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ASTK,G-5 2905' TAS 103 1995.. 'a��fr .E:iEua_sce r'�te�Cc;•5rtdards Certifi df Erb KL-kftris fram—the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYN DW rwipmtAnR8jv%2fgiJauQKOQ6Sh%N9BigGzhgp/o3d%3d 1/2 i. 93iii2tYE7 = Flaida ShAdirtq Code 0>itiim I Product Approval Method Mati:od 1 0pban D- Date Subfn4tled1D?II6JZBfti Da --PePrdlrig�aC tip,ceva:Dat--Pg7proved- i '�`bi 3?.-ua^ cnc3'wa^'si 'i,c5s.^ rc73 'i? 1ffl .1 M-BUD-T Rz-of Self-:N:efing,i�ii'dofl=r'bit,xnen-Tsoz itt z iii 5 w.-O s"e - sicias m-m-.No. FL16048 R4 II 2016 10 FINAL ER TRI- r"a-ac &U3S=eh-"wca—Yes BUILT UNDERLAYMENTS FL16048-R4.ndf -&E➢8}52 3Y a:a33'i :Td/A lt`ea'aAtd'bV Rt-59166 '43E`S`1'3sp<sc; 3i'E`. ii:b '-gin .S •Createfirb-f'? .0 4SF1.aFY LiCG.'S" 8'Ci'f`'::�-ES Other.1:.) rm tic};pr ure noherein pe aft 4,Vr use ZVakwtf o Repor& .a,foam-,m 1E 5YSt Ban S V-SE tp seif-.adb--!f i ng FL16048 R4 AE 2016 10 FINAL ER TRI- 'tar;derrtaymem,fer cm^, €itufa;'zpp i zt an.Se ER Section BUILT UNDERLAYMENTS FL16048-R4.12df 5.6.4 for Created by IS e iertt'i*d Tarty:'Yes Use- FEE Next I i bh i The Stata dl'Radda FS,amArA Em.err.;# ef.tom^,-w iM:r?'7Pi�7,1135'�e OR.z''crO'a':_dyne+S.a e*rn�+F:.:.:,n',cc�•4�"'r:�Swa!'eE�r .:::WahfWid Mre-ampr& t)rat)wflwsda lair,email:.ad=wses Caw mitis turd" ItY='Icoria^mi`Your e-raAa'ddvemml4ased i3.mspm oa'{n,-ati�cec',Gx�' request,'da natso-4 electar;c .mailtoCYf,E."f_insteadax=&tfieeif.Fua:hgs.ytcrre.c=Ey'kadkiacratmar't-IfYQUhave.a« °F.. ,r,7 ear;28 _ 7':F.'95VwswnttaSecnnn 4��+�3I.� '�°-��-'r-�'•.GSOYL'4$L*C�;�.�3=.4!r>.t:fa,�c.ST�?aZ.L'r L.'�G27 f�L�`7'�i: ..n.:5L�Is,IrcPFIL r.}'tC i=�..�x'.sY7'.�.L�iL"t.r"T1.:'.�fi3iT JISs�S.t£YFt�tiL`vE Cris.The ema•ft4imwtectnr.be used faraffklat camanrritahon witk:ttm.t.Qi .tirn.+arst at.ac'dressesara Q*C remrw 7.`ym.da not wish tn.sagptv.a personal adriress�ptms�prz� e 4ryrartu'r;� .wit;n an arra azfdd •rhidt caz to tr, .a�a.Ea'`ta t,�ti Fa[8fix.Tesrerirre.t`p.a 2x�.a Fct:r^. cede,G'ra;.. 455,F.&,please dick_here... Ft��eci�pfaC�al�tsz�"sss: t Credit Card Safe I i i i I I f7itt,s;Nilertiact•i�7i��:��`p;fpr_��'il�cspx��ratrt=Y•c��-LJ;�{z'.vim?ri-,di4=s��It�,rip�riL�;FZ£7y°Joz'�fglJz�rc�•zG�Sf��-r�°5�3d ctr EXTERIOR RESEARCH&DESIGN,LLC. L�rW iccte olAuthorl2a£lon#9503 353 CHRISTIAN STREET, UNIT#13 xWITYIERD !a PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10.12-114 dba TRI-BUILT Roofing Products FL16048-R4 9050 Louisiana Street Date,of Issuance:10/25/2012 Merrillville, IN 46410 Revision 4: 10/06/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein, DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted i.erein. 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 prod :; 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,Buildirig Official. This Evaluation Report consists of pages 1 through 5. Prepared b t�tit�tr!„ Robert J.M.Nieminen,P.E. �•''�s�w^\.ALG'i'~ Thefacsimile'sealappearingwasauthorizedbyRobertNieminer, ,,,„pP.E.on 10/06/2016.This does not serve as an electronically signed Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the 'rooutinpprbvai H6mi-niisrraior'anu'[oTne nameb cuent CERTIFICATION OF INDEPENDENCE: 1. Trinity lERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity 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 Trinityl ERD 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. 