DRAWINGSFINISH FLOOR 0'-0"
REAR ELEVATION
q> E -
Al
SCACE 379w=-7-7
FR0f='ERTY L I
NEW ROOF
HAND FRAME SEE TYP.
WALL SECTION OR BY
ROOF TRUSS COMP.
-----I------------.----------
NEW ADDITION EXISTING
.LEFT TI ^E- 1
SmEr. 776r-= =- Al
E-2
Al
125-00'
Uj
CL
CL
IMPERMEABLE SURFACE
LOT 6,875
NEW ADDITION
290 SQ.FT.
EXISTING HOUSE W1 GARAGE
988 SQ.FT.
EXISTING SHED
100 SQ. FT.
DRIVEWAY
459 SQ.FT.
HARDSCAPE
149 SQ.FT.
TOTAL 28.9%
1,986 SQ.FT.
00
CONCRETE Dp VEWA",i-
4�e 50 FT,
RAINFALL RETENTION ($NLCULATION
2.5 X 28.9% IMPERVIOUS AREA = 723 C.F. RET.
FIRST 1" OF RAINFALL @.106 CU. FT.
6,875 S.F. X.106 C.F. = 728 C.F. OF RETENTION REQUIRED
PROPOSED 750; C.F. RET.
FINISH FLOOR 0'-0"
All Gip Af
Oft P2
t shall confrm-,,,v*,
Build i n v Cc J e,;
DRAWN
JL
CHECKED
DATE
11/26/irp
SCALE
JOB NO.
SHEET
A
OF
LL
•
•
DRAWN
JL
CHECKED
DATE
11/26/irp
SCALE
JOB NO.
SHEET
A
OF
LL
•
it
DRAWN
JL
CHECKED
DATE
11/26/irp
SCALE
JOB NO.
SHEET
A
OF
•
it
DRAWN
JL
CHECKED
DATE
11/26/irp
SCALE
JOB NO.
SHEET
A
OF
ma
11111115
F'R0F'E2T`I' LINE
1-4
I
1 -0.33' = f000± CF. RE i.
NEW ADbITI N
300/ 5 FT.
! caI nN f! I
4
co
FINISH FLOOR 0'-0"
F ROf'ERTY LINE
NEW ROOF
HAND FRAME SEE TYP.
WALL SECTION OR BY
ROOF TRUSS COMP.
NEW ADDITION
LEFT ELEVATION
,�.
125.00°
s.
125.
IMPERMEABLE SURFACE
LOT 6,875
NEW ADDITION
290 SQ.FT.
EXISTING HOUSE W1 GARAGE
988 SQ FT.
EXISTING SHED
100 SQ.FT.
DRIVEWAY
459 SQ,FT.
HARDSCAPE
149 SQ. FT.
TOTAL 28.9%
1,986 SQ.FT.
FINISH FLOOR 0'-0"
RIGHT ELEVATION t---2-�
RAINFALL RETENTION CALCULATION
2.5 X 28.9% IMPERVIOUS AREA = 723 C.F. RET.
FIRST 1" OF RAINFALL @.106 CU. FT.
6,875 S.F. X.106 C.F. = 728 C.F. OF RETENTION REQUIRED
PROPOSED 750; C.F. RET.
5'
co
FINISH FLOOR 0'-0"
SCAl Q/l = -011
Al
r� DRAWN
JL
CHECKED
DATE
it/2�o/15
SCALE
3/16" = 1'-0"
JOB NO.
SHEET
A I
OF 3 SHEETS
1.ErSTRUCTURAL NOTES
CODES AND STANDARDS
WIND LOADS AS PER FLORIDA RESIDENTIAL BUILDING CODE, 2014 AND:
ASCE 7-10
WIND SPEED=170 MPH (3 SECOND GUST)
STRUCTURE TYPE= VB
OCCUPANCY CLASSIFICATION = R-3
EXPOSURE= C
IMPORTANCE = 1.00
KD=1.0
INTERNAL PRESSURE COEFFICIENT= +/- 0,18
ALL WORK SHALL CONFORM TO 2014 FBC EXISTING.
1 CHAPTER 11 ADDITIONS
SECTION 403, ALTERATION -LEVEL 1, CHAPTER 6 AND SECTION 404.
