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ii es WTI* I 6Z1'✓ CIST' I T'I .riite33{.d �tl[d[LQr I $tdL"v lir3+3GL1 I 76k3 i1'{"'JI me�'>''} I am,���'.I &t�: I S'E.zC{+`{' Oval e°a `eem Product ADDIOVBI Menu>Product or Aanllptlon Search>Aooliratlon L1st a AOpF+sAAiMOs "r � j, o FL OF FLIGU4 -B PL--isir n COr1'fil"t��37i~a Prn'dtt�hi�t�a�C�a�r•: Zct�8r�i3t_�lrtai�:�cripq,..L��;.,, EZtfEfii?cfcrr�i;.A`�.�'07II� � , davk�f:rtietztr4ts4g:e I fiechnic.�i;;i�a}�e €ue? Qav,Iz�t�;� tY sfi?fz¢r ;f ta33 250 ft&-17 North CabegW Qiaa[ityrkr� ;:F.C�y > zte`. 'I . �dda` s( rr�fi<mail i y. ��ry .f�r #ats Manned Florida_Englrs :.iamewft dzvmm=,d 1�'�gy: .W:EE� Lxfl1[`14a{ott 1 FFu a...f t11-ler:.: P 2 i#aftiys s+Fi ce ULLLG- Qr,�'i�{� I; �C"fi t-vaf11 fWeEtden e R-16048 R4 COI 2016 01 COI Nieminen.odf -mai, :»tte:: PErttrte4rds Certift�d'�Ya I tfti5 fc�rttk� -CO-de i II l httpsJ/floridabuilding.orgtpr/pr_ppp dtl.aspx?param=wGEVXQwtDgtFPmdYNDWrwipmtAnR8jv%2fglJauQKOQ6ShW9BigGzhg%3d°/aid 1/2 ! ;pmduct Approval Method Methal 1 Wtion 07 !' I ate:s t teed I'D/06/291:6 i Data vaffdated oat Pand" Approval1(112 f2t#i5 DatP- roves 9?12�I2'J 16 l 11148.# i R- tliiTaaerf t3'nc3tarl +te * Suit�df} ssg;tctirtr1in rrFten E_16048 R4 II 201, 10 FINAL ER TRT:- BUILT UNQERLAYMENTS 'FL1.6048-R4j& IS/ SY. 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I ! 4 iAtps--fflerfda mHding--ir'�/pr - _A.-&spx ahi--�wGEVXQw1.3cjtFPmdYiMMfvvipmt-%nR D/62fgldau(aKi)OffihW--9Bigft%9d%3d22 ,i EXTERIOR RESEARCH&DESIGN,LLC. R� certificate of Authorization#9503 ti 353 CHRISTIAN STREET, UNIT#13 TRINITY ERD Gx,n-$a,ra PA47t PHONE: (203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10:12-R4 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 i 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 products)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 I 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. i This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M.Nieminen,P.E. s�/ '6ts� The facsimile seal appearing was authorized by Robert Nieminen, ,✓.,!{,p,�,�„ti� P.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 ProducfApprovatRdmfnfstmforand to rhe named cNLnt CERMICATION 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 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 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. J I' 1 TRINITY 1 ERD 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 stet forth herein. i 2. STANDARDS: j Section Property Standard 1 Year 1507.2.4;1507:2.8,1507.2.9.2, Physical Properties ASTM D1970 -j 2009 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 ,I 1 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523:6.5.2.1 Physical Properties TAS 103 1995 I I' 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 S40540.03.14 �' 03/26/2014 ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 '' 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-1 '; 04/10/2014 ERD(TST6049) Physical Properties S44870.04.14-4 "i 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 j' 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 R16814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: i i 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. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or or 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. I I' h Exterior Research and Design,I.I.C. Evaluation ReportA42960:10.12-R4 Certificate of Authorization X9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 2 of 5 'i i 'I j a° ERD 5.4 TRI-BUILT Roof Underlayments may be used with any _.prepared roof' cover where the oroar specie ciffy referenced within FBC approval documents. If not listed,a request may be made to the AH1 for pVrovaibased on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the undertayments are as follows: ,r TABLE PROOF COVER OPTIONS 6 - Asphalti Wood Shakes j Underlayment Nail=On Tile Foam-On Tile Metal ' Slate Shingles [ &Shingles Tri-Built Sand-R SA Shingle Yes No No i No Yes Yes Underlayment I I j Tei-Built S/A HT TUYes YPc Yes Yes j Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No YesYes Yes Underlayment 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 3W 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBondTm Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: I 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.] 