HomeMy WebLinkAbout222 Clydesdale Cir 04-155 New SFHPERMIT ADDRESS
CONTRACTOR
ADDRESS D R Horton
6250 Hazeltine Nat'l Dr #102 -.
Orlando, FL 32822
(407)857-9101 -
CBC 055300 _..
PHONE NUMBER _
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
SUBDIVISION ,
PERMIT #` DATE • C
PERMIT DESCRIPTION,
PERMIT VALUATION
SQUARE FOOTAGE
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DESIGN CRITERIA:
• FLORIDA BUILDING CODE (FBC) 2001
*OCCUPANCY- RESIDENTIAL - GROUP R
CONSTRUCTION TYPE- VI
• 1-STORY RESIDENCE: BLDG HGT 19' -8"
SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE:
• SSTD-10
. CONCRETE MASONRY RESIDENTIAL CONSTRUCTION
* WOOD FRAME CONSTRUCTION{ MANUAL
. WOOD PRODUCTS PROMOTION COUNCIL
• AMERICAN SOCIETY OF CIVIL ENGINEERS
1. ALLOWABLE UNIT STRESS AND DIESIGN CRITERIA:
A. BUILDING CODE REQUIREMEN`.TS FOR REINFORCED CONCRETE ACI 318
B. FLORIDA BUILDING CODE (FB(C) 2001
2. SOIL
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR
CONTINUOUS WALL FOOTINGS.
3. CONCRETE AND REINFORCING
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301.
B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTHOF 2500
PSI IN 28 DAYS
C. REINFORCING BARS SHALL C(DNFORM TO A SIM A615 A616 OR" 617 GRADE 40
4. DESIGN LOADS
A. IN ACCORDANCE WITH THE F:'LORIDA BUILDING CODE (FBC) 2001 CHAPTER 16
'ROOF LIVE -LOADS OF 20 PSF,--DEAD LOAD 17 PSF
WIND LOADS IN ACCORDANCE WITH--- FBC, SECTION__, 1.606, 2001 EDITION FOR
120 MPH 3 SEC ' GUST REGION, INTERIOR PARTITIONS PSF "
PERPENDICULAR TO WALL FAKE
(DETERMINATION OF WIND FURCES AS PER FBC, SECTION 1606.1)
B. STRUCTUAL LOADS
FLOORS ® SLEEPING AREA 36OPSF LIVE _10PSF DEAD
FLOORS ® NON -SLEEPING AIREA-40PSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 1OPS]F DEAD
DECKS-40PSF LIVE -10PSF DEIAD -
STAIRS-40PSF LIVE lOPSF-DEAD�r�
ROOFS-20PSF LIVE 17PSF DEAD
C. BASIC WIND SPEED MPH (M/'S)= 120
D. INTERNAL PRESSURE CO-EFFr'ICENT=+ .18
E. BUILDING CATEGORY=B, USE ` IMPORTANCE FACTOR 1.0
5. LUMBER
A. ALL STRUCTURAL LUMBER SMALL 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/ DOOIR
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/DOVEL PLAN
PG
1A
LINTEL SCHEDULE
PG
1B
WIND LOAD CALCULATION
PG
2
FLOOR PLAN
PG
3D
ELEVATION "D"
PG
3E
ELEVATION "E"
PG
3F
ELEVATION "F"
PG
4D
TRUSS PLAN
PG
4E
TRUSS PLAN
PG
4F
TRUSS PLAN
PG
5
ELECTRICAL PLAN
PG
5A
OPT. COVERED PORCH
PG
D1—FND
DETAILS GENERAL NOTES
PG
D2—CROSS
SECTIONS
PG
D3—MISC.
DETAILS
PG
D4—MISC.
DETAILS
www. drhorton. com
CBC05w'5_800
6250 HaZc=-w1tinoim.-w-National Drive Orlando,FL. 32822
Ta1: (407) 857-9101 Pax (407) 857-9228
D.R. HORTON HOMES
6250 Hazeltine National Drive
Orlando, FL 32822
Tel: (407) 857-9101
Fax: (407) 857-9228
o 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
i, NF R D
V�
LOT #73
PHASE #2
DATE: 9/16/03
SC Al : 1/41 m r-®'
SHEET
Cl ®F 5
I
71'
1 SI - - - - gl ------------
FITZINTIXZM�
40' - O II
201-211
21'-911
-40
I
31/2" Lu
N O GONG. p I
CCII I SLAB
4°� -> � I ■ ■ I - ■ ■ ■
- - - - - - - - - - - - --
- — �1=XTENP
SLAB I I/2° 10 I� �.--�� 1 LAV. I 2
N.B. I D1
3 '
REF.
L__� I I� SNIU
I�
F-�- -1 I I ���� I wc,i
■I 13I I I11 �-� I --Li I I
��z I I
'� - 1 13'-0" [1�-
411 21_/ II 41
I-iiIII 11_�II
iqf
r�o: ALL i I W
I
D1 — — G4 — 0'-0" ELEV-
N.T.S.
— — — — ------------------------- -- —�
I ■ �I
I
I I
I
I
■ ■ ■ ■ ■ ■ I -- - - -
- - - - -
- - - - - - - -
___
5 -Luu
- - - - - ----------
\\
I
II'-0"
I
I I
wc;l
_--Li ___ _�
--------- --------------------
IL�_�I
_
99 9�I
O1 ELEV. F DOWEL LAYOUTI
I'=2 �I=III
2'=�°
q2xro
I
=
WALL
x4
=
WALL A
I I
Q
qx
IRANC;EI
r
I`OPT.
LAV.
LAV.
TUB
— — — — — — — — — — ----------------------�
n OPTIONAL MSTR. CLOSET
U HURRICANE RESISTANT
■
I
■
JRANGEI
L-_J
r — °pa °pa FIN. CONC. SLAB I
0 ° I
I���i LAV. 3 1/2" CONC. REINFORCED
w/ro "X6" 4110/10 WWM OR
r F15ERGLA55 REINF. ON (o-MIL.
VAPOR BARRIER ON WELL -COMPACTED
CLEAN TERMITE TREATED FILL OR
APPROVED SUBSTITUTE,
F (RECRUIT 11 SYSTEM)
TUB 1
L-----/
---- ---------------------
I
I 11
19'-111 20 -11 ---
jk 0'-0" ELEV.
FIN. CONC. 5LAB
c�
0
23
■
I OPT.
— I W. I
L — — 5 EXTEND
r � I
I OPT. I SLAB 1 1/2" D1
�r I
WH. IN
_ _ SAFETY PAN ■ 31411
A/C 31-011
_ I I
�1_®II-3 1/2"N�
Kl I 4" P.V.C. ' —' - '' -- -.L. \ SLAB m
CHASE 14'-411
I
8 I ■
D1
0'-0" ELEV.
FIN. CON(. SLAB
EXTEND Dl =
SLAB 1 1/2" — L
e ,
—� -3 1/211t
■ ■ ■ NJ ■
3 1/2"
CON(.
SLAB
13' -10"
2 1 - 10 II
ij 1 _ 5 11
I
Q- O q
� =
iQ A
ELEV. D 4F p
I
a
BRG. FTR
a Z
N
N
I
Quo
U I
w
UZ.I 0 Q r
■
uXi u
all CURB
WALL
-4 1/2"
11
D1 I
N.B.
Noull ul il", 10 0"01
21 _ BII
BAKERS
CROSSING
LOT #73
PHASE #;
MODEL:
Fs /B C
FOUNDATION,
DOWEL PLAN
(DATE: 9/17/03
SCALE: 1/4141-0'
SHEET
1 OF 5
BAKERS
CROSSING
• T # 7 %3.0
PHASE #
MODEL:
FS /B C
LINTEL
SCHEDULE
DATE: 9/1"7/03
SC AT: 1/4141-0'
SHEET
IAOF 5
K
ONL
0
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW SIZE
AND TYPE
ZONE
110 MPH WIND
120 MPH WIND
1
28
3068 DR
W/SIDE LITE
4
20.5/ -22.3
24.3/ -26.5
2
5
48"x10"x14"
TRANS. ABV.
