Loading...
HomeMy WebLinkAboutProduct Approval Code Version 2014 Application Status Approved Comments E IVSD Archived FEB 15 2017 Product Manufacturer Dynamic Metals PERMITTING Address/Phone/Email 3201 SE Dominica Terace St. Lucie County, FL Stuart, FL 34997 X772) 872-8030 juan@dynamicmetal.net Authorized Signature Juan Martinez juan@dynamicmetal.net 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 Thomas D. Sullivan the Evaluation Report Florida License PE-55358 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/06/2026 Validated By Charles L. Anderson, PE Validation Checklist - Hardcopy Received Certificate of Independence FL21388 RIO COI Letter of Independence -Sullivan,pd Referenced Standard and Year(of Standard) Standard Year UL580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D FL# Model, Number or Name Description 4"" 1388.1 1" Nailstrip-24 Ga Steel Galvalume 1" Nailstrip, 24 Ga Steel Galvalume non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO II_D_ynamic 1.0 24 gage steel.pdf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-206 Evaluation Reports Other: Fasteners at 6" OC and 6" from ends. Uplift FL21388_RO A 1.0 24 gage steel.pd� DP equals 206 psf(includes FS=2) Created by Independent Third Party: Yes 21388.2 1-1/2" Nailstrip-.032 Aluminum 1-1/2" Nailstrip, .032 Aluminum non-structural roof panel Limits of Use Installation,Instructions Approved for use in HVHZ: No FL21388 RO 11-1.5 nailstrip 032 Aliuminum SS.pdf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-337 Evaluation Reports #t Other: Fasteners 6" OC and 6" from ends FL21388 RO AE_1.5 nailstrip 032 Aliuminum SS.pdf 4 Created by. Independent Third Party: Yes 21388.3 1-1/2" Nailstrip-24 Ga Steel 1-1/2" Nailstrip, 24 Ga Steel non-structural roof panel «` Limits of Use Installation Instructions .h Approved for use in HVHZ: No FL21388_R0 II_1.5 Nailstrip 24 gage steel SS.Ddf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 r" R; Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-307 Evaluation Reports Other: Fasteners 6" OC and 6" from ends FL21388_90AE_1.5 Nailstrip 24 gage steel SS.pdf Created by Independent Third Party: Yes 21388.4 1-3/4"Snaplock-.032 Aluminum 1-3/4" Snaplock-.032 Aluminum non-structural roof IN- panel Limits of Use Installation Instructions , Approved for use in HVHZ: No FL21388 RO 13_1.75 Snaplock 032 Alum SS.pdf t4 - Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-191 Evaluation Reports x. a Other:Field Installation Uplift DP: clips at 16" OC FL21388 RO AE 1.75 Snaplock 032 Alum SS.pdf and 4"from ends.equals 146 psf(includes FS=2); Created by Independent Third Party: Yes Corner Installation Uplift DP: clips at 8" OC and 4" t from ends equals 191 psf(includes FS=2) ' % - ` 21388.5 1-3/4" Snaplock-24 Ga Steel 1-3/4" Snaplock, 24 Ga Steel non-structural roof panel * � Limits of Use Installation Instructions } � Approved for use in HVHZ: No FL21388 RO II_1.75 Snaplock 24 Gage SS.pdf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 «�r Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N?A/-243 Evaluation Reports ` Other: Field Installation Uplift DP: Clips at 16" OC, FL21388 RO AE_1.75 Snaplock 24 Gage SS.pdf sd r equals -176 psf(includes FS=2); Corner Installation Created by Independent Third Party: Yes ro x } ,E Uplift DP: Clips at 8" OC, equals 243 psf(includes QXT 21388.6 5v Crimp-.032 Aluminum 5V Crimp, .032 Aluminum non-structural roof panel Ii a Limits of Use Installation Instructions ' Approved for use in HVHZ: No FL21388_R(OII_5V Crimp 032 Alum SS.pdf a Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-183 Evaluation Reports Other: Fasteners at 12" OC and 6" from ends. Uplift FL21388 RO AE 5V Crimp 032 Alum SS. df_ DP of 183 psf (includes FS=2) -.