HomeMy WebLinkAboutPLANSa
SECURE STRAP
TO CONC. W/ (2)
3/16'4' TAPCONS
3 1/2' TI
GONG. SLAB
6IMP50N UJS ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT W/ (2) "5x1
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO PAD DETAIL
2' VTR
1
KITCHEN St
AUTO VENT
PLUMBING ISOMETRIC (SEWER
MODEL 1452 RYAN HOMES
0
cq'-0" 31'-3"
01-9" 2S'-3" ,
B FRS)
m TYP. DI -3 I O HB.
N �
11
■ I D1
I Dl
7YR
I
D u----y II cNv
rt_ rr=11 I
II �Ir
n
I1 III
a
■ LL L-= JJ 11 I' PVC C144
I f FOR ELEC.
II
® ISLAND
II
II
II
6'-8"
II
OPT
�I REF" I F R/
II
x
H li \�I�
0'-0' FIN. ELEV
Y FIN. CONC. SLAB
C3 1/1' CONC, REUFORC:ED
W/ VW-1111,4 x WA
ON 6-MIL POLY ETHYLENE
VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
■ I i rr _
TUB i EXTEND
-----------J SLAB I I/2'
A-jI
■ @ W/C
i
21'-4„ LAV.
■ I N
9A
-6' FeECESS SLAB DI
FOR PAVERS —
�-3 1/2'��� I �
r
4
■ Ilk
I o
L
o
ri
r
LAV.
AN
I� W. II
3/4'
CONDENSATE
W/
II
�,
LINE
*4'
m
BOLLARD
N
r PAVERS
1
24'x24'xl2' CONC. � 0
FTG. W/ (3) S
REEARS EA. WAY
ON CHAIRS MIN.
3' COVER
(2-TYP)
rPAVER
EDGE
LINE 8
DI
4
D I -6 1/2'#
4" 41_0'4" -8"�, 101-0"
4'-0"
40'-0"
SCALE: 1/4 = I'-0' ELEVATION 'A'
I 1 o'J
DI �
3 1/2' CONC. SLAB
v
1a
RECEIVEp
AUr 16 7019
ST. Lucie County, Permitting
A R C H I T E C T S
Design
Group ��<.
PH: 407-774.6078
FAX:407-774-4078
www. a bd es I g n g ro u p, co m
AA #: 0003325
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SUSDIV. & LOT:
OAKLAND LAKE
(LOT 42)
MODEL:
1452
XXX00-00
PROJECT#:
2784.000
PAGE' SCANNED
BY
FOUNDATION
PLAN
160 MPH EXP. C
SCAT :1 /4"=1' — O"
SHEET
I OF 7
WALL LEGEND
V-B' BL< BRCS.
SHEAR WALL SEGMENT
WOOD FRAME BEARING
WALL INTERIOR: 2x4 WALL
16' O.C., UNO.
EXTERIOR: WOOD FRAME
WALL PER COMMUNITY
SPECIFICATIONS. REFER TO
TABLE N/53 FOR MINIMUM
REQUIREMENTS
INTERIOR NON -BEARING
FURRING AT MASONRY
WOOD FRAME WALL: 2x4 ®
® 24' O.C. OVER FOIL
24' O.C. MAXIMUM, UN.O
C^sT.CRETlg LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-I
1'1'-4'
8F28-154T
FRESTRE66ED
L-2
4'-(o'
WM2-05/IT
RECESSEC)
L-3
5'-10'
8F16-05/IT
L-4
4'-6'
M4-054T
L-5
4'-6'
8F24-054T
L-6
6'-6'
8F24-I5/1T
L-1
4'-6'
8F24-05/IT
L-5
4'-6'
8F24-05AT
L-9
4'-6'
M4-054T
L-I0
4'-6'
8F24-054T
L-6
PATIO
5068 SG 25-SH O 25-SH
II II
GREAT ROOM
nTNTNr_ 8'-8' CLG.
