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7PEPAUT MUST BE JaPT ON JOB
ECTION WILL BE MADE.
PLANS AND ALL PROPOSED WORK
ABJECT i0 ANy CORRECTIONS
'ED BY FIELD INSPECTORS THAT
NECEBSARyIN ORDER TO WITI1 ALL APPI ICAGLL, COOgq,
IFACTURES L4BLES SHgyyluG
RS AND SHGC COMPLIAN%9
EC ENERGY CODE MU§1
REMAIN ON ALL DOORS AND WINOMg
UN77L INSPEcWNS AHEAD
ROM
NEW RESIDENCE
FOR
DAN & HEATHER HERNANDEZ
Property Identification
10105 Muller Rd.
N1�p ii D. 93 I
hi P
DaniaHernandlez
Heather Hernandez
Part St. Lucie -,FL 3-1986-2780
Legal Description
ROGERS RAINCHETTES �RF I I,. a . I _. 0 Ar ,'CfR 3978 2 f; "
CONCEALED FASTENERS OR AITACHM
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
TERNIi, E T►iEATIWEiv
Parcel ICI: 2; a -- 00.0003-000-2
A count fir" 16225
I; e;'p: 6 000
Jurlsdlcti n. Saint Lucie Count
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DATE:
08/28/17
SCALE:
N.T.S.
SHEET:
COVER
DESIGN CODE: FBC 2014 (5th Editio
4q'-11"
FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX
FOR IN5ULATION
R302.10 Flame spread index and smoke -developed index for insulation.
Flame spread and smoke -developed index for insulation shall be in
accordance with Sections R302.10.1 through R302.10.5.
R302.10.1 Insulation.
Insulation materials, including facings, such as vapor retarders and vapor -
permeable membranes installed within floor/ceiling assemblies, roof/ceiling
assemblies, wall assemblies, crawl spaces and attics shall have a flame
spread index not to exceed 25 with an accompanying smoke -developed index
not to exceed 450 when tested in accordance with ASTM E 84 or UL 723.
Exceptions:
1. When such materials are installed in concealed spaces, the flame spread
index and smoke -developed index limitations do not apply to the facings,
provided that the facing is installed in substantial contact with the unexposed
surface of the ceiling, floor or wall finish.
2. Cellulose loose -fill insulation, which is not spray applied, complying with the
requirements of Section R302.10.3, shall only be required to meet the smoke -
developed index of not more than 450.
3. Foam plastic insulation shall comply with Section R316.
2x4 top plate to truss chords
2x4 wood studs 16" O.G.
FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX
FOR WALL AND CEILING FIN15HE5
R302.9 Flame spread index and smoke -developed index for wall and ceiling finishes.
Flame spread and smoke index for wall and ceiling finishes shall be in accordance with Sections
R302.9.1 through R302.9.4.
R302.9.1 Flame spread index.
Wall and ceiling finishes shall have a flame spread index of not greater than 200.
Exception: Flame spread index requirements for finishes shall not apply to trim defined as picture
molds, chair rails, baseboards and handrails; to doors and windows or their frames; or to materials
that are less than 1 /28 inch (0.91 mm) in thickness cemented to the surface of walls or ceilings if
these materials exhibit flame spread index values no greater than those of paper of this thickness
cemented to a noncombustible backing.
R302.9.2 Smoke -developed index.
Wall and ceiling finishes shall have a smoke -developed index of not greater than 450.
R602.2 General requirements. (Interior wall detail)
R602.2.1 [IRC 602.8] Fireblocking required.
Fireblocking shall be provided in accordance with Section R302.11.
R602.2.2 [IRC 602.7.3] Nonbearing walls.
Load -bearing headers are not required in interior or exterior nonbearing
walls. A single flat 2-inch by 4-inch (51 mm by 102 mm) member may be
used as a header in interior or exterior nonbearing walls for openings up to 8
feet (2438 mm) in width if the vertical distance to the parallel nailing surface
above is not more than 24 inches (610 mm). For such nonbearing headers,
no cripples or blocking are required above the header.
R602.2.2.1 [IRC 602.5] Interior nonbearing walls.
Interior nonbearing walls shall be permitted to be constructed with 2-inch by
3-inch (51 mm by 76 mm) studs spaced 24 inches (610 mm) on center or,
when not part of a braced wall line, 2-inch by 4-inch (51 mm by 102 mm) flat
studs spaced at 16 inches (406 mm) on center. Interior nonbearing walls
shall be capped with at Isast a single top plate. Interior nonbearing walls shall
be fireblocked in accordance with Section R302.11.
