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HomeMy WebLinkAbout1305 Wynne Wood Drej CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: P305 0 W YNA & V1 WD 'P(7- Historic District: Yes ❑ NrO Parcel ID: '31=fig - �✓� — CJ2� �is�(7 O 13 b Residential ❑ Commercial ❑ Type of Work: New ❑ Addidon ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: 110W S lilt (6i #-M f- Plan Review Contact Person: 'Uh! Title: O>GFae& /''-6f2. Phone: 3 G' 1405' 222g Fax: 7- �j j- tS Sat Email: Property Owner Information Name U X10 IA pn-T T -N Phone: YO 7 311. Dpi SS� Street: ) 365 UyNbLE W(iyt7 IX Resident of property? City, State Zip: Contractor Information Name F - T �✓�i L • Phone: 3f4 -q05_- 77'70 Street: % b L%g 1 /F j/ LU✓L wo. IT 70 (o Fax: X77 - YkY- (o S -T Z City, State Zip: 0 L 57,1 State License No.: CC -e- 13 2-177 Arc itect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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 Permit 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 cliarges 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. I 1A Signature of Owner/Agent Date a ow-am/Agent Date Print Owner/Agent's Name Print Co tractor/Agent's Name Signature of Notary -Siete of Florida Date Si e te�(io ji • W comm'"10N • PM12M ► � OWES Au9W 2a, 201! Owner/Agent is Personally Known to Me or Contractor/Agent is v Personally Known to Me or Produced ID Type of ID Produced 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: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: COMMENTS: Revised: June 30, 2015 UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: cvelt5 l (I �-�y it Permit Application SCPA Parcel View: 31-19-31-524-0500-0130 Property Record Card P et. MART31-524-0500-0130 K�A{LCK_ Ownwher. MART' B tsr+oruoaNrr racrra Property Address: 1305 WYNNEWOOD DR SANFORD, FL 32771 Parcel Information Value Summary Parcel 31-19-31-5240500-0130 Owner MARTIN LLOYD B Property Address 1305 WYNNEWOOD DR SANFORD, FL 32771 Mailing 1305 WYNNEWOOD DR SANFORD, FL 327714640 Subdivision Name WYNNEWOOD Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) Legal Description W34 FT OF LOT 13 + E 37 FT OF LOT 12 BLK 5 WYNNEWOOD PS 4 PG 92 Taxes Page 1 of 2 Tax Amount without SOH, $429.40 2015 Tax Bill Amount $413.86 Tax Estimator Save Our Homes Savings: $15.54 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $42,385 $41,611 Depreciated EXFT Value $1,061 $1,061 Land Value (Market) $12,741 $12,741 Land Value Ag $25,000 County Bonds Just/Market Value " $56.187 $55,413 Portability Adj $100 No Save Our Homes Adj $2,380 51,980 Amendment 1 Adj P&G Adj — -- Assessed Value $0 $53,807 $53,433 Tax Amount without SOH, $429.40 2015 Tax Bill Amount $413.86 Tax Estimator Save Our Homes Savings: $15.54 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Page County General Fund $53,807 $53.807 $0 Schools $53,807 $25,000 $28,807 City Sanford $53,807 $28,807 $25,000 SJWM(Saint Johns Water Management) $53,807 $28,807 $25,000 County Bonds $53,807 1 $28,8071 $25,000 Sales Description Date Book Page Amount Qualified Vadlmp WARRANTY DEED 10/1/2000 03941 1107 $100 No Improved QUIT CLAIM DEED 12/1/1986 01803 2§2 $100 No Improved QUIT CLAIM DEED 9/1/1983 01487 $100 No Improved WARRANTY GEED 10/1/1980 2L3P4$1002L64 No Improved WARRANTY DEED 1/1/1976 01103 1883 $20,400 Yes Improved Find Comparable Sales Land-------- -- -- ---- ----- Method Frontage Depth Units Units Price Land Value FRONT FOOT d DEPTH 71.001 135.00 1 0 $185.00 1$12,741 Building Information Is Bed/Bath count incorrect? Click Here p Description Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Rept Value Appendages hnp://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=31193152405000130 5/26/2016 ROOF -IT, INC. State Certified Roofing Contractor License OCCC1329396 1648 Taylor Road, #206, Port Orange, Florida 32128 Office (386) 405-7770 www.roofitflorida.com PROPOSAUCONTRACT Owner Name: LLo Y j> MAS. tM Jobsite Name% Address: / 3 o S �yNNF r✓v�� CitAddress: City/State/Zip: �nD� GL 3 ZT City/State/Zip: Phone: vEmail: y°x'31/- �s5 PROPOSAL SCOPE OF WORK: 1. Remove Existing Flat Roof system including: vents, lead boots, drip edge to wood deck and dispose of properly off site. 2. Re -nail all existing and any new wood decking to current wind mitigation/hurricane code when necessary using 8D ring shank nails as required. 3. Install new Lead Boots. 4. Install new 26 gauge Drip Edge 6" galvalume Factory painted. 5. Install new Peel and Stick Certainteed SA Base and SA Cap Modified Roof System. 12 Year Warranty Material. 