The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGFlorida Building Code Qnliliv- Page id 4 Fi flc� �� 1 Product Approval �� gsEg:,Pubhc U§er Ei�sxa x� . EcSxt�t.C�'rL's1.^�2id'>:�roc4�ct'a-:��;�j,.�n.{hj;>�j�;y�,�on i�st >,ppplicatiori.oetail FL Application. Type Code Version Application Status Comments Archived; Product Manufacturer. Address/Phone/E ma.l- Authorized Signature Technical"Representative Add ress/Phon e/E mail Quality Assurance Representative Address/Phone/Email Category Subcategory" ConmpliandcMethod Florida Engineer or Architect Namewho developed the Evaluation Report Florida'License Quality Assurarice:Entity Quality Assurance,Contract Expiration° Date Validated By' ST. LUCIE COUN iy R7' BUILDING DIVIvIO Revision Revision 2017 i`on 00&,,� a Approved I REVIEWED BY IDATE Z3- r 08/18/2017v,.date reapply 8/21/17 PLANS AND PEP IT 0, MUST BE KEPT ON JOB OR NO^INSPECTION WILL 5E F1AOE .Extreme Metal Fabricators,LLC 4i Q SW. Po_ma Drive OalrK City, FL34990 fivalidatlon.O. yahoo.com Richard McKuhen THESE rPUANS AND ALL PROPOSED IM% fivalid 1 1..- yahoa.com ARE SUB.JECT•TO ANY CORRECTIONS Richard Mckuhen REQUIRED DY FIELD INSPECTOMS THAT Palm PFL Drive MAY MAl BE NF-100, S'MY IN ORDER TO f IY ORDER Palm Gty, FL 34990 Pt (772),872 8034 4 COMPLY WITH ALL APPI.ICAfjt g 00[�E richard@emfab.net , CONCFALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE Ro6fing CONTRACTOR OF R.10 RD Metal`Roofing Evaluation: Report from a Florida Registered Archltect'or a Licensed Florida Professional Engineer L..' Evaluation Report - Hardcopy. Received LOCKE BOWDEN PE-49704 Keystone Certifications; Inc. 04/22/2024 Zachary R Priests P;Ei W, Validation Checklist.- Hardcopy Received Certificate of Independence FLi,70 2 R7 COI FL i/02 i' 5 V CRIRt? sj Rdfeeenced Standard and Year (of Standard); standard: Year TAS'i135 2063 U LA6972012 UL.580 1006 Equlvalence.of Product Standards Certified B" Secbo'ns:from the Code httpr/fwww: floridabuild ing,.org/pr./pi _app_&.I. aspx?param=wGE VXQ,.tDgv2aBQpHpQ_Qe.:. 1/8/20.1.8 Florida Building Code Onlin= Page 2 of 4 Product Approval Method Method 1 Option 6 Date Submitted 08/18/2017 Date Validated 08/25/2017 Date -Pending FBC Approval 06/28/2017 Date Approved 10/10/2017 S'umina ,of Products FL Xi Model, Number or Name' Description 17022.1 1- "5V Crimp" (RB) 26 Gauge steeIj 3/8" rib height, 24" wide lapped.roof,panel_ mechanically attached to 15/K" plywood or Wood Deck with fasteners Limits of'Use installation Instructions Approved for use in HVHZ: No FL17022 R7 I,I .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 FL17022 R7 AC FL 17022.1 5 V CRIMP ssr.pdf. assembly In compliance with the installation method listed in 'Created by Independent Third Party; Yes, this report and applicable•code sections of,FBC. Refer to. manuiacturer-s Installation Instructions, 17022,2 2 - "5V Crimp" (116) 0.032" Aluminum, 3/8" Rib height, 21" wide 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 17022,2 5 V CRIMP 0 032 ALUM ssr bdf 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 conditlans;Install; the ELI,702z R7_AE FL7QZ2,2 5 V CRIMP 0 032 asserrrbly'in'compliance with the installation method Ilsted in ALUM ssr.pdf 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" (R5) 1.5" rib height, 16"-wide, 24 gauge'steel; 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 E.L17-02ZR-7_I.x,,,EL--:L7_Q1Lq:J,,-S-WE,Cid_gNXAL Approved for,use'outside HVHZ:`Yes seam 24ca' ssr,bdf. 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 forconditiorisand Evaluation Reports Ilmitationsof use. Install the assembly In:'compliance,:with FL17022 R7 AE. ELAZ 2 3 1 A:M.9CHANIC_AI the installation method listed, Inthis"report"and applicable- eam. '4ga -s r;Iidf code sections of FBC. Refer to man ufactu er's.,installation Created by Independent Third Party: Yes Instructions. 