1402 Oleander Ave 11-1197F=
1000
ll
Application 1' I Documented Construction Value: $
Job Address: / Ta -z 0 (meg c e - /�� Historic District: Yes ❑ No
Parcel ID: Zoning: '
Description of Work: s:12 �`_' o% /,A / -J. <
CITY OF SANFORD
APfj�11.2011 BUILDING &FIRE PREVENTION
v
uv. PERMIT APPLICATION
Plan Review Contact Person: 0 -S►M P ��ZN C Title:
Phone: 3Q.r— __2yr9 % Fax: �,0% /1'J`--�f�d E-mail:
l C1�19n� �D/►i67 S Property Owner Information j
NamePhone: Ve % 2-12
• _ T7 _
Street: o &evxh�� �v_ Resident of property?
City, State Zip: J`-G�h f 0 ✓cl
Contractor Information r
Name
Street:
City, State Zip: _
Phone:
Fax:
State License No.:
Architect/Engineer Information
Name: 'v"l
Street:
Phone:
Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Building Permit ❑
Square Footage:
No. of Dwelling Units:
Electrical ❑
Mortgage Lender:
Address:
1.:, In in
sr,soll 13 asst , : A1jq vtr;oxi ��'•tl ,+�
PERMIT INFORMATION ztos a' dol z''"'' .rl�o1o3 0
t111Y1/1
rare �is:t:� !6r,�.isFi ;l�ssOtdi tsah,7t �,
Construction Type: No. of Stories:
Flood Zone:
Plumbing ❑ "
New Service-, No. of AMPS: New Construction - No. of Fixtures:
E
Mechanical Il (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads:
NOTES TO BUILDER/CONTRACTOR:
1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DI ENSIONS
SHOWN ON THE PLANS ALWAYS TAKE PRECEDENCE. OVER SCALE
OF DRAWINGS.
2. VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR I BEARING
FOOTINGS PRIOR TO FOUNDATION POUR,
3, THESE PLANS WERE ASSEMBLED WITH THE INTENT TF AT ANY
PERSON REASONABLY EXPERIENCED IN CONSTRUC ION WILL BE
ABLE TO 'BUILD THE STRUCTURE SHOWN ON THES PAGES.
HOWEVER, THESE PLANS ARE NOT TO BE CONSIDf RED A
COMPLETE CONSTRUCTION INSTRUCTION MANUAL, J,OR A.
COMPLETE TREATISE ON THE APPLICABLE CODES,
4, READ AND UNDERSTAND ALL DETAILS BEFORE COMM NCING
CONSTRUCTION. MANY DETAILS REQUIRE A DEVIA ON FROM
STANDARD BUILDING PRACTICES SUCH AS REDUC _ STUD
SPACING, SPECIFIC LUMBER SPECIES, OR A PARTI ULAR
ORDER -OF -ASSEMBLY. THESE THINGS ARE MUCH ASIER TO
CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER
THEY ARE ALREADY IN PLACE
5. IF AT ANYTIME QUESTIONS ARISE ABOUT THE INTENT OF A
NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE
CONTACTED AND RECEIVED CLARIFICATION FROM
DDB SWEET,INC,
NO. REVISION AND DATE
4/13/11
ITEM
WIND
IATA ADDED TO COVER SHEET
LEGAL DESC RIPTIC,
LEG LOT 1 B;OYKIN P CE PB 7 PG 20
_ PARCEL I.,DI I
PROP. I,D,# 35-.-T-3c, 506-0000-0(110
SCOPE 0 F, VrJOIRK
CONSTRUCT PROPOSED UTILI (Y SHED, PIER
FOUNDATION, WOOQ FR MED WALLS, ONV. FRAMED.
