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Home My WebLink AboutSUBMITTED PAPERS1 ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 11 -1y SCANNED Permit Number:BY r - St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line Ova. PROPOSED IMPROVEMENT LOCATION: Address: S octoan ,Or Lo+ IGO Legal Description: i)-)l \Artfl II VOI (OAC i1J11 I)teSf0. CenCfcxnkn"ttnn O I Un )5D CthrlPi2D— Oe+r, ShCyrP In (�mrnon (O,flwAt-je tlo)C) W2 IOzS> Property Tax lD #: LNS I I R I l7 DIS1 - 000 Lot No. /5D Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: -}earU++ t?xi tirtg -A'ila8 ltf�-e-t'� 4�Ti�elvl- , i n Sta�.Q h 41 I2 le eoar, renal I dsck_ -to cocLe, r! ew M-P*Lf f-0 o -10 _.w"11111110- I CONSTRUCTION INFORMATION: III 11HVAC Li Gas Tank Gas Piping Electric 0 Plumbing ffF ❑Sprinklers Total Sq. Ft of Construction: � F J Cost of Construction: $ r� QII L 00 apply: Shutters❑ Windows/Doors Generator Roof S Ft. of First Floor: _ Utilities. SewerE]Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name,lari o arns Name: Address: -MQ SW tar�'tf'1 et. /� Company: All, ICI e QDO f\C3i City: M'lCLMi State: Zip Code: '�3 n5 Fax: Phone No. SAS- Cl2-(0 -3ic5`_� Address:3g21 S 4wc4) City: Fpr-r pi(Ze Stater Zip Code: 3LI0 $ Z Fax-111)-([Pl-1-toloOQ Phone No. (0 00 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: Jennl P oil LIYCrA YI)IlY1Y .LDM State or County License: Ccc oz (o On If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Name: R_ "knet'6LG Not Applicable TfSMf a91Y\c MORTGAGE COMPANY: Name: _ Not Applicable Address: ZSD a,) (�(; Address: City: t hpono R�er2 CX\ Zip:q Phone: Rlolo State: ft. 1$I •loggG City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: Name: _✓ Not Applicable BONDING COMPANY: Name: IiNot Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an � attobefore commencine work or recordine vour_ l ice of Commencement. 1 Lessee STATE OF FLORIDA COUNTY OF % i A A C� ir. The forming instrument was acknowledged before me this L day of �il`jl� 20 14 by STATE OF FLORIDA COUNTY OF 'UAACAe The forgoing instrument was acknowledged before me thisI day of K)OV 20_14 by C -\QArr'3 QJt Erg r'4s I cAwle'% �11 Cyr& (Name of person acknowledging) I (Name of person acknowledging ) (Signs ure f Notary bli St a Flora a ) Personally Known OR Produced Identification Type of Identification Produced Commission No. SONIA (Sign ture f Notary ubli - lorida ) Personally Known L/ OR Produced Identification Type of Identification Produced Revised 07/15/2014 ,ho��,,.' EXPIRES May 21, 2078 (407) 398-0153 FloridallotarySemice.com M SONIA EXPIRES May 21. REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS r DATE: 11/14/14 ENGINEERING & TESTING, INC. I BL ®®� Phone: (866) 781-6889 •Fax: (866) 784-8550 ii www.floridaenoineeringandtesting.com 250 S.W. 131h Avenue Pompano Beach, FL 33069 JOB ORDER #: 14-3653 CLIENT: All Area Roofing ADDRESS: 3921 S. US Highway 1 Fort Pierce, Florida 34982 PROJECT: Remis Residence 3/41' Tuff Rib Steel Roof Panel ADDRESS: 10851 S Ocean Drive # 150 Jensen Beach, Florida FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Proiect Information: Mean Height = 15' Exposure: C Basic/Ultimate Wind Speed: V"jt=170 mph Length= 35' Category: R Nominal Wind Speed: Vasa=V tt*Nb.6 Width = 13' Slope: 4/12 = 18.4° (asd = allowable strength design) Parapet Wall: N/A Residential K, = 0.85, Kzt = 1.0, Kd = 0.85 Note: The most conservative dimensions were utilized for the design calculations below. Design Calculations: Velocity Pressure: q = 0.00256*KX�tKdV2 Velocity Pressure (ti): q=0.00256(0.85)(1.0)(0.85)(170)2] = 53.45 psf Velocity Pressure (asd): q=0.00256(0.85)(1.0)(0.85)(170*N0.6)21 = 32.07 psf Width of Pressure Coefficient: 0.1(13') 0.4(15') Effective Wind Area: <10ft2 External Pressure Coefficient: 1) GCP1 = -0.9 2) GCP2 = -1.7 3) GCP3 = -2.6 Design Pressures Based on Vasd: 1.3' 6.0' 1 use: 3'0" Internal Pressure Coefficient: 1) GCP; = 0.18 1) Field P1 = 32.07*[(-0.9) — (0.18)] = -34.6 psf 2) Perimeter P2 = 32.07*[(- 1.7) — (0.18)] = -60.3 psf 3) Comers P3 = 32.07*[(-2.6) — (0.18)] = -89.2 psf Quality ' A§ .Insurance Page 2, 11114/14, Job Order #1' : 53 All Area Roofing - Remis Residence 3/4" Tuff Rib Steel Roof Panel 10851 S Ocean Drive # 150; Jensen Beach, FL: Attachment Requirements: FLO A Based on the requirements of Florida Product Approval # 11651.22 RI, Table A with maximum design pressures of-69.25psf and-159.25psf; the following are our recommended fastening patterns to attach the 36" wide 3/4" Tuff Rib Metal Roof Panel to the minimum 15/32" thick plywood decking utilizing #9-15 x 1-1/2" HWH Woodgrip fasteners with sealing washers or approved equal, sized to provide 1/4" minimum penetration through deck in the following fastener patterns and these fastener row spacings: Zones 1 (Field) 2 (Perimeter) & 3 (Comer) Max. Total Uplift Design Pressure -69.25psf -159.25psf Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"-2.5"-6.5"- 2.5"-6.5" Fastener Row Spacing 24" o.c. 12" o.c. Notes: Comers and perimeter (edge, hip, & ridge) area dimension shall not be less than a = TO" (Zone 2: Perimeter (including along ridges) is a 310" wide strip, Zone 3: Corners are 310" x 3'011) Our engineering attachment analysis is limited to uplift resistance only, therefore, it does not include waterproofing or aesthetic concerns as applicable. Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty (as applicable). All work shall be in compliance with the local building code product control notice of acceptance (product approval), the manufacturer's specifications and Florida Building Code 2010 Edition. Wind load calculations based on ASCE 7-10, FBC 2010 and information provided by client. All work shall be inspected by our field engineer (or authorized representative) or a building department inspector to verify compliance with specifications. Sincerely, X- I,Ivi Reza Javidan, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 Florida Building Code v �� ' ..mm; M""sy8tProfesslo�naIRgulaEonsr +�'a'�.Pk'`{�',-S.w/ jam, +'spy 'pftgyi �.+*p M1UBPRI�OMEp5pU1.OBPA oavAarvlSioP CQNtACI,GSPA • a. pepa t . . MIS Home Up 1. Uiaer itagistiIH... I Subrift SumhaMe Stals & III Putellutdons I IM Staff 1 MIS Sile Map I Unks I Search ... . ... Bgiusines I ' productApproval ,n si m USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL11651-R1 Revision 2010 Approved 0 Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-7852 ray@gulfcoastsupply.com Ray Bowen ray@gulfcoastsupply.com Roofing Metal Roofing UP Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received Terrence E. Wolfe PE-44923 Keystone Certifications, Inc. 04/12/2024 Locke Bowden ® Validation Checklist - Hardcopy Received FL11651 R1 COI Letter of Certf odf FL11651 RI COI Letter of Name cha oe odf Referenced Standard and Year (of Standard) Standard Year FM 4471 1995 FM 4471 2010 TAS 100 1995 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuildiniz.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2fl'... 11/25/2014 r Florida Building Code Online Page 2 of 3 N Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page = a Method 1 Option D 02/15/2012 02/23/2012 02/29/2012 04/03/2012 /D O Page 2/ 2 O W FL # Model, Number or Name Description 11651.21 26 Ga. Tuff Rib 26 Ga. Tuff Rib 36" Wide over 1 x 4 Wood Pulins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI 11 26 Ga. Rib over1x4 Purlins NONHVHZ details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-164.2PSF Created by Independent Third Party: Yes Other:-109.25 psf@ 24" o.c. fasterner spacing.-164.25" Evaluation Reports psf @ 12" o.c. fastener spacing. Install per manufacturers FL11651 RI AE 26 Ga. Rib Panel over 1x4 NON HVHZ Roof 2010 format.pdf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.22 26 Ga. Tuff Rib 26 Ga. Tuff Rib 36" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI 11 26 ca. Rib over 5 olvwood NONHVHZ details.rdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-159.2PSF Created by Independent Third Party: Yes Other: -69.25 psf @ 24" o.c. fastener spacing.-159.25 psf Evaluation Reports @ 12" O.C. fastener spacing. Install per manufacturers FL11651 R1 AE 26 Ga. Rib Panel over 5 Plywood NON HVHZ Roof 2010 format odf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.23 26 Ga. Tuff Rib 26 Ga. Tuff Rib Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 26 oa Rib over 5 plywood HVHZ Details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-159.2PSF Created by Independent Third Party: Yes Other: -71.75 psf @ 24" o.c. fastener spacing.