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Home My WebLink About110 Crocked Pine Dr - BR18-004501 - GARAGE DOOR REPLACEMENTM Job Address: 110 CROOKED PINE DRIVE Historic District: Yes [INo Parcel ID: 1120-30-506-0000-0630 Residential 0 Commercial Type of Work: New Addition Alteration Repair 0 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 BAKER, DONALD, Phone: 407-967-9629 Street: 110 CROOKED PINE DRIVE Resident of property? : YES City, State Zip: SANFORD, FL 32773 Contractor Information Name WILLIAM WALDEN Phone: 321-284-8290 Street: 244 OBRIEN RD Fax: 877-225-0658 City, State Zip: FERN PARK FL 32730 State License No.: CRC1330671 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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 hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction 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: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application ` y 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 ofthe 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. q - >B ignature of Owner g Date Signature of Contractor/Agent Date Print Owner/Agent's Signature INY Y, THOMAS G BEESING MY COMMISSION # FF993854 dfF.,,' EXPIRES May 18, 2020 Owner/Agent is Personally Known to Me or Produced ID Type of ID L-- WILLIAM WALDEA Print Contractor/A n s Signature of tarytoo lorida at CHARLES E. MERINO MY COMMISSION 4 FF940114 gp @ FXpIRES December 01. 2019 Cont Qnt is )iaKaa - -I to Me or Produce ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: 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 No WASTE WATER: BUILDING: ' 3e II. M (S Revised: June 30, 2015 Permit Application 10/31/1U1 d parceidetaii.scpati.org/FootprintPage.aspx'?PI D=112U3U50b000UU(330&BLD VNU=1 &PAGEN0=1 T r RECORD COPY Parcel: 11-20-30-506-0000-0630 Building No.: 1 Page No: 1 REVIEWED FOR CODE COMPLIANCE L PLANE INER 1t, XAA DATE SANFORD BUILDING DIVISION ERMIT ISSUED SHALL BE CONSTRUED TO BE A NSE TO PROCEED WITH THE WORK AND NOT AS ITHORITY TO VIOLATE, CANCEL, ALTER OR SET E ANY OF THE PROVISIONS OF THE TECHNICAL S, 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 18-45.01 httnl/nary.PlriPtail.srnafl.nrn/FontnrintPana.asnx?PID=112(13050Emnnn0630R8LDGN0=1RPAGFN0=1 1/1 i Product Approval Specification Form Permit # Project Location Address 110 CROOKED PINE DRIVE 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.floridabuilding.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 600 16X7 FL16660.10-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 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 Underla ments 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 I Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 6. Shutters Accordion Bahama Colonial Roll u E ui ment 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, L } l'' Applicant's Name Please Print) June 2014 Door 8'-0" See below i doom Cox -7 Door Width 16' - 2" Shown NOTE: Trock configuration above the door opening does not affect the wind Iood rating of the door. JGG VI 101 VUV- IVI VIIIGI door widths Top Bracket DETAIL A (sheet 2 of3) mm SINGLE STEEL END STILE 16 Ga Galvanized Steel 1 1 r leight Shown chart Dr other eights Slide Lock or Lock Bars Detail G (sheet 2 of3) Manual door locks are required unless on automatic o erator is installed. 