Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: •- �� SCANNED Permit Number: s _ Sf. Lucie ©4.0. �w _ 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 PROPOSED IMPROVEMENT LOCATION: Address: 10 ���QY74C�i7 VZ, T f- P� Q_ i U a 17 . '�N 9 �i a 1 Legal Description: CVA , n_. I v o y 1Z, Vn4f-,, i i i', a — _n - RIK , 97 1 -,,4" 1-7 l N Y ICt f7 Property Tax I_ ,. &C • Site Plan Name: Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Lot No. f Block No. mitionai worKto De ertormeo 11HVAC Gas Tank unoertnis permit-cnecK all ❑Gas Piping apply: Shutters indows/Doors _ Electric ❑Plumbing 0Sprinklers Generator Roof Total Sq. Ft of Construction: 1 b S? S�Ftj. of First Floor: 12 6 Cost of Construction: $ ,21 90o . cv utilities"In Sewer 0 Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name: Address:I Company: s� _;lj_ 1�C Rom` L�(" City: Q i 0 irp . State: lj_�_ Address: 9D lof Zip Code: 3�(ai;) Fax: "— City: P114A ' State: Phone No. C1109 - & J _ 1*4P 2 Zip Code: 2L��% Fax: E-Mail: Phone No. "1`? —'Sl z5 Fill in fee simple Title Holder on next page (if different E-Mail: T i/La/L_� c '1 from the Owner listed above) State or County License: 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 TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: 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 attorney before commencing work or recording your Notice of Commencement. Owner/ Agent/ Lessee STATE OF FLORID COUNTYOF The f ping instrument was acknowledged before me thi�Jay of,20 14 by 0 (Na of person acknowledging) oublc- or(Si aure da ) Personally Known OR Type of Identification Prod & I Commission Revised 07/15/2014 Identification (SealpLYSS HAMPTON Notary Public , State of Flori Ay Comm. Expires Jul IS, 2U Commission N FF 119908 Signatur of Contractor/License Holder STATE OF FLORI COUNTY OFi,�'� The forgoing instrument was acknowledged before me thiAday of �„M_b , 20_1A by fm"w _ C5oo (Na— o-fperson acknowledging) (Sign ture of N ary-Puublic- State f Florida ) Personally Known �° OR Produced Identification Type of Identification Produced mission No. , (Seal ) 'ALYSS HAMPT V Notary Public • Slaiu of F "%,Fo��:•' CWrlmiSsir�n a FF 1191 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS prqlmcd By and Returra To.- MRWAFM., A0yVvr5kr awwaTitIct"omrive AvaU 15" SZ ftrL St Pori. St Luchu, FL . _M9152 PVOMIY Appnth-�ve% PAMS LD. 00fio) Nurritbtr(S) IFilm, Na- APB203Z-$!I4- JOSERML CLMu< CF T_.af,-rr=.XTCOUFtT Mr " 4 on Lvxg= Fwzr- zmmusu- cm FIEFCQMZ�,�t pig Ur Au 41014�AYDQr to r% SAS and INI S. BifiWM, fir''. A, Haird,. aNa'Mmy A. Sn&p� Ims-Im-ad wd hpraim4tex C.31 Icd dw grantw, w Ca ff-'-cm ia Capm -a- WT hase p Win d=-. Read 'rBeact Qatdens. Fl. 33-4 10 Im. einafter =11-..d the gmnm- ,"11% c r e1v r u z ire L, I r- -r 11 m - a d '; - UTWI, gift =--t-im1tj ar►tfl or, for and n e� -m 4= of $M00 and vdwr vatutwo & a OWW4=0fan, =Opt wha--of iv. by =kmwicdgpdd IT,-treby gmnL-', bargarl,% =ILS. *u04 tv=ism, e emmys, and carafims unto t-fte gmntee, all the C=—,:dn W4 ShW-Red in SL Lurcie Ctu-qtv, - vim to 17. Muck S34ndlaa Mixar Estates UWt Mine, accqrdin- t P t I I .. 1�* 0 the W rUn;er rw.mvrdM a rjat 'Scak- ID, Fie 74t in tble PubHc Rewrds ut St Lmde Cq Florldz, Mtn Subj'mmem-nmm, r.-suivic'M if any, TOGE a-MER'swiIh all wmcmants. harrudikammu iappumm--,= 11=4 b'elorgEm. Orin amy wise TO HAVEAND TO HOLD the 1 mrm Tki Fee Simulte fbrcvtr- AND ffic gmtbr hrreby =v=mnte,;�=-t said od ejgbt =.,d JamAA wittiority ta- scil =--dizanvcy =dd Im-nod, tin: tho grmmdT h-cr4w,- futly Avamnts the lkle to mid 1=d- andvvill ifmd 6-to =me aq at in st gflie la wfW claim of -.11 p-zrm=- cnd iim-t said 1rund !-- fi-a-m r /Faff encamik Cc cr ze tl vttaxesf dacyc 2034 d I su"acat Y=M,. %KAR-RAN7Y DZED fcart-finucd) rN, Wfmlpss W.H=-' Pie said gwautcT hasstned [,TCS= L day zn d yc;a rru-st abnv,L- many, B, FfWz TMary kr�lbaird, arda %vitmu Print W= Seaw ar — —Trlqd�lq— courmyof St Lattie The -f=ZqMg triam at-unt bt-lb— me I- af' Attg."-t 2014. by F- an-gg5 "d mmy B, 2L-- atk/2 Mnj A- Pain.' alkJ2 N� A, Bti-= wha is TC.M311 gs, pcmwal,�, k, n OVV"- In nile OR acd Wout, rimation I 'y j Diane I.I& (NOTARY SEAL OR STANIP) 14, JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3998764 OR BOOT'"`75 PAGE 1758, Recorded 09/29/2014 ay ���:53 AM PmMrrNINBER, 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: SUBDPn SION BLOCK S3 Fj TRACT Z.OT I'-7 BLDG UNIT IP1�4 rrn. ro (k Ii;n. n atie.t fhk?4e� U►, °I k, SS5 Lk 1-t (/i1rrT��+� �f,�7o8-ate, 2. GENERAL DESCRIPTION OF IHPROVEMF`NT: 0 a y)�in s�l i n n `r urn ret11� l O W [ PN it I 3.OWNER INFORMATION: a. Name rS C b. Address 0 r- JL hf— I.I.-Interest in property d. Name and address of fee situp '. titleholder (if other than owner) f 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: ;�L 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. 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) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: S. 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 (l)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) , 2A_. WARNING TO OWNER: ANY PAYMEMS MADE BY THE OWNER AFTER THE EVIRATION OF THE NOTICE OF COMMENCEMENT T- 'i tBA Print Name and Provide Signatory's Tidc/Oliice Owner's Authorized Officer/Director/Partner/Manager State of Florida County of ft f The f rego« /lfng t1nst [ 1tnuoe/n�t/was aclmowledgcd before this O? day of �1� E rx A� Qy 20. By t am "11 '}y,�'(S eL-Z ,a3 (Name of rson) (Type of authority...e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known_ or produced the following type of lD: t v u iu— e aawi�' RLV 53 HAMPION Notary Public - slate al FItNME (Prin Name of No Public) (Signs of Notary Pubes dr My Comm. Expires Jul is, 2018 (.•` Commission / FF 11B90s Under penalties of perjury, I declare that I have read the foregoing and that the f and belief (section 92.525, Florida Statutes). Signature(sof Owner(s) or Owner(s)' Authorized ODlcer/Director/Parhrer/Manager who signed above: BY — STATE OF FLORIDA ST. LUCIE COUNTY THISj'�TO CERTIFY THAT THIS IS TRUE/AND CORRECT COPY OF 9 014 pie: �;P � FfLE COPY PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 E-mail pwelchincaaol.com September 24, 2014 Re: Briggs Re -Roof 6106 Spruce Dr. Fort Pierce, FL 34982 SCOPE OF WORK: Remove existing roofing and install new 5-V Crimp Metal Roof (Sunlast Metals FL # 10490.6) at above referenced !'!residence address over new underlayment and existing plywood sheathing. DESIGN CRITERIA: FBC 2010 ASCE7-10 PROJECT DATA: BUILDING HIEGHT = 8'-0" A= 3' MEAN ROOF HIEGHT = <20' ROOF ANGLE = 6:12 SHAPE = PITCHED GABLE ADJUSTMENT FACTOR =1.00 RVIPROTANCE FACTOR =1.00 WIND VELOCITY U ult =165 MPH WIND VELOCITY V asd =128 MPH EXPOSURE = C ENCLOSURE CLASS =ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = -0.18 ZONE 1 (Field) = -34.7 ZONE 2 (Perimeter/Ridge) = -58.5 ZONE 3 (Comers)='-86.0 Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 September 24, 2014 6106 Spruce Dr. Fort Pierce, FL 34982 1 of 3 ATTACHMENT REQUIREMENTS: Metal roofing to be !attached with Hex -Head wood screws with Weather Seal Washers (WSW) #10 x 3/16" minimum penetration through deck spacing 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): BROW 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 with manufacturer's guidelines and FBC 1507.4.5. 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 # 10490.6), manufacturer's specifications, and the Florida Building Code 2010. Submitted by: PAUII*ELCH INC. Paul Welch, P.E. Reg. No 29945 PW:PJ 6106 Spruce Dr. Fort Pierce, FL 34982 2 of 3 4 t M Sae ROOF ZONE PLAN A=3' 1Q,(2 , 31)= ZONE DESIGNATION (TYPICAL) 6106 Spruce Dr. Fort Pierce, FL 34982 I -A LU Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 September 24, 2014 3 of 3 Florida Building Code 'Online-- ; 1 ti Page 1 of 3 Prve5&hal.Regula#ion r a� k l;llr.. _ � " �seg sn�r .asair AaattT. �e�t[rrtsta�s`� t iiacir Approval c user Product Anpro4al M+ u > Prohxt m Andirabon Search > ADGiicapm Li4 > Applicaum Detail FL # FL10490-R3 Applicatio Revision IType Code Version 2010 Application) Status Approved Comments i Archived Product Manufacturer Sunlast Metal Address/Phone/Emall 2120 SW Poma Drive Palm City, FL 34990 (772)223-4055 tkapron@sunlastmetal.com Technical Quality Assurance Representative Category Compliance Method Florida EnOlneer or Architect Name who developed the Evaluation (Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence i I. Referenced Standard and Year (of Standard) James Buckner jimmy@cbuckinc.net Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report - Hardcopy Received James L. Buckner, P.E. @ C-Buck, Inc. PE-31242 Keystone Certifications, Inc. 12/31/2016 Steven M. Urich, PE 5d Validation Checklist - Hardcopy Received FL10490 R3 COI CertOffndeo.ndf Standard TAS 125 UL 1897-98 UL 580 with 1998 Revisions Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect i FL10490 R3 Eauiv Test Standard Eouiv.p_df Sections from the Code I Product Approval Method i Method 1 Option D I bttn://www.floridabuildinu.ora/nr/ur anp dtl aspx?param=wCEVXQwtl)qudsDrIH6I48z... Year 2003 2004 2006 9/24/2014- Florida Building Code Online- - Page 2 of 3 Date Submitted 04/19/2012 Date Validated 04/21/2012 Date Pending FBC Approval 05/01/2012 Date Approved 06/11/2012 FL # Model, Number or Name Description '10490.1 1 - "PBR" Roof Panel - 26 Gauge Steel, 36" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of use Installation Instructions Approved for use in HVHZ: No FLI0490 R3 II 1 PBR WoodDeck EVALREPORT.odf Approved for use outside HVHZ: Yes Verified By: James L Buckner, RE P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-76.75 Evaluation Reports Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 1 PBR WoodDeck EVALREPORT odf and Conditions of Use. Refer to manufacturer's Created by Independent Third Party: Yes installation instructions as a supplemental guide for attachment. 10490.2 2 - "1 in. Nailstrip" Roof Panel - 24 Gauge Steel, 16" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits ofi Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-106.25 Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's Installation instructions as a supplemental guide 10490.3 3 - "1-3/4 in. SnapLock" (Steel) Limits of luse Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-156.75 Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Installation Instructions FL10490 R3 II 2 Nailstrip WoodDeck EVALREPORT odf Verified By: James L Buckner, RE P.E. *31242 Created by Independent Third Party: Yes Evaluation Reports FL10490 R3 AE 2 Nailstrip. WoodDeck. EVALREPORT.odf Created by Independent Third Party, Yes Roof Panel - 24 Gauge Steel, 18" Width, Attached to Plywood Deck w/Optional Rigid Insulation Installation Instructions FL10490 R3 II 3 1_75SnapLock. WoodDeck EVALREPORT.pdf Verified By: James L Buckner, RE P.E. *31242 Created by Independent Third Party: Yes Evaluation Reports FL10490 R3 AE 3 1.755napLock WoodDeck EVALREPORT.odf Created by Independent Third Party: Yes 10490.4 4 - "1-3/4 in. Roof Panel - 0.032 Aluminum, 14" Width, Attached to Plywood Deck SnapLock" (Aluminum) w/Optional Rigid Insulation Limits of use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL10490 R3 II 4 1.75SnaoLock Alum WoodDeck EVALREPORT.odf Verified By: James L Buckner, P.E P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-114.25 Evaluation Reports Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 4 1.755napLock Alum WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes .and Conditions of Use. Refer to manufacturer's Installation Instructions as a supplemental guide for attachment. 