HomeMy WebLinkAboutREVISION (Jan 7 2020 ) Permit ApplicationOFFICE USE ONLY:
I'm
DATE FILED:
REVISION FEE: 5
LOCATION/SITE
ADDRESS:
PERMIT # `cid ' r"
RECEIPT # 1 SN, I �,
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIO
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: _ STATE:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME: }
ADDRESS:
CITY: K ON STATE
PHONE (DAYTIME: 25o /-/ 'Vi 5-e k1
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
SLCCC. 9123109
RECEIVED
JAN d 7 202
ST. Lucie County, Permitting
ST. LUCIE CO CERT. #:
FAX:
'AX:
ZIP:
ZIP:
Revised 06130117
IRE'VISION
4.
!p
DEMOLITION NOTES:
I VERIFY LOCATION OF ALL NEW WALL5 PRIOR TO REMOVING AN`Y
EXISTING CONSTRUCTION.
2. VERIFY ALL BEARING CONDITIONS PRIOR TO REMOVAL OF ANY
WALL5.
3. PROTECT ALL EXI5TIN6 AREAS THAT ARE NOT TO BE DISTURBED.
4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL
CODES AND ORDINANCES.
5. VERIFY ALL EXI5TIN6 CONDITIONS AND DIMENVON5 PRIOR TO
STARTING WORK. IN CASE OF ANY D15CRIPANCIE5 BETWEEN THE
PLANS AND EXISTING FIELD CONDITIONS, NOTIFY THE ARCHITECT
I MMED I ATLY.
Nt----iN
---- REPAIR
----� EXISTG.
Ifr m 5TAIR5
trr----ifl
NF----iN
w6NO MON
\I/
REMOVE 5CRREN PATIO
AND SLAB
REMOVE BLOCK
WALL 8 WINDOWS
IF T
REMOVE 1
it FIX J ,I REMOVE
1 i{{{ CABINETS,
OI_
REMOVE
I APPLIANCES
REMO� �—
I WINDOW
D----,
DOOg FIXTURES
d—i
---------
REMOVE ELECTRIC REMOVE
ILDOOR.
PANEL REMOVE ALL
FIN 15HE5
REMOVE
DdOR I�RE11p E REMOVE ALL
!I DOOR ELECTRI CAL
e�
u--' REMOVE PORTION REMOVE ROOF
i'EM OF EX15TG[ i WOOD
j REMOVE
THI5 AREA
DO STUD WAL415HOWN
WINDOW
DOTTED
� II
REMOVE
DOOR j
I I
I`
III
REMO
DOORu
REMOVE WINDOW III
AND BLOCK
BELOW OF THI5 U
AREA
III
III
'I
I REMOVE
III
14
WINDOW
I
4
III
I
REMOVE
I III
REMOVE REMO
WINDOW
WINDOW WINDOW III
_
REMOVE EXISTG.
WOOD DECKING
I_ I
III � I I I
III
IT ---- m
Hr ----ilI
lu----
III III
REPAIR
II< m EXISTG.
—m 5TAIR5
4 4N
u> �
u> �
^' GR.
Re4Ove
N
I
EX. BATH
-------- ----------
I I
I I
I I
I I
I �I
I I
5GALE: I/8" = 1'-0"
FL. DEMOLITION PLAN
SITE DATA
TOTAL SITE
A/C SPACE
EXI5T6. LOWER LEVEL
EXISTG. GROUND FLOOR
EXISTG. PATIO
EXISTG. GARAGE
EXISTG. SECOND
FLOOR
157,506.45 5F. 100 %
555.Q9 SF.
1,414.07 SF.
400.00 5F.
a36.g7 SF.
a56.ci7 5F.
TOTAL RESIDENCE 4,222.00 SF.
PATIO GR. FL. SOUTH
I6a.5a 5F.
DECK &R. FL. SOUTH
I6Q.3Q 5F.
ENTRY DECK 6R. FL.
255.55 5F.
EX. DRIVE
6,418,18 5F.
TOTAL IMPERVIOUS:
1,572.441 6.a8%
LANDSCAPE:
125,254.01 Q3.05901
PERVIOUS
128,254.01 Q3.055vo
DE51 GN CERTIFICATION FOR Y41 NO LOAD
COMPLIANCE:
STATMNMNT:
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND
SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL
PORTION OD THE BUILDING CODE AS AMENDED, ADOPTED, AND ENFORCED BY ST. LUCIE
COUNTY BUILDING DEPARTMENT. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS,
SYSTEMS. AND RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS
AND FORGES SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT
RESPONSIBILITY FOR THE STRUCTURAL DESIGN.
DE516N PERAM�RS AND ANALYSIS:
CODE EDITIONS: 2017 FLORIDA BUILDING CODE
6 EDITION
ASCE 7-10
BUILDING DESIGN AS: ENGL05ED
BASIC WIND SPEED: WEST OF TURNPIKE_____
EAST OF TURNPIKE__X __
BUILDING GA7E60RY:
WIND IMPORTANCE
FACTOR:
I NTERNAL PRESSURE
GOEFF I G I ENT:
GARAGE DOOR
DESIGN PRESSURE:
WINDOW DESIGN
PRESSURE:
WIND SPEED
EXPOSURE:
IMPAGT PROTECTION
(EXTERIOR
I II X III IV
I.O REPALCE
SCREEN
SEE FLOOR PLAN FOR WIND
PRESSURES
SEE FLOOR PLAN FOR WIND
PRE55URE5 FOR WINDOWS AND
DOORS IN INT. AN REND ZONES
I80 1" MPHREMovE
ROOF THIS
D AREA
APPROVED SHUTTERS
OPENINGS) : IMPACT RESISTANT X
GLA55
(MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL /
COMMERCIAL BUILDINGS, ALTERATIONS, AND RENOVATIONS)
NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOOR,
GARAGE DOORS, AND 51 M I LAR ENVELOPE ELEMENTS MUST ALSO BE
INDIGATEDON GONSTRUCTION PLAN5.5
�"' _ND FL. DEMOLITION PLAN
8.45' 100.42'
RECEIVE(
JAN Q -T?o
n Lucie County, Permitting
SOLE: 1/64" = I'-O"
GAR`('
FOY4ELL
ARCH I TEGTURE
AND
FLANN I NO
16 SOUTH RIVER
ROAD
5EWALLS POINT,
FL. 54cict6
OFFICE: ram.
