HomeMy WebLinkAbout127 Langston Dr + (a)�ECE0W
PECEIVEr
SEP 3 0 2010
a_
i
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
3 7X, l , /
Application No: ®" yU Documented Construction Value: $
Job Address• 2 �� Hi toric Distri t Y F1 N ❑
es o
Parcel ID: Zoning: �C
Description of Work: f�/»� 4" i/ vel
Plan Review Contact Person:
Phone:
Fax:
E-mail:
Property Owner Information
Name 2
Street: ►/�
City, State Zip)
T
Title:
Phone: A713,2 -3—&a
Resident of property?
Contractor Information
J- kiAiltT-/S',? C C . Q"
Name Phone:
Street: Fax:
Fax: — S
City, State Zip: = 325 3 State License No.: C&C—
Architect/Engineer Information `` 7.n(4 / � C F�, tf�. C0
Name:4c-c� Phone:i�,'--/y3z)
Street: hi- 2Ce Fax: ?� _ a3S
City, St, Zip: �-- L� E-mail:/�5�2-A►3� J S�7tUl.. - CVM
Bonding Company:
Address:
rr
Building Permit L4,1
Square Footage: /71
No. of Dwelling Units:
Electrical ❑
New Service — No. of AMPS:
Mortgage Lender:
Address:
PERMIT INFORMATION / 6 9, 3 � � 7
Construction Type: A��a No. of Stories:
Flood Zone:
Plumbing ❑
New Construction - No. of Fixtures:
Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads:
Ir
AIDIDITION TO A FRE511DENCE POfR-.
121 LANG;STON EDFZVE
5ANFOfRED I FLORIDA
DR. X�
'15
W14 I ff & 1: mi Fj M 6191 = �
33.
NORTH
SITE PLAN
SCALE: 1' =10'-O'
01140 D0 D111ONA BE
$AN�0EWEp MADS UEOC� p W TE
•�( PIl' OR DERMA L•CEt4se ? A YvO � A1_1r
10 BE AU E SH
E A 0 Ro Z -s -AN G�VEND THEA CORK ►ON
TH NCgL A OF THE- M1T PR pJiRmG As-rvucv
LAOV151ON�'OF A PE AF TER R4AN5, CO
SI gUAMCEOM THERON TH`T E CODES
D ON pF ER ICRP }0NS OF
oft OTHER
Mt4FORD SUILOING OEM
PLANS ARE RmEWED AND CONDiTI Y
prOR PERMIT, A ENSE TIO ROCSgp�H
Ugp TO BEA LIC
THE WORK AND NOT AS AUTHORITY THE
CANCEL ALTER, OR SET kSI
PERMIT PREVENT THE BUILDING
PROVISIONS T THE TECHNICAL CODES, NOR SHAL
CO
ISSUANCE OF A
DEPT FROM THEREAFTER REaNSRGONSTRU��
'170N OF ERRORS ON THE PLA
QR OTHER VIOLATIONS OF THE CODES.
AfiRE A TA55
OF DIRAWINGS
LOT COV5RAGE
TA5LE
SHEET #
DESCRIPTION
C5 ..............
COVER SHEET
EXISTING FIRST FLOOR A/C
NEW FIR5T FLOOR A/C
NEW 5ECOND FLOOR A/C
1,828
555
429
SQ.
SQ.
SQ.
FT.
FT.
FT.
TOTAL CONDITIONED
2,812
SQ.
FT.
NEW GARAGE
NEW COVERED AREA
515
160
SQ.
SQ,
FT.
FT,
TOTAL UNCONDITIONED AREA
135
SQ,
FT.
koLo
koM
H-4
ccl tll
r cQ
TOTAL
3,54-1
SQ.
FT.
INDEX
OF DIRAWINGS
LOT COV5RAGE
TA5LE
SHEET #
DESCRIPTION
C5 ..............
COVER SHEET
A-1 ..............
FOUNDATION PLAN
A-2 ..............
FLOOR PLAN
,A-3 • ...... • • • •
• • • EXTERIOR ELEVATIONS
A-4 ..............SECTIONS
4 DETAILS
A -S ..............
DETAILS
A - 6 ..............
ROOF PLAN
E-1 ..............
ELECTRICAL PLAN
NEW CONSTRICTION
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED THE REQUIREMENTS OF SEC. 8301 OF THE
FLORIDA BUILDING CODE RESIDENTIAL 200-7 EDITION
WITH 2009 REVISIONS.
1. BASIC WIND SPEED = 120 MPH
2. WIND IMPORTANCE FACTOR = 1.0
3. WIND EXPOSURE = CATAGORY C
4. INTERNAL PRESSURE COEFFICIENT = .18
N
LOT COV5RAGE
TA5LE
z
TOTAL LOT
TOTAL AREA COVERAGE
10,80(o SQ. FT.
3,118 SQ. FT.
LOT COVERAGE PERCENTAGE
28.85ro
0
NEW CONSTRICTION
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED THE REQUIREMENTS OF SEC. 8301 OF THE
FLORIDA BUILDING CODE RESIDENTIAL 200-7 EDITION
WITH 2009 REVISIONS.
1. BASIC WIND SPEED = 120 MPH
2. WIND IMPORTANCE FACTOR = 1.0
3. WIND EXPOSURE = CATAGORY C
4. INTERNAL PRESSURE COEFFICIENT = .18
N
a
co
z
N
0
p
0
D
}
=
U
Nq
Zlk
ci
tfl�
>
koLo
koM
H-4
ccl tll
r cQ
O
0
Q
z
0
o
0
w�
�w
z
W
r
0
W
0
_
O
U
O
C
O
z
gQ
0
w
_
Lu
a
co
z
N
0
00
0
D
O
=
U
Nq
Zlk
ci
tfl�
>
koLo
koM
`y t
cis
i
,
Lu
a
co
z
N
0
00
0
D
�ko
MCO
c
=
Nq
Zlk
ci
>
koLo
koM
�
o
0
Q
z
o
0
w�
�w
z
o
LL
�-
LL
_
o
z
a
w
O
z
gQ
0
w
F-
V)
N
cl)
LO
a
o
C�d Q0CJ
Q)
z
co
N
N
Q
SHEET
OF
CS
a
co
N
0
00
0
�ko
MCO
c
Nq
Zlk
koLo
koM
�. Z-
w�
�w
W
V
ii
w
cl)
LO
C�d Q0CJ
Q)
>
co
N
N
o
�"
h
ko
rr1
Nq
c1
SHEET
OF
CS
4' THICK REINF.
CONIC SLAB
04 4
1 ONE STORY FOOTING
4' THICK RE INF.
CONIC SLAB
GRADE
-(2) 05 BARS CONT.
MIN 3' COVER
4' THICK REINF.
GRADE
GONCONICSLAB
o
0 8' (1) +'5 BARS CONT.
- MIN 3' COVER
(3) 05 BARS CONT.
MIN 3' COVER
2 TWO STORY FOOTING:
BGALE, V1' ■ I'-0'
3 THICKENED EDGE
SCALE: I/7' ■ I'-®'
24'x24'x10' CONIC
FTG W/ (3) 5 Eiu.
4' THICK RE INF.
CONIC SLAB
RECESS FOR DOOR
8' 11 L
(1) 5 BARS CONT.
MIN 3' COVER
GARAGE DOOR FOOTING
FOUNDATION FLAN
SCALE: 1/4' =1'-0'
4' THICK GONG.
SLAB (VARIES W/
4 SLOPE)
e d n
(1) 45'S CONT.
8' 4' THICK
CONC. SLAB
� INSIDE FtCs. At GARAGE CURB
ALL LAPS 25' MIDI
�-- DOWEL LAPPED
WITH WALL REIN.
L GROUTED CELL ..r.,
DETAIL
TYP. REBAR LAP
* CORNERS
v
TIE TO HORZ. BARS
GROUTED
BOND BEAM
E-4
44w
Z
o�
o
'
w
U
F-
c1
VERT. RE INF.
}-
I
IN GROUTED
uj
co
CELL
d
(D
Lu
ZW
w
W�
E~
Em
�Q
;a W
o0
_1
CLEANOUT REQ'D
w
FOR GROUT LIFT
o
Q
> 5 FT. UNLESS
J
FOOTING OWL IS
z
�n 6' NOOK
NOT REQ'D.
STEM WALL FOOTING �—I
_ cr
i 3' MIN.
— i COVER
— —
HORZ. REINFORCING
w
ga
DETAIL
F
VERTICAL WALL REINFORCING
SHEET
A-1
OF
45
7w
E-4
44w
V
o�
o
h
w
F-
c1
kok
co
cco
Q
--NN
"�
n2
co
� b
d
(D
Lu
w
W�
E~
�Q
�
o0
Q
w
z
O�
o
OCie
E-4Ulw5.
z
—cvcn�ti11�9ra0
a
zo
0
O
w
ga
F
F-
o
d
0
Q
W
r
0
A
F0
Q
Q
U
-
SHEET
A-1
OF
45
7w
E-4
44w
V
o�
o
h
w
F-
c1
kok
co
cco
Q
--NN
"�
n2
co
� b
d
(D
Lu
w
W�
E~
�Q
�
o0
Q
w
z
O�
o
OCie
E-4Ulw5.
z
a
zo
0
O
w
ga
F
F-
o
d
Q
z
Q
SHEET
A-1
OF
45
Q
E-4
44w
0
o�
o
h
c1
kok
co
cco
Q
--NN
"�
n2
co
� b
d
M
�l
44
W�
E~
SHEET
A-1
OF
45
E-4
44w
h
c1
�
Lo
Q
co
C�d Q.)