COMPONENTS & CLADDING DESIGN WIND PRESSURES:
WALLS: ZONE 4 = +41.4 PSF, -41.3 PSF
ZONE 5 = +41.4 PSF, -52.7 PSF
ROOF: ZONE 1 = +24.6 PSF, -40.8 PSF
ZONE 2 = +24.6 PSF, -68.4 PSF
ZONE 3 = +24.6 PSF, -68.4 PSF
ALL OPENINGS BELOW 60'-0" TO BE PROTECTED FROM IMPACT OF
WINDBOURNE DEBRIS
THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-05
EDITION). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASD
9TH EDITION. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS
FOR MASONRY STRUCTURES (ACI 530-05/ASCE 5-05/TMS 402-05).
BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN
SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/NFOPA NDS -2001).
SECTION AND DETAILS
ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE
INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS
ELSEWHERE UNLESS OTHERWISE NOTED.
EPDXY NOTE:
ALL EPDXY TO BE SIMPSON (AT) HIGH STRENGTH ANCHORING ADHESIVE
COMPRESSIVE STRENGTH 2,900 psi (2 DAYS) OR EQUAL
NOTE:
HURRICANE STORM PANELS OR IMPACT GLAZING
SHALL BE REQUIRED FOR ALL NEW WINDOWS
NOTE
WINDOW 4 DOOR SIZE MAY CHANGE
SEE OWNER SPECS
PLUMBING RISER
CONNECT 3" PIPE TO
EXISTING DRAIN
2" VTRJ;L
SHWR
WC LAV
2"
3„ co
2”
3"
NEW BATH
WINDOW SILL
CB = CONCRETE TIE BEAM LB = PRECAST UNTEL BEAM
MARK
SPACER
TOP STL.
TYP. ALUM WINDOW
MIDDLE STL
REMARKS
SILL
6- x 12"
2- 111 5
MAX 1/4" SHIM
-
STANDARD TIE BEAM
MAY POUR DOWN TO TOP
OF `WINDOW -
P.T 1X BUCK
8-101
V x 12"
VULCUM CAULK (TYP.)
2- # 5
SPECIFICALLY NOTED ON THE PLANS
STUCCO SILL PICHED
REPLACEMENT DOLS
38"X82"
1/4" IN 2"
P
D
WI
D V INN
_
p
'V V .°
-L5---i 71
_
t
'
tFTG.
POURED SILL WITH'
CASTCRETE PRECAST
LINTEL 1.5 K/FT FOR
POUR SOLID W/ BLOCK
& TIE BEAM ABV.
r
3/4 RECESS
T'`Ir"'!® W t1�tL�OW
SXS CONC. W/ Iwo + 04
�► t LL L"7lT.�. t L
HOOK BAR "4X8 EPDXIED
1/2"
DRYWALL
BEDROOM
Q 20" O.C. EPDXY ALL
Ix FURRING
BEAM + FTG. STEEL roll INTO EXISTING,
i LUE
L LU
WOOD CASIWa
MASTER BATH
30"X38"
WOOD
1�=1TH
jijIr
11 1
JAMB
0
SID a:
DOOR
32"X40"
•° U
W3
° Ll
34"X34"
B 5'-8" 3
ut
v
Q�Q
BRICK
MOLD
.,.
`.
r uLU
P.T. 2x BUCK w/
:,.
'
TAPCON 1/4"x3 1/4"
4" FROM CORNERS
STUCCO 12" O/C CONT.
T`Ir'�1la.
ANA=
P 3/4" MIN EMBED.
SW th"Ib LPM2920 Bit
W t1�t E'W
NOTE: N CASE OF (2) 2 XS, ATTAC 4 TIE: FMT BUCK AS NOTED -ON TIE SW4E ONE AND
TI'E SECOND USWs TAFCON V4' X 5 V4- - 4- FROM CORNM AND 12' O/C
7'.
p.
°
11/2" DRYWALL
a
?
TYP. ALUM WINDOW
OR Sfx.D. JAMB
D °
Q
TAPCON SIZE 4 EMBEDMENT PER
WINDOW PRODUCT APPROVAL
a
CAULK BUCK TO MASONRY
°
c
HILTI 'CRS' 099-122
COIL NAILS S i6" O/C
as
v .. .:
�- MAX 1/4" SHIM
P.T. ix BUCK
uQQ[. o
VULCUM CAULK (TYP-)
STUCCO
tYlao W t 1�tL7OW
SL t L� tsam
TRUSS ANCHOR SCHEDULE
CB = CONCRETE TIE BEAM LB = PRECAST UNTEL BEAM
MARK
SIZE
TOP STL.
