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Home My WebLink About2021SS24gaExtremeMetal1/20/2021 Florida Building Code Online ?A cic, 4 Business Professional R I ms Nome '. log In User Registration Hoti'opics - Submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map Links Search dbpr 4 Product Approval USER: Public User Product Approval Menu > Product or application Search > Aooiication List > Application Detail FL # FL25621-R1 - Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Address/Phone/Email 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 the David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity cations, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By ally, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EL25621 R1 CQi 26_ga xnap.U"c pjyBoo4dpdf Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 https://www.floridabuilding.org/pr/pr app dfi.aspx?param=wGE:VXQwtDgsKQFEnckB1071JGilioiYgOjrky58xYJOcwJbweNYciw%3d%3d 1/4 1/20/2021 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online Method I Option D 10/06/2020 10/16/2020 10125/2020 12/16/2020 12/16/2020 Summary of products FL Model, Number or Name Description 25621.1 01: 26ga SnapMax on Plywood 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HZ: No FL25621 R1 iI 269a SnapMx ply d Approved for use outsi VHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by independent Third Party: Yes Design pressure: +N/A/-97.25 Other: Refer to evaluation report Evaluation Reports ` FL25621 R1 AE 26g Max pjyWQOd.pdf Created by Indep ent Third Party: Yes 25621.2 02: 032 Aluminum SnapMax Nomin�I 0.032" aluminum (or thicker) SnapMax 1.0" nail strip 1 Plywood o YS/32" (min) plywood or 3/4" wood plank Limits of Use Nation Instructions Approved for use in HVHZ: No FL2 R II 032 SnapMax plyyq-Qg P-0-f Approved for use outside HVHZ: Yes Verified avid Eng, PE 81377 Impact Resistant: N/A Created by In endent Third Party: Yes Design pressure: +N/A/-78.5 Evaluation Repo Other: Refer to evaluation report EL5�1 RI AE 0 p_ Lglyw_. pSff Created by Independent Party: Yes 25621.3 03: 032 Aluminum 12" SnapMax on I Nominally 0,032" aluminum (or thic SnapMax 1.0" nail strip { plywood with 12" coverage on 15/32" (min) plyw or 3/4" wood plank Limits of U Installation Instructions Appro for use in HVHZ: No EL25621 RI it 032 SnapMax 12in olywood.p Ap ved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 pact Resistant: N/A Created by Independent Third Party: Yes esign Pressure: +N/A/-69.25 Evaluation Reports Other: Refer to evaluation report FL25621 R1 AE 032 SnapMax 12in_ plyd�. Creat d b endent Third Party: Yes 25621.4 04: 26ga SnapMax on Plywood y 269a (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use # Installation Instructions Approved for use in HVHZ: No FL25621 R1 1I 26ga SnapMax ywoo D.pdi Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant. N/A Created by Independent Third Party: Yes Design Pressure; +N/A/-121.75 Evaluation Reports Other: Refer to evaluation report a FL25621 R1 AE. 25ga -n pMax ptyY-ood D.pdf Created by independent Third Party: Yes 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 621.5 05: 26ga SnapMax on Plywood HVHZ 3/4" (min) wood plank Limits of Us Installation Instructions Approved for u n HVHZ; Yes FL25621 RI 1I 6o S pM x ood HVHZ.pdf Verified By: David Eng, P 7 Approved for use o We HVHZ: Yes Impact Resistant: N/A Created by Indepen hird Party: Yes Design pressure. +N/A/-176 Evaluation Re Other: Refer to evaluation report FL 56 6 SnapMax plywood ItVHZ.pdf Cre by Independent Third Party: Yes 25621.6 06: 24ga SnapMax on Plywo 24ga (min) SnapMax 1.0" nail strip on 15/32" (rein) plywood or 3/4" (min) wood plank Limits of Use Approved for use in HVHZ: No I Ration Instructions FL25 ti 24g�Sna(sMax_ tilvwood.p�if Approved far use outside HVHZ- s Verified By. ' vid Eng, PE 81377 Impact Resistant: N/A Created by indel ent Third Party: Yes Design Pressure: +N/A/- Evaluation Reports other: Refer to evalu n report fL25621 RI AE 24gp Snap p3ywoo .per¢ Created by Independent Third Pa es 25621.7 0 032 Aluminum SnapMax on Nominally 0.032" aluminum (or thicker) SnapMa~ 0" nail strip ? Plywood on 15/32" (min) plywood or 3/4" wood plank Limits of Use i Installation Instructions 1 1 httnc,tlunuutflnririnhiiilriinn nmtnr/nr ann rifl acnx'7naram=wrFVXOwl[kssKOFEnckB107IJGiilolYdOirkv58XYJ4cwJbweNYCiw%3d%o3d 2/4 Jo -Z f77 X Z 003o+Ztr:zVcz 90,0VOzoz T- LLM'ON 6u3 3 PlAe(] ✓ AV / , i vv,zu vo id I Lals 3d IA -1-4 9jj!ASaUID!D I 90Z# 9AV At un m vzq£ 9AO:) 9sJ01-JaqLUI-L 3d '15U3 P!ADC3 :Aq pad DnIDA:; (Zt,,o 4o *E),S uiuj) >IuDId poom >101U4 (UILU) .to poomAld (uiLu) ,z2/5j >joaa/a.