HomeMy WebLinkAbout214 Meadow Hills Dr (2)RECEIVED
F _ CTI Y OF SANFORD PERMIT APPLICATION AUG 2 3 2005
Permit # : / Date:
Job Address: ?-% z�rdAw %5 p,
Description of Work:
Historic District: Zoning: Value of Work: $
•-/
Permit Type: Building 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 Calc. 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 #: 10 "ZO r-- -5 ®rF�� 'q 0 (Attach P%f of Owner/ship & Legal Description)
Owners Name & Address: C.tJ4 Ci ✓ Cci j Z I1, *
_/" e-
C—b
Address:
Mortgage Lender: .
Address:
Architect/Engineer:
Address:
Phone:
Fax:
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. 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 Fl ad n La 3.
Signature of Owner/Agent Date S gnature of Contractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced 1D
APPLICATION APPROVED BY: Bldg: Zoning:
(I al & ate)
Special Conditions:
Print Contractor/Agent�-6D,
. Y -
Si ture of Notary -State o F orida Date
X AIM M. JOHNSON
*� MYCOMMISSIO #DD2W2
Contract is EX ShM e
r21uee�d37° ad h N
(Initial & Date)
Utilities:
FD:
(Initial & Date) (Initial & Date)
13
18
E
DAVID JOHNSON, CTA, ASA
ld
1E
PROPERTY
AO R E
APPRAISER
SEMINOLE COUNTY FL.
-
1101E. FIRST ST
G 5
SANFORD, FL 32771-1468
14
407-665-7506
13
F g
% r
N
2005 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 10-20-30-5CS-OF00-0040
Number of Buildings: 1
Owner: LUGO AURA E
Depreciated Bldg Value: $95,508
Mailing Address: 214 MEADOW HILLS DR
Depreciated EXFT Value: $646
City,State,ZipCode: SANFORD FL 32773
Land Value (Market): $20,000
Property Address: 214 MEADOW HILLS DR SANFORD 32773
Land Value Ag: $0
Subdivision Name: HIDDEN LAKE UNIT 1-B
Just/Market Value: $116,154
Tax District: S1-SANFORD
Assessed Value (SOH): $107,766
Exemptions: 00 -HOMESTEAD
Exempt Value: $107,766
Dor: 01 -SINGLE FAMILY
Taxable Value: $0
Tax Estimator
SALES
2004 VALUE SUMMARY
Tax Value(without SOH): $0
Deed Date Book Page Amount Vac/Imp
WARRANTY DEED 04/2003 04835 1844 $122,000 Improved
2004 Tax Bill Amount: $0
WARRANTY DEED 01/1980 01263 1416 $46,900 Improved
Save Our Homes (SOH) Savings: $0
WARRANTY DEED 02/1978 01158 1065 $34,000 Improved
2004 Taxable Value: $0
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT
Land Assess Frontage Depth Land Unit Land
LEG LOT 4 BLK F HIDDEN LAKE UNIT 1-B PB
Method Units Price Value
17 PG 54
LOT 0 0 1.000 20,000.00 $20,000
BUILDING INFORMATION
Bid Year Base Gross Heated Bid Est. Cost
Bid Type Fixtures Ext Wall
Num Bit SF SF SF Value New
1 SINGLE 1973 6 1,378 1,935 1,378 CB/STUCCO $95,508 $111,056
FAMILY FINISH
Appendage / Sgft OPEN PORCH FINISHED / 32
Appendage / Sgft GARAGE FINISHED / 525
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
ALUM SCREEN PORCH W/CONC FL 1982 190 $646 $1,615
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.
