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Home My WebLink AboutSUBMITTED PAPERSDATE: S FEES DUE: 13y . � Q RECEIPT #: ;k-] Q,a I Permit #: �x c Planning & Development Services Department f Building & Code Regulation Division SCANNED O, p 2300 Virginia Avenue BY Ft. Pierce, FL 34982-5652�1.t. Tel. 772-462-1553 County APPLICATION FOR ROOF PERMIT SEE REVERSAIDE FOR STRUCTIONS 1. Location/Site Address: 'g 2. Parcel ID Number: 1,501• (QdZ' 010 5- Odd' Office Use Only Section Township Range Map Page Zoning Land Use Initials 3. Description of Project or Work Activity: ��1qV � �, h r►'Isl/� 4. Total Roof Area (square feet): 5. Roof Pitch: 6. Type of Roof- [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake ! Shingle / [ ] Tar & Gravel [ ] Modified Bitumen [✓( Other N �m [ ]✓ Product Approval required for all types of Roofing Material (2 Sets) Me* r � � �" ] 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 Name4e,41 Address: -5,5A7 ! City: Zip: Phone: 9. Value of Construction: $ 19 g116—pU 8. Contractor Information FL Reg/Cert County Cert Business Name: V7� AW Phone: d "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of tw mfo#Ination contained in this application is correct and that all work will be done in compliance) it III applicable laws regulating construction and zoning. t `f PRIIJT QUALIFIERS/OWNERS NAME SIGNA UR F ALIFIER/OWNER STATE OF FLORIDA, COUNTY OF 4 ACKNOWLEDGED BEFORE ME THIS 5 DAY OF zo40—, BY WHO IS P ALLY NO TO ME OR HAS ODUCED AS IDENTIFICATION ' NOTARYPUBLIC-STATEOFFLORIDA SI NATUR OF N TARY TYPE OR PRINT NAME OF NOTARY (seal) ;•° Karen S. Nielsen � / ;,+,;Commission #DD1000358 COMMISSION NUMBER DbIDW3JY %.,,, Expires: JUNE 12� 2014 BONDED 7MUATLANTICBONDING I INc NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 41I OC 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 Property Appraiser - St.Lucie Cor-f-, FL Page 1 of 1 PROPERTY RECORD CARD Wendell S Fountain Record: 1 of 1 <<Prev Next» Spec.Assmnt ' Taxes Exemptions Permits Home Print Property Identification Site Address: 7507 GEORGES RD ParcellD: 1301-602-0105-000-1 Sec/Town/Range: 11 :34S :39E Map ID: 13/11S Account #: 581 Use Type: SF Res ��,-"' '. RS-4 City/Cnty: St Lucie County Zoning: Ownership and Mailing Legal Description Owner: Wendell S Fountain Denise E Fountain LAKEWOOD PARK -UNIT 2- BLK 15 LOT10 (MAP 13/11S) (OR 306- Address: 7507 Georges Rd 1526) Fort Pierce FL 34951-4916 Sales Information Assessment 2012 Total Land and Building Date Price Code Deed Book/Page 2012 Final: 55900 Land V res: 0.27 4/1/1979 2500 01 CV 0306 / 1526 Assessed: 55900 Building 500 --- Ag.Credit: 0 Finished Area: 1438 SgFt Exempt: 30900 Taxable: 25000 Taxes: 551.63 BUILDING INFORMATION Exterior Features View: - RoofCover: Dim Shingle RoofStruct: HP - Hip ExtType: HC- - HC- YearBlt: 1981 Frame: - Grade: C- - C- EffYrBlt: 9 1 PrimeWali: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall Ful[Bath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua[. Cond. YrBlt. No. Use Type Type Measure Depth DWC - Driv-Concret Y 1 880 AV AV 1981 1 0100-SF Res BI -Front Ft 90 131 FNW6 - WOOD FEN 6' Y 1 90 AV AV 1989 FEN4 - CHAINLINK 4' Y 1 85 AV AV 1989 UTL3 - UTILITY AVG Y 1 60 AV AV 1999 UTL2 - UTILITY FAIR Y 1 160 AV AV 1999 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/paslc/prc.asp?prclid=l 