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Home My WebLink AboutREVISION 6-15-18OFFICE USE ONLY: DATE FILED: (. - I) REVISION FEE: l h1.�! PC PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICESERECEIVED'— BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 5 2018 (772) 462.1553 ty, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 5EZ j 'N a P DETAILED DESCRIPTION OF PROJECT TSIONS: ��II IPFA A N 'PY 1/bt � fi 1�S l2 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C r ' ti` (od-' 9(�a Co BUSINESS NAME: o� QUALIFIERS NAME: c ADDRESS:w L� CITY: STATE: --c I PHONE (DAYTIME): 3S2--1,4 5 i Q i lP OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCMTECT/ENGINEER INFORMATION: ST. LUCIE CO CERT. #: �' O FAX: FAX: ZIP: ZIP: NAME: c5 w` ADDRESS: CITY: STATE: ( ZIP: "32— 6 1& — d m Z. PHONE (DAYTIME):�Z— FAX: SLCCC: 9123109 Revised 06130117 File COPS' Thomas E. Audit, PE ` i(brida ProfessionaCEngineer Lice7ise No. 31419 P 0 Box 562 ACctchua, FC. 32616-0562 (352) 214-7300 to-n,tau&tCbivin.dstrealn..net June 15, 2018 Re.: Thomas E. Audit, PE- Structural Engineer of Record for: Cooper — Indian River Estates, Lot 9 5002 Hickory Drive Ft. Pierce, Florida 34982 Parcel: 3402-608-0204-000-9 Permit No.: 1706-0477 Contractor: Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI. 34997 Attn.: Stewart Cooper 772-600-5300 To: St. Lucie County Building Department 2300 Virginia Ave Ft. Pierce, FL 34982 Building Official, Page 1 of 1 ----RECEIVED - JUN 1 if 2018 ST. Lucie County, Permitting Metal Roofing Change Engineering Approval The Permit Plans call for Shingle Roofing. Metal Roofing as installed per the Manufacturer's Instructions and Florida Product Approval is an Engineering Approved Alternate. Should you need any further information or have questions, please feel free to contact me. Best regards, Thomas E. Audit, PE License No. PE 31419 June 15, 2018 File Copy; 6/15/2018 Florida Building Code Online BCIS Horne Log In {User Registration1 Hot Topic j Submit Surcharge j Slats & Facts Publications FBC Staff ( BCIS Site Map 'j Links I Search' { Florida �OProduct Approval USER: Public User &�.""'z1v4=W Product Approval Menu > Product or Aopllra tion Search > Application List > Application Detail C'�ii FL # Application Type Code Version Application Status Comments Archlved Product Manufacturer Address/Phone/Emil Authorized Signature CONCEALED FASTENERS OR ATTACHMENTS Techni VESVUSIBILIrf OF THE Add resAR a mail CO TRACTOR OF RECORD Quality Assurance Representative Address/Phone/Emall Category Subcat,jR,E PLANS AND ALL PROPOSED WORK AAE SUBJECT TO ANY CORRECTIONS CompllREQUIRED JBYfIELD INSPECTORS THAT IM P ESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certlflcate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL17022-R6 RECEIVE® Revision 2014 Approved JUN 15 2018 ST. Lucie County, Permitting Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 fivalldation@yahoo.com James Buckner jimrrvy@cbuckinc.net Richard McKuhenD 2160 SW Poma Drive (� O / D7 Palm City, FL 34990 (772) 872-8034 (/ ! ST, L' E C0LP�7Y ELTLnl-N G Dd1171WE1-LAIN P �`+�� FOR C RrT chard@etab.net REVIEWED BY DATE PLANS AND ER MUST BE KEPT ON JOB Olt NO MP CTION WILL BE MADE. Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received James L. Buckner, P.E. @ CBUCK, Inc. PE-31242 Keystone Certifications, Inc. 04/22/2024 Michael John Rlemer, P.E. (,6 Validation Checklist - Hardcopy Received Standard A Year :. TAS 125G ' ;; 2003 UL 1897 It, r ;� ! f �' 4 UL 580 '�4�` 0AV f � •�� ,yf' r�� .tip ��f File Cop Method 1 Option D http://vi Aw.floridabuilding.org/pr/pr_app dU.aspx?pararTl=vGEVXQvADgv2aBQpHpQQe6rMZMWEoR%2bhY86Meuoxv)TT%2bdgmFfmMw%3d%3d 1/3 6/15/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Products 10/21/2016 12/29/2016 10/24/2016 01/01/2017 08/18/2017 FL # Model, Number or Name j Description ! 17022.1 1 - "5V Crimp" (116) ^ 126 Gauge steel, 3/8" rib height, 24" wide lapped roof panel j mechanically attached to Wood Deck with screws Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and Bmitatlons of use. Install the assembly In compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions as a supplemental guide for attachment. Installation Instructions FI-17022 R6 II 1 5VCrimp 26ga WoodDeck EVALREPORT R6.pd( Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports FL17022 R6 AE 1 SVCrirrQ--26ga WoodDeck EVALREPORT R6.pdf Created by Independent Third Party: Yes 17022.2 12 - "5V Crimp" (R6) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, I mechanically attached to wood deck with exposed screws. 