Florida Building Code Online
Page 1 of `
F, .1 r 'I r -I r
Overvievr Product Search Organization Product
Search Appicadon
User: Public User - Not Associated with Organization -
Application #:
Date Submitted:
Product Manufacturer:
Address/Phone/email:
Category:
Subcategory:
Evaluation Method:
Referenced Standards from the Florida Building
Code:
Florida Engineer or Architect Name:
Florida License:
Quality Assurance Entity:
Validation Entity:
Authorized Signature:
Evaluation/Test Reports Uploaded:
Need Help'
FL3026
08/05/2004
Clopay Building Products Company
8585 Duke Blvd.
Mason, OH 45040
(513)770-6062
Exterior Doors
Sectional
Evaluation Report from a Florida
Registered Architect or Florida
Professional Engineer
Section Standard Year
FBC ASCE7-98 1998
1606.1
FBC ANSI/DASMA 2002
1707.4.3.1 108
Gary Pfuemd ANS REVIEWED
PE- 49850 4 -f Y OF SA N FO R D
Omega Point Laboratories
John E. Scates, PE
Mark Westerfield
mwesterfield@clopay.com
PTID 3026 T 1000W3-16-
Rq_v01pdf
PTID 3026 T 1000W5-09-
Rc-KQ ,pdf
PTID 3026 T 1000W5-16-
Rcv0l.pdf
PTID 3026 T 4300W4-09-
http://www.floridabuilding.org/pr/pr_detl. asp?IPT=3026&RV=O&fm=ROSreh
4/7/200
Evaluation/Test Reports Uploaded: PT1T) 30276T 100OW3-16-
RevOl .pdf
PTID 3026 T 1000W54 )9-
Rcv0l .pdf
PTID 3026 T IOOOW5-16-
RevOl pdf
PTID 3026 TT 43(XIW4-09-
RcvOl.pdf W
PTLD 3026 T 430OW4-16-
RcvOl.pdf'
PT1 D 3026 T 43()O W 4- i S-
ItcvOZLpdf
PTID 3026 T 430OW6-0)-
RevOl .pdf
PTID 3026 T 430OW6-i6-
Rev0l.pdf
P'nD 3026 T 43(,')3W6-18-
RevO l .pdf
P`TiD 3026 T 73W3-16-
Revdf.pdf .-
PTID 3026 T 73W4-09-
RcvOl.pdf
PTLD 3026T 73W4-1h-
Rcv02.pdf n
PTID 3026 T 736N'4-15-
RevOl .pdf
PTID 3026 T 73W5-09-
RevOl.pdf
PTID 3026 T 73W5-16-1-TV-
RcN1) l .pdf
PTID 3026 T 73«'5-16-
RcvO I .pdf
PTID 3026 T 73W6-09-
RevOI..pdf
PTID YM T 73W6-16-
RevO l .pdf
PTID 3026 T 73W6-19-
RcvOl.pdf z
PTID 3026 T 94W6-18-
,-
RevO) .pdf
PTID 3026 T C I I W4 -16 -
RM l .pdf
PTID 3026 T C I I W 5-09-
RevOl.pdf _
PTID 3026 T CI I W5-16-
RevO1pdf _
PTID 3026 T_,Clopay EPS
Manual.pdf
MID _3026_T_Clopay Scmi-
C'ustom Reserve Supplemental
Manual.pdf
PTID _3026 T_Clopay Shiplap Pan
Manual.pdf
PTID 3026_T Clopay "Torsion
Spring Manual.pdf
PTID 3026_T Clopay Wood
Manual.pdf
PTID 3026 T FPA ResiModel
Info ke03.pdf
PTID 3026 T RH1SW5-09-
Rev02.pdf -
EVALUATION ENTITY
Gary Pfuehler, P. E.
5665 Green Oak Court
Fairfield, OH 45014
Product Evaluation Report
for Florida IBCA
# 73W4-16
MANUFACTURER
Clopay Building Products Company
8585 Duke Blvd.
Mason, OH 45040
513.770.4800
Statement of Compliance.
