HomeMy WebLinkAbout333 Appaloosa Ct 03-2936 New SFHPERMIT ADDRESS
CONTRACTOR
ADDRESS
6 OHorton
..Hazeltine
Nat'l D #102
Orlando, FL
32822
(407)857-91.01
.
CBC 055300
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR _
PLUMBING CONTRACTOR
MISCELLANEOUSCONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SUBDIVISION 6-4�
PERT #0J MI
DATE
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE
A
t�'
8
a
DESIGN CRITE]RIA:
• FLORIDA BUILDING CODE (FBC) 2001
,*OCCUPANCY- RESIDENTIAL - 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 MASONRY RESIDENTIAL CONSTRUCTION
• WOOD FRAME CONSTRUCTION MANUAL
® WOOD PRODUCTS PROMOTION COUNCIL
• AMERICAN SOCIETY OF CIVIL ENGINEERS
1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA:
A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318
B. FLORIDA BUILDING CODE (FBC) 2001
2. SOIL
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR
CONTINUOUS WALL FOOTINGS.
3. CONCRETE AND REINFORCING
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301.
B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500
PSI IN 28 DAYS
C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40
4. DESIGN LOADS
A. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16
ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF
WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR
120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF
PERPENDICULAR TO WALL FACE
(DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1)
B. STRUCTUAL LOADS
FLOORS ® SLEEPING AREA 3OPSF LIVE 10PSF DEAD
FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 1OPSF DEAD
DECKS-40PSF LIVE 1OPSF DEAD
STAIRS-40PSF LIVE 10PSF DEAD
ROOFS-20PSF LIVE 17PSF DEAD
C. BASIC WIND SPEED MPH (M/S)= 120
D. INTERNAL PRESSURE CO-EFFICENT=+ .16
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 `'NVEATHER, OR AGAINST SOIL, CONCRETE OR
MASONRY SHALL BE PRESSURE TREATED)
E. 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/DOWEL PLAN
PG
1A
LINTEL SCHEDULE
PG
1 B
WIND LOAD CALCULATIONS
PG
2
1ST FLOOR PLAN
PG
3
2ND FLOOR PLAN
PG
4A
ELEVATION "A" FRONT/REAR
PG
4B
ELEVATION "B" FRONT/REAR
PG
4C
ELEVATION "C,, FRONT/REAR
PG
ELEVATION ::D;; FRONT/REAR
5A
ELEVATION A 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
PG
D1
FND DETAILS GENERAL NOTES
PG
D2
CROSS SECTIONS
PC
D3
MISC. DETAILS
PG
D4
MISC. DETAILS
www. drhorton. com
C�:iK11s�s�iAI1,
6250 Hazemitinc=.. Natic>nal E:>rivc=... C>r1ancicx,
857-9101 _857-9228
D.R. HORTON HOMES
6250 Hazeltine National Drive
Orlando, FL 32822
Tel: (407) 857-9101
Fax: (407) 857-9228
STATE OF FLORIDA
PROFESSIONAL ARCHITECT
JIM CANTWELL
AR 12079
A.B. DESIGN GROUP, INC.
1441, CR. #427 NORTH
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078 Fax: (407) 774-4078
4
mm
pj
a . , j
chpryn�.
2 5 20031
BAKERS
CROSSING
LOT#109
PH-2
DATE:8/22/03
SCALE: V42■1°-01
SHEET
C 1 oar 7
1
I
7B
I 40'-0II
4'-311 9'-0" 19'-10" 4'-011
3 1/2" TNK.
3 1/2" THK. 0- --�=4 1/2" - CONC. SLAB
GONG. 5LA5 0 W/ OPT. DOOR
4'-8" 8'-211
21'-0" 2'-10" 3'-4"
1111111111131111111
3 1/2Ilk
"
— -� — — — I
10 � I � Wc.
1 D1 13 - L RECE55 3/4II 4
D1 J I D1 I 0 EXTEND SLAB �;' N
31 11 W/OPT.DR. -4
30'-411 I II • ,
® CENTER OF CENTER OF/ RECIE 55 ■ I =
Q 2X4 WALL I I 2X4 WALL 3 1/2
u--. W ^ I Ic TU5
—
W I I
to
z t cn `4 I I 0'-0" ELEV.
W Qw I FIN, GONG. 5LA5
O�tff�O5 I 2,4
too
�X4�Q0-0� I m I D1 I m
-
� pv I I I • I
1 23I -0 II I I
2&'-311 I 13'-9° 1 } } Q
r CENTER OF 1 I (L ca ca a
■ I I ( Q 2X6 WALL () Q U
L—J I I I L J1 --------------� Q NO
(+ 7 v P-CHASE FOR I ■ z p 0
OPT. ISLAND Q f
Lu
L, 73
OPT I u v m
T I OPT. II oPlr
co
LLT. I W. II p. I 4 PVC
m L-- — — J CGHA5E'
I E-
RANC-�E r — — � —�
_ II I II I I\ � � I it � Z
r I OPT. I 4'- 11 2 -4 12 -1 \ 3 -� m 0
REF. I I —jLli
-
■
OL 4:;� p EXTEND 3 1/2 �W `COND)
DI Xv Cam 0 I SLAB 1 1/2
D1
20'-8" �" 3'-2"
® REGE55 3/4" 4
D r = EXTEND SLAB —
1-1/2 " W/OPT
N Cn N
CADOOR.
co
OH1 E EV. IIG II }IID II ONL I I(�Q
j 24X24 GONG. PAD
1 W/ 3S's E.W. SA 0IL
-
U- 52II X24II X12II = Z
■ GONG. PAD L D 1 ``� 0
W/3 - *5 CONT.
_ (ON CHAIRS)
MIN. 3" GOVER
TYP. '- _ ■
■ B 1 1/2 "X5" A.B. EXTEND I r'
32 O.C. SLAB 1 1/2"
I D1 D1 CTYP) — — 11 SA
Di D1
— — — — -a"• 3'-411 I— —� -4 1/2"
I
N '
s ■ ■ ■ ■ ■
■ 1 -31/211 �r
■ ■
24"X24"X12" 3 1/2" TNK.
GONG. PAD W/ CONC. SLAB
3 *5'S E.W.
MIN 3" COVER II_ (11 8" 1�1-011 _Q11
13'-4"
FOUNDATION PLAN
OOPT. OyVNR.'S BATH
TYP.
I, 11'-4" I,
ELEVATION 99 c 99
1
I ■ I 1/2 "X5" A.B. EXTEND
1 3211 O.G. SLAB 1 1/2"
D1 D1 (TYP)
v • i'-all
• 3'-411 g • 4t L
- 3 1/2 II
I
- �3 1/2" TNK.
oN.C. SLAB
2 X2 x2
CONC. PAD W/
3 *516 E.W.
MIN 3" COVER 1
-a" 2-011
\ 22' -411 /
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
% =1 I _ f II
AUGN/ 260
BAKERS
CROSSING
LOT#109
PH-2
MODEL:
"2 879- R"
BLOCK
9 9 4 9 9 B R G.
FOUNDATION
DOWEL
PLAN
MEMNON El
rDATE:8/22/0 0 3 MOR
SCATZ: V4101'-0'
SHEET
1 OF 7
I
t
BAKERS
CROSSING
LOT#109
PH-2
MODEL:
BLOCK
'4"BRG.
LINTEL
SCHEDULE
DATE: 8/22/03
SCALE: V4121'-0'
SHEET
IA OF 7
1
3
7B
O
m
I
(2) 26-SH
G W/ARCHED TOP
ELEV. "A"
1
O
3068 DOOR
W/12"5L
O(2) 26-5H
ELEV. "B"4"C°
54"X24" F.G. W/
1/2 RND ABV.
ELEV "A"
O(2) 25-SH
W/ -16 "XS"X20"
TRANS ARV.
ELEV. "D"
(354 "X30 "" F.G.
ELEV. IIE511
G
54'X10" F.C.
ELEV.
O46 "X16 "X24" F.G.
