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Home My WebLink AboutAPPROVED 4401 San Diego Metal Product Approval y 1� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search i o a Product Approval t � L�))USER:Public User Product Approval Menu>Application Detail FL# FL25621-R2 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 David Eng the Evaluation Report Florida License PE-81377 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally, PE Validation Checklist-Hardcopy Received Certificate of Independence FL25621_R2_COI_26gg__SnapMax__plywood.pdf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckB107lJGilioiYgdSepolaWOZICDw56hlzFHg%3d°/`3d 3/10/21,1:44 PM Page 1 of 4 `L Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 �� Summary[of Products. �� FL# Model,Number or Name Descript�n 25621.1 01:26ga SnapMax on Plywood 26ga(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 R2 II_ Sna Max p_lywood.odf 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/-97.25 Evaluation Reports Other:Refer to evaluation report FL25621 RZ AE_26ga SnapMax p-.y ood. f Created by Independent Third Party:Yes 25621.2 02: 032 Aluminum SnapMax on Nominally 0.032"aluminum(or thicker)SnapMax 1.0"nail m Plywood Strip on 15/32"(min)plywood or 3/4"wood plank I Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 82 II 032 M__Sna__p ax p�wood. df 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/-78.5 Evaluation Reports Other:Refer to evaluation report FL25621 E2_AE_4U_SnaRMK—p-1y—vLQ2d.p-df Created by Independent Third Party:Yes 25621.3 03:032 Aluminum 12"SnapMax on Nominally 0.032"aluminum(or thicker)SnapMax 1.0"nail Plywood strip with 12"coverage on 15/32"(min)plywood or 3/4"wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R2_II 032 SnapMax in PI woo df 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/-69.25 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 SnapMax Q in Plvwood.Qdf Created by Independent Third Party:Yes 25621.4 04:26ga SnapMax on Plywood 26ga(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_�_]I_2�9�_.�_RLY4d_D.odf 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 FL25621 @2_RE_26_g-4__Si .p-Max_p—lyYo d_Q:.2.df Created by Independent Third Party:Yes 25621.5 05: 26ga SnapMax on Plywood 26ga(min)SnapMax 1.0"nail strip on 15/32" (min)plywood 7. HVHZ or 3/4"(min)wood plank _ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL25621 R2 II-26qa SnapMax_p(.ywood HVHZ.pdf ' 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/-176 Evaluation Reports Other:Refer to evaluation report El_25621 g2_AE__agA_5j ai2Max p1y.&gg —HVHZ,Rdf Created by Independent Third Party:Yes 25621.6 06.24ga SnapMax on Plywood 1 24ga(min)SnapMax 1.0"nail strip on 15/32"(min)plywood https://floridabuilding.org r pr_app_dtl,aspx?param=wGEVXQwtDgsKQFEnckBl07fJGilioiYgdSepolaWOZICDw56hlzFHg%3d%3d 3/10/21,1:44 PM Page 2 of 4 or 3/4"(min)wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621_ 22_11_24ga SnapMax pllywood.odf 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/-206 Evaluation Reports Other: Refer to evaluation report FL25621 R2_AE_24ga_Snap lax__plywo p,�f Created by Independent Third Party:Yes 25621.7 ;07: 032 Aluminum SnapMax on Nominally 0.032"aluminum(or thicker)SnapMax 1.0"nail j Plywood strip on 15/32"(min)plywood or 3/4"wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621_ 22_1_3_SnapMax plywood 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/-168.5 Evaluation Reports Other:Refer to evaluation report FL25621 R2-AE_032 SnapMax 12Lywood dadf Created by Independent Third Party:Yes 25621.8 IT08:032 Aluminum SnapMax on Nominally 0.032"aluminum(or thicker)SnapMax 1 0"nail Plywood HVHZ strip on 15/32"(min)plywood or 314"wood plank Limits of Use I Installation Instructions Approved for use in HVHZ:Yes ! FL25621 R2 II 032 SnapMax plywood HVHZ.Ddf 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/-175 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 Sna Max plywood HVHZ.pdf Created by Independent Third Party: Yes 25621.9 :09: 26ga 19"TopMax on Plywood 26ga(min)TopMax 1.5"nail strip with 19"coverage on 15/32"(min)plywood or 3/4"(min)wood plank 'Limits of Use Installation Instructions Approved for use in HVHZ:No FL25621 R2 II 26ga_TopMax 19in plywoodpcff 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/-63.5 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AZ-2kga-ToRMax_19in ply ood.pdf Created by Independent Third Party:Yes 25621.10 10:032 Aluminum TopMax on Nominally 0.032"aluminum(or thicker)TopMax 1.5"nail strip plywood HVHZ j on 15/32"(min)plywood or 3/4"wood plank Limits of Use _ Installation Instructions Approved for use in HVHZ:Yes FL25621 R2_II 032_! q ax_pLy oo _HVHZ.pdf 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/-179.5 