77 -22 755
C
E�
cAgec w BY
DATE
JAN. -7, 2C20
SCALE
AS NOTED
REVISIONS:
0
N
- DRYWALL ON I" X 2" PT
I6" Or-
R-5.0 INSUL.
IX4 PT
CAULK
SILL
ALUM. WINDOW FRAME ON
1"X3" PT. ANCHORED TO
GONG. BILK. WALL NV I/4"
TAPCON SCREWS
( MIN 3" LONG )
CAULK
PROVIDE ELA57MERIG
FLASHIN& GOAT ALL
SIDES OF DP-5. AND
WINDOWS ON IN51DE AND
EXTERIOR
5TUCG0 FINISH ON CONC.
BLK.
In
Y41
NDOYS
JAN5
DETAIL.
SCALE 3.4" = 1'-0"
O
a
DOOR JAMB
SCALE 5.4" = 1'-0"
DRYWALL ON I" X 2" PT
I6" or-
R-5.0 IN5UL.
I "X4" PT.
CAULK
2 X WOOD DOOR JAMB d
HEADER ON IX4 PT. BLK'(9
ANCHOR TO GONG. ELK.
NV 1/4" TAPGON SCREWS
MIN. 4" LONG)
DOOR WITH WOOD JAMB. W/
11/2" PAIR OF BUTT HIN&E5
CAULK
-PROVIDE ELA5TMERIG FLA5HIN6
GOAT ALL SIDES OF DRS. AND
WINDOWS ON INSIDE AND EXTERIOR
57UCGO FINISH ON
GONG, BLK.
DETAIL.
-------------- ----------------- __
EX 1 ST6. SCREEN
PAT 1 O TO
REMAIN
NEW (2) 25 HORIZ.
5L. WINDOW
(IMPACT &LA55)
+5b.8 / -48.6 P51`.,
ADD DRYWALL
FIN. ON I" X 2"
PT. AT 16" 00.
(MATCH
EXI5T&J
EXIST6.
BEDROOM
NEW 25 HORIZ.
SL. WINDOW
(IMPACT 5'-0" X
&LASSNEyy) +56.8 / NEN61-a'. X I
-48b PSF. 5/8" WD.
BIFOLD DR.
- R d SH.--
R E SH. ---
NEW 5'-8I" X
6'-8" X
NEW 25 HORIZ.
5/8" WD.
SL. WINDOW
BIFOLD DR.
(IMPACT
(5LA55) +56.8 /
R 8 5H.
-48.6 P5F.
EX 1 ST6.
DE6<
NEW (2) 5'-0" X1
6'-8" X Ij"
STORE DOOR
w/ FIXED
&LA55 SIDE LT.
EACH SIDE +56.1
/ -4 7.2 PSF.
(REPLAGIN&
EXIST6. WOOD
DECK)
NEW 42" RAILING W/
PICKETS NV BOTT. RAIL
AT 2" AFF. /PICKETS
SPACED MAX. 4" OG.
THRESH.
MTL.
THRESH.
34" RAILIN6 W/ PfGKETS
NV TT. RAIL AT 2" AFF.
/PI KETS SPACED MAX.
4" G-PROVIDE VERT.
PD T AT MAX. 4'-0" OC.
W/ (2) J" X 4" AGHOR
NEW 22 HORIZ.
5L. WINDOW
(IMPACT
&LA55) +56.8 /
-48.b P5F.
m TEMP. &LA
5HOWER L.
ON " ILED
EXIST6. AME
5ATH OGATION
LAV IN VANITY
T
K MIRROR
D
OVER
NEW 2'- " X
6'-8" X
SAY 50.
DR
DR.
22" X 56"
ACCESS
�ACCE
3'-II"
I
I
I
Iji
J'-O" x
16'-6
1
5/8"ND.PRL -
2'-6"
X I /8"D.
NEW
. 6. X
6'-8" 1 5/5'
N E �1
SG.; D
Y
GLOS.
12' _
EXIST6 .
BEDROOM
NEw 55 SH.
WINDOW (IMPACT
6LA55)+56.8 /
-48.6 PSF.
EXIST6.
SUNROOM
NEW 55 5H.
WINDOW (IMPACT
6LA55)+56.8 /
-45.6 P5F.
4"
C
NEW 23 HORIZ. 2
5L. WINDOW
(IMPACT
A-2
&LA55) +56.6 /
-48.6 P5F.
I I I I
rI L--- -----
I NEW i
FIIJ
I I DW I
NEW SINK
;r
W/
BASE DISPOSAL
AND WALL
I
GAB.
010
NEW
I
O
RANGE W/ NEW ISLAND
HOOD E LT. CAB.
_
I
I
?
I
I
t
NEW 55 5H.
WINDOW (IMPACT
5'-4" 1. b'-41/2"
EAM I LY
ROOM
'!a'.X
OOD DR W
-4 7 PSF.
6LA55)+36.8 /
-48.6 P5F.
m
NEW 55 5H.
g, WINDOW (I
WA
N -48.6 PSF.
n
n
m
2'-2"
54" RAILING W/ TX 6" HORIZ.
RAILS SPACED MAX 4" APARTTS
W/
BOTT. RAIL AT 2" AFF. /PICKE
-PROVIDE VERT. POST AT MAX.
4'-0" OC. W/ (2)1/2" 10 F-XPAN51ON
BOLTS EACH P05T
OUNI;) FLOOR PLAN
------------------�
I I
I I
I I
I I
I I
I
LAGS SHOWER PAN,
TILED CURB AND TILE
I FINISHES
I
NEW TEMP 6LA55
SHOWER ENCLOSURE
I I
NEW 55 5H.
j WINDOW (IMPACT -6" 4" 5'-10"
1 6LA55)+36.8 /
1 -45.6 P5F.
---------------
EXIST6.
EXIST6.
SINK GAB. �
EXIST6. m
SINK
EXIST&. EXIST6. 't
DRYER WASHE' R
NEW 2'-b"
X 6'-8" X a ll NEW 35 5H.
(� 6" EX 1 ST6. 13/8" 50. EX. E3A7H WINDOW (IMPACT
STEPS WOOD &LASS)+56.8 /
O 15T6. L A U Ny�D R`I' DR KET -48.6 P5F.
ROOT- I REPLACE
EXIST6.
FIXTURES
SAME
LOCATION
4" f :l n
NEW
REF
NEW
GAB.
T
F FLUSH
(5) 6' -
= s
0
v
4-
--
MTL.
ACT
/
MTL.
THRESHAVVE+56.1
VT..
-4-1.2 PSF.
-
Q
<
N
NEW
ENTRY
o
N
EG<
CONG.
