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HomeMy WebLinkAbout2415 Stevens Aveij CITY OF SANFORD AuG 42w MLIDING & FIRE PREVENVON PERMIT APPLICATION Appificat ion No: Documented Construction Value: S 2H 06 Job Address: AUZ -54nc-109-4 Historic District: Yes 0 No 0 5 7 -7 Parcel ID: Residential Commercial'[] ElTypeofWork., New,0 Addition.[] .iteration Cl Repair[] Demo D Change ofUseF Move Description of Work: *Qr_Skd'a4'.( llcr?'O' —1.24q- 014 L lana k-ykt_-) _T_Q+2C1' Titte:. Fazo : Emwt•. l"E) 6 S 11 - Ky r Property owner Information r44 I Street- 41ySit Resident of propert,0 City, State Zip: Name I' s Street: Clq, State. Zip Name: Street: City, St, Zip: Bonding Compan.v: Address: — A71 Phone: '!:Z 1 —9 C- a– 11 1 t q IM State License No.: -C--e- C 1 3 Z. -7 t to R 071 Phone: Fax-, E-mail: 4 Mortgage Liend-er: Address: WARNING TO OWNER: YOUR FAILURE TORECORD A NOTICE OF COIJININIENCENIENTIMAY RESULT IN YOUR PAYING TWICF FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONIMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SHE BEFORE T14E FIRST INSPECTION. IF YOV' INTEND TG OBTAIN FINANCING, CONSULT WITUt YOUR LENDER OR AN A'1717ORNEV BEFORE RECORDING YOUR NOTICE 01' CONIINIKNCEMENT Application is hereby made to obtain a perratv to do the work and installations its indicated. I certify that no work or installation has cortirrienced prior to the issuance of pertnif and that all work will be performed to meet standards ot'all laws regulating construction in this j.j,isdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters. tanks, and air conditioners, etc. Revis,,M: hafl 0 Yj20 5 N na Apt)ficauon NO'nCE: Tn addition to the requirements of this permit, there stay 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 fro -n -v other govermnemal entities such as water manaaement districts, state agencies, or federal agencies. 0 - Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS Ti 3. 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 TCC Valuation Table in effect at the time the permit is issued., in accordance with local ordinanc-c. Should calculat"I charges f1pired ofl- the executed comract exceed the actual construction value, credit wit I 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 taws regutating construction and ming. V A2 Signature of0)vnL7r;7A,-eni Date Signature of ConloAtetoriAgent Date C 4.e\ CL t. c-, .1 Print Owret/Agent's Name X 116- S' ruse otary -State of Florida Dite CHRISTINE VALENTINE yy COMMISSION OFF170366 E 0 IsEXPIREbe212018 X921 pt 5a;FZfjd allolarySefViCe.COM Olvvnera/ Age7 Is Personally Known to Me or Produced I D !Type of ID rL,2 PmE C V_'f/16 Date Contractor/Agent is /.1 Personally Known to Me or Produced ID _ Type of' [D Permits Required: Building F Electrical Mechanical F Plumbin-IF Gas F Roof 2" Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS. of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] NoE] WASTE WATER: BUILDING: '5*:' Revised: June 30, 3015 Permit Application CHRISTINE VALENTINE MY COMMISSION #FF170366 EXPIRES October 21, 2018 40 h JW -0i S9 Florid a Notary Serv.cexorn Contractor/Agent is /.1 Personally Known to Me or Produced ID _ Type of' [D Permits Required: Building F Electrical Mechanical F Plumbin-IF Gas F Roof 2" Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS. of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] NoE] WASTE WATER: BUILDING: '5*:' Revised: June 30, 3015 Permit Application Altamonte Springs, Casselberry, Lake Mary, Longwood, Saaford, Seminole County, Winter Spnngs Date: 07 - 26 - 2-01 (o I hereby name and appoint tj Q-A' ns a t- an agent Of: C rLZ-LJ 72_0 NameofComp-any) to be my lawful attorney-iri-factto act 1 -or nieto apply fcr, reccipt for, saga for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 0M SiZUR-03Auz, S,4,'d +GP- I G -I 8-721 2'-j is (Street Address) Expiration Date for This Limited Power of Attorney: () 2 - 2 (P - 2. 