-159.25 psf Evaluation Reports @ 12" o.c. fastener spacing. Install per manufacturers FLI1651 RI AE 26 Ga. Rib Panel over .5 Plywood HVHZ Roof 2010 format.odf details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.24 26 Ga. Tuff Rib 26 Ga. Tuff Rib Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI II 26 Ga. Tuff Rib over 1x4 and plywood details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-164.2PSF Created by Independent Third Party: Yes Other:-106.75 psf @ 24" o.c. fastener spacing.-164.25 Evaluation Reports psf @ 12" O.C. fastener spacing. Install per manufacturers FL11651 RI AF 26 Ga Rib Panel over 1x4 HVHZ Roof details. For use in HVHZ Zones. 2010 format.odf Created by Independent Third Party: Yes 11651.25 29 Ga. Tuff Rib 29 Ga. Tuff Rib 36" Roof Panel Wide over 1 x 4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL11651 R1 II 29 GA Rib over 1x4 ourlins NonHVHZ Details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-123.SPSF Created by Independent Third Party: Yes Other: -76.75 psf @ 24" o.c. fastener spacing. -123.5 psf Evaluation Reports @ 24" O.C. fastener spacing. Install per manufacturers FL11651 RI AE 29 Ga. Rib Panel over 1x4 NON HVHZf 2010 .odf details. Not for use In HVHZ Zones. Created by Independent Third Party: Yes 11651.26 29 Ga. Tuff Rib 29 Ga. Tuff Rib 36" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI II 29 Ga. Rib Panel over 5 Plywood NON http://www.floridabuilding.org/pr/pr an dtl.aspx?param=wGEVXOwtDcisOFc5K%2fr... 11/25/2014 " Wide over 15 TUFF -RIB EXPOSED FASTENER SYSTEM 36" O.C. NOMINAL COVERAGE i 9-15 X 1 %:" WOOD SCREW ' TYPICAL FASTENER PATTERN WASHER x 14-7/8 LAP TEK Y 1%' �- W/WASHER24"O.C.AND 7• CONTINUOUS TAPE SEAL REQUIRED IF LESS THAN 3/12 PITCH {• zva" —6/^—� 2%" —�:z/ —Gy. •...z Gi,..---�j*zG"� - - I - -�. i gbd•m FfvYN `•1�t�uaq��l V�r, EN`r, N0.44((9��233 November 8, 2008 FASTENER PATTERN @ PANEL END & LAPS i YaE a GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 - ,,Ogg g g l 8 11118,7 �.• NGE E, aaPB ° Oa G�• u\"� • _ N 4 • ATE OF ° a ••��`rS8ONA O`�go FEB 15 2012 fto 0r FwIft QCA 02M8 r 719530 gineering & Testing Inc. RnmblewoodDdve Humble,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. Tuff Rib Roof Panel over 15132" Plywood Florida Product Approval # 11651.22 R1 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, L-C. 4020 S.W. 4491h Street Horseshoe Beach, Florida 32648 Engineer Evaluator: Terrence E. Wolfe, P.E. ## 44923 Florida Evaluation ANE ID: 1920 Validator• Locke Bowden, P.E., FL #t49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1-4 `ttt t tt l l l ffl�,I `,,O�N,C E, P- C E N •�' STATE OF ; q i E 11 S , j,O 111111 1G,% FL## 11651.22 RI February 22, 2012 rForcengineering & Testing Inc. 19530 Ramblewood 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: Tuff Rib, %" Rib Roof Panel, Min. 26 Ga. Steel, 36" Wide, through fastened roof panel over 15/32" Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Minimum 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: 0.0185" min. Width: 36" Rib Height: ''%" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.22 RI #9-15 x 1-1/2" HWH Woodgrip with sealing washing or approved equal V 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: 69.25 psf 1S9.25 psf Fastener Pattern: 6.5"-2.5"-6.S" Fastener Spacing: 24" O.C. 12" O.C. "Design Pressure includes a Safety Factor= 2.0. CENSF�rt,i b' STATE OF : a ArOKIVA. fir, sm GprArma. nmr ��i 1 0Ne' Ytri"t`,` February 22, 2012 rForce Engineezing & Testing Inc. 19530 Ramblmood Drive HIIIT,ble,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 • UL1897-04- 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. 117-0062T-07A, B, Dated 02/19/2007 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. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be. used in the panelside 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. E. E �'bt•CE MCIA— S@�•O STATE OF ; ar scransee. �� . i2�� o ,rep i��rtrtrt�?G,,, FL# 11651.22 Rt February 22, 2012 F rForc7eEngineertng &Testing Inc. 19530 Rimblewood Ddi c Hntnble,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 pullout 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. FL# 11651.22 RI ,,,�1H 511 tl+r�t♦ �� E N S E. ✓~, 1y �� ♦♦ C E k S �! JOY STATE OF ; a 0 IL19 : o ,♦,,, rroNitttt�?G,% February 22, 2012