, Lastobond Eaves Protection Sheet Lastobond Eco, Wadsworth, OH ASTM D1970 Lastobond Smooth Seal HT, RESISTO LB1236, PrimeSource Grip -Rite Eave & Valley Protector, RESISTO.LB1244 ASTM D1970 & FRSA/TR104-12 Lastobond TU HT; Colphene FR GR Gulfport, MS Lastobond 195, Lastobond Eaves Protection Sheet, Lastobond Eco, ASTM D1970 Lastobond Smooth Seal HT, RESISTO LB1236, PrimeSource Grip -Rite Eave & Valley Protector, RESISTO L91244 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report S18010.06.09-R11 Certificate OfAutharization #9503 6T" EDITION (2017) FBC NON-HVHZ-EVALUATION F1.2569-1113 Soprema, Inc. Revision 11:10/06/2017 Page 8 of 8 bHolia . I r �jO Product Approval 's USER: Public User e�- // P rhr l „fir ..�?.. .�i1�/'.,``,• ,S`"�v'�'1�1,1r �� Q.BPB;f�' �YA§?$+,PBp$�?�Is14!!� tcglACTDa ProductAooroval Menu > Praduct or ArIC111catfon Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17022-R7 Revision 2017 Approved 08/18/2017v, date reapply 08/21/17 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 nva I i da. ti on @ya h oo. com Richard McKuhen nvalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 rchard@emfab.net Roofing AMt�, RECEIVED JUL 0 6 2018 ST. Lucie County, Permitting 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 04/22/2024' Validated By Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Fill C®PTor ttps://floridabuilding.org/prlpr app_dtl.aspx?param--wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FIL # Model, (dumber or Name � Description f 17022.1 1 - "5V Crimp" (R6) 26 Gauge steel, 318" rib height, 24" wide lapped roof panel I fl mechanically attached to 15/32" plywood or Wood Deck with I fasteners { Limits of use Installation Instructions j Approved for use in HVHZ: No I FL17022 R7 II FL 17022.1 5 V CRIMP ssr odf 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 5V CRIMP ssr.Ddf assembly in compliance with the installation method listed in Created by Independent Third Party: Yes I this report and applicable code sections of FBC: Refer to manufacturer's installation instructions. j 17022.2 2 - "5V Crimp" (R6) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with i 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 odf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes j Design Pressure: +N/A/ Table A Evaluation Reports Other: Refer toevaluation report for conditions.Install the FL17022 R7 AE TL 17022.2 5 V CRIMP 0.032 ALUM ssr odf 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 `manufacturer's installation instructions. 17022.3 3 - "15' Mechanical Seam" (115) 1.5" rib height,, 16" wide, 24 gauge steel', standing seam roof j panel mechanically attached to SS/32" plywood or wood deck i with clips and fasteners. j Limits of Use Approved for use in HVHZ: No Installation Instructions ' FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24oa ssr.odf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 I Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports ! limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL 1 installation method listed in this report and applicable code I seam 24aa ssrpdf 1 sections of FBC. Refer to manufacturer's installation Created by'Independent Third Party: Yes instructions. + i 117022.4 14 - "1.5" Mechanical Seam" (R5) 1.5" rib height, 16" wide, 0.032" aluminum, standing seam � I roof panel mechanically attached to 15/32" plywood or Wood Deck,with clips and fasteners. i i Limits of Use Installation Instructions j j Approved for use in HVHZ: No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM II I Approved for use outside HVHZ: Yes ALUMINUM ssr,Ddf 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 Evaluation Reports. I limitations of use. Install the assembly in compliance with the FL17022 R7 Ae FL 17022 4 MECHANCIAL SEAM j installation method listed in this report and applicable code ALUMINUM ssr.odf of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes isections instructions. 17022.5 5 - "1 In. Nail Strip" (115) 1" rib height, 16" wide, 26 gauge steel, standing seam roof { panel mechanically attached to 15/32" plywood or wood deck j with fasteners. I { Limits of Use Installation Instructions ' Approved. for use in HVHZ: No FL17022 R7 II FL 17622.5 1.0 NAILSTRIP ssr odf j Approved for use outside HVHZ: Yes I Verified By.: Locke Bowden, P.E. 49704 t j Impact Resistant: No Created by Independent Third Party: Yes I Ittps:tlfforidabuilding_orgfprlpr app dtl.aspx?param=wGEVXQWtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d' 214 Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly In compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.6 6 - "1 in. Nail Strip" (R5) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other. Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's; installation i instructions. j 17022.7 17 - "1.5 in. Nail Strip" (115) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.8 18 - "EMAX Rib" (R5) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.9 19 - " PBR MAX" (R5) Limits of Use Approved for use in HVHZ: No I Approved for use outside HVHZ: Yes I Impact Resistant: No Design Pressure: +N/A/ -Table A i Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's, Installation I instructions. Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAI DRIP ssr odf Created by Independent Third Party: Yes. 1" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Installation Instructions, FL17022 R7 If FL 17022.6 1.0 NAIC TRIP 0,032 ALUM ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL"17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.Ddf Created by Independent Third Party: Yes 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Installation Instructions FL17022 R7_ II FL 17022.7 1.5 Nail Strio 26GA ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strfo 26GA ssr odf Created by Independent Third Party: Yes 29 gauge steel, lapped roof panel mechanically attached 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 H FL 177022.8 EMAX Rib ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL_1.7022 R7 AE FL 177022.8 EMAX Rib s r odf Created by Independent Third Party: Yes 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 II FL 17022.9 PBR RIB ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.9 PBR RIB ssr odf Created by Independent Third Party: Yes Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1874 The State of Florida is an AAJEEO 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-recordsrequest, do not Sendelectronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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. 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: MEA lttps://fioridabUilding.org/pr/pr_app_ U.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoRe/d2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 3/4 Palm City, FI. 34990 Compliant with Florida Building Code•2017 (6th ed.) Compliant with Florida Product Approval.Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.7 Yield strength: 50, ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. OAZ specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3. Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw' to penetrate 3/16" min. thru deck or 5/8" embed•ment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10. x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with F8C Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec.1507. See Fastener attachment specifications 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 ROW SPACING 16" O.C. 16" o.c. •8" O.C. V o.c.• FASTENER SPACING (ALONG Panel width) 12" O.C. 12" O.C. 12" o.c. 12" O.C. FASTENER SIZE #9 ##10 *10 no Reference Data: ARCHITECTURAL TESTING, INC. TST ID#'.-1527 UL 580-06 & 1897-041 Test Report EWS93.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report DO5893.02-45048 07/22/14 *Design pressure margin of safety 2.1 *EQUIVALENCY--UL 1897--04 is equivalent to test standard UL 1897:, � � r r Locke Bowden, P.E. does not have, not will acquire a financial inir; �r�cgq�rIfacturing or distributing products under this evaluation. �•" a . Locke Bowden, P.E. is not owned, operated, or controlled by any cbsnpaopmbil 4tureo, or distributing products under this report. • • ,n. - V-1Z w''ONAL 'r�: tr:::�ttt11�:•� FL171022.1 5V Crimp (26GA. Steel), 24`° Wide Roof Panel -Details -imitations: # - 1. Underlayment to be compliance with current Florida Building - Code (FBC)2017 6th ed. 2. Minimum slope to be compliantwith Florida Building Code 2017 61' ed., and per with Manufacturer's 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 wrurisd.iction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6"' ed., Chapter 22 for Steel, Chapter23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Fasteners - #9 x 1-112' Min. or #10x 1-10 Min_ pe ?bbAa M' for Row 5-V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head,Wood. Screws m 0 �m Dedc -15P32• orgreater Plyv�, or - MW plank 247 318" 12' o�r;ortSL s�u„rcti� Nominal 12" O.C. Panel Profile Nominal O.C. Fasten ff_xl-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 Referto Table "A"for Spacing Along Panel Overlap Length Deck-15132" or greater Plywood, or -Vlbod plank