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HomeMy WebLinkAbout102 Bob Thomas Cir 17-1354; ROOFR r` CITY OF SANFORI; a - a err 7, e PERMIT APPLICATION R I 1 i •' t eation No: Docume redC—on-sTRUIctioa Value: $ Z 1z Job Address: mg beb JMMA 2 historic District: Yes No,R Parcel ID: 5 % "3(- 15_ZJl j _Z9 7 C4 Residential Commercial Type of Work: New El Addition Alteration Repair;SrDemo Change of Use Move 0 Description of Work: Plan Review Contact Person: Title: Phone: 2 Fax: Email: t Property Owner Information Name /V' /'//a' Phone: Street: ,. J"Gr9 Resident of property? ? • All W P City, State Zip: , 61XI2 Al - ZZI c Contractor Information Name ' i c/ % l" 1 - Phone: X 77-d,97 77,16- Street: Fax: 'W 7--2z9-- City, State Zip: ( State License No.: (..c l)yb 3 < Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E- mail- Mortgage Lender: Address: 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. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that -may be found in the public 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing be done in compliance with all applicable laws regulatinge s Signature of Owner/ gent Date Print Owner/Agent's Name of Signature of Notary -State of Florida ; r aft ® m ; ¢_ Signature of o= 113590 I° iY 2• NFF • OJ, . bonded ;: • • S is accurate and that all work will Date J y fate of I& Date OF 173590 Q` eondsd\b0A `:;Z Owner/Agent is ersonally KnownjjZ Me or Con ractor/Agent is Personally Known to Me or Produced ID Type of ID Prod d ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Permit NUmber: Folio/Parcel ID #._a%L—U/7CY --C 3 f 1R8111 1118111 81811 81111# 11111188111 loll Iasi Prepared by: cl:AHT Ili)LOYr :EI1INOLE COUNTY LI:AM OF CIRCUIT COURT & C:ONF'TROLL.ER CLERK'S x 2017ID46379 h:ECOIi:DEb i"i./lii`;;ii17 il:L„5'7,. PH J2D7RECORD1NG FEES 4•:I.i1.00 RECORDED BY .jP_kenro NOTICE OF COMMENCEMENT State of Florida, County of Orange 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. Description of property (legal descr tion 9f the pfopeyty, a td street address if available} 2. General im 3. Owner info ma#ion Q—Les forr ation if the Lessee contracted forth lmpro vemen t Name2 $ Address Interest in Property Name and address of fee simple titleholder (if different from Owner listed above) Name Address 4. Contractor Name -V &C9-6filC-',£12+ Telephone Number 77J7076 a7 Address U/(JY "U//l/l/S / '_. %AV i-L .5 Lam(;/ 5. Surety (if applicable, a copy of the payment bond is attached) Name Telephone Number Address Amount of Bond $ 6. Lender Name -Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name Telephone Number Address 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address 9. Expiration date of notice of commencement (the expiration date will be 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, CONSULT WITH U I.ENDER OR AN A RNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me this as ecG e4_1, for Type of authority, e.g., officer, trustee, attorney in fact day of b 6/!%>° />,I&If month ar name of person Name of party on behalf of whom instrument was executed CERTIFIED COPY • GRANT MALOY or,, ,h,, CLERK OF THE CIRCUIT COURT AND COMPTROLLER f ; SEMINOLE COUNTY, FLORIDA B DEPUTY CLERK tn..++ n..4nn4 •n\i nrl• A417714 A MAY 10 2017 SCPA Parcel View: 35-19-30-515-0000-0480 http: //parce ldetai 1. scpafl. org/ParcelD etaillnfo. aspx?PtD=3 5193 05150... Property Record Card Iiiem CIA Parcel: 35-19-30-515-0000-0480 Owner: AIKENS VINNIE 5sna ai sxaarrrty r14M. Property Address: 102 BOB THOMAS CIR SANFORD, FL 32771 Parcel Information Value Summary Parcel l35-19-30-515-0000-0480 Owner AIKENS VINNIE Property Address102 BOB THOMAS CIR SANFORD, FL 32771 Mailing 102 BOB THOMAS CIR SANFORD, FL 32771-3025 Subdivision Name I ACADEMY MANOR UNIT 01 Tax District S1-SANFORD DOR Use Code 01 SINGLE FAMILY Exemptions 00 HOMESTEAD(1994) O O —' O O O e- t O " 75 60 63 Seminole County GIS Legal Description LOT 48 ACADEMY MANOR UNIT 1 PB13PG93 Taxes 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value i $38,505 j $37,252 Depreciated EXFT Value 200 200 Land Value (Market) 11_000 8,000 Land Value Ag Just/Market Value 49,705 45,452 Portability Adj Save Our Homes Adj 3,299 0 Amendment 1 Adj P&G Adj 0 0 Assessed Value 46,406 I $45,452 I Tax Amount without SOH: $303.00 2016 Tax Bill Amount $303.