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HomeMy WebLinkAbout5575 Altman Product Approvals9/1/2020 Florida Building Code Online BCIS Home Log In User Registration Hot Topics % Submit Surcharge Stats & Facts db �D�-- r 1Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Fj *x �.a FL # FL17022-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 08/18/2017v. date reapply 08/21/17 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 flvalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 richard@emfab.net Roofing Metal Roofing 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 LOCKE BOWDEN Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf Standard TAS 125 UL 1897 UL 580 Year 2003 2012 2006 Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d°/o3d 1/3 911 /2020 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL # Model, Number or Name 17022.1 1 - "5V Crimp" (R6) Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.2 ; 2 - "5V Crimp" (116) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. Description 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners Installation Instructions FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.pdf Created by Independent Third Party: Yes 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Installation Instructions —~ FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf Created by Independent Third Party: Yes 17022.3 j 3 - "1.5" Mechanical Seam" (115) i 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof !_ panel mechanically attached to 15/32" plywood or wood deck i with clips and fasteners. i Limits of Use �u Installation Instructions Approved for use in HVHZ: No j FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes I seam 24ga ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and limitations ; Evaluation Reports of use. Install the assembly in compliance with the installation ; FL17022 R7 AE FL 17022.3 1.5 MECHANICAL method listed in this report and applicable code sections of seam 24ga ssr.pdf FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.4 4 - "1.5" Mechanical Seam" (R5) — J 11.5" rib height, 16" wide, 0.032" aluminum, standing seam roof, , I panel mechanically attached to 15/32" plywood or Wood Deck i with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM j Approved for use outside HVHZ: Yes j ALUMINUM ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A j Other: Refer to evaluation report for conditions and limitations Created by Independent Third Party: Yes Evaluation Reports of use. Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM method listed in this report and applicable code sections of ALUMINUM ssr.pdf FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 7022.5 5 - "i in. Nail Strip" (115) 1" rib height, 16" wide, 26 gauge steel, standing seam roof ", panel mechanical) attached to 15/32" plywood or wood deck with fasteners. Limits of Use l Installation Instructions Approved for use in HVHZ: No 1 FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and limitations I FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.pdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes hftps://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFeSQkCHzEgvOQveeg%3d%3d 2/3 9/1/2020 Florida Building Code Online method listed in this repo A applicable code sections FBC. Refer to manufacturer's installation instructions. 17022.6 6 - "1 in. Nail Strip" (115) 1" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to attached to 15/32" plywood or ( Wood Deck with fasteners, Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 Approved for use outside HVHZ: Yes ALUM ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A I Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and limitations Evaluation Reports of use. Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 method listed in this report and applicable code sections of ALUM ssr.pdf FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.7 7 - "1.5 in. Nail Strip" (R5) 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.pdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ Table A Evaluation Reports Other: Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.pdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.8 8 - 'EMAX Rib" (115) 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 177022.8 EMAX Rib ssr.pdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ Table A Evaluation Reports Other: Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 177022.8 EMAX Rib ssr.pdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. _ 17022.9 9 - " PBR MAX" (R5) 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use i Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.9 PBR RIB ssr.pdf 1 Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No ; Created by Independent Third Party: Yes j Design Pressure: +N/A/ -Table A i Evaluation Reports Other: Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.9 PBR RIB ssr.pdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 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 a public -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, 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 emails 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: Ana � ® E -, -J M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHPQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d°/a3d 3/3 Product Report Manufacturer Extreme