541 3" 222 + 1/- 3" 6N" 3" 3" 1 3812„ Bottom Bracket \ End Hinges L Strut & Strut Attachment- Intermediate Hinge 4" +/- 3" -J Detail C (sheet 2 of3) Detail B (sheet 2 of 3) Detail E (sheet 2 of3) Detail D (sheet 2 of3) Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. This product has been evaluated per ANSI/DASMA 108 for static air pressure. Supporting structural elements ore to be designed by a registered professional engineer for specific wind loads. Model Number HT 60 & 2_60 SERIES HT jl & 2_61 SERIES HT 63 & 2_63 SERIES HT_64 & 2_64 SERIES HT _70 & 2_70 SERIES HT _10 & 2_10 SERIES HT _71 & 2_71 SERIES HT _12 & 2_12 SERIES HT _80 & 2_80 SERIES HT _72 & 2_72 SERIES HT _14 & 2_14 SERIES HT_81 & 2_81 SERIES HT_73 & 2_73 SERIES HT _16 & 2_16 SERIES HT_82 & 2_82 SERIES HT_74 & 2_74 SERIES HT_32 & 2_32 SERIES HT An 97 9n SERIES n," am ccaicc HT 33 & 2 33 SERIF Door Widths Up To Des' n Pressures sf - st End Stiles Center Center Center Impact ResistantStilesHingesStilesHingesStilesHinges 10'-2" 1 38.6 Single 2 2 1 1 2 2 NO 12'-2" 26.9 32.2 Single 2 2 2 2 2 2 NO 14'-2" 24.8 1 -27.7 Single 3 3 2 2 3 3 NO 16'-2" 21.8 24.3 Single 3 3 3 3 3 3 NO 1872 77.2 19.2 Single 3 3 3 3 3 3 NO 20'-2" 14.0 15.6 Single 4 4 4 4 5 5 NO Bracket sheet 2 of3) Jamb Bracket a'I F (sheet 2 of 3) NOTICE: - \\ O•'68gde\4-4.... These drawings are a supplement to the installation instructions for a standard door and only covers those procedures that vary ... No .51 —7 from standard door installation. If these specific procedures are not followed, the door * # may not perform as designed. i.p :STATE OF: •" 0,XoR%P,. L John E Scates, P.E. Digitally signed by;John E. Scates P.E. 2560 King Arthur Blvd. Ste 124-54 Date: 2018.08.10 08 42:06 -05'00' Lewisville, Texas 75056 Florida P.E. # 51737 FL #16660.10 Professional Engineer seal provided only for Maximum section height is 24 in. verification of wind load construction details. Moximum door height is 16 ft. This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the All doors, even those above the tested height, are available i PSF required for any given site. with jamb brackets or commercial full angle. The maximum spacing of the jamb brackets/track clips should be maintained. DoorHeight Total No. of Sections Total # of Struts JambBrkts/Side 6'-0" 3 4 4 6 -0' 4 5 4 6'-3' 4 5 4 6'-6" 4 5 5 6'-9" 4 5 1 5 T-0" 4 5 5 T-3" 4 5 5 T-6" 4 5 5 7'-6" 5 6 5 7'-9" 4 5 5 7'-9" 5 6 5 8'-0" 4 5 5 8'-0" 5 6 5 1 2 3 4 1 5 1 6 7 8 PUSH NUT 7/16 24" END HINGE TEK SCREW PUSH NUT 7 [ H See DETAIL K for push nut 14 Go Galvanized Steel 1/4" X 3/4" Hex Washer Head F See DETAIL K for push nut placement. Self Drilling (3 per Bottom Bracket) F placement. FIXTURE TEK SCREW 1/4" x 3/4" Hex Washer Head 0 TEK SCREW ® BOTTOM BRACKET 13 Go Galvanized SteelADJUSTABLETOP1/4" x 3/4" Hex Washer Head 12 Go Self Drilling (2 per Bracket) Self Drilling (6 per Hinge) a o PUSH NUT TEK SCREW LOW HEADROOM TOP PUSH NUT See6DETAILK for push nut 1/4" x 3/4" Hex Washer Head BRACKET 7/16" placement. SelfDrilling (4 per Bracket) See DETAIL K for push nut DETAIL A DETAIL B placement. DETAIL C BOTTOM SEAL LOW HEADROOM E TOP BRACKET E 3u 24 3 1/4" x 3 1/4" E STRUT INTERMEDIATE HINGE 18 Go 70 KSI Galvanized Steel 18 or 14 Go Galvanized Steel 1, I JAMB BRACKET TEK SCREW 3A 2 Go Galvanized Steel SLIDE LOCK or LOCK BARS not required with operator) 001/4" x 3/4" Hex Washer Head Self Drilling (4 per Hinge) 31' 4a o TEK SCREW aflasher NOTE: The location of BOLT & NUT Head Self/Drilling 9 ( per D the intermediate hinges o TEK SCREW 1/4-20 x 5/8" Carriage Slide Lock) I indicated by the is1/4" x 3/4" Hex Washer Bolt & 1/4-20 Hex Washer ° lock dimples at togglePDETAIL D thetap of each section. DETAIL E Head Self Drilling (2 per End & Intermediate Stiles) Nut ( I per Jamb Bracket) DETAILFDETAIL G WITH AND WITHOUT BRACE °0 00 0o NOTE: Details on some views omitted for clarity. 