4
21.8/ -29.1
ELEV
25.9/ -34.-1
3
19
48"X48"X54"
TRANS. ABV.
4
20.9/ -21
ELEV °D"
24.8/ -32.6
4
12
48"x30"x36"
TRANS. ABV.
4
21.6/ -28.1
ELEV "E"
25.-l/ -34.2
5
18
48"x2(o"x51"
TRANS. ABY.
4
21/ -26.6
ELEV "F"
24.8/ -32.9
6
112
rzARAGE
16'011 �/ �I�II
x I
5
18.3/ -22.4
21.8/ - 2 6.-1
7
17
25-SH
4
21.1/ -22.9
25.1/ -21.3
8
11
25-5H
4
21.1/ -22.9
25.1/ -2-1.3
9
1-1
25-6H
5
21.1 / -28.0
25.0/ -33.1
10
11
25-SH
4
21.1/ -22.9
25.1/ -21.3
11
11
25-SH
4
21.1/ .-22.9
25.1/ =21.3
12
53
8068 SCUD
4
19.4/ -24.4
23.1/ -29.2
13
10
23-SH
4
21.8/-23.6
23.9/-28.1
14
24
35-SH
4
20.g/-22.4
2415/-261
15
24
35-514
4
20.9/-22.4
24.5/-26.1
16
30
(2) 25-SH W/
ARCH TOP
4
20.4/ -22.2
ELEV "C"
24.2/ -26.4
1-1
33
35-5H W/
54"X20"X26"
TRANS. ABV.
4
20.2/ -22
ELEV "D"
24/ -26.2
18
28
35-SH W/
54"XIO"X16"
TRANS. ABV.
4
20.5/ -22.3
ELEV "E"
24.3/ -26.5
19
`11
(2)25-614 W/
u "
1/2 RNp ABV.
4
19.6/ -21.4
ELEV "Fn
23.4/ -25.6
16'-O" X 1'-0" O.N.
16 C= (2)25-SH W/ 0
3068 DR G
ARCH TOP ABV. W/SIDE LITE
O17
D= 35-SH W/ O C=48"xl0"xl4"
54"X20"X28)" TRANS. ABY.
TRANS. ABv/.
E = 35-SI-I W/ O D = 48"X48"X54°
18 54 xI0 xI6 TRANS. ABV.
TRANS. ABV,'.
O E = 48"x30"x36 "
Ig F= (2)25-5H W/ 4 TRANS. ABV.
1/2 60RNDIAE3,V. _WINDLOAD CAL`' �SAT�0��
OF TRANS. ABV.
BAKERS
CROSSING
LOT A#73
PHSE #
MODEL:
99 1 7 3 2 - R99
Fs/DC
WIND LO AD
CALCULATIONS
DATE: 9/17/03
SCAT : 1/4'-1'-00
SHEET
I D of 5
I
FOYER l
ELEV. D,F (TILE)
— — — — )-------
VAULTED CLG.
ELEV. D,F ONLY (n Icn Q
ENTRY > M
W
(2) 25-SH W/ 48">x2(o"x51" --
60"X38" TRAMS. A5V.
1/2 RND. A5V
NO LINTEL REQUIRED
10' — 2 11
ELEV. " F "
3-0 DR. W110"
SIDELITE
ELEV. C
------------
— — —
------
--
ELEV. D,F
A
N FOYER
�
TILE)
----------
3.e
I
VAULTED CLG.
jtj�=
ELEV. Dr-ONLr
co �D =
0 - 1
ENTRY
w�
I
I
A
Lu
114
■
(2)25-SH W/
ARCH TOPS A5V.
48"x10"x14"
TRANS. A5V.
3 - S 10 -2
`Y' I
I
�4
5'-411
I
19'-2"
-----------------------------�
ELEV. % i
C
SQ.IFT. CALC.'S
LIVINe
GAIRAGE
ENTR'*'
PAVO
1132
456
22
54
50.
5Q.1=T.
50.
50.
FT.
FT.
FT.
TOTAL
2204
SQ.
FT.
10'-211
5
-1011
8" WAL
PATIO 36" TALL
8068 S.G.D.
2-4
NOOK
H.B. g(TILE)LG.
11
I I (L W
401 —011
r
23-SH KNEE
(AMP) — SPACE
°o
°
Q 4
OPEN LAV.
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ca
=3 01 I O.BATH
0
2
25-SH
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N
1
m
m OWNER'S
SUITE
QI 4" L
5'-211
25-SH
EGRESS
C J G.
PJ 2 WALLWC m I (CARPET) A
KITCHEN _
9' - 411 CLG.
U? o z (TILE)
2'-411 12'-011
OPT.
INSULATION
W. I. C. 1IA,l11A1%A1% , , ,,1 ,11, „AAA, „A to A„A, -
Q I RANGEM(o COAL
I /
I �
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—O - oo ono =
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TILE LINE OAV• LAV -
BDRM. 3
HALL 2-SI I 9'-4° cLG.
BATH I n, I (CARPET) T �
L
= BF.
TUS 2-ro �, co u1
m 5-SH N
N
1
12'-10" m 4'-0" 3'-�0" 3 _01 0-)
IOil N N
IL
SOFFIT 0 I I - I BDRM.#2
FOR AC — — I 9'-4" CLG.
`o RETURN--r- — — f I - (CARPET)
N 30"x2&" I I LAUN.FAMILY
I �'
ROOM MT
L o� I IB'-4° cLG. I e
WATER HEATER IN
9'-4" CLG.- PLATFORM �,'� I SAFTEl' PAN
(CARPET)
^I `� 3OX48
WH.
_- i CONDO
4'-011 5'-411 mil'-10" ./'-411 ...
U? — 12'-011
N
BDRM. #4
DEN
to
'
(CARPET)
_
9'-4" CLG. c0
ELEV. D,F -'
VAULTED CLG.
ELEV. D F ONL =
Lc
[Q
D = 35-SH W/ —
54"X20"X28"
TRANS. ARV.
NO LINTEL REQUIERD
E= 35-5H W/
54"x10"xl(o"
TRANS. A5V.
`.J"
10' - 101,
�.13' -10"
TILE LINE CLG. �4
— — — — ELEV. A,B,C,G
13'-4" CLG.
11 ELEV. D,E,F
LINE OF CLG.
FOYER ELEV. D,E,F
Q N
m (TILE)
22" X 54
ATTIC
L _ ACCESJ
W1 OPTIONAL
PULL DN. STAIRS
N
CLG.
IT
Q
Ilk— ENTRY > �mLH
u�
16'-0" X 1'-0" O.N. ------
3-0 DR. W/10"
51DELITE ELEV. C,D,E,F
D = 48"x48"x5 4" ABV.
E = 48"x30"x36" AG V.
3'-O" 2'-411 2'-411 2'-11011
4' - 811
40' —011
H.�.
<t
Cp
N
<t-
<t
I
�
oa
'
--'CH OPENINGOPT. A
ro" PRE -CAST WALL
� 1R-1SH
�i---------
�1 W.I. C.
i��■■■�■■■r■■■■■■■■■■■i,
6" PRE -CAST WALLY
OP CLOSET
2'-10' 2'-1011 _QII 21
° M.BATHCi
o ° cal
T
O�P�'® POOL �AT H
BAKERS
CROSSING
LOT #73
PHASE #2
MODEL:
F'S /B C
FLOOD PLAN
DATE: 9 /17 /0 3
S C ALE: 1/4's i'-®'
SHEET
2 ®F 5
b
s
a
a
f
y
f' — 4" 5RG.
