Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSOffice Use Only Section Township Range Map Page Zoning Land Use Initials I i �), 3 (Ps M ouei 3. Description of Projector Work Activity:—R ME 4. Total Roof Area (square feet): a�'&W 5. Roof Pitch: 3 : 12. 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ ] Other � t Ls I [VN.O.A. or Florida — Product Approval required for all types of Roofing Material (2 Sets) panel ] 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. Name. �P:©^(�1� 1411�1°► „C��lAY1(1 Address: ( o UOq 119 i V City: T©Vr ReYC.E State: L Zip: Sy9&? Phone: SR15.6Q 6 9. Value of Construction: $ Y6 SO Note Dry -in and Final Inspection Required Additional inspection may be required per Product Approval Contractor Information FL Reg/Cert #: JC I "� 2S � 1p 5 County Cert #: Business Name: .• 1��1�y10� _iq� ItJe Fees Due: Receipt #: CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information 6 ntai ed in this application is correct and that all work will be done in compliance with all applic le regulating construction and zoning. �1 E u %'J e PRINT QUALIFIERS/OWNERS NAME SIGNATURE O QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF�jr— ACKNOWLEDGED BEFORE ME THIS DAY OF 20JA _, BY WHO IS PER NAL KN TN V TO ME OR HAS PRODUCED AS IDENTIFICATION NOTARY PUBLIC -STATE OF FLORMA Kqe�1 . Nielsen SI NATURE OF NOTA Y TYPE OR PRINT NAME OF NOTARY y'=CommiSsl�uiiDD1000SSS 0 �/ ''•.,,,�,�,,.' Expires: JUNE 12, 2014 COMMISSION NUMBER�160 X" npNpspT�tunr nzCB0M1NGC0,WQ, 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. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3611467 OR BC, �1309 PAGE 2186, Recorded 07/21/2011 09:31 AM AFTER RECORDING RETURN TO: J. A TAYLOR ROOFING, INC. 392 MELTON DRIVE FORT PIERCE, FL. 34992 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement, 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:,3 1IoL' 11'3" OQ0I" UOf) ' D S?BDMSION BLOCK TRACT LOT SLOG UNITJOLIA �� LI 2. GENERAL DESCRIPTION OF IMPROVEMENT. 3.OWNER INFORMATION: a. N e C b. Address J c. interest in property &AVE d. Name and address of fee simple titlehold r (if other than owner) ' 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: J. A. TAYLOR ROOFING, INC. 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AN1?j3qND AMOUNT: _(J1IY 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: III fA 7. Persons within the State of Florida designated by Owner P. whom notices or other documents maybe served as provided by Section 713A3 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: N i IA B. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: Milk 9. Expiration date of notice'of commencemen (the expiration date Is 1 year from the dote of recording unless a different date is specified) 20_ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTEft THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1 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. Signature of Owner or' Print Name and Provide Signatory's Title/Office Owner's Authorized OfficerlDirector/Partner/Manager State of Florida Countyof set`n� LurlE The foregoing instrument was acknowledged before me this 1 _day of 1 1 4_ . 20 11 By C'1f'OV' jE �I �><KI as 0w►SE7,. (Printed name of person signing above) 1 (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument was executed) Pers nali Known_ or produced the following type of ID:y NOTARY PUBLIC-STATF. OF FLORIDA oflYen �. �.t �. Rsren S. Nielsen t r,�5 E (;�Irrvsu^:'• Ki)D100035f3 (Printed Name of Notary Public) (Signature of Notary u tic) :' fitviI. ;I 12, 2014 BONDEDWItU ATLMmceOND'"Co"tae, Under penalties of perjury, I declare that I have read the foregoing and that the facts In it are true to the best of my knowledge and belief (section 92.625, Florida Statutes). By: Signature(s) of Ow%er(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: (Signature) V (Printed Name) aer. 0e3g200?(R—d g) STATE OF FtORIDA ST. LUCIE COUNTY TN1^ 7n rro-r Iry TI4ATTHIS IS A TRL ORI By: Dal 10/ 12/ 2011 09: 44 7724688297 F r JATAYLOR PAGE 01/01 Public Works Department Code Compliance Division 2300 Virginia Avenue Ft. Fierce, FL 34982-5652 INSPECTION AFFIDAVIT RE. Permit 4, T ,licensed as a(n oil actor' Engineer/Architect/ (Please print Warne and circle iiccnSC type) l; S 469 Building Inspector* + Ccperal, Building, IV, csidential, or Roofing Contractor or any imlividual certified under 468 F.S. to make such an inspection. All affidavits must include photographs of each plane of the roof with the permit # or address # clearly shown marked on the (leek for aneh inspection. On or about I did personally inspect the roo ?. econddry water barrier ork at (c, :r... �, (Job