HomeMy WebLinkAbout341 Appaloosa Ct 03-2916 New SFHZLA
PERMIT ADDRESS
CONTRACTOR
ADDRESS D RHorton
6250-Haze1tiie Nat'l Dr #102 -
Orlando, FL 32822
(407)357-91-0.1
CBC 055300
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
0
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DESIGN CRITERIA:
• FLORIDA BUILDING CODE (FBC) 2001
• OCCUPANCY - RESIDENTIAL - GROUP R
• CONSTRUCTION TYPE - VI
• 1-STORY RESIDENCE: BLDG HGT 1 J'-J"
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 30PSF LIVE f0PSF DEAD
FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 1OPSF DEAD
DECKS-4OPSF 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
3F
ELEVATION "F"
PG
4D
TRUSS PLAN
PG
4F
TRUSS PLAN
PG
5
ELECTRICAL PLAN
PG
5A
OPTIONAL COVERED PORCH
PG
D1—FND
DETAILS GENERAL NOTES
PG
D2—CROSS
SECTIONS
PG
D3—MISC.
DETAILS
PG
D4—MISC.
DETAILS
99 9 El 5 �9t�RMIT
ap
4
www. drhorton. com
CBC055300
S250 Hazc=,1tint=, Natic>nal [Drivc=... C>r1anC'C>7 Fl. 32822-
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
AID
BAKER'S
CROSSING
LOT#105
PHASE#2
DATE: 8 /13 /0 3
ScAT: 1/41
011-01
SHEET
C 1 of 5
A
:s
1
I
---------------------- --, -
' T EXTEND I
— SLAB 1 1/2"
1
■ D1 I
II I^
�I -3 1/2 — I ■
IL
■ ■ O i
cl) ■ ■ ■ I
4 11 4' -1011 -
1a'-0°
I I m I
I
3 1/2" 24"X24"X12"
CONC. CONC. PAD
SLAB W/(3)S'6 E.W.
f ON CHAIRS
MIN. 3" COVER
f (3)TYf .
I � I
I 201-211 1I
----------------------------
-ENTRY ELEV. 77 G 97
I
m
N
I
r
28'-011 g _011 31_011
281-III 8,=2„ 3 34„
5A
I�
3 1/2" DI
-3 1/2 O
SLAB
— — — — — — — — — —
EXTEND
i SLAB 1 1/2" I B
I D1 D1 I
0'-0" ELEV. cm
3 1/2" CONC. REINFORCED FIN. CONC. SLAB
m W/(o"Xio" 010/10 WWM ON (o-MIL. I C
VAPOR BARRIER ON WELL -COMPACTED D1
m CLEAN TERMITE TREATED FILL OR
APPROVED SUBSTITUTE,
■ I 1 (RECRUIT = SYSTEM) I ■
I D1
IL
�-
(K
1u WC. = D1
OPT_ ..
ULAV. LAV. I I I TUB
�J I
2'-91 3'-1" 2'-8" 15'-10" ■
■
21
I
14'-2" O � -i'-1" 1'-11" � 16'-1011
F_
. I■
L-
� iz
Tu 1 , II ICI
CHASE I� ■
I II W/ISLAND
■ I m r, �SHWR,I `Q II OPT. L_ IJ
TRANCE
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`GOND. — __ _ — C4 P.V.C. 1 _ I ° _ " D 1 _ II
�i
/ — 4 4 G 4
_...�:.— CHASE _
WH. IN cn
31 _ I OPT. SAFETY PAN N I 01
I
8 - 3 1/211 cv
OFT. I I OPT. I I ®?
I W. I I
Q-00 ■ CA
04 I - - — 0'-0" ELEV.
Q `z -_ �' FIN. CONC. SLAB
—
Q 4
M Ll O co - D 1
� � N
xxmo Q z ; I �, Z
1-1-{ U U ■ 19' - 4 11 N LI.I Q II 4 1I 4 1 _ /- N
EXTEND
S" CURB SLAB 1 1/2"
WALL
■ ■� I
H.B. D1 D1 -41/2" " ■
3 1/2 (�
■ J ■ ■ SLAB N ■ ■ ■ ■
-0" lro'-0" -0" 5'-0"
T/
40' -011
BAKER'S
CROSSING
LOT#105
PHASE#2
MO DEL-
991965-L99
F. S. /B. C o
99— 4"
FOUNDAT101
]P LAN
DATE: 8 /13 /0 3
SCAT V4'■l'-O'
SHEET
I or
it
I
4'-4"
--------------------
DOWELL PLAN
_-------------------------------
I
• I
I
■ NJ ■
I
II' —oil
\-------------------------------/
DOWEL PLAN ELEV® 99F99 ONLY
rBAKER'S
ROSSING
LOT#105
PHASE#2
MODEL:
991965-L99
F.S./B.C.
99- 4"
DOWEL
PLAN
DATE: 8 /13 /0 3
SCALE: 1/4'■l'-®'
BAKER'S
CROSSING
LOT#105
PHASE#2
MODEL:
991965- L99
F.S./B.C.
9 - 4"
LINTEL
SCHEDULE
DATE: 8 /13 /0 3
scAT: V4'■1'-0'
StHEET
I H of 5
■
IN
0
O 3068 W/12"51-
O D * = 50"X36 "X3f0"
TRANS. 45 V.
O F= 50"X42"X18"
TRANS. A5V.
O G= 54"X16"
TRANS. A5V.
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW SIZE
AND TYPE
ZONE
W MPH WIND
120 MPH WIND
1
2S
3068 W/12"5L
4
20.5/ -22.3
24.3/ -26.5
2
13
501X36"X301,
TRANS. AE3V.
4
21.5/ -23.3
ELEV °D4E"
25.5/ -21.1
3
15
50"X42"X18"
TRANS. ABV.
4
21.3/ -23.1
ELEV "F-11
25.3/ -21.5
4
54"XIS"
TRANS. ABV.
4
21.8/ -23.5
ELEV "G"
25.9/ -26.1
5
112
GARAGE
16' X -I'
5
18.3/ -22.4
21.8/ -26.1
6
1-I
25-SIN
4
21.1/ -22.9
25.1/ -21.3
25-SH
4
21.1/ -22.9
25.1/ -21.3
8
17
25-6H
4
21.1/ -22.9
25.1/ -21.3
9
11
25-SIN
5
21.1 / -28.0
25.0/ -33.1
10
11
25-5H
4
21.1/ =22.9
25.1/ -21.3
11
53
Sr068 SCUD
4
19A/ -24.4
23.1/ -29.2
12
24
35-SH
4
20.6/-22.4
24.5/-26.1
13
lm
23-SH
4
25.9/ -26.1
14
24
35-5H
4
20.6/-22.4
24.5/-2e0.1
15
33
35-51-1 L/
54"X21"X19"
TRANS. ABV.
4
20.2/ -22.0
ELEV "D"
24.0/ -26.3
16
35
36-SH L/
54"X16"X9"
TRANS. A5V.
4
2(0.2/ -22.f0
ELEV "E"
24.0/ -26.2
1-1
44
(2) 25-5H W/
HALF RND.
ABV.
4
19.8/ -21.6
ELEV "F"
23.5/ -251
18
38
(2) 2S-5H
4
20.0/ -21.8
ELEV 'Gil
23.8/ -26.0
15 D= 35-SH W/
54"X21"X19"
TRANS. ABV.
IS E = 36 -SH W1
54 "X16 "X9"
BV.
0 - TRANS.0 AWIND LOAD
HALF RND. ABV.
18 G= (2) 26-SH
BAKER'S
CROSSING
LOT#105
PHASE#2
MODEL:
991965- L"
F.S./B.C.
99- 4"
WIND LOAD
CALCULATIONS
DATE: 8 /13 /0 3
SCALE: V4181'-0'
SHEET
i c OF 5
lim M-01 --- ---
/--------------\
i
15I-211
2'-411
401 - 011
W-4"
14'-411
1�1_@II
2
PATIO
9'-0" x 6'-mll
------ 1 -
25-SH ( 25-SH 1
se ECRE55 I Sm�B S.G.D.— — —
e I� BDRM.#4
BDRM. 3
I I^ V -4° cLc
(CARPET)
9'-4"
(CARPET)
— — —
77-
ca
m
I FAMILY
1' 111I
Ill-Ill
I ROOM
11'-411
(CARPET)
211 311 I1_/ 11 12'-9"
1CJ
N
'
-
)2'-5"
1 11 �
------1011
I,
\----- -----/ _I
OPT® ARCH[ OPENING
U
I,--------- \1
I � I
ART NICHE
Ga FOYER
IR-ISH .9 �
K , 7
�OPT. COAT CLOSET
0� FOYER
J OPT.ROUNDED CORNER BM
m
,tp
I- BF.
m
-SH
-
42 "A.f=F'71
NC.ACC.
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0'-1111
2 -9
-4
5'_g°
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-
lU
BDRM.#2 ^�
BAT
OPT.
CLG_
N
(TILE)
LAV.
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0
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(CARPET)
OPT. I
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------
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1
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OPT. \ �
_
%
I
FRENCH
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W[
DOORS
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1 �
,
—
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----�
N
121-011
I-�II
Q1 / 11
J Kl
21-211
N
I
N
OWNER'S
o }
I
II
0
9'S4 SUITE
`�
O.BATH
W d I
n
I
m
(CARPET)
411 C (TILE)
I
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UJ
o 14
42
ca
cn
0
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2'-1CJn
loll
21-411
iN,34"
-.
,2'
y
4"
I "
`\ I —
N V
w
CONp.I WH.
0
TILE LINE
31 -411
2
5A
4�
NOOK
21 -6 11
91-411 CLc.
(TILE)
14'-4"
31-111
u
N
�n
<r
01
KITCHEN
�
>a
9'-411 CLc.
t� Q-
Ix�
(TfLE)
4-ID
3-1
OPT.
O
I
L ISLAND J
-
Z
La
r- 7
RANGE
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Iprl
L � J
—
Q
O
----_j
`i — — DINING
3 ROOM
R/A A/C �;, Ql - A 9' - 4" CLc.
— — (CARPET)
14'-411 51_411 -10' 4'-0 11 3'-0" Ill -oil
it: 8
u
22 ° x 54" —1 I OPT. I I OPT.
I ATTIC I I D. i I W.
L.ACCESS J-------
W/ OPTIONAL i _ _ _ _ _
PULL DN. STAIRS �' ART NICHE
01
01
00 LIVING
D
GARAGE THIS WALL NOT 3 ol,4_� ROOM
LOAD BRGc. FOYER 1 9'-4" cLc.
ELEV. F00
9'-4° CLc. I LINE OF C�GP-c.E )EV. D, E, F
(TI E) i N
LINE OF CLc. ELEV. D, F
EMT. �+
ELEV. D, E, F --- ----------------
ENTRY = -
W/1-011 VAULTED CLc ELEV. D, F ONLY
_
16'-0" X 11-01, O.N. SIpELICHT� �
--------------
ELEVATION "D4E"
50"X3611X3011
TRANS. ABV.
ELEVATION "F"
50"X42 "X18"
TRANS. ABV.
ELEVATION 'G"
54"X16"
TRANS. ABV.
10 -011 51_411
20' - 0"
401 - 0"
Q
ELEVATION "D"
35-SH W/
54"X21"X19"
TRANS. ABV.
ELEVATION "E"
36 -SH W/
54"X16 "X9"
TRANS. ABV.
ELEVATION "F"
(2) 25-5H W/
HALF RND. ABV.
ELEVATION "G"
(2) 26-SH
I �
I MT.
ENTRY=
W/1'-0"
iH Sf DEL IGHT�
C=
— — — — — — — — — — — — — — — — —
I
------------------
VAULTED CLc ELEV. D, F ONLY
(2)-25-SH I
W/1/2 ROUND ABV. 4'-4"
FLOOR PLAN
ELEV."F"ONLY
— — — — — — — — — — — — — — — — — — — —
LIVING
�l
ROOM
91-411 CLc.
W/1'-0° (CARPET)
&VELICHT <r
ENTRY t7i ;-
_-)
I '
u
4' -loll
ta
I I it
_S
6X(o
POST
(3) T1'P.
------------
ENT
OPT PANTRY
EXTERIOR MASONRY
WALL BRc. HEIGHTS
9'-4" WALL BRc.
(2) 25-SH
10'-Q11
�f 15'-011
20'-211
Y ELEV. „G„
r----------------------�1
25-SH
ca
I I` MEDIA RM
I�
2'-411
II
l 11_611 ll_911 21_611 8'_0 J
11
— - - - - - - - - - - - - - - - - - - - - ---
0 0PT. MEDIA ROOM
SQ. Jl s
ALC. 9
S
LIVING
G,4R,4G;E
ENT1R"
PATIO
1g(o1
412
22
54
50,
SQ.
6Q.
50.
FT.
FT.
FT.
FT.
TOTAL
2-455
SQ.
FT.
BAKER'S
CROSSING
LOT#105
PHASE#2
MODEL:
991965-L99
F. S. /B. O.
9 — 499
DATE: 8 /13 / 0 3
SCALE: 1/4' ■ I'-®'
SHEET
2 OF 5
9' - 4' BRG.
0'-0" FIN. FL
2
CKET
FAR I
I I
LON Llmal IN I FS-1 m
I7—i SENSORS FOR mFS
all
4 ° 5' RAD.
KEY DETAIL 2 STUCCO BAND
u � GARACzE
�t-
3 SILL DETAIL
0
19' BLDG. HGT.
0
0'-0" FIN. FLR.
6
MEN
9'-4" 15RG.
2'a0'
0'-0" FIN. FLR.gL
0
2.5/12
VAULT
L INE
9
F3LDG. HGT.
14' - 0" BRG.
gm
151, DECO.
_ SHUTTER
TEXTURED
FINISH
,,'0'-0" FIN. PLR.
TEXTURED
FINISH
I01
ELEVATION
61
TEXTURED
FINISH
OFF -RIDGE VENT
REAR ELEVATION
OFF -RIDGE VENT
lql-q" P�l Mr. urT.
9'-4"
dJ
,i,�0'-O" FIN. FLR.
I I Wo
INS111111 I I I ll.rflil
5
5A
9'-4" 13RG.
0'-0" FIN.
BAKER'S
CROSSING
PHASE#2
MODEL:
"1965-L"
F.S./B.C.
99— 4"
ELEVATION
>>E>>
DATE: 8/13/03
Sc Al : V4'■1'-m'
SHEET
3 F OF 5
i
HEADER ePAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2X6
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 APPLIGATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2X6
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 PO6T=(2)2X4'S NAILED WITH 12d 6"-8" O.G. 5TAGGsERED
4X6 P05T=(3)2X4'5 NAILED WITH 12d 6 "-8" O.C. 5TArzeERED
(2)HETA-16
If
5G
6
� 5A
l2)HETA-16
DBL. TOP PLATE
D 16 " O.C.
IN15H
P
LL
T KNEE WALL DETAIL
-ENG'D G,45LE
LEDGER
?D '@
4 UPRIGHT
OCRICKET DETAIL
TRUSS PLAN
* CONNECTOR5 TO BE SIMP50N U.N.O.
* TRUSS TO BLK META - Iro UJ/12 -10dX1 1/2
* TRUSS TO WOOD MTS -12 UJ/14 -10dX1 1/2
BAKER'S
CROSSING
LOT#105
PHASE#2
MODEL:
"1965-L"
F.S./B.C.
99- 4"
TRUSS PLAN
), F"
ACCUSPAN
DATE: 2 /1 J /0 3
SCALE: V4081'-01
SHEET
4F OF 5
ELECTRICAL LEGEND
5YM50L
DEFINITION
NOTES
n n
IIOV OUTLET
I/2 OF OUTLET
4
110V OUTLET
WIRED TO
SWITCH
EQUIPED WITH
IIOV OUTLET
GROUND FAULT
INTERUPTER
���ffffff//J
220V OUTLET
Lup
EXTERIOR
GROUND FAULT
I
WATERPROOF
OUTLET
INTERUPTER
SWITCH
SWITCH
3-WAY OPER.
�t4
SWITCH
4-WAY OPER.
n
WALL
Y.
MOUNTED LIGHT
( )CEILING
J���1
LIGHT
VAPOR PROOF
`O.iVP
LIGHT
r
RECESSED
`Ol
CAN
I CFM PER
VENT. FAN
SQ. Ft.
VENT. FAN
I CFM PER
W/LIGHT
SQ. FT.
2' LIGHT STRIP
4' LIGHT STRIP
00 O
4' TRACK LIGHT
FLO
LIGHT
GHt
RAP AROUND
1�.
2' FLOURECENT
- - - -
4' FLOURECENT
®
PANEL
METER
SMOKE
5ATT.5ACK-UP
O
W/ HARDWIRE
S.D.
DETECTOR
INTER-
CONNECTED
PENDANT
LIGHT
®
TELEPHONE
JACK
WATER HEAT.
WH
DISCONNECT
AIR COND.
/C
DISCONNECT
H
TELEVISION
JACK
CEILING BOX
REQUIRED TO
CEILING
BE SUPPORTED
FAN/LIGHT
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
L IGHT
INTERCOM
SPEAKER
METER
FEILD
VERIFY
LOCATION
WP.
GF I
CHIMES
F-A A I LEu`TRlu"AL PLAN
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
aHOMEOWNER PRECONSTRUCTION MEETING
NOTE:
*ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARC FAULT.(NEC 210-12)
NOTE:
#20 AMP DEDICATED LAUNDRY CIRCUIT.
7
5A
200 AMP
METER BASE 4 METER
MAIN DISCONNECT COMBO
SQUARE D
J 200
AMP.
MAIN
DISC.
UNDERGROUND —
SERVICE BY
POWER CO.
LAY,
4/0 ALU. CABLE
TYP.
200 AMP
INSIDE
PANEL
04 COPPER TO 5/6" GROUND ROD
ALSO SERVICE TO BE BONDED TO FOOTING STEEL
ELECTRICAL RISEK
A/C
DISC.
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.R. ---, M I KIT.
PLUMBING RISER DIAGRAM
i
i
1
OPT PANTRY
012 COPPER TO
LIGHTS 4 OUTLETS
1*10 COPPER TO WATER HEATER
#S COPPER TO RANGE
TO I'l AIN
SEWER
I � I u
MEDIA RM
i II I
I ,�PRE -WIRE I i I
CLG. FAN
I O I II i
I
_--
1
----------------------
OPT® MEDIA ROOM
1
BAKER'S
CROSSING
LOT#105
PHASE#2
MODEL:
991965- L99
F.S./10
9 — 499
ELECTRICAL
PLAN
DATE: 8 /13
SCALE: 1/4'■I'-®'
SHEET
5 OF 5
t
L411
V V
24"X24"X12" CONC. PAD
W/3 - #5 PARS E.W. ■ ■ — — — — PRECAST
(ON CHAIRS) -4 1/2"----------------
MIN. 3" COVER w
(2 Tl'P.) o +- COV. PORCH I�
3 1/2" THG. _ 01
Icn -
4 n GONG. SLAB I �I I0 L 12 I I L 10
1 wI Iw '
4'-1(JV'-2" 3'-4" I IL
" I�
-3 1/2"
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D1
LE
D1
Clo FOUNDATION PLAN FLOOR PLAN 3 LINTEL SCHEDULE
0
,o REAR ELEVATION
�) LEFT ELEVATION
RIGHT SIM.
(�) oar. Co
TRUSS PLAN ACCUSPAN
*CONNECTORS TO PE 51MP50N U.N.O.
*TRUSS HANGERS TO PE SUPPLIED
ENG'D. PY TRUSS CO.
*TRUSS TO BLK META-16 W/ (12) 10dX1-1/2
*TRUSS TO WOOD MTS -12 W/ (14) IOdXI -1/2
6 OPT. C ® PORCH
O
TRUSS PLAN C.C.A.
*CONNECTORS TO PE SIMPSON U.N.O.
*TRUSS HANGERS TO PE SUPPLIED 4
ENG'D. P'r TRUSS CO.
*TRUSS TO PLK META-16 W/ (12) IOdXI-1/2
*TRUSS TO WOOD MT5-12 W/ (14) I0dXI-1/2
81=1ro-0B/1T
4 AST- IWETIC
LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TlT'PE
COMMENTS
L 10
9'-4"
SF1(o-05/IT
OPT. GOY. PORCH
L 11
14'-8"
SF16-05AT
OPT. COY. PORCH
L 12
9'-4"
SF1ro-mP/IT
OPT_ COV. PORCH
(,) ELECTRICAL PLAN
BAKER'S
CROSSING
LOT#105
PHASE#2
MODEL:
°1965-L"
F. S. /B. C.
9'— 4 "
IOPT COVERD
PORCH
DATE: '7/03/03
SCALE: 1/41mil-®'
SHEET
o A ®F 5
r
/-� 24"X24" EXT. PAD
11/2"
� i/2
GI A=2 A-r CI r_I ACC
GARAGE S CO C. DR V►'
BEYouND
e-Kn;Qnrrt=
-F,— o 0 0 3 05's CONT.
8„ 3" MIN. COVER
AOR GABLE ENDRFRAM NCB
Q
z
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�
1� 2-STORY FOOTING BUILDING LENGTH "
II II II 4*8d GUN NAILS a4" O.C. #86 GUN NAILS e
II II II TOP 4 BOTTOM EDGES O.C. IN FIELD
Lu
POURED LENTIL TO BE II II II @
o', CONT. (TYP) #5 REBAR fI II II OUTSIDE ISAR Q p
tee: ui
2X WALL FRAMING II III CONTINUOUS ZJ
Z
(3) 1/2 "XS" ANCHOR BOLTS = _ _ _ _ I z tu
8" CMU FILLED or (3) 1/2"XS" J-BOLTS
CELL (TYP.) ��MIN. roll EMBEDMENT = _ _ — _ _ @ v y
W/ 2 "X2 "X1/8 WASHER AND U @
EXT. FRAME WALL TO NUT SPACED EVENLY FROM -0O = TYf . EXTERIOR SHEATHING
FLOOR TO BONED BEAM. SET 25 MIN. LAP _
BLOCK WALL CONNECTION IN JOINTS PRIOR To FILLING. TYP. REBAR LAP ATTACHMENT FOR ROOF SHEATHING
SLEEVED ANCHOR IN SOLD a CORNERS @ @ NOTE-
POUR ACCEPTABLE RETROFIT)
2-#5's REBAR 1 STORY � I � I WHEN GLUED TO ROOF 1'"IE1�'fBER
3-#5's REBAR 2 STORY C ARA �� f I �lFO�MAT f OI �l (OIl-a" 'a EDGES 4 10" -12" IN FE ILD
TYF=. EXTEIRIOR SHEATHING ATTACHMENT
POURED LENTIL FOR SHEAR AND UPLIFT
GONT. (TYP) (0.5.5. TO E5E STiRUCTURAL GRADE)
Y�6
GROUTED,< SIDES: CONNECTORS FROM PLATE TO STUD TO PLATE
BOND BEAM z PRE -CAST HDR. 2X& GARAGE DOOR BUCK W/ ARE NOT REQUIRED EXCEPT AT OPENINGS
CHOR
TIE TO HORZ. BARS o3)(13� X28X8�J-Bp BOLTS
TS
8 MIN. EMBEDMENT roll EMBEDMENT MIN.
�O
U S" CMU FILLED W/ 2"X2"X1/8 WASHER AND
;� NUT SPACED EVENLY FROM #8d GUN NAILS
HORZ. REINFORCING VERT. iRE INF. CELL (TYP.) FLOOR TO GARAGE DOOR HDR.
(" HOOK IN GROUTED ; ; 12" O.C. IN FIELD
CELL IN JOINTS PRIOR TO FILLING.fu
1-2X(o PT BLOCK e CENTER OF Q
POOR HEADER W/(i) HA '
(1) 1/2 "XS" ANCHOR BOLTS z 0
CLEANOUT REOT) or (1) 1/2"XS" J-BOLTS z O
.. .' •.411 • • a FOR GROUT LIFT &" EMBEDMENT -
-''-' W/ 2 "X2 "X1/S WASHER AND NUT
> S FT. UNLESS �Q
HORZ. REINFORCING Z (k FOOTING DWL IS @
(o" NOOK } NOT REQ'D. T't'P. FLOOR DECKING
HORIZONTAL/VERTICAL REINFORCING m O ATTACHI„IENT TO FLOOR JOIST
EA. SHEET TO BE GLUED AT ALL
EXPOSED JOIST'
41
5P-4 16" O.C./EA. STUD 2X4 DBLTOP PLATE 2X4 MID -WALL
2X4 MID -WALL BLKG MIN. 6" EMBEDMENT 1/2" X 9"
BL1<G ANCHOR BOLTS AT 3' O.C.
(0"Xio" #10 W.W.M. 05 REBAR SET IN 2000 1/2" X 9" A.B. 32" O.G. 2X4 MID -WALL 1/2" X 9" A.B. 32" O.G. 2" AI�V. GONG.
��PSI EPDXY 25" MIN. ABV. (0" EMBEDMENT BLKG �" EMBEDMENT 2X4 STUD
2X4 STUD =
SLAB/�o" MIN. EMBEDMENT 16" O.G. MAX. 1(0" O.G. MAX. QRI #10 W.W.M.
II"x�" #10 W.W.M. 2X4 P.T. SP-4 16" O.C./EA. STUD
SP-4 16" O.G./EA. STUD BT PLATE 2X4 P.T. BT PLATE 2X4 P.T. BT PLATE LL,
(2) CONT. #S REBARS7�( 7 ° ° ° °
CONC. SLAB - u CONC. SLAB - - = I'-4°
2 -"5'5 ON CHAIRS
4 1'-8" 4 z GONG. SLAB
m 2 #5 5 CONT. I. -oil _ 3 #5's CONT. 2 #5's CONT. 4 '
U TYP. RETROFIT FOR ALL0_m
TYP. WALL SECTION A OMITTED FOUNDATION DOWELS UJOOD FRAME FOOTING
BLK. SINGLE STORY
INTEiRIOR SEARING WALL. INTERIOR BEARING WALL fNTf=r'fO�' 5E,4fi�'fNG UJ,4l=I�/NO UPLIFT �
1=STORY 2 � 2 - STORY � � 1-STORY
3 1/2" HEAD OF GARAGE 3 1/2" MEAD OF GARAGE #S DOWEL BAR(ONE SIDE #5 DOWEL BARS #5 DOWEL BARS
(VARIES WITH SLOPE)
(VARIES WITH SLOPE) OF DOOR IF NEEDED) � � DIM VARIES -1 5/8" � � DIM VARIES
g" ANCHOR BOLTS AT 3' O.C. 9" ANCHOR BOLTS AT 3' O.C. -i 5/8" C B II (O"X6" 010 W.W.M. 5/8" CURB II 6 "Xro" #10 W.W.M. CURB "X6" #10 W.W.M.
ONLY IF UPLIFT ON WALL MIN 6 EMBEDMENT II
N MIN 6" EMBEDMENT &"X6" 010 W.W.M. EXTEND 1 1/2" r-II
(X
m 6"X6" #10 W.W.M. I� RECESS /2° co } II � II —
o 0 0 ° 2-SS ON CHAIRS _ on)Ou °� (3-5'S W/2-STORY)
� 2-#5 S ON CHAIRS
/' E'
all= I' m SINGLE (3-5'S W/2-STORY) SINGL
4 I -S11 3 #5'5 ON CHAIR5 STORY STORY
2 #5's ON CHAIRS I' -a"
I' - 8"
TWO
THICKEN EDGE GARAGE CURB STOP ?2-STORY
1DE FTG. AT GARAGE STEP-UP STORY STORY
INSIDE FTG. AT GARAGE STEP-UP �BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB
1-5
TORY BEARING WALL DOOR REGESS �A
CONC. SLAB OVER CLEAN,
COMPACT TERMITE TREATED
(3) # 5 RODS EA. WAY ON all CMU COMPACT
L, & MIL. VIS_ VAPOR
CHAIRS (MIN. 3" COVER) TOP CORD BLOCKING AT 4'
4" �,, �v Z (o"X�o" 010 W.W.M. O.C. MAX. IN FIRST 2 FRAMING
GARAGE SLAB SPACES AT EACH END.
GRADE m SLIDING DOOR TRACK
m SLOPE CONC.� - RAFTER OR TRUSS
2 1 _ 0ll TO FRONT(1/4" - I/2 ") CURB WALL � N I WA � ROOF SHEATHING LAYOUT ROOF SHEATHING � o
Q
BAKER'S
CROSSING
LOT#105
PHASE#2
MONOLITHIC
I: � 111111I►
DETAILS
NOTES
DATE: 8/12/03
SIC AT : V4101'-0'
SHEET
Di OF 4
1
2X4 SUB -BAND 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND a
CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS (5EE TRU55 PLAN CHASE GROVE S,WAVERLEE WOODS
FE I LD STREAM 2 "X4" BLOCKING
2X6 SUB -BAND a FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS
2X6 SUB -BAND a 2X6 SUB -BAND
LAKE KEHOE,CYPRE5S HEAP 4'-0' O.C. MAX METAL LATH
ALOMA WOODS LAKE KENOE,CYPRESS HEADLAKETRUSSES LAKE KENOE,CYPRESS HEAD
WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS lAUR0MA 4PPE ocI_-) M FINISHED FASCIA ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. OVER 15 FELT OVER -(/16 OSB OR -i/a" TEXTURED
ASPHALT SHINGLES, METAL DRIP EDGE �- -1/16' OSB SHEATHING 1/2" PLYWOOD FINISH
OVER #15 FELT R-19 INSULATION FI5ERGLA55 5HINGLE5 R-19 INSULATION OR 1/2" PLY. W/ 15# FELT
1/16" 055. SHEATHING --
OR 1/2" PLY. ON #15 FELT OVER
i/16 OSB. SHEATHING SEE TRUSS ENG. -�-- ROOF TRUSSES � 3/4 t 4 G PLYWOOD 2X4(CONT.)
HURRICANE STRAPS TO BE GLUED
(SEE TRU55 PLAN METAL DRIP EDGE
FOR CONNECTOR) 1/2" CLG. BOARD 4 TEXT. FOR PROPER 24" O.C. 4 NAILED
METAL DRIP EDGE 2X4 DOUBLE PLATE (TYP.) 2X4 SPF 5TIFF5ACK AT BRACING
O (1)5 CONT. LL UPRIGHTS OVER 4'-lid" EMBEDDED
ALUM. FINISHED VENTED SOFFIT SILL LINTEL STRAP
IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR ENG. GABLE TRUSS
ALUM. FINISHED VENTED SOFFIT ju o 0 1/2 CLG BOARD 4 TEXT. ALUM. WINDOW 1/5" TEXTURED FINISH
S LINTEL BLOCK FILLED 1/2 DRYWALL SEE FLRJELEV FOR DES. WOOD BASE (TYPJ OVER 4I15 FELT OVER R-19 INSULATION
-1/a"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD 7/16" 0.5.8. SHEATHING CMU'5 TEXTURED
PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY. /—'
ALUM. WINDOW 1/16" OSB SHEATHING OR I/2" PLY.
SEE FLRJELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4° FLOOR J015T/FLOOR TRUSS 2X PLATE SECURE
FROM 2nd FLR. LINE) S F TO DBL TOP PLATE W/ � 1/2" CLG. BOARD � TEXT.
PRE -CAST SILL " 2X4 RE-FORCEMENT (CONT.) SEE FRAME PLANS TWO STCfR I
1/2 DRYWALL FOR JOIST TYPE 6IMP60N HTC-4 32 O.G. MAX. 2X4 DOUBLE PLATE (TYP.)
2X4 NAILER (CONT.) OR MSTA-24 24" O.C. MAX T�RR
a" CMu R-4.2 INSULATION 0 (1i 5 CONT. OR HDR SIIZEAN
FLR JS T -1BLK 1X2 FURRING STRIPS BAND DETAIL
IX2 P.T. FURRING STRIPS ALUM. WINDOW
TEXTURED FINISH 1/4" Owl
SEE FLR./ELEV FOR DES. —SILL3/4
WOOD BASE 8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL
7/16" OSB SHEATHING WOOD BASE (TYP.)
PRE -CAST LINTEL OR 1/2" PLY. UNDER
p FELT BARRIER
ALUM. WINDOW PRE -FAB TRUSS
z w 6"X6" #10 W.W.M. SEE FLRJELEV FOR DES. SILL
FLOOR JOIST/
FLOOR TRUSS 1/2" CLG. BOARD TEXT.
RE FIBER MESH SEE FRAME PLANS SP-4 32" O.C. STUDJ 2X4 DBL. TOP PLATE
o REINFORCEMENT PRE -CAST SILL CONC. SLAB OVER CLEAN FOR JOIST TYPE
HETA-16"a 32" O. C. MAX I/2" CLG. BOARD 4 TEXT .. 1/2" DRYWALL
COMPACT,TERMI"fiE TREATED 0 (1)05 CONT.
Lu z w SOIL OVER 6 MIL VIS. VAPOR "
} } #5 CONT. S CMU BARRIER,W/6X6 010 WWM a LINTEL BLOCK 1X2 FURRING STRIPS2X4 UJOOD STUDS
0 0 1 -4\_2(FILLED) 2X4 CONT. STRESS alto" O.G.
TEXTURED FINISH 1/4" o 0 1/2" DRYWALL BLOCKING MID -WALL
WOOD BASE (TYPJ PRE -CAST LINTEL 2X4 PT. PLATE
SF-4 32" O.C. 6 STUD 1/2"X9" A15. 32" O.C.
4 ALUM. WINDOW (�" EMBEDMENt
SEE FLRJELEV FOR DEs.(WHEN UPLIFT)
T�I'P. WALL SECTION -" sILL
BL< ]-STORM- „ # WOOD 5A5E (TYPJ
6 X6 lm W.W.M. PRE -CAST SILL CONC. SLAB 4" 4" Z @
z w 3 #5's CONT OR FIBER MESH CONC. SLAB 2 S'S GONT. -"
Ul RE INFORCEMENT
} all CMu 6 MIL VIS
U m U VAPOR. BARRIER
TEXTURED FINISH 1/4° INTERIOR E3EARING WALL
ASP#ALT SHINGLES OVER T��'. WALL SECTION w = NOTE: FOR WALLS W/FLOOR LOAD ONLY
15 FELT ON -f /16 O.S.B. 2 "X4" BLOCKING 2 p DO NOT INSTALL CONNECTORS.
SHEATHING OR 1/2" PLY FIRST TWO BAYS 2-STOR-1' -
�
METAL DRIP EDGE 4'-0" O.G. MAX =� - 61,X6" #lm W.W.M. 2X4 DBL TOP PLATE
O OR FIBER MESH
2X4 SUB -BAND REINFORCEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG.
FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS z (�
2 X6 SUB - BAND w z w
LAKE KEHOE,CYPRESS HEAD BRACING (SEE TRUSS PLAN) } }
ALOMA WOODS ROOF TRUSSES a DBL. TOP PLATE `�' 0 m 1/2" DRY WALL 0 (3) 05's CONT.
Ali
WRAPPED/ALUM FINISHED FASCIA 2 4 " O.G. CRIPPLE STUDS FIRST FLOOR BLOCK
ENG. GABLE TRUSS R-19 INSULATION �
2X4 SPF STIFFBACK AT Atv SECOND FLOOR FRAME
2X4 16" O.C. MAX
ALL UPRIGHTS OVER 4'-10"
(SEE TRUSS ENG. FOR SIZE)
1/0" TEXTURED FINISH �- HEADER (SEE PLANS)
OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE-FAB TRUSS 2X4 FT.
1/2 CLG. BOARD 4 TEXT. TEXTURED FINISH
-1/16" O.S.B. SHEATHING 2"X4" NAILER CONT BT. PLATE
OR 1/2 PLY. (2) LAYERS 1/16
SP-4 32" O.C. STUD 2X4 DE3L. TOP PLATE ON GAL1/'D. MErA 1/2° x 9° A.B D
O.S.B.SECURE EA, LAYER LATH OVE TYVE '• " MIN. 6" EMBEDMENT
2x4 P.T. PLATE W/ 1/2" DRYWALL O L :'"" 32" DI. WASHER
o W/2 ad,s 8 -12 O.G. �-�.- HDR. STUDCS)/JACKCS) .�
1/2"X9" ANCHOR BOLTS MAX.MAX
MIN. 6" EMBEDMENT 2X4 WOOD STUDS
I/2 X 9 A.B OR J-BOLT LSTA 12 #5 REBAR CONT.
W/2" DIA. AT 32" 0. C. a 32" O.C.MAX STUD 12 HpR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS al (o" O.C.
SECURE TRUSS TO 2X6 W/ KING STUD(5) SP-4 BLOCKING MID -WALL :,•„t: •:
12d a 6"-O" TOP 4 BOTTOM) 3/4" T 4G SUBFLOOR GONG. FELLED LINTEL •V,•1.,;{,
PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)#5 ROD GLUED 4 NAILED "'• '`' '�
4" O. C. a EDGE I
6" O. C. a IN FEILD
all CMu L FLR. JST. SIZE SEE FRAME PLAN
TEXTURE FIN15H 1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4'
mad NAIL PER SCHEDULE 2nd FLR. STUD TO 2X4 LG. Bodo TEXT. F„� T O BLK.
R-4.2 INSULATION let FLR. STUD DBL P PLATE OOD A�
ago 1/2" DRYWALL - _ _ -I-I= — — _ _ =I META-36 32" O.C. .. 1/2" DR rWALL
2X4 WOOD STUDS
2X4 CONT. STRESS
WOOD BASE I I I I I I BLOCKING MID-UJALL
II II
N
2X4 PT. PLATE
AIL PER SCHEDULE/ I I I I I I BoLr PER FND. PLAN SP-4 32" O.G. � STUD—� 1/2"X9" A.B. 32" O.G.
MIN. 6" EMBEDMENT
U 6 FI E W.W.M.
FIBECONC. SLAB 4 4 z p 2X5 RIDGE } p-
0 o OR R MESH � � 0 0
z REINFORCEMENT T�1P 'EXTERIOR'OPENING OPFfi��,
ENING IN l„« 3 � 2X4 COLLAR TIE
s CONT. I -g = EVERY OTHER RAFTER
} z } 4 2X6 RAFTE 0 0
w pi
OU c� OU } 2 #5 CONT.
U
m
T"rF. WALL SECTION
2 -STORY 2-12d EVERY TRU55 3-12d RAFTE
INTERIOR BEARING uJALL IX6 NAILER 3-12d TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
O.S.B. 1Xa NAILER
1
OR 1/2 PLY. 2-12d EVERY TRU
BLit. -STo �r �G45L � MINIMIU'I WALL AND HEADEF CONY. I=fRAMING DETAIL=/v �
STUD R alb I R M NTSlip-
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0" TO
81-01
4'-I1 1/2'
7'-11 1/2'
AND UP
NUMBI=R OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL I-ENGHT STUDS
AT EACH END OF HEADER
I
2
3
BAKER'S
CROSSING
LOT#105
PHASE#2
MONOLITHIC
BLOCK
DETAILS &
NOTES
DATE:: 8 / 12 / 0 3
SCAT : 1/41
01'-01
SHEET
D 2 03P 4
4� 1000 UPLIFT
SIMPSOM MTS-12
111/-1 10d TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
2000 UPLIFT
(2)6IMPSOM MTS-12
ONE EA. SIDE OF TRL
OPPOSITE SIDE OF E
11/1 IOd TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
-RUSS
� BOND BEAM
TRI ,ee ANCHOR [DETAIL=RETR0FIT
9" MIN.
LESS THAN 10'
REGIUIRES
1' NOSING
D5L 2X12
FLOOR JOIST
3/4' PLYWOOD
WITH 4 160
COMMONS NAILED
THRU 3/4" PLYWOOD
INTO EACH STRINGER
NOTE:
STAIRS RISERS TO CONFORM
TO F5C 2001
2R+1T=24"-25"
3/16" MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/8" MAX_ VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRA5PA5IL ITY
WINDERS- MIN. 6' WIDE 'Q NARROW END
MIN. II' WIDTH g 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
3/4' PLYWOOD
2X12 TREAD
CUT TO FIT
- IXS R15ER
LESS THAN 4" TYP,
BETWEEN SPINDLES
HANL
1/2" C
IX
I' NOSING TYP.
m �
r
FINISH a LANDING
ETA I R SECTION D TA I L 5
IX2 PT.TOP OF BOX DBL. TOP PLATE 5P4 OR H-5 TOP PLATE TO STUDS
—..��
2"-0' ABV. 10'-O' LEVEL TO ROOF
2X4 STUD OR 2'-0' A5V. HIGHEST RIDGE WITHIN 2'-0'
1/16' OR 15/32' O.S.B.
W/1/8' TEXTURED '' 101_01,
FINISHED OVER
GALVINIZED METAL
_ --- -------------
PAPER BACK LATH PRE. ENG. TRUS
1X2 PT.TOP OF
DBL. top PLA'
FRAMED CRICKET
T/Ib' OR 15/32'
w/T/a' TEXTURE
SIMPSON H-5 (MIN.) FINISHED OVER
0 2X4 to TRUSS GALVINIZED ME
PAPER SACK L
PRE. ENG. TRUSS CHI 1 I N ET� ID E I A I L s
2X4 BTM.PLATE
SIMPSON H-5 (MIN.)
® 2X4 TO TRUSS
SECTION
CRICKET
2'-5-1/2"
f=L,4N VIEW
2X4 STUDS FROM TRUSS
STUDS TO DBL. PLATES ABV.
1211Z
P.
� I _
36" MIN. FIN15H
q
STAIR UUINIDR [DETAIL
ASPHALT SHINGLES OVER
" 15 FELT ON l/16' O.S.B. —
(2) 2X4 +'2 ND SYP DIAGONAIL BRACE
W/ 3-12d 10EA TRUSS ( DIAGONAIL 5RACE `/
TO COVER 5-TRUSSE5
2X4 BLOCKING FIRST 2 SAYS
AT SHEATHINGSEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP STIFFI3ACK
AT ALL UPRIGHTS
OVER 4'-10"
7/16' OSB SHEATHING
USE &d NAILS AT
4" oz. EDGE 4 fo" oz. FIELD
2X6 PT. PLATE E301-T W/ 1/2'X9 A.B. 4 COMMON
(W/ 2' DIA. WASHERS) g 32" O.C. MAX. 1/2" CLG. BOARD TRUSS 24' oc.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d e EA. TRUSS R-15 MIN.
1-05 REBAR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL 5RACE.
0'-0" TO 30'-0' (1) 'X' BRACE
30'-1" TO 60'-O" (3) 'X' BRACE
(1 'XBRACE 10 CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
GsA5LE ENED CROSS 5RAC INS 1- 5TOR"T'
2X4 SECURE TO 2X4 5LK W/2-12d
SECURE TQ 5LK W/ META-16
� F -- �
2X4X4' SECURE TO TRUSS W/ 3-12d
1 I 6'-8' O.G. MAX TYP.
e
2x4 E3LK SECURE THRU TRUSS W/3-12ds
"PER ENG'D TRUSS 24' O.C. MAX
2'
21-01' EXTENSION a OPT 5EFyICE CAR.
N.T.S.
METAL LATH
1/16" 055 OR TEXTURED
1/2' PLYWOOD FINISH
W1 150 FELT
2X6 (CONT.)
2X4 (GONT.)
SIMPSON EXPANSION
META-16 JOINT
CMU'S
TEXTURED
FINISH
TWO STORY
(2) 2X4 02 ND SYP DIAGONAIL BRACE—
W/ 3-12d IT EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING BEAMS
(2) lOd NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
l/16' OSB SHEATI 11N.
USE Sd NAILS AT
4' oz. EDGE 4 6' oz. FIELD
2X4 W/ 3/8' X 5
LAG OR SIMPSON HTC-4 A 32' O_C. MAX
SHEATHING NAILING To BE
W-8' O.G. IN FIELD
4' O.C.mALL EDGES W/8d NAILS
1/16" 055 OR
1/2" PLY111001)
Ill/ 1501 FELT
2X6 (GONT.)
2X FLOOR JOIST
2X4 (CONT.)
2" MIN.
OVERLAP
CAULK
SIMPSON
META-16
CMU'S
TEXTURED
FINISH
TWO
STORY
FIRST FLOOR BLOCK
ASPHALT SHINGLES OVER
N 15 FELT ON 1/16' O.S.S. —
1/2' CLG. BOARD \
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d m EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD 16' O.G. MAX.
2X4 BTM. PLATE
iUB-FLOOR
VAfLED
COMMON
TRUSS 24" oz.
INSULATION
R-19 MIN.
HETA-16' FLR JST TO 5LK iAE9\\_FLR TRUSS
I-"5 REBAR CONT.
0'-0' TO 30'-0' (1) 'X' BRACE
30'-1" TO 60'-0' (3) 'X' 51RACE
(1 'X' 5RACE 6 CENTER)
(2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END)
G,45LE ENS CR055 5R/4CIN 2 &TORY
IBAKER'S
CROSSING
LOT#105
PHASE#2
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 8 /12 /O 3
SCAT : V4101'-01
SHEET
D 3 OF 4
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 8IZE.145
MIN HEAD SIZE .300
2 k 4:
MIN EMBEDMENT 1 1/4')
SECURE TO BLOCK
8' FROM EACH END AND 18'
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 SIZE.145
MIN HEAD SIZE .300
MIN HEAD SIZE 3IDID
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
MIN EMBEDMENT 1 1/4')
MIN EMBEDMENT I I/4')
OR DRIVE PIN (MIN SHANK SIZE.145
WITHIN 8' OF EACH END 4
8' FROM EACH END AND 0-
PRECAST HEADER(MIN)
MIN HEAD SIZE 300
18' O.C. MAX. SPACING.
O.C. MAX. MIN 1- 1/4' EMBEDMENT
8' FROM EACH END AND 15' MIN EMBEDMENT 1 1/4')
2 X 6:
SECURE TO BLOCK
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
O.C. MAX. MIN 1-1/4' EMBEDMENT
W/2-3/16' TAPCONS OR DRIVE
OR DRIVE PIN (MIN SHANK SIZE.145
LESS THAN
EXISTING BLK ASV.
PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
16" HIEGNT.
2 X 8 (MIN 2 X 3) 2-3/16 tAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
1/4' TEXTURED FINISH
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4")
8' FROM EACH END AND 15'
MIN HEAD SIZE 300
f/8' TEXTURED FINISH
MIN EMBEDMENT 1 1/4")
WITHIN 8' OF EACH END 4
O.C. MAX. MIN 1-1/4' EMBEDMENT
MIN EMBEDMENT 1 1/4')
�/16" OSB SHEATHING
18' O.G. MAX. SPACING.
8' FROM EACH END AND IS'
2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGNT)
2 X 8 (MIN 2 X 3) TAPCON
O.G. MAX. MIN 1-1/4' EMBEDMENT
2 X 4 (WHEN OVER 16' IN HfEGHT.)
Z X 8.
SHANK
OR DRIVE PIN (MIN SHANK SIZE.145
�/16' OSB SHEATHING
2 X SOLID BLK'G w ARCH
SECURE TO BLOCK
-� I/2' DRYWALL
MIN HEAD SIZE .300
1/4 TEMPERED MASONITE
'
SECURE W/2-I2d EACH END
W/2-3/16 TAPCONS OR DRIVE 8' CMU -
MIN EMBEDMENT 1 1/41)
2X4 BLOCKS
GLUE 4 NAIL W/8d'6 8'-12' O.C.
ATTACHMENT PER MANUFACTOR'S SPEC'S.
PIN (MIN SHANK SIZE.145
I'X4' OR I'X2' P.T. NAILER
8' FROM EACH END AND 18'
CMU WALL
MTL WPW FRAME
MIN HEAD SIZE .300
DOOR CASING
O.C. MAX. MIN 1-1/4' EMBEDMENT
MIN EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END 4
NOTE:
NOTE: NO GAP o WDW FRAME
15' O.C. MAX. SPACING.
SHIM
t0 EXCEED 1/4'
DOOR JAMB
PLUMB JAMB
j� �4, D
I I j��I,
A RC � UU A � DETAIL 1 � II A �
ATTACH TO 2 X
PER MANUFACTOR'S DETAILS.
DO NOT EXECED 1/4'.
I �t I
AIR� 1UJ �' I J UJ
DOCK J/4r"---1E3 TO
E3LOC< 1=1/211 +
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145 A
PRECAST HEADER(MIN)
MIN HEAD SIZE .300
DBL. TOP PLATE
MIN EMBEDMENT 1 1/4')
-4w
T/8" TEXTURED FINISH
8' FROM EACH END AND IS'
O.C. MAX. MIN 1-1/4' EMBEDMENT
MORE THAN
SECURE 2 X RIP TO FIT
W/2-12d5 6'-13' O.C. MAX.
�/16' OSB SHEATHING
1X4 P.T. OR 5/4" X 4' MIN.
16' HIEGNT.
SECURE THUR FRAME AND
2 x 6 (MIN 2 X 3) z-3/16 TAPCON
2 x 4 16' O.C. MAX.CWHEN OVER 16' IN HIEGNT.)
EXTEND 1-1/4' INTO BLOCK
W/3/16' TAPcoNS OR DRIVE
OR DRIVE PIN (MIN SHANK 81ZE.145
PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
2 k 4 (WHEN OVER 16' IN HfEGHT.)
MIN HEAD SIZE 300
MIN EMBEDMENT 1 I/4')-L-L
2 X SOLID BLK'G 1w ARCH
MIN EMBEDMENT i I/4')
--1/2' DRYWALL
8" FROM EACH END AND 18"
SECURE W/2-I2d EACH END
REFER t0 MANUFACTURING 8 CMU-
1'X4' OR 1"X2" P.T. NAILER
O.C. MAX. MIN 1-1/4" EMBEDMENT
�/16' OSB SHEATHING
ATTACHMENT PER MANUFACTOR'S SPECS.
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 HIEGNT)
MTL WDW FRAME
OR DRIVE PIN (MIN SHANK SIZE.145
X BLOCKS
•NOTE. NO GAP s, WPW FRAME
NOTE:
SHIM AS NEEDED
MIN HEAD SIZE 300
�--_ CMU WALL
t0 EXCEED I/4'
DOORJAMB
TO PLUMB JAMB
MIN EMBEDMENT 1 1/4')
DO NOT EXECED I/4'.
8' FROM EACH END AND 18'
O.C. MAX. MIN I-1/4' EMBEDMENT
AfRC�WA`C
DETAIL CJTA
�
WA�
� � � � J �� � � �
/�
� � � �'� � /� � fR � /�F
A�CHUJA� � TA I L
1 & 11 AND JF
NAILING SCHECDULE AL-IN(DTES IN REFERENCE
ROOF pIAPHRAI'i
TU F L IOR 1 CAA B U I LL ED I N G
USE TA6' 0.88. OR In' PLY WITH 18 GUN NAILS AT 4' O.C. AT
S GUN NAILS AT 6' O.C. AT
SUPPORTED PANEL EDGES AANDLSO
INTEFd'IEDIATE SUPPORTS. ALSO SEE DETAIL.
C%D ID E �'] 0 01
�m� C G
ROOF SHEATHING TO GABLE END FRAME
USE V GUN NAILS • 4' OC.
SITE PLAN NOTES
EXTERIOR SHEATHING
USE 1/16' OBB. OR 1/2' PLY WITH 08 GUN NAILS AT 6' O.C. AT
PANEL SIDES AND 'S CAN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND 18 GUN NAILS AT 6' O.C. AT
1) LOWEST 5LA5 AT LIVING AREA SHALL BE MINIMUM IB' ABOVE
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL.
NOTE: GUN NAILS SHALL BE PERMITTED AS AN
GROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
2) UNLESS OTHERWISE NOTED, THIS BUILDING 16 NOT INTENDED TO BE
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION
NAIL REQUIREMENTS
ABV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
OF FINISH FLOOR SLAB WITWI SlnNIFo ANo SPAI Frn SURvr=v
SIZE
HEAD
LENGNT
CIA
TENSIL STR.
3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS
AND RESTRICTIONS HAVING JURISDICTION.
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY.
8d
ROUNP,MODIFIED
OR T
1 1/8'
.113
110/d00
I0d
2 I/8"
128
110000
--- -- - -- _
NOTE: NAILS TO BE MFG. BY MEMBER OF INT.
LA"LAX_HI"INCs, IKKICSAIIVN, t-.)tK IING, ETC. 5HALL CONFORM TO LOCAL
CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND
STAPLENAIL 4 TOOL ASSOCIATION
AS SELECTED BY BUILDER
GENERAL NOTES
60 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 16 TO BE
I. DESIGN AND LOADING
PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
A. ALLOWABLE UNIT STRESS AND DE51NG CRITERIA:
p
L_UMIBINC� NC)TES
1. BUILDING CODE REQUIWENTS FOR REINFORCED CONCRETE AcI 318
1
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP)
1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
4. WIND IMPORTANCE FACTOR (1)
AS APPROVED BY THE BUILDING OFFICIAL.
DBL. TOP PLATE
5. WIND EXPOSURE 'B'
(p. INTERNAL PRESSURE CO -EFFICIENT +15 THRU -15
2) WATER LINES SHALL BE CPUC.
DBL. TOP PLATE
G
DBL. TOP PLATE
2. 501L
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR
3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
CONTINUOUS WALL FOOTINGS.
(SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX.
DBL. TOP PLATE
3. CONCRETE AND REINFORCING
4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACf 315 AND WITH
&PECIFICATION6 FOR 6TRUTURAL CONCRETE BUILDING ACI 301.
5) SHOWER HEADS To HAVE FLOW CONTROL DEVICE TO GIVE
B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500
MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
2X4 16' O.C. MAX.
P61 IN 28 DAYS
6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER
C. REINFORCING BARS SHALL CONFORM TO A51M A615 A616 OR 611, GRADE 40
4. DESIGN LOADS
1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
2X4 16' O.C. 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 PSF
5) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
SECURE 2X4
5. LUMBER
A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SPF.
BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
TO WOOD W/2-I2d 9
(ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY
9) ALL POOL PLUMBING AND RELATED EQUIPMENT 8HALL
SHALL BE PRESSURE TREATED)
BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
6'-0' O.C. STAGGERED
SECURE 2X4
6. TRUSSES
SEPARATELY, SEE POOL CONTRACTOR'8 ENGINEERED SHOP DRAWINGS.
TO WOOD W/2-I26
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT'
RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
BT. PLATE
O.G. STAGGERED
FI-ORIPA 5UII_Q1t-* CODE 2001
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
10) ALL CLEANOUT5 FLUSH WITH GRADE.
PRIOR TO FABRICATION.
BT. PLATE
1. GARAGE DOOR
11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
SECURE 2X4 W/2-3/16' TAPCONS
A. ENGINEERED FOR 120 MPH WIND e3 SEC, GUST.
RIDGES.
OR DRIVE PIN (MIN SHANK SIZE.145
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA
MIN HEAD SIZE 300
/� //--JIAIII II II
ARl- HWA�
8. ASPHALT SHINGLES
PLUMBING CODE CURRENT EDITION.
MIN EMBEDMENT 1 1/4')
SECURE 2X4 W/2-3/16' TAPCONS
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001
13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE
WITHIN 8' OF EACH END NOT TO
OR DRIVE PIN (MIN SHANK 6IZE.145
B. SHINGLE STANDARD A67M D-225, UNDERLAYMENT TO BE ASTM 0-226
2001.
MIN HEAD 512E
EXCEED 18' O.CMAX. 2X4 SOLID BLOCKING
.300
MIN EMBEDMENT 1 1/49
FOU N CATION NOTES
14) PLUMBER t0 DIVERT ALL VENTS To REAR ELEVATION WHEN POSSIBLE.
SECURE TO SHEATHING W/
WITHIN 8' OF EACH END NOT t0
I. FOUNDATION DESIGN BASED ON 2000 P.5.F. MIN. ALLOWABLE BEARING
15) ALL WATER CLOSETS -SHALL BE WATER SAVING 16 GALLON FLUSH TYPE
MIN. 2-I2d PER BLK EA. END 1/2" PLYWOOD
EXCEED 18' O.C.MAX.
PRESSURE.
BLOCK N®TESS
OR 1/16' O.S.B.
2X4 SOLID BLOCKING
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACf 301 AND
SECURE TO SHEATHING W/ 1/2' PLYWOOD
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED
I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT
MASONARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL
MIN. 2-I2d PER BLK EA. END OR "i/16' O.S B.
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR
HAVE A NET AREA COMMPRESSIVE STRENGHT OF IWO P61.
T R f 01� A C H UJA� W/ UJf N[Do w
3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM
AGGREGATE
MORTAR
1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210.
METAL ACCESSORIES
4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR
I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM to THE
\ r �(
X T I O / \ CHI I I A
BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL.
FOLLOWING:
A. ASTM A82 FOR JOINT REINFORCEMENT ANp WIRE ANCHORS.
!! �\ �F b!�
5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT
T
ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT.
C.
C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES.
ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO
2. METAL PLATES, CONNECTORS, SCREWS, BOLT& AND NAILS EXPOSED
NORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'.
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD
BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
REQUIREMENTS OF ASTM ASO.
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2"x1/8'
MASONRY WORK, GENERAL:
AT 3' O.C. STARTING AT 8' OFF EACH CORNER
1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
-1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001
FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MA50NRY
MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
ROOF LIVE LOAD: 20 PSF
2. BED AND HEAD JOINTS SHALL BE 3/8' THICK.
WIND LOADS: IN ACCORDANCE W/FLORIDA 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 2-05 REBARS 1-5TORY,
JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
3M-5 REBAR 2-STORY. 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.
I. REINFORCING STEEL SHALL BE NO, 5 BARS.
/
2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED.
„-
9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW
3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'.
.
FINISH GRADE
4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
IN ACCORDANCE WITH ASTM A615, Afolfo, Ab11, OR A106.
10. FINISH SLAB TO BE 8' ASV. FINISH GRADE
BAKER'S
CROSSING
ILOT#105
PHASE#�
MONOLITHIC
BLOCK
DETAILS
NOTES
r DATE: 8 /12 /O 3
SCALE: V4'■1'-®'
SHEET
4 OP' 4