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority nt V ExemptAssessmentValueExempt ValuesAssessmental Taxable Value Schools 46,406 f 25,500 20,906 County General Fund 46,406 ` 46,406 0 County Bonds 46,406 1 25,500 20,906 SJWM(Saint Johns Water Management) 46,406 ! 25,500 20,906 J City Sanford 46,406 ! 25,500 20,906 Sales Description Date Book Page AmountQualified VaGlmpBookPage ----------1--- -- - L-- I No Sales i I iFind' Comparable Sales Land Method Frontage —Depth Units Units Price I Land Value LOT - 0.00 0.00 1 $11,000.00 $11,000 Building Information Is Bed/Bath count incorrect? Click Here.Year Description Auilt ctual/Effective Fixtures l Bed i Bath Base Area i Total SF Living SF i Ext Wall Adj Value Repl Value Appendages I I 1 of 2 4/20/2017 7:45 AM SCPA Parcel View: 35-19-30-515-0000-0480 http://parceldetaii.scpafl.org/ParcetDetaillnfo.aspx?PfD=3519305150... I SINGLE 1969 FAMILY 3 2 1.0 Permits Permit ; -------[Description 01454 ADDITION - RESIDENTIAL Extra Features 8316 1,234 1,076 BRICK $38,505 $53,479 Description Area FRAMING BASE 240.00 UTILITY 48.00 FINISHED OPEN PORCH FINISHED 110.00 Agency Amount CO Date Permit Date SANFORD $33,000 3/1712004 Description Year Built I Units I Value 1 New Cost PATIO 1 10/111969 1 $200 $500 2 of 2 4/20/2017 7:45 AM Pa"t Lynch Construction LLC 909 Dennis Avenue Orlando, Florida 32807 NOTICE TO PROCEED Subject: IFB Contract for ROOF Replacement Services for Residential Properties. PO # 40129 *** Total Order $7,245.00 Address' 102 Bob Thomas Cir - Sanford Parcel ID #: 35-19-30-515-0000-0480 Contact person: Vinnie Aikens Phone Number: (321) 926-3189---'"' The services provided by our firm shall begin on 411412017 and shall reach final completion 30 days from Notice To Proceed, as described in the contract documents. The timely and accurate performance of the work set forth in the _contract documents is important to the County. It is also a primary consideration for the contractor selections on future projects. Please acknowledge below, retain a copy for your records and return the original to the Seminole County Community Development Office. Do not start the job until the required permits have been obtained and the work scheduled. Please email a digital copy of ROOF permit to: isandley@seminolecountyfl.gov Upon completion, please notify the Construction Project Manager and submit a copy of the inspection final. We are glad to have you as.part of the County's project team and we look forward to a successful project. - Sincerely, Construction Project Manager CommunityDeveiopment Seminole county Govemment Phone: 407-6652376 Fax. 407-665-2399 www. semir:o%ountff1( ov ACCEPTANCE OF NOTICE Acceptance of fh above "NOTI ROCEED" is hereby acknowledged, this %(O day of i! 2017 City of Sanford Building Division Residential Re -Roof Inspection Policy & Procedures PERMITTING REQUIREMENTS — NO PLAN REVIEW REQUIRED This document (signed) along with an accurate and completed Residential Re -Roof Scope of Work are required to be submitted as part of your permit application. The Scope of Work must include all applicable Florida Product Approval numbers for all roof components that will be installed on the project. A permit will not be issued without these documents. Copies will be made to post on the job site. Projects located in the Sanford Historic District will require plan review and approval by the Sanford Historic Preservation Board INSPECTION POLICY & PROCEDURES A Final Roof Inspection is the only inspection required for Residential (Single Family, Townhouse, Mobile Home, Apartment and/or Condominium) Re -Roof Permits. The Following is required to be provide on the job site: Permit Card, posted in a conspicuous and weatherproof location Completed Residential Re -Roof Scope of Work Completed and Notarized Inspection Affidavit All Florida Product Approval and Corresponding Installation Instructions Product Approval shall match what is on the scope of work) Digital Photographs (must include the permit number or address in each picture) o Each plane of the roof, showing the underlayment installed o Roof Deck Nailing Pattern & Spacing (including a measuring device or ruler) o Roof Deck Nails used (including a measuring device or ruler showing size of nails) o Underlayment Pattern & Spacing (including a measuring device or ruler) o Drip Edge & Valley Attachment (including a measuring device or ruler) o Shingles installed, nail pattern and location of nails Skylights (if applicable) o Digital photographs showing all installation components, per FL Product Approval o Digital photographs showing all required flashing, per FL Product Approval Failure to follow these specific guidelines will result in an affidavit provided by a Florida Design Professional (architect or engineer), certifying F$I code c"liance by personal inspection. CONTRACTOR (OR OWNER/BUILDER) SIGNATURE: / f `/ J DATE: U vC T N©Af MIAMIOAD " DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC. BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and rel documentation submitted has been reviewed and accepted t used in Miami Dade County and other areas where allowed This NOA shall not be valid after the expiration date stated ) In Miami Dade County) and/or the AHJ (in areas other than or material tested for quality assurance purposes. If this prod manufacturer will incur the expense of such testing and the of such product or material within their jurisdiction. RER re detennined by Miami -Dade County Product Control Section of the applicable building code. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 S (RER) Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.gov/economv lations governing the use of construction materials. The Miami -Dade County RER - Product Control Section to be the Authority Having Jurisdiction (AHJ). w. The Miami -Dade County Product Control Section ami Dade County) reserve the right to have this product or material fails to perform in the accepted manner, the may immediately revoke, modify, or suspend the use ies the right to revoke this acceptance, if it is t this product or material fails to meet the requirements This product is approved as described herein, and has been d sighed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida B tilding Code. DESCRIPTION: Flintlastic SA Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with tie 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 perf ance of this product. TERMINATION of this NOA will occur after the expirati 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. I any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provide 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 renews NOA # 10-0330.02 and consists of pages through 13. The submitted documentation was reviewed by Alex Tigera. NOA No.: 15-0108.03 rttat tt•oaoe eouNTY Expiration Date: 04/13/201" Approval Date: 04/09/15 Page 1 of 13 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: SBS Deck Type: Wood Maximum Design Pressure 105 psf TRADE NAMES OF PRODUCTS MANUFACTUREE TAB Product Flintlastic SA NailBase Flintlastic SA Mid Ply Flintlastic SA PlyBase Flintlastic SA Cap Flintlastic SA Cap FR Flintlastic SA Cap CoolStar Flintlastic SA Cap FR CoolStar F1intPrime Asphalt FlintPrime SA Dimensions SSe, 66'6" x 39-3/8" AST 1 33' 11" x 39-3/8" AST 39'-3/8" x 66'6" AST 3Y 11" x 39-3/8" AST 33' 11" x 39-3/8" AST 33' 11" x 39-3/8" AST 3Y l 1" x 39-3/8" AST 1, 3 or 5 gal pail