cfna
I e�
i
AREA TP,BLJLATION
PROPOSED SH D AREA 144 SQ. FT,
rINDSPEED 12 MPH %3 s C.IND IMPORT�NC FACTOR = 1.0
WIND EXPOSURE ATAGORY "B
EXT. COMPON�AN AND CLAD ING — + 12.5 TO —
19.9 PSF
WINDOW PREgSU E _ + 23.e TO — 25.1 PSF
INTERIOR PR SS E _ + 25 9 T — 28.1 PSF
i
PECIA -IZED IN:
RCH11 ECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES
ENGINE ERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS
ROJE T MANAGEMENT
-- -
FAX. (407)495-3460
SUWON WC Phone. (305)280-5507
"We Bring Vis ns To ' mail: dd0sweet@earthlink.net
I
_ LAN FOR: F IC ARD JONES
102 S. OLEANDER
ADDRS A FORD, FL. 32771
R.H. WIT SON & ASSOCIATES f -
COVER
RONAL4N. WILSON P.E.LIC. # 9710 DAT 0 /2010 S. ALE: PAGE
PROP. I.P.35-19-3?-5 6-0000-0010
PHONE: 407-6$2-4052. FAX 407-682-3841
DBL 2"x8" P.T. SILL
PROPOSED
T1-11 EXT.
TYP.
?v R P.T. FLOOR JOIST 16" O.C.
FOUNDATION PLAN
1/41)= 1 1-011
12 —U I
FRONT E_EVATI ON
1/4114-10"
WITH #5 REBAR
12" Dx24 x24 W FOOTER
DDODACM
PIT
PROPOSED
T1-11 EXT.
TYP.
NANO SCHEDULE
ROOF & END GABLE: 8d RING SHANK NAILS AT 6" O.C. AT SUPPORTED
PANEL EDGES OF 7/16" MIN. APA RATED OSB PLYWOOD , W/8d NAILS
AT 6" O.C. AT INTERIOR SUPPORTS.
WALL SHEATHING: 8d NAILS AT 6" O.C. AT SUPPORTED PANEL
EDGES OF 1/2" APA RATED OSB PLYWOOD , W/8d
NAILS AT 12" O.C. AT INTERIOR SUPPORTS.
ALTHOUGH GREAT CARE HAS BEEN TAKEN TO
INSURE ACCURACY, MISTAKES CAN OCCUR,
IT IS THE BUILDER'S RESPONSIBILITY TO
VERIFY ALL DIMENSIONS AND DETAILS AND
REPORT ANY DISCREPANCIES TO DDB SWEET, INC
BEFORE BEGINNING CONSTRUCTION.
NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF
` DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT,
NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTION
OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS
IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD.
FLOOR PLAN
PROPOSED
CONC, STEI
7:11 (TREA
AREA
144 sq ft
0
r
14P-0"
ROOF PLAN
ROOF LIVE LOAD = 20PSF
, nv1 VJLV
TTOM
REAR ELEVATION $'O ABOVEO GRADE (1 BLOCK)
TYP.
1/411=11-011
ASPH, SHINGLES TO MATCH EXISTING
1/2" PLYWOOD WITH;151_13 FELT ON TOP
PROPOSED
2X6 RAFTE
2x 6 ROOF RAFTER S I M P `.
@ EA
Ix FASCIA W/ GAL
DRIP CONT
SIMPSON H 2.5 @ EA. TRUSS--/
DBL. 2x HEADER----`�
2x4 STUDS 16" O.C.
2x4 PLATE CONT, -
O
00
RIGHT ELEVATION
1/4"=1'-0"
-- PROPOSED
Simpson Strong–Tie
HUS23/4" PLYWOOD
SIMPSON ETA20 2x 8 P.T. FLOOR JOIST 16 O.C.
@ EA. JOIST
T1-11 SIDING
OVER 15LB FELT
DBL 2"x8" P.T. SILL _ GALV. METAL TERMITE PLATE
8" x16" FILLED CONC. BLOCK
GRA
—III it
N'il, IT —
�-
SECTION A— A
WITH #5 REBAR
12" Dx24 1x24 W FOOTER
NO. REVISION AND DATE
ZL
-r
PROP(
T1-11
TYP,
0
0. H,
N
Li
Li
F-
W
w
0
0
X
N
Uj
W
¢
w
Z
O
0
0
Lu
V)
0
o_
0
n.