BOTTOM SIL.
MIDDLE STL
REMARKS
B-10
6- x 12"
2- 111 5
2- If 5
-
STANDARD TIE BEAM
MAY POUR DOWN TO TOP
OF `WINDOW -
THE STOCK NUMBER (Le, MSTA9-TZ)
8-101
V x 12"
2- # 5
2- # 5
SPECIFICALLY NOTED ON THE PLANS
#3 TIES 0 8. O.C.
REPLACEMENT DOLS
38"X82"
PER PLAN
1► •
n.iS
WI
t
( W x 8" STARTER POUR
-L5---i 71
8" x 8"
t
'
tFTG.
w
CASTCRETE PRECAST
LINTEL 1.5 K/FT FOR
POUR SOLID W/ BLOCK
& TIE BEAM ABV.
r
O BOTH TOP BARS TO RUN CONTIN000S(THRU CORNERS) 48" MIN. OVER BEARING
OR HOOK DOWN 24" INTO FAR SIDE OF COI. 0 EACH BEARING
• NOTE: TYPICAL TB. "CB -1' MAY POURED DOWN 0 WINDOWS OR USE PRE -CAST
LINTEL. IF INCREASE GREATER THAN 16" ADD 2 #5 (BOT)
TRUSS ANCHOR SCHEDULE
COMIECTION TYPE
MARK ANCHOR r&E OUANT SQE I NAL SHCEDULE NAL SHCEfDULE LA OAD UPLFT CAP
STRAP TO MrAM STRAP TO WD.M- F3 11=-2
TRUSS TO MASONRY
(�)
Al USP "HTA16" 1 1.25" W, 16 GA 10 - 10 D x 1 1/2* N/A 590 660 1500 LBS
"HTA16°
PLAN
USP 2) " 10 - f0 D x 1 1 2° STRP 1 180 139A 3m LBS
- HARDWARE SPECIFIED MANUFACTURED BY " U.S.P." LUMBER CONNECTORS , A GIBRALTOR COMPANY -
- INSTALL ALL HARDWARE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS -
" TAPCONS " - SPACE MIN. 2" T.O. BEAM " WEDGE ANCHORS" - SPACE MIN. 3" FROM EDGES
CAPACITIES SHOWN ARE FOR INSTALLATION IN SOUTHERN PINE LUMBER W/ ASTM A44to GRADE A STEEL SIDE PLATE
W/ NAILS AS INDICATED, UN.O. - SD = 0.131" 0 x 2 1/2" L 10D = 0.148"o x 3"L 16D = OJ62"O x 3 1/2"L
• (TZ). ALL CONNECTORS AND FASTENERS IN DIRECT CONTACT WITH P.T. LUMBIER SHALL SE TRIPLE ZINC COATED FOR
CORROSION PROTECTION. WHEN ORDERING, PRODUCT WITH TRIPLE ZINC COATING, THE DESIGNATION "TZ" MUST ESE ADDED TO
THE STOCK NUMBER (Le, MSTA9-TZ)
- UPLIFT SHOWN 15 15A5E0 ON THE WORST CASE LOAD COMBINATION BETWEEN UPLIFT AND LATERAL LOAD
EITHER PERPENDICULAR OR PARALLEL TO THE RIDGE LINE, WHEN CONSIDERING THE UNITY EQUATION,
WHERE APPLICABLE.
- THE MAXIMUM LATERAL LOAD PARALLEL OF PERPENDICULAR TO THE WALL 15 180 PLF, UNLESS
SPECIFICALLY NOTED ON THE PLANS
FIBER GLASS SHINGLE OVER 30•
FELT, TM TAGGED TO APA 40/20
19/32" EXPOSWRE I PLYU100p
TRUSTS ANCHOR (SEE ANCHOR
SCI-IEDULE FOR csfum ITY t NAILING)
GALV. DRIP EDGE
P.T. 1x2 ON
2x8 S.Y.P. MIN.
61144" SCREEN
VENTS 's 8'-0" O/C —
MATCH EXISTING 12"
HOUSE ROOF PITCH C�
PRE -ENCS. ROOF
TRUSSES u 24" O.G.
