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Home My WebLink About1704 Sanford Ave - BR18-004727 - GARAGE DOORr CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: L/ Documented Construction Value: $ 2600.00 Job Address: 1704 SANFORD AVE Historic District: Yes No Q Parcel ID: 36-19-30-508-OA03-0000 Residential ® Commercial Type of Work: New Addition Alteration Repair El Demo Change of Use Move Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Title: INSTALL MANAGER Phone: 321-284-8290 Fax: 877-225-0658 Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Name HALL, ELIZABETH Street: 1704 SANFORD AVE City, State Zip. SANFORD, FL 32771 Name WILLIAM WALDEN Phone: 407-417-7178 Resident of property? : YES Contractor Information Phone: 321-284-8290 Street: 244 OBRIEN RD Fax: 877-225-0658 City, State Zip: FERN PARK FL 32730 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CRC1330671 Arch itect/E ng I neer 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 r+ ` commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction t 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. F[#C 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Sei Edition (2014) Florida Building Code Revise& June 30, 2015 Permit Application e w 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. Date Print Owner/Agent's Name `/ Signatur,"t. State ofFlorida Date THtWAS G SEESING MY GGP,4MI !ON # FF993354 EXPIRE'S 1Aay 18, 2020 fAQ7{ 39a463 rorfc}allotpryS&rvie8.cprtt Owner/Agent is Personally Known to Me or Produced ID lj Type of ID rD / I- ti ti Signature of Contractor/Agent Date WILLIAM WALDEN Print Contractor/Agent'; 2._ Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: -%-- I • 14 - 19 Revised: June 30, 2015 Permit Application 11 /'20/2018 SL:PA Parcel View: 36-19-3U-5U8-UAU3-000U N Parcel: 36-19-30-508-OA03-0000 r rKre,os Property Address: 1704 SANFORD AVE SANFORD, FL 32771 i Parcel Information Value Summary Parcel 36-19-30-508-OA03-0000 Owner(s) HALL, ELIZABETH Property Address 1704 SANFORD AVE SANFORD, FL 32771 Mailing 1704 SANFORD AVE SANFORD, FL 32771 Subdivision Name PARKERQaEga Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2003) In r-- r M 2019 Working i 2018 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 82.407 78,668 Depreciated EXFT Value 522 488 Land Value (Market) 16.740 16,740 Land Value Ag J is rk> 99,669 95,896 Portability Adj Save Our Homes Adj 17,177 15,101 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 82,492 80,795 Tax Amount without SOH: $1,019.27 2018 Tnx Bill Amount $735.82 Tax EstiMgtor Save Our Homes Savings: $283.45 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description PT OF BLK A DESC AS BEG 166.54 FT N OF SE CDR RUN N 60 FT W 124FT S 60 FT E 124 FT TO BEG BLK A MARKHAMS PARK PROPERTY PB 1 PG 79 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 82,492 50,000 32,492 Schools 82,492 25,000 57,492 City Sanford 82,492 50,000 32,492 SJWM(Saint Johns Water Management) 82,492 50,000 32,492 County Bonds 82,492 50,000 