Metal Fabricators, LLC. .1 SW Poma Drive Palm City, FL 34990 (.772 )672-8034 Compliant with Florida Building Code 2017 (61' ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 1" Nailstrip 26GA Steel Roof Panel FBC Sec.1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ 0.42 specific gravity with 16" Coverage (Max.) Rib Height 1" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.) thru bottom of support. Adhesive/Sealant : Bostik 9151" Chem -Chalk one component, polyurethane adhesive with 3/16" continuous bead application along base of male rib vertical flange at each panel seam. Underlayment: To be compliant with FBC Sec 1507.1.1 Slope: Shall be in compliance with FBC Sec.1507. Install Details: Table A Allowable Loads METHOD 1 METHOD 2 DESIGN PRESSURE* -86 PSF Main field 1 -97.25 PSF Perimeter FASTENER SPACING 6" O.C. 6" O.C. SEAM ADHESIVE Not required 3/16" continuous bead (see details) Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimen #1 & #2 EQUIVALENCY: UL1897-04 is equivalent to Test standard UL1897-12. *Design Pressure margin of safety 2:1 Certificate of Independence: Locke Bowden, P.E. does not have, not will acquire a financial igWwStBry q9V company manufacturing or distributing products under this evaluation. �`��`��? •.an Locke Bowden, P.E. is not owned, operated, or controilen.Ffpcturer, or distributing products under this report. b sea! STATE OF t t4, 0NA i Limitations: 1. Undedayment to be compliance with current Florida Building Code (FBC)2017 6"' ed.. 2. Minimum slope to be compliant with Florida Building Code 2017 6t' ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method:1-D 4. Engineering analysis for project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6m ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. FL 17022.5 1.0 Nail Strip (26GA Steel), 16" Wide Roof Panel - Details 16" Panel Profile 16" o.c. 1 3/4" 1 Deck: -15/32" or greater Plywood, or - Wood plank Integral Snap Lock For METHOD 2: Apply 3116" Bead Bostik 915TM Sealant Continuous Along Male Rib Vertical Flange Fastener #10 X 1" Min. per Table "A" Pancake Head Wood Screw (Typical Fastening Pattern Across Width) 1" FL 17022.5 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details Deck: -15/32" or greater Plywood, or - Wood plank G2efoncr Isometric View For Method 2 Apply 3/16" Bead Bostik 915Tm Sealant Continuous Along Male Rib Vertical Flange (Refer to Table "A") 9/1/2020 Business Professional ♦ Regulation BCIS Home ' Log In User Registration Hot Topics b a i Product Approval USER: Public User L Ir rw Florida Building Code Online Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12512-117 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer AlphaProTech Engineered Products, Inc. Address/Phone/Email 301 S. Blanchard St. Valdosta, GA 31601 (229)242-1931 bhayden@alphaprotech.com Authorized Signature Bruce Hayden bhayden@alphaprotech.com Technical Representative Bruce Hayden Address/Phone/Email 301 S. Blanchard St. Valdosta, GA 31601 (229)242-1931 bhayden@alphaprotech.com Quality Assurance Representative Daniel LaFace Address/Phone/Email 301 South Blanchard Street Valdosta, GA 31601 (229) 242-1931 Ext237 dlaface@alphaprotech.com Category Roofing Subcategory Underlayments tiZ512 , L lk 3 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 Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company Quality Assurance Contract Expiration Date 07/02/2022 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12512 R7 COI APT15001.4 2017 FBC Underlayments ESR final.pdf Standard Year ASTM D226 2009 ASTM D4533 2015 ASTM D4869 2016 https://www.floridabuilding.org/prlpr_app_dtl.asp)?param=wGEVXQwtDgvG4Aty8UaHdi4A517SHt9cRb66A%2fgTl5KSkFiGQsKFKw%3d%3d 1/3 9/1 /2020 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summa of Products Method 1 Option D 08/13/2019 08/13/2019 08/20/2019 10/15/2019 08/05/2020 FL # Model, Number or Name Description T 12512.1 REX SynFelt Synthetic Roof Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12512 R7 II APT15001A 2017 FBC Underlayments ESR finai.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12512 R7 AE APT15001.4 2017 FBC Underlayments ESR final.pdf Created by Independent Third Party: Yes 12512.2 TECHNO SB 25 Synthetic Roof Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12512 R7 II APT15001.4 2017 FBC Underlayments ESR final.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12512 R7 AE APT15001.4 2017 FBC Underlayments ESR nal.pdf Created by Independent Third Party: Yes 12512.3 TECHNO SB 50 Synthetic Roof Underlayment Installation Instructions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12512 R7 II APT15001.4 2017 FBC Underlayments ESR final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12512 R7 AE APT15001.4 2017 FBC Underlayments ESR final.pdf Created by Independent Third Party: Yes 112512.4 TECHNO SB Ultra Synthetic Roof Underlayment Limits of Use Installation Instructions j Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12512 R7 II APT15001.4 2017 FBC Underlayments ESR final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports { FL12512 R7 AE APT15001.4 2017 FBC Underlayments ESR final.pdf Created by Independent Third Party: Yes j 12512.5 TECHNOply Synthetic Roof I Synthetic Roof Underlayment 1 Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12512 R7 II APT15001.4 2017 FBC Underlayments ESR finai.