�)'—®" FIN. FLR.
Ir
5" RAID.
RAIN pIV1=RTER 1
CRICKET
12
2.5/12
VAULT LINE m
� rr
m
1' -0 Y
El EJ
U �
18 DECO.
SHUTTER
0 —0FIN. FLR. —0 FIN. FLR. — — — —
REAR ELEVATI®N 4
FRONT ELEVATION
r A
811
4 11
KEY DETAIL
9'-4" BRCx. I d
I-0II
0'-0" FIN. FLR.
1
12 OFF-RIDGr= VENT
TEXTURED J co
FINISH -'
LEFT ELEVATION
g'-4"
I—�II
OFF -RIDGE VENT
24' DECO.
LOUVER
d
9
14' -0" BRCS.
TEXTURD
FINISH
0'-0" FIN. FLR.
— g' - 4" BRCS.
II
0
m'-D" FIN. FLR. _ — — — — — — — �� — — — — — — — m'-m" FIN. FLR.
W
RIGHT ELEVATION
BAKERS
,, g
LOT #73
PHASE #
MODEL:
99 1 7 3 2 - R97
Fs /B C
E LE VAT I O N' F"
DATE: 4/16/02
SCALE: 1/4'=I'-O'
:SHEET
3 F OF 5
2X4 COLLAR TIE
EVERY OTHER RAFTER
2X RAFTER
2 -12d E VERY TRUSS /
1X& NAILER--7 i
2X RIDGE
3-12d RAFTER
TO NAILER
1/I(" O.S.B. -J 1X5 NAILER —L
OR 1/2" PLY. 2-126 EVERY TRUSS
CONV. FRAMING DETAIL/VALLEY
DBL. TOP PLATE
D 15" O.C.
B.
INISH
6
LL
KNEE WALL DETAILCaDENTRY
I_I/� 1/i"
(�4 HIP DETAIL
DBL 2 X 4 TOP PLATE
(2) META-
SP4 SP4 14'-0" BRG.e ENTRY
1" 6TA-24 M5TA-24
2 X 4 EXT
WALL 9 ENTRY
9-4" BRG.HGT.BLK.
1/2" X S" A.BOLTS 1/2" X S" A.B LTS
W12" WASHER W/2" WASHER
3.EA. SIDE TYP. 3.EA. SIDE Tl'P.
MSTA-24 (2) 2 X12 BM MSTA-24 &'-S" DOOR
2 X 4 PT.OR 2 X 4 PT.OR
2 X 4 W/ VAPOR 2 X 4 W/ VAPOR
BARRIER BARRIER
2X4PT
3/4" X 2" RECESS
5" CMU BLK C(o-TYP.)
8" CMU BLK
m'-m"' EIN.FLR.
WDW/DOOR DETAIL
I4EADER 6PAN c�4ART
5INGL.E STORY' APPLICATION
SIZE
CLEAR SPAN
DBL 2X6
DBL 2X&
D5L 2X10
DBL 2X12
UP TO 5'-A-°
5'-4" TO 1''-0"
1'-011 TO 10"-011
10'- D" AND OVER
TWO STORY APPLICATION DOLlN STAIRS
SIZE
CLEAR SPAN
DBL 2X6
DBL 2X5
DBL 2XIO
DBL 2X12
UP TO 5'-®"
5'-m" TO 6'-4"
(o'-4" TO 5"-0"
S'-,a" AND OVER
S6T=(2)2X4'S NAILED WITH 126 (o"-5" O.C. STAGGERED
DST=(3)2X4'S NAILED WITH 126 6"-5" O.G. STAGGERED
7EL4- -1- — �I II I II
II II
L
K
�s
= II II II I II II II II II II II II II II -- =
L-L LA
(2) META-16
A15
All
A19
A
A
A�
A
A
A
A
Ll A
I— 22 "X54
TTIC, w
ACCESS — A
Al
Al
A2
— — AGI
AG2 a tu B
'" -- - -- - - - ----------
cG = — 5G
TRUSS PLAN
* CONNECTORS TO BE SIMPSON U.N.O.
TRUSS TO BLK META- I& W/12 - I0dXI 1/2
* TRUSS TO LJOOD MT5-12 lU/14-lOdXl 1/2
AC C CT S P AN
BAKERS
CROSSING
ILOT #73
PHASE #r.
MODEL:
FS /B C
TRUSS PLAN
>>D„&»F"
DATE: 9/16/03
SCALE: 1/4' ■ 1'-®'
SHEET
4D of 5
')EP 1 2003
I®
ELECTRICAL LEGENFD
SYIt-BOL
DEFINITION
NOTES
IIOV OUTLET
1/2 OF OUTLET
IIOV OUTLET
WI
WIRED TO
SWITCH
EaUIPED WITH
IIOV OUTLET
GROUND FAULT
cap
INTERUPTER
��fj�JJ�J
220V OUTLET
WF
EXTERIOR
GROUND FAULT
I
WATERPROOF
OUTLET
INTERUPTER
SWITCH
51
SWITCH
3-WAY OFFER.
04
SWITCH
4-WAY OPER.
WALL
MOUNTED LIGI-{
FILING LIGHT
VAPOR PRO
VP
LIGHT
" 1
RECESSED
`O�
CAN
1 CFM PER
VENT. FAN
50. FT.,
VENT. FAN
I CFM PER
W/LIGHT
5a. FT.
2' LIGHT STRIP
4' LIGHT STRIF
FLOURECENT
RAP AROUND
LIGHT
—1
2'FLOURECENT
— — — —
4' FLOURECENT
®
PANEL
METER
O
SMOKE
GATT. SACK -UP
W/ HARDWIRE
DETECTOR
INTER-
CONNECTED
X�(
PENDANT
L_ IGHT
TELEPHONE
JACK
WATER HEAT_
WH
DISCONNECT
AIR COND.
A/C
DISCONNECT
TV.
H
TELEVISION
JACK
CEILING BOX;
REaUIRED TO
CEILING
BE SUPPORTEED
FAN/L IGHT
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
LIGHT
INTERCOM
SPEAKER
--—--— 4/0ALU.CA5LE
f7 200 AMP
5A METER BASE 4 METER
MAIN DISCONNECT COMBO
SQUARE D TYP. A/C
200 AMP DISC.
200 INSIDE
AMP. PANEL #12 COPPER TO
WP. PATIO MAIN LIGHTS 4 OUTLETS
GF11 �� pISC.
#lm COPPER TO WATER NEATER
_ — — — — — — — 08 COPPER TO RANGE
I\ o
FI
O.BATH 1 _
1 OWNER'S S UNDERGROUND
�- ,-jj�� KITCHEN I I SUITE SERVICE
co °
#4 COPPER t0 5/8 GROUND ROD
0 POWER ALSO SERVICE TO 5E BONDED TO FOOTING STEEL
GF 1
-WIRE
FI Q / PRE -WIRE I ,i
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1wHOMEOWNER PRECONSTRUCTION MEETING
NOTE:
;ALL RECEPTACLES IN SLEEPING ROOMS
TO 5E ARC FAULT.(NEC 210-12)
NOTE:
*20 AMP DEDICATED LAUNDRY CIRCUIT.
\ J1 1/2"
1 1 /2 _ [h
KITCHEN
S INK W/
AUTO VENT
PLUMBING RISER TO
MAIN
BAKERS
CROSSING
ILOT #73
PHASE #','<
MODEL:
99 1 7 3 2 R"
FS /B C
]ELECTRICAL
h LAN
DATE: 9/16/03
SCALE: 1/4'=1'-O'
SHEET
5 OF 5
m
i•
F
_.. __L—_.