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A other: Refer to evaluation report for conditions and limitations of use. Install the assembly In compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions as a supplemental guide for attachment. Installation Instructions FL17022 R6 II 2 SVCrimp 032A1um WoodDeck EVALREPORT R6.pdf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports FL17022 R6 AE 2 5VCrirrp 032A1um WoodDeck EVALREPORT R6.pdf Created by Independent Third Party: Yes 17022.3 3 - "1.5" Mechanical Seam" (RS) 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel mechanically attached to wood deck with clips and screws. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly In compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions as a supplemental guide for attachment. 17022.4 14 - "1.5" Mechanical Seam" (115) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly In compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions as a supplemental guide for attachment. 17022.5 15 - "1 in. Nail Strip" (115) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and [Imitations of use. Install the assembly In compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions as a supplemental guide for attachment. Installation Instructions FL17022 R6 II 3 1.5 MechSeam 24ga WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports FL17022 R6 AE 3 1.5 MechSeam 24ga WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to wood deck with clips and screws. Installation Instructions FL17022 R6 II 4 1.5 MechSeam 032A1um WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports FL17022 R6 AE 4 1.5 MechSeam 032A1um WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to wood deck with screws. Installation Instructions FL17022 R6 II 5 1NailStdp Z6ga WoodDeck EVAJREPORT.pdf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports FL17022 R6 AE 5 INailStrip 26ga WoodDeck EVALREPORT.p f Created by Independent Third Party: Yes 17022.6 6 - "1 In. Nall Strip" (115) 1" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 6 1NailStrio 032A1um WoodDeck EVALREPORT pdf Approved for use outside HVHZ: Yes - i Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes http:lAmmiv.floridabuilding.org/pr/pr_app b.aspx?pararn=wGEVXQwtDgv2aBQpHpQQe6rMZMkJEoR%2bhY86MeuoxvoT%2bdgmFfmMw%3d%3d 213 6/15/2018 Florida Building Code Online Design Pressure: +N/A/ -Table A '.Evaluation Repots Other: Refer to evaluation report for conditions and 1 FL17022 R6 AE 6 1NailStrip 032A1um WoodDeck EVALREPORT.pdf ' limitations of use. Install the assembly In compliance with the Created by Independent Third Party: Yes Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation i Instructions as a supplemental guide for attachment. _ 17022.7 7 - "1.5 In. Nall Strip" (R5) 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to wood deck with screws. i Limits of Use Installation Instructions Approved for use in HVHZ: No FU7022 R6 II 7 1.SNallStrip�27 ga WoodDeck EVALRFPORT.pd Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R6 AE 7 1.SNallStrip 26ga WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes limitations of use. Install the assembly in compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions as a supplemental guide for attachment. 17022.8 8 - "EMAX Rib" (R5) 29 gauge steel, lapped roof panel mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions I. Approved for use in HVHZ: No FL17022 R6 II 8 EMAX Rib 299a WoodDeck EVALREPORT cif Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R6 AE 8 EMAX Rib 299a WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes limitations of use. Install the assembly in compliance with the Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions as a supplemental guide for attachment. ! I 17022.9 9 - " PBR MAX" (115) 26 gauge steel, lapped roof panel mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 9 PBR Rib 26ga WoodDeck