GK SLAB
42' LING L PICKETS .
TT W/ . RAIL AT 2" AFF.
/PIG 5 SPACED MAX.
4" O
UP
6"
NEW c5'-O" X SINK IN
" X I GAB. V i/
5/8" 5G. MIRROR
DR OVER
EXIST6.
6ARAOE
----- ---------------------------------
I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I 1
I I
I I
LA2' X EX15T6. OH.
6.
>b
I
------------------------
STL.
--------- ---
LINE OF EXIST6.
BALL. ABOVE
-----34" RAILIN6 W/ 2"X b" HORIZ.
RAILS SPACED MAX 4" APART W/
BOTT. RAIL AT 2" AFF. /PICKETS
-PROVIDE VERT. POST AT MAX.
4'-0" OC. W/ (2)1/2" 10 EXPANSION
5 TR. AT BOLTS EACH POST
II" EA.
I
I
I
EX15T&. STL.
COL.
NEW 55 5H.
WINDOW (IMPACT
6LA55)+56.8 /
-48.6 P5F.
N
--------
I
I
I
------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i
I
I
I
I
I
0---------r-----------
I
I
RAILING W/ PICKETS
BOTT. RAIL AT 2" AFF.
:KET5 SPACED MAX.
�G -PROVIDE VERT.
5T AT MAX. 4'-0" Or-
v (2)" X 4" ACHOR
BOLTS
LOWER LEVEL FLOOR PLAN
WALL SYMBOLS
C�
EXIST6. GONG. BLOCK WALL
E==
EXI5T6. WOOD STUD WALL
®
NEW GONG. BLOCK WALL - STUCCO FIN.
EXTERIOR / DRYWALL FIN. INTERIOR
NEW 2" X 4" OR 2 "X 6" WOOD STUDS AT I6 "OC
W/ 2" X 4" OR 2" X 6" PT. BOTT. PLATE W/ 5/8"
DRYWALL EACH SIDE
®
NEW 2" X 4" OR 2"X 6" WOOD STUDS AT I6"OC
W/ 1/2" DRYWALL EACH SIDE
INTERIOR BEARING WALL:
2" X 4" WOOD STUDS AT I6" OG. W/ (2) 2" X 4"
TOP PLATE / 2" X 4" PT. PLATE BOTT. (PROVIDE
5P-4 W/ 6 IOD X 1�" NAILS TOP 4 BOTT. OF
WALL EACH STUD)
-
EXTERIOR BEARING WALL:
2" X 4" WOOD STUDS AT 16' OC. W/ (2) 2" X 4"
TOP PLATE / 2" X 4" PT. PLATE BOTT. (PROVIDE
SF-4 W/ (b IOD X 1�" NAILS TOP 8 BOTT. OF
WALL EACH STUD) EXTERIOR FIN.- HARDIE
SIDING ON 50 LB. FELT ON sg" GDX. PLYWOOD
SHT6.
DOOR $ WINDOW NOTE:
I. VERIFY ALL ROUGH OPENING SIZES
PRIOR TO CONSTRUCTION
2. ALL WINDOWS $ SLIDING 6LA55
DOORS ARE P.G.T. OR EQUAL
3 ALL NEW ALUM. DOOR 4 WINDOW
FRAMES ARE WHITE.
4. ALL GLASS 15 TINTED GRAY /
I MPAGT GLASS
INSULATION NOTES:
BLOCK EXTERIOR WALL5: R=4.2
ROOF INSULATION: R=50 BATT. INSUL.
EXT. WOOD STUD: R-11.0 BATT. INSUL.
BATH FINISH NOTE.-
1. FLOOR. CERAMIC TILE
2. BASE. PAINTED WOOD
-3. WALLS. PAINTED DRYWALL
GARY
PONr-LL
ARCHITECTURE
AND
PLANNI N6
16 SOUTH RIVER
ROAD
OFFICE:
��.I ��WI
FL. 54acf 6
oLLI
>
LL
1L
u
IL
Lu
Z
Q
Lu.
�
Q
-
AWN BY
WGp
GNGG4GE'D BY
NOF
DATE
JAN. -7, 2020
SCALE
A�/1SSN�07ED
W� O.
REVISIONS:
SCALE: 1/4"
o A1NDON
"' SECOoOND FLOOR FLAN
(2) 2X6 JAMB
(5EE STRUCT. FOR INFO)
CAULKING
51LL
WINDOW FRAME ON
< 6" ANCHORED TO
W/ 3/16" X 4"
SGRENIS 012" O.G.
,IN&
IDE ELA5TMERIC FLASHING
ALL 51DE5 OF DR5. AND
>W5 ON INSIDE AND EXTERIOR
_,�ONTAL CEDAR LAP SIDING
ON 50 LB. FELT VAPOR
BARROR ON %" GDX. PLYWOOD
5HT6. ON 2" X 6" WOOD 5TUD5
AT I6" OG.
,jAM5 DATA I L
DRYWALL ON I" X 2" PT
® 16" OG.
R-5.0 RID&V INSUL.
IX4 PT
CAULK
51LL
ALUM. 5 GLA55
DOOR FRAMEAME ON I "X4"
PT. ANCHORED TO
GONG. BLK. WALL Al
1/4" TAPGON SCREWS
( MIN 3" LON6) ® 12"
OC.
CAULK
PROVIDE ELA5TMERIC FLA5HIN6
GOAT ALL SIDES OF DR5. AND
WINDOWS ON INSIDE AND EXTERIOR
STUCCO FINISH ON
CONC. BLK.
�4 SLIDING GLA55 DOOR
JAMB p-Era. i i
SCALE 5/4" = 1'-0"
WALL 5YMBOLS
EXIST6. GONG. BLOCK WALL
0 EXIST6. WOOD STUD WALL
® NEW GONG. BLOCK WALL - 571JGCO FIN.
EXTERIOR / DRYWALL FIN. INTERIOR
NEW 2" X 4" OR 2"X 6" WOOD STUD5 AT 16"00
W/ 2" X 4" OR 2" X 6" PT. BOTT. PLATE W/ 5/5"
DRYWALL EACH 51DE
® NEW 2" X 4" OR 2"X 6" WOOD STUDS AT 16"OC
W/ 1/2" DRYWALL EACH SIDE
INTERIOR BEARING WALL:
2" X 4" WOOD 5TUD5 AT 16" 00. W/ (2) 2" X 4"
TOP PLATE / 2" X 4" PT. PLATE BOTT. (PROVIDE
5P-4 W/ (o IOD X 1�" NAILS TOP 4 BOTT. OF
WALL EACH STUD)
- EXTERIOR BEARING WALL:
2" X 4" WOOD STUD5 AT 16" OC. W/ (2) 2" X 4"
TOP PLATE / 2" X 4" PT. PLATE BOTT. (PROVIDE
54" X 25"
D &LASS IN
SP-4 W/ 6 IOD X 1�" NAILS TOP 4 BOTT. OF
11. FRAME
WALL EACH STUD) EXTERIOR FIN.- HARDIE
ACT 6LA55)
5 / -45.6 P5F.