8'-8' CLG.
N
N W t
L-5FiI
L-4
I I
I I
I
FRATH 1
8'-8' CLG.
FOYER
r--- V-8' GLG.
I I
L-9 25-SH
EGRESS
OWNER'S SUITE
8'-a' CLG.
Irr�—n I I
1 1 I I I I
W.I.C.
-G
I II
V4, CLG.
--I--
SCALE: 1/4 = I'-0' ELEvATION "A'
F -
2-CAR GARAGE
L-I
16'-0' X 1'-0' OHGD
A R C H I T E C T S
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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mmm
SUBDIV. & LOT:
OAKLAND LAKE
(LOT 42)
MODEL:
{1452
AAA00-00
PROJECT#-
2784.000
PAGE:
LINTEL PLAN
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
I ROLAND A. ABQUC3HACRA
AR NO 03723 00
DATE: 6 /19 /19
SCALE: 1/4"=1'-O"
SHEET
O w��
SQ.FT.
CALC.'S
IST FLR LIVING:
1,452
SQ. FT.
TOTAL LIVING,
ENTRY
PATIO
GARAGE
1,452
IS
IS
3433
SQ. FT.
SQ, FT.
SQ. FT.
SQ. FT.
TOTAL
1882
SQ, FT.
CUIBIC VOLUME LIVING: 12,632
SQ. FT.
EXTERIOR MASONRY
WALL BRG. HEIGHTS
8'-8' BRG.
LOAD BRG, WALL
NON-BRG. WALL
COMPONENT AND CLADDING WIND LOADS RAW WIND EXPOSURE
FOR 3 SECOND GUSTS
CALL i
WE
ZONE
MO MPH WIND
FOOTAGE
DESIOMTM
WIDTH
1
112
16 -01
IT'
84'
5
2ll -44.03
OHGD
2
20
3066 DR
36'
80'
4
30.64/ -30.64
3
Il
38'
63'
4
32.31/ -42.62
EGRESS
4
Il
E� S
38'
63,
4
3231/ -42.62
5
42
5068 SGD
14'
W.
5
28.14/ -5103
6
11
25-61-1
36,
(03,
4
3231/ -42b2
1
Il
25-SH
35,
(03,
4
3231/ -42b2
8
11
38,
(03,
5
30b4/ -51.18
E2S
GRES
9
it
25-SH
38'
63'
5
30.64/ -51.18
EGRESS
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT=I60 / VA5D=124 MPH
B. INTERNAL PRESSURE COEFFICENT=+ .IS
C. RISK CATr=GORY=TYPE 11
EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS d CLADDING PRESSURE ARE BASED ON
THE Vult DESIGN WIND SPEED- FBCR, 5TH ED. (2014) ALLOWS THESE
PRESSURES TO BE MULTIPLIED BY Olo TO MEET THE ALLOWABLE
OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS.
NOTE:
I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING: MEMBERS 2'-0' FROM THE FINISH
FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE MATED SPRAY
2'-0 1'-0"
N
DBL. TOP
Q PLATE
m <r
m
2xb WOOD FR WEDJ
• Ib' O.C.
,CABINET
SECTION
I� 1
N
I
V
N
m
m
3'-2
N
w
C4�
♦a o
25'-2"
5'-9" 7'-8" 8'-IG" 14'-2" 3'-11,
2'-911 &Loll 311_31,
PATIO
x3'- 5 B 6 8 25-6H
5m68 SGD O 25-SH O 25-SH O EGRESS
----- :::: ::■ ■ ■::: ■ ■-■ BM
fit
I�
, '-eGL
DINING I GGREAT ROOM
IO'-O'x9'-0' I 14'a,-&U .
I .
8'-8' GLG.
I �
I �
OIO ri I
O I I I
I A
i
i
i
i 1-10" 2'-8" 3'-2" 1 5'-I011
KITCHEN
tt�2
8'-B' cLG: C AD OUT WALL
7-4 Lu _ _ 9 l2' AFF. cp
F OPT. m
---__ i REF.
