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Home My WebLink AboutPA FL4595-R4 ..... ;z �. . :....... ........ ............ ...... ........... .................. 13CES Home Leg In User Registration Hot Topics Submit Surcharge Stall&Facts Publications contact us i3cEs site Map Links Search dopr �V � Product Approval 'g y U!;rR-Public User PM1UtLAoorova1 Menu> PrOduU orr.Aoaiication Search A7nEEcation List a Application Detail Fl-# FL4595-R4 Application Type Revision Code Version 2C17 Application Status Approved Comments Archived Product Manufacturer Tri County Metals Add ress/Phone/Erriail 301 SE 16th Street Trenton, FL 32693 (352)463-8400 Ch risw@tricou ntymetals.com Authorized Signature Chris Weatherilt chrisw@tricountymetalF,.com Technical Representative Address/Phone/Email Quality Assurance Representative Add ress/Phone/Erna iI Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardeopy Received Florida Engineer or Architect flame who developed Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quafity Assurance Contract Expiration Date 06/02/2024 Validated By Brian]aks, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL4595 R4 Cal_L er of Certifli dtion secLired.pdf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 UL1697 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/1512017 Date Validated 08I17/2017 Date Pending FBC Approval 08I23/2017 Date Approved 10/10/2017 Summary of Products Go to Page Page 1 1 2 IFL# Model,Number or Name i Description W __- 4595.1 5V Crimp Min. 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood W Limits of Use Installation Instructions -- Approved for use in HVHZ: No FL4 95 R4 II 2 a. 5V CrimpPanel ver Plywood Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure:+NIA/-101.OPSF Created by Independent Third Party: Yes Other: -78.5 psf @ 16"o.c. Fastener Spacing.-101.0 psf @ Evaluation Reports 16"ox. Fastener Spacing. Install per manufacturer's details. FL4595_R4 AE 26 Ga_ 5V Crimp Panel aver PI w Not for use in HVHZ Zones_ s re .pdf Created by Independent Third Party:Yes 4595.2 5V Crimp Min. 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 FL4595 R4 II V is p Panel over 1x4 NON HVHZ Approved for use outside HVHZ:Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-101.OPSF Created by Indepen dent Th1rd Party: Yes Other; -78.5 psf @ 16"o.c. Fastener Spacing. -101.0 psf 0 Evaluation Reports 16"o_c_ Fastener Spacing.Install per manufacturer's details. FL2�_R4 g�,_26 Ga. 5V Crimp Panel over j,x4-NON HVHZ Not for use in HVHZ Zones. secured.odf Created by Independent Third Party: Yes 4595.3 Aluminum Mechanical-Seam Lok 032"Aluminum Mechanical Lock 16"Wide Roof Panel over i Plywood Limits of Use Installation Instructions Y Approved for use in HVHZ: Yes FL4595 R4 II AluminuM LIL 1.5 over Plywo 9d_HVHZ Approved for use outside HVHZ:Yes secufedjL4 f Impact Resistant: N/A Verified By; Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A1-93.5 psf Created by Independent Third Party:Yes Other: -78.5 psf @ 18"o.c. clip spacing. -93.5 psf 6"o.c. clip Evaluation Reports spacing.Install per manufacturer's details. For use In HVHZ FL4595 R4 AE AlUrninumML L.5 over Plywood HVHZ Zones. secured'ad Created by Independent Third Party; Yes 4595.4 - T Aluminum Mechanical-Seam Lok 2" .032"Aluminum,2" Mechanical Lock, 19"Wide Roof Panel over 22 Ga. Steel Deck Limits of Use _ Installation Instructions Approved for use in HVHZ:Yes FL4595 R4 1I_AL Mf QES_2._4_pver Steel Deck HVHZ Approved for use outside HVHZ;Yes secured.