AS 1, 3 or 5 gal pail Pro R LABELED BY APPLICANT: 1 Est Product ication Description D4601, Fiberglass reinforced, SBS modified bitumen ie II base sheet. D6164 Polyester and Fiberglass scrim reinforced, SBS modified ply sheet. D1970 A self -adhering Fiber glass mat, SBS modified bitumen ply sheet. D6164 Polyester scrim reinforced, self-adbering SBS cap sheet. D6163 Fiberglass scrim reinforced, self -adhering fire retardant SBS cap sheet. D6164 Polyester scrim reinforced, SBS cap sheet with a CoolStar coating. D6163 Fiberglass scrim reinforced, fire retardant SBS cap sheet with a CoolStar coating. 4 D 41 Asphalt primer. ietary Water based, polymer modified primer. NOA No.: 15-0108.03 Minrn•oaoe couNTY Expiration Date: 04/13/20 Approval Date: 04/09/15 Page 2 of 13 APPROVED INSULATIONS: Product F1intBoard ISO ACFoam II ENRGY 3 Multi -Max FA-3 DensDeck, DensDeck Prime H-Shield Securock APPROVED FASTENERS: Fastener TABa 2 Polyisocyanuratei Polyisocyanurate i Polyisocyanurate i Polyisocyanurate i Gypsum coverboa Polyisocyanurate i homogenous fiber TABLIE 3 Number Product Name Product Description 1. Dekfast 14 with Dekfast Roofing s rew with Hex Plate hexagona steel plate 2. Trufast #14 HD Fastener Roofings rew with 3" round with Trufast 3" Metal steel plat Insulation Plate 3. Roofgrip #14 with Flat Roofings rew with 3" Bottom Plate square steel plate 4. OMG Heavy Duty with 3 Roofings rew with 3" round in. Round Metal Plate steel plat 5. F1intFast #14 with FlintFast Roofings rew with 3" round 3" Insulation Plate steel plat 6. Dekfast 12 with Dekfast Roofings rew with Hex Plate hexagona steel plate WQ,P7 "AP.PR0YED *` Manufacturer with current NOA) CertainTeed Corp. Atlas Roofing Corp. Johns Manville R-Max, Inc. Georgia Pacific Hunter Panels U.S. Gypsum Manufacturer with current NOA) SFS Intec, Inc. Tru-Fast Corporation ITW Buildex OMG, Inc. CertainTeed SFS Intec, Inc. NOA No.: 15-0108.03 Expiration Date: 04/13/20 Approval Date: 04/09/15 Page 3 of 13 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Underwriters Laboratories Rl 1656 UL790 Annually Momentum Technologies, Inc. DX08C4A Physical Properties 03/22/04 DX20E3A Physical Properties 03/22/04 Factory Mutual Research 3009610 FM 4450 10/15/01 2D5A9.AM FM 4450 06/22/99 3014751 FM 4450 08/12/03 3014692 FM 4450 08/05/03 3012321 FM 4450 07/29/02 3008869 FM 4470 03/19/01 3037127 FM 4470 01/11/10 Exterior Research & 3518.12.03 TAS 114-F/G/I 12/01/03 Design, LLC 3519.12.03 TAS 114-D/J & TAS 117(13) 12/22/03 3515.07.03 TAS 114-J & TAS 117(B) 07/22/03 3521.07.04 TAS 114-J & TAS 117(B) 07/28/04 3522.07.04 TAS 114-D 07/28/04 Trinity I ERD C31410.06.10 ASTM D 5147/4798 06/03/10 C7290.01.08 ASTM D 4601/1970 01/16/08 C8370.08.08-R1 TAS 114-HJJ & TAS 117(B) 10/05/09 C8500SC.I 1.07-R1 ASTM D 6862/TAS 117(B) 08/07/09 C10080.09.08-R4 ASTM D 5147/6163/6164 03/25/10 ASTM D 6222/3909 C10080.09.10 ASTM D 5147 & 6163 09/01/10 PRI Construction Materials CTC-034-02-01 RE ASTM D 6163 11/24/08 Technologies NOA No.: 15-0108.03 MIAMI-DADECOUN7Y Expiration Date: 04/13/20 Approval Date: 04/09/15 Page 4 of 13 Deck Type 11: Wood, In: Deck Description: Min 19/32" System Type A(2): Anchor st All General and System Limitatic One or more layers of any of the fo Base Insulation Laver k plywood at max 24' mechanically fastener apply. viniz insulations. ans attached 6" o.c. using 8d diameter ring shank nails. 