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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLIC BLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: �,eC- ?A SCANNED Permit Number: I` 1 ( a — I BY 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 1 1(0©4— I PROPOSED IMPROVEMENT LOCATION: III Address: C Legal Description: 1ouJ ct/ Property Tax ID#: u15 6 ✓1.—GjO II-0303-oa0-3 Lot No.. Site Plan Name: Block No. Project Name: Setbacks Fr Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: III [�,M due- Sht l,e d� 7/ tiYL0 S—vCr_tiWf oo Si � ci/rx pI�f% CONSTRUCTION INFORMATION: Additional wor to e e orme under this permit- check all appli ❑y: HVAC. GasTank ❑Gas Piping _Shutters ❑ ndows/Doors ❑Electric ❑ Plumbing ❑Sprinklers ❑ Generator _ Roof Total Sq. Ft of Construction: le�2 ©O 5 Ft. of First Floor: Cost of Construction: $ S� 6 G0 Utilities: _ Sewer ❑ Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name r Z e Name: Sa&v� 4 C c5 � Address: S oc-e0.vt Ott` Company: sun'!SWte ecgaIn3 G•L. _ City: •.�NScdll 1361 State: r(L Zip Code: V 4,32 Fax: — Phone No. Address: PO BoV dOo City: PA Ci Zip Code: Si tl Phone No. State: Fax: C1—g1� E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: 51 ^(h ik a a0@ Iyi^' II C PL`iVtcut State or County License: Gar 139-�? If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLEHOLDER: _ Not Applicable Name: Address: City: Zip: Phone: BONDING COMPANY: Name: Address: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. _Not Applicable 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 attorney before commencingwork or recording vour Notice of Commencement. "I-% Lessee Signature STAT OFFLORIDA1 _'� FLORIDA COUNTY OF �� COUNTY OF The forgoing instr t was acknowledged before me en this L day of J 20 14 by Commission No. Revised 07/15/2014 The forgoing instpMent was acknowledged before me this_ ay of- JZPC-, 20__g by person State HUFF dduced Id tification ersonal yfCribiivq OR Produced Identification 2015 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS JOSEPH E. SMITH, CLERK OF THE ~ CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 4018214 OR BOOK 369, --AGE 2155, Recorded 12/02/2014 at 12 PM Permit No. — State of Florida County, of St. Lucie NOTICE OF COMMENCEMENT �(� lq Tax Folio No. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter Tl3, Florida Statutes, the following information is provided in this Notice of Commencement Name C Address 1 (1 2 C4 '1 'F Interest in property. Name and address of fee simple titleholder (if different from Owner listed above): hifiG Phone Surety (if applicable, a copy of the payment bond is attached): Amount of Name and address: Lender Name: lendersaddress: 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)T., Florida Statutes: Name: Phone Number- Address - In addition to himself or herself, Ownerdesignates of to receive a copy of the Lanes Notice as provided in Section Tl (1)(b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of comtmction and final payment to the contractor, but will be 1 yearfmm the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OFTH.E NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 733, 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 HRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and Mat the facts stated therein are tme to the best of my kn..Le.,e,and belief. „p O1 CJw�p�er�Or(Lessee, Leesssse¢ Or Owners or Lessees Authorized Officer/DireCor/Partner/Manager (Signatory's Title/Office) t� The ore oing instrument knowledged before me tthis O_ day of C , 20Ly/, as/G/vVC for amefPerso Type of authority(e.g. officer, trustee) Pa rty on behalf of whom instrument was executed '`�"�. AlY59 NAYPTON Personally known_ or produced Identification ( gnaNt4 Notary Pub -StMe of Flori¢s'� a ub1iC-Sbls alibrYs (Print, Type, or Stamp Cammissionetl Narye grl�f Mp, Expires Jul 1E, 201E Type of Identification produced S.rrnp Comnissbn I FF 11990E STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. 