HomeMy WebLinkAbout1003 Tudhope CtPermit # :_
Job Address: 1 tin?
Description of Work: iiy S2!%W Ci soli
Historic District: Zoning:
Permit Type: Building Electrical
Electrical: New Service - # of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
c a
CITY OF SANFORD PERMIT APPLICATIONATION
v v (
D" 9
Date:
Mechanical Plumbing Fire Sprinkler/Alarm Pool
Addition/Alteration Change of Service Temporary Pole-
Replacement New (Duct Layout & Energy Calc. Required)
of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: - # of Dwelling Units: Flood Zone: (FEMA form required for other then X)
Parcel #: / v ' ' `3/ Z O/ _ w 1 s0 (Attach Proof of Ownership & Legal Description)
Owners Name & Address:
Phone:
Address: ° ` _=Fax:
Application is hereby made to obtain a permit to do the work and installations as indtca ed._ fy 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 iri this jurisdiction. 1 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: 1 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. 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 o 's verification that I will notify the owner of the property of the requirements of Florida Lien Law, F 713.
Signs ure of Owner/Agent Date Signat Comr/Agent Date
S %V &Z
Pri Owner/Age is a Print Contractor/Agent's me
eov,
ignature of Notary-S to of Florida D%/ gnature of Notary -State of Florida Date
III
PY Susan L Matre.Harrison /
a
My Commission DD218024
p Fdr ExpR duced I D Personal) Known .M
f_ Produced ID / r S
APPLICATION APPROVED BY: Bldg: ` Z "Zoning:
Initial & Date)
Special Conditions:
W 01,1L Susan L. Matre-HaMson
My Commission DD218024
Contractor/Agent is _ Perso' ka l yTown to Me or
Produced I D a n Expires July 12.2007
Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date)
t 1'
io
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
tti ti.LL LL iA
1
DAVID JOHNSON. CFA, ASA Z
PROPERTY 1r
APPRAISER
I •
r
SEMINOLEcouNTYr.L. Isk
1101 E. FIRST ST r
SANFORD , FL 32771-1468
407-665-7506
i•
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL Number of Buildings: 0
Parcel Id: 18-20-31-507-0000- Tax District: Si -Depreciated
0580 SANFORD Bldg Value: $0
Owner: NGUYEN SCOTT T Exemptions:
Depreciated EXFT Value: $0
Address: 1003 TUDHOPE CT
Land Value (Market): $31,000
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: 1003 TUDHOPE CT SANFORD 32771
Just/Market Value: $31,000
Subdivision Name: MAGNOLIA PARK
Assessed Value (SOH): $31,000
Dor: 00-VACANT RESIDENTIAL
Exempt Value: $0
Taxable Value: $31,000
Tax Estimator
SALES 2004 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $635
WARRANTY DEED 02/2005 05679 0688 $244,100 Improved 2004 Taxable Value: $31,000
WARRANTY DEED 08/2004 05436 0855 $220,500 Vacant DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND
Land Assess Land Unit Land LEGAL DESCRIPTION PLAT
Frontae De
Method gpth Units Price Value LOT 58 MAGNOLIA PARK PB 63 PGS 54 - 59
LOT 0 0 1.000 31,000.00 $31,000
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www. scpafl.org/pls/web/re_web.seminole_county_title?parcel=l 8203150700000580... 4/ 19/2005
DuLANDO SCREEN Fr AWNING
835 Sunshine Lane, Altamonte Springs, Florida 32714
407)862-6060 FAX (407)862-1221
LIMITED POWER OF ATTORNEY
Bernie Duncan, hereby authorized
Becky
C
I.. -be-capI, C to obtain
a permit for the following: j'
LOT: ffs_ Subdivision
Address:
b
OKNER of Property:
Address: fcLm
BERNIE DUNCAN
VICE PRESIDENT
Sworn to and subscribed to me this 3 l-05 by Bernard
Duncan who is personally known to me and who did take an oath.