2x4 P.T. sill plate to slab
1/2" wallboard w/paint
o
both sides of wall (typ.)
INTERIOR NON -BEARING YiALL DETAIL
TABLE R301.2(1) CLIMATIC AND GEQGRAPIIIC DESIGN CRITERIA
GROUND
SEISMIC
WINTER
ICE BARRIER
FLOOD
AIR
MEAN
SNOW
WIND DESIGN
DESIGN
SUBJECT TO DAMAGE FROM
DESIGN
UNDERLAYMENT
HAZARDSg
FREEZING
ANNUAL
LOAD
Speed'I Topographic
I
CATEGORY'
Frosthne
TEMr
REQUIRED'
INDEX`
TEMPI
( )h) effects
Weatherin depth' Termite`
NA
See Fig. R301 44)
NA
Negligible
NA:
Very
NA
NA
NA
Heavy
PROJECT DATA: XXXXX Muller Road, Ft. Pier
OWNER: HERNANDEZ
STRUCTURAL ENGINEER: JOHN CRESWELL
CIVIL ENGINEER: N/A
MECHANICAL ENGINEER: N/A
BUILDING DESIGN: ENCLOSED
ULTIMATE WIND SPEED: 160 MPH
EXPOSURE: C
INTERNAL PRESSURE COEFFICIENT: +/- 0.11
IMPORTANCE FACTOR: 1.0
MEAN ROOF HEIGHT: 17'- 1"
ROOF PITCH: 6/12
FLOOD ZONE: X
AIR CONDITIONED SPACE: 2569 sq. ft.
DESIGN CODE: FBC 2014 (5th Edition)
1
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15'-4"
WOB W0a
5'-1"
14'
5'-1"
aMASTER I E
BDRM 8
a 10' ceiling
EGRE55
F 4'-b" L
T-4"
F -
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CY1
� � o
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MASTE BATH Do, F�
10, ceili g
t7 I� r-
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10' ceilin,
Oo
(� 6-6 1 /2" —
II11'-5 1/2" Do4' 1"
II N 0
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BEDROOM
10, ceiling
B
N EGRE55
,
8
cn
cy
° BATH
1 10' ceiling
ti�
D04
N BEDROOM
� 10' ceiling
(V
O <V
cV
I
V-5 1 /2"
EGR
13'-10"
PORCH
10' ceiling
,
7
-
LID Ln
-, 16080 PKT SLIDER
r----------- 3' 1'
I �I
14'
I I
I I
I I I
FAMILY
I
2 �I I
i
I I
I
I COFFER CEILING 12" I
COFFER
1 V AFF
I I
I iI
L------------ —J
14'-2"
13'-11"
CV
2'-11"4 w4 4, 2" 4'-2" 2'-11"
4
12'-10"
DINING
10' ceiling
HALL
10' ceiling
V-6 1 /2"
1'
r
in
m
W03
F—
EF
Doa D13 A
1 Doz A/C 2'-10„
b'2 1
10'-11 1 /2"' 8'-1 1/2"—
11'
3' 2 1 / "
FAMILY u D1 ENTRY ry STUDY
r 10' ceiling 10' ceiling 10' ceiling ry UTILITY I
v 10' ceiling e
q'-4"
-
D02
� I ,
rn I "v
DO'1
GLO5ET-;__t 6 UQ
D5
4'-10"
m GL05E r PORCH in
d3
10' ceiling
D07
q' 4 1 /2"}E �11 '-8 1 /2"
10'-1" 10'-41/2" 5-2"
2T-1" IE q' 11„
56'-11 "
DOOR SCHEDULE
NUMBER
LABEL
QTY
SIZE
WIDTH
HEIGHT
DESCRIPTION
THICKNESS
001
2680
1
2680 L EX
301,
%"
EXT. HINGED -DOOR F01
1 3/4"
D02
2080
3
2080 R IN
245
qb "
HINGED -DOOR PO4
1 3/8"
D04
268D
2
2680 L
30..
qb "
POCKET -DOOR PO4
1 3/8"
005
2660
1
2680 R
301,
q6 "
2 DR. BIFOLD-LOUVERED
1 3/8"
006
268D
2
2680 R
30..
qb "
POCKET -DOOR PO4
1 30,
001
2680
3
2680 R IN
30..