32,492 i Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 1/1/1996 03925 1791 62,500 Yes Improved WARRANTY DEED 9/1/1990 Qom$ 1IO 48,000 Yes Improved WARRANTY DEED 11/1/1984 Q192 0590 52,200 Yes Improved Land Method Frontage Depth Units UnitsPrice Land Value a FRONT FOOT & DEPTH 60.00 124.00 0 300.00 16,740 Building Information I i h n rr •to httn:// naroalciPtaiLsrnnfl.nro/ParcwlDPtaiilnfn.asnx?pin=1619305080Af1 onn0 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 11 /21 /18 I hereby name and appoint: Thomas Beesi an agent of: Precision Door Service Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 13 The specific permit and application for work located at: 1704 SANFORD AVE Street Address) Expiration Date for This Limited Power of Attorney: N/A License Holder Name: William Walden State License Number: CRC1330671 Signature of License Holder: (,:, t :" ! ' 1, ' i 'N STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 21 day of NOVEMBER 200 18 , by William Walden who is Mpersonally known to me or o who has produced as identification and who did (c d nQ1) take arygath Notary Seal) Signature Print or type name Notary Public - State of Florida Commission No. My Commission Expires: Rev.08.12) 11/2012U18 parcel(letaii.scpati.org/FootprintPage.aspx*?PI D=36193U50b0AU3000U&BLlJUN0= 1 &PAUF-NU= 1 Parcel: 36-19-30-508-OA03-0000 Building No.: I Page No: 1 tIEVIEWED FOR COOE COMPLIANCE PLANS EXAMINER DATE httn-llnarr.eltle.tpkil,-r.nafl.nmIFnntnrintP.qnp-;;r,nw?PID=36lq3O5OAOAn.ionon&Ri nGN0=1&PA(.FN0=1 1/1 f, City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 1704 SANFORD AVE 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.floridabuildinci.org. The following information must be available on the jobsite for inspections: I. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional HAAS MODEL 690 16X7 FL16660.14-R10 Roll Up Automatic Other - OVERHEAD 2. Windows Single Hung Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 0- Category / Subcategory Manufacturer Product Description Florida Approval # including 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 Underlayments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating 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 DesqnPtion Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up 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 Applicant's Signature Applicant's Name Please Print) June 2014 fi F 14 Door Height 7' - 0" Shown See chart below for other door heights D 2 3 4 5 Door Width 16' - 2" Shown See chart below for other door widths r'— T Bracket ntDETAILDA (sheet 2 of 3) SpetailJ (shei 3)3) NOTE: For lite options see Sheet 3 of 3. 