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HomeMy WebLinkAboutProduct Approval f PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone(772) 785 - 9888 Email pwelchinc@aol.com October 28,2016 Re: Anderson Re-Roof 10725 S. Ocean Drive Unit 273 Jensen Beach, FL 34957 SCOPE OF WORK: Remove existing roofing and install new 5-V Crimp Metal Roof(Gulf Coast Supply& Manufacturing FL# 11651.13)at above referenced residence address over new underlayment and existing plywood sheathing. DESIGN CRITERIA: FBC 2014 ASCE?-10 PROJECT DATA: BUILDING HIEGHT= 18' A=3' MEAN ROOF HIEGHT=<30' ROOF ANGLE=3:12 SHAPE=PITCHED HIP IMPROTANCE FACTOR= 1.00 WIND VELOCITY V ult= 165 MPH WIND VELOCITY V asd= 124 MPH EXPOSURE=D ENCLOSURE CLASS=ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT=-0.18 APPLIED UPLIFT DESIGN PRESSURES ON SLOPED ROOF (nsh: ZONE 1 (Field) =-44.7 ZONE 2(Perimeter/Ridge) _-75.5 ZONE 3 (Corners) _-110.8 _ -- Paul Welch Inc. Paul Welch P.E.Reg.No.29945 - -_ - -.-October 28,2016 10725 S.Ocean Drive Unit 273 Jensen Beach,FL 34957 :- - 1 of 4 METAL ROOFING ATTACEMIENT REQUIREMENTS: Metal roofing to be attached with#9 - 15 x 1 Y2"long(minimum Y4"penetration through plywood sheathing)Woodgrip screws with weather sealing washers spacing as follows: ALL FASTENERS IN THE FLAT OF THE PANEL ZONE 1 (Field): Fasteners adjacent to ribs one s' " � side(Type 1 per product approval) at 16 O.C. ZONE 2 (Perimeter/Ridge): Fasteners adjacent to ribs one side(Type 1 per product approval) at 16" O.C. ZONE 3 (Corners): Fasteners adjacent to ribs both side(Type 2 per product approval) at 16" O.C. Zones 1 &2 Design uplift Pressure: -94.25 psf Zone 3 Design uplift Pressure: - 131.0 psf Zones 1 &2: 94.25 >75.5 >44.7 Therefore O.K. Zone 3: 131.0> 110.8 Therefore O.K. NOTE: CONTINUOUS APPROVED LAP SEALANT MUST BE USED AT ALL PANEL SIDELAPS FOR SLOPES LESS THAN 3:12. UNDERLAYMENT: Underlayment shall be Tri-Built Roofing Products FL# 16048.1 "Tri-Built S/A HT TU". While priming is optional, TRI-BUILT recommends priming the deck 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 6inches 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. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel-the_elease'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 thelowest point and worm upward. 10725 S.Ocean Drive Unit 273 Jensen Beach,FL 34957 2 of 4 DECK INSTALLATION: Re-nail all plywood sheathing(15/32"thick minimum)with 8D ring-shank nails at 4"O.C. perimeter and 6" O.C.field for all zones. All work to be in compliance with product approval (FL# 11651.13), (FL# 10648.1), manufacturer's specifications, and the Florida Building Code 2014. =Paul Welch Inc. Paul Welch?.E:Reg.No. 29945 _ -- - -October 28,2016 10725 S.Ocean Drive Unit 273 Jensen Beach,FL 34957 3 of 4 1 �. i I: ( I i ku ILI !i Z , ROOF ZONE PLAN A=3' 01 ,0,03 =ZONE DESIGNATION(TYPICAL) NOTE: CONTINUOUS APPROVED LAP SEALANT MUST BE USED AT ALL PANEL SIDELAPS FOR SLOPES LESS THAN 3:12. Paul Welch Inc. _ =- Pau1 Welch P.E.Reg.No. 29945 October 28,2016 10725 S.Ocean Drive Unit 273 Jensen Beach,FL 34951 __ =- 4 of 4 Ronda auiwf lg Code am3'mle Boil e ' 1 1 . , ' e , 1 �'��tarrrz I I��m; I +2�-Rtz�'�3Y:�rar. wtr*TYr{;ir✓ I �7dfmit:�:irJarr� I G.2'.'tY�IE:>'�' �iliffr?1Fipr� I �'�J'�"�.I �!s'�Yt�R'*..r;. I +`�r:ft�� l �.r_atY?+.•I - Florida �f �'* �sasducg Eigega+oval rc n�-�aia;tTs Product Aporoval Menu>Product or Application Search>Application List>APPMC315=EDela3 iiicattiunn Typie Revision code vemmn 2911.4 Archived Product Manufacturer TRI-BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street (MI)B42--2449 david.ruiz@tribuiltmaterialsgroup.com MYCIrVi lzed 3" 1-16 �,V V-1-16 v. . david,ruiz@rribuiitmateriaisgroup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North - <�, NO 07073 (2o-i)`842=2449 david.ruiz@tribuiltmaterialsgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed t.r..ir� - �:nmm�a• Evaivation Report- hardcopy Received Florida Engineer.or Architect Name who developed Robert Nieminen the Evaluation Report Rnririn 4 AF-S^i MY Quality assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 V lidated By j�ovn W. Knezevich, PE L✓ Validation Checkiist-Hardcopy Received Certificate of Independence FL16048 R3 COI 2015 01 COI Nieminen.odf Refere rcEd Standard and Year(61F Standard) Stanaard Year ASTM D1970 2009 ASTM G155 2005 7CIYWn/'rnY h..:.l `C12 7n17 .. .y .,.... TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code Hops:iiaorioai)uiiaing.oryipripr app_pu.aspxtparam=wtzLVAUw"uuqu=r-morii,4uvvrwipmiAnmojv�io/-nv«yLurlr—rccI acymQ-/ojo%;sd tip ".