HomeMy WebLinkAbout333 Lusitano Way 03-2809 New SFHPERMIT ADDRESS
CONTRACTOR
ADDRESS D R Horton
6250 Hazeltine Nat'I Dr #102
Orlando, FL 32822
-(407)857-9101 -., __.....
CBC 055300
PHONE NUMBER
PROPERTY OWNER %
FA1117;7�.Y.y
PHONE NUMBER
ELECTRICAL CONTRACTOR(��
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR Vb0---
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
i
V,UBDIVISION',� `.
PERMIT # 3' DATE
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE
s •
p
2.
7f
E�
M
DESIGN CRITERIA:
• FLORIDA BUILDING CODE (FBC) 2001
*OCCUPANCY- IRESIDENTIAL - GROUP R
• CONSTRUCTION TYPE - VI
• 2-STORY RESIDENCE: BLDG HGT 23'-6"
SPECIFIC PARAMETERS FROM :FBC 2001 CH.1606 USED FOR DESIGN INCLUDE:
• SSTD-10
• CONCRETE MASOMRY RESIDENTIAL CONSTRUCTION
• WOOD FRAME CONSTRUCTION MANUAL
• WOOD PRODUCTS PROMOTION COUNCIL
AMERICAN SOCIETY OF CIVIL ENGINEERS
1. ALLOWABLE UNIT STRESS AND D)ESIGN CRITERIA:
A. BUILDING CODE REQUIREMENITS FOR REINFORCED CONCRETE ACI 318
B. FLORIDA BUILDING CODE (F133C) 2001
2. SOIL
A. NET ALLOWABLE SOIL BEARIIWG 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 CIONFORM 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 1OPSF DEAD
FLOORS @ NON -SLEEPING AREA-40PSF LIVE 10PSF DEAD
BALCONIES-40PSF LIVE 1OPSF DEAD
DECKS-40PSF LIVE 10PSF DEAD
STAIRS-40PSF LIVE 1OPSF 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 PRESSUIRE TREATED)
6. TRUSSES
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
FBC 2001 EDITION.
TRUSS MANUFACTURER SHALIL SUBMIT SIGNED AND SEALED DRAWINGS FOR
APPROVAL PRIOR TO FABRICATION.
7. GARAGE DOOR/ WINDOWS/ DOOM
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
Il_NDEX:
PG
C1
COVER PAGE
PG
1
FOUND.ATION/DOWEL PLAN
PG
1A
LINTEL SCHEDULE
PG
1B
WIND LOAD CALCULATIONS
PG
2
1ST FLOOR PLAN
PG
3
2ND FLOOR PLAN
PG
4A
ELEVA`L'ION "A" FRONT/REAR
PG
4B
ELEVAT'ION "B" FRONT/REAR
PG
4C
ELEVAT'ION "C" FRONT/REAR
PG
4D
ELEVATION "D" FRONT/REAR
"A"
PG
5A
ELEVAT'ION LEFT RIGHT
PG
5B
ELEVATION "B" LEFT/RIGHT
PG
5C
ELEVATION "C" LEFT/RIGHT
PG
5D
ELEVATION "D" LEFT/RIGHT
PG
6A
TRUSS PLAN
PG
6B
TRUSS PLAN
PG
6C
TRUSS PLAN
PG
6D
TRUSS PLAN
PG
7
ELECTRICAL PLAN
PG
7A
ELECTRICAL PLAN
PG
7B
OPT COVERED PORCH
y � 2879
9 9
www. drhorton. com
CBC055300
6250 Hazemltincm..C>r1anc1c>,
• • Fax: •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 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
}
'"ItI fr"
IBAKERS
CROSSING
ILOT #135 PHASE #21
DATE: 6/30/03
SCALE. 1/41
mi'-o'
SHEET
C OF
YI 'rsC':
r
Fo 0
EXTEND
SLAP 1 1/2
3 1/2"
D I OPT. -J
31=211
DI
RECESS 3/4" 4
_
-
EXTEND SLAP
1-1/2 " W/OPT
DOOR.
E
EV. "C" 4"D" ONLY
24X24 CONC. PAD
W/ 305's E.W.
= gA
LU D 1
0
a�
ip
Q)
11 8A
D1 D1
"
L.
—I - 4 1/2
� - — — — — — — — — — — — — — — — --
wc;.
I
LAV. I/ TUB
-------------------
/
OOPT. OWNR.'S BATIK
11'-4" �
— -----------------------I— --�
I \
ELEVATION C I77 79 I
T` F.
1/2 "X5" A.B. EXTEND
32"
O.C.—LAP 1 1/2" J
Dl D1 (TYI-)
11
— — — — —-all L
— i I
-31/2"
m 3 1/2" TNK. I
oNC. SLAB I
77 X2 X
CONC. PAD W/
3 #5'5 E.W.
MIN 3" COVER
\ 221-4" /
\ ----------------------
BAKERS
CROSSING
ILOT #135
PHASE #12
MODEL:
99 2 ^ 7 9 - R99
BLOCK
9' 4" BRC.
FOUNDATION
DOWEL
PLAN
DATE: 6/30/03
StCAT: V41•I'-0'
SHEET
1 or 7
7i7='
9r.
A
BAKERS
�ROSISING
LOT #135
CHASE #',<
MODEL:
"287 9- R"
BLOCK
9' 4" BRG.
LINTEL
SCHEDULE
DATE: 6/30/03
SCALE: 1/41011-0'
SHEET
1 A of
BAKERS
�ROSISING
LOT #135
CHASE #',<
MODEL:
"287 9- R"
BLOCK
9' 4" BRG.
LINTEL
SCHEDULE
DATE: 6/30/03
SCALE: 1/41011-0'
SHEET
1 A of
4:
� i y
L
a t
r
1.
'7 B--------------------- 1\
I
I
S
{
O ts
9 '
0
3068 DOOR
W/12 "5L.
54"X24" IF.G. W/
O1/2
RND Af5V.
ELEV. "A,,"
F.C.
O54"X30`
ELEV. "E3"
G
54"X10" P.G.
ELEV. "C:"
46 "X16 "X24" F.G.
O5
ELEV. "D'"
G(2) 25-5H
W/ARCHED TOP
ELEV. "A"
O(2) 26-SH
ELEV 115"VC"
O(2) 25-SH
S W/ -16 "X5"X20"
TRANS A5V.
ELEV_ "D"
\1J
`VINDLOAD CALCULATIONS
22 23
3050-5H 3050-SH
(2) 3050-SH (TEMP.)
W/ARCHED TOP
ELEV. ",4"
G
(2) 3050-SH (TEMP.)
ELEV "5" j"G"
2 O �F 'r
(2) 3050-5H (TEMP.)
W/ l(o"XS"X20"
TRANS A5V.
ELEV. "D"
G
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW SIZE
AND TYPE
ZONE
110 MPH WIND
REMARKS
120 MPH WIND
1
25
3068 DOOR
W/12"5L
4
20.5/ -223
243/ -26.5
2
16
54"X24" F.C. W/
1/2 RND A5V.
4
21.2/ -23.0
ELEV. "A"
25.2/ -21.4
3
11
54"X30" F.C.
4
21.1/ -23.5
ELEV. "S"
25.8/ -25.0
4
4
54"XIO" F.Cz.
4
21.5/ -23.6
ELEV. "C"
25.9/ -20.1
5
1
46"X16"X24"
F.G.
4
2La/ -23.6
ELEV. "D"
25.9/ -20.1
6
34
(2) 25-SH W/
W/ARCHED
TOP
4
20.2/ -26.1
ELEV "A"
24.1/ -31.1
1
38
(2) 26-5H
4
20.0/ -21.5
ELEV.
23.5/ -26.0
8
42
(2) 25-SH W/
12"XVX20"
FCC ASV_
4
19.8/ -21.6
ELEV. "D"
23.6/ -25.5
9
24
35-5H
4
20.6/ -22.4
24.6/ -32.1
10
10
23-5H
4
21.8/ -23.6
25.9/ -20.1
11
54
5068 S.Cx.D.
4
19.4/ -21.1
23.1/ 25.4
12
1-1
25-5H
4
21.1/ -22.9
25.1/ -21.3
13
1�
25-SH
4
21.1/ -22.9
25.1/ -21.3
14
1-f
25-5H
4
21.1/ -22.9
25.1/ -21.3
15
1-I
2 -6 DR
5
21.1/ -28.0
OPT.