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 TUi Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime;SECU ROCK Gypsum-Fiber Roof Board. I 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 tile systems (Tri-Built S/A HT TU Underlayrnent 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: i 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 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 the systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). I ' Exterior Research and Design,U.C. Evaluation Report A42960.10.12-114 Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL16048-114 Revision 4:10/06/2016 Page 3 of 5 1 ➢Tf,i ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (0 ' ,7' does not address wind uplift resistance of all underlayment systems beneath foarn-on the systems,w, 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 forind 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 j Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.6:4.2. Maximum Design Pressure=-67.5 psf. j Deck: Structural concrete to-meet project requirements to satisfaction of AHJ. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.6.4.3 Maximum Design Pressure=-60.0 psf. Deck: Min.19132-inch plywood to meet project requirements-to satisfaction of AHJ. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.2) and tin caps(FBC 1517.5.2)spaced 6-inch o.c.'at the 4!inch 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. 3.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment yment 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 Underlavment,Tri-Built S/A HT TUI 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. j i 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 p'l'ace 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 requirements. � I Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R4 Certificate of Authorization t/9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 j Page 4 ofS I, I I I L 8 I ERD When installing at slopes above 8:12,TRI-BUILT recommends back-nailingin the overlap area at the'top the sheet at 12-inch, o.t. 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(Tri-Built S/A HT TU Underlayment oniv): Reference is made to FRSA/TR1 April 2012 (04-12) Installations Manual and Table 1 herein, using the instructions noted above as a guideline. I For foam-on tile applications,reference is made to Section 5.6.4 herein for:wind resistance limitationsthat fall outside the scope of FRSA/TRI April 2012(04-12): Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the I underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: I Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements. 9. QUALITY ASsuRAANCE ENTITY; UL,LLC—QUA9625;(314)578-3406;k.chancelior@us.ui.corrr -END OF EVALUATION REPORT. i I 1. I i �I I i ' i II ' 1 74Wdor Research and Design;I.I.C. Evaluation Report A42960.10.12-R4 tertiflcate of Authorization#9503 FBC NON-WHZ EVALUATION FL16048-R4 9evfsfon 4:10/06/2016 Page 5of5 i 1/17/2017 Florida Building Code Online I S ri �lY• A`RY" 2d rt lx 1 r� t1 • 1 � T14 TM BCIS Home I Log In User Registration ! Hot Topics Submit Surcharge Stats&Facts Publications,! FBC Staff BUS Site Map i Links Search 0.zr pD1 ! r +� e Product Approval Yl.,; USER:Public User � (' Product Approval Menu>Product or Application Search>Application List>Application Detail I ;� a ¢ iq'Iga FL# FL11651-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Gulf Coast Supply&Manufactur ing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL132648 j (352) 498-7852 ray@gulfcoastsupply.com .I Authorized Signature Ray Bowen j ray @gulfcoastsupply.