30160201050001 4/23/2013 06/03/2013 08:22 772468810 JA TAYLOR ROOFING PAGE 01/01 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 # licensed a fi)Contractor* ngineer/Architect (Please print name & circle license type) ` �t�spector ""General, 8ullding, Residential or Roofing Contractor or any individual ceal led under 464? F.S. to make such an Inspection. On or about3t-zljj� i did personally inspect the roof deck nailing (Da ) work at: (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.) ,I Signai4re'A Seal STATE OF FLO D COUNTY OF License # Sworn to subscri ed Wore roe this da of _ 20LI by I . Who is perrrfnally kn wn to me or who has produced as identification. Notary Public, S ate of lodaw Signature of Not Commission Number: (Seal) En OiJ19/2011 'i0TA111Y FTTi3T,TGSTATE OF FWFIIDA liaz::n j, tiielseu u7ussion#501000358 12, 2014 8OWD EAU t1TLA13ti1 C HOTtD1NG CO3IN0. JOSEPH E . SMITH, CV:4� '6 OF THE FILE #k 3830874 OR )K 3514 CIRCUIT COURT - SAINT LUCIE COUNTY PAGE 2374, Recorded i"S07/2013 at 10:25 NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2.500.00 PERMIT N: TAX FOLIO f/: i(n I Slate of Florida County of Sk•LuC(6he under.Tgred hereby gives notice that Improvement wiB be mode to certain real property, and In oCcordance with chapter 713. Florida statutes. the folicwing information is prcylded in this notice of Commencement. 1. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS FLLAVAILABLE): L":�'Qwooh I*yK �1501 C�DrT,ei ?1 � Pt e F=t. 1944arS1 ()hii- w1f) 2. GENERAL DESCRIPTIO OF IMPROVEMENT.•_ 3. XJOWNER INFORMATION or LJLESSEE INFORMATION (if Lessee contracted for the Improvement) a, Name- 't'L014,P k• I)�}tit Address: L"r5()n C'-1cn) :� �, EJ.P.e-yn 345/ b. Interest in property: Q(L 60-: V C. Name and oddre;s of fee simple title holder (if other than owner): 4. CONTRACTOR: a. Name:-L&jMLQF ROQILNr Address: 3QZhAELTO_.NpEVE,.LQgLP(E FL.349$�_ b. Phone number: 772-466-4040 5. SURETY COMPANY (IF Applicable, a copy of the payment bond b attached): a. Nome d. Address: N IVA b. Phone number: Bond amount: 6. LENDER/MORTGAGE COMPANY: t a. Name & Address: _ vtJ fi �c) ve b. Phone number: nln - , - _ S 7, PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 71 .13 (1) (a) 7., FLORIDA STATUTES: a. Named, Address: f J ! W b. Phone number: .tax number: 8. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates ri 44 of to receive a copy of the lienor's notice bs provided in section 713.13(f) (b), Florida statues. b. Phone number: 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE is SPECIFIED(. WARNING 10 OWNER: ANY PAYMENTS MADE by THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. 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 FIRST INSPECTION. If YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE Of COMMENCEMENT. 