HomeMy WebLinkAbout1904 Summerlin Aved
(; CITY OF SANFORD PERMIT APPLICATION
Permit # oy ` l o `/ 4, o o 4
/J Date:
Job. Address: % 9 O �j/ S� ,yl irc E r li Woe
Description of Work: 1d,)(1;?" Sro,-,n Rll�
Historic District: Zoning: Value of Work: S- 6 a o - foo, 0 0
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 Commerr3al: # of Fixtures # of Water & Sewer Lines # of Gas Lines )
Plumbing/New Residential: # of water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential i, Commercial Industrial Total Square Footage:
Construction Type; # of Stories: # of Dwelling Units: Flood Zone;
(FEMA form required for other than X)
Parcel #•
Owners Name & Address: _ 00.v
r1 D4
Contractor Name & Address:
(Attach Proof of Ownership & Legal Description)
Phone: - y 7, Z to 7
State License Number.
Phone & Fat: Contact Person:
Phone:
Bonding Company.
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Phone:
Address:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 rrgulatiug
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 pfir-mij is verification th 1 11 notify the owner of the property f`th`e requirements of Florida Lien Law, FS 713.
l � G5� /
Signature ofOwner/Agent Date Signature ofContractor/Agent
it
Print Owner/Agent's Na I
Print Contractor/Agent's Name
Own Agent is
_ Produced IDS
skof "iMa'
n9(`'.1'l;'.,...:JN#CC 92.1808 �I
60 Th,. L - ..otary iI
Date
Signature of Notary -State of Florida Date
.3-7. 2-9 l/ Contractor/Agent is _ Personally Known to Me or
r_ Produced ID
APPLICATION APPROVED BY: Bldg ` Zoning:
(Initial & Date) (Initial & Date)
Special Conditions:
Utilities: FD:
(initial & Date) (Initial & Date)
i
i
4*XB*X16" CXINC.
(TVP.)
2"x G" (P.T.) ...t
•r
w10�"ir
�I
s
w
w`
I �
w wr rN w
�«rr.rrr
r��ww�
r rrrwr wee w�i"�"+'
i
I
�.lrrrrw.rwrr. aw
1/2" CDX PLWD. SHTG.
r.rrrr.
rrwwwrr � rrwirrmwrlrrr
$) at 24"O.C.
NAILED W/6d AT
VARIES FOR 10'
I
rrrrrr
r � r
w. �rrx�rrrr"rrrr ir}. r �
warrrwru
NAILED W/6d
4 12' x '14'
6" Q.C. ALONG FACIA &
AT 3" O.C. TOP & BOT.
FOR 8'
f
�.
rw we
rrrr
r�
rr III
i
REVISIONS PER CLIENT rZZ 6118.03
REVISIONS A.EI. 6.3.0.E
�C4
SIMPSON "MTS16 " ANCHOR
. " ....
....�
2"X 6- (P.T.)
FIBERGLASS SHINGLES ON -
----4'--0" x 6.-8"
S
DOOR
15 L8. FELT ON
FOR 14'
I
FOR 14'
1/2" CDX PLWD. SHTG.
120 MPH
2" x 4" TRU`'.:
$) at 24"O.C.
NAILED W/6d AT
VARIES FOR 10'
I
FOR 12'
VARIES
ABOUT
NAILED W/6d
4 12' x '14'
6" Q.C. ALONG FACIA &
AT 3" O.C. TOP & BOT.
FOR 8'
f
6" O.C. ALONG RIDGES.
AT 6" O.C. TOP & OOT,
O
REVISIONS PER CLIENT rZZ 6118.03
REVISIONS A.EI. 6.3.0.E
�C4
SIMPSON "MTS16 " ANCHOR
FOR 6'
SHEET SUPPORTING MEMBERS.
-�
4
6.-0' TO 141—CM
r
Foundation. &
Floor
Framing
Plan
14--10d
1/4"
1'_G
12
i
Taft Elevation, 1/4" = 1'--0"
2"x4" TRUSSES
at 24" O.C.