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofi ng Hi Subcategory Metal Roofing II' 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 i i I Florida License PE-75519 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/12/2024 i Validated By Locke Bowden 'e' Validation Checklist- Hardcopy Received Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eng.p»d FL11651 R2 COI Letter of Name chanae.pdf 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 1 s:tlkoridabLdiding.org/pr/pr app d8.aspx?param=wGEVXQwIDgsQFc5K%2fTrZeCSHgw99R5wgNNppMyNezj36.9F8POQwgA%3d%3d 1/5 I 1/17/2017 Florida Building Code Online Sections from the Code j I ' Product Approval Method Method 1 Option D Date Submitted 07/01/2015 Date Validated 07/10/2015 Date Pending FBC Approval 07/18/2015 i Date Approved 08/18/2015 'I i i Summary of Products i Go to Page Page 1/2 I FLS # )Model,Number or Name Description: i155i.1 3.932 kyarrfr rum 516 Z-6mp 4�.4i32 S`d L-nmp marirmamRUfli 4,drd,voter 15j3'2' rm-„ ,.Dd Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RZ II 14FL11651 1 iR2 0325vCrimp 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ:gdf Impact Resistant-- J-111551 R2'JJ 14R1]651 1 ,.R2 Meta) Roof Pane) Detajl,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 i FL11651 R2'AE 14FC11651 1' R2 0325vCrimp 15- 324!sac�.r.�! 4look!�Lk+.Z�.r1f ' Created by Independent Third Party: Yes I, 11651.2 0.032"Aluminum Gulf Lok 0.032"Aluminum Gulf;'tok 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 2-112 032GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plywood NonHVHZ:pdf Impact.Resistant: N/A FL11651 R2 II 14FL11651 2-R2 Metal Roof Panel Detail.pdf Design$ressure,. 1-15;Aj-1Y5.j?S r '4ehi ed 8y VaTi'kdrm,?-.E.7 55IS 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 'i manufacturers details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 2 R2 032GulfLok 16 15- 32Plvwood 'NonHVHZiodf Created by lrndependent'rhfrd 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 II 14FL11651 2 R2 Metal Roof Panel Detail pdf Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 J 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. dip spacing. -131 psf @ 6" Created by'Independent Third Party:Yes o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports '; j in HVHZ Zones. FL11651 R2 AE 14FL11651 3 R2 1 24GulfSnap 17 15- 32Plvwood HVHZ..Ddf 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 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..odf Impact Resistant: N/A FL11651 R2 II 14FL'1.1651 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 11651.5 1"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 14FLQ1651 5 R2 lin 032VersaLoc SR 16 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ..pdf Impact Resistant: N/A FL11651 R2 II 14FL11651 5 R2 Metal Roof Panel Detail..pdf Design Pcessuret+RRA(-1Q1.QPSF Verified By;Dan Kutun,P.E.175SLq 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' ;i in HVHZ Zones. FL11651 R2 AE 14FL11651;5 R2 lin 032VersaLoc SR 16 15- I https:/tfloridabdldin,q.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgNN*MyNezj,192E8POQwgM/aid%3d 215 1/17/2017 Florida Building Code Online f 32Plywood HVHZ..odf,� Created by IndependentThird'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 6 112 1.5 24GulfSnao 16 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ..odf', ImpactTtesrstan't:NJA FLllb31 R2'11 14FL116'51 b Tt2 T'ietdi Root Pane) D&M)..pd Design Pressure:+N/A/-116.OPSF Verified By: Dan Kuhri; 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- 32Pfywood HVHZ..pdO 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 FL116SI R2'II 14FLi]651 7.1112 1.5 24VersaLoc 16 15- Approved for use outside HVHZ:Yes 32Plywood HVHZ..pddf? Impact Resistant:N/A FL11651 R2 II 14FLI1651 7R2 Metal Roof Panel Detail..pdf 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 ,! j use in HVHZ Zones. FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15- 32Plywood HVHZ..pdf Created by Independent Third Party: Yes 11651.8 2" 24ga. MegaLoc 24 Ga. 2" MegaLoc 18 wide Roof Panel over 15/32" Plywood Limits of Use Installation1nstructions Approved for use in HVHZ:No FL11651 R2 II 14FL1:1651 8 R2 24MeaaLoc 18 15- Approved for use outside HVHZ:Yes 32Plywood NonHVHZ.pdf Impact Resistant: N/A FL11651 R2 II 14FL1,1651 8 R2 Metal Roof Panel Detail.