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Home My WebLink About845 20 StCITY OF SANFORD BUILDING & FIRE PREVENTIONREC PERMIT APPLICATION AUG 15A1 Application No: Documented Construction Value: $ E Job Address: Parcel ID: 1 IG Type of Work: New Addition Alteration Repair Demo Change of Ilse Move Description of Work: Plan Review Contact Person:U r Phone:l-kn'?_1QQ rle!`t Fax: Email: Historic District: Yes No Residential Commercial Title: V2 Property Owner Information NameK)PAy'-'ev,2 Cs3P-:v W. 6 a Phone: Street: 'I (A V 11 t 10 'CL' Resident of ro ePP rh'' . City, State Zip:r'y,-Y,„ Contractor Information Name e'in to rPhone: Er) 1M Street: q Q<-r )1° - Fax: City, State Zip: r State License No w h Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. , FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Buildin g' 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 charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date P 41-- i4S,, Print Owner/Agent's Name PAULA GROBELSKI Notary Public - State of Florida Commission # FF 226552 My Comm. Expires May 4, 2019 l p Signature of Contractor/Agent Date Print Contractor/Agent's Name P - 0 aU—s bu- "-, ( ( ( Signature of Notary -State of Florida Date u aY.PUBi, P. ELAINE BROEKER, MY COMMISSION # FF 963471 N' r EXPIRES; March,312020 0rFOF f`Q 80rWW TIvw 60901 MAP#, s OWn g • "mown to Me or Contractor/Agent is all Kn a or Produced ID Type of ID )2 4 I-f AI I C y 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: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: 4,,C A - ( 6 tevised: June 30, 2015 Permit Application 8/11/2016 Estimate 0000046 from American Homes Roofing Inc. RC290274-7 American Homes Roofing Inc. RC29027427 1465 Grove St Apopka,Fl 32703 Matt West 845 E 20 th St Sanford,Fl 32771 ESTIMATE Estimate # 0000046 Estimate Date 08/11/2016 Item Description Unit Price Quantity Amount Tear off old shingles, replace with new 30 yr shingles and 4500.00 1.00 4,500.00 replace torch down on back of the house.Remove all trash run magnet on ground for nails. W 4- Alai NOTES: Signature ownetMaA-J Contractor 10 YEAR GUARTEED ON LABOR. Subtotal Total Amount Paid Estimate 4,500.00 4,500.00 0.00 4, 500.00 http://www.aynax.com/printEstimate.php 1/1 THIS INSTRUMENT PR7MDE Name , Address: i( I ;, Permit Number: Parcel ID Number: 31 -19-31 -512-0000-0200 Dill IN10 Iii 11ii Mi ii i 1IN 11" v I it 11 f i S. U. RV8 ET R Di_0! 1:"J:.j[.1::! The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: ( Legal description of the property and street address if available) 845 E 20TH ST SANFORD,, FL 32771 LOTS 20 + 21, MAGNOLIA HEIGHTS PLAT BOOK 5. PAGE 76 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMA Name and address,., Interest in property: OR LESSEE INFORMATIObLIF THE LESSEE CONTRACTED FOR THE IMPROVEMENT- V-17 I V- 4 V,kleo_ I Fee Simple Title Holder ( if other than owner listed above) Name] Matthew West Address: 2908 Lakeview Dr; Fern Park, FL 32730 4. CONTRACTOR: Name: American Homes Roofi Address: 5. SURETY (if applicable, a copy of the payment bond is attached): Name: Address: 6. LENDER: Name: Address: Phone Number: 407- 814- 4458 Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a) 7., Florida Statutes. Name: Address: 8. In addition, Owner designates Phone Number: to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Matthew West Signature of Owner or : essee. or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) Authorized Officer/Director/Partner/ Manager) State of County of U6 - The foregoing instrument was acknowledged before me this 'A day of 20 by Who is personally known to me L1 OR Name of