- Created by Independent Third Partv: Yes. r JB&B ENGINEERING, LLC DYNAMIC METALS; LLCCONSULTING ENGINEERS 5203 Silver Charm. Terrace 3201 SE Dominica Terrace Wesley Chapel, FL 33644 Stuart, Florida 34997 Phone (813)646-1323 Email TSullivaneng®gmail.cam FL Certiftcate of Authorization.#30903 DYNAMIC " NAMSTRIP" Drawings -� 16" 2/4 Panel Profile 16"o.c. 'Abod neck Integral Snap Lock (rr ,15i C•, --' s-`-- - =_- Panciip Screws o dot-" • s�°OOMAXIMUM DESIGN UPLIFT PRESSURE=206.0 PSF pe p •o o o•o° ��`�o ANCHORS TO BE SPACED 6" FROM ENDS & 6" O.C. O o°°��Ci Nis •••'rl�p® 0 o Client Name:DYNAMIC METALS, LLC to ° 2 0 ® Project Name:DYNAMIC NAIL 1.0" STRIP 24 go STEEL o //yy '� THOMe+� LLNAI T. E OCOMPU� E�/y Tr FLORIDA BUILDING CODE 5TH ED. (2014) Project Address: FLORIDA PRODUCT APPROVAL 39 o W �Bd ••,� Q V,o 6•� oJ� N0.216-1062 DATE: 10-29-2016 0 °a;ooD�NAU Jf 30tl1.90 JB&B Engineering Consultants, LLC 5203 Silver Charm Terrace Wesley Chapel, FL 335-44 Phone: 813-545-1323 Email:TSullivanengfcimail.com Florida Certificate of Authorization#30903 Product Evaluation Report Dynamic 1.0" Nail Strip 24 gage Steel Non-HVHZ 1.0 Product Manufacturer: Dynamic Metals, LLC 3201 SE Dominica Terrace Stuart, FL 34997 2.0 Code edition: Florida Building Code 5th edition (2014)-Building Volume-Non-HVHZ Sections 1504.3.2 and 1504.7 3.0 Evaluation Method: Engineering Evaluation (method 1 D) in accordance with 61 G20-3.005 F.A.C. 4.0 Product Category: Roofing 4.1 Product Sub-Category: Metal Roofing 5.0 Product Description: 5.1 General Description: Dynamic 10' nailstrip 24 gage steel non structural roof deck 5.2 Fy=50 ksi 5.3 Panel Thickness:20Gage(0,0276")minimum coated thickness 5.4 Corrosion Resistance to comply with Florida Building Code 51h ed. (2014), section 1507.4.3 5.5 Width: 15"maximum coverage 5.6 Rib Height: 1.0"major rib height @ 15"o.c. 6.0 Panel Fastener:#10 x V pancake head fastener through the nail strip 6"from ends and 6" o.c. with an integral male/female integral snaplock with adhesive.Corrosion resistance per Florida Building Code 51h edition(2014), sections 1506.6 and 1507.4.4 6.1 Substrate Description: 1 layer of 30#organic felt paper over minimum 7./16" OSB(or 15/32" 4=ply APA plywood)over,2x SYP rafters spaced no more than 24"o.c. Substrate must meet all applicable requirements and be designed with the Florida Building Code 5'h edition (2014) 6.2 Design Uplift Pressures: Field Installation 412.0 psf/2=206.0 psf(Fasteners spaced 6"ox.And 6"from ends) 7.0 Code Testing Performance Requirements: 7.1 UL 580-0.6-Test-for Uplift Resistance of Roof Assemblies 7.2 UL 1897-04-Uplift Test for Roof Covering'Systems 8.0 Performance Test Results Summary: 8.1 Architectural Testing, Inc.West Palm Beach, FL(TST 1527), Report#G1195.06-450-44 8.1.1 Signed/Sealed by Charles Anderson, P.E. on October 2131, 2016 8.1.2 UL580-06/UL 1897-04 Field Installation (7412.0:0 psf) 9.0 Installation Instructions: 9.1 Per manufacturer's installation instructions and fastening patterns described herein paUe 1 2 JB&B Engineering Consultants, LLC 5203 Silver Charm Terrace Wesley Chapel, FL 33544 Phone: 813-545-1323 Email:TSullivaneng(ammail.com Florida Certificate of Authorization#30903 10.0 Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable design pressures listed herein. The design professional shall select the the appropriate erection details to reference in his drawings for proper fastener attachment to his/her structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2014 chapter 22 for steel, chapter 23 for wood and chapter 16 for structural loading. 11.0 Limits and Conditions of Use: 11.1 Maximurn allowable design pressures listed in this report 11.2 Fire classification has not been considered and is outside the scope of this report 11.3 Panels were not evaluated structurally to resist shear diaphragm, axial, transverse or racking loads 11.4 Alternate conditions not specifically addressed by this approval shall be designed by a registered Florida Professional Engineer or Architect 11.5 The structural adequacy of the substrate bearing the wind loads superimposed by this product are the responsibility of others 11.6 Underlayment shall comply with the Florida Building Code 5th edition (2014) 11.7 Minimum slope shall comply with the Florida Building Code 5th edition (2014, including section 1507.4.2 and in accordance with the manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps 12.0 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 assuranceprogram audited by an approved quality assurance agency. 13.0 Certificate of Independence: Pursuant to the requirements of 61620-3 F.A.G, I hereby certify that this Florida Professional Engineer, performing this evaluation, does not have nor will acquire an interest in any company manufacturing or distributing products for which the report is being,issued.This is also to certify that this Florida Professional Engineer, does not have,nor will acquire a financial interest in any other entity involved in the approval process of this product. 14.0 Certification: in the professional opinion of this evaluating engineer the aforementioned product, meets the requirements of the Florida Building Code 2014 (5th edition), specifically sections 1504.3.2 and 1504.7 for use in non-HVHZ,when utilized within the limits of use noted herein. '.Oq%00©1Opp8° IS D.S�j°°o l_e ° C E IV ° m T s D. m FLS •5358 •'��o � T o 0 Jo .806 ONAI_F�L.aoo° 'tF5in7a'� Page22 J Cerf lixite ofAuthorizatron No.29824 Raw rdad( 17520 Edinburgh Drive I'O"X R"EEM A E".4'K Tampa,FL 33647 {813}480.3421 TECHNICAL 'ER'4RCES, EVALUATION REPORT FLORiD9?i°BUiLDINC,CODE 5r"EDn10N(2014) Manufacturer: ALPHA PROTECH ENGINEERED PRODUC*j.'*C. Issued June 22,2015 301 South Blanchard Street Valdosta,GA 31601 a ' " (229)2421931 htta l/www alahanrotech corn ` Manufacturing Locations: Valdosta,GA 1 207 Quality AssurancRAQCO,Inc.(QUA1990) . PERMlTT!! e: St:°Lucie County,FL 3f SCOPE '. Category: Roofing Subcategory: Underlayments Code Sections: 15072.3,1607.3.3,1507.5.3,1547.7.3,1507.8.3, �t Properties: Physical properties 4 REFERENCES Enth Report No. L Sfandan9 Year PRI Construction Matedals Technologies(TST5878) AEP-017-02-01 ASTM D 226 2006 ASTM D 4869 2005el RADCO,Inc(TST'19B7) RAD-5212 AC 188 2012 Rarntech Laboratories,Inc.W6127) 13075-04-08 r AC 188 2012 PRODUCT DESCRIPTION REX'm SynFelt A mechanically attached,Woven polypropylene undadayr�iient(nominal weightµ2,56 lbM00f 2)used an alternative to'ASTM D 226,Typ -,!.:and Type 11 roofing undedayments, REXtrenie A mechanically attached,woven polypropylene ujf4drlayment(nominal weight=2.87 W10011?)used an alternative to ASTM D 226,Type;and Type 11 roofing undedayments TECHNOply A mechanically attached,woven polypropylene uridedayment(nominal weight=2.05 Ib110011x)used an alternative to ASTM D 226,Type[and Type If roofing underlayments . TECHNO SS A mechanically attached,woven polypropylene udd'edayment(nominal weight=2.00 Ib1100ttx)used an alternative to ASTM D 226,Type I and Type 11 and ASTM D 4869, Type 11 and IV roofing underlayments AFPLtcAmox INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fisted,solid sheathing for new or existing construction. Sheathing-shall be installed in'aroordance with FBC requirements. Roof decks shall have no more than 119"gap at abuttting:joints. Min.slope: 2:12.For slopes.less than 4:12,the undedaymegt must be haff4apped a full 24"over the i underlying course. .Attachment method: Undedayment shall be attached in aceordanderwrth the FBC and manufacturer's Installation Instructions. At minimum,mechanically fastened with ruin.12 ga.corrosion resistant ring shank nail with min.14nch diameter:corrosion resistant round cap to a min. 3/44nch penetration, 8" o.c. at side and end laps and 24" o.c in a staggered pattern along the center lines printed on the sheet.The;side laps shall be a minimum 3"wide APT15601.1 FL12642-R4 Page 1 of 2 This evaluation report is provided for State of Florida product approval under Rule 61q20-3. The manufacturer shalt 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. r?ka t� j 1•t CREEK ALPHA PROTECH ENGINEERED PRODUCTS,INC. Underlayments TIrCHmcAL Swnms,LLC and minimum 6"wide at the end laps. The underl anent is installed starting at the eave, with the length of the roll parallel to the-eave with:the.printed side facing up. All side laps shall be installed to shed water from the deck. `. .. Allowable roof coverings: Asphalt shingles,slate shingles, clay and concrete tiles,metal roof panels and shingles, wood shakes and shingles _ LimrwiON8 1) This evaluation report is not for use In the'HVHZ. 2) Fir:Classification is not within the scope of this evaluation. 3) Wind uplift resistance is not within the 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. 6) Deck substrates shall be clean,dry, and free'from any..irregularibes and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) The roof deck shall be constructed of closely fitted sheathing for ne�r+or existing construction. Roof deck shall be installed in accordance with FBC requirements. 7) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements. 8) All undedayments 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 manufacWi'er's application instructions. 9) Contact the manufacturer when installing at temperatures below the minimum application temperature. 10) The underiayment may be used as described in other current.FBC product approval documents. 11) Roof coverings shall not be adhered directly to the underlayment. .fwof coverings shalt be mechanically fastened through the underlayment to the roof deck. " 12) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated, 13) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G2". COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated'compliance with the Florida Building Code -Edition(2014)as evidenced in the referenced documents submitted by`the named manufacturer. y14 • • UM 2 13.55.44 �'."•+;y'' ".i�• :iR;.l..t,:.Y •njj,..b My..+!iaai5si••.a"!,*`?M,:�h: -0400 OT Zachary.��� � .. -�'�.R,�,,•;��,�-..: ry R.Priest P.E. Florida Registration No.74021 Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE a CREEK Technical Services,LLC does not have,nor wll it acquire,a financial interest in any w mpary'lrlanuhacWring or distributing products underthis evaluation.. CREEK Technical Services,LLC Is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation.' ZacharyR.Priest,P.E.does not have,nor Al! :I acquire,afinancral interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will ecqulre,a financial interest in any other entity lmolvedl r'the approval process of the product. END OF IRMPORT APT15001.1 FL12512-R4 Page 2 of 2 This evaltiation report Is provided for State of Florida product approval under Rule 61G2W. The manufacturer shall notify CREEK Technical Services,IlC of any product changes or quality assurance changes throughniW 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.