HomeMy WebLinkAbout329 Lusitano Way 03-2651 New SFH- --_i
PERMIT ADDRESS �C
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
D R Horton
6250 Hazeltine Nat'l Dr #102
Orlando, FL 32822
(407)857-9101 __..
CBC 055300
ELECTRICAL CONTRACTOR 1�,p C-
o p.� �
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
:D•
PERMIT .CS1 L--P,,4DATE
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE Mj�
►t,
d
d
r�
cn
cn
I
01
R
w
DESIGN CRITERIA:
• FLORIDA BUILDING CODE (FBC)
'*OCCUPANCY- RESIDENTIAL - GROUP R
• CONSTRUCTIOPd TYPE — vi
2001
• 1-STORY REST-DENCE: BLDG HGT 10'-8"
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 REQUIREMENrTS FOR REINFORCED CONCRETE ACI 318
B. FLORIDA BUILDING CODE (FB(C) 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 REGIOIN, INTERIOR PARTITIONS PSF
PERPENDICULAR TO WALL FACE
(DETERMINATION OF WIND FORCES AS PER. FBC, SECTION 1606.1)
B. STRUCTUAL LOADS
FLOORS @ SLEEPING AREA 30PSF LIVE 1OPSF DEAD
FLOORS @ NON —SLEEPING AREA-40PSF LIVE 10PSF DEAD
BALCONIES-40PSF LIVE 1OPSF' DEAD
DECKS-40PSF LIVE 1OPSF DEAD
STAIRS-40PSF LIVE 1OPSF DEAD
ROOFS-20PSF LIVE 17PSF DEAD
C. BASIC WIND SPEED MPH (M/S))= 120
D. INTERNAL PRESSURE CO—EFFI[CENT=+ .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 FABRICAUION.
7. GARAGE DOOR/ WINDOWS/ DOOR
A. ENGINEERED FOR 120 MPH 3 SEC.GUST MIN. WIND LOAD .
B. DETAIL TO BE SUPPLIED BY NAANUFACTOR ENG.SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
INDEX:
PG
C1
COVER PAGE
PG
1
FOUNDATION /D)OWEL PLAN
PG
1A
LINTEL SCHEDU ]LE
PG
113
WIND LOAD CALICULATION
PG
2
FLOOR PLAN
PG
3D
ELEVATION "D"
PG
3E
ELEVATION "E"
PG
3F
ELEVATION "F"
PG
4D
TRUSS PLAN
PG
4E
TRUSS PLAN
PG
4F
TRUSS PLAN
PG
5
ELECTRICAL PLAN
7 6,
c)2
www. drhorton. com
CBC055300
6250 Hazom..ritime Natic>naj E:>rivc=,. C>rlancfc> FL. 328
• (407) 857•
228
D.R. HORTON HOMES
6250 Hazeltine National Drive
Orlando, FL 32822
Tel: (407) 857-9101
Fax: (407) 857-9228
• STATE OF FLORIDA
PROFESSIONAL ENGINEER:
KENNETH ROBERT COYNE
PE NO. 53747
A.B. DESIGN GROUP, INC.
1441, CR. #427 NORTH
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078 Fax: (407) 774-4078
® 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
Ora ni co�1P
"' y l
c 111101, Lai
JUL 0 1 2003
BAKERS
CROSSING
LOT #137
PHASE #2
DATE: 6/30/03
SCALE: 1/4101.0'
SHEET
C I ®F'
2
40'-0"
28'-2" 8'-211 3'-8"
21'-9" 9'-0" 3'-3"
0 -0"11
14'-11"
*-3 1/2" p 31/2"
3
4) CONC.
PE5
--
— — — —
SLAB
■
,
I
LAV. 1 /.---.\ I =
rl 0% EXTEND
SLAB 1 1/2"
I � � I
I I
-------�,--
��-------f — `� I—
---------� (OPT.
_
REF.
I I�wc. ► I II �
�
l I■
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I o
4'-1" 2'-G " 1'-
13'm0" I cD ra
� 2xro
WALL
m
LLJ
I
(
I
ICI
0'-0" ELEV.
I—
— —
FIN. CONC. SLAB ,opo
�,
goo
�,
r —
�-; J
r
I RANGE(
l
(
- I
1 3 1/2" CONC. REINFORCED
LAV.
W/6 "X(o" 1110/10 WWM OR
= I FIBERGLASS REINF. ON 6-MIL.
r
VAPOR BARRIER ON WELL -COMPACTED
b I CLEAN TERMITE TREATED FILL
OR
I
I
APPROVED SUBSTITUTE,
(RECRUIT 11 SYSTEM)
I
t
TUB
I
-----
—
---------�
20'-11" 19'-1"
OPT. I —
W.
L--J
EXTEND r - - -,
D1 SLAB 1 1/2" I OPT.
ter-
I D
3'-�
I
■ WH.IN -'
SAFETY FAN^
F
A/c
FOND.
-3 1/2"
m
CONC.
SLAP
= -- _
(74"
\ ` i
-� - _ _ --
P.V.C.
14'-4"
CHASE
0'-0" ELEV.
FIN. CONG. SLAB
Is
� I
■ 8 D1 1
U w I D1 pl ■
(� } N
QNZ ELEV. D4F
O
O O BRG. FTR
U I
r Q Ll
2 0'-0" ELEV.
Qz FIN. CONC. SLAP
w U = D 1 EXTEND
■ � � _I — SLAB 11/2"
8" CURB I I ■
WALL Il 4 1/2" ■ 1
I D1 � I N Dl I
17
_ J
3 1/2"
CONC.
SLAP
lro'-0" 2'-10"
21'-KJ" 4'-011 13'-10"
NO Now),) MOP W 000 11111`1
rIff"JOIN")z
u
J)
a
10 All m��
1112101DW MH MR0,10 Ki'll
N.T.S.
I
- - - - - - - - - - - - -
,_-- ------------------------
■ I
I
— — — —
I I
0 NJ
\\ I 3'-011
LUC. I I I 11'-0" I
�I -,��r y i-------------------------------�
- 4'-" -2" ► ELEV. �I "F" DOWEL LAYOUT
WALL = XroI 2X I I �1
WAL LI
A I_ I — — — �-
' L 'ono °0Q r — — —I
o — 7a �� IRANGEI I
jLAV. OPT. L--J
LAV. -
N i
r
l TUB
— — — — — — — — — — — — — — — — — — — — — — ------------
OPTIONAL MSTR• CLOSET
HURRICANE RESISTANT
WELDED WIRE FABRI
(oX&-U)2.1XW2.1
4" F0L T 5T1'fRENE
z
m
GONC. 5LA8
2 #5's CONT.
INTERIOR 5EARINC; WALL
A _-
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
CONNECTORS ONLY NEEDED WHEN THERE
IS UPLIFT ON WALL
B
u
z
BAKERS
,"...ROSSING
LOT #137
PHASE
MODEL:
l9 1 7 3 2 L"
FS/BC
FOUNDATION/
DOWEL PLAN
DATE:
6/30/03
SCALE:
1/41■1'-®'
SHEET
O P'
IM
BAKERS
CROSSING
ILOT #137 PHASE#21
MODEL:
"1732- L"
6/12 ROOF
FS. /BC
LINTEL
SCHEDULE
DATE: 6/30/03
SCAT : 1/4181'-01
SHEET
IAOF 5
a
f,
16' - 0 " X 1' - 0 " O.H.
O1
306D 8 R
O
16 C=
O
(2)25-5H W1
W/SIDE LITE
ARCH TOP ABV.
O2 G=48"x10"xi4"
1� D=
35-SH W/
TRANS. ABV.
54"X20"X28"
OD = 48"X48"X54"
3
E=
TRANS. ASV.
