HomeMy WebLinkAbout307 Appaloosa Ct 03-2745 New SFHPERMIT ADDRES
CONTRACTOR
ADDRESS D R Horton
6250 Hazeltine NTar'i Dr #102
Orlando, FL 32822
(407)857-9101
CBC 055300
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SUBDIVISION
PERMIT # : DATE
PERMIT DESCRIPTION
PERMIT VALUATION 15
SQUARE FOOTAGE _ ®) s
DI
DESIGN CRITERIA:
• FLORIDA BUILDING CODE (FBC) 2001
*OCCUPANCY- RESIDENTIAL - GROUP R
• CONSTRUCTION TYPE- VI
• 1-STORY RESIDENCE: BLDG HGT 19' -9"
SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE:
• SSTD-10
• CONCRETE MASONRY RESIDENTIAL CONSTRUCTION
• WOOD FRAME CONSTRUCTION MANUAL
• WOOD PRODUCTS PROMOTION COUNCIL
• AMERICAN SOCIETY OF CIVIL ENGINEERS
1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA:
A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318
B. FLORIDA BUILDING CODE (FBC) 2001
2. SOIL
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR
CONTINUOUS WALL FOOTINGS.
3. CONCRETE AND REINFORCING
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301.
B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500
PSI IN 28 DAYS
C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40
4. DESIGN LOADS
A. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16
ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF
WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR
120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF
PERPENDICULAR TO WALL FACE
(DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1)
B. STRUCTUAL LOADS
FLOORS @ SLEEPING AREA 3OPSF LIVE IOPSF DEAD
FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 10PSF DEAD
DECKS-40PSF LIVE 1OPSF DEAD
STAIRS-40PSF LIVE 10PSF DEAD
ROOFS-20PSF LIVE 17PSF DEAD
C. BASIC WIND SPEED MPH (M/S) = 120
D. INTERNAL PRESSURE CO-EFFICENT=+ .18
E. BUILDING CATEGORY=B, USE IMPORTANCE FACTOR 1.0
5. LUMBER
A. ALL STRUCTURAL LUMBER SHALL BE #2 SYP. ALL STUDS SHALL BE #2 GRADE OR
BETTER SPF.(ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR
MASONRY SHALL BE PRESSURE TREATED)
6. TRUSSES
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
FBC 2001 EDITION.
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR
APPROVAL PRIOR TO FABRICATION.
7. GARAGE DOOR/ WINDOWS/ DOOR
A. ENGINEERED FOR 120 MPH 3 SEC.GUST MIN. WIND LOAD
B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
INDEX:
PG
C1
COVER PAGE
PG
1
FOUNDATION PLAN
PG
1A
DOWEL PLAN
PG
1B
LINTEL SCHEDULE
PG
IC
WIND LOAD CALCULATIONS
PG
2
1ST FLOOR PLAN
PG
3D
ELEVATION "D"
PG
3E
ELEVATION "E
PG
3F
ELEVATION "F"
PG
3G
ELEVATION "G"
PG
4D
TRUSS PLAN
PG
4E
TRUSS PLAN
PG
4F
TRUSS PLAN
PG
4G
TRUSS PLAN
PG
5
ELECTRICAL PLAN
PG
5A
OPTIONAL COVERED PORCH
www. drhorton. com
I to [d i Ni
6250 Natic>nal •
• 857-9101 Fax:
(407) 857-9228
D.R. HORTON HOMES
6250 Hazeltine National Drive
Orlando, FL 32822
Tel: (407) 857-9101
Fax: (407) 857-9228
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT
JIM CANTWELL
AR 12079
A.B. DESIGN GROUP, INC.
1441, CR. #427 NORTH
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078 Fax: (407) 774-4078
y Y yty 1
tit
�. 4ixa
r
BAKERS
CROSSING
LOT #121
PHASE #2
DATE: 8/07/03
Sc AT: I/4's P-®'
:SHEET
C I of 5
u
----------------------
EXTEND
SLAB 1 1/2"
it
I^
IN
■
■
■ ■
44'310"
15_O�
-
O
m
31/2'
24"X24"X12"
CONC.
CONC. PAD
SLAM
/l3i#5'S E.W.
ON CHAIRS
MIN. 3" COVER
(3)TYP.
��—
20'-2"
II
-----------------------------
.ENTRY
ELEV®
97G97
i
■
n
El
5 1I
28'-0" 11 g1-011 11 3'-011
31-211 3'-411 1
5A
I I
\4 3 I/2" 1U B
CONC. -3 1/2" D1
SLAB -1
■ I ■
— — — — — — — — — — —
EXTEND
1 10 5LA5 1 1/2
D1 DI I
I cm
O'-O" ELEV.
3 1/2" GONG. REINFORGED 1=1N. CONG. SLAB
qp W16"X6" 010/10 WWM ON 6-MIL. I G
VAPOR BARRIER ON WELL -COMPACTED 1X3
CLEAN TERMITE TREATED FILL OR
APPROVED SUBSTITUTE,
(RECRUIT = SY5TEM) ■
Dl X I
N
�-
IY -'
wa
OPT- ..
w LAV. LAV. I I I TUB I -
15'-8" � 2'-9" 3'-1" 2'-8" 15'-10" ■
14'-2" 16'-10"
.I
} \
1 TU I
■ I FSHUJR/
A�
—
3 1/2"I—
CONC.
SLAB
"\ ■ IY 5
`COND.� C4 P.V.C. 1'-11 4,_6 D1
III
�---
CHASEWH. IN - -
3'-6" OPT. SA1=ET1- PAN -
-3 1/2
U p i OFT. I I OPT.
II
d II CHASE
u II W/ISLAND
II OPT.
II (RANGE
II �
Q� z
Q =3
DID
N
�W Ll
I 0
N
i=
X� 0
`n
-
6'
z
wX
I.I.! U U
■
19' -4"
8
4"
4 -4 4"
U N
EXTEND
S" CURB
SLAM 1
1/2"
WALL
■
-31/2"
I =
0
S 11
H.5.
■
DI D1
-4 1/2°
3 1/2" a
L
IN
CONC.
Nf
■
SLAB cn
■
■
L
■
16'=2"
0
Q
0'-0" ELEV.
SIN, CONC. SLAB
■
L
■
■
2'-0" 16'-0" 2'-0" 5'-0"
40'-0" ,
BAKERS
CROSSIN
ILOT #121
PHASE #,<r
MODEL:
99 1905- L99
F.S./B.C.
9 — 4"
'OUNDATIO
PLAN
DATE: 8 /0'7 /0 3
scAT: 1/41=1'-0'
SHEET
OF
u
27'-8"
23'-8"
Ig'-S"
15'-611
ll'-8"
5 -8
V
1.
-8 -4
10'
— — — — — — — — — — — — — — — — — — — — — — — —
DOWELL PLAix-1
I
,^------ ---------------------------
III-oil
---------------------------
DOWEL PLAN IELIEV® "F" ONLY
J
BAKERS
CROSSING
LOT #121
PHASE #21
MODEL:
9919V5— L"
F.S./B.C.
9 499
DOWEL
PLAN
DATE: 8/07/03
SCALE: 1/�'■��-®'
SHEET
IAOF\ 5
u
t
W
BAKERS
CROSSING
LOT #121 '#21
HASE
MODEL:
F.S./B.C.
9 9— 4 9 9
LINTEL
SCHEDULE
DATE: 8/O7/03
SCAT : 1I41=1'-®'
SHEET
I B °F 5
is
0
O 3065 W/12 "SL
O D 4E = 501IX36 "X3m"
TRANS. ABV.
F = 50"X42"X15"
TRANS. ABV.