MAX SPAN 24"O.C.
LOAD BEARING WALLS
HEADER/STUD/STRAP CHART (NTS)
RAFTER SPANS
CEILING JOISTS
FLOOR JOISTS
2x6 12"o.c. 14'9" max span
2x4 12"o.c. 9'3" max span
2x12 12"o.c. 23'4" max span
2x6 16"o.c. 13'5" max span
2x4 16"o.c. BY' max span
2x12 16"o.c. 20'2" max span
2x6 24"o.c. 11'9" max span
2x4 24"o.c. 7'3" max span
2x12 24"o.c. 16'6" max span
2x8 12"o.c. 19'6" max span
2x6 12"o.c. 14'9" max span
2x10 12"o.c. 19'11" max span
2x8 16"o.c. 17'9" max span
2x6 16"o.c. 12'11" max span
2x10 16"o.c. 17'3" max span
2x8 24"o.c. 13'2" max span
2x6 24"o.c. 10'6" max span
2x10 24"o.c. 14'1" max span
2x10 12"o.c. 24'10" max span
2x8 12"o. c. 19'2" max span
2x8 16"o.c. 13'1" max span
2x10 16"o.c. 22'1" max span
2x8 16"o.c. 16'7" max span
1670
2x10 24"o.c, 18'1" max span
2x8 24"o.c. 13'7" max span
1715
2x1212"o.c. 26'0" max span
2x10 12"o.c. 22'9" max span
1715
2x12 16"o.c. 26'0" max span
2x10 16"o.c. 19'9" max span
1995
2x12 24"o.c. 21'4" max span
2x10 24"o.c. 16'1" max span
16'-0"
NOTE: ALL SPANS BASED ON #2
SOUTHERN YELLOW PINE DESIGN LOADS
OF 20 PSF-LIVE LOADS
WITH #5 REBAR
12" Dx24 x24 W FOOTER
DDODACM
PIT
PROPOSED
T1-11 EXT.
TYP.
NANO SCHEDULE
ROOF & END GABLE: 8d RING SHANK NAILS AT 6" O.C. AT SUPPORTED
PANEL EDGES OF 7/16" MIN. APA RATED OSB PLYWOOD , W/8d NAILS
AT 6" O.C. AT INTERIOR SUPPORTS.
WALL SHEATHING: 8d NAILS AT 6" O.C. AT SUPPORTED PANEL
EDGES OF 1/2" APA RATED OSB PLYWOOD , W/8d
NAILS AT 12" O.C. AT INTERIOR SUPPORTS.
ALTHOUGH GREAT CARE HAS BEEN TAKEN TO
INSURE ACCURACY, MISTAKES CAN OCCUR,
IT IS THE BUILDER'S RESPONSIBILITY TO
VERIFY ALL DIMENSIONS AND DETAILS AND
REPORT ANY DISCREPANCIES TO DDB SWEET, INC
BEFORE BEGINNING CONSTRUCTION.
NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF
` DDB SWEET, INC IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT,
NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTION
OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS
IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD.
FLOOR PLAN
PROPOSED
CONC, STEI
7:11 (TREA
AREA
144 sq ft
0
r
14P-0"
ROOF PLAN
ROOF LIVE LOAD = 20PSF
, nv1 VJLV
TTOM
REAR ELEVATION $'O ABOVEO GRADE (1 BLOCK)
TYP.
1/411=11-011
ASPH, SHINGLES TO MATCH EXISTING
1/2" PLYWOOD WITH;151_13 FELT ON TOP
PROPOSED
2X6 RAFTE
2x 6 ROOF RAFTER S I M P `.