6 7 _ -- NOTE: Track configuration above the tloor opening does not affect the wind load rating of the tloor. Slide Lode or Lock Bars Detail G (sheet2 of 3) Manuel door locks ore required unless on outomi 661" +/- i 541" +/- 3" I 221" +/- 3" 8 F Bracket sheet 2 of 3) acket et 2 of 3) E E Bottom Bracket `— End Hinges L Strut 8 Strut Attachment `— Intermediate Hinge 4" +/- 3", Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) Detail D (sheet 2 of 3) Digitally signed by John E. Scales P.E. C Date: 2018.08.0717:51 58 -05'00' L This product has been evoluoted per ANSI/DASMA 108 for stoat air pressure. Jamb bracket quantities shown are for use NOTICE: NIIIIUi j C a Model Number with grade 2 or better southern pine jambs. These orowings are a supplement to t • 4 j4 PAN C248a8 A2490 SERFS Supporting structure! elements ore to be the installation instructions for o No. S1designedbyoregisteredprotessiondtengineerPANC24618R248tSE7iESforspecificwindleads. standard door and only covers those Procedures that vary from standard PAN C24706.7e SMIES door instohotion. PAN Door Total Ota 1Y at $IR1SS if these specific followed, 4C24106 ._to_ 2410 PAN C2471 d R2471 SERE$ Heigh NO of t"l.eamgas J811 11 1" BlktSJS' procedures ore not the door may not as designed. i"0%' 11E (1f PAN C24M&R24M PAN C2472 a R2472$EMS geCti0f1S lroraw N perform 8 PANc248i&R248iseim PAN R2560 SERIES PAN C2011 SERIES 6'-0" 4 4 3 NOTICE: jO1ii- PANC2482AR2492 PAN R2580 SERIES PANR2561SERIES PANC2015SERIES PAN R2570 SERIES PAN 6'- 3' 4 q 3 may p TherilesectionofthisdooroberelacedIONJ` withasectionwithanotherlicestyleor0B C2411SERIFS6'-6" 4 4 4 solid section. In either case the strut and Ifl PANR2581SERIESPANR2571SERIESPANC2415SERIES8'-9' 4 4 4 s0e configuration should remoin the some. PANR2582SERIESPANR2572SERIESPANC2511SERIESJohn E Scales, P.E. Door wRitlls7' 9.1-32 Ares Center Censer Center T 0" 4 4 4 NOTICE: 2560 King Arthur Blvd. Ste 124-54 Up To End Stile Billet HI Impact Stiles Hin Stiles HJJ 7' 8' S 5 5 Oniy one lite section per Lewisville, Texas 75056 10'- Y S' k 2 2 asistant 1 1 p-9. 5 5 5 door is permitted. The Florida P.E. # 51737 41 Sngle 2 2 22 NO 2 2 22 NO 8'- 0' S 5 5 life sction con be used anywhere except for the 14'- 2" 2 Single 3 3 2 2 3 Max;mum section height is 21 in. bottom section. if the FL#16650,13 Professionof Engineer seal ofiootlnwipro 31 S' ie 3 3 3 3 3 Maximum door height is 16 ft. 1,te section is not theverification tap virnd cA A 1 Single 3 3 3 3 3 A1I doors, even those obove The testetl NO section then the18'-YstrutsmustDeIoaotedis2•PAN200asERMSWLffESWIND 20'-Y 1 Single 4 4 4 4 5 height, are available with jamb brackets as shown in the STRUT CONFIGURATION k .. LOADS mloNAL000R orcommercialfullangle. The maximum ThisProductisdesignedandsoldbyPSF. The AHJ or Engineer of Record ;s responsible for determining spacing of the jamb brackets/trock clips specon page 3of3. DE SIGNPRESS11WE18.3V-204MA the PSF required for any given site, be maintained. 