2X4 DBL 2X4 MID -WALL MIN. roll EMBEDMENT 1/2" X 9"
sP-4 1� C.C./EA. STUD TOP PLATE 2X4 MID -WALL
BLKG BLKG ANCHOR BOLTS AT 3' O.C.
ro"Xro" 010 W.W.M. #5 REBAR SET IN 2000 1/2" X 9" A.B. 32" O.G. 2X4 MID —WALL 1/2" X 9" A.B. 32" O.C. 2" ABV. CONC.
z 4 PSI EPDXY 25 MIN. ABV. ("EMBEDMENT BLKG (o" EMBEDMENT 2X4 STUD 2X4 STUD
SLAB/6" MIN. EMBEDMENT I6" O.C. MAX. 1�" O.C. MAX. `4 ro"Xro" #10 W.W.M.
6 "Xro " #10 W.W.M. 2X4 P.T.
II BT PLATE 2X4 P.T. BT PLATE / SF-4 1� O.G./EA. STUD 2X4 P.T. BT PLATE -
N --� / L
SP-4 I�" O.G./EA. STUD
O O
(2) CONT. 05 REE ARS 1' - 4" ` Z u o o -
} ° ° GONG. SLAB 4„ 4 GONG. SLAB 4„ 1 -g' GONG. SLAB 4„ 4„ _ 1� 4 I 2- 'S ON CHAIRS
2 #5's GONT. 11_011 3 #5's CONT. 2 #5's CONT. I O11 -°
U TYP. RETROFIT FOR ALL m = m
TYP. WALL SECTION
1A OMITTEp FOUNDATION DOWELS m WOOD FRA" IE FOOTING
1 \ INTERIOR BEARING WALL INTERIOR BEAFPINC� WALL INTEizIOR BEARING WALL/NO UPLIFT �
BLK. SINGLE STORY _ STORY
3 1/2" HEAD OF GARAGE
3 1/2" � HEAD OF GARAGE �--#5 DOWEL BAR(ONE SIDE 05 DOWEL BARS �✓ DOWEL BARS
(VARIES WITH SLOPE) (V RIE�5 WITH SLOPE) OF DOOR IF NEEDED) r DIM VARIES 7 5/S° i DIM VARIES
9" ANCHOR BOLTS AT 3' O.C. 1 5/8" CURB II (01,X(01 4*10 W.W.M. 15/8" CURB II ro "xro " #10 W.W.M. CURB II ro "Xro " #10 W.W.M.
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r�l- z _ jw
# ro Xro 10 W.W.M. EXTEND 11/2 r — II II
m ro Xro10 W.W.M_ ~~"00 RECESS /2 0
2-#5'S ON CHAIRS (3- 5'S W/2-STORY)
o 0 0 - 2-05'5 ON CHAIRS
411 *j/*
G _' m SINGLE (3-5'S W/2-STORY) SINGLg° 4" 1 _0 1'-8" 3 #5'S ON CHAIRS STORY 11 STORY
2 S'S ON CHAIRS 1 -�
TWO TWO
THICKEN EDGE GARAcGE CURB STOP INSIDE FTC. AT GARAGE STEP-UP STORY STORY
INSIDE FTG. AT GARAGE STEP-UP 2-STORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB
I -STORY BEARING WALL DOOR RECESS
GONG. SLAB OVER CLEAN,
COMPACT TERMITE TREATED
(3) # 5 RODS EA. WAY ON allCMU
�
CHAIRS (MIN. 3" COVER) L, (o MIL. VIS. VAPOR
TOP CORD BLOCKING AT 4,
4 ro"Xro" 010 W.W.M. O.G. MAX. IN FIRST 2 FRAMING
GARAGE SLAB
SPACES AT EACH END.
-\
GRADE SLIDING DOOR TRACK m
m RAFTER OR TRUSS
SLOPE GONG. cfJ � � ROOF SHEATHING t
m 'ROOF SHEATHING LAYOUT �
2 _0 TO FRONT(1/4"-1/2") CURB WALL Fa':7CONG. DRIVEWAY o 000 AND ENDWALL BRACING C1
1 1/2" = GARAGE ' C3 #5's CONT. FOR GABLE END FRAMING 0
9 1/2^" BEYOUND 1 _8„ 3" MIN. COVER z
Q
24"X24" EXT. PAD SLAB AT SL. GLASS DOOR GARAGE DOOM v v
�� 11 OPENING 2-STORY FOOTING BUILDING LENGTH CD
1�
II II II #86 GUN NAILS ia4" O.G. #8d GUN NAILS
TOP 4 BOTTOM II EDGES 6" O.G. IN FIELD
II II III v I @ _--�-�—
•4 .
POURED LENTIL TO BE II II II Q
o II OUTSIE BACONT. (TYP) -� w#5 EBA
_w Q
2X WALL FRAMING
CONTINUOUS z
(3)1/2"X8" ANCHOR BOLTS z z U
8" CMU FILLED or (3) 1/2"XS" J-5OLT5 = — i — — _ Z @ b
-�� MIN. roll El" 1BEDMENT � 0CELL (TYP.) ... , ,. � U p 9) @
I.U/ 2 "X2 "X1/8 WASHER AND -oO -
TYP. EXTERIOP' SHEATHINGEXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP � - �
BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP. REBAR LAP ATTACHMENT FOR iR00F 51�EATI�ING
@
IN JOINTS PRIOR 1T0 FILLING. 10) CORNERS
@ NOTE:
(SLEEVED ANCHOR IN SOLID
POUR ACCEPTABLE RETROFIT) 2-#5's REBAR a 1 STORY �UHEN GLUED TO �'Ol" �EMBEP'
3-#5'S REBAR � 2 STORY -8 � EIDGES 4 10IOF -12IIN FEILD
Ti'P. EXTERIOR 5PEATHING ATTACHMENT
POURED LENTIL FOR SHEAR AND UPLIFT
01,CONT. (TYP) (0.5.5. TO BE STRUCTURAL GRADE)
r:d •'
CONNECTORS FROM PLATE TO STUD TO PLATE
GROUTED Z PRE -CAST HDR. X(o GARAGE DOOR BUCK W/
ARE NOT REQUIRED EXCEPT AT OPENINGS
!BOND 5EAM (3) 1/2 "X8" ANCHOR BOLTS
TIE TO HORz. BARS or (3) 1/2"XS" J-BOLTS
8" MIN. EMBEDMENT > roll EMBEDMENT MIN.
D
U 8" CMU FILLED W/ 2"X2"X1/8 WASHER AND
CELL CTLLE NUT 5PACED EVENLY FROM #86 GUN NAILS
HORZ. REINFORCING VERT. REINF. - FLOOR TO GARAGE DOOR HDR. 12" O.C. IN FIELD
NOOK 1 41 1 1 IN GROUTED
CELL IN JOINTS PRIOR TO FILLING.
IT I 1-2X(o PT BLOCK /a CENTER OF Q
DOOR HEADER W/(1)
CI) I/2"X8" ANCHOR BOLTS Z 0 '
CLEANOUT REQ'D or (1) 1/2"XS" J-BOLTS
z0
4 ' "• • ., . ' •• '. FOR GROUT LIFT &" EMBEDMENT -
.a4 _4j "' --�' 1-� > 5 FT. UNLESS W/ 2 "X2 "X1/8 WASHER AND NUT
HORZ. REINFORCING Z W FOOTING DWL IS @
(0 " NOOK } NOT REQ'D. T T =. FLOOR DECKING HORIzONTAL/VE:RTICAL REINFORCING m 0 ATTACHMENT TO FLOOR JOIST
C U EA. SHEET TO BE GLUED AT ALL
EXPOSED JOIST
S P Z003
BAKERS
CROSSING
LOT #73
'HASE #
IMONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 8/12/03
SCALE: 1/41011,0'
SHEET
D i or 4
2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND a
CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING
FEILD M LD STREAM CHASE GROVES,WAVERLEE WOODS
E I SU A FE ILD STREAM FOR CONNECTOR) FE ILD STREAM FIRST TWO BAYS METAL LATH
LAKE KEHOE,CYPRESS HEAD 2X6 SUB -BAND a 2X6 SUB -BAND 4'-0" O.C. MAX
ALOMA WOODS LAKE KEHOE,GYPRES5 HEAD LAKE KEHOE CYPRESS HEAD
ALOMA WOODS 0—ROOF TRU55€5 ALOMA WOODS ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER i/16" OSB OR �1/5" TEXTURED
ASPHALT SHINC-GEES . METAL DRIP EDGE — In
7/l�0" OSB SHEATHING 1/2 ° W/ 15# PL`rWFELT
OOD FINISH
OVER 015 FELT R-19 INSULATION R-19 INSULATION
1/16" OSB. SHEATHING FIBERGLASS SHINGLES OF, 1/2" PLY. ON 15 FELT OVER 3/4" T G PLYWOOD 2X4(00NT.)