Susan L Metre -Harrison
My Commission DD210024
OF to? Expues July 12, 2007
03/14/20,05 14:15 4076293533 NSTOR CORPORATION _ PAGE 01 _
PLAT OF SURVEYDESCRIPTION- (AS FURNISHED)
AS RECOROEL !N PLAT BGOK 63, PAGESLOT513. MAGNOLIA PARK 59
OF THE AUeL!C RECORDS OF SEMINOLE COUNTY, FLORIDA i 1s==39'48'20" R=
50.QO' Nan: L=
34, 74' THE FINISHED FLOOR ELEVATION OF THIS STRUCTUREMEETSOREXCEEDSTHECB = N 6 9'4 • THE
REOUIREMEN TS SET FORTH IN THE G34.04' CITY OF SANFORp CODE CHAPTER 6, SEC. 6-7(A). PMMIT # LOT
56 FF1C
59. 7 -— fitlK
LOT
57 LANS
REVI f OF
SA 0 TYd
01,
Zrp0
i dI
Pt
iT ARP
115.0 — TUDHOPE
COURT PRIVATE)
TRAP,
T '•A•' RIGHT
OF WAY VARIES FOR
THE BENEFIT AND EXCLUSIVE
USE OF: DWI
TITLE OF rLORIOA, INC FIDELITY
NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA DWI
MORTGAGE COMPANY, LTD, 01E
ALL,
DIRTCTiON5 AND DISTANCES WAVE EEN
FIELD VERIFIED AND ANY 11CONSISTENCIES
HAVE BEEN NOTED ON THE URVEY,
IF ANY, PROPERTY
CORNERS SHOWN HEREON WERE ET/
FOUND ON 07-17-05 UNLESS OTHERWISE HOWN.
THE
SURVEYOR HAS NOT ABSTRACTED THE ANV
S'WOWN WEREON FOR EASFMFNTS, RICHT OF IAY,
RESTRICTIONS OF RECORR WHICH MAY FFECT
THE TITLE OR USE OF THE LAND, NO
UNDEp11ROUND IMPROVEMENTS HAVE BEEN OCATED
EXCEPT AS SHOWN. NOT
VALID WITHOUT THE SIGNATURE AND THE IRIGINAL
RAISED SEAL OF A FLORIDA LICENSED VRVEYOR
AND MAPPER, aAVE
EKA .Lo THE F.IR M COMMLu11TY PAIEL 170294
0045 E DATED 4I17/95 AND FOUND E
SUBJECT PROPERTY APPEARS 70 UE IN ZONE X. EA
OUTSIDE 100 YEAP FLOOD PLAIN I
SURVEYOR MAKES NO GUARANTEES AS TO THE IOVE
MFORMAIION, PLEASE CONIACT THE LOCAL t
M.A. AGENT TOR LtPWICATION. EVATTONS
SKOWN NEREON ARE BASED ON SEMINOLE COUNTY RTII'.
Al E(INTROL AS FURNrS)*D, EARIN155
SHOWN HEREON ARE BASED ON WE
WESTERLY LINE L I.DT 5$ AS lNG
500'1$'a9'W PFR PLAT. F'
IELO DATE:) 9-13-04 REVISED SCALE:
I" = 30 FEET APPROVED
BY: SJ JO)
T N0. ASM44020 I)NAL 02-17705 VA F-
MBOARP 1n 25-oA CF DRAWN
15Y• PLOT PLAN 3-26-04 PLC g'
Q
wCJ '
LOT
55 S89'
4t't t "E 0
BS
0' 0
r
ONE
STORY CONCRETE
BLOCK a RESIDENCEPNISH :
c ELEVA
ION- jl 7 y COI,
ERE 127 <
t
18. uo-,v,,F" ON
LINE 9'41'ft"w LO
f 59 I
1N 110r^ I1r
FENCE
IS v I ON
LINE o! 3 ='
i I
t30'
GRAPHIC SCALE
015 30
0, LEGEND BUILOINC
SETBACK
LINE
CENTERLINE FND NAIL
AND OI$C RIGuT OF MAY
LINE LB F4071 (02-17-.05) 1 T A
ExIST1NC ELEVATION PND 1/2' IRON ROD AND CAP CONCRETE LB ,Faros ((
72-
17-03) CNA CORNER NOT
ACCESSIBLE L9 LICENSFP SLISINE59
G DENOTES DELTA 0-0-E LS LICENSED SURVEYOR
L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR
AND MAPPER rB U[NOTES CHORD BEARING PRM PERMANENI REFERENCE
MONUMENT PC DENOTES PONT Of CURVATURE PCP PERMANENT CONTROL
