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HomeMy WebLinkAbout2639 S Laurel AveCITY OF SAN FORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 0 3 Documented Constrdetion Value: S 8,700 Job Address: 2639 S, Laurel Avenue, Sanford, _FL 32773: Historic District: Yes No Parcel.ID: 0 Type of Work: New Addition Alteration Repair Description of Work: Residential Reroof: CertainTe.ed Moc Residential ® Commercial Demo Change of Use Move O Bitumen FL253; R12 ASTM' D.61.64 Plan Review-ComtactTerson: l.aura.Hodges Title: Manager Phone: .4.070-702-3342 Fax: 321-972-8839 Email:Ihodges@hodgesbrothers.net Property O.wner'information Name. Patricia:A. Williams 'hone: 407-330;.7017 Street: .2639 S. Laurel Avenue, Sanford, FL 32773. Resident of property? : Yes City, State Zip: Contractor Information Name Carl C. Hodges Phone: 407-650-0013 Street: 1950 Cammon Way Road Fax: 321-972-8839 City, State Zip: 0r1aridoj FL 32814 State License No.: _CCC 042845.. Architect -/Engineer Information Name:. • Street: Phone: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgaige Lender.- Address: ender; 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. IFYOU 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 oonstruction . ' 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51! Edition (2014) Florida Building Code Revised: Jane 30, 2015 Permit Application p NOTICE: In addition to the. requirementsof 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 ofpermit 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. e 7 l /s- signat? W-,_l ure of Ownar/Agent Date am? / hX//i `f -1-t Print Owner/Agent's Name A437 ' Signature otary tatcofFlorida '' ' Date n'tt WRAYON tr4} W COhM S(O i FF_OSM EXPIFIM. OcWW; 9,2017 tel01- B ded;TlwtbisiYPu6lclMdemiittta Owner/Agent is Personally Known to Me or Produced ID _Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name of Florida Date MARIA C FRANCIS MY COMMISSION It EE88ONS EXPIRES March 05, 2017 I ID Type of ID BELOW IS FOR OFFICE USE ONLY to Me or Permits Required: Building 9 Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler. Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes[] No WASTE WATER: BUILDING: 45C Revised: June 30,20 15 Permit Application TAX_EXEMPTION NUN18EkSl i FLORIDA SALES: 8&8013708974C-0 FEDERAL SALES/USE 59.6000856 COMMUNITY SERVICE/ASSISTANCE S 534 W LAKE MARY BLVDIiQSANFORDFL32773-7400 P V HODGES BROTHERS E 1950 COMMON WAY RD N D ORLANDO FL 32814 O R DELIVERY Joe Sandley 407-665-2376 Board of County Commissions Seminole County, Florida PURCHASE ORDER ITEM ORDER NUMBER: 36708 ORDER TYPE ORDER DATE REQ NUMBER 00052961 OR ANALYST NICHOLS, ERIN VENDOR NUMBER 351157 PURCIMSING AND CONTRACTS MMION 1901 EAST SEWND STREET 9AWM FLORIDA32771 NWe(407)685711E1FAX- (407 885-7959 Ana Magluta 407-665-2395 EA ROOF - Patricia Williams 0.0000 8,700.00 Order and invoice In accordance with terms and conditions of IFM0217215/GCM for Rooting Repair and Replacement for Residential Properties expiring April 6, 2018. CONTRACTOR MUST CONTACT JOE SANDLEY 407-665-2376 PRIOR TO COMMENCEMENT OF WORK. A NOTICE -TOPROCEED WILL BE ISSUED BY THE COUNTY. 00276995:580833.00001' 2639 Laurel Ave 3anfor . J w. w 4 l REQUESTING 00276995' MAGLUTA, ANA . 0 8,700.(* DEPT/DIV Tli)8 ORDER IS SUBJECT TO THE TERMS & CONDITIONS ON THE REVERSE SIDE OF THIS ORDER. SUBMIT ALL INVOICES IN DUPLICATE TO: CLERK - B.C.C. FINANCE DIVISION 4141f, lve POST OFFICE BOX 8080 SANFORD, FL 32772-0889 PURCHASING AND CONTRACTS DIVISION - AUTHORIZED SIGNATURE Acct& Payable Inquiries - Phone (407) 885-7681 for: SEMINOLE COUNTY BOARD OF COUNTY COMMISSIONERS j ,•' HODGES BROTHERS ROOFING '"POBAUCONMAer AND CONSTRUCTION Date 1950 Common Way Road o Orlando, FL 32814 MOO1592 CCCO42845 / CGC1518169 Propaed Vift Location Aftnow Patricia Warms Jae 3uft, Canatroclion Project Manager2639 & IJrrrel Avg COMM* Development DIviaiom Sanford 32771 Seminole cou, PH: (407) 330-7017 534 Wad likes Mary Blvd. Sanford, FL 32773 Hodge obddn p=zu and order necesmy hupm for 7.100.00 7.$M.00 1.) Remove adabug roof and talm to disposal area. 2.) Dry roof ie with fiberglass base sheat 3.) Install gdlvaniaed metal trim aramd the pwkwkr ofthe roo£ 4.) %doll terah dmm V*m over the base sheet 5.) lhsb and debris will be removed daiky. 