6. Clean jobsite and property dispose of excess roofing materials. Replacement of any damaged wood will be at an additional charge of: plywood/OSB $2.00 per square foot = $ 64.00 per 4'x8' sheet, 1x decking/fascia $3.75 per linear foot, and 2x4 trussing $6.50 per linear foot. Aluminum Fascia, Soffd, Siding and Gutter will be replaced at $6.00 per foot. The labor, material and equipment required for this job will be fumished by Roof4t, Inc. for a total of: -7"F50 Payment to be made as follows: 500/r0 Down and 50% Upon Completion All work is to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the above scope of work involving extra costs will become an extra charge In addition to the quoted price. Our workers are fully covered by Workmen's Compensation insurance. Unless otherwise specified, Contractor's work carries a _5_ year limited workmanship warranty. If there are any persons, other than our employee(s), on the roof during the project or after the job is completed, any warranty issued for the project will immediately become null and void without exception. The Contract Documents consist of this proposal, the terns and conditions, all documents referenced therein and the Limited Workmanship Warranty and are incorporated herein by reference. This proposal will be subject to withdrawal If not accepted within 15 days. I HAVE READ AND UNDERSTAND THIS PROPOSAL, THE TERMS AND CONDITIONS AND ALL DOCUMENTS REFERENCED THEREIN AND AGREE TO BE BOUND BY THEIR TERMS. ACCEPTANCE OF PROPOSAL: The above prices, specifications and Respectfully submitted, conditions are Satisfactory and are hereby accepted. Contractor is authorrtzed to do the work as specified. By signing below, Customer acknowledges that Customer is the owner of the property where work is to ROOF -IT, INC. be performed. Signature: Date: 12 - ar,> 1 b E- - pawkwob,. ZY--Dfo-O/3b DllumirIIII jwos v�r�lir�l�w�1�MM.r��mur�rOi�lu>•RIOAr��tr f�i/MAiWa>t� � �/b�11rn�10ww���L 1. ancrall M OF 1�Ro�enlro...*..+u..�. ■.� . ien& � w 3'r f f of ar r3 f0 37 Fr a lI I�I.I� S Vw�irL ump 4! L GampiL Oncwq M OF D+y AL/t+1GEr►/iNT �. mI1�ARA0R P�RaMrr/Ilil��r� 0.1i: po�a0rtiw�n0�ntrtl� Ifa+aMtdbandi L Loomvmwawraado�wm"* T. Prrorwrlb��dfddby0gan+Miaw�edaaabraoaarNalra�0�a�nr/ape�0 br�ren7�l�18(1�. F1aliNlriKMsawrarMiwi■rrx L baddronbliArwlKOlwrA1�� d b�Mn�ollprdfl� U w@ft Ally~ • p wAftd b ftdon �'IS. l�bdlb 6r� L �pirooe�l�d�de�dmRendlb>s1�f�sf�dl�l�dwoa�p��adyAlrltd�b roodi4. �..�� low w �11111 PuPml W7o�wjwfRQIIIIIIIA4wmumL 7 r -T- L / • t MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S X 2016053537 W 8693 Pp 080T (1P0) E -RECORDED 0512412016 09:31:42 AM 10.00 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-1523 Date: May 26, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: InfoQRoofltFlorida.com Project Description: Roof (Low Slope) Job Address: 1305 Wynnewood Dr The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected Plan sheets and/or supplemental information as reauested. Permit submittals will not be accepted widiout two copies. COMMENTS: 1. Two copies Florida Product Approval and Manufacturer Installation Instruction are required to be formally submitted for review. Submittals without two copies will not be accepted. Please highlight whichever system or type that will be used. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Office meetings with the plans examiner will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey Residential Plans Examiner Page 1 of 2 RECORD COPY r®r®r® BD"Vmtd SCIS Home I Log In I User Registration Mot Topics I Submit Surcharge ; Stats R Facts I Publications I FBC Staff I BCIS Site Map I Links ( Search roes Professi � na Public l ®USER: Pis ct U er oval Regulation Product Approve) Menu > Product or Application Searcb > Application List > Application Doall FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL2533-R16 Revision 2014 Approved C CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 19355 (610) 651-5847 mark.d.harner@saint-gobain.com Mark Harrier ma rk.d. harnerosaint-gobain.com Mark D. Harrier 18 Moores Road REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER S•Z(v• t(or DATE Malvern, PA 19355 SANFORD BUILDING DIVISION (610) 651-5847 Mark.D.Harner@saint-gobain.CWPERMIT 196UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER Roofing REOUIRING A CORRECTION OF ERRORS IN PLANS, Modified Bitumen Roof System CONSTRUCTION OR VIOLATIONS OF THIS CODE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 UL LLC 07/03/2017 John W. Knezevich, PE © Validation Checklist - Hardcopy Received FL2533 R16 COI 2016 01 COI Nieminen.pdf Standard ASTM D6162 ASTM 06163 ASTM D6164 ASTM D6222 ASTM D6509 FM 4470 FM 4474 0J\l-DING, SANFORD &PART ;' #16_ 523 Year 2000 2000 2005 2008 2009 1992 2004 5/26/2016 Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/04/2016 Date Validated 02/15/2016 Date Pending FBC Approval 02/16/2016 Date Approved 04/12/2016 Summary of Products f-� 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 R16 II 2016 02 FINAL Al ER CERTAINTEED MODBIT FL2533- R16.odf Approved for use outside HVHZ: 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 of Evaluation Reports Use. 2.) The design pressure noted in this FL2533 R16 AE 2016 02 FINAL ER CERTAINTEED MODBIT FL2533- application relates to one specific