11AtINaa1 1yL4000-p194-18-20L BEY. D 11411111T: Mvs GTEC11tMe tn415 1tY. OA77fG &r3ri8 1 uww+p»4 MODEL(Sk Sa Si1ee13 St t7:1 3 2345678 1 DETAIL A E 3rt 0 PUSH NUT 7/16" See DETAIL K for push nut placement. ADJUSTABLE TOP FIXTURE 12 Go TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (4 per Bracket) VD STILES A INTERMEDIATE STILE 18 Go Galvanized Steel o 4 o INTERMEDIATE HINGE 18 or 14 Go Galvanized o o Steel TEK SCREW 0 1/4" X 3/4" Hex Washer Head Self DETAIL D ° 11'ing (4 per H;nge) DETAIL E 3 LOW HEADROOM TOP BRACKET o WiTH AND O "HOuT GRACE A a 00 00 p kC as oa RESIDENTIAL & LIGHT COMMERCIAL COMMERCIALCOMMERCIALForStandard, High For Standard, High For Low Headroom & Vertical Uft & Vertical Ufte With 2" Track and With 2" Track and With 3" Track andSingleEndStilesSingleEndStilesSingleEndStiles B) oEr. 0 F-1 o 0 0 COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTYForStandard, High & For Low Headroom With Vertical Lift With 3" Track 3" Track and DoubleAandDoubleEndStilesEndStiles ALTERNATE BOTTOM BRACKETS NOTE: The bottom bracket tested (shorn in DETAIL C) is the lightest bracket ovoilobie. 2 3 4 PUSH NUT 7/16- See DETAIL K for push nut placement. TEK SCREW 1/4' X 3/4' Hex Washer Head Self D,;ll;ng (2 per Bracket) OW HEADROOM TOP 3RACKET 3 1/4" x 3 1/4" E STRUT 18 Go 70 KSI Minimum Galvanized Steel 1 1 4 34rr TEK SCREW f 1/4" X 3/4' Hex Washer Head Self Drilling (2 per End & Intermediate Stiles) DETAIL J 5 31r s A DETAIL F 1/4" x 2 3/4" E STRU 8 Go 70 KSI Minimum dtvcn;zed Steel 24" TEK SCREW 4 1/4" X 3/4" Hex Washer Head Self Drilling (1 per En Intermediate Stiles) 6 D HINGE Go Golvonrzed Steel TEK SCREW 1/4" X 3/4" He. Washer Heod Self DrMIng (6 per Hinge) NOTE: This spew shoved be located below the prepxIched hole and go through the hinge, end stile and skin edge PUSH NUT 7/16" See DETAII K for push nut placement. 8 SCREW X 3/4' He. Washer He Drilling (3 per Bottom 81ackety1 F BOTTOM BRACKET 13 Go Golvon;zed Steel PUSH NUT 7/16" See DcTAII K for push nut placement. DETAIL C ° TTDM SEAL E JAMB BRACKET SLIDE LOCK or 12 GC Golvonized I LOCK BARS iteet not required with operator) Maximum a 1/2" i DETAIL KBOLT & NUT 1/4-20 X 5/8" There should be o Carriage Bolt & TEK SCREW space of moxintl D1/4-20 Hex Wosher a 1/4' X 3/4" Hex Washer 1/2" between the railer Nut (1 per Jamb Bracket) Heod Self Drilling (4 per hub and the outsideedgeoftherollerDETAILGSlideLock) holder which is set by the push nut. DETAIL H in. of1 ' DOOR SKIN Mir, 1 M,n,mm 25 Ca,C.N-zed Panted Steel f 1" BOLT h WASHER 5/16' x 1 5/8' Log Solt dr 2' 0.a VERTICAL TRACK - 2' Nom;nol WOOD JAMB x 7/16' I.D. Flat Washer 13 Go GoNoazed Steel tested. The vertical wood jambNOTE: Jamb bracket must be ;n 3- Nominal 13 Go ;s also fasteners may oe counter sunk direct contact ith the 2x6 (No approved as on cheroot'. to provide a flat mountingdrywalltltoed). surf0ce. See jamb attachmentNOTE: The flat rasher ;s not +equired details on sheet 3 for attachingforanglemount. jambs to the structure. 4 5 6 BRACKET NOTE OLT 16 x 1 5/8' Log Bolt I per Flag Brackef). BOLT & NUT 1/4-20 X 5/8" Track Solt & 1/4-20 Hex Washer Nut (2 for Horizontol 2 for vertical Track) I I 32rr,_L___,J ROLLER 2" Diameter Nominal Eleven Bom Nylon or Ten BON Steel With o Minimum Workable Shaft Length Shown. Details on some views omitted for Clarity. Double end stiles and end hcrdwore may be required on wider or heavier doors. No. 51737 t • 0 'Is STAUOF 1 1 j ORMIN' John E Scotes, P.E. 2560 Knq Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 F3oridc P.E. # 51737 C 93 F#i6s$o.is Professional Engineer seal prov;ded only forverificationofwindloadconstructiondetails. 