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +NIA/-138.5psf Created by Independent Third Party: Yes Other:-71.0 psf @ 24"o.c. clip spacing, -138.5 psf @ 6"o.c. Evaluation Reports clip spacing. Install per manufacturer's details. For use in LF 4595 R4 AE AL MLok 2.0 over SteelDtck HVHZ HVHZ Zones. ¢re pdf Created by Independent Third Party: Yes 4595.5 jAluminum TCM Lok 0.032"Aluminum TCM Lok Roof Panel over 7116"OSB or 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No F1_4595 R4 fj AiQrnjnUM JCM Lqk over P ywwod-secured.&ff Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party; Yes Design Pressure: +N/A/-112.5psf Evaluation Reports Other: -75.0 psf at 4 1/2"c.c. fastener spacing. -112.5 psf FL4595_R4_AE Aluminum TCM Lok ova Plvww - at 4 1/2"c.c. fastener spacing. Install per manufacturer's If sectlred.0df details. Not for use in HVHZ Zones. i Created by Independent Third Party: Yes 4595.6 ;Mechanical-Seam Lok 1-1/2" 1-1/z" Mechanical Lock, 24 Ga., 16"Wide Roof Panel over f Plywood Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL4595 R4 II lie hani I- e m Lok 1.5 v r PI wnaod HVHZ Approved for use outside HVHZ:Yes 5ecured.a Impact Resistant: N/A Verified By_Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-123.5psf Created by independent Third Party: Yes Other: -59.75 psf. @ 24"o.c. clip spacing.-123.5 psf. @ 6" Evaluation Reports o.c.clip spacing. Instal! per manufacturer's details. For use in FL4595 R4 AE M hani I-Seam Lok 1.5 ov r Plywood 3 HVHZ es. l_reat d by Id.odf Created fly Independent Third Party: Yes 4595.7 Mechanical-Seam Lok 2"1 2"Mechanlca! Lock,24 Ga, Steel, 18-718"Wide Roof Pane! W I over 22 Ga. Steel Deck Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4595-K4-H_MLok 2.0 24 QgowcrSteel D VHZ Approved for use outside HVHZ:Yes ecur .0 Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure: +N/A/-153.5psf Created by Indepen dent Thfrd Party: Yes Other:-54.3 psf @ 36'o.c. clip spacing. -153.5 psf @ 6"o.c. Evaluation Reports clip spacing. Install per manufacturer's details. For use in FL4595 R46L MLok 2.0 24 Ga. aver 5teei Deck HYLIZ HVHZ Zones. 5ecured.odf Created by Independent Thfrd Party: Yes 4595.8 Nail Strip 1" 1"Nailstrfp, 24 Ga.Steel 16"-Wide Roof Pane!over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No F0595 R4 111.QJUAH3-thp 24 Ga_over Plywood secu red,pjf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E.44923 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-153.5psf Evaluation Reports Other: -153.5 psf @ 6-3/4"o.c. Fastener Spacing in slot and FL4595 R4 AE 1.0 Nailstri0 24 a.over Plywood secured.odf 12"o.c. Fastener Spacing in pan. -101,0 psf @ 6-3/4"D.C. Created by Independent Third Party; Yes Fastener Spacing in slot. -59.75 psf @ 16 D.C. Fastener Spacing in slot. Install per Manufacturer's Details. Not for use In HVHZ Zones, 4595.9 Nail Strip 1-1Iz" 1-Y2" Nail Strip,24 Ga. 15-'/2"Wide Roof.Panel over Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL45g5_..R4_II 1.5 Naffs-rip_24_Ga. over PlyWQg_-HVHZ Approved for use outside HVHZ: Yes secure,¢,odf Impact Resistant: N/A Verified By:Terrence E. Wolfe, P.E.44923 Design Pressure:+N/A/-116.Opsf Created by Independent Third Party: Yes Other: -116.0 psf @ 6-1/2"o.c. Fastener Spacing in slot and Evaluation Reports 12'o.c. Fastener Snacinra in pan. -78.5 psf® IV ❑.c. Ej4595__L4 AE 1.5 Nailstrip 24 Ga.over Plywood HVHZ Fastener Spacing in slot. Install per Manufacturer's Details. secured.Qd For use in HVHZ Zones Created by Independent Third Party: Yes 4595.10 PBR Min 26 Ga. PBR Roof Panel over 15/32" Plywood T Limits of Use Installation Instructions - Approved for use in HVHZ: No E0595 R4 11 . PBR Pant v r PI od s re pelf Approved for use outside HVHZ:Yes Verified By: Terrence E. Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 PSF f Evaluation Reports Other:-53.5 psf @ 24"o.c. Fastener Spacing.-93,5 psf @ FL4595 R4_AE_2 Ga, PBR P n I ov r Rlyw -rcdpjf 24"o.c. Fastener Spacing. Install per manufacturer's details. I Created by Independent Third Party: Yes Not for use in HVHZ Zones. i 4595.11 iPER Min. 26 Ga. PBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 26,Ga. PBR Panel Aver 1x4 secured pfJf Approved for use outside HVHZ:Yes Verified By: Terrence E. Wolfe, RE.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-78.5 PSF Evaluation Reports Other: -71.0 psf @ 24"ox. Fastener Spacing.-78.5 psf @ FL4595 R4 AE 2 _ PSR Parief over 1x4 secured.�f 24'o.c.Install per manufacturer's details. Not for use In Created by Independent Third Party: Yes HVHZ Zones. [41595.12 Snap-Lok 1-�/a" 1-Va"Snap Lok, 24 Ga. , 16"Wide Roof Panel over Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4595 P4-II-1.5.Snai_24_Ga. over P!y_wood HVHZ Approved for use outside HVHZ:Yes secured.odf Impact Resistant: N/A Verified By; Terrence E.Wolfe, RE.44923 Design Pressure: +N/A/-116.0psf Created by Independent Thlyd Party:Yes Other:-108.5 psf @12"o.c. Clip spacing. -86.0 psf @ 24" Evaluation Reports G.C.Clip Spacing. -116.0 psf @ 6"o.e. Clip Spacing. Install per FI4595 R4 AE ,1.5_5.nap LoCk 24 Ga. ov r P rAood HVHZ Manufacturer's Details. For use in HVHZ Zones. $agu red,pdf Created by Independent Third Party: Yes 4595.13 Snap--Lok 1-3/a" 1-3/4"Snap Lgck, 24 Ga. Steel, 17-%"Wide Roof Panel over 22 Limits of t!s _..._..----..._-:.- Ga.Steel Decking e Installation Instructions Approved for use in HVHZ:Yes FL4595 P4._U Snap-Snap-LoE 1,7524 Ga. v r Ste f k HVHZ Approved for use outside HVHZ:Yes secured odf Impact Resistant: N/A Verified By: Terrence E. Wolfe,P.E.44923 Design Pressure: +N/A/-108.5psf Created by Independent Third Party:Yes Other: -71.0 psf @ 24"o.c. Clip Spacing. -108.5 psf @ 6" Evaluation Reports o.c.Clip Spacing, Instalf per manufacturer's details. For use in FL4595 R4_AE Snap—!pk_7-75 24 Ga.oVer Steel Deck HVHZ HVHZ Zones. secured.pdf ! Created by Independent Third Party: Yes 4595.14 TCM-Lok _ Min. 26 Ga.TCM-Lok.Roof Pane!over 15/32"Plywood Limits of Use W Installation Instructions Approved for use in HVHZ: No FL4595 R4 II_ICh9-Lok Evc?Renart set�r{ •odf Approved for use outside HVHZ:Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-52.5 PSF Evaluation Reports Other; -52.5 psf @ 5 1/4"o.c. Fastener Spacing. Install per F_L4595 P4.AE TCM-Lok Ii Re r r :cif manufacturer's details. Not for use in HVHZ Zones. Created by Independent Third Party, Yes 459-9.15 TCM-Lok Min. 24 Ga.TCM-Lok Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 ILMin 24 M-Lok Eva R rt. df Approved for use outside HVHZ:Yes Verified By: Terrence E. Wolfe,P.E.44923 Impact Resistant: N/A Created by Independent Third Party; Yes Design Pressure: +N/A/-116.OPSF Evaluation Reports Other: -116.0 psf @ 5 1/4" o.c. Install per manufacturer's FL4595 R4 A-E_ in 24 M-Lok Fval R-p-port,pff details. Not for use in HVHZ Zones. Created by Independent Third Party:Yes 4595.16 Ultra-Rib Min. 26 Ga. Ultra-Rib Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL45_U_R4 IT 26 Ga. Ultrj-i Panel ov r PI w9od Approved for use outside HVHZ: Yes seeured.odf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure:+NIA/-146.OPSF Created by Independent Third Party: Yes Other: -85.8 psf @ 24"o.c.fastener spacing.