25.0/ -33.1
16
1-1
25-SH
4
21.1/ -223
25.1/ -21.3
11
15
2-8 DR
4
21.0/ -22.5
OPT.
24.13/ -2-1.1
18
112
GARAGE
16' X -f'
5
18.3/ -21.1
21.7/ -263
19
32
(2) 3050-5H
W/ARCHED
TOP
4
203/ -22.1
ELEV. "A"
24.1/ -26.3
20
32
(2) 3050-SH
4
20.3/ -22.1
ELEV,
1 " 1 "
5 4G
24.1/ =263
r2l 1
42
(2) 3050-5H
W/-12"XVX20"
FCC ASV.
4
19.8/ -21.6
"
ELEV. "D"
23.(o -25.5
22
16
3050-5H
4
221.2/ -23.0
25.2/ -21.4
23
1(o
305O-5H
4
21.2/ -23.0
25.2/ -21.4
24
16
3050-6H
4
21.2/ -23.0
25.2/ -21.4
25
34
(2)3050-SH
4
20.2/ -22.0
24.0/ -26.2
IBAKERS
CROSSING
ILOT #135
PHASE #erl
MODEL:
99 2879
- R99
BLOCK
9'4"BRG.
L
INDLOAD
CULATIONS
r3DATE:.S+ 6/30/03
CALE: 1/4' a I'-0'
SHEET
OF
•�
2 16'-loll
1
' 4-8"
_
I
PATIO
N
�Q
O KITCHEN
FAMILY
N ROOM
Q VAULTED GLG. cs�
_ (CARPET)
Q
Q �
m
O KITCHEN
�•zaz•�
I
O HALF BATH
MIRROR
0
N FIDE][]
® OWNERS BATH
KITCHEN
5EYOND
�9
O ARCHWAY
01
M - I - 11
O OPT. OWNER'S BATH
m
J
31_611
8'-4" NIGH
WALL
2'-6" DEEP
13' -4" 1 19' - loll
CONC. PAD W/
DOOR OPTION
>
25-SH
EGRESS
25-SH
NCAcc. OWNER'S °
BATH
b-
b" KNEE WALL
OWNER'S
SUITE
°
8'-011
(CARPET)
II
II SITTING
V-ro" CLG. (s)
0_11 II 14'-0" (CARPET)
II
oPT. W.Lc. „
do
ENTRY 3'-0" 2 .
391
PLANT SHELF
I
OPENING
a'- 0 °
A.F.F.
— —
r—
QI
"
1/2
BATH
Wc.
�
—
-
J
J
KITCHEN
d
,
_
-
—
VAULTED CLG.
m
®
? 2 oPT.
'�
W.I. C
a
—
iR/1sH
N
0
.
I
Q
cv
®
ISLAND
I �
cv
cv
_ I
<t-
—1
m
,1
1 �'
I
D
d�PT.
I l OPT. I
D
GARPETC-s.
`�
10'-10"
6 -D
3 —6
3 -8
J
I W.Al
I I p• I�
I
�1—
1/2 WALL
W/
I I
O PT.
L—
J L-- J
RAN
E — —
OPT
_ \
RAIL. ABV.
`�
LAUN .
REF.
I— — —
I
«�
-'
O O
N
T
cLG
1R/ISN
8
,`4iCOND�
WALLGH
m
DINING
z
ROOM
—
VAULTED GLG.
-
oo 0
I i�
(CARPET)
-
�
a
SHELF
cs�
'
GARAGE
�,
cv
JL
,
0
LIVING \ = Q a 0 -
`" ROOM a I _
VAULTED CLG.
(CARPET) / z
FOYER
3-ELAVATION OPTIONS.
SEE DESCRIPTION
I
0
O
FOR WIN. TYPES.
I 0
() 00 uj
<t
(TEMP. MT.
X U- In�,
---
x
t
W/12 Sfp LITE
16'-0" X 7'-0" O.N.
------
— — — — — — — — — — — —
/
AR ED t P
W
8ll
(2) 25-SH i
7'-4"
6'-D"
5'-8"
16'_0
ELEVATION-5-C
(2) 26-SH
ELE A
ON-D
SH
l W/ -16" X a" X 20" I
40'-0"
TRANS ABV. ,
IST. FLOOR PLAN
m
SQ.FT. CALC.'S
LIVING (15T.)
1=100
50.
FT,
LIVING C2NDJ
1164
60.
FT.
TOT. LIVING
2012
SQ.
FT.
GARAGE
401
S0.
FT.
ENTRY
21
SQ.
FT.
1=ATIO
54
SQ.
FT.
TOTAL
3340
SQ.
FT.
OPT. LANAI
120
50.
FT.
EXTERIOR MASONRY
WALL 5RCz. HEIGHTS
�♦111�1���1�
FLR JST OR 2 X 12 -�
<r 2 X 4 RE-INFORCING
EA. 2 X 12 STRINGER
SERCURE W/12d 6"-8" O.C.
21-411
P,
cn cn 25-SH c0
055- Wc.
IN 2-4 m
PKT.
5'-10" 4 oil
7 =
OPT. OWNR.'S BATH
FLOOR PLAN
--------------
le
I
0 I
TEMP. MT.
(2) 26 -SH W/12" Slp LITE ---
3'-4" 2'_5"
6 X6 POST
WRAPED W/ 2X4 3"
4 STUCCO a BASE I
(3)-TYP. ®-
SEE ELEV. "C" AL
22'=4'
ELEVATION 99C99
(2) 3/4" PLYWOOD RIPS
--(IF NEEDED FOR
SOLID NAILING)
KICK PLATE
1 1/4" TREAD
GLUED & NAILED.
15R -a -1.4"
14T 'm 10"
(3) 2 X 12 SYP STRINGERS J
2 X 4 PLATE
STAIR DETAIL
BAKERS
;ROSSING
LOT #135
'HASE #09-
MODEL:
BLOCK
9' `1C-" B R G .
I S T. FLR
PLAN
DATE: 6/30/03
SCAT: V4'=I'-0'
SHEET
2 of 7
A
G
n HALL BATH
0
0000
g HALL BATH
O ARCHWAY
�_-- ---—0----------------------- —�I
I
u
:�F' V's�'
=I
i DI CIDOPTIONAL
^I BDRM.#5 j
(CARPET)
2'-10"
I I
I I �
I I�
II
II
=L
I
(2) 30�6�4(TEMFJ
\ i
—— — — — — — — — — — — — 10'-0" 10'-0"
I I
I
20'-0"
I
23'-2"
(: )OPT. BDRM. # 5
�--
g HALL BATH
O ARCHWAY
�_-- ---—0----------------------- —�I
I
u
:�F' V's�'
=I
i DI CIDOPTIONAL
^I BDRM.#5 j
(CARPET)
2'-10"
I I
I I �
I I�
II
II
=L
I
(2) 30�6�4(TEMFJ
\ i
—— — — — — — — — — — — — 10'-0" 10'-0"
I I
I
20'-0"
I
23'-2"
(: )OPT. BDRM. # 5
�--
--------
�---�
I
�
SECURE �1/2 WALL
�
l2(IF R RIPS
b
I
42" 1/2 WALL
NEEDEDO
I
SOLID NAILING)
W/6" WALLCAP
o o
I
3/4" KICK PLATE
o
ELEV. ALB:
FOR JST OR 2 X 12
11 1/4" TREAD
4X4 POST TO 44"HIGH
I
CLUED 4 NAILED.
I
-
ELEV. C4D:
3 -6
2 -1V I
(
4X4 POST TO 2X12 >3M.
BT 6 -a
2 X 4 RE-INFORCING
15R �.4"
— — — —
I
EA. 2 X 12 STRINGER
14T 111.
— —
SERCURE W/12d 6"-a" O.C.
UGD
I
ELEV.
—
— —
(2) 3050-5H P.)
W/ARCHEID P
I
ELEV. "B4C
3'-2"
6'a4"
I
(2) 3050-SH (TEMP
I
(3) 2 X 12 Sl"P STRINGERS
2 X 4 PLATE
'� "
SN
I
(��TEMP.)
(2) 305�
W/-16 "Xa"X20" TRANS. ABV.