1ptional top layer adhered with approved adhesive. Insulation Fasteners Fastener Table 3 Density/ft2 II -Shield Minimum 1.5" thick N/A N/A Ton Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft' Securock Minimum'/a" thick N/A N/A Note: Base insulation layer shall b adhered with TITESFT Roofing Adhesive or Insta-Stick spaced 4" o.c. Top layer of insulation shall be adhere with TITESET Roofing Adhesive or Insta-Stick spaced 6" o.c. Please refer to Roofing Application Standard R S 117 for insulation altachment. Anchor Sheet: One ply of A 1 Weather/ Empire Base Sheet mechanically attached as detailed below. Fastening: Anchor shee shall be fastened with F C HVHZ nails and tin caps spaced 8" o.c. at the 3" lap and 8" o.c. i three, equally spaced ce ter rows. Primer: Apply Flint -prime SA to Securock s face at 0.3 gal/square. Base Sheet: One or more layers of Flintlastic SA I IlyBase, self -adhered. Membrane: One layer of lintlastic SA Cap, Flint astir SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self-adhe red. Surfacing: None Maximum Design Pressure: -60 psf (Se FAP,PROVEO` Limitation#7.) NOA No.: 15-0108.03 Expiration Date: 04/13/20 Approval Date: 04/09/15 Page 6 of 13 Deck Type 11: Wood, Insulted Deck Description: Min'/32" thick plywood at max 24" System Type C(1): All layers oIinsulation simultaneous] All General and System Limitation apply. One or more layers of any of the following insulations. Base Insulation Laver FlintBoard, ACFoam II, ENRGY 3 Multi -Max FA-3, H-Sl Minimum 1.5" thick Note: All layers shall be simultaneo asly fastened; see top 1: Top Insulation Laver DensDeck Minimum'/4" thick Note: All layers of insulation sh ll be mechanically a insulation panels listed are minimum sizes and dimensic shall be increased maintaining the Line fastener density. for insulation attachment. Primer: Apply FlintPrime SA to DensDeck Base Sheet: One or mor, layer of Flintlastic SA Ply Sheet: (Optional) One or more layer of Fli Membrane: One layer o Flintlastic SA Cap, Fli Surfacing: None Maximum Design Pressure: -45 psf (Sej General Limitation #7. z a fi: APPROVED 5fYbt4-Sj =- V Sv6-AIW- pans attached 6" o.c. using 8d diameter ring shank nails. v attached. Insulation Fasteners Fastener Table 3 Density/ft' N/A N/A below for fasteners and density. Insulation Fasteners Fastener Table 3 Density/ft2 1,2,3,4,5 1:1.33fe ached using the fastener density listed above. The s; if larger panels are used, the number of fasteners lease refer to Roofing Application Standard RAS 117 face at 0.3 gal/square. id Ply, self -adhered astic SA Mid Ply, self -adhered astic SA Cap CoolStar self -adhered. NOA No.: 15-0108.03 Expiration Date: 04/13/20 Approval Date: 04/09/15 Page 7 of 13 Deck Type 1: Deck Description: Wood, Non -Insulated Min 19/32" thick plywood spaced max. 24" o.c. d using approved 8d nails spaced 4" o.c. at wood joists System Type E(2): Base sheet mechanically fasten All General and System Limitations apply. Separation Sheet: (Optional) One or more layers of G1asBase, loose laid. Anchor/Base Sheet: One or more layers of Flintlasti SA NailBase, mechanically attached as described below. Fastening: Anchor/Base sheet shall be fastc ned with approved 11 gauge l -'/4" annular ring -shank roofing nails and tin caps space 8" o.c. at the min. 3" wide side lap. With three additional equally spaced) staggered rows in the center of the sheet spaced 8 inches o.c. for a total of four rows. Ply Sheet: (Optional) One or more layers of Flintlastic SA Mid Ply or SA P1yBase self -adhered. Membrane: One layer of Flintlastic SA Cap Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar sell' -adhered. Surfacing: None. Maximum Design Pressure: -60 psf (See General Limitation #7.) NOA No.: 15-0108.03 Expiration Date: 04/13/20 Approval Date: 04/09/15 Page 10 of 13 S 14- 6Af ,_ J,t/v,6) Deck Type 1: Wood, Non -Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws. System Type E(3): Base sheet mechanically fasten All General and System Limitations apply. Anchor Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 6" o.c. at the 3" lap and 6" o.c. in three, equally paced center rows. Primer: None. Base Sheet: One or more layers of Flintlasti SA PlyBase, self -adhered. Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self adhered.. Surfacing: None Maximum Design Pressure: - 75 psf (See General Deck Type 1: Wood, Non -Insulated Deck Description: Min 19/32" thick plywood at ma System Type E(4): Base sheet mechanically faster All General and System Limitations apply. Anchor Sheet: One or more layers of Flintlast Fastening: Anchor sheet shall be fastened lap and 4" o.c. in four, equally Primer: None Base Sheet: One or more layers of Flintlast Membrane: One layer of Flintlastic SA Caj Flintlastic SA Cap CoolStar se Surfacing: None Maximum Design Pressure: 105 psf (See General Limitat y ;'APPROVED °.. 7.) 24" spans attached 6" o.c. using #8 wood screws. SA NailBase, mechanically attached as described below. ith FBC HVHZ nails and tin caps spaced 4" o.c. at the 3" aced center rows for a total of five rows. SA PlyBase, self -adhered Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, in #7.) NOA No.: 15-0108.03 Expiration Date: 04/13/20 Approval Date: 04/09/15 Page 11 of 13 WOOD DECK SYSTEM LIMITATIONS: A slip sheet is required with Ply 4 and Ply 6 when used las a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer t ratings of this product. 2. Insulation may be installed in multiple layers. The first Approval guidelines. All other layers shall be adhered i. EVT range and at a rate of 20-401bs./sq., or mechanical 3. All standard panel sizes are acceptable for mechanical shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is re when the base sheet is fully mopped. If no recovery mopping with approved asphalt, 12" diameter circles, each sidelap and one down the center of the sheet allow is not acceptable. A 6" break shall be placed ever application of either system shall be at a minimum rate Note: Spot attached systems shall be limited to a ma 5. Fastener spacing for insulation attachment is based on a tested in compliance with Testing Application Standard 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/b fastener resistance value in conjunction with the maxim fastener resistance be less than thatxequired, as determi: prepared, signed and sealed'by a Florida registered Prof Consultant may be submitted. Said revised fastener spa Testing Application Standards TAS 105 and calculation 117. 7. Perimeter and corner areas shall comply with the enhz densities shall be increased for both insulation and base Standard RAS 117. Calculations prepared, signed a Registered Architect, or Registered Roof Consultant ( NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal pn Roofing Application Standard RAS 111 and applicable 9. The maximum designed pressure limitation listed shall perimeters, and corners). Neither rational analysis, nor E enhanced pressure zones (i.e. perimeters, extended corn referred within this NOA, General Limitation #7 wil 10. All products listed herein shall have a quality assurance Rule 61G20-3 of the Florida Administrative Code. a current Approved Roofing Materials Directory for fire yer shall be attached in compliance with Product Control a full mopping of approved asphalt applied within the attached using the fastening pattern of the top layer aachment. When applied in approved asphalt, panel size aired on all applications over closed cell foam insulations oard is used the base sheet shall be applied using spot I" o.c.; or strip mopped 8" ribbons in three rows, one at g a continuous area of ventilation. Encircling of the strips 12' in each ribbon to allow cross ventilation. Asphalt 12 lbs./sq. mum design pressure of 45 psf. finimum Characteristic Force (F') value of 275 lbf., as AS 105. If the fastener value, as field-tested, are below e sheet or membrane attachment is based on a minimum n design value listed within a specific system. Should the A by the Building Official, a revised fastener spacing, sional Engineer, Registered Architect, or Registered Roof ng shall utilize the withdrawal resistance value taken from in compliance with Roofing Application Standard RAS A uplift pressure requirements of these areas. Fastener et as calculated in compliance with Roofing Application sealed by a Florida registered Professional Engineer, ien this limitation