The URL can be used to link to this page

Home My WebLink About2207 Coronado Concourse (3)CITY OF SANFORD PERMirr APPLICATION f Application #.: J l 'U Submittal Date: Job Address: a 7 Coro rIO-JO %_;OnGOLLV_Se 4 Value ofWork: $ V Parcel ID: - i 3 0` 5 3 4- It 0 0 00 40 Zoning: Historic District: qFlli Description ofWork: rip lRye 2X 15b' qGt rQq door- Square Footage: /V/? 1 ... Permit Type:. Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool S1(9 Electrical: New Service — # of AMPS Addition/Alteration Change ofService Temporary Pole Mechanical: Residential' Non -Residential Replacement New (Duct Layout & Energy, Cale. Required) Plumbing/ New Commercial: # ofFixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential•,# ofWater Closets Plumbing Repair — Residential, ' Commercial 0 Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: #.ofDwelling Units: Flood Zone: (FEMA form required) w Property Owner: 7CZ Y l a .TOrie S CO I'D h Contractor: Address: COCOAA40 (fOvicfxtfS Address: SGtniilyd R_ 2) -2-7-71 Phone: q I N_ 5N5I E-mail: Phone: State License Number*' Bonding Company: Mortgage Lender: Address: Address: . Architect/Engineer: rthoiMi s Pe Phone': Address: LJ 9olt-U l i?n m lIIG a75/l0 Fax: 336`356-071o$7 Plan Review Contact Person Phone: Fag: E-mail;• Application is hereby made to obtain a permit to do the work and installations as indicated, I certify that no work or installation.has commenced prior to the issuance ofa permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING; SIGNS, WELLS; POOLS, FURNACES, BOILERS,, HEATERS, TANKS,. and AIR CONDMONERS„ etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done incompliance with all applicable laws regulating, construction. and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY: IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p&At is veri cation that wi otify the owner of the property of the requirements ofFlorida Lien Law, FS 713: Signature wne • Agent Date Signature of Contractor/Agent Date CUU0 Print r/Agent's Name Print Contractor/Agent's Name CU6 Signature ofNotary -State of Florida Date Signature of Notary -State ofFlorida Date y °"Br,==,, TERESA B: SHAVE Notary Public •.State, of Florida Vf My Comm. Expires Jun 21, 2014 F°,`„`f)wner/$P1 o Me or Contractor/Agent is _ Personally Known to Me or u Produced ID APPROVALS: ZONING: ' 4 8 UTIL: FD: ENG: BLDG: 70 Special Conditions; " Rev 02/2007 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 PE -TAIL DAvia.laHrisi]M,.G'F/R,A9A a. PIDPIER 7.0 QR 2.0 a 5'EMINOLE:.QDI]rV7YFL. f 1tO1E.FIR5T.5T 1 14 6 $.A 10 LOTC eAKFaain,, FL.3 "1-1488 0 1'3.0 9.fl F 407-565-7508 1:3 1 11 11 12 13 14 1, G.Z g 13. 0 11.0 W24TH5T VALUE SUMMARY VALUES 2010 Working Value Method Cost/Market Cc GENERAL Number of Buildings 1 Parcel Id: 36-19-30-534-1100-0040 Depreciated Bldg Value 94,727 Owner: JONES TARITA D Depreciated EXFT Value 0 Mailing Address: 2207 CORONADO CONCOURSE Land Value (Market) 12,990 City, State,ZipCode: SANFORD FL 32771 Land Value Ag 0 Property Address: 2207 CORONADO CONCOURSE SANFORD 32771 Just/Market Value 107,717 Subdivision Name: HIGHLAND PARK Portablity Adj 0 Tax District: S1-SANFORD Save Our Homes Adj 29,800 I .. Exemptions: 00-HOMESTEAD (1994) Amendment 1 Adj 0 Don01- SINGLE FAMILY Assessed Value (SOH) 77,917 Tax Estimator Portability Calculator 2010 Notice of Proposed Property Tax 2010 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value` Exempt Values Taxabli County General Fund 77,917 50,000 Amendment 1 adjustment is not applicable to school assessment) Schools 77,917 25,000 City Sanford 77,917 50,000 SJWM( Saint