O Gc= 54"X16"
TRANS. ABV.
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL # IFOOTAGE1
SQUARE
WINDOW SEZE
AND TYPE
ZONE
110 MPH WIND
120 MPH WIND
1
25
3060 W/12 "SL
4
2O.5/ -22.3
24.3/ -26.5
2
13
5011X3ro"X3o"
TRANS. ABV.
4
21.5/ -23.3
ELEV "D TE'I
25.5/ -21.7
3
15
50"X42"XIS"
TRANS. ABV.
4
21.3/ -23.1
ELEV "F"
25.3/ -21.5
4
6
54"X16 "
TRANS. ABV.
4
21.5/ -23.6
ELEV "C"
25.9/ -20.1
5
112
GARjAC�E
5
15.3/ -22.4
21.8/ -26.-1
6
1-i
25-6H
4
21.1/ -22.9
25.1/ -21.3
25-6H
4
21.1/ -22.9
25.1/ -21.3
S
11
25-5H
4
21.1/ -22.9
25.1/ -21.3
9
11
25-5H
5
21.1 / -25.0
25.0/ -33.1
10
11
25-SH
4
21.1/ -22.9
25.1/ -2-1.3
II
53
5065 5GD
4
19.4/ -24.4
23.1/ -29.2
12
24
35-6H
4
20.6/-22.4
24.5/-261
13
Im
23-SH
4
21_S/ -23.6
25.9/ -25.1
14
24
35-6N
4
20.6/-22.4
24.5/-26.1
15
33
35-5H W1
54"X21"X19"
TRANS. ABV.
4
20.2/ -22.0
ELEV "D"
24.m/ -26.3
16
35
36 -SH W1
54"X16"X9"
TRANS. ABV.
4
20.2/ -22.0
ELEV "E"
24.0/ -26.2
11
44
(2) 25-SH W1
HALF RND.
ABV.
4
19.8/ -21.6
ELEV "F="
23.5/ -25.1
15
35
(2) 26-SH
4
ELEV "G"
[23.0/ -26.0
15 D = 35 - 5H W1
54"X21"X19"
TRANS. ABV.
16 E = 36 - 5H W1
54"X169" "X
0 F- TRANS. AV. WIND LOAD CALCULATIONS
0 E HALF: RND ABV.
18
G= (2) 26-5H
BAKERS
CROSSING
LOT #121
PHASE #2
MODEL:
99 1 9 6 r - L99
F.S./B.C.
9 9 - 4"
WIND LOAD
CALCULATIONS
DATE: 8 /0'7 /0 3
SCALE: 1/4101'-01
SHEET
i C OF 5
W-��ARC�I P KITCHEN
aARC"Tml P FAMILY RMI
------------1
\ - - - - - - - - - - - -
OPT® ARCH OPENIN%,x
C
/----------�
m
ART NICHE
p .,ill l' FOYER
----------
OPT. COAT CLOSET c� FOYER
009
J OPT.ROUNDED CORNER BM.
40' - 0 II
12'-0" 2'-4" 11'-4" 14'-4"
5'-211 13'-101, 1-1'-511 31_411
�-j� 2
5A
25-SH
25-SH
EGRESS
mK
14)
I
I^
BDRM. 3
9' - 4" CLG-
(CARPET)
NI
c _
's
PATIO
x 0 -011
r --1
8065 S.G.D.
I
BDRM.#4
9'-4" CLG. _
(CARPET)
i
FAMILY
11 -4 I ROOM
g'-44" GLG.
(CARPET)
12
N
—�-------
141-211
m
w
1- BF.
11 V •
2 ' - 9 11
I _ i{ 11
- S H
,
8
HC.ACC.
"
5 '
42 "A.F.F.
L31 ,1 \
8' - I 1
- 8
_ Oil
BDRM.#2 —
BAT
OPT.
9'-4" GLG.
(TILE)
LAV.
v
(CARPET)
I
U
--
�4
TILE (LINE
OPT.
INSULATION
I
-
1R-1SH
OPT. I
I--------
-----�A(;�
ARCH OPEN ING
-
1�
I�
W.I.C.
N
I
N
OPT. �� � � I - I ^ �� z
FRENCH-' ��� C I tXI `" Ip I NOOK
DOORS -
(TILE)
I
KITCHENAL
I +-
_
(TILE)
OWNER'S M> �,co @ I I wl,—4'-0°—
I
SUITE O.BATH�, I I o 4I r OPT Y
g -4 GLG.
(CARPET) a)_ (TILE)
CLG Q 01 O L f5LAND J -'
cQ
o 14 42 "A.F.F. `f _
55"A.F F. z r
/IIloll ,� I C0 RANGE m L J
2 _ 1 /j 11 r7 I i{ 11 II
0
— — DINING
ROOM
—�
14'-4"
R/A A/C
5'-4"
-lot 4'-0
A
3'-011
(CARPET)
I1'-011
c4 N
m
I
r---ir ---i Q4
22' X-54T
I OPT. I I OPT. 1
ATTIC
'
ACCESS
W/ OPTIONAL
PULL DN. STAIRS
— - - -- - -
EO'
ART NICHE —
'00I
LIVING
`1'
GARAGE THIS WALL NOT goo
00
4-0 BF.
ROOM
S'-4" CLG. LOAD BRG. m
FOYER I
g'-4" CLG.
ELEV. F
00 g'-4" CLG.
I
LINE O C�CPf� TL).EV. D, E, F
CTI E)
I
LINE OF CLG. ELEV. D, 1=
13'-411 CLc-c.
Mt.
�I
ELEV. D, E, F
--
----------------
ENTRY =
H B
W/1'-0" �
VAULTED CLG ELEV. D, F ONLYTL
16'-0" X 1'-0" O.H.
SIDELIGHT
ELEVATION "D4E"
50 "X3(o "X30"
TRANS. ABV.
ELEVATION IF"
50 "X42 "X15"
TRANS. ABV.
ELEVATION "G"
54"X16"
TRANS. ABV.
2 1 - 0 " 1 ( I 11 1 = 0 11 2 1 - / all
2 1 - / 11 -11 - 7 11
A -0
201-011
40' -0"
ELEVATION I'D"
35-SH W/
54"X21 "X19"
TRANS. ABV.
ELEVATION "E"
36-SH W/
— 54"Xl�o"Xg"
TRANS. ABV.
ELEVATION "F"
(2) 25 -SH W/
HALF RND. ABV.
ELEVATION "G"
(2) 26-SH
(�--- -- ",---- - - - - - - - - - - - - - - - - -�I
_ MT. ------------------
ENTRY=
W/1'-0" � VAULTED CLG ELEV. D, F ONLY
SIDELIGHT`t
C_
(2)-25-SH
10'-5" W/1/2 ROUND ABV. 4'-4"
----------------------------------/
FLOOR PLAN
ELEV."F"ONLY
-------------------
cm 4"�1
LIVING
ROOM
(CARPET)
SIDELIGHT
ENTRY
211
4' - 511
Ar
4' - 1011
V
rox6
POST
(3) TYP.
-------------
ENTRY
EXTERIOR MASONRY
WALL BRG. HEIGHTS
13'-4" WALL BRG.
(2) 25-SH
10' - 5"
1 ,-oil
14' - ( ll
20'-2"
1200LAAM
.----------------------,
25-SH
I
B
I
I^
I
MEDIA RM
_
II
�
II
2'-411
'
I
I
I
�-- - - - -
OPT.
- - - - - - - - - - -
MEDIA
- - - - -
BROOM
SQ.F'T. CAILC.'S
LIVING
19ro7
SG2.
fit.
GARAGE
412
SQ.