10490.5 5 - "copper clad stainless" Roof Panel - 0.016" Copper -Clad Stainless Steel, 16" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL10490 R3 II 5 CopperCladStainless WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E P.E. #31242 Impact Resistant: No Design Pressure: +N/A/-76.75 Created by Independent Third Party: Yes Evaluation Reports Other: Refer to Evaluation Report for Limitations FLI0490 R3 AE 5. C000erCladStainiess WoodDeck EVALREPORT.odf Created by Independent Third Party: Yes and Conditions of Use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 10490.6 6 - "5-V Crimp" Roof Panel - 26 Gauge Steel, 24" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-106.75 Installation Instructions FL10490 3 II 6 W WoodDeck EVALREPORT.pdf Verified By: James L Buckner, RE P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports httn://www.floridabuildina.oriy/nr/nr ann dtl.asnx?naram=wGEVXOwtDaudsDrlH6I48z... 9/24/2014 Florida Building Code Online - . - , Page 3 of 3 Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 6 5V WoodDeck EVALREPORT odf and Conditions of Use. Refer to manufacturer's Created by Independent Third Party: Yes installation instructions as a supplemental guide for attactiment 10490.7 7 - "Solar V' Roof Panel - 26 Gauge Steel, 17-1/2" Width, Attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 R3 II 7 SolarV WoodDeck EVALREPORT.odf Approved for use outside HVHZ: Yes Verified By: James L Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-106.50 Evaluation Reports Other: Refer to Evaluation Report for Limitations FL10490 R3 AE 7 SolarV WoodDeck EVALREPORT.Ddf and Conditions of Use. Refer to manufacturer's Created by Independent Third Party: Yes installation instructions as a supplemental guide for attachment. ® Next Contact Us :: 1940 North Monroe Street. Tallahas—see FL 32399 Phone: 850-87-1824 The State of Rorida Is an Aq/ff-0 employer. Coovrfoht 20m7-2013 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 pail 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 4551275(1), Florida Statutes, effective October 1, 2012, liarrees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Departrnent 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 h2M. Product Approval AaoeM: sccuritvYAEi: tc, MM MT, http://www.flofi&bOdina.orWvr/Ur avo M.ovx?param=wGEVXQwtDqudsDrIH6I48z... 9/24/2014 .� UCK &ngineerind Sf r1. C:ft fdl ef-liglW- a arti'1Q MUCK Inc. Certificate of Authorization #8064 Evaluation Report '"5V Crftnpu Metal Roof Assembly Manufacturer: Soniast Metal, .Inc. 2120 SW Poma Drive Palm City, FL 34990 j (772) 223-4055 for Florida Product Approval #FL10490.6R3 Florida Building Code 2010 Per Rule 9N-3 Method: 1- D Category: Roofi ng Sub - Category: Metal Roofing Product: "5V 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.12-139-5V-S6W-ER f' Date: 4 / 16 / 12 f Contents: a es L Buckner, P.E., SECS Evaluation Report Pages 1-7 Florida f.E. # 11242 CBUCK, Inc. 1399N.-Killian Drive, Suite 4, West Palm Beach, Florida 33403 !Phone: (561)491=9927 Fax: (S61)491-9928 Website: www.cbuddnc.net I I CBUCK FL #: FL 10490.6-113 Date: 4 / 6 / 12 Report No.:12-139-5V-S6W-ER Page 2 of 7 sam-oaftxe l EfCBUCI, Inc. Certificate of Authcdzation #8064 Manufacturer. ! I I Sunlast Metal, Inc. Product Name: ! "SV Gimp" i Product Category: j i Roofing Product Sub -Category i Metal Roofing Compliance Method:! I i State Product Approval Rule 9N-3.005 (1) (d) Product/System j "5V 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 3. Underlayment Support: ! Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of i this evaluation.) Description: • 15/32 (min.) or greater plywood, I • 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 (Refer to "Table A" attachment details herein) METHOD 2:-106.75 PSF FL #: FL 10490.6-113 Date: 4 / 6 / 12 ring Report No.:12-139-5V-S6W-ER Page 3 of 7 IspeCiarty S?>'i7..1ch-waO Is=, tou CBUCI, Inc. Certificate of Authorization #8064 Performance standards: The product described herein has demonstrated compliance with: • U L580-06 — 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 1897-04 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). i•f. FL #: FL 10490.6-113 Date: 4 / 6 / 12 Report No.:12-139-5V-S6W-ER Page 4 of 7 StrLj= C!d e101, wwa t iq CBUCI, Inc. Certificate ofAuthorization #8064 Components/Materials (by Manufacturer): Roof Panel: Material: Thickness: Panel Width: Rib Height: Yield Strength: Corrosion Resistance: Fastener: Type: Size Corrosion Resistance: Standard: "5V 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 G90galvanized steel Hex -Head Wood Screw with WSW #10 x 1-1/2" " Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME 1318.6.4 Underlayment: 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/ft) 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". ; CBUCK , Installation: Referenced Data: Engineering FL #: FL 10490.E-113 Date: 4/6/12 Report No.:12-139-SV 56W-ER Page 5 of 7 Stri-AM"Cid %E--11 I1Qlul is -i--o CBUCK, Inc. Certificate ofAuthorization #8064 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. 1. TAS 125-03 Uplift Test Hurricane Test Laboratory, LLC (FBC Organization #TST ID:1S27) Report #: 0412-1017-05, Report Date: 02/22/06 2. Quality Assurance 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) S. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) CHUCK FL #: FL 10490.6-113 Date: 4 / 6 / 12 Report No.: 12-139-5V-S6W-ER Page 6 of 7 SPGM=ld ty I Strut= ed E X2b-X2e M CauCX Inc. Certificate of Authodkadon #8064 Installation Method Sunlast Metal, Inc. 1115V CriMp" (26 Gauge) Roof Panel Attached to Wood Deck Profile Drawinas 24" Maximum -Net Coverage c c*� 1 r 1 "5V Crimp" Panel Typical Panel Profile View Nominal 12" 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 FL #: FL 10490.6-113 Date: 4 / 6 / 12 CBUCKEngineering Pe Report No.: 1 -137 of � 5V-56W-ER Structural a igii w*n iq CBUCK Inc. Certificate of Authorization #8064 Installation Method Sunlast Metal, Inc. "5V Crimp" (24 Gauge) Roof Panel Attached to Wood Deck Panel Fasteners - #10 Hex Head 15W or greater Plywood or Insulation 30 maAmum - Wood plank Typical Assembly Isometric View TABLE "A" METHOD 1: METHOD 2: Design Pressure: - 50.5 PSF -106.75 PSF RowSpacing: 16" g Fastener Spacing: 12" 12" oz�" Planning & Development Services - _ Jil_ Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 cz772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit licensed as a n)'Contract /Engineer/Architect (Please print name & circle license type) *FS468-11uilding Inspector *General, Building, Residential or Roo mg 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 ( ate) work at: (00ij2� Sir" Q d a (Job site address) Based upon that examination I have determined the installation was done according to the current edition of the F7ida Existing Building Code Section 611 or the product approval submitted (whichever is most stri>?ent� . :ure and Seal License # STATE OF FLORIDA r COUNTY OF I .uY Sworn to and subscribKbefore me this day of 20•_, by �j�� twi (3 (S CC, Who is personally known to me or who has produced as identi icaf � ti�_ "$=—� Notary Public, State of Flori Signature of Notary:1/S Number: Commission Number: ALYSS HAMPTON En 01/19/2011 _= r • • °�: ; ,= Notary Public - State of Florida My Comm. Expires Jul 18. 2016 -.;;I „F•I� a,� Commission N FF 119908