person making statement who has produced identification LLtype of identification produced: . ........... I Jky P" 1, I ( o lr PAULA GROBELSKI Notary Public - S Florida State of Florida IT, Commission # FF J226552 •" A 41f; 0, ayZ019 MY COMM, Expires May4, Z019 AUG 4 &jj JU BY DEPUTY CLERK Property Record CardAPNOPPaRR "Cidt Parcel: 31-19-31-512-0000-0200, Owner: MATTHEW WEST LLC TRUSTEE FBO 4 i tx'MAvxY Property Address: 845 E 20TH ST SANFORD, FL 32771 Parcel Information Value Summary Parcel Y31 19 31 512 0000 0200 W1 Owner ' MATTHEW WEST LLC TRUSTEE FBO Property Address 845 E 20TH ST SANFORD, FL 32771 Mailing 2908 LAKEVIEW #112 FERN PARK, FL 32730- Subdivision Name MAGNOLIA HEIGHTS IITaxDistrictS1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions r 2U M18 I 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market NumberofBwldin IS j 1 1 Depreciated Bldg Value d! $ 43 115 I $36 709 Depreciated EXFT Value 600 i $600 Land Value (Market) 23 442- 23 442 Land Value Ag Just/Market Value "* 67,157 60,751 _ Portability Adt Save Our Homes Adt 0 0 Amendment Adj so P&G Adt 0 Assessed Value 0 67 157- 0 60,751 - Tax Amount without SOH: 1,236.37 2015 Tax Bill Amount 1,236.37 Tax Esfimator Save Our Homes Savings: 0.00 Ea°- i * Does NOT INCLUDE Non Ad Valorem Assessments i Seminole County GIS Legal Description LOTS 20 + 21 w_,__.. MAGNOLIA HEIGHTS PB 5 PG 76 Taxes, t Taxing Authority Assessment Value Exempt Values - Taxable Value County General Fund 67,157 1 $0 67,157 Schools 67,157 $O t 67,157V City Sanford i 67,157 $0 4 67,157 SJWM(SamtJohns Water Management) 67,157 + $0 I 67,157 l County Bonds 67,157 s $0 67,157 Sales Description Date Book Page Amount Qualified Vac/Imp 1 SPECIAL WARRANTY DEED 10/1/2015 08562 1910 $37 100 No Improved WARRANTY DEED 7/1/2015 08525 0240i $51 300 No Improved CERTIFICATE OF TITLE E 2/1/2014 1 08206 0183 $100 No Improved WARRANTY DEED 6/1/2001 01114111 y ... .... IT $ 59 800 ' Yes I Improved CORRECTIVE DEED 8/1/1998 a.. d 03480 1178 0045 $100 No j Improved n... ..._..... WARRANTY DEED 12/1/1997 03348 0526 "$100 , No Improved s WARRANTY DEED 9/1/1987 1 01888 1 1212 $50 000 Yes Improved 1 WARRANTY DEED 8/1/1984 01575 1308 f $44100 Yes t Improved WARRANTY DEED 12/1/1983 01515 1329 $37 600 No1 Improved WARRANTY DEED 10/1/1980 01301 1312 $33 500 Nc i Improved Rnd Comparable ;ales J Land Method Fronta a De th Units Units Price Land Value FRONT FOOT &DEPTH 104.00 F 136.00 0L ----- t -- _ 230.00 i i --- - 23,4 Building Information m._ .., Is Bed/Bath count incorrect? Click Here. YearBuilteO j._.____.___- Description Fixtures Bed Base Area Total SF j Living SF Ext Wall A, ValueActual/Effective epl Value Appendages 1 SINGLE 1950 i FAMILY 3 3 1_0 F 1,078 1,397 1,377 SIDING $43,115 i $86,230 I " GRADE 3 DIescriptionArea ENCLOSED I t y i PORCH 299.00 I FINISHED. I k PORCH F INISHED 20.00 I f-- --- --- -- — -- - — Permits DescriptionLFOP; Agency Amount 1CODatePermitDate 560 CLOSET INTO BATH- W- 1— SANFORD v - — $ 4,000 : 4 YµssV y 2/24/2016 v_.__-._— ..___ ._..__ __ Extra Features Description Year Built Unrts Value New Cost FIREPLACE 1 12/1/1950 __ 1 $600 $1,500 REVIEWED FOR CODE COMPLIANCE OUGO PLANS EXAMINERDATETRI1 VI ! 1ERD AFBENDIx A-. 1: ATTACHMENT REQUIREMENTS''FOR WIND UPUFT.RESISTANCE '° y Lo Table Deck Application Type Description Page 1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4-5 2 Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6-8 3 Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 9-10 4 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 11-12 5 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-14 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members 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, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite 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. 3. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft. 4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is already addressed in the tables that follow via N/A" reference if the baseline system is "Not Applicable" to Zone 1 design pressure requirements. 5. For 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. 6. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 7. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. g TABLE A' CERTAINTEED.FLINTLASTIC® MODIFIED BITUMEN COMPONENTS &APPLICATION METHODSwi* 5:''al. s Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Base and Ply sheets, Asphalt- Applied) Hot asphalt at 20-40 Ibs/square Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI 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 SBS, Asphalt -Applied) asphalt at 20-40 Ibs/square Cap Flintlastic Ca 30; Flintlastic Ca 30 CoolStar; Flintlastic FR Ca 30; Flintlastic FR Ca 30 CoolStar; Flintlastic FR Dual Cap; Hot P P P p 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 T; Flintlastic FR Base 20 T SBS:TA SBS,1orch-Applied)"--1 Torch -AppliedPlyFlintlasticBase20T; Flintlastic FR Base 20 T Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar, Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar; FlintClad Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODETHES, NOR SHALL ISSUANCE OF A PERMIT PREVENTREOURINGLADINGnDocFICIALFROMTHEREAFrFD Evaluation Report C40710.12.13-R3 for FL16709-R3 Revision 3: 01/26/2016 Appendix 1, Page 1 of 14 SO n n O TRINITY I ERA Reference Layer Material Application APP-TA Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus Torch -Applied APP, Torch -Applied) Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR CoolStar Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS-SA Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self -Adhering SBS, Self -Adhering) Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 8. "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. The following summary is the basis for the attachment tables herein. Table B assumes a directionality factor Kd = 0.85, no topographical variations Kzt = 1.0, roof slope < 7' for enclosed buildings, roof slope < 2.4° for open buildings and unobstructed flow for open buildings, as defined in ASCE 7-10. f Exposure Enclosure r_. Roof Height (ft) i s A T cJA TABLE B: ROOF CLADDING"DESIGNPRESSURES ALLOWABlE5TRE55 DESIGN PASQ(PSF)AfI ;, + _ 3 sx L v _+ ..,,fir ,,.. ::. - : T r. _. n3 , s a ti Ultimate Design Wind Speed - V it (mph) - FBC Figures 1609A, 1609B or 1609C Zone 120 130 140 150 160 170 180 Open slope < 2.4° 0 < h < 30 1 12.7 14.9 17.2 19.8 22.5 25.4 28.5 2 19.4 22.7 26.4 30.3 34.4 38.9 43.6 3 38.0 44.6 51.7 59.4 67.5 76.2 85.5 unobstructed flow 30 < h < 40 1 13.7 16.1 18.7 21.5 24.4 27.6 30.9 2 21.0 24.7 28.6 32.9 37.4 42.2 47.3 3 41.2 48.4 56.1 64.4 73.3 82.8 92.8 B Enclosed slope < 7' 0 < h < 30 1 15.5 18.2 21.1 24.3 27.6 31.2 34.9 2 26.1 30.6 35.5 40.7 46.3 52.3 58.6 3 39.2 46.0 53.4 61.3 69.7 78.7 88.2 30 < h < 40 1 16.9 19.8 22.9 26.3 30.0 33.8 37.9 2 28.3 33.2 38.5 44.2 50.3 56.8 63.7 3 42.6 50.0 58.0 66.5 75.7 85.5 95.8 0 < h < 15 1 15.4 18.0 20.9 24.0 27.3 30.9 34.6 2 23.5 27.6 32.0 36.8 41.8 47.2 52.9 3 46.1 54.1 62.8 72.1 82.0 92.6 103.8 Open slope 2.4" 15 < h < 20 1 16.3 19.1 22.2 25.4 28.9 32.7 36.6 2 24.9 29.2 33.9 38.9 44.3 50.0 56.0 3 48.8 57.3 66.5 76.3 86.8 98.0 109.9 C unobstructed flow 20 < h < 30 1 17.7 20.8 24.1 27.7 31.5 35.6 39.9 2 27.1 31.8 36.9 42.4 48.2 54.4 61.0 3 53.2 62.4 72.4 83.1 94.6 106.7 119.7 30 < h < 40 1 18.8 22.1 25.6 29.4 33.4 37.8 42.3 2 28.8 33.8 39.2 45.0 1 -51.2 57.8 64.8 3 56.4 66.2 76.8 88.2 1 -100.3 113.3 127.0 Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 14 J TRINITY I ERD 1 4;:TABLE B ( CONTINUED): RO06GLADDING DESIGN PRESSURESA.LLOWABLE STRESS DESIGN, PASD (PSF) p Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed - Vit (mph) 120 130 140 150 160 170 180 0 < h < 15 1 18. 