STAIR
DETAIL
\_____-__-_-__-___
Q.Q..
Ini_���
O OPT. BDRM. & BATH
ELEVATION "C" WINDOW LOCATIONS
2ND. FLOOR PLAN
BAKERS
CROSSING
ILOT #135 I�HASE #21
MODEL:
"2879—R"
BLOCK
9'4"HRG.
2 ND FLR
PLAN
DATE: 6/30/03
ScAT: 1/42=1'-08
SKEET
3 or 7
I
23'-�" BLDC�. NCxT.
REVEAL
LAP SIpINC�
,I
12
ro
9'-O"
BRCS.
16" SHUTTER
FIN. FOR.
PRE-ENG'D
GABLE
116' TEXTURED
FINISH
GALV. L-FLASHING
1/21x8' A.O. 3Z' O.C.
2X6 LEDGER W/
(2) L550
2x4 LEDGER s Otlll/
9'-0.
Idw
(Z)
N 415
ASPHALT SHINGLES ON �5 FELT IZ
B' LINTEL BLOCK
ON l/I6' 098 BREATHING 6
W/ (1)'5 CONT.
ON GOVT. FRAME 7RI185
Idw
PRE-ENGINNERED
TIQiJ88 2X4 LEDGER W/
1/2'x&' A.O. 32' O.C.
SET IN W/ SIMPSON HIGH
STRENGTH EXPDXY
6' MIN EMEsED.
6" REVEAL
LAP SIDING
.w.._rlll �1�
in
Mrs,
12
OA S. G. D. @) GABLE
N.T.S.
FIN. FLR.
V_oil
114-1
BRCx. If
0'—S0"
FIN. FLR.
L--J
CRICKETMEN
�I�IIII i
_ mm7mm
17'-4"
`Q 1'-O°
c�
RAISEp 9'-4"
BANDS FIN. FLR.
r6 2ND FLR.
_ S' -O�
BRCx.
F —F—F—F—F—F—F—
I— I— I— F-
--j
P'IZONrd' liLliVATION
OFF RIDGE VENT
6 1-i'-411
IV
URG.
A
Q 1_011
BRCS.
21-011
(TEXTURED
c� FINISH
OPT. -�
BOOR �
0'-0"
- - - - - FIN. FLR.
REAR ELEVATION 4
'7 B
BAKERS
CROSSING
ILOT #135 I
PHASE #2
MODEL:
"2879-R"
BLOCK
9' 4)9 BRG.
ELEVATION
>> C ))
DATE: 6/30/03
SCALE: 1914-011'
SHEET
4 C or 7
9'-4"
FIN. FLR.
2ND FUR. E
F3RCx. `�
0'-0" FIN. FLR.
O'_O"
F—,NO'
N. --OR"
—
RIGHT ELEVA'PION
am
LEFT ELEVATION
I1' -4"
BRCS.
9'-4"
FIN. FLR.
2Np FUR.
BRCS.
0'-0"
FIN. FLR.
i _ I
BAKERS
CROSSING
ILOT #135 PHASE #21
MODEL
)) Fps 8 7 9 - R' 5
BLOCK
9' 4" BRG.
ELEVATION
77 C"
(-DATE: 6/30/03
SCALE: I/4'■1'-0'
SHEET
5 C or 7
c
z�
.r
�r
7
■
FLOOR FRAMING PLAN
NOTE:
* FLOOR JOIST TO BLK. SIMPSON
HET4-16 Q END 8 EVERY 32" O.C.
ON PARALLEL FLOOR JOIST.
II II II II II II
= MI II II M
c1 �
LI s L
CI = II II II II II II =
KI K
CI
AIA
C1
A9A — -
-—
AIIA
CI— — — — -
-
A
A
C1
A —
C1
1AA9;ES 1 —
C1
A
C1
A
TRUSS TOC4X4 POST (2XITS-12 QL A
POST TO SLAB LTT-19B Q
xilL
TRUSS TO 6X4 POST (2)HT5-20 — — — Q — A —
POST TO SLAB LTT-19B
C2 A
2ND FL POST TO HEADER
(2," 1TS-12
C2
BM. TC,23LK. C7 Al
HUGHES NFM 35X12 AG
CG M
vj� J3 C I S3
M
2X12 5 1.
Bl"I. TO POST k 4A-ISTA-24 BM. TO POST (2)I" ISTA-24
POST TO SLAB ABU-Io(v POST TO SLAB ABU-ro(o
TRUSS PLAN
BM. TO BLK.
NUGHES NFM 35X12
NOTE:
'CONNECTORS TO BE SIMPSON U.N.O.
*TRUSS HANGERS TO BE SUPPLIED 4
ENG'D. BY TRUSS CO.
*TRUSS TO BLK META-Iro
*TRUSS TO WOOF-)MTS-12
2X4 COLLAR TIE
EVER"' OTHER RAFTER
2X RAFTER
2-12d EVERY TRUSS /
1X& NAILER-7
PRE-£NCs'D. i
81M
M'
2-P
2X12
l2 MSTA
6xb PC
2X RIDGE
} OL
0�
00
m�
1/16" O.S.B. -j 1X& NAILER �-
OR 1/2" PLY. 2-126 EVER"' TRUSS
CONY. FRAMING DETAIL/VALLEY
D 16 I,O.G.
6
ALL
KNEE WALL DETAIL@ENTRY
5/8' x T
ANCHOR BOLT SIMON PS
24'x24'x12' ABU 66 CONC. 1/2' NC. SLAB
CONC. PAD
W/3 "'1U
ON CHAIRS
MIN. 3' COVER
ENTRY COLUMN DETAIL
� HIP DETAIL
BAKERS
CROSSING
ILOT #135 PHASE #21
MODEL:
79 2 8 7 9 - R99
BLOCK
9 9 4" B RG-.
TRUSS
FRAMING
]PLAN- AS
DATE: 6/30/03
SCAT : 1/4'=1'-®'
SHEET
6 C OF' 7
4 .
Y
a
{
r.
„`
t`
7
7 — —
r-----I
I
11 �
LIGHT 4 SWITCH
W/ OPT. DOOR
w
lU
F_
W
Y_
COACH
LIGHT
ELECTRICAL LEGEND
SYM501-
DEFINITION
NOTES
SYMBOL
DEFINITION
NOTES
IIOV OUTLET
4' LIGHT STRIP
IIOV OUTLET
1/2 OF OUTLET
WIRED TO
SWITCH
FLOURECENT
LIGHT
WRAP AROUND
_
2' FLOURECENT
CxFI
IIOV OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
_ _ _ _
4' FLOURECENT
220V OUTLET
®
PANEL
WP
GFI
EXTERIOR
WATERPROOF
OUTLET
METER
S.D.
SMOKE
DETECTOR
BATT. BACK-UP
IRE
W/ NTDR-
EE
CONNECTED
SWITCH
PENDANT
LIGHT
�g
SWITCH
3-WAY OPER.
�
SWITCH
4-WAY OPER
®
TELEPHONE
JACK
WALL
MOUNTED LIGH
4/C
AIR COND.
DI5CONNECT
Fw: H
WATER HEATER
DISCONNECT
CEILING LIGHT
TV
TELEVISION
JACK
�- 1
VP
VAPOR PRO
L IGHT
CEILING
FAN/LIGHT
CE L NG BOX
REQUIRED TO
BE SUPPORTED
IN ACCORDANCE
W/ BOX MARKED
AS UCH R
INSPECTION
RECESSED
CAN
PENT. FAN
MIN. 1 CFM
PER SQ. FT.
FLOOD
LIGHT
VENT. FAN
W/LIGHT
MIN. 1 CFM
PER 50. FT.
INTERCOM
SPEAKER
2' LIGHT STRIP
200 AMP
METER BASE A METER
MAIN DISCONNECT COMBO
SQUARE D
200
AMP.
MAIN
DISC.
SERVICE BY
POWER CO.