qb "
HINGED -DOOR PO4
1 3/8"
DOS
2880
1
2880 L IN
32 "
q6 "
HINGED -DOOR PO4
1 3/8"
DOq
2880
2
2880 R IN
32 "
q6 "
HINGED -DOOR PO4
1 3/8"
D10
3080
1
3080 L IN
361,
q6 "
HINGED -DOOR PO4
1 30,
D11
3080
1
3080 R EX
36 "
qb "
EXT. HINGED -DOOR F01
1 3/4"
D12
4080
1
4080 L/R IN
48 "
qb "
DOUBLE HINGED -DOOR F04
1 30,
D13 150bo
1
5080 L/R IN
60 "
% "
DOUBLE HINGED -DOOR F01
1 3/8"
D14 15050
1 15050
L/R IN
60 "
1%..
q6 "
DOUBLE HINGED -DOOR PO4
1 3/8"
D15 16060
3 16080
L/R EX
12 "
EXT. DOUBLE HINGED DOOR F01
1 3/4"
WINDOW SCHEDULE
NUMBER
LABEL
IOTY
SIZE
WIDTH
HEIGHT
I R/O
EGRE55
W01
18535H
1 2
18535H
20 "
63 "
21 "X64"
W02
32425H
1
32425H
38 "
50 "
3q"X51"
kNO3
18425H
2
18425H
20 "
50"
21 "X51 "
1,N04
32645H
6
32645H
38 "
161.
3q"X11"
W05
3420FX
1
3420FX
40"
24"
41"X25"
W06
40645H
1
40645H
48 "
16 "
4q"X11"
W01
146535H
1
46535H
154 "
631,
55"X64"
WOS
46645H
4
46645H
154 "
16 "
55"X11"
WOq
32425G
I2
324256
38 "
50 "
3q"X51"
UNDER AIR
256cl
FRONT PORCH
245
REAR PORCH
65q
TOTAL
3503
vwiuiv i,vvc. rou cu 14 (DLll CUIOOri
Exterior Elevation Side - NEST
34.2 psf Exterior Elevation Rear - SOUTH
+30.6 psf +33.1 psf +30.6 psf
- 34.2 psf - 36.8 psf - 34.2 psf
+34.4 psf
- 46.0 psf
+30.6 psf +30.6 psf
- 34.2 psf - 34.2 psf
Exterior Elevation Front - NORTH
Exterior Elevation Side - EAST
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DATE:
08/28/17
SCALE:
1/4" = 11- 0"
SHEET:
nccirni ronF• mr.. gnia 19,th Friitinnl
A-2
DOWEL ROD REPAIR NOTES:
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN
POUR LOCATIONS, DRILL 5" INTO CONCRETE (NO CLOSER THAN 3-3/4"
FROM EDGES). REMOVE DUST PER
MANUFACTURER'S INSTRUCTIONS AND USE 2-PART EPDXY TO ANCHOF
#5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE.
COMPOSITE BEAM:
DOUBLE TOP COURSE OF 8" "U" BLOCKS (W/
1 #5 EA.) OVER ENGINEERED PRECAST
LINTELS. EACH "U" BLOCK COURSE WITH - 1 0' 0":
ONE #5 BAR CONTINUOUS, EACH CAST-
CRETE LINTEL W/1#5 AND ALL FILLED WITH
3000 P.S.I. CONCRETE. DO NOT SPLICE
BARS IN EITHER COURSE.
III
8F24-1 B/1 T
8, 0
LIQUID APPLIED
WATERPROOFING, BASF
MASTER SEAL 581 (or equiv)
EXTEND BEYOND FACE OF
OPENING 8" MIN - INSTALL
PER MANUFACTURERS `
SPECS
P.T. PERIMETER WOOD
BUCKS SET IN EXTERIOR
SEALANT AGAINST CMU
(see buck detalls)
j WATERPROOFING SHALL BE
PROVIDED AT ALL EXTERIOR
OPENINGS, AND BE
CONTINUOUS AROUND
ENTIRE PERIMETER OF
OPENING (TYP)
OPENING FLASHING DETAIL @
MASONRY WALL N.T.S.
2" X 8" P.T. BUCK (if necessary to size opening correctly) EXTERIOR WINDOW(S) PER MFG. SPECS
SPACE 6" FROM TOP & BOTTOM - THEN STAGGER
12" O.C. w/3" x1 /4" TAPCON SCREWS V X 4" P.T. BUCK (window§ shimmed at each
#8 x 1 1/4" S/M screw @ 24V'O.C.)
D o D D a D v0 D O D D Q'O aD a
� 6
D �
D D
WIDTH VARIES 6
1 X 4 P.T. WOOD BUCK APPLIED TO EXTERIOR MASONRY W/POWER
ACTIVATED BROAD HEAD COIL NAIL @ 6" O.C. - APPLY CAULK TO
OUTSIDE PERIMETER OF BUCK
DETAIL @ EXTERIOR WINDOWS
N.T.S.
