14-3395DEMOLISH
SCREEN PORCH
81�
EXISTING
31" X 51"UjWINDOW
I--
\ —� Remove
Existin
SHOWER I } m
a / —
" RW3 SHANK NAILS AT EA. TRUSS
Url iperfm(ted
11M,tNPPLES FO
MTSA-18
OR 24" O.C. MAX.
bathroom
1,320 s/f
JACK s-rUDs
X
Fixtures
C2)2X12SP"2 tZ)2x45P"2
WD HEADER
/_5YPICAL ON ALL CORNERS T
Remove
Existing
12-0127.13
TOP PLATE
6'-8"
interior
Walls
SIMPSON SPH4Z
EXISTING
N / A
iN ALL ROOMS
❑o — —
IMISPH4Z
2 x 4 BOT PLT. ANC-POR'D TO SLAB W/
EXISTING:
CARPORT
�
SA -16
_
NEW FNISH PER OUNER/CONTRACTOR
I '' II
W I r d O r a rr jrt a i l
SIMPSON FOR
V)
2 x 4 INTERIOR
SIMPSON SPH4Z
JACK STUDS
3
WOOD STUDS a 24" O/C
} a. -Oil ceiling Hight
W. PER PLANS
(ELMINATE LOWER
_
ca
CRIPPLES FOR 2 X 4 PT -TYP
DOOR OF ENING)
ju
NEW 1/2" GYPSUM BOARD PANEL EACH
SIDE
v
Yan } 1sa -ltzi
�—
(WATER RESISTANT WHERE IN BATHRM AND KITCHEN)
EXISTING
r-AMIL1' ROOM
EXISTING
WATER HEATER
Remove
Existing
Wall
Section
LIVING ROOM
EXISTING ROOF TRUSSES w/
Nam R-13 BATT INSULATION SIMPSONS t -IVA2 r EA CONNECTION EXISTING ROOF TRUSS.
EXISTNrs ROOF TRUSSES • 24" O/C W/ 6 -lett TO TRUSSES 4 6-10d TO TOP PLATE
2X8024"O.C.
W/R-13 BATT INSULATION
O�l KITCHEN
EXISTING WALL TO
BE REMOVED E Cvr
1/411 SCALE
EXISTING ROOF OVERHANG
---------------
-------------- — — — — — — — — — — — — — — — —
DiNING ROOM
Bath C 111 D Math
BEDROOM
— BOTTOM CHORD OF V PSON SPH4Z
EXISTING ROOF TRUSS.
W/ 5/8" DRYWALL & R-13 BATT INSULATT ON TOP
1 /2" DRYWALL D. x 0 A D BOTT
NEW
New Bath 02x6 WOOD STUDS SIMPSON
16" O.C.
1'-10" Ceiling Hight I" TYPE "X" GYP.
BOARD EACH FACE
USP 'TP4X' OR 'TP6X' BASE
PLATE ANCHORS NAILED
W1 10) led NAILS
16" X 12" DEEP FOOTER
W/ (2) "5 BARS
P.T. 2X BASE > W/
1/2" 0 x V WEDGE ANCHORS AT
24" C/C W/ 3"x3"x1/4" WASHERS
EMBED INTO CONC. 6" (MIN.)
MAX 12" FROM EA. CORNER 4 6"
FROM EAC, SIDE OF SPLICES
(HILTI KWIK-BOLT It OR EQUAL)
4" BASE
EXISTING ROOF
EXISTING FLAT ROOF --
2X65P"2
Q 16" O.C.
51MPSON5 H-IOA2 Q EA CONNECTION
W/ 6-10cl TO TRUSSES 4 &-1(dd TO TOP PLATE
(2) 2 X 12 SP"2
WD HEADER
" RW3 SHANK NAILS AT EA. TRUSS
N�
11M,tNPPLES FO
MTSA-18
OR 24" O.C. MAX.
SiMPSON FOR
1,320 s/f
JACK s-rUDs
X
12-0127.13
C2)2X12SP"2 tZ)2x45P"2
WD HEADER
/_5YPICAL ON ALL CORNERS T
NEW 5/8" GYP. BOARD
12-0127.13
TOP PLATE
6'-8"
ON WOOD TRUSSES AT 24" O.C.
SIMPSON SPH4Z
EXISTING
N / A
iN ALL ROOMS
TYP ON TOP
IMISPH4Z
2 x 4 BOT PLT. ANC-POR'D TO SLAB W/
LUMBER SHALL BE HOT -DIPPED
GALVANIZED IN ACCORDANCE W/
AND BOTT
SA -16
_
NEW FNISH PER OUNER/CONTRACTOR
I '' II
W I r d O r a rr jrt a i l
SIMPSON FOR
V)
2 x 4 INTERIOR
SIMPSON SPH4Z
JACK STUDS
3
WOOD STUDS a 24" O/C
} a. -Oil ceiling Hight
W. PER PLANS
(ELMINATE LOWER
_
ca
CRIPPLES FOR 2 X 4 PT -TYP
DOOR OF ENING)
ju
NEW 1/2" GYPSUM BOARD PANEL EACH
SIDE
v
Yan } 1sa -ltzi
�—
(WATER RESISTANT WHERE IN BATHRM AND KITCHEN)
EX15TING ROOF RIDGE
——EXISTING ROOF RIDGE------------------------- --- _ --- — —
Z
2 X 4 SF'"2
--------
j
E
0 12" O.C.
�... X
-
Il I �
2 x 4 Bottom Plats
Q
o
BASE W**FE SCHEDULED
CAULKiNrs BEAD (CONT.)
R-13 BATT
.�
FLOORING PER SCHEDULE
INSULATION
'-S"
OVER EXISTNra CCNC. SLAB
z
c�
2 X 4 A 12" O.C.
LCON.
3A6" DIA x 3.1/2" TAPAS
DINING: ROOM
T 24" O.C.
ER. TiL f O }
EXISTING
BEDROOM -00
n♦
SLAB
n r i ®r
(` I
-
V) V-
ALL FASTENERS IN CONTACT E P/T
LUMBER SHALL BE HOT -DIPPED
C
2 x 4 BOT PLT. ANC4ORV TO SLAB WI
GALVANIZED IN ACCORDANCE W/
AI
CONFLEX 30" dia x 11/211- Anchor w 24" O/C
ASTM A-123. ALL STRAPS SHALL BE
z
SPECIALLY TREATED FOR CONTACT
z
/ P/T LUMBER
l�®®r r-rarm ircG Data i l
O�l KITCHEN
EXISTING WALL TO
BE REMOVED E Cvr
1/411 SCALE
EXISTING ROOF OVERHANG
---------------
-------------- — — — — — — — — — — — — — — — —
DiNING ROOM
Bath C 111 D Math
BEDROOM
— BOTTOM CHORD OF V PSON SPH4Z
EXISTING ROOF TRUSS.
W/ 5/8" DRYWALL & R-13 BATT INSULATT ON TOP
1 /2" DRYWALL D. x 0 A D BOTT
NEW
New Bath 02x6 WOOD STUDS SIMPSON
16" O.C.
1'-10" Ceiling Hight I" TYPE "X" GYP.
BOARD EACH FACE
USP 'TP4X' OR 'TP6X' BASE
PLATE ANCHORS NAILED
W1 10) led NAILS
16" X 12" DEEP FOOTER
W/ (2) "5 BARS
P.T. 2X BASE > W/
1/2" 0 x V WEDGE ANCHORS AT
24" C/C W/ 3"x3"x1/4" WASHERS
EMBED INTO CONC. 6" (MIN.)
MAX 12" FROM EA. CORNER 4 6"
FROM EAC, SIDE OF SPLICES
(HILTI KWIK-BOLT It OR EQUAL)
4" BASE
EXISTING ROOF
EXISTING FLAT ROOF --
2X65P"2
Q 16" O.C.
51MPSON5 H-IOA2 Q EA CONNECTION
W/ 6-10cl TO TRUSSES 4 &-1(dd TO TOP PLATE
(2) 2 X 12 SP"2
WD HEADER
\—(2) 2 x 4 SP"2
TOP PLATE
T WO)SON SPH4Z
N�
11M,tNPPLES FO
MTSA-18
oPENt )
SiMPSON FOR
1,320 s/f
JACK s-rUDs
X
12-0127.13
2 X 4 T -tY�P
/_5YPICAL ON ALL CORNERS T
St—iit
BEDROOM — --- — __ -------------------- --mit No.e
E 1
structural
Electrical '
I MOL ISH B Plumbing
-1 I III SC iEN PORCH �
I I I 11 — —
— I
h
.ice
l Cwn
EXISTING SCREEN PORCH EXiSTING CBS BUILDiNG
PrQ.�dl-_
j6PS P
WINDOW SCHEDULE
LAWSON INDUSTRIES
QT'
Existing Living Area
D/P
SYM WIDTH HIGHT IMPACT
'--SIMPSON LSTA-S STRAP
R-13 BATT
1,320 s/f
A 37" 63" YES Egress
1
12-0127.13
+60.0/-60.0
INSULATION
1
12-0127.13
+60.01-60.0
6'-8"
L2 X 4 PT SOLE PLATE
a 16" O.C. W/ 1/2"
EXISTING
N / A
GONC SLAB
6'-g"
ALL FASTENERS IN CONTACT W/ P/1'
2 x 4 BOT PLT. ANC-POR'D TO SLAB W/
LUMBER SHALL BE HOT -DIPPED
GALVANIZED IN ACCORDANCE W/
CONFLEX 3/6" dfa x 111/2"L Anchor 0 24" O/C
ASTM A-123. ALL STRAPS SHALL BE
_
SPECIALLY TREATED FOR CONTACT
I '' II
W I r d O r a rr jrt a i l
W/ P/T LUMBER
V)
12
U
w
V.71
3
St—iit
BEDROOM — --- — __ -------------------- --mit No.e
E 1
structural
Electrical '
I MOL ISH B Plumbing
-1 I III SC iEN PORCH �
I I I 11 — —
— I
h
.ice
l Cwn
EXISTING SCREEN PORCH EXiSTING CBS BUILDiNG
PrQ.�dl-_
j6PS P
WINDOW SCHEDULE
LAWSON INDUSTRIES
QT'
Existing Living Area
D/P
SYM WIDTH HIGHT IMPACT
360 s/f
N.O.A. #
1,320 s/f
A 37" 63" YES Egress
1
12-0127.13
+60.0/-60.0
O 2611 26" S
1
12-0127.13
+60.01-60.0
1 }
WALL LEDGEND
I }
I I
LOPED EXISTING
SLOPE } FLOR I DA i
S
ROOF } EXISTING ROOM i
I CONC SLAB t
} EXISTING I
EXISTING
2X4®16"
}
WD WALL I o
I DEXISTING WATER HEATER --------------------------------
LU p i O 31" X 51" EWH
�"- — tu1N ow
I
}
r I
� 1
10
X}
�I
�i
c�
<OI
fits
It z}
�1
i
fi
}
}
I
+ D
r
U
Existing Living Area
960 s/f
"New Living Space
360 s/f
New Total Living Area
1,320 s/f
NEW } G
cc TUB 1
3 5/S" MTL. STUD
176 s/f
Existing Covred Entry
77 s/f
LL
1573 s/f
+60.0 / -60.0
2'-10"
6'-8"
NEW
2666
DOO
a 16" O.C. W/ 1/2"
N / A
N / A
0
6'-g"
DUR-ROCK ( OR EQUAL)
10 BOTH }COATED SIDES INC GREUIwoo
BI -FOLD
N/A
O O
KITCHEN Bath Oo� Bath
(�� New Bath �
C
IQ
2 I
DINING ROOM O O
V)
We
�� 1'-10" Celling High
NEW CER. TILE New 5edroom
U
w
BEDROOM
} a. -Oil ceiling Hight
9
ZN
ca
NEW CER. TILE
Q
0
CA
v
Yan } 1sa -ltzi
�—
�
EX15TING ROOF RIDGE
——EXISTING ROOF RIDGE------------------------- --- _ --- — —
Z
CL
--------
j
E
I --
a
�... X
-
Il I �
Q
o
iE
.�
h
'-S"
E
z
c�
1_ I V ING� ROOM
NEW
11'_,m II I 2�x WOOD STUDS
DINING: ROOM
0
ER. TiL f O }
BEDROOM -00
n♦
I 1 } } NEW ELEVATION
CERTIFICATE REQUIRED
z-
-
V) V-
II I
0—
0
CL
:-
z
z
}
fi
fi
I
I
I
i
I
IM
fix
4
}
0
} Q
+IM
1 �
D
f�
fi
}
}
I
}
1
I
}-------�--- — -- ---- ---_._---------------------
r 3. All s ke Detectors are to be interconnected and Hardwaired
10'-3" 3'-0" 41-411 1 A Cyr entry } 4. The rucit shall be Arc Fault Protected
NEW . 1 ❑
2x6 WOOD STUDS L —J
a16"O.C•— — — — — ——
—
1/4" Sca 1e
RESIGNDATA FOR WIND LOADS
WIND SPEED IS BASED ON CHAPTER 3 OF FBC-10, RESIDENTIAL, & ASCE 7-10
ULTIMATE WIND SPEED = 170 MPH - 3 SECOND GUST FOR EXPOSURE "C"
DESIGN WIND SPEED = 132 MPH - 3 SECOND GUST FOR EXPOSURE "C"
RISK CATEGORY 2, INT. PRESSURE COEFFICIENT = +-0.18, MRH <- 15'
PRESSURES NOTED HEREIN ARE GIVEN IN PSF
A INTERIOR ZONE PRESSURES ON WINDOWS/DOORS = + 62.9 PSF
INTERIOR ZONE PRESSURES ON WINDOWS/DOORS = - 68.3 PSF
O END ZONE PRESSURES ON WINDOWS/DOORS = + 62.9 PSF
END ZONE PRESSURES ON WINDOWS/DOORS = - 84.1 PSF
FOR THIS BUILDING, THE MEAN ROOF HEIGHT 15 1528' A.F.F.
ALL OPENINGS TO HAVE IMPACT GLASS, U.N.O.
