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Home My WebLink AboutSUBMITTED PAPERS1�;x.Zia • �� DATE: FEl`• 1. Location/Site Address: RECEIPT #: Permit #: (O Planning & Development Services Department Building & Code Regulation Division GAIyNE� 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 BY Tel.a7i4 -1553 St LUCIe QQ�Inty APPLICATION FOR ROOF PERMIT SEE REVERSPF SIDE FOR INSTRUCTIONS 2. Parcel ID Number: ,_3-�,/ 9 n; Q - !: 46, - non. -7 .k, Office Use Only Sectio:n:::J::T:ownship Range Map Page Zoning Land Use Initials 3. Description of Project or Work Activity: 4. Total Roof Area (square feet): Z&OLD 6. Type of Roof: [ ] Fiberglass Shingle [ ] Tar & Gravel [ ] Modified Bitumen O er [4q Product Approval required for all types of Roofing Material F Se i [ ] All Commercial Roofmg requires design by an Engineer or Architect (2 Sets) with Product [ ] Concrete Roof Tile 5. Roof Pitch: / 5 //-:2- [ ] Wood Shake / Shingle Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: T 0 A t (JY1 1 A- I' �W WS k(� Address: City: State: CL Zip: Phone: Jib /3 3 FL Reg/Cert #: L CA 15 a 4-e-z-1 `7 —7 County Cert #:�� Business Name:,,/,��91-1 �2 40A 11 /L�p CellPhone: 2l �lo BDZ� 9. Value of Construction: $ �] Q(p o.Cp "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 co 'ance with all applicable laws regulating construction and zoning. PRINT Q ALIFIERS/OWNERS NAME i9lbNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF 5 c ACKNOWLEDGED BEFORE ME T� HIS DAY OF 20 1 ,BY O IS PERSOJ`TALLY OWN ✓ TOME OR PRODU D p18ERT MY COMMI SSION 0 DD837776 SI ATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY EJCpItFq. N November 1As = CO,1.900-3•NOTARY Notary Dismount Assoc. � COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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 # 3657364 OR BO(`�348 PAGE 1335, Recorded 12/16/2011 -)1:02 PM NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Stames the following information is provided in the Notice of Commencement I. DESCRImoNN OF PROPERTY (Legal description and street address, if available) TAx FOLIO NUMBSR�, �{ Ski/' /(A(l Cyro •7 SUBDIVISION tR V[rJOQf/e BLOCK _�_TRACT I,011--�2 BLDO UNrr c�//gll��' 2 OENERALDP�BpNOPD1RROvfCMLNT: �FL �i.. n..Cv�,l.4�i�is.c�z.il�Cp fr'"X 0 iA%?7 ahr .�rkzp-'/ArA P 3�/9P3 3. OwNERINFORMATIoN: ramwieProputy Ota)A!G R d N.me.ad addrer arlm �mpte4dehddaQraMchhaa oYmc) 4. CoNTRAcroirs NAw ADDRrssANDPHoNmIlumER.• A 11_ rrIA11. Yfno 5. SURLrY'SNAM7, 6. LENDER'S NAME, ADDRESSAND PHONE NUMBER: 7. Persons wjthin 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, ADDRESS AND PHONE NUMBER: I. In addition to himself or herself, Owner designates the following to receive a copy ofthe Lienoes Notice as provided in Section 713.13 (1) (111 Florida Statutes: NAM>Z.ADDRESSAND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different data is specif➢ed$ _; 20 . rc I 9 1212812011 09:16 1 ' r , i (FAX) ., P.0021002 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 # Wa—wo(p I, ( i kKLF-- 5 }Cd lz-b 4 , licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *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: 1 � SF �� GL �'�� , �D I✓ �C .e-�L.-� ( L � (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.) Signature and Seal CCC 132C 1 Tj License # STATE OF FLO 1,DA COUNTYOF 26. Sworn to and subscribed before me.this day of 20 by CAV1)rk) ik JC4—yl r 4Who is personally known to me o +�s*asjrreVMd as identification. Notary Public, State of1Fridawo,.