EVALREPORT.W Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R6 AE 9 PBR Rib 26ga WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes Ilnritations of use. Install the assembly In compliance with the Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions as a supplemental guide for attachment. Back miext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The Stale of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prtvacy 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 mall 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(1), 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not Wsh to supply a personal address, please pmvide the Department Wth an email address Wilch can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: "? Fc_aAll1:?cl Credit • Safe ` ��QLITit�'ifiFT'R iG$' httpAmmu.floridabuiIding.org/pr/pr_appjtl.asp)(.p ranFvvGEVXQv4tDgl2aBQpHpQQe6rMZMkIJEoR%2bhY86MeuoxV)rT%2bdgmFfmMw%3d%3d 313 Specially Structural Enc;11neer1nq CBUCK, Inc. Certificate of Authorization ##8064 Evaluation Report "5-V Crimp" Metal Roof Assembly Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 for Florida Product Approval # FL 17022.1 R6 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: Material: Panel Thickness: Panel Width: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 16-166-5V-S6W-ER (Revises 16-123-SV-S6W-ER) Date: 12 / 22 / 16 Contents: Evaluation Report Pages 1— 7 S-V Crimp Roof Panel Steel 26 gauge 24" Wood Deck Digitally signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23. �Q�.•'_\CENaF * ' No 31242 wZ: �'• STATE OF _1JJ� S/O N ALe\`N�l\ ..I 2016.12.28 14:08:53-05'00' CBUCK, Inc. - Palm Beach County, Florida Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net' Website: www.cbuckinc.net Mail Address: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062 Speclaltj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 http://www.extrememetaIfabricators.com/ Product Name: 5-V Crimp Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System 5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to Description: Wood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. ' Insulation Board (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32" or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: Design Uplift Pressure (ASD): Refer to Table A (Refer to "Table A" attachment details herein) FL #: FL 17022.1 R6 Date: 12 / 22 / 16 Report No.: 16-166-5V-S6W-ER Page 3 of 7 Speclaltlj Structural Engineering CB LICK, Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: • U L580-06 —Test for Uplift Resistance of Roof Assemblies • UL 1897-04 — Uplift test for roof covering systems • TAS 125-03 —Standard Requirements for Metal Roofing Systems Code Compliance: The product described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • This evaluation report for "Optional Statewide Approval" contains technical Conditions of Use: documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for application outside "Limitations and Conditions of Use" • Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design. • Deck shall be in compliance with applicable building code. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). FL #: FL 17022.1 R6 Date: 12 / 22 / 16 � �� Report No.: 16-166-5V-S6W-ER CBUCKPage 4 7 " of CBUCK, inc. Certificate of Authorization #8064 Speclalftj Structural Englneprinq Components/Materials Roof Panel: 5-V Crimp (by Manufacturer): Material: Steel Thickness: 26 Gauge (min.) Panel Widths: 24" (max.) Coverage Rib Height: 3/8" Yield Strength: 50 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: FASTENER 1 Used forAttachment Method 1 Type: Hex Washer Head Wood Screw Size: #9 x 1-1/2" (or of sufficient length to meet 3/16" min. Corrosion Resistance: penetration through deck or 5/8" min. Standard: embedment into wood plank) Per FBC Section 1506.6 and 1507.4.4 FASTENER 2 Per ANSI/ASME B18.6.1 Type: Size: Used forAttachment Method Z 3 & 4 Corrosion Resistance: Hex Washer Head Wood Screw Standard: #10 x 1-1/2" (or of sufficient length to meet 3/16" min. penetration through deck or 5/8" min. embedment into wood plank) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.1 Components/Materials: Underlayment: (by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and 1507.4.5.2, applicable codes and in accordance with manufacturer's recommendations. Insulation (Optional): Type: Thickness: Properties: Density: Or Compressive Strength: Rigid Insulation Board 3" (max.) 2.25 pcf (lbs/ft3) min. 