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 ox,clip spacing.Instatt per manufacturers details.Not for Evaluation Reports ` use in HVHZ Zones. FL11651 R2 AE 14FL'11651 8 R2 24MeaaLoc 18 15- 32Plywood NonHVHZlodf 1 Created by lIndepend6nt Third Party:Yes I1651.9 24 Ga. Guff Lok 24 Ga. Guff Lok 16"Wide over 1513Z"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 9.R2 24GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plywood NonHVHZ.pdf IsapactR1zsystasvt:4169. F�Al551 42 4: 14F1,1,1SS& S1 4.2 W&kal5t^ 4av&e S3eta 4 pdf 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,fndependent 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 14FL'11651 9 R2 24GulfLok 16 15- Install per manufacturers details. Not for use irr HVHZ 32ftwood NonHVHZ:pdf Zones. Created by Independent Third Party: Yes 11651.10 24 Ga. Gulf Seam 24 Ga. Gulf(Seam 16"Wide Roof Panel over 1x4 Wood Purlins over 15/32"1 Plywood'!. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R2 II 14FL11651 110 R2 24GulfSeam 16 1x4 15- Approved for use outside HVHZ:Yes 32Plywood NonHVHZlpdf Impact Resistant:N/A FL11651 R2 II 14FL11651 10 R2 Metal Roof Panel Detail pdf Design Pressure:+N/A/-43.5PSF Verified By: Dan Kuhn, F.E. 75519 Other:-93.5 psf @ 18"o.c. Install per manufacturers Created by IndependentThird Party: Yes details. Not for use in HVHZ Zones. Evaluation Reports FL11651 R2 AE 14FL11651 40 R2 24GulfSeam 16 1x4 15- 32Plvwood NonHVHZlpdf Created by IndependentThlyd Party:Yes 11651.11 24 Ga. Gulf Seam 24 Ga. Gulf Seam, 1 3/4"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 odf 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' .I for use in HVHZ Zones. FL11651 R2 AE 14FL11651 it R2 24GulfSeam 18 15- 32Plvwood NonHVHZ.odf Created by Independent Third Party: Yes i haps://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2FrrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d%3d 315 1/17/2017 Florida Building Cade Online 11651.12 126 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 15/32"Plywood 1 Limits of Use Installation Instructions i APPmved fDr use us J IVJ :Yes .FjJ J f rJ .R2 JT J 4171J 1'fi5J J2 R2 2fi5vCrJmn 15- Approved for use outside HVHZ:Yes 132Plvwood HVHZ.ndf Impact Resistant: N/A FL11651 R2 iII 14FL11651 12. R2 Metal Roof Panel Detall.odf 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 j @ Fs'o.c.f3�p.�.r.=I+, Ja+l3.7no-noW.maniskarzttirrets PEwalFealdm uk9atts details. For use in HVHZ Zones. FL11651 R2 'AE 14FI-i1651 12 R2 265vCrimp 15- 32Plvwood HVHZ.odf Created by Independent Third Party: Yes 11651.13 26 Ga. 5V Crimp 26 Ga. 5V Crfmp over 15/32"Pfywood �I Limits of Use Installation Instructions i Approved for use in HVHZ: No FL11651 R2 II 14FL1a 651 13 R2 265vCrimp 15= Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.ndf unpaLtAQ5YStaTA%Iqh A2iTn "yP0"1,OS11 'A wl 90real AtrLi FIe4 'JaZ S.FiM 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- 32Mwood iVcrrHVHZ.'udf Created by Independent Third Party: Yes 11651.14 ::L26:t.:5:V Crimp 26 Ga. 5V Crimp Roof,Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions i Approved for use in HVHZ: No FL11651 112 II 14FL1]651 14 R2 265vCrimp 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:+NjAf 156.5PSF Verified By:IDan 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 265vCrimp 1x4 15- 32Plvwood NonHVHZ:bdf 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 14FL11651 15 R2 26GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plywood HVHZ.pdf'I Impact Resistant: N/A FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detail.pdf 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 14FL111651 15 R2 26GulfLok 16 15- Zones. 