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HomeMy WebLinkAbout200 Odham DrRECEIVED JUL 07 2015 BET1LOF_SANF_ORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 7 t tip Job Address: ioo /f l . 5% i%4W Historic District: Yes No Parcel ID: 3%-0 %( '? Zon"i gg: Description of Work: AR —A 1/.!¢ 5f%/iL/PS zvz,26 ACa60_P_/1 Plan Review Contact Person: t/ l Title: c Phone: 76 Fax: 7 V E-mail: A&44 (0 C11 Property Owner Information Name l°! -/ Phone: Street: Resident of property? City, State Zip: GL3:;?-273 Contractor Information Name / yif/O fl/vc L i Phone: 7'b Street: ?(' P / f /S jl'e Fax: City, State Zip: 966_ D . AZ- MA 7 State License No.: Name: Street: City, St, Zip: Bonding Company: Address: AP6% Building Permit I Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: Arch itect/E ng 1 neer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. RFV h7 1d 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit,will be applied to your permit fees when the Signature ofNot '9j F!e,> Date cn M1SSI0 ••. JetY 25? c. o9• r Ir • m OFF 1735 i nc Owner/Age 1$ =:m ; . mown to Me or Produced al ot APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Signs of Contractors Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Produced ID WASTE WATER: BUILDING: Shall be inscribed with the date of application and the code in effect as_of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. u>~vmta or THIS INSTRUMENT PREPARED BY: Name: Qn„I,rAr6 Address NOTICE OF COMMENCEMENT HUM 111111110 H10 HN N111 IN III! 1"MRYfiW411 11ORSE, SENINOLE C-OIJNT`i CLERK OF CI:RCUI1' COURT & CONPI'ftOLLER CLERIC'S At 2015073060 RECORDED 07/07/2015 11:37°2161 All, ftcC:ORDIhtti FEES $10.00 RECOROED BY hdsavort_' State of Florida County of Seminole nl Permit Number: M 5 — 010 bl.3 Parcel ID Number: © 7'-20-/ -t oS')?71'?J 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 GENERAL DESCRIPTION OF IM OwNf^ Name Addre: VENT:: I // streetq1ddre§ s if available) CLERK OF T. IE CIRCUIT COMPTRO. ER AND 30ER8 7 2015 Fee Simple Title Holder (if other than owner) Address: CONTRACTOR: Name: G `!'lt Addre C I&P 19.P /h4-A Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713. 13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. nder penalt' es of perjury, I declare that I have read the foregoing and that the facts stated in it are true i.the best of nowledge and belief. Owner's Signaturei 0 •. tc Florida ame p 713.13(1)(g): " The owner must sign the notice of commencement and no one else rnj be19 "_ip higsr her stead." e—N q yeas NFF 173590 Pat Lynch Construction LLC 909 Dennis Avenue Orlando, Florida 32807 NOTICE TO PROCEED Subject: IFB 602172-15 / GCM for Roofing Repair and Replacement Services for Residential Properties. PO # 36671 ***Total Order $12,795.00 Address: 200 Odham Dr Sanford 32773 Parcel ID #:0720 31 505-OD00-0280 Contact person: Geneva McDougald Phone Number: (407) 328-9311 The services provided, by our firm shall begin on 0612612015 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 Roofing permit to: isandlev@seminolecountyfl.Pov 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 projectteam and we look forward to a successful project. Sincerely, jbe -50-A ler, Construction Project Manager CommunityDevelopment Seminole CountyGovemment Phone: 407-665-2376 Fax. 407-665-2399 www.seminolecountvfkgov ACCEPTANCE OF NOTICE Acceptance of the above "NOTICE TO PROCEED" is hereby acknowledged, this day of 2015. By Title: SCPA Parcel View: 07-20-31-505-OD00-0280 http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=0720315050D... pE,17,CpT rV,, Property rteoord Card p A/ O r G,f/t/R i pp Parcel: 07-20-31-505-0000-0280 1lrrBVlllSGt Owner: MCDOUGALD GENEVA SEAAMIOLECOUHli1 FLORiDA Property Address: 200 ODHAM DR SANFORD, FL 32773 Parcel: 07-20-31-505-01)00-0280 1 Property Address: 200 ODHAM DR Owner: MCDOUGALD GENEVA Mailing: 2D0 ODHAM DR SANFORD, FL 32773-5810 Subdivision Name: SANDRA UNITS 1 AND 2 REPLAT Tax