`IJ
d
N
�l
44
N
(j)o
E-4Ulw5.
�I
CI
U
SHEET
A-1
OF
45
EX. FAMILY RM.
SECOND FLOOR FLAN
SCALE: 1/4' =1' —0'
/'-4' \
)OR
FLOOR ABOVE
II
3R4RY I
MOVE WINDOW AND
MASONRY BELOW FOR
NEW OPE ING—PATCH
TO MATG EXISTING cA
4
GALLERY — —4 2 -CAR GARAGE
_ — — — — --------- -- — --- I I r
0 L INE OF — I I i
CATHEDRAL CLCs — — '
m�8 WALL LEGEND
' 20'-2' I I f
PATIO NEW 8' CMU WALLS
N
�t 3068 I 15 GAL. QUICK NEW &' FRAME WALLS
0 I RECOVERY
r I WATER HEATER
I
NEW INTR FRAME PARTITIONS
:t I
— — — — — — —
EXIST. WALL/PARTITIONS
8'x8' G—L BLK — —
V-10,------------- 10-31
54'-9'
FLOOR FLAN
SCALE: 1/4'=1'_0.
O
V
Z
9
w
�
O
r
w
00
w
9
koto
co co
M
4
Q
00
W
Z
0
I
LL
--N
cq
Z
L
0
wz
�
Li
I
H
i
U-)
N
h
0
�
�
Q
UUJ I�
Z
Q
E-4
w
�1
W
h
�
C�d
(/)c)
(z)1117.
. URB
\
,\
N
�l
W.0 3
5ATH
O
cvco
0
cri
---
N
X
OPEN TO BELOW
Y
e
� o
GIRCUI
\
VERIFI
N
0
OVERLOOK
i
EX. FAMILY RM.
SECOND FLOOR FLAN
SCALE: 1/4' =1' —0'
/'-4' \
)OR
FLOOR ABOVE
II
3R4RY I
MOVE WINDOW AND
MASONRY BELOW FOR
NEW OPE ING—PATCH
TO MATG EXISTING cA
4
GALLERY — —4 2 -CAR GARAGE
_ — — — — --------- -- — --- I I r
0 L INE OF — I I i
CATHEDRAL CLCs — — '
m�8 WALL LEGEND
' 20'-2' I I f
PATIO NEW 8' CMU WALLS
N
�t 3068 I 15 GAL. QUICK NEW &' FRAME WALLS
0 I RECOVERY
r I WATER HEATER
I
NEW INTR FRAME PARTITIONS
:t I
— — — — — — —
EXIST. WALL/PARTITIONS
8'x8' G—L BLK — —
V-10,------------- 10-31
54'-9'
FLOOR FLAN
SCALE: 1/4'=1'_0.
O
V
Z
9
w
�
O
r
w
00
w
9
koto
co co
M
4
Q
00
W
Z
0
o
LL
LL
--N
cq
Z
L
0
wz
�
W
V
w
�
O
w
00
koto
co co
M
Q
00
W
Z
0
o
LL
LL
--N
cq
Z
0
wz
�
H
U-)
N
h
0
�
�
Q
0
Z
Q
E-4
w
Q
co
0
to
00
koto
co co
M
--N
cq
to b
c'
h
E-4
w
�1
h
�
C�d
(/)c)
(z)1117.
N
�l
O
cvco
0'-0' FIN. FLR
Q
120 M.F.H.
LEI
WIND PRESSURE TA5LE
iLtL
WINDOW AREA
N N
ko
cv) co
OI
IN 80. FT.
POSITIVE
NEGATIVE
FIBERGLASS SHINGLES -
MATCH EXISTING
25.9
-28.1
J -11
AL
100' 20.0'
241
-26.9
20.0' 50.0'
23.2
-25.4
FRI
500, - 100.0'
22.0
-24.2
E
1 L i i
Ll Tilt
J11L LIL
-215
E
off - 10.01
25.9
-34.1
10.0' - 20.0'
24.7
-32.4
Z11
20.0' - 50-0-
23.2
-293
z w
50.0" - 100.0'
22.0
-26.9
ft
0
L)
100.0- - 500.0-1
193
-215
OIL
EAVE WGT T
cj Q)
4-z 0�
11:41 t>
C/)
Lo
ill
Fz�_EET
H. RzAterzo
S T'Uq(;0.FIN
. ..
•
EXISTING ROOF
V-8' FIN. 2ND FLR
.. . . C.
, I - I-
I
J lli-I LI .
it I
ll
BRCx.l
it11
`�
EXISTING
0'-0' FIN. FLR
Q
120 M.F.H.
LEI
WIND PRESSURE TA5LE
WINDOW AREA
N N
ko
cv) co
OI
IN 80. FT.
POSITIVE
NEGATIVE
0.01-10.01
25.9
-28.1
FRI
100' 20.0'
241
-26.9
20.0' 50.0'
23.2
-25.4
FRI
500, - 100.0'
22.0
-24.2
E
50.0' - looff
I93
-215
E
off - 10.01
25.9
-34.1
10.0' - 20.0'
24.7
-32.4
Z11
20.0' - 50-0-
23.2
-293
z w
50.0" - 100.0'
22.0
-26.9
ft
0
L)
100.0- - 500.0-1
193
-215
0'-0' FIN. FLR
Q
PRONE" ELEVATION
SCALE: 1/4'a 1'-0'
Li L
FIBERGLASS SHINGLES- I I I I LiLLLL]
t MATCH EXISTING
L LI' IJ
ij L 1L
Li
Lu
EXISTING ROOF
-7
kSTING
I
I III ill Mill lifill 111111 111111 11111 Will Will 111111 111111 1111J11 11111 1111
I ILI 1. WI j i I LLLLLJ!
Lai
4 �11L11 1#11
j !L
ttm� '1 111111 1 11 1 1 1-1 1
_8'_0� BhG.
0'-0' FIN FLR
EXISTING ROOF BEYOND
GABLE END \/SNT,;t4AT'C'H*.*r=*XISTiNG'.*..,..'.".'-
-0 EAVE rlGI
12
C31-81FIN. 2ND FLR
6VERIF
V-0
EXP. JT.
7
\-STUCCO FIN.-/
MATCH
r=xIST'd
—EXISTING IBEYOND
-STUCCO FIN. 4X4 F.T. POST
. . . . . . . . . . . ..
...EXP. JT,
ROW -VX& GLASS
BLOC•TOP &I
--s T'UCCO:FJN.*
0
-0FIN. FLR
REAR ELEVATION
SCALE: 114's 1'-0'
GABLE END VENT -MATCH EXISTING
GABLE END VENT -MATCH EXISTING
12.. _ ..' 12
B, VERIFY VERIFY E,
ROOF PITCH TO
MATCH EXISTING.. ` .. - ROOF PITCH TOMATCH EXISTING
IXro WD.
1X6WD
FASCIA MATC�
ASCIA-MATCH
J1111i,
EXISTING X
EAVE HGT
efUCCO
STUCCO FIN.
EAVE HGT
M5
R5
............
P -777-=
-W FIN. 2ND FLR
V-8' FIN. 2ND FLR
. -
81-01 5RG
EXISTING 5EYOND It
BEYOND EXISTING
�2'-O
•
I' OW• dLASS -
%
BL K EXISTING BEYOND
0' FIN. FLR
0'-0' FIN. FLR -
0'
- — - — - — - — - — - — ---
SIDE ELEVATION SIDE ELEVATION
SCALE: 1/4'z1'-0' SCALE.- 1/4'=I' -O'
LEI
-
PRONE" ELEVATION
SCALE: 1/4'a 1'-0'
Li L
FIBERGLASS SHINGLES- I I I I LiLLLL]
t MATCH EXISTING
L LI' IJ
ij L 1L
Li
Lu
EXISTING ROOF
-7
kSTING
I
I III ill Mill lifill 111111 111111 11111 Will Will 111111 111111 1111J11 11111 1111
I ILI 1. WI j i I LLLLLJ!
Lai
4 �11L11 1#11
j !L
ttm� '1 111111 1 11 1 1 1-1 1
_8'_0� BhG.
0'-0' FIN FLR
EXISTING ROOF BEYOND
GABLE END \/SNT,;t4AT'C'H*.*r=*XISTiNG'.*..,..'.".'-
-0 EAVE rlGI
12
C31-81FIN. 2ND FLR
6VERIF
V-0
EXP. JT.
7
\-STUCCO FIN.-/
MATCH
r=xIST'd
—EXISTING IBEYOND
-STUCCO FIN. 4X4 F.T. POST
. . . . . . . . . . . ..
...EXP. JT,
ROW -VX& GLASS
BLOC•TOP &I
--s T'UCCO:FJN.*
0
-0FIN. FLR
REAR ELEVATION
SCALE: 114's 1'-0'
GABLE END VENT -MATCH EXISTING
GABLE END VENT -MATCH EXISTING
12.. _ ..' 12
B, VERIFY VERIFY E,
ROOF PITCH TO
MATCH EXISTING.. ` .. - ROOF PITCH TOMATCH EXISTING
IXro WD.
1X6WD
FASCIA MATC�
ASCIA-MATCH
J1111i,
EXISTING X
EAVE HGT
efUCCO
STUCCO FIN.
EAVE HGT
M5
R5
............