LIGHT 4 SWI-FCH
W/ OPT. DOR
i
QPT..OWNR..'S BATH
ELECTRICAL PLAN
/0 ALU. CABLE
tYA/C
P. DISC.
200 AMP '1 " I \
INSIDE \
nPT
PANEL 012 COPPER TO^ 31' VTR
04 COPPER TO 5/8' GROUND ROD
ALSO SERVICE TO BE BONDED TO FOG
ELECT Rf CAS. FI
NOTE -
ELECTRICAL MATERIALS AND INSTALLATION:
COMPLY LU/ APPLICABLE PROVISIONS OF TH
ELEC. CODE, LOCAL CODES, AND THE LOCH
2°
lowl�we�i[�a■��c
LOG. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
'SHOMEOWNER PRECONSTRUCTION MEETING
NOTE-
-ALL RECEPTAGLE5 IN SLEEPING ROOMS
TO BE ARC FAULT.(NEC 210-12)
NOTE:
"20 AMP DEDICATED LAUNDRY CIRCUIT.
TO
MAIN
P L U Ml3ING>• RISER DIAGRAM
ITCHEN
INK W/
ro VENT
BAKERS
CROSSING
LOT #135 I
PHASE #2
MODEL:
"2879- R"
BLOCK
^' `I "13RG.
1st FLOOR
ELECTRIC
DATE: 6/30/03
SCALE: j 410-01
:SHEET
7 OF 7
1
e
fd
f' k
�t
s;
a
I�
Y
�a
�4
�, ry
i'
k
ELECTRICAL
LEGEND
S'T' 50L
DEFINITION
NOTES
SYM50L
EFINITION
MOTES
IIfOV OUTLET
I
4' LIGHT STRIP
=
1/2 OF OUTLET
FLOURECENT
(�/fILJj■
IImV OUTLET
WIRED TO
LIGHT
WRAP AROUND
SWITCH
E=IPED WITH
_
2' FLOURECENT
I UOV OUTLET
GROUND FAULT
CzFI
INTERUPTER
_ _ _ _
f
nln
�fJJ
220V OUTLET
4' FLOURECENT
®
PANEL
— — — — — — — — — — — — —_
_— — — —
— — — — — — — — — — —
WP.
METER
EXTERIOR
\
CFI
WATERPROOF
I
II
OUTLET
SMOKE
BATT. BACK-UP
I
SWITCH
OS.U.
DETECTOR
IRE
W/ INTEEDR-
I
I
CONNECTEDI
I
SWITCH
3-WAY OPER.
PENDANT
LIGHT
I
�
I
4 4
SWITCH
4-WAY OPER
®
TELEPHONE
JACK
_
_-----__
I
__ \� OPTIONAL
�� BDRM. 5
I
(�
WALL
AIR CONp.
#
I
YMOUNTED
LIGH
A/G
DISCONNECT
O
I
WATER HEATER
CEILING LIGHT
WH
DISCONNECT
TELEVISION
VAPOR PRO
TY
JACK
CEILING BOX
1/P
L IGHT
D TO
RECESSED
CEILING
BE aUPPORtED
FANLIGHT
IN CC MARKED
MIN. 1 GFM
AS SUCH FOR
INSPECTION
VENT. FAN
PER SQ. FT.
FLOOD
VENT. FAN
MIN. 1 GFM
LIGHT
I
W/LIGHT
PER SQ. FT.
I
\---------------� I
INTERCOM
I
I
I
2'LIGHTSTRIP
SPEAKER
I
l 1
\-----------------------------------�
(i) OPT. BD.RM. # 5
(: )OPT. BDRM. & BATH
ELECTRICAL PLAN
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO 5E VERIFIED
OHOMEOWNER PRECONSTRUCTION MEETING
NOTE:
,,ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARC FAULT.(NEC 210-12)
BAKERS
;BOSSING
LOT #135
PHASE #2
MODEL:
"2879— R >>
BLOCK
9' 4" BRG.
2nd FLOOR
ELECTRIC
(DATE: 6/30/03
SCALE:
SHEET
7 AOF 7
i
I
1/2 " X 9" A.5. 32 " O.C. (o"X(o' #10 W.W.M. EMBEDMENT MIN. roll EMBEDMENT 1/2" XQ `
N 4 WHEN UPLIFT FROM ROOF ANCHOR BOLTS AT 3' O.C.
211 A5 V. CONC.
CONC. SLAB ,I 6°Xr #10 W.W.M. 4"
(2) CONT. KEBABS 2 #5'S CONT. 4 4 - 8
TT
(x 1'-0" m 1I
w CONC. SLAB7?ZI ? L `�
' ,{II 11-QII �II _�
mo 3 #5'S CONT. GJ _ m TNICKNDC��
_ 1�1 2-#5'S ON CHAIRS GARAGE CURB STOP
&LE3L�_<
. WALL SECTION INTERIOR SEARING I.UALL INTERIOR SEARING WALL 2-STOR�1
(2A
SINGLE STORY NOTE: FOR FLOOR BEARING WALLS NOTE: FOR FLOOR BEARING WALLS
p0 NOT INSTALL CONNECTORS. I,000D FRAME FOOTING
CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS.
IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE
15 UPLIFT ON WALL
33 1/2" HEAD OF GARAGE
3 1/2" � HEAD OF GARAGE �--#5 DOWEL BAR(ONE SIDE #5 DOWEL BARS #5 DOWEL BARS
l VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES 7 5/8"
OVARIES WITH SLOPE) % DIM VARIES
S' ANCHOR BOLTS AT 3' O.G. 9" ANCHOR BOLTS AT 3' O.C. 1 5/0" CURB II 6 "xro° #10 W.W.M. 1 5/01 CURB II ro°XCl" #10 W.W.M. CURB II ro"Xro" #10 W.W.M. (3) # 5 RODS EA. WAY ON 8" CMU
ONLY IF UPLIFT ON WALL MIN # � EMBEDMENT II CHAIRS (MIN. 3" COVER)
MIN KJ" EMBEDMENT X6 10 W.W.M. EXTEND 1 1/2" r
(o "xKJ ° #10 W.W.M. RECESS /2 °'���' II w > II _ 4
II
I� _ GRADE SLIDING DOOR TRACK
H~ m y o� 2-#5'S ON CHAIRS m U o� (3-5'5 W/2-STORY) m
Q ° °�° 2-#5'S ON CHAIRS 1'-4° m SLOPE GONG.
° ° m SINGLE (3-5'S W/2-STORY) - SING 21_01 TO FRONT(1/4"-1/2")
1'-8" 3 S15 ON CHAIRS STORY STORY
2 #5'S ON CHAIRS-all11-811 1 1/2
TWO 9 TWO 1/2
INSIDE FTG. AT GARAGE STEP-UP STORY STORY
INSIDE FTC. AT GARAGE STEP-UP 2 -STORY BEARING WALL GARAGE SERVICE/POOL 24"X24' EXT. PAD
1-STORY BEARING WALL DOOR RECESS 8 CAi�AC-cE CURB 8 CARACE GUR3 �� SLAB AT SL. CzLASS DOOR
CONC. SLAB OVER CLEAN, 05 R-15AR SET IN 2000
IL
COMPACT TERMITE TREATED PSI EPDXY 25" MIN. ABV. TOP CORD BLOCKING AT 4'
L, (o MIL. VIS. VAPOR I SLAB/(o" MIN. EMBEDMENT O.G. MAX. IN FIRST 2 FRAMING
GARAGE SLABcli
z 6"X6' #10 W.W.M. ,
II 6 "X6 #10 W.W.M. SPACES AT EACH END.
= RAFTER OR TRUSS
m p NAILING SCHEDULE ALL_ NOTES IN REFERENCE
ROOF SHEATHING LAYOUT VROOF SHEATHING V ROOF DIAPHRAM TO ELORIE:>A BUILCDING
��
CURES WAL VCONC_ DRIVEWAY
BEYOUND
-
II
II {
L�
o o 3 #5's CONT.
I'_8 I 3" MIN. COVER
' o
TYP. RETROFIT FOR ALL
l I� OMITTED FOUNDATION DOWELS
AND ENDWALL 5RAGING
FOR GABLE END FRAMING
_Q
V
z
Q
USE 1/16'O.6.B.OR1/2'PL.YWIT1405GLNNAILS AT4'OZ. AT CODE 2001
SUPPORTED
PoPORTEATE SUPPORTS. ALSO BEE DETAILS AT 6' O.C. AT
ROOF SHEATHRJG TO GABLE END FRAME
AIWINGTONABI-EENOF
EXTERIOR SHEATHNG SITE PLAN NOTES
= USE 1/16' 0.5.5. OR 1/2' PLY WITH IS GIAI NAILS AT 6' O.C. AT
V V �PANEL SIDES AND 'B GLN NAILS 4' O.C. TOP 4 BOTTOM
LLl PANEL AND '8 GUN NAILS AT 6' OZ. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE
GARAGE DOOR BUILDING LENGTH NTESMEDIATE SUPPORTS. ALSO BEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING 15 NOT INTENDED TO BE
OPENING ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRICTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION
ABV. I05' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
2-STORY FOOTING
1 1 j NAIL REQUIREMENTS OF FINISH FLOOR SLAB WITH SIGNED AND.BEALED SURVEY.
