2846 Empire Pl - BR08-001623 (GARAGE DOOR) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION
Application
Job Address:
Parcel ID: Zoning:
Submittal Date: __5 C 4 3d DB
Value of Work: $ 00• 00
Historic District:
Description of Work: J!!l/P 614nK 1111Wlvef/,4/ Square Footage:
Permit Type: Building 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 # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential Commercial
Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
Property Owner: A6t Q'11 Z L// Contractor:
r X-4:5v 1-
7- Address:5lD Vli „///ram « Address: /;I1_0 Tl 7ead1 .3
3 zrarr SoTa /l 3 Za 3a Phone: V40/'
5'.25/' f57M-mail: Phone: " % tate License Number: cQcl32 G %3w Bonding Company:
Address Architect/
Engineer:
Mortgage Lender:
Address: Phone:
Address:
ee ,//
Plan
ReviewContactPerson: i/rf 1G G! Ph ne. l?7 ` .2yFax: Fax: E-
mail:
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 appli ble to this county,
and there may be additional permits required from other governmental entities suc as Jitter Acceptance of
permit is verification that I will notify the owner of the Signature of
Owner/Agent Date Print Owner/
Agent's Name Signature of
Notary -State of Florida Date Owner/Agent
is _ Personally Known to Me or Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 07.
07 UTIL: FD:
that may
be found in the public records of istricts, state
agencies, or federal agencies. Lien Law,
F b Pri
ontractor/
Agent's N Signature of
Notary -State of Florida Date ya N
Fh,o Contractor/Agent
ICQ9 19 M Produced IIIg;
K l awl• a. m
Q
PIQta. .
r-,c ,
0, X. Yp , ;
Rev. 3/27/07)
I.
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
iAJL L.—L_i.- i tlk_
V1
DAYID JOHNSON. C1TA, ASA F,
b
PROPERTY J m
APPRAISER
SEMINOLE COUNTY FL U 1101
E. FIRST sT SANFORD,
FL3277f•1468 r
0
a.
407-
665-7506 1C
2008
WORKING VALUE SUMMARY Amendment
1 impact not reflected. GENERAL
Value Method: Market Parcel
Id: 06-20-31-505-OD00-0080 Number of Buildings: 1 Owner:
VIDAL RAQUEL Depreciated Bldg Value: $98,650 Mailing
Address: 2846 EMPIRE PL Depreciated EXFT Value: $0 City,
State,ZipCode: SANFORD FL 32773 Land Value (Market): $22,624 Property
Address: 2846 EMPIRE PL SANFORD 32773 Land Value Ag: $0 Subdivision
Name: WOODMERE PARK 2ND REPLAT t-Market V;+!:_,_. $121,274 Tax
District: S1-SANFORD Assessed Value (SOH): $56,875 Exemptions:
00-HOMESTEAD (1997) Exempt Value: $25,500 Dor:
01-SINGLE FAMILY Taxable Value: $31,375 Tax
Estimator Portability
Calculator 2007
VALUE SUMMARY SALES
Tax Amount(without SOH): $1,894 Deed
Date Book Page Amount Vac/Imp Qualified 2007 Tax Bill Amount' $554 WARRANTY
DEED 10/1978 01195 0246 $22,300 Improved Yes Save Our Homes SOH_$av_ings:. $1,340 WARRANTY
DEED 01/1976 01109 0928 $20,500 Improved Yes 2007 Taxable Value: $29,718 Find
Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
LAND
LEGAL DESCRIPTION Land
Assess Method Frontage Depth Land
Unit Land g
p Units Price Value PLATS:
Pick... LEG
LOT 8 BLK D WOODMERE PARK 2ND FRONT
FOOT & 62 117 .000 410.00 $22,624 REPLAT PB 13 PG 73 DEPTH
BUILDING
INFORMATION Bid
Year Base Est. Cost Bid
Type Fixtures Gross SF Living SF Ext Wall Bid Value New
NumBitSFBuilding
1 SINGLE
1972 5 986 1,478 986 CONC $98,650 $118,856 Sketch
FAMILY BLOCK Appendage
I Sqft UTILITY FINISHED / 168 Appendage
I Sqft OPEN PORCH FINISHED / 48 Appendage
1 Sgft GARAGE FINISHED / 276 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, http://www.
scpafl.org/web/re_web.seminole_county_title?PARCEL=0620315050D00008O... 5/2/2008
r- 7
APR-23-2008 13:14 Plot
0
Wayne -Dalton Installation Service Provider Work Order
Field Inspection
Opening Width: Opening Height:
Floor to Ceiling Measurement:
Side Room Measurements Left: Rlght:
Is the Floor Level; Yes No
Concrete Threshold: Yes No
Opener on Site: Yes No
Opener Meets Code: Yes No
Opener Model:
InstallingDealer Name :D&D GARAGE DOORS INC LOCATION Fax: 19413772979 Installer
S/O# : 75991 /C4lU` Install
Sold By : LOWES STORE 01657 Ship Date: Sin Customer
Name : RAQUEL VIDAL Address :
2a46 EMPIRE PLACE X'
rr1 PEPERM#
Home
Phone: (407) 324-897ANFORD FL i77Alternate Phone:
DATE: Door Information
Quantity: 1
Model; DR, e000, CRP, WHT, 4 - 4 , 08' 00 "X07 Size B'
x 7' Look OMIT LOCK Color WHITE
Track 12" RADIUS Sprin TORQUEMASTER
Inserts N/
A Sect N/A Opener Info:
none Additional Notes:
4/23/
09 ORDER HAS BEEN CONVERTED AND SCHED TO SHIP ON 5/2 UNDER SO If 7042359. LA BOR PO
IS 55355091 AND 5S155000. 11' I'S FOR. PERMIT, DOOR, AND ADDTL JAMBWORK S11 2. DRAWING #
1101. THANKS! ANNDI 0 PF2
5 It' ;
4E
County Permit
Acqulred: Yes No by whom;
installer Homeowner Store Require Impact
Door; Yes No Exposure Category:
B C Home Elevation:
1 Story 2 Story MPH Required:
Jambs Up
to Code: Yes No material: Wood
Concrete Block Electric Door
Opener: New Relocate Reconnect No Is There
a Grounded Electrical Outlet Within,3' of Opener Head: Yes No Custom Work
Required (detail work needed and quote payment require VIPWED PLMNO
HomeownerSignature:
f"'ITY F ANSFOR"La)" 0 %J FaxResultsto (
800) 847-3227 Phone (800) 827-3667
R
Maximum Size AMPraxais 3-Second Gust Basic Mind SPOWs MPH
Exposure B Exposure C Exposure CcR
Positive Negative Mean Roof Mean Roof Mean Roof
t7 tlon Cade Desl n PSF Des n PSF Width Height Revision # is
Sa!M Level Height 5 30' Height 516' Height S 25,
1100 15.90 18.20 9'-0" 14'-0" P1 FL 8248_ Yes 2 100 90 85
a1101 22 90 26.30 ..- B.-0N" 14'-Q P1.,__ FL,8248: GDR-42 Yes 4 120 . _
730 _
105 1
11'Q2 26.90 30.80 9'-0" 14'-0" P1 FL 8248 GDR-42 Yes 5 115 110
1103 35.70 41.00 9'-0" 14'-0" P1 FL 8248 GDR-42 Yes 7 150 135 125
11042 46.00 52.00 9'-0" 14'-0" P1 FL 8248 GDR-42 Yes 10 170 150 146
1120 12.40 13.80 161-0" 14'-0" I P1 FL 8248 Yes 1 90 80 75
1121 15.30 17.00 16'-0" 14'-0" P1 FL 8248 Yes 2 100 90 85
1122 23.00 25.00 161-0" 14'-0" P1 FL 8248 GDR42 Yes 4 120 110 105
1123 30.00 33.50 16'-0" 14'-0" P1 FL 8248 GDR-42 Yes 6 140 125 120
11242 34.40 38.30 161-0" 14'-0" P1 FL 8248 GDRA21 Yes 7 150 135 130
11252 46.00 52.00 16'-0" 14'-0" P1 FL 8248 GDR42 Yes 10 170 155 150
1140 12.40 13,80 18'-0" 14'-0" P1 FL 8248 Yes 1 90 80 75
1141 18.50 20.70 18'-0" 14'-0" P1 FL 8248 GDR-42 Yes 3 110 100 951142234.40 38.30 18'-0" 14'-0" P1 FL 8248 GDR-42 Yes 7 150 135 130
1143 Post 34.40 38.30 18'-0" 8'-0" P1 FL 8248 GDR-42 Yes 7 150 135 130
1144 Pose 46.00 52.00 18'-0" 81-0" P1 FL 8248 GDR-42 Yes 10 170 155 150
0304 U-Bar Post 31.00 36.00 9'41 8'-0" P4 FL4965 Yes 6 140 125 120
0305 U-Bar Post 46.00 52.00 9'-0" 8'-0" P3 FL4965 Yes 10 170 155 150
0223 U-Bar Post 22.00 24.60 16'-0" 8'-0" P6 FL4965 Yes 4 120 105 100
0219 U-Bar Post 40.00 44.50 16'-0" 8'-0" P7 FL4965 Yes 8 160 146 140
0303 U-Bar Post 34.40 38.30 18'-0" 8'-0" PS FL4965 Yes 7 150 135 130
1. All doors tested for uniform static air pressure per ANSUDASMA 108 or TAS 202 to test pressure of 1.5 x design pressure
2. Also tested for large missile impact and cyclic wind pressure per ANSI/DASMA 115 or TAS 201/203
3. FBC - Florida Building Commission, TDI - Texas Department of Insurance
4. Above wind speeds applicable for residential garage doors installed on buildings with any roof slope and commercial doors installed on buildings with roof slope 510°.