�z,,,�, Signature of Notary \ �"SY •iENNIFER O �a MY COMMISSION # DD83777b Commission Number. (SLI-NDTARY �IRFS:MO—ba12,2012 fl. NOWY Disepum As,= co. En 01/19/2011 ` -' vv' - r ®IEC 2 2011 public \forks FL St. Lucie County, FILE COPY., ENGINEERING & TESTING, INC. Phone: (866) 781-6889 •Fax: (866) 784-8550 iiivw.floridaengineeringandtesting.com 250 S.W.13"' Avenue Pompano Beach, FL 33069 DATE: 12/16/11 JOB ORDER #: 11-2933 CLIENT: All Area Roofing ADDRESS: _ 3921 S. US Highway 1 Fort Pierce, Florida 34982 PROJECT: Beniamin Dombrosky Residence 5V Crimp Metal Panel ADDRESS: 184 S.E. Celestia Court Port Saint Lucie, FL 34983 ASCE 7-05 DESIGN PRESSURE CALCULATIONS Proiect Information: Height = 9' Exposure: C Basic Windspeed: V=140 mph Length = 5l' Category: II Importance Factor: I=1.0 Width = 37' Slope: <7° KZ = 0.85, Kd = 0.85 Parapet Wall: < 3' Design Calculations: Velocity Pressure: q = 0.00256*[(0.85)(1.0)( 0.85)(140)2(1.0)] = 36.25 psf Width of Pressure Coefficient: 0.1(3T) = 3.7' 0.4(9') = 3.6' ) use: 4'0" Effective Wind Area: <1Oft2 For parapet height three feet (T) or larger, zone three (3) can be treated as zone two (2) (ASCE 7-05). External Pressure Coefficient: 1) GCP1 = -1.0 2) GCP2 = -1.8 3) GCP3 = -2.8 Internal Pressure Coefficient: 1) 1r � X,f Quality \'A jy. 8wfrance GCPi = 0.18 w e , Page 2 12/16/11, Job Order # 11-2933 All Area Roofing Benjamin Dombrosky Residence - 5 V Crimp Metal Panel 184 S.E. Celestia Court; Port Saint Lucie, FL: Design Pressures: 1) Field 2) Perimeter 3) Corners Attachment Requirements: P1 = 36.25*[(-1.0) — (0.18)] _ -42.8 psf P2 = 36.25*[(-1.8) — (0.18)] _ -71.8 psf P3 = 36.25*[(-2.8) — (0.18)] _ -108.0 psf Based on the requirements of Florida Product Approval FL # 12076.1 with a maximum design pressure of-131.lpsf at fastener row spacing of 6"o.c.; the following are our recommended panel attachment for the 24" wide 5V-Crimp Metal Panels with (5) 1/2" high ribs with # 9 x 2" wood screws with self sealing washers: Field Fastener Rows Spaced at a Maximum of 36" o.c. Perimeter Fastener Rows Spaced at a Maximum of 36" o.c. Corners Fastener Rows Spaced at a Maximum of 36" o.c. Install Fasteners per Typical Panel Installation X-Section on Drawing No 1707-1, Sheet 1 of I Notes: Corners and perimeter area dimension shall not be less than a = 4'0" 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 and manufacturer specifications and Florida Building Code 2007 Edition. Wind load calculations based on ASCE 7-05 and information provided by client. All work shall be inspected by our field engineer (or authorized representative) or a city inspector to verify compliance with specifications. Sincerely, Mark A. Mesiano, P..E. _ Florida Engineering& Testing, Inc. Florida Reg. No. 48202 - Certificate of Authorization No. 6923 ��.;� F �`� �•�g$,s `fir a �z46 �� ✓r s', 'y��«`.,s"`� 1 / [ 'bs+'knv+.am ;"� Fit lda tRprii mento BCIS Home Log In User Registration i Hot Topics I Submit Surcharge Stats & Facts i Publications i FBC Staff BCIS Site Map i Unks i Search Business Professi�a� �1,•„ 1 Product Approval I" lJ��"�� t� USER: Public User Regulation Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL12076-111 Application Type Revision Code Version 2007 Application Status Approved Comments Archived t l Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (812) 218-7342 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@metalsales.us.com 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 L Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Bala Sockalingam developed the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 02/10/2014 Validated By Yoosef Lavi, P.E. R1 Validation Checklist - Hardcopy Received Certificate of Independence FL12076 RI COI CertificateIndePend ence.odf Referenced Standard and Year (of Standard) Standard Year ASTM G155 2004 FM 4470 1992 TAS 125 2003 UL 1897 1998 UL 580 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/03/2010 Date Validated 05/10/2010 Date Pending FBC Approval 05/17/2010 Date Approved 06/08/2010 of Products FL # IlModel, Number or Name IlDescription 12076.1 5V-Crimp 26 ga., 24" wide through fastened roof panel over plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL12076 R1 II D1707 01.