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to meet 3/16" min. penetration through deck or 5/8" min. embedment into wood plank. FL #: FL 17022.1 R6 Date: 12 / 22 / 16 ring Report No.: 16-166-5V-S6W-ER N Li Page 5 of 7 Specialtlj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to "TABLE A" below and drawings at the end of this evaluation report.) ■ Fastener Spacing: Refer to "TABLE A" Below (attached to the tops of the V's for a total of 3 screws across the width of the panel.) ■ Row Spacing: Refer to "TABLE A" Below (along the length of the panel) ■ Rib Interlock: Lapped ■ 3/16" min. fastener penetration through deck or 5/8" min. embedment into wood plank ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure (ASD)*: - 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 rows): 12" o.c. 12" o.c. 12" O.C. 12" O.C. Fastener Size: #9 #10 #10 #10 * Allowable design pressures) for allowable stress design (ASD) with a margin of safety of 2 to 1. Install the 5-V Crimp roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL 580-06 & UL 1897-04 — Uplift Test By Architectural Testing, Inc. - West Palm Beach, FL (FBC Organization #TST ID: 1527) Report No.: D5893.01-450-18, Date: 05 / 02 /14 Report No.: F3366.01-450-18, Date: 12 / 18 /15 2. TAS 125 — Uplift Test By Architectural Testing, Inc. - West Palm Beach, FL (FBC Organization #TST ID: 1527) Report No.: D5893.02-450-18, Date: 07 / 22 /14 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Extreme Metal Fabricators, Inc. Licensee #974 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) . FL #: FL 17022.1 R6 Date: 12 / 22 / 16 Report No.: 16-166-5V-S6W-ER Page 6 of 7 CB LICK, Inc. Certificate of Authorization rY8064 Sp�CicsIh l StruLtUfdl E:ncj1 L=L=r1nc) Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck Drawings 24" 12" 3/8" TOPTIONAL STRIATIONS Panel Profile Nominal 12" o.c. I Nominal 12" o.c. Fastener #9 x 1-1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Wldth Panel Overlap Refer to Table "A" for Spacing Along Panel Length Deck: -15/32" or greater Plywood, or - Wood plank Typical Assembly Profile View (Typical Fastening Pattern Accross Width - Interior) FL #: FL 17022.1 R6 Date: 12 / 22 / 16 r® Report No.: 16-166-5V-S6W-ER Page 7 of 7 SPpclalty Structural Engtneerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck C., r•1.�r.erc -15/32" or greater Plywood, or Thickness 3" Maximum - Wood plank Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure (ASD)*: - 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 (across panel width): 12" o.c. 12" O.C. 12" O.C. 12" o.c. Fastener Size: #9 #10 #10 #10 *Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1. FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 5002 HICKORY DRIVE, FT. PIERCE, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U-Factor: Dbl, U=0.32 SHGC: SHGC=0.19 b. U-Factor. Dbl, U=0.69 SHGC: SHGC=0.22 c. U-Factor: Dbl, U=0.32 SHGC: SHGC=0.22 d. U-Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=9.0 1353.00 f:2 Single-family b. Frame - Wood, Adjacent R=13.0 195.00 ft2 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Cathedral/Single Assembly (Unvented) R=20.0 1666.00 ft2 1666 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 120.00 ft2 a. Sup: Attic, Ret: Attic, AH: Garage 6 333 60.00 ft2 12. Cooling systems kBtu/hr Efficiency 28.00 ft2 a. Central Unit 35.4 SEER:17.00 13.83 ft2 5.110 ft. 0.204 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1666.00 ft2 b. N/A R= ft2 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final insp�e,ction. the ise, a new EPL Display Card will be completed based on installed Code,6orptilia re . Builder Signature: ��r'��- Date: 1 (( o Address of New Home: Pit._.. Citye.Vip: 3 Lf 4 $Z- "Note: This is not a Building Energy Rating. If your Index mortgage (EEM) incentives if you obtain a Florida Ene91fingg techsupport@energygauge.com or see the EnergyGau certified Raters. For information about the Florida Bull Commission's support staff. "Label required by