is specifically referred within this ile, and/or flashing termination designs shall conform with rind load requirements. applicable to all roof pressure zones (i.e. field, trapolation shall be permitted for enhanced fastening at rs and corners). (When this limitation is specifically not be applicable.) Ludit in accordance with the Florida Building Code and END OF THIS ACCEPTANCE NOA No.: 15-0108.03 Expiration Date: 04/13/20 Approval Date: 04/09/15 Page 13 of 13 SECTION 07550 Over insulation (07240 or the Re -Cover and Insulati Sections). Hot asphalt application — Not suitable for full m directly over isocyarturate. Suitable for full mop attachment of perlite, wood fiber and fiberglass. Self adhered attachment suitable over FlintBoard iSO Cold, fiberglass and approv gypsum cover boards. Inclines: Up to 6" in 12" (inclines 2" to 6" in 12 General Requirements/Nailing section). Deck Preparation: Hot asphalt attachment — pril concrete decks with FlintPrime asphalt primer (ASTM D4 Self adhered attachment— use FlintPrime SA polymer mo fled primer (maximum drying time 4 hours). Follow the General Requirements for Self -Adhered Membrar as outlined in the Self -Adhered Membranes section of t manual. Deck must be dry, smooth, clean. Ambient temperatt for installation must be 50°F or above and weather conditic must be dry. Rolls must be stored at or above 50°F prior to u: Roofng Nbrrdwane Hot asphalt — Flintlastic SA NailBase Sheet is adhered a full mopping of approved asphalt, at an application rate 25 lbs./sq +/-15% (Spot mopping may be appropriate contact CertainTeed for details.) Laps shall be a minimum 3" on side and 4" on ends. Self -adhered — Flintlastic PlyBase or Mid Ply is positioned in place lapping 3" on sid and 6" on ends. The split release films are removed and t base ply is adhered. Install one ply of Flintlastic SA Cap, IE ping 4" on sides and 6" on ends, positioning, removing relea films and adhering in place. Set end laps in a full 1/8" bed FlintBond modified bitumen adhesive. All end laps shall diagonally staggered and not less than 3' apart. All side a end laps shall be offset a minimum of 18" from preceding plit Roofing system shall be applied in continuous application. N111111120111211 filar 'ring Work with manageable lengths. Material is positioned at aligned in place. Fold material lengthwise, first from the dov slope side, to remove the lower split release film. Once press( into place, repeat for up slope side. Selvage release is remov( prior to adherence of following course. All end laps of both ba! and mid ply require end lap cuts (see Construction Details). j materials should be installed in a continuous application at ! degrees or warmer. Stop work if poor adherence is observe Do not expose unfinished assembly components overnigl Smooth and secure Mid Ply (when installed) and SA cap she with a heavy weighted roller after each is installed. The blue fil on the upper surface of the SA NailBase, PlyBase and Mid F sheets is permanent and is not to be removed. Base Flasl' ng and Curbs Over the membrane at vertical surfaces, install base flashi consisting of Flintlastic SA NailBase or Mid Ply plus Cap detailed in the Construction Details section of the Commerc Systems Specifications Manual. Mechanically attach Flintlas SA NailBase Sheet to nailable substrates and adhere Flintlas SA PlyBase, Mid Ply and Cap to primed non nailable substrat( Adhere Flintlastic SA materials in FlintBond SBS modified bi' men adhesive when lapping or installing over granuled surfac( Nail top edge of base flashing 9" o.c. through tin -discs. Seali top of the base flashing prior to installation of counterflashing recommended. FLINTLASTIC SA NAILBASE SHEET, APPLIED USING HOT ASPHALT OR FLINTLASTIC SA PLYBASE, SELF -ADHERED AS BASE PLY FLINTLASTIC SA CAP SHEET, SELF -ADHERED FOR USE OVER NIOIN40AIL ABLE DECKS OR APPROVED INSULATION Flintlastic SA Base required over