Johns Water Management) 77,9171 50,000 County Bonds 77,917 50,000 Potential Portability Amount is$29,800 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified 2009 VALUE SUMMARY FINAL JUDGEMENT 02/1995 02888 0080 $100 Improved No Tax Amount (without SOH): WARRANTY DEED 10/1987 01898 1675 $57,700 Improved Yes 2009 Tax Bill Amount: WARRANTY DEED 12/1986 01798 0133 $100 Vacant No Save Our Homes (SOH) Savings: WARRANTY DEED 03/1986 01718 1401 $12,500 Vacant Yes 2009 Certified Taxable Value and Taxes WARRANTY DEED 03/1978 01161 1398 $20,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSES; Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS Pick 0J FRONT FOOT & DEPTH 53 108 .000 285.00 $12,990 LEG LOT 4 BLK 11 HIGHLAND PARK PB 4 PC BUILDING INFORMATION http:// www.scpafl.org/web/re_web.seminole_county_title?parcel=36193053411000040&cpad=Coronad... 10/06/ 10 0 Honda Builcting Uocle Unlme rage 1 of 3 BCIS Home Log In User Registration Hot Topics ! Submit Surcharge i Stats & Facts Publications i FBC Staff BCIS Site Map Links + Search. Product Approval a,t USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7679-R2 APPlication Type._,,,_-._____---- Code Version 2007 Application Status Approved 3 Comments a Archived Product Manufacturer Amarr Garage Doors Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1309 danny.joyner@amarr.com Authorized Signature Danny Joyner danny.joyner@amarr.com Technical Representative Danny Joyner Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com . Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardco.py Received Florida Engineer or Architect Name who TOM SHELMERDINE developed the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 01/01/2015 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL7679 R2 COI Tom Shelmerdine Letter of Independence 7.24.2007. pdf Referenced Standard and Year (of Standard) Standard Year http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtwhUKIhCJ12%2fg2tywZR... 11/23/10 Florida Building Code Online Page 2 of 3 ANSI/DASMA 108 ASTM E 330 Equivalence of Product Standards Certified By Sections from the Code 2002 2002 Product Approval Method Method 1 Option D Date Submitted 01/07/2009 Date Validated 01/08/2009 Date Pending FBC Approval 01/15/2009 Date Approved 02/03/2009 Summary of Products FL # Model, Number or Name = IDescription 7679.1 Classica (M3000) IRC-3316-140-45 Limits of Use Installation Instructions Approved for use in HVHZ: No FL7679 R2 II IRC-3316-140-45 sealed odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +29:7/-33.8 Evaluation. Reports Other: Glazing option shall not be used in wind-borne FL7679 R2 AE 3316.pdf debris region unless structure is designed as partially FL7679 R2 AE ASCE 7-98 -02-05.pdf enclosed or door is a replacement door. FL7679 R2 AE ASTM TO DASMA LETTER pdf Created by Independent Third Party: Yes 7679.2 JjClassica (M3000) IRC-3309-140-11 Limits of Use Installation Instructions Approved for use in HVHZ: No FL7679 R2 II IRC-3309-140-11 sealed odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: YesDesignPressure. +31.0/-35.1 Evaluation Reports Other: Glazing option shall not be used in wind-borne FL7679 R2 AE ASCE 7-98 -02 -05 odf debris region unless structure is designed as partially FL7679 R2 AE ASTM TO DASMA LETTER pdf enclosed or door is a replacement door. FL7679 R2 AE Report IRC-3309-140-11 REVISED sealed.odf Created by Independent Third Party: Yes i Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: y ® eC,hecV; n http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtwhUK I hCJ 12%2fg2tywZR... 