'u. ] F, ED ROOFING COMPONENT EvALUATlox,: 1. SCOPE: ;roduct 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 S40540.11.13 11/19/2013 ERD(TST6049) Physical Properties S40540.03.14 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 S44870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL,LLC.(QUA9625) Quality Control Multiple-Listing RI6814 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, S 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. LIMITATIONS: 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/wd�- used for permitting or design guidance unless retained.specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,I.I.C. Evaluation Report A42960:30.12-R4 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page z of 5 • S ! 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the Qroducx -'k specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval'based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlavments are as follows: TABLE 1.°ROOF COVER OPTIONS Underlayment Asphalt Nail=On Tile Foam-On Tile Metal Wood Shakes Slate j Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment z , Tri-Built S/A HT TU Yes ap yyo Underlayment yps Yes See 5.5.1 Y_ac_ es Tri-Built Smooth HT S/A Underlayment Yes No No Yes Yes Yes 7 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Tri-Built S/A HT TU Underlayment with 3M'"' 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBon&A 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; Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete.i 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 Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A 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 manufac'turer's Product Approval. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment 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 or TAS 114,Appendix J. 5.6.3 Bond to Mechanically Attached Base Laver.:. Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment'or Tri-Built Smooth HT S/A Underlayment.applied to: ➢ ASTM D226,Type l or Il felt. For installations under mechanically attached prepared roof cbverings,�base layer shall be attached..p•Qr minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT:rte?' Underlayment only),base laver shall be attached per minimum requirements of FRSA/TRl April 2012{0-- 12). _�deHar Research and Design,LLC. Evaluation Report A42960.10.12-R4 =Fraff a:e of Ruthwi:ation#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10106/2016 Page 3 of S I -ARir T�` ED --- 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 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. 5.6:4.2 Maximum Design Pressure=-67.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: Soprema Elastocol 600c Underlayment: Tri-BuiltS/A HT TU Underlayment,self-adhered. 5.6.4.3 Maximum Design Pressure=-60.0 psf. Deck: Min. 19/32-inch olvwood to meet project requirements to satisfaction of AHJ. Base Sheet: Soprema 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 44nch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment,self:adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R 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-R SA Shingle Underlayment,Tri-Built S/A HT TU UnderlaVment 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,broom or hand-press 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,'sealed in accordance with TRI-BUILT reouirements. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-114 Certificate of Authorization✓✓9503 FBC NON-HVHZ EVALUATION i FL16048-R4 Revision 4:10/06/2016 Page 4 of 5 i I When installing at slopes above 8:12,TRI-BUILT recommends back-naiilnO in the overlap area at the sheet at 2..TV.; _.. For Valleys and Ridges: Cut underlayment into 4 to 6 foot length's.Peel the release paper and center sheet oyer valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge in FC!! Qati '."3:csPtniv the sheet 5tartine a1 tete lowest Doint and work uoviard. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underiaymens oniv): 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 the applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fal(outside the scope of FRSA/TRI April 2012(04-12): Tile shall be loaded: and staged in a manner that prevents tie slippage and/or damage to the unaeriaynne 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authoritv Having Jurisdiction in order to properly evaluate the installation of tnis proauct. 1 8. MANUFACTURING PLANTS: Contact the noted CIA aaencv for information on product locations covered for F.A.C.Rule 9N-3 QA requirements. 9. QUALITY ASSURANCEtNTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- i i I S.erior Research and Design,LLC. Evaluation Report A42960.10.12-R4 Certificate of Authorization 1!9503 FBC NON-Hviiz EVALUATION FL16048-R4 aevi��n4.littesdzole Pale-5 of 5 1/17/2017 i Florida Building Code Online [7i t ., ''_ ,` I 3 3!h t'ti ¢ t IIS anti rr P L b� G i a5 �,, 13CIS Home j Log In j User Registration Hot Topics I Submit Surcharge Stats&Facts Publications! FBC Staff BCIS site Map Links Search b � � nd/ ,. Product Approval USER:Public User Product Aporoval Menu>Product or Application Search>Application List>Application Detail •mss fps 1 FL# FL11651-R2 Application Type Revision Code Version 2014 Application Status Approved i I Comments Archived Product Manufacturer Gulf Coast Supply&Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-7852 ray@gulfcoastsupply.com Authorized Signature Ray Bowen ray@gulfcoastsupply.com Technical Representative Address/Phone/Email r Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Daniel S. Kuhn the Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden K' Validation Checklist-Hardcopy Received Certificate of Independence FL11651 R2 COI Cert of Ind 'Kuhn Ena odf FL11651 R2 COI Letter of Name chance Ddf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By i hffpsllfloridabLdiding.org/pr/pr app O.asps?param=wGEVXQwtDgsQFc5K%2rFrZeCSHgw99RSwgNNPPMyNezj3512E8 gA%3d%3d 1/5 1/17/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/01/2015 Date Validated 07/10/2015 Date Pending FBC Approval 07/18/2015 Date Approved 08/18/2015 Summary of Products Go to Page 0 id Page 1/20 0 FL# Model,Number or Name Description 11551.1 45.432 N1 Lymiwam 510 LT;mp 6.437' 5 V tramp R,;vrinnam RDO 4^dnO WeT 15j3Y Y1% WDDd Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 II 14FL11651 1 R2 0325vCrimp 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.odf Impact Resistant:N/A FL11651 R2 IJ 14F111651 1 .R2 Meta) Ronf Panel Detaii.pdf Design Pressure: +N/A/-108.