system. R16.odf Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes max design pressures. Back Nc.l Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Coovrleht 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.497.1395. -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 pubic: 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 tick b=. Product Approval Accepts: CreditS�ar�1E 5/26/2016 Y +.: TRINITY ERo APPEmoix 1: ATTACHMENT REQUIREMENTS FOR WINO UPLIFT RESISTANCE Table Deck Application Type Description Page lA Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 18 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 0 Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10.12 3E-1 Wood / New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13715 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17 1 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 28 Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Conc. New, Reroof (Tear -Off) or Recover 0 Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 38 Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 37 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 48 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 58 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 SC CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 5D CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 68 Gypsum Reroof (Tear-Ofn A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover SO 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 50 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-58 78 Various Recover F Non -Insulated, Bonded Roof Cover 58 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 F8C requirements to the satisfaction of the AHI. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 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: OMG 914 Roofgrip with Flat Bottom Plate (Accutrac), OMG HO with OMG 3 in. Gatvalume Steel Plate, Oekfast 914 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast 914 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. > Steel Deck: OMG 912 or 914 Roofgrfp with Recessed or Flat Bottom Plate (Accutrac), OMG 912 Standard or HO with OMG 3 in. Galvalume Steel Plate, Dekfast 912 or 914 with Hex Plate or 3' Round Insulation Plate, Trufast OP or HD with Trufast 3' Metal Insulation Plates or FlintFast 912 or 914 Fastener with FlintFast 3' Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. > Concrete Deck: OMG 914 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CO -10 with OMG 3 in. Gatvalume Steel Plate, Oekfast 914 or DekSpike with Hex Plate or 3' Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast 914 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, I.I.C. d/b/a Trinity( ERD Certificate of Authorization 99503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3S20.03.04 -R17 for FL2533-R36 Revision 17:02/04/2016 Appendix 1, Page 1 of 58 a TRINITY ERS 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 CW 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 0 (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. 5. 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-PO): 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-PG 1): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. > OMG OlyBond 500 or OlyBond Green (08500): 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 coverboord 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 psi (Min. 1.0-inch) > Ashland Pliodeck (A-PD) @ 6-inch o.c. MDP -277.5 psf (Min. 1.0-inch) > Dow Insta-Stik (04S): MDP -120.0 psf (Min. 1.0-inch) > Millennium One Step Foamable Adhesive (M-OSFA): MOP -157.5 psf (Min. 1.0-inch) > Millennium PG-1 Pump Grade Adhesive (M-PG 1): MOP -157.5 psf (Min. 1.0-inch) • OMG 0ly8ond 500 (08500): MDP -45.0 psf (Min. 0.5-inch Multi-Max FA3) > OMG Oly8ond 500 (08500): MOP -187.5 psf (Min. 0.5-inch ISO 9Sr GL) > OMG OlyBond 500 (08500): MDP -315.0 psf (Min. 0.5-inch ENRGY 3) i OMG OlyBond 500 (08500): MOP -487.5 psf (Min. 0.54nch ACFoam II) > 3M CR-20: MDP -117.5 psf (Min. 1.0-inch) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 h. 8. 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 LPOS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPOS 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 F8C 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. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 3520.03.04-1117 for FL2533-R16 Certificate of Authorization 09503 Revision 17:02104/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 58 TRINITY ERD 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 AHI, as documented through field uplift testing in accordance with ASTM E907, FM LPOS 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. 