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Home My WebLink About422 San Marcos AveCITY OF SANFORD BUILDING S FIRE PREVENTION D PERMIT APPLICATION I Application No: � �O ' -36 Documented Construction Value: $ ,3. P(90 Job Address:Historic District: Yes ❑ No ❑ Parcel ID: 3c) - - 3/-ni - 0,� 00 - ciaSO Residential ® Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: T 1'CJ1 4,ocyn Plan Review Contact Person: 5 tori (rO 0,C-)�hy,- tTitle: CD.x)rrev- Phone: yoi' -6 07 Fax: ?c5Z -2 -?,6 -%19amai1: CAO t.., C:, n re h n�y�•C—Olxz Property Owner Information Name c oiled C Roggc& Phone: ol Street: �Oa ?Xa ce Resident of property? : 0Gvne r U City, State Zip: 4�;qn -Qod k%, -:22 %%/ \ rr 11 Contractor Information Name Phone: Z/O, —'901`' 660 - Street: _-3 3 S - V ar► Fax: —23,6 City, State Zip: n y'6 r)dQ -Ft - ��2t1 / State License No.: RC06 30- 020 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information 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 C� commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction O in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. (Z FBC 105.3 Sball be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application \ _.VOTICr.- In addition to the mquhwxm of thin Pcindt. there nay he additional mwictiotiupplicAlc to thi, propert) that nay be &* in the pibliriccoribofthl% county, and there may be additional pcmiu required nom oxhim go%criuvirnial crnitit:3 such a, warn management districb, statepsencim or k4cral WellMi. A�crritaiiec orpennit a vairication dw I %at roof the mmu orthe pmpc;iy of equimntm% of Florida Urn Low. V.013. Tho City orSanfwd requires, paymcni*ofa:pl2;71;vii;,rccw-&tifmofprryrii'sub'mittal,A"copytitihetimiedcimuunissequittki U in order in calcullic a pbn'rc%i'cw charge and will bi�considcrcd the estimated conwuciion %-jluc or the job at the time of suhnuttal, li The actual construction value will be figured based on the current ICC Valuation Table in effect at the unwe the p=h i, iskutd, in accordance with local ordinance, Should calculated charges figured off the cxccutcd contract exceed the actual comuniction value. _ZiW1 will Waffiiad toga permit Pecs when the Permit is issued. 01WER'SAFFIDAVIt: I certsyIh all th.efo. foregoing inrirmation is accurate and that all %ork %ill fie done in compliance ith all apph ble laws regulptleng construction and -zoning. Z c(O-Tafftm k Drat '0-vWA4Mt'$ -Vww—. Prim CwncwWAVcW%.tUw -7 of I)SC -7 o MELONISE NOEL111011IFY Public - Slat* of Florida y 1-t" AMANDA NASH MMY COMMISSION I FF 05= COM'S"On it FF 993984 EXPIRES: November 15,2017 11fW0100 3, 2020 Conlmcl W1,10- 11 NO National NoIsty Assn. Produced ID L--,--Typc of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Occificalo Mechanical [] Plumbing[] Gas[] Roof[] :,Construction Type. Occupancy Use: Flood Zone. Total Sq Ft o[Bidg: Min. Occupancy Load: # of Stories: rN6viConstruction: Electric - # of Amps Plumbing - # of Fixtures w1troftainJer Permit: Yeso No[] kof licads Fire Alarm Permit Yes[] Noo ZONING: UTILITIES: WASTE WATER. INEE RING: FIRE' BUILDING: SF - 7 Ts" 01. 0 SCPA Parcel View: 30-19-31-516-0200-0250 11/7/16, 9:49 AM p o erly Record Card "0 CFA Parcel: 30-19-31-516-0200-0250 P� Owner: BEADS JARED C ecwaaLcov+r� Fv><uor Property Address: 422 SAN MARCOS AVE SANFORD, FL 32771 Parcel Information Parcel 30-19-31-516-0200-0250 Owner BEADS JARED C Property Address 422 SAN MARCOS AVE SANFORD, FL 32771 Mailing 4270 IRON GATE CT SANFORD, FL 32773 - Subdivision Name FAIRVIEW Tax District Sl-SANFORD DOR Use Code 01 SINGLE FAMILY Exemptions Land Value (Market) a > r 2S Seminole County GIS Legal Description 1 , LOT 25 (LESS N 23.72 FT) + LOT 26 BLK 2 FAIRVIEW PB4PG71 Taxes Value Summary Tax Amount without SOH: $703.33 2016 Tax Bill Amount $703.33 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method CostfMarket Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $23,573 $23,059 Depreciated EXFT Value $35,601 $0 Land Value (Market) $12,028 $12,028 Land Value Ag $35,601 County General Fund Just/Market Value " $35,601 $35,087 Portability Adj $100 No Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj $0 $0 Assessed Value 