P -777-=
-W FIN. 2ND FLR
V-8' FIN. 2ND FLR
. -
81-01 5RG
EXISTING 5EYOND It
BEYOND EXISTING
�2'-O
•
I' OW• dLASS -
%
BL K EXISTING BEYOND
0' FIN. FLR
0'-0' FIN. FLR -
0'
- — - — - — - — - — - — ---
SIDE ELEVATION SIDE ELEVATION
SCALE: 1/4'z1'-0' SCALE.- 1/4'=I' -O'
of
N N
ko
cv) co
OI
ko
co co :1h
c")
0-3
c1ii?
ko
bM
c?.
E,4
z
E-4
Z11
co
C�6 Q
ft
0
L)
of
N N
ko
cv) co
OI
ko
co co :1h
c")
0-3
c1ii?
ko
bM
c?.
E,4
E-4
Z11
co
C�6 Q
L)
cj Q)
4-z 0�
11:41 t>
C/)
Lo
ill
Fz�_EET
of
J
J Z O
08d GUN NAILS 64" O.C. 2X4 COLLAR TIE F2X RIDGE }
TOP 4 SOTTOi" 1 EDGES EVERY OTHER RAFTER t-
2X6RAFTER
Ilk m A/
2-12d EVERY TRUSS 0 --
1X8 NAILER �t0 NAILERRAFER U \0w 0
3-12d
TYP. EXTERIOR SHEATHING ATTACHMENT
FOR SHEAR AND UPLIFT (O.S.B. TO RE
STRUCTURAL GRADE) CONNECTORS
FROM PLATE TO STUD TO PLATE ARE
NOT REQUIRED EXCEPT AT OPENINGS
1*86 GUN NAILS
c� 6 12' O.C. IN FIELD
z _
U z
o
NN
TYP. FLOOR DECKING ATTACHMENT
TO FLOOR JOIST EA. SHEET TO SE
GLUED AT ALL EXPOSED JOIST
S CI I ON A2 _ COVER _ / RAILING NOT SHOW IN OPOSITE SIDE TO
COMPLY WITH SECTIONS 8311 AND 8312 OF THE
- SCALE: 3/8'=1'-0' - FLORIDA BUILDING CODE 2001 RESIDENTIAL.
NOTE:
STAIRS RISERS TO CONFORM TO SBCCI
1112-1112."1 2R+IT=24'-25' 3/16' MAX. VARIATION IN
RISERS/TREADS ADJACENT TO EACH OTHER
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
FIBERGLASS SHINGLES ON TO BE 13/4' +-1/4' OR PROVIDE EQUIVALENT
15" ON 1/2' EXT. GRADE GRASPABILITY WINDERS- MIN. 6' WIDE g
PLY WD. NARROW END MIN. 11' WIDTH IT 12' FROM
12 NARROW END 34' MIN. HANDRAIL HGT.
PRE -ENG. TRUSSES NOTE:
24' O.C. TCH Pf 5
g RAILINGS DESIGNED IN ACCORDANCE WITH
SECTIONS 8311 AND 8312 OF THE FLORIDA
BUILDING CODE 2001 RESIDENTIAL. •
o 'o o
TYPICAL HANDRAIL SHALL BE RETURNED TO M o
THE WALL, FLOOR, OR SHALL TERMINATE At a L
1/2' SAG RESISTANT I NEWEL POST. PER SECTIONS 8311 AND 8312 OF
R-30 BATT DRYWALL THE FLORIDA BUILDING CODE 2001 co w
INSULATION RESIDENTIAL. M co
- EAVE HGT M
1X6 WD FASCIA- A C ATC
MATCH EXISTING X XI 1X6 WD FASCIA- W
MATCH EXISTING
I I
3/8 PLYWOOD SOFFIT 3/8' PLYWOOD SOFFIT
4 CONT. SCRN VENT I/2 GYP. BD. 4 CONT. SCRN VENC
_
TO MATCH EXISTING I
TO MATCH EXISTING
R-19 BATT R-19 BATT s s' CMU-- 1'X4' P.T. NAILER
E-4
1/8 STUCCO FIN. ON INSULATION INSULATION FIBERGLASS SHINGLES ON --1/2' DRYWALL W
METAL LATH, BLDG TOP, SIDES e BOTTOM: W
PAPER OVER 1/2' s 15* ON 1/2' EXT. GRADE 1X4 PT WINDOW BUCK
I s
PLYWOOD. ! ; a PLY WD. W/4d CUt NAIL ORI 3/8' t -NAIL
2X6 STUDS ( ) CAULK UNDER NAILING FIN ENTIRE
EACH AVAILABLE JOINT. PERIMETER BEFORE NAILING, NO
Do
1/8' STUCCO FIN. ON PREF ENG. CRUS ES 12 LIGHT t0 BE SEEN AROUND WINDOW.
12 i 61 I METAL LATH, BLDG 6 24 O.G. �
PITCH 6 SECURE WINDOW THRU BUCK INTO MASONRY q M
W/3/ib X 2 1/2 tAPGONS IN EVERY r n
PITCI-I �✓ ! m. PAPER OVER I/2'
13' -8 FIN. v.�
PLYWOOD. 2ND,FLR FACTORY DRILLED INSTALLATION HOLE,TF9 F1C�d
^ \
92
— _ — ,� 9'-4' T.O.M. BRC.
WINDQW/SGD ATTACHMENT IN 5LOCK -'
EXP. Jt. C/)
/ VINYL SOFFIT
EXISTING .. I �J
TRUSS -REMOVE 38' H. j l2) 2X12 W/ 1/2' U -�'' p q
RAILING �.. 3/8 PLYWOOD SOFFIT O Q
OVERHANG / SX8Xi6 CONT. PLYWOOD FLITCH I p� p BOND BEAM W/ 11) PLATE CONI. SCRN VENT (/� :,., cn W h
«5 BAR CONT.TO MATCH EXISTING c�
.
� p
! 1tco
0\\-3/4' STUCCO
EXISTING SLAB e
OVER BLOCK
MASONRY WALL cz
--1/2' DRYWALL
1x8 WOOD
TRIM 3/4' STUCCO ,4 0'-0' FIN. FLR 8' CMU s: 1'x4' OR I'X2' P.T.
OVER BLOCK NAILER
0'-0' FIN. FLR IX4 P.T. TO BE SECURED W/4d DOOR CASING
CUT OR 1 3/8• a -� - — e SEE FOUNDATION PLAN FROM EI6
ND AND 1,' O.C.
4'
(1) 45 BARS CONT. FOR FOOTING SIZES
4' CONC. SLAB STUCCO STOP MIN 3' COVER
EXISTING 16' X10' -� SECURE DOOR THRU BUCK INTO MASONRY
CONC. FOOTING b .. L 4' GONG. SLAB 111/3/16' X 2 1/2' TAPCONS IN EVERY
(2) 05 BARS CONT. SEE FOUNDATION PLAN COMMERCIAL F15ERMESN FACTORY DRILLED INSTALLATION HOLE,
MIN 3' COVER FOR FOOTING SIZES SHEET
SECTION 5 (2) 05 BARS S CT I ON C
DOOR JAMS TO SLOA-4
- SEE FOUNDATION PLAN SCALE: 3/8' = i' _0. COVER SCALE: 3/8"11'-0' FOR FOOTING SIZES -
OF
r
I/ 11i
— 1X8 NAILER —J -
OR 1/2' PLY. 2-12d EVERY TRUSS
OVERFRAMING DETAIL
"15 FELL DRAINAGE PLANE.
PAPERBACK LATH
WOOD BASED EXTERIOR SHEATHING - OSB.
1/8' NOMINAL STUCCO THICKNESS.
DRAINAGE PLANE OVERLAP CONTROL BEAD
FLASHING AND MEMBERANE STRIP OVER
WOOD FRAME/ MASONRY CONNECTION
METAL OR PLASTIC EXPANSION JOINT
MEMBRANE STRIP COVERING WOOD
FRAME/MASONRY INTERSECTION UNDER
EXPANSION JOINT EQUAL TO PROTECTO
WRAP 5T-20XL- 9' WIDE TO EXTEND 2'
BELOW THE CMU
3/4' STUCCO FINISH
ATIlrr'n FI AAWINrs MPTAII
FIBERGLASS SHINGLES ON
ROOF PITCH TO
15" ON 1/2' EXT. GRADE
MATCH EX 1ST INC
PLY WD.
� 2
/
`
TOP CORD BLOCKING AT 4'
_
PRE -ENG. TRUSSES
VERIF
O.G. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
� 24' O.G.
RAFTER OR TRUSS
ROOF SHEATHING
1/2' SAG RESISTANT
R-30 BATT DRYWALL
INSULATION
EAVE HGT
IX6 WD FASCIA-
MATCH EXISTING
1MA'-CH
X
!
ATC
15TIN 1X6 WD FASCIA-
1/2'MATCH
EXISTING
3/8' PLYWOOD SOFFIT
3/8' PLYWOOD SOFFIT
t CONT. SCRN VENT
1/2' GYP. BD.
d CONT. SCRN VENT
TO MATCH EXISTING
TO MATCH EXISTING
BUILDING LENGTH
R_19 BATT
1/8' STUCCO FIN. ON
INSULATION
METAL LATH, BLDGROOF
SHEATHING LAYOUT —
PAPER OVER 1/2'
2X6 STUDS
AND ENDWALL BRACING
PLYWOOD.
Q 16 O.C.
R-19 BAT
FOR GABLE END FRAMING
INSULATION
1/8' STUCCO FIN. ON
METAL LATH, BLDG
`
/
12140'
20' GIRDER!
TRUSS i
20' GIRC
TRUSS
ER
PAPER OVER 1/2'
PLYWOOD.