Section R303.1.3 of the Florida Building Code, 6/21/2018 8:32 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 kBtu/hr Efficiency 35.4 HSPF:8.50 Cap: 80 gallons EF: 0.92 Pstat qualify for energy efficient 3auge tech support at Dori t formation and a list of �4'rfct the Florida Building FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: INDIAN RIVER ESTATES LOT 9 Builder Name: COPPER ENTERPRISES Street: 5002 HICKORY DRIVE Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number. Owner: INDIAN RIVER ESTATES LOT 9 Jurisdiction: Design Location: FL, Fort Pierce COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim foists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/21/2018 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software rage 1 of 1 rurclw rc�+ua—cu i�r HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 35.4 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 17 35.4 kBtu/hr 1062 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 80 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS ---- Supply — - — Return — Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 333 ft2 Attic 83 ft2 Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [( ]Jan [r ]]Feb JX]] Mar Heating [X] Jan [X] Feb X) Mar ] Apr ] Appr [ j Ma [X] Jun (X] Jul (] May [ 1 Jun ] Jul n Aug Aug[ [X] Se [ ] Sep [) ] Oct Oct ( Nov [X� Nov (Dec [XDec Venting [[ ]]I] Jan [[[[ 1111 Feb ]) Mar [Xl Apr [) may [ ]Jun ]Jul Aug [) Se [X] Oct [X]]] Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (VVD) PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) PM 68 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) PM 68 68 68 66 68 68 68 68 68 68 68 68 68 66 66 6/21/2018 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 h V KIVI K4u�-GU I�i• WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 1 NE Exterior Concrete Block - Int Insul Main 9 52 9 468.0 ft2 0 0.6 0 2 SE Exterior Concrete Block - Int Insul Main 9 37 8 9 339.0 ft2 0 0.6 0 e 3 SW Exterior Concrete Block - Int Insul Main 9 30 6 9 274.5 ft2 0 0.6 0 4 NW Exterior Concrete Block - Int Insul Main 9 30 2 9 271.5 ft2 0 0.6 0 _ 5 NW Garage Frame -Wood Main 13 21 8 9 195.0 ft2 0.23 0.6 0 DOORS # Ornt Door Type Space Storms U-Value Ft In FtWidthArea In 1 NE Insulated Main None .28 3 6 8 28 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.32 0.19 15.0 ft2 2 ft 0 in 1 ft 4 in Drapesiblinds None 2 NE 1 Vinyl Low-E Double Yes 0.32 0.19 15.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 3 NE 1 Vinyl Low-E Double Yes 0.32 0.22 , 12.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 4 NE 1 Vinyl Low-E Double Yes 0.69 0.22 60.0 ft2 12 ft 0 in 1 ft 4 in Drapes/blinds None 5 NE 1 Vinyl Low-E Double Yes 0.32 0.19 15.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 6 SE 2 Vinyl Low-E Double Yes 0.32 0.19 15.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 7 SE 2 Vinyl Low-E Double Yes 0.32 0.19 15.0 ft2 2 ft 0 in 1 ft4 in Drapes/blinds None 8 SE 2 Vinyl Low-E Double Yes 0.32 0.21 4.5 ft2 2 It 0 in 1 ft 4 in Drapesiblinds None 9 SW 3 Vinyl Low-E Double Yes 0.32 0.19 15.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 10 SW 3 Vinyl Low-E Double Yes 0.32 0.19 15.0 ft2 5 ft 0 in 1 ft4 in Drapes/blinds None 11 SW 3 Vinyl Low-E Double" Yes 0.32 0.19 15.0 ft2 5 ft 0 in 1 ft 4 in Drapesiblinds None 12 NW 4 Vinyl Low-E Double Yes 0.32 0.22 16.0 ft2 2 ft 0 in 1 ft 4 in Drapesiblinds None 13 NW 4 Vinyl Low-E Double Yes 0.28 0.23 9.3 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 462 ft2 462 ft2 21 ft 9 ft 13 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .0004 1749.3 96.03 180.61 .3005 7 Ci11=1 0`8t,':S1) C.(14 6/21 /2018 8:32' AM 6,211201g 8,32 AILS �rrc��i=�xsaC.� 1IfiA, Fi'aPnn" r r >' iRa05�3.,1 �C'ompCtant Softwate FEriergyG"auge® us _ _FF1aR�es,z 014� Ien2ryYLiau?