AREA CALCULATIONS
r
U
Existing Living Area
960 s/f
"New Living Space
360 s/f
New Total Living Area
1,320 s/f
Existing Screen Porch
176 s/f
Existing Covred Entry
77 s/f
FTOT7A77L AREA
1573 s/f
ype of Construction: Type VB
Level II
SCOPE OF WORK:
Occupancy Use / Type = Single -Family DetacW (SFD) Residence
1. EXISTING WOOD ROOF CARPORT
2. ENCLOSE EXISTING CARPORT FOR LIVING SPACE
3. NO MECHANICAL ON THIS PERMIT- (MECHANICAL BY OTHERS)
4. NO NEW ROOF WORK ON THiS PERMIT
5. EXISTNG SHED TO REMAIN (NO PLUMBING )
DO NOT SCALE DRAWINGS
This building design complies with Chapter 16 of the 2010 Florida Building Code (FBC-10) , Chapter 3 of the Residential
Code, & Chapters 4-8 of the Fisting for s
uiing�'odes
Florida Building Code - Existing Building , 2010 Edition,Chapters 4 - 8
ALTERATION LEVEL 1- Chapter 6 - includes the removal & replacement or covering of existing materials, elements,
equipment, or fixtures using new materials, elements, equipment, or fixtures serving the same purpose.
This does not Include removal or repent for repalm, covered in Chap. 2 of the FBG10 Existing Build % Code.
ALTERATION LEVEL 2 - Chapter 7 - Includes the reconfiguration of space, the addition or elllmtnatton of any door or window,
rtg coae.
* ALTERATION LEVEL 3 - Chapter 8 - Applies where the work area exceeds 50% of the aggregate area of the builoing and
made within any 12 -month period. (Alterations for pkunft mechanical or electrical only are excluded from the total work area.)
-DOOR SCHEDULE
r
U
SYM WIDTH
HIGHT
IMPACT
TYPE
N.O.A. #
D/P
o �
6'-8"
YES
MTL SECUITY
06-1113.05
+60.0 / -60.0
2'-10"
6'-8"
NO
SWING
N / A
N / A
0
6'-g"
NO
BI -FOLD
N/A
N/A
DESIGN LOADS: -
Occupancy Use / Type = Single -Family Detached (SFD) Residence
WIND LOADING =170 MPH Ultimate (3 SEC. GUST)
Design Wind Speed ( 3 sec Gust) =132 MPH
TRUSS LOADS (UNLESS NOTEDTRUSS LOADS NOTED OTHERWISE):
ROOF LOADS FLOOR TRUSSES
TCLL= 20 PSF TCLL= 40 PSF
TCDL= 7 PSF ( Shingle / Metal) TCDL= 20 PSF
TCDL= 15 PSF ( Tiles) BCLL = 0 PSF
BCLL=10 PSF BCDL= 5 PSF
BCDL=10 PSF DURATION =1.00
DURATION =125
ALL FLOOR DESIGN LOADS= 65 psf, U.N.O. (Floor design loads are applicable to stairs also)
Pre -Manufactured Trusses to be Designed by Florida Registered Engineer.
Building Codes:
Florida Building Code - Building, 2010 Edition
Florida Building Code - Residential, 2010 Edition
Florida Building Code - Plumbing, 2010 Edition
Florida Building Code - Mechanical, 2010 Edition
Florida Building Code - Building Accessibility, 2010 Edition
Florida Building Code - Building Energy Efficiency, 2010 Edition
NFPA 70 National Electrical Code. 2008 Edition
Chapter 3 & ASCE 7-10 Design Criteria
Ultimate Wind Speed ( 3 - Second Gust) =170 MPH Design Wind Speed ( 3 sec Gust) =132 MPH
Wind Pressures per Table R3012(2), R3012(3) & R301.2(4)
Wind Exposure Category = C
Internal Pressure Coefficient = t0.18
Building Risk Category = 2
Soil Bearing Pressure assumed to be 2,000 PSF Based on Clean, Compacted Sands
in Accordance with Presumptive Load -Bearing Capacity listed in Table R401.4.1 of
FBC-10, Residential Code.
COPYRIGHT 2014
STRUCTURAL
DESIGN REVIEW BY:
JOHN HOLT P.E. # 15252
925 AZURE AVE
WELLINGTON FL 33414.
sU')
CN
LLI
0
r
U
�
Q
C
�
r)
o �
U
R
04`^NV'
v
to
m
C
IQ
2 I
,
V)
Q J
U
w
U K
9
ZN
ca
to
Q
0
CA
v
�
Z
CL
O
E
I --
a
COPYRIGHT 2014
STRUCTURAL
DESIGN REVIEW BY:
JOHN HOLT P.E. # 15252
925 AZURE AVE
WELLINGTON FL 33414.
sU')
CN
LLI
0
��J1►
Q
�
r)
o �
U
v
m
m
IQ
2 I
V)
Q J
U
w
o
=
C.)
0
z
0
w
E
I --
a
Q
o
.�
h
E
z
c�
0
w N
=o
n♦
z-
-
V) V-
0—
0
CL
z
z
_
0
o
(1)>
"�
w
=
V
O
of
CU
(1)
00
0
z
rLj
z e -
.�
r
c:>
C co
co
<
V
d-
m
U-)
o
��J1►
EXi ST iNG
SCREEN POROI-I
d)o0 EXISTiNG
3(-A 31" X $1"
WINDOW
n
EXISTING
P14Mi1.Y ROOM
EXISTINi
WATER 3-tEATER
LIVING ROOM
KITCHEN
L0O
Q
MINING ROOM
SIMPSON SPH4Z
TYP ON TOP
AND BOTT
SIMPSON
2X4SP•2
} ,a 12" O.G.
R-13 BATT
INSULATION
ti
EXISTING ROOF TRUSSES W/
SIMPSON$ H -10A2 i EA CONNECTION
W/ b-IOd TO M$sEs 4 6-IOd TO TOP PLATE
(2) 2 X 12 SP02
WO HEADER
)PENM PEI¢ PLANS
(ELIMINATE LOVER
CRIPPLES FM
DOOR OPENING)
ai
I
(2)2x481*''!
TOP PLATE
-SIMPSON SPH4Z
-MTSA-t8
SIMPSON FOR
JACK STUDS
X 4 PT -TYP
�"- Remove
7
Existing
HIGHT
SHOWER
TYPE
Remove
2 x 4 80T PLT. ANCHOR'D TO SLAB W/
Existing
n -p mited
CONFLEX 3/8" die x lt,2"L Anchor a 24" O/C
bathroom
iN ALL ROOMS
Fixtures
+60.0 if -60.0
Remove
or Door r2rarn ir2
Existing
SWING
Interior
2 x 4 INTERIOR
Wails
6'-8"
EXISTING
WOOD SCUDS ®24" O/C
CARPORT
n
EXISTING
P14Mi1.Y ROOM
EXISTINi
WATER 3-tEATER
LIVING ROOM
KITCHEN
L0O
Q
MINING ROOM
SIMPSON SPH4Z
TYP ON TOP
AND BOTT
SIMPSON
2X4SP•2
} ,a 12" O.G.
R-13 BATT
INSULATION
ti
EXISTING ROOF TRUSSES W/
SIMPSON$ H -10A2 i EA CONNECTION
W/ b-IOd TO M$sEs 4 6-IOd TO TOP PLATE
(2) 2 X 12 SP02
WO HEADER
)PENM PEI¢ PLANS
(ELIMINATE LOVER
CRIPPLES FM
DOOR OPENING)
ai
I
(2)2x481*''!
TOP PLATE
-SIMPSON SPH4Z
-MTSA-t8
SIMPSON FOR
JACK STUDS
X 4 PT -TYP
Bath�a o� Bath
BEDROOM
2X4012"O.C.
EXISTIhtCs
8d RING SHAW NAILS AT E:A. TRJ55
OR 24" O.G. MAX.
NEW 5/8" GYP. BOARD
CONC SLAB
HIGHT
ALL FASTENERS IN CONTACT W/ P/T
TYPE
LUMBER SHALL BE HOT -DIPPED
2 x 4 80T PLT. ANCHOR'D TO SLAB W/
GALVANIZED IN ACCORDANCE W/
CONFLEX 3/8" die x lt,2"L Anchor a 24" O/C
ASTM A-123. ALL STRAPS SHALL BE
iN ALL ROOMS
SPECIALLY TREATED FOR CONTACT
+60.0 if -60.0
W/ P/T LUMBER
or Door r2rarn ir2
Data i l
Bath�a o� Bath
BEDROOM
2X4012"O.C.
NEW 2-2 X 4 TOP PLATES
W/ SIMPSON 6PH4Z a EA. STUD
NEW WALL
I/2" 1'-0" SCALE
lit
f
O AIi www €rvui,ea n
h
t4
SEN"
PLAC.. a
EX15TINGx SCREEN PORCH EXiSTING CBS BUILDING
Exist irp artti Eley,3 t i on
5/8" THRU-SOLH W/ 3/4"
THRU EXISTING i3TVD WALL
5/8"THRU-BOLTS W/ 3/4" WASt
THRU EXISTING STUD WALL
STAGGERED 0 16" O.C.
NOTE: ON BEAR NO ONLY
PROVIDE 30 b WEA HER PROWNG
BETWEEN BOTH WALLS
NOTE: USE SiMP50A
FOR ALL EXISTING
WALL STUDS AND E
5PH4-Z
EXI5TIN6z BUILDINGS
TOP PLATES
EXISTING ROOF
EXISTING FLAT ROOF --
-
SiMP50N 5PH4Z
TYP ON TOP
AND 50TT
SiMPSON
2XIS, SP"2
g 1(0 O.C.
EXISTING ROOF TRUSSES W/
SIMF1SON5 H-IOA2 en EA CONNECTION
W/ 6-106 TO TRUSSES 4 6 -loci t0 TOP PLATE
(2)2X1250"2
WD HEADER
OPENING PER PLANS
2X4Y6T-
(2)2x4SP"2
TOP PLATE
-SIMPSON SPH4Z
-MTSA-18
SIMPSON FOR
JACK STUDS
SIMPSON A -23Z "L" 5RACKET
TYPICAL ON ALL COMERS
",,_SIMP5ON LSTA-9 STRAP
R-13 BATT 2 X 4 PT $OLE PLATE
INSULATIONj I i L
•�J
Yrn
EXISTING
CONC SLAB
ALL FASTENERS iN CONTACT W/ P/T
LUM5ER SHALL 5E HOT -DIPPED
2 x 4 BOT PLT. ANCHOR'D TO SLAB W/ GALVANIZED iN ACCORDANCE W/
CONFLEX 3/8" dia x 1112"L Anchor a 24" O/C ASTM A-123. ALL STRAPS SHALL 5E
SPECIALLY TREATED FOR CONTACT
W/ P/T LUMBER � 7 205 / t
fREVIEWED BY DATE
12j -f
V.1F. 3
L
I
i
P€oCesser
ily:
DES/GN DATA FOR WIND LOADS
WIND SPEED IS BASED ON CHAPTER 3 OF FBC-10, RESIDENTIAL, & ASCE 7-10
ULTIMATE WIND SPEED = 170 MPH - 3 SECOND GUST FOR EXPOSURE "C"
DESIGN WIND SPEED = 132 MPH - 3 SECOND GUST FOR EXPOSURE "C"
RISK CATEGORY 2, INT. PRESSURE COEFFICIENT = +_0.18, MRH S 15'
PRESSURES NOTED HEREIN ARE GIVEN IN PSE
A INTERIOR ZONE PRESSURES ON WINDOWS/DOORS = + 62.9 PSF
INTERIOR ZONE PRESSURES ON WINDOWS/DOORS = - 68.3 PSF
END ZONE PRESSURES ON WINDOWS/DOORS = + 62.9 PSF
B
END ZONE PRESSURES ON WINDOWS/DOORS = - 84.1 PSF
(WATER RESISTANT WHERE IN BATHRM AND FOR THIS BUILDING, THE MEAN ROOF HEIGHT 15 1525' AFF.
EXISTING ALL OPENINGS TO HAVE IMPACT GLASS, U.N.O.
Z2 x 4 Bottom Plate
�j 0 0 o (7 BASE WHERE SCHEDULED
EXISTING
uXt Q i 3"i" X 51" EWH CAULKING$ BEAD (CONT.)
WINDOW
FLOORINGS PER SCHEDULE
R HEATER f
OvER EXISTING CONC. SLAB
CC:NEW 3A6" DiA x 3-1/2" TAPCONS
TUB at 24" OG.
*/13 o.G W/ /1
6
OUR-ROCK ( OR EMAL)
�i BOTH SIDES W/ ZING
O COATED SCREWS /r: -Ni n t ria l `
STY
8d RING SHAW NAILS AT E:A. TRJ55
OR 24" O.G. MAX.
NEW 5/8" GYP. BOARD
New Bath 0
HIGHT
IMPACT
TYPE
Q� 1'-i0" Ceiling High
ON WOOD TRUSSES AT 24" O.G.
1
8'-8"
NEW GER, TILE New Bedroom
iN ALL ROOMS
06-1113.05
+60.0 if -60.0
S' -O" Ceiling Hight
NEW FINISH PER 00MR/CONTRACTOR
Existin� FLORIDn4
SWING
NEW GER. TILE
2 x 4 INTERIOR
6'-8"
Im' -10?
B
WOOD SCUDS ®24" O/C
Screen ROOM �
N / A
-
Patio
NEW 1/2" GYPSUM BOARD PANEL EACH SIDE
tu
KITCHEN)
NEW 2-2 X 4 TOP PLATES
W/ SIMPSON 6PH4Z a EA. STUD
NEW WALL
I/2" 1'-0" SCALE
lit
f
O AIi www €rvui,ea n
h
t4
SEN"
PLAC.. a
EX15TINGx SCREEN PORCH EXiSTING CBS BUILDING
Exist irp artti Eley,3 t i on
5/8" THRU-SOLH W/ 3/4"
THRU EXISTING i3TVD WALL
5/8"THRU-BOLTS W/ 3/4" WASt
THRU EXISTING STUD WALL
STAGGERED 0 16" O.C.
NOTE: ON BEAR NO ONLY
PROVIDE 30 b WEA HER PROWNG
BETWEEN BOTH WALLS
NOTE: USE SiMP50A
FOR ALL EXISTING
WALL STUDS AND E
5PH4-Z
EXI5TIN6z BUILDINGS
TOP PLATES
EXISTING ROOF
EXISTING FLAT ROOF --
-
SiMP50N 5PH4Z
TYP ON TOP
AND 50TT
SiMPSON
2XIS, SP"2
g 1(0 O.C.
EXISTING ROOF TRUSSES W/
SIMF1SON5 H-IOA2 en EA CONNECTION
W/ 6-106 TO TRUSSES 4 6 -loci t0 TOP PLATE
(2)2X1250"2
WD HEADER
OPENING PER PLANS
2X4Y6T-
(2)2x4SP"2
TOP PLATE
-SIMPSON SPH4Z
-MTSA-18
SIMPSON FOR
JACK STUDS
SIMPSON A -23Z "L" 5RACKET
TYPICAL ON ALL COMERS
",,_SIMP5ON LSTA-9 STRAP
R-13 BATT 2 X 4 PT $OLE PLATE
INSULATIONj I i L
•�J
Yrn
EXISTING
CONC SLAB
ALL FASTENERS iN CONTACT W/ P/T
LUM5ER SHALL 5E HOT -DIPPED
2 x 4 BOT PLT. ANCHOR'D TO SLAB W/ GALVANIZED iN ACCORDANCE W/
CONFLEX 3/8" dia x 1112"L Anchor a 24" O/C ASTM A-123. ALL STRAPS SHALL 5E
SPECIALLY TREATED FOR CONTACT
W/ P/T LUMBER � 7 205 / t
fREVIEWED BY DATE
12j -f
V.1F. 3
L
I
i
P€oCesser
ily:
DES/GN DATA FOR WIND LOADS
WIND SPEED IS BASED ON CHAPTER 3 OF FBC-10, RESIDENTIAL, & ASCE 7-10
ULTIMATE WIND SPEED = 170 MPH - 3 SECOND GUST FOR EXPOSURE "C"
DESIGN WIND SPEED = 132 MPH - 3 SECOND GUST FOR EXPOSURE "C"
RISK CATEGORY 2, INT. PRESSURE COEFFICIENT = +_0.18, MRH S 15'
PRESSURES NOTED HEREIN ARE GIVEN IN PSE
A INTERIOR ZONE PRESSURES ON WINDOWS/DOORS = + 62.9 PSF
INTERIOR ZONE PRESSURES ON WINDOWS/DOORS = - 68.3 PSF
END ZONE PRESSURES ON WINDOWS/DOORS = + 62.9 PSF
B
END ZONE PRESSURES ON WINDOWS/DOORS = - 84.1 PSF
(WATER RESISTANT WHERE IN BATHRM AND FOR THIS BUILDING, THE MEAN ROOF HEIGHT 15 1525' AFF.
EXISTING ALL OPENINGS TO HAVE IMPACT GLASS, U.N.O.
Z2 x 4 Bottom Plate
�j 0 0 o (7 BASE WHERE SCHEDULED
EXISTING
uXt Q i 3"i" X 51" EWH CAULKING$ BEAD (CONT.)
WINDOW
FLOORINGS PER SCHEDULE
R HEATER f
OvER EXISTING CONC. SLAB
CC:NEW 3A6" DiA x 3-1/2" TAPCONS
TUB at 24" OG.
*/13 o.G W/ /1
6
OUR-ROCK ( OR EMAL)
�i BOTH SIDES W/ ZING
O COATED SCREWS /r: -Ni n t ria l `
Y
11
NEW �1
2x6 WOOD STUDS
1/�4" Sca Ie
EXISTING ROOF TRUSS.
2X8024"O.C.
W/R-13 BATT iNS)JW
LIVING ROOM
1/2" DRYWALL
New Ba th
1'-10" Ceiling Hight
USP 1TP4X' OR 'TF&X' BASE
PLATE ANCHORS NAILED
W1 t0) iOd NAILS --�
Ifo" X 12" DEEP FOOTER
W/ (2) "5 BARS
BOTTOM CHORD OF
EXISTING ROOF TRUSS.
W/ 1/2" DRYWALL & R-13 BATT INSULATION
DBL. 2x WOOD PLATE
NEW
2x6 WOOD STUDS
0 16" O.C.
(" TYPE "X" GYP.
BOARD EACH FACE
P.T. 2X BASE > W/
1/2" A x 9" WEDGE ANCHORS AT
24" C/O W/ 3"x3"xi/4" WASHERS
EMBED INTO CONI. 6" (MN.)
MAX 12" FROM EA. COMER 4 6"
FROM EAC. SIDE OF SPLICE$
(HILTI KWiK-BOLT if OR E=AL )
4" BASE
DOOR SCHEDULE
STY
Existing Living Area
New Bath 0
HIGHT
IMPACT
TYPE
Q� 1'-i0" Ceiling High
D/P
1
8'-8"
NEW GER, TILE New Bedroom
MTL SECUITY
06-1113.05
+60.0 if -60.0
S' -O" Ceiling Hight
6!4r
NO
SWING
NEW GER. TILE
N / A
6'-8"
Im' -10?
B
BI -FOLD
N / A
N / A
CjV
Uv
Z
N
to
CO
B �
=
co
Uto
v
oy
zg-
NEW
2x6 WOOD STUDS
ER. TIL O 45)1(a" O.C.
NEW ELEVATION
CERTIFICATE REQUIRED
Y
11
NEW �1
2x6 WOOD STUDS
1/�4" Sca Ie
EXISTING ROOF TRUSS.
2X8024"O.C.
W/R-13 BATT iNS)JW
LIVING ROOM
1/2" DRYWALL
New Ba th
1'-10" Ceiling Hight
USP 1TP4X' OR 'TF&X' BASE
PLATE ANCHORS NAILED
W1 t0) iOd NAILS --�
Ifo" X 12" DEEP FOOTER
W/ (2) "5 BARS
BOTTOM CHORD OF
EXISTING ROOF TRUSS.
W/ 1/2" DRYWALL & R-13 BATT INSULATION
DBL. 2x WOOD PLATE
NEW
2x6 WOOD STUDS
0 16" O.C.
(" TYPE "X" GYP.
BOARD EACH FACE
P.T. 2X BASE > W/
1/2" A x 9" WEDGE ANCHORS AT
24" C/O W/ 3"x3"xi/4" WASHERS
EMBED INTO CONI. 6" (MN.)