15 T At 10' 12'-6'
12
=
I
2ND FLR r5 VERIF
— . . —
aD
EXP. JT.
BRG.
20' GIRDER TREADxx
-,
IV-0'
..
TRUSS NOSINGI'
k'
#Sd GUN NAILS
1/2'
AG RES
STANT
(o ° O.C. IN FIELD
1X6 WD FASCIA-
A CL
A CH
8XSX16 CONT.
MATCHE XISTING EXIS
IN(
—R-3
S,b,Tt
EXIS
ING
BOND BEAM W/ (1)
W
INSU
Ai`[ON
"5 BAR CONT.
3/8' PLYWOOD SOFFIT
r
I
I
4 CONT. SCRN VENC
j
—
Q
TO MATCH EXISTING
4
\3/4'
z
3/4' STUCCO OVER
I
0
STUCCO
BLOCK
I
OVER BLOCK I
� U
10'
1/2' GYP. BD.
1/2' GYP. BD.
-
n
(3) 2x12
TYP. EXTERIOR SHEATHING
STUCCO C)TOP
I
I
r
STRINGER
I
ATTACHMENT FOR ROOF SHEATHING
2x4 P.T. BASE
�
PLATE
NOTE:
0'-0' FIN. F
UH N GLUED TO ROOF M
8 R_�j
4.
Q.
I
/"-8" 1EDGES 4 10"-12' IN FEILD
P.T. 2'1
4' CONC. SLA51
stucco STOP
SEE FOUNDATION PLAN
NAILER
COMMERCIAL FIBERMESH
FOR FOOLING SIZES
S
EE FOUNDATION PLANFOR
(2) 05 BARS CONT. MIN
FOOTING SIZES
/
3' COVER
(3) $5 BARS
CONT. MIN 3'
J
J Z O
08d GUN NAILS 64" O.C. 2X4 COLLAR TIE F2X RIDGE }
TOP 4 SOTTOi" 1 EDGES EVERY OTHER RAFTER t-
2X6RAFTER
Ilk m A/
2-12d EVERY TRUSS 0 --
1X8 NAILER �t0 NAILERRAFER U \0w 0
3-12d
TYP. EXTERIOR SHEATHING ATTACHMENT
FOR SHEAR AND UPLIFT (O.S.B. TO RE
STRUCTURAL GRADE) CONNECTORS
FROM PLATE TO STUD TO PLATE ARE
NOT REQUIRED EXCEPT AT OPENINGS
1*86 GUN NAILS
c� 6 12' O.C. IN FIELD
z _
U z
o
NN
TYP. FLOOR DECKING ATTACHMENT
TO FLOOR JOIST EA. SHEET TO SE
GLUED AT ALL EXPOSED JOIST
S CI I ON A2 _ COVER _ / RAILING NOT SHOW IN OPOSITE SIDE TO
COMPLY WITH SECTIONS 8311 AND 8312 OF THE
- SCALE: 3/8'=1'-0' - FLORIDA BUILDING CODE 2001 RESIDENTIAL.
NOTE:
STAIRS RISERS TO CONFORM TO SBCCI
1112-1112."1 2R+IT=24'-25' 3/16' MAX. VARIATION IN
RISERS/TREADS ADJACENT TO EACH OTHER
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
FIBERGLASS SHINGLES ON TO BE 13/4' +-1/4' OR PROVIDE EQUIVALENT
15" ON 1/2' EXT. GRADE GRASPABILITY WINDERS- MIN. 6' WIDE g
PLY WD. NARROW END MIN. 11' WIDTH IT 12' FROM
12 NARROW END 34' MIN. HANDRAIL HGT.
PRE -ENG. TRUSSES NOTE:
24' O.C. TCH Pf 5
g RAILINGS DESIGNED IN ACCORDANCE WITH
SECTIONS 8311 AND 8312 OF THE FLORIDA
BUILDING CODE 2001 RESIDENTIAL. •
o 'o o
TYPICAL HANDRAIL SHALL BE RETURNED TO M o
THE WALL, FLOOR, OR SHALL TERMINATE At a L
1/2' SAG RESISTANT I NEWEL POST. PER SECTIONS 8311 AND 8312 OF
R-30 BATT DRYWALL THE FLORIDA BUILDING CODE 2001 co w
INSULATION RESIDENTIAL. M co
- EAVE HGT M
1X6 WD FASCIA- A C ATC
MATCH EXISTING X XI 1X6 WD FASCIA- W
MATCH EXISTING
I I
3/8 PLYWOOD SOFFIT 3/8' PLYWOOD SOFFIT
4 CONT. SCRN VENT I/2 GYP. BD. 4 CONT. SCRN VENC
_
TO MATCH EXISTING I
TO MATCH EXISTING
R-19 BATT R-19 BATT s s' CMU-- 1'X4' P.T. NAILER
E-4
1/8 STUCCO FIN. ON INSULATION INSULATION FIBERGLASS SHINGLES ON --1/2' DRYWALL W
METAL LATH, BLDG TOP, SIDES e BOTTOM: W
PAPER OVER 1/2' s 15* ON 1/2' EXT. GRADE 1X4 PT WINDOW BUCK
I s
PLYWOOD. ! ; a PLY WD. W/4d CUt NAIL ORI 3/8' t -NAIL
2X6 STUDS ( ) CAULK UNDER NAILING FIN ENTIRE
EACH AVAILABLE JOINT. PERIMETER BEFORE NAILING, NO
Do
1/8' STUCCO FIN. ON PREF ENG. CRUS ES 12 LIGHT t0 BE SEEN AROUND WINDOW.
12 i 61 I METAL LATH, BLDG 6 24 O.G. �
PITCH 6 SECURE WINDOW THRU BUCK INTO MASONRY q M
W/3/ib X 2 1/2 tAPGONS IN EVERY r n
PITCI-I �✓ ! m. PAPER OVER I/2'
13' -8 FIN. v.�
PLYWOOD. 2ND,FLR FACTORY DRILLED INSTALLATION HOLE,TF9 F1C�d
^ \
92
— _ — ,� 9'-4' T.O.M. BRC.
WINDQW/SGD ATTACHMENT IN 5LOCK -'
EXP. Jt. C/)
/ VINYL SOFFIT
EXISTING .. I �J
TRUSS -REMOVE 38' H. j l2) 2X12 W/ 1/2' U -�'' p q
RAILING �.. 3/8 PLYWOOD SOFFIT O Q
OVERHANG / SX8Xi6 CONT. PLYWOOD FLITCH I p� p BOND BEAM W/ 11) PLATE CONI. SCRN VENT (/� :,., cn W h
«5 BAR CONT.TO MATCH EXISTING c�
.
� p
! 1tco
0\\-3/4' STUCCO
EXISTING SLAB e
OVER BLOCK
MASONRY WALL cz
--1/2' DRYWALL
1x8 WOOD
TRIM 3/4' STUCCO ,4 0'-0' FIN. FLR 8' CMU s: 1'x4' OR I'X2' P.T.
OVER BLOCK NAILER
0'-0' FIN. FLR IX4 P.T. TO BE SECURED W/4d DOOR CASING
CUT OR 1 3/8• a -� - — e SEE FOUNDATION PLAN FROM EI6
ND AND 1,' O.C.
4'
(1) 45 BARS CONT. FOR FOOTING SIZES
4' CONC. SLAB STUCCO STOP MIN 3' COVER
EXISTING 16' X10' -� SECURE DOOR THRU BUCK INTO MASONRY
CONC. FOOTING b .. L 4' GONG. SLAB 111/3/16' X 2 1/2' TAPCONS IN EVERY
(2) 05 BARS CONT. SEE FOUNDATION PLAN COMMERCIAL F15ERMESN FACTORY DRILLED INSTALLATION HOLE,
MIN 3' COVER FOR FOOTING SIZES SHEET
SECTION 5 (2) 05 BARS S CT I ON C
DOOR JAMS TO SLOA-4
- SEE FOUNDATION PLAN SCALE: 3/8' = i' _0. COVER SCALE: 3/8"11'-0' FOR FOOTING SIZES -
OF
r
I/ 11i
— 1X8 NAILER —J -
OR 1/2' PLY. 2-12d EVERY TRUSS
OVERFRAMING DETAIL
"15 FELL DRAINAGE PLANE.
PAPERBACK LATH
WOOD BASED EXTERIOR SHEATHING - OSB.
1/8' NOMINAL STUCCO THICKNESS.
DRAINAGE PLANE OVERLAP CONTROL BEAD
FLASHING AND MEMBERANE STRIP OVER
WOOD FRAME/ MASONRY CONNECTION
METAL OR PLASTIC EXPANSION JOINT
MEMBRANE STRIP COVERING WOOD
FRAME/MASONRY INTERSECTION UNDER
EXPANSION JOINT EQUAL TO PROTECTO
WRAP 5T-20XL- 9' WIDE TO EXTEND 2'
BELOW THE CMU
3/4' STUCCO FINISH
ATIlrr'n FI AAWINrs MPTAII
12
VERIFY S
FIBERGLASS
SHINGLES ON 150 ON
1/2' EXT. GRADE PLY FIBERGLASS SHINGLES ON 150
WD. ON 1/2' EXT. GRADE PLY WD.--\
R-30 BATT INSULATION GALV. ALUM DRIP
1/2' SAG RESISTANT DRYWALL
GALV. ALUM DRIP M TCH
E STING
1X6 WD FASCIA -
MATCH MATCH EXISTING
EXISTING 1X6 WD FASCIA -
MATCH EXISTING 3/8' PLYWOOD SOFFIT t
1/2' GYP. BD. CONT. SCRN VENT TO
MATCH EXISTING
3/8' PLYWOOD SOFFIT E
CONT. SCM VENT TO 1/8' STUCCO FIN. ON METAL
MATCH EXISTING LATH, BLDG PAPER
OVER 1/2' PLYWOOD.