District: Sl-SANFORD Exemptions: 00-HOMESTEAD (2000) DOR Use Code: 01-SINGLE FAMILY Value Summary 2015 Working Values 2014 Certified Values Valuation Method Cost/Market Cost/Market Number of Buid'ngs 1 1 Depreciated Bilg Value 88,803 87,514 Depreciated DCFT Value 800 800 Land Value (Market) 17,500 17,500 Land Value Ag Just/Market Value 107,103 105,814 PortabRy Adj Save Our Homes Adj 11,351 10,822 Amerdment 1 Adj Assessed Value 95,752 94,992 Tax Amount wilhout SOH: 1,055.17 2014 Tax Bil Amount 866.52 Tax Estimator Save Our Homes Savings: 188.65 x Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 28 BLK D SANDRA UNITS 1 + 2 REPLAT PB 17 PG 11 Taxes Sales Find Comparable Sales wthin this Subdivision Land Building Information Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 95,752 95,752 0 Schools ---- — 95,752 25,500 70,252 City Sanford 95,752 50,500 45,252 STNM(Saint ]ohms Water Management) _—_ ---- 95,752 50,500 45,252 Courtly Bonds 95,752 50,500 45,252 Description pate Book Page Amount QualifiedVarjImp WARRANTY DEED 12/1/1999 03787 1843 93,900 Yes I Improved WARRANTY DEED 6/1/1994 02784 0342 80,000 Yes Improved WARRANTY DEED 1/1/1977 01118 1432 37,200 Yes Improved WARRANTY DEED 1/1/1976 01106 0776 34,400 No Improved Method Frontage Depth units Una Price land Value LOT 17,SOO.00I 17,500 I 1 of 2 6/27/2015 7:58 AM JL City of Sanford Roof Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). b A sitesspecific notarized power of attorney shall be required from the licensed contractor ifPPY9 he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). These guidelines were compiled to assist the applicant in preparing a roofpermit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Honda Bull mg Code Onlme e A © http://www.tloridabuilding.org/pr/pr app_dtl.aspx?param=wGE... GUdQD D VZr5 i' 5Ais9,i,4p i U. Lij roldaDepapmenta Bcs Home I tog In j user Registration Hot Topics Submt Surcharge Stats & Fads i Publications I FBC Stair I BCIS Slte Map Links Search Business/ Professional USER:PuucuecUseroval 4 0 Regulation Product ADDrovat Menu > Product or Aoot:ation Search > Application Ust > Application Detain FL # FL2533-R12 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/ Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark. d.hamer@saint-gobain.com Authorized Signature Mark Harner mark. d.hamer@saint-gobain.com Technical Representative Mark D. Hamer Address/ Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D.Hamer@saint-gobain.com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL2533 R12 COI 2014 04 COI Nieminen odf Referenced Standard and Year (of Standard) Standard Year R ASTM D6162• 2000 ASTM D6163 2000 ASTM D6164 i 2005 1 of 2 6/14/2015 9:58 AM i rlonaa tsun ing t;oae vnlme http://www.tloridabuilding.org/pr/pr_appjtl.aspx?param=wGE... Equivalence of Product Standards Certified By , Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of D-4.. c ASTM D6222 2002 ASTM D6509 2000 FM 4470 1992 FM 4474 2004 Method 1 Option D 10/24/2014 10/24/2014 10/27/2014 12/15/2014 03/16/2015 FL # Model, Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL2533 R12 II 2014 10 FINAL Al ER CERTAINTEED MODBIT FL2533- R12.odf ; Impact Resistant: N/A Design Pressure: +N/A/-630 Other: 1.) Refer to ER Section 5 for Limits of Use. 2.) The design pressure noted in this application relates to one specific system. Refer Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL2533 R12 AE 2014 10 FINAL ER CERTAINTEED MODBIT FL2533- R12.odf to the ER Appendix for all systems and max design pressures. Created by Independent Third Party: Yes Badt Next Contact Us :: 1210 North Monme Street AKahassee Fl. 32399 Phone: 850-487-1824 The state of Florida Is an AA/EEO employer. Copyright 200.7-2013 State of Florida :: Privacy Statement :: AccessbBAv Statement :: Refund Statement Under Fbrida law, email addresses are public records. If you do not want your a -mall 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, efrective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Wthey