Evaluation Reports Other:Refer to evaluation report FLL25621_R3_AE 032 TonMax_RI-ywood HVHZ.pdf „ Created by Independent Third Party:Yes 25621.11 11: 24ga TopMax on Plywood HVHZ 24ga(min)TopMax 1.5"nail strip on 15/32"(min)plywood or 3/4"(min)wood plank Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL25621 E2_Ij_24ga TopMax pjy q-gd HVHZ.pdf 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/-153.5 Evaluation Reports Other:Refer to evaluation report FL25621 R2_AE 24ga-�'lQpMx-Plywood HVHZ.odf Created by Independent Third Party:Yes 25621.12 12 24ga 19"TopMax on Plywood 24ga(min)TopMax 1.5"nail strip with 19"coverage on i HVHZ 15/32"(min)plywood or 3/4"(min)woad plank Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL25621_R2_L_24ga-_LpMax_19in_21y o od_HVHZ,�f 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/-116.25 Evaluation Reports Other:Refer to evaluation report FL25621 R2_LE_24gA_TIpMax_ 9in_plywood_HVHZ.p-df Created by Independent Third Party:Yes 25621.13 13:032 Aluminum 19"TopMax on Nominally 0.032"aluminum(or thicker)TopMax 1.5"nail strip plywood HVHZ with 19"coverage on 15/32"(min)plywood or 3/4"(min) https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckBl07lJGiliolYgdSepolaWOZICDw56hlzFHg%3d°/"3d 3/10/21, 1:44 PM Page 3 of 4 MAX FL25621.06- R2 METAL FABRICATORS SKILLED CRAFTERS t:�F I-IFTALROOFTNG s,YSTEM< 24ga ( min ) SNA MAX over 15/32" ( min ) plywood Extreme Metal Fabricators 2160 SW Poma Dr I Palm City FL 34990 Product Description Nai►strip, snaplock style panel with a 16" maximum panel width and a nominal rib height of 1" Product Material 24ga (min) steel Corrosion resistant per FBC 1507.4.3 where required Fastener #10 x 1-inch pancake style fastener Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL ' FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com E. \\IIIIIIIr//! QP'\,\CENS� •.�i Digitally signed by David E Eng_ No.81377 .tom. _ * * *= 2020.12.16 -0 10:55:28+01'00' 0 STATE OF FtODA 10NALRI !l/rrrilll\\\\ • This item has been digitally . date indicated- Printed copies of this SNAPMAX document verifiedand sealed and the signature must be on • copies NailStrip Snap Lock Standing e MAX FL25621.06-R2 Underlayment: Comply with local 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: Method A• #10 x 1" fastener at 6" o c. along nail strip: 206 PSF 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-1527), 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 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 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 some 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 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 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. 51 Instructions: Select the appropriate load table that applies to the structure in question. Determine the design wind speed for the project 2 2 3 location. 2 1 1 2 Use the attachment method indicated for that \2 windspeed within each roof zone. 2 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 \ 2/ 1 1 12 1-2-3: Zone 1 includes zones 1 and 11 ai� 3 2 2 131 a Zone 2 includes zones 2e, 2r, and 2n T tea - HIP ROOF IGABLE ROOF -�aL Zone 3 includes zones 3e and 3r — C Combining these zones creates a clear, simple 10%OF LEAST"ZONTAL DIMENSION OR 04h.WHICHEVER IS SMALLER.BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 3FT I0 WM OR AS DETERM NED By DESIGN OR OTHER APPLICABLE CODE. scheme, at the expense of some design efficiency. Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A NR: NOT RATED FEMALE LEG SNAPS CONSULT DESIGN ONTO MALE LEG PROFESSIONAL AS NECESSARY #10 FASTENER AT 6"O.C. 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,or gable/hip roof with max slope of 12:12 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 Have a mean Roof Height of 30 feet or less FL25621.06: 24cia Sna Max on 15/32" plywood FL25621.06: 24 a Sna Max on 15/32" Plywood Wind 105 110 120 130 140 160 160 170 180 190 200 Wind 106 110 120 130 140 160 160 170 180 190 20, Zone 1: A A A A A A A A A A A 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 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 70,hip roof with Have either a flat roof less than 70,hip roof with max slope of 12:12,or gable roof with slope between 4*12&12:12 max slope of 12:12,or gable roof with slope between 4.4:12&12:1; Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL25621.06: 24 a Sna Max on 16/32" Plywood FL25621.06: 24 a Sna Max on 16/32" olvwood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 106 110 120 130 140 160 160 170 180 190 20, Zone 1: A A A A A A A A A A A Zone 1: AAA AAAAA AAA 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 J Zone 3: A A A A A A A A A A TORS. •