HomeMy WebLinkAbout105 Garden Ctn
CITY OF SANFORD PERMIT APPLICATION
Permit # : _ Date:
Job Address: 16 S Q t-G(C n .
Description of Work: REMOVE & REPLACE
Historic District: Zoning: Value of Work: $ ZIA SIL cA 1
Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # 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 than X)
Parcel #: -3 3 - 9 -
Owners Name & Address:
1 -QUc)6 o0013(Attach Proof of Ownership & Legal Description)
Phony
Contractor Name & Address: REBECA BERNARD/LOWE' S CUYIPANIES r 8529 S. PARK CIRCLE, SUITE 430
ORLANDO, FL 3.2819 License Number: CR C057468
467-2643
State
407-327-0910 SPhone & Fax: Contact Person. Phone:
Bonding Company: NA
pp
Address:
Mortgage Lender: ILIA
t ' V 1 It
Address:
r!
14 A I I/
Architect/Engineer: N?i'-
1 Iry
Phone: L 5
Address: m, Fax:
t .
Application is hereby made to obtain a permit to do the work and installations as indicated: I certi t o nz° orlc ortt sV61a onPastcommencedprior to the
issuance of a permit and that all work will be performed to meet standards of all laws:regulating co struti ip thts 3 nchoh.9 I !}nderstand that a separate
Permit must be securedfor ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILER , TFk 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. 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 maybe additional restrictions applicable to this property that maybe 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.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
N-) I nd q -H C) i S
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
7
DEBBIE BLANTON
MY COMMISSION # DO 188491
EXpgCioR jip3,o2Wor
APPLICATION APPROVED BY: Bld _1 )( 7_ L0 0 Zoning: Utilities: FD:
r (Initial & Date) - - (Initial & Date) - - (Initial & Date) (Initial & Date)
Special Conditions:
1
Improving Home Improvement:
8529 South Park Cr.
Suite 430
Orlando, Florida 32819
Bus. 407/370-2872
Fax. 407/352-6309
Limited Power of Attorney
Date: i <9 as
To: Building Department
From: Rebeca Alicia Banuelos-Bernard
I hereby name and appoint Nan Holmes, Mindy Holmes & Jackie Caines, a permit service for Lowe's Home
Centers, Inc. to be my lawful
attorney i fa act for me and apply to Q"1ZJ Y for a
W
permit for work to be performed at a location described as:
Address of Job)
Owner of Property)
And to sign my name and do all things necessary to this appointment.
Thank you for your assistance.
Sincerely,
Rebeca Alicia Banuelos-Bernard
Regional Installed Sales Manager
Primary State Qualifier CRC 057468
Rebecca Velez
MYCOW '`
a `._ SSION# DD176963 EXPIRES
Sworn to and subscribed before me thisday of ,2004. 'x: _ January 12, 2001 e?
BONDED THRUTROY FAIN INSURANCE, INC No.public .
My commission
expires
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
DAYID JOHNsom, C)=A. ASA
PROPERTY
r
APPRAISER
SEMINOLE COUNTY FL.