F7.
ENTRY
22
SQ,
F-fi.
PATIO
54
SQ.
FT.
TOTAL. 2455 50. FT.
BAKERS
CROSSING
LOT #121 I
'HASE #2
99 MODEL:
99
1965—
F.S./B.C.
9 9 - 4"
FLOOR
PLAN
DATE: 8/07/03
SCALE: I/4' ■ I'-®'
SHEET
2 of 5
u
19'-9" BLDG. HGT.,L
FRONT ELEVATION
13-4" BRCx.
9'-4" BRIG.
]I -oil
c�
�4
0'-0" FIN. FLR. — — — — — — —
OFFRIDCGE
_ 12_ VENT
/j�
2' -011
TEXTURED _
FINI51-1
0'-0" FIN. FLR. — — — — — — — — — — — LEFT ELEVATION
TEXTURED
FINISH
RIGHT ELEVATION
ROOF VENTS PER 9-1 ED 55C
13' - 4" BRGc.
9'-4" BRCG.
I
—I 0'-0" FIN. FLR.
ROOF VENTS PER 131 ED 55C
BAKERS
CROSSING
LOT #121
PHASE #21
MODEL.
11,
F.�./B.C.
9 9 - 4"
ELEVATION
7) E7)
CTE: 8 /0'7 /0 3
SCALE: j/�'■�'-0'
SHEET
3 E OF 5
191
L
K
* CONNECTORS TO 5E SIMFSON U.N.O.
*TRUSS TO 5L1K META-1(a W/12-106XI 1/2
* TRUSS TO WOOD MT6-12 W114-I0oIXI 1/2
5
2X4 COLLAR TIE
EVERY OTHER RAFTER
2X RAFTER
2 -126 E VERY TRUSS /
i 1X6 NAILER
2X RIDGE
3-126 RAFTER
TO NAILER
IXS NAILER
OR 1/2" PLY. 2-126 EVERT' TRUSS
C ONV. FRAMING DETAIL/VALLEY
DBL. TOP PLATE
]KNEE WALL DETAILC ENTRY
14EADER SPAN G1 4ART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2X(o
DBL 2X8
DBL 2X10
DBL 2X12
UP TO 5'-4"
5'-4" TO 1'-0"
-1' -0" TO 10"-0"
10'-0" AND OVER
TWO STORY APPLICATION DOWN 5TA1RS
SIZE
CLEAR SPAN
DBL 2X&
DBL 2X8
DBL 2X10
DBL 2X12
UP TO 5'-0"
5'-0" TO 6'-4"
6'-4" TO 8"-0"
8'-0" AND OVER
4X4 POST=(2)2X4'8 NAILED WITH 12d 6"-8" O.C. STAGGERED
4X& POST=(3)2X4'5 NAILED WITH 12o1 (o"-8" O.C. STAGGERED
(�4 HIP DETAIL
BAKERS
CROSSING
LOT #121
PHASE #21
MODEL:
F.S./B.C.
9 - 4"
TRUSS PLAN
7) E"
ACCUSPAN
DATE: 8/07/03
SCALE: 1/41=1'-0'
SIAEET
4 E 0F 5
u
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
IIOV OUTLET
OUTLET
11fOY OUTLET
WIRED
D TO
SWITCH
EQUIPED WITH
6GF1
110V OUTLET
GROUND FAULT
INTERUPTER
b220V
OUTLET
EXTERIOR
GROUND FAULT
I
WATERPROOF
INTERUPTER
OUTLET
SWITCH
�3
SWITCH
3-WAY OPER.
�4
SWITCH
4-WAY OPER_
n
WALL
YMOUNTED
LIGHT
CEILING LIGHT
1
VAPOR PROOF
`OJVP
LIGHT
RECESSED
CAN
I CFM PER
VENT. FAN
5Q. FT.
VENT. FAN
I CFM PER
W/LIGHT
SQ. FT.
2' LIGHT STRIP
4' LIGHT STRIP
4' TRACK LIGHT
�—Z
FLOURECENT
RAP AROUND
L IGHT
2' FLOURECENT
— — — —
4' FLOURECENT
®
PANEL
METER
SMOKE
BATT. BACK-UP
O
W/ HARDWIRE
DETECTOR
INTER-
CONNECTED
PENDANT
LIGHT
TELEPHONE
®
JACK
WATER HEAT.
WH
DISCONNECT
AIR. COND.
A/C
DISCONNECT
TV
TELEVISION
JACK
CEILIM BOX
REQUIRED TO
CEILING
5E SUPPORTED
FAN/LIGHT
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
LIGHT
INTERCOM
SPEAKER
WP.
GF I
7
5A
1
u Gr- I I
db
BDRM. #4 I I FAMILY
ROOM
OPT. — y
� 'PRE -WIRE ;
ARE -WIRE I\ � I
' `,CLG. FAN
CLG. FAN
BDRM. 3 s p O III I r
PRE-WIREC
CLG. FAN G��J
/
I 3p
db
/
BATH
GF I-
® PRE - W If �� r
CLG. FANGS ;v
/ I o o
/ I
'---- ---BDRM2 W.I.C. NOOK
sYs.
01 I+= u
PRE-WIRE--
CLG. FAN -�
OWNER'S
SUITE r
/
yl
PANEL
�OND� WH. IN 44" A.F.F.
SAFETY PAN
WALL MOUNTED LIGHT
4 SWITCH IN ATTIC
METER
FEILD
VERIFY
LOCATION
GLG. OUTLET
I I
Xo)
1v Fo.,
L—�---J 1 Eo
/ NCO -- —-100 �—
KITCHEN I Q
P-
GFI _ - GFf -
DININ
ROOM
r OPT-' r OPT,
D. ' I I W.
II
00
�•�� /�
00 PRE -WIRE
0
/ CLG. FAN I J
OF
00
00
00
JL
/
WP. I
GFf ///
P5 FOR
CHIMES
----- - �'� ELEU"TRICAL PLAN
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
,wHOMEOWNER PRECONSTRUCTION MEETING
NOTE:
*ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARC FAULT.(NEC 210-12)
NOTE:
*20 AMP DEDICATED LAUNDRY CIRCUIT.
200 AMP
METER BASE 4
MAIN DISCONNECT COMBO
SQUARE D
UNDERGROUND
SERVICE 5Y
POWER CO.
LAY.
I
4/0 ALU. CABLE
METER
TYP. A/C
200 AMP DISG.
200 INSIDE
AMP.
MAIN PANEL 012 COPPER TO
DISC. LIGHTS 4 OUTLETS
010 COPPER TO WATER HEATER
#S COPPER TO RANGE
04 COPPER TO 5/8" GROUND ROD
ALSO SERVICE TO 5E BONDED TO FOOTING STEEL
ELECTRICAL RISER
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO.
3" V.T.lR_-,,11 KIT.
ij
um, NWW"lll 1000FUNW-1
ovi PT. PANTRY
TO MAIN
SEWER
u
MEDIA RM
I
�
PRE -WIRE (I
G�1•�\CLG. FAN (I
s.D. 1 J II I
I O I II I
I
l )
--------------------
0PT® MEDIA ROOM
1
BAKERS
CROSSING
MODEL:
DEL:
F.S./B.C.
99 — 499
ELECTRICAL
PLAN
DATE: 8/07/03
SCAT: 1/41011.01
SHEET OF 5
u
SP-4 16" O.C./EA. STUD 2X4 DBL 2X4 MID -WALL
TOP PLATE 2X4 MID -WALL. BLKG MIANCHOR E3OLTSNAT 3' O.C.
BLKG 2" ABV. GONC.