9 22.1 25.7 29.5 33.5 37.8 42.4 2 31. 6 37.1 43.1 49.4 56.3 63.5 71.2 3 47. 6 55.9 64.8 74.4 84.7 95.6 107.1 C Enclosed slope < 7° 15 < h < 20 1 20. 0 23.4 27.2 31.2 35.5 40.1 44.9 2 33. 5 39.3 45.6 52.3 59.6 67.2 75.4 3 50. 4 59.2 68.6 78.8 89.6 101.2 113.5 20 < h < 30 1 21. 7 25.5 29.6 34.0 38.7 43.6 48.9 2 36. 5 42.8 49.7 57.0 64.9 73.2 82.1 3 54. 9 64.4 74.7 85.8 97.6 110.2 123.5 30 < h < 40 1 23. 1 27.1 31.4 36.1 41.0 46.3 51.9 2 38. 7 45.4 52.7 60.5 68.8 77.7 87.1 3 58. 3 68.4 79.3 91.0 103.6 116.9 131.1 0 < h < 15 1 18. 6 21.9 25.4 29.1 33.1 37.4 41.9 2 28. 5 33.5 38.8 44.5 50.7 57.2 64.1 3 55. 9 65.6 76.1 87.3 99.4 112.2 125.8 Open slope < 2. 4° unobstructed flow 15 < h < 20 1 19. 5 22.9 26.6 30.5 34.7 39.2 44.0 2 29. 9 35.1 40.7 46.7 53.1 60.0 67.3 3 58. 6 68.8 79.8 91.6 104.2 117.6 131.9 20 < h < 30 1 21. 0 24.6 28.6 32.8 37.3 42.1 47.2 2 32. 1 37.7 43.7 50.2 57.1 64.4 72.2 3 63. 0 73.9 85.7 98.4 111.9 126.3 141.6 30 < h < 40 1 22. 1 25.9 30.0 34.5 39.2 44.3 49.7 2 33. 8 39.6 46.0 52.8 60.0 67.8 76.0 3 66. 2 77.7 90.1 103.5 117.7 132.9 149.0 D 0 < h < 15 1 22. 9 26.8 31.1 35.7 40.6 45.9 51.4 2 38. 3 45.0 52.2 59.9 68.2 77.0 86.3 3 57. 7 67.7 78.5 90.2 102.6 115.8 129.8 Enclosed slope < 7° 15 < h < 20 1 24. 0 28.1 32.6 37.4 42.6 48.1 53.9 2 40. 2 47.2 54.7 62.8 71.5 80.7 90.5 3 60. 5 71.0 82.4 94.5 107.6 121.4 136.1 20 < h < 30 1 25. 7 30.2 35.0 40.2 45.7 51.6 57.9 2 43. 2 50.7 58.8 67.5 76.8 86.7 97.2 3 65. 0 76.3 88.5 101.5 115.5 130.4 146.2 30 < h < 40 1 27. 1 31.8 36.8 42.3 48.1 54.3 60.9 2 45. 4 53.3 61.8 71.0 80.7 91.1 102.2 3 68. 4 1 -80.2 1 -93.0 1 -106.8 121.5 1 -137.2 153.8 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 14 TRINITY I ERA TABLE 5: WOOD DECKS— NEW CONSTRUCTION OR REROOF TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W = MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Base Sheet Roof Cover System Deck Attachment MDP (psf) No. (See Note 1) Base Fasteners At Lap Staggered Center Row(s) Ply Cap W I X Y Z Min. 19/32-inch Glasbase; Flexiglas; Flintlastic SBA, 32 ga., 1-5/8-inch dia. BP -AA, S-A- AA, SSBS BS-TA W 5 plywood; See Note 1 Base 20; Poly SMS Base; Ultra tin caps with 11 ga. 4 8 3 8 SBS-TA or APP- or APP-TA Poly SMS Base; Yosemite annular ring shank nails TA t 2 & CORNER AREA BASE SHEET ATTACHMENT. a x5 Fµ )- rSYSTEM VV 5; ZONE 3 ERIIVIETER q j,} , , , ; . ,t :• Ultimate Design Wind Speed —V lt(mph) Exposure Enclosure Roof Height Zone 120. ry 130 140 1s0y160 170 X Y' X Y 2 Z` X Y Z X Y Z g X Y Z 2-Perimeters 8 3 8 8 3 8 8 3 max - 8 8 3 8 8 3 a 8= 8 3 8 0<h<30 3-Corners 8 3 8 8 3 6 8. - 8 3 8 7 37 6 3 6 Open 2-Perimeters 24, 8 3 8 8 3 8 8 3 8 8 3 8 5 398_' 8 3 8 30 < h < 40, 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6, x- 3 6 y 5 3 5 B 2-Perimeters 8 8 ", 8 3 8 8 3' 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Corners 8 r 3=' 8- ` 8 3 8 8 3 f8u 7 3 76 s, 3 6; 6 3 6 Enclosed, k 2-Perimeters 8 3, 8 8 3 8 8 3 8" 8 3 8 8 3 8 30<h<40 3-Corners Sa 3 8 8 3 8 8 y 3 8:, 7 3 7 6 3 6 4 3 4 2-Perimeters 8 3= 8 3 8 BY 3 8 8 3 88° 3 8 8 3 8 0<h<15 3-Corners 8 3 8 ti 8 3 8 7 3, 7 6 3 6 S= 3 P -J 5 4 5 2-Perimeters 8 3 a. 8 3 8 8 3 8- 8 3 8 8 t 3 8 8 3 8 15<h<20, 3-Corners 8 3` 8 8 3 8 7 3 7 a 6 3 6 5 4 S, 5 4 5 C Open 2-Perimeters 8 3g 8 8 3 8 8 3 8 8 3 88 8 3 8 20<h<30 3-Corners g 8 3x 8 7 3 7 6 3t 5 3 5 5k 5 5 S 2-Perimeters 8 3r 8 8 3 8 8 3 8: 8 3 8 8'- 3 q8 8 3 8 30<h<40 3-Corners 3 :._ . 