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Home My WebLink AboutSUBMITTED PAPERS[-DATE: _,) I k , -sl I SEES DUE: ( RECEIPT #: I Permit #: (' -A )c-,4, —tJ Planning & Development Services Department Building & Code Division 8C Virginia,1� 0 Ft. Pierce, FL 34982-5652 �t Tel.772-462-1553 � APPLICATION. FORSNSTRUCTIONS ROOF PERMIT cbun fy. De SEE REVERSEME FOR 1. Location/Site Address: a%j2_ 2. Parcel ID Number: Office Use Only Section Township Ran a Map Page Zoning Land Use I ' 3. Description of Project or Work Activity: 4. Total Roof Area (square feet): 6. Type of Roof: ] Fiberglass Shingle [ ] Coi [ ] Tar & Gravel ] Ma_�___ [ ] Product Approval required for all types of Roofing Material (2 Sets) ] All Commercial Roofmg requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required 7. Owner Inform; tionW.� 8. Name: i Address: City: �,4 &2 C A State' • Zip: Phone: 9. Value of Construction: $ Contractor Information FL Reg/Cert #: I-r-r j,IU -7-7 9 ( o County Cert #: .2 Business Name:; < �IPDA r . z r Cell Phone: "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compIianceAith all applicable laws regulating construction and zoning. r P T QUALI TE RS NAME SIGNAT OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF - ACKNOWLEDGED ACKNOWLEDGED BEFORE ME THIS DAY OF �� 20 L , BY Ns icy A.— .f_ Q) C1J WHO E ONALLY O ✓ TO ME OR HAS PRODUCED QS.IDENTIFICATION �-ju�s � cum �► � _ } .p.G .. -4ftNATU-Ry-01'FN-0TARL1V YPE O PRINT NAME O NOTARY �n c COMMISSION NUMBER '1 Cofl111NS W-4 961& NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT.,..,MAX FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. [era Revised 4/26/2010 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3924970 OR BOOK 3; PAGE 2797, Recorded 02/13/2014 at ,.0 PM NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of St. Lude The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. ..PC 3) s-4j m, Owner infopnation or Lessee Inferpution If the Lessee contracted for the Improvement: Name / d.wf 1 + (-NAO I A c hA,.nl. . J4e Address SW -3 I&M kin 124-Ach Fi �t/9 Interest in property:_,dK" Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Phone Number: Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and address: Phone number. Lender Name: Phone Number. Lenders address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713,13(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of Uenor's Notice as provided In Section 713.1 1) (b), Florida Statutes. Phone number of person or entity designated by owner. to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pe Ity of perjury, I declare th ve read the foregoing notice of commencement and that the facts stated therein are true to the best of m`y/kno�anbe� T (Signature of Owner or Lessee, nets r Lessee's Authorized Officer/Director/Partner/Manager ai p v (Sf tory'sTitle/Office) The foregoing instrument was acknowledged before me this44day of.JrZb— , 20d By of Person as T �l'� Q Y fore' rn far cAti �r �/� Ty of �4f}i rustee Party on behalfof wh Instrument as executed Aystftw �� SW d Raldl ersonaliy known_ or produced Ident�cation� (SW S ure of otary Publk -State of Florida) # EE9516 (Print, Type, or Stamp Commissioned Name of Nota Pu b M2014 T e of Identification produced STATE Of FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFYTHATTHIS IS A TR 1E'""D CORRECT COPY V-T14E Ohl GI W24 I , By Qt PAUL WELCH INC. Fne C anical Electrical Civil Engineering ..1984 S. W. Biltmore St. Suite# 114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Fax (772) 785-9933 February 12, 2014 Re: Dougherty Roof 5503 Deleon Ave Fort Pierce, FL 34951 SCOPE OF WORK-. Remove existing roofing and install new 5-V Crimp Metal Roof (Sunlast Metals FL # 10490.6) at above referenced residence address over new underlayment and existing plywood sheathing. DESIGN CRITERIA: FBC 2010 ASCE7-10 PROJECT DATA: BUILDING HIEGHT = 8'-0" A= 3.5' MEAN ROOF HIEGHT = <15' ROOF ANGLE = 3:12 SHAPE = PITCHED GABLE ADJUSTMENT FACTOR =1.00 RVIPROTANCE FACTOR =1.00 WIND VELOCITY V ult =160 MPH WIND VELOCITY V asd =124 MPH EXPOSURE = B ENCLOSURE CLASS = ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = -0.18 APPLIED UPLIFT DESIGN PRESSURES ON SLOPED ROOF (Dsf): ZONE 1 (Field) = -25.3 ZONE 2 (Perimeter/ Ridge) = -42.7 ZONE 3 (Comers) = -62.8 5503 