ELEV. "D"
U
WINDLOAD CALCLJILATIONS
22 23
3050-6H 3050-SH
(2) 3050-5H (TEMP.)
W/ARCHED TOP
ELEV. "A"
a
(2) 3050-SH (TEMP.)
ELEV. 115114"C"
20
(2) 3050-SH (TEMP.)
W/ 76 "XS"X20"
TRANS ABV.
ELEV. "D"
21
I
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW 89E
AND TYPE
ZONE
W MPH WIND
REMAFd(S
120 MPH WIND
1
28
3068 DOOR
W/12 "SL
4
20.5/ -22.3
24.3/ -26.5
2
16
54"X24" F-G- W/
1/2 RND ABV.
4
21.2/ -23.0
ELEV. "A"
25.2/ -21.4
3
11
54"X30" F.C.
4
21.1/ -23.5
ELEV_ 1511
25 8/ -28 0
4
4
54" X10 F.F.G.
4
21.8/ =23.6
ELEV. " G"
25.9/ -25.1
5
-1
46 "X16 "X24"
F. .
4
21.8/ -23.6
ELEV. "D"
25.9/ -20.1
6
34
(2) 25-5H W/
W/ARCHED
TOP
4
20.2/ -26.1
ELEV. "A"
24.1/ -31.1
20.0/ -21.5
ELEV.
C
23.8/ -26.0
8
42
(2) 25-6H W/
12"XS"X20"
FCa A5V.
4
19.8/ -21.6
ELEV. "D"
23.6/ -25.8
9
24
35-SH
4
20.6/ -22.4
24.6/ -32.1
10
10
23-6H
4
21.8/ -23.6
25.9/ -25.1
11
54
8068 S.Cx.D.
4
19.4/ -21.1
23.1/ 25.4
12
11
25-6H
4
21.1/ -22.9
25.1/ -21.3
13
li
25-SH
4
21.1/ -22.9
25.1/ -2-1.3
14
17
25-SH
4
21.1/ -22.9
25.1/ -21.3
15
1-f
2-6 DR
5
21.1/ -28.0
OPT.
25.0/ -33.1
16
1-i
25-SH
4
21.1/ -22.9
25.1/ -2-i.3
1-1
18
2-0 DR
4
21.0/ -22.0
OPT.
24.9/ -21.1
IS
112
GARAGE
16' X 7'
5
18.3/ -21.1
21.-1/ -26.3
19
32
(2) 3050-SH
W/ARCHED
TOP
4
2O.3/ -22.1
ELEV. "A"
24.1/ -26.3
20
32
(2) 3050-5H
4
20.3/ -22.1
ELEV.
r 241/ -26 3
1: 21
42
(2) 3050-5H
W/ 12 "XS"X20"
FG ABV.
4
19.8/ -21.6
ELEV. "D
23.ro -25.8
22
16
3050-6H
4
21.2/ -23.0
25.2/ -21.4
23
16
3050-SH
4
21.2/ -23.0
25.2/ -21.4
24
16
3050-5H
4
21.2/ -23.0
25.2/ -21.4
25
34
(2)3050-6H
4
20.2/ -22.0
24.0/ -26.2
AUG 2 5 200
BAKERS
CROSSING
LOT#109
PH-2
MODEL:
99 2879
- R99
BLOCK
9' 4" HRG.
WINDLOAD
CALCULATIONS
DATE: 8/22/03
S C AI.E: V4N ■ 1'-la'
SHEET
L3 or 7
I
CA
�. �.L
w
X'
30
REF. oo 0000
-'
SPACE
/ c{1
RANGE
\ KITCHEN
\ KITCHEN
30 HALF BATH
MIRROR
O OWNERS BATH
KITCHEN
BEYOND
O ARCHWAY
2
7 B
l
4'=a"
PATIO
Da
Da
Da
Da
Da
DO
FAMILY
' ROOM
Q VAULTED CLG.
_ (CARPET)
_ O
O N
"
m
i
O OPT. O WNR. ' S BATH
41
61 _
0-
13'-4" 11 9' -10"
a'-( It -1
1_2 31-411
CONC. PAD W/
[DOOR OPTION
25-SH I '�C,
EGRESS
25-S 4
OP
Nc.Acc. OWNER'S n,� o
BATH
a'-m' cLrz.
�t
6' KNEE WALL
OWNER'S
SUITE m
V - 0" CLC:;. I o
(CARPET)
3'-4"
� II
� II
SITTING
I I 8'-r0" cLG.
3'-2"
11'-2"
2'-�"
3'-o"
5'-8"
-'
14'-0" (CARPET)
I
a'-4" NIGH
WALL
I I
OPT. W.I.C.
2'-6"
DEEP
I I
ENTRY 3'-0" 2
-10'
PLANT
SHELF
�,'�
I I
OPENING
S' - 0" A.F.F.
r I _
�
/ 2 'R
1/2
I_j
c0
BATH wC.
KITCHEN-----
-
VAULTED CLG.
'�
cU�.
N
I
m
o
z� OPT.
�,-
}o
o
—
---
1R /1SN
W.I.C.
cv
®
ISLAND
3'-1" -
co
q
Cam r—
�r--
1 8' _0"
(CARPET)
�
O
-
l
-'
m
/a 0
I
I
&-T.
II OPT.
=I
10-10
_
3-/0
3-8
LaCCC�
I W.
II D I
�I
1
1/2 WALL W/
11 5
OPT. L —
J L — — J
fY
oPT
=
RAIL. ABV.
�
LAUN.
REF. I
O
'
O
N
T
CLG
1R/1SH
-
S'-4" HIGH
�,
`�
; COND
WALL
3, _a
WH.
m
DINING
u
_
— —
ROOM000
,
VAULTED CLG.
(CARPET)
[L/00
L
o
SHELF
co � 4
(,
GARAGE
-
s'-0° cLG.
JL
p p z
O
Q
SQ.FT. CALC.'S
LIVING (15T.)
LIVING (2N1D.)
110a
1104
S0.
50.
FT.
FT.
TOT. LIVING
2812
60.
FT.
GARAGE
401
SO_
FT_
ENTRY
21
SO_
FT.
PATIO
E54
60.
FT.
TOTAL
3348
S0,
FT.
OPT. LANAI
120
50.
FT.
—== ♦ 0 ♦
'31-01
111�11�1111�
s o c-
I
I
I
m
m
I
2'_4
L o
0 0 0
IR- ISN
----------fix I
\ 4
OPT. OWNR.'s BATH
FLOOR PLAN
— — — — — — — — — — — — — — — — — — — -
I
I
-ELEVATION„C„
.. -------------------------
I
LIVINGIN
-'
o to u
-'
�,
ROOM
/ ,�
CA
`,'
VAULTED CLG.
/
(CARPET)
m��
z
'
FOYER
x
�� N
3-ELAVATION OPTIONS.w(Y
(2) 3/4" PLYWOOD RIPS
SEE [DESCRIPTION
O
CIF NEEDED FOR
FOR WIN. TYPES.
I 0
O
L
L- 3
O 0
SOLID NAILING)
`t
ITEMP.
�t
cW
KICK PLATE
—
M7— m
FUR JST OR 2 X 12
�3/4"
1 1/4 TREAD
— — — —
GLUED 4 NAILED.
W/12" SID
LITE
1�'-0" X -1'-0" O.H.
d"
2 X 4 RE-INFORCING
-
-------
------------
-
-0 EA_ 2 X 12 STRINGER
15R -i.4°
3'-4"
2'-5"
-------
------------
SERCURE W/12d 6"-a" O.C.
14T 10"
loll
W/ARCHED TOP I
1'-4" 11 _411
a..
(2) 26-6H
�1'-4"
�0'-0"
5'-S"
I/o'-0"
ELEVATION-P -C 1
(2) 26-SH
ELE�2)
(3) 2 X 12 SYP STRINGERS
5-5HON-D I
2 X 4 PLATE
W/ 76" X a" X 20"
� TRANS ABV. ,
40'-011
STAIRDETAIL
1ST. FLOOR PLAN
BAKERS
CROSSING
LOT#109
PH-2
MODEL:
"2879— R"
BLOCK
994"BRG.