35-SH W1
TRANS. ASV.
18
54"xIO"x16"
48"x3O"x3
O E= 6"
4
TRANS. ABV.
TRANS. ABV.
1g F=
(2)25-5H W1
60 "X38"
1/2 RND. ABV.
ar,F= 48"x26"x51"
TRANS. ABV.
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW SEE
AND TYPE
ZONE0
0 MPH WIND
MPH WIND
1
28
3068 DR
W/SIDE LITE
4
.5/ -22.3
F214.3/
-26.5
2
5
48"x10"xl4"
TRANS. ABV.
4
21.8/ -29.1
ELEV "C"
25.9/ -34.1
3
19
48"X48"X54"
TRANS. ABV.
4
20.9/ -2-1
EL_EV "D"
24.8/ -32.6
4
12
48"x30"x36"
TRANS. ASV.
4
21.6/ -281
ELEV Th
25.1/ -34.2
5
18
48"x26"x51"
TRANS. ABV.
21/ -26.6
ELEV "1="
24.8/ -32.9
6
112
GARAGE
16'0" X -i'0"
5
18.3/ -22.4
21.8/ -26.1
-f
1-1
25-6H
4
21.1/ -22.9
25.1/ -2-1.3
8
I-i
25-5H
4
21.1/ -22.9
25.1/ -2-1.3
9
11
25-5H
5
21.1 / -28.0
25.0/ -33.1
10
1-1
25-8H
4
21.1/ -22.9
25.1/ -21.3
11
I-1
25-SH
4
21.1/ -22.9
25.1/ -21.3
12
53
0068 5GD
4
19.4/ -24.4
23.1/ -29.2
13
10
23-5H
4
21.8/-23.6
25.9/-28.1
14
24
35-SH
4
20.9/-22.4
24.5/-261
15
24
35-SH
4
20.9/=22.4
24.5/-26.1
16
30
(2) 25-6H U1/
ARGH TOP
4
20.4/ -22.2
ELEV "C"
24.2/ -26.4
1-1
33
35-SH LU/
54"X20"X28"
TRANS. ASV.
4
20.2/ -22
ELEV "D"
24/ -26.2
18
28
35-5H W1
54"X10"X16"
TRANS. ABV.
4
20.5/ -22.3
ELEV "E"
24.3/ -26.5
19
4-1
(2)25-SH W1
60"X38"
1/2 RND. ABV.
4
19.ro -21.4
ELEV "1="
L:2:3.4/ -25.6
BAKERS
CROSSING
ILOT #137 PHASE #21
MODEL:
"1732- L"
6/12 ROOF
FS. /BC
WIND LO AD
CALCULATIONS
DATE: 6/30/03
SC AT: 1/4121'-01
SHEET
JL OF 5
I
JUL 0 1 2003
�t
I
� r
OOFT.AfRCH OFEN ING
6 " PRE -CAST WALL
1R-ISH I
6" PRE -CAST WALL
"'L-&" PRE -CAST WALL
OFT CLOSET
'A
Irk wr� 0
q)�CFT. POOL BATI--I
40' - 0"
IK
9'-4" 11 10'-2" 2'-8" ,
2
10'-10" v 10'-6"
KNEE — 25_SH 2E�
25-SH SPACE
EGRES EGRESS
cv o o
m I � I �
LAV. OPEN v �'
Q I to A SOVE Q Q
311
OWNERS m I O.BATH CD
SUITE
9'-4" CLG
3" WALL
3ro" PALL PATIO
80(08 S.G.D.
2-4
NOOK
9'-4" CLG.
(TILE) ^ —
A (TILE) 1 m C 2" WALL� �
Q 5< � '
m T'_TT. ITT�_r
12'-0" OPT. I 2 -4 3
INSULATION I z
W.I . C .
Q I�
I
= I cn 2X& WALL
o o
TILE I
LAV OPT.
BDRM. 3 I = LAV
Iz-S HALL
(CARPET) I m I BATH
%s HC,ACC, -'
N Lu `4
- BF.
TUF3
c;, 5-SN
�n =
N
I
0; 3'-0" 3'-ro" 4'-0" F5'-4" m
R.A.G.
La
BDRM.#2 SOFFIT
9'-4" CLG. I —_ —_ FOR AC
(CARPET) � I = m , RETURN
LAUN I I 30°xz6"
(TILE) z
I
N ® N
F
RANGE
O oTL
0 I 9'-4" GLC�I I pp I FAMILY
WATER HEATER IN `� I ^ -- J ROOM
SAFTEY PAN I A.G. 9'-4" CLG.
� PLATFORM (CARPET)
- 3OX483
�GOND.1 WH.
Fp
12'-0" ,2'-4" 5'-4" 4'-01'
—2 2—" X 547_1
I ATTIC I
LACCES _ J
W/ OPTIONAL
PULL DN. STAIRS
9'-4" CLG.
111
9'-4" GLG.
ELEV. A,E3,C,G
TILE LINE
— — — —
13'-4" CLG
ELEV. D,E,F
,
LINE OF CLG.
— — —
ELEV. D,E,F
FOYER
oo
O(TILE) �
00 3.�
LL
MT.
p
H.R. � > ENTRY �I
Lu
— — — — — — iml ITT—Q
V-0" X 1'-0" O.H.
3-0 DR. W/10"
SIDELITE ELEV. C,D,E,F
D = 4,5"x48"x54" AB`\/.
E = 45"x30"x3&" A5V.
BDRM.#4
6 DEN
(CARPET)
c0 9' - 4" CLG.
ELEV. D,F
VAULTED CLG.
M ELEV. D,F ONLY
0 _I
I �
m
2'-8" IG '-0" 2'-10" 2'-4" 2'-4" 3'-0" 10'-10"
21'-(o"
40' - 0"
F L 0 0 'F_ FLAN
Ink mm
I
01
I
D= 35-6H W/
54"X20"X28"
TRANS. ABV.
NO LINTEL REQUIERD
E= 35-5H W/
54"xl0 "xl&"
TRANS. ABV.
I
i �
z�
VAULTEC
Q
�I
tit
ELEV. D,F
cn w
ENTRY
eOl
e
I w
l--
45"46 "x51 °
(2) 25-611 W/
TRANS. Af5V.
60"X38"
1/2 RND. ABV
NO
LINTEL REQUIREC
10'-2"
ELEV.
99 99
3-0 DR. W/10"
SIDELITE
ELEV. C
FOYEf
I00
CTILE
I p
CD w
ENTR
r-
I �
48"xle
TRANS.
m
vd,
ELEV. "C"
SQ.FT. CALC.'S
LIVING
GARAGE
ENTRY
fmATIO
1132
45(o
22
54
50.
50.
5Q.
50_
FT.
FT.
FT.
FT_
TOTAL
2 2 �? 4
50-
FT_
I
BAKERS
CROSSING
LOT #137
PHASE #2
MODEL:
1732— L"
6/12 ROOF
FS. /BC
]FLOOR
PLAN
DATE: 6/30/03
SCAT : V41=1'-®'
SHEET
2 OF 5
AIL U 1 ZOO,J
9' - 4" 15RG.
0'-0" FIN. FLR.
REAR ELEVATION
2 ST�JCCO BAND DETAIL
1
CRICKET
24" DECO.
12
LOUVER ro
14' - m" BRG-
2.5/12
VAULT LINE
9'-4" B9'-4" PRG.
iG/11 0
11
TEXTURED
FINISP 18" DEGO.
SPUTTER
0'-0" r- N. FLR. , IL c6,0'-O" FIN. FLR.
OFF-RIDGirz VENT
FRONT ELEVATION
OFF -RIDGE VENT
12
6
9'-4" BRG.