4 By, TH, CLERK KJ tY I rk Date: p a r.� +' a copy November 26, 2014 PAUL WE] Mechanical Electric< 1984 S.W. Biltmc Port Saint Luc Phone (772) E-mail nwelch Re: Coe Re -Roof 10725 S. Ocean Drive Lot 98 Jensen Beach, FL 34957 SCOPE OF WORK: Remove existing roofing and install new 5-V Cr at above referenced residence address over new DESIGN CRMIUA: FBC 2010 ASCE7-10 PROJECT DATA: BUILDING HIEGHT =10'-0" A= 3' MEAN ROOF HIEGHT = QO' ROOF ANGLE = 3:12 SHAPE = PITCHED GABLE ADJUSTMENT FACTOR =1.00 IMPROTANCE FACTOR = 1.00 WIND VELOCITY V utt=165 MPH WIND VELOCITY V asd =128 MPH EXPOSURE = D ENCLOSURE CLASS = ENCLOSED BUILDINi INTERNAL PRESSURE COEFFICIENT = -0.18 ZONE 1 (Field) _ -41.6 ZONE 2 (Perimeter/ Ridge) _ -70.2 ZONE 3 (Corners) _ -103.2 10725 S. Ocean Drive Lot 98 Jensen Beach, FL 34957 M INC. Civil Engineering St. Suite#114 FL 34984 5 - 9888 Metal Roof (Sunlast Metals FL # 10490.6) :rlayment and existing plywood sheathing. Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 November 26, 2014 1 of 3 ATTACHMENT REOMEMENTS: Metal roofing to be attached with Hex -Head woc 910 x 3/16" minimum penetration through deck with Weather Seal Washers (WSW) as follows: ZONE 1 (Field): ROW SPACING =16" O.C., FASTENER SPACING =12" O.C. ZONE 2 (Perimeter/ Ridge): ROW SPACING = 8'� O.C., FASTENER SPACING =12" O.C. ZONE 3 (Comers): ROW SPACING = 8" O.C., FASTENER SPACING =12" O.C. Method #1 ACCEPTABLE FOR ZONE #1 Method #2 ACCEPTABLE FOR ZONES #2 & #3 Method # 1 Design uplift Pressure: -50.5 psf Method #2 Design uplift Pressure:-106.75 psf UNDERLAYMENT- Underlayment shall be in accordance DECK INSTALLATION: Re -nail all plywood sheathing (15/32" thick perimeter and 6" O.C. field for all zones. All work to be in compliance with product ap specifications, and the Florida Building Code Submitted by: PAUL WELCH INC. Paul elch, P.E. Reg. No 29945 PW:p.I guidelines and FBC 1507.4.5. with 8D ring-sbank nails at 4" O.C. (FL # 10490.6), manufacturer's 10725 S. Ocean Drive Lot 98 Jensen Beach, FL 34957 1 2 of 3 `A, i n;] FA 10725 S. Ocean Drive Lot 98 Jensen Beach, FL 34957 �RUI'm�W1i19�1_ � � 1 p 4 ®b (IYPICAL) Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 / November 26, 2014 3 of 3 Florida Building Code Online Page 1 of 1 �""Business•& Professional'�Reguiafion � �-s ����!i;�''. � . •"+a.» - .:?t». .. � - . � �" P DenP.%per-F9CNYi.paPR DBet":aryi5lbw=' ,CiYtN.Y:CbPk mldO : l -swmh a Professkol t"g ...z ..r .:.a..11 llll 'I OiL.:c Q LIiE... Search Criteria Sea ",.SECfi..iMY. Code Version 2010 FL# 10490.6 Application type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL tea.N. Q.aar.x� _ e..r.lrratu,a.� FL# Time Manufacturer Validated By Status Revision Sunlast Metal FL#: FL10490.6 Steven M. Udch, PE Approved in Hato Model: 6 - "S-V Crimp" (717) 932-8500 Description: Roof Panel - 26 Gauge Steel, 24" Width, Attached to Plywood Deck w/Optional Rigid Insulation Category: Roofing Subcategory: Metal Roofing .yrynaawi ur varn.,w+vac�a "Y vwn w�c�i r.sa�artw arv,a,niw q w nit. onypr [m wmm�sHen rt ,avuary. ;; ,suit Narth pnama e..ae. ranano« »acre e�,,.... eae�'la]-1 af4 71fO5mm 0I Hands p all AWEEO emPbYal, Cdovdaht LIa]•]a135mm a(F10dda. ;; Pdvaev SmtamMt ;; 9a6nINetV Sm1aMRM:: Under Flp9dy mlr, mlall addrtsses an WMC maDlf&. ]y yW d0 sac waM yWra-mall adders Mraud m rotpMtete a Wblk-lamrdf rpne4t. de tpt YM acUm4 marlmtmar Stamed,avbve deMa M12,1 aWtadlaoml nda.lr1pthaw, F.S. w4han. 1addmus Station 