32Plywood 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 1 Approved for use in HVHZ:No FL11651 R2 II 14FLS1651 16 R2 26GulfLok 16 15- A44rovedfor use outside HVHZ:Yes 32P1vwood [LonHVHZ:gdf. Impact Resistant:N/A FL11651 R2 II 14FL11651 1'6 R2 Metal Roof Panel Detail.pdf 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"! sparing-Install per manufartUrers details.JUnt for use 1n F!J,1651 R2 A1= 14FL'11551 .16 R2 25GulfLok 16 15 HVHZ Zones. 32Plywood NonHVH2112df Created by',Independent Third Party: Yes 11651.17 26 Ga. GuIfPBR 26 Ga. Gulf PBR Roof,!Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 112 II 17 R2 26GuIfPBR 15-32Plvwood NonHVHZ pdf Approved for use outside HVHZ:Yes FL11651 R2 II 17 R-2 Metal Roof Panel Detail.pdf Impact Resistant:N/A Verified By: Dan Kulin,P.E. 75519 Desigir Pressure:4NIA/-154.7PSF Created by Weperidieat Third 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 26GuIfPBR IS- details. Not for use in HVHZ 32Plywood NonHVHZ,'pdf Created by Independent Third Party: Yes i 11651.18 26 Ga. GuIfPBR 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use fn KVFfZ: Ybs FLIP551 RZ ff I4FCTI651 19 RZ 26GuffPBR 1x4 15- Approved 5Approved for use outside HVHZ:Yes 132Plywood HVHZ.pdf i httpsl/floridabLiidirig.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgNNppMyNezj3512E8PGQwgA%3d%3d 4/5 I, VIM017 Florida Building Code Online pact Resistant: N/A I FL11651 R2'II 18 R etal goof Panel Detail.Ddf DiilgnPressure:.+N/A[-151.7PSF I Verified By: Dan Kuhn,•P.E. 75519 flthen-100.5 psf 0 24"o.c,fastener spacing. -151.75 psf ! Created by Independent Third Party., Yes �6 12"fis-&,rier s-padng. Lista 4`per rttamdacturerW detad'S. EvarlrSWM Repa its ' 1 For use in HVHZ Zones FL11651 R2 AE 14FL1!1651 18 R2 26GuIfPBR 1x4 1�- i 132Plvwood HVHZ.odf !' i 1 Created by Independent Third Party: Yes ' 11651.19 126 Ga. GuIfPBR 126 Ga. Gulf PBR over 15/32" Plywood I Limits of Use I Installation;Instruct ions Approved for use in HVHZ:Yes I FL11651 112- 11 i FL11651 19 RZ 26GulfPBR 15- Approved for use outside HVHZ:Yes 132Plvwood IjVHZ.pdf ! Impact Resistant: N/A FL1165I R2 IF 19 R2 Metal' Roof Panef Deta1'.Ddf f Design Pressure: +N/A/-154.7PSF I 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" o.c. fastener spacing. Install per manufacturer's Evaluation Reports I details. For use in HVHZ Zones. 1� R2 26GulfPBR 15- 1 ICreated b HVHZ.pdf� Created by Independent Third Party: Yes II 1165120 __j26 Ga. G.lfPBR 26 Ga. GuIfPBR over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation,Instructions Approved for use in HVHZ: No FL11651 R2, II 20 0'126Gu1fPBR 1x4 15- I Approved for use outside HVHZ:Yes 32Plywood NonHVHZ:pdf I Impact Resistant: N/A FL11651 R2. II 20 R2 Metal:IRoof Panel Detail.odf Design Pressure:+N/A/-151.7PSF Verified By: Dan Kuhn, RE. 75519 ( Other:-94.25 psf @ 24"D.C. fastener spacing. -151.75 psf Created by Independent Third Party: Yes @ 12"fastener spacing. Install per manufacturer's details. Evaluation Reports Not for use in HVHZ Zones FL11651 R2 AE 20 122 26GulfPBR 1x4 15- 32Plvwood NonHVHZJpdf ' Created by'Independent Third Party:Yes Go to Page Page 1/2 II Sack e«e:cf Contact Us::2601 Blair Stone Road,Tallahassee FL 32,399 Phone:850-487-1824 ' 11 e The State of Florida is an AA/EEO employer.Copyright 7007-2013 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 apublic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,jplease contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the'public.To determine if you are a licensee under Chapter 455,F.S.,please click here '! Product Approval Accepts try M.fi Credit-Card Safe i ;II i, I 'i i httpsJ/floridabuiiding.org/pr/pr app dtl.aspic?param=wGEVXQwtDgsQFc5K%2tTrZeCSHgw99R5wgNNppMYNezJ,6S2EBPOQwgA%3d%3d 515 i e�mNma .® u lCZa�z F k x UP LY & MANUFACTURING Is "5,,-'-,�V. P . 