I01
C TEXTURED
' FINISP
m'-O" FIN. FLR. — — — — — — — — — — — — — — —
0'-0" FIN. FLR.
RIGHT ELEVATION
LEFT ELE'IT"ATIO11,
9'-4" 5Re.
0'-0" FIN. FLR.
BAKERS
CROSSING
LOT #137 I
PHASE #2
MODEL:
"1732- L"
6/12 ]ROOF
FS/BC
ELEVATION" F"
DATE: 6/30/03
SIC AT:
SHEET
3 F OF 5
2X4 COLLAR TIE
EVERY OTHER RAFTER
2X RAFTER
2-126 EVERY TRU66
IX6 NAILER-7
2X RIDGE
U- y
3-12cl RAFTER
TO NAILER
1/16O.S.B. _j IX& MAILER -J--
OF, 1/2" FLY. 2-126 EVERY TRUSS
CONV. FRAMING DETAIL/VALLEY
HEADER SPAN CHAFU
eINGLE 5TORY APPLICATION
SIZE
GLEAR SPAN
D5L 2X6
DBL 2X8
D5L 2XIO
D5L 2XI2
UP TO 5'-4"
51-411 TO 11-011
11-011 TO 1011-011
10'-0" AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
D5L 2Xro
D5L 2X8
D5L 2XIO
D5L 2XI2
UP TO 5'-0"
5'-0" TO &'-4"
6l-4u TO all-oll
V-0" AND OVER
4X4 PO6T=(2)2X4'5 NAILED WITH 126 &"-V O.C. STAGGERED
4Xro PO6T=(3)2X4'6 NAILED WITH 126 (o"-V O.C;.,5TAGGERE[;)
_D5L 2 X
4 TOP PLATE
6F4
5F4
14'-0" E3fRaa ENTRY
DBL. TOP PLATE MeTA-24,-if
(2) 2 X (o E3M
M5TA-24
X 4 EXTI_
WALL 'a ENTRY
-
1 13-4" 5fRG.HGT.5L<
D I ro 11 O.C. 1/2 X a" A-5OLT5
W/2' WASHER
1/2 " X 0" A.f5JLT6
3-EA. 5fDE TYP,
W/2' WASHER
3-EA. SIDE TYP.
MSTA-24
2 X12 5M
M8TA-24
_(2)
lNlSH 2 X 4 PT.OR
2 X 4 PT.OR
2 X 4 W1 VAPOR
2 X 4 W1 VAPOR
BARRIER
0BARRIER
2 X 4 FT—,
5' GMU BLK
3/4" X 2" RECESS
(6 - TYP.)
,LL
8" CMU 5LK
0'-0" FIN.FLR.
KNEE WALL DETAIL@ENTRY
WDW/DOOR DETAIL
/_ 1-1,7) 1/01,
@ HIP DETAIL
M 11 1 1 IF 11 1 1 1 ILI L3 �H ��I I I'll I I I L1.1 m
I if, - 77
II II
rL-
K=
(2) META-lro
Al
A A13
All
A13
AIF2
All
A19
A
A
A
A
A
A
A
A
A
A
22 "X54
ATTIC;
A = I ACCESS
Al
Al
A2
A2
AGI
E3 ul
- - - - - - - - - - -- (y-
- i—if 7--
.TRUSS PLAN
10
AG2
HE
* CONNECTORS TO BE SIMPSON U.N.O.
* TRUSS TO 5L< META- 1(o W/12 - 106X] 1/2
* TRUSS TO WOOID MTS- 12 W/14- 106XI 1/2
2) META - l(o
BAKERS
CROSSING
LOT #137
PHASE #21
MODEL:
"1732-L"
6/12 ROOF
FS/BC
TRUSS PLAN
D & F
DATE:6/30/03
SCAT: V41mil-01
SHEET
4DF OF 5
a
JUL o 1 2003
0
ELECTfRICAL LEGEND
5,t'IMI50L
DEFINITION
NOTES
11mV OUTLET
I/2
OF OUTLET
110V OUTLET
WIRED TO
SWITCH
EQUIPED WITH
IIOV OUTLET
GROUND FAULT
GFI
INTERUPTER
(jf
�I
220V OUTLET
WP
EXTERIOR
GROUND FAULT
GFI
WATERPRO
INTERUPTER
OUTLET
SWITCH
It3
SWITCH
3-WAY OPERL
-4
SWITCH
4-WAY OPER.
WALL
QMOUNTED
LIGH
CEILING LIGHT
i l
VAPOR PRO
`OJVP
LIGHT
1
RECE55ED
`OJ
CAN
I CFM
VENT. FAN
SQ. FT.
VENT_ FAN
I CFM PER
W/LIGHT
SQ. FT.
2' LIGHT STRIP
4' LIGHT STRIP
uuuuuu
FLOURECENT
RAP AROUN41:?
LIGHT
2' FLouRECENT
— — — —
4' FLOURECENT
®
PANEL
METER
SMOKE
GATT. BACK-UP
W/ HARDWIRE
DETECTOR
INTER-
CONNECTED
PENDANT
L IGHT
TELEPHONE
®
JACK
WATER HEAT.
WH
D 15CONNECT
AIR. COND.
A/G
DISCONNECT
TV.
TELEVISION
JACK
CEILING BOX
TO
QSUPPOR
CEILING
BE ED
FAN/LIGHT
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
L IGHT
Ee
INTERCOM
I
SPEAKER
PATIO /'�P.
GF I
1 OWNERS 0. BATH
I
SUITE I _
(o0 Y _ Yoe 0
\ KITCHEN /� J I GFI
PRE -WIRE I I I— —
lit,\ ZPRE - W I RE \ Q I G
/ Eo�
W.I.C. I / �fo�'---Aro')
l
F
o ono
PRE -WIRE —
I
DINING m
AREA a
BDRM. 3qp \\ \
ELO /
0
/
PRE -WIRE
BDRM. #2 t` I UTIL. l0 /
WP. \ I I —a _ /
GF I Fq
AA/C Fv�P� R/ E/
-/WIR
PANEL E/z ,u , FAMILY
ROOM
t�r
44A.F.
METER SAFT1PAN WALL MOUNTED LIGHT
/
/
FIELD 4SWITCH IN ATTIC
VERIFY
FOYER \ I OS.D.
,
CLG. OUTLET
GARAGE I PRE -WIRE
FOR \ I BED RM4/DEN
MIMES
C
ELECTRICAL PLAN
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
HOMEOWNER PRECONSTRUCTION MEETING
NOTE:
*ALL RECEPTACLES IN SLEEPING ROOMS
TO SE ARC FAULT.(NEC 210-12)
NOTE:
#20 AMP DEDICATED LAUNDRY CIRCUIT.
4/0 ALU. GABLE
200 AMP
METER BASE 4
SERVICE BY I I I—AL50 SERVICE 5/5" GROUND R
TO BE BONDEDO
POWER CO. TOFOOTING STEEL
A/C
DISC.
ELECTf;ZC;AL FZGEF,
012 COPPER TO
LIGHTS 4 OUTLETS
010 COPPER TO WATER HEATER
#5 COPPER TO RANGE
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO.
3 —1,'.
PLUMBING RISER
KITCHEN
SINK W/
AUTO VENT
TO
MAIN
BAKERS
CROSSING
LOT #137
PHASE #2
MODEL:
"l 732- L>>
6/12 ROOF
FS /R C
ELECTRICAL
P LAN
DATE: 6/30/03
SC AT: 1/41811,01
SHEET
5 ®F 5
v
JULV 1 2003
D
1/2 11 X 911 A.B. 3211 O.C.
_ /o"Xro 1, #1 D W.W.M. (o ° EMBEDMENT MIN. (o" EMBEDMENT 1/2" X 9"
z q WHEN UPLIFT FROM ROOF ANCHOR BOLTS AT 3' O.C.