1101 E. FIRST ST
SANFORD, FL32771-1468
407-665-750E
r
2005 WORKING VALUE SUMMARY
GENERAL Value Method: Market
33-19-30-504-0000
Parcel Id: 0080 Tax District: S1-SANFORD
Number of Buildings: 1
Depreciated Bldg Value: $80,183
Owner: MC NEAL JOHNNY R & Exemptions: 00-
MARY K HOMESTEAD
Depreciated EXFT Value: $5,739
Land Value (Market): $17,000
Address: 105 GARDEN CT Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32771 JustfMarket Value: $102,922
Property Address: 105 GARDEN CT SANFORD 32771 Assessed Value (SOH): $89,672
Subdivision Name: UPPLAND PARK Exempt Value: $89,672
Dor: 01-SINGLE FAMILY Taxable Value: $0
Tax Estimator
2004 VALUE SUMMARY
SALES Tax Value(without SOH): $0
Deed Date Book Page Amount Vacllmp 2004 Tax Bill Amount: $0
WARRANTY DEED 02/1988 01930 0117 $74,900 Improved Save Our Homes (SOH) Savings: $0
WARRANTY DEED 01/1977 01149 1139 $31,500 improved 2004 Taxable Value: $0
Find Comr:arable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 8 UPPLAND PARK PB 20 PG 5
LOT 0 0 1.000 17,000.00 $17,000
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1977 6 1,540 2,152 1,540 CONC BLOCK $80,183 $90,602
Appendage / Sqft SCREEN PORCH FINISHED / 200
Appendage I Sqft OPEN PORCH FINISHED / 48
Appendage I Sqft GARAGE FINISHED / 364
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
COOL DECK PATIO 1988 280 $564 $980
POOL GUNITE 1988 450 $5,175 $9,000
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www. scpafl.org/plslweb/re_web. sem inole_county_title?parcel=331930504000... 1 /17/2005
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oltwtl dons: The Environm enta_I ProttsetiOn AQte*cY {EPA) has rsquastsd than _ Taw _
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s nadty instslksMan eustomers itttat a land based psMt ha rd may sxlst 1n dwe@In' bntit tst
ERA 747-K-9tia01 tow dstallw pwlorto197d. flora pamph _ ----- n
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mated aaatnplaslon rtais is _ IHIi to daft). the
in draft)• NOTICE
TO CU$TOYER on sheets) arty to be fr16t3i ed under candltions agrwrrd uponat dmv of Pumhose and at the Price npp®9ring on this All itemslistedinthisrontraGiandapecifiaticontracttermThisassurnessoundexistingsudstnxtusea, superstructure and pointy at nttechtraents E etre labor a1 malarial irtc dent to frlstaMatsvn nreaxssitatBd by detrarhvesUbstructunss. uperstrucWrn, points of attachment, Or the moving of fixtures or dpptisnoes to be billed at extra cost to customer. DO NOT
SIGN TWS CON TRACT UNTIL COMPLETE AND YOU HAVE READ Tt M TERMS AND COAiDMONS CONTAWED ON THE REVERSE SIDEOFTHISCONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNtDER- sTAND AMPAt3REETOTHETERMSANDCONDITIONSSETFORT14ONTHEREWUPSESIDEOFTHISCONTRACT. YOU ARE ENTI'Ti.
ED TO A COPY OF THIS CONTRACT AT THE E OF SIGNATURE. , ..- WITNESS Sad)
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COPY
206r-101 09:26 407-430-4069 1657-INSTALLED SALES P 3/4
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PUNS REVIED
CITY OF SANFORD
LIE9ZL9006 £R:TT 580Zl50/T0
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Better hilt
Windows & DoorS
Windowo for Florida Code
5erieo-
R45 Rati n g
531/8 x 721/4)
A division of
MI Home Products, Inc.
AAMA/NWWDA 101/I.S.2-47
TEST REPORT SUMMARY
Rendered to:
MI HOME PRODUCTS, INC.
SERIES/MODEL: 740/744/3740
TYPE: Aluminum Picture Window with
Vertical Mullion
Title of Test Results
Ratin F-R40 108 x 52
Overall Design Pressure 40 psf
Air Infihration 0.02 cfm/
Water Resistance 6.00 psf
Structural Test Pressure 60.0 psf
Forced En Resistance Grade 10
Reference should be made to Report No. 01-40486.05 for complete test specimen description and
data re„r •,f
0. 11
j•': For ARCHITECTURAL TESTING INC.
s•,:
1:z
K • J
Mark A. Hess, Technician 4
MAH:baw 4'1•
f!'• ...*''.
t: ``..
t;1tN,t1
0-
e*
I / V
26 rAAcN Zoo z
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Architectural Testing
AAMA/NWWDA 101/d.S.2-97 'PEST REPORT
Rendered to:
MI HOME PRODUCTS, INC.