Deleon Ave Fort Pierce, FL 34951 1 of 3 ATTACHMENT REQUIREMENTS: Metal roofing to be attached with Hex -Head wood screws with Weather Seal Washers (WSW) #10 x 3/16" minimum penetration through deck spacing as follows: ZONE 1 (Field): ROW SPACING =16" O.C., FASTENER SPACING =12" O.C. ZONE 2 (Perimeter/ Ridge): ROW SPACING =16" O.C., FASTENER SPACING = 12" O.C. ZONE 3 (Corners): ROW SPACING = 8" O.C., FASTENER SPACING =12" O.C. Method # 1 ACCEPTABLE FOR ZONES # 1 & #2 Method #2 ACCEPTABLE FOR ZONES #3 Method #1 Design uplift Pressure: -50.5 psf Method #2 Design uplift Pressure: - 106.75 psf DECK INSTALLATION: Re -nail all plywood sheathing (19/32" thick minimum) with 8D ring -shank nails at 4" O.C. perimeter and 6" O.C. field for all zones. All work to be in compliance with product approval (FL # 10490.6), manufacturer's specifications, and the Florida Building Code 2010. Submitted by: PAUL LCH INC. Paul elch, P.E. Reg. No 29945 PW:pj 5503 Deleon Ave Fort Pierce, FL 34951 2 of 3 Ur I ROOF ZONE PLAN A=3' Q,Q,03 = ZONE DESIGNAHON (TYPICAL) 5503 Deleon Ave Fort Pierce, FL 34951 m Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 February 12, 2014 3 of 3 Flonda Building Code Online Page 1 of 3 fllolrlda 0.cpYeetf BCIS Home i Log In User Registration I Flot Topics j Submit Surcharge Stats & Fact Publications 4 FBC Staff t BCIS Site Map Unks ; Search Busines (, Appraval Professi nal*Product USER: Public User Regulation Product Aohxoval Menu > Product or Acoliration Search > Application List > Application Detail FL # FL10490-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Sunlast Metal Address/Phone/Email 2120 SW Poma Drive Palm City, FL 34990 (772)223-4055 flvalidation@yahoo.com Authorized Signature James L. Buckner P.E.@CBUCK Engineering jimmy@cbuckinc.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 the James L. Buckner, P.E. @ C-Buck, Inc. Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By Steven M. Urich, PE Z, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL10490 R3 COI CertOflndeo.odf Standard Year TAS 125 2003 UL 1897-98 2004 UL 580 with 1998 Revisions 2006 Florida Licensed Professional Engineer or Architect FL10490 R3 Eouiv Test Standard Eouiv odf Method 1 Option D ht n://www.floridabuilding.org/i)r-/t r,,--wp dtl.aspx?param=wGEVXQwtDqudsDrIH6I48z... 2/12/2014 Florida Building Code Online Page 2 of 3 Date Submitted 04/19/2012 Date Validated 04/21/2012 Date Pending FBC Approval 05/01/2012 Date Approved 06/11/2012 Summary of Products FL # IModel, Number or Name Description 10490.1 1 - "PBR" Roof Panel - 26 Gauge Steel, 36" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 R3 II 1 PBR WoodDeck EVALREPORT.pdf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-76.75 Evaluation Reports Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 1 PBR WoodDeck EVALREPORT.pdf and Conditions of Use. Refer to manufacturer's Created by Independent Third Party: Yes installation instructions as a supplemental guide for attachment. 10490.2 2 - "1 in. Nailstrip" Roof Panel - 24 Gauge Steel, 16" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 R3 II 2 Nailstrip WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, RE P.E. *31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-106.25 Evaluation Reports Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 2 Nailstrip WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes and Conditions of Use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 10490.3 3 - "1-3/4 in. Roof Panel - 24 Gauge Steel, 18" Width, Attached to Plywood Deck SnapLock" (Steel) w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FLIG490 R3 II 3 1.75SnapLock WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-156.75 Evaluation Reports Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 3 1.75SnaoLock WoodDeck EVALREPORT.Ddf Created by Independent Third Party: Yes and Conditions of Use. Refer to manufacturer's installation Instructions as a supplemental guide for attachment. 