insulation) Non-Nailable Deck 6" End Lap or Approved insulation FlintPrime SA Primer w, If Required) End laps Staggered 3' Apart (min) Drainage t 393/a" 4" Lap', 3„ Lap t 393/a" 6, i F End -- 191/16" I Lap 1 , Flintlastic SA Mid Ply, Flintlastic SA PlyBase I or Flintlastic SA Cap Flintlastic SA NailBase' Flintlastic SA NailBase, applied using hot asphalt, may be substituted SA-C-BZ for the self -adhered PlyBase or Mid Ply over primed concrete decks or approved insulation. Do not apply PlyBase or Mid Ply using hot asphalt. Final Saffacing Refer to the General Requirements Section for information on reflective coatings and optional surfacing. Refer to Comrnerciall Roofing Systems dal Re*Arements Sections and to Flintlastic SA Convnerciall Roofing Systems for defirdtions. General ReqLzirenwrtts shall be awed in carjunction Vith Roof System Specification. InsiAation andfor recover specifications reqWre the integration of appropriate addenda into the main speoif cation. 2o1 In ROOFING SYSTEM Sunurnary of Materials per 100 Square Feet FlintPrime SA (min. tie gal. per 100ft2) <1 lbs. Flintlastic SA PlyBase (1 ply)* 44 lbs. Flintlastic SA Cap Sheet (1 ply) 97 lbs. Approximate Total Weight** 142 lbs. Or 42 lbs plus the asphalt if Flintlastic SA NailBase mopped to primed concrete Plus insulation if used Note: Flintlastic SA Mid Ply (or FlintFlash SA), FlintBond Trowel Grade and FlintBond Caulk Grade are needed for flashing details and min- eral surface membrane overlaps. FlintPrime SA is needed for sur- faces that require priming. Car4ts - In angles of roof deck and vertical surfaces, the roofing contrac- tor shall furnish and install an approved cant strip with a minimum 3" face. Rod System Ventilation Roof system as shown requires ventilation as per NRCA recommendations. X-4 1 5108 City of Sanford Building and Fire Prevention RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT NAILING, SHEATHING, DRY -IN, FLASHING, AND ALL FINAL ROOF COVERINGS PERMIT #: 17— 1SY ROOFING CONTRACTOR, ENGINEER, F i- l . AS A(N)' GENERAL, BUILDING, RESIDENTIAL, OR OF F.S. CHAPTER 468 BUILDING INSPECTOR, I HEREBY AFFIRM, THAT ALL OF THE FOREGOING INFORMATION IS TRUE AND ACCURATE AND THAT ALL ROOFING COMPONENTS LISTED ON THE SCOPE OF WORK AT THE ABOVE REFERENCED ADDRESS HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR PRODUCT APPROVALS AND ALL APPLICABLE CODE REQUIREMENTS - SPECIFICALLY FLORIDA BUILDING CODE, EXISTING BUILDING. IN ADDITION I CERTIFY THE INSTALLATION MEETS ALL REQUIREMENTS FOR SECONDARY WATER BARRIER AND NAILING OF THE ROOF DECK, IN ACCORDANCE WITH THE HURRICANE RETROFIT MANUAL REQUIREMENTS (BASED ON F.S. CHAPTER 553.844). LICENSE #: COMPANY CONTRACT MUST BE CONTRACTOR: OR SIGNATURE• DATE: SIGNED BY LIC HOLD D A FINAL ROOF INSPECTION IS REQUIRED: THIS SIGNED AND NOTARIZED AFFIDAVIT MUST BE PROVIDED AT THE JOB SITE AT THE TIME OF THE FINAL ROOF INSPECTION, ALONG WITH DIGITAL PHOTOGRAPHS OF EACH PLANE OF THE ROOF -SHOW ING IN DETAIL ALL COMPONENTS (DECKING, UNDERLAYMENT, FLASHING, DRIP EDGE ATTACHMENT) WITH THE PERMIT NUMBER OR ADDRESS CLEARLY MARKED ON THE DECK FOR EACH INSPECTION. THE PHOTOGRAPHS MUST INCLUDE A RULER OR MEASURING DEVICE TO CONFIRM ALL NAIL SPACING AND OVERLAPS, INCLUDING DRIP EDGE AND VALLEY FLASHING. PLEASE REFER TO THE RE -ROOF POLICY AND INSPECTION PROCEDURE PAPERWORK FOR FURTHER EXPLANATION OF ALL REQUIREMENTS. FAILURE TO FOLLOW ALL REQUIREMENTS WILL RESULT IN A FAILED INSPECTION, A RE -INSPECTION FEE AS WELL AS REQUIRING A DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER) TO CERTIFY, BASED ON -PERSONAL INSPECTION, THE INSTALLATION OF ALL ROOFING COMPONENTS. G. STATE OF FLORIDA COUNTY OF Swo and Subscribedbefore me this day oN Wh is Personally Known t e or has identification) as i en i Ica Ion. Signature of Notary Public State of Florida Print/Type/ Stamp Name of Notary Public Z: ®o co: OFF 1735 411111110 20Q_ by: Produced (type of