(Y21I2016 Florida Buildina Code Online Product Approval Method Method 1 Option u +n:a Jr iYFari 17.Dii - Uate valloateo IU/ly/1U1� Date Pending FBC Approval 10/21/2015 Date Revised 1Gjt)fi/ZUIb summa ry of Products ]iC¢ti188s.II T,Rji-Faisblit r Rtdfn'digldwrymmelnS&T-adlhmffbag"Imndfled taut mnumi rtmefr`wnati nliwments L'.iEnE$of Use LmstaRation Insbuctions Ap-paz;�ff:tiT11 rme.aI P i I?l :Nb, FL16048 R3 II 2015 10 FINAL ER TRI- 1kV'P= dfWrts^a ftuWa 'Yes BUILT UNDERLAYMENTS FL16048-R3.Ddf mmPact Resisft="/A wILmriffied By:Robeft hfuemlinen PE-59n65 Design Paessme:+NJAJ-45 Created 4y Independent TWir,d -Yes GMee:1.1 The des!,_qm presswe nal ad Ihriarelml tp> Times bru use . Evakistion Repoads a,¢ �24L—'2p*-- FL16048 R3 AE 2015 10 FINAL ER TRI- umdeul i en,Lfar, one p witeifiw a@okaikmm6 See ER e9lianr BUILT UNDERLAYMENTS FL16048-R3.pdf 5.6 for detains. 2.D Reffer tbn ER SeclJo n 5 for allDpm Limmis at Ctreatted by IIiideperdemrtT11mird Party:Yes use. Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement:: Refund Statement vnu croon ei,irubb�Pre yuui u rtxurub.ii yuu uu uuL naris yvu rrcm is ub/ie5rniiue'iu a pu'int�-te[ur'ub rtiyue�t.6.liu aeTiU eiei:tr0fiii nraii lu'tinb trA�y.ilnleau,.w6u U'�ire uruce Ly pBuire ur by VadYmund.maul.-Ifyuu-have any yue4uufn,piedbe wnleu.'8'6O.ASia395.'?urSuaiiIAW SOtSwo- 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 4S5, F,,xd ct Ayyrovaf A"epts: Credit Card safe , . Mips:/ifioridabuiiaing.orgiprlpr app du.aspz%param=wGE\fXQwiugir`rrndriivu'vvrwipviiAn 8ivo%2b1 dZiyZitHE ccjvacyir io3a%3a i2 .,, EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 UNIT#13 ,IT® E�® 353 CHRISTIAN OXFORD,}CT 06478 PHONE:(203)262-9245 FAX: (203)262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10.12-113 dba Tial-BUILT Roofing Products FL16048-R3 9.050 Louisiana Street Date of Issuance:10/25/2012 Merrillville, IN 46410 Revision 3: 10/08/2015 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 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT 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 I 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 IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: it:nJrrnt+ e -s•-- Ltd Robert J.M.Nieminen P.E. The facsimile seal appearing was authorized by Robert Nieminen, +'. _�j}J P.E.on 10/08/2015.This does not serve as an electronically signed Florida Registration No.59366,Florida DCAANE1983 document.Signed,sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned,_operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. PTRRINrryIERD ROOFiNG COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments,as produced.by TRI-BUILT,have demonstrated compliance with the following,sections of the 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 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference (Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical-Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical-Properties S44870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04:14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties S40540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02113/2015 ERD(TST6049) Accelerated Weathering SC8520.04-15 05/27/2015 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: 4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced; sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified. bitumen roof underlayment. S. Umrrmms: 5.1 This is a building code evaluation. Neither TrinityJERD 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 A42960.10.12-113 Certificate ofAutharkation#9303 FL16048-R3 Revision 3:10/08/2015 Page 2 of 5 pTpt.INITYIERD 5.4 TRI-BUILT 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 AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments.are as follows: TABLE 1: ROOF LOVER OPTIONS Underlayment Asphalt Nail-On Tile Foam-On Tile Metal wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HTTU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment . 5.5.1 "Foam-On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion/ long term aging data from an accredited testing laboratory is provided. ➢ Tri-Built S/A HT TU Underlayment with 3M11"2-Component Roof Tile.Adhesive AH-160(FL6332)or Dow TileBOnd'"°Roof Tile Adhesive(FL717) 5.6 Allowable substrates are.noted below: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow"Pine.substrates,TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT 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: Tri=Built S/A HTTU Underlayment applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached .prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on the systems,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 or TAS 114,Appendix J. 5.6.3 Bond to Mechanically Attached Base Laver: ➢ ASTM D226,Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile.systems,base.layershall be attached per minimum requirements of FRSA/TRI April 2012(04-12). Exterior Research and Design,LLC. Evaluation Report A42960.10:12-113 [ertif/cate ofAuthorization 49503 f1.16048-113 Revision 3:10/08/2015 Page 3 of 5 10 \J TRINITY IERD 5.6.4 Wind Resistance for Underlayment_Systems in Foam-On Tile Aoplications: 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 direct-deck 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 FBC.1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. . 5.7 Exposure Limitations:. 5.7:1 Tri-Built Sand-ll SA Shingle Underlayment or Tri-Built:-Smooth-HT S/A Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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(if applicable). 6.3 Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming.is optional,TRI-BUILT recommends priming the deck 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, Allied Building Products Corp 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,:applythe sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment 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. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. ExteriorResearch`and Design;UC. Evaluation Report A42960.10.12-R3 Certificate of Authorization#9503 FL16048-R3 Revision 3:10/08/2015 Page 4 of 5 r. �JTRRINrry�ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having,Jurisdiction.in order to.properly evaluate-the-installation of this product. -$. MANurAcTURING PLAINTS: Contact the noted QA agency for information on product locations covered-for F.A.G.Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY.. UL,LLC—QUA9625;(314)573-3406;Uhancellor@usmixom -END-OF EVALUATION-REPORT- Exterior Research and Design,LLC. Evaluation Report.A42960.10.12-113 Certificate of Authorization#9503 F1.36049-113 Revision 3:10AS11015 Page 5 of 5 10/21/2016 Florida Building Code Online v _ r I D BCIS Home I Log 1. I User Registration I HotTopics Submit Smchar4e Stats&Fzcts I Publications I FBC Staff I BCIS Site Map Links Search•� ^ Florida Product/Approval USER,Public User d.�cl��,:s rf Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2014 FL# 11651 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications F4# Tyne Manufacturer Validated By Status FL11651-R2 Revision Gulf Coast Supply&Manufacturing, LLC. Locke Bowden Approved i to Category:Roofing (334)300-1800 Subcategory:Metal Roofing *Approved try DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if neoamary. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Pfone:&50-487-1824 The State of Florida is an WEED employer.e^miyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Rsfetnd Stateme Under Florida taw,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 ofd by phone or by traditional mail.If you have any questions,please contact 850487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective CcbD i-4 2012,licensees licensed under Chapter 455,FS.