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HomeMy WebLinkAboutProduct Approval 3/11/2021 Florida Building Code Oriline • _. -. - :,r -'��. ;.;-.,.;.•.,.-.:,�•�.•,.�•�--•-t•- `;yam;� _ rat 5 74 IF ,���Ari.•9:r`'t.nvgf•.,:w: .. _f,... ry .,1.::��} �rr4,. - 39ti:..,��•�'i<,�'1"yy�.1: �y7 A rrt, r�...r,.:,�v,•r. ..�E :..1j!.�:'!��~�.i: •.1.�-(•�{s� ��rl�•,.rl ,f' v.10 �% P�'^'t :.!J,'j's::•!..YS•'�-�:: r I:._;.1'_it...�.._-. ._.. .. ..__........�-_`.•.�.� St..Sew.:�._':=ii^�Fj. �1����. S�- ... Bus Home• Log In y° User Registration Hot Topics l Subm(t surcharge Stats a Facts Publications Contact Us BCIS Site Map Links Search l Florida P Approval USER:ER:Public Userdr (' Product Approval Menu>Product or Agplleatlon Search>@polication Ust>ApplltaUOn Detail © RECEIVED i FL# FL17022-119 MAR 152011 Application Type Revision Code Version 2020 REVIEW Mr :.G partment Application Status Approved Lucie C.0 CODE COf�IIPLIA►N Comments ST. LUCIE COUiVTY Archived B O C C Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2150 SW Pama Drive �'7 f(5 Palm City,FL 3�)90 ,) (772)872-803,- flvalidaticn@ya,oc).com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen '"1te ®PY Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 richard@emfab.ne` Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Rep. 1 t from a Florida Registered Architect or a Licensed Florida Professional En,Ineer Evaluation Report-Hardcapy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity Keystone Certifica'ons,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally,PE Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R9 COT 26ga VMAX oiywood.pdf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL S80 2006 Equivalence of Product Standards r Certifled By Sections from the Code httpsJ/floridabuilding.orglpr/pr app dti.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoF','02b7ZBOgjsB2joMviu[8gwLyA`/o3d*/*3d 1/3 3/11/2021 Florida Building Code Online t Product Approval Method Method 1.0ptlon D Date Submitted 12/16/2020 Date Validated 12/16/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02 0 �1 _ Products Summary of Prod FL# Model,Number or Name Description 17022.1 01:26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/32"(min) plywood or 3/4"(min)thick wood plank. Limits of Use Installation Instructions -11� Approved for use in HVHZ:No ` FL17022 R9 II 26oa VMAX p wood.Rdf Approved for use outside HVHZ:Yes Verified By:David Eng,PE 81377 pact Resistant;N/A Created by Independent Third Party:Yes Dest rt- ssure:+N/A/-228 Evaluation Reports Other:Refer atlon repoN. FL17022 R9 AE 26ga VMAX p_lywood.odf j, Created by Independent Third Party:Yes 17022.2 02: 032 Aluminum VMax on Plywood Nominally 0.032"aluminum(or thicker)VMax 5V panel with 21"coverage on 15/32"(min)plywood or 3/4"(min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17;'�2 R9 11 032 VMAX 21in plywood d Approved for use outside HVHZ:Yes Verif r 1 By: David Eng,PE 81377 Impact Resistant:N/A Creacad by Independent Third Party:Yes Design Pressure:+N/A/-168.5 Evaluation Reports Other:Refer to evaluation report. FL17022 R9 AE 032 VMAX 211n &wood.pd( Created by Independent Third Party:Yes 17022.3 03: 26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/32"(min) plywood or 3/4"(min)thick wood plank.option for fasteners in the flats and In the ribs. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R9 1I 26ga VMAX plywood flats.pdf Approved for use outside HVH i:Yes Verified By:David Eng,PE 81377 impact Resistant:N/A Created by Independent Third Party:Yes tr Design Pressure:+N/A/-114.25 Evaluation Reports f Other:Refer to evaluation report. FL17022 R9 AE_26ga VMAX plywood flats.pdf Created by Independent Third Party:Yes 17022.4 04:26ga CorMax an Plywood 26ga'min)CorMax corrugated panel with 29.5"coverage on 15/37"(min)plywood or 3/4"(min)thick wood plank. Limits of Use Inst iJation Instructions ;t. Approved for use in HVHZ:Yes _FLU'.`122 R9 ti 26ga CorMax Plywood HVHZ.odf Approved for use outside HVHZ:Yes Verlfled By:David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-161 Evaluation Reports Other:Refer to evaluation report. FL17022 R9 AE 26ga CorMax Plywood HVHZ.pdf Created by Independent Third Party:Yes 17022.5 05:26ga CorMax on Battens 26ga(min)CorMax corrugated panel with 29.5"coverage on 2x4(min)battens. Limits of Use Installation Instructions rt' Approved for use in HVHZ:No FL17022 R9 I1 26ga CorMax Battens,pdF �J Approved for use outside HV'r;,:Yes Verified By:David Eng,PE 61377 ' Impact Resistant:N/A Created by Independent Third Party:Yes r Design Pressure:+N/A/-161 Evaluation Reports Other:Refer to evaluation report. 1`117022 R9 AE 26ga CcrMax Battens.pd) Created by Independent Third Party:Yes L� C „ontact Us:;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 r The State of Florida is an ANEW employer.Co+right 7007-2013 State of Florida.::Privacy Statement::Accessiblllty Statement::Refund Statement Under Florlda law,email addresses are publlc records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entlty.