�oj.�sqnS -pa.iinba.i aiiDL4m 9-905l :)s--i q.�!m �uoijdwoz) JOU94SO _4 91AtS 9>IDOUod t4oui-I x 01# Jquq4sDj pe-iinba.j ejeL4/v\ 2*t,-I09l Dej -led Uo4slsaj Uolsoijoo 1994E (UILU) t)B*,Z joi.ja.�oW 4.:)nPO.Ad ,,T 40 4.L4619L4 q!-J IDUILUOU o pur) Lj..p!m (,quad LunLuixDLu ,9T 0 4.tjm 10UDd 91/\4,s >1:)oldtDus ldp..S[!DN uoi4.dijosig(3 �onpo-id 066t,2 -IA A�!D LUIDd I -IC3 DLUOd AAA OZTZ sjo400i.Aqo:j jo.{aW aLu9.i4x3 poomAid (UILU) ,ZE/Sil JOAO XVWdVNS (UILU) 06tZ wi3w do saau.:o vw-1) a3 7 71)/-'; SMojV3jtjj3V-4 "I V.L a w 3 IV-413 a I X a- Underloyment-, Comply with focal building code or FBC 1507.1.1 where required. Slope: Comply with local building code or FBC 1507.4.2 where required Re -Roofing: This panel may be installed 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: M-07t h 0 —dA' # 10 x 1" fa -st (Zy_p� r at 6!_p_c_._q_ -Io n-g_.,n a i I g! r It 0 6 P S F A factor of safety of 2 has been applied. Fasteners are installed through the metal flange, NOT through the pre -punched slots. Technical Documentation: This product has been tested to the UL 580 standard by Intertek Testing (TST-I527), report G3443.09-450-44, as referenced in FL 28059.01-RO. Compliance Statement: 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 ID. 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 channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. 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/suit 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 Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall 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 6IG20-3, 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. Instructions: Select the appropriate load table that applies to the structure in question. Determine the design wind speed for the project location. Use the attachment method indicated for that windspeed within each roof zone. 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 1-2-3; Zone I includes zones I and V Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. METHOD A /-N - I FEMALE LEG SNAPS ONTO MALE LEG #10 FASTENER AT 6" O.G. Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof, or gable/hip roof with max slope of 1212 Have a mean Roof Height of 30 feet or less a I" LC THCR 4% OF L�S-�RVONTALW _nM WN AENSM OR 9Ft tO W, ORM OLIMMED 9Y MrIGN OR OTSERAIP JCAKC COM, ROOF ZONES FOR GENERIC BUILDING I CONSULT DESIGN PROFESSIONAL AS NECESSARY Use this load table for structures which meet the following criteria: Are located in B, C, or D exposure area Have either a flat roof, or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less a FL25621.06: 24ga SnapMax on 15/32" o_lvwood FL25621.06: 24ga §napMax on 12132" plywood 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: AA A A A A A A AAA Zone 1: A A A A A A A A A A A Zone 2: A A A A A A A A A A A Zone 2: A A A A A A A A A A A Zone 3: A A A A A A A A A A A Zone 3: A A A A A A A A A I Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof less than 7*, hip roof with 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 FL25621.06: 24qa SnapMax on 15/32" olmood 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 2: A A A A A A A A A A A Zone 3: A A A A A A A A A A A Use this load table for structures which meet the following criteria: Are located in 8, C, or D exposure area Have either a flat roof less than 70, hip roof with max slope of 12:12, or gable roof with slope between 4.412 & 12:12 Have a mean Roof Height of 30 feet or less FL25621.06: 24cia SnaoMax on 15/32" olvwood 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 2: A A A A A A A A A A A Zone 3: A A A A A A A A A A