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Home My WebLink AboutLAB TEST RESULTSRECEIVED ® l MAR 18 2019 ST. Lucie County, Permitting CONSTRUCTION MATERIALS SCANNED LABORATORY TEST RESULTS BY St. Lucie County TECHNOLOGIES-____-- - FILE COr I Report for: Gardner Gibson Attention: Matt Mullins 4146 E. 71` Avenue Tampa, FL33605 CONC FALEDFASTENERSORATTACHMENTS ARE THE RESPOHSIBIIJTY OFTHE CDMRACTOR OR RECORD Product Name(s): APOC Tuff -Felt 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 II. 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 Numberof Unsaturated (Dry) Felt by Vacuum Method. Samp 'ng: Product samples were provided by Gardner Gibson in Tampa, FL ST. W C I E C t gUILDIN� REVIEWED FOR COMPLIANCE THESE PLANS ,gj4jD REVI2 �y ARESUBJECTTOANY CORRECTIONSORK DATE O -1 REQUIRED BY FIELD INSPECTORSTHAT PLANS AND PERMIT MUST BE KE NJ B MAY BE NECESSARY IN ORDER TO SITE OR NO INSPECTION(S) WI E MADE COMPLY WITH ALL APPLICABLE CODES. I ne rest resuns, opinions, or Interpretations are based on the material supplied by the client. This report is for the exclusive use of staled crienl. 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. PA ConsUmbonl.lateria'sTechmbgles LLC 64128aeger0mm Tampa,FL33610 Te1:8136215777 Fac813-621-5840 emal:malo6alslestingQpncmLcom WebSdo:hnpJ,%%ya.prkmtcam 1 Gp rdner Gihpon ASTM D 226 for APOC Tuff -Fell 26 Page 2 of 3 Results: ASTM D 226 Requirement Property Test Method Result .• I 11 Type Physical Requirements Breaking Strength (Ibf/in-width) 20 specimens; 1" x 6" x thickness; ASTM D 146 Cond. 2h @ 73.4t3.6°F & 50t5%RH; Test 73.4t3.6°F; Rate=tin/min Longitudinal (with fiber grain) 69 >_ 30 >_ 40 Transverse (across fiber grain) 32 2 15 z 20 Pliability [PassyFailj 10 specimens; 1" x 8" x thickness; ASTM D 146 '/" radius %" radius Cond. 10-15min in water @ 77t1.80F; Test 90" around'/" radius in 2s 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; ASTM D 146 1 5 4 5 4 Test Cond. 221t5°F for 5ht3min Dimensions and Masses Width of Roll (in) ASTM D 146 36 36±114 36t1/4 Area, min (ft2) ASTM D 146 217 432 216 Moisture at Point of Manufacture (%) ASTM D 146 NT 5 4.3 54.1 As Received' 1.0 5 4.3 s 4.1 Net Mass of Saturated Felt (lb/1 O0ft2) ASTM D 146 26 a 11.5 ? 26 Mass of Saturant (lb/1 O0ft2) ASTM D 146 15.0 a 6.2 15.0 Mass Ratio of Saturant to Desaturated Felt ASTM D 226 1.5 a 1.2 2 1.5 Saturation Efficiency (%) ASTM D 226 71 i 70 •• Mass of Desaturated Felt (lb/1O0ft2) ASTM D 146 10.0 �! 5.2 t 10.0 Ash (%) ASTM D 146 9.0 510.0 510.0 Continued on Following Page 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 mitten 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. PWContudionhlalenais Tmhmlogies LLC 64126adger Criro Tampa,F1.33610 Te1:813.621-5777 Fax:813621.5840 e-matma;erialstes5ag@pncmtaom WebSlto:hltp:!lravrv.pdrmL= Gardner Gibson ASTM D 226 for APOC Tug -Fell 26 Page 3 of 3 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: J son Slmn ors trrec or Signed: Dj Duc T. Nguyen Date:'I Date: Report Issue History: Issue# Date Oriainal 03/08/2018 END OF REPORT Florida Registered Professional Engineer PE No.: 65034 3�oe) `�Lol R O,1`�NpNN A/GGr'G No 65034 it f applica$lej 0 •, STATE OF =� i'0* <O•RtQ ir�`tC`S`S r� I I Ine test 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 Wth this report. PMCamtwcUonllasdalsTechmlogiea LLC 6412Dadger Drive Tampa,FL33610 Te1:813621.5777 Fax813821.5840 e-maikmaledalantJn9@Pdaml.wm w0bS4e:h0p7A•rxw.plcmLmm INTERNAL REVENUE SERVICE CINCINNATI OH 45999-0023 SUNRISE ROOFING LLC ADRIAN BUSTAMANTE SOLE MBR 2181 SE MIDTOWN RD PORT ST LUCIE, FL 34952 0 0 lam-- �3�g Compliant with Florida Building Code 2017 (61h ed.) Compliant with Florida Product Approval Rule q 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 RECEIVED. MAR 13 2818 Permitting Department St. Lucie County Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. 0.42 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 (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) Underiayment: To be compliant with FBC Sec. Chart 1501.1.1 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 DES893.01-450-18 05/02/14 Test Report F13366.01-450-18 12/18/15 Us 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1(rrnr *Design pressure margin of safety2:1 Locke Bowden, P.E. does not have, not will acquire a financial under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by; report. V coAparNombbilfakturer, or distributing products products under this 4.' FI-17022.1 5V Grirnp (26GA Steel), 24" Wide Roof I el - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 61h ad., 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 6th 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 - #9.1-112"Mtn. or #10 z 1-1/2' Min. per Table A' for Row 9-V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws Deck: .15132" a greater Plywood, or - Wood plank 24' 37 Panel Profile Nominal 12" _ Nominai 12' O.C. o.c. Fasten ' g x -1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" c.c. across the Panel Width Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Wood plank