3-SN
u
BEDROOM'
31-1011
NO
■_
III®I
11mM
-u
13'-2"
BEDROOM 2
PE
f
I
3'-6" 4'-4'
v
31_61,
8'-8' CL&
OWNER'S SUITE
14'-O'xl3'-4'
8'-8' GLG.
SHOWER HEAD
9 V-8' AFF.
\0-l5 -
3' -
ti al!1 1 S fII
I _ u—
NI �
�i W.I.C. 0. BATH
B'-8' GLG
8'-B' CLG
N w \
O
LJ
2' -8'l
L -- --- i
I SK
m
BOLLA W/H
I 3 TTIC 1 COND.
I ACCESS I
@ 1'-8"
2-CAR GARAGE
IS'-0'x20'-0'
S'-8' CLG.
2) ELECTRICAL
@ PANEL
� PAD -OUT
STRUCK BLOCK
9 GARAGE WALL
v
I(v'-m' X T-0' OHGD 1
81_0ll 2l_ A4il 21-411 l-S" 16'-0" '-a"
CJ
16'-0" 4'-8" ig'-4"
4(I'-0"
FLOOR PLAN
SCALE: 114 = 1'-0" ELEVATION 'A'
HB
I
4
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A R C H I T E C T S
Qresi In
Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 42)
MODEL:
1452
XXX00-00
PROJECT#:
2784.000
PAGE:
FLOOR PLAN
160 MPH EXP. C
ARCHTECT:
STATE OF FLORIDA
/111Um 1 4Q18/
IROLAND A.ABOUCWACRA
AR NO 93723
DATE: 6 /19 /19
SCALE: 1/4"= l'— O"
SHEET
4 OF 7
G
0
CO
CONNECTOR SCHEDULE GOM1TFOL MATE ml-ml-15
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-10
1450
HTA 16-I8,
1400
fU II x IVY I -PLY, (6) 16d 2-PLY, (USP: 00) 1041 X 1 I/Y - NO II OPTION)
(2) MET4-16
1965
(2) HTA 16-S
2800
(10) IDd x IVY )-PLY, (USE, '10) IOd x I IR7
1900
(II 2-PLT (U51F: NO 16d OPTION)
HETA-IS
1610
HTA 16
1SI5
(9)10d x I II I -PLY, (5) 16d 2-PLY USP: (10) 1Od x I n', NO Ibd OPTION
HETA-20
IBIO
HTA 20
1615
(5) 10d x I IR' I -PLY, (a) Ibd 2-PLY USP: (10) 11 x I IR', NO Sd OPTION
}
z
(2) HETA-20
2035
(2) HTA-20
3110
(10) and x I In' I-PLT USP: (10) IOd x I In.
2500
(a) Wd 2-PLY (48P: NO II OPTICN)
0
LGT-2
2150
LUGT-2
1915
el) - II x 2 1/4' TITEN„2 PRT (USP: ELK (5) I/4' WE, WOOD (16) 106
(n
PETAL-20
2480
NO USE CONVERSION
FOR SIMP6ON DETAL-20
(0) - ION X I IR. I PLY
MGT +
3965
MUGi
4000
(I)5/e' ATR IN HKM STRENGTH EPDXY (MN. 12' EMBED), (22) 10d TO WOOD (U8P: (28) 10d TO WOOD)
HGT-2
IO38O
MT,
9365
(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12- EMEED), (16) 106 TO WIDOD '(U5P 11U' OD le) IOd)
HGT-3 +
10530
HUGT-3
9365
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. IT EMBED), (16) IOd TO WOOD (USP: WOOD (8) I0d)
LGT3-SD825
32S5
LUGT-3
5330
(ID SOS 1/4'x2 IQ' TO GIRDER (4) 3/B' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5- WEDGE BOLT, WOOD (12) W625)
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10) 11 x I -IQ' (USP: (10) IOd x 1 %a.
VGT
4940
NO U5P CONVERSION FOR SIMPSON VGT
(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS I/4'X3` TO WOOD
(2) VGT
71S5
NO USE OONVER610N FOR SIMPSON (2)VdT)
(2) 5/8' A.T.R IN HIGH 5TRENGTH EPDXY /MIN 12' EMBEDI, (32)-SD6 I/4'X3' / 2 PLY
MT5-12
1000
MTW 12
1595
(14) IOd x I In' (USFP 04) 106 .1 IR', (14) 106)
HTS-16
1150
HTW I6
1660
(I6) 10d x I In' (USP: (16) 106 x 11/2', (IS) IOd)
HTS-20
1450
HTW 20
2045
(24) IOd c I In' (U8P: (24) 10d x 1 1/2', (20) IOd)
HT5-24
1450
HTW 24
2045
(24)106 x IIR' (USP;(24)10d xIIR',(20)IOP)
L6TA-12
925
LSTA 12
9l0
(10) 10d USP: (10) 10d
L8TA-IS P
1235
LSTA IB
1360
(14) 10d USE (14) 1Od
MSTA-18 +.
1315
MSTA-IS
1315
(14) 10d USE; (14) 10d
N
MSTA-24 +
1640
MSTA-24
I750
(18) 10d USE: (15) 10d
CL
MSTA-30 ++
2050
MSTA-30
2140
Q2) IOd USE: (22) 10d
0<
MSTA-36 +
2050
MSTA-36
2525
(26)1Od U5P: (26)10d
{—
MSTI-36
3800
K5T1 236
3090
(36) 1Od x I In' U5P: (36) 106 .1 In,
( )
MSTI.46
5065
K761 245
4250
(45) 106 .1 Vl' USP; (48) 106 x I In'
H6
95O
LFTA 6
1595
(8) 5d TO PLATES, (6) 6d TO STUDS 4451`N: (16) Sd x 1 1/2', (16) 8d)
SP4
865
SET 4
545
(6) 1Od x I IR' TO ENDS USE; (6) 1Od x I IR' TO STUDS
434
395
MP 34
410
(4) 6d x I In' TO SEAM, (4) 8d x 1 In' TO POST. USE: (4) 86 x 1 1/2" TO BEAM, (4) 86 x 1 In' TO POST.
HCP2
645
HHCP 2
1010
(12) 10d x I In- USP: (10) 106 x 11/2' TO TRU55, (10) 106 X I IR' TO PLATE
FICA
1540
R( 16A
2180
(18) 10d x I In. USP: (9) IOd x I In' TO TRU65, (5) 1Od X I In' TO PLATE
VGT I HDU4
4665
PHD 44
4535
(16)-SDS 1/4'xV TO WOOD, (10)-SDS 1/4.4 YV W/ THREADED ROD, (2) NUTSN)ASHER/2 PLY
USE 5/B' ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT a HDTB
4940
TDX 10
6i10
(IO)-5D6 1/4'x3' TO WOOD, (3)-3/4" STl1D EOLT5 W/ THREADED ROD, (2) NUT5NA5HERRPLY
USE: T/W ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4)1/6' THRU-BOLTS
AEU 44
2200
6665
PALL 44
2535
6'15
(D 5/B' AT.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., (12) 166 TO WOOD USE; SAME A6 SIMPSON
ABU 66
2300
12000
PAU 66
2535
13615
(1) 5/9' AT.R IN HIGH STRENGTH EPDXY, (MIN. l' EMBEDJ IN CONIC, 02)16d TO WOOD U5P: SAME AS SIMPSON
( )
LTTS ++
G40
LTS 19
1205
(I) 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN GONG., (8)106 TO WOOD USP: SAME AS SIMPSON
Q
_
LTT205 +++
I500
LTS 205
1105
(U IQ' A./4' A R HIGH STRENGTH S E IN FI (MIN. E GTHE PDX GONG, d, )10�(10) TO WOOD
USE: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, llOJ 10d, <I0) 10d x I Irz', 2-Irz'
U
z
HTT4
4455
HTT45
4465
_
N 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED.) IN CONC„ (IB) 60-10 X I In' (USP: (20)16d X 2-IQ')
USE HAS MORE NAIL OPTIONS; (20) 10d, (20) IOd x I -IQ', (20) 16d x 2 1/2'
Q
FITTS
Soso
H7745
5430
(!) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. l' EMBED) IN CONO, (26) 16d X 2 V2' NSP: (20) 16d X 2-1/2.)