2X6 STUD
a 16O.C.
1
R- IS BATT MEMBRANE ROOF'G < FLASHING
INSULATION ON 1/2' EXT. GR PLYWOOD ON 2X4
1/8' STUCCO FIN. ON METAL FRAMING a 24' O.G. - SEE ROOF
LATH, BLDG PAPER OVER PLAN FOR LOCATION AND SLOPE
1/2' PLYWOOD. 12
PITC1� �
20' GIRDER TRUSS
12 ,
9'-8' FIN. 2ND FLR CRICKI=T
lx
5 VERIFY
FIBERGLASS
SHINGLES ON 'BOON
1/2' EXT. GRADE PLY } EXP. JT.
WD.
8'-0' BRCS. 8'-0' BRG.
1/2' SAG RESISTANT
GALV. ALUM DRI z DRYWALL
R-30 BATT INSULATION
1X6 WD FASCIA- MATCH\_8X8XIro CONT. BOND EXISTING TRUSS
MATCH EXISTING EXISTING 8X8X16 CONT. BOND BEAM W/ (1) "5 BAR REMOVE OVERHANG
BEAM W/ (l) *5 BAR CONI.
3/8' PLYWOOD CONT.
SOFFIT t CONT.
SCRN VENT TO
MATCH EXISTING
3/4' STUCCO OVER
CMU BLOCK
3/4' STUCCO OVER BLOCK
' CONC BLOCK
8' CONC BLOCK
i
EXISTING SLAB 4.
MASONRY WALL
I
0'-0' FIN. FLR STUCCO STOP I STUCCO STOP
� 0--o' FIN. FLR
a EXISTING 16' X10'
CONIC. FOOTING
a
SEE FOUNDATION
PLAN FOR
FOOTING SIZES (2) 05 BARS CONT. SEE FOUNDATION PLAN
MIN 3' COVER FOR FOOTING SIZES (3) "5 BARS
CONT. MIN 3
COVER
DETAIL 1 DETAIL 2 DETAIL 3
SCALE: 3/4'=V-0' SCALE: 3/4'=I' -O'
12
5 VERIFY
Y PRE -ENG. TRUSSES m 24' O.C.
FIBERGLASS SHINGLES ON 15"
ON 1/2' EXT. GRADE PLY WD.
1/8' STUCCO FIN. ON METAL
LATH, BLDG PAPER
OVER 1/2' PLYWOOD.
R-30 BATT INSULATION
1/2' SAG RESISTANT
DRYWALL
\ `-1/2' GYP. BD.
R-19 BATT
INSULATION
2X6 STUDS im 16 O.C.
LSTA 16 W/ l4) 3/16' X
2-1/2' TAPCONS TO
EXISTING BOND
BEAM
-- 2X6 STUDS 6 16 O.G.
2X6 P.T. BASE PLATE
W/ 1/2 ROUND ANCHOR
BOLT 2'-0' O.G.
0'-0' FIN. FLR
d _C.
(2) 05 BARS CONT.
MIN 3' COVER
SEE FOUNDATION PLAN
FOR FOOTING SIZES
SCALE: 3/4'=I' -O'
MEMBRANE ROOPG E FLASHING
ON 1/2' EXT. GR PLYWOOD ON 2X4
FRAMING,s 24' O.C. - SEE ROOF
PLAN FOR LOCATION AND SLOPE -
12
�� Pf7r'Uli
R -30 INSULATION (TYP.)
\t_1/2' SAG RESISTANT
DRYWALL
1/2' GYP. BD.
R- IS BATT
INSULATION
\— 2X6 STUD
9 16' O.G.
TYPICAL 2X6 P.T. BASE BETWEEN
EX. TRUSSES W/ 1/2' ROUND
EXPANSION BOLI EA. I-_ ERG.
EXISTING TRUSS -1 OFFSET F.T. 2X6 3/4'
EXISTING TRUSS-
REMOVE OVERHANG
EXISTING SLAB
MASONRY WALL
0'-0' FIN. FLR
EXISTING 16' X10' tt
GONG. FOOTING -
DETAIL 4
SCALE: 3/4'= V - '
1
O
V
a
co
Q
z
W
r
0
Lu
e
00
Lu
4
0
8
W
H
�
U
D
�
a
Q
O
z
z
W
V
a
co
z
W
0
_
00
F"q
W
H
Lu
0
0
Q
O
z
z
0
�-'
O = Lu
LL
0O
(D
z
O
a-
w
z
gQ
0
tut
V'
H
v /
ko
co CIO
Q
z
Q
a
co
(ZI to
0
00
co M
tut
-� cv
ko
co CIO
w
W
h2\
cooC~
C�d
vJ
QL)
N
�l
vJ
vJ
U
ISO
tiQ)
O
r
1
ROOF FLAN
SCALE: 1/4'z 1'-0'
LU
U)
<
D
z
Z
o
u
c,
Ln
cl
(D
Z
CD
g`
0ko
co
to ko
Co C3
co
cv)
LU
U)
<
D
z
Z
o
u
Ln
cl
(D
Z
CD
g`
0ko
co
SHEET
OF
U)
<
D
z
CD
0ko
co
to ko
Co C3
co
cv)
cq
ko ko
co co
Lo
4"=
c/)
N
C\Z
C�d
C/)
QL)
co
co
48
,-c
c)
C/)
C/) 44
c', co
SHEET
OF
EX. 5EDIRM
EX. 5EPIRM.
EX. 5ATHRM
AFCI AFCI
F- — — — — — — — — — — -
EX. FAMILY RM. EX. L15R4RY
bN sEcON6�+41' FF-
IFLOOR
AFCI
------------- — — — — — — — — — — — — — — — — — — — — - IQ=—
AFCI
—#—Wp GALLERY TJ
11 GOV. PALO
N�
-zo
2 - GAIR
AFCI AFCI
70 AFCI
- - - - - - ELY- (W.HH.
Lo V
------------
W --- - -- --------- --
. . . . . . . . . . . .....
ON PHOTO CELL
ELECTRICAL FLAN
SCALE: 1/4' =1'-0'
A. - - - ------ - - - - - -- -
x
AFCI
AFCI AFCI
AFCI AFCI
SECOND FLOOR ELECTRICAL FLAN.
SCALE: 114'=V-0'
ELECTRICAL LEGEND
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
u
SWITCH
3 -WAY OPER.
2' LIGHT STRIP
z
Lu
SWITCH
uuuuuuuu
4' LIGHT STRIP
C)
�4
SWITCH
4 -WAY OPER-
JUNCTION 5ox
TDIM
SWITCH
DIMMER
W1-4
2'FLOURECENT
oC
6'FLOURECENT
ce
WALL
MOUNTED LIGHT
o
0
PANEL
CEILING LIGHT
0
METER
z
Lu
0)
VP
VAPOR PROOF
LIGHT
S,D,/C,M,
SMOKE / CARBON
MONOXIDE
DETECTOR
BATTERY
BACKUP
ce
z
0
RECESSED
CAN
Z
0
m
PENDANT
LIGHT
F-
CEILING
FAN W1 LIGHT
Q
T7
TELEJDATA
FLOOD
LIGHT
AIR. COND.
DISCONNECT
SP
SPEAKER
0
TELEVISION
JACK
z
VENT. PAN /CEILING
LIGHT COMBO
VENT. TO
EXTER.
IIOV OUTLET
VENT. FAN
VENT. TO
EXTER
IIOV OUTLET
1/2 OF OUTLET
WIRED TO
SWITCH
SCONCE
LIGHT
COVERED
LIGHT
CN2
66FI
110V OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
220V OUTLET
E)E5
EYEBALL LIGHT
-�-z
EXTERIOR
WATERPROOF:
OUTLET
QUAD OUTLET
d
Lij
co
u
Z
z
Lu
F-
ul
C)
Lu
m:
I
(D
>Lu
W1-4
oC
ce
Lij
co
u
z
Lu
F-
to
cv) cv)
C)
m:
I
(D
>Lu
W1-4
oC
ce
o
0
<
z
0
cq
ko ko
z
Lu
0
0
c') Z,
I
ce
z
0
ujz
Z
0
,-4
F-
<
V)
Q
V)
<
0
z
'
,sHr=ET E T
E-1
=7
co
N
Q
to
cv) cv)
I
j
co co
0'3
cv)
cq
ko ko
c') Z,
I
,-4
wI
Lo
P
CN2
C�6
C/)
QL)
-�-z
C/) .
d
ci
P. -C
C)
C/)
Lo
c\2 C/)
'
,sHr=ET E T
E-1
=7
L
UJ f;;; G T
121 LANGSTON lDfRIVE,
SAN�O�C� �LO�ID,4
INDEX
OF DRAUJINGS
SHEET #
DESCRIFTiON
CS .............
COVER 6HEET
A-1 ..............FOUNDATION
PLAN
,A-2 ..............
FLOOR PLAN
A-3 ................
EXTERIOR ELEVATIONS
A-4 ..............
SECTIONS 4 DETAILS
A-5 ............`..1DETAILS
A - (o ..............
ROOF PLAN
E-1 ..............
ELECTRICAL PLAN
NEW - CONSTRUCT I Oil
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED THE REQUIREMENTS OF SEC. R301 OF THE
s., FLORIDA BUILDING CODE RESIDENTIAL 2007 EDITION
WITH 2009 REVISIONS.