Wind speeds also applicable only to enclosed structures with an importance factor of 1.0 and assume a maximum of 2' of the door is located within the end zone *f a
structure. Consult a registered Architect or Structural Engineer for applicability for other project specific conditions.
S. Glazing is not impact resistant and does not meet the requirements for Wind -Some Debris Regions
Residential
Page 1 of 11
11/1/07
NOTE&
1, GLAZING OPTIONS - .D90" MINIMUM
SSB GLAZING IN MOLDED FRAMES 13 CA HORIZ ANGLE
SCREWED TOGETHER NTH A MINIMUM OF
10) #'Bx1" SCREWS INSTALLED IN TOP OR
INTERMEDIATE SECTION (WITH OR WITHOUT 13 GA FLAG ANGLE
DECORATIVE INSERTS) MEETS UNIFORM
STATIC WIND PRESSURES SHOWN ON THIS
DRAWING. GLAZING IS NOT IMPACT 16 GA MIN HORIZ
RESISTANT AND DOES NOT MEET THE TRACK
REQUIREMENTS FOR WIND-BORNE DEBRIS
REGIONS. 5/160-5/8"
LAG SCREW (MIN 3
2. VINYL OR WOOD DOOR STOP NAILED A AS SHOWN)
MAXIMUM OF 6" O.C. MUST OVERLAP TOP
AND BOTH ENDS OF PANELS MINIMUM 16 GA MIN VERT -
7/18" TO MEET NEGATIVE PRESSURES. TRACK
3. KEY LOCK, SLIDE LOCK, OR OPERATOR
REQUIRED,
4. LOUVER OPTION - .080" MINIMUM
ALUMINUM LOUVERS IN MOLDED FRAMES
SCREWED TOGETHER WITH A MINIMUM OF 1/4-20x9/16" TRACK
10) #Bxi" SCREWS INSTALLED IN THE BOLT AND 1/4-20 HEX
END PANELS OF THE BOTTOM SECTION. NUT AT EACH JB-US
JAMB BRACKET LOCATION
5. SECTION STEEL TO HAVE A MINIMUM
26 GA THICKNESS.
5/16x1-5/8" LAG-,,,
6. THE DESIGN OF THE SUPPORTING SCREW AT EACH
STRUCTURAL ELEMENTS SHALL BE THE JAMB BRACKET
RESPONSIBILITY OF THE PROFESSIONAL
OF RECORD FOR THE BUILDING OR
STRUCTURE AND IN ACCORDANCE MATH
CURRENT BUILDING CODES FOR THE
LOADS LISTED ON THIS DRAWING.
7. DOOR JAMB TO BE MINIMUM 2x6 15 CA STIFFENED J
STRUCTURAL GRADE LUMBER. REFER TO JAMB BRACKETS
JAMB CONNECTION SUPPLEMENT FOR SEE SCHELDULE FOR
ATTACHMENT TO SUPPORTING STRUCTURE. QUANITY, LOCATION,
AND TYPE
8. FOR LOW HEAD ROOM LIFT
CONDITIONS, TOP BRACKET SHALL BE A KEY LOCK OR SLIDE LOCK
13 GA LHR 7/4 TOP BRACKET WITH A ONE END (NOT REQUIRED
MINIMUM OF (3) 1/4-140/8" SELF WITH OPERATOR - SEE
DRILLING CMMPTITE SCREWS IN LIEU OF NOTE 3). SLIDE LOCK
THE BRACKET SHOWN ON THIS DRAWING. SHOWN FOR CLARITY
NOTE: 4) SECTION SOLID DOOR
SHOWN. SEE SHEET 2 FOR U-BAR
LOCATIONS ON DOORS MATH OTHER
SECTION QUANTITIES AND SEE NOTE 1
THIS SHEET FOR GLAZING OPTIONS.