ATTIC
...............
i.i° e %o Gyp $D. CLCs.
o.l..
1 F:t Dli FA�L3TOp CONTE
12, MIK CONIC. HENY
MATCH EXISTING I
SM $T141CP1M PLM FOR c>: SAL$
HOUSE O.H.
uII
MIN. R-42 INSULATION
40" STUCCO ON
S" CONIC. BLOCK 112" GYPSUM BOARD ON
P.T. 1x2 FURRING * 24" O/C
I
OVERLAP VERT DOWELS 4S 11 OVERLAP W.LUM.
BAR DIA. MIN. (SEE FOUND. PLAN 30" MIN
FOR SIZE 4 LOCATION) 30-
11 4" CONCRETE
FLOOR SLAB
OL FLR r I'
ELEV. 0'-011
-77-11
� fUI I{=III=_• _ •- =-III � I I�
16"x16" CONC. FTG.
w/ (2) 04'6 CONT.
'rY'•F'_ _W44" S CT t 0N1
ac 06*L- 9 s A* U . V- dP"
PROVIDE 1/8" SPACING
AT PANEL EDGES
APA 40120 mar
EXPOSUREI
PLYWOD `$HSATH11�
ALL PLYU100D SEAMS
BETWEEN IST (3) TRUSSES
NAIL SEAM w/ IOd • 4" O/C
EACH SIDE OF SEAM
1/16' SPACE AT
PANEL ENDS
WOOD FASCIA lSEE
TYP. WALL 3E:CT10N)
W/ (2) 16d TO EACH
TRUSS END
ROOF SHEATHING ATTACHMENT DETAIL
T.—Ts
NAILING, SCHEDULE (UNLOCKED DIAPHRAGM)
1 EDGE NAILING 8d a 4" O.G.
2 iNTERMEDIATENAILMG Sd ® 6" O.G.
3 ESOUNDRY N.AikINGs Sd 0 4" O.C.
® CORNER NAILW3 Sd • 4" O.C.
! ALL NAIL TO 15E RING SHANK )
�i7T�1-T`
AI
650
o &10
15`
BOND BEAM OR
TIE BEAM lsEE
TYP. WALL SECTION)
ROO-F PLAN
SCALE
414 °
TYPICAL " STATER POUR "
988 SQ.FT
NEW BOND BEAM
290 SQ.FT
PLAN
TATs
---.----PER
—i ---_
-- r---------
t
- (- •4 o x 8" x 4" HOOK
988 SQ.FT
290 SQ.FT
I. BARS AT 24' O.C. TYP.
t
EPDXY 4" INTO EXS'T
t
MASONRY
(
NEW MASONRY WALL W/
36"X80"
REPLACEMENT DOLS
38"X82"
PER PLAN
1► •
n.iS
WI
t
( W x 8" STARTER POUR
., Y.: +$lwokxcax'�S, j-
W/ 2 5 4 BARS
I.
t
'
tFTG.
w
Lo
r
-----------------
i��_
IIT
SXS CONC. W/ Iwo + 04
1
HOOK BAR "4X8 EPDXIED
:.
4" INTO EX15TIWG WALL
BEDROOM
Q 20" O.C. EPDXY ALL
B 6'-8" 1
BEAM + FTG. STEEL roll INTO EXISTING,
OVERLAP W.W.M.
0 PERIM. INTO SLAB
• /Iw/ 2 - a 11 CONT.
1�-
1 TYP. EXT. MONO. FTG. ONE STORY
A-2
COLUMN SCHNOULN
REINFORC:IiD MASONRY
G1 Q COL. w/ 1 -*5 A VERT. FILL w/
3000 PSI CONC.
1-5 a DIE
IN CORNER
EXI8T, CBS WALL -
EXIST. FTG.—,
4
4' THICK
� PS1. SLAB
8" x 8" :THICKENED EDGE WA 45X16' BAR �
DOWELED INTO EXIST. 5" w 24' O.C. t SECURED
W/ POUER-FAST W/ 15 HORIZ
BAR CONT.
Free- FLOOR TO FLOOR CONNECTION
WIND PRE8JR98 CN OPENINGS
PRESSURE (PSF)
A NEW DOOR +41, -51
B NEW WINDOW +43,-57
,41��,4 CI�1l�CUL,4T I ON
EXISTING HOUSE
988 SQ.FT
NEW LIVING
290 SQ.FT
TATs
EXISTING SHED
100 SQ.FT
TYPEUlinalPressle TOP REMARK QTY
R.O.