1. BASIC WIND SPEED = 120 MPH
2. WIND IMPORTANCE FACTOR = 1.0
3. WIND EXPOSURE = CATAGORY C
4. INTERNAL PRESSURE COEFFICIENT _ .18
NORTH
S 1 TE FLAN
SCALE:
t[1
Z �
lC.
=—c�,mttill�QrcO
O
U `4 WCL
0
� OU
LLL
O .
U
oC
ul
w
V
z
D _
uj
Lu
a zo
Z o
O o W �o
z z o
g
w
0 Q
cn �
Q
0
Q o
z
a
..
00 0�
kokO
co�
Loko
M o -
W�
C�d
cj
h W
W
W
O
® rnq
� � h
TIE TO HORZ. BARS GROUTED
---NBONE) BEAM —
4' THICK REINF.
CONC SLAB
41 THICK REINF. 4' THICK REINF. 4' THICK REINF. RECESS FOR DOOR 10
CONC SLAB GRADE GRADE CONC SLAB CONC SLAB VERT. REINF
ct) ALL LAPS 25'MR
IN GROUTED
4' THICK CONC. DOWEL LAPPED z CELL
SLAB � tu
4 '1 WITW WALL REW.
(VARIES W1
—SLOPE)
4 cA NA
v (1) 05 BARS CONT. (1) *5 BARS CONT.
MIN 3' COVER MIN 3' COVER (1) SIS CONT.
41 THICK ow
T
(3) #5 BARS CONT. CONC. SLAB 05 CORNER BAR
V-4- (2) 05 BARS CONT. GRO11TED CELL
MIN 31 COVER I
FOOTINCx INSIDE FTC. AT CxARACsE CURB
MIN 3' COVER t� — III I CLEANOUT REQ'D
ONE STORY FOOTINCx TWO STORY FOOTING THICKENED EDCzE Cx.4RACiE DOORDETAIL r 1, 1 FOP, GROUT LIFT
TYR REBAR LAP5 FT. UNLESS
mCOFNERS FOOTING DWL 15
NOT REQ -0.
31 MIN
STEM WALL FOOTING COVEk
WORZ. REINFORCING T J
F-.)ETAIL
)�VE�Tl�CAL WALL REINFORCING;
FOUNDATION FLAN
SCALE: 114'=1' -0'
O
LL
L---
ui
V
Lu
C3
00
Lu
�
O
co co
co
O
LL
L---
ui
V
C3
00
z
co co
co
co
(D
Lu
Lu
�
p
o
N<
zo
W
LL
Ln
Z
0
Lu
z
0
L<L
z
E.. Z, -
CQ Lo
coo
p
Cco CY)
92
�d
oC
'�
zi
z
<
04
Z"
C3
00
co co
co
co
Lo
co co
E.. Z, -
CQ Lo
coo
Cco CY)
92
�d
zi
04
cr) rq
&PEET
24'-8'
12'-3' 2'-6' 6'-9' 11'-2' ,
6 -9
R� �, BELOUJ
203m 2030
� 8izf DC�� m
21030 2 0
0 _ _
N H r
0 MIN. 36' H. LOW
PARTITION CURB
W.0 IRGULAR SKYLIGHT -
VERIFY RADIUS p
2-17
SATH
MIN. 36' H. LOW ,
PARTITION m
\ 4'-0' 12'-9' 2�_4, ._0. 4'_0, 10'-4'
cA b-
34' H. HANDRAILHOME OFFICE N
SIZIDC�I= OFI=N TO 5LOUJ I _lz--- ------------ N
_ C4
L INE OF
7 17 CATHEDRALCLCx
�p
_ app dJ
cD MIN. 36' H. LOW
Ll -m CIR ULA YLIGHT-
0 PARTITION N VERT Y RA IUS
m '_\� 8
8 L
0
OVERLOOK
`n
.I
�e
5RIDGECLOSETLi
r
� I
(2)4 10 FIX 650
-1'-8'
oll
4r-11'
EX. 5EDRM,
SE COAD FLOOR FLAN
SCALE: 1/4' =1'-0'
EX 5EDRM,
REMOVE WINDOW AND \
MASONRY BELOW FOR
EX. 5AT�4fRM NEW 2868 DOOR 4
FRAME -PATCH TO \
MATCH EXISTING
90-j0 OH GARAGE DOOR 8010 OHD GARAGE DOOR
2868
a
,
- REMOVE WINDOW AND m
MASONRY BELOW FOR — —
'--------- -- ----------
NEW OPENING -PATCH
TO MATCH EX15TINCx
LINE OF SECOND
TYP. 4X4 FLOOR ABOVE
WD. POST
EX. FAMILY RM, EX. L 15FRAIRY I
m _
N
-� G LLEIRY - -
- — 2 -CAR GARAGE
I � I
\\\.--Ll of I I S
I; I�°°" --- I I_ WALL LEGEND
068 I T&TOR_
IIci
20'-2'
I -
- I
a, I GOV. F AT I O
NEW 8' CMU WALLS
T P. 4X4
N I I I W. POST
3068 — - — — — -- — 15 COAL. QUICK NEW 6' FRAME WALLS
I RECOVERY
I _ r WATER NEATER
NEW INTR FRAME PARTITIONS
4X4 P.T. POS I
I
_ --- ----
-------------- EXIST. WALL/PARTITIONS
, 8'x8' Cs BLK
8 ,4
FLOOR FLAN
SCALE: 1/4'= V -0'
SHEET
a
0
0
o
CID
oC)
a
c�—
h
CC) co
M
M
Z
%Zzz
to Lo
M�
W�
W
-
co Lo
cy)
Nil
48
o�
4-41
o
rte^^ r
V
n2co
—Ntt1y'��4rtlJ
FfJ
Q
0
O O
�
SHEET
a
0
0
o
CID
oC)
a
h
CC) co
M
M
to Lo
M�
W�
W
-
co Lo
cy)
Nil
48
o�
4-41
o
rte^^ r
V
n2co
SHEET
El
EXISTING ROOF BEYOND �' •'''� � •� •�� ��
CABLE E VIE T- EXISTING..
-m V HST
12 0 M.F.H.
9' S" FIN 2ND
WIND FIRE&SURE T,45LE
EXP. JT. :.. :.. -
EXP: JT.'
WINDOW AREA
POSITIVE
NEGATIVE
o
Z
W
STUCCO FIN. :
'
IN 50, Fr.
0
MATCH = ....
EXIST C 1= -ROW 4xv&LASS .
A.0
0 - 10.0
25.9
-28.1
Q)
I
8
10.01 20.0
24.1
-26.9
N
❑C-
20.0' 50.0
232
-25.4
ko
Mco
CY)
❑
50.01-100.01
22.0
-24.2
Q
50-01-100.01
193
-215
O
1=
0.0' - 10.0'
25.9
-3471
d
Fr-,]
100 - 20.0'
24.E
-32.4
t
U
0
m�
H
20.0' - 50.0'
23.2
-293
I
50.0' - 100.0'
22.0
-26.9
Z
t
U
J
100-0' - 500.0'
193
-21.5
El
EXISTING ROOF BEYOND �' •'''� � •� •�� ��
CABLE E VIE T- EXISTING..
-m V HST
-0FIN. FLR N. FLR
REAR ELEVATION
SCALE: 1/4'=I' -O'
CABLE END VENT -MATCH EXISTING CABLE END VENT -MATCH EXISTING
12
S VERIFY
ROOF PITCH TO
. ... � VERIFY 5
ROOF PITCH TO
...... .... .
MATCH
MATCH EXISTING
,
:.. .. .
EXISTING
E
::.. .
.•.... -- .. • ... . � : • ... 1 Xro WD. 1X6 WD.
- ......-.. - - IA -MATCH FAS
GIA MATCH
S
.. .. EXISTING
dT�I` TiC
STUCCO FIN. SAVE HC�T
EAVE 1-IC7 S7UCC0'IN
9
9' ' FIN 2ND FLR
FIN. 2ND FLR11 111111 ilif 11 111111 111111
" _
- - ® _-- S
S' -01 BRG'
: E INC BEY
. . , . •....• • . ..... •' ... .:. .. •.. TING BEYO ---- X OND
IS
IST
. .. ...E fi'- •
•. ..: •• 1 -ROW 8 X8 --CLASS • :•. ... -. �' � OH D
. • 1 .• .. ,
• ••'••..:.... •.•. SLOGIC.B L • TOP• .••6'-8':' � _.: ••....•`-,•.• ''•�` : ' °� '.• - ..._
-EXISTING BEYOND --
LA
cA ❑
i;
STUCCO -
•
F.IN.
-m FIN. FLR ... -d' IN.
. . - - . F
�J
5f DE ELEVATION �(D� ELEVATION -
SCALE: 1/4'=I' -O' SCALE: 1/4'=]'-O'
O
12
_:' :•FLR
VERIFY
9' S" FIN 2ND
" SR
-
EXP. JT. :.. :.. -
EXP: JT.'
/�
SSL/
z
a
o
Z
W
STUCCO FIN. :
'
0
MATCH = ....
EXIST C 1= -ROW 4xv&LASS .
D
co
Oo
-EXISTING BEYOND TOP 6 .STUCCO FfN.
0
Q)
I
(29
STUCCO FIN. 4X4 F.T. POST
a
-0FIN. FLR N. FLR
REAR ELEVATION
SCALE: 1/4'=I' -O'
CABLE END VENT -MATCH EXISTING CABLE END VENT -MATCH EXISTING
12
S VERIFY
ROOF PITCH TO
. ... � VERIFY 5
ROOF PITCH TO
...... .... .
