325 Live Oak Blvd - 08-000575 (2008) REPLACE GARAGE DOORCITY OF SANFORD PERMIT APPLICATION
Appll6tiort #'` ® _ S Submittal Date: 14169
Job Address: i3<
7- Lr u. e k EIV c • Value of Work: $
Parcel ID: lI 20'J®- rJUS -0050'` 074-10 Zoning: Historic District:
Description of Work: li . /jjfie f 0 Square Footage:
Permit Type: Building VL Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
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
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential lk Commercial Industrial
of Gas Lines
Plumbing Repair -Residential Commercial
Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required )
e" Property Owner: " 4 S l //vi ! vii+ 4'tos Contractor: -'D7 t *1 t
K
5 • =' i '`
Address: 3 G 1310 Address: 41S 2 &+
Phone:
7 13 - %3.3Q E-mail: P n r ' 7 State License Numb,XP - J I/ X
Bonding Company:
Address:
Architect/Engineer:
Address:
Plan Review Contact Person:
Mortgage Lender:
Address:
Phone: Fax:
Phone:
Fax:
E-mlil:
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 CONDITIONERS, etc. .1
DWNER'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
Donstruction 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 vcrification that I will notify the owner of the property of the requireme of F a Lien
Signature of Owner/Agent Date Signature of Contractor/Agent Date
f4, ,- kQ-e, I 5%e7t,"1 ' V S
Print Owner/Agent's Name Print Contractor/Agent's lame
Signature ofNotary -State of Florida
Owner/Agent is_ Personally Known to Me or
Produced ID
kPPROVALS: ZONING:
special Conditions:
tev 02/2007
Date
UTIL: FD:
Signature ofNotary -State of Florid\•\ti`' i tDaa'i/`/
o
Contractor/Agent is _ Persi a 00 i 98 QProducedIDLTp
A te. _ Ali 26 M
DAviD JOHNSON, CFA, ABA 2 31
PROPERTY Y' 4= J
APPRAISER
3 .jy437
SEMINOLE COUNTY FL.
44 3,
3 7.3 3)
1101 E. FIRST sT
SANFOQ2D, FL 32771-14U 41
407-66B-7506 1
2008 WORKING VALUE SUMMARY
Value Method: Market
GENERAL Number of Buildings: 1
Parcel Id: 11-20-30-505-0000-0740
Depreciated Bldg Value: $113,882
Owner: WALLS THOMAS E JR Depreciated EXFT Value: $0
Mailing Address: 325 LIVE OAK BLVD Land Value (Market): $33,000
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: 325 LIVE OAK BLVD SANFORD 32773 Just/Market Value: $146,882
Subdivision Name: HIDDEN LAKE PH 3 UNIT 1 Assessed Value (SOH): $68,430
Tax District: S1-SANFORD Exempt Value: $25,000
Exemptions: 00-HOMESTEAD (1994) Taxable Value: $43,430
Dor: 01-SINGLE FAMILY Tax Estimator
Tax Reform Calculator
2007 VALUE SUMMARY
SALES Tax Amount(without SOH): $2,286
Deed Date Book Page Amount Vacllmp Qualified 2007 Tax Bill Amount: $779
WARRANTY DEED 04/1987 01843 Q177 $56,000 Improved Yes J Savings: $1,507SaveOurHomes(SOH
WARRANTY DEED 08/1983 01482 1738 $44,900 Improved Yes 2007 Taxable Value: $41,761
Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION
Land Assess Land Unit Land
Frontage Depth
PLATS: Pick...
Method Units Price Value LEG LOT 74 HIDDEN LAKE PH 3 UNIT 1 PB
LOT 0 0 1.000 33,000.00 $33,000 27 PGS 44 TO 47
BUILDING INFORMATION
Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
Num
1 SINGLE 1983 6 1,064 1,422 1,064 BOCKONC $113,882 $126,535
FAMILY
Appendage / Sgft GARAGE FINISHED / 308
Appendage / Sgft OPEN PORCH FINISHED / 50
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
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
EVALUATION ENTITY
44 1` Gary Pfuehler, P. E.
