HomeMy WebLinkAbout3752 Copeland DrI I
I
�l.l.�. _
E E
i' phyrhi11s1,,,,
A/C
AIR CONDITIONNG UNIT
DWG.
DRAWING
OFS
OUTSIDE FACE OF STUDS
ADA
AMERICANS WITH DISABILITIES ACT
DWH
DOMESTIC WATER HEATER
OH
OVERHEAD
ADJ.
ADJACENT
EP
EDGE OF PAVEMENT (PAVING)
OPP.
OPPOSITE
Al-.C.
ABOVE FINISHED COUNTER
EQUIP-
EQUIPMENT
PL
PLATE
AFF.
ABOVE FINISHED FLOOR
ETC.
ET CETRA (AND SO FOURTH)
PT
PANT
Apia
ABOVE FIEXISTINGIN
ED GRADE
EXIST.
EXISTING
P.V.C.
POLYVYL CHLORIDE PIPE
AF.8.
ABOVE FINISHED SLAB
EXT.
EXTERIOR
QT
QUARRY TILE
AHU
AIR HANDLING UNIT
F/F
FACE TO FACE
RB
RUBBER BASE
AIA
AMERICAN NSTITUTE OF ARCHITECTS
FD
FLOOR DRAIN
RD
ROOF DRAIN
ALUM.
ALUMNUM
FE
FIRE EXTINGUISHER
REFRIC%
RE r_%ERATOR
ATC
ACOUSTICAL TILE CEILNG
FN. FLR
FINISH FLOOR
R.O.
ROUGH OPENNG
AW!
ARCHITECTURAL WOODWORK INSTITUTE
FIN. GR
FINISH GRADE
S.G.
SOLID CORE
BFF.
BELOW FNISHED FLOOR
FLR
FLOOR
SD
SMOKE DETECTOR
BLDC.
BUILDING
FTC
FOOTING
SIM.
SIMILAR
SOT.
BOTTOM
GA
GAUGE (GAGE)
S.S.
STANLESS STEEL
BRIG.
BEARNG
GALV.
GALVANIZED
8V
SHEET VINYL
CG
CORIMR GUARD
GC
GENERAL CONTRACTOR
T 4 G
TONGUE AND GROOVE
CJ.
CONTROL JONT
GYP. BD.
GYPSUM BOARD
T/S
TUB/SHOWER
t
CENTERLINE
H.B.
HOSE BIB
TFF.
TOP OF FINISH FLOOR
CLG.
CEILNG
HC.
HOLLOW CORE
T.0.8.
TOP OF BLAB
CLR,
CLEAR
H.M.
HOLLOW METAL
T.OJW
TOP OF WALL
C.M.U.
CONCRETE MASONRY UNIT
HR
HOUR
1•YP.
TYPICAL
CONC,
CONCRETE
HT
HEIGHT
UNA
UNLESS NOTED OTHERWISE
C81
CONSTRUCTION SPECIFICATION INSTITUTE
MAX
MAXIMUM
U.ON
UNLESS OTHERWISE NOTED
CT
CERAMIC TILE
MECH.
MECHANICAL
VCT
VINYL COMPOSITION TILE
Cu
COPPER
MIhL
MNIMUMI
W
WASHER
D
DRYER
MISC.
MISCELLANEOUS
W/
WITH
DEMO
DEMOLITION
M.O.
MASONRY OPENING
W/O
WITHOUT
DN.
DOWN
N.I.C.
NOT IN CONTRACT
WD
WOOD
DS
DOWNSPOUT
N.T,B.
NOT 7O SCALE
W11JF.