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. CERTAINTEEO FUNTLAsncO MoomEO BITUMEN COMPONENTS & APPUCAnON METNOOS 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; flinlglas Premium Ply Sheet Type VI BP-AAZ Hot asphalt in 24 -inch diameter spots in 30- (Base, Spot -Asphalt -Applied) Base Yosemite Venting Base inch grid pattern BP-AA3 Hot asphalt in 9 -inch diameter spots in grid (Base, Spot -Asphalt -Applied) Base Yosemite Venting Base pattern noted herein. BP-AA4 Hot asphalt in 9 -inch wide ribbons spaced (Base, Strip -Asphalt -Applied) Base Yosemite Venting Base 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 8P-CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas 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 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS -AA Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, 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 -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base I Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS -CAL 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/square Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Cap Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 Flintlastic Cap 30, Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (585, 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 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Millennium Hurricane Force Membrane Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, 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, I.I.C. d/b/a Trinity) ERD Evaluation Report 3520.03.04-R17 for FL2533-R16 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 58 TRINITY IERD 14. Insulation is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet, Bonded Roof Cover). 15. "MDP" =Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 3520.03.04-R17 for F12533-1116 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 58 ' �I1YrRv T.� �+{ -lal��: L� 'T •,i . i1Ri. T.�l?ERTAINTEEO Fl,� INTIASTC {MOOInEU BRUMEN:I:oMV,ONENTi 8� ANUGTION.METM�orRINUEO) �r! Reference layer Material Application Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS -TA Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Torch -Applied Flintlastic Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR; (SBS, Torch -Applied) Cap GTS-FR CoolStar; FlinlClad Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP -TA Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; 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 SBS -SA Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply I (SBS, Self -Adhering) Self -Adhering 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. "MDP" =Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 3520.03.04-R17 for F12533-1116 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 58 lel TRINITY ERD TABLE IE -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 Cap No. (See Note 1) SELF -ADHERING SYSTEMS: Min. 15/32 -inch plywood at max Min. 1 -inch long, 12 ga. 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. (Optional) SBS - W 48 24 -inch spans Flintlastic $A NailBase Simplex Metal Cap Nails rows r, equally spaced, staggered center SA 585 -SA 52.5 W.49 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) SBS- _j 24 -inch spans Flintlastic SA NailBase caps with 11 a. annular p g in three, equally spaced, staggered center SA SBS -SA •52.5 ring shank nails 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) SBS - W -50 24 -inch spans Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SA SBS -SA -60.0 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 D.C. (Optional) SBS - W -51 24 -inch spans Flintlastic SA NailBase caps with 11 ga, annular in four, equally spaced, staggered center SA SBS -SA -75.0 ring shank nails rows Min. 19/32 -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-52 24 -inch spans Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SA SBS -SA -105.0 ring shank nails rows HYBRID SYSTEMS: Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin W -S3 Min. 19/32 -inch exterior grade Base 20; All Weather / Empire caps with I1 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 two, equally spaced, staggered center rows or APP -TA SMS Base ring shank nails Glasbase; Flexigtas; Flintlastic W54 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 64nch o.c. in SBS -SA -H SBS -AA, SBS -TA 52.5 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 I 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 -AA, SBS -TA W-55 24 -inch spans Base 20; Poly SMS Base; Ultra caps with I 1 ga. annular three, equally spaced, staggered center rows SBS -SA -H or APP -TA .52.5 Poly SMS Base ring shank nails Min. 19/32 -inch I 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 585 -AA, SBS -TA W-56 24 -inch s ns Base 20; Poly SMS Base; Ultra caps with 11 ga. annular equally three, a q V spaced, staggered center rows SBS -SA -H or APP -TA -60.0 Poly SMS Base ring shank nails Min. 19/32 -inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in SBS -AA, SBS -TA W-57 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular four, equally spaced, staggered