HomeMy WebLinkAbout200 W 20 StVED
2010
REG\
O
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: J Documented Construction Value: $ (V
Job Address: Historic District:, Yes No D
Parcel ID: Zoning:
Description of Work: •"gA CAyooe—s Plan
Review Contact Person: Title: Phone:
Fax: E-mail: Property
Owner Information Name `
t'1 Phone:7:?
Z- • '1 Z ( J Street: .
ao - 7 cJC S Resident of property? City,
State Zip:,J j Contractor
Information Name
Phone: Street:
City,
State Zip: Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Fax:
State
License No.: Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Building
Permit Square
Footage: Construction Type: No. of Stories: No.
of Dwelling Units: Flood Zone: Electrical
Plumbing New
Service — No. of AMPS: New Construction - No. of Fixtures: _ Mechanical
13 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads:
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 of a 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 conditioners, etc.
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.
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.
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
1.
of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent " Date
Print Owne /Agent's Name
4! 30 &, —Y . /t
Signature of Notary -State of Florida Date
DEBf31f:131 11rIT JI 1a
MY COMMISS!ON DD629096
IJiPIRES: Febn!ary 25, 20'1
W11 e '.10TAM R Notaty Diswnt A,sw. Cc,
a ^t+.da.aai,A.OR,fVPJ"4i.r
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
a
APPROVALS: ZONING: II' 'tv UTILITIES:
Signature of Contractor/Agent
ENGINEERING: FIRE:
i COMMENTS:
i
i
I
Rev 11.08
0
Print Contractor/Agent's Name
Date
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID _ Type of ID
WASTE WATER:
BUILDING:
Seriiinole County Property Appraiser Get Information by Parcel Number
i
Page 1 of 1
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FORD; FL'32771-1468
407-61 5j7508
VALUE SUMMARY
VALUES 2011 2010
Working Certified
GENERAL Value Method Cost/Market Cost/Market
Parcel Id: 25-19-30-5AG-110E-0040
Number of Buildings 1 1
Owner: POLK LORENZO
Depreciated Bldg Value 81,775 86,487
Mailing Address: 2604 HIAWATHA AVE
Depreciated EXFT Value 0 0
City,State,ZipCode: SANFORD FL 32771
Land Value (Market) 10,013 10,013
Property Address: 914 WILLOW AVE SANFORD 32771
Land Value Ag 0 0SubdivisionName: SANFORD TOWN OF
Just/Market Value 91,788 96,500TaxDistrict: S1-SANFORD
Portablity Adj 0 0Exemptions:
Save Our Homes Adj 0 0Dor: 01-SINGLE FAMILY
Amendment 1 Adj 0 0
Assessed Value (SOH) 91,788 96,500
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 91,788 0 91.788
Amendment 1 adjustment is not applicable to school assessment) Schools 91,788 0 91,788
City Sanford 91,788 0 91,788
SJWM(Saint Johns WaterManagement) 91,788 0 91,788 County
Bonds 91,788 0 91,788 The
taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES
2010 VALUE SUMMARY Deed
Date Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: 1,§38 TAX
DEED 08/2004 05432 1908 $4,700 Vacant No 2010 Certified Taxable Value and Taxes DOES
NOT INCLUDE NON -AD VALOREM ASSESSMENTS FindComparableSaleswithinthisSubdivisionLAND
LEGAL DESCRIPTION Land
Assess Method Frontage Depth Land Units Unit Price Land Value PLATS. Pick FRONT
FOOT & DEPTH 50 117 .000 225.00 $10,013 LEG LOT 4 BLK 11 TR F TOWN OF SANFORD PB 1 PG 56 BUILDING
INFORMATION Bid
Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
Building
Sketch
1 SINGLE FAMILY 2007 6 1,205 1,490 1,205 CB/STUCCO FINISH $81,775 83,444 Appendage /
Sgft GARAGE FINISHED / 259 Appendage /
Sgft OPEN PORCH FINISHED / 26 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 ear's property tax will be based on Just/Market value.