P_O. Box 370
650 West Market Street
Gratz, Pennsylvania 17030-0370
Report No: 0140496.05
Test Dates: 11/13/01
And: 11/14/01
Report Date: 03/21/02
Expiration Date: 11/14/05
Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc.
to witness performance testing on a Series/Model 74On44/3740, aluminum picture window with
vertical mullion at their facility located in Elizabethville, Pennsylvania. The sample tested
successfully met the performance requirements for an F-R40 108 x 52 rating.
Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA
101/LS.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and
Glass Doors.
Test Specimen Description
Series/Model: 740/744/3740
Type: Aluminum Picture Window with Vertical Mullion
Overall Size: 9' 0" wide by 4' 4" high
Fixed Daylight Opening Size (2): 4' 4-1/8" wide by 4' 1-7/8" high
Finish: All aluminum was painted
Glazing Details: The unit utilized one sheet of 1/8" thick, clear tempered glass. The
lites were interior glazed against double -sided . adhesive tape and secured with an
aluminum glazing bead, held -in -place with 7/8" screws placed 12" on center.
Frame Construction: The frame was constructed of extruded aluminum with eo'd;" • «;;, .
butted, and sealed comers fastened with two screws each. The vertical
secured utilizing two 5/8" screws per end. - : • ' Y:'l .T,'
J
130 Derry Court _
York, PA 17402-9405 ' '' ' 1 r,7" {, r= 1
v
phone: 717.764.7700
I •'• `
j . !
i .,.' `•`
fax 717,764.4129 /'• u ,*+*
www archtestcoin Z i HAA C'Y A os L
t
01-40486-05
Page 2 of 3
Test Specimen Description: (Continued)
Installation: The wood test buck was fabricated using 2 x 8 #2 Spruce -Pine -Fir. The
window was secured utilizing 1" roofing nails through the nailing fin, 4" on center.
Exterior perimeter was sealed with silicone.
Reinforcement: No reinforcement was utilized.
Test Results:
The results are tabulated as follows:
ammpb- Title of Test - Test Method Results Allowed
Air Infiltration per ASTM E 283 (See Note #1)
Q 1.57 psf (25 mph) 0-02 cffilw 0.3 cf nW max
Note 41: The tested specimen meets (or exceeds) the performance levels specified in
AAMA/NWWDA 10111.S.2-97 for air infiltration.
Water Resistance per ASTM E 547 (See Note #2)
Note #2: The client opted to begin at a pressure higher than the minimum required. Those
results are listed under "Optional Performance".
2.1.4.2 Uniform Load Structural per ASTM E 330 (See Note#2)
ivrr Eulurt'i A wc1i.—Ce pw AQ'ii* 1r7 4889 07
Type: D
Grade: 10
Manipulation Test No entry No entry
Optional Performance
4.3 Water Resistance per ASTM E 547-96
WTP = 6.00 psf No leakage No leakage
4.4-1 Uniform Load Deflection per ASTM E 330-97
Measurements reported were taken on mullion)
Loads were held for 52 seconds) ,•t`'= "" t,,
45.0 psf (pcsitrve) 0.59"* 0.30".3a,la
472 psf (negative) 0.56"* 0.3' _ "{ •.•',, C- J,
Exceeds L11 75for deflection, but meets all other test requirements. e
Tg err. .. q fjj 4 ,
i 1 '?'
1tp N it
01-40486.05
Page 3 of 3
Test Results:
Optional Performance: (Continued)
Paragraph Title of Test - Test Method Results Allowed
4A.2 Uniform Load Structural per ASTM E 330-97
Measurements reported were taken on mullion)
Loads held for 10 seconds)
@ 60.0 psf (positive) 0.14" 0.21" max.
@ 61.9 psf (negative) 0.19" 0.21" max.