�:,�+7 U� Page 3 of 4 rvrc1v1 mffva-4v iY PROJECT Title: INDIAN RIVER ESTATES LO Bedrooms, 3 Address Type: Street Address Building Type: User Conditioned Area: 1666 Lot # Owner Name: INDIAN RIVER ESTATES LO Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: COPPER ENTERPRISES Rotate Angle: 0 Street: 5002 HICKORY DRIVE Permit Office: ST. LUCIE COUNTY Cross Ventilation: County: St. Lucie Jurisdiction: Whole House Fan: City, State, Zip: FT. PIERCE, Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_VERO_BEACH_MUNI 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Block1 1666 14994 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1666 14994 Yes 1 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 175 ft 0 1666 ft2 ---- 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 1805 f12 346 ft2 Light 0.6 No 0.9 No 20 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1666 ftz N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Cathedral/Single Assembly (Unvented Main 20 Blown 1666 ft2 0.11 Wood 6/21/2018 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: INDIAN RIVER ESTATES LOT 9 Builder Name: COPPER ENTERPRISES Street: 5002 HICKORY DRIVE Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number: Owner: INDIAN RIVER ESTATES LOT 9 Jurisdiction: Design Location: FL, Fort Pierce County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1548.0 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=9.0 1353.00 ft2 2. Single family or multiple family Single-family b. Frame - Wood, Adjacent R=13.0 195.00 ftz 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A 10. Ceiling Types (1666.0 sgft.) R= ft2 Insulation Area 5. Is this a worst case? No a. Cathedral/Single Assembly (Unvented) R=20.0 1666.00 ftz 6. Conditioned floor area above grade (ftz) 1666 b. N/A R= ft2 ft2 c. N/A R= Conditioned floor area below grade (ftz) 0 11. Ducts R ft2 7. Windows(221.8 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 333 a. U-Factor: Dbl, U=0.32 120.00 ft2 SHGC: SHGC=0.19 12. Cooling systems kBtulhr Efficiency b. U-Factor: Dbl, U=0.69 60.00 ft2 a. Central Unit 35.4 SEER:17.00 SHGC: SHGC=0.22 c. U-Factor: Dbl, U=0.32 28.00 ft2 SHGC: SHGC=0.22 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 13.83 ft2 a. Electric Heat Pump 35.4 HSPF:8.50 SHGC: other (see details) Area Weighted Average Overhang Depth: 5.110 ft. Area Weighted Average SHGC: 0.204 14. Hot water systems a. Electric Cap: 80 gallons 8. Floor Types (1666.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1666.00 ftz b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 55.04 PASS Glass/Floor Area: 0.133 Total Baseline Loads: 56.46 1 hereby certify that the plans and specifications covered by Review of the plans and O�THE ST,4p� this calculation are in compliance with the Florida Energy specifications covered by this✓ calculation indicates compliance Code. with the Florida Energy Code. PREP E Y: Before construction is completed CA DATE: '" this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. f,), �y'C COT D W64 with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 ALL PROJECTS require an envelope leakage test report with envelope leakage no greater than 7 ACH50 (R402.4.1.2). 6/21/2018 8:32 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 Planning 8 Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462.2172 Fax:(772)462.6443 REVIEW COMMENTS Page 1 PROPERTY INFORMATION Address: 5002 Hickory Dr. Owner(s): Cooper Enterprises 4.0 Llc City / State / Zip: Fort Pierce, FI 34982 Parcel #: 3402-608-0204-000/9 Jurisdiction: SAINT LUCIE COUNTY Zoning: Lot#: 9 Block: 46 APPLICATION INFORMATION Permit Number: 1706-0477 Stories: Automatic Sprinkler System? No Permit Type: BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS) CONTRACTOR INFORMATION Contractor Name: Stewart P Cooper Su Fax Number: Business Name: Cooper Enterprises 4.0 LIc Business Addr: 2511 Sw Regency Rd Stewart@Cooperentllc.Con struction City / State / Zip: Stuart, A 34997-1226 =Y REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released ADDRESSING ASSIGNMENT COMPLETE Lydia Galbraith 6128/2017 7/6/2017 7/6/2017 Comment: DOCUMENTS MISSING COMPLETE Lashahna Ingram 8/21/2017 8/21/2017 Comment: ENVIRONMENTAL REVIEW COMPLETE Lynn Swartzel 6/28/2017 6128/2017 6/28/2017 Comment: FRONT COUNTER REVIEW COMPLETE Lashahna Ingram 6/21/2017 6/21/2017 6/21/2017 Comment: NOTIFIED FOR PICK UP COMPLETE Audrey Humphrey 8/18/2017 811812017 8/18/2017 Comment: NOTIFIED FOR PICK UP COMPLETE Audrey Humphrey 8/18/2017 8/18/2017 8/18/2017 Comment: PLANS EXAMINER MECHANICAL COMPLETE Joe Cicio 7/20/2017 8/17/2017 8/17/2017 Comment: PLANS EXAMINER REVIEW COMPLETE William Durden 7/1912017 8117/2017 8/17/2017 Comment: