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Home My WebLink AboutSUBMITTED PAPERSDATE: FEES DUE: RECEIPT #: Permit #: -: Planning & Development Services Department ®- Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Tel. 772-462-1553 SCANNED APPLICATION FOR ROOF PERMIT By SEER SE SIDE OR INSTRUCTIONS St' Luce County 1. Location/Site Address: 2. Parcel ID Number: C z3o • (Nonq Office Use Only Section Township Range Map Page Zoning Land Use Initials 3. Description of Project or Work Activity: 1qY_ 4. Total Roof Area (square feet): QL) 5. Roof Pitch: 9 : i D- 'V F[ Y t-t- 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [Modifi ie�ed Bitumen [✓( Other (i p [ �oduct Approval required for all types of Roo�in'TMaterial (2 Sets) 1 0 VP ] 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. Name:2I 1 i r 61(({ �nAyr- ll) "�— Address: SOME E6p.0 ` bn City: State: Zip: Phone: Contractor Information FL Reg/Cert #: County Cert #: — ' Business Name: inn Phone: 6� 0 _n 9. Value of Construction: $ 'N q 5 "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the i form tion contained in this application is correct and that all work will be done in compliance wi�i all plicable laws regulating construction and zoning. -AUf PRINT UALIFIERS/OWNERS NAME SIGNATURE FIER/OWNER STATE OF FLORIDA, COUNTY OF - ACKNOWLEDGED BEFORE ME THIS DAY OF 20_a, BY A IDENTIFICATION WHO IS ERS LLY QWN TO ME OR HAS RODUCED S C \\� NOTARY PUBLIC -STATE OF FLORIDA Y Karen S. Nielsen SIGNATURE OF TARP TYPE OR PRINT NAME OF NOTARY (seal) _ %Commission #DD1000358 ry� ,,.•' Expires: JUINE 12, 2014 COMMISSION NUMBER J { ()MIS (� BONDED THRU ATLANTIC BONDING CO., INC. 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. Revised 4/26/2010 JOSEPH E. SMITH, CLI3 OF THE CIRCUIT COURT - SAINT S--'CIE COUNTY FILE # 3915157 OR ]' �,lZ 3595 PAGE 1094, Recorded 0__„ _/4/2014 at 10:24 hV NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS$2,500.00 (�s� PERMIT #: TAX FOLIO State of Florida, County of{j\k ILU LD IE , the undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with chapter 713, Florida statutes, the following information is provided in this notice of Commencement. 1, LEGAL DESCRIPTION OF) PROPERTY (AND STREET ADDRESS IF AVAILABLE): .i. r .- .� 2, GE ERAL DESCRIPTION OF IMPROVEMENT: REROOF 3. IFOWNER INFORMATION or LES EE INFORMATION (If Lessee contracted for the improvement) a. Name: Address: �� e I f�, L• 'J,L�C� S� b. Interest in property: 0I1.1IQeY' c. Name and address of fee simple titleholder (if other than owner): N/A 4, CONTRACTOR: a. Name: J. A. TAYLOR ROOFING, INC. Address: 302 MELTON DRIVE, FORT PIERCE, FL. 34982 b. Phone number: 772-466-4040 5. SURETY COMPANY (IF Applicable, a copy of the payment bond is attached): a. Name & Address: N/A b. Phone number. Bond amount: 6. LENDER/MORTGAGE COMPANY: a. Name & Address: N/A b. 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: a. Name & Address: N/A b. Phone number: fax number: B, IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates _N/A of to receive a copy of the lienor's notice as provided in section 713.13(1)(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 TO 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, CONSUI.T 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 SMAT OWKEk or LESSEE or WNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/MANAGER- SIGNAORY'S TITLE! OFFICE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS_q_DAY OQ�!eC.• , BY: il\ir RLll E &'AVOIJC , AS CJI11 Y' FOR PERSONALLY KNOWN R PRODUCED IDENTIFICATION -TYPE OF IDENTIFICATION PRODUCED NOTAIFAMyt( [BgSfh'IFIp[t�TLdSfIIA NOTARY PUBLIC -STATE OF FLORIDA tjj( Karen S. Nielsen Karen S. Nielsen Commission #DD1000358 AVCommission #DD1000358 z, ',SExpires: JUKE 12, 2014 -` Expires: JUNE 12, 2014 BONDED THRU ATLANTIC BOWING CO., INC BONDED TURD ATLMN7IC BONDING Co., INC. STATE OF FLORIUA.r.. _ . , �T.L COUNTYa ,�j IS TO CERTI T C P +OF HE T. E AND �i`O�iRE , a j .+ t Date' I III;%I,o [�l/_.UL«=w T reasure Harvey E. Kra -;n Coast 19 Professiona {veer#32831 B uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. Contractor j .A. w<--- Owner "NuO9.0W5 Job Address SD _ n _,pu_RD METAL ROOFIN_G_.L•.A•?_aLL_o_f�—g NEW ROOF RE -ROOF REPAIR AREA 16 54P METAL ROOF PLAN 7205 Elyse Circle /_ � P S L Florida 34952-81• PHONE(772) 466-5509 FAX(772) 489-3035 E-MAIL@tcbeweb.co m Date I -A Z-A 3 BMON ON a i 4�+j~'�■�■��m 011 1 O ON a OEM OF r SHE MENHO so= �■=■■ MON— )X nails 1 as ASCE 7-10 & FBC 2010 ENCLOSED BLDG x SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V = L(po EXPOSU RE__B__JX = L • 0 Kzt =1.0/h I, 2 3 /12 PITCH ` ROOF SYSTEM 5 V As"F_gc Nt,. I Nei4 ;!L. Iq-62 0.1 >P•i �` ` ZONE 1P@ @ h=30 = X = PSFx0.6 Z5,3 \ '' ZONE 2 P @ @ h=30 = X = PSF x 0.6 = - ¢4• 1 a = 3 N� ZONE 3P@ @ h=30 = X = PSFxO.6= -&5,1 a= � r1 MAX DESIGN PRESSURE PER NOA ^!v4, Z5' DECK TYPE &-gL000P If -THICKNESS 65 e PtiIN e. BASE SFi " 0 r�fVO.'OF PLIES _ ASTENERYPE� 7o SPACING Q Ar yti,a *Z. l2oys�Plz`Fo p PLY SHEET ti NO. OF PLIES •— FASTENER TYPE SPACING TOP PLY NO. OF PLIES FASTENER TYPE SPACING INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS: SPACING FIELD _ PERIMETER - CORNERS - INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/ HW14 vr« 60;A-t_LbJ4 Wk5rir-" DRIP EDGE SIZE :�"X DRIP MATERIAL Z6;,&Ae4.L• FLASHING MATERIAL 1.4- 4A-•A'I• ear —0 E y FASTENER SPACING FOR METAL ROOF PANELS: FIELD ) (p • PERIMETER L!e`' CORNER LA `t thl L-k" '� 4.041 `�� . �' 0 T reasure C oast B uilding E ngineers, Inc. Harvey E. Koehnen Professional Engineer #32831 Architect #AR0009471 Certified General Contractor #,:CGCO24776 - - ---..........- - -- - -- -- - - - - - - - These tables Are For Roof Coverincis 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]__oe, rtyos, ,-Aif�,5-( 45CIS 7-la COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]. 160 Exp B 160 Exp C 160 Exp C 160 Exp D 160 Exp D (One story (Two story*) (One story") (Two storyl Roof > 0 to 7 degrees Zone 1 -27.6 -33.4 -38.7 -40.6 -45.9 7degrees = 11/2112 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 degrees Zone 1 -30.7 -35.5 -37.2 -42 !Roof27 = 6/12 pitch Zone 2 D-25.3 -63.4 -61.8-64.9 - 73,3 Zone 3 -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 - 32.4 -39.3 -45.4 -47.7 -53.8 Zone 3 - 32.4 -39.3 -45.4 - 47.7 -53.8 160 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 -49.4 -57.2 -60.0 -67.8 Zone 3 -61.4 -74.3 -86.0 -90.3 -102.0 'Roof > 7 to 2 7r 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 45 degrees Zone 1 - 24.3 '-29.5 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 Miami 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 htW://www.tcbeweb.con e JA. Taylor Roofing Inc: Evaluation. Report for 26.ga. .511 brimp Metal Roof Assembly FL# 14520-R1 Evakwitialn Report Report for. J.A. Taylor Roofing Inc. Date: November 3, 2011 302 Melton Drive Fort Pierce, FL 34982 Building Code:2010 Florida Building Code Compliance Method: Rule 9N-3.005(1)(d) Section(s): 1504.3.2 Category: Roofing Project No.: FAE-001-01-01 Sub -Category: Metal Roofing Scope: Product Category. Roofing Sub -Category. Metal Roofing Compliance: The 26 ga. 5V Crimp Metal Roof Assembly described herein has demonstrated compliance . with Section 1504.3.2 of the 2010 Florida Building Code. \� ry References: Test Application Standard (TAS) 125-03 Standard Requirements for Metal Roofing Systems, Section 8 testing pursuant to Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527) report no. 0224-0501-06, dated October 31, 2006. Report addendum for report no. 0224-0501-06 (Specimen #1, 21 &4) issued by Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527), dated September 28, 2011 Drawings # `26" 5V 24" Coverage' issued by Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527), dated September 20, 2011. Engineering Analysis by PRI Construction Materials Technologies (FBC /Organiization No.TST5878), dated April 19, 2011. Product Description: ✓ 5V Crimp panel, minimum 26 ga. corrosion resistant steel (Grade 80), 26" panel (2,V maximum coverage), W ribs; material shall comply with 2010 Florida Ilu uilding Code, Section 1507.4.3. Minimum #9-15 HWH corrosion resistant fasteners with sealing washers designed for metal to wood connections of sufficient length to penetrate 6/16" through the sheathing. Material shall comply with 2010 Florida Building Code, Section 1507A.4. Limitations: Limitations and Conditions of Use include the following. - • This evaluation does not include use of the product within the High -Velocity Hurricane Zone (HVHZ). • Fire Classification is not within scope of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Page 1 of 3 JA. Taylor Roofing Inc. Evaluation Report for 26 ga. 5V Crimp Metal Roof Assembly FL# 14520-111 • The product shall be installed in accordance with the Manufacturer's instructions and the Roof Assemblies section herein. • Modifications of the products as evaluated herein are beyond the scope of this evaluation. All products listed herein shall have a quality assurance audit in accordance with F.A.C. Rule 98-72. Roof Assemblies: Assembly No. 1 Max Design Pressure: -69.25 ✓ Slope: 2:12 or greater beck. ✓Minimum 15/32' plywood or wood plank Deck Attachment In accordance with the applicable Code. In no case less than minimum 8d x 2° annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (minimum 15132") the above attachment method must be in addition to e)asting attachment Deck attachment to be designed by others. Undertay,ment: ✓ Minimum ASTM D 226, Type II {No. 30) in accordance with Section 1507.2.6 of the 2010 Florida Building Code or any Approved underlayment having current Florida Statewide or Local Product Approval. 5V Crimp Panels: Installed in accordance with Manufacturer's installation instructions. ✓Minimum #9-15 corrosion resistant fasteners with sealing washers designed for metal to wood connections of sufficient length to penetrate 5/16" through the sheathing installed 16" o.c. along the crown of the rib in the center of panel and along the lap (See Drawings). Max Des?an Pressure:-129.25 Slope: \ 2:12 or greater Deck \ Minimum 1 %2" plywood or wood Deck Attachment In ace arcs with the applicable C no case less the inimum $d x 2" annular ring ark nails spaced 6° In reroofing, where the deck " less than 32" thick ( inimum 15/. the above a chment method ust be in ddition to existing attac ent Deck attachm t to be signed by oth/deflTayment Underlaym t: Minimu ASTM De II (No. 30) in accordanwith Sec n 1507.2010 Florida BuildingCde or any Ap ved having current Florida Page 2 of 3 JA. Taylor Roofing Ina Evaluation Report for 26 ga. 5V Crimp Metal Roof Assembly FL# 14520-R1 or Local 5V 7"mp Panels: Installed in cco ance with nufacturer's ins Ilation instructions. Minimum #9-1 corrosion istant fasteners ! ling washers de ' Ned for metal to wood actions f sufficient length pen to 5/1W thro the sheathin installed ( o.c. al a crown of t rib in the enter f panel and alon he lap (See Drawings), ' Drawings: 5=V PANEL PROFILE 24" Coverage _5-7V. FASTENER DETAIL Quality Assurance: Keystone Certifications. (FBC Organization No. QUA1824) Evaluator: Charles L. Thomas, P.Fl: s `�' a •e' = Florida Registered Profestionty Engineer PE No.: 29439 -2 — % FBC Organization No.:'ANE9008 14609 Dixie Hwy, Hudson; FL,3467 4' Date111-3 r 'i'�YLD l�l AND ;a w S Harvey E. Koehnen � - Professional Engineer #. Architect #AR0009471 Certified General Contractor #CGCO24776 7205 Elyse Circle P S L Florida 34952-8212 PHONE(772) 466-5509 FAX(772) 489-3035 E-MAIL:hkoehnen@tcbeweb.com ractor 1.1k TAx W P— l NC er LaN o 2 aW5 Date 2 t 2- % L 3 address gv_O—S—I' DtJyv T uP . M_c�v�-��T: -y FILE cop ROOF RE -ROOF 2 RECOVERING REPAIR AREA �6t. BUILT UP ROOF PLAN h'''�►4 --� rY ----NONE IQQQQQQQQQQQQQ f ♦�� .: IQQQQQQQQQQQQQQ -` �QQQQQQQQQQQQ ' { IQQQQQQQQQQQQQ JQQQQQQQQQQME �QQQQQQmQQQQ �QQQQQQQQQm �*��1� Q��QQQQQQQ EMEN NEME000QQQQQQQ EME WQQQQQQQQQQQQQQ�Qri!i+i ' . ; , � M�Q +�iWi OQQQWQQQQQQQQQQQQQQQ E !' QQQQQQQQQQQQQQQQQQQQQQQmQQQQQ 7-10 & FBC 2010 ENCLOSED BLDG SEMI ENCLOSED BLDG OPEN -2 LOW RISE C&C SIMPLIFIED CAT 2/V = EXPOSURE 43 f A = _I.&/Kzt =1.O/h=}Z/�12 PITCH/MEAN PARAPET ht F SYSTEM •' F—.. o pTlosi *,I NOA_ 13 -- a IZ q. o 3 =1 B @ h=30 = X = PSF x 0.6 = —'2 7. ea. 2 B @ h=30 = X = 4 PSFx0.6=�'�'lv•— a= 3 3 B @ h=30 = X = PSF x 0.6 = a = 3x3 • 1� -' DESIGN PRESSURE PER NOA 2 y� �'►/ 1 „ TYPE P LY IUIPop THICKNESS la 13 2-" M.tN • SHEET PP Z 6 NO. OF PLIES 2— '-NERS/&QNQ49GBMPONA G.ti.V:75 NER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT: A2'oc @Lap, # Rows Z @ 12— "oc Perimeter. _5_2"oc @Lap, # Rows y @ I= "oc Corner: "oc@Lap, # Rows 2 @�" oc .ATTON BASE LAYER TYPE r- SIZE OF FASTENERS/OR BONDING MATERIAL ^ ATION TOP LAYER TYPE OF FASTENERS/OR BONDING MATERIAL BER OF FASTENERS PER INSULATION BOARD: Field HEET ^ NO. OF PLIES 'LY APPctC 4-- :5'1v1NO. OF PLIES I ACING jgjM ahL DRIP EDGE SIZE 3x 3' SIZE Perimeter Corner TYPE OF FASTENERS/BONDING -- TYPE OF fASIEPFEl4S/BONDING KeAT W EL,0$ G MATERIAL _2 & G & 4.(. 0 T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B u i l d i n g Architect #AR0009471 E ngineers, Certified General Contractor #CGCO2.4776 Inc. These "Cables Are For Reef 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 [21_oR COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]. 160 Exp C 160 Exp C 160 Exp D 160 Exp D 16J-46.4 (One story (Two story*) (One story") (Two story Roof > 0 to 7 degrees Zone 1 -33.4 -38.7 -40.6 -45,9 7degrees = 11/2 /12 pitch Zone 2 -56.2 -65.0 -68.3 -77.1 Zone 3 _84.5 -97.7 -102.7 -115.9 ------------ Roof > 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 -65.1 -78.8 - 91.2 - 95.7 - 108:,1 Roof > 27 to 45 degrees 45 degrees = 12/12 pitch Zone 1 Zone 2 Zone 3 - 27.8 -33.7 -40.0 -40.1 -46:2 - 32.4 -39.3 -45.4 -47.7 -53.8 - 32.4 -39.3 -45.4 - 47.7 -53.8 160 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 u 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 - Robf > 27 t&45 degrees Zone 1 - 24.3 -29.5 -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 Miami 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 htti)://www.tcbeweb.com it MM�IA��MI•DADE haw.duu DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Johns Manville Corporation 717 17th Street Denver, CO 80202 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.zov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Miami -Dade County Product Control Section (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 manner, 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Johns Manville APP 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 affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. `I 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. Il N This NOA renews and revises NOA No. 12-0123.06 and consists of pages 1 through 15. The submitted documentation was reviewed by Jorge L. Acebo. , �J NOA No.: 13-0129.03 Expiration Date: 06/14/16 Approval Date: 06/06/13 Page 1 of 15 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Materials: APP Deck Tyne: Wood Maximum Design Pressure -52.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description JM APP Base 39-3/8" x 48' ASTM D 6509 APP modified asphalt, fiberglass reinforced, smooth surfaced base sheet. APPeX 4S 39-3/8" x 34' ASTM D 6222 APP modified asphalt, polyester Type I reinforced, smooth surfaced membrane Grade S for use as a Base and/or Ply Sheet only. / V APPeX 4.5M 39-3/8" x 34' ASTM D 6222 APP modified asphalt, polyester Type I reinforced, min surfaced surfaced membrane. Grade G APPeX 4.5M FR 39-3/8" x 34' ASTM D 6222 APP modified asphalt, polyester Type I reinforced, fire -retardant, mineral surfaced Grade G membrane. Tricor MFR 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, granule surfaced membrane. Tricor S 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, smooth surfaced membrane for use as a Base and/or Ply Sheet only. /PermaPly 28 36" x 106; ASTM D 4601 Type II asphalt impregnated and coated 72 lb. roll glass fiber base sheet Ventsulation 36" x 36' ASTM D 4897 Heavy duty fiber glass base sheet Type II impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. G1asBase Plus 36" x 106' ASTM D 4601 Type 11 SBS and asphalt blend impregnated and coated glass fiber base sheet with fine mineral stabilizer. NOA No.: 13-0129.03 MIAMI•DADE COUNTYM Expiration Date: 06/14/16 Rujaya Approval Date: 06/06/13 Page 2 of 15 Membrane Type: APP Deck Type 1I: Wood, Non -Insulated Deck Description: /19/32" or greater plywood or wood plank System Type E: Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: ( tion #I) O ly of J A Base, PermaPly asbase us or Ve sulation iechani ly fasten to the dec ith JM t ast, OMG Roofgrip or T Fa metal to and fastener t a 'side lap 12" .c. nd two rows stag g in the enter o e sheet 18" aximu esign Pressur —45 , See er Limitation #9.) / J (Option #2) Minimum two�lie of JM PermaPly28 or Ventsulation simultaneously fasten td o the deck lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. at the lap and two rows staggered in the center of the sheet 12" o.c. 1// (Maximum Design Pressure —52.5 psf, See General Limitation #7.) ( lion #3) Minim plies of JM Per 8 or Ventsulation simu eously fas ned to a deck with Ultra t fasteners Metal Plates spaced " o.c. i 4" lap and " o.c. ' two staggere ows in a center of the sheet. (Maximu ign Pressure— .5 p See General Lim' at1 #7.) Ply Sheet: (Optio 1) One or ore pl' s of JM APP se or AP eX 4S heat w ed to base she while in ntaim " side laps and 6" e d la s. Membrane: One or more plies of APPeX 4.5M or APPeX 4.5M FR heat welded while maintaining 4" side laps and 6"end laps. Surfacing: (Optional) Install one of the following for all systems that do not achieve acceptable fire ratings through the use of FR membrane sheets. Any coating, listed below, used as a surfacing, must be listed within a current NOA. 1. 400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at a rate of 60 lb./sq. 2. Karnak 97, Karnak 97 AF, Monsey Premium Long Life Aluminum Roof Coating Asbestos Free or Monsey Prograde Aluminum, Grundy AL MB aluminum coating at a rate of 1-1/2 gal/sq. Money Aquabrite, Gardner asphalt emulsion, APOC Sunbright 400 or Henry 229 Aluminum Emulsion at 21/Z gal/sq. or APOC 212 Aluminum Roof Coating at 3 gal/sq. 3. Grundy 20 F asphalt emulsion, Endure Asphalt Emulsion, APOC 302 or 302 AF applied at 21/2 gal/sq. with optional 601bs./sq. of roofing granules embedded in wet coating. Maximum Design Pressure: See Fastening Options NOA No.: 13-0129.03 Expiration Date: 06/14/16 Approval Date: 06/06/13 Page 14 of 15 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 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 lbs./sq., 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 lbs./sq. 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 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. 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 Engineer, 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. J 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 117. 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 49 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 corners). 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0129.03 MIAMI•DADE COUNTY Expiration Date: 06/14/16 "' • Approval Date: 06/06/13 Page 15 of 15 Property Appraiser - St.Lucie County, FL Clifford E Andrews (TR) Record: I of 1 Property identification Site Address: 8005 Eden Rd Sec/Town/Range: 11 :34S :39E Map ID: 13/11S Zoning: RS-4 Ownership and Mailing Owner: Address: Sales Information Date Price 7/21/2006 100 2/1/1987 5000 1/l/1978 0 Clifford E Andrews (TR) 8005 Eden Rd Fort Pierce FL 34951-4914 hffp://www.paslc,'-'paslc/prc.asp?prclid=130160302300009 PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print V%jOIE ParcelID: 1301-603-0230-000-9 . 2 Account #: 824 ry Use Type: SF Res •� City/Cnty: Saint Lucie County Legal Description LAKEWOOD PARK -UNIT 3- BLK 24 LOT 28 (MAP 13/11S) (OR 282-883: 530-196; 2629-2239) Assessment 2013 Code Deed Book/Page 2013 Final: 31100 01 WD 2629 / 2239 Assessed: 31100 01 CV 0530 / 0196 Ag.Credit: 0 01 CV 0282 / 0883 Exempt: 31100 Taxable: 0 Taxes: 68.34 BUILDING INFOR;MA Exterior Features View: - RoolCover: ExtType: HC- - HC- YearBlt: Grade: C- - C- EIIYrBIt: StoryHght: 0010 - 1 Story No. Units: Interior Features BedRooms: 2 Electric: FnllBath: 1 HeatType: 1/213ath: 0 HeatFuel: °/nA/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cond. UTLI - UTILITY LOW Y 1 64 AV AV DWC - Driv-Concret Y 1 800 AV AV Total Land and Building Land Value: 4700 Acres: 0.23 Building Value: 26400 Finished Area: 1067 SgFt TG - Tar & Gravel RoolStruct: GA - Gable 1957 Frame: - 1965 PrimeW all: BS - CB Stucco 1 SecWall: - MX - MAXIMUM PrmintWall: DW - Drywall FHA - FrcdHotAir AvgHt/F1: ELEC - Electric Prm.Flors: CU - Carpet 100 %Sprinkled: 0 Land Information YrBlt. No. Use Type Type Measure Depth 1999 1 0100-SF Res BI -Front Ft 80 126 1957 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Page 1 of 1 2014-01-15 13:25 j.a-t"1_'7 roofing 772 468 8397 ;� �, 7724626443 P 1/1 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 # 1 �4n L �� ( I I, -_ 9} -6,_ U ) w, f_ , licensed as a( orltractor`" Engineer/Architect (Please print name & circle license type) *F nspector *General, Building, Residential or Roofing 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 I (Date) work at: (job site a dress) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) SignatA and Seal C1 13? License # STATE OF FLORI A COUNTY OF Sworn o �nd subscrib before me this- day of 20A, by..��1 Who Is persVally known to me or who has produced as identification, NOTARY PUBLIC -STATE OFFLORIDA Notary Public, State of Flora Karen S. Nielsen s Commission, #DD1000358 Signature of Nota � ••:' Expires: JUNE 12, 2014 Commission Number: B00% yp'tatUATLANrcCnONDINGCa,INC, En 01/19/2012 RECEIVED JAN 15 2014 2014-01-08 14:05 j.a.tayl,", roofing 772 468 8397 T,1 . P 6/7 r` DATE: FEES DUE: RECEIPT #: Permit #: __610 ;R -= -' -- Planning & Development Services Department Building & Code Regulation Division u a 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Tel. 772.462.1553 APPLICATION FOR ROOF PERMIT SEER SE SIDE DA INSTRUCTIONS 1. Location/Site Address: m 5,�i'w 1 n 2, Parcel ID Number: J s(�- (0&3 • a () , Ono, q Office Use Section TownsljiH I Range I Ma Pare Zoning Land Use I Initials Only I 1 1 9 3. Description of Project or Work Activity ,I.rptrn'} �9" IRP-� 4. Total Roof Area (square feet): 5. Roof Pitch: 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [Modifi ((ed Bitumen [✓( Other (i o [ �oduct Approval required for all types of ROGInTMaterial (2 Sets) 10 rib [ ] 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: _ ]_�Ar �_ yy t 1 s FL Reg/Cent #: Address: u�s_EAPN DDZ6 County Cert #: City: pycState: ,�� Business Name: Zip: Phone: Phone: 00 9. Value of Construction: $ "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTORIOWNER'S AFFIDAVIT: I certify that all of the i formation contained in this application N correct and that all work will be done in compliance wii ;tit pplicablc laws regulating construction and zoning, ff1 PRINT ALIFIER'OWNERSNAM E SIGNATURE FIER/O7N8R STATE OF 1;LORIDA. COUNTY OF_4& ACKNOWLEDGED BEFORE ME TIMSS DAY OF 201a. BY �- NO IS 1 ti Y u PRODUCED S W R. 41. NIWN _TO MC OR HAS P OD A• IDENTIFICATION NOTARY PUBLIC -STATE OF rLOWnA ""'• 1Carelt S. Nit;lst)n SIGNATURE OF NOTARY TYPE OR PRINT NA E OF NOTARY (seal) N..,11,11-Expires: Commission #DD1000358 COMMISSION NUMBFR JUKE 12, 2014 BONDED TlUtU ATLA..NTLC aOND1Na CD,,LNC. 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 I,ENDER Olt ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Rcvined 4/26/2010 ks, �� 2014-01-08 14:05 j.a.tay1.,n.r, roofing 772 468 8397 >>,, P 7/7 rIvMa'1y^NNI0I4vI-v1.LublQvuu1icy, rr. nuNlarwww-Fabl i IiiSIwl,111i,oioprPrvim—IJVIvv%7v4ovvvvv r-' rRorE Clfffi111 I' Atitlrewa (TH) Remird: 1 of I Properly I den li ff t'nlipn She Addre',S: 800S Eden Rd SccPl'uwn/Rtmgc; 11 ;34S ;39E Mop ID; 13111S Zoning; RS-4 0%Ikeralip and 111111inw Owner; Clifford E Andrews (TR) Address: 8005 Eden Rd Fort Pierce FL 349514914 RTY RECORD CARD -dS Prev 1ci1'r`• spee'Assnint Tau►K I•.u'It1111innr I'cnni1% Ilain, 1'+ull V1CIE �Gy� ParccllD: 1301.603-0230-000.9o% Account 1); 924 Use •Type: SF Res City/Crlty: Saint Luck County L(.gld Do'criplion LAKEWOOD PARK -UNIT 3- BLK 24 LOT 28 (MAP 13111S) (OR 292.883: 530.196; 2629.2239) Suics III rnrulp inu Asnewnvil 2013 Date Niue Code Deed Book/Page 2013 Finul: 31100 7/21/2006 100 01 WD 262912239 A%Nessed: 31100 2/1/1987 S000 01 CV 0530 / 0196 Ag,(:rcdit; 0 1/l/1978 0 01 CV 0282 / 0883 Exempt; 31100 Tllxllhlc: 0 Toxcs; 68.34 BUILDING INFORM A '1111111 Lund and ISiildln:1 Lund Valuc; 4700 Acres: 0.23 Building Vuluc; 26400 Finished Area: 1067 SgFt N;�Irriro I�l'ldlirca View: - RoolCovot: TG - Tar dt Grnvel RoulStruct; GA - Gublc Exl'rypc: HC• - HC• Ycurfilt: 1957 Fr01nlc; - Grade: C• • C. l:]1YrBlt: 1965 PrimcWall: as - Ca Stucco SturyHghC 0010 -1 Story NuAlnils; I Sccwllll; Inrcrler Pc1111in:s BedRooms: 2 Electric: MX- MAXIMUM PrmintWall; DW - Drywall FullBtnh: I licat'rypc: FHA - FrcfttAir AvgHI/Ph 1/2Dinh: 0 I'leotltuel: ELEC - Electric Prm.Flun: CU -Carpet %A/C: 100 %Heated: 100 %.Sprinkled; 0 slices ll uIId lylyd Itl'lll\ I'aild Illfllrmillloll Typc Y/S Qty, Units Qua], Cond. Yrl311, No, Use Type Type Mcisurc Deptll urL] — UTILITY LOW Y 1 64 AV AV 1999 1 0100-SF RcS BI -Front Ft 80 126 DWC — Driv-Concret Y 1 800 AV AV 1957 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND 13 NOT WARRANTED, Page 1 of 1