The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design
and test pressures shown. Based on the testing and rational analysis detailed below, this product is evaluated to be in
compliance with the following provisions of the Florida Building Code:
W Outside the HVHZ- 1606.1 Wind Loads (tested in compliance with FBC 1707.43.1, ref. ANSI/DASMA 108 or TAS 202)
0 Inside the HVHZ: 1619 Wind Loads far HVHZXtested in compliance with. FBC 1707.4.3.1, ref. TAS 202),
1625 Cyclic Tests for HVHZ ref TAS 203), 1626 Impact Tests for HVHZ ref. TAS 201
Description of Product: Steel Pan (min 25 ga.) Double Car (9'2" to f 6'0" wide) WUMD—W-D—e W4 Garage Door
Design Pressures: +24/-24.5 Test Pressures: +36/--37
Specific Models and Technical Documentation:
Model Test Report Drawing Nn_ Cnmme.n"
73 W4, 1500W4,
75W4, I90W4,
HCN-41
10171 ]-Rev05
GLWn approved Per HCN-41 HCN 3. Low head room track
g �� p s approved
84AW4, 94W4
per HCN-126.
42W4, 48W4, 55W4
HCN41
102047-Rev04
Glazing approved per HCN-41, HCN-3. Low head room track approved
r HCN-126.
4RSTW4, 6RSTW4
HCN41
102138-Rev02
Ging moved per HCN-41, HCN 3. Low head room track approved
r HCN426.
4RSFW4, 6RSFW4
HCN-41
102410-RevO]
Glazing approved per HCN-41, HCN-3. Low head room track approved
per HCN-126.
I IORW4,120RW4
HCN-41
101980-Rev04
Glazing approved per HCN-41, HCN-3. Low head room track approved
er HCN-126.
H73W4, H5OOW4,
HCN-41
102486-Rev02
Model uses horizontal reinforcement; door height does not affect
H76W4, H94W4
performance.
H4STW4, H6STW4
HCN-41
102492-Rev01
Model uses horizontal reinforcement; door height does not affect
H2STW4
rmance.
H4SFW4, H6SFW4
HCN-41
102577-Rev01
Model uses horizontal reinforcement; door height does not affect
erformance.
Installation requirements: Installation must be in accordance with manufacturers installation instructions.
Limitations and conditions of use: Jambs, lintels, sills or other structural elements required to prepare openings are not covered.
The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure
and in accordance with current building codes for the loads listed on the drawing(s) referenced above.
Certification of Independence of Evaluation Entity: I hereby certify that (1)1 have no financial interest in Clopay Building
Products Company, (2) I am an independent licensed Professional Engineer in the State of Florida; and (3)1 comply with the criteria
of independence as stated in 9B-72.110 F.A.C.
Signature:
Gary PfiYhler, P. E.
Florida P. E. No. 49850
Date:
edpl�� �a -�'
MODEL ((a) 7NTERMEO4IE 51 LES POR 1$` wAE DOOR 20 Ct NM. END STKES ATTACHED TO DOOR REV DATE DESCRIPTION
_ STANDARD INSULATED At�AcnER
TERMED L-LOG ROP k epi sKiN W!M vATEItfEO roc-L-LDc srsieM oz 2/1/zo0o ADDED ,NMS ATTACHMENT INFOPMAnON
AH
VAETtLWE ADHFSNE (ALONG CENTER) (TOP. BOTTOM d: CENTER).
24 GA 64A, 94 O, ON,W 555 CLA55 OR A OJ 3/16/2090 ADDED LXR TRACK OPTION NOTE; DEI. M/N 02/90
25 GA 73. 75 190 2500 ECTIOw J-1 AVANAB J 04 9l2Dos ADDED sT Lt QUANTITY CHART
QS 00/03/04 ADDED INStMTED MIN 199, IND
r \ \ v WR TOP BRACKET HOPo20Mµ TRACK SUPPOR
y y y ` DDDR INSTALLER TTG 5TRT„il
�rYIEW V WALL HORIZONTAL
I \ ✓ iJ GA. GN.V. STEEL FLAG SRA"V.
l r.^u• FASTENED TO WOOD JAMA WITH
IVN,RI F TRAY% WOOD LAD SCREWS.
r C LAW NFOOM npnuV
1 TRACK t>1yM�+R4fiON
D MEW .G. oP a DOOR
y VitESR ODOR A '
t bC 2' DOW. STEEL TRACK,
MIN. TRACK THICKNESS: Aa0'
(00TH SOCS)N f 14 1 I -
1
TWO POINT LOCKING TYP. RACK Sx12 ET MY. STEEL TAACK BRACKET.