I S T. FLR
PLAN
DATE:8/22/03
Sc AT: V4101'-01
SHEET
2 OF 7
duo fj 003
r�
1
C
BAKERS
CROSSING
LOT#109
PH-2
MODEL:
)) 2 8 A 9 - R)�
BLOCK
9)4"BRG.
2 ND FLR
PLAN
DATE: 8/22/03
:SCALE: ANEI1-0'
:SHEET
3 OF 7
A
LOT#109
PH-2
MODEL:
79 2879- R99
BLOCK
ZJ' 4" BRC.
ELEVATION
)) D ))
DATE: 8/22/03
SCALE: V41■1'-m'
SHEET
4 D OF 7
n
v
BAKERS
CROSSING
L • T - 10 (
I'
MODEL:
"287 ^- R"
BLOCK
9 9 4" B RG
ELEVATION
D„
DATE: 8/22/03
SCALE: ANNIS-m'
SI3EET
5 D OF 7
m
r
II II II
II
II II
BG B2
M1
II
II
51
_ _ =
LI
51
_ _ =
1
Al
51
— —
—
A9
BI
All
E51
A C
- _ E31
51
A
(� 1
A
- — B 1
A
A
- — 51
A
E31
BTRUSS
TO 4X(o POST MSTA-30
_ 2ND FLR POST TO 1ST FLR POST
QJI
BI B2
TOSSLAB
POST
X
Q
A
LTT-19
J
B1
A
TRUSS TO 4X6 POST (2) MSTA-30
I
2ND FLR POST TO 15T FLR POST
J
B1
POST TOSSLAB
MTT28-B
51 TRUSS TO POST MSTA-30
A
2ND FLR POST TO HEADER
MSTA-30
J
z
i-3GA1-3
HDR
AGAR
— —
E1
— -
DGAB
@GAB
0
E
LULJI
_Q
QC
PLK GOL TO 9'-0"
2X4 WALL W/ GONT.
SHEATHING TO 12'-4"
BRG. SECURE WALL
TO BLK. W/ 1/2" X 8" A.B.
EA. END (4 TOTAL)
TRUSS PLAN
NOTE:
* CONNECTORS TO BE SIMPSON U.N.O.
* TRUSS TO BLK META-1(o W/12 - I0dXI 1/2
*TRUSS TO WOOD MT5-12 W/14-106XI 1/2
M
L
K
FLOOR FRAMING PLAN
NOTE:
* FLOOR JOIST TO BLK. 5IMP50N
HETA-16 0 END 8 EVERY 32" O.G.
ON PARALLEL. FLOOR JOIST.
F19
2X4 COLLAR TIE
EVERY OTHER RAFTER
2X RAFTER
2-12d EVERY TRUSS /
1X6 NAILER
2X RIDGE
3-126 RAFTER
TO NAILER
-1/16" O S B J 1X8 NAILER --/—
OR 1/2" PLY. 2-12d EVERY TRUSS
CONY. FRAMING DETAIL/VALLEY
DBL. TOP PLATE
KNEE WALL DETAIL@ ENTRY
(�4 HIP DETAIL
BAKERS
CROSSING
LOT#109
PH-2
MODEL-
"287 ^ - R"
BLOCK
9' 4" BRG.
FLAMING
PLAN
DATE: 8/14/03
SCAT: V4'■l'-O'
SHEET
6 AB D o:P 7
u
7
I
CIF(-''----------�.
-O
L IGHT 4 SWITCH
W/ OPT. DOOR
(K
Lu
LLI
-
COACH
L IGHT
ELECTRICAL LEGEND
SYMSOL
DEFINITION
NOTES
SYMBOL
DEFINITION
NOTES
IIOV OUTLET
4' LIGHT 5TRIP
(CIF-J�■
I I
IImV OUTLET
1/2 OF: OUTLET
WIRED TO
SWITCH
FLOURECENT
LIGHT
WRAP AROUND
_
2' FLOURECENT
dc-pi
IIOV OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
_ _ _ -
4' FLOURECENT
�f
n I �
220V OUTLET
®
PANEL
METER
WP
GFI
EXTERIOR
WATERPROOF
OUTLET
OS_D_
SMOKE
DETECTOR
GATT. BACK-UP
WIFRE
W/ N ER -
CONNECTED
SWITCH
PENDANT
LIGHT
SWITCH
3-WAY OPER
�)4
SWITCH
4-WAY OPER
®
TELEPHONE
JACK
WALL
MOUNTED L IGH
A/C
AIR COND.
D I5CONNECT
WH
WATER NEATER
DISCONNECT
FILING LIGHT
TV
TELEVISION
JACK
i 1
0
`JVP
VAPOR PRO
LIGHT
CEILING
FAN/LIGHT
C-51LIN25 SOX
REQUIRED TO
5E SUPPORTED
IN ACCORDANCE
W/ 5OX MARKED
AIDS SUCH
R INSPECTION
r
\0j
RECE55ED
CAN
VENT. FAN
MIN. I CFM
PER 50. FT.
FLOOD
LIGHT
VENT. FAN
W/LIGHT
MIN. I CFM
PER SQ. FT.
INTERCOM
SPEAKER
2' LIGHT 5TRIP
200 AMP
METER EASE t (jMr=TF-)Q
MAIN DISCONNECT COMBO
SQUARE D
200
AMP.
MAIN
DISC.
SERVICE BY
POWER CO.
/0 ALU. CABLE
TYP.
200 AMP
INSIDE
PANEL
04 COPPER TO 5/&' GROUND ROD
ALSO SERVICE TO BE BONDED TO FOO
ELECTfRICAL fRl
NOTE!
ELECTRICAL MATERIALS AND INSTALLATION:
COMPLY W/ APPLICAELE PROVISIONS OF TH
ELEC. CODE, LOCAL CODES, AND THE LOCA
2°
lil-, ml� illill 111, g��Jllj 1�
ll��pi .......... @ 1 211,
l�N�eForil.,l 01 0 M�Jff
A/G
DISC.
014 COPPER TO
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO I3E VERIFIED
akOMEOWNER PRECONSTRUCTION MEETING
NOTE:
,ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARC FAULT.(NEC 210-12)
NOTE:
*20 AMP DEDICATED LAUNDRi- CIRCUIT.
LIGHT 4 SWICH
W/ OPT. DO
(II)OPTO
OWNR,'S BATH
ELECTRICAL PLAN
2°
nr��r � 3 ° VTR
TO
MAIN
PLUMBING 1'[ 1 1' IDIAGTRAY11
ITCHEN
INK W/
ro VENT
803
BAKERS
CROSSING
LOT#109
PH-2
MODEL:
BLOCK
9
94"BRG.
1st FLOOR
ELECTRIC
DATE: 8/22/03
SCAT: V4'■i'-m'
I :SHEET
I 7 OF 7
m
I\-----------------------------------------
I
(:D
I
I
I
OPT. BD.RM. # 5
l
\ /
(: )OPT. BDRM. & BATH
I
ELECTRICAL LEGEND
5YMB0L
DEFINITION
NOTES
5T I5OL
DEFINITION
NOTES
n n
110V OUTLET
4' LIGHT STRIP
110V OUTLET
1/2 OF OUTLET
WIRED TO
5WITCH
FLOURECENT
LIGHT
WRAP AROUND
_
2' FLOURECENT
GF1
110V OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
_ _ _ _
4' FLOURECENT
220V OUTLET
®
PANEL
METER
WP.
CFI
TT
EXTERIOR
WATERPROOF
OUTLET
OS.D.
SMOKE
DETECTOR
RATT. SACK -UP
W/ NTEEDRUJIRE
CONNECTED
SWITCH
PENDANT
LIGHT
SWITCH
3-WAY OPER.