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 92.525, FLORIDA STATUTES SIGH TU R or LESSEE or OWNER'S AUTHORIZED OFFICER/DIRECTOR/FARINER/MANAGER 'e uirL' K SIGNATORY'S TITLE/OFFICE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20JI BY: AS FOR NAME OF PERSO YPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS EXECUTED []PER NALL NOW ❑PR UCED ID NTIFI ATI N 1YP OF IDENTIFICATION PRODUCED NOTA s1 R�pEIC-STATE OF FLORIDA NOTARY PRINTED NAME NOTARY SEAL �vl'UBL Karen S, Nielsen 3 j``ComtBissioD #DD1000358 Expires: JUNE 12, 2014 BGNDW THRUATLARTTCBORDTHG Co,TNC. STATE OF FLORIDA ST. LUCIE COUNTY THIS TRUE ORIG Date, T reasure C oast B uilding E ngineers, Inc. Harvey E. Inen Professio. )gineer#32831 Architect #AR0009471 Certified General Contractor #CGCO24776 t'IV cr+__/br.0uWW—• 7205 Elyse Circle, - P S L Florida 349< �12 PHONE(772) 466-.)::i07 FAX(772)489-3035 E-MAILL•h koehnen @tcbeweb.com Contractor - j,A. U%1L y_ mg - Owner - f!DuN-rNN Job Address 7687 Grr_pL4rs Rr;, ;:-r pjaru, METAL ROOFING gui�� tz'F S�wI1r5 24�,.� sdlr� GoG4C A)dc>L s"1'R-Ip NEW ROOF RE -ROOF aC REPAIR AREA ZS0C5F- METAL ROOF PLAN Date a SA 3 Copt w_ v, ■■■■■■■■■■■■■■ ■■■■n■■■■1■■■ ■■■ _ ■■■■■■■■■■■■■■■■ ■■■■■■■i��/�■I■■■■■■■■■■■��■■■■■■ ■■■ ��■■■■■�■��■■�■�■u.�■■■■■■■■■■■■■■■m ■■■ ®i■■■�■■■i■��■ ■■■■■■■■■■■■■■■■ ■ ■■��--i��i■■i�i��■� ■■■■■■■■■■■■■■■■ ■ ■■■Il ■■■N ■ ■■■■■■■■■■■■■■■■ so IN mium ■ ■■■■■■■■■■■■■■■■ ■ �■�■■�■■■■ ME oll! ■�■ ■■■■■■■■■■■■■■■■ ME MILi■ - ■■■■■■■■■■■■■ii■ ■ 00 111101 QI■■ ■■R"!E■■■■■■■ ASCE 7-10 & FBC 2010 ENCLOSED BLDG X. SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V = (oo /EXPOSURE g /A = 1.0 Kzt =1.0/h l2. / /12 PITCH ROOF SYSTEM kerwn 0 *- I � -48.15K1 \ Iv ZONE 1 P @ @ h=30 = X - PSF x 0.6 = -2.5•.3 ZONE 2P@ @ h=30 = X - PSFx0.6=- 44•a= ZONE 3 P @ @ h=30 = X - PSF x 0.6 = a = MAX DESIGN PRESSURE PER NOA ^ 150 9SV2 DECKTYPE (01,MtOooG THICKNESS 164?-" MI M BASE SHEET 3o't l ggxr NO. OF PLIES �_ FAST _NER TYP E r.,�.PS SPACING q:!P!s saK -r z ko WS 0012p PLY SHEET NO. OF PLIES FASTENER TYPE - SPACING r TOP PLY NO. OF PLIES - FASTENERTYPE INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS: SPACING FIELD PERIMETER SPACING - CORNERS ' INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/ ff4QND;"„4�,,; z„"- L 10x V FAW"kV.9 :tWayGQVW5 DRIP EDGE SIZE a;D" t P 4° DRIP MATERIAL '24416-4-i. FLASHING MATERIAL -26, 4 A. 4• l FASTENER SPACING FOR METAL ROOF PANELS: FIELD,— PERIMETER (-" CORNER 6 T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B u i Id i ng Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. --- These tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof Height of 30' or Less Located in Exposures B, C or D Table R301.2 [2]_4F,jFtyu;t[-, �-c l�scfE 7-to COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE IPSF]. 60 Exp B 160 Exp C 160 Exp C 160 Exp D 160 Exp D (One story (Two story*) (One story") (Two story" Roof.> 0 to 7 degrees Zone 1 -27.6 -33.4 -38.7 -40.6 -45.9 7degrees = 11/2 /12 pitch Zone 2 -46.4 -56.2 , -65.0 -68.3 -77.1 Zone 3 -69.8 -84.5 -97.7 -102.7 -115.9 o > 7 to 27 degrees Zone 1 -25.3 - 30.7 - 35.5 -37.2 - 42 27 degrees = 6/12 pitch Zone 2 -44.1 - 63.4 - 61.8 -64.9 - 73.3 Zone 3 -6 ..Qa+1-78.8 - 91.2 - 95.7 -108'.1 Roof > 27 to 45 degrees Zone 1 - 27.8 -33.7 -40.0 -40.1 -46.2 45 degrees = 12/12 pitch Zone 2 Zone 3 - 32.4 - 32.4 -39.3 -39.3 -45.4 -45.4 -47.7 - 47.7 -53.8 -53.8 150 Exp B 150 Exp C 150 Exp C 150 Exp D 150 Exp D (one story*) (two story*) (one story*) ( two story") Roof > 0 to 7 degrees Zone 1 -24.3 -29.6 -34.1 -35.8 -40.4 7degrees = 11/2112 pitch Zone 2 -40.8 -49A -57.2 -60.0 -67.8 Zone 3 -61.4 -74.3 -86.0 -90.3 -102.0 Roof > 7 to 27 degrees Zone 1 -22.2 - 26.9 - 31.1 -32.7 - 36.9 27 degrees = 6/12 pitch Zone 2 -38.7 - 46.9 - 54.2 -56.9 - 64.3 Zone 3 -57,3 - 69.4 - 80-3 -84.3 - 95.2 Roof > 27 to 46 degrees Zone 1 - 24.3 -29.6 -34.1 -35.8 -40.4 45 degrees = 12/12 pitch Zone 2 - 28.4 -34.4 -39.8 -41.8 -47.2 Zone 3 - 28.4 -34.4 -39.8 -41.8 -47.2 One story* = one story building with a maximum mean roof height of 15 feet Two story* = two story building with a maximum mean.roof height of 30 feet -if -allowed by.the Mlami Dade N.O.A or Florida Product Approval, any -system-that does,.not meet the minimum components and cladding pressures for the area that the building is located per this form may require a Florida licensed engineer to revise the fastener spacing T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE http://www.tcbeweb.com .viiuct Luttu111r' k-vufu Vnnne Page I of 4 ,'14 ��ll q � �,,,• }gam !1%ala►"R ram+ G �! Fr# Trdg,gi^at ��ti��l,�ya1 S(�5�5a711"^OIii�7S4'•gje�R�iSY ��`.U�'��.v.1=.'x4ii%...f...,,r-t.;.r'i-rtcm;*'-"3}�,�v•'.`c; �v ft.:��y.�'f'r '�Product Approval Menu > Product or Application Search > Application List > Application Detail ;I� FL # FL11698-R1 4 Application Type Revision Code Version 2010 Application Status AppVed Comments Archived �- Product Manufacturer Englert Inc. Address/Phone/Email 1200 Amboy Ave. Perth Amboy, NJ 08861 (732)826-8614 Ext3909 j.tripod@englertinc.com a 'F7L'• fit Authorized Signature James L. Buckner P.E.@CBUCK Engineering jimmy@cbuckinc.net Technical Representative Joseph F. Tripod Address/Phone/Email 1200 Amboy Avenue Perth Amboy, NJ 08862 (732)826-8614 jftripod@aol.com Quality Assurance Representative II Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who James L. Buckner, P.E @ C-Buck, Inc. developed the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M. Urich, PE r Validation Checklist - Hardcopy Received Certificate of Independence FL11698 R1 COI CertOfIndeo l)df Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL1897 2004 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgsQFcSK%2f TrZeD%2bAMp9rG 3 U... 3 /20/2012 JA Auu uuuulllg k-vutr VI11117e f Page 3 of 4 11 1Deck Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11698 R1 II 5 S1100 032A1um WoodDeck EVALREPORT. df Verified By: James L. Buckner, P.E P.E. #31242 Impact Resistant: No Design Pressure: +N/A/-37.5 Created by Independent Third Party: Yes Evaluation Reports i Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to FL11698 R1 AE 5 51100 032Alum WoodDeck EVALREPORT. df Created by Independent Third Party: Yes manufacturer's installation instructions as a supplemental guide for attachment. 11698.E 6 - Englert "Series 1101" Roof Panel - 24 Gauge Steel, 16" Width, Attached to Plywood Deck Limits of Use Installation Instructions I Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11698 RI II 6 S1101 24ga WoodDeck EVALREPORT Ddf Verified By: James L. Buckner, P.E P.E. #31242 Created by Independent Third Party: Yes Impact Resistant: No Design Pressure: +N/A/-165 max. Evaluation Reports Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to FL11698 R1 AE 6 S1101 24ga WoodDeck EVALREPORT Ddf Created by Independent Third Party: Yes manufacturer's installation instructions as a supplemental guide for attachment. 