EXISTING A/C
NEW ADDITION
988 SQ.FT
290 SQ.FT
TOTAL LIVING SQ.FT.
1,278 SQ.FT
1
1
MINIMUM SOIL. BEARING CAPACITY=2,500 PSF
4" THICK CONIC. SLAB W/ 6"X6" }
10/10 UJM ON 6 MI!_ VAPOR )
BARRIER OVER TERMITE
TREATED WELL COMPACTED FILL
FrN
O MATCH ffNTERIODELETE WIN. AND
CONNECT NEW MASTER
INTO EXISTING 3" DRAIN CONC. SLAB
FOUNDATION PLAN
EXISTING EXT. WALL
NEW EXT, CMU WALL
NEW INT. FRAME WALL
_
SMOKE DETECTOR
d
TATs
PACE
MASTER
-SIZE
TYPEUlinalPressle TOP REMARK QTY
R.O.
EXISTING
D1
BEDROOM
72"X80"
S.G.D. A 6'-8" 1
74"X82"
Q®
D2
SHED
36"X80"
SOLID A V-8" 1
38"X82"
1► •
n.iS
WI
2
., Y.: +$lwokxcax'�S, j-
--�—�i Sh
aa
C•. 9:.•�iSk xc<`
ca z a
w
Lo
r
IIT
ow
Pressure T Q
1
MASTER
:.
W1
BEDROOM
37"X38"
B 6'-8" 1
39"X40"
i LUE
L LU
W2
MASTER BATH
30"X38"
B
1�=1TH
jijIr
11 1
MASTER RM.
0
SID a:
V-8" 1
32"X40"
W3
SHED
34"X34"
B 5'-8" 3
36"X36"
EXISTING EXT. WALL
NEW EXT, CMU WALL
NEW INT. FRAME WALL
REVISIONS $Y
Q CITY COMMENTS JL
12AOIIS
Q CITY COMMENTS JL
1/14/16
_
SMOKE DETECTOR
d
LL
ON ALL SLEEPING QUARTERS
0
EXISTING
ZU
EGRESS WIN.
Q®
ONE
M �
1► •
n.iS
WI
0)
., Y.: +$lwokxcax'�S, j-
--�—�i Sh
aa
C•. 9:.•�iSk xc<`
ca z a
!
Lo
r
u
Nbi
1
W
:.
E-4
�N
i LUE
L LU
`41
.....
1�=1TH
jijIr
11 1
MASTER RM.
0
SID a:
•�
°
LU
.,.
`.
r uLU
:,.
,. r
Lo
••
LUZ LU
REVISIONS $Y
Q CITY COMMENTS JL
12AOIIS
Q CITY COMMENTS JL
1/14/16
Bag
Lo
d
LL
000
0
LL
ZU
O<�- o
to LU v
M ai
Q®
0000
M �
Bag
Lo
d
LL
000
CYDter.../
uj
Q•
aEZD
0)
C3
N
Lo
_j
®
Nbi
W
E-4
�N
JOHN D. HOLT P.E.
7
15252
DRAWN
JL
CHECKED
DATE
11/2ro/15
SCALE
3/19>" = 1'-0"
JOB NO.
:kl*
SHEET
A2
OF 3 SHEETS
Lo
CYDter.../
®
W
E-4
�N
DRAWN
JL
CHECKED
DATE
11/2ro/15
SCALE
3/19>" = 1'-0"
JOB NO.
:kl*
SHEET
A2
OF 3 SHEETS
USP RT24 W/ 5.16d. ON
RAFTER AND TOP PLATE —
TAMCO PEEL & STEEL OVER 30#
FELT OVER 5/8" PLYWD NAILED 4"
O.C. ON EDGES AND 6" O.C.
2 INTERMEDIATE.
NO NOTCH ON 2X6 RAFTER
METAL DRIP EDGE
1"x2" DRIP STRIP
2A1"x8" FACIA
:o:NEDGES
CCO OVER WIRE LATHE 5/8'
D SHEATHING NAILED @ 4" O.C.
ND 6" INTERMEDIATE. —
2"x6" PT. BOTTOM PLATE
ANCHORED TO CONC. BEAM W/
1/4" WEDGE ANCHORS 4' O.C. _
MAX.