12
41-_.;
- - - _L ----- - - —
SIZE
WIDTH x UNGITN
2'xeAT24"O.C.
i
FIBERGLASS SHINGLES ON -
----4'--0" x 6.-8"
S
DOOR
15 L8. FELT ON
(DOOR CAN BE PLACED
I
ANYWHERE: ALONG WALL)
1/2" CDX PLWD. SHTG.
120 MPH
2" x 4" TRU`'.:
$) at 24"O.C.
NAILED W/6d AT
4 ?tT.B3
I
6
6" O.C. ALONG END,
ABOUT
NAILED W/6d
4 12' x '14'
6" Q.C. ALONG FACIA &
AT 3" O.C. TOP & BOT.
x
N
f
6" O.C. ALONG RIDGES.
AT 6" O.C. TOP & OOT,
O
REVISIONS PER CLIENT rZZ 6118.03
REVISIONS A.EI. 6.3.0.E
�C4
SIMPSON "MTS16 " ANCHOR
SHEET SUPPORTING MEMBERS.
-�
4
TRUSS)
r
-
FASTEN W/
i
14--10d
I
i 6'--0" TO 14'-0"
Taft Elevation, 1/4" = 1'--0"
2"x4" TRUSSES
at 24" O.C.
12
41-_.;
- - - _L ----- - - —
6'-0" TO 14' --Ci"
Roof Framing Plan 1/4" � 1'--'o"
DBL. 2"x4"
TOP PLATE
!-2"x4" HEADER
2"x4" at— GARAGE DOOR
24" O,C.
-•--3- Z"x4" 3-- 2"x4"
TY '• G RAC.F cinnR REC 1 i
I
N.T.S.
Fight Elevation 1/4" 1'-'0"
i
�I
i
i
tIP(M CAN Of "M .
YWHERE ALONG wAL.L)
(WINDO)N CAN PE PLACED
T1-411 SIRING ANYWHERE ALONG WALL)
8'-0" T 40'ti'
I i
! Front Elevation 1/4" 1'-0"
L7' -N" T
Rear Elevation. 1/4w = 1'-0"
3" MIN. _
SIMPSON "LSTA12" ANCHOR
(AT EA. STUD)
FASTEN W/ - --
SIZE
WIDTH x UNGITN
TOTAL NO. OF
SOIL ANCHOW
FIBERGLASS SHINGLES ON -
SIZE
WIDTH x L&40111
S
—��
15 L8. FELT ON
4
4
I
-- 2"x 6" RIDGE DEAM
t `
1/2" CDX PLWD. SHTG.
120 MPH
2" x 4" TRU`'.:
$) at 24"O.C.
NAILED W/6d AT
4 ?tT.B3
I
6
6" O.C. ALONG END,
ABOUT
6'-0" TO 14' --Ci"
Roof Framing Plan 1/4" � 1'--'o"
DBL. 2"x4"
TOP PLATE
!-2"x4" HEADER
2"x4" at— GARAGE DOOR
24" O,C.
-•--3- Z"x4" 3-- 2"x4"
TY '• G RAC.F cinnR REC 1 i
I
N.T.S.
Fight Elevation 1/4" 1'-'0"
i
�I
i
i
tIP(M CAN Of "M .
YWHERE ALONG wAL.L)
(WINDO)N CAN PE PLACED
T1-411 SIRING ANYWHERE ALONG WALL)
8'-0" T 40'ti'
I i
! Front Elevation 1/4" 1'-0"
L7' -N" T
Rear Elevation. 1/4w = 1'-0"
3" MIN. _
SIMPSON "LSTA12" ANCHOR
(AT EA. STUD)
FASTEN W/ - --
2"x 6" RIDGE DEAM
-SIMPSON "H4"
(BOTH SIDES)
SIZE
WIDTH x UNGITN
TOTAL NO. OF
SOIL ANCHOW
FIBERGLASS SHINGLES ON -
SIZE
WIDTH x L&40111
S
F --
15 L8. FELT ON
4
4
4
T1--11 SHEATHING,
1/2" CDX PLWD. SHTG.