5665 Green Oak Court
Fairfield, OH 45014
Product Evaluation Report
for Florida DCA
Evaluation Report # 73 W4-09
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:
Outside the HVHZ: Wind Loads (tested in compliance with FBC 1714.5.3.1, ref. ANSI/DASMA 108 or TAS 202)
O Inside the HVHZ: Wind Loads forHVHZ (tested in compliance with FBC 1714.5.3.1, 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.) Single -Car (up to 9'0"wide) WINDCODE' W4 Garage Door
Design Pressures: +25/-32 Test Pressures: +37.5/48
Specific Models and Technical Documentation:
Model Test Report Drawing No. Comments
73W4, 1500W4, Glazing approved per HCN-I85C, HCN-3. Low head room track
75W4, 190W4, HCN-120 AB 300159-Rev08 approved per HCN-126.
84AW4, 94W4
76W4 HCN-120 AB 102429-Rev01 No lites allowed. Low head room track approved per HCN-126.
Glazing approved per HCN-185C, HCN-3. Low head room track
42W4148W4, 55W4 HCN-120 AB 102046-Rev06 approved per HCN-126. Glazing
approved per HCN-I85C, HCN-3. Low head room track 4RSTW4, 6RSTW4 HCN-120 AB 102137-Rev03 approvedper HCN-126. Glazing
approved per HCN-I85C, HCN-3. Low head room track 4RSFW4,
6RSFW4 HCN-120 AB 102409-Rev02 a roved per HCN-126. 2RSTW4
HCN-120 AB 102430-Rev01 No lites allowed. Low head room track approved per HCN-126. Glazing
approved per HCN-I85C, HCN-3. Low head room track 11
ORW4,12ORW4 HCN-120 AB 101979-Rev05 a roved per HCN-126. H73W4,
H50OW4, HCN-120 AB 102485-Rev03 Model
uses horizontal reinforcement; door height does not affect H76W4,
H94W4 performance. No lites allowed on model H76W4. H4STW4,
H6STW4, HCN-120 A/B 102491-Rev02 Model uses horizontal reinforcement; door height does not affect H2STW4
rformance. No lites allowed on model H2STW4. Model
uses horizontal reinforcement; door height does not affect H4SFW4,
H6SFW4 HCN-120 AB 102576-Rev02 performance.
Installation
requirements: Installation must be in accordance with manufacturer's installation instructions. Limitations
and conditions of use: Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The
design of thesupporting 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
independenceas stated in 9B-72.110 F.A.C. Signature:
GaryPfue.
Florida
P. E. No. 49$50 Date:
VIANb
REVIEVVEtv ITY
0 b F""C% A
la #%AN
Fii.
E: 73 W4-09-REv02 DATE:
MODEL
STANDARD I INSULATED
24 GA I 84A 94
25 GA 1 73 75 190 1500
TILETTACHEDW/ TOC1'LI LOC M(TOPT&SSOTlURETHANEADHESIVE (ALONG CENTER)
OPTIONAL DSS OR 1/8" ACYRUC LITES AVAILABLE, OPTIONAL
ACRYLIC GLAZING IS PLASKOUTE OPTIX OR LUCITE CP
APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC q DENSITY POLYSTYRENE FOAM
2606 (SEE SECTION B-B) 1-5/16• THICK WITH VIM,
BACKER (INSULATED MD
20 GA. MIN. END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 CA. MIN. STEEL'
p XTOP, BOTTOM & CENTER). SKIN COATED WITH GALV,
BAKED -ON PRIMER,
AND A BAKED -ON POLYESTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
THE OPTIONAL GLAZING SHOWN ON THIS DRAWING MEEK THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BLALDING CODEORINTERNATIONALBURRINGCODEBUTDOESRQTMEETTHE
IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
REGIONS (REF. CHAPTER16 FBCjBC)
LOCK POSITION
BOTH SIDES)
TWO POINT LOCKING END SLIDE BOLT
STILE LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SLIDE BOITTLOCKOPTION
DOOORS ,OVERDOUPT07' 0" HIGHHCONSIS(CONSIOFF (5) SECTIONSOF C4) SECTIONS(NOT SHOWN). TAPPING 8"
SHEET
METAL SCREWS O O
1/4"
x3/4' SELF SCREWS. 14
GA
END HINGE S 18GA. INTERMEDIATE HINGE VIEW 9
VIEW *C 2x6 YELLOW
PINE JAMB 12 GA.
