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HomeMy WebLinkAboutPRODUCT APPROVALBusiness & Profession t r ram,::.. BCIS Home I Log In i user Registration i Hot Topics i Submit surcharge i Stats&Facts I Publications I contact us i BCIS Site Map i Links i Search i H nda l RECEIVED Product Approval r �h j) I USER: public User Product Approval Menu > Product or Aoolira0on Search > Application List > Application Beall 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 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 fivalidation@yahoo.com MAY 14 Z019 ST. Lucie County, Permitting SCANNED BY St. Lucie County LE COPY Richard McKuhen 2160 SW Poma Drive tq06-033-2- Palm 34990 REVIEWED FOR (772) 872-8034 richard@emfab.net CODE COMPLIANCE ST. LUCIE COUI Y BOCC �• / Roofing 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 LOCKE BOWDEN the 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 FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003" UL 1897 2012. _ UL580 :2006t` ,- Equivalence of Product Standards.. Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 17022T1 1 - "SV�lrimp" (R6) 26 Gauge steel, 3/8" rib height, 24" wide lapped 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 17022.1 5 V CRIMP ssr.odf 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. Install the assembly in compliance with the installation method listed in FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.odf Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. 17022.2 2 - "SV Crimp" (116) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Woad Deck with exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 11 FL 17022.2 5 V CRIMP 0,032 ALUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-TableA Evaluation Reports Other: Refer to evaluation report for conditions. Instal the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 assembly in compliance with the Installation method listed in ALUM sscod this report and applicable code sections of FBC. Refer to Created by Independent Third Party: Yes manufacturer's Installation instructions. 17022,3 3 - "1.5" Mechanical Seam" (RS) 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof 7 panel mechanically attached to 15/32" plywood or wood deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 IT FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24aa ssr.odf 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 Evaluation Reports limitations of use. Install the assembly In compliance with FL17022 R7 AE FL 17022.3 1.5 MECHANICAL the installation method listed In this report and applicable seam 24aa ssnodf code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes Instructions. 17022.4 4 - "I.5" Mechanical Seam" IRS) 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 11 FIL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM sscodf 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 Evaluation Reports limitations of use. Install the assembly In compliance with FL17022 R7 AE FL 17022.4 MECHANCCAL SEAM ALUMINUM sscodf the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes Instructions. 17022.5 5 - "1 In. Nail Strip" (RS) 1" rib height, 16" 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 17022.5 1.0 NAILSTRIP ssrodf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes 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 170 R7 A F 1702 . 1.0 NAIL. TRIP s codf Created by Independent Third Party: Yes limitations of use. 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. 17022.6 6 - "1 in. Nall Strip" IRS) 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 11 FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.odf Approved for use outside HVHZ: Yes 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 Evaluation Reports limitations of use. Install the assembly In compliance with FL17022 R7 AE FL 17022,6 1.0 NAIL STRIP 0,032 ALUM ssnudf the installation method listed in this report and applicable code sections of FBC: Refer to manufacturer's Installation Created by Independent Third Party: Yes Instructions. 