8 7 3 7 T 675 3 6 5 4 5 Ig,'S; f, t S 4 5 4 60.0 Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 13 of 14 16 BCIS Home , Log In j User Registration Hot Topics Florida S Product Approval USER: Public User E Florida Building Code Online r"` 08PR H4:#Y R8QU768PR bBPtt.ialiE1SWir bD2TRGtiBBR12' a Oubmit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links I Search Product Approval Menu > Product or Application Search > Application List > 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) FL16709-R3 Revision 2014 Approved CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Mark Harrier mark.d.harner@saint-gobain.com Mark Harrier 1400 Union Meeting Road P.O. Box 1100 Blue Bell, PA 19422 215) 274-2443 Mark.D.Harner@saint-gobain.com Roofi ng Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer a Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 07/03/2017 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL16709 R3 COI 2016 01 COI Nieminen.pdf Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 https:/twww.floridabtilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDqu8obl%p2flZm6Tv25QccWynp/`2f7cyjlWocnp9zS2QMUMPcdYgp/o3d°/`3d 1/2 EQ1/2016 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/04/2016 02/15/2016 02/17/2016 04/12/2016 FL # Model, Number or Name Description 16709.1 Flintlastic Modified Bitumen SBS and APP modified bitumen roof systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL] 6709 R3 II 2016 01 FINAL Al ER CERTAINTEED MODBIT FL16709- R3.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-97.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application Evaluation Reports pertains to the maximum design pressure for one FL16709 R3 AE 2016 Ol FINAL ER CERTAINTEED MODBIT FL16709- R3.DdfparticularassemblyforuseinZone1 (field area) of the roof. Refer to ER Appendix for all systems Created by Independent Third Party: Yes and attachment limitations. 2.) Refer to ER Section 5 for Limits of Use. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Caayriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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Product Approval Accepts: WIFil LM eClre k Credit Card Safe https://w.vw.floridabuilcing_org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2flZm6Tv25QccWyn%2f7cyjlWocnp4iS2QMUMPcdYg%3da/o3d 212 r CITY OF SANFO I G SERVICES Residential -R.of Hurricane,Mitigatiofi Inspection Affidav t Permit #: 1 L'e ocno 4 < I, ereby acknowledge that I personally inspected deck nailing and/or Secondary water'barrier work` J tea,' at `CJ 4-1 -D:." and lV4determined that the work Job Site Address) was done done according to the Hurricane Mitigation Retrofit 1VManual. (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. ut 12S I 1( ignature of Contractor Date Dm Printed Name of Contractor License # License Type: 0 General Building Residential Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF S r"1 n 0 A}rSwornto (or affirmed) and subscribed before me the day of 20 / 41 , by fYl C-V-\Qe( J4 { z e 2 ,who is ersonally ]Known fox: a or as Produced (type of Velt2ication) as identification G (SEAL) Signature of Notary Public fate of Florida `. 1a;re 4;c0 k 2 E Printffype/Stamp Name 2a1; PUe 2 P. EuuNE BR # FF 66 r MY COMMISSION PF 634T1 of Notary Public ; cxPIR€d, Match 3, 2020 oF t° SwdW Tm W01 Nomry!W a i 3