Detailed drawings, representative samples of the test specimen, and a copy of this report will be
retained by ATI for a period of four years. The above results were secured by using the
designated test methods an they indicated compliance with the performance requirements of the
above referenced specification. This report does not constitute certification of this product,
which may only be granted by the certification program administrator.
For ARCHITECTURAL TESTING, INC.
Mark A Hess
Technician
MAH:baw
D-1-40486.05
Z!Z,,. A/.
Allen N. Reeves, P.E.
Director - Engineering Services
2C. MARcq Z0eZ_
irs` of etch InSta;QtiOn ancr.or Gsr'!q' h to have 1 1 /4 P=nPlrotir_-:
N M' 45t be of a tengt
io5onrl/ of Corrrete. lIan a Ono Duch.. 4eween windo 9
fi,1t pe,r Meter Oj wind w.
ct W,ndaw size r, not gi+en. .sr enCh^r Quanlay fo'
oc.ger window in chart. cd
wd1 y with w-nC°w stze and desig o
whEf+
this nCSS vary r ;ocatton rha t irrdir_ateesignctionsonthetapCo -
trs cre. to be insto!led us n9 the elevrtion o'
n°anchor
ory 0pplled hole not designated tar too
rov.dc1hl pfilledwith18screwsofsufficientleng.
embedment into wood beck.
TipEON . _OCATION Cw RT
fh'EREP LOCATIONS
rCO viNi)0'N 10
vP TG DPSS 0?)S.1 TO DpSG.
E SITE
C,ur e. S17 f UMp4nryDpeNn4 _
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TR, CTIONS ofU LE it I, - .e s 74
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O CONSTRUCTION INS.TALLAT;ON
woo
Co N1 El TIONAi NAML IN SINGLE HUNG
HEAD DETAIL pOpRSI AND VINDOWS
SH£AIHING
SIDING
SIZE NCADCR AS NCCDCD
LASHING 19Y 01HT.RS JAIH OETAH.
TRIN/v1a1JLDIhG - NUU' I)1NG
DRYVALL
CAUlal SMIDIA NAILIM 'T
f1% VdTIRL PERIMITLA
1N CA
8C Aprr-fASiON rQ I UR CNCSf BUTC 9EfORL 11A 1NQ 17Y•1
BUST HET, TO PREVENT rRA.0NOCLOSERTNAN7IMC
VITN LOU{/ALENTCISTORT11rRAC'TURE Ul JOINT SEALS•
SECURE TNC rOLL PERIMCTCR INTCRIOR
or 6d I ASTIN OF 1. A_H8CCNICgS-
SCREW,
INTERIOR
I
ON A MANINl1M Vi 16 IN"
VgUD SILL
TRIM/
S)DING
l \ / I - SNCATHIkG
i
2004-01-26 09.11 407-389-1022 0604 ISC OFFICE z P 2/4
THIS FENESTRATION P(ZODUCT COMPLIES *WITH THE
NEW FLORIDA BUILDING CODE
FOR RESIDENTIAL BU 7LDING-3 WITH A MEAN ROOF
HEIGHT OF 50 FT. OR LESS 1=XPOSURE "B"
VA41CH IS INLAND OF A LINk THAT IS 1500 FT,
FROM THE COAST), A 4D WALL. ZONE 5
104STALLED NEAR TH _ CORNIER OF THE BUILDING).
PER ASTM E1300, THE CORRECT GLASS THICKNESS,
BASED ON THE NEGA—IVE DESIGN PRESSURE (DP)
LISTED BELOW, HAS 1.,EEN INSTALLED IN THIS UNIT.
THE GLASS THICKNES S IS BASED ON ITS WIDTH,
HEIGHT, AND ASPECT RATIO.