-146,0 psf @ Evaluation Reports 12"o.c.fastener spacing_Install per manufacturer's Ra54S_ R4 AE 26_9a. Ultra-Rib Pang,l„over Plrwoc'd Installation details_ Not for use In HVHZ Zones. 59CU III-pd Created by Independent Third Party: Yes 9 {4595.17 Ultra-Rib Min.29 Ga. Ultra-Rib Roof Panel over 15/32"Plywood Limits of Usemm Installation Instructions Approved for use in HVHZ: No FL450 _B4 112 I a-Ri n I 9yer P y_vQ2d Approved for use outside HVHZ:Yes secured.odf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E.44923 Design Pressure:+N/A/-146,OPSF Created by Independent Third Party:Yes Other: -84.3 psf[@ 24"o.c.fastener spacing.-146,0 psf @ Evaluation Reports 12` o.c.fastener spacing.Instalf per manufacturer's FL4595 R4 9 Ga. Ultra-R b Pan r P wood installation details. Not for use In HVHZ Zones. f secured.pdf Created by Independent Third Party: Yes 4595.18 }Ultra-Rib Min.29 Ga. Ultra Rib,36' wide, Roof Panel over 1x4 Wood Purilns over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595,...FO_II 29 Ca, Rib_Panel over 1x4 secured.p�f Approved for use outside HVHZ:Yes Verified By: Terrence E.Wolfe, P.E.44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design pressure: +N/A/-138.5PSF Evaluation Reports Other:-93.5 psf @ 24"o.c. fastener spacing. -138.5 psf @ EL4595 t4 AE a9 Ga. Rib Panel over 1x4 s t red.pdf 24"o.c,fastener spacing.Install per manufacturer's details. Created by Independent Third Party: Yes Not for use in HVHZ Zones. 4595.19 Ultra-Rib Min, 29 Ga. Ultra Rib, 36" wide, Roof Panel over Ix4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R4 II 29 Ga. Rib Panel over Ix4 with shingles- Approved for use outside HVHZ:Yes secured. rIf Impact Resistant. N/A Verified By: Terrence E.Wolfe,P.E.44923 Design Pressure:+N/A/-86APSF Created by Independent Third Party: Yes other: -78.5 psf @ 24"o.c. fastener spacing. -86.0 psf @ Evaluation Reports 24"❑x. fastener spacing.Install per manufactuer's details. FL459 R4 AE 29 Ga. Rib Panel over 1x4 with shingles Not for use in HVHZ Zones. secured.pdf Created by Independent Third Party: Yes 4595.20 Ultra-Rib Min. 29 Ga. Ultra-Rib Roof Panel over 7/16"05B Limits of Use Installation Instructions Approved for use in HVHZ: No a,452 2_R4 II 2 Ga. Q tm-Rio Panel over 05B ured.pdf Approved for use outside HVHZ:Yes Verified By:Terrence E. Wolfe, P.E.44923 }' Impact Resistant: N/A Created by Independent Third Parry: Yes 1 Design Pressure: +N/A/-123.5PSF Evaluation Reports Other: -41.7 psf @ 24"O.C. fastener spacing_ -123.5 psf @ FL4595_R4_AE_2 -Rib over d. df 12- o.c.fastener spacing_Install per manufacturer's details. Created by Independent Third Parry: Yes Not for use in HVHZ,yZ!ohnes. Go to Page ►fir -� Pagel/2 Back id_xt Contact Us::7604 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEo employer.Cooyricht 2007-2013 State of Florida.:: Prlvacy Statement Accessiblllty Statement::Refund Statement Under rip ri da law,email addresses are put Iic records.If you do not want your a-mail address released in response to a public-records request,de not send electron lc mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuantto 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 emaft 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 ocpMrnent 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! "i+ W F Credit Card Safe -----r------- - `-- —` Force Engineering&Testing Inc. 19530 Ramblewood Drive Hvimh]e,T%77338 Product Evaluation Report TRl COUNTY METALS 26 Ga. Ultra-Rite Roof Panel over 15/32"Plywood Florida Product Approval #4595.16 R4 Florida Building Code 2017 Per Rule 61G20-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method:61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Tri County Metals 301 SE 16th Street Trenton,Florida 32693 Engineer Evaluator: Terrence E.Wolfe, P.E.