0 o a o 0 0 Double end stiles and end hardware may be 9 0 0 o required on wider or heavier doors. C CDqMaximum f- 8ct9 // RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 1/2" FLAG BRACKET COMMERCIAL For Standard, High For Standard, High DETAIL K CD o ° o oa> No 51737 1 ForLowHeadroom & Vertical Lift & Vertical Lifte With 2" Track and With 2" Track and With 3" Track and There should be a space of BOLT Z Single End Stiles Single End Stiles Single End Stiles maximum 1/2" between the x 1 5/er Flag Braa cket). LagBolt 4 0 ( 4STATEOF roller hubandtheoutsideppimp'• :i B edge of the roller holder which is set by the push nut. UT oO BgTPOXNS/8" Trock Bolt 1/4- 20 Hex Washer Nut 0 •,• P; `?\` t`SORQ.Q`. s Ni y``\ B2 for Horizontal & 2 for 0 r1 Vertical Track) John E Sca P.E. 256D King Arthur Blvd. Ste 124-54 oo Lewisville. Texas 75056 n 32 Florida P. E. b 51737 COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY With ROLLER,,/ FL #1666010 Professional Engineer seal provided only for verification ofwindloadconstructiondetails. For Standard, High & For Low Headroom 7, DESCRIPTION: Vertical Lift With 3' Track 3" Track and Double 2 Diameter Nominal ri, DETAIL Hto'z-RTeoo,700,±000,90oa9DoSER¢s WIND A and Double End Stiles End Stiles Eleven Ball Nylon or 6.ff PRESSECTIONAL43DOOR PS Des,aNPRESSUREa,.s-2a, rff ALTERNATE BOTTOM BRACKETS Ten Ball Steel with u ,"; - DBIIBnxa xa: WL-0600-0194-08-22-24 BEY. D NOTE: The bottom bracket tested (shown in TDE AIL C) is the lightest bracket available. a Minimum Workable Shaft Length Shown. W '" OMYM IT: MVS DATE7MMM: 727115 BEY. DIME: 8/3/18 a .E nm, MODEL(S): Su Sheet 3 SHEEI:2 OF 3 1 2 3 4 5 6 7 6 M OPE HEI FASTENER TO CONTINUE PAST HEADER 2 X 6 GRADE 2 OR BETTER SOUTHERN PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. DING 3HT MAXIMUM ON o CENTER SPACING FIRST FASTENER 4" to 10" ABOVE THE FLOOR I OPENING VVIO 111 WOOD JAMB ATTACHMENT MhYnum MhFnum MaxFnum Atloweh4SWClufOFastenerTypeEmmerrtDktaiwSpeahpSWInggTI- Min. 2500 PSIto4000PSIConcrete Tapcon + (PLUS) 1 /4" w/ 1" OO washer 2" 2.50" 5.00" 24" 551 Southern Pine 318' Lag w/ 1118,OD washer 1.50" 1.50" 1.50" 24" 620 Spruce Pine Fir 3/8" Lag w/ 1 1/8' OD washer 1.50" 1.50" 1.50" 24" 482 NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better. 1 3/8", 1 3/4", 2" & 3" Min. POLYURETHANE FILLED DOOR SECTION Minof1" Minimal 26 Go Galvanized Painted Steel Skins of 1" 77VBOLT & WASHER VERTICAL TRACK - 2" Nominol WOOD JAMB5/16" X 1 5/8" Lag Boll & 2" O.D. 13 Go Galvanized Steel tested. x 7/16" I.D. Flat Washer 3" Nominai 13 Go is also The vertical wood jamb NOTE: Jamb bracket must be in approved as on alternate. fasteners may be counter sunk direct contact with the 2,6 (No to provide a flat mounting drywall oilowed). surfoce. See jamb attachment NOTE: The flat washer is not required details on sheet 3 for attaching for angle mount. jambs to the structure. MODEL NUMBERS MODEL NUMBERS AVAILABLE HT_14 & 214 SERIES HT_16 & 216 SERIES HT_32 & 232 SERIES HT 33 & 233 SERIES HT 10 & 2 10SERIES HT_12 & 212 SERIES HT 60 & 2 60 SERIES HT_61 & 261 SERIES HT 63 & 2 63 SERIES HT 64 & 2 64 SERIES HT_70 & 270 SERIES HT 71 & 271 SERIES HT_72 & 2_72 SERIES HT 73 & 2_73 SERIES HT _74 & 2_74 SERIES HT_80 & 280 SERIES HT_81 & 2 81 SERIES HT_82 & 282 SERIES HT 90 & 2 90 SERIES American Tradition 900 SERIES No. 51137. or t i STATE OF John E Scoles, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 Florida P.E. # 51737 FL #16660.10 Professional Engineer seal provided only forverificationofwindloadconstructiondetails. 