POINT PI DENOTES DOWN OF INTERSECTION tR PER PLAT
PRC OEYOTFS PANT Of REVERSE CURVATURE 12 MEASURED PTDENOTESPOINTOFTANGENCYFNDFOUNDTYP
TVPICAL CJVf CONCRCTE WALK
A/C AIR CONDIflONER S/W SIDEWALK
CBW CONCRETE BLOCK WALL CP CONCPETE PAP
RR RADIUS POINT CS CONCRETE SLAB
ONU OVERHEAD UTILITY LINE C CHORp LENGTH
ID IpENMCAT1pN PK RARKER KALON
pOL POINT ON LINE R RADIUS PCC
PONT OF COMPOUND CUPA AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUHORI2A
ON NUMBER L13#6393 1030 N. ORLANDO
AVENUE. SUITE B WINTER PARK, FLORIPA
3218V PHONE: (407) 426-
7979 FAX- (407) 426,-- I HEREBY CERYIFY,
THAT THIS BOUNDARY, SUBJECT TO THE
SURVEYORS NOTES CONTAINED HCRE()FS
MCCTS- THE APPLICABLE MINIMUM TE HNfI
AL STOACARDS- SET FORTH BY THE FLOR'
0k•BefL'. OF 74-ROF'ESSIONAL SURVEYORS AWD MARPERT..
Irf HAPTER 51G17 fL4RIL A
ADMFN151'RArkVE CODE PURSL*mz 30
CHAP lER 4-72 029, FLORIDA STATT,TTESOF HE
T
FIRM
JAMFSJAYJILES
PSM r41Jy7 DATE
C,7
I
W
0
1
FL(1 T
1
CAMERON ASHLEY
BUILDING PRODUCTS
Ashley Division
January 10, /2005
Mr. David Duncan
Dulando Screen & Awning, Inc.
835 Sunshine Lane
Altamonte Springs, Florida 32714
RE: Authorization to use Cameron Ashley's LRFD master set engineering
Dear Mr. Duncan:
This letter authorizes Dulando Screen & Awning, Inc. and its representatives
to use the master set engineering filing system that has been filed with the local
building official or authority having jurisdiction. You may make copies of this
letter for your use. Dulando Screen & Awning, Inc. and its representatives are
authorized to use the master set engineering until December 31, 2005.
Please remember that as a condition of using the master set engineering, a
representative of Dulando Screen & Awning, Inc. must attend an 8-hour CEU
accredited training course on the use of the LRFD Manual at least once every
twenty-four (24) months of use of our master set engineering.
If you or other parties such as the building official need to verify your
authorized use of the master set engineering, please call (813) 882-4619 or visit
www, FL-ACE.org.
Sincerely -,I
II 1 ,+ 7•
Do Y. Kim, P.L.'(FU#49497)
Director.of Technical Services
Building Products Since 1868
5120 W. Clifton Street - Tampa, FL 33634 - P.O. Box 15398 - Tampa, FL 33684
813) 884-0444 - (800) 749-4067 - (813) 884-0255 Fax
t .
4. SCREENED WALLS & BALCONIES - Aluminum Construction Design Guide - LRFD
Table 4.1 Maximum Spans for Posts/Columns in Screen Walls Supporting Screen &
isChair Rails (Handrail/Guardrail Systems Included) (feet), Exposure B
Post/Columns not supporting Guardrails may add 2.5 feet to the
values in this table.)