0 1 (o License Holder Name: 1,)q22HL CcAbazk j State License Number: C -d -C- 132- 1 1 A A Signature of License -Holder:_Z),, STATE OF FL TA COUNTY OF -191, The foregoing iiistrI.11iient was,4eknoxvied ed before me this - 2W '- to lf, 1b , by af t e-'o—r o who has pro used identification and who did (did not) take an oath. Notary Seal) Rev. 08.12) Q-i,n ture Print or type name q- day Of ALL44 who is o personally knoNvn Notary Public - State of- ggtja Commission No. TV y "'Pplm ISS1 On -x 'res: CHRISTI E VALLN i INL PAY COMMISSION # FF 170366 EXPIRES October 21, 2018 40)13146-0153 Florida tictaryService.corn as Crew .Pro's Inc 6439 John -Alden Way Orlando, FL 3,2819 MW Candice Jackson 2415 Stevens Ave Sandford, FL 32771 PH 407-342-1601 Date, Invoice 8/802016 10014 P.0'. No. Terms. Project 2457 Exiie on receipt To P -,z k Quantity Description Rate Amount I JMSTa'il'Itioill of24 sgs ofnew with ctokncz toof application. Renlove existim, roof'dow-n to plywood. it -nails deck and install new torched dowii application l(IF[wida App.rov,41 Co6eFL1.1 2,98-Ri 5) 4,458.36 2,458.36 Thank you for YOUT business, eE Jy Total S21458.36 Page 1 of 2 RECORD COPY k i r i` '--. t s S - °" Q'- r i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff ( BCIS Site Map Links!, Search !, Flodda x e Product Approval 99 USER: Public User SANFORD BUILDING DIVISION Product Approval Menu > Product or Application Search > Application List > Application Detail A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS i FL # FL16709-R3 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Application Type Revision ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Code Version 2014 CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER Application Status Approved REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Comments Archived # 1 6 2 2 5 2 Product Manufacturer CertainTeed Corporation -Roofing REVIEWED POR CODE COMPLIANCE Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 PLANS EXAMINER jILD/NG mark.d.harner@saint-gobain.com i' 24' ( DATE Authorized Signature SANFORDMark Harper mark.d.harner@saint-gobain.com Technical Representative Mark Harper Address/Phone/Email 1400 Union Meeting Road P.O. Box 1100 Blue Bell, PA 19422 215)274-2443 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE L4! Validation Checklist - Hardcopy Received Certificate of Independence FL16709 R3 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 8/29/2016 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 r. summary of Products 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 FL16709 R3 II 2016 OS 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 Evaluation Reports application pertains to the maximum design FL16709 R3 AE 2016 01 FINAL ER CERTAINTEED MODBIT FL16709- 113.0fpressureforoneparticularassemblyforuse 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, 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 455, F.S., please click here . Product Approval Accepts: WW1 N:Imgk -..:r. Credit Card Safe 8/29/2016 Table Deck Application Type Description rdse 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 polyisocya n u rate, polystyrene, wood fiberboard, perlite 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. 3. Bonded polyisocya nu 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. aTABLEA: CERTAINTEED FLINTL`ASTIC MODIFIED BITUMEN COMPONENTS &,' PPLICATIONMETHODS _ e , - . ., ;. ,. Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Hot asphalt at 20-40 lbs/square Base and Ply sheets, Asphalt- Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI Applied) 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 Hot asphalt at 20-40 lbs/square Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; SBS, Asphalt -Applied) 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 T; Flintlastic FR Base 20 T Ply Flintlastic Base 20 T; Flintlastic FR Base 20 TSBS -TA Torch -Applied Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR; FlintlasticSBS, Torch -Applied) Cap GTS -FR CoolStar; FlintClad 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 1 of 14 TRINITY I ER© Reference a TABLE A=(CONTIN UED):?CERTAINTEED F,LINTLASTIC .,MODIFIED BITUMEN COMPONENTS & ,PLICATION METHODS,- Layer Material Roof Height (ft) Application APP -TA APP, Torch -Applied) Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR CoolStar SBS -SA SBS, Self -Adhering) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self -AdheringplyFlintlasticSAPlyBase; Flintlastic SA Mid Ply Cap I 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. Exposure Enclosure Roof Height (ft) STABLE B ROOF CLADDING DESIGN PRESSURES ALLOWABLE $TRESS DESIGN, PASD,(PSF) _ 24 Ultimate Design Wind Speed - V„i, (mph) -FBC Figures 1609A, 16098 or 1609C Zone 120 130 140 150 160 170 180 Open 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 slope:S 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 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 slope < 7° 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 -S0.3 -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 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 slope 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 -51.2 -57.8 64.8 3 -56.4 -66.2 -76.8 -88.2 -100.3 -113.3 127.0 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C40710.12.13 -R3 for FL16709-R3 Revision 3: 01/26/2016 Certificate of Authorization #9503 Appendix 1, Page 2 of 14 Prepared by: Robert Nieminen, PE -59166 TRINITY I ERD Exposure Enclosure Roof Height (ft) TABLEi6 (CONTINUED): ROOF CLADDING DESIGN PRESSURES ALLOWABLE $TRESS DESIGN, PASDa'` '.. Ultimate Design Wind Speed - V,it (mph) Zone 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 Enclosed 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 C slope < 7' 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" 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 unobstructed flow 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 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 slope < 7° 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 1 -102.2 3 -68.4 -80.2 -93.0 -106.8 -121.5 -137.2 1 -153.8 Exterior Research and Design, LLC. d/b/a Trinity I ERD 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 Qfi RINITY I ERD 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 I Y I Z Min. 19/32 -inch Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. BP -AA, SBS -AA, SBS -AA, SBS -TA W-5 Base 20; Poly SMS Base, Ultra tin caps with 11 ga. 4 8 3 8 SBS -TA or APP- or APP -TAplywood; See Note 1 Poly SMS Base; Yosemite annular ring shank nails TA EMZONE CORNEAREABASESHEET t " SYS 2 Si 3;h'PERINIETER ATTACHMENT Ultimate Design Wind Speed— V„ ii (mph) Exposure Enclosure Roof Height y M Zone 120 130 140 150 160 uro 170 ft) X Y4 Z u, X Y Z X Y Z X Y ZX= YZa X Y Z 2 -Perimeters 8 3= ?t 8 8 3 8 8 3 8 8 3 8 8 3" 8 8 3 8 0< h< 30 3 -Corners -8-8 rt i 8 3 8 8 a3 8 8 3 8 7 3 Z! 6 3 6 Opena 2 -Perimeters 8 3 8 _ 8 3 8 3 8 8 3 8 8 3 8 8 3 8 30<h<40 3 -Corners 3 ' 8= 8 3 8 8 3s 8= 7 3 7 6 3 6, 5 3 5 B 2 -Perimeters 8 - t 8, g 8 3 8 8 13 . 8 8 3 8 8" 3 8« 8 3 8 0<h<30.. 3 -Corners 8 3; 8"' 8 3 8 7 3 7 6 3 6: 6 3 6 Enclosed 2 -Perimeters 8 3 r 8 =y 8 3 8 8 3 8_, 8 3 8 8 ": 3 8 8 3 8 30<h<40rp 3 -Corners 8 39,E 8 8 3 8 8ry ;3 8 7 3 7 6 , 3,44, 6' 4 3 4 2 -Perimeters 8 3 8 8 3 8 8 8 8 3 8 8 3 8': 8 3 8 0<h<15 3 -Corners 8 3, 8 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 2 -Perimeters 8 3' 8 8 3 8 83 8 8 3 8 8 e 3 8 8 3 8 3. 15<h<20 3 -Corners 8 3 8 8 3 8 r 7 y3 7 6 3 6 z5 t 4 Si 5 4 5 C Open 2 -Perimeters 8 3 8,. 8 3 8 8 3 8 8 3 8 83 3 8: € 8 3 8 20<h<30 3 -Corners 3 8 7 3 7 6 a'3 6 5 3 5 i5'_ 5, 5 5 5 2 -Perimeters 8 3 8 8 3 8 Zi, 3 8 8 3 8 8 3TC 8. 8 3 8 30<h<40 3 -Corners 8 3; 8 7 3 7 6 3r6 5 4 5 5; i5 y'S 4 5 4 60.0 Exterior Research and Design, LLC. d/b/a Trinityl ERD 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 13 of 14 TRINITY ERD 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 14 of 14 City of Sanford Building & Fire Prevention Division PERMIT NO. I f[J • ISSUE DATE: CONTRACTOR: JOB ADDRESS: TYPE OF WORK: Re -Roof Permit Card 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 0 O 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 Mitigation Affidavit will not suffice as an alternative to receiving a dry -in inspection. ROOF INSPECTION TYPE APPROVED REJECTED 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 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. FBC 105.3.3 REVISED: October 2014 Inspection Line 855.541.2112 CITY OF SANFORD BUILDING SERVICES Residenf a I Re:-Rno Hurricane Mitigation. Inspection Alf da-vit Permit #: 1 (P — .z 2 5 I, rL (:Wl hhereby acknowledge that I personally inspected Er f deck narixing andlor 'C -Secondary water barrier work at 2 5 H S i -E ugnS Aug SA IId101L A r L S 2 '11 I 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 airy false statements in writing with the Intent to mislead. a public servant in the performance of his or her o.eialduty shall constitute a misdemeanor of the, second; degree; pursuant to. Section 937.06 F.S. Signature o. Contractor D 4r22 1 Cul IDr,&e4k Printed Name of Contractor 09 -1s- z4vib Date CCC 13 2 -7 1 (o9 License # License Type: El General ,0 'Buillding D Residential 0 Roofing Contractor 11 -or any ~individual certified in accordance with'F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF D Sworn to (or affirmed) and subscribed before me this 41' day of 20 ( 6 , by 1parrLA L Qy\v-keA N , who., is- C Personally Known to me or has 01 Produiced (type of id tifica 'on) as Wntificatian. S>AL). Signature of Notary Public State of Florida Py ALENTINE Of MMISSION #FF1 N366 ate n EXPIRES October 21, 2018 407) 398-0t 53 FlotidallotaryService.com