6ESCBMTIWk Ill' PAN200a SER1ESWR.ITESWINp LOAD SF(TRJNAL DOOR R DESICN PRFSSIrRF+111.4PSF A IUW MM.: WL-2000-0194.18-20L REV. D m •we.. MAMI T: MVS INUIPA&M 1,24115 MY.!EL' 8118 m arrwr~s+4 MODELP See Shect 3 SNW.2 OF 3 7 8 1 2 1 3 FASTENER TO CONTINUE PAST HEADER t—t F 2 X 6 GRADE 2 OR BETTER SOUTHERN I PINE JAMBS. I SEE CHART FOR WOOD JAMB ATTACHMENT I o TO BUILDING STRUCTURE. I OPENING OPENING E L"— HEIGHT WIDTH MAXIMUM ON CENTER SPACING FIRST FASTENER 4'to 10' ABOVE THE FLOOR U C LIE SEC ION 6 LIE SE ION E A 4 SECTIPVS SSECTIONS 4SECTIONS S WITH LITE SECTION AT TOP 1 1 L 4 5 _ 6 7 8 MODEL NUMBERS AND LITE OPTIONS NOTE: GLASS OPTIONS ARE AVAILABLE IN DSSMINIMUM, ACRYLIC, POLYCARBOKATE. TEMPEREDAND INSULATEDCLASSWTS, LITE OPTIONS AVAILABLE F MODEL NUMBERS CARRuu;E RANCH sTANOAao cor.,.e,., NOTE: 2X6 mounted tothe wall must beSouthern Piro Grade 2 or bedor. IONS 6SECTICNS asECTJONS 6MCFfart$ SSECT10NS 7SECnCHS 7SOMNS 7SE77IONS 7SE7Tp1S 4$ TIcw aSECncHs WITH LITE SECTION ANYWHERE EXCEPT THE TOP AND BOTTOM SECTION STRUT CONFIGURATION 2 3 1 4 5 I PAN C2011 SERIES 1 X X PAN C2015 SERIES X X PAN C2411 SERIES X X PAN C2415 SERIES X X PAN C2511 SERIES X X PAN C2410 & R2410 SERIES X X X PAN C2460 & R2460 SERIES X PAN C2461 & R2461 SERIES X PAN C2470 & R2470 SERIES X PAN C2471 & R2471 SERIES X PAN C2472 & R2472 SERIES X PAN C2480 & R2480 SERIES! X PAN C2481 & R2481 SERIES X PAN C2482 & R2402 SERIES X PAN R2560 SERIES E X I PAN R2561 SERIES X PAN R2570 SERIES X j PANIR2571SERIESX PAN R2572 SERIES X PAN R2580 SERIES Xl. PAN P2581 SERIES X I PAN R2582 SERIES X 38172• 38177 17 14• 211- 21172• 101/2' x 70 114' x 91f1' x9 1N' DAY LIGHT OPENING )DLO) - WIDE x TALL CLNfe•. i1 No, 51737 ST,%TE OF BFLORiQ, S, John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texos 75056 Florido P.E. b 51737 FL #16650.13 Professional Engineer seoi provided only forverificotiono1windloodconstructiondetails. DESC007101k IV ?'PAN 2W() SCRIES WiLTTESWIND Y LOAD SUMONAL DOOR a SECT1ON5 aSECTIONS DESIGN PRESSURE*18.V-24.4PSF r Os11mxL* WL-2000.0194-18-20L I tEV. D wlrm pays BdTEeNiMl7rzafs E.e11c an la a te»++ ' MODEL{Sr See Shea 3 I mm.3 OP 6 7 8 E C 8 A T. INyry FLORIDA Building Division Residential Permit Card PERMIT NO. BR18-004727 ISSUE DATE: 01/17/2019 CONTRACTOR: PRECISION DOOR SERVICES PERMIT TYPE: Alteration JOB ADDRESS: 1704 SANFORD AVE WORK DESCRIPTION: Replace Garage Door Post this permit in a conspicuous location outside - Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved - Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER REQUIRED BUILDING INSPECTIONS FINAL DOOR 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 FBC105.3.3 11/2012018 parceidetaii.scpati.org/F(>otpnntPage.aspx'?PID=3619:305080AU30UOU&BLU(3NO=1 &PAGEN0=1 I -- , Parcel: 36-19-30-508-OA03-0000 Building No.: I Page No: I REVIEWED FOR CODE GOMPLIANCE F ------ GO FILA38 EXAMINER DATE httn:lln,qrr.el(ipt,qil.sr.nafl,nroIFnntnrintP,qof-.,a,;nx?PID=.'l6lq3O5OROAO.InOnO&RI, DG NO=IAPA(.FNO=l 1/1 f City of SanfordIMI Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 1704 SANFORD AVE 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.floridabuildina.