e
r
L
Column Height Table (ft)
Column Spacing ft 3 4
Wind Speed Region m h 100 110 120 130 140 150 100 110 120 130 140 150
2" x 2" x 0.044 x 0.044 Hollow 8.9 8.7 7.8 7.3 6.8 6.4 7.7 7.5 6.8 6.3 5.9 5.5
1
2" x 3" x 0.045 x 0.045 Hollow 11.6 11.3 10.2 9.5 8.9 8.3
1
10.0 9.8 8.8 8.2 7.7 7.2
2" x 4" x 0.050 x 0.050 Hollow 14.5 14.1 12.7 11.8 11.1 10.4 12.5 12.2 11.0 10.2 9.6 9.0
2" x 4" x 0.046 x 0.100 17.3 16.9 15.2 14.2 13.3 12.4 1 15.0 1 14.7 1 13.2 12.3 1 11.5 10.8
Column Height Table (ft)
Column Spacing ft 5 6
Wind Speed Region (mph 100 110 120 130 140 150 100 110 120 130 140 150
2" x 2" x 0.044 x 0.044 Hollow 6.9 6.7 6.0 5.6 5.3 4.9 6.3 6.1 5.5 5.1 4.8 4.5
2" x 3" x 0.045 x 0.045 Hollow 9.0 8.8 7.9 7.3 6.9 6.4 1 6.2 11.0 7.2 6.7 6.3 5.9
2" x 4" x 0.050 x 0.050 Hollow 11.2 10.9 9.6 9.1 6.6 8.0 10.2 10.0 9.0 6.3 7.8 7.3
2" x 4" x 0.046 x 0. 100 13.4 13.1 11.8 11.0 10.3 1 9.6 12.3 1 12.0 10.8 00.0 9.4 8.8
Column Height Table (ft)
Column Spacing ft 7 8
Wind Speed Region (mph) 100 110 120 130 140 150 100 110 120 1 130 140 150
2" x 2" x 0.044 x 0.044 Hollow 5.8 5.7 5.1 4.8 4.5 4.2 5.4 5.3 4.8 4.4 4.2 3.9
2" x 3" x 0.045 x 0.045 Hollow 7.6 1 7.4 6.6 6.2 5.8 5.4 7.1 6.9 6.2 5.8 5.4 5.1
2" x 4" x 0.050 x 0.050 Hollow 9.5 9.2 8.3 7.7 7.3 6.8 8.9 8.6 7.8 7.2 6.8 6.3
2" x 4" x 0.046 x 0.100 11.3 11.1 10.0 9.3 8.7 8.1 10.6 10.4 9.3 8.7 8.1 7.6
Column Height Table (ft)
Column Spacing ft 9
Wind Speed Region mph 100 110 120 130 140 150
2" x 2" x 0.044 x 0.044 Hollow 5.1 5.0 4.5 4.2 3.9 3.7
2" x 3" x 0.045 x 0.045 Hollow 6.7 6.5 5.9 5.5 5.1 4.8
2" x 4" x 0.050 x 0.050 Hollow 8.3 8.1 7.3 6.8 6.4 6.0
2" x 4" x 0.046 x 0.100 10.0 9.8 8.8 8.2 1 7.7 7.2
0 2003 • Ashley Aluminum, LLC - WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution
Page 4-3
4. SCREENED WALLS & BALCONIES - Aluminum Construction Design Guide - LRFD
Table 4.5 Maximum Spans for Screen Wall Girts (feet), Exposure B
FBC Table 2002.4 Load Case A UW=2 (worst case)
Design wind speed up to 130 mph with wind load of 25.6 psf.
Maximum spacin of girts = 7 feet o.c.
2" x 2" x 0.044" 8.10 feet
2" x 3" x 0.045" 10.28 feet
2" x 4" x 0.050" 12.84 feet
2" x 5" x 0.062" 17.38 feet
FBC Table 2002.4 Load Case A L/VV=2 (worst case)
Design wind speed up to 150 mph with wind load of 33.6 psf.
Maximum spacin of girts = 7 feet o.c.
2" x 2" x 0.044" 7.00 feet
2" x 3" x 0.045" 8.97 feet
2" x 4" x 0.050" 11.20 feet
2" x 5" x 0.062" 15.17 feet
FBC Table 2002.4 Load Case A LN V=2 (worst case)
Design wind speed up to 130 mph with wind load of 25.6 psf.
Maximum verticalspacing of girts =10 feet o.c.
2" x 2" x 0.044" 6.60 feet
2" x 3" x 0.045" 8.60 feet
2" x 4" x 0.050" 10.74 feet
2" x 5" x 0.062" 14.54 feet
FBC Table 2002.4 Load Case A UW=2 (worst case)
Design wind speed up to 150 mph with wind load of 33.6 psf.
Maximum verticalspacing of girts =10 feet o.c.