11698.7 j:!!ert "Series 1101" Roof Panel - 0.032" Aluminum, 16" Width, Attached to Plywood Deck Limits of Use Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11698 R1 II 7 S1101 032A1um WoodDeck EVALREPORT Ddf Verified By: James L. Buckner, P.E P.E. #31242 Impact No Created by Independent Third Party: Yes Design Pressure: +N/A/-37.5 Evaluation Reports Other: Refer to Evaluation Report for FL11698 R1 AE 7 S1101 032A1um WoodDeck EVALREPORT odf Limitations and Conditions of Use, Refer to Created by Independent Third Party: Yes manufacturer's installation instructions as a supplemental guide for attachment. 11698.8 8 - Englert "C Panel" Roof Panel - 26 Gauge Steel, 24" Width, Attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11698 R1 II 8 CPanel 26ga WoodDeck EVALREPORT Ddf Verified By: James L. Buckner, P.E P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-62 Evaluation Reports Other: Refer to Evaluation Report for FL11698 R1 AE 8 CPanel 26ga WoodDeck EVALREPORT Ddf Limitations and Conditions of Use. Refer to Created by Independent Third Party: Yes manufacturer's installation instructions as a supplemental guide for attachment. 11698.9 9 - Englert "C Panel" Roof Panel - 0.032" Aluminum, 24" Width, Attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11698 R1 II 9 CPanel 032Alum WoodDeck EVALREPORT Ddf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-99 ReportsOther: Refer to Evaluation Report for L11698 R1 AE 9 CPanel 032Alum WoodDeck EVALREPORT.Dd Limitations and Conditions of Use. Refer to [Evaluation reated by Independent Third Party: Yes manufacturer's installation instructions as a supplemental guide for attachment. Back Nr ezt Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, a -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 mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(aldbor state fl.uc. Product Approval Accepts: 5trct� ittp://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5K%2f FrZeD%2bAMp9rG3U... 3/20/2012 CBUCK Engineering Speclalty Structural &nglneprinq Evaluation Report "Englert° Series 1101" Metal Roof Assembly Manufacturer: Englert, Inc. 1200 Amboy Avenue Perth Amboy, NJ 08862 (732) 826-8614 for Florida Product Approval # FL 11698.6-R1 CBUCK, Inc. Certificate of Authorization #8064 Florida Building Code 2010 Per Rule 9N-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: Material: Panel Thickness: Panel Width: Panel Seam: Support: "Series 1101" Roof Panel Steel 24 gauge 16" Snap -Lock Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 11-188-S1101-S4W-ER Date: 11 / 24 / 11 Contents: Evaluation Report Pages 1— 7 Wamesu�ner, E., SECS Florida P.E. # 31242 1 CBUCK, Inc. j Z 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 ! j Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 11698.6-111 , Date: 11 / 24 / 11 CEN K � lnrl Page Report No.: tot 88-51101-S4W ER Specialty Structural Engineering CBUCK, Inc. Certificate of Authorizotion a80 44 Manufacturer: Englert, Inc. Product Name: "Series 1101" Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) Product/System "Series 1101" Roof Panel Description: 24 gauge steel Nailstrip roof panel mechanically attached to Wood 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. Adhesive (select systems) 4. Underlayment Support: Type: Wood Deck (Design of support system is outside the scope of this evaluation.) Descf iption: • �15/32" or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be: 3 : 12 or greater In accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: • Design Uplift Pressure: METHOD 1: -150 PSF (Refer to "Table A" attachment details herein) METHOD 2: - 165 PSF FL #: FL 11698.6-R1 Date: 11 / 24 / 11 CSUCK Enginelem Report No.: 11-188-51101-S4W-ER Page 3 of 7 ISpPclalhi Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8054 Performance The product described herein has demonstrated compliance with: Standards: • UL580-06 — Test for Uplift Resistance of Roof Assemblies • UL 1897-04 —Uplift test for roof covering systems • TAS 225-03 —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 Scope: requirements 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 ID# QUA 1824). FL #: FL 11698.E-111 Date: 11 / 24 / 11 ,SUCK n � Report No.:4of7-51101-S4W-ER Page 4 of 7 Speclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #806; Components/Materials Roof Panel: (by Manufacturer): Material: Thickness: Panel Widths: Rib Height: Yield Strength: Corrosion Resistance: Fastener: Type: Size : Corrosion Resistance: Standard: Sem Adhesive/ ealant: Components& Materials: (by Others) Englert Series 1101 Steel 24 gauge (min.) 16" (max.) Coverage 1" 40 ksi min. Per FBC Section 1507.4.3 Pancake -Head Wood Screw ✓ #10x1" Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.1 stik C CKPOn c poneX ive 3J ' eadong le f nnel (Refer to able7) Underlayment: Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 lation KDeity- d ulatio oard max.) pcf bs/ft) in. LX2.25 si in. In FL #: FL 11698.6-111 Date: 11 / 24 / 11 Report No.: 11-188-S1101-S4W-ER Page 5 of 7 ISpeclalty Structural Engineering CBUCK Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to "TABLE A" below and drawings on Pages 6-7 of this evaluation report.) • Fastener Spacing: Refer to "TABLE A" Below (along the length of the panel) ■ Rib Interlock: Snap -Lock (Panel ribs shall be fully engaged to form an integral snap -lock.) ■ Seam�jve.:�r Table " Drawi Pa e6ly age ull leng o he pan I.) ■ 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: -150 PSF 5 F Fastener Spacing: 6" ox./0' bead pg . 6-7 Install the "Series 1101" 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: I. TAS 125 Uplift Test By Architectural Testing, Inc. (FBC Organization ID# TST 1558) Report No. 93745.01-109-18, Date: 11/16/09 Specimens #1-3 2. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Englert, Inc. Licensee #420 3. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) FL #: FL 11698.6-R1' Date: 11 / 24 / 11 Report No.: 11-188-S1101-S4W-ER Page 6 of 7 SpPclalty Structural EnglnPPrinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Englert, Inc. "Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck Drawings 16" 3/4+ ,1 Panel Profile 16" o.c. Wood Deck Integral Snap Lock F ZPr tir Oet h %fn �e MOODY, .� Pancake -Head Screw Typical Assembly Profile View (Typical Fastening Pattern Across Width) EneWneering SpPclalftj Structural EnglnePrinq "S1 FL #: FL 11698.6-111 Date: 11 / 24 / 11 Report No.: 11-188-S1101-54W-ER Page 7 of 7 CBUCK, Inc. Certificate of Authorization #8064 Installation Method Englert, Inc. "Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck Fastener: Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE "A" I. METHOD 1 METHOD 2 Design Pressure: -150 PSF V 165 PSF Fastener Spacing: 6" o.c. 3" ox. S he ' Not r e 3/ � ad er -