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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: t I '(, f / I I FEES DUE: I ` RECEIPT #: St. Lucie County Building & Zoning 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Tel. 772-462-1553 APPLICATION FOR ROOF PERMIT , ' - .F , SEE REVERSE SIDE FOR INSTRUCTIONS 1. Location/Site Address: 2. Parcel ID Number; =1 Otal KOOfATea-L��- -�-- �vvrricCn:--�= ISCA /V80 St CU cis County 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [v4Modified Bitumen [ ] Other [ JV .O:A. or Florida — Product Approval required for all types of Roofing Material (2 Sets) [ 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. Contractor Information Name: !A ez — f-lQr�w� 11 Address: <� % ��>>. Z&e S -'V? " - a 4 City: State: F4- Zip: Phone:off- 9. Value of Construction: $ '7100, 60 FL Reg/Cert #:. County Cert #: _ c;_2 �_ C� � <) Business Name: C, Fees Due: Receipt #: Note Dry -in and Final Inspection Required Additional inspection may be required per Product Approval CONTRACTOR/OWNEWS AFFIDAVIT: I certify that all of th o a ' . contained in this application is correct and that -all work will be done in compliance with° ap livable laws regulating construction and zoning. PRINT QUALIFIERS/OWNERS NAME GN : QUALWMR/OWNER STATE OF FLORIDA, COUNTX O ACKNOWLEDGED BEFORE ME THIS DAY OF L�Jii 20t, BY WHO -IS PERSONALLY KNOWN - - - - -TOME OR HAS PRODUCED AS IDENTIFICATION RM OBER"TSIGN TURE OF N TARY TYPE OR PRINT NAME OF NOTARY # DD$37776ber 12, 2012COMMISSION NUMBER comt Assoc. Co. 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 O E CIRCUIT COURT - SAINT LUCIE COtRW FILE # 3607060 OR BO PAGE 2912, Recorded 07/06/2011 WW 36 PM Wo NOTIM OF CONINIFNCENIUM The uadasilW beady givmmfim Ib,t bMmremmtwal be made mtrtmfD rml peperW. eadta accurdmewithAmapa713. FloridaStahmthefe>>owintifardral2danbpso kwimtbeNotim0fCammmcemmt 1. eddrmtfave3eble)r,�erormxoemetta[3.2.-1 - I UY"'Q�✓'i�W'� 3.OWNacs aimaxnum b. — almeratLriPev d.W—.dfean.d-04fid> laafaoi-d-av ) 4. CONTBoa'MAIM.\aaar5SmmpnmENem��(}�/W- g�vo-!>iw,rXYI ..L S. bURtr. r'SNA,RADONW ANDTEQ=blD 1MANaaOMAMOURr. 6. WMERSNAML.ADORISSAMISONENND�t EL ' 7. prammYythimanState omwidadcimeledbyowme;mMmmmtiasore* deunumbany besaved atVmWby Secd=713.13(1)(a) „FlaftSWOW. rumADDarsaANDFROta NDMOM I medd6lpplabimsalforbllM0 l dufza drarcHawmgtatem(veaeopyaftbaLlem sNatiremptovtdedfo3u>ioD 713.13 (1) (b). Fladda Smmim NA=ADVV=ANDrB0XZNm1!>= 9. Embatlandfdeofnofk¢oreommmeemmt(the eYpin'an dote blyeafiomthedata ofmandioymatesoarmentdafeb spaci9ed). _� 7ll . s¢�tat.tear woerar F'dativama.aarwlde3for.tos'y', 1lerolsoe Owaer'aA Offim/pbedalPxtaal7NwCer StateorFlmida Coaatyar. - - Thai, iasntmlmtwmerlmowledSedtrdbaeme6lbday aL,B -r k� . 11 orpmam(h�Pe��itY,.-ayaQ'sc%inatr4atbmeYfahet) ftr mofpmty orwftmim I metwase>caoted) JENNIFER OBERT Notay S�wm. acrid A MY CAAADSSION Y DDS37776 EXMRFS: N0V=ba lZ 2012 1-bWiATARY Fl.NmeraitmaAaoafo. UaderPmeltfeof WsttbefacesiuitmebuetodxbeelDftaylaawkdpaand . bdfef(Seabn 92MS. Florida Statutes). /) 0 er RM14-m l4> (Sf ' a �r=an %ntnEAbm) vEmma STATE 'OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT �#9i5 I% A TRUE AND COFtR�TCOPY THE f. Jp cam, ORIGINAL. x� �_� �•� °EP E. S LER7< ?is�•.�r ,��. Data, " " Property Appraiser - St.Lucie Cam, FL Page 1 of 1 PROPERTY RECORD CARD Walter T Hartwell Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification VUCIE �0 Site Address: 3450 TWIN LAKES TERR 204 ParcellD: 1327-704-0034-000-5 Sec/Town/Range: 27 :34S :39E Account Map ID: 13/27S Land Use: #: 130221 Condo Zoning: City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Walter T Hartwell Arlene S Hartwell LAKESHORE VILLAGE OF MEADOWOOD PHASE I BLDG 3003 UNIT Address: 3450 Twin Lakes Terr Apt 204 204 (OR 2823-357) Fort Pierce FL 34951-2984 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 107400 Land Value: 0 Acres: 0.02 5/21/2007 255000 00 WD 2823 / 0357 Assessed: 59862 Building Value: 107400 3/6/2006 100 01 WD 2506 / 0720 Ag.Credit: 0 Finished Area: 2238 SgFt 2/7/2001 107500 00 WD 1362 / 0411 Exempt: 34862 5/5/1993 114400 01 WD 0840 / 0931 Taxable: 25000 Taxes: 600.25 BUILDING INFORMATION 1e Image Available - _ J Exterior Features 1001 View: - Golf RoofCover: - RoofStruct: - Corse -V ExtType: X078 - LkShVilMePhl YearBlt: 1989 Frame: - Grade: X78E - Lake Shore V EffYrBlt: 1989 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BeclRooms: 3 Electric: - PrmintWall: FullBath: 3 HeatType: - AvgHUFI: STD 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 0400-Condo GFI -No Land Val 1 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE IOT WARRANTED. ( 0 http://www.paslc.org/prc.asp?prclid=132770400340005 7/7/2011 S-_ Inspections Planning & Development Services Online address:' Building & Code Regulation Division http://www.stlucieco.org/planning/permifting.htm 2300 Virginia Avenue Quick Links Fort Pierce, FL 34982 Permit Status Lookup Phone: (772) 462-2172 Fax: (772) 462-6443 Online Building Inspection System - 1107-0080 lob Address 3450 TWIN LAKES TER 204 permit Type 1 Roof pplication Type Over the Counter Permit I Other Issued Activity Type Stories 1 Inspection Area Job Descriatior TEAR OFF 15 SQUARE FLAT PATIO DECK ROOF DOWN TO CONCRETE ONLY. Property Owner Name WALTER T HARTWELL Phone Property Owner Business Name Inspection Notes Date Scheduled Priorib Status Max Expiration Date 12/28/2012 Inspector (Code 39 Inspector Date Inspected 08/24/2011 999 ', „ FinalIns Inspection p 1 Disa pprovetl-Reinspect F � Greg Smyth 08/24/2011 999 Final Inspection 1 IVR Access 08/24/2011 167 999 Roof Final Final Inspection 9 1 Disapproved -Reinspect F Greg Smyth 08/24/2011 a /2 wo A /UC/ v1� vJ v Inspector Comment: PLEASE INSPECT ACAP SHEETAS PRIORITY 2 AND ABASE SHEET AS PRIORITY 3 Scheduled: Tue Aug 23 14:17:37 EDT 2011 with value: Wed Aug 24 00:00:00 EDT 2011 Resulted: Wed Aug 24 09:50:34 EDT 2011 2 � ; Inspections Planning & Development Services Building & Code Regulation Division Online address: http://www.stlucieco.org/planning/perrrfting.htm 2300 Virginia Avenue Fort Pierce, FL 34982 Quick Links Permit Status Lookup Phone: (772) 462-2172 Fax: (772) 462-6443 Online Building Inspection System - x.__....... _.__..__.._......... _..... ..- ...... _- .......... ........... -- ...... 1107-0080 lob Address 3450 TWIN LAKES TER 204 lermit Type Roof pplication Type :Over the Counter Permit i Other Issued;—.._._._._.......-----...--- .................._.� _ Activity Type Stories 1 Inspection Area _._........_._....— —--- ..... _.... - ....... . ................ _. _... Job Descriotior TEAR OFF 15 SQUARE FLAT PATIO DECK ROOF DOWN TO CONCRETE ONLY. Property Owner Name WALTER T HARTWELL Phone Property Owner Business Name Inspection Notes Date , Scheduled Priorib Status 08/24/2011 999 .: Final Inspection 1 Peod'h IVR Access 08/24/2011 999 1 final lnspedtioa� i1 _, Pending 167 �+h°ntskl < y� 9 f Inspector Comment: MAIEASE I�.