(4) TRACK
BlNCKE15 PER SLOE. (FACf'ORY'AYGDnED)
L�WI MEAO'OuROOM isTCK
AVNLASUE AS AN OPitON
E 495 a' SHEET METAL SCREWS
OHBbiTSET*OCD0 �81R5
SECigN, RC,) O O
7f4'W 4" SELF
TAPPit+� 5CRlvrS
�,7pFt u TTA IND WINDS% ie cA. IMrcnM n NIDE=
OPnOFIK � 5 A OPTIONAL, oUlmot KEYED LOCK POSITION MQ'I.:✓ . vinv
MAK. DOOR WON r tB'-0' �� ( CRET7:1 OR
P" J O CK 5 NO Ol ON 21' CCN1615 C-90
1XwnF FltvA,T!ONc TAC OFhOI , pp��Ayl!pW�pp WGtr ON 1K! Otc N6 txt ,t{'x.1' TAPb'k! SCREN00 24 S (Vl it P/Y CiNRRS (Y,ODO 7 WN WENT
2 W IAO SCREWS ON 19 CCMERB, ! O.D,
RW w0 DhmC1KMS OI' M MRM Wab cP0[ P91 MIN, CONCRL�Ey WASHERS I. Wiitr
M o ppp t� nrC StELVE ANCHORS, t' 0.0. 1iN� WASHERS REOIAD 'N, WASHER REOUIRE0. Lh6 9CREkS MAY 8E COUNIt'MUNK
MAdT 6 +T ' u geoRN! (BUT NOT REgliONTA TO PRMDE A iWSN MDUItRNO
FRONT FRAME WTI71 U.Y. ! rx PAT I.P WIti1 TAPCOF.'S, AKCH9R5 MAY 86 CWtiTEpSdMK URFACL HOPo2ONtAL JAMBS W HOT TA4i5FCR LOAD.
TE.a: COATING ON OUTSIDE SURFACE (0'JT NOT REOURtCO) TO HORIZONTAL
A FLALSN
)tppppRA9 UP TO ,7'�' HIGH 4�pNSiST OF ((1) SEGDGNS VIM16). 6URIACE. HORIZ9MAl .NN89 DO NOT
In
70088 MRA 7 -0 RICH C9NSS'T OF (5) SECTIONS (N'aT S ). TPAHSFER WAD.
STOP MOULDING BY DOOR EN IFI (TO SUIT)
X58 CtA59 OR 20 GA, Mlh, MY, S1EEL ENO 5714$
1/B ACRYLIC LRE HS OR M ETTI FJff. +. I 2x0 YELLOW PINE JAMB
1 DENSTY POIYSTYRLNE I'OAAt INSVLA710N MCLAW INSIDE - LOADS FO,R THE WINO SPEEDB LISTED BFLOVY
LITE RE7KNER ACCORdNC TO THE 2007 FLORIbA 81DG. CODE 20 CN WLY. S1Efl RITB7. 6TLE
J.5 6' THICK WITH YHVL HURCELL PAN HEAD SCREW OR 2000 IBC ASCEF-9R) i0p 111E FgU.ONiNG
WCK[R (INSUtATEO MODELS ONLY) ..F 2' IN" (10 SCREWS PER LRE) CONOTN)NS: 1 ENCLOSECD B DING, 2 DOOR tpp OA. OAA STtt� TRACK
f HLf 1' OF W M IN MLOWG'S ENO DHE, DRACKET$ FABTENtp 0 W'06D ,tWB -
SNAP LATCH ENGAGES F OF 1. 1) Y WIM ONE 5110'x1-0�8' TAO SCRtw
25 9A, LPH, QALY, STEEL SION ONE SNMVERTICAL
L TRACK, W1N p i 17 i l 110 PER iiiRAOK 6RACLtET.