WELDED WIRE FABRIC
DW
DIS+-IWASHER
O/C
ON CENTER
W.WZ.&
WELDED WIRE GLA88
STANDARD SYMBOLS:
123
NDIVIDUAL DOOR SYMBOL
3068 DOOR SIZE
tD-�1
DOOR GROUP SYMBOL
3040 WINDOW SIZE (3'-Vx4'-0")
OWINDOW
SYMBOL
15 GENERAL NOTE
AACCES80RIES
—n WALL TYPE SYMBOL
a I.I
DETAIL ELEVATION SYMBOL
ELEVATION SYMBOL
a
a i.l
DETAIL SECTION SYMBOL
I DETAIL SYMBOL
a I.I
WALL SECTION SYMBOL
a I -I
rchitectonics
Studio 0
SHEET INDEX:
g1.1 Title Block
sp1.1 Site Plan
a0.1 General Info
a1.1 Floor Plan and Elevation
a2.1 Elevations
a2.2 Elevations
s1.1 Foundation Plan Section and Details
e1.1 Electrical Power, Lighting and Communication Plan
j
SITE LOCATION:
SCALE: N.T.5.
CONTACT INFORMATION:
Architect:
Architectonics Studio
2600 Dr. MLK Jr. Street N.
Suite 600
St. Petersburg, FL 33701
Phone, 17271 323-5676
Fax, i7271 323-5626
ALL WORK SHALL COMPLY WITH PREVAILIN(
CODES FLORIDA BUILDING CODE.
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
ARCHITECT CERTIFIES, TO THE 5E5T OF HIS
012�40WLEDGE, THAT ALL PLANS AND 5PECIFICA'iIONB
COMPLY WITH THE MINIMUM BUILDING CODES.
%% '4,0 E
O
00 O
'0
UptlM0
N
® Nh H
�-
v 0
0
0, ® U
"' o
l_J
U
U
N
3
T
`O^
- �/ E
U
O
r Z
fT_
m N
_U
' N 'O C
%
o Y u
� O J pry
e Q 2 M U
N
CD ^ O
N Z. Q C
N
v
o
W
1V
0 C
O
o .� a
Q0
Q
a
N
C*
MO
-
-
0
a
J
N
4)
0
:0
4
N
N
O
; w
Z N N
V
r
b.07
awo4C
�� OF
FAQ
---
m; AR-0017335
Gjs
FR E D
MICHAEL ARRIGO
LIC. NO. AR0011335
g1.1
SITE PLAN
SCALE:
ARCHITECT CERTIFIES, TO THE BEST OF HIS
KNOWLEDGE, THAT ALL PLANS AND SPECIFICATIONS
COMPLY LITH THE MINIMUM BUILDING CODES.
Q N o
G� � 1`M � tp O
cco U
�,,, O
PER M
uJ.. eN �
U)
G � n U
O
m U
e'
0-
Lli
U O
O
� U
i O
Z 70
vC—)
N
CE
V
t/J `a C
O
o Y � U
J
Cli .0
, U
Q N O
O t.
' CD 0
V
N Q C
—
O
E
FL
m
cc
■
0
C C
cc
o a
�
Q � v
a
N
M
bw
A
O
CL
J
m
N
C
a
.�
M
ow
cm
Ml�
O
tN
� w
Z N N
r
•Om�
�0cc0
aw0�
OF FCOR
L .. ,• IO
c?• .GAP AR '•
AR-0
G�
• ~
rFRE D
'AEG
MIC 4AEL ARRIGO
LIC. NO. AR0011335
s
■
{
�.
s•
EXISTING METAL
BUILDING
STEMWALL PLAN
SCALE: 1 /4"=1'-0" (IN FEET)
0 2' 4' 8'
EXISTING METAL
BUILDING
FLOOR PLAN
SCALE: 1 /4'=1'-0" (IN FEET)
mmmm
0 2' 4' 8'
M
II
W—C"
89
P",
L
Srl% N 0
V
ec
O
0
C4
LL yy
moo
a �
a=
0
w
T
E
rT
�--
Z 'C
z
cyn.pp•O
M�tq V
d �
� n
pOO
�N ac
cc'0
CL
O
w
li
■
0
c
0
C
o
o
v
a
N
CIO
—
v
A
a
N
C
cc
a °
.T
L
O
O o
N
LL
= N N
v 1 N
l o O
O cm0 s'
IL 0A 02
OF F
L qRR. •09
O;
S�FRED .A�G�ti
MIC 4AEL AWGO
LIC. NO. ARCOM33$
a1.1
1 �TEGTIAV GUI
�'-0n
EAST ELEVATION
SCALE: 1 /4"=1'-0" (IN FEET)
TTM
0 2' 4' 8'