SIDING ON 30 LB. FELT ON J" GDX. PLYWOOD
SHT6.
DOOR 4 WINDOW NOTE:
I. VERIFY ALL ROUGH OPENING SIZES
PRIOR TO CONSTRUCTION
2. ALL WINDOW5 $ SLIDING 6LA55
DOORS ARE P.G.T. OR EQUAL
5. ALL NEW ALUM. DOOR $ WINDOW
FRAME-5 ARE WHITE.
4, ALL GLASS 15 TINTED GRAY /
IMPACT 6LAS5
INSULATION NOTES:
BLOCK EXTERIOR WALLS: R=4.2
ROOF INSULATION: R=30 BATT. IN5UL.
EXT. WOOD STUD: R-11.0 BATT. INSUL.
E3ATH FINISH NOTE:
I. FLOOR. CERAMIC TILE
2. BASE. PAINTED WOOD
5. WALL5. PAINTED DRYWALL
GARY
FONr-Ll
ARCH I TEGTURI
AND
FL,ANN I NG
16 5OUTH RIVER
ROAD
OFFICE:
- I ��NT,
FL. 34aa6
772-22a7Q143
2
W
Q
DRAM SY
NOF
ChV;CXW BY
WGi=
IPA IM
JAN. 7, 2020
WALE
AS NOTED
.M NO.
20
REVISIONS:
SCALE: 1/4" = 1'-0"
GARY
PONELL
�o
m
+I6'-O" TOP OF
BEARING WALL
+8'-0" TOP OF
BEARING WALL.
I
I
I
I
i
I
I
I
I
I
I
I
NEW ARCHITECTURAL
SHINGLE ROOFING ON
50 LB, FELT TIN
TAGGED TO 5.8: GDX.
PLYWOOD 5HT6. ON NEW
ROOF TRU55E5 AT 24"
OG.
NEN BUILT UP R
ON
ON 30 LB. FELT
TAGGED TO 5.8:
PLYWOOD SHTS.
ROOF TRUSSES AT 24"
0C.
I I I
I I I
I I I
NEW NEW
WINDOW WINDOW NEW STUCCO
I
NEW STUCCO CONC.
FIN. ON
o BLOC
GONG.
I
BLOCK
L tLt
I
m
+O -0 FIN. FLOOR I
-------------
----- ------- --------------
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - 1
I
I I I I I I I I
EX15TG. RETAINING
r1-iT---------------------i WALL TO REMAIN
I I I I I I I I
-----------------------
SOUTH ELEVATION
NEW BUILT UP ROOFING ON 50
LB. FELT TIN TAGGED TO J"
GDX. PLYWOOD 5HT6. ON NEW
ROOF TRU55E5 AT 24" OG.
r--
I I
I
Ili
=1
I ,p
LL11ILM
--------------------------------------
--
T------------------------------------------------------------
�I
I NEW NEW I I
NEW 5TUGG0
I FIN. ON i I
GONG.
BLOCK
I II
I II
I II
I II
I II
I� II
II II
I
- ---
-----------
I
I=,45T ELt=\/A71ON
+16'-0" TOP OF
BEARING WALL
-- ---------------
RE
- I MPA
o
SS
r
PROVIDE FLA5HING AND
COUNTER FLASHINS AT
ALL ROOF TO WALL
CONNECTI ON5
-IMP
+9'-4" TOP OF BM.
+6'-0" TOP OF BM.
�o
42" RAILING W/ ICKET°
W/ BOTT. RAIL AT 2"
AFF. /PICKETS EFACED
MAX. 4" or,.
WOOD COL. W/ MTL.
LATH AND 5TUGCO FIN.
ON.2 50 LB. FELT ON
GDX. PLYWOOD 5HTG.
o I
T I
EW STUCCO FIN.
ON GONG. BLOCK
I
' ' 1 1 1----I 1 1 +8'-O" TOP OF BM.
-----------------------------
� I
NE
SL
DING
GL
55
DRS.
iz
5CALE: 1/4" = 1'-0"
NEYV ARCHITECTURAL SHINGLE
ROOFING ON 50 LB. FELT TIN
TAGGED TO F" GDX. PLYWOOD
5HTG. ON NEW ROOF TRU55E5
AT 24" 00.
NEW HARDIE
51DING
+I6'-O" TOP OF
SEARING WALL
az
42" RAILING
W/ PICKETS
W/ BOTT.
RAIL AT 2"
AFF.
IGKETS SPACED
MAX.
" OG.
I +8'-O" EX. 2ND FL
+&'-4" NEW EILING
IN GARAGE
FIN.
ON GONG.
+0'-0" FIN. rLOOR
�D
---�--------------------------------------=
--------------
----------------------------------------------------------------------------ARAC�E-----
42" RAILING W/ PICKETS
W/ BOTT. RAIL AT 2"
AFF. /PICKETS SPACED
MAX. 4" OG.
+O' FIN.
FL
� .fl
o
EXI5TG. OH. DOOR
------------------------------------
NEW DOOR IN EXI5TG.
OPENING
ARGHI TEGTURE
AND
FLANNI NO
16 501,17H RIVER
ROAD
SEWALLS POINT,
FL. 54(:1cf6
OFF I GE:
7i% 3 •
O
}
Q
w
Q
O
O
�
�
}
IY
_Lu
�
z
z
O
<
v
v
w
z
ul
Q
to
DIR44M BY
WOP
C+lECXW BY
WOp
DATE
JAN. 7, 2020
SCALE
AS N07ED
J 1 iO.
20
REVISIONS: _
�-4
SCALE: 1/4" = 1'-0"
NEW HARD I E 511
50 LB. FELT OP
5/8" GDX. PLYV
SHTS. ON 2" X
STUDS
EXISTS. WOOD
TO REMAIN
EXI5T6. GONG.
TO REMAIN
��WF- 9009
I I'-1 I "
(15) TREADS AT II" EA.