2" ABV. CONC.
CONC. SLAB
- 60 " #10 W.W.M. 41
(2) CONT. #5 REBARS2 #E✓''S CONT. 4 4 I ° 8
7��2� 1'-0" m _
CONC. SLAB ? `� 411
�{II II_QII 4II _
/o`` 3 #5 s CONT. CJ TNIGKN EI�C-:
0 0
U m 11_411 2-#5'S ON CHAIRS GARAGE CURB STOP
TYP. WALL SECTION INTERIOR BEARING WALL INTERIOR BEAFR NG WALL 2 -STORY
� 2 2A
BLK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS. WOOD FRAME FOOTING
CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS.
fS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE
IS UPLIFT ON WALL
3 1/2 11 4 4EAD OF GARAGE 3 1//2 " HEAD OF GARAGE �-.-#5 DOWEL BAR(ONE SIDE / #5 DOWEL BARS #5 DOWEL BARS
(VARIES W744 SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) r DIM VARIES 7 5/8" z DIM VARIES
9" ANCHOR BOLTS AT 3' O.C. -1 5/S" cuff B �� 6 "x6 ii #10 W.W.M. -1 5/S" CURB �� ro "X(oI' #IID W.W.M. CURB �� 6 "X6" #10 W.W.M. (3) # 5 RODS EA. WAY ON 8" C1"IU
9 ANCHOR BOLTS AT 3 O.C. MIN 6" EMBEDMENT
ONLY IF UPLIFT ON WALL ( IIX/ ll #10 W.W.M. rCHAIRS (MIN. 3" COVER)
MIN 6" EMBEDMENT EXTEND 1 1/2 �_�
II
6 "X6'l #10 W.W.M. "--"-.-:� = z w - - z LU --.. 4
RECESS /2" `� Y_ > II `� Y_ > II GRADE SLIDING DOOR TRACK
-------- 1n v �� 2-#5'5 ON CHAIRS U �� (3-5'5 W/2-STORY) m
o 0 0 2-#5'S ON CHAIRS I'-4" m SLOPE GONG.
G ° m SINGLE (3-5'S W/2-STORY) SINCzL TO FRONT(1/4" -1/2 `)
I'-811 3 #5'S ON CHAIRS STORY 2 0 1 1/2 11
STORY
2 #5'S ON CHAIRS
TWO TWO 9 1/2
INSIGNE FTC. AT GARAGE StEP-UP STORY STORY
2-61iORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB SLAB AT SL. GLASS DOOR
INSIDE FTC. AT GARACxE STEP-UP 24"X24" EXT PAD
1 STORY BEARING WALL DOOR RECESS 8 �A 1
CONC. SLAB OVER GLEAN,
COMPACT TERMITE TREATED "5 REBAR SET IN 2000
OL L, MIL. V15. VAPOR � FLAB/�O MIN " MIN.
AE EMBEDMENT TOP CORD BLOCKING AT 4'
O.G. MAX. IN FIRST 2 FRAMING
-� II 611X6" #10 W.W.M. SPACES AT EACH END.
GARAGE SLAB � 6"X6" #10 W.W.M. �,
u RAFTER OR TRUSS NAILING SQHE®ULE ALL NOTES IN REFERENCE
%- ROOF SNEAT�-IfNC� LAYOUT ROOF SHEATHING \� ROOpDIAPHRAt1 TO FLORIC.�A BUILDING
CURB WALL 8° GONG. DRIVEWAY
GARAGE
BEYOUND
o o- o
1 _g 3 #5 s CONT.
3 MIN. COVER
O °
TYP" RETROFIT FOR ALL
�� OMITTED FOUNDATION DOWELS
l I A
ANp ENDWALL BRAGING
FOR GABLE END FRAMING
�
Z
Q
I
USE VI6'O.B.B.ORIR'FLY WITH -5S"NAILS AT4'Or-AT �®�E 2001
SMEDEfATE SUUMPOWS. ALSO BEE �DE AIL.NAILAT 6' OC. AT
ROOF 8HEATHMG TO GABLE END FROM
EXTERIOR BHEA7 �NAILB s 4' O.C.
SITE PLAN NOTES
V V I \ � PANEL US'
IDES AND 0.515OR 09 GLAI NAILS •4'' Or- TOP NAILS '4BOTTOOM.C' AT
ca PANEL AND IS GUN NAILS AT 6' OG. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IS' ABOVE
GARAGE DOOR BUILDING LENGTH MTErd"IEDIATE BUPPORT6. ALSO SEE DETAIL. GROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THI5 BUILDING IS NOT INTENDED TO BE
OPEN f NG ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FIN15H FLR. ELEVATION
1 1 2 -STORY FOOTING ABV. 10.5' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
I I I I NAIL REQUIREMENTS OF FINISH FLOOR SLAB WITH SIGNED AND•SEALED SURVEY_ _
SIZE
HEAP
LENCsHT
PIA.
TEN51L STR
AND RESTRICTIONS HAVING JURISDICTION.
4) ALL CN-SITE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER SYSTEMS TO AN OFF -BITE DRAINAGE FACILITY.
I OIiII_ looll_ATI/lAl CLCO Ilkl C aunt I /` I=nGW1 T/] I eV -Al
ed
ROUNDI" IOPIFIED
OR T
1 -1/8'
.113
110,000
lOd
2 I/8'
128
110f000
Sd GUN NAILS 4" O.G. # -. -IDES,', IZ,4T__I..-,I..I_ III.- �,..
# a� NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS ANP RESTRICTIONS HAvfNG JURISDICTIONS AND
8d GUN NAILS ') STAPLENAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER -IATED WORK
TOP BOTTOM EDGES 6) O.C. IN FIELD GENERAL NOTES 6) SWIMMING POOL, A, AND ASSOC
PERMITTED SEPARATE YPBY ENGINEERED SHOP ISOSBE
POURED LENTIL
CONT. (TYP) II II I. DESIGN AND LOADING C
.;a A. ALLOWABLE UNIT STRESS AND DESINCs CRITERIA: PLUMBING NOTE S
II @ N I. BUILDING COPE REQUIRMENT6 FOR REINFORCED CONCRETE AGI 318
e < 2 X WALL FRAMING t� Q Q 2. FLORIDA BUILDING CODE 20101
TO BE II I) I w LLI -A - 1U 3. WIND SPEEDS 110-120 (PERWIIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
(3) 1/2 "XV ANCHO%: BOLTS I OUTS 1DE BAR - IU 44 WIC IMPORTANCEXPOSURE E
ACTOR (U A6 APPROVED BY THE BUILDING OFFICIAL.
8 GMU FILLED o or (3) 1/2 XS J-BO?LTS REBAR II II _q Q z U 6. INTERNAL PRESSURE CO -EFFICIENT +15 THF&I -18 2) WATER LINES SHALL BE CPvC.
CELL (Ti-P") , p -�` MIN. 6" EMBEDMENT II ,Z� Lu z Z Z Q 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
W/ 211X2 "X1/S WASHER' AND = _ _ _ _ �� �� CONTINUOUS z @ z A. NET ALLOWABLE 501L BEARING FRE55URE USED IN DE51GN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX
CONTINUOUS WALL FOOTINGS.
�Y 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
NUT SPACED EVENLY FROM - U 3. CONCRETE AND REINFORCING
TROL DEVICE TO GIVE
EXT. FRAME WALL TO = _ = s = = U 10 @ A. ALL CONCRETE WORK SHALL BE fN ACCORDANCE WITH AGI 31B AND WITH
FLOOR TO BOND BEAM. SET (� O # SPECIFICATIONS FOR 5TWTURAL CONCRETE BUILDING ACI 301. 5J MAXIMUM M FLOW OF (3ER HEADS TO THREE GALLVE FLOW ONS PER MINUTE EACH.