USP HAS MORE NAIL OPTIONS: (28) 10d, (25) 1Od x I-1¢', /20) OR x 2 [A'
HHDQII-5D5 25+
)laic
UPHD II
12090
lU I' ATR IN HIGH STRENGTH EPDXY, (MIN. 10':EMSED.) N GONG, (24) SOS a' x 2$' WOOD SCREWS (USP: (24) W63 'ROOD 6OR WB)
HDTB
6645
TDX 10
5110
(IJ T/B' AB. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONO„ (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
(n
NOLA 356/1125
3415
5330
NFM3$X12U
3165 1,
7130
SIMPSON: (I) 3/4' ATR, IN HIGH STRENGTH EPDXY, (MIN, b.15' EMBEDMENT) IN CY.0 TOP, (U 3/4'
ATR, IN HIGH 5-FGNGTH EPDXY, (MIN. &AW EMBEDMENT) IN CMU. FACE, (SAOd TO BEAM
USE: (U In' J-BOLT W/ MINIMUM 6: EMBED. I NOT LE55 THAN 4- FROM EDGE OF CONC W/ 3/4' CIA ITW
RAI-ISET/REDHEAD DYNA EOLT SLEEVE ANCHOR OR Ea. W/ MIN. 5- STEED DEPTH INSTALLED IN THE FACE.
W
U,
HUSC412 (WOOD)
3635
2660 (FLR).
HU54121F
3060
1530 fF6R)
(10) lbd TO HEADER (10) 16d TO WOOD U5P: SAME AS SIMPSON
3265 (ROOF)
3225 (RBOF)
Z
Q
HJC410 (CMU)
1610
5085
HD410 IF
ISOB
3175
(IS) 1/4' x 2-3/4- TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: NSP: (IS) II x 3' W53 SCREWS WO (10) 1Od TO OD.
=
HUC210-2 fGMW
1810
5085
HD'e10-21F
1905
3115
(18) I/a' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, /l0) 10d TO WOOD: (USE: (18) i/4' x 3' W53 SCREWS, (10) 10d TO WOOD
HUC210-3 (CMU)
1810
4ZI
HD210-31F
1905
SITS
(IB) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD, NW5P: (IS) 1/4' x 3- W53 SCREIL3, (10) Od TO WOOD
LGUM26-2-SD6
1430
5595
NO USE CONVERSION FOR SIMPSON LGUM2&'2'SD5
(4) 3/8' x 4' TITEN HD ANCHORS /2 PER FLANGE) TO CMU, (4) 1/4' X 2 In' SDS SCREW6 -0 "WOOD
HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF R CORD FOR WRITTEN APPROVAL PRIOR TO SJ55--U-IN5 FOR 511ILAR EPDXY PRODUCTS OR USE - CIA ADHESIVE
ANCHORING SYSTEMS_
+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN T DEEP, THE VERTICAL CE-L IN CMG. WALL Mj5T E' FILLED SOLID w/ GROUT.
++ 106 COMMON NAILS CAN SE 5UFXT17UTED WITH 106 x I IQ' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE _OAD WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
ERIOR TO N5'ALLATON.