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 Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional HAAS MODEL 690 16X7 FL16660.14-R10 Roll U Automatic Other - OVERHEAD 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 0 Category / Subcategory Manufacturer Product Desqnption Florida Approval # including 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 Underlayments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 1% 0 Category / Subcategory Manufacturer Product Des ri tion Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up 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 Applicant's Signature Applicant's Name C, -X Please Print) June 2014 E F Door Height 7' - 0" Shown See chart below for othe door heights I 2 3 4 Door Width 16' - 2" Shown See chart below for other Top Bracket door widthsDETAILA (sheet2 of3) 5 6 7 8 1 NOTE: Track configuration above f the door opening does not offect 1therimdfoodrat;"g of the door. F Flag Bracket4DetailH (sheel2 00) SINGLE STEEL END STILE 16 Ga Galvanized Steel Jmae LOCK Or LOCK Nets i Detail G (sheet 2 of 3) Monuoi door locks are required unless on outomot;c operotor is installed. 1 E 3" if , 222" +/- 3" no Bracket E sheet 2 of 3) 0 Bottom Bracket "-- End Hinge Strut & Strut Attachment L Intermediate Hefge 4" +/- 3" - Detail C (sheet 2 of 3) Detail 8 (sheet 2 d 3) Detail E (sheet 2 of 3) Detail D (sheet 2 of 3) 10" +/- 3" C This Product has been tested per TAS 202-94 and ANSI/DASMA 108-05 (and —12) for static oil pressure. Jamb bracket quantities shown ore for use with grode 2 or better southern pine This product has been tested per TAS 201/203-94 and ANSI/DASMA 115-05 (and —12) for Sorge missile impact jombs. and cyclic wind pressure. Supporting structural wind foo ore io be designed by o registered professional V E• 8, // Model Number engineer for specific wind toads. 1i HT _60&2_60SERIES Door Total # of Jamb NOTICE: Total # ofStruts These drawings ore o supplementHT61 & 2_61 SERIES Height Sectiau er Side . IHT6382_63SERIES fi'-0' 4 q 5 to the ;nstollction instructions for "• j No•51737 HT 64 & 2 kl SERIES HT 10 & 2 10 SERIES 6'-3' 4 q 5 t standard door and any covers ' HT _70 8 2 70 SERIES HT 12 & 2 12 SERIES 6'-6' 4 4 stone procedures that vary from 6 these standard door mstouot;on. a .. 0 STA1EOF a . HT 80 & 2_80 SERIES HT _71 8 2 71 SERIES HT 14 & 214 SERIES 6'-9' 4 4 6 these specific procedures ore not + HT _81 & 2 81 SERIES HT 72 & 2_72 SERIES HT _16 & 2_16 SERIES fouowed, the door may not It % \ r 7'-0' 4 4 6 perform os designed. ///`'+(iR1.