BLOCK WALL: CONNECTION IN JOINTS PRIOR TO FILLING- #-T-T/�. IEI EXTERIOR
OR SHEATHING I I * � B.
PSI ICONCRETE DAYS SHALL DEVOLOP MINIMUM COMPRESSIVE ST�NGTH OF 2500 6) NOSE BIBS TO BE PROVIDED WITH BAGKFLOW PREVENTER
(SLEEVED ANCHOR IN SOLID �Q A I I /-' CHt'-1E �lT FOR ROOF- 5HEATH ING C. REINFORCING BARS SHALL CONFORM TO ASIM A615 All OR ell, GRADE 4O -1) ELECTRIC WATER HEATER 514ALL HAVE A STANDBY LOSS NOT TO
POUR ACCEPTABLE: RETROFIT) 25" MIN. LAP @ 4. DESIGN LOADS NOTE -,
A IN ACCORDANCE WITH FLORIDA BUILDING GOpE 2001 CHAPTER 16 EXCEED 4.0 WATTS PER SQUARE FOOT of LANK SURFACE AREA.
TYP, REBAR LAP @ WHEN
II I I }� ROOF LIVE LOADS OF 20 P5F 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
W CORNERS HEN GLUED TO ROOF MEMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
/ II - Q II @ E DGE L+ 4 10" _ 12 " IN EE I L D 5. LUMBER 13) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
GROUTED Z KJ CJ l�l `J SL/ A. ALL STRUCTUAL LUMBER SHALL BE'2 SYP. ALL STUDS SHALL BE STUD GRADE SPF. BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
BOND BEAM 2 -#5's REBAR a 1 STORY TALL LUMBER EXPOSED TO WEATHER OR AGAINST BOIL, CONCRETE OR MASONARY SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT'
TIE TO NORz. BARS LU 3-05 s REBAR 2 STORY SHALL BE PRESSURE TREATED)
8" MIN. EMBEDMENT �" T"I'P. EXTERIOR ePEATN INCH ATTAGI4MENT Ttd)SSES RISER DIAGRAMS AMC) PLAN LOCATIONS TO OWNER
A FLORIDA BUILDINGS CODE 2005ES SHALL BE DESIGNED IN ACCORDANCE WITH 10) ALL GLE.4NOUT5 FLUSH WITH GRADE.
FOR SHEAR AND UPLIFT
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
(O.S.B. TO BE STRUCTURAL GRADE) PRIOR TO FABRICATION. RIDGES.
HORZ. REINFORCING7.1
VERT. REINF. GARAGE DOOR 12) 51ZE AND LOCATION OF CLEANOUT5 SHALL CONFORM TO FLORIDA
6 NOOKIN GROUTED CONNECTORS FROM PLATE TO STUD TO PLATE A. B. DETAIL ENGINEERED
O BE SUPPLIED 120 MPW BYIND 663 SE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION.
CELL ARE NOT REQUIRED EXCEPT AT OPENINGS C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM To FLORIDA BUILDING coDE
8. ASPHALT SHINGLES 2001.
+ #Sd GUN NAILS A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001
A �A � O � R f N� O �1„i A � f O N 12 " O.C. I N FIELD B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT t0 BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
cn 15J ALL WATER CLOSETS SHALL BE WATER SAVING lb GALLON FLUSH TYPE
FO U N COATI O N N OTE
BLOCK NOTES
CUEANOUT REQ'D 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING
N . �� a FOR / ROI IT LIFT Q PRESSURE. I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR 8OLIp UNIT
'd ' ; . , ` t� 1.1 a - J j� 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI 301 AND MASONARY IN ACCORDANCE WITH A87M G90 AND CI45 AND SHALL
+• ' - -�' • - •- > 5 FT. UNLESS ` POURED LENTIL HAVE A NET AREA COMMPRESSIVE STRENG44T OF 11300 PSI.
I I 'Q SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MORTAR
HORZ. RE INFORGING Z �/ FOOTING DWL 16 O , GONT. (TYP) Z U TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210.
METAL ACCESSORIES
/ II NOOK LU N01T REQ ID. ��� Z O ' ' 3. CONCRETE 28 DAY STRENCGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
KJ } _ AGGREGATE FOLLOWING:
a ; SIDES: A. A5TM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
HORIZONTAL/VERTICAL RE ENFORCING c(1 0
PRE -CAST HDR. 4. ALL SLABS SHALL BE MIN. 3 I/2, THICK CONCRETE OVER 6 MIL VAPOR B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
2X�o GARAGE DOOR BUCK U)/ BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. G. ASTM A366 FOR SHEET METAL ANcHoR6 AND TIES.
# @ 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
(3) 1/2 "X8" ANCHOR BOLTS 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT
o` or C3) 1/2 "XS" J-BOLTS TYP. FLOOR DECKING SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
ALL CORNERS AND OPENINGS GREATER THAN 6 BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE . TIE PERT. DOWELS TO REQUIREMENTS OF ASTM A90.
(o ° EMBEDMENT MIN. ATTACHMENT TO FLOOR JOIST HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. MASONRY WOW., GENERAL:
W/ 2'X2 "X1/S WASHER AND fo. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD I. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
all GMU FILLED NUT SPACED EVENLY FROM EA. SKEET TO BE GLUED AT ALL FRAME SHEAR WALL OPENINGS AND SHALL BE 1/Vx8' W/ 2'x2'x1/8" FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY
CELL (TYP.) FLOOR TO GARAGE DOOR HDR AT 3' O.C. STARTING AT 8' OFF EACH CORNER MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
� X PO S E D JOIST 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK.
1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
IN JOINTS PRIOR TO FILLING. ROOF LIVE LOAD: 20 PSF WHEN MASONARY UNITS ARE LAID STACK BOND, S GAGE HORIZONTAL
WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
1-2X6 PT BLOCK '� CENTER OF PER WIND MAP. REIN o�IrE•1�PSTEELD, GENERAL JOINTS AT NOT MORE THAN6 IN BED 1
8. FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY,
DOOR HEADER W/(1) 3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND 1. REINFORCING STEEL SHALL BE No. 5 BARS.
CORNERS. USE CORNER BARS OR BEND REBAR LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY B LED.
(1) 1/2 XS ANCHOR BOLTS 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25".
MINIMUM OF 25.
or (1) 1/2 "XS" J - BOLI I-OJ 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 4 A CERTIFIED
IN ACCORDANCE WITH ASTM A615, A616, A611, OR "1
�� 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW
6 EMBEDMENT FINISH GRADE
W/ 2'X211X118 WASHER ANC) NUT 10. FINISH SLAB TO BE 6' ABV. FINISH GRADE
BAKERS
CROSSING
LOT #137
PHASE #2
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 6/30/03
SCiAI-w: 1/41=I1-01
:SHEET
D 1 OF 4
11
d
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0" TO
S'-m'
4'-I1 1/2'
-1'-11 1/2
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT STUDS
j
AT EACH END OF HEADER
I7_2
3
2X4 SUB -BAND a HURRICANE STRAPS
CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND Q 2X4 SUB -BAND Q
FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING
2X6 SUB -BAND 10 FEILD STREAM FOR CONNECTOR) FEILD STREAM
FIRST TWO BAYS
LAKE KEHOE,CYPRESS HEAD 2X6 SUB -BAND @ 2X6 SUB -BAND METAL LATH
ALOMA WOODS LAKE KEHOE CYPRESS HEAD LAKE KEHOE CYPRESS HEAD 4 -0" O.G. MAX
WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER 1115 FELT OVER 1/16" OSB OR -1/8" TEXTURED
ASPHALT SHINGLES. METAL DRIP EDGE
1/16" OSB SHEATHING 1/2" PLYWOOD FINISH
OVER 015 FELT /- R-19 INSULATION FIBERGLASS SHINGLES __ R-19 INSULATION OR 1/2" FLY. W/ 15# FELT
1/16" OSB. SHEATHING ON #15 FELT OVER
OR 1/2 PLY. 3/4" T 4 G PLYWOOD 2X4(CONT.)