"X6" 010 W.W.M. /#5 REBAR SET IN 2000 I/2 X 9 A.B. 32 O.C. 2X4MID-WALL
1/2" X 9" A B 32" O.C.
�r PSI EPDXY 25" MIN. ABV. EMBEDMENT BL{<� �" EMBEDMENT 2X4 STUD 2X4 STUD
SLAB/ro" MIN. EMBEDMENT I(o" o.c. MAX, 1(" O.C. MAX. `4 io"X6" #10 W.W.M.
o� II°x(0" 010 W.W.M_ 2X4 P.T. SP-4 lro" O.G./EA. STUD
SP-4 l�" O.C./EA. STUD -� BT PLATE 2X4 P.T. BT PLATE 2X4 P.T. BT PLATE
G u-' 11
1-0 r(2) CONT. #5 REBARS 1'-411 tw
2-5S ON CHAIRS
} CONC. SLAB — CONC. SLABI'_S CONC. SLAB B
m
m 2 5's CONT. 4 _ 4 3 #5's CONT. Z?I,
42 S's CONT. Z20: I'-0" 4 -
U TYP. RETROFIT FOR ALL 1 0 _
TYP. WALL SECTION 1 OMITTED FOUNDATION DOWELS ``' WOOD FRAME FOOTING
SLK. SINGLE STORY
INTERIOR BEAiRING UJALL INTERIOR BEARING WALL INTERIOiR BEARING WALL/NO UPLIFT
1- STOR�1' 2 - STORY � 1- STORi�
3 1/2HEAD OF GARAGE 3 1/2" e HEAD OF GARAGE �--#5 DOWEL BAR(ONE SIDE /05 DOWEL BARS #5 DOWEL BARS
(VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) /� DIM VARIES 5/S" i DIM VARIES
9" ANCHOR BOLTS AT 3' O.C. 9" ANCHOR BOLTS AT 3'O.C. 1 5/S" CI B II 6"X6" 010 W.W.M. 15/S" CURE!, II ro"Xro" #10 W.W.M. CURB II 6"X6" #10 W.W.M.
ONLY IF UPLIFT ON WALL. MIN 6 EMBEDMENT \e
MIN (o" EMBEDMENT "X6" #10 W.W.M. EXTEND 1 1/2
m 6 "x6 " 010 W_W.M. 1� RE cE ss /2 " �o w II , II -» --
q - `q O 0 2-#5'5 ON CHAIRS (3-5'5 W/2-STORY)
4„ 00 61N
2-#5'S ON CHAIRS 1 -4
m SINGLE (3-5'6 W/2-STORY) CaL
all4" m 1 -S 3 #5'S ON CHAIRS STORY STORY
2 05'5 ON CHAIRS
1' = 8"
TWO
TI-IIGKEN EDC CARACE CURB STOP INSIDE FTC. AT GARAGE STEP-UP STORY TWO
STORY
INSIDE FTC. AT GARAGE STEP-UP 2-STORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB
1-STORY SEARING WALL DOOR RECESS 8 �A
CONG. SLAB OVER CLEAN,
(3) # 5 RODS EA_ WAY ON all OL COMPACT TERMITE TREATED GMU .� L, 6 MIL. VIS. VAPOR
CHAIRS (MIN. 3" COVER) _ TOP CORD BLOCKING AT 4'
4(0 (0 #10 W.W.M. O.C. MAX_ IN FIRST 2 FRAMING
GARAGE SLAB SPACES AT EACH END.
CO GRADE m SLIDING DOOR TRACK m
SLOPE CONC. _ RAFTER OR TRUSS
_� ROOF SHEATHING LAYOUT ROOF SHEATHING
2'_0 TO FRONTCl/4"-1/2"� CURB WALL 8" CONC. DRIVEWAY o 0 o AND ENDWALL BRACING _n
1 1/2"
g v2" BGARAGE 3 #5's CONT. FOR GABLE END FRAMING
1 -8 3" MIN. COVER z
24"X24" EXT. PAD SLAB AT SL_ GLASS POOR GARAGE DOOR Q
1�
:3V V �� OPENING j 2-STORY FOOTINCs 5UILDING LENGTH
13
#8d GUN NAILS e4" O.C. #8d GUN NAILS
II II II TOP 4 BOTTOM EDGES 6" O.C. IN FIELD
II II �
POURED LENTIL TO BE II II
o'. CONT. (TYP) #5 REBAR II II II OUTSIDE BAR
v:6tu
J A � �
2X WALL FRAMING II II p CONTINUOUS Q a
(3) 1/2 "XV ANCHORBOLTS711_11z U1 z z O
8" Cl`IU FILLED or (3) 1/2"X8" J-BOLTS — — _ z
CELL (TYP.) MIN_ 6" EMBEDMENT — — — — @ 0-1
W/ 2 "X2 "X1/8 WASHER AND AL 00 O @
EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP � TYP. EXTERIOR SHEATHING
BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP. REBAR LAP # �4 ATTACHMENT FOR ROOF SHEATHING
IN JOINTS PRIOR TO FILLING. CORNERS @ NOTE -
POUR
ANCHOR IN SOLID] '
POUR ACCEPTABLE RETROFIT) 2-#5's REBAR e 1 STORY WHEN GLUED TO ROOF MEMBER
3-#5'S REBAR 2 STORY INOMAI�N"-8" EDGES 4 10"-12" IN FEILD
TYP. EXTERIOR SHEATHING ATTACHMENT
' POURED LENTIL FOR SHEAR AND UPLIFT
CONT. (TYP) (O.S.B. TO BE STRUCTURAL GRADE)
v:d .
ATE To
TUD
GROUTED -CAST N SIDES: CONNECTORS
NOT RREQUIRED L EXCEPTAT OPENINGS
NINGSE
BOND )SEAM z PRE DR 2Xro GARAGE DOOR BUCK W/ PE G
TIE TO HORZ. BARS I ,�' ; (3) 1/2"XV ANCHOR BOLTS
O �0A or (3) 1/2"X5" J-BOLTS
0" MIN. EMBEDMENT 6" EMBEDMENT MIN.
W/ 2 "X2 "X1/8 WASHER AND U 8" GMU FILLED NUT SPACED EVENLY FROM #
HORZ. REINFORCING VERT_ REINF. CELL (TYP.) 8d GUN NAILS e
(o" HOOK - FLOOR TO GARAGE DOOR HDR.