\\ IBHT _82 & 2 82 SERIES H7 _73 $ 2_73 SERIES HT _32 & 2 32 SERIES HT _90 & 2_90 SERIES HT _74 8 2_74 SERIES HT _33 & 2 33 SERiE 7.-9' S 5 /////8I4Ni ',\\` 8 Odor widths Des' n Pressues End Center Center Center Impact 8'-0' S 5 7 j To 447.74-53.9 Backers Stiles Hin Soles Hin Stiles f!H!inoesResistant John E Scates. P.E. 2" Si le 2 2 1 1 2 NO Mo.;-- section height ;s 21 in. 2560 King Arthur Blvd. Ste 124-542' -45.0 Single 2 2 2 2 2 2 NO Maximum door height s 16 it. Lewisville, Texas 75056 14'-2" 34.2 1 -38.7 Single 3 3 3 3 NO Ai! doors, even those above the tested height, IMPACT RESISTANT Florida P.E. N 51737 16'-2' ore avoiloble with jo-b brackets or commerclol30.0 -33.9 Single 3 3 3 3 3 3 YES full angle. The mox;mum spacing of the iamb Professional Engineer seal provided only for18'•2' j30.0 8 -26.8 Single 3 3 3 3 3 3 NO brackets/troek cf;ps should be moin1c;ned. FL #16660.14 verf;cotlon a' rind rood construction details. 20'-2' .3 -21.8 Single 4 4 4 4 5 5 NO 6ESCB TION: 10'-2" -33.9 Single 2 2 1 1 2 2 YESts•±^ HT nao, Sao. 2aaa saosEAtesAWINDLARDSFCTtO1:Al, DOOAl2'-2" .0 -33.9 Single 2 2 2 2 2 2 YES a 1'`,4s. aWIKDESIGN rAessECcONAL OOR A14'-2- .0 -33.9 Si le 3 3 3 3 YES -. T-. This - rta! signed b w1k1 a 1t Wt.-0600-019q 3033 tom. Fproduct ;s designed and sold by PSF. The AHJ or Engineer of Record ;s responsible for determir;ng the Digitally 9 by E. Scates P.E. Otnwtf. Mvs unaawe ltv 0- 3 mr,µtt v3rfaPSFrequiredforanygivensite. Date: 2018.08.1008:35:41-05'00' ss' MO123aj5 j 6EtjS1; Sec Shea 3 SHEET: I OF 3' 6 E 7 8 F 161 0 DETAIL A 3.. 2 PUSH NUT 7/16" See DETAIL K for push nut placement. ADJUSTABLE TOP FIXTURE 12 Go TEK SCREW 1/4' X 3/4" Hex Washer Head Self 01;JI;r,g (4 per 8rocket) INTERMEDIATE HINGE 18 or 14 Go Galwon;zed Steel TEK SCREW 1/4" x 3/4" Hex Washer Head Self Dri ing (4 per Hinge) aOTE: The location of the ntermediote hinges is n,dicoted by the toggle DETAIL D lack dimples at the top of each section. 3 LOW HEADROOM TOP BRACKET DETAIL E o WITH AND ot ITOUT BRACE 0 a0 C RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL COMMERCIAL For Standard, High For Standard, HighForLowHeadroom & Vertical Lift & Verticol Llfte With 2" Track and With 2" Track and With 3" Track andSingleEndStilesSingleEndStilesSingleEndStiles B o D COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTYForStandard, High & For Low Headroom With Vert;col Lift With 3" Track 3" Track and DoubleAandDoubleEndStilesEndStiles ALTERNATE BOTTOM BRACKETS NOTE: trill OaIIom aracket tested (mown )n ZETAll C) 3s the (y+htest orocketOvo;lome. 1 2 4 PUSH NUT 7/16" See DETAIL K for push nut placement. TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (2 per Bracket) OW HEADROOM TOP 3RACKET 3 1/2" x 4" E STRUT 18 Go 50 KSI Minimum Golvonlzed Steel 7-4"7 32r. TEK SCREW 1/4' X 3/4' Hex Washer Head Self Drilcog (2 per End & Intermediate Sliles) I Maximum 1/2 DETAIL K There should be a space of maximum 1/2" between the roller hub and the outside edge of the roller holder which is set by the push nut. 31. 