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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: �FEESDYXJE: RECEIPT #: Permit #: Q� Planning & Development Services Department NT Building & Code Regulation Division Scq 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 t S y Tel. 772462-1553 Cie APPLICATION FOR ROOF PERMIT corny SEE REVE SIDE F9R INSTRUCTIONS 1. Location/Site Address: - 7 4/nl 2. Parcel ID Number: �I-/2c2 V.-L)ni) Office Use Only Section Township Range , Map Page 1, Zoningd Use I Initi v� 3. Description of Project or Work Activity: bp_r S�/U1lAl'_ Y1sd -t- jCcC,P 4. Total Roof Area (square feet): 5. Roof Pitch: 6. Type of Roof. [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] W od Shake / Shingle [ ]Tar &Gravel [ ]Modified Bitumen [!/Other �- [ ] Product Approval required for all types of Roofing Material (2 Sets) ] All Commercial Roofing 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 Information 8. Contractor Information Name:6 �&i I Al k j ya�M Address: &;, -7 A&ld City State: _r Zip: Phone: 2Z2 -, 9_ j/ 3 9. Value of Construction: $ c� FL Reg/Cert #: 1-C C 132 -7-7 !2 Co County Cert #: a�� C� Business Name: (S � a ,P pw) Cell Phone: 7U,-? �.? la,6 - 21!5�5 **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 complian ith al applicable laws regulating construction and zoning. llaCPQUALIFIERS/OWNERSS �Q� P NAME SIGNA IER UALIF/OWNER 7 STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF 20 �' , BY WHO IrANALLY O TO ME OR HAS ODUCED AS IDENTIFICATION Alm Hampwn SIGNATUREJ6F NOTARY TYPE OR bi MO NARY We of Florida COMMISSION NUMBE "'I Comfton # EE 9518 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENJ IN YUOUR P2A14 G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3924971 OR BOOK 31 PAGE 2798, Recorded 02/13/2014 at ].' ") PM Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT TAX Falb No.jt1W n:Z f - 4224—MN - 4 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. owner Information or Lessee Informallon If the Lessee contracted for the Improvement: Name F—#-AA1 .- 4 A &n 4-i4AA.A_Q- Address 1U37— UAW 6>`�1✓�l��ne� ! ii r ?ri4i7 - Interest In property: ag r Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Phone Number. 9= Q Lrn-11 QS Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number. Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sactlon 713.1311) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of Uenor's Notice as provided in Section 713.13(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. r penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of y kn ledge an e w (Signaturenaf or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Tide/Office) The foregoing instrument was acknowledged before me this'*day of�, 2qd /A BY (� as &q'9 for_6!dil 4-1461 ,.<,n�/L iD Name of Person Type of authority (e.g. officer, trustee) Piny on behalf of whom instrument was executed �, • A)yltl(rrom ersonallyknown— orproduced Identification t�. SIII Notary ub - Stake of Florida) , M so dp4ft (Pint, Type, or Stamp Commissioned Name of Not Ptiffri01it11til0il # EE %1E ypeof Identification produced Ellpirtts Jdy iM. 2014 STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY TH AT THIS iS A T9i1E ;-4D i,Q.4iPEC.T G0P`t Q,tr T14E a 0111C'i s JO`` T• EIi . s� By: DIN Florida Building Code Online Page 1 of 1 31 �us;aes: Profess:®gat ;guiai�an x, = �,. � ' � s".;ner;t� t�rirr Bare us'cxa�t un�! rixractinait s. 1 p. BCIS Home Log In User Registration Hot Topics Submil: Surcharge Stats & Facts Publications FBC Stzff BCIS Site Map Unks Search 3usinesProduct Approval r USM Public User lrofess r e r ; • i,t?