1 $35,601 $35,087 Tax Amount without SOH: $703.33 2016 Tax Bill Amount $703.33 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Page Schools $35,601 $0 $35,601 City Sanford $35,601 $0 $35,601 SJWM(Saint Johns Water Management) $35,601 $0 $35,601 County Bonds $35,601 $0 $35,601 County General Fund $35,601 $0 $35,601 Sales Description Date Book Page Amount Qualified Vac1Imp QUITCLAIM DEED 9/1/2014 08335 1490 $100 No Improved SPECIAL WARRANTY DEED 5/1/2012 07771 1227 $22,500 No Improved CERTIFICATE OF TITLE 2/1/2012 07721 0676 $100 No Improved CERTIFICATE OF TITLE 8/1/2006 06350 0076 $108,700 No Improved WARRANTY DEED 8/1/2004 05421 1933 $108,0001 No Improved WARRANTY DEED 3/1/2004 05235 1608 $40,500 No Improved x http://parceldetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=30193151602000250 Page 1 of 2 N THIS INS UM NNTPREP ED Y: I IQQI�I II�II IIIII IIlIi 1111 �IIII 1I111111 Name rI EM Address; I-eznC4411 - MARYANNE MORSE? SEMINOLE COUNTY �o :'J..7- 2)r4 -7,Y CLERK OF CIRCUIT COURT & COMPTROLLER BK 8804 F's 145 (1P9s ) 74 NOTICE OF COMMENCEMENT RECORDEDvll/10/2016 10:57:41 AM RECORDING FEES $10.00 State of Florida RECORDED BY hdevore County of Seminole o Permit Number: Parcel ID Number: The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) . 9 e, -r7 l�f%D�l`� ,2 c- //P. S-4.7--/'r7'-C/ �/ 3 a 72'/ GENERAL DESCRIPTION OF IMPROVEMENT: OWNER IN�RMATION: Name: jaczd (-- • c r Address: Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR - Name: // Name: GF /� t A C - Zt--' J Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A 0 NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST N INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 0 BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. H Under penalties of prl Yd' declar at I have read the foregoing and that the facts stated in it are true to th�Stf p e 'ef. oJ'' �b�/ �a yCD Owners Signature Owners Printed Name Florida Statute 713.13(1)(9): ' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stcad.* Uj State of 0// County of d> a/�Z / 41 O le O The foregoing Instrument was acknowledged before me this day of IV ✓ 20z CE .6 � a bye egr C _ 41 al- Who is personally known to me ❑ a Name of person making sta ement a OR who has produced Identification //�� type of Identification produced: /,Jrr I/e/S11 ItZ ��;�� •':; AMANDA HASH �Cl� 0 MY COMMISSION't FF 052653 x * EXPIRES: November 15,200 Notary Signature t t v ''tornde Bonded ThruBudgel Notify Senkes City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address U �22 5oll O f 0I 'C eDS "Ale As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinp.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # includir decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumeneer , CIP fee d / /- Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coati/ Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicants Signature ,A i Applicants Name (Please Print) June 2014 13 (oLa b u r n z) -So n ce l'r , Page 1 of 2 RECORD COPY SCIS Home I Lop In I Use, Registration Hot Topics I submit surcharge I Stats a Facts I Publications I FBC Staff I SCIS Site Map I Links I Search rida r �Product Approval US I USER: Public User Product Approval Menu > Product or Application Search > Application Us > 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 SANFORD BUILDING DIVISION Revision A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 2014 LICENSE TO PROCEED WITH THE WORK AND NOT AS Approved 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 ❑ REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 19355 (610) 651-5847 mark.d.harnerosaint-gobain.com Mark Harper ma rk.d. ha rnerosai nt-gobain. com Mark Harper 1400 Union Meeting Road P.O. Box 1100 Blue Bell, PA 19422 (215) 274-2443 Ma rk. D.Harnerosa int-gobain.com Roofing' Modified Bitumen Roof System REVIEWED FOR CODE COMPLIANCE .5mF PLANS EXAMINER 1-15— lc. DATE 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 ❑l Validation Checklist - Hardcopy Received FL16709 R3 COI 2016 01 COI Nieminen.odf Standard ASTM D6162 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6509 FM 4470 FM 4474 4V1lAb�6' SANFORD 40, . IKT4 #16- 02� Year 