�M9RE �Ti��1,'�SI�EETAS P„RI,©RyTY 2-TW D A BASE SHEE�,tS�lE�${ORI�T�Y Scheduled: Tue Aug 23 14:17:37 EDT 2011 with value: Wed Aug 24 00:00:00 EDT 2011 Max Expiration Date {{12/28/2012 Inspector (Codef� Inspector Date Inspected I Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Permit 1 Address 3450 TWIN LAKES TER 204 Owner(s) WALTER T HARTWELL FORT PIERCE 34951 Historic No Jurisdiction I St. Lucie County Parcel # 1327-704-0034-000/5 1 S/D Lakeshore Village of Meadowood Phase 1 Block I Lot # FLU RM Zoning IPUD I Flood Mal I Flood Elevation Flood Zone 1107-0080 t�'Cop��t��tt Job Address Type Application Type Activity Type Other- Specify Permit Type Location lat Fee Valuation Status Expiration 01/03/2012 Date Applied 07/07/2011 Taken By an Date Issued 07/07/2011 Issued B,y humphreya Date Finaled Posted By Date VoidedPlease explain in Additional Comment �, Open Contractor Contractor 9 Registration Form . a Name WALTER T HARTWELL Business Phone ( ) - ext Address 3450 TWIN LAKES TERR APT 264 Fax ( ) - FORT PIERCE JFL 134951 Mobile ( ) Email Pager O - SUB TRADE PERMITS Attach Sub Trade Permit >> Sub -Trade Permit Permit Type Contractor „= Company Contr ( ) _ i - Owner / Buildier Sub -Trade Job Description ;' ub Trade Status Taken By Date Applied Issued Issued By Expiration Finaled Finaled By 'F Total Sq. Ft. 0.00 Min Flood Elevation Flood Map =food Zone FCC Residential Roof NOC Required ® qOC Receivec ® NOC Expiration 07/06/2012 Setbacks Front Back Left Side Right Side Job Description Additional Info FEAR OFF 15 SQUARE FLAT PATIO DECK ROOF DOWN TO CONCRETE ONLY. Please include the date and your name when adding information. 3/8/2011 PER KEN ARNOLD. CHANGE PERMIT TO READ TEAR OFF FLAT PATIO ROOF TO CONCRETE DNLY(NEW VERBAGE.) APPLICATION•- • Job Address 3450 TWIN LAKES TER 204 Permit Type Roof Application Type Over the Counter Permit Other Activity Type Flood Elevatio Flood Zone 1107-0080 Stories Minimum Floor Elevation Automatic Sprinkler System? ❑ Review Type Status Reviewed By Date Sent Date Started Date Complete COMMENTS Entered Number Date Entered By Complied? Compliance Date Comments J, Joe Cido *l/G7 ODFO From: Jennifer Obert <jennifer@allarearoofing.com> Sent: Wednesday, August 24, 20113:00 PM To: Joe Cicio Attachments: FW ; FW Joe, Do you think these two pictures will work? We tore down to the concrete deck and now it is covered with visqueen. Jennifer 1 of �i Roofing August 8, 2011 Re: Walter Hartwell 3450 Twin Lakes Terrace Fort Pierce, FL 34951 To Whom It May Concern: CCC1326177 This letter is in regards to permit #1107-0080. We originally pulled a permit to re -roof a deck that had pavers over it. Now the association is not wanting to put the roof back on. They would like us to tear down to the concrete deck and dispose of the roof. Neas void the above pe arr&Tefand any in pection fees. Wi Regards, r �k Charles Richards Cam" _ �. Qualifier 'rD->�— S ORTO AND SUBSCRIBED BEFOE ME THIS _ f DAY 01(2 Q, 2011. NOT Y PUBLIC- TATE OF FLORIDA "°"� JENNIFER OBERT T MY COMMISSION 0 DDS37776 EXPIRM: Novmiber 12, 2012 40 : �y m. Notary Nam Assoc. Co. 3921 S US Hwy 1 Fort Pierce, FL 34982 (772) 464-6800 — Fax (772) 464-6600 www.AllAreaRoofing.com MIAMIDA 0O O�0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF OF ACCEPTANCE�OA) CertaiuTeed Corporation (PA) 1400 Union Meeting Road Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building, Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product'is approved as described herein, and has been designed to comply with the -Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively af%cting the performance of this product TERIVIINATION of this NOA will occur after -the expiration date or if there has n a revision or change in the materials, use, and/or manufacture of the product or process. Misas- s NOA as an endorsement of any product, for sales, advertising or any other purposes shal] * Qom 'cally terminate this