JOIST SEAT
ANCHOR EACH
STRINGER TO (2) 2"
X all PT. WOOD BM.
2" X 12" PT. WOOD
TREADS
(2) 2" X 8" PT.
WOOD BM. BOLTED
TO 6" X 6" PT.
WOOD POST W/ (2)
I" THRU BOLTS
EACH POST
ND RAIL
D FLOORING
:DX. PLYWOOD
NEW 2" X 10"
> JOISTS AT W'
im
SCALE: 1/2" = 1'-0"
X6„FT.
1
POSTS- SEE
FLOR PLAN
FOR LAGATION
(2) 2" X 12" PT.
STRAP ANCHOR
WOOD
EACH STRINGER
STRINGERS
NEW GONG. FT6. -
POST BASE
NEW GONG. FT&. -
SEE FOUNDATION
ANCHOR - SEE
SEE FOUNDATION
PLAN FOR SIZE
FOUNDATION PLAN
PLAN FOR 51ZE
AND REINF.
----------
FOR INFO
---------------------------------
------ ----I----
-------
AND REINF.
--
� 1=1 MC1 � I.; I � 1=1
I I I I,III= 1-111
I �
I,
11 � 1=1� 1=1� =1 � 1=1 � 1=1 � 1=1 �11� =1111 �1_ __
1 � 1=1 � I� I �mi,
� 1=1 � 1=1 � 1=1 �ILI,
.III- 111 111—I o 11--I 11-11 _,—I 11—IIII I I111111111111111 III a 1111 '111111' 111116111I ==
I I—III� III- 111=III=1 � � —III—III—III
#5 X 2'-0" DOWELS --
AT 12" OC.
m#%drd-vj06w,m11`11
SF(f000T I ON 5
u=w cunI T H. =-�Wi
GONG. FOOTING W/
2 #5 CONT.
g" DRYWALL ON FLOG
TRUSSESG AT 16" OC.
I" X 4" PT. CONT.-
TOP AND BOTT.
EXISTS. GONG.
SLAB TO (REMAIN
�+O'+O" FIN. FLOOR
EXI5TG. GONG.
SLAB TO REM,
EX
S�GT IO
SCALE: I/2"
c
NEW BUILT UP ROOFING
ON 50 LB. FELT TIN
TAGGED ON J" GDX.
PLYWOOD SHTS. ON
EXISTS. ROOF TRUSSES
AT 24" or -
NEW DOOR- SEE FLOOR
PLAN FRO 51ZE AND
WIND PRESSURES
I#5XIa. X56"OC.
DOWELED MIN. 6" INTO
EXIST&. CONC. BLOCK
WALL AND CAST INTO
NEW SLAB
NEW 4" GONG. SLAB W/-
6X6 10/ 10 WWM GVER
PERMITE TREATED AND
YELL COMPACTED FILL
SLOPE SLAB 1/4" Mg;t FT.
TO DRAIN
EX15T6. GONG. BLOCK
WALL TO REMAIN
FOOTING TO
42" RAILING W!
PIGKET5 W/ BOTT. RAIL
AT 2" AFF. /PIGKET5
SPACED MAX. 4" OC.
5" CONC. BLOCK
WALL W/ 5TUGG0
FIN.
EXISTS. GONG.
SLAB TO REMAIN
PROVIDE 1
VERT IN GONG.
FILLED BLOCK
GE1 1 5 AT 43" OC.
q HOK INTO
FOOTING AND
SLAB)
j-
NEW 16" X 16"
GONG. FOOTING NV
2 05 CONT.
5GALF-: 1/2" = 1'-0"
Af;ZC, f 1 TEGTUizE
AND
FLANN I N(5
16 SOUTH RIVER
ROAD
SENALLS FO I NT,
FL. 54Qci6
OFFICE:
i72-225-1-755
I'
t
I--
" ':I-
-DATE
.JANe -7, 2020
SCALE
A5 NOTFD
JM NO.
20
REVISIONSi
wAm o
GARY
DOWEL
aNFOUND,A71 ON PLAN
I I
I I
I z I
I I
j j--EXISTG.-
L------ J FOOTING
------------------------------------------------------------------------I
r-OkNEL NOTES:
I . FOOTING NOTE:
2. SLAB NOTE:
5, COLUMN NOTE:
4. COLUMN NOTE:
5. BEAM NOTE:
DOWEL NEW FOOTING STEEL INTO EXISTG. FOOTING MIN 6" (SET IN
HIGH STRENGTH EPDXY &ROUT) AND CAST INTO NEW CONCRETE
FOOTING.
PROVIDE I u 5 DOWEL X 24" LONG AT 24"00. DOWELED INTO
EXISTING FOOTING OR SLAB MINIMUM &" (SET IN HIGH STRENGTH
EPDXY GROUT) AND CAST INTO NEW CONCRETE SLAB.
PROVIDE I a 5 DOWEL X 16" LONG AT 16" OG. CAST IN EXISTIN6
CONCRETE BLOCK CELLS FILLED SOLID WITH CONCRETE (MINIMUM (2"
PENETRATION) AND CAST IN NEW CONCRETE COLUMN.
DOVeL NEW COLUMN STEEL INTO EXI5TIN6 FOOTIN6 BELOW AND
BEAM ABOVE (MINIMUM 6"9 AND SET IN HIGH STRENGTH EPDXY
&ROUT.
DOWEL NEW BEAM STEEL INTO EXISTING BEAM (MINIMUM 6") AND SET
IN HI&H 5TREN&TH EPDXY GROUT.
NOTE
VERIFY ROUGH OPENING FOR DOORS $ WINDOWS YV/
MF&R PRIOR CONSTRUCTION.
OOLUMN
SCHEDULE:
�II
01
• 5 VERT IN b" X 5" FILLED GONG.
GELL5 AT 4'-0" OG.
0
®
4" X 4" PT. WOOD COL.
0
®
EXI5T6. STEEL COLUMN
FOOTING SCHEDULE
® Ib" X I6" CONT. GONG. MONOLITHIC FT6. W/ 9 u 5
CONT. BOTT. / I * 5 AT 4b" Or— TRANSVERSE
SOIL BEARING 5TATEMEMT:
I. FOOTIN65 WERE DE516NED FOR A SOIL BEARING
CAPACITY OF 2500 P5F.
2. GENERAL CONTRACTOR SHALL VERIFY SOIL
BEARING CAPACITY PRIOR TO CONSTRUCTION.