SIZE
HEAD
LENGHT
DIA.
TENSIL 8TR
3) L01 Q KAINAGE BHALL CONFORM TO ALL. LOCAL- CODES, REGULATIONS
AND RESTRICTfoNS HAYING JURISDICTION.
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY 5WALE8
�� OR OTHER SYSTEMS TO AN OFF -BITE DRAINAGE FACILITY.
8d
ROUND,moDIFIED
OR T
I V8'
.5I101D00
iOd
2 I/8'
1Z8
Il0jd00
- - -• ,..rl.Ywrl �I�V IIV�I�rI IvlLGRI Ill 1, F11.... VI"INLL WIVrVry-I IV 4.Wf'�L.
#ad GUN NAILS 0 4 " O.C. $ NOTE: NAILS TO BE MIFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JUR6DICTIONB AND
TOP BOTTOM EDGES ad GUN NAIL STAPLENA(L 14 TOOL ASSOCIATION AS SELECTED BY BUILDER
POURED LENTIL
II II II roll O.C. IN FIELD GENERAL NOTES 6)SP�IING POOL, DSEPARATE YSPA,
BYENGINE ADS OPDRAWWORK Is05BE
oO ,' CONT. (TYP) II II 1L1 I. DESIGN AND LOADING
'tt A. ALLOWABLE UNIT STRESS AND DESING CRITERIA:
. Ca II II II I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 PLUMBING NOTES
2X WALL FRAMING 2. FLORIDA BufLPING CODE 2001
C 3) 1/2 "X�" ANCIHOR BOLTS TO BE II II I Lu -1 -fLa
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) I) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
OUTSIDE BAR 'tt _ L v, 4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL.
D EXP05UIRE '5'
a" CMU FILLED \ OI' (3) 1/2'X8" J -BOLTS REBAR II II Q z U ro.�IN?RNAL PRESSURE CO -EFFICIENT +IS tNRu -18 2) WATER LINES SHALL BE CPVC.
CELL CTYP.) p -`�' MIN. ro' EMiEDMENT Z 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
> II II II CONTINUOUS z @ z Z :_3 O A NET ALLOWABLE SOIL BLEARING PRESSURE USED IN DESIGN 2000 P51 FOR (SCHEDULE 40), INSULATED WITH I/Z' AMAFLEX
W/ 2 "X2'Xi/& WASHER AND = _ _ _ _ CONTINUOUS WALL FOOTINGS.
NUT SPACED EVENLY FROM - .ktt 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
EXT. FRAME WALL TO _ _ _ ,y} I ` v 3. CONCRETE AND RW WORK
SING
FLOOR TO BOND BEAM. SET v U # @ A. ALL CONCRETE WORK SMALL BE IN ACCORDANCE WITH ACI 31. AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
BLOCK WALL CONNECTION O C#0 O L� j� j�I SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
,C� IN JOINTS PRIOR TO FILLING. TT'F. EXTERIOR SHEATH I� `LG B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500
_ -I I I1vf w I -I I r' I I PSI IN 28 DAYS 6) HOSE SIBS TO BE PROVIDED WITH BACKFLOW PREVENTS .
# �Q A I "�'ACt�tl IEI�I I FOR ROO SHEATHING C. RE[WORCING BARS SHALL CONFORM TO A51M A615 A616 OR roll, GRADE 40
(SLEEVED ANCHOR IN SOLID 4. DESIGN LOADS 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
POUR ACCEPTABLE RETROFIT) 25" MIN. LAP @ @ EXCEED 4-0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA
NOT E ; A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER I6
TYP. REBAR LAP �� WHEN
I'I I * I }.,.� ROOF LIVE LOADS of 20 P&F 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
CORNERS WHE1 �l �LUED TO ROOF I IEME3ER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
GROUTED (011- gII @ EDGE& 4 10"-12" IN FE I LD 5. LUMBER 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
BOND BEAM 2 -#5'& REBAR e I STORY A. ALL &TRUCTUAL LUMBER: SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SPF. BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
(ALL LUMBER EXPOSED TO WEATHER OR AGAINST BOIL, CONCRETE OR MA50MARY SEPARAt1=LY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.
T I E TO HORZ. BARS 3 - #5's REBAR 'B 2 STORY SHALL BE PRESSURE TREATED) PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT'
6. TRISSE& RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
a" MIN. EMBEDMENT ' } T�I'P. EXTERIOR SHEATHING ATTACHMENT A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 10) ALL CLEANOUTS FLUSH WITH GRADE.
r \ O FOR SHEAR I� AND UPLIFT FLORIDA BUILDING CODE 2001
L `J H L TRUSS MANUFACTURER SMALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 11) NO VENT STACKS SHALL PA55 THROUGH ROOF CRICKETS, VALLEYS,
00.5.5. TO 5E STRUCTURAL GRADE) PRIOR TOFABRICATIONL RIDGES.
HORZ. REINFORCING VERT. RE INF. 1. GARAGE DOOR 12) SIZE AND LOCATION OF CLEANOUT5 SHALL CONFORM TO FLORIDA
" HOOK r CONNECTORS FROM PLATE TO STUD TO PLATE A. ENGINEERED FOR 120 MIPH WIND 63 SEC, GUST. PLUMBING CODE CURRENT EDITION.
IN GROUTED B. DETAIL TO BE SUPPLIEID BY GARAGE POOR SUPPLIER
DELL ARE NOT REQUIRED EXCEPT AT OPENINGS C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY VZE6 SHALL CONFORM t0 FLORIDA BUILDING CODE
a. ASPHALT SHINGLES 2001.
#ad GUN NAILS A. ROOFING TO COMPLY WI/ FLORIDA BUILDING CODE 2001
B. SHINGLE STANDARD A5TM D-225, UNDERLAYMENT TO BE A5TM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
ARAC D O O f N O M A f O N 12" O.G. IN FIELD FO U IW 1DATI O N NOTES 150 ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE
GL.EANOUTREQ'D � I. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARING
BLOCK NOTES
4 N •, " a FOR GROUT LIFT Q PRESSURE. I. CONCRETE MASONRY UNITS BHALL BE HOLLOW CORE OR 501-IP UNIT
'4 ' ' ` ' - I U 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND MASONARY IN ACCORDANCE WITH A6TM C90 AND CI45 AND SHALL
_d-r > 5 FT. UNLESS ° ` POURED LENTIL SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVE A NET AREA COMMPRESSIVE 67RENGHT OF 1900 PSI.
MORTAR
HORZ. RE INFORGING Z (K FOOTING DUJL IS CONT• (TYP) Z �! TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210.
,e METAL ACCESSORIES
�p HOOK F NOT REO D, Z 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
i = AGGREGATE FOLLOWING:
ND I ONTA /VE TICAL REINFORCING mA. ASTM R IZ L R U '',� `� � SIDES �Q 4. ALL SLABS SHALL BE MIN. 3 I/2' THICK CONCRETE OVER 6 MIL VAPOR B. ASTMA36 FOR JOINT
AND BHNTDBAR ANCHORS.
PRE -CAST NOR. 2X(o GARAGE DOOR BUCK W/ BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. c. AS A366 FOR SHEET METAL ANcHoRS AND TIES.
(3) 1/2 "XS" ANCHOR BOLTS # @ 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
Ol'b, Or (3) 1/2 "X8" J-BOLTS T�1'P. 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'. TIE VERT. DOWELS TO BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
REQUIREMENTS OF A6TM A'10.
6" EMBEDMENT MIN. ATTACHMENT TO FLOOR JOIST HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. MASONRY WORK, GENERAL:
, R.',a W/ 2'X2 "X1/8 WASHER AND 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD I. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
a" CMU FILLED
�- NUT SPACED EVENLY FROM EA. SHEET TO ESE GLUED AT ALL FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' FULL WIDTH OF FACE &HELLS. 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.