2 ROLLER 2" Diameter Nominal Eleven Soil Nylon or Ten Boil Steel with o Minimum Workable Shoft Length Shown. F1 DETAIL F D HINGE 09 EK SCREW Go Galvanized Sleet 1/A X 3/4" Hex Wosher HeadttSelfDrilling (3 per Boom Bracket) BOTTOM BRACKET TEK SCREW 13 Go Golvon;zed Steel 1/4" X 3/4' He. Washer Heod Self Drilling (6 per Hinge) PUSH NUT PUSH NUT 7/16" 7/16. See TAi K for push nut See DETAILK for push nut placement. placement. DETAIL C BOTTOM SEAL 4MB BRACKET 2 Go Gwvcn;zed Steel BOLT & NUT 1/4-20 X 5/8' Carnage Sat & 1/4-20 He. Washer Nut (1 per don:b Bracket) DETAIL H 1 POLTORETHAKE FILLED DOOR SECTIONf1" V,,;; 01 26 Go Goivon;zed PO;nted Steel Skins i BOLT & WASHER VERTICAL TRACK - 2' Nom;nOi S/16' x 1 5/8' Lcg Boll & 2' GO, 13 Go Goivarfzed steel tested. WOOD ,1AV87/16' I.D. Flat Washer 3" Nom noI 13 Go is otso The vert;cot wood JambNOTE. JOmb araaket mast all +n aPpl-Od ¢s - alitll.le. fasteners moy be Counter sunkdirect <Ont¢Cl 11rth the 2.6 (No to provide ¢ fiat moans 'gdrywall5uHace. See jamb Ottocnmertt onNOTE: A 5J8' m ;mot D.D. nat Wosher details sheet 3 for wlw_n;nynotpro;a.d) isA roga;rsd for angle jambs to the structare. mount. 3 4 5 6 E SLIDE LOCK or LOCK BARS not required with operator) TEK SCREW 1/4" X 3/4' Hex Wosher Head Self Dnl;ng (4 per Slide Look) D DETAIL G NOTE: Details on some views omitted for clarity. Double end stiles and end hardwore may berequiredonwiderorheavierdoors. FLAG BRACKET zi///// BOLT s 5/16 x 1 5/8" Log Bolt 4 per flog Bracket), No.51737 i BOLT & NUT t* 1/4-20 x 5/8' Track Bolt STATE OF 1/4-20 Hex Washer Nut 2 for Hor;Iontol & 2 for iORS0*ol Vertical Track) John E Scales, P.E. 2560 K;ng Arthur Blvd, Ste 124-54 IMPACT RESISTANT Lewisville, Texas 75056 Florida P.E. B 51737 FL #16660.14 Professional Engineer seal provided only forverificationofWindloadconstructiondetails. DESCRUMOW 7S IONWINDWADSECT L DOOR DESIGN PRESSURE -30,0-33.9PSF Ms_ }YtA lf: MVS IDATE l lINI"31 III JIM &lib RIOOELP. Sec %. 3 Sow.2 OF 7 8 C n A F 14 n C 7 A F 1 2 3 4 FASTENER TO CONTINUE PAST HEADER OPENING HEIGHT 2X 6 GRADE 2 OR BETTER SOUTHERN A, PINE JAMBS. SEE CHART FOR WOODJAMS ATTACHMENT TO BUILDING STRUCTURE. F o MAXIMUM ON CENTER SPACING{ FIRST FASTENER 4'to iO- ABOVE THE FLOOR OPENING WIDTH WOOD JAMB ATTAf'.HMFfJT Ma*`w AbvraDk 51rUChne Fastener Type EMmbtlnMr a clnlsrSWM T,MunLoneMin. 2500 PSI b Tapcon. {PLl1S)2' PSI Cancre% 1/4- w/ 1. ODwasherSouBrem5140M24' Z1.SW24-' Pue 1 1/8'OD wastw 1.50' 620 € Spnwe 24' Fine Fir 318"L911/8' OD washer 1.50' 48224" NOTE: 2X6 mounted b ft wall must be Swgwn Pine Grade 2 or hew 2 i 3 7 4 5 6 j 7 MODEL NUMBERS 8 F 1 0 C No- 51731 qwn0F John E Scales, P.E. 2560 K;nq Arthur Bivd. Ste 124-54 IMPACT RESISTANT Lew056 Flora ' Ile' P.E.# 7 7Fior;dc . 51737 FL#16660.14 Professional Enq;neer seal prov;ded only forverif;eot;on of wand Toad construction deto;is. DESCDOt710H: 1s AcoAo,DSK-TIONA.LVA.Ut1TIDOOR AFSXWPRFSSLRF7+30e•339 PSF A 1111AWWRG: WL-0600-0194-3033 I M. F MVS lYif OglNei0/i5/13'RP/. UM V3118 I— a Wgnm ISMODEL)S): See Shut 3 SHEET-3 OF 3 6 7 18