17022.7 7 - "1.5 in. Nall 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 ssrodf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZL Yes 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 FL17022 R7 AE FL 17022.7 1.5 Nall Strip 26GA ssr odf Created by Independent Third Party: Yes limitations of use. 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. 17022.8 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 odf 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 Other: Refer to evaluation report for conditions and Evaluation Reports FL17022 R7 AE FL 177022.8 EMAX Rib ss odf limitations of use. Install the assembly in compliance with Created by Independent Third Party: Yes the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.9 9 - " PER MAX" IRS) 26 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 17022.9 PER RIB ssrodf 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 FL17022 R7 AE FL 17022.9 PER RIB ssr odf limitations of use. Install the assembly in compliance with Created by Independent Third Party: Yes the installation 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: 850-487-1624 The State of Florida is an WEED employer. Coovdoht 2007-2013 State of Florida.:: privacy Statement :: Accesstbllity 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 mall to this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please roman 850.487. L395. *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 provided may be used for official communication with Me licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide Me Department with an email address which can be made available to Me public To determine If you are a licensee under Chapter 455, 65., please dick lam. product Approval Accepts: =®IF;7a¢t` 0 Credit Card Safe Palm City, FL 34990 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 611320-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. OA2 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec.1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE" -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" O.C. 16" o.c. 8" O.C. 6" o.c. FASTENER SPACING (ALONG Panel width) 12" o.c. 12" o.c. 12" O.C. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & 1897-041 Test Report D3893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 1Z5-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety2:1 Locke Bowden, P.E. does not have, not will acquire a financial intfa cturing or distributing products under this evaluation. z'V•. Locke Bowden, P.E. is not owned, operated, or controlled by a& cooipadllu:nbbdfatturer, ortstributing products under this report. • Ell t7 73 71 *vj FL17022.1 'Crimp (26GA Steel), 24" Wide R , ,Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h 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 61 G20-3. 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 6w ad., 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. — Fasteners - #9.1-1/2" Min. or #10 x 1.112' Min. per Table A' rorRow 6V Gimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws Dedc -1&32' or greater Plywood, or - Wood plank 2A` 1� 3Ar Panel Overlap Panel Profile Nominal12" _ Nominal12" O.C. O.G. Fasten 9 x -1/2" Min. or #10 x 1-112" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Width Refer to Table "A" for Spacing Along Panel Length Deck-15/32" or greater Plywood, or - Wood plank N�ct lcil uw^^ - � U I ® - - u Ilt Business & Professional Regulation BCIS Home I Log Io I User Registration I Hot Topld I Submit Surcharge I Salts & Fans I Publications I conned Us I BCIS Site Map I links I Search I d&Mp rProductApprovalUSER: Public User r'� �r9W.T Its DIVED ® Vmduot Approwl Menu> product or Apoliretion Searc > Application List> Application Detail MAY 14 2019 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory. Compliance Method Testing tab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method New SCAN SC N Ep S-. Lucie County, permitting 2017 Approved St. Lucie County 4 APOC, Sub of Gardner -Gibson, Inc. 4161 E. 7th Avenue FILE CCOPYTampa, FL 33605 (813 (813) 248-8-2101 Ext 1141 mmullins@gardner-gibson. Matthew Mullins l g65-6 33- - mmullins@gardner-gibson.com REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC IM Roofing Underlayments Test