PROVIDE SOIL BEARING TESTS 516N AND SEALED
BY A STATE OF FLORIDA RE6157ERED ENGINEER
TO ARCHITECT FOR REVIEW PRIOR TO
CONSTRUCTION.
ARCHI TECTU:
AND
FLANN I NCB
16 SOUTH RI\/Ei
ROAD
SEWALLS POIN
FL. 54aci6
OFFICE:
772-223-1755
DRAWN BY
WGF
�;_
DATE
JAN. -T, 2=
SCALE
AS NOTED
REVISION&
S-I
F40 W
SCALE: 5/16 " = 11-011
GARY
PONELl
UPPER ROOD FRAMING PALM
T5-1 8" X 16" GONG. BOND BM. W/ I # 5 TOP / I # 5 BOTT.
5-1 8" X 16" GONG. TIE BM. W/ 2 # 5 TOP / 2 # 5 BOTT. #5
STIRRUPS AT 48" 00. T.O. AND AT EACH CORNER
5-2 12" X 22" GONG. BM. NV 5 # 6 TOP / 5 # 6 BOTT. / 5 #5
5TIRRUP5 AT 8" Or- EACH END
WB-I (2) 2" X 12" WOOD BM.
FL`rNOOD NA I L I NO SGHEDULE:
WITHIN 5'-0" OF ROOF EDGE d WALL PANEL EDGES
6D HOT DIPPED GALV. RING SHANKED NAILS ® 4" O.G.
BALANCE / FIELD
8D HOT DIPPED GALV. RING 5HABKED NAILS ® 6" 04
STR F ANCHOR SCHEDULE
ALLOW UP
MARK
MODEL NO.
FASTENERS
LIFT
I
CB66
(2) I" X 8" THRJ 5OLT5
-4200 LB.
2
TS-15
(14) 16 D
-950 LB.
3
LU526
(4) 10 D X 1�" HEADER
-1115 LB.
(4) 10 D X 1�" J015T
ALL STRAP ANCHORS NOTED ARE MRGR BY SIMP50N
STRONG. TIE
ALL STUD BEARING WALL5:
5P-8 IN/ (6) IOD X I )4" EACH 5TUD TO PLATE
CONNECTION TOP AND BOTT. OF EACH STUD
1) STRUCTURAL NOTES:
A. STRUCTURAL DRAWIN65 SHALL BE WORKED TOGETHER
WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRA4NIN65
TO VERIFY DIMENSIONS, LOCATIONS OF DEPRESSED SLABS,
SLOPES, DRAINS, OUTLETS, RECESSES, RE&LEET5, BOLT
SETTINGS, SLEEVES, ETC. DISCREPANGE5 SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING,
WITH THE WORK
B. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL,
ELECTRICAL OR PLUMBING, EOUIPTMENT SHALL BE VERIFIED WITH
EOUIPTMENT PURCHASED BEFORE PROCEEDING, WITH STRUCTURAL WORK
AFFECTED. CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER
FOR APPROVAL A DRAWING DETAILING THE OPENINGS, LOCATIONS AND
51ZE PRIOR TO CONSTRUCTION. NO PENETRATIONS OF ANY STRUCTURAL
MEMBER NOT SHOWN ON THE STRUCTURAL DRAWIN65 WILL BE ALLOWED
WITHOUT PRIOR APPROVAL OF THE 5TRUGTURAL ENGINEER.
C. ALL WORK TO BE PREFORMED IN ACCORDANCE WITH ALL STATE, COUNTY,
AND OR MUNICIPAL CODES AND ORDINANCES.
D. CONTRACTOR SHALL OBTAIN THE LATEST SET OF DIRANIN65 INCLUDING
ANY REVISIONS BEFORE STARTING CON5TRUGTIONS.
E. ALL DETAILS, SECTIONS AND NOTES 5HOWN ON 714E5E DRAWINGS ARE
INTENDED TO BE TYPICAL AND SHALL APPLY TO 51MILAR SITUATIONS
ELSEWHERE UNLESS NOTED OR SHOWN.
F. COMPUTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
DIMENSIONS.
5. WHEN SPECIFICATIONS AND GENERAL NOTES DISAGREE, GENERAL NOTES
SHALL TAKE PRECEDENCE.
2) ELEVATIONS:
A. SEE PLANS FOR FIN15H FLOOR ELEVATIONS, FOOTING,, COLUMN AND BEAM
HEIGHTS.
5) CONCRETE:
A. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS F'C= 5,000 P51.
B. TEST: A MINIMUM OF 5 CONCRETE 5PECIMANS SHALL BE TAKEN FROM
EACH 50 GU. YD. OR PORTION THEREOF. SPEGIMANS SHALL BE TESTED
ACCORDING TO ASTM A-59, ONE AT 5, ONE AT -LAND 5 AT 28 DAYS.
C. REINFORCING COVER:
CONCRETE DEP051TED AGAINST THE GROUND...............................5"
FORMED CONCRETE AGAINST THE GROUND....................................2"
BEAMS AND COLUMNS ................................. ................................................. I 1/2"
SLABS...................................................................................................................5/4"
SLA55 ON GROUND (BOTTOM)................................................................I
R/T SLABS EXPOSED EXPOSED TO WEATHER................................I"
4) SLAB ON FILL: PLACED IN ACCORDANCE WITH AGI 502
A. VAPOR BARRIOR:
WATERPROOF MEMBRANES (OVERLAPPED 6" AT JOINTS) WITH PERMEANGE
OF LE55 THAN 0-1 PERM5 IN ACCORDANCE WITH A5TM E-a6 SHALL BE
PROVIDED UNDER INTERIOR SLABS.
B. WHERE NO VAPOR BARRIOR IS USED THE 51.66RADE MUST BE DAMPED
WITH RATER IN ADVANCE OF CONCRETING,. NO FREE WATER STANDING, ON
THE SOIL NOR ANY MUDDY OR SOFT SPOT 15 PERMITTED.
C. ANY STRUCTURAL. MEMBER PENETRATING 5LA55 ON FILL 15 TO BE
ISOLATED WITH 1 1/2" THICK PRE -MOLDED JOINT FILLER COMPLYING WITH
A5TM D-1i52, TYPE.
D. FINI5HIN6:
NO PREMATURE FINISHING SHALL BE ALLOWED. IMMEDIATLY FOLLOWING,
FLOATING TROWELIN6 WITH STEEL TROWEL5 SHOULD BE COMMENCED IF
REQUIRED. BROOMING SHALL BE DONE AFTER THE STEEL TROWELING,
OPERATION.