MAX 12" FROM EA. COMER 4 6"
FROM EAC. SIDE OF SPLICE$
(HILTI KWiK-BOLT if OR E=AL )
4" BASE
DOOR SCHEDULE
STY
Existing Living Area
SYM WIDTH
HIGHT
IMPACT
TYPE
N.O.A. #
D/P
1
8'-8"
YES
MTL SECUITY
06-1113.05
+60.0 if -60.0
2'-10"
6!4r
NO
SWING
N / A
N / A
6'-8"
NO
BI -FOLD
N / A
N / A
WINDOW SCHEDULE
LAWSON INDUSTRIES
STY
Existing Living Area
D/1*
SYM WIDTH HIGHT IMPACT
360 s/f
N.O.A. #
1,320 s/f
O 37" 51" YES
1
12-0127.13
+60.0 / -60.0
O 26" 26" YES
1
12-0127.13
+60,0 / -60.0
WA
LL LEDGEND
T 1 4" ace Is
AREA CALCULATIONS
i
Existing Living Area
960 s/f
* New Living Space
360 s/f
New Total Living Area
1,320 s/f
Existing Screen Porch
176 s/f
Existing Covred Entry
77 s/f
TOTAL AREA
1573 s/f
Type of Construction: Type 11-A
SCOPE OF WORK:
Occupancy Use/ Type= Sime -Family Detached (SFD) Residence
1. EXISTING WOOD ROOF CARPORT
2. ENCLOSE EXISTING CARPORT FOR LiVING SPACE
3. NO MECHANICAL ON THIS PERMIT - (MECHANICAL BY OTHERS)
4. NO NEW RAF WORK ON THIS PERMIT
DO NOT SCALE DRAWINGS
This building design compiles With Chapter 16 of the 2010 Fbrtda SMIng Code (FBC-10) , Chapter 3 of the Residential
Code, BChapters 4.8ofthe Existing ��tlaii�ig Ll�& :
Florida Building Code - Existing Building, 2010 Ediiion,Chapters 4 - 8
ALTERATION LEVEL 1- Chapter 6 - Indudes the removal & replacement or Covering of existing mauls, dements,
equipment, orfucdlres use new materials, elements, equipment, or fixtures serving the same purpm.
This dm not indude removal or replacement far repairs, covered in Chap. 2 d the FEC -10 Exisling BWWNng Code.
ALTERATION LEVEL 2 - Chapter 7 - indades the reconfiguretion of space, the additnh or aminatian of any &or or window,
the reoWQurafiw or extension of any system, or the Installation of arty now or additional equipment.
Moat comply with the provisions of a Levet 1 Alteration, Chap. 6, as well as Chap. 7, of the FBC-10 Existing Buff N Code.
* ALTERATION LEVEL 3- Chapter 8 -Applies where the work area exceeds 50% of ft aggregate area of the building and
made within any 124rwO pwW (Aftereffm for plumbing, medharkall or electrical only are exduded from the total Work area)
Must comply with the proviskxns of Afterabon Levu 1(Chap, 6) & 2 (Chap. 7), of the FBC-10 Existing 8Wkfing Cate.
COPYRIGHT 2014
STRUCTURAL
DESIGN REVIEW BY:
OHN HOLT P.E. # 15252
925 AZURE AVE
WELLINGTON FL 33414.
w
a,
0'W> -0-0z0
LU W
DESIGN LOADS: W Q
� 0� o �
Occupancy Use / Type = Single -Family Detached (SFD) Residence ;U:
WIND LOADING =170 MPH Ultimate (3 SEC. GUST)
Design Wind Speed (3 sec Gust) =132 MPH t` m
TRUSS LOADS (UNLESS NOTED OTHERWISE) : vW, W V o
ROOF LOADS FLOOR TRUSSES ELLLJ
TCLL= 20 PSF TCLL= 40 PSF 0
TCDL= 7 PSF ( Shingle / Metal) TCDL= 20 PSF
TCDL=15 PSF (Tiles) BCLL = 0 PSF z
BCLL=10 PSF BCDL= 5 PSF
BCDL=10 PSF DURATION =1.00
DURATION =1.25 Ea
ALL FLOOR DESIGN LOADS= 65 psf, U.N.O. (Floor design loads are applicable to stairs also)
Pre -Manufactured Trusses to be Designed by Florida Registered Engineer. v
-CU
z
Building Codes: 0
Florida Building Code - Building, 2010 Edition
Florida Building Code - Residential , 2010 Edition L _
Florida Building Code - Plumbing, 2010 Edition • Q�
Florida Building Code - Mechanical, 2010 Edition A a -
Florida Building Code - Building Accessibility, 2010 Edition `�' ,-� z
Florida Building Code - Building Energy Efficiency, 2010 Edition z
NFPA 70 National Electrical Code. 2008 Edition D EL— —
" " . = �" W
Chapter 3 & ASCE 7-10 Design CrRer�a ' -�
-0-° LO
` 100Ultimate Wind Speed (3 - Second Gust) = 170 MPH Design Wind Speed (3 sec Gust) =132 MPH N m N z
14
Wind Pressures per Table R301.2(2), R3012(3) & R3012(4) Q) LLI p
Wind Exposure Category = C a I
LO V—
Internal Pressure Coefficient = #0.18 0'a
Building Risk Category = 2 m so C)
Sal Bearing Pressure assumed to be 2,000 PSF Based on Clean, Compacted Sands
in Accordance with Presumptive Load -Bearing Capacity listed in Table 8401.4.1 of
FBC-10, Residential Code.
Ami
Q�'
k,...
x
i
e�R
i=
N
N
CO
CjV
Uv
Z
N
to
CO
y
(1)J
C
+ t
co
Uto
v
oy
zg-
.v
COPYRIGHT 2014
STRUCTURAL
DESIGN REVIEW BY:
OHN HOLT P.E. # 15252
925 AZURE AVE
WELLINGTON FL 33414.
w
a,
0'W> -0-0z0
LU W
DESIGN LOADS: W Q
� 0� o �
Occupancy Use / Type = Single -Family Detached (SFD) Residence ;U:
WIND LOADING =170 MPH Ultimate (3 SEC. GUST)
Design Wind Speed (3 sec Gust) =132 MPH t` m
TRUSS LOADS (UNLESS NOTED OTHERWISE) : vW, W V o
ROOF LOADS FLOOR TRUSSES ELLLJ
TCLL= 20 PSF TCLL= 40 PSF 0
TCDL= 7 PSF ( Shingle / Metal) TCDL= 20 PSF
TCDL=15 PSF (Tiles) BCLL = 0 PSF z
BCLL=10 PSF BCDL= 5 PSF
BCDL=10 PSF DURATION =1.00
DURATION =1.25 Ea
ALL FLOOR DESIGN LOADS= 65 psf, U.N.O. (Floor design loads are applicable to stairs also)
Pre -Manufactured Trusses to be Designed by Florida Registered Engineer. v
-CU
z
Building Codes: 0
Florida Building Code - Building, 2010 Edition
Florida Building Code - Residential , 2010 Edition L _
Florida Building Code - Plumbing, 2010 Edition • Q�
Florida Building Code - Mechanical, 2010 Edition A a -
Florida Building Code - Building Accessibility, 2010 Edition `�' ,-� z
Florida Building Code - Building Energy Efficiency, 2010 Edition z
NFPA 70 National Electrical Code. 2008 Edition D EL— —
" " . = �" W
Chapter 3 & ASCE 7-10 Design CrRer�a ' -�
-0-° LO
` 100Ultimate Wind Speed (3 - Second Gust) = 170 MPH Design Wind Speed (3 sec Gust) =132 MPH N m N z
14
Wind Pressures per Table R301.2(2), R3012(3) & R3012(4) Q) LLI p
Wind Exposure Category = C a I
LO V—
Internal Pressure Coefficient = #0.18 0'a
Building Risk Category = 2 m so C)
Sal Bearing Pressure assumed to be 2,000 PSF Based on Clean, Compacted Sands
in Accordance with Presumptive Load -Bearing Capacity listed in Table 8401.4.1 of
FBC-10, Residential Code.
Ami
Q�'
k,...
x
VENT TO
OUTSIDE
Cf
TR
AFC I
_ B0 GFM
'.P.