EXPOSED JOIST 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK
7. 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
1-2X� PT LOCK CENTER OF PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O_C.
8. FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY, REINFORCING STEEL, GENERAL:
DOOR HEADER WK I) 30-5 REBAR 2-8TORY. OUTER BAR MUST BE CONTINUOUS AROUND 1. REINFORCING STEEL SHALL BE No. 5 BARS.
(1) 1/2 "XS" ANCHOR BOLTS CORNERS. USE COMER BARS OR BEND REBAR. LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED.
Or C 1) 1/2 "X8" J -BOLTS MINIMUM OF 25. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 251.
4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH ASTM A615, A616, A611, OR A106.
EMBEDMENT FINISH GRADE
W/ 2'X2 "X1/S WASHER AND NUT 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE
BAKERS
CROSSING
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 6/30/03
SCALE: 1/41=1'-0'
SHEET
Di or 4
d
0
2X4 SUB -BAND
CHASE CxROVES,WAVERLEE WOODS 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND
FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVESWAVERLEE WOODS
2X6 FEILD STREAM
SUB -BAND a FEILD STREAM FOR CONNECTOR) 2"X4" BLOCKING
LAKE KEHOE,CYPRESS HEAD 2X6 SUB -BAND @ 2X6 SUB -BAND FIRST TWO BAYS
LAKE KEHOE,CYPRESS HEAP 4'-m" O.C. MAX METAL LATH
ALOMA WOASPHALT SHINGLES
WOODS ALOMA WOODS LAKE IGENOE,CYPRESS HEAD --•r---ROOF TRUSSES O
WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS WRAPPE OODFINISHED FASCIA
OVER 6 FELT OVER 1/16 085 OR -1/0" TEXTURED
ASPHALT SHINGLES. WRAPPED/ALUM FINISHED FASCIA 24" O.C.
OVER 4*15 FELT R-19 INSULATION METAL DRIP EDGE 1/16" OSB SHEATHING 1/2" PLYWOOD FINISH
-1/1(o" OSB. SHEATHING FIBERGLASS SHINGLES __ R-19 INSULATION OR 1/2" PLY. W/ 15# FELT
OR 1/2" PLY. ON #15 FELT OVER-(/16 OSB. SHEATH NG I
HURRICANE STRAPS 3/4' T 4 G PLYWOOD 2X4(CONT.)
CSEE TRUSS PLAN METAL DRIP EDGE SEE TRUSS ENG. -_ - ROOF TRUSSES TO BE GLUED
FOR CONNECTOR) 1/2" CLG. BOARD 4 TEXT. FOR PROPER 2 4 " O.C. 4 NAILED
011- CLA2X4 SPF STIFFBAGK AT
2X4 DOUBLE PLATE (TYP.)
METAL DRIP EDGE LL UPRIGHTS OVER 4'-10° BRACING HETA-16
ALUM. FINISHED VENTED SOFFIT EMBEDDED
Q (15 CONT.
1X2 FURR SCRIPS SEE TRUSS PLAN FOR CONNECTOR
SILL ENG. GABLE TRUSS LINTEL STRAP
ALUM. FINISHED VENTED SOFFIT 1/2" CLG 5OARp 4 TEXT. -1/5' TEXTURED FINISH
8" LINTEL BLOCK FILLED ° 1/2" DRYWALL " ALUM. WINDOW
SEE FLR✓ELEV FOR DES. WOOD BASE (TYP.) OVER #15 FELT OVER R-19 INSULATION
PRE -CAST LINTEL
-1/8 TEXTURED FINISH ON -i/16 O.S.B. SHEATHING CMU'S TEXTURED
FELT BARRIER OVER 3/4" t 4 G PLYWOOD GLUED 4 NAILED OR I/2" PLY. FINISH
ALUM. WINDOW 1/16" OSB SHEATHING OR 1/2" PLY.
SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" `C�
FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE 2X4 RE-FORCEMENT (CONT.) PRE -CAST SILL SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARD 4 TEXT. TWO STO��
1/2' DRYWALL FOR JOIST TYPE SIMPSON HTC-4 32' O.C. MAX.
2X4 DOUBLE PLATE (TYP.)
2X4 NAILER (CONT.) OR M5TA-24 24" O.C. MAX �-� 8" CMU R-4.2 INSULATION O (1)05 CONT. FOR NDR TRUSS
AN
1X2 P.T. FURRING STRIPS HETA'-16 ® 1X2 FURRING STRIPS BAND DETAIL
FLR JST TO BLK
ALUM. WINDOW
TEXTURED FINISH 1/4" WOOD BASE SEE FLR./ELEV FOR DES. SILL
8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL 34
PRE -CAST LINTEL
1/1rv" 065 SHEATHING WOOD BASE (TYP.)
0 OR IFS FLYT BARRIER
ctJ
z �-6 "X6" #10 W.W.M. ALUM. WINDOW FLOOR JOIST/ PRE -FAB TRUSS
OR FIBER MESH SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT.
REINFORCEMENT SEE FRAME PLANS SF-4 32" O.C. STUD] 2X4 DBL. TOP PLATE
PRE -CAST SILL CON(. SLAB OVER CLEAN, FOR JOIST TYPE
HETA-16"� 32" O. G. MAX 1/2" CLG. BOARD 4 TEXT 1/2" DRYWALL
z 8" CMU SOILOVERTREATED
O Cli#5 CONT.
2 #5 CONT. 8 LINTEL BLOCK 2X4 WOOD STUDS
BARRIER,W/6X6 #I® WWM (FILLED) 1X2 FURRING STRIPS 2X4 CONT. STRESS
m 16 O.C.
TEXTURED FINISH 1/4" BLOCKING MID—WALLWOOD BASE (TYP.) PRE -CAST LINTEL — ° ° 1/2" DRYWALL
�
2X4 PT. PLATE � SP-4 32" O.C. a STUD 1/2"X9" A.B. 32" O.C.
� ALUM. WINDOW
T"' �LSCrt'IOR�I SEE FLR./ELEV FOR DES. (WHEN UPLfFT)� 6" EMBEDMENT
BLK. I = STOR"r O o
SILL
6 "X6" 010 W.W.M. ,,. WOOD BASE (TYP.) Z -
PRE -CAST SILL CONC. SLAP
z 3 #5's CONT OR FIBER MESH CONC. SLAB 2 #5's CONT. 4" 4" Y_
RE INFORCEMENT --
�„ 0 0 all CMU VAPOR BARRIER I - STORE
TEXTURED FINISH 1/4" INTERIOR BE,4RING WALL
ASPHALT SHINGLES OVER T Tf=. WALL SECTION
*15 FELT ON 1/2" PLY O.S.B. 2" w � NOTE: FOR WALLS W/FLOOR LOAD ONLY
SHEATHING OR 1/2®� DO NOT INSTALL CONNECTORS.
BLOCKING 2 -5TOF z Q
FIRST TWO BAYS
METAL DRIP EDGE 4 ® O.,G. MAX ,
6 "X6" #10 W.W.M. 2X4 DBL TOP PLATE
2X4 SUB -BAND Q Q OR FIBER MESH
CHASE GROVES,IUAVERLEE WOODS SEE TRUSS ENG. RE INFORCEMENT --
FEILD STREAM 2X6 SUB -BAND FOR PROPER ROOF FRAMING W/ CONNECTORS
� (SEE TRUSS PLAN) � � z }
LAKE KEHOE,CYPRESS HEAD BRACING
WRAPPE OMA WOODS
FINISHED FASCIA /ROOF TRUSSES DBL. TOP PLATE , 0 m 0 C3) #5 s CONT. "
24 O.C. CRIPPLE STUDS ,u 1/2 DRY WALL
ENG. GABLE TRUSS R-19 INSULATION FIRST FLOOR BLOCK
2X4 SPF STIFFBACK AT
SECOND FLOOR FRA1 IE 1/16" O.S.
ALL UPRIGHTS OVER 4'-10"
2X4 16" O.C. MAX
(SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS)
1/5" TEXTURED FINISH
OVER 15# FELT OVER 1/2" (CLG. BOARD 4 TEXT. PRE —FAB TRUSS
-i/162X4 PT.