IN GROUTED IN JOINTS PRIOR TO FILLING. 12" O.G. fN FIELD
CELL ' '
1-2X(o PT BLOCK a CENTER OF Q
DOOR HEADER WIN) Q LU '
(1) 1/2 "X8" ANCHOR BOLTS z U
N CL.EANOUT REQ'D or (1) 1/2"XS" J-BOLTS z ,
,a •. FOR GROUT LIFT 6" EMBEDMENT -
- 5 FT. UNLESS W/ 2"X2"X1/5 WASHER AND NUT �4
HORz. REINFORCING z w- FOOTING DWL IS @
�" HOOK Y } NOT REQ'D. TYP. FLOOR DECKING
NORIzONTAL/VERTICAL REINFORCING c� O ATTACHMENT TO FLOOR JOIST
EA. SHEET TO BE GLUED AT ALL
EXPOSED JOIST
BAKERS
CROSSING
LOT #121
PHASE #2
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 8/01/03
SCALE: 1/41=1'-0'
SHEET
D 1 OF 4
u
2X4 SUB -BAND Q HURRICANE STRAPS
CHASE GROVES,wAVERLEE WOODS 2X4 SUB=BAND � 2X4 SUB -BAND �
FEILD STREAM CHASE GROVES,WAVERLEE wooDS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING
FEILD STREAM FOR CONNECTOR) FEILD STREAM
2X6 SUB -BAND FIRST TWO BAYS
2X6 SUB -BAND a 2X6 SUB -BAND " METAL LATH
LAKE KENOE,CYPRESS HEAD 4 -m O.C. MAX
ALOMA WOODS LAKE KEHOE,CYPRES& HEAD LAKE KEHOE,GYPRESS HEAD
ALOMA WOODS —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -i/16" OSB OR 1/0" TEXTURED
ASPHALTS # SHINGLES. METAL DRIP EDGE �- -1/16" 065 SHEATHING 1/2" PLYWOOD 15# FINISH
ELT
-i/16" OSB. SHEATHING R-19 INSULATION FIBERGLASS SHINGLES _ R-19 INSULATION OR
OR 1/2" PLY. ON #15 FELT OVER 1/16 OSB. SHEATHING 3/4" T 4 G PLYWOOD 2X4(CONTJ HURRICANE STRAPS METAL DRIP TOGE SEE TRUSS ENG. ROOF TRUSSES a TO BE GLUED
(SEE TRUSS PLAN 1/2" CLG. BOARD 4 TEXT. FOR PROPER 2 4 " O.C. 4 NAILED
FOR CONNECTOR)
2X4 DOUBLE PLATE CTYPJ 2X4 SPF STIFFBAGK AT BRACING HETA-16
O (1 5 CANT. LL UPRIGHTS OVER 4'-10"
METAL DRIP EDGE
ALUM. FINISHED VENTED SOFFIT LINT EES RAP
1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS
ALUM. FINISHED VENTED SOFFIT ° ° 1/2u ALUM. WINDOW CLG BOARD 4 TEXT. 1/0' TEXTURED FINISH
8 LINTEL BLOCK FILLED 1/2 DRYWALL OVER 15 FELT OVER R-19 INSULATION
SEE FLRJELEV FOR DES. WOOD BASE (TYPJ 1/16" O.S.B. SHEATHING CMU'S TEXTURED
-1/0"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD FINISH
PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAILED OR I/2" PLY. �
ALUM. WINDOW 1/16" OSB SHEATHING OR 1/2" PLY.
SEE FLRJELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4"
FROM 2�d FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE
PRE -CAST SILL 2X4 RE -FROM 2 IENT R. LINE SEE FRAME PLANS TO DBL TOP PLATE W/ I/2" GLG. BOARD 4 TEXT. TUJO 5T0�
1/2" DRYWALL FOR J015T TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.)
2X4 NAILER (CONT.) OR MSTA-24 24" O.G. MAX SEE TRRU&SPAN
8" CMU
R-4.2 INSULATION O (i�'S CANT. FOR HDR SIZ
1X2 P.T. FURRING STRIPS FLR JS�TTp1 BLK °' 1X2 FURRING STRIPS ALUM. WINDOW BAND TA I
TEXTURED FINISH I/4° WOOD BASE S" LINTEL BLOCK FILLED 1/2" DRYWALL SEE FLRJELEV FOR DES. SILL
-1/16" OSB SHEATHING WOOD BASE (TYPJ
PRE -CAST LINTEL OR 1/2" PLY. UNDER
FELT BARRIER
PRE -FAB TRUSS
Q ALUM. WINDOW FLOOR SILL FL
FLOOR TRUSS 1/2' CLG. BOARD 4 TEXT.
6"X6" #lm W.W.M.SEE FLRJELEV FOR DES. SEE FRAME PLANS
OR FIBER MESH FOR JOIST TYPE SP-4 32" O.C. '� 5TUD—/ 2X4 D�3L. TOP PLATE
o REINFORCEMENT PRE -CAST SILL CONC. SLAB OVER CLEAN, HETA-16"a 32" o. C. MAX 1/2" CLG. BOARD 4 TEXT .. 1/2° DRYWALL
COMPACT,TERMITE TREATED O (I)S CONT.
z w z SOIL OVER 6 MIL VIS. VAPOR " 2X4 WOOD STUDS
Q 0 1'-4° 2 #5 CONE. 8 CMU BARRIER,W/6X6 #10 WWM S LINTEL( ILLEDK iX2 FURRING STRIPS 2X4 CONT. STRESS so z al(o" O.C.
U mU TEXTURED FINISH 1/4" BLOCKING MID-WALLWOOD BASE (TYPJ PRE -CAST LINTEL ° ° 1/2" DRYWALL
2X4 PT. PLATE
5P- 4 32 " O.C. STUD 1/2 "XS" A.B. 32 " O.C.
4 ALUM. WINDOW
z tL� T'T-P. WALL "ACTION SEE FLRJELEV FOR DES. (I.UI-f�N UPLIFT) 6" EMBEDMENT
SILL
O O WOOD BASE (TYPJ CONC. SLAB z
1-STORE 6"X6" 010 W.W.M. PRE -CAST SELL GONG. SLAB 4 4 ,
M Z 3 #5'5 CANT REINFORCEMENT 2 #5 5 CANT. _
} F } 1'-8" S" CMU 6 MIL VIS 1 -4 m
m O 1- STOR'i"
VAPOR BARRIER
INTERIOR B
TEXTURED FINISH 1/4° ,4fN WALL
ASPHALT SHINGLES OVER T"rP. WALL SECTION NOTE: FOR WALLS W/FLOOR LOAD ONLY
#15 FELT ON 1/16" O.S.B. w c0 EDO NOT INSTALL CONNECTORS.
SHEATHING OR I/2" PLY 2 "X4" BLOCKING � LZ
FIRST TWO BAY& 2 - STORE Z
_ 4'-0" O.C. MAX 6"X6" #Im W.W.M. 2X4 DBL TOP PLATE
METAL DRIP EDGE —
2X4 SUB -BAND a — O O REINFORClMEMENT
CHASE GROVE S,WAVE FLEE WOODS SEE TRU55 ENG.
FEILD STREAM ROOF FRAMING W/ CONNECTORS Z (�
2X/o SUB -BAND a FOR PROPER
� }
(SEE TRUSS PLAN) z
LAKE KEHOE,CYPRES& HEAD BRACING N > T} O (3) #5's CONT.
ALOMAOOD
ROOF TRUSSES a DBL. TOP PLATE U m i/2" DRY WALL
WRAPPED/ALUM FINISHED FASCIA 2 4 " D.C.
ENG. GABLE TRUSS R-19 INSULATION CRIPPLE &TUDS FIRST FLOOR BL OCiG
2X4 SPF STIFFBAGK AT
SECOND FLOOR FRA1'" IE -1/16" O.S.
ALL UPRIGHTS OVER 4'-1011 2X4 16" O.C. MAX
(SEE TRUSS ENG. FOR SIZE)
-I/S" TEXTURED FINISH HEADER (SEE PLANS)
OVER 15# FELT OVER 1/2" CLG, BDARD 4 TEXT. PRE -FA5 TRUSS 2X4 PT.
2 X4 NAILER CONT, 1/2 GLG. BOARD 4 TEXT. TEXTURED FINISH
-1/16" O.S.B. SHEATHING I. �� �� BT. PLATE
OR 1/2" PLY. C2) LAYERS �1/16 5P-4 32" O.C. STUD 2X4 DE3L. TOP PLATE ON GALV'D. METALL -,/5 I/2 X 9 A.B W/
O.S.B.SECURE EA, LAYER LATH OVER tYVEiG ri, MIN. 6 EMBEDMENT
1/2" DRYWALL OF #15 FELT 2 DIA. WASHER
2x4 P.T. PLATE w/ ° W/2 8d,s 8"-12" O.C. -s NOR. STUp(S)/JACK(S) '° 32" O.C. MAX
1/2 "X9" ANCHOR BOLTS MAX.