6 . 0
!Y H-qhly
4(H) K
U
d6CsF1/TR
U 1�
d�
WITH
HT
TR
AFC
TR
ELECTRICAL LEGEND
:@__
DUPLEX OUTLET
-0--
DUPLEX OUTLET HALF SWITCWED
P?
WATERPROOF DUPLEX OUTLET
arab
GROUND FAULT INTERUPT OUTLET
5OA/2P
SINGLE WALL SWITCH
a
J -BOX
+�
TELEVISION JACK (CABLE)
8
RECESSED LIGHT FIXTURE
VC
VOLUME CONTROL
20A/IP
WALL MOUNTED LIGHT FIXTURE
1500
SWITCHED EXHAUST FAN
SPARE
TELEPHONE JACK / COMBO RJ -45
S
SMOKE DETECTOR
q
CEILING FAN (SEE PLAN FOR SITE)
20A/1P
GARAGE DOOR OPENER
V.P.
VAPOR PROOF FIXTURE
UC
UNDER CABINET/COUNTER
T.R.
TAMPER RESISTANT
COMPUTED LOAD TABU - A
/ AMP
GKT#
EQUIPMENT
BREAKER
CONDUCTOR
LOAD
1,3
EXIST. RANGE
5OA/2P
6
8000
2,4
EXIST. A.G.
45A/2P
8
6
WASHER
20A/IP
12
1500
_,5
SPARE
I/2" DRYWALL
Q'
COW. 2x 4 NAILER
q
EXIST SMALL APPL. CIRCUIT.
20A/1P
12
1500
MIRESTOP)
GEN. LT (3W/SF)x 1320 S.F.
EXISTING
3g60
5
EXIST. LIGHTING
15A/IP
14
BACKED M. LATW
7
EXIST. FAMILY LIGHT/RECEPT.
15A/IP
14
mmCf
10
EXIST. DINING/ KITCHEN
15A/iP
14
V NUTS ! WASWERS
11
EXIST. BED. RM. RECEPT.
15A/iP
14
EXISTING 2 x 4 * 16" Or— STUDS AT ib" or,
12 EXIST GFI 15A/iP 14
13
NEW LIGHTING @ BED 4 BATH
20A/1P
12
CONT. P.P.T. 2x4
BASE PLATE
14 AFGI @ NEW BED RM. 20A/1P 12
15
BATH /EXT GFI
20A/iP
12
CONT. 6" WIDE 300
16
SMOKE DETECTOR
20A/iP
12
17
EXIST SMALL APPL. CIRCUIT.
20A/1P
12
1500
iq
EXIST SMALL APPL. CIRCUIT.
1 20A/1P
12
1500
SUBTOTAL =
FIRST 10,000 WATTS @100% = 10,000
REMAINDER (7, qb0) @40% = 3,18.4
HVAC LARGEST LOAD @ 100% =5, 200
SUBTOTAL (A) = 18,384 WATTS
17,q60
AIR CONDITIONING LOAD TABLE - A
CKTS QTY EQUIPMENT BREAKER NRE % LOAD
2 1 A/C COMP # _ 2/2 TON 30 ' 10 100 4848
2 1 AHU 4 HEAT # _ 5 KW 45 8 65 5200
CONNECTED LOAD PNL - A
TOTAL CONNECTED ESTIMATED LOAD (C) = 18,384
7b.b0 AMPS
240V
I
1
1
1
I
2`2" PVC
3.
VAN
BTiJpOR
4
EXISTING ROOF JOIST
EXISTi .1
FIBEROLAGG SWINDLES OVER 3V FELT
TiN-TACKED TO 5/S" EXTERIOR PLY-
WOM OWATWNCx
EXISTING
RAFTER TO PLATE A140WOR
am'" N OR EQUAL 16 GAUGE
MTS 12 STRAP AT EA. TRUSS
GAL. MTL. DRIP
41a.. CONT. 0131- 2x4 TOP PLATE ----'
V
CCKT• P.P.T. Ix 2
DRYWALL
CONT. RS 2x 6 FASCIA
3/4" MIN. STU= ON PAPER
PLATE TO STUD AN -WOR
BACKED NIGH RiB LATW
EPSON 20 GAUGE SP4
w
STRAP SECURED N O
•
EACW STUD I6 o c.
2x4 SOPFIT FRAMING
I;
a"�
ftftft
24" mc,
I/2" DRYWALL
Q'
COW. 2x 4 NAILER
Q
3
INTERMEDIATE 2x6 BLOCKING
CL
MIRESTOP)
Q
ry
EXISTING
®
3/4" MN. STUCCO ON 2 LAYERS PAPER
Q
V
BACKED M. LATW
SECURE BASEPLATE
z
DIA x S" LONG
mmCf
i/2" MIN EXTERIOR
T E
T#�,4DED ANCWOR BOLTS
nN`
PLYWOOD SWEATWNG
V NUTS ! WASWERS
OR -
16 GAUGE MAS
MIXILL EMBED
I-
EXISTING 2 x 4 * 16" Or— STUDS AT ib" or,
ANCWORO
BOTW SPACED AT 361 ore.
O
0
PLATE TO STUD ANCi4OR
CONT. P.P.T. 2x4
BASE PLATE
20 GAUGE SP4
EXISTrm 61WAP OR 44 STORM TIE
AT EAC44 STUD 16"
WL -
CONT. 6" WIDE 300
4" -TWIGK CON-. SLAB
E
STRIP LATW
W(6x6-WIA x WL4 WA
GRADE
____.___ .__.____. a__ �.•__�a.�_� �
�
v
a
N
+: n
EXISTING
v) N
(3) • 5 BARS
LL
CONTINUOUS 1
NO =411
'71- �*Nkv
I MAC
1
,{ r� ¢ �p 4" 2. 1 /
.4 11
Sca Is ATG
ELCTRICAL NOTES & LOAD CALCULTAIONS ;
1. ALL ELECTRICAL TO COMPLY W/ NEC -2008 VL
_r
2. THE GREAT ROOM EXPANSION SHALL BE WIRED THROUGH 2 SPARE CIRCUIT IN THE EXISTING PANEL
USING 12 Ga. CN WIRE 2E# AMP BREAKER TO -LI HTS PAN & OUTLETS - OUTLETS
3. T'h
ske Detectors are to be interconnected and Hardwaired4. e rucit shall be Arc Fault Protected
NEW ENCLOUSER
�
� a
9xisLir East mlevatior
i / 4" scale
EXISTING C55 BUILDING
O
EX1slTIN* STUCCO
1
NE. 25 t}� gv�nue
t
0
EXISTING SCREEN PORCH
EXISTING ROOF
------F----
EXiSTiNG 1=.8.
COPYRIGHT 2094
STRUCTURAL
DESIGN REVIEW BY:
OHN HOLT P.E. # 15252
925 AZURE AVE
WELLINGTON FL 33414.
I�� pg'
ins t 1smi
V
U
Uj
i'_ �
w
f-
w
�
co
•
U
a"�
ftftft
Cep
N
m
Q'
Q
3
vJ
CL
U
�
Q
ry
®
�
Q
V
v
z
mmCf
c�
�
nN`
0
w
E:
I-
O
0
v
COPYRIGHT 2094
STRUCTURAL
DESIGN REVIEW BY:
OHN HOLT P.E. # 15252
925 AZURE AVE
WELLINGTON FL 33414.