WITH A 111;ION PRUAEA, 7/I$` I.O: ROUHD PUSHNUi 78 ?OyACO,M.V, ST EL CSEETHIM MIN E
AND A pcNEO-ON PDLYSTER INTER, SIRE EACH 510E OF DOOR. LEON, S ODF HFJCNf SOqt ' JO i5' 3D FASiR:BR (ONE PER ROLLER) tiA�P�H/BR To IN ML`fAL6ES Wlf4�
TOP CWT APPLIED TO BOM/ &SCCRRiENMSS
SfD[S OF STEEL SKIN. 2' YY1.1.8ttE1. TRACK FASTENED 70 f 4 fA OA`v, g7EEL ROL!,ER H!NCE
12 CA. GALV, WI TOP OUTSIDE KEYED t2TGAK AhAJ1EWDL T EACH B�RACIf�ET P44ASTiN//CO 7�0 ENDME�TI,+t�SL�EWSW P)
B EfBATTAKCHED %&) HANd.E NO "IN TWO 1/4'+5/8 BODS k NUTS r4) I/4�W/4 5EtF TA➢PR1O SC S PER ENO HINGL
R /8' SHEET METnAL STILE END OR TWO I/4' DM. RNET5,
SNIP LAP JgNTS. EY15 STILI
INSIDE HANDLE INTER. Y Ott SNORT STEM, 10 BALL STEEL ROLLER.
14 GA ON.V. STEEL (S"LE��uR fnNFNu,RlflfiN
LOCH BAR
ENO HINGE. EACH PREPARATION OF ahu90 RY. DIME", SECTION C-C
SRid W/(4� y14Y5 6' IRA"ED ON
SHEET METAL SCR T� ID OWNS. PMMIN' M[ 9CK0 ppRoo
b' TALL U-8AR k (4) 1/4'x3/4' SELF ENOVLOGHON
SiJOE BOLT HANDLE or
06pRE !4[ MrN A 0.45[0 6GL (tMODi"7.
2D CA. ON.v. STEEL TAPPING 5CREw5. STILLOCK CNGAMS
MIN, YE1W StRENOM: 50 K51. INTO VEROCN. THE DESION OF THE SUPpORTtNC SRiUCTURµ ELELtENTS OESDN ENGINEEfl: HMx WESTEHFICLO. P.C.
TAACIi. ONE SFNLL 0E TKE RFSPON5761LOY OF THE PROf'ESSIONAI. OF FLORIDA P,fi. )48490, NC P.E. F17a32, TEXTS P.E. #11.1.3
-d .�JJ 3' 3' TALL x 20 GA DALY, STEEL. U-W5 RECORD FOR THE MALONO ORSTRUME AND INAoc9R04NCE DESIGN LOADS: +24.0 PSF & —24,5 PSF
EACH SCE W M CURRENT BUiL01N0 CODES FDR THE LOADS USTEOONN A 2-1-2-t PATTERN (`I.E, TWO UI-SAPS0008, rHs ONWHG, TEST LOADS: "+36.0 PSF & —37.0 PSF
1-T/B' ON BOTTOM SECTION. ONE U-RAR ON NEM
SECTION ETC,. EACH U-BAH ATTACHED ROLT CWAY I IDINO PRODUCTS COMPANY SEALF4 VWDLMO RATJNO NA%, DCIOR S12Er
WITH 1f4kD 4' S[LF TAPPNJC SCREIYSSEEM esBs DUKE mow. NOTED
PER LE TON, MASON, ON 45040 W4 16'0"1 x 8'0"H
4 pay (si3) 770-4890 DATE, 1/3/97 .. DESCRIPTION,
SECTION A-A TSIDE VIEM.
818pay
OorOoroGon NI W*H, R.—d, DRAWN SYI MIN 73/75/84A/94 18`1 +24/-24.5 PSF DES.
i3 u MY. 5TH!-�TTDM BR,�KEr. BuildingT�I Products � °AD
ATTACHED LOTH 2) /14x5/8' SHEET METAL. SCREWS. A W ONPny9minIe d:014P horl:n oro M4 wb arop rty DRAWING HL415M RC V,
W
4M CI" CPrporo)IOA PTIo moy not t» mprP.4 O CHECKED RY,
T�LwwMjnnom- Comc)anv In any fom Mithovt it,
W9tUH perml0si0M M11 101711 05