TYPICAL ROOF
Metal 5-V crimp R-20 (.5 Ibs density) OPEN
OVER 30# felt underlayment OVER 5/8" CDX CELL SPRAY FOAM 5.5"
ATTACH W/8d GALV RINGSHANK (see nailing note) NOMINAL THICKNESS
ON PRE-ENGINEERED TRUSSES @ 24" O.C.
SEE CONNECTOR'S
SCHEDULE t/Q�ijOV�`
BEARING HT. - - -
GALV. FLASHING ON 1"X 2" DRIP 7 5/8" DRYWALL CEILING
ON 2" X 8" CEDAR FASCIA 'L
8" X 16" U-BLOCK W/ 145 BAR
CONT (2X)
WINDOW HEAD HT.
5EE ROOF
PLAN Wfl
OVERHANG
OIMEN5 JEN5
STUCCO SOFFIT W/
VENTS per code
5/8" STUCCO ON 8" X 16" CONC. BLOCK W/
POURED BLK. CELLS AT 6'- 0" O.C. MAX. & AT
ALL WINDOWS, DOORS & CORNERS W/145
BAR DOWELED TO FOOTING - 30" LAP MIN.
FFE.
1/2" DRYWALL ON 1" X 2" P.T,
FURRING OVER 3/4" FOIL
- BACKED RIGID INSULATION
BOARD
` - 4"K. THCONC. SLAB W/ 6X6 10110
W.W.F. OR "FIBER MESH" (2500 P.S.I.
MIN.)
WOOD BASE
+ -g,- ��lhf
___ 6 MIL VISQUEEN VAPOR
MONO CONC. FOOTER 16" WIDE X ---- --
__-- - BARRIER
18" DEEP W/2 - #5 BARS CONT. 16"
TYPICAL WALL SECTION
N.T.S.
SIMPSON MSTA18
(2X total per column)
(or equiv.)
SIMPSON
ABU44
(or equiv.)
FINISH GRADE
(2) 2x12 HEADEf
w1l/2" ply
SIMPSON H
SEE FOUNDATION PLAN FOR
DIMENSIONS AND REINFORCEMENT
PORCH DETAIL
SCALE:NTS
WALL
2" X 8" P.T. BUCK (if necessary to size opening correctly)
SPACE 6" FROM TOP & BOTTOM - THEN STAGGER EXTERIOR DOOR(S) PER MFG. SPECS
12" O.C. w/3" x 1/4" TAPCON SCREWS
2 X 6 P.T. WOOD BUCK APPLIED TO EXTERIOR CONC. FILLED MASONRY
CELL W/1/4" TAPCONS (SEE DOOR PRODUCT APPROVAL SCHEDULE) -
APPLY CAULK TO OUTSIDE PERIMETER OF BUCK
DETAIL @ EXTERIOR DOOR(S)
N.T.S.
LINTEL SCHEDULE all lintels min. 4" bearin
ID
Len th
gravity load
Uplift
load
actual
load
L-1
2' - 10"
8,974
7,034
no load exceeds capacity
8F24 0B-1T
8F24 OB-1T
L-2R
4' - 0"
5,961
4,853
no load exceeds capacity
L-3
4' - 6"
8,672
4,292
no load exceeds capacity
8F24 1B-1T
L-4
5' - 4"
7,342
3,607
no load exceeds capacity
8F24 1 B-1T
L-5
T- 6"
5,681
2,571
no load exceeds capacity
8F24 1 B-IT
L-6
10'- 6"
2,781
1,458
no load exceeds capacity
8F24 1 B-1T
L-7
13' - 4"
1,838
962
no load exceeds capacity
8F24 1 B-1 T
L-8
17' - 4"
1,609
637
no load exceeds capacity
8F24 1B-1T
56-11 "
15'4" 20'-5" >< 14'-2" T
+� O Ell! 1XI
Q
r- — — — — — — — — — — — — — — —
ry ABU44 POST
p ANCHORS /
(typ) / I
I I 16"wx18"d
MONOLITHIC /
O j'-�}" 16"w X 18" d FOOTING W/ (2) #5 BARS
MONOLITHIC L-5 CONTINUOUS 14' 2" I
FOOTING W/ (2) #5 BARS < 2-11 4'-2"— 4'-2" CIE 2'-11
CONTINUOUS I REGE55 3.5"
AT HOUSE p El c- I
I I EI =Ln SLOPE 1in10 ry �L3 L3
El I I *' 1
I
Ln m I
Ell 8" X 8" x 12"
column block
I I El Ell I
I L-8
10'- 0" BEAM THRU-OUT 10' 0" BEAM
THRU-OUT
O 1 DR5/WINDOWS
1 V- 0" HEADER DR5/NINDON5