center rows SBS -SA -H or APP -TA -82.5 Poly SMS Base ring shank nails Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R37 for FL2533-R16 Revision 17:02/04/2016 Appendix 1, Page 13 of 58 City of Sanford Building & Fire Prevention Division Re -Roof Permit Card PERMIT NO. &-4* I%TG%43 ISSUE DATE: D 5 • �;_ (R ' (0 CONTRACTOR: JOB ADDRESS: TYPE OF WORK: LOW • Post this Permit in a conspicuous place outside PROTECT FROM WEATHER • 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 approved inspection * * * A R OOF 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 Miti atg i�fdavit will not suffice as an alternative to receiving a dry -in inspection. ROOF INSPECTION TYPE APPROVED REJF.CTF.D 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 REOUIREMENTS 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 REOUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS. STATE AGENCIES. OR FEDERAL AGENCIES. FOC 105.3.3 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 ptompts 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 III Miscellaneous Notes: Miscellaneous Sheathing - Roof 106 Insulation - Roof 119 REVISED: OCTOBER 2014 Inspection Line: 855.541.2112 Page 1 of 2 SITE COPY Poddlil Pipiwentif SCIS Home I Lop In I User Registration Hot Topics I Submit Surcharge I Stats a Facts I Publications I FSC Staff I SCIS She Map I Links I Search Busines Professik l OUSElt: Vroduct Approval Public User Regulation Produtt Approval Menu > earch > Application Us t > Application Detail FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL2533-R16 Revision 2014 Approved FE CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 19355 (610) 651-5847 mark.d.harner@saint-gobain.com Mark Harper mark.d.harnerosaint-gobain.com Mark D. Harrier 18 Moores Road REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER _ S• 2L' lam_ DATE Malvern,PA SANFORD BUILDING DIVISION (610) 651--584747 Mark.D.Harner@saint-gobOMIT 196UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT Roofing THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, Modified Bitumen Roof SystOONSTRUCTION OR VIOLATIONS OF THIS CODE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nleminen PE -59166 UL LLC 07/03/2017 John W. Knezevich, PE 2 Validation Checklist - Hardcopy Received �� - a r_ t • t •i Standard ASTM D6162 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6509 FM 4470 FM 4474 Year 2000 2000 2005 2008 2009 1992 2004 OJ��,pING SA�F00) �FPAR� 6 - 1523 5/26/2016 Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/04/2016 Date Validated 02/15/2016 Date Pending FBC Approval 02/16/2016 Date Approved 04/12/2016 Summary of Products II 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 R16 11 2016 02 FINAL Al ER CERTAINTEED MODBIT FL2533- Approved for use outside HVHZ: Yes R16.udf 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 of Evaluation Reports Use. 2.) The design pressure noted in this FL2533 R16 AE 2016 02 FINAL ER CERTAINTEED MODBIT FL2533- application relates to one specific system. R16.Ddf Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes max design pressures. Back Net, Contact us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida qw, 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 .If 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 4S$, F.S. must provide the Department with an email address If they have one. The emails 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 4SS, F.S., please click bene . Product Approval Accepts: =tea® Credlt3rsfE 5/26/2016 c` s TRINITY ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WINO UPLIFT RESISTANCE Table Deck Application Type Description Page— IA Wood New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 18 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 10 Wood New, Reroof (Tear-Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10.12 1E-1 Wood / New, Reroof (Tear-Off) E Non-insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-15 IE-2 Wood New, Reroof (Tear-Off) or Recover E Non-insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17 1F Wood New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 17 2A Steel or Conc. New, Reroof (Tear-Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 28 Steel or Conc. New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Conc. New, Reroof (Tear-Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 38 Concrete New or Reroof (Tear-Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 37 3C Concrete New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 48 LWIC New or Reroof (Tear-Off) A•2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 4C LWIC New, Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44 5A CWF New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 45 58 CWF New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 SC CWF New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 50 CWF New, Reroof (fear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 68 Gypsum Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover s0 6C Gypsum Reroof (Tear-Off) C Mech. Attached Insulation, Bonded Roof Cover s0 6D Gypsum Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover sl 7A Various Recover A•1 Bonded Insulation, Bonded Roof Cover 52.58 78 Various Recover F Non-Insulated, Bonded Roof Cover 58 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 FOC 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: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG 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: OMG #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 OP 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: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CO-10 with CMG 3 in. Gatvalume Steel Plate, Dekfast #14 or OekSpike with Hex Plate or 3' Round Insulation Plate, Trufast HO 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, I.I.C. d/b/a Trinity( ERD Evaluation Report 3520.03.04-R17 for F12533-R16 Certificate of Authorization #9503 Revision 17:02104/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of S8 TRINITY ERD 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 QA 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 0 (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 manufacturers published instructions. > Hot asphalt (HA): Full coverage at 25.30lbs/square > Ashland Pliodeck (A -PD): Continuous 0.7S 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 (0 -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 -PGI): Continuous 0.5 to 0.75 -inch wide ribbons, 12 -inch o.c. > OMG OlyBond 500 or Oly8ond Green (OBS00): 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 loyers(s) of insulation and/or coverboord ore installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer o distance of one-holf 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 (MOP) limitations. In no case shall these values be used to 'increase' the MOP 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 -PO) @ 12 -inch o.c. MOP -105.0 psf (Min. 1.0 -inch) > Ashland Pliodeck (A -PO) @ 6 -inch o.c. MOP -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. 1.04nch) > Millennium PG -1 Pump Grade Adhesive (M -PGI): MDP -157.5 psf (Min. 1.04nch) > OMG OlyBond 500 (08500): MOP -45.0 psf (Min. 0.5 -inch Multi -Max FA3) > OMG O"ond $00 (OBS00): MOP -187.5 psf (Min. 0.5 -inch ISO 95+ GL) > OMG Oly8ond 500 (08500): MOP -315.0 psf (Min. 0.5 -inch ENRGY 3) > OMG Oly8ond 500 (08500): MOP -487.5 psf (Min. 0.5 -inch ACFoam II) > 3M CR -20: MOP -117.5 psf (Min. 1.0 -inch) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. 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 LPOS 1-29. Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPOS 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. Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report 3520.03.04.1117 for FL2533-RI6 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 58 TRINITY , ERD 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 AHI, 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. 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. r.��p,� `. - • . - CERTAINTEEO FUNRAStIC* MODIFIED BITUMEN COMVONENTS i,AV,pUCATION 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 8P-AA2 Hot asphalt in 24 -inch diameter spots in 3D - (Base, Spot -Asphalt -Applied) Base Yosemite Venting Base inch grid pattern BP•AA3 Hot asphalt in 9 -inch diameter spots in grid (Base, Spot -Asphalt -Applied) Base Yosemite Venting Base pattern noted herein. BP-AA4 Hot asphalt in 9 -inch wide ribbons spaced (Base, Strip -Asphalt -Applied) Base Yosemite Venting Base as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry 4903 Adhesive at 1.5 gal/square BP•CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas 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 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS -AA Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, 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 -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 -CAI Brush or Kaman No. Cold Note: Base ply cures overnight prior to application of the cap ply. es Process Modified Bitumen Adhesive Brush Process Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; (SBS, Cold -Applied) Grade at 1 gal/square Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS•CA2 Flintlastic Cap 30, Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (585, Cold -Applied) Henry 4903 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 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SOS-CA3 Millennium Hurricane Force Membrane Flintlastic Cap 30, Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual (SBS, Cold -Applied) Adhesive, beads spaced 64nch 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 Evaluation Report 3520.03.04-R17 for FL2S33-R16 Certificate of Authorization U9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 