120 MPH
�__SYM. (�
SIDING
NAILED W/6d AT
4 ?tT.B3
NAILED W/6d
6
6" O.C. ALONG END,
ABOUT
NAILED W/6d
4 12' x '14'
6" Q.C. ALONG FACIA &
AT 3" O.C. TOP & BOT.
200 WEST WISCONSIN AVENUE
f
6" O.C. ALONG RIDGES.
AT 6" O.C. TOP & OOT,
4.
3.
REVISIONS PER CLIENT rZZ 6118.03
REVISIONS A.EI. 6.3.0.E
12" Q.C. ALONG INTERIOR
SIMPSON "MTS16 " ANCHOR
SHEET SUPPORTING MEMBERS.
-�
(AT EA,
TRUSS)
RE"V19ONS - REAR/FRONT KITS D,S, 11.7.02
-
FASTEN W/
14--10d
TO TRUSS.
_- 4
12
14-•10d
TO STUD.'l^
-8
8' x 14'
----8' x 16'
y
4
4_.._....._
_ _
6
_12'
_ 12' x 24'
12' x 28'x-
2"x4" TRUSSES
10
......�_ 1p._...__..
_. 8' x 18'
_9_
Ate.-••-`"
at 24" O.C.
ALUM.
W/1x6
DRIP EDGE
FASCIA BD.
10_ _
f
DBL. 2"x-4„TOP PLATE____
8
_12'
12' x 30'
_
8
12
2” x 4" HEADER
NTS
-w__ EMBOSSED WITH
SCALE ,
O,H,
OVER WINDOWS & MOORS
10 -
12' x 34'
8
14,
VARIES
10
12' x 36,
_ 8
12
16"
6
10
12' x 38'
8
8
Max,
2"x 6" RIDGE DEAM
-SIMPSON "H4"
(BOTH SIDES)
--- 2 x 4 STUDS
6- 104 TO STUD.
6---10d TO JOIST.
2x4 P.T. SOLE
PLATE CONT. -�\N 3/4" T. & G. -\
2x6 P.T. SIDE ti -24 P.T. 'FLCV'F,' JOIST
TAIL CONT.---•--•--- - at 24" O.C.
- --- -- 4 x 4 P.T.
SKID
GRADE -
--.2",'x4" CONSTRUCTION
• 4x8"x16" BLK, .,.
PLYWOOD CONNECTION
3/8" x 3" LONG OP FIONAL: / PLATE AT ALL
LAG BOLT W/2" WASHER "HARDwoARD" SIDING - - CONNECTIONS.
NAILED W/6d .- -•- T1--11 SIDING
AT 4" O.C. TOP, BOT. &
\SIDES.
6" O
SINGLE, HELIX EYE ANCHOR O.C. FIELDS REQ. 3 (4" STANLEY HINL�ES)
1/2" x 30" A -36M STEEL ROD 8 SCREWS PER HINGE
(MODEL MTE-�30) FRAME p(�i CONSTRUCTION
HELIX: 9 GA. (.145") , ,._...,. ,.,.....�.�".
x 4" W/2 1/8" PITCH. N.T.S.
AT 12'--0" O.C.
AUMMING QUAIL
NTS
SIMPSON ''H2.5" ANCHOR
..- (AT EA. STUD)
2" x .4" - FASTEN W/
5-8d 'TO STUD.
5•-8d TO PLATE.
SIDING
2" x 4" PLATE
-4" CONC, SLAB (3,040 P.S.I.)
CAULK W/6X6 10/10 W.W.M.