�
SWITCH
4-WAY OPER
®
TELEPHONE
JACK
n
YMOUNTED
WALL
LIGP
A/C
AIR COND.
DISCONNECT
rwH]
WATER HEATER
DISCONNECT
y-�
(M)CEILING
LIGHT
H
TELEVISION
JACK
1
m
VAPOR PRO
LIGHT
CEILING FAN/LIGHT
CEILING 5OX
REQUIRED TO
IN ACCORDAN D
W/ NOX MARKED
AS SUCH FOR
INSPECTION
of
RECESSED
CAN
VENT. FAN
MIN. I CFM
PER SQ. FT.
FLOOD
LIGHT
VENT. FAN
W/LIGHT
MIN. I CFM
PER $Q. FT.
INTERCOM
SPEAKER
2' LIGHT STRIP
ELECTRICAL PLAN
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
,0HOMEOWNER PRECONSTRUCTION MEETING
NOTE:
*ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARC, FAULT.(NEC, 210-12 )
BAKERS
CROSSING
MODEL:
BLOCK
9' 4" BRG.
2nd FLOOR
ELECTRIC
DATE: 8/22/03
SCA .M: V4101'-0'
�3HEET
7 AOF 7
4 I /2
3 1/2" THK.
u GONG. SLAF5 4
3 1/2'
I D1
D1
24"X24"X12" CONC. PAD
■ W/3-05 BARS E.W.
CON CHAIRS)
MIN. 3" COVER
7 (2 TYP.)
I/o'-O"
I'-4" 13'-4" 1' 4'
<I
PRECAST
COV. PORCH
QI I�
\S)
I I
SrD68 S.G.D.
L la
�; FOUNDATION PLAN (�j FLOOR PLAN(�) LINTEL SCIIEDULE
rJ REAR ELEVATION
prwl .i.
-o"
0' - 0"
FIN. = LR
(�) LEFT Ed.EVATION
RIGHT SIM.
F --------- Tf=1
P= _
6 OPT® C ® PORCH
O
TRUSS PLAN ACLU —SPAN
*CONNECTORS TO BE 6IMP60N U.N.O.
*TRUSS HANGERS TO BE SUPPLIED 4
ENG'D. BY TRUSS CO.
*TRUSS TO BLK META-16 W/ (12) 106XI -1/2
*TRUSS TO WOOD MTS -12 W/ (14) IOdXI -1/2
-pig
u u
� o
�♦i
(e) OPT. C.
TRUSS PLAN C.C.A.
*CONNECTORS TO RE SIMPSON U.N.O.
*TRUSS HANGERS TO 5E SUPPLIED 4
ENG'D. BY TRUSS CO.
*TRUSS TO 5LK META-16 W/ (12) 1 6X1-1/2
*TRUSS TO WOOD MTS-12 W/ (14) 106Xl-1/2
_ 12
AST- ^,GTt
LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L lm
9'-4"
01=8-18/IT
OPT. COV. PORCH
L 11
14'-8"
0FO-15/1T
OPT. GOV. PORCH
L 12
9'-4"
5FO-18/1T
OPT. COV. PORCH
------------------ 7
� COV. PORCH
WP.
GF I
,;, ELECTKIC9L
BAKERS
CROSSING
ILOT#109 I
PH-2
MODEL:
BLOCK
' "BRG.
OPT COVERD
PORCH
DATE: 8/22/03
S C ALE: V4' ■ 1'-®'
SHEET
7 B Off' 7
1
I
t-
2X4 DBL MIN. 6" E9 MBEDMENT 1/2" X "
SP-4 1�" O.C./EA. STUD TOP PLATE 2X4 MID -WALL 2GXLKMC�ID-WALL ANCHOR BOLTS AT 3' O.C.
k3LKG 2" AB V. CONC.
6"X6" #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.G. 32" O.C.
z PSI EPDXY 25" MIN. ABV. (o" EMBEDMENT BLKG (o EMBEDMENT 2X4 STUD 2X4 STUD
SLAB/ro" MfN. EMBEDMENT 1(o" O.C. MAX. Igo" O.C. MAX."X6" #10 W.W.M.
6"X6" #10 W.W.M. 2X4 P.T.
Q II BT PLATE 2X4 P.T. k3T PLATE SP-4 1�" O.C./EA. STUD 2X4 P.T. BT PLATE _
IN 16" O.C./EA. STUD—�
(2) CONT. 05 KEBABS 1�_4���z� `Q u � ° ° °
° °
II 2-#5'S ON CHAIRS
} CONC. SLAB 4„ 4„ - p GONG. SLAB ?,,/1'-g"4„ z o CONC. SLAB4„ 4I -402 #5's GONT. I _0 3 #5's CONT.2 #5'S CONT. 1 _0 =
U TYP. RETROFIT FORALL m � m
TYP. WALL SECTION 1 � OMITTED FOUNDATION DOWELS
INTERIOR' SEARING �JALL/1�10 UPLIFT WOOD FRAME FOOTING
� INTERIOR �E,4RING WALL INTERIOR k-3�ARINC� WALL�
BLK. SINGLE STORY
1= ''C25)- ORS'
3 1/2 ° HEAD OF GARAGE 3 1/2" HEAD of GARAGE �--�#5 DOWEL BAR(ONE SIDE 05 DOWEL BARS S DOWEL BARS
(VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES DIM VARIES
9 ANCHOR BOLTS AT 3O.C.
9" ANCHOR BOLTS AT 3' O.G. 15/S" � cuff II (0"X6" 010 W.W.M. 15/S" CURB II &"X6" #10 W.W.M. CURB II &"X6" #10 W.W.M.
- ONLY IF UPLIFT ON WALL "XMIN �" EMBEDMENT
6" #10 W.W.M. rll
N MIN 6" EMBEDMENT EXTEND 1 1/2 _
m 6 "X(o" #10 W.W.M. 1� RECESS /2" � II II �-
- -
_ 2-#5'S ON CHAIRS o C3-5'S W/2-STORY)
11
2-#5'S ON CHAIRS I -4
4" _ _ccl SINGLE (3-5'S W/2-STORY) SI
8 4 "� 1 -8 3 #5'5 ON CHAIRS STORY STORY
I -0 2 #5'S ON CHAIRS 1 _8 I'_8
TWO TWOTHICKEN EDGE GARAGE CURB STOP INSIDE FTC. AT GARAGE STEP-UP STORY STORY
0— INSIDE FTG. AT GARAGE STEP-UP (cGARAGE SERVICE/POOL
1-STORY BEARING WALL
2-STORY BEARING WALL DOOR RECESS GARAGE CURB CARAC-xE CURB
CONC. SLAB OVER CLEAN,
COMPACT TERMITE TREATED
(3) # 5 RODS EA. WAY ON allCMUL, (o MIL. V16. VAPOR
CHAIRS (MIN. 3" COVER) J TOP CORD BLOCKING AT 4'
4" "X6 " $10 W.W.M. O.G. MAX. IN FIRST 2 FRAMING
GRADE SLIDING POOR TRACK GARAGE SLAB D.
m m —
RAFTER OR TRUSS
m SLOPE CONC. ROOF SHEATHING LAYOUT 7ROOF SHEATHING
I
GARAGE
BEYOUND
`-GONG. DRIVEWAY
—
1 S
3
3"
#5's
MIN.
CONT.