#44923 Florida Evaluation ANE ID: 1920 Validator Brian Jaks P.E.#70159 Contents: Evaluation Report Pages 1—4 -,% h, rr�* C E N .. u• STATE OF0. 'a ly r ❑ati ON A L r�tL%% 'rr rrI il111, FL#4595.16R4 A,twusT 14, 2017 - - -- `-----`` Force Engineering&Testing Inc. I 19530 Ramblewood Drive HumbtejX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017,Sections 1504.3.2. Product Description: Ultra-Rib Roof Panel, Min. 26 Ga. Steel, 36" Wide,through fastened roof panel over 15/32"APA Plywood decking.Non-Structural Application. Panel Material/Standards: Material: Minimum 26 Ga.Steel conforming to Florida Building Code 2017 Section 1507.4.3. Yield Strength: Mln.80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017,Section 1507.4.3. Panel Dimension(s): Thickness: 0.0185"min. Width: 36"maximum coverage Rib Height: Y4"major rib at 9"O.C_ Panel Fastener: #10-16 x 1-1/2"HWH Woodgrip with sealing washing or approved equal %"minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2017,Section 1507.4.4, Substrate Description: Min.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. Substrate must be designed in accordance w/Florida Building Code 2017. Allowable Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure: 86,8 psf 146,0 psf Fastener Pattern: 6.5"-2.5"-6.5" Fastener Spacing: 24"Q.C. 12'Q.C. Design Pressure includes a Safety Facto =2.C. No-400 W IL..• •SA r w a STATE OF Sqb orFlcdd� `^� . •''�. aoa � s fs ti 0U7n f/ ! AL f'�rrrirss�{e FL4 4595.16 R4 August 14. 2017 --__-__---- ` - ---- -_ _- ------- Force Engineering&Testing Inc. 19530 Ramblewood Drive r Humble,-X 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2017,Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Testfor Uplift Resistance of Roof Assemblies ■ UL 1897-2012-Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering&Testing,Inc.[FBC Organization#T5T-5328] Report No.136-0393T-07F,F 2. Certificate of Independence By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing, Inc. (FBC Organization#ANE ID:1920) Test Standard Equivalency: 1. The UL 580-94test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-2012 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(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 2017,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: Per Florida Building Code 2017,Section 1507.1.1 and manufacturer's installation guidelines. Roof Panel Fire Classification: Fire classification is not part ofthis acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. �k cc E C E N L' ' STATE OF .`. oa FL#4595.16 R4 Atwust 14. 2017 ---`I 1' Force Engineering&Testing Inc. J 19930 Ramble"o-1Drive Humb1c,TX 77339 Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 ofthe Florida Building Code 2017 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support frame ng must he in compliance with Florida Building Cade 2017 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. tl�VJAWIIerJJ�Jf' �I 0 s-r�'�..�+�i 7C 't�. STATE OF Mm s 0Mdt ��4ttt '�iF�d1113;7t'l FL#4595.16 R4 Aumt 14, 2017 MIN. 26 A. ULTRA-REB PANEL OVER 15/32" PLYWOOD TWE ?,aww u Pk1;T-M AT 24" & �_,_.,__� 5 3" g• 411CIEAVS➢tlE 5�1, Rao f�[ei SLms WS."AIEN 1 2 T�-Yfi x Y t/2" 4Vtl0lGRFF 4V/ S ENG WASFfER YAP€2 FA5TEf4E& FATTM AT If O.C. soeaa WA TOE Ift raa�ssc cu xmrs lCS T(r!11 5.ft 1 1/2' WOODGR1P W1 SEAUNG WASHER fC1: IV �. a STAT 0 L b r!'�xdFRi100$4L AEA-2ust 14, 2017