NOA. Failure to comply with any section of this NOA shall be cause fortD on and removal of NOA.f ADVERTISEMENT: The NOA number preceded by the words Miami-BINW, ounty, Florida, and followed by the expiration date may be displayed in advertising literature. ian rtion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-0227.09 and consists of pages I through 38. The submitted documentation was reviewed by Jorge L. Acebo. ` NOA No.: 08-0410.09 MIAMFDADE CdUM Y Expiration Date: 06/19/13 • • ��� Approval Date: 11/20/08 Page 1 of 38 �DnC l.G,�lr� A. l� ROOFING ASSEMBLY APPROVAL Cateeory: Roofing Sub -Category: APP/SBS Modified Bitumen Deck Type: Wood Maximum Design Pressure -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions S.pecificatiob Description Weather/Empire Bap/ 36" x 65' 10"; ASTM D 4601 Asphalt coated, fiberglass Sheet Roll weight: 86 lbs. Type II reinforced base sheet. F�Px-I-G Base Sheet (2 squares) 36" x 987; Roll UL Type 15 UL Type G2 Modified Bitumen coated weight: 90 lbs. ASTM D 4601, fiberglass base sheet. (3 squares) type II Flex-I-G1agm FR Base 39 3/8" x 50; Roll UL Type G2 Modified Bitumen coated Sheet weight: 90 lbs. ASTM D 4601, fiberglass base sheet. (1.5 squares) type II FIintglasO Ply Sheet Type 36" x 1647% Roll ASTM D 2178 Fiberglass, asphalt impregnated ply IV or VI weight: 40155 lbs. Type IV or VI sheet (5 squares) UL Type GI Flintlastic STA 39 3/g" x 33 ; Roll ASTM D 6222, Smooth surfaced APP Modified STA Plus 5.0 weight: 90 lbs. Grade S, Type II Bitumen membrane with non - (I square) woven polyester mat reinforcement lintlastic GT GTA FR 39 3/8" x 33' 3'; Roll ASTM D 6222, for torch application. Granule surfaced APP Modified or Flintlastic Diamond GTA weight..105. lbs. Grade G, Type II Bitumen membrane with non - (I square) woven polyester mat reinforcement for torch application. Flintlastic GTS 39 3/8' x.20"; Roll ASTM D 6164, Granule surfaced SBS Modified weight: 92 lbs. Grade G, Type II Bitumen membrane with non - square) woven polyester mat reinforcement for torch application. Flintlastic GMS, 39 3/8" x 34' 2"; Roll ASTM D 6164, Granule- surfaced SBS Modified GMS Premium weight 1001105 lbs. Grade G, Type II Bitumen membrane with non - (I square) woven polyester mat reinforcement for mop application. Flintlastic FR, 39 3/8" x 34' 2"; Roll ASTM D 6164, Fire resistant, granule surfaced FR-P Premium weight: 105 lbs. Grade G, Type I SBS Modified Bitumen Membrane (I square) with non -woven polyester mat reinforcement for mop application. Flintlastic FR Cap Sheet 39 3/s" x 34' 2"; Roll ASTM D 6163, Fire resistant, granule surfaced weight: 90 lbs. Grade G, Type I SBS Modified Bitumen membrane (1 square) with fiberglass mat reinforcement for mop applications. NOA No.: 08-0410.09 rnaMw�we c Expiration Date: 06/19/13 • • , Approval Date: 11/20/08 Page 2 of 38 Flintlastic FR Cap T 39-3/8" x 34'2"; Roll ASTM 136163 Granule surfaced SBS Modified weight: 81lbs. Bitumen membrane with fiberglass (1 square) mat reinforcement for torch application. Flintlastic FR Base T 39-3/8" x 33'; Roll ASTM 136163 Modified Bitumen, coated Weight: 81lbs. fiberglass base sheet for torch (1.0 squares) application. Flintlastic FR Cap CoolStar 39 3�-^..