OR 1/2" P" O.S.B. SHEATHING 2"X4" NAILER CONT, " BT. PLATE
Y. (2) LAYERS -f/16 1/2CLG. BOARD 4 TEXT. TEXTURED FINISH
0-5-5-SECURE EA, LAYER 5P-4 32" O.C. STUD 2X4 DBL. TOP PLATE ON GALV D. METALL 1/2" X 9" A B W/
LATH
H OVER
R TYVEK f. .
2x4 P.T. PLATE W/ ° W/2 8d,s 8"-I2" O.C, i/2 DR'I'IUALL f'.,„R' , 2'I D A. WASHER
ENT
1/2 "X9" ANCHOR BOLTS MAX. -► HDR. STUDCS)/JACK(S) �'
MIN. 69
" EMBEDMENT 1/2' X " A.B OR J-BOLt LSTA 12 2X4 WOOD STUDS
#5 32" MAX
O.G. O.C. CONT.
W/2" DIA. AT 32" 0. C. 32" O.C.MAX: STUD TO HDR_ FULL LENGTH STUD(S)/ 2X4 CONT. STRESS �16" O.C.
KING STUD(S) SP-4 BLOCKING MID —WALL :..
SECURE TRUSS TO 2X6 W/ ! • r,••
12d TO F 4 BOTTOM) 3/4" T 4G SUBFLOOR
� 6"-8" CON(. FILLED LINTEL •�,,
PLYWOOD TO TRUSS NAILING GLUED NAILED "•'?''
BLK. REINF. ILJITH C1�5 ROD
4" 0. C. EDGE I '
f,
6" O. C. IN FEILD
FLR. JST. SIZE SEE FRAME PLAN
8 GMUL 4 � '
TEXTURE FINISH
1X2 P.T. FURRING STRIPS 6�4EATHING OVER 2X4' �•. ,-•.
.04 R-42 INSULATION N4IL PER SCHEDULE 2nd FLR, STUD TO 1/2' CLG. BOARD 4 TEXT.
1/2" DRYWALL — _ — — — — — — — — — — let FLR. STUD 2X4 DBL. TOP PLATE 1.000D Ff;, „RE TO BLK.
--IT---- ----I MSTA-36 32 O.G. 1/2" DfRT W,4LL
2X4 WOOD STUDS
N
W00D }SASE I I I I I I 2X4 GONT. STRESS �16" O.C.
II II
BLOCKING MID-uJALL
I I I I NAIL PER SCHEDULE/ 2X4 PT. PLATE
BOLT PER FND. PLAN SP-4 32" O.C. a STUD 1/2 "X9" A.B. 32" O.C_
. 6" EMBEDMENT
z MIN�
0 o Z
6"X46" #im W.W.M. �
0 0 OR fFIBER MESH CON(. SLAB z -
REINFORCEMENT T�'P EXTERIOR OPENING IN FRAME 3 #5'S CONT. 4 4 � � 2X4 COLLAR TIE 2X8 RIDGE } 0
EVERY OTHER RAFTER 0 ►-
z[HZw 1-8 m H-
L" 2X6 RAFTS 0
U U 2 #5 CCN\ T.
C�
Z
I T T F. WALL SECTION
2 - STORY U-
2-12d EVERY TRUSS
INTERIOR BEARING WALL 1X6 NAILER 3-12d TON RAF E
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
1X8 NAILER
OR I/2" PLY. 2-12d EVERY TRUSS
BLK. R-STORY (GABLE) MINIMUM WALL ANED HEADER
STUD R QUf R MIENTS CONY_ FRX LING DETAL/VAL=LE*I'
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0" TO
51-0.
4'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT STUDS
AT EACH END OF HEADER
1
2
3
BAKERS
CROSSING
LOT #135
PHASE #2
(MONOLITHIC
BLOCK
DETAILS &
l NOTES
DATE: 6/30/03
SCALE: 1/4101'-0'
SHEET
-I )" 2 ��' F
# 1000 UF=L FT
S IMPSOM MT5-12
W/-1 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
# 2000 Ui=L 11=T
(2)SIMPSOM MT5-12
ONE EA. SIDE OF TRL
OPPOSITE SIDE OF E
W/71 10d TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
FRUSS
FINISH LANDING
3 BOND BEAM
TAP CONS
MIN. 2" COVER
2" APART
TfR1�5& ANCHOfR IDTA I LRE TROF I T
9" MIN.
LESS THAN 10'
REQUIRES
I' NOSING
D5L 2X12 -
FLOOR J015T -
3/4' PLYWOOD
WITH 4 1&0
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 RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRASPABILITY
WINDERS- MIN. 6' WIDE V NARROW END
MIN. 11' WIDTH m 12' FROM NARROW END
`> 34' MIN. HANDRAIL HGT.
3 *;
I
SIMPSON H-5 (
e 2X4 TO TRUSS
PRE. ENG. TRUSS
,s.
e:
I
f
r
2X4 BTM. PLATE
3/4" PLYWOOD
LC
X12 TFREAD
UT TO) FIT
1X5 RISER
LESS THAfN 4" TYP. II II II
BETWEEN SEPINDLES
SP4 OR H-5 TOP PLATE TO STTUDS
2'-0' A5V. 10'-0' LEVEL TO WOOF
OR 2'-0' A5V. HIGHEST RIDGEE WITHIN 2'-0'
FRAMED CRICKET
HANL
1/2' C
IX
1' NOSING TYP.
� 4
c{1 �
r
STAIfR 5 CTICN [DETAILS
PRE. ENG. TRUE
1X2 PT.TOP OF
DBL. TOP PLA'
1/16' OR 15/32'
W/1/8' TEXTURE;
FINISHED OVER
GALVINIZED ME
PAPER 5ACK L
C�411 INB'r C)ETAILe
CRICKET
SIMPSON H-5 (MIN.)
0 2X4 TO TRUSS
5ECTION
2'-5-1/2"
FLAN VIEW
STUDS FROM TRUSS
DS TO DEL. PLATES A5V.
12"
z I
I
36" MIN. FINISH
q
5T,41 IJINIDfR IDTAI
ASPHALT SHINGLES OVER
* 15 FELT ON 1/16' O.S.B. —
(2) 2X4 02 ND SYP DIAGONAIL BRACE /
W/ 3-12d m EA TRUSS ( DIAGONAIL BRAGE
TO COVER 5-TRU55ES
2X4 BLOCKING FIRST 2 BAYS
d NAILS
(2) r EA END
TO TRUSS
2X4 5YP 5TIFF5ACK
AT ALL UPRIGHTS
OVER 4'-10'
7/16' OSB SHEATHING
USE 8d NAILS AT
4' O.C. EDGE 4 ro" o.c. FIELD
2X6 PT. PLATE BOLT W/ 1/2'X9 A.B.
(W/ 2' ID IA. WASHERS) m 32' O.C. MAX. 1/2' CLG. BOARD
COMMOI j
TRUSS 244'
o.c.
NAIL CONT. RAT RUN TO
INSULATION
TRUSS 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" (1) 'X' BRACE
30'-1' TO 6 O'-O" (3) 'X' BRAGE
N 'X' BRAGE a CENTER)
(2 'X' BRAGE DIVIDED EQUALY FROM CENTER TO END)
AL EN)) CFZ,'055 5RACIN1=50
2X4 SECURE TO 2X4 ELK W/2-12d
SECURE TQ BLK W/ META-16
2X4X4' SECURE TO TRUSS W/ 3-12d
6'-B' O.C. MAX r7P.
2x4 BLK SECURE THRU TRUSS W/3-12d6
PER ENG'D TRUSS 24' O.C. MAX
2' -O" EXTEN51ON 'a) OFT 5ERVICE
N.T.S.
METAL LATH
1/16" OSB OR TEXTURED 1/16" OSB OR
1/2" PLYWOOD FINISH 1/2" PLYWOOD
W/ 150 FELT W/ 150 FELT
2X6 (CONT.) 2X(o (CONT.)
2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.)
S IMPSON EXPANSION 2 MIN.