GALV, STEEL TRACK BRACKETS FASTENED
TO WOOD JAMB WITH ONE
5/16"x1-5/8" LAG SCREW PER TRACK
BRACKET. 2" GALV.
STEEL TRACK FASTENED TO 12 GA.
GALV. STEEL TRACK BRACKETS. TRACK ATTACHED
TO EACH BRACKET WITH TWO
1/4"x5/8" BOLTS & NUTS OR TWO
1/4' DIA. RIVETS. REVI 03
3"
TALL
U-BAR 04 20 GA.
GALV. STEEL 05 2` THICK
06 3' I
07 0 1-
7/8" I —••I 08 r—" 1
T
DATE I
DESCRIPTION 12/1999
ADDED JAMB ATTACHMENT INFORMATION 1/2000
DESIGN LOADS WERE +/-24.2; ADD_ 50 KSI STI 3/16/
2DOO ADDED LHR TRACK OPTION NOTE; DEL, M/N 82, 9 2003
CLARIFY GLAZING OPTIONS OB 03/
04 ADDED INSULATED M/N 190, 1500 05/19
05 UPDATED CODE REF. HORIZONTAL TRACK
SUPPORT BY DOOR INSTALLER (
TO SUIT) 15 GA
GALV. STEEL TOP ROLLER BRACKET.
EACH BRACKET ATTACHED
W/(3) B r—
114.
5/
8' SHEET METAL CREWS. 13GA. GALV. STEEL FLAG BRACKET. LAP ,/q,
EACH FASTENED TO WOOD JAMB WITH 3) 5/
16"x1-5/8" WOOD LAG SCREWS. END HINGE.
EACH TRACK CONFIGURATION STILESNED TO
END W/( YT,1.5/0• S SELF K
DOOR d (4SHEE,%ET4'.J/4" HEIGHT "L" TAPPING SCREWSOII2"
GALV. STEEL TRACK, 7 _ 50 L^
MIN. TRACK THICKNESS: .060" _ 3" TALL
x 20 GA GALV. STEEL KSI MIN U-
BAR. ONE U-BAR PER SECTION. EACH
U-BAR ATTACHED WITH TWO
1/4"x3/4' SELF TAPPING SCREWS PER
STILE LOCATION. TYP. 2-1/2"02 GA. GALV. STEEL TRACK BRACKET. z 4)
TRACK BRACKETS PER SIDE. (FACTORY ATTACI)1ED) UQjE; DOUBLE
TRACK LOW HEADROOM
IS VERTICAL JAMB
ATTACHMENT (C-00 BK OR AVAILA LE AS AN OPTION I MIN.
CONCREjE„COLUMN): 13 GA. GALV. STEEL BOTTOM BRACKET, 3 8x4SLEEVEANCHORBOLTSON24" CENTERS (BOTH ATTACHED WTH TWO 1144/8' ' C-90BLOCKOR2.000 PSI MIN. CONCRETE) OR SHEET METAL SCREWS. FRONT FRAME WITH U.V. 1/4"x4' TAPCON SCREWS ON 24" CENTERS (2,000 COATING ON OUTSIDE SURFACE PSI MIN.
CONCRETE). WASHERS INCLUDED WITH ALUMINUM EXTRUSION d VINYL
WEATHERSTRIP. SLEEVE ANCHORS, 1" O.D. WASHERS REQUIRED WITH TAPCONS.
