HomeMy WebLinkAboutSPECIFIC PURPOSE SURVEY & FLOOR PLANn
."
nJ
X °
SITE
p
Indian River
u
Walmart Supercenler0
Sim College
c?
b xS
0 "
»
Q
a
GreyhourYd. Bus Slailon
d; RJ
Fm Pleres �.+"
<'.
sa n
i
run
... W ..,
°:
'_.,. -
Ye'i Ave
cm.w ad.m.:ad
io
fIfA
Y
�Tcc %V
n
3
nxu
Trap c»n»Produrlsp '
p
,Mn
)�
`gycPc T141n.r Rd
nnudv.nynd
Wmid"."nd
wm1d.aay Rd
NM", Rd„
Wni..,
.ucie County
-
Fairgrounds -
a 4 e
0
x
6
go
LOCATION MAP
(NOT TO SCALE)
SET 5/8" IRON ROD & CAP\
STAMPED "LB 7805"
X
.00' FK}
h9
\
NOT INCLUDED
FENCE 1.19'
FOUND 5/8" IRON ROD &
ILLEGIBLE
FENCE CORNER
1.05' NORTH
x ---- x x -
\ f
1 1 1
1 I II
I I i yo I
I I ry`gp I x
I I I 11
I 04¢ I I w
1 r, 0 1 1 xw
I NI a I I I w
wl z I II Iw
I wal I II
M "fl I a
j ��I = I II m
j 1Uj 0�1 ¢ j v3,1 II a
I of I I x
9
I
I I j Ilx
I I YI IZ I
I ZI I¢ I
I a ml IO I I
o� to 1 xl
la II
I I
l\ I J
12" C.M.P.
------
I
�l I
FENCE CORNER
1.90' SOUTH
LEGEND & ABBREVIATIONS
O.R.B. -
OFFICIAL RECORDS BOOK
U.E.-
UTILITY EASEMENT
D.E.-
DRAINAGE EASEMENT
q-
CENTERLINE
D -
DEED
M -
MEASURED
(C)-
CALCULATED
C.M.P.-
CORRUGATED METAL PIPE
L.B. -
LICENSED BUSINESS
C.Q.S.-
CONCRETE BLOCK & STUCCO
CONC.-
CONCRETE
ID -
IDENTIFICATION
EL-
ELEVATION
OHU-
OVERHEAD UTILITY LINE
cD-)-
WOOD POWER POLE
®-
CABLE TV BOX
-
GUY ANCHOR
-
TELEPHONE BOX
Q -
ELECTRICAL BOX
wv
X -
WATER VALVE
RCP-
REINFORCED CONCRETE PIPE
F.F.E.-
FINISH FLOOR ELEVATION
N.S.L.R.W.M.D
NORTH ST. LUCIE RIVER WATER
MANAGEMENT DISTRICT
®-
WELL
x x-
x _..x X_.. 4'
ASPHALT MILLING DRIVE-
-x x x 5
10' D.E. & U.E.
(O.R.B. 1123, PAGE 1,
DESCRIPTION
LOT 12, LESS THE WEST 193.00 FEET, BLOCK 4, MCNURLEN FARMS,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4,
PAGE 56, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
LOT 9
(VACANT)
RB WIR FENCE x
2B WIR FENCE BENCHMARK
x x x x x x x-
BENCHMARK NO. 1
MAGNETIC NAIL
ELEVATION 21.18 FEET (NAVD 88)
708.61' \
I POND
1
1
LOT 12 1 I
BLOCK 4 I
MCNURLEN FARMS (,
PLAT BOOK 4. PAGE 55 I -;
I/
10' D.E. & U.E.
(O.R.B. 1123, PAGE 270)
x
BENCHMARK NO. 2
5/8" IRON ROD & CAP
STAMPED "CSDG REF PT"
ELEVATION 21.18 FEET (NAVD 88)
i•�
rya
y
n
®�
0 ry .
xry
t;
O
C(SVERED
x
x'L,
'n
LP TAN\
CONC.
��a 5
CARPORT
Xrye?°
xry G
rybh
ry
rybk
x
x
34.I'
18.3
20.0'
xry
a.1'
N
Xry�
xrya
w �'
CONC. SLAB
O�� 7.6
COVERRED
v Ix cv
.3
CONC.
PATI
y
y tai
N
w U
9.7'
320
x
n �
`P
yx9
°eP
xry
BR CK
PLANTER
x
20.g•
PAVERS
6T'
ryb6
..
ry''
ryp,.
x O
rys.
x� x
rya`
SEPTIC TANK
y�
gax
x
ryy.
rye.