ELEVATION NOTES
I. VERIFY WINDOW OPENMCs DIMENSIONS
W/ MANUFACTURER SIXES
2. DOOR AND WINDOW OPENINGS THAT READ 3~, 20X40, ETC.
ARE 3'-0"x8'-0", 21-01lx4'-0", ETC.
N
C
��■rrf
I� �
,7
z
O
m v '�-
0
0
w
T
E
H �
U
0
�-
2Z -0
e•1Mh.0
M
d h '-
tV
�C7h
V %0 Q "-
� 04
C
0
a
cc
c
0
._
ow
U
0
a
0
v
N
M)
No
L-
0
bm
0
X
w
c
io
a
•
N
0
0
a
� w
Z Cl Cl
IILNamc
a 2. 1
V
_ 1 11 1 _ ___ I _Lq-
EAST ELEVATION
4V�SCALE: 1 /8"=1'-0" (IN FEET)
0 4 8' 16'
COLLRI N8 BY OTI-Eft
EAST ELEVATION11
SCALE: 1 /8"=1'-0" (IN FEET)
0 4' 8' 16' �)
04
04
f
z
12o
0
w
T
s
U
0
y O
M
® ""
v
�
rNn•O
'
Q c
w
a
E
�o
oc
Y
C�
O
G
as
c
v
co
0
J
co)
c
0
■�
4w
cc
I' - I
C =J
0
a
0
V
N
ti
!h
LL
t
06
0
N
O
O
N
Z N N
Io.N04
AR-0017335 •U
w
FRED •ARG
MIC 4AEL ARRIGO
LIC. NO. AR2rdt1335
a2.2
ii
0
L—t—J
METAL B
COLUMN
EMBED ANCHOR BOL'
IN CONC: SEE MTL.
SLOG DRAWINGS FOR
SIZE
DOUBLE
BLOCK A
LOCATIO
PLAN
I
EXISTING METAL
BUILDING
-11 1/2"
3
6Ij
.�:...., � r ',
'f+G.r�
£3^S Yi
w y
----------FOOTING PER -----------
-I-------------------------I
DETAIL 1/51.1 I r — — — — — — FOOTING PER
4 `� r J I I I L ..- — J DETAIL 1/Sl.l L-
st1TYP
all CMU. I
S EMWALL et.i D
FIN FLR. r, I FOOTING PER
4'-0" AFF. I DETAIL V6IJ
L---------
I•.r "t'
I------------------- — — — — — — — I
I I �
x
I
FOOTING PER FOOTING PER
I LDETAIL MIJ
---------DETAIL I/------------------ — — — — — — — — — — — — -----1 I
I:F:;,. ,. .. .:'�,.,_:_\ ,.,,; ay>. , ;: ..,<:. .,:>:,, :' ,..,. :'.r u.Y; �:y_o. �. .....,. ,., .1� .5::. .'�a .�.., f,3 F. <.x5i ...:j%'�f: ✓, x
--------------------------------y--
-- ------------- -----J
r
a I I SEE KEY PLAN ON SHEET 612 FOR CONTUNUATION
i I OF ROOF AND FOOTINGS ALONG SIDE OF BUILDING 1 I I 1
L—+—J 1 L---J 1 L—�—J
FOUNDATION PLAN
4■ � � � � � � � r1 SCALE: 1/4" • V-0"
5
611 DO NOT SCALE DRAWINGS. USE DIMENSIONS
SHOWN ON THE DOCUMENTS. CONTRACTOR
TYR SHALL VERIFY ALL DIMENSIONS ON SITE
FINISH FLOOR SLAB
ly ELEV. (-) 0-4" Br-,F.