EXISTING CMU WALL W-9" HIGH
EXISTING
FIN.FL R_ s
E'_a
2"x6" SOUTHERN PINE #2
U
RIDGE BEAM �
H10AZ @ EA, RAFTER/ RIDGE
BEAM INTERSECTION
s 2"x6' @16" O.C. STUD ANCHORED TO TOP
} & BOTTOM PLATES W/ SPTH6TZ @ EA.
STUD (TYP.)
2'k6" SYP.#2 TOP PLATE
f
WOOD CONSTRUCTION:
ALL TIMBER CONSTRUCTION SHALL CONFORM TO THE
REQUIREMENTS OF "THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION" LATEST EDITION. WOOD COLUMNS AND
BEAMS SHALL BE SOUTHERN PINE, NO.2 GRADE
PROVIDE 8d @ 6"o.c.
AT FASCIA
2X8 FASCIA L:)F
2x6@160.C.
GABLE END
5/8' CDX PLYWOOD.
SIMPSON A35 OR EQUAL @ 4$"ac.
PROVIDE CLIPAT EACH
BRACE LOCATIONS.
TIE BEAM. SEE PLAN
AND SCHEDULE,
2"x4" SOLID BLOCKING
W/ (2)16d TOE NAILS
EACH END.
v
COARDLn nom=��
8C 4 -na mk* " = 10—SODa
8d @ 4"o.c.
H10AZ @ EA. RAFTER/ RIDGE
BEAM INTERSECTION
SIMPSON H3
USP RT24 Wi 5-16d. ON
–RAFTER AND TOP PLATE
2"x4" LATERAL BRACE
W/ (2)16d NAILS @ EA.
TRUSS.
LEFT ELEVATION/,
REAR ELEVATION
r
NEW ROOF
NEW FRAME WALL
EXISTING CMU WALL
ro'-91f HIGH
EX15TING->: CMU WALL a
61 -VI HIGH
EXf STING 4" CONC. SLAB
NEW 1/4" WEDGE ANCHOis
ia 48" O.G. T"rF>.
10'-8"
5,-4" 51-411
i
601mwimalm 0
rO '
NOTE
ALL M0ARE
EXISTING
DRAWN
JL
CHECKED
DATE
SCALE
JOB NO.
xss
SHEET
A3
OF 3 SHEETS
EM
DRAWN
JL
P4
GO TO EX15TING HOU5E
ELECTICAL FANEL
O
BfRKfR, WIRE K.W.
1-20 1112 13
1-15 *112 0.0
1-20 *112 1-5 0.
•
JWASHER\
DRYER
A/C
120 VOLT
4B,"0z
4cAFCI
WIJ6 NEW ADDITION 290 SQ.FT
290 SF. x 3 VA PER SQ. 3.6 AMPI
240
CONNECT ADDITIONAL LOAD RECRUITMENTS
O SPARES AT EXISTING 150 AMP ELEC.
CODES
ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE
�2014 FLORIDA BUILDING CODE PER FS 555.73 AND ALL
.OTHERS APPLICABLE LOCAL CODES.
'ALL WORK SHALL COMPLY WITH THE 2011 NATIONAL
'ELECTRICAL CODE
RECEPTACLE SHALL BE TAMPER f-, PER
�NEC. 406.11.2007 FBC EXISTING, 2009 SUPPLEMENTS.
ARC-FALT PROTECTION (COMBINATION TYPE) IS REQUIRED
TO COMPLY WITH NEC 210.1213 (NEW OUTLETS).
RECEPTACLES SHALL BE SPACED ACCORDING TO NEC
210.52
ALL BREAKERS MUST BE RATED TO INTERRUPT A S : HORT
CIRCUIT ( ISC ) OF 1000 AMPS SYMMETRICAL
INSTALL SMOKE ALARMS
NOTE:
AREA ON PLAN WITH NO WIRE IS
EXISTING TO REMAIN
NOTE:
ALL WORK SHALL COMPLY WITH LATEST EDITIONS OF
THE FLORIDA BUILDING CODE, THE NATIONAL
ELECTRICAL CODE, AND LOCAL CODES
L—
m in
ff
E L E T Ax L LAI'
�iiWi cz—jrl., to
DRAWN
JL