^52 e``.: 0-:i•. +?: _{3;e `zi•k Product Amroval Menu > ?arch Search Criteria Code Version 2010 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Reanpt_a - ennliratinns FL# 11651.13 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FIA nm Manufacturer Validated By us FL11651-Ri Revision Gulf Coast Supply & Manufacturing, LLC. FL#: FL11651.13 Locke Bowden (334) 300-1800 Approved History Model: 26 Ga. 5V Crimp Description: 26 Ga. 5V Crimp over 15/32" Plywood Category: Roofing Subcategory: Metal Roofing -r�ppmvea oy.wnn. a� W —n— ve.mwewea.arw.r meu.oy me ru.anoforma iomFxussron Fr necessary. Contact Us:: 1940 North Nbnroe Street Tallahassee FL 32399 Phone: 850-487-1824 The S1a18 of Florida's an AA/EEO employer. Coovrieht 2007-2013 State of Florida.:: Privacy 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(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 care. The ernails provided may be used for official communication with the lice see. However email addresses are public record. If you do not wish to supply a personal adzes, 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 hie . Product Approval Accepts: =WERE pausumam Credit0Arej FE 4 PAe P. UPT hft://www.floridabuildino.org/-Dr/vr ariv lst.asrix 2/7/2014 FL# 11651.13 R1 L Force Enbaineering &Testing Inc. 19530 Ramblewood Drive Hurnble,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Go. 5V Crimp Roof Panel over 15/32" Plywood Florida Product Approval # 11651.13 111 Florida Building Code 2010 Per Rule 9N-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) NON HVHZ Product Manufacturer: GULF COAST SUPPLY & MANUFACTURING, I.I.C. 4020 S.W. 440 ' Street Horseshoe Beach, Florida 32648 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator• Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1-4 ♦`� E C E• E ::� i / nn . t. • l = N0.46! M I STA7EOF :ace 0RI RNM February+ �, 2012 Force Engineering & Testing Inc. 19530 R=blewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" coverage, through fastened roof panel with fasteners In the panel flat over Min. 15/32" Plywood decking. Non- S#lidurai Application. Panel Material/Standards: Material: Min. 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint finish optional Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" min. Width: 24" Coverage Rib Height: 3/8" major rib Panel Rollformer: Metal Rollforming Systems Panel Fastener: Substrate Description: Design Uplift Pressures: FU 11651.13 R1 #9-15 x 1-1/2" Woodgrip with sealing washing in the flat of the panel or approved equal, %" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2010. Table "A" Maximum Total Uplift Design Pressure: 94.25 psf 131.0 psf Fastener Pattern: 12"-12" 9.5"-2"-9.5" Fastener Pattern: 16" O.C. 16" O.C. 'Design Pressure includes a Safety Factor = 2.0. • ,,,�►j►►JJJJJJJ,, `�� � �•C £. E �,�, p Imo` y IVo.44fi •e . STATE OF : a mum t O N Air Februar''221012 Force Engineering & Testing Inc. 19530 Ramblewood Drive Hianble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: ■ UL 580-06 -Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04 - Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117--M53T-05 & 117-0331T-08 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID:1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard Is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. AAini =M Sbpe-Rm{ge: Minimum Slope shall comply with _Florida moulding Code 2=, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Underlayment Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1507.4.5. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. O '-�• STATE OF :f:f . �'. 4V 40���W AL 0 RI 9 A •?4'%�, �S IL FU 11651.13 R1 February 22, 2012 Force Engineerimg & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for puliout and pullover. Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. �� C tj,O �i fi ,�� Q•4y Ca M i+b.40s 3? ' fa• su,Ec� :��' W AL RI �t"� FL# 11651.13 R1 February 22, 2012 26 Ga. 5V Crimp over 15/32" Pl 5-V CRIMP EXPOSED FASTENER SYSTEM 24" O.C. NOMINAL COVERAGE TYPICAL FASTENER PATTERN -9-16 x 1%" WOOD SCREW W/WASHER No.44023 Its � r •r r r • FEB 09 2012 FASTENER PATTERN a@ PANEL E,.ND & LAPS JI- v r GULF COAST SUPPLY & MFG., INC. 4020 SW 448 STREET HORSESHOE BEACH, FL 32648 888-393-0336 e �r PAVE WELCH MC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite# 114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Fax (772) 785 9933 February 7, 2014 Re: Antetomaso Re -Roof 1037 Nettles Blvd Jensen Beach, FL 34957 SCOPE OF WORK: Remove existing roofing and install new 5-V Crimp Metal Roof (Gulf Coast Supply & Manufacturing FL # 11651.13) at above referenced residence address over new underlayment and existing plywood sheathing. DESIGN CRITERIA: FBC 2010. ASCE740 PROJECT DATA: BUILDING HIEGHT = 9'-0" A= 3' MEAN ROOF HIEGHT = <15' ROOF ANGLE = 5:12 SHAPE = PITCHED HIP ADJUSTMENT FACTOR =1.00 RSAPROTANCE FACTOR =1.00 WIND VELOCITY V ult =165 MPH WIND VELOCITY V asd =128 MPH EXPOSURE = D ENCLOSURE CLASS = ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = -0.18 APPLIED UPLIFT DESIGN PRESSURES ON SLOPED ROOF (usf): ZONE 1 (Field) _ -44.7 ZONE 2 (Perimeter/ Ridge) _ -75.5 ZONE 3 (Comers) _ -110.8 1037 Nettles Blvd Jensen Beach, FL I of 3 ATTACIFOENT REOUEREM ENTS: Metal roofing to be attached with #9 -15 x 1 1/2" long (minimum 1/4" penetration through plywood sheathing) Woodgrip screws with weather sealing washers spacing as follows: ALL FASTENERS IN THE FLAT OF THE PANEL ZONE 1(Field): Fasteners adjacent to ribs one side (Type 1 per product approval) at 1611 O.C. ZONE 2 (Perimeter/ Ridge): Fasteners adjacent to ribs one side (Type 1 per product approval) at 16" O.C. ZONE 3 (Corners): Fasteners adjacent to ribs both side (Type 2 per product approval) at 16" O.C. Zones 1 & 2 Design uplift Pressure: -94.25 psf Zone 3 Design uplift Pressure: -131.0 psf Zones 1 &2: 94.25 > 75.5 > 44.7 Therefore O.K. Zone 3: 131.0 > 110.8 Therefore fl:K. DECK INSTALLATION: Re -nail all plywood sheathing (15/32" 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 # 11651.13), manufacturer's specifications, and the Florida Building Code 2010. Submitted by: PAUL NELCH INC. Paul Welch, P.E. Reg. No 29945 , PW:PJ 1037 Nettles Blvd Jensen Beach, FL 2 of 3 k a xAa ROOF ZONE PLAN A=3 ' 1Q;Q2 ,Q3 = ZONE DESIGNATION (TYPICAL) 1037 Nettles Blvd Jensen Beach, FL Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 February 7, 2014 ' 3 of 3 26 Ga. 5V Crimp over 15/321, Pl 5-V CRIMP EXPOSED FASTENER SYSTEM 24" Q.C. ' NOMINAL COVERAGE TYPICAL FASTENER PATTERN —_9W15 x I-W WOO© SCREW WfWASSHER FASTENER PATTERN @ PANEL END & LAPS ,rtasrfrr�� 60 f 6. o, GULF COAST SUPPLY & MFG., INC. I r •, �`.•`�� 4020 SW 449 STREET % 4 'q�(.��; HORSESHOE. BEACH, FL 32648 00884 toss FEB 09 2012 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 # licensed as a Contracto * ngineer/Architect (Please print name & circle license type) *FS ilding Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. 0 On or about I did personally inspect the roof deck nailing; (Date) r Work at: lb43� UV4 D,S B 1 L/C (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.) License # STATE OF FLORIpA COUNTY OF ( tlli Swor to and subscribed before me this day of ,'-4 201, by Who is penally knX to me or who has produced as identification. Notary Public, State of Signature of Notary: v �p�� �o� A" Hampon Commission Number: (cal �� MofRodda En 01/19/2011 My Commission # EE 9518, Expires duly 18th, 2014