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-108.5 psf @ 12"o.c. Install per manufacturers Created by Independent Third Party: Yes details. Not for use in HVHZ Zones. Evaluation Reports ' FL11651 R2 AE 14FL'11651 1 R2 0325vCrimp 15- 329k,moead 4lnr,N�lktZ fSf Created by Independent Third Party: Yes 11651.2 0.032"Aluminum Gulf Lok 0.032"Aluminum Gulf,Lok 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 2 R2 032GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plywood NonHVHZ.I?df Impact Resistant: N/A FL11651 R2 II 14FL11651 2,112 Metal Roof Panel Detail.pdf DesignPressarre: +T1jAj-115.t)45f Verified by:;San;Cuhrn,gE.715519 Other:-52.5 psf @ 5 3/16"o.c. fastener spacing. -116.0 Created by Independent Third Party: Yes psf @ 5 3/16"o.c.fastener spacing. Install per Evaluation Reports manufacturers details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 2 R2 032GulfLok 16 IS- 32Plvwood NonHVHZ.odf Created by Independent third Party: Yes 11651.3 1"24ga. Gulf Snap 1" Gulf Snap 24 Ga. 17"wide'Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 TI 14FL11651 2'R2 Metal Roof Panel Detail.pdf Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 3 R2 1 24GulfSnao 17 15- Impact Resistant: N/A 32Plywood HVHZ..pdf Design Pressure: +N/A/--131.OPS Verified By: Dan Kuhn, P.E. 75519 Other:-67.3 psf @ 24"o.c. clip spacing. -131 psf @ 6" Created by Independent Third Party: Yes o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports in HVHZ Zones. FL11651 R2 AE 14FL11651 3 R2 1 24GulfSnao 17 15- 32Plvwood HVHZ..odf Created by Independent Third Party: Yes 11651.4 1"24ga. VersaLoc 1"VersaLoc 24ga 16.5"Wide-Roof Panel over 15/32"Plywood Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 4 R2 24VersaLoc SR 16.5 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ..pdf Impact Resistant: N/A FL11651 R2 II 14FL11651 4 R2 Metal Roof Panel Detail..pdf Design Pressure: +N/A/-138.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-71 psf @ 24"o.c. clip spacing. -138.5 psf @ 6" Created by Independent Third Party: Yes o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports in HVHZ Zones. FL11651 R2 AE 14FL11651 4 R2 24VersaLoc SR 16.5 15- 32Plywood HVHZ..pdf Created by Independent Third Party: Yes 11651.51"VersaLoc.032"Aluminum 1"VersaLoc.032"Aluminum over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 5 R2 lin 032VersaLoc SR 16 15- Approved for use outside HVHZ:Yes 3.2Piywood HVHZ..odf Impact Resistant: N/A FL11651 R2 II 14FC11651 5 R2 Metal Roof Panel Detail..odf Design Pressure:+R1A4-1.Q1.QPSF Verified By;Dan Kuhn,P.E.75519 Other:-63.3 psf @ 24"o.c. clip spacing. -101.0 psf @ 6" Created by,Independent Third Party: Yes o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports in HVHZ Zones. FL11651 R2 AE 14FL11651 .5 R2 lin 032VersaLoc SR 16 15- https:/tfloridabuilding.org/pr/pr appdt1.aspx?param=wGEVXQwtDgsQFc5K%2ffrZeCSHgw99R5wgNNppMyNezj3p2E8POQwgA%3d%3d 215 1/17/2017 Florida Building Code Online 132PIvwood HVHZ..pdf Created by Independent Third Party:Yes 11651.6 1.5"24ga. Gulf Snap 1.5"Gulf Snap 24ga. 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 6 R2 1.5 24GulfSnao 16 15- Approved for use outside HVHZ:Yes 32Plywood HVHZ..odf Impact Resistant:NJA R111551 R2 11 14Ft11b51 b R2 'Metal Roof Panel Detall..pdf Design Pressure: +N/A/-116.OPSF Verified By: Dan Kuhn, P.E. 75519 Other:-86.0 psf @ 24"o.c. clip spacing. -108.5 psf @ 12" Created by Independent Third Party: Yes o.c. clip spacing. -116.0 psf @ 6"o.c. clip spacing. Install Evaluation Reports per manufacturers detals. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 6 R2 1.5 24GulfSnap 16 15- 32Pfvwood HVHZ..odf Created by Independent Third Party: Yes 11651.7 1.5"24ga. VersaLoc 1.5"VersaLoc 24ga. 16"wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 7 R2 1.5 24VersaLoc 16 15- Approved for use outside HVHZ:Yes 32Plywood HVHZ..pdf' Impact Resistant:N/A FL11651 R2 II 14FL11651 7 R2 Metal Roof Panel Detail..pd Design Pressure: +N/A/-123.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-59.75 psf @ 24"o.c. clip spacing. -123.5 psf @ Created by Independent Third Party: Yes 12"o.c. clip spacing. Install per manufacturers details. For Evaluation Reports use in HVHZ Zones. FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15- 32Plvwood HVHZ..pdf Created by Independent Third Party: Yes 11651.8 2"24ga. Megal-oc 24 Ga. 2" Mega Loc 18" wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2'II 14FL11651 8 .R2 24MenaLoc 18 15- Approved for use outside HVHZ:Yes 32Plywood NonHVHZ.pdf Impact Resistant: N/A FL11651 R2 II 14FL11651 8 'R2 Metal Roof Panel Detall odf Design Pressure: +N/A/-108.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-71.0 psf @ 24"o.c. clip spacing. -108.5 psf @ 12" Created by Independent Third Party: Yes o.c-clip spacing.Install per manufacturers details.Not for Evaluation Reiports use in HVHZ Zones. FL11651 R2 AE 14FL11651 8 R2 24MeaaLoc 18 IS- 32Plywood NonHVHZ.pdf Created by Independent Third Party: Yes 11651.9 Z4 Ga. Gulf Lok 24 Ga. Guff Lok 16"Wfde over 15/32"Pfywood Limits of Use Installation,Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 9 R2 24Gu1fLok 16 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf Impact Resistant:"jA FutE51 SZ2 11 1aF,ti11651 3 Sit Metb1 9=1 pbmbeta t odf Design Pressure: +N/A/-96.7PSF Verified By: Dan Kuhn, P.E. 75519 Other:-81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 Created by Independent Third Party: Yes psf @ 5-1/8"o.c. fastener spacing. -121.75 psf @ 5-1/8" Evaluation Reports ; ' fastener spacing. -161 psf @ 5-1/8"fastener spacing. FL11651 R2 AE 14FC11651 9 R2 24GulfLok 16 15- Install per manufacturers details. Not for use in HVHZ 32Prywoad NonHVHZ.pdf Zones. Created by Independent Third Party: Yes 11651.10 24 Ga. Gulf Seam 24 Ga. Gulf Seam 16"Wide Rbof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 10 R2 24GulfSeam 16 1x4 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf Impact Resistant:N/A FL11651 R2 II 14FL]1651 10 R2 Metal Roof Panel Detail.pd Design Pressure: +N/A/-93.5PSF Veriffed By: Dan Kuhn, P.E. 75519 Other: -93.5 psf @ 18"o.c. Install per manufacturers Created by Independent Third Party: Yes details. Not for use in HVHZ Zones. Evaluation Reports FL11651 R2 AE 14FL11651 10 R2 24GulfSeam 16 1x4 15- 32Plywood NonHVHZ.pdf Created by IndependentThir,d Party:Yes 11651.11 24 Ga. Gulf Seam 24 Ga. Gulf Seam, 13/4" Snap Lock, 18"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 11 R2 24GulfSeam 18 15- Approved for use outside HVHZ:Yes 32Plywood NonHVHZ pdf Impact Resistant:N/A FL11651 R2 II 14FL11651 11 R2 Metal Roof Panel Detail pdf Design Pressure: +N/A/-108.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-69.25 psf @ 24"o.c. clip spacing. -108.5 psf @ Created by Independent Third Party: Yes 12" o.c. clip spacing. Install per manufacturers details. Not Evaluation Reports for use in HVHZ Zones. FL11651 R2 AE 14FL11651 11 R2 24GuifSeam 18 15- 32Plvwood ,NonHVHZ.Pdf Created by Independent Third Party: Yes httpsY/floridabLiIding.org/or/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2tTrZeCSHgw99R5wgNNppMyNezj35l2E8POQwgA%3d%3d 315 1/17/2017 % Florida Building Code Online 11651.12 126 