$"
X
x rya
p
ry�
x
W
w
IX
Tao �%cadirm Id(rempn
Ix
m joe,,I;FbUrte ofil f hV-A om
n Siriwiwre-
x
x
x
LOT 13
SURVEYOR'S NOTES
(OCCUPIED)
1. THIS SURVEY MAP OR THE COPIES
THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE 'ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
2. ALL MEASUREMENTS ARE BASED
ON THE UNITED STATES SURVEY FOOT (SHOWN IN FEET AND DECIMAL FORMAT) UNLESS OTHERWISE SPECIFIED.
3, THE EAST LINE OF THE SOUTHEAST
1/4 OF SECTION 20, TOWHSHIP 35 SOUTH, RANGE 39 EAST IS ASSUMED TO BEAR SOUTH 00-30.07" EAST AND ALL
OTHER BEARINGS SHOWN HEREON ARE
RELATIVE THERETO.
4. ONLY THOSE SPECIFIC IMPROVEMENTS
SHOWN HEREON HAVE BEEN FIELD LOCATED. NO OTHER UNDERGROUND FIXED IMPROVEMENTS HAVE BEEN LOCATED.
5. THE HORIZONTAL LOCATION OF
ON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE.
6. AN ASSESSMENT OF ENVIRONMENTAL
CONCERNS, IF EXISTENT, WAS NOT PERFORMED AS A PART OF THIS SURVEY.
7. OVERALL PARCEL CONTAINS 7.96
ACRES, MORE OR LESS.
a. SYMBOLS SHOWN WITHIN THIS DRAWING
ARE NOT SCALE DEPENDENT.
9. ATTENTION IS DIRECTED TO THE
ACT THAT THIS DRAWING MAY HAVE BEEN ALTERED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN
OBTAINING SCALED DATA.
10. THE LAST DATE OF FIELD WORK
WAS NOVEMBER 16, 2017.
11. ADDITIONS OR DELETIONS TO SURVEY
MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT
OF THE SIGNING PARTY OR PARTIES
12. LANDS SHOWN HEREON WERE NOT
ABSTRACTED BY CIVILSURV DESIGN GROUP, INC., FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER
INSTRUMENTS OF RECORD.
13. ELEVATIONS SHOWN HEREON ARE
RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND REFERENCE NATIONAL GEODETIC SURVEY
BENCHMARK D 528, HAVING AN ELEVATION
OF 20.20 FEET,
14. BY GRAPHIC PLOTTING ONLY, SAID
DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE
FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 12111CO165J, HAVING AN EFFECTIVE DATE OF
FEBRUARY 16, 2017. THIS INFORMATION
SHOULD BE f`ONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION.
15. PURSUANT TO CLIENT'S REQUEST,
ONLY SPECIFIC GROUND ELEVATIONS ADJACENT TO EXISTING RESIDENCE HAVE BEEN SHOWN.
X X X X X _-
PROPOSED COVERED\
/ ry� CARPORT/PORCH
x 40.5' 013. F----1
23.6
RO
`' ROPOSEDy \ I I
n.Gp I STORY ") I I
SIDENCE I
PRO SED r
WELL 75' RAOIUS
x VL PROPOSED
25'X40'
/ DRAINRELD
N N
x m to /.
ryry� ryy
x -
x 5' BARB WIRE FENCE
SCANNER
By
Sttuelecefl*
GRAPHIC SCALE
40 0 40
( IN FEET
1 inch = 40' ft.
f P. I.I W IT 11.7)
E' DEC 26 2017 D
D'IT:.......................
°
FOUND 3/8'IRON ROD &
ILLEGIBLE
FENCE CORNER,,
1.88' SOUTH
A
5' �ARB WIREFENCI
N
N
M
N
x
FENCE CORNER
1.89' WEST
I
I I
15' 54'
Q
I
v
N
N
?
IT
FBIzd
1T
:D
LL
CJ/\) w
ins
ai
2
0
d
~� w
0
�
m
Jc
`!
�v
y
U
v
0
cc
cc
c
N
5• I
NLLI
Of
0
o- I
m x
H
I
V
�I
�'
n
I
Iw
z
I
Q
'°
Y
O
m
t!.
m
`
zhc
O
to
Y
Q
W1
V
o
r
zP 104.65'
C;I
Q I
M
c
no
I>-
U
r
;-
¢
o
x
I
W
p
O
I0
Z
Y�
-x - ..