WIND ZONE: 140 MPH Oil LEM
DESIGN PRESS`iIRE (I)P):+ 3S.3 / - 47.2
THIS PRODUCT MEETC E REQUIREMEN S FOR
STRUCTURAL LOADS, TER AND AIR IN ILTRATION
PER ATTACHED RAMP. PB FCRMANCE' EL- 8E
ADVISED THAT IF LOADS ARE PLACED U TO OR
EXCEEDING THE TES"Eb LE\frzLS,•THtS ODUCT
MAY BE ALTERED IN SUCH A WAY 1641 UTURE
PERFORMANCE WILL I: E REDUCED.
iNdCL !! :)E INlCTALL. AllON
ACCORDING TO MANU VACTUPEITS INSTFUCTI6NS
AND FLORIDA CODE R.-E QUIREUENTS. Mtv-448
r
Florida Building Code Online Page l of 3
Need Help ?
Application #: FL676
Date Submitted: 10/21/2003
Product Manufacturer: BetterBilt
Address/Phone/emai]: 650 W Market St
Gratz, PA 17030
Category: Windows
Subcategory: Fixed
Evaluation Method: Certification Mark or Listing
Referenced Standards from the Florida Building Section Standard Year
Code: AAMA/NWWDA 1997
10l/IS2
Certification Agency: American Architectural
Manufacturers Association
Quality Assurance Entity:
Validation Entity:
Authorized Signature: ANDREW BRILL
ABRILL@MIHP.COM
Evaluation/Test Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method: Method 1 Option A
Application Status: Approved
Date Validated:
Page: l(
Page 1 / I
httn://www.floridabuildine.or2/nr/nr detl.asn?lPT=676&fm=R0Srch 7/171?004
Florida Building Code Online Page 2 of 3
N
Go
pp/Seq Product Model # or Model Limits of Use
Name Description
Fin Frame manufacturer''s
76.2 165/3000 2x72 C-35
Per
nstallation
p+35.3/-47.2 nstructions . More
Fin Frame
676A 165/3000 1x71 R-45 rermanufacturer''
s
allation
p+45/-47.2 ructions . More
Fin Frame manufacturer''s
676.5 165/3000 9x72 R-45
Per
stallation
p+45/-47.2 structions. More
Flange Frame r manufacturer''s
676.6 165/3000 1x71 R-35 stallation
inp+35.3/-45.3 structions. More
Flange Frame r manufacturer''s
676.3 165/3000 9x72 R-45 stallation
instructions. P+45/-47.2 More .
Flange Frame
err
676.1 165/3000
in Beveled
installation --
Buck 72x72C-
instructions. More
5 DP+45/-47.2
Fin Frame Per manufacturer''s
676.7 240/4250UP 65x84 C-50 installation
P+50/-50 instructions . More
Fin Frame Per manufacturer''s
676.8 3240/4250HP 72x96R-35 installation
p+39/-42 instructions. More
Fin Frame Per manufacturer''s
676.9 340/4550HP 72x96R-35 installation
P+39/-42 instructions. More
Fin Frame Per manufacturer''s
676.10 340/4550HP 65x84 C-50 installation
p+50/-50 instructions. More
Flange Frame Per manufacturer''s
676.11 680 60x80R-45 installation
p+45/-47.2 instructions. More
Flange Frame Per manufacturer' ' s
676.12 740/3740 109x53 R-40 installation
p+40/-40 instructions. More
Fin Frame Per manufacturer''s
676.16 40/3740 Ix71 R-45 installation
P+45/-47.2 instructions. More
Flange Frame Per manufacturer''s
676.13 40/3740 9x72 R-45 installation
p+45/-47.2 instructions. More
Flange Frame manufacturer' ' s —
676.14 40/3740 1x71 R-35 rerntallationP+35.3/-45.3 nstructions . More
Fin Frame
http://www.floridabuilding.org/pr/pr det1.asp?IPT=676&fin=ROSrch 7/12/2004
r
Florida Building Code Online Page 3 of 3
hftt)://www.flori(i,qbiiiltiincr nrotnr/»r A-fl acr iPT—(.7F.R.fm=Al1Q, .1+ 11 / 1 /1 I f A A A