MATCH
MATCH EXISTING
,
:.. .. .
EXISTING
E
::.. .
.•.... -- .. • ... . � : • ... 1 Xro WD. 1X6 WD.
- ......-.. - - IA -MATCH FAS
GIA MATCH
S
.. .. EXISTING
dT�I` TiC
STUCCO FIN. SAVE HC�T
EAVE 1-IC7 S7UCC0'IN
9
9' ' FIN 2ND FLR
FIN. 2ND FLR11 111111 ilif 11 111111 111111
" _
- - ® _-- S
S' -01 BRG'
: E INC BEY
. . , . •....• • . ..... •' ... .:. .. •.. TING BEYO ---- X OND
IS
IST
. .. ...E fi'- •
•. ..: •• 1 -ROW 8 X8 --CLASS • :•. ... -. �' � OH D
. • 1 .• .. ,
• ••'••..:.... •.•. SLOGIC.B L • TOP• .••6'-8':' � _.: ••....•`-,•.• ''•�` : ' °� '.• - ..._
-EXISTING BEYOND --
LA
cA ❑
i;
STUCCO -
•
F.IN.
-m FIN. FLR ... -d' IN.
. . - - . F
�J
5f DE ELEVATION �(D� ELEVATION -
SCALE: 1/4'=I' -O' SCALE: 1/4'=]'-O'
O
_
V
It -
Q
co
z
a
o
Z
W
0
�
D
co
Oo
�
0
Q)
I
(29
a
N
~
p
o
ko
Mco
CY)
w
V
It -
Q
co
o
Z
W
0
D
co
Oo
_
w
Q)
I
(29
W
DC
~
p
o
ko
Mco
CY)
�
Q
Z
o
O
o
z
W
p9
,
Z
O
it) ko
M o
Q_
W
Z
o
z
�--�
Q
H
,F^_
V 1
W�
ti W
Q
Z
Q
w
It -
Q
co
o
0
co
Oo
Q)
I
ko
Mco
CY)
it) ko
M o
W�
ti W
w
w
U)
Lo
(/)
CY)
ti
48
p
U
Lo
~
O
J �
�Z Z
FIBERGLASS SHINGLES ON ROOF PITCH TO i
15" ON 1/2' EXT. GRADE MATCH EXISTING
PLY WD. #Sol GUN NAILS la4" O.C. 2x4 COLLAR TIE 2x RIDGE } �- >
12 / ` TOP CORD BLOCKING AT �' EVERY OTHER RAFTER w
O.C. MAX. IN FIRST 2 FRAMING TOP 4 BOTTOM EDGES
cv cc1 V iA �4 r-
241
tlJ
PRE -ENG. TRUSSES SERIF rJ SPACES AT EACH END. 2X6 RAFTER
24' O.G.
RAFTER OR TRUSS m
ROOF SHEATHING 2-12d EVERY TRUSS ^
O
3-12d 3-12d RAFTER Z r
iX8 NAILER 2
TO NAILER U
0 4 8
1/2' SAG RESISTANT O p N
R-30 BATT DRYWALL 0 U
@ to
1� -S INSULATION
@ Q O.S.B. (L
1X8 NAILER
SAVE HGT p Q Ll OR 1/2' PLY. 2-12d EVERY TRUSS
A G AtC Z W
LL
1X6 WD FASCIA- Z XI IN 6 ISTIN 1XWD FASCIA- @ Z Z
MATCH EXISTING MATCH EXISTING I
�1/2' C�l'P. BD. Z
� U � U
3/5' PLYWOOD SOFFIT 1/2' GYP. BD. 4 CONT. SCRN VENC I� PLYWOOD SOFFIT Q l OVA j AM 1 N DETAIL
�
t CONT. SCRN VENT
t C
TO MATCH EXISTING I TO MATCH EXISTING BUILDING LENGTH `Q
R-19 BATT 0
1/6STUCCO FIN. ON
INSULATION �p
METAL LATH, BLDG ROOF SHEATHING LAYOUT ..:...... ::. .
015 FELT DRAINAGE PLANE.
PAPER OVER 1/2' 2X6 STUDS AND ENDWALL BRACING
PLYWOOD. 16 O.C. R Al T--/ FOR GABLE END FRAMING
INSULATION\_l/6',STUCCO FIN. ON
METAL LATH, BLDG I PAPERBACK LATH
12'-6' 20'GIRDER 20' GIRC ER PAPER OVER 1/2'
15 T AT 10' = 12'-6' TRUSS TRUSS PLYWOOD.
V-6' FIN. OL12_ - — TYf=. EXTERIOR SHEATHING ATTACHMENT WOOD BASED EXTERIOR SHEATHING - OSB.
I
2ND FLR Fv
ERIF FOR SHEAR AND UPLIFT (O.S.B. TO 5E
ctJ EXP. JT.
= STRUCTURAL GRADE) CONNECTORS/s' NOMINAL STUCCO THICKNESS.
BRG. 20' GIRDER TREAD IFROMPLATE TO STUD TO PLATE ARE E
�. TRUSS NOSINGI' ► #SOI GUN NAILS
NOT REQUIRED EXCEPT AT OPENINGS
1/2' AG RES STANT = e (o " N I
_ O.C. I FIELD
I L 8X8X16 CONT. "d
1X6 WD FASCIA- A CH A CH ( #SCI GUN NAILS DRAINAGE PLANE OVERLAP CONTROL BEAD
XIS IN R-3 Tt XIS IN BOND BEAM W/ (1)
MATCH EXISTING :� ' @ � r L FLASHING AND MEMBERANE STRIP OVER '
INSU A ION *5 BAR CONT. W
'� 12 O.C. IN FIELD • WOOD FRAME/ MASONRY CONNECTION
3/S' PLYWOOD SOFFIT c)
t CONT. SCRN VENT _�
TO MATCH EXISTING 4 Q Q Q 1' BELOW
3/4' STUCCO OVER m �, @ 3/4' STUCCO Z w MASONRY
METAL OR PLASTIC EXPANSION JOINT
I BLOCK
I OVER BLOCK I U Z
�6
613 o
10' 1/2' I GYP. BD. MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTERSECTION UNDER
EXPANSION JOINT EQUAL TO PROTECTO
ij (3) 2x12-T`f=>. EXTERIOR SHEATHING @ WRAP BT-20XL- 9' WIDE TO EXTEND V
moi- I
I
STUCCO Stop r STRING ATTACHMENT FOR ROOF SHEATHING I �� BELOW THE CMU
2x4 P.T. BASE I I ( TTP. FLOOR DECKING ATTACHMENT
0'-0' FIN. F PLATE NOTE:3/4' STUCCO FINISH
TO FLOOR JOIST EA. SHEET TO 5E
WHEN GLUED TO ROOF MEMBER
•...� .ya J GLUED AT ALL EXPOSED JOIST STUCCO FLASHING DETAIL
6"-8" a EDGES 41011-121 IN FEILD
60MU/ FRAME INTERFACE
� •: , .e � • .' STUCCO STOP
F.T. 2'x12' 4' CONC. SLAB
SEE FOUNDATION PLAN NAILER
COMMERCIAL FIBERMESH
FOR FOOTINGS SIZES SEE FOUNDATION PLAN
(2) +'S BARS CONI. MIN FOR FOOTING SIZES (3) *5 BARS
3' COVER CONT. MIN 3'
5EC It ION2 COVER
- - 1 -
A-5
_5 SCALE: 3/5'=I' -O' _
FIBERGLASS SHINGLES ON—\
15" ON 1/2' EXT. GRADE
PLY WD.
12
2�' O.C. TRussEs I TC1�
P 5
1/2' SAG RESISTANT
R-30 BATT DRYWALL
INSULATION
SAVE HGT
I
1X6WD FASCIA- A CH TC
MATCH EXISTING XI IN ISTIN 1X6 WD FASCIA -
MATCH EXISTING
II
3/8 PLYWOOD SOFFIT 3/8 PLYWOOD SOFFIT
I CONT. SCRN VENC 1/2' G P. BD. - FIN. WD. CAF t CONT. SCRN VENT
TO MATCH I EXISTING TO MATCH EXISTING R-19 ATT I (2)-2X4 TO R-19 BATT
'VS STUCCO FIN, ON N TION PLATE INSULATION
METAL LATH, BLDG 11111111
PAPER OVER 1/2'
PLWD. ' 4
I 3 Y 1/5' STUCCO FIN. ON METAL LATH,
PLYWOOD.
2X6 UDS SUBFLR BLDG PAPER OVER 1/2 PLYWOOD.
16 cc. 2X8 CONT. LEDGER (P.T_ a MAS.)
12 z
PITCi-i Gl'PBD. 2ND FLR
___ BOTH SIDES
O—I '-4
9 ' T.O.M.
X4
2 STUD
6 16' O.G. EXP. Jt.
I�
EXISTING �. I
TRUSS -REMOVE MIN. 38' H. (2) 2X12
OVERHANG LOW TART.
WD BEAM
5XSX16 CONT.
I
BOND BEAM W/ (1)
T= ==u 2X JOIST o I *5 BAR CONT.
=4 2'- ' O.G. MAX.
I�
T= ===fl
EXISTING SLAB t 0 3/4' STUCCO
I '
MASONRY WALL OVER BLOCK
1/2' YPBD.ON
LINE OF
=A STEPS 4X4 WD. POST
I BEYOND
POST BASE I 3/4' STUCCO
OVER BLOCK
I
a----- --— --- ------y — — — p-01-04
FIN, FLR
—
r. \
EXISTING 16 X10 ,/ 4' CONC. SLAB STUCCO STOP
CONC. FOOTING .