2X4 WOOD 5TUD5 #5 REBAR CONT.
MIN. 6" EMBEDMENT 1/2" X 9" A.B OR J-BOLT LSTA 12 FULL LENGTH &TUD(S)/ 2X4 CONT. STRESS I(o" O,C
STUD TO HDR.
/2' p T 32 O. C. a 32" O.G.MAX KING STUD(S) SP-4 BLOCKING MID-WALL3-..;y
SECURE TRUSS TO 2X6 w/
126 a 6"-8" TOP 4 BOTTOM) 3/4" T 4G SUBFLOOR
CONC. FILLED LINTEL
PLYWOOD TO TRUSS NAILING 4" O. C. EDGE BLK. REINF. WITH C1�'S ROD CLUI=D NAILED
a I
;:;'•�
6" O. C. a IN FEILD
S CMU FLR. JST. SIZE SEE FRAME PLAN ,':.1•i
I 4
TEXTURE FINISH
1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4'
R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1 I/2" GLG. BOARD 4 TEXT.
1/2" DRYWALL _ _ _ _ _ _ _ _ _ _ _ _ _ MSTA 3�LIR "5T CD. 2X4 DBL_ TOP PLATE1,000D FR,41„« T O BL.K.
_ I T I — 1/2 DRYWALL
2X4 WOOD STUDS
2X4 CONT. STRESS �1�" O.C.
wooD BASE I I I I I I BLOCKING MID -WALL
I II II I
I I I I I I 2X4 PT. PLATE
Lu �� I I I I I NAIL PER SCHEDULE/ SP-4 32" O.G. @ STUD 1/2 "X9" A.5. 32" O.C.
� p � - I I I I I BOLT PER FND. PLAN MIN. 6" EMBEDMENT �
6 "X6" #10 w wM CONC. SLAB Z p 2X8 RIDGE �
0 o OR FIBER MESH 4" 4" " 2X4 COLLAR TIE } O
REINFORCEMENT T`rP EXTl=R'IOI"' OP�NINC� IN FRA IF= 3 5 CANT. _ o
1'-8" m EVERY OTHER RAFTER
w z } 41y 2X6 RAFTE 0
>L
H o mu } 2 #5 CONT. u-
U
cn
T"I'P. WALL 13ECTION
2 - 0TOrq< [ 2-12d EVERY TRUSS INTERIOR 5EARINC3 WALL 1X6 3-12d RAFTE NAILER 3-12d TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
i/16" O.S.B. IXS NAILER
j � ORI/2" PLY. 2-12d EVERY TRUSS
BLK. 1-5T'OR"I' (C-:;,45LE) MINIMIUI l WALL AND I4 AD R CONY. FfRA1„f iN� DETAIL=/VAL= ,
STUD R.E QU I RF1 *IENT&
w
MAXIMUM HEADER SPAN (Pt.)
UP TO
5'-oll TO
8'-0'
4'-II 1/2'
7'-11 1/2"
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT 5TUD5
2
AT EACH END OF HEADER
I
3
BAKERS
CROSSING
LOT #121
PHASE #2
MONOLITHIC
BLOCK
DETAILS &
NOTES
DATE: 8/01/03
SCALE: 11/41s i'-®'
SHEET
D 2 OF 4
# IOOO UFL IFS"
SIMPSOM MT6-12
W/-1 10d TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
# 2000 Uf=L IFT
(2)5IMP50M MT5-12
ONE EA. SIDE OF TRL
OPPOSITE 51DE OF E
W/1 106 TO TRUSS
AND (2 )1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
-RU5S
FINISH m LANDING
1211Z
P.
�4
5 BOND SEAM
fifRUSS ANC1 40R DETAIL -RETROFIT
9" MIN.
LESS THAN 10"
REQUIRES
1' NOSING
D5L 2XI2 -
FLOOR J015T
3/4' PLYWOOD
WITH 4 160
COMMONS NAILED
THRU 3/4' PLYWOOD
INTO EACH STRINGER
NOTE:
STAIRS RISERS TO CONFORM
TO FBC 2001
2R+IT=24'-25'
3/16' MAX. VARIATION IN R15ER5/TREAD5
ADJACENT TO EACH OTHER
3/8' MAX. VARIATION IN ANY R15ER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT
GRASPAB 1 L ITY
WINDERS- MIN. 6" WIDE sw NARROW END
MIN. 11' WIDTH m 12" FROM NARROW END
34" MIN. HANDRAIL HGT.
3/4' PLYWOOD
2XI2 TREAD
CUT TO FIT
- IX8 RISER
LESS THAN 4" TYP.� 11
BETWEEN SPINDLES
1>0 T P OF BOX
DBL.
TOP PLATE SP4 OR H-5 TOP PLATE TO STUDS
2X4 STUD 2'-0' ABV. 10'-0' LEVEL TO ROOF
OR 2'-0' ASV. HIGHEST RIDGE WITHIN 2'-0'
l/Ib" OR I5/32' 0.5z. '
W/1/8' TEXTURED cv 10'-0°
FINISHED OVER
CsALVINl2p METAL� — — — — — — — —
PAPER RACK LATH — — — — — — — —
FRAMED CRICKET
SIMPSON H-5 (MIN.)
is 2X4 TO TRUSS
HANG
1/2' C
1X
1" NOSING TYP.
m �
r
STAIF, SECTION IDTAILS
PRE. ENG. TRUSS —7 1 11 C H I� I N I- - IDE T A I L 5
SIMPSON W-r2 2X4 ETM. PLATE � I I I I�� a 2X4 TO TRUSS (MIN.)
SECT TON
PRE. ENra. TRLS
IX2 PT.TOP OF
DBL. TOP PLA
l/16' OR 15/32'
W/1/8' TEXTURE
FINISHED OVER
GALVINIZEQ ME
PAPER 5ACKI.
CRICKET
2'-5-1/2"
FLAN VIEW
FROM TRUSS
DBL. PLATES ABV.
3ro" MIN. FINISH
STAI UJINIDFRI [DETAIL
ASPHALT SHINGLES OVER
" 15 FELT ON 7/16' O.S.B. —
(2) 2X4 02 ND SYP DIAGONAIL BRACE /
W/ 3-12d g EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSE5 f/
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) IOd NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
1/16' 055 SHEATHING
USE Sd NAILS AT
4' o.c. EDGE 4 6' o-c. FIELD
2X(o PT. PLATE BOLT W/ 1/2"X9 A.B.
(W/ 2' DIA. WASHERS) im 32' O.C. MAX. 1/2' CLG. BOARD
COMMON
TRUSS 24' o.c.
NAIL CONT. RAT RUN TO
INSULATION
TRUSS W/ (2) 12d 9 EA. TRUSS
R-19 MIN.
1-05 REBAR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRACE.
0'-0' TO 30'-0" (1) 'X' BRACE
30'-1" TO (oO'-O' (3) 'X' BRAGE
(I 'X' BRACE m CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
G-4,45LE ENID CROSe BRACING I =
STORY
2X4 SECURE TO 2X4 SLID W/2-12d
_ SECURE TQ BLK W/ META-Ib
2X4X�4' SECURE TO TRUSS W/ 3-12d
b'-a' OL. MAX TYP.
JIL
2X4 BLK SECURE THRU TRUSS W/3-12do
" R ENCs'D TRUSS 24' O.C. MAX
1-0"
2'-0"
21 _0" EXT) NeION 0 OFT eERVICE DR -
N.tS-
METAL LATH
1/16" OSB OR TEXTURED
1/2" PLYWOOD FINISH
W/ 1511 FELT
2X6 (CONT.)