COVER
AND ENDWALL 5RACING
FOR GABLE END FRAMING
it
z
Q
T-AL" SLAB AT SL. ��1_ASS DOOR C�/�KAC�t I.�VV� � V
1� 11 OPENING
1� 2-STORY FOOTING BUILDING LENGTH
II �� #ad GUN NAILS e4" O.C. #Sd GUN NAILS
II II (I TOP 4 E30TTOM EDGES e b" O.C. IN FIELD
. POURED LENTIL TO BE II III @ U
o' CONT. (TYP) #5 REBAR II I OUTS[DE GAR
2X WALL FRAMING
u
_ _ _ _ =
II II II CONTINUOUS a z (3) 1/2 X8 ANCHOR BOLTS $ Z 1U z O
8" CMU FILLED or (3) 1/2"X&" J-BOLTS
MIN. 6" EMBEDMENT
CELL (TYP.) . , � U
Tr W/ 2 "X2 "XI/8 WASHER AND U O w
NUT SPACED EVENLY FROM O ; = TYP. EXTERIOR SHEATHING
EXT. FRAME WALL TO 25" MIN. LAP
BLOCK WALL CONNECTION FLOOR TO BONA BEAM. SET TYP_ REBAR LAP @ ATTACHI" PENT FOR ROOF SHEATHING
IN JOINTS PRIOR TO FILLING_ CORNERS
(SLEEVED ANCHOR IN SOLID NOTE:
POUR ACCEPTABLE RETROFIT) 2-#5's REBAR a 1 STORY WHEN GLUED TO ROOF ME1„1E3ER
3-#5's REBAR 'D 2 STORY GAR G DCCR I I I �FOF�,)�IAT I OI I � 6"-S" 'a EDGES 4 1O"-12" IN FEILD
TYP. EXTERIOR SHEATHING ATTACH4 LENT
Q POURED LENTIL FOR SHEAR AND UPLIFT
coNT. (TYP) (0.6.5. TO 5E STRUCTURAL GRADE)
v:d
GROUTED _
CONNECTORS FROM PLATE TO STUD TO PLATE
POND BEAM z PRE -CAST HpR. 2X6 EGARAGE DOOR BUCK W/ ARE NOT REQUIRED EXCEPT AT OPENINGS
CHOR 5OLT5
TIE TO HORZ. PARS uw ®'.oa (3)or(13) 1/28"X,5�J-5OLTS
0" MIN. EMBEDMENT �`' } 6B " EMBEDMENT MIN.
W/ 2 "X2 "XI/8 WASHER AND
v 8" GMU FILLED NUT SPACED EVENLY FROM HORZ. REINFORCING VERT. REINF. CELL # (TYP.) 06 GUN NAILS
FLOOR TO GARAGE DOOR HDR.
6 HOOK 1 4,11 IN GROUTED IN JOINTS PRIOR TO FILLING. 12 O.C. IN FIELD
CELL
1-2X(o PT BLOCK ,@ CENTER OF ` Q
DOOR HEADER W/CI)
(1) 1/2 "X&" ANCHOR BOLTS z 0
CLEANOUT REQ'D or (1) 1/2"XS" J-BOLTS Z p
FOR GROUT LIFT 6 " EMBEDMENT -
.r; 5 FT. UNLESS W/ 2 "X2 "XI/8 WASHER AND NUT �4
HORZ. REINFORCING Z Y FOOTING DWL IS
6" HOOK Y- } NOT REQ'D. TYP. FLOOR DECKING
HORIZONTAL/VERTICAL REINFORCING cal O ATTACHMENT TO FLOOR JOIST
EA. SHEET TO BE GLUED AT ALL
EXPOSED JOIST
BAKERS
CROSSING
LOT#109
PH-2
IMONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 8/22/03
SCALE: V4'■l'-O'
SHEET
DI OF 4
2X4 SUB -BAND a HURRICANE STRAPS
CHASE GROVES,WAVERLEE WOODS 2X4 SUE3-BAND a (SEE TRUSS PLAN 2X4 SUB-BANp a
CHASE GROVES,WAVERLEE WOODS CHASE GROVE WOODS 2"X4" BLOCKING
FEILD STREAM
FEILD STREAM FOR CONNECTOR) FEILD STREAM
2X6 SUB -BAND a FIRST TWO BAYS
2X6 SUB -RAND a 2X6 SUB -BAND a � �� METAL LATH
LAKE KENOE,CYPRESS NEAP 4 -0 O.C. MAX
ALOMA WOODS LAKE KEG-IoE,CYPRESS HEAP LAKE KENOE,GYPRESS HEAD
ALOMA WOODS --ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISNED FASCIA OVER #15 FELT OVER �i/16" OSB OR 1/8" TEXTURED
ASPHALT SHINGLES f116" OSB SHEATHING 1/2" PLYWOOD FINISH
OVER #15 FELT R-19 INSULATION METAL DRIP EDGE _ OR 1/2' PLY. W/ 15# FELT
7/16" OSB. SHEATHING FIBERGLASS SHINGLES _ R-19 INSULATION
OR 1/2" PLY. ON #15 FELT OVER 1 3/4" T 4 G PLYWOOD 2X4(CONT.)
-f/16 OSB. SHEATHING TO BE GLUED
(SEE TRUSS PLAN
HURRICANE STRAPS METAL DRIP EDGE SEE TRUSS ENG. -� ROOF TRUSSES a
FOR PROPER 2 4 " O.G. 4 NAILED
FOR CONNECTOR) I/2" CLG. BOARD 4 TEXT.
2X4 DOUBLE PLATE (TYP.) 2X4 SPF STIFFBACK AT BRACING HEtA-16
O (1,#5 CONT. LL UPRIGHTS OVER 4'-10"
METAL DRIP EDGE
ALUM. FINISHED VENTED SOFFIT LINTIEBLI=SS RAP
1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS
ALUM. FINISHED VENTED SOFFIT 0 0 1/2" CLG BOARD 4 TEXT. 1/0' TEXTURED FINISH
8 LINTEL BLOCK FILLED 1/2 ALUM. WINDOW X
DRYWALL OVER 15 FELT OVER R-19 INSULATION SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) CMU'S TEXTURED
1/0"t€XTUR€D FINISH ON -i/16" O.S.B. SHEATHING
PRE -CAST LINTEL 3/4' T 4 G PLYWOOD OR 1/2" PLY /--- FINISH
FELT BARRIER OVER GLUED 4 NAILED
ALUM. WINDOW 1/16" OSB SHEATHING OR 1/2" PLY.
SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4"
FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE "
SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2 CLG. BOARD 4 TEXT. TWO 5TORNI'
FOR JOIST TYPE SIMPSON HTG-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.)
PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) OR MSTA-24 24" O.C_ MAX
2X4 NAILER (CONT.)
all CMU R-4.2 INSULATION O (1)5 CONT. SEE TRUSS PLAN
FOR HDR SIZE
1X2 P.T. FURRING STRIPS FLR SET -1 BLK 1X2 FURRING STRIPS �� f5AND [DETAIL
ALUM. WINDOW
TEXTURED FINISH 1/4" WOOD BASE u 1/2" DRYWALL SEE FLR./ELEV FOR DES. SILL
8 LINTEL BLOCK FILLED -1/16" OSB SHEATHING WOOD BASE CTYPJ
Q PRE -CAST LINTEL OR 1/2' FLY. UNDER
FELT
R
PRE -1=A 3 TRUSS
ALUM. WINDOW FLOOR JOIST/
v 61,X6" #10 W.W.M.SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT.
OR FIBER MESH SEE FRAME PLANS
0 REINFORCEMENT PRE -CAST SILL FOR JOIST TYPE SP-4 32 O.C. STUD 2X4 DBL. TOP PLATE
GONG. SLAB OVER CLEAN, HETA-1(o"a 32" O. C. MAX
COMPACT,TERMITE TREATED O CLG. BOARD 4 TEXT r 1/2 DRYWALL
w z w SOIL OVER 6 MIL VIS. VAPOR 2X4 WOOD STUDS
} y } 2 *5 CONT. 8 CMU BARRIER,W/6X6 #10 WWM 8" LINTEL BLOCK IX2 FURRING STRIPS `
1 -4 (FILLED) 2X4 CONT. STRESS �1(o O.C.
N O `� O TEXTURED FINISH 1/4' 0 0 1/2" DRYWALL BLOCKING MID -WALL
WOOD BASE (TYP.) PRE -CAST LINTEL _ DR LL
2X4 PT. PLATE
Q 6P-4 32" O.C. @ STUD 1/2 "X9" A.B. 32" O.G.
q ALUM. WINDOW ( WHEN UPL 11=TT\ 6' EMBEDMENT
T��='. WALL SECTION � � SEE FLR./ELEV FOR DES. SILL
BL < 1- 5TOR' 1- ° ° WOOD BASE (TYP.) CONC. SLAB z
6"X6" #10 W.W.M. PRE -CAST SILL
"�
z IX 3 #5's CONT OR FIBER MESH CONC. SLAB 4"4"" �
w z w REINFORCE'rIENT 2 #5'S CONT. 11-411m
}}
� � � I'-8" 8 GMU VAPOR BARRIER
TEXTURED FINISH 1/4" INTR(ORE,4RING WALLASPHALT SHINGLES OVER T�1PWALL'2. �� SECTION
#15 FELT ON 7/16" O.S.B. O w NOTE: FOR WALLS W/FLOOR LOAD ONLY
-
2 "X4" BLOCKING �
�� p0 NOT INSTALL CONNECTORS.
SHEATHING OR 1/2' PLY FIRST TWO BA'T'S 2 - STORK co z
4'-0" O.G. MAX 6"X6" #10 W.W.M. 2X4 DBL TOP PLATE
METAL DRIP EDGE —
2X4 SUB-BANp x O OR FIBER MESH
RE INFORCEMENT
CHASE CROVES,WAVERLEE WOODS SEE TRUSS ENG.
FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS z v
2X6 SUB -BAND a ul ? w
(SEE TRUSS PLAN) } }
BRACING
LAKE KEHOE,CYPRESS NERD m (3) #5's CONT.
ALOMA WOODS ROOF TRUSSES a DBL. TOP PLATE
WRAPPED/ALUM FINISHED FASCIA 24' O.G.
I/2" DRY WALL
ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS FIRST FLOOR BLOC;<
2X4 SPF STIFFBACK AT SECOND FLOOR PR41" IE
ALL UPRIGHTS OVER 4'-10° m 2X4 16" O.G. MAX
(SEE TRUSS ENG. FOR SIZE)Lammmfm HEADER (SEE PLANS)
1/8" TEXTURED FINISH
OVER 15# FELT OVER 1/2" CLG. BOARD 4 TExT.111` PRE-FAB TRUSS 2X4 PT.
"1/16" O.S.B. SHEATHING 2"X4" NAILER CONT, BT. PLATE
OR 1/2' PLY. � I/2" CLG. BOARD 4 TEXT. TEXTURED FINISH
(2) LAYERS -i/16 2X4 DBL. TOP PLATE ON GALV'D META 1/2" X V A.B W/
O.S.B.SECURE EA, LAYER SP-4 32" O.C. STUD OF #15 FEL ' '''��
2x4 P.T. PLATE W/ LATH oVE Ty
•' '•' MIN. 6" EMBEDMENT
1/2"X9" ANCHOR BOLTS ° W/2 8 MAX.-12 O.C. .-® HDR. STUDCS)/JACKCS) -. 1/2 DR'�'LUALL ';�.� 32'DO.G. MAX
ER
MIN. 6" EMBEDMENT 2X4 WOOD STUDS #5 REBAR CONT.
1/2 X 9 A.B OR J-BOLT LSTA 12
W/2" DIA. AT 32" O. G. a 32" O.C.MAX STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS '�1(0" O.C. ;•.:,;';,'
SECURE TRUSS TO 2X6 W/ KING STUDS) 5P-4 BLOCKING MID -WALL
TOP 4 BOTTOM) 3/4" TC-c SUBI=LOOK
12d a 6 -8 CONC. FILLED LINTEL
PLYWOOD O TRUSS NAILING BLK. REINF. WITH (US ROD C-SLUED $ NAILED I
4" O. C. a EDGE
6" O. C. a IN FEILD
8" CMu L FLR. JST. SIZE SEE FRAME PLAN
TEXTURE FINISH 1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4' ''--
R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR STUD TO j/ 1/2" CLG. BOARD 4 TEXT.
1/2" DRYWALL - - - - — - - - — — - - — 15t FLR. STUD —/ 2X4 DBL. TOP PLATE 1.000D RAI"I TO B L_K.
IT — F M5TA-3(o 321, O.C. 1/2" DR�UJALL
2X4 WOOED STUDS
2X4 CONT. STRESS WOOD BASE I I I I I I BLOCKING MID -WALL O.C.
I III fill
II II
NAIL PER SCHEDULE/
2X4 PT. PLATE
(3o I I I I I I BOLL PER FND. PLAN SP-4 32" O.C. STUD 1/2 "X9" A.B. 32" O.C.
MIN. 6' EMBEDMENT
�<1
.� z
o °
� 6 "X6 ° 1110 W.W.M.
0 o OR FIBER MESH CONC_ SLAB z 2X8 RIDGE w p
REINFORCEMENT TAP EXTERIOR OP�NINC� IN FR,4ME 3 *S'S GONT. 4 1'-8" 4 m 2X4 COLLAR ERTIE0 Q
EVERY OTHER RAFTER
} Z} v 4 2X6 RAFTE 00
N0=0 } mIL
U no 2 #5 CONT.
U
m
T''P_ WALL SECTION
2 -STORE 2-12d EVERY TRUSS
INTERIOR BEARING WALL. IX6 NAILER 3-12d RAFTE
3-126 TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
111ren= 1 O.S.B. 1X8 NAILER
OR 1/2" PLY. 2-12d EVERY TRUSS
E3L< 1-STOR�r (GABLE) MINIMUM WALL AND H AIDER I=R CONY. AMIN DETAIL/ /A� �I'
,
MAXIMUM N3=AD1=R SPAN (Ft.)
UP TO
5'-O' TO
S'-m'
4'-11 1/2'
7'-II 1/2'
AND UP
NUMBER Or- HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OE FULL LENGHT STUDS
AT EACH END O� HEADER
I
2
3
BAKERS
CROSSING
ILOT#109 I
PH-2
MONOLITHIC
BLOCK
DETAILS &
NOTES
DATE: 8/22/03
SCAT: V41mV-0'
SHEET
2 OF 4
# 1000 UFL IFT
SIMPSOM MTS-12
W/1 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
2000 UPLIFT
(2)5IMP5OM MTS-12
ONE EA. SIDE OF TRL
OPPOSITE SIDE OF E
W/-f 106 TO TRUSS
AND (2)1/4" X 1 3/4'
TAP CONS TO CONT
POURED LINTEL
'RUBS
FINISH g LANDING
12' z
P.
3 BOND BEAM
TRUSS ANC�4OfR IDETAIL =RETROFIT
9" MIN.
LESS THAN 10'
REQUIRES
1' NOSING
DBL 2XI2
FLOOR JOIST
3/4" PLYWOOD
WITH 4 160
COMMONS NAILED
THRU 3/4" PLYWOOD
INTO EACH STRINGER
NOTE:
STAIRS RISERS TO CONFORM
TO FBC 2001
2R+IT=24"-25"
3/16" MAX. VARIATION IN 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 EaUIVALENT
GRASPABILITY
WINDERS- MIN. 6' WIDE -w NARROW END
MIN. 11' WIDTH a 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
3/4" PLYWOOD
2X12 TREAD
CUT TO FIT
- 1X5 RISER
LESS THAN 4" TYP.
BETWEEN SPINDLES
1X2 PT.TOP OF BOX
DBL. TOP PLATE
SP4 OR H-5 TOP PLATE TO 5TUD5
2'-O' ABV. 10'-O' LEVEL TO ROOF
2X4 STUD
0
OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0'
1/16' OR 15/32' O.S.B.
Wn/8' TEXTURED
101_011
FINISHED OVER
— — — — — — — — — — — — —
GALVINIZED METAL — ---
PAPER BACK LATH
/
FRAMED CRICKET
SIMPSON H-5 (MIN_)
2X4 TO TRUSS
HANE
1/2' C
IX
1' NOSING TYP.
r(1 �
r
STAIR, SECTION DETAILS
PRE. ENG. TRUSS —7 C 1 I I j -t I rz"r ZDE T A I L S
SIMPSON
�IN.)
2X4 BTM. PLATES V/ °2X4TO TRUSS
SECTION
PRE. ENG. TRUS
IX2 F'T.TOP OF
DBL. TOP PLA'
1/16' OR 15/32'
Wrt/8' TEXTURE
FINISHED OVER
GALVINIZED ME
PAPER BACK 1
CRICKET
2'-5-1/2"
FLAN VIEW
2X4 STUDS FROM TRUSS
STUDS TO DBL. PLATES ABV.
36" MIN. FINISH
,5T,4IfR UJINIDfR [DETAIL
ASPHALT SHINGLES OVER
+' 15 FELT ON 7/16' O_S.P. —
(2) 2X4 +'2 ND SYP DIAGONAIL BRACE /
TO COViv ER SATRUSSES DIAGONAIL BRACE f/
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
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. PLATE15OLT W/ 1/2'X9 A.R. COMMOM
(W/ 2' DIA. WASHER a 32" O.C. MAX. 1/2" Cl-G. BOARD TRUSS 24' o.c.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d 9 1=A. TRUSS R-19 MIN.
1-05 REBAR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRAG.
0'-0" TO 30'-0" (1) 'X' BRACE
30'-1" TO 6 0'-0" (3) 'X' BRACE
(1 'X' BRACE tv CENTER)
(2 'X' BRACE DIVIDED EaUALY FROM CENTER TO END)
r-:xA J=E ENED C 05,5 5F,:)AC ING 1- STOF�"''
i
2X4 SECURE TO 2X4 BLK W/2-12d
SECURE TQ BLK W/ META-16
2X4X4' SECURE TO TRUSS W/ 3-12d
6'-5" O.C. MAX TYP.
2x4 BLK SECURE THRU TRUSS W/3-12ds
PER ENG'D TKU6$ 24' O.C. MAX
21-0° EXTEN51ON OFT 5ERVICE DR.
N.T.S.
METAL LATH
1/16" OSB OR TEXTURED
1/2' PLYWOOD FINISH
W/ 15# FELT
2X6 (GONT.)
2X4 (GONT.)
SIMPSON EXPANSION
HETA-16 JOINT
CMU' S
TEXTURED
FINISH
TWO STORY
(2) 2X4 02 ND SYP DIAGONAIL BRACE—
W/ 3-12d Q EA TRUSS ( DIAGONAIL 15RACE
TO COVER 5-TRU6SE5
2X4 BLOCKING FIRST 2 RAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
"1/16" OSB SHEATHING
USE ad NAILS AT
4' o.c. EDGE 4 6' o c. FIELD
2X4 W/ 3/W X $
LAG OR SIMPSON HTC-4 ® 32' O.C. MAX
SHEATHING NAILING TO BE
IN FIELD
4' O.C.GALL EDGES Wad NAILS
1/16" OSB OR
1/2" PLYWOOD
W/ 15# FELT
2X6 (CONY.)
2X FLOOR JOIST
2X4 (CONT.)
2" MIN.
OVERLAP
CAULK
SIMPSON
HETA-16
CMU'S
—
SNRED
AILSIN
TWO
5TOR1'
FIRST FLOOR BLOCK
SECOND FLOOR FRAMING
ASPHALT SHINGLES OVER
" 15 FELT ON 7/16' O.S.B. —
1/2' CLG. BOARD �TRU5S�4" o.c.
NA.I- CONT_ RAT RUN TO
TRuUSS W/ (2) 12d g EA. TRUSS
INSULATION
R-19 MIN.
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD I6' O.C. MAX.
-2X4 BTM. PLATE
iUB-FLOOR
MAILED
HETA-16' FLR JST TO BLK �FLRtRUss
I-"5 REBAR CONY.
0'-0" TO 30'-0' (1) 'X' BRACE
30'-1" TO 60'-0' (3) 'X' BRACE
(1 'X' BRACE m CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
GA LE ENE) CR055 5RACIN 2=STORE'
BAKERS
CROSSING
LOT#109
PH-2
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 8/22/03
SC AT: V4' ■ 1'-m'
SHEET
D 3 OF
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
2 X 4: CED
MIN EMBEDMENT 1 1/41)
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.C. MAX. MIN 1-1/4" EMBEDMENT
PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300
OR DRIVE PIN (MIN SHANK SIZE.145
2 X (o (MIN 2 X 3) 2-3/16 TAPCON
MIN EMBEDMENT 1 1/4')
MIN HEAD SIZE 300
OR DRIVE PIN (MIN SHANK SI
WITHIN 8' OF EACH END 4
MIN EMBEDMENT 1 1/4')
MIN HEAD SIZE 30
15' O.C. MAX. SPACING.
8' FROM EACH END AND IS'
PRECAST HEADER(MIN)
MIN EMBEDMENT 1 1 1/ I/4)
2 x 6: CEM
O.C. MAX. MIN 1-1/4' EMBEDMENT
8' FROM EACH END AND 15'
SECURE TO BLOCK
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
O.C. MAX. MIN 1-1/4' EMBEDMENT
EXISTING BLK ABv.
W/2-3/16' TAPCONS OR DRIVE
PIN (MIN SHANK 5IZE.145
OR DRIVE PIN (MIN SHANK SfZE.l45
LESS THAN
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
•
MIN HEAD SIZE 300
MIN HEAD SIZE .300
16 HIEGHT.
16)
OR DRIVE PIN (MIN SHANK SIZE.145
1/4' TEXTURED FINISH
MIN EMBEDMENT 1 1/4")
MIN EMBEpMENT 1 1/4'"
MIN HEAD SIZE 300
/8' TEXTURED FINISH
WITHIN EACH END 4
8' FROM EACH END AND IS'
MIN EMBEDMENT 1 1/4')
7/16" OSB SHEATHING;
O.C.OF
18' . MAX. SPACING.
O.C. MAX. MIN 1-1/4' EMBEDMENT
8' FROM EACH END AND IS'
2 X 4 16O.C. MAX.IWHEN OVER 16' IN HfEGHtJ
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
O_C. MAX. MIN 1-1/4' EMBEDMENT
2 X 4 (WHEN OVER 16' 11, HIEGHT.)
2 X 8:
OR DRIVE PIN (MIN SHANK 6IZE.145
1/16' OSB SHEATHING
2 X SOLID BLK'G 0 ARCH
SECURE TO BLOCK
--1/2' DRYWALL
MIN HEAD SIZE
1/4' TEMPERED MASONITE
SECURE W/2-12d EACH END
W/2-3/16" TAPCONS OR DRIVE a" CMU -
I'X4' OR I'X2' P.T. NAILER
.300
MIN EMBEDMENT 1 1141)
2X4 BLOCKS
GLUE 4 NAIL W/Sd'S 8'-12' O.C.
ATTACHMENT PER MANUFACTOR'S SPEC'S.
PIN (MIN SHANK SIZE.145
8' FROM EACH END AND 15'
LT
CMU WALL
MTL WDW FRAME
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
DOOR CASING
O.C. MAX. MIN 1-I/4' EMBEDMENT
WITHIN 8' OF EACH ENE) 4
1ANOTE:
NOTE: NO GAP • WDW FRAME
18' O.C. MAX. SPACING.
DOORJTO ATOB2
SHIM AS NEEDED
TO
B
EXCEED
1/4'
ATTACH X
DO NOT ECED 1/4'.
A
1� II A I U I
PERMANUFACTOR'S DETAILS.
CT�WA� DETAIL
D ED-
� ����� �� I � �������
D
�� J/4115 TO
-
E3LCC< 1 1/2_ 11 +
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')
F
7/8" TEXTURED FINISH
8' FROM EACH END AND 15'
MORE THAN
SECURE 2 X RIP TO FIT
�/16' OSB SHEATHING
IX4 P.T. OR 5/4' X 4" MIN.
SECURE THUR FRAME AND
O.C. MAX. MIN 1-1/4' EMBEDMENT
16' HIEGHT.
W/2-12dS 6'-8' O.G. MAX.
EXTEND 1-1/4' INTO BLOCK
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.)
W/3/16' TAPCONS OR DRIVE
OR DRIVE PIN (MIN SHANK SIZE.145
IL
2 X 4 (WHEN OVER 16' IN HIEGHT.)
PIN (MIN SHANK SI E.
MIN HEADS E 300
MIN HEAD SIZE 300
2 X SOLID BLK'G g ARCH
MIN EMBEDMENT 11/4) 8 CM -
.-1/2' DRYWALL
MIN EMBEDMENT 1 1/4')
SECURE W/2 -12d EACH END
REFER TO MANUFACTURING
1'X4' OR 1'X2' P.T. NAILER
8' FROM EACH END AND 18"
O.C. MAX. MIN 1-1/4" EMBEDMENT
1/16 OSB SHEATHING
ATTACHMENT PER MANUFACTORS 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 HIEGHT.)
MTL WDW FRAME
NOTE:
OR DRIVE PIN (MIN SHANK SIZE.145
2X4 BLOCKS
'NOTE: NO GAP a WDW FRAME
DOOR JAMB
M AS NEEDED
TO SHIPLUMB JAMB
MIN HEAD SIZE 300
~- CMU WALL
TO EXCEED 1/4'
p0 NOT EXEEED 1/4'.
MIN EMBEDMENT 1 1/4.)
8' FROM EACH END AND IS'
O.G. MAX. MIN 1-1/4' EMBEDMENT
��C��4�
DETAIL CUTA�A� `�
O FP, J A1""41 5 T O
5 L O C< 3 /4 O 1R 5 /4
A CHUJA`'
DETAIL 1611 AND U'f
NAILING SCHEDULE ALL_ NOTES IN REFERENCE
ROOFDIAPHRAM
TO FL_ORIE:>A BUR RANG
USE 1/16' O.SB. OR I//' PLY WITH 'S GUN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGED AND 08 GUN NAILS AT 6' O.C. AT
O C> E 2001
INTERMEDIATE SUPPORTS. ALSO BEE DETAIL.
ROOF BHEATHING TO GABLE END FRAME
USE 08 CAN NAILS + 4' O.G.
SITE PLAN NOTE S
' EXTERIOR SHEATHING
USE 1/16' OEB. OR 1/2' PLY WITH ,8 GUN NAILS AT 6' OL, AT
PANEL SIDES AND 06 GUN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND 00 GUN NAILS AT 6' OL. AT
IJ LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE
INTEFf'EDIATE 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 IS NOT INTENDED TO BE
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION
NAIL REQUI}zMENTS
ABv. I0b' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY.
SIZE
HEAD
LENGHT
DIA
TENSIL 6TR
3) LOT DRAINAGE SHALL CONFORM To ALL LOCAL CODES, RtC-4ULAI IGNS
AND RESTRICTIONS HAVING JURISDICTION.
8d
ROUNDMODIFIED
1 '1/8,
.113
110,000
OR T
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER 5YSTEM5 TO AN OFF -SITE DRAINAGE FACILITY.
10d
2 1/6'
.125
1-10,000
5) LANDSCAPING IRRIGATION BEARING ETC SHALL CONFORM TO LOCAL
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND
STAPLENAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER
GENERAL_ NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WOW, 16 TO BE
PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
1. DESIGN AND LOADING
A C A. ALLOWABLE UNIT STRE55 AND DESIGG CRITERIA: PLUMBING N OTC S
1. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) I) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
4. WIND IMPORTANCE FACTOR (I) AS APPROVED BY THE BUILDING OFFICIAL.
5. WINE EXPOSURE 'B'
DBL. TOP PLATE
6. INTERNAL PRESSURE CO -EFFICIENT +18 7HRU -IS 2) WATER LINES SHALL BE CPVG.
2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
DBL. TOP PLATE
B
DBL. TOP PLATE
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH I/V AMAFLEX.
CONTINUOUS WALL FOOTINGS.
4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
DBL. TOP PLATE
3. CONCRETE AND REINFORCING
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 310 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
SPECIFICATIONS FOR 5TRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500
PSI IN 28 PAYS 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER
2X4 16" O.G. MAX.
C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40
7) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
2X4 16' O.C. MAX.
A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16
ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
IL IF
5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
A. ALL STRUCTUAL LUMBER SHALL BE 42 SYP. ALL STUDS SHALL BE STUD GRADE SPF.
SECURE 2X4
LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
TO WOOD W/2-126 10(ALL
SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
SECURE 2X4
b. TRUSSES SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.
PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT'
6'-8' O.C. STAGGERED
TO WOOD W/2-12d m
A. PRE-ENGINEERED WOOD TAJSSES SHALL BE DESIGNED IN ACCORDANCE WITH RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
FLORIDA BUILDING CODE 2001
6'-8' O.G. STAGGERED
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 10) ALL CLEANOUT5 FLUSH WITH GRADE.
BT. PLATE
PRIOR TO FABRICATION.
1. GARAGE DOOR 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
BT. PLATE
A. ENGINEERED FOR 120 MPH WIND e3 SEC, GUST. RIDGES.
SECURE 2X4 W/2-3/16' TAPCONS
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA
OR DRIVE PIN (MIN SHANK SIZE.145
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER PLUMBING CODE CURRENT EDITION.
AQcHI I I /\
8. ASPHALT SHINGLES
MIN HEAD SIZE 300
SECURE 2X4 W/2-3/16 TAPCONS I ` `^��"-t �
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK SIZE.145
B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 2001.
WITHIN 6' OF EACH END NOT TO
MIN HEAD SIZE 300
FOU N ®ATION NOTES 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4')
15) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE
SECURE TO SHEATHING W/
WITHIN 8' OF EACH END NOT TO
I. FOUNDATION DESIGN BASED ON 2000 P.5.F. MIN. ALLOWABLE BEARING
MIN. 2-126 PER BLK EA. END
EXCEED IS' O.C-MAX.
PRESSURE. BLOCK NOTES
I/2" PLYWOOD
OR 7/16' O.SB.
2X4 SOLID BLOCKING
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT
SECURE TO SHEATHING W/ 1/2' PLYWOOD
SHOP DRAWINGS WITH ACf 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM 090 AND C145 AND SHALL
To ARCHITECT FOR APPROVAL PRIOR To FABRICATION OR CONC. POUR HAVE A NET AREA COMMPRESSIVE 6TRENGHT OF 1900 PSI.
MIN. 2-12d PER BLK EA. END OR -1/16' O.S.B.
MORTAR
3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C2"10.
I I I
T 1� 10 � A �C H UJ A � W /UJ f I � D O lid
METAL ACCESSORIES
AL I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
8LAATE
4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING:
`
BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. A. ASTM A82 FOR JOINT REINFORCEMENT ANp WIRE ANCHOR..
T I C � A C H UJ �
5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT B• A3TMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
C. A6TM A366 FOR SHEET METAL ANCHORS AND TIES.
SHALL BE S DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT.
ALL COMERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO 2. METAL PLATES, CONNECTORS, SCREWS, BOLT. AND NAILS EXPOSED
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
NORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENT& OF A&TM A90.
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 MA50RY UNITS SHALL EXTEND THE
FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY
1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONRY UNITE 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 KEBABS I -STORY, JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
3M-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND SHALL PLACED IN BED JOINTS AT NOT MORE THAN 16' O.G.
REINFORCI
CORNERS. USE CORNER BARS OR BEND REBAR. LAP A NG 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 A6TM A615, A616, A611, OR A�06. Z g1 IBM
10. FINISH SLAB TO BE 6' ABV. FINISH GRADE t
3AKERS
;ROSSINI
SOT#109
PH- 2
MONOLITHIC
BLOCK
DEVILS
NOTES
DATE: 8/22/03
SCALE: W ml'-m'
'► -i
EET
1 I •