6.) Hodges Brothers win firmiah a five (5) year wcrimeaahip waaanty and a twelve (12) year manu&ctu= wuraniy upon Completion ofuork. Owner Is rcRMUible 1ht the removal and reinstallation of all t/e egw4mu t an zoo£ Additional woodwork tq=W to complete moft work 1.200.00 1,200.00 Pay es due upon oampletkm of ewbaeted work; Not responsible Rx araels id aniop. This price is bawd OR sac Vdde q to back toboilhowever, we are mot responsible for auks is driveway. 7hm will bean addw mnl amp lfwe are inulols to Wize driveway. Arum'oe dmV of 1,5% per month (1896 aamum) will be added to rmpdd amounts 30 days Sam date offtvaim shWddc0UCttjonWdMb6necesMY. cunt== 4V=1b psy ressonAk aumscy's £Cgs =a com costs, mabul iog any appeal costa. This propmW is w to acceptlaftwibin60daps. We do not accept or uodertalm uy liabili(y basin for delay or ambi ty to penman due m fire, skrbes, ActB offGA of thDelamenta, or of9te pnbilo aashasifim tzar do vm accept or uaderlalm any liabilitl, for damage oz loss of mduiala as work pezfo=d doe touts orotaisaloaseftld<d pard a or *e above mentiomed;nous, and fdtough ma finit on the past of Hodges Brothers Ino, This wotfsat b valid when signed and accepted by bo& varies. Please alp and -edam propeeal contract to us: Iln ACCEPTED BY• We ioa for%wd to %W]"g Total Phones Fwc 0I E4TmN Web SfOe 407.630.0013 32I-971-8939 wwWMa 8.700.00 THIS INSTRUMENT PREPARED BY: Name: Hodges Brothers Inc. Address: 1950 Common Way Road Orlando. Fl. 32au NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: I if ill 1111111111 I(I 1111111111 fill fill r.l`:...-'!iii{N 11r;l"Se..F-sir,-lct>._ :i..in r ji' T:IR :{iI T "OURT t COMPTROLLER C'•_ERR `S Y 20151774242 07/07/2013 RECORDING FEES 1(7as.,i Parcel ID Number: 01-20-30-505-0000-0170 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. DESCRIPTION OF PROPERTY: (Legal description of the property and streefaddress if available) LOT 17 PINE CREST HEIGHTS REPLAT PB 9 PG 77, 2639 S. Laurel Avenue, Sanford, FL 32773 GENERAL DESCRIPTION OF IMPROVEMENT: residential reroof OWNER INFORMATION: Name: Patricia A. Williams Address: 2639 S. Laurel Avenue, Sanford, FL 32773 Fee Simple Title Holder (if Other than owner) Name: Address: CONTRACTOR: Name: Carl C. Hodges Hodges Brothers Inc. Address: 501 Hames Avenue, Orlando, FL 32805 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySection713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(•l)(b), Florida Statutes. Expiration Date of Notice of Comment/(y%nt (TPe sxpfcWon date is 1 year from date of recording unless adifferentdateIsspecified) 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are truetothebstofmyknowledgiaandbelief. Patricia A. Williams Owners Signature Owners Printed Name Florida Statute 713.13(1 XgY ' The owner must sign the noeco of commencgmeM And w one else may be penni(iad to sign 111 his or her stead' State of _ V+ Icv •ef, County ofnul- The forego Ing instrument was acknowledged before me this day of '. C71- l .20 j5 byTQ rG4 i rin iCJ i441nS Who Is personally known to me Name of person making stateme _ fORwhohipsproducedIdentificationt type of Identification produced: _ }' L ( L 1 CORAYON I MY CON41tiSM011If FF 067066 EXPIRES: October 29, 29M — Bwded ThM N0WY Rft Lhtderwttma JUL 0 8 2015 Page 1 of 2 gCORD COPY r rr FMRJd DeparMtof SCIS Home Log In I user Registration Hot Topics I Submit Surcharge Stats & Facts I Publications ( FBC Staff BCIS Site Map Links Search Busines ProduProfessi -al @USER: PubiApproval Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL2533-1113 Application Type Revision Code Version 2014 REVIEWED FOR CODE COMPLIANCE Application Status Approved PLANS EXAMINER Comments '7— (L f s Archived DATE Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier ; a,gNFORD BUILDIN DAddress/Phone/Email 18 Moores Road Malvern, - 47 i'FRM17 ISSUED SHALL BE CONSTRUED TO BE. Mark. .Hare 47 CENSF TO PROCEED WITH THE WORK AND NOT, Mark.D.Harner@saint-gobain.com ' AIITWORITY TO VIOLATE, CANCEL, ALTER OR SE ASIDF. ANY OF THE PROVISIONS OF THE TECHNIC/ Quality Assurance Representative ' OOES. I'dQR SHALL ISSUANCE OF A PERMIT PREVI Address/Phone/Email r1 -IF BUILDING OFFICIAL FROM THEREAFTER 3EOUIRING A CORRECTION OF ERRORS IN PLAN; Category Roofing CONSTRUCTION OR VIOLATIONS OF THIS CODE Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received BUI(p Florida Engineer or Architect Name who developed Robert Nieminen '1/C the Evaluation Report S Florida License PE -59166 O Quality Assurance Entity UL LLC % Quality Assurance Contract Expiration Date 07/03/2017 °9R 1ENC Validated By John W. Knezevich, PE D Validation Checklist - Hardcopy Received 15 23 o3 Certificate of Independence FL2533 R13 COI 2015 01 COI Nieminen.