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT
8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF
A HURRICANE PROTECTIVE DEVICE (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING OF FIBERGLASS FACING:
TMT, f1R--- ..1u..1-1-
SELF IGNITION TEMP ASTM D1929 A03 'F > 650 'F
RATE OF BURNING ASTM D635 0.79 IN MIN C-1
SMOKE DENSITY ASTM D2843 48.9%
TENSILE STRENGTH- ASTM D638 7.3% DIFF
t-U-A"uvL ILNW L b[HLNGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
Li
SINGLE DOOR UNIT
Li Li
DOUBLE DOOR UNIT
TABLE OF CONTENTS
SHEET DESCRIPTION
1 :STY L ELEVATIONS & GENERAL NOTES N2ARINGLOCATIONS & DETAILS
3 ANCHORING LOCATIONS & DETAILS
SINGLE DOOR UNIT
WITH SIDELI7E
149- MAX. OVERALL FWE WIDTH
20.5" MAX 36.375" MAX.
D.L.O. PANEL WIDTH 37.5" MAX.
W/ASTRAGAL FRAME WIDTH
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SINGLE DOOR UNIT
WITH SIDELIrF
DOUBLE DOOR UNIT W/SIDF IT S
SINGLE DOOR UNIT W/SIDELITES
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Lola Kevmw 17 ,112; /na
DOUBLE DOOR UNIT WlStDELITES
DESIGN PRESSURE RATING WATER PENETRATION TEST PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING I OUTSWING' X 37.5 50.0 -50.0 50.0 50.0 19.0 19.0 40.0 40.0 50.0 50.0
XX
OX rr XO
74
75
50.0 -50.0
50.0 -50.0
50.0
50.0
50.0
50.0
19.0
19.0
19.0
19.0
40.0
40.0
40.0
40.0
50.0
50.0
50.0
50.0
OXO 112.5 50.0 -50.0 50.0 50.0 19.0 99.0 40.0 40.0 50.0 50.0
OXXO 149 50.0 --50.0 50.0 50.0 19.0 19.0 40.0 40.0
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DATE: 2/ 1 1 /05
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AMR" ID NAM
ATTACHMENT DETAIL culicaoonNa N o-1
Renewed BY
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Bala Rweid
SIGNED AND SEALED BY HAROLD E. RUPP PE
FLORIDA #15935) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
1.50"
p
10 WOOD SCREWS, OR 3/1 6" TAPCONS. A PHYSICAL MIN
D 25"
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MAX
LOCATION. SHIM
CL
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4". TYPICAL
ANCHOR INSTALLATION
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 4-9/16" MIN JAMB
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS
1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 10-1/2" CENTERLINE.
1a. KWIKSET MAXIMUM SECURITY SERIES GRADE 2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1
ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED
ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP
AND (1) AT BOTTOM.
2 4" X 4" FULL MORTISE BUTT HINGES.
2111105
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6" SEE DETAIL 6"
F- #8 x 2-1/2"
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SEE DETAIL
C'
ASTRAGAL RETAINER BOLT HOLE
10 x 2" MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH
8 x 2-1/2" #10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW
10 x 1-3/4" STRIKE PLATE TO FRAME
10 x 2" AS SHOWN. DETAIL "F" ASTRAGAL
8 x 2-1/2" #10 x 3/4" 0.124' ANNEALED DECORATIVE INSERT
10 x 5/8" 0 09 0' SAFLEx m0 (OPTIONAL)
DETAIL " C 0.124 ANNEALED • 0124" TEMP.
DETAIL "D"
1.375+
f
INSWING THRESHOLD
ALUMINUM OR BUM
SPACER.., /6 X 1-1/2' PHS
AdderdlmIDWM
0.962"1
DOW 632 , DOW 632 N p_11.75" '1.047" OR EQUAL r:y»,t.:. OR EQUAL
ReykadIBy. 1
uTERIOR IN DO fIBN81Y8a 12
TYPICAL GLAZING DETAIL
f 17-08
OUTSWING THRESHOLD HIGH DAM O[S THRESHOLD
IMPACT RATED GLASS
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