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Home My WebLink AboutProduct Approval Florida Building Code One Pagel of 3 Py BCIS Home i Log In User Registration i Hot Topics 's Submit Surcharge i Stats&Facts i Publications i FBC Staff i BCIS Site Map i L dbv"%r a am% Product Approval . �k USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail I RE FL# FL11651-R2 f�`�vdSIr. IPL' NS A.ND A1.L P-Pi0i3«0n'Jr'n��✓�°�� Application Type Revision ARE N'U1134ECT TO ANY C 0 R R C, 10N(3 Code Version 2014 'R-E0UIRKED BY F[E-70 1114cof"ECTFORS MAT Application Status Approved f,I V r- H IECLESSARay IN ORDER C.t tt7l Y%YI l H f LL A: PLs�,At�'E C0iV,E.w. Comments Archived ❑ Product Manufacturer Gulf Coast Supply&Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-7852 ray@gulfcoastsupply.com Authorized Signature Ray Bowen ray@gulfcoastsupply.com Technical Representative Address/Phone/Email ST UCIE COUNTY UUIL®ING DIVISION REVIEWED Quality Assurance Representative FOR COMPLI Address/Phone/Email REVIEWED Y DATE O — Category Roofing LANS AND F&WAT Subcategory Metal Roofing MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Compliance Method Evaluation Report from a Florida Registered Architect or,a Li( Florida Professional Engineer 0 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Daniel S. Kuhn Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden SZ Validation Checklist- Hardcopy Received Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Ena.pdf FL11651 R2 COI Letter of Name change.pdf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 it TAS 125 2003 UL 1897 2004 UL 580 2006 CONC MAM FAMES OR UTACHM Equivalence of Product Standards Certified By Slf1C1�1(it �OI�I�Ipp�O�EI�� Willi !�1f;V f or,l�K= http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgs... 4/20/2017 Florida Building Code O ' e Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/01/2015 COPY Date Validated 07/10/2015 Date Pending FBC Approval 07/18/2015t;Date Approved 08/18/2015 Summary of Products Go to Page it Pag FL# Model, Number or Name Description 11651.21 26 Ga. GulfRib 26 Ga. GulfRib over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 21 R2 26GulfRib 1x4 15-32Plywood Non Approved for use outside HVHZ:Yes FL11651 R2 II 21 R2 Metal Roof Panel Detail.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-164.2PSF Created by Independent Third Party: Yes Other: -109.25 psf @ 24"o.c. fastener spacing. -164.25 Evaluation Reports psf @ 12"fastener spacing. Install per manufacturer's FL11651 R2 AE 21 R2 26GulfRib 1x4 15-32Plvwood No details. Not for use in HVHZ Zones Created by Independent Third Party: Yes 11651.22'., `r:; ' 26 Ga. GulfRib —,26 Ga. GulfRib over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 22 R2 26GulfRib 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf Impact Resistant: N/A FL11651 R2 II 22 R2 Metal Roof Panel Detail pdf Design Pressure: +N/A/-159.2PSF Verified By: Dan Kuhn, P.E. 75519 Other:-69.25 psf @ 24"o.c. fastener spacing. -159.25 Created by Independent Third Party: Yes psf @ 12"fastener spacing. Install per manufacturer's Evaluation Reports details. Not for use in HVHZ Zones FL11651 R2 AE 14FL11651 22 R2 26GulfRib 15- 32Plywood NonHVHZ.pdf Created by Independent Third Party: Yes 11651.23 26 Ga. GulfRib 26 Ga. GulfRib over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 23 R2 26GulfRib 15-32Plywood HVHZ pd Approved for use outside HVHZ:Yes FL11651 R2 II 23 R2 Metal Roof Panel Detail pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-159.2PSF Created by Independent Third Party: Yes Other:-71.75 psf @ 24"o.c. fastener spacing. -159.25 Evaluation Reports psf @ 12"fastener spacing. Install per manufacturer's FL11651 R2 AE 23 R2 26GulfRib 15-32Plvwood HVHZ g details. For use in HVHZ Zones Created by Independent Third Party: Yes 11651.24 26 Ga. GulfRib 26 Ga. GulfRib over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 24 R2 26GulfRib 1x4 15-32Plywood HVh Approved for use outside HVHZ:Yes FL11651 R2 II 24 R2 Metal Roof Panel Detail odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-164.2PSF Created by Independent Third Party: Yes Other:-106.75 psf @ 24"o.c. fastener spacing. -164.25 Evaluation Reports psf @ 12"fastener spacing. Install per manufacturer's FL11651 R2 AE 24 R2 26GulfRib 1x4 15-32Plywood' HV details. For use in HVHZ Zones Created by Independent Third Party: Yes 11651.25 29 Ga. GulfRib 29 Ga. GulfRib over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 25 R2 29GulfRib 1x4 15-32Plywood Non Approved for use outside HVHZ:Yes FL11651 R2 II 25 R2 Metal Roof Panel Detail pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-123.5PSF Created by Independent Third Party: Yes Other: -76.75 psf @ 24"o.c. fastener spacing. -123.5 Evaluation Reports psf @ 24"fastener spacing. Install per manufacturer's FL11651 R2 AE 25 R2 29GulfRib 1x4 15-32Plywood No details. Not for use in HVHZ Zones Created by Independent Third Party: Yes 11651.26 29 Ga. GulfRib 29 Ga. GulfRib over 15/32" Plywood http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs... 4/20/2017 Florida Building Code Ote Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 26 R2 29GulfRib 15-32Plywood NonHVH: Approved for use outside HVHZ:Yes FL11651 R2 II 26 R2 Metal Roof Panel Detail.