have one. The emalls provided may be used for offlclal communication with the licensee. However emalladdresses 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 avallable to the public. To determine Fyou area kensee under Chapter 455, F.S., please click here . Product Approval Accepts: eChk<) 5ccurih• at 1Ark.a i of 2 6/ 14/2015 9:58 AM r TRINITY J ERD TABLE162 VVOODD®C4-NBNOONSR3=ON,FBIOOF(Tsui-OF} oRFEOOV92 SYS113viTYPEE NON•INS"TED MECfWt`NCALLYATiAO-EDBAMS-EET BOMMFMFOOVER 9/9em Deck Base Street FbofQWer MDP No. See Notel) PS) Base Rdeners Attach Fly cap AnsarrcSlsrans . J i 84ndh o.c ai min. 3.4rxih lap and &inch o.c In W-72 Min.19/32-Inch plywood at RintlasticrAWBase ReNote2 two, equallyelspced,sgredcteruns4 reQKik) S3SS4 max244ndhspansSBSS4825' ASIM D41) primer or RintRime SA Rirdfa t 3 in. Insulation Raleswith Hindi o.c; at mint 24ndh lap and 64nch o.c in W- 73 Min. 151324ndhplywood at RintlasticSAN91Base RintFa9#12or#14:Trufa9MFSwith 0P three, equally spaced, staggered center rows optional) max244ncispans orHE%CMG 3in. FbundMetal Raleswilh Stress plates shall be primed withRiMF7ime S3Sak 53S9a 97.5' OMG#14 FD ASfM D41) prima or RintRime S'i Rintfa93in. Insulation Rateswith 64ndhoxatmin. 2- indhlap and 64ndhocln ' W-74 Min.151324ndhplywoodsi Rirtlla9icSANalBase RintFe9#12or#14, TrufastMP3withOP four, I equhalyspaced, 9aggaedoemerrows optional) max244mdhspans or HQ CMG3in. FloundMetaFRaleswithStress plates shall beprimed with RintRirne 3V% sr% 427.5 CMG#14 HD AS(M [91) primer or RinlRime SA Hi9woSlsrets f 4: Rintfast 3 in. insulation Rateswith 64ndh o. c. at 44nch 1 and 64nch o.c In ttre; W-75 Min.15/32-inch plywaodat olyEMs, aie,Utic 20 poly EMS flintFa9#12or#14;TMastMP3with DP equally paoed,9aggaedoahtermns Stress IFt A4ES max244ndh ahs PoIYSMSame orHOtCMG3in.IbundMetalFlaleswith plates dial be primed withRintMme(AS' IM k TAorAFRTA 97.5 CMG#14 HD D41) prang or RintRime SA W76 Min.19/ 32dndh plywood at Gasbasa: Reh3glas, Rinttastk 1bs20 R ySMSBase Utra 51et4ole2 7 irhdh o.c al 3irhihlapand 7 irhdh o.c in fuse I SAq SBS max244nuii ahs Poly SMSBase equally spaced, staggered center rows TAorAFF-TA 105.0 W77 MIn.15/32-irxfhplywuxxiat Gasbag ReAglas flintlastic se20 PoIySMSF? UVa Rmtfa9 3 in. Insulation Raleswith RimFest#12or#141jrufa9MP3withOP 64nch o.c at 44nch lap and 64nch me in four, i equally $paced,staggered orhter rows Stress h max244ncispanu RrlySAS@ise orHQCMG3irtFbuhdM&alRateswith plates9hallbeprimedwitca nlRime ASiM t CFI TAM 127.5 CMG#14FD 91)primer orRintRimeSA InONN-S3'rBdS i t J W-78 Min. 231324nchederior gradaplywoodatmax24 Gastrase''M Weaher/EmpireElase: 12-inch ox at 44m3h lap and 364nch ma in two,' B-AA W Aq 59S inchspans Re>agasB3ARinila9lc&as 1-1e2 Center rows A,\WTAor TAGrARa-TA 30.0' 20 YosemiteequallyTaced,9aggeredAR;TA W-79 Min. 23/32-indhWerior grade plywood at mac 24- Gasbase' AN Weetha/ EmpireBasEx See Note 2 124ndh o.c at 44ndh fah and 244ndh ox in two, B-A M& SBS{y S3& inch inspans Flwdgls RinllaskBas, equally spaced, staggered ' Aq STAar TAorAFRTA 05.0 20', YosemiteARiTA Bderior FbsBarh and Design,!!!; d/b/aTrinityJ Ba O rtificate of A thorization #95W Repaed by, Pobat Ne niner, FE.59166 Brdluation ( tort 3520.03.04-RI2 for R2533-R12 Fbvision 12:1012412014 Appendix 1, Fie 15 of 55 TRINITY i ERD APPENDIx 1: ATTACHMENT REQUIREMENTS FOB WIND UPUFr RESISTANCE 11 Table Deck Application Type Description Page1AWoodNeworReroof (Tear -Off) A-2 Mach. Attached Anchor Sheet. Bonded Insulation, Bonded Roof Cover 5.61BWoodNew, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover, 71CWoodNew, Reroof (Tear -Of) or Recover C Mech. Attached Insulation, Bonded Roof Cover r 8-91DWoodNew, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10.11 lE-1 Wood New, Reroof (Tear -Off E Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover t 12-141E-2 Wood New, Reroof (Tear -Off) or Recover E Non -insulated, Mach. Attached Base