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 riot 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: ® cCh�cA Credit Card Safe hUpsJ/floridabtiilding.org/prlpr app lstaspx 1/1 00, ® • ® . ® • ® ® . ® 0Gulf�� SUPPLY & MANUFACTURING 5VCRIMP 1 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD* • • ,A PRODUCT APPROVAL • 11651.13 I IVI Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC: 26 Ga. 5V Crimp Roof Panel over 15132" Plywood Florida Product Approval #11651.13 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 PIEL S.,jr� Engineer Evaluator: _* No. 7.5519 ;_ Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 STATE OF :Q ` - O • ID Validator: J. S�ONAL Ems•``': Locke Bowden, P.E. #49704 „ % 9450 Alysbury Place o.6�3o�Zo15 Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.13 R2.JUNE 15,2415 ENGINEERING,KUHN G �Coo a� t SUPPLY & MANUFACTURING PRODUCT5VCR-I 'Mp 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD* FLORIDA APPROVAL • . 11651.13 R2 �'• TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014,as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: ® UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04-Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94 11897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization##TST--5328) Report No. 117-0053T-05 & 117-0331 T-08 2. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)@ Kuhn Engineering, LLC (FBC Organization#ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations.For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL#11651.13 R2•JUNE 15,2015 KUHN ENGINEERING, LLC 11670 ISLAND LAKES LAINE. BOCA RATON. • ® • ® ® m • e GulfLos� SUPP5VCR.IMP LY & MANUFACTURING J • GA. 5,VCRIMP ROOF PANEL OVER • • PRODUCTFLORIDA APPROVAL • . 11651.13 R2 TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 15A2" plywood decking. Non Structural application. Panel MateriaVStandards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3!s" Major Rib Panel Fastener: #9-15x1.5" with seating washing in the flat of the panel or approved equal, A" minimum penetration through plywood. Corrosion Resistance:Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick,APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure 94.25 psf 931.0 psf Fastener Pattern 12"-12" 9.5"-2"-9.5" Fastener Pattern Spacing 161;1"1 O.C. 16" O.C. Design Pressure includes a Safety Factor=2.0. FL#11651.13 R2 a)UNE 15,2015 ENGINEERING,M .KUHN D A D • , D B D A �,J' Gulf SUPPLY & MANUFACTURING 5VL'a" RIMP 26 GA. 5VCRIMP 4 ROOF PANEL OVER PLYWOOD* LORIDA PRODUCT APPROVAL NO. 11651.13 R2 -� I M Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, 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 fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone_ Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.13 R2•JUNE 15,2015 ENGINEERING,KUHN Gulfcan� . 5VCRIMP 26 GA. 5VCRIMP ROOF PANEL OVER PLYWOOD' FLORIDA PRODUCT APPROVAL NO. 11651.13,R2 .� Tlvl ENGINEER.LOAD TABLE:26 Ga. 5VCronip Roof Panel over 15/32"Plywood Buildings having a Roof Mean Height=20'-0";Roof Slope: 2"/12" - 12"/12"Gable or Hip Roof;Wind Speeds 120- 180mph, Exposure C, Risk Categor7 II, Enclosed Building, based on Florida Building Code 2014. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN.114" SPEED Penetration) (MIN-15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 ZONE 3 #9-15x9..5" Plywood 16"TYPE 1 16'TYPE 1 16"TYPE 1 76n TYPE 1 16"TYPE 1 16"TYPE 2 W,TYPE 2 1.)PANEL DESCRIPTION:5V CRIMP,MIN.26 GA.,GRADE 80,24"COVERAGE_ 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. A" PENETRATION. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C.FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING:MIN.%"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12,LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 ZONE 2 HIP ROOF ZONE 3 a Note:Dimension(a)is defined as 10%of the minimum width of the building or a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be ------------------ — —/' less than either 4%of the minimum width of the building or 3 feet. RIDGE TYPE 1 FASTENER PATTERN ----------- (1) #9 15 x i-1/2" HWH w/Sealing Washer ZONE 1 ; -1211 12" ----------------- EAVE At Panel Lap::�/ ZONE Z GABLE ROOF � TYPE 2 FASTENER PATTERN \-- RIDGE —� (1) #9-15 x 1-1/2u HWH w/Sealing Washer — — ----------- a 11+--------------------- + a ZONE 1 I I �I — --------------4 ZONE3 "EAYE FL#11651.13 R2•)UNE 15,2015 ENGINEERING,KUHN