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-146.OPSF Created by Independent Third Party: Yes Other: -71.75 psf @ 24"o.c. fastener spacing. -146.0 Evaluation Reports psf @ 12"fastener spacing. Install per manufacturer's FL11651 R2 AE 26 R2 29GulfRib 15-32Plywood NonHVF details. Not for use in HVHZ Zones Created by Independent Third Party: Yes 11651.27 29 Ga. GulfRib 29 Ga. GulfRib over 1x4 Wood Purlins over 7/16"O.S.B. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 27 R2 29GulfRib 1x4 NonHV Approved for use outside HVHZ:Yes FL11651 R2 II 27 R2 Metal Roof Panel Detail.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-IO1.OPSF Created by Independent Third Party: Yes Other:-101.0 psf @ 24"o.c. fastener spacing. Install Evaluation Reports per manufacturer's details. Not for use in HVHZ Zones FL11651 R2 AE 14FL11651 27 R2 29GulfRib 1x4 NonH` Created by Independent Third Party: Yes 11651.28 29 Ga. GulfRib 29 Ga. GulfRib over 7/16"O.S.B. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 28 R2 29GulfRib 7-160SB N Approved for use outside HVHZ:Yes FL11651 R2 II 28 R2 Metal Roof Panel Detail NonHVH� Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes Other:-22.66 psf @ 24"o.c. fastener spacing. -116.0 Evaluation Reports psf @ 6"fastener spacing. Install per manufacturer's FL11651 R2 AE 14FL11651 28 R2 29GulfRib 7-160SB i details. Not for use in HVHZ Zones Created by Independent Third Party: Yes Go to Page 0 Pag Back Next 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:: Refun Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records reques electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.13E Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department H address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public ri not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To de are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: FORM xE M Credit Card Sate YIL H 1 L i I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs... 4/20/2017 G U If SUPPLY & N3ANUFACTIURING G U ,L F ? R I B" , r GULFRIBTM PAREL OVER • •D FLORIDA PRODUCT APPROVAL NO. 11651.22 R2 TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 26 Ga. GulfRrbTm Roof Panel over 151.32"Plywood Florida Product Approval #11651.22 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D 4' CC)Category: Roofing °y Subcategory: Metal Roofing Py Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. '� 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 OP•' �y N.\G E Nscc..'L *•-• No, '551.9 .= Engineer Evaluator: _ ®an Kuhn, P.E. #75519 = * �• Florida Evaluation ANE ID: 10743 ;per•, STATE of •'2: '�FSi�� 0 R •x�Cr�: Validator: *'11%?/ANAL 0N&\,%� Locke Bowden, P.E. #49704 /'''I I ' 9450 Alysbury Place °.6130/zo15 Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.22 R2•JUNE 15,2015 0 04 64 r Gulft� y,. SUPPLY & MANUFAGT:IJRING a + TM • GLIAGE GULFRIBl-m PANEL OVER • • FLORIDA PRODUCT APPROVAL NO. 11651.22 R2 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfRibTM, 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/32" Plywood Decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal '/a" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick,APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table"A" Maximum Total.Uplift Design Pressure :6,9 25 psf 159 25 psf' Fastener Pattern 911-911-911-91, 6.5"-2.5"-6.5"- 2.5"6.5"-2.5"-6.5" Fastener Pattern.Spaung Z4: 0 C 12 `0 C Design Pressure includes a Safety Factor=2.0. � COPY FL#11651.22 R2®JUNE 15,2015 OEM F KUHN a ENGINEERING, 130CA • 33498 FL COA 930464 Nil a • Gulf . j�i_� SUPPLY & MANUFACfURING l GULFRO" IB GILIAGE GULFROTM PANEL OVER • • ® Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST-5328) Report No. 117-0062T-07A, B, Dated 02/19/2007 2. Certificate of Independence By Dan Kuhn, P.E. (FL#75519) @ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard- 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. i Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. 5"5'1 L E PY FL#11651.22 R2•JUNE 15,2015i . ENGINEERING,KUHN • • / ` p Gulfc," SUPPLY & MANUFACT'IJRING ULF 1B d TIM t y PANEL OVER • • I M Roof Panel Fire Classification: Fire classification is not art of this acceptance. p p Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. F LE COPY FL#11651.22 R2•JUNE 15,2015 ■ aUlf+t��'f '11�t�,(4�cil �:(-.f'ir_l�i.� SUPPLY & MANUFACTURING t' x tl•'.,_ t TM t� f p26 GUAGE • : OVER •M /F FLORIDA PRODUCT APPROVAL NO. 11651.22 R2 - ` �r TIvIl ENGINEER LOAD TABLE:26 Ga. Gulf RibTMl Panel over 15/32" Plywood Buildings having a Roof Meam:Height<_20 0";:;Roof Slope: 2"/12" - 12 '/12" Gable or'Hip Roof; Wind,Speeds 120- 180mph, Exposure C;.Risk Category II, Enclosed Building; based on Florida Building Code'2014. . 