1 8'- 0" HEADER
L-4
i
I
I
DENOTES CONC. FILLED CELLS
W/1 - #5 VERTICAL @
ALL OPENING SIDES AND
I 72"' O.C. MIN. @ PERIMETER
I \I
c� EI I
� � I
I
I
I
DENOTES CONIC. FILLED
CELLS
W/1 - #5 VERTICAL @
ALL OPENING SIDES AND
72"' O.C. MIN. @ PERIMETER
L-3
a1
1
r ,
L3
I 10'- 0" BEAM
p I THRU OUT
DR5/WINDON5
`n El I 8'- 0" HEADER
I
r— — — — — — — — — — — — — — — — — — — — — — —
oI I
11 El
V41 I I RECESS 3.5"
1 -4„
I AT HOUSE
o El16"w x 18" d SLOPE 1 in 10
MONOLITHIC 16"w X 18" d
FOOTING W/(2)#5BARS I ABU44 P05T MONOLITHIC
1 CONTINUOUS I ANCHORS (typ) FOOTING W/ (2) #5 BARS
L _,AL/ _V — — — — — — — -- — — — — — — —
— — — — — —
--—
CONTINUOUS
— —
0 0 0
4'-51 4'-3" �E 1 V-I
1T-11" - E 3q'
56'-11"
4" THICK 2500 PSI CONIC. SLAB W/ FIBERMESH ADD.
OR
6X6,10/10 W.M. OVER
APPROVED VAPOR BARRIER AND CLEAN
COMPACTED, TERMITE TREATED FILL
(95%DENSITY)
16"w X 18" d
MONOLITHIC
FOOTING W/ (2) #5 BARS
CONTINUOUS
1—
I
I
1'-4"
M
m
I
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I
I
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I
I
UNDER AIR 256q
FRONT PORCH 245
REAR PORCH 6bq
TOTAL 3503
DESIGN CODE: FBC 2014 (5th Edition)
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DATE:
08/28/17
SCALE:
1/4" = 1'- 0"
HEFT:
-1
ROOFEDGE
0
3
O
O
-A
O RIDGE
� 000
SHEATHING SHALL BE FASTENED TO ROOF FRAMING Wl8d GALV. RING SHANK NAILS
AT 4' O.C. AT EDGES AND 6" O.C. AT INTERMEDIATE FRAMING EXCEPT AS FOLLOWS:
USE 8d GALV RING SHANK NAILS AT 4" O.C. IN ZONES 2 AND 3
ROOF SYSTEM DETAIL
NOT TO SCALE
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IL
LG^ 4 a ,'n'n
TRUSS CONNECTOR SCHEDULE
BUSS
C NN CTOR
CONNECTOR
CONNECTOR
WOOD FASTENERS
CONGWOOD FASTENERS
DESCRIPTION
B G POINT
RAFTER ID.
UPLIFT
MFG
TO USE
UPLIFT
PER STRAP
PER STRAP
TRUSS TO WOOD BEAM
any
all
1000# or under
SIMPSON
MTS'16
1000#
(74) 10d x 1 112
(14) 10d x 1 112
TRUSS, TO MASONRY
any
all
1810# or under
SIMPSON
HETA20
1810#
9 10d x 1.5"
embedded
TRUSS TO MASONRY
an
missed strap)
as required
SIMPSON
MTSM16
8751E
M 10d x 1.6"
4 114" x 2114" Titen 2
TRUSS TO MASONRY
21
T01
3749#
SIMPSON
FGTR
5000#
(18) 114"x 3" SIDS
(2) 112"x 6" Titen HD
TRUSS TO WOOD BEAM
12
T01
1492#
SIMPSON
LGT2:
2050#
16 16d Sinker
BEAM 16 16d sinkers
TRUSS TO MASONRY
2
T15
1020#
SIMPSON
2 HETA20
3700#
12 #10
embedded
TRUSS TO MASONRY
12
T16
2041#
SIMPSON
2 HETA20
2700#
12 #10
embedded
TRUSS TO MASONRY
17
T19
2711#
SIMPSON
FGTR
6000#
18 114"x 3" SDS
2 112"x 5" Titen HD
UNDER AIR
2569
FRONT PORCH
245
REAR PORCH
689
TOTAL
3503
DESIGN CODE: FBC 2014 (5th Edition
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NOTES:
BUILDER:
JDL Builders, LLC.
LEGAL ADDRESS:
Muller Road Fort Pierce, FL
MODEL: Revision:
Hernandez Res. Rev. By:
DATE: n By: a erence
V
10/16/17 CA 11242944
MITEK PLATE APPROVAL Ws 2197.2 - 2197.4. WEYERHAUSER PRODUCT Ws 1630.2 = 1630.10
1242944
Project: Hernandez Residence Location 10105 Muller Rd, Ft. Pierce
Existing Service Feeder Size: 2/0 cu
Main Breaker Size: 200 amp
Existing Panel Size:
200 amp
Number of Breakers: 38
Existing
Loads
2569
Sq. Ft. X 3 watts per sq. ft...........................
7707
_watts
2
Appliance cir. @1500 watts each....................3000
watts
1
Laundry cir. @ 1500 watts each ..................
1500
watts
1
Range @ 8 kw ... ....... ....... ..... I ........
...8000
watts
2
Dishwasher and disposal @ 1500 watts each
3000
watts
1
Microwave @ 2000 watts... ... ...... ... ...... .....
2000
watts
N/A
Water heater @ 4.5 kw ... .. ... ......._.... ..........
--
watts
1 gas
Tankless water heater..... ............................
---
watts
1
Dryer @ 5 kw ... ....................................5000
watts
1
Refrigerator @ 1500 watts ............_ . I .......1500
watts
2
Bathroom 1 @ 1500 watts ..........................3000
watts
Sprinkler Pump...... ... ...... ...... ... .............
watts
Other...... ... ...
...
watts
Other ..... I . ......
watts
1
Other well pump
1800
watts
New Loads
Poolpump ...............................................
watts
Heat pump....... ... . ......... .......
watts
Chlorine generator ...
..
watts
Air blower....... .......... ... ...... .....
....
watts
Boatlift.......... ..... ........................... . .......
watts
Other... ... ... .
..
watts
Other ......... .......
watts
Other
watts
Sub total36,507 Watts
Total 36,507
First 10 kw @ 100%0................. .................... 107000 watts
Remainder @ 40%................................... 10,602 .....watts
A/C heat @ 100'%9 10,000 watts
Total watts 30,602 Divided by 240 volts =
127.50
Watts
ELECTRICAL LEGEND
SYMBOL DESCRIPTION
METER SOCKET
PANEL BOX
"nO
CEILING FAN W/ LIGHT
Fluorescent[48W9D] 1'x4'2- T8(32w ea.) FLOURESCENT
FFluoreSCBnt[96W9D]= 1'XB' 2- T8(59w ea) FLOURESCENT
-0
11 OV CEILING LIGHT FIXTURE
O
11 OV RECESSED LIGHT FIXTURE
11 OV EAVE LIGHT FIXTURE
00
OO°O
11 OV CHANDELIER LIGHT FIXTURE
11 OV WALL LIGHT FIXTURE
-tr}
SINGLE POLE SWITCH
THREE WAY SWITCH
-b9-'
FOUR WAY SWITCH
_bRS
DIMMER SWITCH
tPr
OUTDOOR SWITCH
110V DUPLEX RECEPTACLE
GFi
11 OV DUPLEX RECEPTACLE
GROUND FAULT INTERUPTED
WP
11 OV DUPLEX RECEPTACLE GFI
W/ WEATHERPROOF COVER
®
11 OV FLOOR MOUNTED
DUPLEX RECEPTACLE
1G
240V RECEPTACLE
TELEVISION JAQK9
DOOR BELL PUSH BUTTON
THERMOSTAT
O
SMOKE DETECTOR
EXHAUSTFAN
oc
DOOR CHIME
FIRE ALARM PANEL
o-
COMPUTER POINT
NOTE: ALL BDRM OUTLETS MUST BE ARC FAULT PROTECTION
OUTLETS PER NEC 210-12(b)
SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72
2" PVC SCHD 80
(2) 250mcm xhhw al (line)
(1) 250mcm xhhw al (neutral) SERVICE
FROM
FPL
200 Ampk
Panel
METER
#4 COPPER
GROUND TO 5/8"x20'-O" REBAR
5/8" x 8' cu ground rod EMBEDDED IN FOUNDATION
UNDERGROUND ELECTRICAL RISER
_ -----_-------
— — — _� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
PORCH
II 0 MA5T
II BOR
I\
I I �\ D 1 N LN6/
II
I I
AM STER / \\/ // R I
BATH
/ s
OF
/--� \\\FAMILY
X
°
�° h0"A.F.F. \ /�----------- �� �/
r I
R \\ KITCHEN
w V
I I ° I \ \\�\ \ 3 ---_-__---� I FGI II
II � I \ GFC GF I II
I I I \ \\ 3 II
\ 1 II
R \ \ \ / BA;
I I
I BEDROOM �/'
1 / / A/C \ \ \ \ I \ I I
\ CE
II
\ I i /' \ \ I I
I BATH / \ �,NTRY \ � / \ I I
FAMILY o \\ CE \\ ICE
\ \ AI N
/
STUDY\\ UTILI�1C\ ; iiNEL
r ttr T—
\\
BEDROOM / ° \ GFE i GFG \ I
/ CLOBET
FFL SERVICE j I / CL05ET
UNDERGROUND I / / / a Tf PORCH I /
--- �—
--------- — — — — — — — —�
E1,ECTRICAL NOTES
1) SMOKE DETECTORS TO BE I10-V W/ BATTERY BACK UP — ARC FAULT CIRCUIT
2) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE
DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE
3) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS
SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNOOMS, RECREATION ROOMS, CLOSETS,
HALLWAYS, OR SIMILAR ROOMS PER F1IC AND NEC REQUIREMENTS.
4) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-
VOLT, SINGLE-PHASE IS AND 20 AMP CIRCUITS SREVING: BATHROOMS,
GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF
EDGE OF ANY SINK.
5) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL
BEDROOMS.
6) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
7) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
UNDER AIR 2569
FRONT PORCH 245
REAR PORCH 68q
TOTAL 3503
DESIGN CODE: FBC 2014 (5th Edition)
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DATE:
08/28/17
SCALE:
1/411 = 11- 011
SHEET:
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I
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PLUMBING 5GHBMATIG N.T.5.
0
a -
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ry
�
r
T 1 1 1
201-511
— 5'-7" — 4'-8" 5' 111——13'-1011
B 8
14'
1
0 MA5TER d
BDRM o
0 10' ceiling r r
Q
.i1-411
HASTEF BATH
10' ceili g
i-
i'�
11'-5 1/2"
1
n
m BEDROOM
iv
'- 10' ceiling
y
34
r
1
1
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:o 10, ceiling
m
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lie
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-10 1
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not'
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10' ceiling 1�
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'-101,
13
PORCH
10'ceiling
14'-2"
1'
N
rs-
8'-b" 2'-11" 41.2 4'-2" 2-11
r
r
_1
20'Cj
-5" cp as 12'-1 0" ----�
in in -
8'-1 1!2"
ENTRY
10' ceiling
1bX(2Xt�
PORCH
10' ceiling
q'-41 /2"
2'-8" 10'-8 1/2"
21T-1 1/2"
56'-1111
10'-111
DINING
N KI I Cot
r 10' C&
1z
(,1
STUDY
10' ceiling
Cooling Equipment Summary
Make Trane
Trade TRANS
Cond 4TTR40431-1
Coil TEM6AOC60H51++TDR+UF/HRZ
11'
in
r
1/211 1'-811
--------
z-
in
co
cV
r
iV
N
b'-21l2" 2'-10"
4dX Ca.X E,p � iA
r
UTILI I
10' ceiling I a
q1 A1,
-�i I
in
4'-8 1 /211 3+E 5'-211
9'-10 1/2" —
DESIGN CODE: FBC 2014 (5th Ed
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DATE:
08/28/17
SCALE:
1/4" = 11- 0"
SHEET:
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I V
0
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15-04-00
N M
O O O O O O
U U U W W W
17-11-00
56-11-00
41-07-00
r
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O O O O O O O O
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CD CD
w w w w w w w w
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56-11-00
-11yi70
7
9-11-00
egend
101011
RECEIVED
JAN 0 8 2018
ST. Lucie County, P�rmlttin
NOTES:
1.)REFER TO HIB 91 (RECOMMENDATIONS
FOR HANDLING INSTALATION AND
TEMPORARY BRACING.) REFER TO
ENGINEERED DRAWINGS FOR PERMANENT
BRACING REQUIRED.
2.)AII TRUSSES (INCLUDING TRUSSES UNDER
VALLEY FRAMING) MUST BE COMPLETELY
DECKED OR REFER OR DETAIL V105 FOR
ALTERNATE BRACING REQUIREMENTS.
3.)ALL VALLEYS ARE TO BE
CONVENTIONALLY FRAMED BY BUILDER.
4.)ALL TRUSSES ARE DESIGNED FOR 2' ox.
MAXIMUM SPACING UNLESS OTHERWISE
NOTED.