10/31/2018 SGPA Parcel View: 11-2U-3U-506-UUUU-U630 Property Record Card Parcel: 11-20-30-506-0000-0630 Property Address: 110 CROOKED PINE DR SANFORD, FL 32773-5627 Value Summary 2019 - , - Working alues 2018 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 130,127 124,169 Depreciated EXFT Value 600 600 Land Value (Market) 30,000 30,000 Land Value Ag JL1St/M' a' r'lle't Value 160727 ... ... Portability Adj Save Our Homes Adj 74,713 i $70,524 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 86,014 84,245 Tax Amount without SOH: $1,871.13 2018 Tax Bill Amount $626.69 Tax Estimator Save Our Homes Savings: $1,244.44 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 63 HIDDEN LAKE PH 3 UNIT 2 PB 27 PGS 48 & 49 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 86,014 1 86,014 0 Schools 86,014 25,500 60,514 City Sanford 86,014 50,500 35,514 SJWM(Saint Johns Water Management) 86,014 50,500 35,514 County Bonds z_-, .. ... . ....... . . ........... ... . . . ..... 86,014 50,500 z ..... ..... . . 35,514 Sales Description Date Book Page Amount Qualified CC Vac/Imp WARRANTY DEED i 9/1/1983 01488 0506 $61,700 Yes Improved Building Information Year BuiltDescription Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective 1 SINGLE 1983 6 1 2.0 1,476 1,962 1,476 CONC $130,127 $155,375 Description Area FAMILY BLOCK httn-//narrpltlpt.qil-.-,r.nnfl.nm/Pnrr.p.lDpt,qillnfn-i,.;nx?PID=l1 2o3n.rinsonnoomn 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 10/31 /18 I hereby name and appoint: Thomas Beesing an agent of: PrariSinn 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): The specific permit and application for work located at: 110 CROOKED PINE DRIVE, SANFORD, FL 32773 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name 1Arilliam Walden N/A State License Number: CRC1330671 ` a ' Signature of License Holder: t-C'120 ' ~ STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 200 18 , by William Walden to me or who has produced identification and who did (did not) take math. Notary Seal) Print or type name 31 day of OCTOBE who is iXpersonally known Notary Public - State of Florida Commission No. My Commission Expires: Rev. 08.12) :, ; 'A.k CHd.IRLSS S 1,41NO FF940114 MY c0;11SStON c ember 01, 2019EXPIREDei ' k;rp °° '-""V" .cocr egg. 53 F!o[idallo+a'Y 4C / i REQUMED INSPECTION SEQUENCF Footer Setback Remwa-11 Fbundati-mi / Form Board -Survey Sfab-/'M-ono Sla-b-Prepour Lintel / Tie- Beam / Fill Down Cell Sheathing Walls - Roof I Roof Dry In Frame. Insulation Rough In- iFirewall Se'rew Pattern Drywall / Sheetrock Lath Inspec,ti-oh Final Solar FinatRoof .l; Final Stucco- /,Siding Insulation Final Final Utility', Building - Final Door Final! Wind-dyr Final Scr-een.Room Final.. Pool Screen Enclosure. Mobile Home Building Final Pre - Demo Final Demo. Final Single jYwnly Residence, FinaI.5ufldi3; 1g (Other) RMVTSMD, June 2014 Addmowq! A I Inspe' flom Descu.Mom Electric• Underground Footei fSlab Steel Bond Electric Rough T.U. G. Pre -Power Final Electric Final mim Mar. I MR. Inspe flon DescriEflom J.' I Plumbing Underground I Plumbing Sewer Plumbing Tub Sete Plumbing Final burl Max ImsRecoom Description Mech ='*cal Rough Mech. ='*cal. Final min I max—AIrm edIlonI.JlDescr dom I Gas Underground Gas Rough I Gas. Final