4
"
1 /2 J (BOLT EMBEDDED '
6" IN CONIC, AT 4'--0" O.C.,
W/2" WASHER,
OR
v ' 1Y-6 GUN T. 3/8" DYNAF�OG.'r EMBEDDED
- -2"x 4" AT 24" O.C,
SIMPSON "L9TA12" ANCHOR - 2"'x 4" (P.T.) PLATE
(AT EA. STUD) �-
FASTEN W/ 3/4" T. & G. FLOOR
6•-10d TO STUD.
6--10d TO JOIST.
N2 " x. ' _(P,'f.) at -24"-0.C.
cv w- 4"x 4" (P.T.) SKID -
_.
\-•-- 4.'x8"x16" CONC. BLK.
GROUND LINE (TYP.)
2,�0.,
TYPIQA . SEC'nMti
GENERAL (NOTES
1, ALL CONCRETE WORK SHALL BE 3,000 P.S.I. AT 26 DAYS,
2. MINIMUM SOIL NEARING SHALL BE ASSUMED AT 2,000 P.S.F.
3. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE, 2001 EDITION, AND ASCE 7--95,88,02
WIND CODES FOR 100 MPH FASTEST MILE ,AND 120 MPH. 3 SEC.
GUST, AS WELL AS OSHA, RISC CODES AND ALL APPLICABLE LOCAL
REQUIREMENTS. THESE PLANS INCLUDE DESIGN FOR ALL WIND
SPEEDS UP TO AND INCLUDING 120 MPH. 3 SEC, GUST CONDITION.
4. FOR ZONE LOCATIONS SEE F BC FIGURE: 1606.2(c). THE
VALUE OF "a" SHALL BE 3',-0". FOR ZONE LOADING SEE
COMPONENTS AND CLADDING LOADING CHARTS THIS SHEET.
5. REQUIRED DATA PER (F8C 1606):
IMPORTANCE FACTOR .......................... SEE: CHART
BUILDING CATAGORY ...................... __(I)
WIND EXPOSURE.................................SEE CHART
GCPI....................................................SEE CHART
COMP. & CLAD DWP ..........................SE.E CHART
BUILDING CLASSIFICATION ...................JV (UP)
6. DESIGN LOADINGS:
DEAD LOAD -20 PSF. "
LIVE LOAD =20 PSF.
WIND LOAD - PRESSURES FROM 120 MPH„ 3 SEC. GUST,
7. ALL HURRICANE STRAPS SHALL- BE SIMPSON OR EQUAL
AS IDENTIFIED ON PLANS.
8. ALL WOOD UTILIZED FOR STRUCTURAL PURPOSES SHALL
BE A MINIMUM OF SOUTHERN YELLOW PINE GRADE No. 11.
ALL PLYWOOD SHALL BE ( NOMINAL) CDX OR EQUAL
NAILED 6" ON EDGES AND 12" IN FIELD WITH 10d NAILS.
9. DOOR AND WINDOW DATA.
--GARAGE DOORS SHALL BE:... US DOOR MODEL 651-30
--WINDOWS SHALL BE: ............... MI HOME PRODUCTS, INC.
MODEL 740/744/3740 (AAMA/NWWDA 101/1.5.2-•97)
--MAN DOORS SHALL BE::...........AS DESIGNED AND DETAILED
ON THIS SHEET.
***NOTE: DOOR AND WINDOW PLACEMENT SHALL BE
COORDINATED BETWEEN THE MANUFACTURES DESIGN DATA
AND THE ZONES SHOWN IN THE COMPONENTS AND
CLADDING WIND PRESSURE CHARTS ON -THIS SHEET.***
10. ALL WINDOWS AND MAN DOORS MAY USE 1 /4"x 1 " LONG
TEK SCREWS IN LIEU OF THE WOOD SCREWS WHEN
CONNECTING THE UNITS TO METAL FRAME. FOLLOW.' THE
MANUFACTURERS SPECIFICATIONS FOR LOCATING CONNECTORS.
:D AIi� ui.It4i1 1�1 . 4- 1`"0.