HURRICANE STRAPS -1/16 OSB. SHEATHING SEE TRUSS C RTRUSSES TO BE GLUED
(SEE TRUSS PLAN METAL DRIP EDGE OR ROPER � O.G.a 4 NAILED
1/2 CLG. BOARD 4 TEXT.
FOR CONNECTOR) 2X4 SPF STIFFBACK AT BRACING HETA-16
2X4 DOUBLE PLATE (TYP.) LL UPRIGHTS OVER 4'-10" EMBEDDED
METAL DRIP EDGE O (1,15 CONT.
ALUM_ FINISHED VENTED SOFFIT SILL ENG. GABLE TRUSS LINTEL STRAP
IX2 FURR STRIPS EE TRUSS PLAN FOR CONNECTOR
ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. -OV TEXTURED FINISH
5" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL ALUM. WINDOW OVER #.F FELT OVER R-19 INSULATION TEXTURED
SEE FLR./ELEV FOR DES. WOOD BASE (tYP.) CMu S
-i/8"T>=XTUR)=D FINISH ON 3/4" T 4 C� PLYWOOD �/16" O.S.1�. SHEATHING FINISH
FELT PRE-GAST LINTEL FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY.
ALUM. WINDOW 1/16" 055 SHEATHING OR 1/2" PLY.
SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE
FROM 2nd FLR. LINE) SEE FRAME PLANS TO D13L TOP PLATE W/ 1/2" CLG. BOARD TEXT. TWO STORY
PRE -CAST SILL _ 1/2" DRYWALL 2X4 RE-FORGEMENT (CONT.) FOR JOIST TYPE SIMPSON HTG-4 32" O.G. MAX. 2X4 DOUBLE PLATE (TYP.)
2X4 NAILER (CONT.) OR M5TA-24 24' O.G. MAX A1 TR L
8" CMU R-4.2 INSULATION O (1)#5 CONT. FOR HDR SIZEAN
HETA-16 1X2 FURRING STRIPS BAND DETAIL-
1X2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW
TEXTURED FINISH 1/4 H I I HillWOOD BASE SEE FLR./ELEV FOR DES. SILL
5" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL
1/16" OSB SHEATHING WOOD BASE (TYPJ
0 � � PRE -CAST LINTEL OR 1UNDER
�� � BARRIER
~ ® ALUM. WINDOW 1�RE -FAB TRUSS
z �'X6" #10 W_W.M_ SEE FLR./ELEV FOR DES. SILL FLOOR JOIST/
FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT.
SEE FRAME PLANS SR-4 32" O_C. '� STUD—/ 2X4 DBL. TOP FLATE
��, A\A � � OR FIBER MESH " FOR JOIST TYPE 1/2 �� DRYWALL
o REINFORCEMENT PRE -CAST SILL _ CONC. SLAB OVER CLEAN,
HETA-16 a 32 O. G. MAX 1/2 CLG. BOARD 4 TEXT
z fk SOILOVERro MIILETREATEDVfS. VAPOR O (l)#5 CONT.9-1
w z W 8" CMU # 5' LINTEL BLOCK 1X2 FURRING STRIPS 2X4 WOOD STUDS
} f } I,_4„ 2 #5 CONT. BARRIER,W/6X6 10 WWM (FILLED) 2X4 CONT. STRESS '�l�o" O.C.
= 0 = 0NBLOCKING MID -WALL
TEXTURED FINISH 1/4" — ° ° 1/2' DRYWALL
WOOD BASE (TYPJ PRE -CAST LINTEL 2X4 PT. PLATE
O Q SF-4 32" O.C. o STUD 1/2"X9" A.B. 32" O.C.
ALUM. WINDOW (W14EN UPLIFT) 6" EMBEDMENT
WALL SECTION co SEE FLR./ELEV FOR DES.—o
— SILL
TTF.E5L < �=STOi�i' VO7 WOOD BASE (TYP.) z
6"X6" #10 W.W.M. PRE-GAST SILL CONC. SCAB 4 ,4
OR FIBER MESH CONC. SLAB 2 #5's CONT. _
3 s CONT REINFORCEMENT 1'-4" m
> f } all GMu 6 MIL VIS 1-STORY
N O mO 1 -8 VAPOR BARRIER INTEFIOF�,' 5EARING; WALL.
TEXTURED FINISH 1/4"
TYf=. WAL.L. SECT f ON 0 Iw = NoDONOT INSTALL CONNECTORSS.. ONLY
ASPHALT SHINGLES OVER Q
1*15 FELT ON 1/16 O.S.B. 2"X4' BLOCKING 2 -�� O ',� z <
SHEATHING OR 1/2' PLY FIRST IrWO BAYS -
4'-0" C).C. MAX 6"X6" #10 W.W-M. 2X4 DBL TOP PLATE
METAL DRIP EDGE O OR FIFER MESH
2X4 SUB -BAND a REINFORCEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM FOR PROPER
ROOF FRAMING W/ CONNECTORS Z -'
2X(o SUB -BAND a BRACING (SEE TRUSS PLAN) O} Y O} (3) 05's CONT.
LAKE KEHOE,CYPRESS HEAD
ALOMA WOODS ROOF TRUSSES a DBL. TOP PLATE U m U 1/2" DRY WALL
WRAPPED/ALUM FINISHED FASCIA 24" D.C. CRIPPLE STUDS FIRST FLOOR E3L_0CiG
FENCE;. GABLE TRUSS R-19 INSULATION
SECOND FLOOR, FRAME
2X4 SPF STIFFBACK AT 2X4 16" O.C. MAX
ALL UPRIGHTS OVER 4'-10"
(SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS)
-I/5" TEXTURED FINISH
=--
OVER 15# FELT OVER 1/2 "" CLG. BOARD 4 TEXT. PRE -FAB TRUSS / 2X4 PT_
1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH // BT. PLATE
-f/16" O.S.B. SHEATHING 2"X4" NA11LER CONT,
OR 1/2" PLY. C2) LAYE'RS -I/16 ON GALV'D. METALL I/2" X 9" A.B W/
O.S.B.SE LA E EA LATER S1�-4 32" O.G. Q STUD 2X4 DBL. TOR= PLATE of T 5 FELT OVER TYVEK •' ` MIN. 6" EMBEDMENT
2x4 P.T. PLATE W/ ° W/2 .5d,s 5"-12' O.C. �.• HDR. STUDS)/JACK(S) -. 1/2 DRYWALL # ,•Ir„t 2" DIA. WASHER
1/2 "X9" ANCHOR BOLTS MAX. 32 O.C. MAX
2X4 WOOD STUDS � REBAR CONT.
MIN. 6" EMBEDMENT 1/2" X 9" A.B cOR J-BDLT LSTA 12
FULL LENGTH 5TUD(s)/ 2X4 CONT. STRESS 11-01(0 O.G.