58 TRINITY' ERD 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 FOC 1609 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report 3520.03.04-R37 for F12533 -R16 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of SS MOO�FIE aCERTNNTffO,tUNI}ASTIC RUMENiCOMVONENT5.8'.AP.P.UGTON.ML1NOo5�(CONTINUEO) Reference layer Material Application Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS -TA Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Torch -Applied Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR; (SBS, Torch -Applied) Cap Flintlastic GTS -FR CoolStar; FlintClad Base Flintlastic APP Base T, Flintlastic STA; Flintlastic STA Plus APP -TA (APP, Torch -Applied) Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR 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 SBS -SA Self -Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply (SBS, Self -Adhering) 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 FOC 1609 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report 3520.03.04-R37 for F12533 -R16 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of SS 090 FT�INITYIRD TABLE IE -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 MOP (psf) Base Fasteners Attach Ply Cap No. (See Note 1) �ElfNG•Sl'STENIS � �• -. _ . - • . .. - - - - .• - - "`'1 �..,A Min. 1S/32-inch6-inch plywood at max Min. 1 -inch long, 12 ga. o.c. at min. 2 -inch lap and 6 -inch o.c. (Optional) 585- W-48 24 -inch spans Flintlastic SA NailBase Simplex Metal Cap Nails n four, equally spaced, staggered center SA SBS -SA -52.5 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) 585- I W 49 24 Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SA SBS SA -52.S -inch spans ring shank nails 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) S8S- W-50 Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center 585 -SA -60.0 24 -inch spans ring shank nails rows SA 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 -51 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 SA plywood at max Min. 19/32 -inch P I 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 52 24 Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SA SBS -SA -105.0 -inch spans ring shank nails rows Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin W-53 Min. 19/32 -inch exterior grade Base 20, All Weather / Empire caps with 11 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 nails two, equally spaced, staggered center rows or APP -TA SMS Base Glasbase; Flexiglas; Flintlastic W 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 52.5 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 585 -AA, SBS -TA W -SS 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally spaced, staggered center rows SBS -SA -H or APP -TA •52.5 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 -AA, SBS -TA W-56 24 -inch spans Base 20, Poly SMS Base; Ultra caps with 11 ga. annular three, equallySBS-SA-H spaced, staggered center rows or APP -TA -60.0 Poly SMS Base ring shank nails Min. 19/32 -Inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/9 -inch dia. tin 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in SBS -AA, SBS -TA W-57 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular four, equally spaced, staggered center rows SBS -SA -H or APP -TA -82.5 Poly SMS Base ring shank nails 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-R17 for FL2533-R36 Revision 17:02/04/2016 Appendix 1, Page 13 of 58 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 . . . . . 16-00001523 Date 5/26/16 ' Property Address . . . . . . 1305 WYNNEWOOD DR Parcel Number . . . . . . . . 31.19.31.524-0500-0130 Application description . . . ROOFING APPLICATION Subdivision Name . . . . . . WYNNEWOOD Property Zoning . . . . . . . SINGLE FAMILY Permit . . . . . . RESIDENTIAL ROOFING PERMIT Additional desc . . Phone Access Code 941237 Permit pin number 941237 ---------------------------------------------------------------------------- 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 _/_/_ CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: & J /5-Z3 I, LU ,�/%� hereby acknowledge that I personally inspected ,.-.�<oof deck nailing and/or econdary water barrier work at ) Z U W 7 /V P i ,-jW t> rDt'L 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 perfgqrmance of his or heroff al duty shall constitute a misdemeanor of the second degree pursuant to Section 137.06 F.S. � Contractor Da e C.Ll 13 7, License # License Type: 0 General 0 Building 0 Residential -ate oofing Contractor 0 or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF V U'S I IL -46 Q - a Sworn to (or affirmed) and subscribed before me this day of _ �i/N4 , 20 � by who is.K. Personally Known to me or has 0 Produced (type of id i0cati ) as identification. (SEAL) Signature of tary Public _ -- - State of Florida ERIN HUGHES Print/Type/Stamp Name of Notary Public L W.CCWISS*N 0 FF912M E79IRES Au" 25.2019 M