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12512 R7 AE APT15001.4 2017 FBC Underlayments ESR final. pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdl4A517SHt9cRb66A%2fgTl5KSkFiGQsKFKw%3d%3d 2/3 9/1 /2020 Florida Building Code Online Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 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 a public -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, 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 emails 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: Credit Card Safe https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHd14A517SHt9cRb66A%2fgTl5KSkFiGQsKFKw%3d%3d 3/3 Certificate of Authorization No. 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE CTH EDITION (2017) Manufacturer: ALPHA PROTECH ENGINEERED PRODUCTS, INC. Issued August 12, 2019 301 South Blanchard Street Valdosta, GA 31601 (229) 242-1931 htti)://www.air)har)rotech.com Manufacturing Locations: Valdosta, GA Quality Assurance: RADCO, Inc. (QUA1990) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.2, 1518.4 Properties: Physical properties REFERENCES EntitY Report No. Standard Year PRI Construction Materials Technologies (TST5878) AEP-009-02-01 ASTM D 4533 2015 PRI Construction Materials Technologies (TST5878) AEP-017-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST5878) AEP-022-02-01 ASTM D 4869 ASTM D 4533 2016 2015 PRI Construction Materials Technologies (TST5878) AEP-023-02-01 ASTM D 4533 2015 ASTM D 226 2009 PRI Construction Materials Technologies (TST5878) AEP-023-02-02 ASTM D 4869 ASTM D 5043 2016 2015 PRI Construction Materials Technologies (TST5878) 20T0001 ASTM D 4533 2015 PRI Construction Materials Technologies (TST5878) 20T0002 ASTM D 226 ASTM D 4533 2009 2015 PRI Construction Materials Technologies (TST5878) 20T0003 ASTM D 226 AC 188 2009 2012 PRI Construction Materials Technologies (TST5878) 20T0004 AC 188 2012 PRI Construction Materials Technologies (TST5878) 20T0006 ASTM D 226 2009 PRI Construction Materials Technologies (TST5878) 20T0007 ASTM D 226 2009 RADCO, Inc (TST1987) RAD-5212 AC 188 2012 RADCO, Inc (TST1987) RAD-4987 ASTM D 4533 2015 Ramtech Laboratories, Inc. (TST6127) 13075-04-08 AC 188 2012 APT15001.4 FL12512-R7 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALPHA PROTECH ENGINEERED PRODUCTS, INC. Underlayments TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION REXT^' SynFelt --- A mechanically attached, woven polypropylene underlayment (nominal = 2.56 weight Ib/100e) used an alternative to ASTM D 226, Type I and Type II roofing underlayments with a minimum tear strength per ASTM D 4533 of 20 pounds, TECHNOply A mechanically attached, woven polypropylene underlayment (nominal weight = 2.05 Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II roofing underlayments with a minimum tear strength per ASTM D 4533 of 20 pounds, TECHNO SB 25 A mechanically attached, woven polypropylene underlayment (nominal weight = 2.2 Ib/100ft2) used an alternative to ASTM D 226, Type I and Type 11 and ASTM D 4869, Type II and IV roofing underlayments with a minimum tear strength per ASTM D 4533 of 20 pounds. TECHNO SB 50 A mechanically attached, woven polypropylene underlayment (nominal weight = 2.00 Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II and ASTM D 4869, Type II and IV roofing underlayments with a minimum tear strength per ASTM D 4533 of 20 pounds TECHNO SB Ultra A mechanically attached, woven polypropylene underlayment (nominal weight = 5.5 Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II and ASTM D 4869, Type II and IV roofing underlayments with a minimum tear strength per ASTM D 4533 of 20 pounds. APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing construction. New construction in the HVHZ shall be min. 19/32 in. plywood. Sheathing shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. Attachment method: Underlayment shall be attached in accordance with the FBC Table 1507.1.1 and (Non-HVHZ): manufacturer's installation instructions Attachment method Underlayment shall be installed with a minimum 4-inch head lap and minimum 6-inch (HVHZ): end lap and be fastened as specified in FBC Section 1518.2. Allowable roof coverings: Mechanically attached roof systems as prescribed in FBC Section 1507.1.1. (Non-HVHZ) Allowable roof coverings: Mechanically attached asphalt shingles, composite shingles, metal roof panels and (HVHZ) shingles, or wood shakes and shingles APT15001.4 FL12512-R7 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALPHA PROTECH ENGINEERED PRODUCTS, INC. TECHNICAL SERVICES, LLC Underlayments LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 6) Roof slope limitations shall be in accordance with FBC requirements. 7) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 8) Contact the manufacturer when installing at temperatures below the minimum application temperature. 9) The underlayment may be used as described in other current FBC product approval documents. 10) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 11) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 12) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1 R',P�����. ' .. '2019.08.1 No 74021 2 09:42:55 • r �=—04'00' STATE OF V✓� '0<U �'- �` '• . O R 1 p.•' �� Zachary R. Priest, P.E. ,'01 t &/0NA, Florida Organization No. Registration No. 71021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT APT15001.4 FL12512-R7 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.