SIZE
WIDTH x UNGITN
TOTAL NO. OF
SOIL ANCHOW
TOTAL NO. OF
CONC, PADS
SIZE
WIDTH x L&40111
S
F --
OP TIONAL:
"HARDIBQARD"
4
4
4
T1--11 SHEATHING,
8
120 MPH
�__SYM. (�
SIDING
•-
4 ?tT.B3
NAILED W/6d
6
0
ABOUT
NAILED W/6d
4 12' x '14'
4
AT 3" O.C. TOP & BOT.
200 WEST WISCONSIN AVENUE
f
AT 6" O.C. TOP & OOT,
4.
3.
REVISIONS PER CLIENT rZZ 6118.03
REVISIONS A.EI. 6.3.0.E
6" Q.C. SIDES
DELAND, FLORIDA 32720
P.O. BOX 2848 386/734--8792
12" O.C. FIELDS
2.
RE"V19ONS - REAR/FRONT KITS D,S, 11.7.02
12" U.C. FIELDS
PLANNERS + 00ML11Na ENGINEERS + TEFiT1NQ
i
_6' x 12' _
_- 4
6
x�2a'
_1
-8
8' x 14'
----8' x 16'
y
4
4_.._....._
--- 2 x 4 STUDS
6- 104 TO STUD.
6---10d TO JOIST.
2x4 P.T. SOLE
PLATE CONT. -�\N 3/4" T. & G. -\
2x6 P.T. SIDE ti -24 P.T. 'FLCV'F,' JOIST
TAIL CONT.---•--•--- - at 24" O.C.
- --- -- 4 x 4 P.T.
SKID
GRADE -
--.2",'x4" CONSTRUCTION
• 4x8"x16" BLK, .,.
PLYWOOD CONNECTION
3/8" x 3" LONG OP FIONAL: / PLATE AT ALL
LAG BOLT W/2" WASHER "HARDwoARD" SIDING - - CONNECTIONS.
NAILED W/6d .- -•- T1--11 SIDING
AT 4" O.C. TOP, BOT. &
\SIDES.
6" O
SINGLE, HELIX EYE ANCHOR O.C. FIELDS REQ. 3 (4" STANLEY HINL�ES)
1/2" x 30" A -36M STEEL ROD 8 SCREWS PER HINGE
(MODEL MTE-�30) FRAME p(�i CONSTRUCTION
HELIX: 9 GA. (.145") , ,._...,. ,.,.....�.�".
x 4" W/2 1/8" PITCH. N.T.S.
AT 12'--0" O.C.
AUMMING QUAIL
NTS
SIMPSON ''H2.5" ANCHOR
..- (AT EA. STUD)
2" x .4" - FASTEN W/
5-8d 'TO STUD.
5•-8d TO PLATE.
SIDING
2" x 4" PLATE
-4" CONC, SLAB (3,040 P.S.I.)
CAULK W/6X6 10/10 W.W.M.
4
"
1 /2 J (BOLT EMBEDDED '
6" IN CONIC, AT 4'--0" O.C.,
W/2" WASHER,
OR
v ' 1Y-6 GUN T. 3/8" DYNAF�OG.'r EMBEDDED
- -2"x 4" AT 24" O.C,
SIMPSON "L9TA12" ANCHOR - 2"'x 4" (P.T.) PLATE
(AT EA. STUD) �-
FASTEN W/ 3/4" T. & G. FLOOR
6•-10d TO STUD.
6--10d TO JOIST.
N2 " x. ' _(P,'f.) at -24"-0.C.
cv w- 4"x 4" (P.T.) SKID -
_.
\-•-- 4.'x8"x16" CONC. BLK.
GROUND LINE (TYP.)
2,�0.,
TYPIQA . SEC'nMti
GENERAL (NOTES
1, ALL CONCRETE WORK SHALL BE 3,000 P.S.I. AT 26 DAYS,
2. MINIMUM SOIL NEARING SHALL BE ASSUMED AT 2,000 P.S.F.
3. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE, 2001 EDITION, AND ASCE 7--95,88,02
WIND CODES FOR 100 MPH FASTEST MILE ,AND 120 MPH. 3 SEC.