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 15/32"Plywood i Limits of Use 1 Installation Instructions I Approved for use in HVHZ:Yes I F111651 R2 77 14M I651 12 :R2 265vCrimp 15- Approved for use outside HVHZ:Yes 132Plywood HVHZ.odf Impact Resistant: N/A FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail.odf I Design Pressure: +N/A/-156.5PSF Verified By: Dan Kuhn, P.E. 75519 I Other:-108.5 psf @ 12"o.c. fastener spacing. -156.5 psf Created by Independent Third Party: Yes ne e'a.a.fastp-gpx sradcvg.Install ger. waaufactucecs EeablatilmMegae details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 12 R2 265vCrimD IS- 32Plywood HVHZ.pdf Created by Independent Third;Party: Yes 11651.13 26 Ga. 5V Crfmp 26 Ga. 5V Crimp over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 13;R2 265vCrimp 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.adf 3mpartSlesistank-%IP, rr�'V65'1 R2 `1'i )AF,L 1EV, 13.R2 'Metas A�ol ?aneti Uetaiti.tinf Design Pressure: +N/A/-131.PSF Verified By: Dan Kuhn, P.E. 75519 Other:-94.25 psf @ 16"o.c. fastener pattern. -131.0 psf Created by Independent Third Party: Yes @ 16" o.c. fastener pattern. Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 13 R2 265vCrimp 15- 32Ptywood NonHVHZ.odf i Created by Independent Third Party: Yes 11651.14 r26 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood ' Limits of Use Installation,Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 14 R2 265vCrimo 1x4 15- Approved for use outside HVHZ:Yes 32Plywood NonHVHZ.pdf Impact Resistant:N/A FL11651 R2 II 14FL11651 14 R2 Metal Roof Panel Detail pdf Design Pressure: +N/A/-156.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-108.5 psf @ 12"o.c. fastener spacing. -156.5 psf Created by Independent Third Party: Yes @ 6"o.c. fastener spacing. Install per manufacturers Evaluation Reports , details. For use in HVHZ Zones. FL11651 R2'AE 14FL'11651 14 R2 265vCrimD 1x4 15- 32Plvwood NonHVHZ.6df Created by Independent Third Party: Yes 11651.15 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FUI651 15 R2 26GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detail odf Design Pressure: +N/A/-161.OPSF Verified By: Dan Kuhn, P.E. 75519 Other:-63.5 psf @ 5 3/16"o.c. fastener spacing. -121.75 Created by Independent Third Party: Yes psf @ 5 3/16"spacing. -161.0 psf @ 5 3/16"o.c. fastener Evaluation Reports spacing. Install per manufacturers details. For use in HVHZ FL11651 R2 AE 14FL11651 15 R2 26GulfLok 16 15- Zones. 32Plvwood HVHZ.pdf Created by,Independent Third Party: Yes 11651.16 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 16 R2 26Gulfl-ok 16 15- Aipproved for use outside HVHZ.Yes 32Plvwood NonHVHZodf Impact Resistant: N/A FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail Ddf Design Pressure: +N/A/-63.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-63.5 psf @ 5 3/16"o.c. fastener spacing. -121.75 Created by Independent Third Party: Yes psf @ 5 3/16"fastener spacing. -161 psf @ 5 3/16"fastener Evaluation Reports spacing.Instal)per manufacturers deta))s. Not for use in FL11651 R2 AE 14FLIA651 '16 R2 26Gu)fLok 16 15- HVHZ Zones. 