(2) *5 BARS ONT. SEE FOUNDATION PLAN
MIN 3' CO R FOR FOOTING SIZES
(2) *5 BARS
1 C� 101 V CONT. MIN'
3
SEE FOUNDATION PLAN SCALE: 3/8'=1'-0' COVER
FOR FOOTING SIZES
RAILING NOT SHOW IN OPOSITE SIDE TO
COMPLY WITH SECTIONS 8311 AND 8312 OF THE
FLORIDA BUILDING CODE 200'1 RESIDENTIAL.
NOTE:
STAIRS RISERS TO CONFORM TO SBCCI
1112-1112.E 2R+It=24'-25' 3/16' MAX. VARIATION IN
RISERS/TREADS ADJACENT TO EACH OTHER
3/6' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA_
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
GRASPABILITY WINDERS- MIN. 6' WIDE 9
NARROW END MIN. 11' WIDTH s 12' FROM
NARROW END 34' MIN. HANDRAIL HGT.
NOTE:
RAILINGS DESIGNED IN ACCORDANCE WITH
SECTIONS 8311 AND 8312 OF THE FLORIDA
BUILDING CODE 200-1 RESIDENTIAL.
TYPICAL HANDRAIL SHALL BE RETURNED TO
THE WALL, FLOOR, OR SHALL TERMINATE At
NEWEL POST. PER SECTIONS 8311 AND 8312 OF
THE FLORIDA BUILDING CODE 2001
RESIDENTIAL.
FIBERGLASS SHINGLES ON
15. ON 1/2' EXT. GRADE
PLY WD.
PRE -ENG.
0 24' O.C.
VINYL SOFFIT -I
(2) 2X12 W/ 1/2'
PLYWOOD FLI
PLATE
6
h �
8 CMU I'X4' P.T. NAILER
1/2' DRYWALL
TOP, SIDES t BOTTOM: � w
1X4 PT WINDOW BUCK
W/46 CUT NAIL OR 1 3/8' T -NAIL CAULK UNDER NAILING FIN ENTIRE
i+ EACH AVAILABLE JOINT. C~
PERIMETER BEFORE NAILING, NO
LIGHT TO BE SEEN AROUND WINDOW. co Lo
SECURE WINDOW THRU BUCK INTO MASONRY
W/3/16' X 2 1/2' TAPCONS IN EVERY
cy)
V
0
FACTORY DRILLED INSTALLATION HOLE,C�6
^ \ N N
0
D
_
M M o
,�
W
WINDQW/5GID ATTACHMENT IN 5LOCK
Ur
H
W
o �
Q
z
o
0
o
W
00
coto
co
z
�
_
�o
� �
0
W
a.
U)
I~i
U)
n
�1 �
W
Q
0
z
a
h �
8 CMU I'X4' P.T. NAILER
1/2' DRYWALL
TOP, SIDES t BOTTOM: � w
1X4 PT WINDOW BUCK
W/46 CUT NAIL OR 1 3/8' T -NAIL CAULK UNDER NAILING FIN ENTIRE
i+ EACH AVAILABLE JOINT. C~
PERIMETER BEFORE NAILING, NO
LIGHT TO BE SEEN AROUND WINDOW. co Lo
SECURE WINDOW THRU BUCK INTO MASONRY
W/3/16' X 2 1/2' TAPCONS IN EVERY
cy)
v
0
FACTORY DRILLED INSTALLATION HOLE,C�6
^ \ N N
0
M M o
V-0'
WINDQW/5GID ATTACHMENT IN 5LOCK
o �
Q)
3/8' PLYWOOD SOFFIT
coto
co
t CONT. SCRN VENT
TO MATCH EXISTING
rN O
. � c) W
� �
� �
M�
�1 �
W
h �
8 CMU I'X4' P.T. NAILER
1/2' DRYWALL
TOP, SIDES t BOTTOM: � w
1X4 PT WINDOW BUCK
W/46 CUT NAIL OR 1 3/8' T -NAIL CAULK UNDER NAILING FIN ENTIRE
i+ EACH AVAILABLE JOINT. C~
PERIMETER BEFORE NAILING, NO
LIGHT TO BE SEEN AROUND WINDOW. co Lo
rrnn h
vJ ULrj
C\2 co
—1/2' DRYWALL
0'-0' FIN. FLR
' I'X4' OR I'X2' P.T.
— — — — 8 CMU . -
- — — NAILER
—
IX4 P.T. TO BE SECURED W/4d DOOR CASING
CUT NAIL OR 1 3/8' T -NAIL 4'
SEE FOUNDATION PLAN FROM END AND 16' O.C.
(1) *5 BARS CONT. FOR FOOTING SIZES
MIN 3' COVER SECURE DOOR THRU BUCK INTO MASONRY
R
4' CONC. SLAB W/3/16' X 2 1/2' TAPCONS IN EVERY
COMMERCIAL FIBERMESH FACTORY DRILLED INSTALLATION HOLE,
S�C�ION C DOOR JAMTOC ^
5LI
SCALE:
SECURE WINDOW THRU BUCK INTO MASONRY
W/3/16' X 2 1/2' TAPCONS IN EVERY
cy)
FACTORY DRILLED INSTALLATION HOLE,C�6
^ \ N N
V-0'
WINDQW/5GID ATTACHMENT IN 5LOCK
Q)
3/8' PLYWOOD SOFFIT
P Q U
t CONT. SCRN VENT
TO MATCH EXISTING
rN O
. � c) W
rrnn h
vJ ULrj
C\2 co
—1/2' DRYWALL
0'-0' FIN. FLR
' I'X4' OR I'X2' P.T.
— — — — 8 CMU . -
- — — NAILER
—
IX4 P.T. TO BE SECURED W/4d DOOR CASING
CUT NAIL OR 1 3/8' T -NAIL 4'
SEE FOUNDATION PLAN FROM END AND 16' O.C.
(1) *5 BARS CONT. FOR FOOTING SIZES
MIN 3' COVER SECURE DOOR THRU BUCK INTO MASONRY
R
4' CONC. SLAB W/3/16' X 2 1/2' TAPCONS IN EVERY
COMMERCIAL FIBERMESH FACTORY DRILLED INSTALLATION HOLE,
S�C�ION C DOOR JAMTOC ^
5LI
SCALE:
ct)
—
SYMBOL
DEFINITION
2' LIGWT STRIP
NOTES
Z
�
3 -WAY OPER
4 -WAY OPER
DIMMER
0 0 0 0
3
SWITCH
4' LIGHT STRIP
I �
Lo
CO CO
co
uuuuuuuu
ii �
SWITCH
w
JUNGtION BOX
W
DIM
SWITCH
2' FLOURECENT
fv
6' FLOURECENT
WALL
MOUNTED LIGHT
W `C
PANEL
o
O
_
Z
METER
Z
VAPOR PROOF
LIGHT
U
S , D ✓ C . M ,
SMOKE / CARBON
MONOXIDE
DETECTOR
BATTERY
BACKUP
O
RECESSED
CAN
W
r-
0
PENDANT
LIGHT
F—
CEILING
FAN W/ LIGHT
TELE./DATA
O
�
A/C
AIR COND.
DISCONNECT
SP
SPEAKER
Q
TELEVISION
JACK
"I
ELECTfRICAL FLAN
SCALE: 1/4'=l' -O"
ELECTRICAL LEGEND
ELECTRICAL LEGEND
SYMBOL
DEFINITION
2' LIGWT STRIP
NOTES
U
SWITCH
3 -WAY OPER
4 -WAY OPER
DIMMER
0 0 0 0
3
SWITCH
4' LIGHT STRIP
I �
Lo
CO CO
co
uuuuuuuu
ii �
SWITCH
w
JUNGtION BOX
DIM
SWITCH
2' FLOURECENT
6' FLOURECENT
WALL
MOUNTED LIGHT
W `C
PANEL
o
CEILING, LIGHT
Z
METER
0-
VP
VAPOR PROOF
LIGHT
U
S , D ✓ C . M ,
SMOKE / CARBON
MONOXIDE
DETECTOR
BATTERY
BACKUP
O
RECESSED
CAN
W
zz
PENDANT
LIGHT
F—
CEILING
FAN W/ LIGHT
TELE./DATA
up)
FLOOD
LIGHT
A/C
AIR COND.
DISCONNECT
SP
SPEAKER
Q
TELEVISION
JACK
VENT. FAN /CE IL INC,
LIGHT COMBO
VENT. TO
EXTER
rl Il
I10V OUTLET
®
VENT. FAN
VENT. TO
EXTER.
II0V OUTLET
1/2 OF OUTLET
WIRED TO
SWITCH
/
SCONCE
LIGHT
COVERED
LIGHT
GFI
110V OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
n
�JJJ
220V OUTLET
eEB
EYEBALL LIGHT
EXTERIOR
WATERPROOF
OUTLET
QUAD OUTLET
W
Q
F
U
0
o
Z
W
I �
Lo
CO CO
co
D
_
w
cq
(D
Q
W `C
Z
o
ce
Z
I-
F—
o
=
(D
O
L
W
zz
F—
C�e w cl)
p
up)
�
U 'S
Q
0
Z
Q
SHEET
Q
F
0
o
I
I �
Lo
CO CO
co
cq
ko b
M c1l)
W `C
C~ �
L
C�e w cl)
'tel tel.
U 'S
GO
LO
U d.�0
SHEET