-
I�
__o
LU
I�
f
Q
0
oz
J
A
ai
IL
N m
183.21'
x
zl
I
I
x 183.22'
Cl)
G
20' D.E. & U.E. I
I�
N
w
(O.R.S. 1123, PAGE 1270)�
I
z
0
0
M
W
J
W
rn
LL
0
x
Z
I
w
•' '
mUj
x
vi
"
IQ
O
-
w
FENCE CORNER
68.79
W
IL
IL
0)
0)
Q
0.68' NORTH., 2.49' WEST
;/I
°FOUND 3/8-IRON ROD & CAP
"RLS
I
``�
r
U.
M
STAMPED 2391"
I
I
d
O
N
n
C15 LL
°
I
on
Ww
W
Via,3.
I
I
¢w
m�
a
0
Oz
02
aM
=
'=
60
wNI
d
Cm
SOUTHEAST CORNER SECTION 20/35/39
PER FLORIDA DEPARTMENT OF ENVIRONMENTAL
CERTIFIED CORNER RECORD NO. 102525
V
�
O
W
LL
VYW
Cn
V
J
1
aVNu~i
N
LL
29
2£3
O
mo
0
a.
SURVEYOR'S
CERTIFICATE
0
Z
I HEREBY CERTIFY THAT
THE SPECIFIC PURPOSE SURVEY, AS SHOWN HEREON, IS A TRUE AND
z
CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND
G
(3
SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I
CO
Z
FURTHER,, CERTIFY, THAT
SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF
00
�.
PRACTICE ,FOR.SURVEYS
SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
N
J
AND MAPPERS IN 011,APTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027; FtORIDA STA10TES.
CIVILSURV DESIGN GROUP, INC.
FE
BY: BRIAN C_ KIERNAN -Y -�� DATE OF SIGNATURE PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NO. 6101
NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE P LANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLOFIDA BUILDING CODE
(FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBIN G CODE, FBC 2014
MECHANICAL CODE, FBC 2014 ENERGY CONSERVATII) , AND THE NEC (NFPA
70) 2011 EDITION.
5) RESIDENCE LOCATED iN NEGLiGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE INFESTATION AREA PER FRC 301.
i
j
I
i
i tPtss,4�3i•,1 II eP�33eti."5v'4'.. .
Fri
it LT re-)
eopF PITcI)
5
vlET4L F.vaF11JG1
19
L-
�„ IdGGpPFIIJI ,
HNdDD� }
HEltili'f 4P,+sS•4'3o.Z '
iM
ICE
r++aru wa,c
r1 Mx,puYm W."
-+Kfw a.npKsan 1��
PANEL FASTENER. #10-IS X (I '/a')wooDSCRBW, BEX-BEAD W/NEOPRENE WASHER
AT THE RIBS OF THE PANEL, (3l16" MUMIUM PENETRATION THROUGH THE PLYWOOD). ALL
FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED WITH SCREWS
SPACED PER BELOW:
ZONE 1. 2• &3 ; SCREW SPACING 16" O.C. AND 6° O.C: ACROSS PANEL AT PANEL ENDS
ROOFING A9TACMEWENT nts...
PER Flit 20177.2 DP:-8225
METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE
APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER
MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET.
UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURERS INSTALLATION GUIDELINES
UNDERLAYMENT SHALL BE APPROVED 30# ROOFING FELT.
UNDERLAYMENTAPPLICATION.
UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER UNDERLAYMENT
SHALL BE APPLIED PARALLEL TO AND STARTING FROM THE RAVE AND LAPPED 2 INCHES (51
Min), FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT
SHALL NOT INTERFERE WITH ROOF PANNEL INSTALLATION.
FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING
THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE
MATERIALS AND AT INTERSECITONS WITH PARAPET WALLS AND OTHER PENH•ffIATIONS
THROUGH 77M ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA
BUIU?INO CODE
FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER
TI1 2IS A CIMOE IN ROOF SLOPE ORDIRECTTON AND AROUND ROOF OPENINGS. WHERE
FIASRNG IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A TAICKNESSNOT
LESS IRAN PROVIDED IN FBC TABLE 15031. THIS REQUIREMENT DOES NOT APPLY TO HIP AND
RIDGE JUNCTIONS,
ALL ROOFING INSTALLATIONS SHALL BE INACCORANNCE WITH FL# 20177.2 AND FBC 2014.