7/16 OSB. SHEATHING SEE TRUSS ENG. -o - ROOF TRUSSES
HURRICANE STRAPS TO BE GLUED
(SEE TRUSS PLAN METAL DRIP EDGE FOR PROPER 2 4 " O.G. 4 NAILED
FOR CONNECTOR) 1/2" CLG. BOARD & TEXT.
2X4 DOUBLE PLATE (TYP.) 2X4 SPF STfFFBAGK AT BRACING
O (1 5 CONT. LL UPRIGHTS OVER 4'-10" HET
METAL DRIP EDGE B
DD
ALUM. FINISHED VENTED SOFFIT No LINTELSTRAP
1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS
ALUM. FINISHED VENTED SOFFft 1/2' CLG 50ARD 4 TEXT. 1/5" TEXTURED FIN15HIn
8" LINTEL BLOCK FILLED ° ALUM. WINDOW # 1/2" DRYWALL SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) OVER 15 FELT OVER R-19 INSULATION TEXTURED
PRE -CAST LINTEL -1/S"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD 1/16" O.S.B.OF, 1 2THCMU'S
FLY --- FINISH
FELT 5ARRIER OVER GLUED 4 NAILED
ALUM. WINDOW -1/16" 055 SHEATHING OR 1/2" PLY.
SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FLOOR JOISt/FLOOR TRUSS
PRE -CAST SILL 2X PLATE SECURE 1
FROM 2nd FLR. LINE) /2" CLG. BOARD 4 TEXT.
SEE FRAME PLANS TO DBL TOP PLATE 5I W/ 0 0
S IMPSON HTC - 4 32 " O.C. MAX.
® 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) JOIST TYPE MSTA-24 24" O.C. MAXA 2X4 DOUBLE PLATE (TYP.)
2X4 NAILER (CONT.) TRUSS
S" CMU R-4.2 INSULATION O (I) S CONT. FOR NDR SIZ�AN
1X2 P.T. FURRING STRIPS FLR JSETTTOI BLK 1X2 FURRING STRIPS BAND DETAIL
ALUM. WINDOW
TEXTURED FINISH 1/4° WOOD BASE ° o I/2" DRYWALL SEE FLR./ELEV FOR DES. SILL
S LINTEL BLOCK FILLED 1/16" OSB SHEATHING WOOD BASE (TYP.)
PRE -CAST LINTEL OR 1/2" PLY. UNDER :1-A, _::
�
FELT FARRIER p � PRE-FAB TRUSS
4 ALUM. WINDOW
FLOOR JOIST/
(�rollxroll #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT.
OR FIBER MESH FOR JOISTETPPENS SP-4 32" O.G. STUD 2X4 DBL. TOP PLATE
0 REINFORCEMENT PRE -CAST SILL CONC. SLAB OVER GLEAN, HETA-16 ",w 32" O. C. MAX 1/2" CLG. BOARD TEXT . 1/2" DRYUJALL
COMPAGT,TERMITE TREATED O (1/*5 CONT.
z z w SOIL OVER 6 MIL V15. VAPOR 2X4 WOOD STUDS
NY_ 0 1 _4 2 #5 CONT. S GMU BARRIER,W/6X6 #10 WWM 8 LINTEL (IL c;KED 1X2 FURRING STRIPS 2X4 CONT. STRESS �16" O.C.
A TEXTURED FINISH 1/4° PRE -CAST LINTEL _No- ° ° 1/2" DRYWALL BLOCKING MID -WALL
WOOD BASE (TYP.) 2X4 PT. PLATE
- c, 5P-4 32" O.C. s STUD 1/2"XS" A.B. 32" O.C.
z ALUM. WINDOW (WHEN UPL IFT� 6" EMBEDMENT
T'rP. WALL SECTION'(7 SEE FLR./ELEV FOR DES. SILL
BL< 1= STOR"r L
WOOD BASE (TYP.) CONC. 5LA8 z
rO"X6" #10 W.W.M. PRE -CAST SILL �'- 4 4" -
z (k 3 #5's CONT OR FIBER MESH CONC. SLAB 2 #5's CONT.
z w RE INFORCF_MENt 1' - 4" m
N 0 m0 1'-8" all cMu 6 MIL V16
VAPOR BARRIER INTEi�IOR BEA�f1�1C-� WALL
TEXTURED FINISH 1/4"
ASPHALT SHINGLES OVER TYF. WALL SECTION NOTE: FOR WALLS W/FLOOR LOAD ONLY
#15 FELT ON -i/16" O.S.F. 2 0 c� > DO NOT INSTALL CONNECTORS.
SHEATHING OR I/2 PLY 2 "X4" BLOCKING _ ~ �
FIRST TWO BAYS 2 - STOF,"r z
METAL DRIP EDGE 4'-0" O..C. MAX
6 "X6" #10 W.W.M. 2X4 DBL TOP PLATE
2X4 SUB -BAND Q O O RE RE FIBER ME',SH
.�. INFORGEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG.
FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECOR& Z Lu z
2X6 SUB -BAND (SEE TRUSS PLAN) } — }
LAKE KEHOE,CYPRESS HEAD Lu
BRACING 0 0 (3) #5 s GONT 1/2" DRY WALL
ALOMA WOODS ROOF TRUSSEa S DBL. TOP PLATE `�' U U
WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C.
ENG, GABLE TRUSS R-19 INSULATION CRIPPLE STUDS F(fic'ST FLOOR BLOCK
2X4 SPF STIFFBACK AT SECOND FLOOR FRAME -i/16° os
ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX
(SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS)
1/0" TEXTURED FINISH
OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE -FAB TRU55 2X4 PT.
2 "X4" NAILER CONT, 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH
-1/I�o" O.S.B. SNEATHINCa � BT. PLATE
OR 1/2" PLY. C2) LAYERS �/16 L
o.s.B.sEcuRE EA, /16 5P-4 32" O.G. ia STUD 2X4 DBL. TOP PLATE LATHAOY R TYVFK 1/2 x 9 A.B W/
MIN. 6" EMBEDMENT
2x4 P.T. PLATE W/ o W/2 Sd,s 5"-12" O.C. -ir— HIDR STUpCS)/JAGKCS) 1/2" DfRYWALL OF 15 FELT r 2" DIA. WASHER
1/2 "X9" ANCHOR BOLTS MAX.
MIN. 6" EMBEDMENT 1/2" X 9" A.B OR J-BOLT LSTA 12 2X4 WOOD STUDS #5 REBAR CONT.
STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS '�lro" O_C_ ..•: r"
W/2 p IA. AT 32 O. C. � 32 O.C.MA�C • f ; r ,;
SECURE TRUSS TO 2X6 W/ KING STUD(S) 5P-4 BLOCKING MID -WALL
12d e 6"-a" CONC. (FILLED LINTEL TOP BOTTOM) 3/4" TOG SUBFLOOR ;
..;.:�••
PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1/'5 ROD C-�LUED 4 NAILED
4" O. C. e EDGE I j'
6" O. C. a IN FEILD ,•a
all cMU FLR. J5T. SIZE SEE FRAME PLAN '�,r-�;�:
14
TEXTURE FINISH IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4' •' '
R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR, STUD TO i/2" CLG. BOARD TEXT.