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-131.1 Evaluation Reports Other: 41.6 psf @ fastener spacing of 36" oc and 131.1 FL12076 RI AE EValuationReportC1707 l.pdf Created by Independent Third Party: Yes psf @ fastener spacing of 6" oc 12076.2 Clas is Rib Min 29 ga., 36" wide through fastened roof panel over plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL12076 R1 II D1707 02.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.5 Evaluation Reports Other: 68.4 psf @ fastener spacing of 24" o.c. and FL12076 R1 AE EvaluationReportC1707 2.pdf Created by Independent Third Party: Yes 138.5 psf @ fastener spacing of 12" o.c. eacic Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(a)dbpr.state.fi.us. Product Approval Accepts: ® e0iM 5CCUr1LVIALT RICE verislgn Trusted , vewr— PANEL ROOF PANEL (REF. NOTES & PANEL DETAIL) \ SEE DETAIL 2 -(SEE DETAIL 1 BD x 2.5" LONG RING SHANK NAIL OR #8 x 2" LONG WOOD SCREWS SPACED ® 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. UNDERLAYMENT SHALL BE INSTALLED \- MIN. 2X_ WOOD RAFTER/JOIST/ AS PER MANUFACTURERS INSTALLATION TRUSS AT X 4 GUIDELINES TYPICAL PANEL INSTALLATION X- S ECTI O N #9 X 2" WOOD SCREWS WITH SELF SEALING WASHER UNDERLAYMENT J10 v 0" w— cr— I INf1FPI AN DETAIL 1 DETAIL 2 26 GA. PANEL PLYWOOD 19/32" THICK (MIN.) 5 GA. PANEL _ 'WOOD 19/32" THICK (MIN.) PANEL FASTENER PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. ALLOWABLE UPLIFT PRESSURE FASTENER PRESSURE SPACING (PSF) (IN) 36 41.6 6 131.1 GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ALL ROOF PANELS ARE SHALL BE 25 GA. (t = 0.0169"). EFFECTIVE COVERING WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 0 No F, N W a �N NOO M W my I o N n� I y =y O lJjyJ 0 �o �Ln 0 LO t O O x O0 p u n a a yem z =gyp u a z1O U OW i '^d OF EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' FLORIDA PRODUCT APPROVAL #FL 12076.1.-Rl ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1.216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (2 Pages including cover) Installation Details (1 Page) ` SOCKAL Report No. C1707-1 No. 62240 •�� Date:5.3.10 70 * 115 S� �7A7E OF` 2 S. 3. 10 G • Manufacturer: Product Name: Panel Description Materials: Deck Description: Deck Attachment: Underlayment: Slope: FL #12076.1-R1 C 1707-1 5.3.10 Page 2 of 2 Metal Sales Manufacturing Corporation 5V-Crimp Panel 24" wide coverage with (5) 1/2" high ribs Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Minimum 26 ga., 50 ksi steel. 19/32" thick plywood 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. in the plywood field and edges , Minimum underlayment as per FBC 2007 Section 1507.4.5 1/2:12 or greater in accordance with FBC 2007 Section 1507.4.2 Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 131.1 psf @ fastener spacing of 6" o.c. Fastener Pattern: At panel ends #9 x 2" long SDS @ 6" o.c. across panel width At intermediate #9 x 2" long SDS @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL-580-94 (Rev 98) `Uplift Resistance of Roof Assemblies' and TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2007 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2007 Section 1609. The maximum fastener spacing listed herein shall not be exceeded. This product is not approved for use in the High Velocity Hurricane Zone. Supporting Documents: TAS 125-03 & UL-580 Test Reports Farabaugh Engineering and Testing Inc Project No. T181-05, Reporting Date 7/21/05 (Tests #1 & 2) Project No. T284-08, Reporting Date 11/19/08 ASTM G 15 5 Test Report PRI Construction Materials Technologies PRI08013, Reporting Date 5/12/08