4 ans. The Rails , m be L drlobar ff ]a12, lia®a linwed littler Qppla.L55, F.S. rma3 prwlda the pdAic r=nL Nl an do n twd t p they here ore. Theam. pl asa p ed mate used Poratrw rd ea ermil tion wiW the basses ads ay I emaa add p" are dxanherd. H you di oweelto supdYapeaaul adbea, please povidethede%raaem xidl anemailss,F ,Please be nlndaaraibbiemlheptWie To demrrntle'rf you ereaI�mn:ts uMar Qapta455, FS., pleas dckbHg,. Prodlrot APPMVW Aar: WF"ER® Credit rAVE httr)://www.floridabuilding:orgJDr/nr ann lst.asm 11/26/2014 \CBUCK E=ngineerinq S WCkWU SftUC cW Frnlr-IEefM CBUMInc. CertficateafAuthcdzatian#8064 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 Florida Building Code 2010 Per Rule 9N-3 Method: i - D Category: Roofing Sub - Category: Metal Roofing Product: "SV 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-SV-S6W-ER Date: 4/16/12 Contents: Evaluation Report Pages 1-7 1� { paZL: Buckner, RE., SECS �J Florida f.lE. # 11242 4-i-il(Z CBUCK, Inc. 1399 N. IGllian Drive, Suite 4,:West Palm Beads, Florida 33403 Phone: (561)491-9927 Fare (561091=9928 Wetidw. www.cbuddnc.net FILM FL 30490.6-113 (� r - - Date: 4 / 6 / 12 CBUCK &ngineerinq Report No.: 2 f 7 SV-S6Vd-ER Spow-la u Structure! Emrx2enm Manufacturer: Sunlast Metal, Inc. Product Name: "SV Crimp" Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) CBUC14 Inc. Certificate of Authorization N8064 Product/System "SV 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 B. 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 (Referto "Table A" attachment details herein) METHOD 2:-106.75 PSF 1 FL #: FL 10490.6-113 Date: 4 / 6 / 12 CBUCK Engineering Report No.: 3 f 7 SV-56W-ER Stnict mN Engb-a ang CBUCK Inc. Certificate ofAuthanzation #8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06 —Test for Uplift Resistance of Roof Assemblies • UL 1897-04 —Uplift test for 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 1891-04 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). v FL #: FL 10490.E-113 Date: 4 / 6 / 12 CBUCK L-nIgIneerin Page Report No.: 4 of 7 sv-ssw-ER StfI m"C!11I 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: "SV 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 Underiayment: Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 Insulation (Optional): Type: Thickness: Properties: Density: Or Compressive Strength: Rigid Insulation Board 3" (max.) 2.25 pcf (Ibs/ft3) min. 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-R3 Date: 4/6/12 CBUCK �ngineertng Report No.: 12-139-SV-56W-ER �! 6 Page 5 of 7 SpEC3di1'y StrLjC= CW E:i1Q M CBUCK Inc. Certificate ofAuNrorization #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 "SV 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. Qua lityAssurance 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 # AN 1916) FL #: FL 10490.6-R3 f Date: 4 / 6 / 12 CBUCK Erlgineerin Page Report NO.: 6 f 5V-56W-ER SPE=k"1Lj Stn-1= Xc5l eT191t erm CBUCK Inc. Certificate of Authorization#8064 Installation Method Sunlast Metal, Inc. 115V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck Profile Drawings 24r N[mamum Net Coverage "5V Crimp" Panel Typical Panel Profile View Nominal 17 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 C®UCK Engineering FL#: FL10490.6-R3 Date: 4/6/12 Report No.: 12-139-5WS6W-ER Page 7 of 7 5Peic:k9ww Stfl..m=tLXcq1 of gh wiparto DUCK, Inc. Cerdf=e ofAuMorization #8064 Installation Method Sunlast Metal, Inc. "5V Crimp" (24 Gauge) Roof Panel Attached to Wood Deck Pand Fastwers- #10 Hex Head -15W or greater Plywood, or Insulation 3" nmAr um Mod plank Typical Assembly Isometric View TABLE "A" METHOD 1: METHOD 2: Design Pressure: - 50.5 PSF -106.75 PSF Row Spacing: 16" 8" Fastener Spacing: 12" 12"