�,-, z.; KoII HJ11Y1 �� F163 Fire resistant; granule surfaced weight: 90 lbs. q8S Modified Bitumen membrane (1 square) witu Z ,-relass mat reinforcement for mop apprications. a -'red with reflect,, CoolStar Coatis-•. Flintlastic FR Cap T 39 3/8" x 34' 2'; Roll ASTM D 6163 Fire resistant, granule surfacet. CoolStar weight; 90 lbs. SBS'Modified Bitumen membrane (1 square) with fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic GTA, GTA-FR 39 3/8" x 3T 3'; Roll ASTM D 6222 Granule surfaced, APP Modified CoolStar or Flintlastic weight.105 lbs. Bitumen membrane with non - Diamond GTA CoolStar (1 square) woven polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GTS CoolStar 39 3/8 " x 24'9"; Roll ASTMD 6164 Granule surfaced, SBS Modified weight: 92 lbs. Bitumen membrane with non- (3/o square) woven polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GMS/GMS 39 3/s " x 34' 2'; Roll ASTM D 6164 Granule surfaced SBS Modified Premium CoolStar weight: 100/105 lbs. Bitumen membrane with non - (I square) woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic FR P/FR P 39 3/g" x 34` 2'; Roll ASTM D 6164. Fire resistant, granule surfaced Premium CoolStar weight: 105 lbs. SBS Modified Bitumen Membrane (1 square) with non -woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Covered with reflective CoolStar Coating. Flexiglas Premium Cap 960 36" x 34'6" ' ASTM D 6163, Granule surfaced SBS Modified CoolStar (1 square) Grade G, Type I Bitumen membrane with fiberglass mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flexiglas Premium Cap 960 36" x 34'6" ASTM D 6163, Granule surfaced SBS Modified (1 square) Grade G, Type I Bitumen membrane with fiberglass mat reinforcement for mop applications. NOA No.: 08-0410.09 MIAMH7iADE COUNTY . ;. . Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 3 of 38 Ultra Poly SMS 36" x 64'4" ASTM D 6164, Smooth surfaced SBS Modified (2 squares) Grade S. Type I Bitumen Membrane with non- woven polyester mat reinforcement for mop applications. ±]asBa_s Sheet 36" x 98'9'; Roll ASTM D 4601 Asphalt coated, fiberglass base weight: 69 Ibs. UL Type G2 sheet. (3 squares) PolySMS'Base Sheet 39 3/8" x 64' 4'; Roll ASTM D 6164 Modified Bitumen coated polyester weight: 90 lbs. base sheet. (2 squares) Yosemite® Buffer Base 36" x 32' 10"; Roll ASTM D 3909 Mineral Surfaced fiberglass Sheet weight: 901bs. ASTM D 4897. reinforced buffer sheet. (I square) UL Type 30 Black DiamondTM Base 36" x 68'T'; Roll ASTM D 1970 Sel&adhering fiberglass reinforced Sheet weight: 78 lbs. modified bitumen base sheet (2 squares) Flintglas® Mineral 36" X 32'10"; Roll ASTM D 3909 Asphalt impregnated and coated Surfaced Cap_ Sheet 'Weight 78 lbs. inorganic glass fiber surfaced with (I square) mineral granules used as the top ply in conventional built-up roof membranes. Flintglas® Mineral 36" X 32' 10"; Roll ASTM D 3909 Asphalt impregnated and coated Surfaced Cap CoolStar Weight: 78 lbs. inorganic glass fiber surfaced with (1 square) mineral granules used as the top ply in conventional built-up roof membranes. Covered with reflective CoolStar Coating. NOA No.: 08-0410.09 MMMMAD C Expiration Date: 06/19/13 "' • Approval Date: 11/20/08 Page 4 of 38 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) FlintBoard ISO Polyisocyanurate foam insulation CertainTeed ACFoam II Polyisocyanurate foam insulation Atlas Energy Products ISO 95+ Polyisocyanurate foam insulation Firestone Building Products, Inc. High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Deck, Dens Deck Prime Water resistant gypsum board G-P Gypsum Corp. H-Shield Polyisocyanurate foam insulation Hunter Panels ENRGY-3, UltraGard Gold, PSI-25 Polyisocyanurate foam insulation Johns Manville. Fesco Board Expanded mineral fiber insulation Johns Manville Multi -Max, FA Polyisocyanurate foam insulation RMax, Inc. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. #12 & #14 Dekfast Insulation fastener SFS Intec Fastener 2. Dekfast Hex Plate. Galvalume AZ50 steel plate 2 7/8" x 3 %+" SFS Intec 3. Olympic Fastener # 12 Insulation fastener OMG & #14 4. Olympic Standard 3" round.galvalume AZ50 3" round OMG steel plate 5. Insul Fixx Fastener Insulation fastener for steel SFS Intec and wood decks 6. Insul-Fixx S Plate Galvalume AZ50 steel plate 3" round SFS Intec; 7. Tru Fast Fasteners Insulation fastener for wood The Tru Fast Corp. and steel decks 8. Tru-Fast MP-3 Galvalume AZ50 steel plate 3" round The Tru Fast Corp. 9. Tru Fast Plates Galvalume AZ55 steel plate 3" round The Tru Fast Corp. 10. Tru-Fast Plates Polyethylene plastic plate 3" round The Tru-Fast Corp. y � AP?ROY.EDr- NOA No.: 08-0410.09 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 5 of 38 EVIDENCE SUBMITTED: Test Aeency Name Report Date Applied Research Laboratories Physical Properties 28013 06/02/87 Factory Mutual Research Corporation Current Insulation FMRC 1994 01/01/95 Fastening Requirements TAS I I4/(FMRC 4470) J.I. #3Y8AI.AM 03/23/96 Underwriters Laboratories, Inc. UL 790 R11656 07/13/87 United States Testing Company, ASTM D 5147 97457-4 06/03/98 Momentum Technologies, Inc. ASTM D 4601 AX3IGSD 09/05/08 ASTM D 3909/D 4897 AX3IGSC 09/05/08 TrinitylERD TAS 114 (J) 43507.08.99-1 04/18/01 TAS 1 l4 (J) #3514.02LAB 11/11/02 TAS 114 (J)/rAS 117 (B) #3515.07.03 07/22/03 TAS 117 (B) 3503.10.06 10/10/06 TAS 117 (B) 06490.04.07-R1 06/27/07 TAS 114 (H) Letter 04/05/06 FM 4470, TAS 114 3533.01.06 01/06/06 FM 4470, TAS 114 3521.07.04 07/29/04 TAS 117 (B) C8500SC.11.07 11/30/07 ASTM Requirements C10080.09.08 09/04/08 NOA No.: 08-0410.09 Mue c Expiration Date: 06/19/13 Approval Date: MOM Page 6 of 39 Membrane Type: APP MODIFIED Deck Type 1: Wood, Non -insulated Deck Description: Minimum 19/32" thick plywood attached using wood screws spaced 6"o.c..at wood joists spaced maximum 24" o.c. System Type E(7): Base sheet mechanically fastened. All General and System Limitations a . Base Sheet: One ply of ase Flex I Glas Base, Flex -I Glas FR Base or Weather / Empire B echanically fastened as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with Simplex Mega Cap Nails spaced 9"o.c. in the lap and 9" o.c. in two staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, G1asBase, Flex I-GlasBase, Flex -I GIas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq. or one ply of Black Diamond Base Sheet self adhered or Flintlastic STA torch adhered. Membrane: Flintlastic STA. Flintlastic Diamond GTA, Flintlastic Diamond GTA CoolStar, in c GTA lintlastic GTA CoolStar, •Flintlastic GTA-FR CoolStar or GTA- FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-IbJsq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601bJsq. 2. Karnak 97, FlintCoat A-150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 % gal. /sq. Maximum Design Pressure: 60psf. (See General Limitation #7) NOA No.: 09-0410.09 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 36 of 38 1 t . i Membrane Type: SBS MODIFIED Deck Type 1: Wood, Non -insulated Deck Description: Minimum "/32" thick plywood attached using wood screws spaced 6"o.c. at wood joists spaced maximum 24" o.c. System Type E(8): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of G1asBase, Flex -I G1as Base, Flex I Glas FR Base or All Weather/Empire Base Sheet mechanically fastened as detailed below. Fastening. Base sheet shall be lapped 4" and fastened with Simplex Mega Cap Nails spaced 9" o.c. in the lap and 9" o.c. in two staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of Alt Weather/Empire Base Sheet, G1asBase, Flex-I-GlasBase, Flex-l-Glas FR Base, PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or Ultra Poly SMS adhered to the base sheet in a full mopping of approved