2000 2000 2005 2008 2009 1992 2004 11/15/2016 Page 2 of 2 Equivalence of Product Standards Certified By 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 02/17/2016 Date Approved 04/12/2016 5ummary of FL V 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 FL16709 R3 II 2016 01 FINAL Al ER CERTAINTEED MODBIT FL16709- R3.odf Approved for use outside HVHZ: 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 Evaluation Reports application pertains to the maximum design FL16709 R3 AE 2016 01 FINAL ER CERTAINTEED MODBIT FL16709- R3.odf pressure for one particular assembly for use In Zone 1 (field area) of the roof. Refer to ER Created by Independent Third Party: Yes Appendix for all systems 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. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall 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 here . Product Approval Accepts: ® ® O Credit Card Sate 11/15/2016 TTRINITYIERD I I 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 FBG 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 polyisocyanurate 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. S. 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. Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report 040710.12.13-113 for FL36709-R3 Certificate of Authorization #9503 Revision 3:01/26/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 1 of 14 TABLE A: C-ERTAINTEED FUNTIASTIN MODIFIED BITUMEN COMPONENTS $ APPLI@ATION METH005 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 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 (SBS, Asphalt -Applied) Hot asphalt at 20-401bs/square Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Cap Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flindastic Premium FR -P CoolStar, Flintlastic GMS; Flintlastic GMS CoolStar; Flindastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20 T; Flintlastic FR Base 20 T SBS -TA Torch -Applied Ply Flintlastic Base 20 T; Flintlastic FR Base 20 T Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR; Flintlastic (SBS, Torch -Applied) Cap GTS -FR CoolStar; FlintClad Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report 040710.12.13-113 for FL36709-R3 Certificate of Authorization #9503 Revision 3:01/26/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 1 of 14 QOTRINITYIERD. Reference Layer Material Application APP -TA Base Flintlastic APP Base T, Flintlastic STA; Flintlastic STA Plus 180 Torch -Applied (APP, Torch -Applied) Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR CoolStar -14.9 Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS -SA Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self -Adhering (SBS, Self -Adhering) -43.6 3 -38.0 -44.6 -51.7 -59.4 -67.5 -76.2 -85.5 Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar, Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 8. "MOP" = 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. Exposure Enclosure Roof Height (ft) Zone TABIf B: ROOF CLADDING DESIGN PRESSURES, ALLOWAEIE STRESS DESIGN, PASD (PSF) Ultimate Design Wind speed - V„ p (mph) - FBC Figures 1609A,16096 or 1609C 120 130 140 150 160 170 180 Open slope < 2.4" unobstructed flow 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 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 8 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 -S2.3 -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 C Open slope 12.4* unobstructed now 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 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.S -76.3 -86.8 -98.0 -109.9 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 1 -18.8 -22.1 -25.6 -29.4 -33.4 -37.8 -42.3 2 1 -28.8 1 -33.8 -39.2 1 -45.0 -51.2 -57.8 -64.8 3 1 -56.4 1 -66.2 -76.8 1 -88.2 -100.3 -113.3 -127.0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C40730.12.13 -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 ��TRINITYJERD Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report 040710.12.13-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 TABLE B (CONTINUED): ROOF GUOVING DESIGN PRESSURES, AItOWABLE STRESS DESIGN, PASO (PSF) _ Exposure Enclosure Roof Height (ft) e UltimatDesign Wind Speed - V„„ (mph)120 Zone 130 140 1S0 160 170 180 C Enclosed slope < r 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 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 Open slope 12.4* unobstructed now 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 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 23.9 -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 0 Enclosed slope < r 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 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 1 -27.1 -31.8 36.8 -42.3 -48.1 -54.3 -60.9 2 -45.4 1 -53.3 -61.8 -71.0 -80.7 1 -91.1 1 -102.2 3 -68.4 -80.2 1 -93.0 1 -106.8 1 -121.5 -137.2 -153.8 Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report 040710.12.13-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 QOTRINITYIERD TABLE S: 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 No. Deck (See Note 1) Base Fasteners At tap Attachment Staggered Center Row(s) Ply Cap MOP (psf) W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA) BASE SHEET ATTACHMENT: W-5 Min. 19/32 -inch plywood; See Note 1 Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite 32 ga., 1 -5/8 -inch dia. tin caps with 11 ga. annular ring shank nails 4 8 3 8 BP -AA, SBS -AA, SBS -TA or APP- TA SBS -AA, SBS -TA or APP -TA 60.0 SYSTEM W -S; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed — V e (mph) Exposure Enclosure Roof Hight Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3 -Corners 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 Open 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 30<h<40 3 -Corners 8 3 8 8 3 8 8 3 1 8 7 3 7 6 3 6 5 3 5 5 4 5 B 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3 -Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 6 3 6 4 3 4 Enclosed 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 30<h<40 3 -Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<15 3 -Comers 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 4 4 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 15<h<20 3 -Comers 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 4 5 4 C Open 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 20<h<30 3 -Corners 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 j 5 5 5 j 4 1 5 4 2 -Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 1 3 8 8 3 1 8 1 7 1 3 1 7 30<h<40 3 -Corners 8 3 8 7 3 7 6 36 5 4 5 5 5 S 4 5 4 4 5 4 Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report C40730.12.13 -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 MCKBURN AND SONS ROOFING CONTRACT Dow. rawl invoice No. 82 11 erndrtl rd. Invrur0 0.1le, fjovem1wr 14. 2016 Orlando R. jigus phone a 401 709 5451 lo Tr.le W %AV% WWI M Ave frMail douanasbSIOPY.Own tom %infordil .37111 Phone f -mall* ra.: MWOOOF Rrfne,w all reed roof rooting down d#CkW4 nM dQ(%WW to It CrAv OrY M01 in with 43 pound bow she" Fktotuce all bad wood Plus tort of wood anIt Lariot butt new cwt 4inp ltrPlMg ell lead boors and vraft 11MAN new one ply low System Vhap Rtmove old chimney an tool cleen U& and haul swev all trash - - - - --v 1pv%flIvUlablal f 5 3.$M00 Us Rate 5 year warantv tin all vortt Sat-% lar Demis Rumt rived 3.8m.00 7 7,77777=71-7 ,..,._:..t,. MAA all checks POVOblo to MUG HASIO 'hank vw low w"w twww'so-1 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricaine Mitigation Inspection Affidavit Permit #: 14-302-1 I, S44 Jet 13144A A wey hereby acknowledge that I personally inspected (Roof deck nailing and/or Ksecondary water barrier work at 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 Date S�qgjey &C -kb w et A(20 azo z o Printed Narde of Contractor License # License Type: 0 General 0 Building 0 Residential JK Roofing Contractor 0 or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF S I -W i ian !e l Sworn to (or affirmed) and subscribed before me this %! day of � yem� e/ , 20 , by who is Personally Known to me or has 0 Produced (type of ident' kation)I as identification. (SEAL) Signature of Notary Public , Florid a 1,,.l Print/Type/Stamp NameAMAND o,►R;��k of Notary Public *s �* MYC01OANt 052653 EXPIRES: November 15, 2017 �'��a n'�A, 6ond10 TAru euOeN Nobry Smka 3