I�� pg'
ins t 1smi
1
J�J
U
Uj
i'_ �
w
f-
W
U
m
m
Q'
Q
3
Y D
CL
U
�
Q
ry
�
U
0
Z
0
w
E:
I-
O
0
v
—.
A
WL -
E
z
0
v
N
Ld N
w
v) N
LL
6
�>
LL_
o
.�
Q
W
6-0
NCU
N
LO
a0
Q]
m
N
o
QD
Z �
�
z N
LO ��
I- m
�
1
J�J
VENT To
OUTSIDE
CI
TR
AFC 1
—$fd CPM
I.P.
WITH
WT
TR
TRI
4D;--
DUPLEX OUTLET
1
f TRP
ELECTRICAL LEGEND
4D;--
DUPLEX OUTLET
EQUIPMENT
DUPLEX OUTLET HALF SWITCHED
P?•
WATERPROOF DUPLEX OUTLET
1,3
EXIST. RANGE
50A/2P
GROUND FAULT INTERUPT OUTLET
8000
SINGLE WALL SWITCH
EXIST. A.C.
J -BOX
- ®
TELEVISION JACK (CABLE)
6
RECESSED LIGHT FIXTURE
vC
VOLUME CONTROL
-i
WALL MOUNTED LIGHT FIXTURE
XN
SWITCHED EXHAUST FAN
ff
TELEPHONE JACK / COM50 RJ -45
S
SMOKE DETECTOR
20A/1P
CEILING PAN (SEE PLAN FOR SITE)
ED
GARAGE DOOR OPENER
V.P.
VAPOR PROOP FIXTURE
UC
UNDER CABINET/COUNTER
T.R.
TAMPER RESISTANT
COMPUTED LOAD TABLE - A
/ AMP
CWr#
EQUIPMENT
BREAKER
CONDUCTOR
LOAD
1,3
EXIST. RANGE
50A/2P
6
8000
2,4
EXIST. A.C.
45A/2P
8
.
6
WASHER
20A/1P
12
1500
8
SPARE
14")
Q Q
0.,
q
EXIST SMALL ADPL. CIRCUIT.
20A/1P
12
1500
GEN. LT (3W/5F)x 1320 S.F.
�
O
v
3060
5
EXIST. LIGWTING
15A/IP
14
N�
7 EXIST. FAMILY LIGHT/RECEPT. 15AAP 14
10 EXIST. DINING/ KITCHEN 15AAP 14
11 EXIST. BED. RM. RECEPT. 15A/IP 14
12
EXIST GFI
15A/1P
14
13 NEW LIGWTING @ BED 4 BATH 2OAAP 12
14
AFCI @ NEW BED RM.
20AAP
12
'Cc
15 BATP /EXT GF1 20A/IP 12
I(o
SMOKE DETECTOR
20A/iP
12
17
EXIST SMALL APPL. CIRCUIT.
20AAP
12
1500
1q
EXIST SMALL APPL. CIRCUIT.
20AAP
12
1500
w N
= O
SUBTOTAL =
FIRST 10,000 WATTS @100% = 10/000
REMAINDER (7, 060) @40% = 31184
HVAC LARGEST LOAD @ 100% =5,200
SUBTOTAL (A) = 18,384 WATTS
171060
AIR CONDITIONING LOAD TABLE
CKTS
QTY
EQUIPMENT BREAKER
V
2
1
A/C COMP # _ 2/2 TON 30
ANU 4 NEAT # _ 5 KW
O
2
1
co
`
Uj qr
E_X13oz
CONNECTED LOAD PNL — A
TOTAL CONNECTED ESTIMATED LOAD (C) = 18,31
240
t l 0 U Smoke Alarms: 2010 FBC Residential R314.3.1.
ILL
Q<( It dbQC When additions, alterations or repairs requiring
a permit occur, or when one or more sleeping rooms are
added or created in existing dwellings , the individual
dwelling unit shall be equipped with smoke alarms located
as required for new dwellings. See exceptions 1 and 2.
The 120 volt power source shall comply with R314.4
The smoke alarms shall be interconnected and hard wired.
The circuit shall be arc fault protected per NEC 210.12B.
Smoke alarms are required inside each bedroom and
II immediately outside the bedroom doors.
l / 4 SGa to The smoke alarms shall be inspected.
ELCTRICAL NOTES & LOAD CALCULTAIONS : � �: EXISTING ROOF SHINGLES
fmlumlcirc; miser
1. ALL ELECTRICAL TO COMPLY W/ NEC -2008
2. THE GREAT ROOM EXPANSION SHALL. BE WIRED THROUGH 2 SPARE CIRCUIT IN THPANEL
USING 42 Ga Ctr -Tf HN -
-TO S ,FAN OUTLETS = 0 ' LETS M_.
"Allske Detectors are to be interconnected'and Hardwairedn crit shall ho Art. Fat tit Prnfcrtorl
Y I� -
I / 411 Sca to
8'-1"
S'-1"
NEW ENCLOUSER
O
z
t
SITE f=L-014N 4
No Scale NORTH
------------------------------------- I ----------------- ------
EXISITING eTUCCO I
I / 411 scale
EXISTING GBS BUILDING
O
EXISTING SCREEN PORCI-I
EXISTNNG PLAT BOOP
V
--.
CL
N N
M
S,f
O
N
O
co
`
Uj qr
E_X13oz
.
t
,=
r
N
z cN
U
14")
I / 411 Sca to
8'-1"
S'-1"
NEW ENCLOUSER
O
z
t
SITE f=L-014N 4
No Scale NORTH
------------------------------------- I ----------------- ------
EXISITING eTUCCO I
I / 411 scale
EXISTING GBS BUILDING
O
EXISTING SCREEN PORCI-I
EXISTNNG PLAT BOOP
COPYRIGHT 2014
STRUCTURAL
DESIGN REVIEW BY:
OHN HOLT P.E. # 15252
925 AZURE AVE
WELLINGTON FL 33414.
V
--.
CL
N N
M
O
N
O
co
`
Uj qr
N
4
t
,=
r
N
z cN
U
14")
Q Q
0.,
Ld
O O ro
�
i
Q
�
O
v
0
z
U�
Z
N�
E
Q
22
N E
O
V
O
CL
'Cc
w
I—
��
J
COPYRIGHT 2014
STRUCTURAL
DESIGN REVIEW BY:
OHN HOLT P.E. # 15252
925 AZURE AVE
WELLINGTON FL 33414.
CL
CL
cr_w>—to—Oz0
--.
CL
N N
M
O
N
O
Uj qr
�
4
r
�
z cN
U
CL
CL
cr_w>—to—Oz0
EXISTINGF,15-
1 11
r�
1,-,-------
--.
CL
N N
O
>
w
N
LU
Uj qr
z
m
M
z cN
U
14")
Q Q
0.,
Ld
O O ro
�
U
0
z
0
Li
E
I-
O
V
'Cc
w
I—
E
z
0
w N
= O
s'
N
V) N
z°
Q) C
z
EXISTINGF,15-
1 11
r�
1,-,-------
--.
CL
N N
O
>
w
N
Uj qr
z
Q� Z Lo
z cN
14")
O O ro
EXISTINGF,15-
1 11
r�
1,-,-------