17022.4 4 - "1,5" Mechanical Seam" (RSj 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 F1.1022 R7 II FL 17022 4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes: ALS),MIPIUT�iJssr..plif Impact Resistant: No Verified By: Locke Bowden, P.E, 491,04 Design. Pressure: +N/A/ -Table A Created by IndependentThlyd Parti:'Yes Other: Referto evaluation reportforconditlons and Evaluation Reports limitations of use, Install the assembly In compliance with ,FL1702_i27_AE FL1 27022_4 h1EL'HANCIAL_SEAM the installation method listed In. this report and applicable ALUMINUM s r,.pdi code sections of FBC. Refer to manufacturer's�instailatlon Created by Independent Third Party: Yes' Instructions. 17022.5 15 - "1 in, Nallstrip° (R5) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ,: Yes Impact Resistant: No Design Pressure: +N/A/-TableA Other: Refer to evaluation report for' conditions and limitations of use. Install the assembly In compliance:with 4"'rib height, 1:6" wide; 26 gauge steels standing. seam roof panel mechanically attached to 15/32" piywood'or wood deck with fasteners. Installation Instructions FC17022__R7 II_._FL 17022 S_1_6 NAILSTRIP sspdf- Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports Fl 17�022 R7 AE_FL 17022.5_ 1 d NAILSTRIP ssr.Fdf Created by Independent Third Party:' Yap: http://www.floriddbuild'ing:ori 1pr/pi_app_dtliaspx?param=wGEVXQNvtDgv2aBQpHpQQe... 1/8/2018 Palm City; FL 34990 Compliant with Florida Building Code 2017 (61h ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 1"-Nailstrip 26GA Steel Roof Panel FBC Sec.,1507.4.2 Yield strength: SO ksi min.; Attached to min.15/32" plywood or . Wood Deck w/ 0.42 specific gravity with 16" Coverage (Max.) Rib Height 1" Corrosion Resistant Compliant: FBC Sec.15,07.4.3 Fastener 1: #10,x 1 (min.) Pancake Head Wood Screw to penetrate 3/16" (min.) thru bottom of support. Adhesive/Sealant Bostik 915"1 Chem -Chalk one component,, polyurethane adhesive with 3/16" continuous bead application along base of male rib vertical flange at each panel seam. Underlayment: To be compliant with FBC Sec 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. FASTENER SPACING 6" O C. 6" O.C. SEAM ADHESIVE Not required 3/16" continuous bead Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimen #1 & #2 Certificate of Independence: Locke Bowden, P.E. does not have, not will acquire a fin under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlle report. r manufacturing or distributing products irer; or distributing products under this ` Limitations: 1. Undedayment to be compliance with current Florida Building Code (FBC)2017 6"' ed.. 2. Minimum slope to be compliant with Florida Building Code 2017 60, 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 wfjurisdiction 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 6t' ed., 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. FL 17022.6 1.0 Nail Strip (26GA Steel), 16" Wide Roof Panel - Details 16" Panel Profile 16" o.c. 3/4" Deck: -15/32" or greater Plywood, or - Wood plank Integral Snap Lock For METHOD 2: Apply 3/16" Bead Bostik 915'rm Sealant Continuous Along Male Rib Vertical Flange X \\� \1, Fastener #10 x 1" Min. per Table "A" Pancake Head Wood Screw (Typical Fastening Pattern Across Width) i 1" FL 17022.5 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details 15/32" or greater Plywood, or - Wood plank Foelcncr Isometric View ror memos z Apply 3/16" Bead Bostik 915TM Sealant Continuous Along Male Rib Vertical Flange (Refer to Table " A")