10490.4 4 - "1-3/4 in. Roof Panel - 0.032 Aluminum, 14" Width, Attached to Plywood Deck SnapLock" (Aluminum) w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 R3 II 4 1.75SnapLock Alum WoodDeck EVALREPORT.Ddf Verified By: James L. Buckner, P.E P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-114.25 Evaluation Reports Other: Refer to Evaluation Report for Limitations FLID490 R3 AE 4 1.75SnapLock Alum WoodDeck EVALREPORT.Ddf Created by Independent Third Party: Yes and Conditions of Use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 10490.5 5 - "copper clad stainless" Roof Panel - 0.016" Copper -Clad Stainless Steel, 16" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 R3 II 5 CopoerCladStainiess WoodDeck EVALREPORT.Ddf Verified By: James L. Buckner, P.E P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-76.75 Evaluation Reports Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 5 CopperCladStainiess WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes and Conditions of Use. Refer to manufacturer's installation instructions as a supplemental guide ment. 10490.6 j 16 - "5-V Crimp" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-106.75 Roof Panel - 26 Gauge Steel, 24" Width, Attached to Plywood Deck w/Optional Rigid Insulation Installation Instructions FL10490 R3 II 6 5V WoodDeck EVALREPORT.Ddf Verified By: James L. Buckner, RE P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuildina.org/Dr/ter atop dti.asiDx?t)aram=wGEVXQwtDqudsDrIH6I48z... 2/12/2014 Florida Building Code Online Page 3 of 3 Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 6 5V WoodDeck EVALREPORT.odf and Conditions of Use. Refer to manufacturer's Created by Independent Third Party: Yes installation instructions as a supplemental guide for attachment. 10490.7 7 - "Solar V" Roof Panel - 26 Gauge Steel, 17-1/2" Width, Attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 R3 II 7 SolarV WoodDeck EVALREPORT.odf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-106.50 Evaluation Reports Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 7 SolarV WoodDeck EVALREPORT.odf and Conditions of Use. Refer to manufacturer's Created by Independent Third Party: Yes installation instructions as a supplemental guide for attachment. ® Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :. Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do riot want your e-mail address released in response to a public -records request, do not send eledronic 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(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 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 dick here. Product Approval Accepts: M Credit Carg I SAFE http://www.floridabuilding.orglpr/pr app_dtl.aspx?param--vGEVXQwtDqudsDrIH6I48z... 2/12/2014 Sp@Cldl w r=tr1. C=ftxCN E X21f 1636"11Q Evaluation Report "5V Crimp" Metal Roof Assembly Manufacturer: Sunlast Metal, Inc. 2120 SW Poma Drive Palm City, FL 34990 (772) 223-4055 for Florida Product Approval # FL 10490.6 R3 :.J CBUCK, Inc. Certificate of Authorization #8064 Florida Building Code 2010 Per Rule 9N-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: "5V Crimp" Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck Prepared by: James L. Buckner, P.E., S.E.C.B. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 12-139-5V-S6W-ER Date: 4 / 16 / 12 Contents: Evaluation Report Pages 1— 7 CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuddnc.net ej r � a/esL. Buckner, P.E., SECS Florida f.E. # 11242 4-1-11Z- FL #: FL 10490.6-113 Date: 4 / 6 / 12 CBUCKering Report No.: 12-139-5V-S6W-ER Page 2 of 7 SP6211=14:5WU Struah em a 101, CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name: Product Category: Sunlast Metal, Inc. "5V Crimp" Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) Product/System "5V Crimp" Description: 26 gauge Steel roof panel mechanically attached to Plywood 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 Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32 (min.) or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: • Design Uplift Pressure: METHOD 1: - 50.5 PSF (Refer to "Table A" attachment details herein) METHOD 2:-106.75 PSF ` I _ FL #: FL 10490.6-113 Date: 4 / 6 / 12 Report No.: 12-139-5V-S6W-ER Page 3 of 7 spew-neaU St ictLwal ETigrievqing CBUCX Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06 — Test for Uplift Resistance of Roof Assemblies • UL 1897-04 —Uplift testfor roof covering systems • TAS 125-03 —Standard Requirements for Metal Roofing Systems Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04 adopted by the Florida Building Code 2010. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010, Section 1504.3.2. 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 9N-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 9N-3.005. Per Rule 9N-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 9N-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. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 9N-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 9N-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 10490.6-113 Date: 4 / 6 / 12 CBUCK E=Qineering Page Report No.: 4 12-139 7 SV S6W-ER SPEilaffu St'fu=tL wed a lQI1"x2ennQ CBUCK, Inc. Certificate of Authorization #8064 Components/Materials (by Manufacturer): Roof Panel: Material: Thickness: Panel Width: Rib Height: Yield Strength: Corrosion Resistance: Fastener: Type: Size : Corrosion Resistance: Standard: "5V Crimp" Steel 26 gauge (min.) 24" (max.) Coverage 1/2., 40 ksi min. In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Hex -Head Wood Screw with WSW #10 x 1-1/2" " Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Underlayment: Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 Insulation (Optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf (Ibs/ft3) min. Or Compressive Strength: 20 psi min. Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". FL #: FL 10490.6-113 Date: 4 / 6 / 12 Report No.: 12-139-5V-56W-ER Page 5 of 7 Ispecie f'y cs. i-ruchxdl eng ng CBUCK Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to drawings on Pages 6-7 of this report.) ■ Row spacing: Refer to Table "A" (along the length of the panel) ■ Fastener spacing: Nominal pattern of 12" o.c. (along the row, across the panel profile & at the top of corrugation peaks) ■ Rib Interlock: Lapped ■ Minimum fastener penetration thru bottom of support, 3/16". ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" METHOD 1: METHOD 2: Design Pressure: - 50.5 PSF -106.75 PSF Row Spacing: 16" 8" Fastener Spacing: 12" 12" Install the "5V Crimp" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 2010. 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. TAS 125-03 Uplift Test Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Report #: 0412-1017-05, Report Date: 02/22/06 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Sunlast Metal & Solar, Inc. Licensee # 385 3. Engineering Analysis By CBUCK Engineering 4. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 5. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) FL #: FL 10490.6-R3 Date: 4 / 6 / 12 CBUCK Engineering Page Report No.: 162-139-5V-56W-ER SpEaalafty cr. t-n-x--a' &rQr*a%=.arQ CBUCK, Inc. Certificate of Authorization #8064 Installation Method Sunlast Metal, Inc. "5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck Profile Drawings 24" Maximum. Net Coverage c N "5V Crimp" Panel Typical Panel Profile View Nominal 12" o.c. I Nominal 12" o.c. Fastener Spacing Across Panel Width #10 Hex -Head Screw with WSW Spaced 12" across the Panel Assembly Profile View Typical Fastening Pattern Across Row • 1 FL #: FL 10490.6-R3 Date: 4/6/12 ®BUCK L—Qia ri g Page Report 12-139 -1 7-SV-S6W-ER �N spCiia•U Stn-m=rL wcsi e to wq--inQ CBUCX Inc. Certificate of Authorization #8064 Installation Method Sunlast Metal, Inc. "5V Crimp" (24 Gauge) Roof Panel Attached to Wood Deck Panel Fasteners - #10 Hex Head 15W or greater Plywood, or Insulation x maximum - Wood plank Typical Assembly Isometric View TABLE "A" METHOD 1: METHOD 2: Design Pressure: - 50.5 PSF -106.75 PSF Row Spacing: 16" s" Fastener Spacing: 12" 12" Planning & Development services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # III da ), P I AL �� [01 , licensed as a( �ontraqte/Engineer/Architect (Please print name & circle license type) *FS468pector *General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about % I did personally inspect the roof deck nailing (Date) work at: Jr�r� (��,1 &7�Y +O..- (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) sip i ature and Seal STATE OF FLORIDA COUNTY OF cjh L—e— License # Swot to and subs d ed before me this t 3 day of �C `J 20A by c C'yji,( . f Lo Who is pertly known to me or who has produced as identification. Notary Public, State of F d Signature of Notary: 7114- Commission Number: (Sea) En 01/19/2011 :v;<-ampton State of Florida My Commission # EE 961 EVires d*'10, 2014