8" C.M.U.
FILL ALL CELLS SOLID
W/ GROUT
NOTIFY THE ARCHITECT REGARDING ANY
DESCREPANCIES.
• 5 BARS CONT.
b CONC. SLAB WITH FIBER MESH
OVER 6 MIL. VAPOR BARRIER
WELL COMPACTED
TERMITE TREATED FILL
y' • 5 BAR CONT.
(FILL CELLS CONTAINING
REBAR WITH GROUT)
FILL ALL CELLS AT % '
COLUMN LOCATIONS / -
SOLID WITH CONC. GRADE z 3" MIN
� � a
O EXISTING METAL
8" CMU
COLUMN BUILDOUI
FINISH
ELEV. i
R?W `.m
SCALE: 1/2" - 1'-0" S1■1
• 5 BARS CONT.
STEMWALL F
WALE: IN ■ 1'-0"
(2) « 5 BARS CONT.
OOTING t
I � Simi'
10
-MTL. BUILDING COLUMN
COLUMN
STEEL PLATE WELDED TO
COLUMN
1/2" DIA AD. W/ 8" MR
EMBEDMENT 4 1-1/2" DIA.
(5WASHERS
WAY
3" CLEAR (TYP.)
COLUMN FOOTING( s
FOUNDATION NOTES
I. SLAB -ON -GRADE TO BE 4" THICK
W/ FIBER MESH ON 6 MIL
VAPOR BARRIER (LAPPED AND TAPED)
2. TOP OF SLAB ELEV. + 0'-0"
EXCEPT WHERE NOTED.
3. CJ ■ 3/16" W. x 1" OP SAW CUT CONTROL
JOINT.
4. PROVIDE TERMITE TREATED CLEAN,
WELL COMPACTED FILL UNDER FLOOR SLAB.
5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE
WITH APPLICABLE CODES AND ORDINANCES
ARCHITECT CERTIFIES, TO THE BEST OF HIS
1040MEDGE, THAT ALL PLANS AND SPECIFICATIONS
COMPLY WITH THE MINIMUM BUILDING CODES.
w
CL
E
ea
cc
v
O
im
as
c
v
co
0
J
c
0
co
0
LL
y�
L.f
4-
0
0
■
>V
C
�0
m
a
0
V
N
0
2
0
bw
a
N
0
0
N
� w
Z N Cl
0019'.v r 0.,a
1000
IN. 040
Idwa44
I-1-�
MIC 4AEL ARRIGO
LIC. NO. ARWM335
..
L I
1
' '
I
— — — — ------C
am'-------
r- -�-a:�---r-
-------a----------
-
I_, � � rI
NEW ROOF COVERING
29'-S 1/4"
25'-1m"
28'-0"
28'-4"
'-11 1/2" 21'-4 1/2" 26'-8 1/2" 26'-11 1/2"
e�tt N pEo
eo c U
' O
u.
tea. eN '0
e
z
v O
a
0
M
U
w
4-
T
m E
a
0
0
.6
z
m
n .ol
ne� �
ch
Q Y i V
T` ct E
:m NGN CL
.F
FOUNDATION KEY PLAN 3
N
"GALE: N.T.S.
s1.1
�•
_�
o
cc
0
—MiL. BUILDING COLUMN
COLUMN
STEEL PLATE WELDED TO
COLUMN
c
0
c
1/2" DIA. A.B. W/ 8" MIN
EMBEDMENT t 1-1/2" DIA.
,*
2
WAY
o
a
0
Q
3" CLEAR CTYP-
40
N
dD
co
3'-m" SQ
■�
iA
COLUMN FOOTING
cc
bw
SCALE: I" . 1'-V $1.2
O
a
J
N
c
O =
� a :N0
c >k
a) o
0
O a
" w
um N N
ILNat
�C :.AR-00173 .,�(1
�sTFRFD ^A�G���
MIC44AEL ARR1GO
LIC. NO. ARDOM335
sl.2
LA, I'v
A