2" x 2" x 0.044" 5.76 feet
2" x 3" x 0.045" 7.51 feet
2" x 4" x 0.050" 9.37 feet
2" x 5" x 0.062" 12.69 feet
4..»
e
C 2003 Ashley Aluminum. LLC WAR:N1\G: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution
Page 4-6
4. SCREENED WALL & BALCONIES - Aluminum Construction Design Guide - LRFD
5
1: USE 1/4"0 X 2-1/2" LONG LAGS INTO WOOD HOST
1 /4"0 X 2-1/4- LONG CONCRETE SCREWS INTO
RETE OR MASONRY CONSTRUCTION ® 24" O.C.
WITHIN 4" OF EACH PERPENDICULAR MEMBER
STRUCTURE ELEMENTS
OB ® PERIMETER
EN PER NOTE #1
N POST END PER DETAIL F2
10NAL GIRTS SHALL BE ADDED
AINTAIN A MAXIMUM VERTICAL
ING FOR HORIZONTALS OF 10' O.C.
I RAIL (GIRT) — SELECT BY
ZONE FROM TABLE 4.3 & 4.4
i -SIZED PER TABLE 4.1 & 4.2
ND ZONE
LATE RAIL (GIRT) — SELECT BY
ZONE FROM TABLE 4.1 & 4.2
KICKPLATE (OPTIONAL)
N POST END PER DETAIL F2
OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN
OR OR FOUNDATION W/ 1 /4"0 FASTENERS,
EMBEDMENT ® 24" O.C.
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL
NOT SUPPORTING ROOF)
C 2003 - Ashlcy Aluminum. LLC - W ARVI VG: UnOcenuO pbotocopeing •blahs US. copyrigbi laws and will subject the .iolator to hpt prosecution PAGE 4-12
4. SCREENED WALLS & BALCONIES - Aluminum Construction Design Guide - LRFD
rfis
HOST STRUCTURE ELEMENTS
d o
a .. 40
2- X 2- X 1/8- ANGLE -
EACH SIDE
W/2 EACH #14 S.M.S.
SELECT COLUMN AND POST
END CONDITION PER TABLE
4.1 do 4.2 BY WIND ZONE
e
TYPICAL PERIMETER 1X2 FASTENED TO HOST
USE 1/4-0 X 2-1/2- LONG LAGS INTO
WOOD HOST AND 1 4.0 X 2-1/4-
LONG CONCRETE SCREWS INTO CONCRETE
OR MASONRY CONSTRUCTION
24. O.C. AND WITHIN 4. OF EACH POST
DETAIL F2: POST END (TOP OR BOTTOM) TO HOST FASTENING
O 2u0y A.hley Aluminum. LLC -WARNING: Unikewd phelerepyins rMhlln U.S. copyright levee mad wW nhJeel The vWale, Ie kta preeuedos PAGE 4-18
I
rrom: wui mousines io: busie ua[e 4rurzuu4 nme: xaa:40 rm Page 2 012
110 SMS ® 12"
O.C. INTO EXISTING
APPROVED SCREEN
ENCLOSURE MEMBER
EXISTING APPROVED
SCREEN ENCLOSURE
MEMBERS.
TYP. VERTICAL 4 TRACK
ED
PRE
f l 0 SMS m 12"
O.C. INTO EXISTING
APPROVED SCREEN
ENCLOSURE MEMBER
TYP. HORIZONTAL 4 TRACK
NO T ,'• _
1. THIS STRUCTURE HAS BEEN DESIGNED 1N ACCORDANCE WITH. -
A. THE FLORIDA BUILDING CODE, 2001 EDITION
DESIGN LOAD 10 PSF
TEST LOAD 20 PSF
2. THIS 'REMOVABLE WINDBREAK' HAS BEEN DESIGNED AND CALCULATED AS A SOLID
VINYL AND ALUMINUM PANEL INSTALLED OVER AN EXISTING APPROVED
SCREEN ENCLOSURE IT SHALL ONLY BE USED ON BALCONIES, PORCHES,
TERRACES, ETC. WHICH ARE NOT INTENDED TO BE GLAZED OR CLOSED IN
BY WALLS, BUT WHERE A WINDBREAKER IS NEEDED. THIS WINDOW SHALLBEREMOVEDANDPROPERLYSTOREDATTHEISSUANCEOF "WINDS AT AMINIMUMOF65MPH" WARNING.
3. THESE DWG'S AND/OR CALCULATIONS APPLY ONLY TO PGT / VINYL —TECH WINDOWS.
Re.ebnr. roiveorss una... u,.}.,F
A u doled notes.
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1011 2043