W/2" DIA. AT 32" O. C. a 32" O.C.MA'hX STUD TO HDR. KING STUDS) 5F-4 BLOCKING MID -WALL :.'�•'�.
SECURE TRUSS TO 2X6 W/
T•OP 4 BOTTOM) 3/4" T 4G SUBFLOOR
12d a 6"-5" GONG. FILLED LINTEL •. .
PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)'5 ROD GLUED 4 NAILED �
P '
4" O. C. a EDGE
6" O. C. a IN FEILD , ~:
FLR. JST. SIZE SEE FRAME PLANT
all GMU IX�2 P.T. FURRING STRIPS SHEATHING OVER 2X4'e,
TEXTURE FINISH
NAIL PER SCHEDULE 2r1d FLR. STUD TO 1/2" CLG. BOARD 4 TEXT.
R--4.2 INSULATION
1st FOR. STUD 2X4 Df5L_ TOF PLATE WOOD FRAI" 1E TO BL <
1/2" DRYWALL - - - -I - - - — - - - —I MSTA-36 32" O.C. 1/2" DRYWALL
2X4 WOOD STUDS
N I I I I I I 2X4 CONT. STRESS Q1(U" O.C.
WOOOD BABE I I I I I I BLOCKING MID -WALL
I II II
MAIL PER SCHEDULE/ 2X4 PT. PLATE
�x SP- 4 32 O.G. � STUD 1/2 "X9" A5.3211 O.G.
0 c>J I I I I I E30LT PER FND. PLAN MIN. 6" EMBEDMENT
F.
LU
�7 6 "X6 " #10 W.W.M. z - > Q-
CONG. SLAB 4�, 4" � � 2X4 COLLAR TIE 2X5 RIDGE }0 O
0 o OFR FIBER MESH _
REINFORCEMENT T1'F' EXTERIOR OPENING IN FRA'"IE 3 #5 s CONT. _ EVERY OTHER RAFTER
11-811 m O �
� z } � 2X6 RAFTET > m
W
2 #5 CGONT. 2 STOR�1'
U
I'=4" z
m
TYR. WALL SECTION
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
5'-01
4'-11 1/2"
-1'-II 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF DEADER
1
2
3
NUMBER OF FULL. I-ENGHT STUDS
2
AT EACH END OF HEADER
1
3
INTERIOR BEARING WALL 2-12 X6 NAILERUSs 3-12d RAFTE
3-12d TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
7/16' O.S.B. 1X5 NAILER
OR 1/2" PLY. 2-12d EVERY TRUSS
IA
BLK. 1-670I�,Y CC�ABLEJ'
MINIMUI-1 WALL AND NEAr�)ER
cONV. Fi2AMINC-� DETAIL/VA E�T'
SfiUp fREQUIfiREMENTS
SEP ' 2003
BAKERS
CROSSING
LOT #73
'HASE #
MONOLITHIC
BLOCK
DETAILS &
NOTES
DATE: 8/12/03
SCALE: 11/414-0'
EET S H
D 2 OF --
# 1000 Uf=L IFT
SIMP501`1 1'1T5-12
WI-1 10c1 TO TRUSS
AND (2 )1/4" X 1 3/4"
TAP CONS TO GONT
POURED LINTEL
# 2000 Uf=L IFS"
(2)SIMiPSOM MT5-12
ONE EA. SIDE OF TRL
OPPOSITE SIDE OF F
111/7 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
"RUSS
FINISH m LANDING
3 BOND BEAM
TAP CONS
MIN. 2" GOVER
2' APART
TRUSS ANCHOR IDTA I I == R TROD I T
9" MIN.
LESS THAN 10'
REQUIRES
I" NOSING
DBL 2X12 -
FLOOR J015T -
Z/4" PLYWOOD
WITH 4 1(oO
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 RISER5/TREAD5
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 ip NARROW END
MIN. 11" WIDTH m 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
IX2 PT.TOP OF 15OX
DBL. TOP PLATE
2X4 STUD
7/I6" OR 15/32' 0.5.$.
W/T/B' TEXTURED
FINISHED OVER
GALVINIZED HACK
PAPER ACK LATH
SIMP50N H-5 (MIN.)
0 2X4 TO TRUSS
PRE. ENG. TRU55
2X4 BTM. PLATE -
3/4" PLYWOOD
2X12 TFREAD
CUT T(O FIT
1X8 IRISER
LESS THAN 4' TYP. 1
BETWEEN SPINDLES
�- 5P4 OR H-5 TOP PLATE TO STUDS
2'-0' A5V. 10'-O' LEVEL TC�) ROOF
OR 2'-0' ASV. HIGHEST RIDGE WITHIN 2'-0.
iv I0'-0"
FRAMED CRICKET
HANI✓
1/2" D
IXI
I' NOSING TYT-.
4
ctl �
r
STAID SECTION DETAILS
PRE. ENG. TRUE
IX2 PT.TOP OF
DBL. TOP PLA
1/16' OR 15/32'
Wn/a' TEXTURE
FINISHED OVER
GALVINIZED ME
PAPER HACK I
CRICKET
SIMPSON H-5 (MIN.)
0 2X4 TO TRUS5
SECTION
2'-5-1/2'
FLAN VIEW
STUD6 FROM TRU56
DS TO DHL. PLATE5 AHV.
12" z
3&" MIN. FINISH
STAB UJ IND F [DETAIL
ASPHALT SHINGLES OVER
. 15 FELT ON 1/16' O.S.B.
(2) 2X4 +"2 ND 5YP DIAGONAIL BRACE
W/ 3-12d e EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRU55ES
2X4 'BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 ;5YP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
-1/16' 055 SHEATHING
USE �8d NAILS AT
4' o.c. EDGE 4 6' o.c. FIELD
2X6 IPT. PLATE BOLT W/ 1/2'X9 A.B. COMMON
(W/ 2" DIA. WASHERS) 6 32" O.G. MAX. 1/2' CLG. BOARD TRUSS 24' O.C.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d m EA. TRU55 R-19 MIN.
1-05 REBAR CONT. 2X4 5PF RAT ADJACENT
TO DIAGONAL BRACE.
0'-0" TO 30'-0' (1) 'X' BRACE
30'-1" TO 60'-0" (3) 'X' BRAGS
0 'X' BRACE a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM GENTER TO END)
GAE3LE ENE) C 055 AC I NS 1- STO
1/2 ' PLYWO
W/ 1511 FELT
SIMPSOI
HETA-ik
2X4 SECURE TO 2X4 HLK W/2-12d
SECURE T BLK W/ META -lb
�2X4X4' SECURE TO TRUSS W/ 3-12d
6'-5' O.G. MAX TYP-
2x4 BLK SECURE THRU TRUSS W/3-12de
PER ENG'D TRUSS 24' O.C. MAX
2'_0" EXTEN510N OFT 5ESVICE PF,'-
N.T.B.
ETAL LATH
XTURED 1/1(0 OSB OR
1/2 " PLYWOOD
FINISH x6 (CONT.) W/ 154* FELT 2X6 (CONT-)
X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.)
XPANSION 2" MIN.
JOINT OVERLAP CAULK
S IMPSON
;MU'S HETA-I6 CMU'S
rEXTURF:D TEXTURED
FINISH, FINISH
TWO STOR T' TWO 5TOR'
FIRST FLOOR BLOCK
.SECOND FI.-OOR FRAMING
ASPHALT SHINGLES OVER
" 15 FELT ON 1/16" O.S.B_ —
(2) 2X4 •2 ND TYP 8 ( DIAGONAIL
BRACE
TO, COVER 5-TRUSSES DIAGONAIL 5FZ4CE f/
2X4 BLOCKING FIRST 2 5AY5 C
AT SHEATHING 5EAM5
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
1/16' 055, SHEATHING
USE Sd NAILS AT
4' o.c. EDGE 4 fo' o.c. FIELD
2X4 W/ 319" X 5
LAGS OR SIMPSON HTC-4 A 32' O.G. MAX.