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By 7/16/2015 Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/16/2015 Date Validated 04/07/2015 Date Pending FBC Approval 04/11/2015 Date Approved 06/23/2015 Summary of Products Limits of Use FL # Model, Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL2533 R13 II 2015 03 FINAL2 Al ER CERTAINTEED MODBIT FL2533- R13.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: +N/A/ -630 Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Limits Evaluation Reports of Use. 2.) The design pressure noted in this FL2533 R13 AE 2015 03 FINAL2 ER CERTAINTEED MODBIT FL2533- R13.pdfapplicationrelatestoonespecificsystem. Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes max design pressures. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hffL. Product Approval Accepts: k secu.lt AIIrrRICS 7/16/2015 QOTRINITYIERD'- APPENDIx1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 16 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8-9 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10-11 1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 12-14 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-16 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 16 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 17-19 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 20-24 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 25-26 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 27-34 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 35 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 35 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 36-37 413 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 38 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 39-43 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 44 513 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 45 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 45 5D CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 46 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 47-48 613 Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 49 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 49 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 50 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 51-57 7B Various Recover F Non -Insulated, Bonded Roof Cover 57 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: CMG #14 Roofgrip with Flat Bottom Plate (Accutrac), CMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. Steel Deck: CMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. Concrete Deck: CMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), CMG HD or CD -10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1 -inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 3520.03.04-1134 for FL2533-R13 Certificate of Authorization #9503 Revision 14: 03/27/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 1 of 57 QOTRINITYIERD'-' 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8, when installed with the roof cover. 4. Minimum 200 psi, minimum 2 -inch lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. S. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. Hot asphalt (HA): Full coverage at 25-30 lbs/square Ashland Pliodeck (A -PD): Continuous 0.75 inch wide ribbons, 12 -inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. Dow Insta-Stik (D -IS): Continuous 0.75 to 1 inch wide ribbons, 12 -inch o.c. Dow Spray -N -Grip (D -SG): Full coverage Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5 -inch wide ribbons, 12 -inch o.c. Millennium PG -1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75 -inch wide ribbons, 12 -inch o.c. OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75 -inch wide ribbons, 12 -inch o.c. (PaceCart or SpotShot) 3M CR -20: Continuous 2.5 to 3 -inch wide ribbons, 12 -inch o.c. (Note: TITESET may be used where CR -20 is referenced). Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: Ashland Pliodeck (A -PD) @ 12 -inch o.c. MDP -105.0 psf (Min. 1.0 -inch) Ashland Pliodeck (A -PD) @ 6 -inch o.c. MDP -277.5 psf (Min. 1.0 -inch) Dow Insta-Stik (D -IS): MDP -120.0 psf (Min. 1.0 -inch) Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0 -inch) Millennium PG -1 Pump Grade Adhesive (M -PGI): MDP -157.5 psf (Min. 1.0 -inch) OMG OlyBond 500 (013500): MDP -45.0 psf (Min. 0.5 -inch Multi -Max FA3) OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5 -inch ISO 95+ GL) OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5 -inch ENRGY 3) OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5 -inch ACFoam II) 3M CR -20: MDP -117.5 psf (Min. 1.0 -inch) 7. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft. B. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX -1. 11. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA -1 or TAS 124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 3520.03.04-1114 for FL2533-1113 Certificate of Authorization #9503 Revision 14: 03/27/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 57 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. CERTAINTEED FUNTLAST10 MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Base and Ply sheets, Asphalt- Hot asphalt at 20-40 lbs/square Applied) Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI BP-AA2 Base Yosemite Venting Base Hot asphalt in 24 -inch diameter spots in 30- Base, Spot -Asphalt -Applied) inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9 -inch diameter spots in grid Base, Spot -Asphalt -Applied) pattern noted herein. BP-AA4 Base Yosemite Venting Base Hot asphalt in 9 -inch wide ribbons spaced. - Base, Strip -Asphalt -Applied) as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Plexiglas Base; Flintlastic Base 20 Millennium Hurricane Force MembraneAdhesive, beads spaced 6 -inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS -AA Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR DualSBS, Asphalt -Applied) Hot asphalt at 20-40 lbs/square Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -13 CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA1 FlintBond Brush or Karnak No. 81 Cold Note: Base ply cures overnight prior to application of the cap ply. SBS, Cold -Applied) Process Modified Bitumen Adhesive Brush Grade at 1 gal/squareFlintlasticFRCap30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar, CaCap Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR DualSBS, Cold -Applied) Henry #903 Adhesive at 1.5 gal/square. Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR DualSBS, Cold -Applied) Adhesive, beads spaced 6 -inch o.c. Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar, Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for 171-2533-1113 Revision 14: 03/27/2015 Appendix 1, Page 3 of 57 I© QOTRINITY I ERD TABLE 1E-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP (psf) Base Fasteners Attach Ply CapNo. See Note 1) SELF -ADHERING SYSTEMS: W-47W47 Min. 15/32 -inch plywood at max Flintlastic SA NailBase Min. x ga. long, etal 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in four, equally spaced, staggered center BS- Optional) SBS- SBS -SA 52.S 24 -inch spans M NailsSimplexMCapp SA rows Min. 19/32 -inch plywood at max. 32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c. at min. 2 -inch lap and 8 -inch o.c. Optional) lASBS- W-48 Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SBS -SA 52.5 24-inch spans ring shank nails rows Min. inch plywood at max. 32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c. at min. 2 -inch lap and 8 -inch o.c. O tional) SBS - W -49 Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SAP SBS -SA 60.0 24 -inch spansinchpa ring shank nails rows Min. 19/32 -inch plywood at max 32 ga., 1 -5/8 -inch dia. tin 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. Optional) SBS- W-50 Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SBS -SA 75.0 24 -inch spans ring shank nails rows Min. 32 -inch plywood at max 32 ga., 1 -5/8 -inch dia. tin 4 -inch o.c. at min. 2 -inch lap and 4 -inch o.c. Optional) SBS - W-51 Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SBS -SA 105.0 24 inch spans ring shank nails rows HYBRID SYSTEMS: Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin W-52 Min. 19/32 -inch exterior grade Base 20; All Weather/ Empire caps with ga. annular 9 -inch o.c. at 4 -inch lap and 12 -inch o.c. in SBS -SA -H SBS -AA, SBS -TA 45.0 : plywood at max. 24 -inch spans Base; Poly SMS Base; Ultra Poly ring shank nailsn two, equally spaced, staggered center rows