GUST, AS WELL AS OSHA, RISC CODES AND ALL APPLICABLE LOCAL
REQUIREMENTS. THESE PLANS INCLUDE DESIGN FOR ALL WIND
SPEEDS UP TO AND INCLUDING 120 MPH. 3 SEC, GUST CONDITION.
4. FOR ZONE LOCATIONS SEE F BC FIGURE: 1606.2(c). THE
VALUE OF "a" SHALL BE 3',-0". FOR ZONE LOADING SEE
COMPONENTS AND CLADDING LOADING CHARTS THIS SHEET.
5. REQUIRED DATA PER (F8C 1606):
IMPORTANCE FACTOR .......................... SEE: CHART
BUILDING CATAGORY ...................... __(I)
WIND EXPOSURE.................................SEE CHART
GCPI....................................................SEE CHART
COMP. & CLAD DWP ..........................SE.E CHART
BUILDING CLASSIFICATION ...................JV (UP)
6. DESIGN LOADINGS:
DEAD LOAD -20 PSF. "
LIVE LOAD =20 PSF.
WIND LOAD - PRESSURES FROM 120 MPH„ 3 SEC. GUST,
7. ALL HURRICANE STRAPS SHALL- BE SIMPSON OR EQUAL
AS IDENTIFIED ON PLANS.
8. ALL WOOD UTILIZED FOR STRUCTURAL PURPOSES SHALL
BE A MINIMUM OF SOUTHERN YELLOW PINE GRADE No. 11.
ALL PLYWOOD SHALL BE ( NOMINAL) CDX OR EQUAL
NAILED 6" ON EDGES AND 12" IN FIELD WITH 10d NAILS.
9. DOOR AND WINDOW DATA.
--GARAGE DOORS SHALL BE:... US DOOR MODEL 651-30
--WINDOWS SHALL BE: ............... MI HOME PRODUCTS, INC.
MODEL 740/744/3740 (AAMA/NWWDA 101/1.5.2-•97)
--MAN DOORS SHALL BE::...........AS DESIGNED AND DETAILED
ON THIS SHEET.
***NOTE: DOOR AND WINDOW PLACEMENT SHALL BE
COORDINATED BETWEEN THE MANUFACTURES DESIGN DATA
AND THE ZONES SHOWN IN THE COMPONENTS AND
CLADDING WIND PRESSURE CHARTS ON -THIS SHEET.***
10. ALL WINDOWS AND MAN DOORS MAY USE 1 /4"x 1 " LONG
TEK SCREWS IN LIEU OF THE WOOD SCREWS WHEN
CONNECTING THE UNITS TO METAL FRAME. FOLLOW.' THE
MANUFACTURERS SPECIFICATIONS FOR LOCATING CONNECTORS.
:D AIi� ui.It4i1 1�1 . 4- 1`"0.
SIZE
WIDTH x UNGITN
TOTAL NO. OF
SOIL ANCHOW
TOTAL NO. OF
CONC, PADS
SIZE
WIDTH x L&40111
VELOCITY
TOTAL NO. OF
CONC. PADS
6' x e,
6 x to' ,
4
4
4
4
8
120 MPH
-:22,811
- '.l, %
--4:1.;58 +�4.S�5t-�:tti,198
4 ?tT.B3
�»� t34
ANCHOR AND 'BLOCKING
SCHEDULE
SIZE
WIDTH x UNGITN
TOTAL NO. OF
SOIL ANCHOW
TOTAL NO. OF
CONC, PADS
SIZE
WIDTH x L&40111
TOTAL NO. OF
SOIL, NrIHORS
TOTAL NO. OF
CONC. PADS
6' x e,
6 x to' ,
4
4
4
1,2' a 8'
72'_x t0,
a
-Q
4
6' x_12'
._ ._.
4
_�--4
4
12' x 12'
4
6
6' x 14'
_
4
6
4 12' x '14'
4
6
200 WEST WISCONSIN AVENUE
---___
"SUPERIOR of C eLAND"
4.
3.
REVISIONS PER CLIENT rZZ 6118.03
REVISIONS A.EI. 6.3.0.E
�' �`
DELAND, FLORIDA 32720
P.O. BOX 2848 386/734--8792
11
2999 S. Woodland Blvd.
2.
RE"V19ONS - REAR/FRONT KITS D,S, 11.7.02
PLANNERS + 00ML11Na ENGINEERS + TEFiT1NQ
DeLand, Florlda 32720
_6' x 12' _
_- 4
6
x�2a'
_1
-8
8' x 14'
----8' x 16'
y
4
4_.._....._
_ _
6
_12'
_ 12' x 24'
12' x 28'x-
8
--__ 8...
10
......�_ 1p._...__..
_. 8' x 18'
_9_
a
x 28.
8
10_ _
8' x 20'�
4
8
_12'
12' x 30'
_
8
12
�—
NTS
-w__ EMBOSSED WITH
SCALE ,
8'' x 24'-
6
-
10 -
12' x 34'
8
14,
8'' x 260'
0
10
12' x 36,
_ 8
12
8' x 28'
6
10
12' x 38'
8
8
10' x 8'
4
_
4
-12'-x 42'
10
10
10' x 10'
�
4
__.--- __-^•_'
6
12' X 44' __.._
10
10
/0' x 12'
4
-� 8
12' x 46'
10
10 w
10' x 14'��--�
_10x_
t
Q �•
-^-t2' x 48'
�rD
10
to'
._
10' x 18'
_
^4_, _-
4
�4
6__ -
~� 8
12' x 50' _
14' x 20'�
�1o��-
4
10..
8
10' x 20'
-24''----
8
�1 4' x 22' —
6
12�
10' x
a_-___...
Q —
14' x 26'---
-- g -.•_
_--12_.._.
_..
_...._.._
x 28
6...._..___.
___.�..._B___.__
10 �
-•--
`..14' x 30'
.._.___ 6.»._...-
12_....._._.
10' x 30�M
12-----
14' x 32'
8
1$ -
' x 34
mm..
8� ^^_
12_
x 36'-T
^^ 88 �.
18��
10' x 36'
8
��.
12
^14'
14' x 38'
8
16
10'�x 38,�.
8
�-��-14 T
._...
�14'� x 401
I t
6" IN CONC. AT 4'--0" U.G.,
[A -15a
W/2" WASHER.
t
URRA A EKINEUING INC.
'
g"
:a
200 WEST WISCONSIN AVENUE
---___
"SUPERIOR of C eLAND"
4.
3.
REVISIONS PER CLIENT rZZ 6118.03
REVISIONS A.EI. 6.3.0.E
�' �`
DELAND, FLORIDA 32720
P.O. BOX 2848 386/734--8792
11
2999 S. Woodland Blvd.
2.
RE"V19ONS - REAR/FRONT KITS D,S, 11.7.02
PLANNERS + 00ML11Na ENGINEERS + TEFiT1NQ
DeLand, Florlda 32720
1.
REVISIONS PER OWNER WINDOW, R -O AM G.F. 8.1.02
Utility Building
(386) 740--1711
NO.
REVISIONS q 8Y DATE
MASTER PLAN
APPRa DRAWING
DATE:
8--1--02 PROJECT NO. SUPERIOR
`.NOT wjo UNLESSDRAWiNt
NTS
-w__ EMBOSSED WITH
SCALE ,
AS SHOWN NCI.
1
(G jo Flle Name: C7: \�tJPERtpR\SUPERiQRA-5a
ARD J, 'FERRARA, P.E. ENGINEER'S SEAS. AND
h*O � O� �
FLA. ENGINEER NO, 11985 ORIGINAL SIGNATURE:
DRAWN . BY:
R.E. do 0,F.
,