@ EA
Ix FASCIA W/ GAL
DRIP CONT
SIMPSON H 2.5 @ EA. TRUSS--/
DBL. 2x HEADER----`�
2x4 STUDS 16" O.C.
2x4 PLATE CONT, -
O
00
RIGHT ELEVATION
1/4"=1'-0"
-- PROPOSED
Simpson Strong–Tie
HUS23/4" PLYWOOD
SIMPSON ETA20 2x 8 P.T. FLOOR JOIST 16 O.C.
@ EA. JOIST
T1-11 SIDING
OVER 15LB FELT
DBL 2"x8" P.T. SILL _ GALV. METAL TERMITE PLATE
8" x16" FILLED CONC. BLOCK
GRA
—III it
N'il, IT —
�-
SECTION A— A
WITH #5 REBAR
12" Dx24 1x24 W FOOTER
NO. REVISION AND DATE
ZL
-r
PROP(
T1-11
TYP,
0
0. H,
N
Li
Li
F-
W
w
0
0
X
N
Uj
W
¢
w
Z
O
0
0
Lu
V)
0
o_
0
n.
PROPOSED
T1-11 EXT. SIDING
TYP.
SYMMETRY
I
LEE T ELEVATION
1/4'p= 1 '- 01)
;IDLE CONT
NOTES TO BUILDER/CONTRACTOR:
1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS
SHOWN ON THE PLANS ALWAYS TAKE PRECEDENCE OVER SCALE
OF DRAWINGS.
2. VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR BEARING
FOOTINGS PRIOR TO FOUNDATION POUR,
3. THESE PLANS WERE ASSEMBLED WITH THE INTENT THAT ANY
PERSON REASONABLY EXPERIENCED IN CONSTRUCTION WILL BE
ABLE TO BUILD THE STRUCTURE SHOWN ON THESE PAGES.
HOWEVER, THESE PLANS ARE NOT TO BE CONSIDERED A
COMPLETE CONSTRUCTION INSTRUCTION MANUAL, NOR A
COMPLETE TREATISE ON THE APPLICABLE CODES.
4. READ AND UNDERSTAND ALL DETAILS BEFORE COMMENCING
CONSTRUCTION. MANY DETAILS REQUIRE A DEVIATION FROM
STANDARD BUILDING PRACTICES SUCH `AS REDUCED STUD
SPACING, SPECIFIC LUMBER SPECIES, OR A PARTICULAR
ORDER -OF -ASSEMBLY. THESE THINGS ARE MUCH EASIER TO
CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER
THEY ARE ALREADY IN PLACE,
5, IF AT ANY TIME QUESTIONS ARISE ABOUT THE INTENT OF A
NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE
CONTACTED AND RECEIVED CLARIFICATION FROM
DDB SWEET,INC,
LIMNING HEIGHTS
EXTERIOR #2 STUDS
SIZE STUD MATERIAL & 0/C SPACING
CONNECTOR SCHEDULE
LOAD BEARING WALLS
HEADER/STUD/STRAP CHART (NTS)
MODEL #
FASTENERS
UPLIFT(133)
CAPACITY
SP -1
6-10d 4-10d
585
SP -2
6-10d 6-10d
890
SP -4
6-10dx1
735
MTS12
14-10dxl
1000
MTS20
14-10dxl
1000
LSTA12
10-10d
755
LSTA24
18-10d
1295
LSTA30
22-10d
1670
LSTA36
-10d
1715
LSTA,)6
26-10d
1715
MSTA
-1 Od
1995
H TA1
11-1 dxl 1 ply truss)1365
16'-0"
HFTA16
11-16d (2 ply fruss)
1890
FIR 12" 0/C
18'-4"
HHFTA9n
17-1 nd4
21,30
14'-0"
HTTIG
1 (1+1(1 bolt
)480
ABU66
12- 1 It
2300
ABU88
Id holts
2320
H10
8-8dXI\ B-8111190
H 2.5
5-8d'5- A d
41
4-8d 4- Pd
455?0-10dxl\
1450
A
-1 6dx 1
385/555
MGT
22-10d
T-
14-16d sinkers1785
HGT-
8-10 + d bolt
6485
HGT-3
8-1 + d bQlt
9035
MBHA
18-10d + 1 ATR X8 face&to
3145
M HA H=7
118-10d
+ 1 ATR[X8 TOP
1885
& 1 ATR X4 FACE
ATR is all
threade1l
rod
PROPOSED
T1-11 EXT. SIDING
TYP.