Report PRI Construction Materials Technologies, LLC PRI Construction Materials Technologies, LLC. 01/27/2022 Locke Bowden P.E. 9 Validation Checklist - Hardcopy Received •t • -• T.CI=S —oil Standard ASTM D1970 ASTM D226 TAS 103 Approved Testing Lab FL26581 RO Eouiv Eauivalencv Letterodf Method 1 Option B Date Submitted 04/18/2018 Year 2015 2009 1995 r Date Validated 04118/2018 Date Pending FBC Approval 04/22/2018 Date Approved 06/12/2018 Summary of Products FL A Model, Number or Name Description L6581.1. � i 1AAPOC_-Tuff-Felt[26 Asphalt Saturated Felt underlayment imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation instructions FL26581 RO It APOC Tuff -felt 26 GGi-207-02-01 ASTM D226 Tll.odf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL26581 RO TR APOC Tuff -felt 26 GGI-207-02-01 ASTM D226 TIl.odf 26581.2 APOC Tuff -Felt 46 Asphalt Saturated Felt underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL26581 RO II APOC Tuff -Felt 46 GGI-206-02-01 ASTM D266 TLodf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL26581 RO TR APOC Tuff -Felt 46 GGI-206-02-01 ASTM D266 Ti.Odf 26581.3 F1`3 Self -adhering membrane composed of elastic polymers, bitumen polyester and glass reinforcement. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL26581 RO II 1`73 ASTM D 1970-09:odf FL26581 RO 1I FT3 TAS103.odf Verified By: PRI Construction Materials Technologies, LLC Test Reports FU6581 RO TR F1­3 ASTM D 1970-09.odf FL26561 RO TR FT3 TAS103.odf 26581.4 No. 15 ASTM Asphalt Saturated Felt underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL26581 RO II No 15 ASTM GGI-206-02-01 ASTM D226 T1,ndf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL26581 RO TR No. 15 ASTM GGI-206-02-01 ASTM D226 71.odf 26581.5 No. 30 ASTM Asphalt Saturated Felt underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL26581 RO Il No. 30 ASTM G 1 207-02-01 ASTM D226 T2.odf Verified By: PRI Construction Materials Technologies, LLC Test Reports E 26581 RO TR No 30 ASTM GGi-207-02-01 ASTM D226 T2.odf 26581.6 United FGUR10 Asphalt Saturated Felt underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL26581 RO II United FGUR 10 GGI-206-02-01 D226 71�. d Verified By: PRI Construction Materials Technologies, LLC Test Reports FL26581 RO TR United FGUR 10 GGi-206-02-01 D226 TS_ndf 26581.7 United FGUR20 Asphalt Saturated Felt underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL26581 RO Ii United FGUR 20 GGI-207-02-01 ASTM D266 T2_odf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL26581 RO TR United FGUR 20 GGI-207-02-01 ASTM D266 T2.pdf 26581.8 United FGUR70 Asphalt Saturated Felt underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions F 26 81 RO 11 United FGUR 70 G 1-207-02-01 ASTM D226 T2.OdF Impact Resistant: N/A I Verified By: PRI Construction Materials Technologies, LLC Design Pressure: N/A Test Reports Other: FL26581 RO TR United FGUR 70 GGI-207-02-01 ASTM Cot s :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487.1824 The State of Flonda Is an AA/EEO employer. Coovda t 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 a -mall address released in response to a publlo-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275(I), 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.(tidal communication with the licensee. However small addresses are public record. if you do not wish to supply a personal address, please Provide the Department with an email address which can he made available to the public. To determine If you are a licensee under Chapter 455, RS., please click here . Product Approval Accepts: M ® ® 99 M Credit Card Safe CONSTRUCTION MATERIALS LABORATORY TEST RESULTS Report for: Gardner Gibson 4146 E. 7rh Avenue Tampa, FL 33605 TECHNOLOGIES - -- - - Attention: Matt Mullins ProdySt NaMe(s) O • TG � 'eft 26 Manufacturer: Gardner Gibson PRI-CMT Project No.: GGI-207-02-01 Source: Gardner Gibson Date Received: January 31, 2018 Dates Tested: Feb. 26. 