1st FLR. STUD 2X4 DBL. TOP PLATE 1.000D F�'Al~'C TO BLf<.
1/2" DRYWALL — — — -1 r — — — — — - - -I MSTA-3(o 32" O.C. 1/2" F-)FY JALL
2X4 WOOD STUDS
2X4 GONT. STRE55 e16 " O.C.
WOOD BASE I I I I I I BLOCKING MID -WALL
II II
I I I 2X4 PT. PLATE
X I I I I I NAIL PER SCHEDULE/
0 � � ---- I I I I I BOLT PER FND. PLAN SP-4 32" O.G. � STUD—� 1/2"X9" A.B. 32" O.C.
MIN. 6" EMBEDMENT
z O - Z
O
6 ">C(o" #10 W.W.M.
0 0 OR'FIBER MESH C�#'B4°"4'l 2X4 COLLAR TIE �2X8 RIDGE �} 0
REIINFORCEMENT TAP EXTERIOR OPENING IN FRAME 5s CONT.I' S„ EVERY OTHER RAFTER
tL
L _
2 #5 CO)NT.
U
• 1-4 Z
Ilk
T'I'P. WALL SECTION
2-STOi��1' 2-126 EVERY TRUSS 3-12d RAFTE
INTERIOR BEARING WALL 1X6 NAILER 3-12d TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
-1/1(0" O.S_B. IXO NAILER
1 OR I/2" PLY. 2-12d EVERY TRUSS
BL< 1-STORE (CABLE) MINIMUM WALL ANF) HEADER GONV. FRAMING [DETAIL/VAS/
STUD R QU• I R1"INT5
fill
BAKERS
CROSSING
LOT #137
PHASE #2
MONOLITHIC
BLOCK
DETAILS &
NOTES
DATE: 6/30/03
SCALE: V41211-01
SHEET
2 ®F 4
L u 1 2003
4
A
# IOOO UFLIPT
51MP5OM MT5-12
W/-i 10d TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO GONT
POURED LINTEL
# 2000 UFL IFT
(2)51MPSOM MT5-12
ONE EA. 51DE OE TRL
OPPOSITE SIDE OF E
Y W/-i 10d TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
'RU55
3 BOND BEAM
TRUSS ANCHOfR IDTA I L = fRTROF I T
9" MIN.
LESS THAN 10'
REQUIRES
1' NOSING
DBL ZXIZ -
FLOOR J015T
J/T I 1.. I WVVV
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 RISERS/TREADS
ADJACENT TO EACH OTHER
3/5' MAX. VARIATION IN ANY R15ER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRASPA31 L I TY
WINDERS- MIN. 6' WIDE im NARROW END
MIN. 11' WIDTH 6 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
IX2 PT.TOP OF BOX
DBL. TOP PLATE
2X4 6TUp
7/1Fi' OR 15/32' O.SB.
Wn/a' TEXTURED
FINISHED OVER
GALVINIZED METAL - — — —
PAPER BACK LATH
SIMPSON H-5 (MIN-)
® 2X4 TO TRUSS
PRE. ENG. TRUSS
2X4 BTM. PLATE
3/4" PLYWOOD
2X12 TREAD
CUT Tc0 FIT
- 1Xa IRISER
LESS THON 4' TYP.
BETWEEN `,SPINDLES II
I--
---SP4 OR H-5 TOP PLATE TO STUDS
V-0' ABV. 10'-0' LEVEL TO ROOF
OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0'
10'-0°
FRAMED CRICKET
FINISH m LANDING
1211
Z
NAND
1/2' D
I' NOSING TYP.
4
r
STAIfR G CTION [DETAILS
CHlt-(INE"� �)ETAIL5
SIMPSON H-5 (MIN.)
e 2X4 TO TRUSS
SECTION
PRE. ENG. TRUE
IX2 PT.TOP OF I
D5L. TOP PLA"
T/16' OR 15/32'
Wn/a' TEXTURE
FINISHED OVER
GALVINIZp M)=
PAPER SACK 1
CRICKET
2'-5-1/2"
FLAN VIEW
2X4 STUDS FROM TRU66
6TUp6 TO IDM. PLATES Ai3V.
36" MIN. FINISH
STAIF, UJINtDfR [DETAIL
ASPHALT SHINGLES OVER
* 15 FELT ON 1/16' O.S.B. —
(2) 2X4 $2 ND SYP DIAGONAIL BRACE /
W/ 3-12d e EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING FIRST 2 BAYS
2) NLSENImd AIEA D
TO TRU56
2X4 5YP 5TIFF5ACK
AT ALL UPRIGHTS
OVER 4'-10'
7/16" OSB SHEATHING
USE ad NAILS AT
4' o-c. EDGE 4 6" 0.0. FIELD
2X6 PT. PLATE BOLT W/ 1/2'X9 A.B. COMMONM
(W/ 2' DIA. WASHERS) 0 32' O.G. MAX. 1/2' CLGi. BOARD tRU55 24' O.C.
NAIL CONT. RAT RUN TO INSULATION
TRUS5 W/ (2) 12d m EA. TRUSS R-19 MIN.
1-05 REBAR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRACE.
0'-0" TO 30'-0" (I) 'X' BRACE
30'-1" TO 60'-0" (3) 'X' BRAGS
0 'X' BRACE a CENTER)
(2 'XBRAGE DIVIDED EQUALY FROM GENTER TO END)
eAL ENE) CO55 RC INS 1 FOR
2X4 SECURE TO 2X4 BLK W/2-12d
SECURE T BLK W/ META-16
�2X4X4' SECURE TO TRUSS W/ 3-12d
6'-a' O.C. MAX TYP.
AL
2x4 BLK SECURE THRU TRUSS 111/3-12de
-'PER ENG'D TRUSS 24' O.G. MAX
1' - 0"
2 ' -OII EXTEN51ON OFT SERVICE [�)R.
N.T.S.
METAL LATH
1/16" 05B OR TEXTURED
1/2" PLYWOOD FINISH
W/ I60 FELT
2X6 (GONT.)
2X4 (CONT.)
SIMPSON EXPANSION
HETA-I&
CMU'S
TEXTURED
a
FINISH
TWO 5TOi,1'
(2) 2X4 #2 ND 5YP DIAGONAIL BRACE—
W1 2dEtv R 6ATTRUU$S�( DIAGONAIL BRACE
TO 2X4 BLOCKING FIRST 2 BAYS
(2) ImdNAILSEA FNp
TO TRUSS
2X4 5YP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10"
1/16' 055 SHEATHING:
USE ad NAILS AT
4' o.c. EDGE 4 6' c.c. FIELD
IF SMA41immil
2X4 W/ 3/6" X 5
LAG OR SIMPSON HTC-4 a 32' O.C. MAX.
SHEATHING NAILING TO BE I \\
6"-9' OrC. IN FIELD
4' O.G.eALL EDGES Wad NAILS
1/16" 05k3 OR
1/2" PLYWOOD
W/ 15 FELT 2X6 (CONT.)
2X FLOOR JOIST 2X4 (CONT.)
2" MIN.
OVERLAP CAULK
S IMP50N
META-16 GMU'S
TEXTURED
FINISH
TWO 5TORY
FIRST FLOOR BLOGK
SECOND FLOOR FRAMING
M 15 FELT ON -1116' O_S$.
1/2' CLG. BOARD \
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d im EA. TRUSS
TO DIAAGONNAL ADJACENT
RAGS NT
DSL TOP PLATE
-2X4 STUD 16' O.G. MAX.
2X4 BTM. PLATE
5UB-FLOOR
NAILED
COMMOM
TRUSS 24' 0.0.
INSULATION
R-19 MIN.
HETA-16' FLR J5T TO BLK \—FLR TRUSS
1-+'S REBAR CONT.
0'-0" TO 30'-0" (U 'X' BRACE
30'-1" TO (o0'-0" (3) 'X' BRACE
(I 'X' BRACE to CENTER)
(2 'X' BRACE DIVIDED EQUAL.Y FROM CENTER TO ENE))
A LE ENID CR055 RAC INCT 2 - STORE
BAKERS
CROSSING
LOT #137
PHASE #Or-
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 6/30/03
SCALE: 1/41811-01
SHEET
� 3 of ql-
J
A
w
2 X 4 (MIN 2 X 3J I-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
2X4:
MIN EMBEDMENT 1 1/4') SECURE TO BLOCK
8' FROM EACH END AND 18' W/3/16" TAPCONS OR DRIVE
O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON MIN HEAD SIZE 300
OR DRIVE PIN (MIN SHANK SIZE.145 2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON MIN EMBEDMENT 1 1/4')
MIN HEAD SIZE 3IDID OR DRIVE PIN (MIN SHANK 51ZE.145 WITHIN 8' OF EACH END 4
MIN EMBEDMENT 1 1/4') MIN HEAD SIZE .300 15' O.C. MAX. SPACING.
MIN EMBEDMENT i I/49 2 X 6:
8' FROM EACH END AND IS'
PRECAST HEADER(MIN) 8' FROM EACH END AND IS' SECURE TO BLOCK
O.G. MAX. MIN 1-1/4' EMBEDMENT O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16' TAPCONS OR DRIVE
2 X 6 (MIN 2 X 3) 2-3/16 TAPGON EXISTING BLK ABV. PIN (MIN SHANK SIZE.145
2 X 8 (MIN 2 X 3) 2-3/16 TAPGON MIN HEAD SIZE 300
OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN OR DRIVE PIN (MIN SHANK 51ZE.145 1/4' TEXTURED FIN15H
MIN HEAD SIZE 300 l/8' TEXTURED FIN15H MIN EMBEDMENT I I/4')
MIN EMBEDMENT 1 1/4') 16' HIEGHT. MIN HEAD 51ZE .300 WITHIN 8' OF EACH END 4
8' FROM EACH END AND 16' MIN EMBEDMENT 1 1/4') "I/16' OSB SHEATHING IS" O.C. MAX. SPACING.
O.C. MAX. MIN 1-1/4" 1=MBEDMENT 8' FROM EACH END AND 18' 2 X 4 lro" O.G. MAX.(WHEN OVER 16' IN HIEGHT.)
O.C. MAX. MIN 1-1/4" EMBEDMENT 2 X 4 (WHEN OVER 16" IN HIEGHT.) 2 X 8:
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X SOLID BLK'G m ARCH SECURE t0 BLOCK---1/2' DRYWALL
OR DRIVE PIN (MIN SHANK 51ZE.145 �/16' OSB SHEATHING 1/4' TEMPERED MA50NITE SECURE W/2-12d EACH END W/2-3/16' TAPCONS OR DRIVE 8' CMU .- 1"X4" OR 1'X2' P.T. NAILER
MIN HEAD SIZE 300 GLUE 4 NAIL W/8d'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S SPECS. PIN (MIN SHANK SIZE.145
2X4 BLOCKS MIN HEAD 51ZE 300 -- DOOR CASING
MIN EMBEDMENT 1 1/4') MTL WDW FRAME
8' FROM EACH END AND I8' MIN EMBEDMENT 1 1/40)
D.C. MAX. MIN 1- 1/4' EMBEDMENT CMU WALL WITHIN 8' OF EACH END 4 NOTE:
#NOtE: NO GAP o WDW FRAME SHIM AS NEEDED
4 t0 EXCEED I/4' 18' O.G. MAX. SPACING. DOOR JAMB t0 PLUMB JAMB
ATTACH TO 2 X DO NOT EXECEP 1/4".
�C H � � � � T � 1 L j ` �'j� I 'j� I �- 11 � �� � � � � � � DETAIL
TAjL C U T A � A � tDoopPER MANUFACTOR'S DETAILS.
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRf VE PIN (MIN SHANK 51ZE.145 A PRECAST HEADER(MIN)
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/49 J*NOTE-
BL. TOP PLATE
8' FROM EACH END AND 18" 8' TEXTURED FIN15H
O.C. MAX. MIN 1-1/4" EMBEDMENT MORE THAN SECURE 2 X RfP TO FIT
16" HIEGHT. 6' 058 SHEATHING IX4 P.T. OR 5/4' X 4' MIN.
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON W/2-12dS 6'-8" O.C. MAX
OR DRIVE PIN (MIN SHANK SIZE.145 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) SECURE THUR FRAME AND
EXTEND 1-1/4' INTO BLOCK
MIN HEAP SIZE 300 X 4 (LUHEN OVER lro' IN HIEGHT.)
W/3/ 6 TAPCONS OR DRIVE
MIN EMBEDMENT 1 1/4'J PIN (MIN SHANK SIZE.145
X 80LIIp 13LK'G ARCH
8' FROM EACH ENID AND 18' MIN HEAD SIZE .3IDID
ECURE W/2-126 EACH END I/2" DRYWALL
O.C. MAX. MIN 1-1/4' EMBEDMENT 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/4") I'X4' OR I'X2' P.T. NAILER
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.G. MAX.(WHEN OVER 16" IN HIEGHT.) ATTACHMENT PER MANUFACTOR'S 8PEC'S. REFER t0 MANUFACTURING
OR DRIVE PIN (MIN SHANK 51ZE.145 MTL WDW FRAME DETAILS FOR SPACING. - DOOR CASING
2X4 BLOCKS NO GAP m WDW FRAMEMIN HEAP SIZE 300 NOTE:
MIN EMBEDMENT 1 1/4') — GMU WALL EXCEED 1/4' SHIM AS NEEDED
8' FROM EACH END AND 18" 11 DOOR JAMB TO PLUMB JAMB
O.C. MAX. MIN 1-1/4" EMBEDMENT A I� LU A� D E T A I� C U T A UJA� DO NOT EXEEED 1/4'.
A C�UJA� D T74IL 1(o11 AND U(:E3 [DOCF-, JAME3 TC E5LCC< 3/4 o �/4.
DBL. TOP PLATE
B DBL. TOP PLATE
DBL. TOP PLATE
DBL. TOP PLATE
2X4 16" O.C. MAX.
2X4 16' D.C. MAX.
SECURE 2X4 NN
TO WOOD W/2-12d
II O.G. STAGGERED SECURE 2X4
TO WOOD W/2 -12d g
BT. PLATE O.C. STAGGERED
Bt. PLATE
SECURE 2X4 W/2-3/16' TAPCON5
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAP SIZE 300 SECURE 2X4 W/2-3/16" TAPCONS
MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145
WITHIN 01 OF EACH END NOT TO MIN HEAD SIZE 300
EXCEED 18' O.CMAX. 2X4 50LID BLOCKING MIN EMBEDMENT 1 1/4')
SECURE TO SHEATHING W/ WITHIN 8" OF EACH ENp NOT TO
MIN. 2-12d PER BLK. EA. END 1/2' PLYWOOD EXCEED IS' O.CMAX.
OR 71/16' O.S.B. 2X4 SOLID BLOCKING
SECURE TO SHEATHING W/ 1/2' PLYWOOD
MIN. 2-112d PER BLK. EA. ENp OR 7/16' O.S.B.
EXTERIOfR Af.CkIUUA� W/LUfNDODU
XT 1;Rf 0f;R AfRCHLUA�
BAKERS
_ __
ILOT #137
PHASE #2
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 6/30/03
SCALE: I/41011-01
SHEET
D4OF 4
m