(n
++ MINIMUM EMBEDMENT INTO THE TOP OF A ECNDE'EAM WILL BE 5", MIN'MJM EMBEDMENT INTO THE FOUNDATION WILL BE l'
W
H
O
AT.R = A-301 ALL ?HR'cAD ROD (SIZE, PROTECTION 'YPE,-ENGTH, ETC. VARIES)
z
5ECAU5E OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST SE RESPON5IEL E FOR MAKING 5'JRE THAT THE PROFER CCRRO51ON PROTECTION
I5 USED.
WHEN USING STAINLE65 STEEL CONNECTORS, USE STAINLESS 5TEE_ FASTENERS. WHEN USING ZMAX / HOG GALVANIZED O ECTOR5, USE FASTENERS GALVANIZED PER ASTM-A153
USE OF EXPANSION ANCHORS H"LL EE EVALUATED ON AN INDIVIDJAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO'J5E-
ALL CONNECTOR VALUES BASED ON 5!M75ON 'WOOD CON57RU07'ON CONNECTORS C-2013- , 'HIGl LAND -RESISTANT CCN57RJC7ION C-HW99 AND ANCHORING ( F457ENING 5YSTEMS =0R CONCRETE e MASONRY CATALOG
C-5A5-2012,
HEADER SPAN CHART
(HEADER SIZES PER SHART, U.N.O.)
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
DBL 2 x S
DBL 2 x 10
DBL 2 x 12
UP TO 5'-4'
5'-4' TO 1'-0'
-I'-0' TO 10'-0'
10'-0' AND OVER
MINIMUM WALL
REQUIREMENTSDER
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-O' TO
W-0'
UN.O-
W-11 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
I
2
AT EACH END OF HEADER
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16
• TRUSS TO WOOD FRAMING SHALL BE HTS-20
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED
AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS
FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD. U.N.O.ON FRAMING PLAN.
EXTERIOR MASONRY
WALL BR3. HE*'HTS
8'-8' BRIs.
LOAC) BRCS. WALL
NON-BRIs. WALL
R u F "FRAMING pT1V
SCALE: 1/4 IN 1'-0' ELEVATION "A"
(2) META-16
A R C H I T E C T S
4Design
Grouirinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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STJBDI- T:
OAKLAND LAKE
(LOT 42)
MODEL:
1452
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PROJECT#:
2784.000
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
ARCHFECT:
STATE OF FLORIDA
ROLAND A.ABOUCHACRA
AR NO 93723
DATE:
6 /19 /19
SCALE:
1/4"=1'-0"
SHEET
6
OF 7
A R C H I T E C T S
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTE6
�J
110V DUPLEX
®
RECEPTACLE
IICV FLOOR
®
MOUNTED DUPLEX
RECEPTACLE
I'
110V SWITCHED
BOTTOM HALF SWITCHED
DUPLEX RECEPTACLE
110V GFI DUPLEX
EQUIPPED W/ GROUND FAULT
INTERUPTER (TAMPER RESISTANT
GFI
RECEPTACLE
TTPE)
®
220V RECEPTACLE
4 WIRE CONNECTION
IICV DUPLEX
EQUIPPED W/ GROUND FAULT
8(�I
RECEPTACLE
MIEPoJPTERIUEATNERPROOF)
SWITCH
3-WAY SWITCH
`r4
4-WAY SWITCH
LIGHT FIXTURE -
WALL MOUNT
LIGHT FIXTURE -
CEILING MOUNT
y.�
LIGHT FIXTURE -
RECESSED
LIGHT FIXTURE -
HANGING
LIGHT FIXTURE -
FULL CHAIN
LIGHT FIXTURE-
K
KEYLESS
LIGHT
FIXTURE -VAPOR
PROOF
�(
LIGHT FIXTURE -
A
PENDANT
EXHAUST FAN
MOTOR
LIGHT STRIP
LIGHT FIXTURE -
FLUORESCENT
LIGHT FIXTURE -
UC
UNDER CACENET
—
LOW VOLTAGE
PANEL
PANEL
dim
METER
SMOKE
BATT. BACK-UP
SD
AWARDOWIRE:DETECTOR INTERCONNCAR50N
MONOXIDE
BATT. BACK-UP
DETECTOR
NTERCONN
CEILING BOX REQUIRED TO BE
O
J-COX
SUPPORTED IN ACCORDANCE W/
BOX MARKED AS SUCH FOR
INSPECTION
FLOOD LIGHT
DG
DOOR CHIMES
TY
TELEVISION JACK
TELEPHONE
JACK
4
GAS OUTLET
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
HOUSE PLAN: 1452
LOAD INFORMATION
VA
1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT.