META-16
JOINT OVERLAP CAULK
CMU'S SIMPSON
HETA-16 CMU'S
TEXTURED TEXTURED
FINISH FINISH
TWO STQR- — TWO 5TOR-7-
- FIRST FLOOR BLOCK
SECOND FLOOR FRAMING
(2) 2X4 02 ND SYP DIAGONAIL BRACE—
W/ 3-12d m EA TRUSS ( DIAGONAIL BRACE
TO (COVER 5-TRUSSES
C
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 106 NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHT5
OVER 4'-10"
7/16055 SHEATHING
USE Sd NAILS AT
4' o.c. EDGE 4 6' o.c. FIELD
2X4 W/ 3/9' X 5
LAG OR SIMP50N HTC-4 0 32' O.G. MAX.
SHEATHINGS NAILING TO BE
6"-V O.C. IN FIELD
4' O.G.GALL EDGES W/Sd NAILS
e 15 FELT ON
1/2' CLG. BOARD �COMMOt
TRUSS 2 ' 0.0.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d is EA. TRUSS R-19 MIN.
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD 16' O.G. MAX.
2X4 E3TM. PLATE
SU5-FLOOR
VAILE:D
HETA-16' FLR JST TO BLK \\—FLR TRUSS
1-05 REBAR CONT.
0'-0" TO 30'-0" (U 'X' BRACE
30'-1" TO 60'-0" (3) 'X' BRACE
(I 'X' BRACE %v CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
,4LE ENED CfP�,055 5SACINS 2 - 5T 0fP�,
BAKERS
CROSSING
ILOT #135
PHASE #'gr
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 6/30/03
SCALE: V4081'-01
SHEcET
D O� 4
a�
•
4
4
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN HEAD SIZE 300
2 X 4:
MIN EMBEDMENT 1 1/4')
SECURE TO BLOCK
8' FROM EACH END AND 18'
W/3/16" tAPGONS 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 5IZE.145
2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK 6IZE.145
WITHIN 8' OF EACH END 4
MIN HEAD SIZE 300
MIN HEAD SIZE
18' O.C. MAX. SPACING.
MIN EMBEDMENT 1 1/4')
.300
MIN I I/4')
2 X 6:
8' FROM EACH END AND 18'
PRECAST HEADER(MIN)
8' FROM EACH END AND 81"fENT
SECURE TO BLOCK
O_G. MAX. MIN I-1/4' EMBEDMENT
O.G. MAX. MIN 1-1/4' EMBEDMENT
W/2-3/16' TAPCONS OR DRIVE
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
EXISTING BLK ABV.
PIN (MIN SHANK 51ZE.145
OR DRIVE PIN (MIN SHANK SIZE.145
LESS THAN
OR DRIVE PIN (MIN SHANK SIZE.145
1/4'TEXTURED FINISN
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
MIN HEAD SIZE
lro' HIEGHT.
MIN HEAD SIZE
/8' TEXTURED FINISH
WITHIN 8' OF EACH END 4
1 1/
MIN EMBEDMENT 1 1/4')
.300
MIN EMBEDMENT 1 1/4')
�/16' OSB SHEATHING
IS" O.C. MAX. SPACING.
8' FROM EACH END AND 18'
8' FROM EACH END AND 18'
2 X 4 16" O.G. MAX.(WHEN OVER 16' IN HIEGHT.)
O.C. MAX. MIN 1-1/4" EMBEDMENT
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
OR DRIVE PIN (MIN SHANK 5IZE.145
"I/16' OSB SHEATHING
1/4'TEMPERED MASONITE
2 X SOLID BLK'G S ARCH
SECURE W/2-12d EACH END
SECURE TO BLOCK-1/2'
W/2-3/16' TAPCONS OR DRIVE 8' CMU-
DRYWALL
1"X4" OR I"X2' P.T. NAILER
MIN HEAD SIZE 300
GLUE 4 NAIL W/8d'S 8'-12' O.G.
ATTACHMENT PER MANUFACTOR'S SPEC'S.
PIN (MIN SHANK SfZE.145
MIN EMBEDMENT 1 1/4')
2X4 BLOCKS
MTL WDW FRAME
MIN HEAD SIZE .300
DOOR CASING
8' FROM EACH END AND 18'
MIN EMBEDMENT 1 1/49
O.C. MAX. MIN I-1/4' EMBEDMENT
CMU WALL
•NOTE:
NO GAP -IDWDW FRAME
WITHIN 8' OF EACH END 4
15' O.G. MAX. SPACING.
NOTE:
SHIM NEEDED
t0 EXCEED
I/4'
DOOR JAMB
t0 PLUMB JAMB
ATTACH TO 2 X
DO NOT EXECED 1/4".
ID E TA
L 16" AND JNEDfP,
CHUJ/4"`,r DETAIL CUTAUJA�-
PERMANUFACTOR'S DETAILS.
?4fP,,GHUJ,4",'
/4
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145
PRECAST HEADER(MIN)
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/49
DBL. T'OP PLATE
8' FROM EACH END AND 18"
i/8' TEXTURED FINISH
O.C. MAX. MIN 1-1/4" EMBEDMENT
MORE THAN
16" HIEGHT.
SECURE 2 X RIP TO Fit
�/16' 065 SHEATHING
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
W/2-12dS 6'-8" O.C. MAX.
IX4 P.T. OR 5/4' X 4' MIN.
OR DRIVE PIN (MIN SHANK SIZE.145
2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.)
SECURE THUR FRAME AND
EXTEND 1-1/4' INTO BLOCK
MIN HEAD SIZE 300
2 X 4 (WHEN OVER 16' IN HIEGHT.)
/3/ (o' TAPCON5 OR DRIVE
MIN EMBEDMENT 1 1/4')
2 X SOLID BLK'G a ARCH
PIN (MIN SHANK SIZE.145
8' FROM EACH END AND 18'
SECURE W/2-12d EACH END
MIN HEAD SIZE 300
-- I/2" DRYWALL
O.C. MAX. MIN 1-1/4' EMBEDMENT
1/16' OSB SHEATHING
MIN EMBEDMENT 1 1/4") 8" CMU -
1'X4' OR I'X2' P.T. NAILER
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16' O.C. MAX.(WHEN OVER
16" IN HIEGHT.)
ATTACHMENT PER MANUFACTOR'S SPECS.
REFER TO MANUFACTURING
DETAILS FOR SPACING.
OR DRIVE PIN (MIN SHANK SIZE.145
2X4 BLOCKS
MTL WDW FRAME
DOOR CASING
MIN HEAP SIZE 300
#NOTE: NO GAP 9 WDW FRAME
NOTE:
MIN EMBEDMENT 1 1/4')
� CMU WALL
70 EXCEED 1/4"
SHIM AS NEEDED
8' FROM EACH END AND 18"
DOOR JAMB
TO PLUMB JAMB
O.C. MAX. MIN 1-1/4" EMBEDMENT
� � � � � �
DETAIL C U T A UJ A -T"
DO NOT EXECED 1/4'.
A CHUJA"r
D T741L 1(oII AND OF
E)OC1R JAME3 TO
BLOC< 3/4 0 - -/4_ -, -
DBL. TOP PLATE
DBL. TOP PLATE
DBL. TOP PLATE
DBL. TOP PLATE
2;X4 16" O.G. MAX.
2X4 16' O.C. MAX.
SECURE 2X4
TO WOOD W/2-126 m
-
SECURE 2X4
6'-8' O.G. STAGGERED
TO WOOD W/2 -12d
6'-8" O.G. STAGGERED
"w
BT. PLATE
BT. PLATE
SECURE 2X4 W/2-3/16' TAPCONS
OR DRIVE PIN (MIN SHANK SIZE.145
II II U tII /�
AfRGHL"T'
MIN HEAD SIZE 300
SECURE 2X4 W/2-3/16" TAPCONS
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK 5IZE.145
WITHIN 8' OF EACH END NOT TO
MIN HEAD SIZE 300
EXCEIED 18' O.C.MAX. 2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4')
SECURE TO SHEATHING W/
WITHIN 8" OF EACH END NOT TO
MIN_ 2-126 PER BLK EA. END I/2' PLYWOOp _�
EXCEED 18' O.CMAX.
OR 1/16' O.S.B.
2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
1/2' PLYWOOD
MIN. 2-12d PER BLK EA. END OR 1/16' O.S.B.
EXTERICF,,
AfRC14UJA"C LU/LUINIDOLU
XT fRI CIR A fRC�4LUA�
BAKERS
CROSSING
ILOT #135
PHASE #�
11V[ONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 6/30/03
SCALE: