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HomeMy WebLinkAboutProduct Approval ° GX 2/2/2021 Cc V Florida Building Code Online -n- rx+-•r..-,�..,rs F^—�''^r�,r�. i -r I i ---_'-.-• a. i ycs'xr--:} c A c --•-c...-., y 7777, rk rd.a ,.i3.5 '� 4";r,.` :u"t;i{.�5;3' ^!b; L _ w MOM J ! L BCIS Home Log In User Registration Hot Topics ; Submit Surcharge Stats&Facts ; Publications ( Contac�lls VEDCIS Site Mapes! Links Search K�� till r Product Approval �� z02� Pf;. �,e,r +USER:Public User xa: Permitting Department Product Approval Menu>Product or Application Search>Application List>Application Detail St. LUd?county FL# FL17443-R2 k" `y" V I Cz� Ff 1s 4 :�R, 1xi t�d Application Type Revision p�, Code Version 2020 i ':t .'),NAB FL 1R NCE Application Status Pending FBC Approval 7py��+'1 ��±5}' T �4f/� R � ticf.'4 xi« �c.iJ Comments Archived If1�3 Product Manufacturer )A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 kylewhite228@aol.com Authorized Signature Kyle Taylor kylewhite228@aol.com Opy. 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 the Locke Bowden Evaluation Report Florida License PE-49704 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 01/23/2023 Validated By Diane Marotta, P.E. 'r` Validation Checklist-Hardcopy Received Certificate of Independence FL17443 R2 COI FL17443 R2 J A Taylor FBC Code Eval Report with Details-sss.pdf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL1897 2012 UL580 2006 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtCUGgvjQiz6A%2brQi3pbzvrZCrOXAgha[cNV8yylZs4uw%3d%3d 1/2 `2/2/202'k Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/03/2020 Date Validated 12/13/2020 Date Pending FBC Approval 01/06/2021 Summary of Products FL# Model,Number or dame� Description ` 17443.1 5 V Crimp 26GA 1/2" rib height over 15/32"APA plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL17443 R2 II FL17443 R2 3 A Taylor FBC Code Eval Report Approved for use outside HVHZ:Yes with Details-sss.pdf Impact Resistant: N/A (' Verified By: Locke Bowden, P.E.49704 j Design Pressure: +N/A/-129.25 I Created by Independent Third Party:Yes i Other:-129.25 @ 6" o.c. -69.25 @16"o.c. margin of safety Evaluation Reports 2:1 with 24" max. coverage Install per manufacturers detail. I FL17443 R2 AE FL17443 R2 3 A Taylor FBC Code Eva] Not for use in HVHZ. Report with Details-sss.Ddf Created by Independent Third Party:Yes 17443.2 i VICTORIAN CRIMP SHINGLE 1 26GA 1/2" RIB-PANELS LOCK INTO PREVIOUS PANELS; OVER CDX/APA 15/32" PLYWOOD Limits of Use — -- — Installation Instructions Approved for use in HVHZ: No FL17443 R2 II FL17443 R2 3 A Taylor FBC Code Eval Report Approved for use outside HVHZ:Yes with Details-sss.pdf Impact Resistant: N/A Verified By: Locke Bowden, P.E.49704 Design Pressure: +N/A/-105 Created by Independent Third Party:Yes Other:-105PSF margin of safety 2:1.Install per ;Evaluation Reports manufacturer's details and in compliance with CURRENT FBC I FL17443 R2 AE FL17443 R2 3 A Taylor FBC Code Eval i not for use in HVHZ. Report with Details-sss.pdf j I Created by Independent Third Party:Yes t3acic 3`ext 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.::Priva 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(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 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: Cr4 Cacc safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6A%2brQi3pbzvrZCrOXAghaIcNV8yy[Zs4uw%3d%3d 2/2 r Y 3 A TAYLOR 302 Milton Dr. Drive Fort Pierce, FL 34962 (772)466-4046 Florida Product Approval#17443 Method:1-D Compliant with CURRENT Florida Building Code Compliant with Florida Product Approval Rule#61G20-3 Compliant Quality Assurance program:PRl CONSTRUCTION MATERIALS TECHNOLOGY 5V Crimp thru fastened A"rib at each panel edge and 1 fastener in the center of the panel,24"net coverage,26GA ASTM A792,G-50,AZ55,.018,SOW rain.over min.15/32"thick CDn plywood deck. Corrosion Resistant fastener#39-15 HWH with sealing washers,metal to wood connections with fastener length to penetrate 5/16"thru substrate. Fasten along the crown of the rib in the center of panel and along the lap.First fastener to be within 3"of panel edges. Min.8Dx2"annular ring shank nails spaced 6"O.C.re-roofing,with less than 19/32" plywood(min.15/32"),this attachment is to be used in addition to existing attachment. Deck slope 2:12 or greater and shall be compliant with FCurrent FBC Linder-layment:See FBC Sec. 1507 "Design Pressure: Spacing: -69.25 PSF 16"O.C. 129.25 PSF Err O.C. 26GA ASTM A792,G-50,AZ55,.018,SOksi Victorian Crimp Shingle over 15/32"CDlf/APA Plywood attached to roof trusses. Corrosion Resistant Fastener##10 x 1"Zinc plated,MTW Pancake Head,installed at 2 per panel into lock seam. Panels applied with 12"exposure,adjacent shingles inserted into lock seam of previous shingle.Deck slope 2:12 or greater and shall be compliant with CURRENT Under-layment:See CURRENT FBC Under-layment Sec.1507 Table **Design Pressure: -105!NSF DFSIGJV PRESSURE WftUDES A SAFcIf MARGIN OF 2_1 TEST REPORTS Reference Data: Hurricane Test Laboratory(TS T-1527) PRI Construction Materials Technologies(TST-5878) #0224-0501-06 TAS 125(UL 580-941) #FAE-023-02-01 UL 580-05/UL 1897-042 L UL 580-94 teststandards are equivalent to UL 580-06 test standards. 2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards. Under-layment to be compliance with Current Florida Building Code (FBC).see Charts Minimum slope to be compliant CURRENT Florida Building Code and per with Manufacturer's installation reference. 2. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 3. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 4. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 5. Support framing in compliance w/CURRENT FLORIDA BUILDING CODE Chapter 22 Steel,Chapter 23 Wood and Chapter 16 Structural Loading. 6. This report does not imply warranty, installation,recommended product use outside of this report. Certificate of Independence: Locke Bowden,P.E. does not have,nor will acquire a Financial Interest in any company manuEacturing or distributing products under this evaluation. Locke owden,P.E.is not owned,operated,or controlled by any company, ,�;q`g��gls�IPrP r s,p manufacturer or distributing products under report. Q No, 49704 o �'o o STATE OF °t � a'oo��°aa"L©pto �6���8/p N A m e��° 5 V CNM Fastener-#9-15 corrosion resistant w/sealing washers 24"coverage Fastener: #9 x 15 corrosion resistant with sealing washers in Compliance with Current Florida Building Code, Section 1507 Perimeter fastening: 6"o.c. Main Field fastening 1 2"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel 1 4 ;.- MINIMUM 2 FASTENERS Fastener.•#90x 9" AT LOCK SEAM Zinc Plated MTW Pancake Head �. FIELD CUT 1/2 SHINGLE - - , -----TO CREATE STAGGERED PATTERN VICTORIAN CRIMP SHINGLES E I VICTORIANJ CRIMP SHIN � � w % £ :D LOCK SEAM : "' p t, I i X EjN w 9"EXPOSURE W-C 551-r. LIE Q e- ST. LUCIE WORKS ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET RECEIVED Florida Building Code 7th Edition (2020) 202, •;rmittir,g Department Based on Section 1525 of the Florida Building Code-Building 5`• Lucie County INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A,B,C 1;2,3;4,5,6;7 Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A,B,D Concrete or Clay Tile A,B,D,E 1,2.3,4,5.6j Metal Roofs A,B,D Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,%4;5,6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 .ST. LUCIE WORKS Section A (General Information). Master Permit No. Process No. Contractors Name: License# s0 E C0RA,- ;1. 3 saner Job Address H 1 S )0_10- 1ye, ( T° LVCI A ``'-1J TY ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles XMetal Panel/Shingles Mood ShingleFTjte5copy ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering -ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) GAD Total (SF) Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. ST. LUCIE WORKS Section C (Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':—" oc @ Lap,# Rows @ °oc (If a component is not used, identify as"NA") Zone 1:—"oc @Lap,#Rows @ n oc System Manufacturer: Zone 2:—" oc @ Lap,#Rows @ "ac Zone 3:—" oc @ Lap,#Rows @ °ao Product Approval No.: Number of Fasteners Per Insulation Board: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Zone 1': Zone 1: Zone 2: Zone 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc... Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: Flashing,Component Material,Material'Thickness, Fastener Gauge Thickness: Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet& No.df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: FT. r Insulation Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: Top Insulation Size and Thickness: FT. Top Insulation Fastener/Bonding Material: Mean Base Sheet(s) &No.of Ply(s): Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'& No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: i .ST. LUCIE WORK E1iI FOR OCC Section D (Steep Slope Roof System) ��� ,?/ Roof System Manufacturer: V I Notice of Acceptance Number: 1 ` Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): (p _ Zone 1 one 2e: 'Vazone 2n��Zone 2r:7-t Zone 3e: 11 Zone 3r:"-8/ D Deck Type: Type Underlayment qTS pc'(Ue� Roof Slope: -' 12 Insulation: Fil,y �, Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: `va Adhesive Type: Type Cap Sheet Mean Roof Height: Roof Covering: Type s Size Drip a s - a C�V• Edge: ST, LUCIE WORKS Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mrvalues,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1 : X)L _ _�-Mg: _pli Product ApprovalMi (Zone 2e: : _.xj, _ _�-Mg-. =M,2, Product Approval Mf- (Zone 2n: x7l = _�--Mg: =Mf Product Approval Mf (Zone 2r: x; = )-Mg: -M;&, Product Approval Mf (Zone 3e: x). = -Mg. =M,,6__ __ Product Approval Mf (Zone 3r: xk. _ Mg =Mear Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof Slope. 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems • For Uplift based tile systems use Method 3. Compare the values for F'with the values for Fr If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L =x W:= )-W: cos r =Fri' Product Approval F' (Zone 2e: x L =x W:= )-W: cos r =Fr2e Product Approval F' (Zone 2n: x L =x W:= )-W: cos r =Fr2n Product Approval F' (Zone 2r: x L =x W:= )-W: cos r =Fr2r Product Approval F' (Zone 3e: x L =x W:= )-W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Fr3r Product Approval F' Where to Obtain Information Description Symbol Where to find From applicable table in RAS 127 or by an engineering analysis Design Pressure Zones 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site I Product Approval erod namic Multi PP A Multiplier y P Restoring Moment due to Gravity M, Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight- W Product Approval Tile Dimensions L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application.