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Home My WebLink About1804 Paloma AveREEIV�� Ci CITY OF SANFORD + BUILDING & FIRE PREVENTION D MAY 2 4. M6 PERMIT APPLICATION BY: plication No: I (D — 1J` 0 -I Documented Construction Value: $ o� 1470 • 00 Job Address: 180q RAM�>� ,.• JQn1'Ui�,�L ✓1771 Parcel ID: Type of W Description of Work: Historic District: Yes ❑ No [" Residential [Commercial ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ H i n -FI .S) i t SA- mtcW Plan Review Contact Person: 1 CL �' �,� j �, Title:off l& (m 11� Gu" Phone: q � - �i� Y" 3-790 Fax: q 67 C1 106'';21 �,� Email: fbn Q nil W lmf i not ('-f l• r irCe�t� ) Property Owner Information InAw0mc,Name Tl ll. Phone: t� Street: i►� al O'( OLS we . Resident of property? City, State Zip:,�Qn�'UY I I �-i 3A]71 Contractor Information Name Wer\ 810 .s Phone:_U 07 ) &7,�'— 3 75 0 Street: 656 S H w`1 0q,)\ 327.50 Fax:( 1/07) %) 6n— /i7 & AR City, State Zip: 1,�0 - w00d . r L , State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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 TIIE 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 u 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, plumhing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as or that date: 54h Edition (2014) Florida Building Code n� 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 pen -nit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: l 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Signature of Contractor/Agent Date 13--r0q,J S,'kc s rjjnt Contractor/Agent's Name _11HU Steveniwrida t„ampben +� /• My t pmmbabrt FF 9911959 '!« w► Expkes 03/ta2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID L47 Type of ID F1,DL BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING:& zekl_ I'- UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 5r `• L • iL .3 x It Revised: June 30. 2015 Permit Application 05/,11/2016 13:05 FAX 4073242661 CFE SANFORD ID001/001 WONG kes 00" Inc. 1550 S. Hwy 17 92 Ph: (407) 878-3750 Longwood. FL 32750 Fax (407) %0-2612 Bettie Sonnenberg 1804 Paloma Ave. Safford, FL 32771 (407) 322-1282 PROPOSAL DATE PROPOSAL 2/16R016 8787 Contractor submits this proposal for work on the property horin described. Upon aetxpttutce. Contrador agrees to fiunish labor and materials necessary to improve the above promises in a good. workmanlike and subswrnial manner according to the terms, specifications. prices and plans (if any)_ Start and Comphtlon: The approximate start date of and approximate completion dam of are subject to permissible delays as per provision (5) on the reverse side. Submitted by X Approved and Accepted (Contractor) Date Remove existing single -ply roofing and undwleyment to expose docking. 6 30.00 300.00 All damaged plywood decking if any will be det=Mntd at completion oftear off and with your approval can be repleted a a me of 550.00 per 4x8 shoot. (Price includes labor and matorials.) Additional damaged wood if any will be determined at completion of tear off and with your approval can be replaced at a rate of $55.00 per hour and the cost of materials install 2 Win. gD Rink Shank coil nails along all trusses every six inches to properly secure decking 6 20.00 120.00 install one layer of CcrtuinTeed Flindustic $A base shat over low sloped portions of roof. 6 75.00 450.00 Install 21/21n_ galvanized eave-drip around entire perimeter of roof, (Eave-drip installed will have a baked 100.00 100.00 enamel finish. ) Properly fasten and seal flashing along all walls and eaves Inatalt 1701b. CertainTeed Flintlastio SA modified rubber roofing over baso sheet Rubbcr will be fully 6 230.00 1.500.00 adhered to base sheet using cold process application. Ground will be swept with a magnet at the end of tach working day. Clean entire work arae and haul away all debris 7 YEAR LEAK WARRANTY (LABOR AND MATERIALS) Price includes labor, materials, taxes, and all permitting fees. Contractor shall provide all releases of Iicn from contractor, subcontractors, and material suppNay. 44 *94 9 PiLc>2� 7 r TOTAL $2,470.00 ACCEPTANCE OF PROPOSAL This Proposal is approved and accepo>.d_ There are no oral agreements. The written terms, specifications, provisione. prices and plans (if any) are the entire mWeement. changes will be ZT—&6d,,6A made by writmn change order only. Price reflects a 3% discount for cash or check payment. Approved and Accepted (Owner) D IYou, the Buyer, may caneel this tMosaction at any dime prior to widnigbt of the third business day afiiter the date I of this transaction. See Owner's Right to Cancel on the reverse side for details. Page 1 of 2 RECORD COPY Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By 6/2/2016 R PcdR/0 Dpf11lklildM BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge ; Stats Q Facts publications I FBC Staff I acts Site Map I Links I Search Busines UERPubApprovalProfessal 0S Public Regulation Protlucl Approval Menu > PmOuet or Application Search > Application List > Application DoUll FL # FL2533-R16 Application Type Revision REVIEWED FOR CODE COMPLIANCE Code Version 2014 15ilr Application Status Approved PLANS EXAMINER Comments DATE Archived ❑ Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier SANFORD BUILDING DIVISION mark.d.harner@saint-gobain.com A PERMIT 196UED SHALL BE CONSTRUED TO BE A Technical