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
DOOR
WIDTH
DOOR
HEIGHT
UNIFORM LOAD EACH JAMB (PLF)
B -0 ALL 91.6 -105.2
9'-0" ALL 103.1/-118.4
13 GA ROLLER SLIDE ATTACHED TO
BRACKET MATH 5/16-18 BOLT & NUT
IN CENTER SLOT AND 1/4-2Ox9/16"
TRACK BOLT & 1/4-20 HEX NUT
THROUGH ANY TWO ALIGNING HOLES
13 GA COMMERCIAL 'A' FRAME
TOP BRACKET ATTACHED WITH
4) 1/4-14x7/8" SELF
DRILLING CRIMPTITE SCREWS \
7 ADD (2) 1/4-140/8"
SELF DRILLING CRIMPTITE SCREWS
16 GA END STILE - INSIDE OF EACH END HINGE
1 2" NYLON STORMGARD ROLLER ,
OATH 4-1/2" STEM--_ \
14 GA MADE BODY END
HINGE ATTACHED WITH
4) 1/4-14x5/8" SELF
TAPPING SCREWS-
B
18 GA NARROW BODY Q
INTERMEDIATE HINGE
ATTACHED WITH (4)
1/4-14x5/8" SELF
TAPPING SCREWS
0
14 GA BOTTOM BRACKET
ATTACHED WITH (2)
1/4-14x7/8' SELF DRILLING
CRIMPTITE SCREWS AND (1)
1/4-144/8" SELF DRILLING ® \
TAMPER RESISTANT SCREW tO
JAMB BRACKET SCHEDULE
DOOR
HEIGHT
N0. OF
SECTIONS
NO. OF JAMB
BRACKETS
EACH JAMB)
LOCATION N LIN OF JAMB
BRACKETS MEASURED FROM BOTTOM
OF TRACK (ALL DIMENSIONS t 2")
6'-0' 4 3 4 33-1/2 (JB-US), 47-1/2 01
6'-6" 4 4 4" (ql), 34" (JB-US), 44" (Q)), 56" (JB-US)
7'-0' 4 4 4' (01), 29-1/2` (JB-US), 44" (01). 63-1/4" (JB-US)
7'-6" 5 4 4" (01). 28-1/2" (JB-US), 43 (01). 62-1/2" (01)
8'-0` 5 5 4" (01), 34" (JB-US), 46" (01), 58" (JB-US), 66-1/2" (01)
B.-011 PEE NOTE BELOW
20 GA CENTER STILE DOOR
m
NOTE:
JB-US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABOVE.
Q1) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK.
ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS.
STATIC PRESSURE RATINGS APPROVED SIZES S
DESIGN (PSF): +22.90/-26.30 MAX WIDTH: 9'-0"
llulm TEST (PSF): +34.35/-39.45 MAX HEIGHT: 14'-0' DI
MOM IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" Cl
MODELS 8000/8100
3395 ADDISON DRIVE
MARK R. BARROW, PE PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1101
FLORIDA LICENSE NO. 57389 (850) 474-9890
REVISIONS
N.T.S. [SIZE: A
5/10/06 CRT
EDT 1/22/07 MR8
SHEET 1 OF 2
DRAWING PART NO.
I
REV.
3270' P
REVISIONS
U 1% U
U-BAR LOCATIONS
8) SECTION DOORS WITH
5) 3" 20 GA 80 KSI U-BARS
LOCATED AS SHOWN
7) SECTION DOORS WITH
4) 3" 20 CA 80 KSI U-BARS
LOCATED AS SHOWN
6) SECTION DOORS WITH
4) 3" 20 GA 80 KSI U-BARS
LOCATED AS SHOWN
5) SECTION DOORS MATH
3) 3" 20 GA 80 K9 U-BARS
LOCATED AS SHOWN
4) SECTION DOORS WITH
2) 3" 20 GA 80 KSI U-BARS
LOCATED AS SHOWN
ATTACH U-BARS WITH
2) 1/4-14x7/8" SELF
DRILLING CRIMP71TE SCREWS
AT ALL STILE LOCATIONS, TIP.
STATIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.T.S. SIZE: A
W= DESIGN (PSF): +22.90/-26.30 IMAX WIDTH: 9'-0" 1 DATE I NAME
TEST (PSF): +34.35/-39.45 1 MAX HEIGHT: 14'-0" JDRAWN 1 5/10/06 1 CRT
IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHECKED 1/22/07 MR13
MODELS 8000/8100 SHEET 2 OF 2
3395 ADDISON DRIVE DRAWING PART NO. REV.
MARK R. BARROW, PE PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1101 327010 PFLORIDALICENSENO. 57389 850) 474-9890