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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED ' / Date: O ' SCABNNED permit Number: St. Lucie County l: '�tlunoD al 'IS Building Permit Application"'ul�aad Planning and Development Services�,Q Nnr Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982� Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residen ' A .3 8 PERMIT APPLICATION FOR: Roof Address: 813 Nettles Blvd Legal Description: NETTLES ISLAND INC, A CONDO -SECTION II PARCEL 813 ANDPRO-RATA SHARE IN COMMON ELEMENTS (OR 1553-237) PropertyTax ID #: 4502-501-0999-000-0 Site Plan Name: Darlene J Steiler Project Name: Darlene Steller Setbacks Front Back: Right Side: Left Side: Lot No. Block No. This is an after the fact request for roof permit, this roof was installed in during the hurricane season of 2004, during the declared state of emergency. AFTER THE FACT ROOF PERMIT. HVAC L,1Gas Tank Electric 0 Plumbing Total Sq. Ft of Construction: 1600 Cost of Construction: $ 2,300.00 Name Darlene J Steller Address: 813 Nettles Blvd Piping UShutters ❑Windows/Doors nklers 11 Generator 21 Roof S Ft. of First Floor: _ utilities Sewer Septic City: Jensen Beach, FL 34957 State: FL Zip Code: 34957 Fax: Phone No. E-Mail: djsteiler@aol.com Fill In fee simple Title Holder on next page ( If different from the Owner listed above) Name: Lloyd M. Constant Building Height: 26 Company: Andros Roofing'Construction, LLC Address: 1305 Avenue D, Fort Pierce, FL 34950 City: Fort Pierce, FL 34950 State:_ Zip Code: 34950 Fax: Phone No. 772-475-4915 E-Mail: androsconstructionggmail.com State or County License: CCC1327225 Is $2500 or more, a RECORDED Notice of Commencement is required. Name: Paawe" Address: I9a4 swear City: Pat it. Lucie State: FL Zip: 34994 Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable MORTGAGE COMPANY: x Not Applicable Name: wA Address: City: State: Zip: Phone: BONDING COMPANY: x Not Applicable Name: Name: Address: Address: City: City:_ Zip: Phone: Zip: _ I certify that no work or installation has commenced prior to the issuance of a permit. Phone: 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 firs inspection. If you intend to obtain financing, consult with lender or an attorney before commencing Work or recording vour Notice of Commencement. OF Fl. fY OF The oing instru nt was acJ�nowledge fore me this�dayof, t l�'C . 20 �by Personally Type of Id( Commission No. Revised 07/15/2014 Commission N FF 234730 .Comm. EQWQ May 27, 2I ded I rough Nadonal Notary k STATE OF FLORIDA L COUNTYOF �1 Lr1tJ e The forgoing instrument was acknowledged before me this $ day of `]U!^ ` 20 _Ls'_�by 4)v, VK C0/1*&, ' (Name of persontacknowledging ) (Signature of Notary Public- State of f lorida ) Personally Known OR Produced Identification v Type of Identification Produced C9,4-3—S33 -G4�t7-0 Commission No. FF 06yll _��o`a"a� FELIX DE nuiary ruolic -:-M 0l Florida Commission • fff 196159 My Comm. Explrea eb 4, 2019 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#114 June 5, 2015 Re: Steiler Residence Roof 813 Nettles Blvd Fort Pierce, FL To Whom It May Concern: Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Email pwelchinc@aol.com CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF AFCORD Please be advised our office has inspected the roofing installations for the above referenced address and find that the work has been completed and meets with the requirements of the FBC 2010, and with our Engineering requirements for this project. Inspections Include: Roof Sheathing, Roof Underlayment (Dry -In), and Roof Final. Roofing Installed: Roof Underlayment : Roof Sheathing: Wind Speed / Exposure: GAF Shingles (FL#10124.1) 309 Roofing Felt 15/32" Plywood Re -nailed V it :165 mph / D Thank you for your attention to this matter. If you should have any questions or concerns, please do not hesitate to contact our office. PAUL WELCH INC. Paul Welch, P.E. Reg. No 29945 PW:pj ; ST. LUCIE COUNTY BUILDING DIVISION REVIE-ViED FOR C019P, - ^- E REVIEWED BY PLANS A D PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE I' THESE PLANS AND ALL PROPOSED NI1RK ARE SUd.JEC'i To ANY MXRECTIONS .. REQUIRED BY FIELDINSPECTORSMff MAYBE ilECE",,M IN ORDER TO : 1 COMPLY WITH ALLMRXABLE April I, 2014 RE: Certification of Independence, Florida F.A.C. Rule 61 G20-3 To Whom It May Concern: This letter serves to document the following in accordance with Florida F.A.C. Rule 61 G20-3: I. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, afinancial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product Please contact our office with any questions. Sincerely, I Robert Nieminen, P.E. Florida Reg. No. 59166 Vice Prwident Email• robettnieminen@trinityerd.com EXTERIOR RESEARCH & DESIGN, LLC. d/h/a TrinitylERD - Certlfitate of Authorization 09503 MAIN: 80 Tesler Way • Suite 200 r 60attla, WA 98104 r Pr (206) 467-0054 • F: (206) 467-5840 EAST: 353 Christian Street Unit 13 r Oxford, CT 06478 r P: (203) 262-9245 • F: (203) 262-9243 EXTERIOR RESEARC14 84 DESIGN, LLC Certificate of Authorization d9503 353 CHRISTIAN STREET UNM #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.ag-R16 1 Campus Drive F1.10124•R34 Parsippany, NJ 07054 Date of Issuance:01/03/2oo8 SCOPE: Revision 16.12/16/2014 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 2010 Florida Building Code sections noted herein. DOMPnow: GAF Asphalt Roof Shingles LAEEUNO: Labeling shall be In accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONnNUEO COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AmirrisEmiimr. The Evaluation Report number preceded by the words "TrinityIERD Evaluated" may be displayed In advertising literature. If any portion of the Evaluation Report Is displayed, then it shall be done in its entirety. Im spEcricim Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for inspection at thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through S. Prepared try: Robert J.M. Nieminen, P.E. flcddo Regis"MR No, 59165, Florida OC4 ANE1983 1MobMN� 1l PAyW wswtnatN q aaUaa Nominal V.E. m I.V:flAt� Twaaa,u.m. o.,e4n�4.iM K^.eaawa+x. StV.ee, reeled NNtcpts Na: Ul4. NammdleONLYVNhaApaaN �dminlYntbr W ro tM,ameedw+e CIWiR/GtTI Wt 0 INDFmENIILMQ: 1. Tdnfty)ERD does not have, nor does R Intend to acquire or will It acquire, a financial interest In any company manufacturing or distributing products R evaluates. 2. Trinhyl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest In any other entity Involved in the approval process of the product S. This Is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 4 y s as boa ROOFING SISTEMS EVALUATION: 1. SCOPE: Product category: Roofing Subdat' egm: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing it.. accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARM. `^—on— Provei1t SPIT-49rd Year S07.25, R905.2.4 Physical Ptnperties ASTM D3462 2007 ' :5e7.2-7 1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1;-07.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2OD7 ' 507 2.7.2, R905.2.6.1 Wind Resistance TAS 107 1995 tuft k]aminrtion Refetence pate GAF (PDNI 1915) Letter of Equivalency Sea4A-Ridge impact Resistant IR 01/13/2012 PRi tTST 5878) ASTM 03462 GAf-059-02-01 09/02/20D4 PRi (TM878) AS,M D3462 GAF-08002-01 05/2512005 PR1 CM 58781 Wind Driven Rain GAF-407-02-01 01/21/2013 Ui (I'S71740) ASiM D3462 93NK6295 13/29f3993 L . (TST 1740) ASTM D3462 99NK43835 01/12/20W L' (TST 1740) TAS 107 94NK9632 03/25/2000 L (TST 1740) ASTM D3462 OINK06632 OS/02/2001 .jc (T'aT1740) ASTM D3162, TAS 107 OINK9226 05/21/2001 U',O��♦ 1740) ASTM 03161 OINK37122 12/18,12001 L.=1740) ASTM D3462 01NK37122 12/19/2001 4 (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 ULfi5T1740) ASTM D3161 OBCAS367 03/11/2003 UL (TST 1740) ASTM DM62 03NK26444 10/17/2003 UL (TST 1740) ASTM 03462 04NK13950 06/D7/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST1740) ASTM D3161 04NK30546 03/10/2005 UL (TT 1740) ASTM D3462 04NK22009 OS/06/2005 UL tM 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM 03462 OSNK27924 02/10/2006 UL (TST 1740) ASTM D3161 OSNK27924 02/11/2W6 UL (TST 1740) ASTM 03161, D3462 06CA1g077 0sl05/2Q04 UL (TST 1740) ASTM D3161, 03462 0SCA1=74 06/16/2W6 UL (TST 1740) ASTM D3161, 03462 06CA35251 10/18/2m UL(TST 1740) ASTM D3462 06CA31603 12/0112006 UL CM 1740) ASTM D3161, D3462 06CA42095 12/27/20% UL (7ST 1740) ASTM D3161 07NK05228 03/13/2007 UI ITST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/i09/2007 UL (TST 1740) ASTM 03161,03462 07CAS1742 11/08/2007 UL (TST 17401 ASTM D3161, D7158, D3462 OBUW6100 03/13/2008 UL (TST 1740) ASTM 0316L D3462 07CASS908 04/03/1008 UL (TST 1740) ASTM 03161, D3462 09CA10592 03/26/2OD9 UL fMT 1740) ASTM DEIHL D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM 03161, D7158, D3462 09NX06647 08/01/20DD UL (TST 1740) ASTM 03161, D7158, D3462 D9CA27281 08/27/2009 UL (TST 1740) ASTM D3161, 071S6, D3462 IOCA35554 (k3/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA13696 05/15/2010 UL CM 1740) ASTM DMM62 10CAO7264 05/2712010 UL (TST 1740) ASTM D3461 IOCA11963 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK21951 10/W/2010 UL (TST 1740) ASTM D3161, 07158, D3462 IONK12070 11/04/2010 UL (71ST 1740) ASTM D3161, 07158, D3462 09CA062W 01/W/2010 bitedgr Research and Daslp, LLC- CAMY cMe afALAOu1raRan69503 EYal l&lsw 114100" O150G01.08-R16 , L axis flIft ExaminaDm 69±MrM G116 UL(TST7740) ASTM D3161,07158, D3462 IOCAS3934 03/32/2011 UL (TST 11401 ASTM D31.61, D7158, D3462 UrA48924 10/22/2011 UL (MT 1740) ASTM D3161, 07158, 03462 11CA47919 12M3/2011 UL OV 1740) ASTM D3161, Dr158, D3462 11CA48408 12/W42011 UL RST 1740) ASTM D3161, D7158, 03452 11CA48725 12/09/2011 U . U.C. (TST 9628) ASTM 03462 12CA34991 10/12/2012 Ul, I.I.C. (T5T9628) ASTM D3161, D7158, D3462 12CAS8151 02/15/2013 UL, LLC UST 9628J ASTM W161 12CA38063 02/26/2013 UL. LLC (TST 9628) ASTIR 03161 13CA32332 06/18/2013 UL LLC (TST 9628) ASTM D3161 13CA37934 002/W13 UL. LLC (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 09/15/2014 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 09/24/2014 UL. LLC (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 09/25/2014 UI. U.C. (QUA 9625) Quality Control Inspection Report, R21. Michican Cry, IN 09/30/2014 UL. U.C. (QUA 9625) Qualky Control Inspection Report, R21, Shakier, G 10/07/2014 UL, U.C. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 10/W/2014 UL I.I.C. (QUA 9625) "I ty eomml Inspection Report, R21, Minneapolis, MN 1O/10/2o14 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 10/10/2014 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MO 10/15/2014 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 10/25/2014 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 10/26/2014 UL I.I.E. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 10/22/2014 UL, U.C. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 10/10/2014 4. PROclucr DESQOpmu: 4.1 fth"lmlfil- 4.3-1 Marquis' WeatherMaxO, Royal Sovereign* and Sentinel* are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot•, Cameloto II, Country Mansion* II, Grand Canyon", Grand Sequoia*, Grand Sequoia* IR, Monaco*, Slennaa, Timberline Alnerican Harvest', Timberline* ArmorShleld"' II, Timberline Natural Shadow', Timberline HDa, Timberlines Cool Series, Timberline Ultra HD4 and Woodland° are fiberglass reinforced, laminated asphalt roof shingles. 4.2.3 Siateline• is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shlnaks: 4.2.1 Seat -A -Ridge* Ridge Cap Shingles, Seal -A -Ridge° IR Impact -Resistant Ridge Cap Shingles and TimberTexa Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips. 4.3.1 Pro -Stall Starter Strip Shingles and Weather9focker4 Premium Eave/Rake Starter Strip are a starter strips for asphalt roof shingles. S. U NTATi00i5: 5.1 This L. a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVIfL 5.3 Fire Classification is not Past of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 'Wind tiassif cation: 5.4.1 The GAF asphalt shingles noted In Section 4.1 are Classified in accordance with FSC Tables 1507.2.7.1 and R905.2.6.1 to AnTM 031" Class F and/or ASTM D71SS, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d =150 mph (V„ x =194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. 5.4._ The GAF hip & ridge shingles noted In Section 4.2 are Classified In accordance with FBC Tables 1507.2.7.1 and R905.2.6.1. to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones Lip to V, -150 mph ,V„x -194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4 3 Classification by ASTM D7158 apphes to exposure category 8 or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. Extask na ch4ud Vvulpn,IlL Cer* .4. oJAuthoritaS #sSW ErakraWn ReportOLS007Lk.WA16 FLLOV"" FILfl6 1�014 � �fs 6. 55 All products In the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 6IG20.3. IMstAILAtwot.. 6.2 Undedagmant . 6.1.1 Underlayniem shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 62620.3, per FBC Sections 2W7.23, 1S07.2.A or R905.2.3. &2 Starter Shingiew. 6.2.1 Installation of Pro -Start Starter Strip Shingles and Weatherillocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 63 Asplwft Ssinglaw 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nalls per shingle in accordance with FBC Sections 1507.2 or R405.2, with the following exceptions: > Canndot, Camelot 11, Grand Canyon, GraM Sequoia, Grand Sequoia Ill. and Woodland require minimum five (5) nails per shingle. > Slm.ellne requires minimum six (6) nails per shingle. 6.3.2 Fastener' shall be in accordance with manufacturees published requirements, but not less than FBC 1507.2.6 or R9t1s.2.S. Staples are not permitted. 6.3.3 Where the roof slope exceeds 2I units vertical in 12 units horizontal, spacial methods of fastening are required. Contaa the shingle manufacturer for details. 6R HIP & RLdW *Jngb&- 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingies and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-Inch diameter beads of Henkel %octlte Pc 530 Roof & Flashing Sealant". FKimlor Remorch and 0mlp, It:C Ib t Wsporl01S06ALU6-Rt6 Certl)koft a/Autharkadan 995d3 FUOU44M "Wwon 16c 12/Si/21rt4 pap4ofS 6.4.2 Installation of Tlmber7ex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonnebom N131 Gun Grade Pugrurethane Sealant or Henkel PL Roofing and Flashing Sealant. 6.4.3 Fastener: shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or 11905.2.5. Staples are not permitted. 7. tABi_UNG: 7.] Labeling s-fa i be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 72 Asphalt .A,.6Ie wrappers shall indicate compliance with one of the required classifications detailed in FBC 'table 1607.2.7.'.;hg95.2.6.1. HURAING PERMIT P.F 1thREPANTS: required by the iuilding official or Authority Having Jurisdiction in order to properly evaluate the irutallation of this product. MANUFACTURING PUNTS: l' intact the n-,med QA entity for information on which plants produce products covered by Florida Rule 61G2R3 CIA Aulremems : uhL-IT AswmcE Etmiy: /'1L LLC—QI)A9625; (847) 664-3281 ENO OF EVALUATION REPORT - cateew Research and pes4n, UC. Certy%oteefAtgbod Waa 09=1 Evaluation fLport 01506.0IASR16 FL10324R14 Rerhbn 15: 32/16/2016 Page s of s