SHEATHING NAILING TO BE
6'-5' O.C. IN FIELD
4' O.c.GALL EDGES W/Sd NAILS
�COMMOM
112' CLG. BOARD TRUSS 24' oz.
NAIL CONT. RAT RUN TO INSULATION
TRU85 W/ (2) 12d a EA. TRUSS R-19 MIN.
TO p IAAGON AL ADJACENT
DBL TOP PLATE
-2X4 STUD 16' O.G. MAX.
2X4 BTM. PLATE
W13-FLOOR
NAILED
HETA-16' FLR JST TO BLK -- -FLR TRx165
1-05 REBAR CONT.
0'-0" TO 30'-0" (1) 'X' BRACE
30'-i' TO (o0'-O" (3) 'X' BRACE
N 'XBRACE tv GENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
G�,4LE ENID CF_,O5,5 SAC INS 2 - 5TOF,:)
BAKERS
.ROSSING
LOT #73
PHASE #
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 8 /12 /0 3
SCALE: V4121'-01
SHEET
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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: CEO
MIN EMBEDMENT 1 1/4')
SECURE TO BLOCK
8' FROM EACH END AND IS'
W/3/16' TAPCONS OR DRIVE
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
O.G. MAX. MIN 1-1/4' EMBEDMENT
PIN (MIN SHANK SIZE.145
OR DRIVE PIN (MIN SHANK SIZE.145
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4")
MIN HEAD SIZE 300
OR DRIVE PIN (MIN SHANK SfZE.145
WITHIN 8' OF EACH END 4
MIN EMBEDMENT 1 1/4")
MIN HEAP SIZE 300
18" O.C. MAX. SPACING.
8' FROM EACH END AND 18°
PRECAST HEADER(MIN)
MIN EMBEDMENT I I/4')
2 X 6:
O.G. MAX. MIN 1-I/4' EMBEDMENT
8' FROM EACH END AND IS"
SECURE TO BLOCK
2 X I:o (MIN 2 X 3) 2-3/16 TAPCON
O.G. MAX- MIN 1-1/4' EMBEDMENT
W/2-3/16" TAPCONS OR DRIVE
OR DRIVE PIN (MIN SHANK SIZE.145
LESS THAN
EXISTING BLK ABV_
PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
2 X 8 (MIN 2 X 3) 2-3/1(o TAPCON
i
1/4' TEXTURED FINISH
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4")
16 HIEGHT.
OR DRIVE FIN (MIN SHANK SIZE.145
9
MIN EMBEDMENT I I/4 )
8' FROM EACH END AND 18'
MIN HEAD SIZE 300
7/8' TEXTURED FINISH
WITHIN 8' OF EACH END
O.C. MAX. MIN 1-1/4' EMBEDMENT
MIN EMBEDMENT 1 1/4")
7/16' OSB SHEATHING
18" O.C. MAX. SPACING.
8' FROM EACH END AND 15'
2 X 4 16' O.C. MAX.(WHEN OVER 16" IN HIEGHT.)
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
O.C. MAX. MIN 1-1/4" EMBEDMENT
2 X 4 (WHEN OVER 16" IN HIEGHT.)2
X 8:
OR DRIVE PIN (MIN SHANK SIZE.145
"1/16' OSB SHEATHING
2 X SOLID BLK'G a ARCH
SECURE TO BLOCK
--1/2' DRYWALL
MIN HEAD SIZE 300
1/4' TEMPERED MASONITE
SECURE W/2-12d EACH END
W/2-3/16' TAPCONS OR DRIVE 8' CMU--
1'X4' OR 1'X2' P.T. NAILER
MIN EMBEDMENT 1 1/4")
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 IS"
MTL WDW FRAME
MIN HEAD SIZE 300 --DOOR
CASING
O.G. MAX. MIN 1-1/4' EMBEDMENT
CMU WALL
MIN EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END 4
NOTE:
*NOTE. NO GAP 9 WDW FRAME
IV O.C. MAX. SPACING. DOOR JAMB
SHIM AS NEEDED
t0 PLUMB JAMB
TO EXCEED
1/4'
ATTACH TO 2 X
Do NOT EXECED 1/4'.
��Cf_� IA�
1�'ll ��,I� I I�I��I
PERMANUFACTOR'SDETAILS.
11��1 �✓ DET�1L
I �4 !� I �l
f�I I I I I I I I
� 1-f l [DETAIL � lei W
I
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k� j
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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
DBL. TOP PLATE
MIN EMBEDMENT 1 1/4')
/&' TEXTURED FINISH
5'FROM EACH END AND 18'
O.C. MAX_ MIN 1-1/4' EMBEDMENT
MORE THAN
SECURE 2 X RIP TO FIT
W/2-12dS 6"-8' O.C. MAX.
�/16' OSB SHEATHING
IX4 P.T. OR 5/4' X 4' MIN.
SECURE THUR FRAME AND
1(o' HIEGHT.
EXTEND 1-1/4' INTO BLOCK
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16' O.C. MAXXWHEN OVER 16' IN HIEGHT.)
W/3/16' TAPCONS OR DRIVE
OR DRIVE PIN (MIN SHANK 5IZE.145
2 X 4 (WHEN OVER 16" IN HIEGHT.)
MIN HEADS E 300 PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
2 X SOLID BLK'G e ARCH
MIN EMBEDMENT I I/4') 8" GMU
--1/2" DRYWALL
MIN EMBEDMENT 1 1/4')
SECURE W/2-12d EACH END
-
REFER TO MANUFACTURING
1'X4' OR I'X2' P.T. NAILER
8' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4' EMBEDMENT
7/16' OSB SHEATHING
ATTACHMENT PER MANUFACTOR'S SPECS.
DETAILS FOR SPACING.
- DOOR CASING
2 X 8 (MIN 2 X 3) TAPCON
2 X 4 16' O.G. MAXAUHEN OVER 16' IN HIEGHT.)
MTL WDW FRAME
SHANK
OR DRIVE PIN (MIN SHANK SIZE.145
2X4 BLOCKS
NOTE: NO GAP m WDW FRAME
DOOR JAMB
SHIM AS NEEDED
TO PLUMB JAMB
MIN HEAD SIZE 300
Tjl
Rom- CMU WALL
TO EXCEED 1/4'
DO NOT EXECED 1/4'.
MIN EMBEDMENT 1 1/4')
8'FROMEACH END AND IS'
O.G. MAX. MIN 1-1/4' EMBEDMENT
������
����� �������
ARICk4WAN'T" ID
:T,4L 1(o�" AN[D OF
NAILING SGHEL7UL,E ALL NOTES IN REFERENCE
ROOF DIAPHRAM
TO FLvORI�A BIJIL..®ING
-'
-...
USE 1116' OBE. OR V2' PLY WITH "0 GIN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGES AND -B 6M NAILS AT 6' O.C. AT
CODE 2001
o '
- -
INTERMEDIATE 8UF'PORfB. ALSO SEE DETAIL.
-
ROOF SHEATHING TO GABLE END FRAME ._�'_
USE -B CaUN NAILS a 4' O.G. i,.---
- --SiT i�IL-A 11�1 NOTES
EXTERIOR BREATHING
J
---
__. ....
" .. ----
USE VI6' 0.88. OR 1/2' PLY WITH -8 GIN NAILS AT 6' O.C. A.T--
PANEL SIDES AND'B GIN NAILS 4' O.G. TOP 4 BOTTOM
PANEL AND -8 GUN NAILS AT 6' O.C. AT
-
1)LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 15' ABOVE
NTEId'IEDIATE SUPPORTS. ALSO SEE 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 FL R ELEVATION
NAIL REQUIiREMENT5
ABV. Im5' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
OF FINISH FLOC%R 3LA5 WITH SIGNED AND SEALED SURVEY.