2X4 (CONT.)
SIMPSON EXPANSION
HETA-16 JOINT
CMU'S
TEXTURED
FINISH
TWO 5TOR''
(2) 2X4 *2 ND SYP DIAGONAIL BRACE—
W/ 3-12d c EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING FIRST 2 HAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
7/16" OSB SHEATHING
USE Sd NAILS AT
4" o.c- EDGE 4 6" o.c. FIELD
2X4 W/ 3/8' X 5
LAG OR SIMPSON HTC-4 ® 32' O.C. MAX.
SHEATHING NAILING TO BE
b'-W O.G. IN FIELD
4' O.c.aALL EDGES Wool NAILS
-I/16" OSB OR
1/2" PLYWOOD
W/ 15" FELT
2X6 (CONT.)
2X FLOOR JOIST
2X4 (CONT.)
2" MIN.
OVERLAP
CAULK
SIMP60N
HETA-16
CMU'S
TEXTURED
. FINISH
TWO
STORY
FIRST FLOOR BLOCK
SECOND FLOOR FRAMING
ASPHALT SHINGLES OVER
m 15 FELT ON 1/Iro' O.S.H. —
/2' CLG. BOARD TRUSS 24' o c.
BAIL CONT. RAT RUN TO INSULATION
tRU65 W/ (2) 12d -0 EA. TRUSS R-19 MIN.
?X4 SYP RAT ADJACENT
I"O DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD Ib' O.C. MAX.
2X4 BTM. PLATE
iUi3-FLOOR
VAILED
HETA-16' FLR JST TO BLK� �_FLR TRU56
��fl
1-45 REBAR CONT.
0'-0' TO 30'-0" (1) 'X' BRACE
30'-1' TO roO'-0" (3) 'X' BRACE
(I 'X' BRACE -w CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
,45LE ENED GR055 R GINS 2-STORY
BAKERS
CROSSING
LOT #121
PHASE #21
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 8/01/03
SCALE: 1/41811-®f
SHEET
L
2 X 4 (MIN 2 X 3) 1-3/1ro TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300
2 X 4:
MIN EMBEDMENT 1 1/49
SECURE TO BLOCK
8' FROM EACH END AND IS'
W/3/16' TAPCONS OR DRIVE
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
O.G. MAX. MIN 1-1/4' EMBEDMENT
PIN (MIN SHANK SIZE.145
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE 300
MIN HEAD SIZE 300
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
MIN EMBEDMENT 1 1/49
MIN EMBEDMENT 1 1/49
OR DRIVE PIN (MIN SHANK SIZE.145
WITHIN 8' OF EACH END 4
8' FROM EACH END AND IV
PRECAST HEAPER(MIN)
MIN HEAD SIZE 300
18" O.C. MAX. SPACING.
O.G. MAX. MIN 1-1/4" EMBEDMENT
MIN EMBEDMENT 1 1/4')
S" FROM EACH END AND IS"
2 X 6:
SECURE TO BLOCK
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
O.G. MAX. MIN 1-1/4' EMBEDMENT
W/2-3/16' TAPCONS OR DRIVE
OR DRIVE PIN (MIN SHANK 51ZE.145
LESS THAN
l=XISTING BLK ABV.
PIN (MIN SHANK SIZE.145
3 MIN HEAD SIZE 00
16" HIEGHT.
2 X S (MIN 2 X 3) 2-3/16 TAPGON
1/4' TEXTURED FIN15H
MIN HEAD SIRE .300
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK SIZE.145
MIN EMBEDMENT 1 1/4')
S" FROM EACH END AND IS'
MIN HEAD SIZE 300
7/5' TEXTURED FINISH
WITHIN 8' OF EACH END #
O.G. MAX. MIN 1-1/4' EMBEDMENT
MIN EMBEDMENT 1 1/4")
7/16' OSB SHEATHING
IS° O.G. MAX. SPACING.
8' FROM EACH END AND 15'
2 X 4 I6' O.C. MAX.(WHEN OVER 16" IN HIEGHT.)
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 4 (WHEN OVER 16" IN HIEGHT.)
2 X 8:
OR DRIVE PIN (MIN SHANK SIZE.145
1/16' OSB SHEATHING
2 X SOLID BLK'G m ARCH
SECURE TO BLOCK
1/2' DRYWALL
MIN HEAD 51ZE 300
I/4 TEMPERED MA50NITE
'
SECURE W/2-12d EACH END
W/2-3/16' TAPCONS OR DRIVE 8' GMU -
1'X4" OR 1'X2' P.T. NAILER
MIN EMBEDMENT 1 1/4"J
2X4 BLOCKS
GLUE NAIL W/Sd'S S'-12' O.G.
ATTACHMENT PER MANUFACTOR'5 5PEC'5.
PIN (MIN SHANK SIZE.145
8' FROM EACH END AND 18'
WALL
MTL WDW FRAME
- -
DOOR CASINGCMU
O.C. MAX. MIN I-I/4 EMB1=pMENT
MIN EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END 4
NOTE:
NOTE: NO GAP m WpW FRAME
18' O.C. MAX. SPACING. DOORJAMB
SHIM AS NEEDED
TO PLUMB JAMB
II I I I
A�G � IJ A D D T A I� 1 A I �l D U I �l � �_
AND
TO EXCEED 1/4'
ATTACH TO 2 X DO NOT EXEGED 1/4'.
PER MANUFACTOR'S DETAILS.
CLIJ f U UU
JAMS TO
5LOC< 1=1/2 " +
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145 ,4
PRECAST HEADER(MIN)
MIN HEAD SIZE 300
DBL. TOP PLATE
MIN EMBEDMENT 11/4')
/8' TEXTURED FINISH
8' FROM EACH END AND IS'
MORE THAN
SECURE 2 X RIP TO FIT
�/16' 05B SHEATHING
IX4 P.T. OR 5/4' X 4' MIN.
O.G. MAX. MIN 1-1/4' EMBEDMENT
W12-12dS 6'-8' O.C. MAX.
SECURE THUR FRAME AND
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
IV HIEGHT.
2 X 4 16' O.G. MAX.(WHEN OVER 16' IN HIEGHT.)
EXTEND 1-1/4" INTO BLOCK
W/3/16' TAPCONS OR DRIVE
OR DRIVE PIN (MIN SHANK SIZE.145
PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE 300
2 X 4 (WHEN OVER 16" IN HIEGHT.)
MIN HEAD SIZE 300
MIN EMBEDMENT I I/4')
2 X SOLID BLK'G ARCH
MIN EMBEDMENT 1 1/4') S CMU -
�-- I/2" DRYWALL
a' FROM EACH END AND 18'
SECURE W/2-12d EACH END
REFER TO MANUFACTURING
I'X4' OR I'X2' P.T. NAILER
O.C. MAX. MIN 1-1/4' EMBEDMENT
-1/16" 055 SHEATHING -
ATTACHMENT PER MANUFACTOR'S SPEC'S.
DETAILS FOR SPACING.
- DOOR CASING
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16" O.C. MAX.(WHEN OVER 16' IN HIEGHT.)
MTL WDW FRAME
OR DRIVE PIN (MIN SHANK SIZE.145
2X4 BLOCKS
'NOTE: NO GAP g WDW FRAME
NOTE`
SHIM AS NEEDED
MIN HEAD SIZE .300
�- GMU WALL
TO EXCEED 1/4'
DOOR JAMB
TO PLUMB JAMB
MIN EMBEDMENT 1 1/4')
DO NOT EXEGED 1/4'.
5'FROM EACH END AND 18'
O.C. MAX. MIN 1- 1/4' EMBEDMENT
A C H W A�
I
[DETAIL C U$ x�/\t W A T
�
D O C fR J A 5 TO
5 L O C'� 3/4 OR 5 /4
NAILING S(DHEEDUILE ALL NOTES IN REFERENCE
IWOFDIAPHR4M
TO FLORIUA BUILC>ING
USE'I/16' O.O.E. OR I/2' PLY WITH 10 GUN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGES AND 06 GUN NAILS AT 6' OZ. AT
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL.
G
CD O C 2001
ROOF 6HEATHMG TO GABLE END FRAME
USE -8 GUN NAILS • 41 O.C.
SITE: PLAN NOTES
EXTERIOR 6HEATHMG
UBE 1/16' O.SB. OR 1/2' PLY WITH 'S GUN NAILS AT 6' OG. AT
PANEL SIDES AND '8 GUN NAILS 4' OZ. TOP 4 BOTTOM
PANEL AND 'a GUN NAILS AT VOL. AT
MTER'EPIATE SUPPORT6. ALSO SEE DETAIL.
I) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 16' ABOVE
NOTE: GUN NAILS SHALL BE PERMITTED AS AN
CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION
NAIL REQUIREMENTS
ABV• 1OB' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
OF FINISH FI_nnR gl AR IIIITU Ale:NCn ANn 4C Al >=n QI1 =Y
SIZE
HEAD
LENGHT
DIA.
TENSIL STR
3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODE$, REGULATIONS
AND RESTRICTIONS HAVING JURISDICTION.
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY.
Od
IR:OUNO)"101DIFIED
OR T
1 115'
.113
110,000
10d
2 1/8'
128
110000
5/ LANL25CAMINCs, IM�,IaATION, BERNfING, ETC. SHALL CONFORM TO LOCAL
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND
STAPLE,NAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER
GENERAL NOTES (p) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 16 TO BE
I. DESIGN AND LOADING PERMITTED SEPARATELY BY ENGINEERED SHOP DRAUING5.
A. ALLOWABLE UNIT STRESS AND DFOR
CRITERIA: PLUMBING NOTE S
FOR
I. BUILDING CODE REQUIRMENTS REINFORCED CONCRETE ACI 318
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) U SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
4. WIND IMPORTANCE FACTOR (U AS APPROVED BY THE BUILDING OFFICIAL.
5. WIND EXPOSURE 'S'
DBL. TOP PLATE
6. INTERNAL PRESSURE CO -EFFICIENT +IS THRU -18 2) WATER LINES SHALL BE CPvC.
DBL. TOP PLATE
DBL. TOP PLATE
2. 501E 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
A NET ALLOWABLE 601E BEARING PRESSURE USED IN DESIGN 2000 PSI FOR
CONTINUOUS WALL FOOTINGS. (SCHEDULE 40), INSULATED WITH I/2' AMAFLEX.
DBE. TOP PLATE
3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
5) SHOWER HEADS To HAVE FLOW CONTROL DEVICE TO GIVE
SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301.
MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500
2X4 16' O.G. MAX.
Ir
PSI IN 28 DAYS 6) HOSE 5I56 TO BE PROVIDED WITH BACKFLOW PREVENTER
C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 611, GRADE 40
4. DESIGN LOADS 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
2X4 16' O.G. MAX.
A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
ROOF LIVE LOADS OF 20 P5F 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
SECURE 2X4
A. ALL 67RUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SPF.
TO WOOD W/2-12d g
(ALL LUMBER EXPOSED TO WEATHER OR AGAINST BOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
SHALL BE F-RE65URE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
STAGGERED
SECURE 2X4
TO WOOD W/2-12d s
SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.
6 A PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES of 'AS -BUILT'
FLORIDA BUILDING CODE 2001 RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
BT. PLATE
6"-8' O.C. STAGGERED
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 10) ALL CLEANOUTS FLUSH WITH GRADE.
KT
PRIOR TO FABRICATION.
BT. PLATE
1• GARAGE DOOR 11) NO VENT 5TAGK5 SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
SECURE 2X4 W/2-3/16' TAPGONS
A. ENGINEERED FOR 120 MPH WIND 63 SEC, GUST. RIDGES.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
OR DRIVE PIN (MIN SHANK SIZE.145
12) SIZE AND LOCATION OF GLEANOUTb SHALL CONFORM TO FLORIDA
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER PLUMBING CODE CURRENT EDITION.
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4)
1*10 141RG WAA�
SECURE 2X4 W/2-3/1(o' TAPCONS
5. ASPHALT SHINGLES
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE
OR DRIVE PIN (MIN SHANK 5[ZE.145
B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 2001.
WITHIN 8' OF EACH END NOT TO
EXCEED IS' O.C.MAX. 2X4 SOLID BLOCKING
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
FOUNQATION NOTES 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
SECURE TO SHEATHING W/
WITHIN 8' OF EACH END NOT TO
I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE
MIN. 2-12d PER BLK. EA. END 1/2' PLYWOOD
EXCEED 18" O.C-MAX.
PRE55URE. BLOCK NOTES
OR 1/16' O.S.B.
2X4 50LID BLOCKING
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND
SECURE TO SHEATHING W/ I/2" PLYWOOD
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED I. CONCRETE MA50NRY UNITS $HALL BE HOLLOW CORE OR SOLID UNIT
MASONARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL
MIN. 2-12d PER BLK. EA. END OR I/16' 0.5.8.
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR HAVE A NET AREA COMMPRESSIVE STRENGTT OF 1900 PSI.
3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM MORTAR
X T F I O� A C H UU A� W/lJ I N D O W
AGGREGATE 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH A5TM C210.
METAL ACCESSORIES
I JOINT REINFORCEMENT,
ANCHORS AND TIES SHALL CONFORM TO THE
4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR
\ i I I
�c T I 0 A C H I N
A
FOLLOWING:
BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED 501L. A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
// �\ IJWI
5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT B- A6TMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. C. A6TM A366 FOR SHEET METAL ANCHORS AND TIES.
ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
HORIZ. 5AR5 AND LAP VERTICAL BARS TO DOWELS MIN. 25". DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS OF ASTM A90.
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/Vx8" W/ 2'x2'xl/8' MASONRY WORK, GENERAL:
AT 3' O.C. STARTING AT 8' OFF EACH CORNER 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
7. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 FULL. WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY
MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
ROOF LIVE LOAD: 20 PSF 2. BED AND HEAD JOINTS SHALL BE 3/5' THICK
WIND LOA05: IN ACCORDANCE W/FLORIPA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
PER WIND MAP. WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL
8. FOOTING REINFORCING SHALL BE 2-"5 REBARS 1-STORY, JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
311-5 REBAR 2-8TORY. OUTER BAR MUST BE CONTINUOUS AROUND SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C.
CORNERS. USE CORNER BARS OR BEND REBAR LAP A REINFORCING STEEL, GENERAL:
MINIMUM OF 25. 1. REINFORCING STEEL SHALL BE NO. 5 BARS.
2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED.
S. ALL FOOTINGS ELEVATION MUST 12'
BE BELOW 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. 6r
4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED C
FINISH GRADE
IN ACCORDANCE WITH ASTM A615, A616, A611, OR A106.
10. FINISH SLAB TO BE 8' ABV. FINISH GRADE
BAKERS
CROSSING
LOT #121
PHASE #2
IMONOLITHIC
BLOCK
L
TAILS
OTES
DATE: 8/01/03
SCALE: 1/4'=I'-®'
SHEET
4 or A