5.)ALL WALLS SHOWN ON PLACEMENT PLAN
ARE CONSIDERED LOAD BEARING UNLESS
OTHERWISE NOTED.
6.)SY42 TRUSSES MUST BE INSTALLED WITH
THE TOP BEING UP.
7.)BEAM/HEADER/LINTEL (HDR) TO BE
FURNISHED BY BUILDER.
Jacksonville
PHONE:904-772-6100 FAX:904-772-1973
Tampa
PHONE: 813-621-9831 FAX: 813-628-8956
Freeport
PHONE:850-835-4541 FAX:850-835-4532
BUILDER:
JDL Builders, LLC.
LEGAL ADDRESS:
Muller Road Fort Pierce, FL
MODEL: I Revision:
Hernandez Res. IRev. By:
DATE: Drawn: e erence :
10/16/17 CJlfe , 1242944
MITEK PLATE APPROVAL #'s 2197.2 - 2197.4. WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10
1242944
I,....
.
" VR
04
PLUMBING 5GHEMATIG N.T.S.
N
-1
:?o
20'
8
14'
49'-11"
OMA5TER o l 411'-11°
BDRM D
O10' ceiling `-
I oil 1
?' 4•
MA5TE Z BATH
10, ceili g
CV
3T
11-5 1/2"
OI
CY
,
zb BEDROOM
10'ceilingDOb
m Z41rn
° 1
BEDROOM
10' ceiling
F�]
iv
• I
v
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r r
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'If ceilin
s
�r
NN
PORCH
10' ceiling
20'-5" - -
w
FAMILg IDXIdX� J
10' ceilin
01
ENTRY
10' ceiling
5*94
1bXiQ,X{�
2'-11 " 4' 2„ 4'-2"
2'-11 "
12-10"
DINING
10' T
IdXt®
10'-b
KITCH
10' ceili
v
1'-6 1/2"
r-
i
cn
it
iv
s
N
r
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HALL
V- 10' ceili � 00 H
D13 010
zo
STUDY
10' ceiling UTILI r
10' ceiling i
11'-5 1/2" u ' • • m GL05 • - PORCH LI?
s' 10' ceiling a'
Doz
s
10'-& 1/2" 5'-2"
3'-10 1/2"
2a'-1 1/2" 9'-10 1/2"
56'-11"
Cooling Equipment Summary
Make Trane
Trade TRANE
Cond 4TTR40431-1
Coil TEM6AOC6OH51++TDR+UF/HRZ
RECEIVED
JAN 0 9 2018
w;io Gadnty, Permitting
UNDER AIR 2569
FRONT PORCH 245
REAR PORCH 689
TOTAL 3503
CUBIC VOLUME OF
CONDITIONED
5PACE = 24,225 CU.FT.
=
O
-1
:?o
20'
8
14'
49'-11"
OMA5TER o l 411'-11°
BDRM D
O10' ceiling `-
I oil 1
?' 4•
MA5TE Z BATH
10, ceili g
CV
3T
11-5 1/2"
OI
CY
,
zb BEDROOM
10'ceilingDOb
m Z41rn
° 1
BEDROOM
10' ceiling
F�]
iv
• I
v
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CL05E 2'
'If ceilin
s
�r
NN
PORCH
10' ceiling
20'-5" - -
w
FAMILg IDXIdX� J
10' ceilin
01
ENTRY
10' ceiling
5*94
1bXiQ,X{�
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2'-11 "
12-10"
DINING
10' T
IdXt®
10'-b
KITCH
10' ceili
v
1'-6 1/2"
r-
i
cn
it
iv
s
N
r
N
HALL
V- 10' ceili � 00 H
D13 010
zo
STUDY
10' ceiling UTILI r
10' ceiling i
11'-5 1/2" u ' • • m GL05 • - PORCH LI?
s' 10' ceiling a'
Doz
s
10'-& 1/2" 5'-2"
3'-10 1/2"
2a'-1 1/2" 9'-10 1/2"
56'-11"
Cooling Equipment Summary
Make Trane
Trade TRANE
Cond 4TTR40431-1
Coil TEM6AOC6OH51++TDR+UF/HRZ
RECEIVED
JAN 0 9 2018
w;io Gadnty, Permitting
UNDER AIR 2569
FRONT PORCH 245
REAR PORCH 689
TOTAL 3503
CUBIC VOLUME OF
CONDITIONED
5PACE = 24,225 CU.FT.
=
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DATE:
08/28/17
SCALE:
1/4" = 1'- 0"
SHEET:
M-1
DESIGN CODE: FBC 2014 (5th Edition)