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN.1/4" SPEED Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x1.5"' Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1" 34 ;TYPE.1 24",TYPE;1 24",TYPE 1 %24',TYPE;1`; ZONE 2 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 12",TYPE 2 ZONE 3 #9-15x1.5 Plywood 24"' TYPE 1:` �,24",TYPE t' ,24",TYPE 1 12',,TYPE 2 12",TYPE 2 72;"TYPE 2, 12 TYPE 2 1.)PANEL DESCRIPTION:GULFRIBTM, MIN. 26 GA.,GRADE 80, 36"COVERAGE,3/4"TALL. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25 PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING:MIN. 7-/32"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KID=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 ZONE 2 HIP ROOF a� Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3�1 1 40% of the mean height of the roof,whichever is smaller,however,(a)cannot be ' r ------------------ �'a less than either4% of the minimum width of the building or 3 feet. \ / \ / /1 TYPE 1 FASTENER PATTERN _RIDE /// // ( 8" \1 \---1------_ // I ItPanellap / --------- ZONE 1 \ \\ � Cont.Tape Seal for use on Slopes less than 3:72 #9-15 x 1-1/2'w/Sealer Washer @ 24'O.C.Max. / \ 1�EAVE ZONE 2 GABLE ROOF TYPE 2 FASTENER PATTERN �a* _ ---------i 1 1"a F6.5" 1 2.5"-1 —6.5"i 2.5° 6.5"—{2.5"{-6.5" 2.5° RIDGE L Cant.Tape Seal for use on Slopes less than 3:12 —___—\—_ ----------�_ (1)#9-15x1-1/2"w/Sealer Washer @ 12'O.C.Max. III - ♦� � ZONE 1 1 \ ��--ZONE3 �EAVE FL#11651 22 R2•IUNE 0 15,2015 PY r.�ca ��^ .v`�.:� :: ��c Zt 4rir� "Ra INVOTI �,.. max, M " t��X3"Fi1 sara^.i`;a.��-�•,�,s.?��`Y�i�Y r v��. Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued April 13, 2015 P.O.Box 1404 Joplin,MO 64802 (417)624-6644 http://www.tamko.com Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.8.8,T1507.8, 1507.9.3, 1507.9.3.2,1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES K[LtL Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-191-02-01REV ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2005e01 UL LLC(TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKOS ASTM Slate ASTM D 6380,Class M,Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min.slope: 2:12 Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"staggered end laps and in accordance with FRSAITRI 07230 for tile applications_ Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. T131314001.1 FL12328-R5 Page 1 of 4 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. II REEKTAMKO BUILDING PRODCUTS,INC. 1 1 TAMKO Underlayments TECHNICAL SERVICES, LLC S TAMKO®ASTM Tile ASTM D 6380,Class M,Type 11 underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKOO Master ASTM D 6380,Class S,Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley in accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted in accordance with the FBC. TAMKO®Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus@ with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6"staggered end laps. Min.application temperature: 40°F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay tile roofing shall be permitted in accordance with the FBC. TAMKO®No.15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. I Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO@)No.15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.1 FL12328-R5 Page 2 of 4 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. I I i a' CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES, LLC v TAMKO@)No.30 ASTM ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is j Asphalt Saturated saturated with asphalt Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOO No.30 UL ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO®TW Metal and Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6"staggered end laps. Min.application temperature: 40"F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted in accordance with the FBC. TAMKO®TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6"staggered end laps. Min.application temperature: 40°F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. i TBP14001.1 FL12328-R5 Page 3 of 4 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. I , ' TAMKO BUILDING PRODCUTS,INC. CREEK TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONs 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) 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. 5) Minimum application temperature shall be 50'F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) 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. 7) 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. 8) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements. 9) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) 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 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. ``% v` lr�R ��',, 2015.04.1 No 74021 s = 3 09.06.05 ICJ"^•��-a _ . _ 04'00' �''. STATE OF : LIJ i0,�•• A` P �� Zachary R.Priest, P.E. i�i,�s• O R X�••'�jN `� Florida Registration No.74021 NA� ` Organization No.ANE9641 j 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 TBP14001.1 FL12328-R5 Page 4 of 4 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.