asphalt applied within'the EVT range and at a rate of 20-40 lbsJsq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self adhered. Membrane: One ply of Flintlastic GMS, Flintlastic GMS Coo]Star, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P, Flintlastic FR P CoolStar, Flintlastic Premium FR P, Flintlastic Premium FR-P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar, Flexiglas Premium Cap 960 or Ultra Poly SMS, Flintglas Mineral Surface Cap'Sheet, Flintglas Mineral Surface Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbsJsq. or Flintlastic GTS, Flintlastic GTS CoolStar, Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to ply sheet. Surfacing: (Optional) Install -one of the following: 1. 400-lbJsq. gravel or 300-]bJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lbJsq. 2. Karnak 97, FlintCoat A-150 or APOC 212 Fibrated Aluminum at an application rate of 1.5 galJsq. Maximum Design Pressure:-60psf. (See General Limitation #7) NOA No.: 08-0410.09 MMW�52E COUNTY Expiration Date: 06/19/13 ' ' Approval Date: 11/20/08 Page 37 of 38 WOOD DECK SYSTEM LmmATIONS: 1.- A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LEWTATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The.first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note:. Spot attached systems shall be limited to a maximum design pressure: of -45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS. 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and -base sheet. as calculated in compliance with Roofing Application Standard RAS l 17. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 08-0410.09 MIAM14MDECOUNTY Expiration Date: 06/19/13 "' • • Approval Date: 11/20/08 Page 38 of 38 f ENGINEERING & TESTING, INC. Phone: (866) 781-6889 • Fax: (866) 784-8550 www.floridaenginceringandtesting.com 250 S.W. 13`h Avenue Pompano Beach, FL 33069 DATE: 7/01/11 JOB ORDER #: 11-1646 CLIENT: All Area Roofing ADDRESS: 3921 S. US Highway 1 Fort Pierce, Florida 34982 PROJECT: Hartwell Residence Flat Wood Deck ADDRESS: 3450_ Twin Lakes Drive Fort Pierce, Florida ASCE 7-05 DESIGN PRESSURE CALCULATIONS Proiect Information: Height = 20' Length = 46' Width = 45' Parapet Wall: < 3' Design Calculations: Velocity Pressure: Exposure: C Category: 11 Slope: <7° Basic Windspeed: V=140 mph Importance Factor: I=1.0 KZ=0.90, Kd=0.85 q = 0.00256*[(0.90)(1.0)( 0.85)(140)2(1.0)] = 38.38 psf Width of Pressure Coefficient: 0.1(45') = 4.5' 0.4(20') = 8.0' } use: 4'6" Effective Wind Area: <102 For parapet height three feet (3') 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) GCP; = 0.18 �9-C �% v` Q `�i Qttalitly ��\ A �&.4marance rJ 2 Page 2 FIE, O A 07/01/11, Job Order # 11-1646 h All Area Roofing V Hartwell Residence - Flat Wood Deck 3450 Twin Lakes Drive; Fort Pierce, FL: Design Pressures: 1) Field P1 = 38.38*[(-1.0) — (0.18)] = -45.3 psf 2) Perimeter P2 = 38.38*[(-1.8) — (0.18)] = -76.0 psf 3) Corners P3 = 38.38*[(-2.8) — (0.18)] = -114.4 psf Attachment Requirements: Based on N.O.A. #08-0410.09, pg 36 of 38, with a maximum design pressure of-60psf; the following are our recommended fastening patterns to attach the proposed approved base sheet to the wood deck utilizing approved Simplex Mega Cap Nails: Field: 9" o.c. @ 4" laps and 2 staggered rows 9" o.c. Perimeter: 9" o.c. @ 4" laps and 3 staggered rows 9" o.c. Corners: 6" o.c. @ 4" laps and 3 staggered rows 6" o.c. Notes: Corners and perimeter area dimension shall not be less than a = 4'6" 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, f / /l // Reza Javidan, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 ° u BUILfflVG PERMIT Planning & Development Services Building & Code Regulation Division Online address: 2300VirginiaAvenueT�1' ( \� rJ'\ p:/%•stlucieco.org/planning/permifting.htm Fort Pierce, FL34982Z� (� Quick Links Phone: (772) 462-2172 Fax: (772) 462-6443 Permit Status Lookup n�x Online Building Inspection System Permit #: SLC 1107-0080 Conf # 762 Issued: 07/07/2011 Job Location: 3450 TWIN LAKES TER 204 City: FORT PIERCE Permit Type: Roof Job Description: TEAR OFF 15 SQUARE FLAT PATIO DECK ROOF DOWN TO CONCRETE ONLY. Subdiv: Lakeshore Village of Meadowood Phase 1 Lot: Block: Parcel: 1327-704-0034-000/5 Setbacks Left: Right: Front: Rear: Zoning: PUD Number of Units: 1.00 Floors: 1 Buildings: 1 Square Footage: 0.00 Minimum Floor Elevation: Flood Map: Flood Zone: Elev: Contractor CHARLES RICHARDS ALLAREA ROOFING & WATERPROOI (772) 464-6800 3921 S US.HWY 1 FORT PIERCE, FL 34982 Property Owner WALTER T HARTWELL ( ) - 3450 TWIN LAKES TERR APT 204 FORT PIERCE, FL 34951 Property Owner ARLENE S HARTWELL 3450 TWIN LAKE TERR APT 204 FORT PIERCE, FL 34951 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2007 Florida Building Code and the St Lucie County Land Development Code. Issuance of this permit may be appealed to the St Lucie County Board of Adjustment by an aggrieved party by filing a notice of appeal with the St Lucie County Growth Management Director within thirty (30) days of the issuance of this permit in accordance with St Lucie County Land Development Code, Section 11.11.00., Appeals. Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit in accordance with St Lucie County Land Development Code Section 11.05.01 (A)(2). NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10), F.S. 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135 (1)(a), F.S. Kenneth Arnold Building Official Date INSPECTION CARD Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 Online address: hftp:/Avww.stlucieco.org/planning/permiffing.htm Quick Links Permit Status Lookup Online Building Inspection System Permit #: SLC- 1107-0080 Confirmation #: 762 Status ISS Issued: 07/07/2011 Type: Roof Job Location: 3450 TWIN LAKES TER 204 City: FORT PIERCE Jurisdiction: St. Lucie County Parcel: 1327-704-0034-000/5 Subdiv: Lakeshore Village of Meadowood Phase 1 Lot: Block: Flood: Elev: Flood Map: Setbacks Left: Right: Front: Rear: Job Description: TEAR OFF 15 SQUARE FLAT PATIO DECK ROOF DOWN TO CONCRETE ONLY. Contractor CHARLES RICHARDS 3921 S US HWY 1 Property Owner WALTER T HARTWELL 3450 TWIN LAKES TERR APT 204 Property Owner ARLENE S HARTWELL 3450 TWIN LAKE TERR APT 204 ALLAREA ROOFING & WATERPROOI (772) 464-6800 FORT PIERCE, FL 34982 FORT PIERCE, FL 34951 FORT PIERCE, FL 34951 SUB -PERMITS Permit # Status PT Cert # DBA Owner / Builder Job Description Inspection Notes: For the automated inspection system call (772)462-1261. To schedule an inspection online go to http://airs.slcfl.vetrol.com/AIRSweb.php. All inspections requested prior to 9:00 PM will be scheduled for the next business day. Inspection requests between 9:00 PM Friday and 9:00 PM Monday will be scheduled for the following Tuesday. If you require any assistance, please contact the Building Department at (772) 462-2172. Permit # Type Code Description Priority Date Sched. Res Description Inspector Date Insp. 1107-0080 999 Final Inspection 1 PLEASE INSPECTA CAP SHEETAS PRIORITY 2 AND A BASE SHEETAS PRIORITY 3 Permit Nur 1107-0080 TRANSMISSION VERIFICATION REPORT TIME 08/08/2011 14:37 NAME ST LUC1E COUNTY FAX 7724621148 TEL 7724621148 SER.# BROL2J853898 DATEJIME 08/08 14:37 FAX NO./NAME 94646600 DURATION 00:00:29 PAGE(S) 02 RESULT OK MODE STANDARD ECM