ANCHORS MAY BE COUNTERSUNK SECTION A -A (SIDE VIM n BUT NOT
REQUIRED) TO PROVIDE A FLUSH THIS DOOR MEETS R EXCEEDS DESIGN GLAZING II MOUNTING SURFACE.
HORIZONTAL JAMBS DO NOT LOADS FOR THE WIND SPEEDS LISTED BELOW TRANSFER LOAD. ACCORDING TO THE FLORIDA BLDG. CODE MOLDED INSIDE OR IBC (
ASCE7) FOR THE FOLLOWING LITE RETAINER SECTION B-6 STOP MOULDING
BY DOOR INSTALLER (TO SUIT) CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR #13.3/4" PAN HEAD SCREW 20 GA.
MIN. GALV. STEEL END STILE HAS 2' OF WIDTH IN BUILDING'S END ZONE, (10 SCREWS PER LITE) 0 El 3IMPORTANCE
FACTOR OF 1.0 4) ANY 20 GA
GALV. STEEL INTER. STILE WIND SPEED MPH K 100 110 110 120 STILLS EXPOSURE LEVEL
6 0' C '
C
INTER. MEAN ROOF
HEIGHT 30' 30' 20' 30' SNAP LATCH ENGAGES STILE ONTO VERTICALTRACK. 18 CA.
GALV, STEEL CENTER HINGE ONE SNAP LATCH ON LOCDFASTENED TO
INTER. STILES W 4) INTER. STILE EACH SIDE OF DOOR. ENGA 14x5/8"
SHEET METAL SCREWS. TRA .. OUTSIDE EAC :SIM L-14
GA. GALV. STEEL ROLLER HINGE OUTSIDE KEYED HANDLE C 0 FASTENED TO
END STILES EACH W/(4) LHR 70P BRACKET HANDLE 0. 14x5(B"
SHEET METAL SCREWS ANDD DOUBLE HORIZONTAL END 4S 1/
4 x3/4' SELF TAPPING SCREWS PER END HINGE. TRACK STILE OUTSIDE KEYED
LOCK DIA. SHORT
STEM, 10 BALL STEEL ROLLER. INSIDE HANDLE LOCK BAR LOCKING VFRT I (
L4MB ATT CHAP M (WOOD FRAME RUILDINGSI: 1/2
E LAG SCREWS ON 24 CENTERS. 1" 0.0. AI1QN WASHER REQUIRED. LAC SCREWS MAY BE COUNTERSUNK BUT NOT
REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL
JAMBS DO NOT TRANSFER LOAD. THE DESIGN
OF THE SUPPORTING STRUCTURAL ELEMENTS THE RESPONSIBILITY
OF THE PROFESSIONAL OF FOR THE
BUILDING OR STRUCTURE AND IN ACCORDANCE MENT BUILDING
CODES FOR THE LOADS LISTED ON DESIGN ENGINEER:
MARK WESTERFIELD, P.E. DOUBLE TRACK
OUTSIDE KEYED LOCK FLORIDA P.E. N48495, NC P.E. #23832, TEXAS P.E. #91513 LOW HEADROOMOPTIONSNAPLATCHLOCKONq,L pA,py AR[ Nxu D W OLuc DES GN PTIOLOADS: +25.0 P.S.F. & -32.0 P.S.F. 1N10 xI01"" RnL(°
IIMS)• TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. SCALE' VINDLDAD RATING
NAx. DOOR S12E NOTED , CLOPAY BUILDINGPRODUCTSCOMPANY / q. 9'W x 8'H la 1w do
8585 DUKE BLVD, DATE' 9/23/96 DESCRIPTIONMASON, OH 45040 BuildingProducts (513) 770-
4800 DRAVN IT. MWW 73 75/84A 94, 9'W +25 -32 DRAVING NA+BER
RCN cmp.Y Co
p— 1. All Rpnt. R.—d. CHECKED Br. Company 300159 oaPERMIT # DAZE;