BUILDING ......................STEEL TROWEL FINISH
OUTSIDE SLABS........ BROOM FINISH
5) REINFORCING STEEL:
A. REINFORCING BARS CONFORING TO ASTM A-615 GRADE 60, INCLUDING
COLUMN AND BEAM TIES.
B• WELDED WIRE FABRIC CONFORMING TO ASTN( A-165 AND SUPPORTED ON
SLAB BOLSTERS SPACED AT 5'-O"OG.
C. FABRICATION AND DETAILING ACCORDING TO ACI-515.
D. ALL ACCESSORIES TO HAVE UPTURNED LE65 AND BE PLASTIC DIPPED
AFTER FABRICATION.
6) MASONRY WALLS:
A. BEARING MASONRY SHOWN IN PLAN SHALL BE ERECTED
PRIOR TO THE STRUCTURE ABOVE BEING POURED.
B. NON -BEARING MASONRY SHOWN O IN PLAN SHALL BE ERECTED
AFTER THE CONCRETE STRUCTURE 15 POURED AND ALL SHORING HA-5 BEEN
REMOVED. HOLD CLEAR OF OVERHEAD CONCRETE UNTIL ANTICIPATED
DEFLECTION HAS OCGURED.
G. MORTOR:
CONFORMING TO ASTM C-210, TYPE "M" (2500 P51.)
D. CONCRETE LINTEL5:
OPENINGS UP TO 4'-0" 8" X 4" WITH 2 # 4
OPENINGS UP TO 8'-0" 8" X 4" WITH 2 # 4 TOP AND BOTT.
E. PROVIDE DOVETAIL ANCHORS AT INTERSECTION OF NON -BEARING
MASONRY WITH STRUCTURAL CONCRETE COLUMNS AND HALLS.
7) GENERAL BEAM 50HEDULE NOTE-5:
A. SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM
NOTED OTHERWISE.
B. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITH
TOP BAR FROM ADJACENT BEAM.
C. ALL CONCRETE BEAMS OTHER THAN TH05E WITH THE PREFIX TB SHALL BE
POURED PRIOR TO PLACING THE BLOCK BELOW.
D. ALL THE BEAM REINFORCING SHALL BE CONTINUOUS THRU BEAMS ONLY.
E. ALL THE BEAM TOP REINFORCING, SHALL EXTEND INTO SPAN OF ANY
ADJACENT STRUCTURAL BEAM A5 PER BENDING DIA6R,AM.
F. DROP BOTT. OF BEAMS AS REOUIRE12 AT WINDOW AND DOOR HEADS (28"
MAX.) AND ADD 2 # 5 BARS BOTT. IF DROP EXCEEDS 6".
6. THE BEAM SCHEDULED DEPTHS ARE MINIMUMS AND MAY BE INCREASED (8"
MAXIMUM TO FIT BLOCK WORK).
H. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 8" MINIMUM
INTO SUPPORTS UNLE55 OTHERWISE NOTED.
I - PROVIDE 2 # 5 CORNER BARS AT ALL BEAM INTER5EGTION5 ( 50" LE65
MINIMUN )
8) TIMBER:
A. ALL TIMBER TO HAVE A MINIMUM 5TRE55 GRADE F= 1,200 P51 AND
E=1,SOOpOO PSI.
B. ALL ROOF ELEMENTS TO BE 5ECURED TO BEAM OR OTHER STRUCTURAL
ELEMENTS WITH HURRICANE STRAPS.
C'. TRU555 MANUFACTURER TO SUBMIT SHOP DRAWING5 SIGNED AND SEALED
BY A FLORIDA ENGINEER.
ARCH 1 TEGTUR
AND
PLANNING
16 SOUTH RIVER
ROAD
5EWALL5 POINT,
FL. 34Qa1
OFFICE:
772-223-1755
Ld
♦111--11�111 }
tu
l 1
O
I.0
}
Lu
n�
z
Lu
%•
V
z
tu
z
—
Q
—
LnH/
VIWM BY
Y G6F
GHEGKED BY
INGP
DATE
BAN. 7, 2020
SCALE
AS NOTED
11t,/•
20
S-2
SCALE- 1/4" = 1'-0"
7 OF 10
i
PLAN
SGAL E: 3/16" = I'-0"
aN GROUND FLOOR PLUMBING PLAN
----------------------
1
PLUMBING PLAN
&AR"'r
FONEL
ARC,HITEGTUR'
AND
FLANN I N6
I& SOUTH RIVER
ROAD
SEAALLS POINT,
FL. 34Qa6
OFF I GE:
772-223- I i53
M�i
w
L >.
w Q
O w
>
Lu
v v
VIRA M BY
W6F
CkECXW BY
W6F
DATE
JAN. 7, 2020
56,41..E
AS NOTED
JM NO.
20
P-I
SCALE: 3/16" = I'-O"
SC,ALF-: 3/16" = I'-O"
ELECTRICAL 5YMBOL5
GARY
ROYIELI
RE:\/1!5E:D LOWER Lr—\\/r—L
rLrC**o7RlCo*,oAL FLOOR PLAN
----------------------
i
i
i
i
GL6 PAN
1 "X4" (2 TUBE) FLUORE5ENT
LIGHT GL6 MTD
Q
RECESSED LIGHT
Q
SURFACE MOUNTED LIGHT
EXHAUST FAN / LIGHT
WALL MOUNTED L16HT
110 V DUPLEX OUTLET
QUAD 110 V OUTLET
IIOV DUPLEX OUT.
6ROUND FAULT PROTECTED
®
SPECIAL PURPOSE
OUTLET
SWITCH
0
EXHAUST FAN
TELEV151ON OUTLET
GN
N
TELEPHONE OUTLET
®
ELEG PANEL
'0'
FLOOD L6T.
OIIOV
SMOKE / CARBON
MONOXIDE DETECTOR IN/
GATT BACKUP /
INTERCONNECTED
1�TE :
ALL CIRCUITS IN ALL LIVING /
KITCHEN AREAS SHALL BE ARC
FAULT PROTECTED AND
TAMPERPROOF
I "W*% " y I wl J" L/ " I I 'N% 1 1 "kl../ v I 'N% I "r' N I N SCALE: 1/4" = I'_o"
ARCHITECTUR3
AND
PLANNING
16 SOUTH RIVER
ROAD
SEWALLS POINT,
FL. 54aa6
OFFICE:
7i2-223-1755
r '
�
O
�
W
},
w
O
�
W
utY.i
�
W
v
7—
.
z
�
Q
PRAM BY
WGP
CoMOKM SY
WGP
DATE
JAN. 7, 2020
SCALE
AS NOTED
im NO.