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective october 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls https:/Ifioridabuilding.org/pr/pr app_dtf.aspx7param=wGEV'QwtDgv2aBQpHpQQe6rMZMkUEoR%2b7ZBOgjsB2joMv1ul8gwLyA%3d%3d 2/3 x /w 7-77 MAX e r= FL17022®01-R8 EXTREMEMETAL .i FABRICATORS SKILLED CRAFTERS OF AIErAL ROOFING SYSTEMS 26ga (min ) VMAX over 15/32" ( min ) plywood Extreme Metal Fabril,"tutors 2120 SW Poma Dr I Palm City FL 34990 Product Description 5V Crimp style exposed fastener panel with 24" max coverage and nominal rib height of 3/8". Product Material 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where required ' Fastener #9 or #10 x 1.5" fastener with sealing washer Compliant with FBC 1506.6 where required. Substrate/Deck. 15/32" (min)' plywood or RECEIVED i 3/4" (min) thick wood plank (min S.G. of 0.42) MAR 15 1011 Evaluated by: David Eng P E Permitting eap un!t'j t , gt.Lucie CcurrtY Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 rl www.TimberLakeCove.com \GENSF David E Eng = No.81377 �> �� 2020.10.06 - -.00:b8:33'+61'00= '0 O STATE OF L(, �i�� '•.FCORIOP.•' �\�� /,/0NAU This itern has been . . date indicated, Printed .VM .• ,{{ AX . . • •. . . -eF; ;S and sealed and thesignaffi'40 k'e 5V Crimp, Exposed Seam N r -- _�-- ' Q MAX , S l Underlayment: Comply with local building code or FBC 1507.1.1 where required. t` Slope: Comply with local building .:ode or FBC. 1507.4.2 where required. Re-Roofing: This panel may be iris:talled over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads & Installation Requirements: Method A• #9 x 1 5" fastener in 12"-12" pattern at 16" o.c.: 86 PSF • Method B• #10 x 1 5" fastener in 12"-12" pattern at 16" o.c.: 93.5 PSF Method C• #10 x 1.511 fastener in 12"-12" pattern at 8" o.c.: 101 PSF Method D• #10 x 1 5" fastener in 12"-12" pattern at 6" o.c.: 228 PSF A factor of safety of 2 has been applied. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As referenced in FL 17022.01-R7 ? Compliance Statement: „f This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ) as required by FL Rule 61G20-3, method 1D. This product as described has been tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: Enclosed and conforms to wind-borne debris provisions and is a regular shaped building Is not subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channOing or buffeting warrant consideration Engineering analysis may be complited by other licensed engineers for project specific u' approval b local authorities Navin.,._, jurisdiction. i pP Y Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Exclusions and Limitations: • Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by n Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shill be responsible for any conclusions interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. 'r—}g TORS./A/4S,1l6, E—kTPEMEMETAL FABRTCA • iffP + ir'rc1A 1 MAX a � r j r e g Prr'l� FL17022 r Instructions: Select the appropriate load table that applies to the ,....... structure in question. Determine the design wind speed for the project 2 3 location. 1 2 Use the attachment method indicated for that windspeed within each roof zone. 2 3 a IF 2 3 , a NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken for each zone and reported using the standard zones 1 2 1-2-3: Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e 2 and 2n r r T ��a HIP ROOF GABLE ROOF --J a L Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple `.,.to%OF LEAST NOIZONTAL DIMENSION OR OAR"ICHEVER IS SMALLER.SLIT NOT .TTHAN EITHER%OF LEAST NORQONTAL DIMENSION OR J (D.BM). tI scheme, at the expense of some design efficiency. "R AS DETERMINED BY DESIGN OR OMER M ICABLE CODE. Ii Contact the manufacturer for further information, POOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A: METHOD B: METHOD C: METHOD D: #9 AT 16"O.C. #10 AT 16"O.C. #10 AT 8"O.C. #1GAT 6"O.C. —12"(NOM) 12"(NOM) NR: NOT RATED.CONSULT DESIGN 15 PROFESSIONAL AS NEEDED Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in E•,.C,or D exposure area it Have either a flat roof,or gable/hip roof with max slope of 12:12 Have either a f„t roof,or gable/hip roof with max slope of 12:12 1 Have a mean Roof Height of 30 feet or less Have a mean I jof Height of 30 feet or less FL17022.01: 26 a 5V Crimp on 15/32" Plywood FL17022.01: 26 a 5V Crimp on 15/32" pimoqd Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A' ` A A A Zone 1: A A A A A A A C D D D Zone 2: A A A A A "A A A C D' D ` Zone 2: A A A A C D D r D . D. D D Zone 3: A A A A A A B Zone 3: A A A `.D D D Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in.B,C,or D exposure area Have either a flat roof less than 7D,hip roof with Have either a flat roof less than 7D,hip roof with max slope of 12:12,or gable roof with slope between 4.4:12&12:12 max slope of 12:12,or gable roof with slope between 4.4:12&12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17022.01: 26 a 5V Crimp on 15/32" plymmod FL17C32.01: 26 a 5V Crimp on 15/32" plvWpod l9 Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 1f' 110 120 130 140 150 160 170 180 190 2110 Zone 1: A A A A A A A A A A A Zone 1: i A A A A A A B C D Zone 2: A A A A A A A A A B „ C : Zone 2: A A A A A B �D - ---D, D D D .e Zone 3: A A A A A A . A -6: D, D a„U Zone 3: A A A B Fr, , D: <_D: .D D D D • - •