Sheet, Bonded Roof Cover t 15-16IFWoodNeworReroof (Tear•Off) F Non -Insulated, Bonded Roof Cover 162ASteelorConeNew, Reroof (Tear -Off) or Recover B Mech. Attached Base insulation, Bonded Top Insulation, Bonded Roof Cover 17-1926SteelorConc.New, Reroof (fear -OR) or Recover C Mech. Attached Insulation, Bonded Roof Cover 20.222CSteelorConc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet Bonded Roof Cover 23-243AConcreteNeworReroof (Tear -Off) A-1 Banded Insulation, Bonded Roof Cover 25-3338ConcreteNeworReroof (fearOff) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 333CConcreteNeworReroof(Tear-Off) F Non -Insulated, Bonded Roof Cover 334ALWICNearorReroof (Tear-Off)A-1 Bonded Insulation, Bonded Roof Cover 34-354BLWICNeworReroof(Tear-Otf) A-2 Mech. Attached Anchor Sheet. Bonded Insulation, Bonded Roof Cover 36 4C LWIC New, Reroof(Tear-Off) E Non•Insulated,Mach. Attached Base Sheet. Bonded Roof Cover 37.41SACWFNeworReroof(Tear-OM A-1 Bonded insulation, Bonded Roof Cover 42511CWFNeworReroof(Tear-OH) A-2 Mach. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 43SCCWFNew, Reroof(TearOff) or Recover C Mech. Attached Insulation, Bonded Roof Cover 43SDCWFNew, Reroof (Tear-0ff) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 446AGypsumReroof (Tear -Oft) AABonded Insulation, Bonded Roof Cover 4SA66BGypsumReroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 476CGypsumReroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 476DGypsumReroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 48 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 49-5578VariousRecoverFNon -Insulated, Bonded Roof Cover 55 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shag be in accordance with FBC requirements to the satisfaction of the AHI. Wind load resistance of the roof deck bedocumentedthroughpropercodifiedand/or FBC Approval documentation. shall 2. Unless otherwise noted, fasteners and stress plates for insulatbnattachment shall beasfollows. Fasteners shall beofsuf8dentlength for the following engagements: Wood Deck: OMG N14 Roofgdp with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast 014 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3' Metal InsulationPlatesorFlintFastR14FastenerwithFlintFast3' Insulation Plates. Minimum 0.754nch plywood penetration orminimum 1-Inch Steel Deck: wood plank embedment. OMG N32 or #14 Roofgrip with Recessed or Flat Bottom Plate (Aocutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast R32 or a14 with Hex Plate or 3' Round Insulation Plate, Trufast DP or HD with Trufast 3' Metal Insulation Plates or FlintFast 812 or N14 Fastener with FIIntFast 3' Insulation Plates. Minimum 0.754nch steel penetration and engage thetopfluteofthesteeldeck. Concrete Deck OMG 814 Roofgrip with Recessed or Flat Bottom Plate Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast R34 or DekSpike with Hex Plate or 3' Round Insulation Plate, Trufast HO or CF with Trufast 3' Metal Insulation Plates or FRntFast #14 Fastener with FlintFast 3' Insulation Plates. Minimum 1-Inch embedment. Fasteners Installed with a pilot hole in accordance with the fastener manufacturers published installation Instructions. Exterior Research and Design, U.C. d/b/a Trinity( ERD Certificate of Authorization 89503 Evaluation Report 3520.03.04R12 for FL2533-R32 Prepared by: Robert Nleminery PE-59166 Revision 12:10/24/2014Appendix 1, Page1of55nw „Lin TRINIiY,ERD 3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanura[e, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board, Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber RoofBoardorSECUROCKGlass -Mat Roof Board that meets the QA requirements of FAG Rule 9N-3 and Is documented as meeting FBC 1505.1 and, for foam plastic, FRC 2603.4.1 or 2603.8, when Installed with the roofcover. , 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 sheetfastenersareinstalledthroughtheLWICtoengagethestructuralsteelorconcretedeckThestructuraldeckshallbeofequalorgreaterconfigurationtothesteelandconcretedecklistings. S. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of a liation; the ribbons beads shall Hot asphalt (HA): PP / expand as noted In the manufacturers published Instructions. Fug coverage at 2530 Ihs/square Ashland Pliodeck(A-PD): Continuous 0.75 Inch wide ribbons, 12-Inch o.c. Ribbons ofsubsequent layers shall he perpendicular to those M 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 O.S-inch wide ribbons,12-inch o.c Millennium PG-1 Pump Grade Adhesive (M-PGi): Continuous OS to 0.75-inch wide ribbons, 11-inch o.c. OMG OIyBand SOD or Of&rtd Green(OBSOO): 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: ITMET may be used where CR-20Is referenced). Note: When multiple layers(s) ofinsulation and/orcoverboard are Installed in ribbanopplied adhesive, adhesive ribbons shell bestaggered fromlayer-to-layeradistance of one-half the ribbon spacing. Note: The maximum edge distancefrom 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 poWwcyanurate 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 marease' 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 thinnerboardlistedbelowmaybeusedasadrop -in for the equivalent thicker material listed in the table: Ashland Pllodeck ( A-PD) @ 124nch o.c. MDP -105.0 psf (Min.1.0-inch) i Ashland Pliodeck (A- PD) @ 6-inch o.c. MOP -277.5 psf (Min. 1.0-Inch) Dow Insta-Stik ( D-IS): MDP -120.0 psf (Min. L04nch) Millennium One Step Foamable Adhesive(M-OSFA): MDP -1S7.5 psf (Min. 1.0-Inch) Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -3575 psf (Min. LO•Inch) OMG OfyBond 500( OB500): MDP -45.0 psf (Min. 0.5-Inch Multi -Max FA3) OMG OlyBond S00( OBSOD): MDP -1875 psf (Min. O.Sdnch ISO 95+ GL) OMG OlyBond 500( OB500): MDP -315.0 psf (Min. 0.54nch ENRGY3) OMG OlyBond 500 ( OBSDD): MDP -487.5 psf (Min. OS -Inch ACFoam 11) 3M CR-20: MOP -1175 psf (Min. LO-Inch) 7. Banded polyisocyanurate 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 withanasterisk* carry the limitations set forth M Section 2.2.15.1(a) of FM LPD51-29 for Zone 2/3 enhancements. 1 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shag 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 forthesystem. 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 shag be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (forrecover) shall be capable of resisting project design pressures on Its own merit to the satisfaction of the AH1, as documented through field uplift testing in accordance with ASTM E907, FM IPDS 1-52, ANSI/SPRI IA-1 orTA5124. Exterior Research and Design, LLG d/b/a TrinitylERD Certificate of Authorization 99503 Evaluation Report 3520.03.04R12 for FL2533-1132 Revision 12:10/ 24/2014 Prepared by: RobertNleminen, PE-59166 Appendix 1, Page 2 of 5S 111a lei 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shag be suitable for a recover application. 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. f TRINITY (ERD CERTAwTEED FuHnAm& Mcomm BmnNDt CompoNEm&ArrucAmN MEntoos Reference layer Material Application BP -AA Base Glasbase; AN Weather/Empire Rase; Flexiglas Base; Flintlastic Base 20 v Base and Ply sheets, Asphalt- Applied) Hot asphalt at 20AOlbs/squarePlyFlintglasPlySheetTypeN; Flin las Premiumtg Ply Sheet Type VI 1 BP-AA2 Base, Spot -Asphalt -Applied) Base Yosemite Venting Base Hot asphalt In 244nch diameter spots in 30. Inch grid pattern RP-AA3 Base, Spot -Asphalt -Applied) Base Yosemite Venting Base : Hot asphalt In 9-Inch diameter spots In grid pattern noted herein. BP-AA4 Base, Strip -Asphalt -Applied) Base Yosemite Venting Base Hot asphalt in 9-Inch wide ribbons spaced as noted herein. BP-CA2 Base/Ply Glasbase; AN Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 15 gal/square 8P•CA3 Base/Ply Glasbase; AN Weather/Empire Base; Flexiglaz Base; Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive, beads spaced 6-inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base 5B5-AA Ply Fgntastu: Base 20; Flintlastic Poly SMS Base, Flintlastic Ultra Poly SMS Base r SBS, Asphalt -Applied) Flintlastic Cap 30; Flindastk Cap 30 CoolStar, Flintlastic FR Cap 30, Fgntlastk FR Cap 30 CooLStar Flintlastic FR Dual Hot asphalt at 20.40lbs/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; Fgntlastk Premium GMS CoolStar ! Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA1 FlintBond Brush or Karnak No. 81 ColdNote: Base ply cures overnight prior to application of the cap ply. 585,Gold-Applied) Process Modified Bitumen Adhesive BrushCapFlintlasticFRCap30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual Cap; Fgntlastk FR-P; Flintlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P Coolstar Grade at 1 gaVsquare Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Fgntlastic Ultra Poly SMS Base i SBS, Cold -Applied) Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual Henry#903 Adhesive at lS 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 CooBtar I 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 SBS, Cold -Applied) Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30, Fgntlastk FR Cap 30 CoolStar, Flintlastic FR Dual Millennium Hurricane Force Membrane Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar Flintlastic Premium FR-P; Flintlastic Premium FR-P Coolstar; Adhesive, beads spaced 6-inch o.c. FBntiastic GMS; Flintlastic GMS CoolStar, Flintastk Premium GMS; Fgntlastk Premium GMS CoolStar + Exterior Research and Design, U.C. d/b/a Trinity)ERD Certificate of Authorization g9S03 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R12 for FL2533-R32 Revision 12:10/24/2014 Appendix 1, Page 3 of SS CIO. J TRINITY i ERD QATAWTEm FumnAsnc'M=RmBmtmtHCoMroNum&A mtanoNmEnu os(cormtaum), f Reference Layer Material i Application Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS-TA Ply Flintlastic Ultra Poly SMS Base; FTindastIc Base 20 T SBS,TorcMAppited) TorchTorch -Applied Cap Applied Flintlastic GTS-FR CooLStar, FRntClad I APP-TA Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus Cap Flintlastic STA; Flintlastic STA Plus, Flintlastic GTA; Flintlastic GTA Coolttar, Flintlastic GTA-FR; Flintlastic GTA-FR ., APP, Torch -Applied) Torch -Applied CooLStar SBS-SA-H SBS, Self -Adhering, Hybrid Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering Systems) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply i SBS-SA SBS, Self -Adhering) Self -AdheringPlyFlintlasticSAPiygase; Flintlastic SA Mid Ply Cap Flintlastic: SA Cap; Flintlastic SA Cap CoolStar, Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 14. Insulation is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet Bonded Roof Cover). 15. 'MOP' = Maximum Design Pressure Is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 ford Exterior Research and Design, U.C. d/b/a TrinityI ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 of design wind loads. Evaluation Report 3520.03.04-1132 for FL2S33-R32 Revision 12: 10/24/2014 Appendix 1, Page 4 of 55 4 I 1 . CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: A) I, (i hereby acknowledge that I personally inspected oof deck nailing anld/ Secondary water barrier work at 6- h 0 OLD/%V% A/""- and have determined that the work Job Site Address) v ` U 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 unsiand tha making any false statements in writing with the intent to mislead a public servant in the performance is or h ici 1 duty shall constitute a misdemeanor of the second degree pursuant to F.S. Signature of Cont*y Printed Name of Contractor 71 15 Date ccces--(o License # License Type: General Building Residential Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF & aPQ,6 Sworn to (or affirTed) and subscribed befor e is day of , 20W , by I/, , who is! nten sonally Known to me of has Produced (type of identificatio) ntification. o .( SEAL) Signature of Notary Pub Tic 8PEA lP State! f Fl ii d, JP 0\'AsloN' Print/ Type/Stamp Name of Notary Public