Site Address) Based upon that; -xa.mfiiation I have determined the installation was doge according to the Hun icane Mitiga don Retrofit Manual (Based on 553.844 F.S). Signatu & Seal - License#CEIVED STATE OF FLOM OCT 12 2011 COUNTY OF Sworn to and subscribed before mo this day of 204 < , :;:L :: `. , : nty, FL Who is personally known _.31 or who has produced as identification. NOTARY hL't,?,IC 5TA7'L OF FLORIDA Nielsen Notary Public, State of Florida ,'Camtniss.ina#DD1000358 01UNP311,2014 . rioNlbt+i7 rtTa�r,,Tr,n>4 rtr: �nvntNGCo.,TNG Signature of N Commission No. , =aa cm19/27/07 (Seal) t- J rum• -� - / , - r� rr n -+ COMPLETE THE NECESSARY SECTIONS OF. THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Low Slope Application . Prescriptive BUR=RAS 150 Asphaltic Shingles Concrete or Clay Tile rMetalRoofs Shingles and Shakes HARVEY E. KOEHNEN Professional Engineer 32831 7205 Elyse Circle Port St. Lucia, VL 34952-3212 (77-2)�489-3035 fax ATTACHMENTS REQUIRED: - 4i. Fire Directvi-y Listing Page _ I v 2. From Product Approval: Front Page -. - Specific System'Desdrip-tibh Specific System Limitations General Limitations Applicable Detail Drawings - - •3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. other Component of Product Approval 5. Municipal Permit Application R fin Considerations (Reroofing Only) Required Sections of the Attachments Required Permit Application Form See'List Below. I 112,3,4,5,6;7 A,B,C A,B,C 4,5,6,7 AIgjp 1,2,4,5,6,7 A,,B;D,E 1,2,3,4,5,6;7 ✓ A gip 1,2,3,4,5,6,7 A B,D 1,2,4,5,6,7 As Applicable 11,2,3,4,5,6,7 6. I Owners Notification for oo g 7. Any Required Roof Testing/Calculation Documentation 15-55 2007 FLORIDA BUILDING CODE COMMEN l'A`' ROOF ASSEMBL:,,`AND ROOFTOP STRUCTURES 11 Fh rida BUildin-g Code Edition 2007 Uniform Permit Application Form. ' �p_•*-'fir.' A / s��•; •-�i lis-��rrp���E�ri� .. '- .. ' Master Permit No. Process No. Contractor's Name ts, p _ I Job Address (o4b% S m3L)IkM. 4-cVgr_- 17p— RQOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Metal Panel/-les ❑ Wood ShingleslShakes. Shingles ❑-PrescYiptive BUR-RAS 150 ROOFTYPE HARVEY E. KOEHNEN Professional Engineer,32831 ❑ New Roof Reroofing ❑- Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF} Steep Sloped Roof Area (SF) Total. (SF) J 2 �jOU 2 jtU Section. B (Roof.Plan) Sketch Roof Plan_ Illustrate all levels and sections, roof'drains, scuppers,'overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. i Interior Zones Roofs Zone VWalls - Zone 4 r % 7 s i AI{ , II Gable Roof (70< 0 _< 450) � . 1 Y End Zones Corner Zones Roofs - Zone 2IWalls - Zone 5 Roofs - Zone 3 2007 FLORIDA BUILDING- CODE COMMENTARY y . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES t 1 Florida Building Code Edition 2007. High -Velocity Hurricane Zone Uniform Permit Application Form - Section D (Steep Sloped Roof Systbmj Roof System Manufacturer: �1J LT=P-'[' 5aatE5 1101 Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations). P2: P3: Maximum Design Pressure (From the Product. Approval Specific System): — (2-4- e-94=- 8 IiARVEY E. IC®EFIPIEPI Si£e S-l- �!'�®o! S- S$�9� l.es.crl. Io�rofessional Engineer 32831 7205 Elyse Circle St. Lucie, 1~,L 3495.2-3212 r. Deck Type: PL14woo.9 Type Underlayment:& :I Roof Slope: _ 121 Insulation: _ Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: 16 k I 7'� o.` �yon9Er3 Adhesive Type: -- Type Cap Sheet: — Mean Roof Height: i 3 Roof Covering: ..Type & Size Dripn�.I NOTE•'' ` Edge: • Remove existing roofing to plywood • Repl(ace rotten plywood with49/32 CDX • Re-naireatire roof with 8d ring shank nails (0.113" diem. fail round head 2".1ong) Spaced 6" o e. at ends & Oep to trusses 2007 FLORIDA BUILDING CODE COMMENTARY 15-59 �, I I I 1 !0 Owl CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Evaluation Report Of Englert, Inc. "Series 1101" Metal Roof Assembly for Florida Product Approval # FL 11698.6 Florida Building Code 2007 Per Rule 9B-72 Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: "Series 1101 " Roof Panel Material: Steel NEN Panel Thickness: 24 Gauge l fessio nr E. Engineer 32 g Professional Engineer 32831 Panel Width: 16" 7206 Elyse Circle Support Type: Wood Deck Port St. Lucie, PL 34952.3212 (772) 489-3036 fax Prepared for: Englert, Inc. 1200 Amboy Avenue Perth -Amboy, NJ 08862 Prepared by: James L. Buckner, P.E. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 08-148-1101-S4W-ER Date: 10 / 22 / 08 Contents: Evaluation Report Pages 1 — 6 CBUCK, Inc. 1334 S. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Email: cbuck@cbuckinc.net J mes L. Buckner, P.E. Florida E. # 31242 ti FL #: FL 11698.6 Date: 10 / 22 / 08 ReportNo.: 08-148-1101-S4W-ER Page 2 of 6 eery IN, CBUCK, Inc. Florida Certificate ofAuthorization # 8064 Specialty Structural Engineering Manufacturer: Product Name: Product Category: Product Sub -Category Englert, Inc. "Series 1101" Panel Roofing Metal Roofing Compliance Method: State Product Approval Rule 9B-72.070 (1) (d) Panel Description: "Series 1101", Nailstrip, Steel Roof Panel attached to Wood Deck Panel Material / Standards: Material: Steel Yield Strength: 40 ksi minimum Corrosion Resistance: Material shall comply with the Florida. Building Code (FBC), .2007 Section 1507.4.3. Panel Dimension(s) Thickness: 24 gauge minimum Width: 16" (Maximum net coverage) Rib Height: 1" Support Type: Wood Deck (Design of support system is not included in this evaluation) Support Description: • 19/32" or greater plywood, or C Wood plank Slope Range: Minimum slope shall be 3 12 or greater in accordance with the Manufacturers recommendations and in compliance with FBC 2007, including Sections 1507.4.2 and 1504.7. Underlayment: Underlayment shall be per manufacturer's guidelines as required in FBC Section 1507.4.5 Fire Classification: Fire Classification .is outside the scope of Rule 9B-72, and is therefore not included in this evaluation. Additional approved substrates may be added for Fire Classification purposes. a m FL #: FL 11698.6 Date: 10 / 22 / 08 ReportNo.: 08-148-1101-S4W-ER Page 3 of 6 Engineering CBUCK, Inc. Florida Certificate ofAuthorization # 8064 Specialty Structural Engineering Attachment Component Roof Panel Fasteners Description: Size: #10 x 1" (3/16"minimum penetration through deck) Type: Pancake -Head wood screws Corrosion Resistance: Per FBC Section 1507.6.6 and 1507.4.4 Standard: Per ANSI/ASME B 18.6.1. Installation: Englert "Series 1101" Roof Panel to Wood Deck: ■ Fastener Spacing: 6" o.c. maximum (at the nailstrip, along the length of the panel and nominally within 3" from all ends) ■ Rib Interlock: Snap -Lock (Panel ribs shall be fully engaged to form an integral snap -lock.) Minimum fastener penetration or embedment into deck, 3/16". .V/ Design Uplift Pressure: - 124 PSF ( Safety Factor of 2 : 1 ) Install the system in compliance with the attached installation method. Refer to manufacturer's installation instructions as a supplemental guide for attachment. FL #: FL 11698.6 Date: 10 / 22 / 08 ReportNo.: 08-148-1101-S4W-ER Page 4 of 6 4' BUCK Engineering CBUCK, Inc. Florida Certificate ofAuthorization # 8064 Specially Structural Engineering Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 913-72.070 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Performance Standards: The product described herein has demonstrated compliance with: • UL580-94 — Test for Uplift Resistance of Roof Assemblies —with Revisions through February 1998 • UL 1897-98 — Uplift test for roof covering systems • TAS 125-03 —Standard Requirements for Metal Roofing Systems Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2007, Section 1504.3.2 Evaluation Report Scope: This product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code, as related to Rule 913-72. System Limitations: The required design wind loads shall be determined for each project per FBC, 2007, Section.1609. The maximum fastener spacing listed herein shall not be / exceeded. Any rational analysis computations shall be prepared by a qualified ✓ design professional and in compliance with FBC 2007, Sections 104, 105, 106. Any extrapolation shall address fastener spacing and panel interlock strength. This report does not evaluate use of this product in the High Velocity Hurricane Zone. Referenced Data: 1. TAS 125 Uplift Test By Hurricane Test Laboratories, Inc. (FBC Organization #TST ID: 1527) Report #0155-0714-04, Specimen #1 Date: 9/21/04 2. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Englert, Inc. Licensee # 420 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization# ANE ID: 1916) 4. Engineering Analysis By CBUCK Engineering Report #CO8-148, Dated 11/21/08 11 - \ l ��` � 1 FL #: FL 11698.6 Date: 10 / 22 / 08 ReportNo.: 08-148-1101-S4W-ER Page 5 of 6 Engineering I CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Installation Method Englert, Inc. "Series 1101" (24 Ga. Steel) Roof Panel Attached to Wood Deck Integral Snap Lock Profile Drawings 16" Panel Profile 16" o.c. n #10 Pancake -Head Screw Typical Assembly Profile View Wood Deck 3/4" • �� FL #: FL 11698.6 ' 4 Date: 10 / 22 / 08 Report No.: 08-148-1101-S4W-ER Page 6 of 6 Engineering CBUCK Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Installation Method Englert, Inc. "Series 1101" (24 Ga. Steel) Roof Panel Attached to Wood Deck rr- &---- 19/32" Wood Deck. Typical Assembly Isometric View "Series 1101"