32lywood NonHVHZ.pdf ' Created by Independent Third Party: Yes 11651.17 26 Ga. SulfPBR 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 17 R2 26GulfPBR 15-32Plvwood NonHVHZ Ddf Approved for use outside HVHZ:Yes FL11651 R2 II 17 R2 Metal Roof Panel Detail Ddf Impact Resistant:N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure:+NIA/-154.7PSF Created by,Independent Th?rd Party: Yes Other:-59.25 psf @ 24"o.c. fastener pattern. -154.75 psf Evaluation Reports @ 12"o.c. fastener pattern. Install per manufacturer FL11651 R2 AE 17 R2 26G6lfPBR 5- details. Not for use in HVHZ 32Plvwood NonHVHZ.odf Created by,Independent Third Party: Yes 11651.18 26 Ga. GulfPBR 26 Ga. GuIfPBR Roof,Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R2 II 14FL11651 18 RZ 26GuffPBR 1x4 IS- Approved for use outside HVHZ:Yes 32Plywood HVHZ.pdf httpsJ/HoridabLiiding.orgtpr/pr a dtl.aspx?param=wGEVXQwtDgsQFc5K%2FTrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA°/aid%3d M5 1/17/2017 "� Florida Building Code Online t�roact Resistant:N/A 1 FI 11651 R2 II 18 R2 Metal Roof Panel Detail.Ddf { b'�sign Pressure:+N/A/-151.7PSF { Verified By: Dan Kuhn, P.E. 75519 I F Other:-100.5 psf @ 24"o.c.fastener spacing.-151.75 psf Created by Independent Third Party:Yes ` L63 12"fastener 5-pacl`rrg irtstaft per martufacturer's detads. EvarM teofr Reports ! For use in HVHZ Zones I FL11651 R2 AE 14FL11651 18R2 26GulfPBR 1x4 -15- j 132PIvwood HVHZ.Ddf I 1 I Created by Independent Third Party: Yes { ------------ 11651.19 126 Ga. GulfPBR 126 Ga. GulfPBR over 15/32" Plywood Limits of Use I Installation Instructions Approved for use in HVHZ:Yes ( FL11651 R2 111 14FL11651 19 R2 26GulfPBR 15- Approved for use outside HVHZ:Yes j 32Plywood HVHZ.pdf Impact Resistant:IV/A FL11651 R2 IT 19 R2''Metaf Roof Panef DetafLDdf Design Pressure: +N/A/-154.7PSF Verified By: Dan Kuhn, P.E. 75519 Other: -60.5 psf @ 24"o.c. fastener spacing. -154.75 psf Created by Independent Third!Party: Yes I @ 12"D.C. fastener spacing. Install per manufacturer's Evaluation Reports j details. For use in HVHZ Zones. FL11651 R2 'AE 14FL11651 19 R2 26GulfPBR 15- 32Plywood HVHZ.pdf , Created by Independent Third Party: Yes i 11651.20 26 Ga. GulfPBR 26 Ga. GulfPBR over 1x4 Wood Purlins over 15/32" Plywood !Limits of Use I Installation Instructions J Approved for use in HVHZ: No I FL11651 R2 II 20 R2 26GulfPBR 1x4 IS- Approved for use outside HVHZ:Yes 1 32Plywood NonHVHZ.e 1 Impact Resistant: N/A J FL11651 R2'II 20 R2,Metal Roof Panel Detail,ad° j Design Pressure: +N/A/-151.7PSF J Verified By:Dan Kuhn, P.E. 75515 Other: -94.25 psf @ 24"o.c. fastener spacing. -151.75 psf I Created by Independent Third Party: Yes @ 12"fastener spacing. Install per manufacturer's details. i Evaluation Reports I Not for use in HVHZ Zones I FL11651 R2 AE 20 R2 26GulfPBR 1x4 IS- If 32Plywood NonHVHZ.pdf Created by Independent Third Party: Yes Go to Page l Pagel/2 isack i4cxt � 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 i Under Florida law,email addresses areublic records.If you do not want p your e-mail address released in response to a publlrrecords request dg not send electro, mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487,1395."Pursuant to Secrrnc 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Depattment with an email address it theN.r!v,: one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you d°not wish to suppiy.s 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: is , Credit Card safe httpsliloridabuiiding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgsQFc5K%2FfrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d%3d 5/5 vl Gulf€ � ��6M ci � t � 4it-r € ,�y � �C. X'.:e • © �® LI rp ®Y: �` '_ '�_.rC'J tiT- _R,.%%. i�. SUPPLY & MANUFACTURING 26 GA. 5VCRIM'P ROOF PANEL OVER PLYWOOD* . • , PRODUCT APPROVAL •t. 1165T. Tt " i Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. 51/ Crimp Roof Panel over 75132"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 i Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 C E NSF Engineer Evaluator: No. 75 51 s ®an Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 STATE OF • Off• , ,c •Q: Validator: "SFS ., ORI •• � ` Locke Bowden, PE. #49704 '�S�ONAL E�G� 9450 Alysbury Place 0.6J Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL#11651.13 R2•JUNE 15,2015 Fit, s 1 Gulfrr a i 's x"' , 3`h rrAY7A 4 4.4 s iy S fiu as� SUPPLY & MANUFACTURING 5VCR- H MjP- ,- ROOF PANEL OVER PLYWOOD* FLORIDA PRODUCT APPROVAL O 11651 . 1 I 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 75/32" plywood decking. Non Structural application. Panel Material/Standards: 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 sealing 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" IVlaxiniurn Total,Uplift:'Design Pressure , 94.25 psf 13;1 0 psf' Fastener Pattern 12"-12" 9.5"-2"-9.5" Fastener Pattern Spacing „ 16 ® C. 16 0.C. , Design Pressure includes a Safety Factor=2.0. ,i I FL#11651.13 R2•JUNE 15,2015 +"ice• • LV ® 'fr '0 d ® f, •mss' .�r{'' I ?a k N Y _ iMGuf fz SUPPLY & MANUFACTURING d 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD* I♦ FLORIDA . .OD A. . . O G. 11165 11.13 TM i' 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/ 1897-98 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) i 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 6. ®� � aA,. y � S ' s� - " '` SUPPLGulf CZ R Y & MANUFACTURING 9 MP - 5VCF= 26 GA. 5VCRIMP ROOF PANEL OVER • • �FLORIDA PRODUCT APPROVAL Ni . 11651.13 TM I Design Procedure: For roofs within the parameters listed on,the loadtable,;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., I I i , , I FL#11651.13 R2•JUNE 15,2015 LI, K,WIN EN • I - GuIfCoas& SUPPLY & MANUFACTURING a �. '�D • �.� _ D ANt-L: VER 1-5732" OO ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood Buiidings havinga Roof:Mean Helght<ZO 0''k Roof Slope 2 /1 Z 12 /12" Gable or Hlp'Roofs Wlnd,Sp"-2, Spee120 180mph Exposure C, Risk Category II;Enclosed Sullding based on Florida Bullding �ode2014 _,...: 120 130 140 150 160 170 160 WIIND FASTENER SUBSTRATE (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPEED Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9 15x1 5':` PIyWOOd 16 TYPE 1 96 TYPE 7 16 °TYPE �16 TYPE>1 16 TYPE 1 <16 TYPE 1 6 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 15'j"1.5'- Pi dod16 TYPE 1 16 TYPE a9 16 ;TYPE 1 .16 TY 1 �16�T(PE 1 16 TYPE 2 r 16 PYP,E 21 1.)PANEL DESCRIPTION: 5V CRIMP, MIN.26 GA., GRADE 80, 24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. 1/4" 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.'5/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:72, ZAP SEALANT MUST 8E 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 Z446E1 HIP ROOF ZONE 3 � tLOte-.D%meS\%e %(a)ks delk ed a514°f9,�f the,rnsrtimum.vzs dth of the bu5kdks�g or 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 1-1/2" HWH w/Sealing Washer ZONE 1 12" 12" ------------------- 7EAVE At Panel Lap—�, ZONE Z GABLE ROOF a. F TYPE 2 FASTENER PATTERN RIDGE �—(1) #9-15 x 1-1/2" HWH w/Sealing Washer ----------------------- ---ka 211 9.511 12 9.5"-- 2"1 ZONE 1 i -�` OZONE 3 HEAVE FL# 11651.13R2-JUNE 15,2015 b a� ` f Q s