4,356
(2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.
3000
(1) LAUNDRY CIRCUIT AT
3000
(1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
(1) WATER HEATER
9000
(1) DISHWASHER
4000
(1) CLOTHES DRYER
10000
(1) DISPOSAL (1/3 HP)
246
SUBTOTAL OF GENERAL LOAD
45,602
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD ® 40%= 35,602 VA x (4)
14,241
TOTAL NET GENERAL LOAD
24,241
5-TON HEAT PUMP#1 30 AMP X (240 VA) =
7200
5-KW ELECTRIC HEAT 5000 VA x (65%)
3250
NET GENERAL LOAD
24,241
NET TOTAL HEAT
10,450
TOTAL LOAD
34,691
CALCULATED LOAD FOR SERVICE
34,691 VA / 240 V= 144.55
200 AMP SERVICE
•4/0 SER CABLE
COMBINATION SERVICE
200 AMP
DISCONNECT SU11tCH AND
120/240 VOL
M
ELECTRIC METER IN
I PHASE
NEMA 3R ENCLOSURE
MLO
PANEL
200A/2
MCE3
POUJER COMPANY
TRANSFORMER
GRADE
PROVIDE 200 AMP, 120/240 VOLT, 1 PHASE
SECONDARY ELECTRICAL SERVICE. PROVIDE 3 0210
COPPER (CU) IN 2" DIA SCHEDULE 80 PVC CONDUIT
OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2" DIA
SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS
PROVIDED 5Y THE ELECTRIC COMPANY.
COORDINATE WITH THE ELECTRIC COMPANY PRIOR
TO BID,
TELEPHONE SERVICE
ENTRANCE EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOUT
VOLTAGE CONNECTIONS
1 04 CU SERVICE GROUND
CONNECTED TO CONCRETE
FOOTER STEEL
200 AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ALL CONDUCTORS SHALL BE TYPE THHN/THU1N UNLESS
NOTED OTHERUUISE.
CABLE 7
SERVICE
P.N.
JACK
PEP. 20 AMP
OUTLET FOR
M. WAVE
oI
C)I
PATIO I WP
DINING
GREAT ROOM
II
GFI \`\
p
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I /
i
I I
HEN
BEDROOM 3
OPT.
REF.
TV.
OWNER'S SUITE
i
0. BATH
x�
II I W.I.C. ,
i i�
LL -- -
/ GFI e
44� AFF W/H
F�-�( �,II
LIGHT 4
� SWITCH
IN ATTIC
�OYE \� \\
SPRINKLER
CONTROL
COACH
LIGHT
1
\ 2-CAR GARAGE
Ii i GFI CLG.
I I OUTLET
I
,
i
Ioi I \, g, a�.
SCALE: 1/4 = 1'-0' ELEVATION "A°
4GDesign
rou lnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SvsDiv 8e LOT:
OAKLAND LAKE
(LOT 42)
MODEL:
1452
XXX00- 00
PROJECT#:
2784.000
PAGE:
ELECTRICAL
PLAN
ka 160 MPH EXP. C
DATE: 6 /19 /19
SCALE: 1 /4"=1' - O"
SHEET
7 OF 7