26 GA. 5VC R1W k"60F PAINEL • • •D FLORIDA . . ®D a ® . . • 0 116.,' 1 . 1 TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 26 Ga. 5V Crimp Roof Panel over 15132"Plyvood 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: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 �%`�,\3jEL S, ;% oP•• •• •�y-, �-�•G E NSF .2 Engineer Evaluator: '_y�:, No. 75519 _ ®an Kuhn, RE. #75519 Florida Evaluation ANE ID: 10743 o STATE of :Q Validator: ;Fs0 0 R I D P •\��.� Locke Bovvden,'P.E. #493$34 ' - ! '��,/O A� NG` . 9450 Alysbury Place o6�30� �15 Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL# 11651.13 R2-JUNE 15,2015 KUHN ENGINE • GuIfCaan� 1 SUPPLY & MANUFACTURING -5VCR1 .' - 11 P' ' 26 GA. 5VCRIMP ROOF PANEL OVER PLYWOOD* • . .A . . ®DUCT A PPR OVAL NO. 11651 . 1 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. i Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 15/32" 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. i i 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 lflat of the panel or approved equal, 1/4" 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 sulpports'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; jMpsf 131 0 psf Fastener Pattern 12"-12!" 9.5"-2"-9.5" Fastener Pattern Spacing 16•. O C Design Pressure includes a Safety Factor=2.0. + ! i I FL#11651 13 R2•JUNE 15 2015 I i e ENGINEERING,LANE, BOCA ' • • ••-- FL GOA430464 ij GuIfCo� t a. W We e ; SUPPLY & MANUFACTURING '5V%E:n R 9 M, "F 26 GA. 5WRIMP ROOF PANEL OVER 15/32" PLYWOOD*. a . i • PRODUCT . . . .O •I 11651.13 TMr 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. I 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)Q 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 oflroof 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 1;507.4.5.1 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. i I I I I � I I 'i • I FL# 11651.13 R2•JUNE 15,2015 Gwwba v t ° YX$r Sri ti ° n, © ® �� �}�"t® • � Gulf �a. , G SUPPLY & MANUFACTURING fLa 5 V RIM- P' • ROOF PANEL OVER PLYWOOD* ! . 'A .90DAPPROVAL NO. 11651.13 TAS Design Procedure: For roofs within the parameters listed on the load table,^fastening pattern must r at a minimum meet those listed for the applicable1wind 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 I I � I, I I FL#11651.13 R2•JUNE 15,2015 ]l3�'�"l, 2\ �U,.:Ol�. f °rte. ,1 `� t I r Gu U P 11 1 Y 'R! R!A i U A C T I R I 1\1 6 Tfqi ENGINEER LOAD TABLE:26 Ga. 5VCrimp Roof Panel over 15/32"Plywood Buildings..having,aAobf Me'an':HeiQ'kt 20,-0 Roof Slope Z''?1:2".-:�1'2"Y12,!'t.G, ble;, r.87 I RNU'Wind pe 1,20 Speeds 180Mph, Expqs&k,'Risk-,Cate 11, Enclosed�B`uiil Florida8" '; gqr.y, ding, base6bn U11din' e F 2014 120 130 140 1 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN 114" (MIN.15132") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPEED Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING N, 16"TYPE I 15 TYPE 11- "'WOE 167-TYPE -16"'TY 1 16-q-, ZONE 1 #9-15x1.S." Plyw od 1'67 -1 v 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 z Plywood Z ONE,3, 49-15xi.5 16"TYPE 1- 16"TYPE-11 '11'67-tYPEII�TIVITYF pl 6�,VTXPE I,,- Ii!"TYPt 2,' 16"TYPE 2 1.)PANEL DESCRIPTION:5V CRIMP, MIN. 26 GA., GRADE 80,24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W1 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.)PV(WOOD DECKING: MIN.15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN S:72, LAP SEALANT MUST BE USED W 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 HIP ROOF ZONE 3a I.A0 -,� 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. BRIDGE / // I TYPE I FASTENER PATTERN -------- �(11 #1'97-15 x 1-1/2" HWH w/Sealing Washer ZONE 12 12 /------------------- EAVE Lap— ZONE Z GABLE ROOF IPA T_\----------------- TYPE 2 FASTENER PATTERN _z:RIDGE �(1) #9-15 x 1-1/2" HWH'w/Sealing Washer ---------- ---------- --------- ya 2 ZONEI 11-4f-9.511 9'.5 ---�2 �ZONE3 `-EAVE FL# 11651.13 R2-JUNE 15,2015 'u; % F T, NGALG K�f ENGINURf --R-A F-L-73-3491� A43M4-