SYMMETRY
I
LEE T ELEVATION
1/4'p= 1 '- 01)
;IDLE CONT
NOTES TO BUILDER/CONTRACTOR:
1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS
SHOWN ON THE PLANS ALWAYS TAKE PRECEDENCE OVER SCALE
OF DRAWINGS.
2. VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR BEARING
FOOTINGS PRIOR TO FOUNDATION POUR,
3. THESE PLANS WERE ASSEMBLED WITH THE INTENT THAT ANY
PERSON REASONABLY EXPERIENCED IN CONSTRUCTION WILL BE
ABLE TO BUILD THE STRUCTURE SHOWN ON THESE PAGES.
HOWEVER, THESE PLANS ARE NOT TO BE CONSIDERED A
COMPLETE CONSTRUCTION INSTRUCTION MANUAL, NOR A
COMPLETE TREATISE ON THE APPLICABLE CODES.
4. READ AND UNDERSTAND ALL DETAILS BEFORE COMMENCING
CONSTRUCTION. MANY DETAILS REQUIRE A DEVIATION FROM
STANDARD BUILDING PRACTICES SUCH `AS REDUCED STUD
SPACING, SPECIFIC LUMBER SPECIES, OR A PARTICULAR
ORDER -OF -ASSEMBLY. THESE THINGS ARE MUCH EASIER TO
CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER
THEY ARE ALREADY IN PLACE,
5, IF AT ANY TIME QUESTIONS ARISE ABOUT THE INTENT OF A
NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE
CONTACTED AND RECEIVED CLARIFICATION FROM
DDB SWEET,INC,
LIMNING HEIGHTS
EXTERIOR #2 STUDS
SIZE STUD MATERIAL & 0/C SPACING
MAX.
LOAD BEARING WALLS
HEADER/STUD/STRAP CHART (NTS)
2"
rM#2 SYP
ADER SIZE
MAXIMUM
SPAN
HEADER STUD(S) FULL L NGTH
# EACH END STUDS)
0 EA H END
(� STRAPS
c EACH END
OF HEADER
2"
X 4" SPRUCE,
1
1
2 2xs
6,-0-
1 1
1
(2)2X10
8'-2"
2 2
2
2 2X12
9'-8
2 2
2
PROPOSED
T1-11 EXT. SIDING
TYP.
SYMMETRY
I
LEE T ELEVATION
1/4'p= 1 '- 01)
;IDLE CONT
NOTES TO BUILDER/CONTRACTOR:
1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS
SHOWN ON THE PLANS ALWAYS TAKE PRECEDENCE OVER SCALE
OF DRAWINGS.
2. VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR BEARING
FOOTINGS PRIOR TO FOUNDATION POUR,
3. THESE PLANS WERE ASSEMBLED WITH THE INTENT THAT ANY
PERSON REASONABLY EXPERIENCED IN CONSTRUCTION WILL BE
ABLE TO BUILD THE STRUCTURE SHOWN ON THESE PAGES.
HOWEVER, THESE PLANS ARE NOT TO BE CONSIDERED A
COMPLETE CONSTRUCTION INSTRUCTION MANUAL, NOR A
COMPLETE TREATISE ON THE APPLICABLE CODES.
4. READ AND UNDERSTAND ALL DETAILS BEFORE COMMENCING
CONSTRUCTION. MANY DETAILS REQUIRE A DEVIATION FROM
STANDARD BUILDING PRACTICES SUCH `AS REDUCED STUD
SPACING, SPECIFIC LUMBER SPECIES, OR A PARTICULAR
ORDER -OF -ASSEMBLY. THESE THINGS ARE MUCH EASIER TO
CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER
THEY ARE ALREADY IN PLACE,
5, IF AT ANY TIME QUESTIONS ARISE ABOUT THE INTENT OF A
NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE
CONTACTED AND RECEIVED CLARIFICATION FROM
DDB SWEET,INC,
LIMNING HEIGHTS
EXTERIOR #2 STUDS
SIZE STUD MATERIAL & 0/C SPACING
MAX.
HT.
2"
X 4" SPRUCE,
FIR 24" 0/C
8'-4"
2"
X 4" SPRUCE,
FIR 16" 0/C
10'-0"
2"
X 4" SPRUCE,
FIR 12" 0/C
11'-8"
2" X
4" SOUTHERN
PINE 24" 0/C
9'-0"
2" X
4" SOUTHERN
PINE 16" 0/C
11'-0"
2" X
4" SOUTHERN
PINE 12" 0/C
12'-8"
2"
X 6" SPRUCE,
FIR 24" 0/C
13'-0"
2"
X 6" SPRUCE,
FIR 16" 0/C
16'-0"
2"
X 6" SPRUCE,
FIR 12" 0/C
18'-4"
2" X
6" SOUTHERN
PINE 24" 0/C
14'-0"
2" X 6" SOUTHERN PINE 16" 0/C 17'-0"
2" X 6" SOUTHERN PINE 12" 0/C
2" X 8" SPRUCq, FIR 24" 0/C 17'-0"
2" X 8" SPRUCg1, FIR 16" 0/C 21'-0"
✓'� .7 2" X 8 SPRUCq, FIR 12" 0/C 24'-0"
.� 2" X 8" SOUTHERN PINE 24" 0/C 18 —4°
2" X 8" SOUTHERIN PINE 16" 0/C 22'-8"
2" X 8" SOUTHERIN PINE 12" 0/C 26'-0"
SPECIALIZED IN:
ARCHITECTUR, L PLANS: HOUSE, ADDITIONS AND GARAGES
ENGINEERING FLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS
DD.B PROJECT MAN GEMENT
inue
FAX: (407)495-3460
SN_ Phone: (300280-5507
"We Bang Visions ToLife" Email:r ddbsweet a07eartnlink.net
RAFTER DETA N S TA O O A T O N PLAN FOR: RICHA D JONES
N.r.s. 1402 S. 9LEANDER
ADDRESS: SANFORD, FL. 32771
ITEM R.H. WILSON _
RONALD H. WILSON P.E. LIC. # 0710 DATE: 04/2010 SC LE: 'PAGE:
P.O. BOX 915260
LONGWOOD FL. 32791 - 9260 PROP, .I•D•# 35-19-30-506-9000-0010
PHONE: 407-682-4052 FAX 407-682-3841 SE -AL -
APR P
L
PREPESED WEED
FRAMF
PERMIT
NOTE:
ALL DATA OBTAIN FROM SURVEY
PROVIDED BY KITNER SURVEYING,
CITY UF SAfiMe
PLAfffljpjlj AND Of"M-013MENT
SERVICES
Allaq,
DATF
OFFICE
R.H. WILSONPh:
305-280-5507
DDB
RONALD H. WILSON P.E. LIC. 9710
RICHARD JONES
I
SWEET, INC.
P.O. BOX 915260
PLOT PLAN
1402 S. OLEANDER AVE -
Email: ddbsweet@earthlink.net
REVISED
D FL. 32791 -9260
DRAWN BY:
HONE: 407-682-4052 FAX 407-682-3841
I
SAN FORD, FLORIDA
DATE1 4/2011
[8 OF
ORD 5 2011