20
REVISIONS:
SCALE: 1/4" = 1'-0"
GARY
PONELL
ELEGT`IGAL 5"r4BOLS
F GLG FAN
1 "X4" (2 TUBE) FLUORESENT
LIGHT GLG MTD
O RECESSED LIGHT
0 SURFACE MOUNTED LIGHT
EXHAUST FAN / LIGHT
WALL MOUNTED LIGHT
110 V DUPLEX OUTLET
QUAD 110 V OUTLET
IIOV DUPLEX OUT.
GROUND FAULT PROTECTED
® SPECIAL PURPOSE
OUTLET
SWITCH
® EXHAUST FAN
TELEVISION OUTLET
CTV
N TELEPHONE OUTLET
WW71 ELEC PANEL
FLOOD LGT.
5D IIOV SMOKE / CARBON
MONOXIDE DETECTOR W/
GATT BACKUP /
INTERCONNECTED
NOTE:
ALL GIRGUITS IN ALL LIVING /
K I TGHEN AREAS SHALL BE ARC,
FAULT FROTEGTED AND
TAMFERFROOF
ELECTRICAL 5FEGIFIGA7I0NS
I DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED REFER TO ARCHITECTURAL
PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. ELECTRICAL
CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND
ACCEPTABLE WORKING INSTALLATION
2 ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE
AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES HAVING .JURISDICTION.
5 MINIMUM AIRE SIZE SHALL BE # 12 AAG. UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL
BE COPPER WITH THAN OR THHN INSULATION.
4 ALL MATERIAL SHALL BE NEW AND BEAR THE UNDERARITE5 LABLE (U.L.) WHERE APPLICABLE.
5 THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS
REQUIRED IN ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE.
6 THE ELECTRICAL TELEPHONE AND GABLE TELEVISION INSTALLATIONS SHALL MEET ALL
REQUIREMENT5 BY THE LOCAL UTILITY COMPANIES.
"i ALL DISCONNECT 5AITCHE5 SHALL BE RATED FOR 100,000 A.I.G. UNLESS OTHERWISE NOTED.
ALL FUSES SHALL BE RATED FOR 200,000 A.I.G. AND SHALL BE CURRENT LIMITING.
6 ALL ELECTRICAL 5AITCH6EAR SHALL BE BY SQUARE D. ITE. OR CHALLENGER. SUBSTITUTES
MUST BE APPROVED BY THE ENGINEER.
Q OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS. PLASTIC BOXES MAY BE USED
IN LIEU OF THE STEEL BOX WHERE PERMITTED BY LOCAL CODES. IN DAMP OR NET
LOCATIONS BOXES SHALL BE MADE FROM CAST ALLOY WITH THREADED HUBS. SPECIAL
ENCLOSURES ARE REQUIRED FOR OTHER CLASSIFIED AREAS.
10 SEPARATE WIRE AND CONDUIT SYSTEM MAY BE SUBSTITUTED WITH FACTORY FABRICATED
A55EMBLY OF INSULATED CONDUCTORS IN A FLEXIBLE METALLIC ENCLOSURE WHERE
PERMITTED BY LOCAL CODES.
II MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH OVERLOAD RELAYS IN EACH HOT
LEG. IT SHALL BE THE ELECTRICAL CONTRACTOR TO PROVIDE ALL STARTERS WHERE
REOU I RED.
12 FURNISH AND INSTALL DISCONNECT SAITCHES OVER CURRENT PROTECTION, AND WIRING FOR
THE AIR CONDITIONING SYSTEM AS PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE
TO BE SUPPLIED BY THE AIR CONDITIONING CONTRACTOR AND CONNECTED BY THE
ELECTRICAL CONTRACTOR.
13 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST
CLA55 WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND
ACCEPTED BY THE ENGINEER OR ARCHITECT.
14 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE
PROGRE55 OF CONSTRUCTION.
15 THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE
FROM DEFECTS FOR A PERIOD OF NOT LE55 THAN (1) ONE YEAR FROM THE DATE OF
ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL
CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE
INSTALLATION WHITCH MAY HAVE BEEN DAMAGED THEREBY.
I6 ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY
OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK.
NtA 200 AMP
SERVICE BY
F.P.L. (5 #
550 MGM THW
IN 2 I/2" NEB„, 500
150 AP
GONDJ AMP
150 DISC.
METER
150 I,
AP
150
DISC.
ISo
vaP
I50
DISC.
5#5
AWG
5#5
5#5
THAINI
AAG
AA&
I/2'.
THA IN I
THW IN I
COND.
150 A.
1/21,
150 A.
I/2"
PNL
COND.
PNL
COND.
150 A.
PANEL
PNL
B
PANEL
PANEL
A
B
# O COPPER
&ROUND TO GA
PIPE, FT&. (2) 1"
STEEL DRIVEN
GROUND
i-LEGTRI GAL RISER DIAGRAM
G"' RE\/15ED SECoOND FLOOR ELEECo7RICoAL FLOOR PLAN
ELECT CAL N07ES :
ELECTRICAL CONTRACTOR SHALL VERIFY ALL
EXI5TG. CONDITIONS PRIOR TO STARTING WORK
AND REPORT ANY DISCREPANCIES TO
ARCHITECT
2 ELECTRICAL CONTRACTOR SHALL VERIFY ALL
EG2UIPTMENT LOADS AND BREAKER
REQUIREMENTS W/ MANUFACTURE
SPECIFICATIONS AND REPORT ANY
DISCREPANCIES TO ARCHITECT PRIOR TO
CON5TRUCTUON.
3 ALL BEDROOM / LIVING AREA / KITCHEN
CIRCUITS SHALL BE ARC FAULT PROTECTED
(N.E.C. 210.12(B)
4, ALL BEDROOM / LIVING AREA / KITCHEN
CIRCUITS SHALL BE TAMPER PROOF
ARGHITEGTURE
AND
FLANN I NO
16 SOUTH RIVER
ROAD
SEWALLS POINT,
FL. 54aa6
OFFICE:
772-223-1755
r
kv
LL � Lu W
O >
J
W
Q
Q
�
O
W
}
W
z
W
v
<
z
Q
z
W
—
Q
W
wim
17ATE
JAN. -7, 2020
SCALE
AS NOTED
.JOB NO.
20
REVISIONS1
SCALE: 1/4" = 1'-0"