2018 — Mar: 5, 2018 Purpose: Evaluate APOC Tuff -Felt 26 for compliance with the physical properties of ASTM D 226 Asphalt -Saturated Felt Used in Roofing and Waterproofing, Type][. Test Methods: Testing was completed as described in ASTM D 226-09: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test methods assigned or referenced include ASTM D 70: Standard Test Method for Density of Semi -Solid Bituminous Materials (PycnometerMethod); ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Fells and Woven Fabrics for Roofing and Waterproofing; and ASTM D 6136: Standard Test Method for Kerosine Number of Unsaturated (Dry) Felt by Vacuum Method. Sampling: Product samples were provided by Gardner Gibson in Tampa, FL GGI.207.02-01 The lest results, opinions, or Interpretations are based on the material supplied by the client. This report is for the exclusive use of staled client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PPICOmOucSDnlAatc4a%Tmhmlogies LLC 641211adger0rivo Tampa,FL33610 Td:813621.5777 Fas:813-621-5840 email: mal0ria1SWSUn9@pricm4wm webSOe:ht1PA%nv,pdcmlwm Gardner Gibson ASTM D 226 for APOC Tuff -Fell 26 Page 2 of 3 Results: ASTM D 226 Physical Requirements Breaking Strength (Ibf/in-width) 20 specimens; 1" x 6" x thickness; Cond. 2h @ 73.4t3.6°F & 50t5%RH; Test 73.4t3.6°F; Rate=2in/min ASTM D 146 Longitudinal (with fiber grain) 69 a 30 a 40 Transverse (across fiber grain) 32 a 15 a 20 Pliability (PassyFail] 10 specimens; 1" x 8" x thickness; Cond. 10-15min in water @ 77d:1.8°F; Test 900 around'/2" radius in 2s ASTM D 146 '/2" radius a/4" radius Longitudinal (with fiber grain) Pass No Failures No Failures Transverse (across fiber grain) Pass No Failures No Failures Loss on Heating (weight %) 2 specimens; 12" x 6" x thickness; Test Cond. 221t5°F for 5ht3min ASTM D 146 1 5 4 54 Dimensions and Masses Width of Roll (in) ASTM D 146 36 36t1/4 36t1/4 Area, min (W) ASTM D 146 217 432 216 Moisture at Point of Manufacture (%) ASTM D 146 NT 54.3 5 4.1 As Received' 1.0 <_ 4.3 5 4.1 Net Mass of Saturated Felt (lb/100112) ASTM D 146 26 a 11.5 a 26 Mass of Saturant (Ib/100ft2) ASTM D 146 15.0 a 6.2 a 15.0 Mass Ratio of Saturant to Desaturated Felt ASTM D 226 1.5 a 1.2 a 1.5 Saturation Efficiency (%) ASTM D 226 71 a 70 ... Mass of Desaturated Felt (lb/100ft2) ASTM D 146 10.0 a 5.2 a 10.0 Ash (%) ASTM D 146 9.0 510.0 510.0 Continued on Following Page The test results, opinions, or interpretations are based on the material supplied by me client. i nis report is for me excursive use or statedcrienl. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except In full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material In connection with this report. PR10wswction Malcdals Tmhr*loglca LLC 64120adgerMo Topa,FL33610 TeLO13-621.5777 Fac013-621.5040 emal:materialstesling@prirAm wehSilo:http:UmnrpOrmt.wm Gardner Gibson ASTM D 226 for APOC Tuff -Felt 26 Page 3 of 3 Property•. Perforated Felt (in2) ASTM D 226 Result Requirement •- I 11 Type NA 5 0.05 Average Venting Area (%) ASTM D 226 NA Z 0.1 Other Unrolling @ 50°F and 140°F /Pass/Fail] ASTM D 226 Pass No Damage No Damage Nole(s): 1- Moisture (As Received) was utilized in lieu of Moisture at Point of Manufacture; NT- Not Tested; NA- Not Applicable Statement of Compliance: The product was tested has demonstrated compliance with the physical requirements of Type II prescribed in ASTM D 226.09: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Signed: d s\on Sim r ons 6ireC or Signed: Z ,LLpa Due T. Nguyen Date:/ y, Date: Report Issue History: Issue # I Date I Paoes I Revision END OF REPORT I ne rest resuns, opinions, or umerpremuons are Dasea on me matem slatedclient. No reproduction or facsimile in any form can be made wil ekcepl In full without the written approval of this laboratory. PRI Con: nor makes a performance or warranty statement for this material or with this report. Florida Registered Professional Engineer PE No.: 65034 3/09/,�.oIR .%pNH �l :�J�' v�GENSF••';�iG� r o; No 65034 (if applica$19) �y'• STATE OF Z ,C0R11 • • ' J y1 4 7Sj01�1A1.�'�,, orient's permission. This report shall not be reproduced Materials Technologies LLC assumes no responsibility and processes containing this material in connection PP]ContWcBonlItOadoisTmhmbgias LLC 6412eadger Drive Tampa,FL33610 Tei:813.621-5777 Fac813621.5840 emaiLrrzledalsles6n9@prkrrLmm web58e:h11p1JATm.pricmtcom