Representative Mark D. Harrier LICENSE TO PROCEED WITH THE WORK AND NOT AS Address/Phone/Email 18 Moores Road AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Malvern, PA 19355 ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL (610) 651-5847 CODES, NOR SHALL ISSUANCE OF A PERMIT PREVEN Mark.D.Hamer@saint-gobain.com THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licens Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed USANFORD Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC 5 0 9 Quality Assurance Contract Expiration Date _ 07/03/2017 # 1 V Validated By John W. Knezevich, PE 10 Validation Checklist - Hardcopy Received Certificate of Independence FL2533 R16 COI 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By 6/2/2016 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 A I 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 lI 2016 02 FINAL Al ER CERTAINTEED MODBIT FL2533- R16.Dd[ 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,Ddf Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes max design pressures. Book No -1 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: SSO-487.1824 The State of Florida Is an WHO employer. Cotrvrioht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click bene . Product Approval Accepts: E07 Credit�AarFd 6/2/2016 QOTRINITYIERD APPENDIII 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 3A 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 8 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8-9 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10-12 3E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-15 1E-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 8 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 3B 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 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 SD 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 -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 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 FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: 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 DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. ➢ Concrete Deck: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD -10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1 -inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design, I.I.C. 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 1 of 58 QOTRINITY I ERE) 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8, when installed with the roof cover. 4. Minimum 200 psi, minimum 2 -inch lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. S. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 lbs/square Ashland Pliodeck (A -PD): Continuous 0.75 inch wide ribbons, 12 -inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. ➢ Dow Insta-Stik (D -IS): Continuous 0.75 to 1 inch wide ribbons, 12 -inch o.c. ➢ Dow Spray -N -Grip (D -SG): Full coverage ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5 -inch wide ribbons, 12 -inch o.c. Millennium PG -1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75 -inch wide ribbons, 12 -inch o.c. ➢ OMG OlyBond 500 or OlyBond Green (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: rhe maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: ➢ Ashland Pliodeck (A -PD) @ 12 -inch o.c. MDP -105.0 psf (Min. 1.0 -inch) ➢ Ashland Pliodeck (A -PD) @ 6 -inch o.c. MDP -277.5 psf (Min. 1.0 -inch) ➢ Dow Insta-Stik (D -IS): MDP -120.0 psf (Min. 1.0 -inch) ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0 -inch) ➢ Millennium PG -1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 1.0 -inch) D OMG OlyBond 500 (08500): MDP -45.0 psf (Min. 0.5 -inch Multi -Max FA3) OMG OlyBond 500 (05500): MDP -187.5 psf (Min. 0.5 -inch ISO 95+ GL) OMG OlyBond 500 (013500): MDP -315.0 psf (Min. 0.5 -inch ENRGY 3) OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5 -inch ACFoam II) ➢ 3M CR -20: MDP -117.5 psf (Min. 1.0 -inch) 7. Bonded 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 LPDS 1-29. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or AN51/SPRI FX -1. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report 3520.03.04-R37 for FL2533-1136 Certificate of Authorization #9503 Revision 17: 02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 58 QOTRINITYIERb- 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 AH1, 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. CERTAINTEEO FUNTI.ASTIcO MODIFIED BRUMEN COMPONENTS & APPLICATION 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; Flintglas Premium Ply Sheet Type VI BP-AA2 Base Yosemite Venting Base Hot asphalt in 24 -inch diameter spots in 30- (Base, Spot -Asphalt -Applied) inch grid pattern 8P-AA3 Base Yosemite Venting Base Not asphalt in 9 -inch diameter spots in grid (Base, Spot -Asphalt -Applied) 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 BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Plexiglas Base; Flintlastic Base 20 Millennium Hurricane Force MembraneAdhesive, beads spaced 6 -inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS -AA Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR 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 Flint8ond 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 SBS-CA2 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, Cold -Applied) Henry #903 Adhesive at 1.5 gal/square. Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR 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 3520.03.04-1117 for FL2533-1136 Certificate of Authorization #9503 Revision 17: 02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 58 QOTRINITYIERD 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 I ERD Evaluation Report 3520.03.04-1117 for F12533-1116 Certificate of Authorization #9503 Revision 17: 02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 58 CERTAINTE_E_O F.UNTLAMN MOOIF.IEO)BfrUMEN COMPONENTS & APPU@ATION METHOOs (COFrrINUEO) Reference layer Material Application Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS -TA Torch -Applied Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T 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 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 (SBS, Self -Adhering) Self -Adhering Ply Flintlastic SA PlyBase; 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. "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 I ERD Evaluation Report 3520.03.04-1117 for F12533-1116 Certificate of Authorization #9503 Revision 17: 02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 58 QOTRINITYIER6 TABLE IE -2: WOOD DECKS—NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MOP Base Fasteners Attach Ply Cap No. (See Note 1) (Psf) (See Note 1) Min. 23/32 -inch exterior Poly SMS Base; Ultra Poly W-90 12 -inch o.c. at 4 -inch lap and 36 -inch o.c. in two, BP -AA, SBS- SBS -AA, SBS - (Optional) SBS -SA W -82 grade plywood at max. 24- SMS Base See Note 2 equally spaced, staggered center rows AA. SBS -TA or TA or APP -TA -45.0 inch spans APP -TA Flintfast 3 in. Insulation Plates with (Optional) 8P - Min. 15/32 -inch plywood at Glasbase; Flexiglas; Flintlastic Flintfast #12 or #14; Trufast 3" Metal 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three, AA, SBS -AA, SBS -AA, SBS- W -83 max 24 -inch spans Base 20; Poly SMS Base; Ultra Insulation Plates with OP or HD; OMG 3 equally spaced, staggered center rows SBS -TA or TA or APP -TA -97.5 Poly SMS Base; Yosemite in. Round Metal Plates with OMG #14 HD APP -TA W-94 Min. 15/32 -inch plywood at Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three, APP -TA APP -TA -97.5 max 24 -inch spans #14 HD equally spaced, staggered center rows. Glasbase; Flexiglas; Flintlastic Min. 15/32 -inch I p plywood at Base 20; All Weather / Flintfast 3 in. Insulation Plates with 8 -inch o.c. at 4 -inch lap and 8 -inch o.c. at three (Optional) BP - SBS -AA or W-85 max 24 -inch spans Empire Base; Poly SMS Base; Flintfast #14; Trufast 3" Metal Insulation 13) equally spaced, staggered center rows AA, SBS -AA or S85 -TA -97.5 Ultra Poly SMS Base; Plates with Trufast HD SBS -TA Yosemite Min. 19/32 -inch plywood at Glasbase; Flexiglas; Flintlastic 7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three, BP -AA, SBS 585•AA, SOS - W -86 max 24 -inch spans Base 20; Poly SMS Base; Ultra See Note 2 equally spaced, staggered center rows AA S85 -TA or TA or APP -TA .105.0 Poly SMS Base; Yosemite APP -TA Min. 19/32 -inch plywood at OMG 3 in. Round Metal Plates with OMG 7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three, W-87 max 24 -inch spans Flintlastic APP Base T #14 HO or Dekfast Hex Plate with Dekfast equally spaced, staggered center rows APP -TA APP -TA -105.0 Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with (Optional) SP - W -88 Min. 15/32 -inch plywood at Base 20; Poly SMS Base; Ultra FlintFast #12 or #14; Trufast 3" Metal 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four, AA, 58S -AA, SBS -AA, SBS- -127.5 max 24 -inch spans Poly SMS Base; Yosemite Insulation Plates with DP or HD; OMG 3 equally spaced, staggered center rows SBS -TA or TA or APP -TA in. Round Metal Plates with OMG #14 HD APP -TA W-89 Min. 15/32 -inch plywood at Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four, APP -TA APP -TA -127.5 max 24 -inch spans #14 HD equally spaced, staggered center rows. TABLE 1F: WOOD DECKS— NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Deck Roof Cover Primer MOP (psf) Base Ply Cap No. (See Note 1) W-90 Min. 19/32-inchI p ywood at max 24 -inch spans FlintPrime or SBS SA (Optional) SBS -SA SBS SA 127.5 FlintPrime SA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1117 for FL2533-1136 Revision 17: 02/04/2016 Appendix 1, Page 17 of 58 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: I ( - 150q 1, Gil ain .? I Me J hereby acknowledge that I personally inspected V'Roof deck nailing and/or ril Secondary water barrier work at 1" 14I WO , 0110 Y) I I P .:7n t-Sl'I. 9— and have determined that the work (Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Section 837.06 F.S. Signature of Contractor &�� S; ke's Printed Name of Contractor 6.16-/0 Date TO- I30� 7 7 License # License Type: 0 General 0 Building 0 Residential ll;/Roofing Contractor 0 or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF Senn i ry-)l e Sw rn to (or affirmed and subscribed before me this day of , 20 IL, by who is C4ersonally Known to gie or has 0 Produced (type of i tification) as identification. (SEAL) Signature of o ary Publi M090=190E Noary Punic stats of FameS e of Florid 6SW" � Stem cempWil.1 Al +AMY , 09120�OF990959Print/Type/Stamp Na a °P1'0�J0�! of Notary Public