11 /23/10 J IT IS THE APPLICANT'S EXCLUSIVE RESPONSIBILITY TO VERIFY THAT SPECIFIC PRODUCTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR LIMITATIONS (FOR EXTERIOR: WINDOWS, DOORS, GARAGE DOORS, SKYLIGHTS AND SHUTTER SYSTEMS NEED TO MEET THE MINIMUM REQUIRED DESIGN PRESSURES FOR THE PROJECT). SPECIFIC COMPLIANCE WILL BE VERFIED DURING FIELD INSPECTIONS. FLORIDARESERVEDFOR # TYPE I MANUFACTURER I MODEL # / SERIES I PLANS EEEXAMINER I (INCLUDE DECIMIFAL ( FLORIDA ( IF APPLIN.O.A. CABOLEAL nI (IFIAPPLICABLE) SWINGING SLIDING OVERHEAD ma cr 0 a 'cc- 96 cs OTHER SINGLE HUNG DOUBLE HUNG HORIZONTAL ROLLING CASEMENT FIXED SKYLIGHT OTHER SOFFITS 2 of 3 I IRESERVED FOR EXAMINER I FLORIDA A)I (ORF OALIn TYPE MANUFACTURER MODEL # I SERIES PLAN MINR(INLDEIMpd N.O.A.I USEFAPPLICABLE)CABLE(IF AP BLI SHINGLES METAL TILE OTHER ROLL - UP PANELS PLYWOOD CHECK HERE IF THIS METHOD IS CHOSEN OTHER SINGLE HUNG HURRICANE (SPECIFY MANUFACTURERS) ANCHORS ENGINEEREDLUMBER __ - _ __ _ . - .. -- - LINTELS INSULATION OTHER CONTRACTOR or OWNER/CONTRACTOR SIGNATURE: DATE: THE FOLLOWING ALTERNATIVES ARE ACCEPTABLE IF THE PROPOSED PRODUCTS DO NOT HAVE VOLUNTARY STATE APPROVAL OR SEMINOLE COUNTY ACCEPTANCE: Copy of product approval/testing information and copy of listing -or- report from a Product Certification Agency approved by the Florida Building Commission for each different covered product. Approved product certification agencies are shown at www.floridabuilding_org click on the product approval button, then click on the organization search tab). Copy of product approval/testing information from a Florida Building Commission approved Product Evaluation Entity or Product Testing Laboratory and documentation showing the manufacturer has a Florida Building Commission approved Quality Assurance Agency on retainer. Submittals are required for each different covered product. Approved Product Evaluation Entities, Product Testing Laboratories and Quality Assurance Agencies are shown on the above referenced website (click on the product approval button, then click on the organization search tab). 3 of 3 2' 2DGA. STRUT ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE 2' 20GA. STRUTS ATTACH.V/ 1/4' x 3/ HEX HEAD SCREWS AT 13 GA. GALV. COMMERCIAL EACH CENTER STILE TOP ROLLER BRACKET ATTACHED VA,I) 1/4' x ADJUSTABLE ROLLER CARRIER 3/4' HEX HEAD SCREWS ATTACHED V/ (2) 1/4' x 1/2' PER BRACKET BOLT S NUT PER BRACKET TYPICAL TDP FIXTURES N.T.S 1 INSIDE ELEVATION N.T.S 2' 20GA. STRUTS ATTACHE W/ (2) 1/4' D e`0.".. 14 GA, DURASAFE3 HEX HEAD SCREWS AT •- END HINGE ATTACHED EACH END STILE W/ (2) 1/4' x 3/4' HEX HEAD SCREWS 14GA. DURASAFE CENTER HINGE ATTACHED W/ (4) 1/4' x 3/4' HEX HEAD SCREWS 25 GA EXTERIOR SKIN TYPICAL DURASAFE CENTER HINGE 2N.T.S. 2. 20GA. STRUTS ATTACHED W/ (2) 1/4' x 3/4' HEX HEAD SCREWS AT EACH CENTER STILE HOLES FOR STRUT ATTACHMENT (IF STRUT STILE STIFFENERS (1) IS REQUIRED) LOCATED IN HINGE HOLES) ON TOP SECTION ONLY( O 20 GA. STRUTS OF EACH SECTION BOTTOM OF BOTTOM SECTION TYPICAL STILE STIFFENER 5N.T.S. 220GA. STRUTS ATTACHED W/ (2) 1/ 4• _ ......, HEROLLER CARRIERS ATTACHED TO END STILE W/ (3) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER 2. 20GA STRUTS ATTACHED 2' 10 BA W/ ( 3) 1/4' x 3/4- HEX HEAD SCREWS AT EACH END STILE 2' 10 BALL ROLLER W/ 5' STEM DURASAFE END HINGE 3 N.T.S. 2 X 6 SOUTHERN YELLOW PINE 3 MIN. N0. 