Building Department Product Ap roval Submitta Affldavk-
Contractor. TBA
Permit N Bul ng ress: Z630 ROCNSM
pen n e u e : Sw ng
ding Doors, Fixed Glass, Windows A Sky! is
Opening to FLNorNOA Product ModelN Manufacturer Glass
Attachment Method Type. Size, Spacing& Building Product
Description
Embedment (DISTANCE FROM CORNER/DISTANCE Design Design
N
O.C.) Pressure Pressure
1/4" X 11/4' MIN, EMBED TAPCON 0 4" / 16" O.C.
SEE ELEV.
+/-45
F11 PIASITPRO IMPACT
1 FL#17347 B F.G. DOOR DOOR
2
FLN17347.6
F.G. DOOR
GLAZED F'
DOORS
PLASTPRO
IMPACT
1/4' X 11/4" MIN. EMBED TAPCON @ 6" / 14° D.C.
SEE ELEV.
+/- SO
SMOOTH
N/A
.
3
FLU
F.G. DOOR
PLASTPRO
1(4° X 11/4" MIN. EMBED TAPCON @ 6" / 14" O.C.
SEE ELEV.
+/- SO
15180:11
HOAIf
S.H.
55005N
PGT
IMPACT
3/16" X 13/8" MIN. EMBED. ULTRACONS AT 61/2'
SEE ELEV.
+/-50
4, S & 7
1614.03
417
WINDOW
ZZ" O.C.
H
(2 ROWS)1/4" X 13/8" MIN. EMBED. ULTRACONS
6
NOAN 16-
OMG
5570•
PET
IMPACT
AT 6" / 24" O.C. AND CLUSTERS OF 3 AT PANEL
SEE E.
LEI/
* 80
OSOS.01
WINDOW
WINDOW
INTERLOCKS
Product
Made[N
Manufacturer -
Attachment Method - Type, Sire,
Building
Product
-
Spacing, Embedment & Stiffener eta
Design
Design
Pressure
Pressure
N/A
M_ ulRom
_
i
5-V
JATAYLOR
PER ROOF ASSEMBLY ON PLANS
.79.1
-82.25
Roof
PLO 20177.2
SIdIng
MIA
Soffit
STUCCO
SEE DETAIL ON PLAN
Hurdwns N/A .
P•rr4
1 have revlewed the above product approval Information and approve It.
Name: Paul Welch P.E. Certlficatlan Number: 29945
Arad
Go
AT Pon
FF1
- J
P
TJ x(,
D
•
a,
,
.
���f1,1:�
Gott•J?E2-
(ox�ox7
GbLINbH?
'
,t
��V "�
�.
.
1
oo.
13�i
o�
O
NA
l3�tL
to
04
in
/C
GiiLl
~tuhf
ua.
pr.
•
It
c(
, _.
4,
EC a'Jq).y1i"/�
00'QII i"
v `-
d' blWltJt1 W,
i�2TdP.
t t,
� �i.
INaL�il.nnofJ
•
o
�
-T
AQ
I
fitn:a%be
•
o�
c'
a rs� .
..
•
•
-WiviOLA IN..
Awl
�OX�
$
lOi�tOX�
%AsAvlo. e AK For--r
I
1
e
O
I
VIA
/ ha /l
J1 Iz� Harz via r.
..
L042CF-'
0
0
i
W-I'G' I . 3'- :2"
L"
'
C6vEr?�r �uTe�r
-
IIT
i
i c
L�I
- s Planning & Development Services Department
e Building & Code Regulations Division
2300 Wrglnla Avenue, Fort Plerce, FL 34982 - (772) 462-1553
CertlOcatlon for Design Load Compilancii
Project Name: HAMRICK RESIDENCE
Project Address: 289E S. BROCKSMITH RD
Perhnit#:'• Occupancy Type: R . Construct ion Type: V
INSTRUCTIONS FOR E• .
e Thls tertHlcatlon must he completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commencil with all permit applications Involving the followingi -
.o New Residences (single or mull -family) -
• Residential Addition
o Any accessory structure requiring a building permit -
oAnynon•residentlalstructure. .