or APP -TA SMS Base Glasbase; Flexiglas; Flintlastic Min. 15/32 -inch plywood at max Base 20; All Weather/ Empire Min. 1 -inch long, 12 ga. 6 -inch o.c. at 3 -inch lap and 6 -inch o.c. in SBS SA -H SBS -AA, SBS -TA 52.5W-53 24 -inch spans Base; Poly SMS Base; Ultra Poly Simplex Metal Cap Nails four, equally spaced, staggered center rows or APP -TA SMS Base Min. 19/32 -inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c. at 4 -inch lap and 8 -inch o.c. in SBS SBS -AA, SBS -TA 52.5W-54 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally spaced, staggered center rows SA -H or APP -TA Poly SMS Base ring shank nails Min. 19/32 -inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c. at 4 -inch lap and 8 -inch o.c. in SBS 5B5 -AA, SBS -TA 60.0W-55 24 inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally spaced, staggered center rows SA -H or APP TA Poly SMS Base ring shank nails W-56 Min. 19/32 -inch plywood at max Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra 32 ga., 1 -5/8 -inch dia. tin caps with 11 ga. annular 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in SBS -SA -H SBS -AA, 585 -TA 82.5 24 -inch spans Poly SMS Base ring shank nails four, equally spaced, staggered center rows or APP -TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1113 Revision 14: 03/27/2015 Appendix 1, Page 12 of 57 City of Sanford Building & Fire Prevention Division Re -Roof Permit Card PERMIT NO. "330 _ISSUE DATE: O 7 A O • 'MC CONTRACTOR: JOB ADDRESS: TYPE OF WORK: S Post this Permit in a conspicuous place outside Approved plans must be posted with permit for inspection Leave all work uncovered until inspected Permit expires six (6) months from date of issue or last 4 inspection PROTECT FROM WEATHER A R 0O DR Y -IN INSPECTION IS REQ UIRED * * * For Inspection procedures, please refer to the re -roof inspection guidelines provided to you when the permit is issued. The Mitigation Affidavit will not suice as an alternative to receivinjZ a dM -in inspection. ROOF INSPECTION TYPE APPROVED REJECTED INSPECTOR MISCELLANEOUS INSPECTION TYPE APPROVED REJECTED INSPECTOR ROOF DRY -IN MITIGATION AFFIDAVIT FINAL ROOF . 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. 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. FBC 105.3.3 A REVISED: October 2014 Inspection Line 855.541.2112 TO SCHEDULE AN INSPECTION: Dial 855.541.2112 Provide the items requested during the message The type of inspection requested must be scheduled under the appropriate permit type Follow the prompts PLEASE NOTE: Inspections scheduled by 3:30 p.m. will be conducted the next business day. If you experience difficulty, please call 407.688.5150 Monday - Thursday 7:30 am - 5:30 pm for assistance. AUTOMATED INSPECTION SYSTEM CODES ROOF Roof Dry In 116 Mitigation Affadavit 129 Final Roof 111 Miscellaneous Notes: Miscellaneous Sheathing - Roof 106 Insulation - Roof 119 REVISED: OCTOBER 2014 Inspection Line: 855.541.2112 FIRE INSPECTIONS , CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 15-00002303 Date 7/20/15 Property Address . . . . . . 2639 LAUREL AVE Parcel Number . . . . . . . . 01.20.30.505-0000-0170 Application description . . . ROOFING APPLICATION Subdivision Name . . . . . . Property Zoning . . . . . . . SINGLE FAMILY Permit . . . . . . RESIDENTIAL ROOFING PERMIT Additional desc . . Phone Access Code 905760 Permit pin number 905760 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10-1000 129 BL29 MITIGATION AFFIDAVIT 10 116 BL15 ROOF DRY -IN 1000 111 BL03 FINAL ROOF _/_/_ ii 1 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: i5-93OJ I,Lr_lS hereby acknowledge that I personally inspected Roof deck nailing and/or Secondary water barrier work at oS3"4 and have determined that the work Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Section 837.06 F. 7 /a-7 Signature of Contractor Date op,"I 6t_lad Ccc C)"0a.7, Printed Name of CoriiractoiiJ License # License Type: General Building Residentioofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF Swo to (or affirmed) and subscribed before me this c_> day of 20 1n, by i el - i , who isLl Personally Known to me or has Produced (type of identifi,c4tion) as identification. SEAL) Sig ure o Notary Pu lic State of Florid ;:."!;; MARIA C FRANCIS MY COMMISSION # EES80606 EXPIRES March 05, 2017 Prini/Type/Stamp Name 1• of Notary Public ( 407)398.0153 Faar+rys m 3