2 OR BETTER) S, CER IOEROOMr SBOLT DIA. x 1-5/8' LAG GBOLT ATTACHED TO JAMB AT EA. JAMB BRACKET OPTIONAL STOP MOLDING20 A. GALV. STEEL ENOSTILE7/ 18' DIA. BOLT RETNNER x 5/B'TRACK (1) PER ROVER BOLT AND NUT 2" CALV. STEEL I RIVETS TRACK THICKNESS TRACK MOUNTING DETAIL N. T.S. BOTTOM BRACKET 14 GA. THICK ATTACHED W/( 3) 1/4' X 3/4' HEX HEAD SCREWS WITH A 13 GA, BRACKET SLIDER TYPICAL BOTTOM BRACKET 4 N.T.S. WOOD JAMB ATTACHMENT TO STRUCTURE 5/ 10- X 3- LAG SCREWS STARTING 6- FROM ENDS THEN 24" O.C. (1 1/2- EMBEDMENT) 16111 KWK BOLT 31W X 4- STARTING 6' FROM ENDS THEN 24T O.C. (2 1/2- EMBEDMENT) HAh SLEEVE ANCHOR 3/B- x 2-3/4- STARTING 5- FROM ENDS THEN 24. D.C. (1 1/4- EMBEDMENT) ITYN/ RAMSET REDHEAD (T11i 3/6_ X 4- STARTING 6' FROM ENDS THEN 24. O.C. (2 1/ 2- EMBEDMENT) HLR SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6- FROM ENDS THEN 24. O.C. (I 1/4- DIBEDLHENT) ITW/ RAMSET TAPCGN 1/4' X 2-3/4" STARING BT FROM MS. USE PAIRS OR FASTENERS ( 3- MART) AT 24. OC.(1 1/4- EMBEDMENT) LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A RUSH MWNTNG SURFACE. PREPARATION OF WDW JAMBS BY OTHERS TESTED DOOR INCLUDED (1) ONE SECTION WITH (2) TWO PANELS OF GLAZING. DeOraFra— WINDOW FRAME OPTIONAL Decra INSERTS rW17HUVPROTECTIONWITHUVPROTECTIONI MIN. 1/B- THICK TEMPERED GLASS 18 7 27GAINTERIORSKINATPANHADSCREWSEACHWINDOWFRAMEMOLDEDINSIDEFRAMESECTION B—B END HINGE 14 GA SPLICE TRACKS AT THIS LOCATION M7 W/(4) 1/4'-20 TRACK SPLICE BOLTS 1) 2' x 20 GSTRUT AT NUTS SECURE TO JAMB WITH (3) THE TOPOFEACHCHSECTION5/16' OW x 1-5/8" LAG BOLTS. 1) 5/ 16- DIA. x 1-5/8T SPLICE) S LAGBOLT ATTACHED TO JAMB AT EA. JAMB BRACKET BZ 12 GA. GALV. STEEL 63') JAMB BRACKETS ATTACHED W/ ( 1) 1/4--20 END HINGE TRACK SPLICE BOLT & NUT OR (2) RIVETS 14 GA. SB_ 42') INTERIORO GARAGE unK WDTH 9'OT 3i 2' x GA. STRUT 21') AT THE BOTTOM OF THE A BOTTOMSECTIONDESIGNLOADS 9 5 LBS/FTT SEE NOTE 2 1579 LBS/F. noo BOTTOM BRACKET ATTACHED W/ 1/ 4' X TRACK CONFIGURATION FOR T) AND 8' TALL DOORS M X(3) HEAD SCREWS N.T.S. SECTION A —A ( SIDE MEWL N.T.S. ads Section Max. Section Measured fromLeftWidth Center Stile Location1347139.2 gldve( R) Height ( in) Edge) SF)8' 0 2H 48.D004.99' 0 2B 54.000 9.98' 0 32 48.D00 9.29' 0 32 54.000 5.1 SPEOFlCATONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERICAL TRACK, FROM THE TRACKTHELOADISTRANSFERREDTDTHEVERTCALJAMBS, THE HDRI2ONTAL JAMBORHEADERRECEIVESNOPORTIONOFTHELOADTRANSFERREDFROMTHE DOOR. 2 EACH VERTICAL JAMBS RECEIVES MNOMUM DESIGN LOADS CF: 5 L92/FT & - 157.9 LBS/FT S OOORS AND HARDWARE WLL BE DESIGNED, MANUFACTURED AND INSTALLED WINSTANDARDSASSETFORMBYDASMA. 4. DOOR SECTIONS SHALL BE 25 GA. EXTERIOR MIN. (.019-), AND 27 GA. INTERIOR MIN (.014) ROLLED FORMED LIGHT CG_MN`L DUALITY. G-40 GALVANDATXN S SUPPORTING STRUCTURAL ELEMENTS SMALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WND LOADS INDICATED ON THIS DRAM IN ADDITION TO OTHER LOADINGS. 6. THE METHOD O TESTING WAS N SUBSTANTIAL CONFORMANCE WTH THE PROCEDURE DESCRIBED IN DASYA MOB, ASTM E=. AND THE SOUTHERN BULONG CODE SECTION 16M WIND LOAD DESIGN CRITERIA THE PRESSURES SHOWN CN THE GRAMM WERE CALCIAATED USING ASIZ 7-011 WITH THE FOLLOWNC PARAMETERS, - A. BASIC WND SPEED a 1M MPH (PEAK GUST) B. DOCR CAN BE INSTALLED WTH 2 FEET OF DODRS WDTH NSDE THE EDGE STRIP. C. 30' OR LESS MEAN ROOF HEIGHT AT ANY SLOPE D. USE FACTOR OF 1.0 E. EXPOSURE RATING OF B Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2 Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value EE Building 1 SINGLE FAMILY 1987 6 1,344 1,710 1,344 CB/STUCCO FINISH $94,727 Sketch Appendage / Sgft OPEN PORCH FINISHED / 102 Appendage I Sqft GARAGE FINISHED / 264 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next year'sproperty tax will be based on Just/Market value. http://www.scpafl.org/web/re—web.seminole—county title?parcel=36193 05 3411000040&cpad=Coronad... 10/06/ 10