' Note. Form not required for interior renovations provided that no exterior structural elements are affected and -
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: tcamokte all that apply)
1. DESIGN CODE: Florida Building Code 2014 Edition with 20M Supplements using ASCE 7.10
Z. Structure Designed as (check one): X Enclosed Partially Enclosed: _Open,
3. Risk Category: _ I XII_ III_IV Exposure Category: _B X C -D
4. Design Wind Veiodty 160 mph 124 ASD N/ALRFO End Zone Width: S it -
S. Mean Roof Halght: 15 R Roof Pitch: 5 :12 Parapet: N/A it6. Components & Cladding Design Pressures Used: (PSF, based on 10sgit elf IS'MRH, clearly label on all plan openings):
19.3 19.3 19.3 33.6 33.6 N/A -
Zone 1: -30.7 Zone 2 -53.5 2Oee 3c -79.1 .Zone 4: -36.4 ZOna 5: -44.9 Garage:N/A
7. Design toads: poor. 40 PSF Roof/Dead: 5 PSFRooF/Uve: 20 6alwttye-N/A pSF
Dock: N/A PSF Deck: N/A AF Stelrs: N/A PSF Fenn: N/A PSF Rellingst N/A PLF / CONCENTRATED
& Were Shear Walls Considered For Structurei�Yes_Not•Appllpble Explain Why Not:
9. IsA Continuous toad Pads Provided? • )L„Yes_NotApplicable Explain Why Not:
10. Design Soil Bearing Pressure: 250E PSF. II Test Reports Submitted? Yes -
DESIGN PROFESSIONAL CERTIF j:A710N STATEMENT:
- I certify that, to the best of my knowledge and belief, the attachediplans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
counly- I also certify that structural elements depicted on these plans provide adequate resistan4to the design -
forcesspeclRed: _ -
Paul Welch P.E. 29945 / 5115
Print Name . r,'. 'Cart# & CO. CertAuth.
( n' Paul Welch -Inc. '
ON PLAN 10/17/2017
. Signature, Date, and Seal ..'19114 S.W. BiRmore St Suite #114 Port St. Lucie, FL
y(y9.�b0e AJGq. Company Name& Address
�G
1 CISu'r l'' fo K S 4" LO+JL. L&Nh1N C4
7
LINTEL SCHEDULE
LINTEL#
LENGTH/TYPE
GRAVITY
LOAD
GRAVITY
'LOAD
UPLIFT
LOAD
UPLIFT
LOAD
COMP091TE
BEAM
Irl
24'--P 2B8" PRESTRESSED
4S0
150
267
007
61H-IT
L,2
IT-4" 208"PRETRESSED
1326
375
320
200
8F16IB-IT
113
19'4" 232" PRESTRF.SBED
Ar
M61B-1T
[.4
5-10" 70"1tECE99ED
4242
1000
1960
3S0
8RF1418-1T
1L-S
41-4" 52" RECESSED
S260
70D
-3635
200
81114 MIT
,6
7-6^ Sri" V- LS
613-1
600
2724
300
F1618-1T
L7
4'-0" 48" U-1.uwrEu
3920
250
3079
100
SIF-12 -iT
.. rplup O
NOTE: WHEN UMEL IS IN VAR[OUSLOCA
TIONS. WORST CASE LOADING I9 SHOWN '
y N=,:PROVIDE-CABrCRETE"PRBCASTCWICREE IWIELAS NOTED ON PUNS. .
U
�w;
.41
Oil pml�
O
"3
WINDOW
/ DOOR SCHEDULE
SIZE f TYPE
NOTES
1
BL 2 6 6 &FRENCH DOOR ''
FULL GLAZED
2
2868FRENCHDOOR
-
HALF GLAZED
3
2 8 6 8 SOLID CORE DOOR
SOLID CORE
4
&H.25 WINDOW 3/4" W X 63"'
EGRESS'
5
SJL'22 WINDOW73/4" W X26•
TEMIPERZD
6
3 0 2 0 HORIZONTAL ROLLER
TEMPERED
7
SIL IA2 WINDOW 71/4" W X26" InTEMPI
A
2 8 6 8 EM D4TERIOR DOOR
B
26681LC.1NTERIORDOOR
C
306SPOCKETDOOR
D
4 0 6 8 INTERIOR BI-FOLD DOOR
E
2 0 6 8II4TER10R BI-FOLD DOOR
Co��MN waa gymC•I� LvAl4 jBtl,{,L, r M
TABULATION
LIVING
1,364
Sq. Ft.
COV. ENTRY
188
S . Ft.
STORAGE.
52
S . Ft.
CARPORT
340
S . Ft.
So. Ft
TOTAL
1,944