SIZE
HEAD
LENGHT
DIA
TENSIL STIR.
LOT FJRAII AGE .7MHLL Wrv-C/ l 10 FALL LOCAL 4-VL/CO, F=rxwL_AjiOW7
AND RESTRICiiG,18HAVING JURISDICTION.
gd
ROUNDT1opIFIED
Iva'
113
IT0 mO0
OR T
4) ALL ON-SiTE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER SYSTEMS t0 AN OFF -SITE DRAINAGE FACILITY.
'
2 I/B'
128
170�m0
s) I eunsr-nPlNr 1W1rerlr44 f3FRMIIJr� Frr_ suel -I_ cnuFe')Wl ro LocnL
NOTE: NAILS t0 BE MFG. BY MEMBER OF INT.
CODES, REGULATIONS AND RESTRICTIONS AYI J R SD CT
--
STAPLE,NAIL 4 TOOL ASSOCIATION
AS SELECTED BY BUILDER.
Q B A 1 B R A 1 A 1 V QTB S+ �� - -
6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS To RE
V 1 lf�L_
PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
..'
1. DESIGN AND LOADING
.,
A. ALLOWABLE UNIT STRESS aN0_DEORG
PLUMBING N OTB S
REINFORCED
I. BUILD �OE-REQUIRMENTS FOR REINFORCED CONCRETE ACI 316
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.
- -
5. WIND EXPOSURE 'B'
6. INTERNAL PRESSURE CO -EFFICIENT 418 THRU -15
2) WATER LINES SHALL BE CPVC.
DBL. TOP PLATE
-
2. SOIL
3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
DBL. TOP PLATE
(DBL. TOP PLATE
A NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 P51 FOR
(SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX.
CONTINUOUS WALL FOOTINGS.
DBL.. TOP PLATE
3CONCRETE AND REINFORCING
4) PROVIDE AIR CHAMBER FOR ALL WATER fiUPPLIES.
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301.
MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
B_ ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500
PSIIN 28 DAYS
6) HOSE BIBS To BE PROVIDED WITH BACKFLOW PREVENTER
2X4 16' O.C. MAX.
c. ING BARS SPA" CONFORM to ASIM A615 Ablb OR roll, GRADE 40
-1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
4. DESIGN LOADS
EXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
L t-_-
2X4 16' O.G. MAX.
A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER I6
ROOF LIVE LOADS OF 20 PSF
8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
5. LUMBER
BE SELECTED BY OWNER FROM 5UILDER18 OFFERINGS.
A. ALL STRUCTUAL LUMBER SHALL BE n SYP- ALL STUDS SHALL BE STUD, GRADE SPF.
SECURE 2X4
(ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY
9J ALL POOL PLUMBING AND, RELATED EQUIPMENT SHALL
AL 15
SHALL BE PRESSURE TREATED)
PROVIDED POOL CONTRACTOR AND SHALL BE PERMITTED
TO WOOD W/2-12d
B. A/C PLATFORMS TO BE 3/4' DECKING.
SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.
SECURE 2X4
PLUMBING CONTRACTOR PROVIDE 7Wo COPIES OF "AS -BUILT'
6'-S" O.C. STAGGERED
TO WOOL) W/2-12d g
6. TRUSSES
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
PSHALL
RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
6 -8 O.C. STAGGERED
FLORIDA BUILDING CODE 2001
10) ALL CLEANOUTS FLUSH WITH GRADE.
BT PLATE
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION.
IU NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
BT. PLATE
T. GARAGE DOOR
RIDGES.
SECURE 2X4 W/2-3/1(o' TAPCONS
A. ENGINEERED FOR 120 MPH WIND s3 SEC, GUST.
12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
PLUMBING CODE CURRENT EDITION.
OR DRIVE PIN (MIN SHANK 8IZE.145
I ��v
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
MIN HEAD SIZE 300
SECURE 2X4 W/2-3/1(o" TAPCONS � �II
S. ASPHALT SHINGLES
13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDIW. CODE
zmml.
MIN EMBEDMENT 1 1/49
OR DRIVE PIN (MIN SHANK SIZE.145
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001
B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENt TO BE ASTM D-226
WITHIN 8' OF EACH END NOT TO
MIN HEAD SIZE 300 w
1 1/4')
FOU N G)ATION NOTES
14) PLUMBER TO DIVERT ALL vENTS TO REAR ELEVATION WHEN POSSIBLE.
TYPE
EXCEED 10' O.C.MAX. 2X4 SOLID BLOCKING
MIN EMBEDMENT
15) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH
SECURE TO SHEATHING W/
WITHIN 8' OF EACH END NOT TO
1. FOUNDATION DESIGN BASED ON 2000 PS.F. MIN. ALLOWABLE BEARING
BLOCK NOTES
MIN. 2-12d PER BLK EA. END 1/2' PLYWOOD
EXCEED IS' O.C-MAX.
PRE68URE.
OR 1/16' O.S.B.
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 LINIT
SECURE To SHEATHING W/ 1/2' PLYWOOD
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED
MA50RARY IN ACCORDANCE WITH ASTM C90 AND CI45 AND SHALL
HAVE A NET AREA GOMMPRESSIVE STRENGHt of 19mm PSI.
MIN. 2-12d PER BLK EA. END OR 1/16' O.S.B.
.
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR
MORTAR
3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM
1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM G210.
X T f O� A �C H LUJ A� UJ /W f N D O �U
AGGREGATE
METAL ACCESSORIES
1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
4. ALL SLABS SHALL BE MIN. 3 C THICK CONCRETE OVER 6 MIL VAPOR
BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL.
FOLLOWING:ASA32 FOR JOINT REINFORCEMENT AND, WIRE ANCHORS.
B. gsTMA36 FOR PLATE, HEADED AND, BENT BAR ATIGHORB.
jJ�j
5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT
C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES.
SHALL BE #? DOWEL BARS W/ A ro' HOOK PER DOWEL PLAN LAYOUT.
2. METAL PLATES, CONNECTORS, SCRI=WS, BOLTS AND NAILS EXPOSED
DIRECTLY to THE WEATHER OR SUBJECT to SALT CORROSION SHALL
ALL CORNERS AND OPENINGS GREATER THAN ro'. TIE VERT. DOWELS TO
HORIZ. BARS AND LAP VERTICAL BARS To DOWELS MIN. 25".
BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
REQUIREMENTS OF ASTM A90.
ro. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD
MASONRY WORK GENERAL:
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8'
1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
AT 3' O.C. STARTING AT 8' OFF EACH CORNER.
FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY
1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001
MASONRY UNITS SHALL BE FULL HEAP AND, BED, JOINTS.
2. BED, AND, HEAD JOINTS SHALL BE 3/8' THICK
ROOF LIVE LOAD: 20 PSF
3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001
WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL
PER WIND MAP.
JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
8. FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY,
SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C.
3"-5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND
REINFORCING STEEL, GENERAL:
CORNERS. USE CORNER BARS OR BEND REBAR LAP A
1. REINFORCING STEEL SHALL BE NO. 5 BARS.
MINIMUM OF 25.
2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED.
3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25".
9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW
4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
FINISH GRADE
IN ACCORDANCE WITH ASTM A615, A616, A&11, OR A706.
10. FINISH SLAB TO BE a' ABV. FINISH GRADE
BAKERS
:ROSSINC
LOT #73
PHASE #2
MONOLITHIC
BLOCK
I
DETAp�ILS
CX,
NOTES
rDATE:8/12/03
SC AT
I/4'' ■ I°-®�
SHEET
D 4 OF 4