HomeMy WebLinkAbout304 Appaloosa Ct 04-54 New SFHPERMIT ADDRESS
CONTRACTOR
D R Horton
ADDRESS
6250 Hazeltine_Nat'1.Dr #102.
Orlando, FL 32822
(407)857-9101
CBC 055300
PHONE NUMBER
PROPERTY OWNER
IN
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
1
DESIGN CRITERIA:
® FLORIDA BUILDING CODE (FBC) 2001
® OCCUPANCY - RESIDENTIAL - GROUP R
CONSTRUCTION TYPE- VI
• 1-STORY RESIDENCE: BLDG HGT 1 9' -8"
SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE:
• SSTD-10
• CONCRETE MASONRY RESIDENTIAL CONSTRUCTION
• WOOD FRAME CONSTRUCTION MANUAL
® WOOD PRODUCTS PROMOTION COUNCIL
• AMERICAN SOCIETY OF CIVIL ENGINEERS
1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA:
A. BUILDING CODE 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 10PSF DEAD
FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 10PSF DEAD
DECKS-40PSF LIVE 10PSF 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 DOWEL 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 T"
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
��:I�Ils"ls'fGI�I1]
6250 Hazc=Atincm...
Natic>nal .. , FL. 3282!-J,
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
OFFICE"C
BAKERS
CROSSING
LOT #80
PHASE #2
MODEL:
"1732- R"
COVER PACE
DATE: 9/11%03
SCALE: 1/41=1'-02
SKEET
Cl CF
111
23'- 0'
1-1'-0°
T . -all
I --------------------- DOWEL LA Y OUT
401-011
- 0
53'-3" 9'-0" 21'-S"
14'-I1" 0 -0" 1e'-1"
-3 1/2"
I 3 GONG.
w
G. Q
1 I SLAB (D i
�,° } I ■ ■ ■ ■ ■ ■
- - - - - - - - - - - - J -T -
FEXTI=ND
10 1= / \ 1 LAV. I 2
1="ooL- 54TT I H.B. I— SLA3� 1 1/2" D1 19 D1
� - — — — — — — — — --- //
it
i I REF.
L__�
I wc.!1
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a�cn I 13'-0" 1'-4" 2'-611 4'-1"
WALL
0'-0' ELEV.
D1
r r — °po opo FIN. GONG. SLAB
■ I IRANGEI 1 J 1
L — — 1 0 ' 1 `Av LAV.
N.T.S.
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - -
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1
■ ■
1
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; wail I
- - -
- - - - - -
— — — — — — — — — — — — — — — — — ---�
I
Iz-1-\
— — ��
1
ELEV.
15 >9
L
DOWEL LAYOUT
I
1
i 4 -1
2'-�'
-�
1
_'-2"
4
WALL
WALL
A
I
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I
4"
FOLY5TY'RENE
z
WELDED WIRE FABRIC
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ono •
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IRANGEI
m
I ; OPT.
LAV.
j
LAV.
1
N
I
O
I
CONC, SLAB
2 S'5 CONT.
NTEfR10F' 5E,4f;;�,)INC; WALL
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL GONNECTORS.
CONNECTORS ONLY NEEDED WHEN THERE
IS UPLIFT ON WALL
r-----1
TUB - J1
---------------------------------�
_OPTIONAL MSTR. CLOSET
HURRICANE RESISTANT
■
3 1/2" CONC. REINFORCED
1 w/ro "Xro" #10/10 wwM OR
1 u- F15ERGLA65 REINF. ON (o-MIL.
vAf-OR
LLD
RMf E TREATED FILL OR
CLEAN TERMITE I
APPROVED SUBSTITUTE,
(RECRUIT II SYSTEM)
TUB
------------------------
m
19'-1"I 20 -11
0'-0" ELEV.
FIN. GONG. SLAB
O
0'-0" ELEV.
FIN. GONG. SLAB
pl
0
u
■
■
r---1
OPT.
W.
r — — EXTEND 5
OPT. I SLAB 1 1/2" DI
WH. IN
SAFETY PAN
A/C
j1/2" WH� �COND� 3 1/2"
— \ J ` GONG.
4" P.V..G— _ — ` �� SLAB m
L__J —
CHASE 14'-4"
8 � .
D1
EXTEND =
SLAB I I/2"
N
3 1/2 "
GONG.
SLAB
I
ut
>L cA d
ELEV. D 4F
15RG. FTR
� U N
qw
X<Z r
OU
■
w U
all CURB
WALL
-4 1/2"
11
D1
■
N.B.
■
2'-10" 1&'-0"
FOUNDATION PLAN
2' -8"
BAKERS
CROSSING
LOT #80
PHASE #q
MODEL:
" 1 7 3 2 R97
FS /B C
FOUNDATION,
DOWEL PLAN
rTE: 9/11/03
I SC Al
SHEET
1 OF 5
SEA' 16 2003
BAKERS
CROSSING
LOT #80
PHASE #2
MODEL:
" 1 7 3 2- R"
FS /B C
LINTEL
SCHEDULE
DATE: 9/11/03
SCALE: I/4'=I'-0'
SHEET
IAOF 5
Ee
C15
16 C=
(2)25-5H W/
ARCH TOP ABV.
D p=
35-SH W/
54"X20"X2 S"
TRANS. ABV.
E =
35-SH W/
18
54"x10"xl6"
TRANS. ABV.
19 F=
(2)25-5H W/
60 "X38"
1/2 RND. ABV.
16'-0" X I'-0" O.N.
O1
306DR 8
O
W/SIDE LITE
C=48"xl0"xl4"
TRANS. ABV.
O
D = 48"X48"X54"
TRANS. ABV.
O E = 48"x30 "x36 "
TRANS. ABV.
O F= 48"x26"x5l"
TRANS. ABV.
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW SEE
AND TYPE
ZONE
110 MPH WIND
120 MPH WIND
1
28
3068 pR
W/SIpE LITE
4
20.5/ -22.3
24.3/ -26.5
2
5
48"xl0"xl4"
TRANS. ABV.
4
21.8/ -29.1
ELEV "C"
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"x3(o"
TRANS. ABV.
4
21.6/ -20.1
ELEV "E"
25.1/ -34.2
5
18
48"xW'x5l"
TRANS. ABV.
4
21/ -26.6
ELEV "F"
24.8/ -32.9
112
GARAGE
16'0" X 110"
5
18.3/ -22.4
21.8/ -26.1
7
17
25-SH
4
21.1/ -22.9
25.1/ -21.3
S
17
25-SH
4
21.1/ -22.9
25.1/ -21.3
9
1-1
25-5H
5
21.1 / -28.0
25.O/ -33.1
10
11
25-5H
4
21.1/ -22.9
25.1/ -27.3
11
17
25-SN
4
21.1/ -22.9
25.1/ -2-1.3
12
53
8068 SCUD
4
19.4/ -24.4
23.1/ -29.2
13
10
23-5H
4
25.g/-28.1
14
24
35-SH
4
20.9/-22.4
24.5/-26.1
15
24
35-SH
4
20.9/-22.4
'F-`
24.5/-26.1
30
(2) 25-SH W/
ARCH TOP
4
20.4/ -22.2
ELEV RV16
24.2/ -26.4
11
33
35-SH W/
54"X20"X28"
TRANS. ABV.
4
20.2/ -22
ELEV "D"
24/ -26.2
18
28
35-SH W/
54"X10"X16"
TRANS. ABV.
4
20.5/ -22.3
ELEV "E"
24.3/ -26.5
19
4-1
(2)25-SH W/
60"X38"
1/2 RND. ABV.
4
19.6/ -21.4
ELEV "F"
23.4/ -25.6
CALCULATIONS
BAKERS
CROSSING
LOT #80
PHASE #2
MODEL:
FS /B C
WIND LOAD
CALCULATIONS
DATE: 9/11/03
SCALE: 1/41011-0'
SHEET
wrm-31•1-
SEP 16 2003
(2) 25-6H W1
60"X38° 48"x2io "x51" I
1/2 RND. A5V TRANS. AP V.
LINTEL REaUIRED
10'-2"
------------------------�
ELE0' . 9T99
I�
I
I
------
L;LEV.
3-0 DR. W/10"
SIDELITE ELEV. G
a I� ENTRY } m
—A
w
■
4Vxl0"xl4"
TRANS. ABV.
I
I
- - - - - - - - - -
99 c 99
SQ.FT. CALCS
LIMING
GARAGE
ENTR",r
PATIO
1132
45(o
22
5.4
50.
50.
60.
So.
FT.
FT,
FT.
FT.
TOTAL
22(o.4
50.
FT.
D= 35-5H W/
54"X20"X28"
TRANS. A5V.
NO LINTEL REOUIERD
E = 35-5H W/
54"x10"xl6"
TRANS. ABV.
01
AOPT. ARCH OPENING
6" PRE-GAST WALL
6" PRE -CAST WALL
■
■
■
■. 1
■
■ o
(o" PRE -CAST WALL
XOPT. CLOSET
cil
0OPT. POOL BATJ
BAKERS
CROSSING
LOT #80
PHASE #21
MODEL:
99 ^ 7 3 2 - R99
FS/BC
FLOOR PLAN
DATE: 9/11/03
SCALE: V4'=1'-0'
SHEET
2 or 5
CEP 162003
�12
61 i
i
2.5/12
VAULT
LIN
9'-4"
11 Ono
TEXTURED m
1=1NISN
0'-0" FIN. FI-R.4
9'-4" �RC�
0'-0" FIN. FLR.
- � 5
5
N
��
6p
CRICKET
*\"24' DECCO
.01 WIN oil, OIIN
LEFT ELEVATION
91-411 BRG.
0'-0' FIN. FL
5LDG. PGT.
OL 14' - D" BRG.
9' - 4" BRCS.
2"
4
_77L
OKEY DETAIL
OFF -RIDGE VENT
9'-4" 5RG.
0'-0" FIN. FL-R.
111451 Us "t
OFF -RIDGE VENT
C TEXTURED
FfNISN
LiR.
4
5
9'-4' BRG.
-o it
,6,0'-0" FIN. FLR.
BAKERS
CROSSING
ILOT #80
PHASE #fc4-
MODEL:
"1732 R"
FS /B C
ELEVATION" D"
DATE: 9/11/03
SCALE: 1/4151'-®'
SHEET
3 D OF 5
sip 16 903
2X4 COLLAR TIE
EVERT OTHER RAFTER
2X RAFTER
2-126 EVERT" TRUSS
1X(o NAILER— /
2X RIDGE
3-12d RAFTER
TO NAILER
-1/1(" O.S.B. --/ IXS NAILER --/—
OR 1/2" PLY. 2=12d EVER*' TRUSS
CONV. FRAMING DETAIL/VALLEY
DBL. TOP PLATE
1(0" O.G.
B.
WISH
6
LL
KNEE WALL DETAILPENTRY
(�4 HIP DETAIL
SP4
MSTA-2
1/2" X 8" A.BOLTS
W/2" WASHER
3-EA. SIDE T`rP.
MSTA-24
2 X 4 PT.OR "
2 X 4 l.U/ VAPOR
BARRIER
5" GMU BLK
DBL 2 X 4 TOP FL
/-SP4
—2 X 4 EXT- —
WALL @ ENTRY
2) 2 X12
2X4PT
MSTA
1/2 "
W/2 "
3.E A
MST
2 X
2 X
PAR
3/4"
C(o-
WDW/DOOR DET
__-4-4- I
M — —�I — � — I �I �I �I � M
II II
L L
s CO
(2) META-16. K = II II II I II II II II II II II II II II = K
A
ATEOL 14'-0" BRCx.e ENTR*'
yAll
-24 A13
A15
X 5" A.B LTS All
WASHER
SIDE TYP.
A-24 J, (o-S DOOR
A19
4 PT.OR A
4 W/ VAPOR
RIER
A
X 2" RECESS
TYPJ
8 GMU BLK
0'-0" FIN.FLR- _ _ _ _ _ _
A
AIL
A
A
PEADER SPAN CPART _ _ A
R1' APPLICATION w it n
A
CLEAR SPAN
UP TO 5'-4" A
5'-4" -1 TO '-0"
-l'-O" TO 10"-0" Q A
10'-0" AND OVER 22"X54"
PLIGATION DOWN STAIRS I ATTIC
� ACCESS I A
CLEAR SPAN
Al
UP TO 5'-0"
5'-0" TO 9,'-4"
�o'-4" TO 8"-0" _ _ _ _ _ _ _ _ = Al =
8'-0" AND OVER
A2
A2
p WITH 12d 6"-&" O.G. STAGGERED
D WITH 12d 6 "-5" O.C. STAGGERED
_ — AGI
—ACx2
Q fL/
!Y
--------------------
CCA
BCC
O
9-4" BRCz.HC�T.f3LK.
SINGLE ST
)ST=(2)2X4'5 NAILS
SST=(3)2X4'S NAILS
* CONNECTORS TO BE 51MP50N U.N.O.
* TRUSS TO BLK META-16 W/12 -10dX1 1/2
* TRUSS TO WOOED MTS-12 W/14-10dX1 1/2
(2) META-16
AIIIIII
MODEFS/BC
L
BAKER
CROSSING
LOT #80
PHASE #2
SC AT: 1/41mr-01
5
:
M,
TRUSS PLAN
DATE: 9/11/03
SHEET
4D Or
ELECTRICAL LEC3ENp
S'T'MBOL
DEFINITION
NOTES
/}
IIOV OUTLET
1/2 OF OUTLET
(\�Il-Jj■
11(dV OUTLET
WIRED TO
SWITCH
EQUIPED WITH
8GFI
110V OUTLET
GROUND FAULT
INTERUPTER
W
nln
�J
220V OUTLET
EXTERIOR
GROUND FAULT
GFII
WATERPROOF
INTERUPTER
OUTLET
SWITCH
�g
SWITCH
3-WAi OPER.
�4
SWITCH
4-WAY OPER
n
WALL
�
MOUNTED LIGN
EILING LIGHT
1
VAPOR PRO
`OJVP
LIGHT
c�
o:
RECESSED
CAN
1 CFM PER
VENT FAN
SQ. FT.
VENT. PAN
1 CFM PER
W/LIGHT
SQ. FT.
O O Q U
2' LIGHT STRIP
4' LIGHT STRIP
FLOURECENt
RAP AROUND
LIGHT
_
2'FLOURECENT
— — — —
4'FLOURECENT
PANEL
METER
SMOKE
GATT. BACK-UP
O
W/ HARDWIRE
DETECTOR
INTER-
CONNECTED
PENDANT
LIGHT
TELEPHONE
JACK
WATER HEAT.
WH
DISCONNECT
AIR COND.
A/G
DISCONNECT
TY
TELEV15ION
JACK
C G BOX
REQUIRED TO
CEILING
BE SUPPORTED
FAN/LIGHT
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
L IGHT
INTERCOM
SPEAKER
1111- mi "m I "ll a
12011 WMINWINI llll� I
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
eHOMEOWNER PRECONSTRUCTION MEETING
NOTE:
#ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARC FAULT.(NEC 210-12)
NOTE:
#20 AMP DEDICATED LAUNDRY CIRCUIT.
200 AMP
METER BASE 4
)ISCONNECT COMBO
SQUARE D
UNDERGROUND
SERVICE B1'
POWER CO.
4/0 ALU. GABLE
METER —L I
TYP.
200 200 AMP
AMP. INSIDE
MAIN PANEL
DISC.
#4 COPPER TO 5/V GROUND ROD
ALSO SERVICE TO BE BONDED TO FOOTING STEEL
ELECURUCAL RISEK
A/C
DISC.
012 COPPER TO
LIGHTS 4 OUTLETS
#10 COPPER TO WATER HEATER
#8 COPPER TO RANGE
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER GO.
\ J1 1/2"
1 1/2"--,�
KITCHEN
SINK W/
AUTO VENT
PLUMBING RISE-1A „To
a,N
BAKERS
CROSSING
LOT 7-f • •
PHASE #21
MODEL:
99 1 Q 3 2 R99
Fs /B C
ELECTRICAL
P LAN
DATE: 9/11/03
SC AT: 1/41211-0'
EET
5 or 5
2X4 DBL 2X4 MID -WALL MIN, 6" EMBEDMENT 1/2" X 9"
SP-4 lro O.G./EA. STUD TOP PLATE M 2X4 MID -WALL
BI BLKG ANCHOR BOLTS AT 3' O.C.
6"x6" #10 W.W.M. #5 REBAR SET IN 2000 1/2" X 9" A.B. 3 2 " O.C. 2X4 MID -WALL 1/2" XII 9" A.B. 32" O.G. 2X4 STUD 2" ABV. CONC..
��P51 Ef=O MIN EMBEDMENT EMBEDMENT BLKG EMBEDMENT 2X
iro" 4 STUD =
O.C. MAX. 16" 6
O.C. MAX. 6"x" #10 W.W.M.
II 6 "x6" #I0 W.W.M. 2 X4 P.T. SP- 4 16 " O.C./EA- STUD
N SP-4 16" O.C./EA. STUD —� BT PLAN 2X4 P.T. BT PLATE 2X4 P.T. BT PLATE
� IL
- "
1 N M M N
oa
rT \ $
(2) CONT. #5 REBARS 1 4 z = 2-#5'S ON CHAIRS
} ° ° CONC. SLAB 4„ — CONC. SLAB I'-g' z u CONC. SLAB „ _ m 1 -4
= 0 2 #S'5 CONT. 3 #S's CONT. �- 4 2 #5's CONT. 4 4
0 TYP. RETROFIT FOR ALL I -0 m = i -0
11
TYP. WALL SECTION �A OMITTED FOUNDATION DOWELS �' I.UoOD FRAI„« FOOTING
INTERIOR BEARING WALL INTERIOR BEAFRING WALL INTERIOR B�Ai�ING WALL/NO UPLIFT �
BLK. SINGLE STORY 1= STORE'
� 1- STORM' 2 � 2 -STORY
3 1/2" HEAD OF GARAGE 3 1/2" HEAD OF GARAGE �-.—#5 DOWEL BAR(ONE 51DE #5 DOWEL BARS 05 DOWEL 5AR5
(VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES 7 5/S° DIM VARIES
9" ANCHOR BOLTS AT 3'O.C. -1 5/8" CI�B II & "X6 - #i0 W.W.M. 15/S" CURB II & °X& " 010 W.W.M. CURB II 6 "X6" #10 W.W.M.
9 ANCHOR BOLTS AT 3 O.G. MIN �" EMBEDMENT �
ONLY IF UPLIFT ON WALL r(o"x
ro" #10 W.W.M. EXTEND 1 I/2° rII
MIN 6 " EMBEDMENT II
m Lu
6 Xro " #i0 W.W.M. c� w
IL_ RECESS /2 0 II c� 0
a— `U 0� 2-#5'S ON CHAIRS m 0� (3-5'5 /2- STORY)
N N w
_
411 O o m o 0 0 SINGLE (3 51'S W/2 ST01RY) 51NGL
g" Q ° cn j' -g" STORY STORY
1'-0 2 #5'5 ON CHAIRS _ 3 SON CHAIRS I' -all 1'-8"
TWO
TWO
THICKEN �pC-a:� GARAGE CURB STOP INSIDE FTC. AT GARAGE STEP-UP STORY 5TORY
INSIDE FTC. AT GARAGE STEP-UP &A GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB
2- STORY BEARING WALL DOOR RECESS � ��
I -STORY BEARING WALL
CONC. SLAB OVER CLEAN,
S EA_ WAY ON all CMU IL COMPACT TERMITE TREATED
(3) # 5 ROD
CHAIRS (I" 3" COVER) q L ro MIL. VIS. VAPOR
TO
�, 6 "X6 " #i0 W.W.M. P MAX. I BLOCKING IROST 2FRAMING
4 GARAGE SLAB Z SPACES AT EACH END.
GRADE 61-11DING DOOR TRACK -
m m
RAFTER OR TRUSS
SLOPE GONG. ROOF SHEATHING LAYOUT VROOF SHEATHING 2
9 1/2"
CURB WALL�� \--GONG. DRIVEWAY
GARAGE
BEYOUNp
�� 'o o '
3 #5 s CONT.
"
1'_8" 3 MIN. COVER
AND ENDWALL BRACING
FOR GABLE END FRAMING
q
z
Q
24-X24" EXT. PAD SLAB AT SL. GLASS DOOR GAIRAGE DOOM v - v IN
�� 11 OPENING BUILDING LENGTH
1 � 2 - STORY FOOL ING
II II �I 00o1 GUN NAILS e4" O.G. *'ad GUN NAILS
II II II TOP 4 BOTTOM EDGES roll O.G. IN FIELD
ul
• II II � � �
e POURED LENTIL TO BE II II Q '
o CONT. (TYP) #5 REBAR II II OUTSIDE BAR 0 LL1 w -1 _ LLI
a
II _� Lu 4
tee: I Z 2X WALL FRAMING CONTINuouS -q o LL
(3)1/2"X8" 4NGHOR BOLTS ' . .
z
8 CMU FILLED or (3) I/2"X8" J-BOLTS — s — —� Z ca z b
,o
CELL (TYP.) MIN. 6" EMBEDMENT = _ — — — U ; O
W/ 2 "X2 "X1/8 WASHER AND _
EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP - � P. �XTrmRIOR SH4rzATHING
BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP. REBAR LAP ; .4AC1-IIyINi FOB iROOF SNAfiH(NC
IN JOINTS PRIOR TO FILLING. e CORNERS NOTE:
(SLEEVED ANCHOR IN SOLID
POUR ACCEPTABLE RETROFIT) 2-� I WHEN GLUED TO ROOF 1„f�MB�R
#5's REBAR @ I STORY �ARAG ID00F IN�ORMAT I ON �l
3-#5's REBAR � 2 STORY �0"-8" 'aEDG ES 4 10"-12" IN FEILD
T''P. F-XTER10R SHEATHING ATTACP ENT
POURED LENTIL FOR &HEAR AND UPLIFT
0"
CONT. (TYP) (O.S.B. TO BE STRUCTURAL GRADE)
CONNECTORS FROM PLATE TO STUD TO PLATE
BOND BEAM z PRE -CAST HDR. 2X(o GARAGE DOOR BUCK W/
ARE NOT REQUIRED EXCEPT AT OPENINGS
GROUTED
TIE TO HORz. BARS � 1�U c ,y�e C3) 1/2"X8" ANCHOR BOLTS
01-75
g" MIN. EMBEDMENT �' or C3 o1/ EMBEDMENT MIN.
' S" CMU FILLED W/ 2"X2"X1/5 WASHER AND
;� NUT SPACED EVENLY FROM #ad GUN NAILS
HORZ. REINFORCING VERT. RE INF. CELL (TY1='.) _
6° HOOK �' IN GROUTED IT
FLOOR TO GARAGE DOOR HDR. 12" O.C. IN FIELD
CELL IN JOINTS PRIOR TO FILLING.
I I1-2Xro PT BLOCK Q CENTER OF Q
DOOR HEADER WK U
,' ' 1 (1) 1/2"X8" ANCHOR BOLTS
CLEANOUT REQ'D or (1) 1/2"XS" J-BOLTS Z Q
FOR GROUT LIFT �" EMBEDMENT -
- — —` —•—` > 5 FT_ UNLESS W/ 2 "X2 -XI/S WASHER AND NUT
HORZ. REINFORCING Z (k FOOTINGDWL IS
6" NOOK } NOT REQ'D. T'I P. FLOOR IDECKING
HORIZONTAL/VERTICAL REINFORCING m 0 ATTACHMENT TO FLOOR JOIST
EA. SHEET TO BE GLUED AT ALL
EXPOSED JOIST
B AKE RS
CROSSING
LOT #80
PHASE #2
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 9/11/03
SCALE: 1/41al'-0,
SHEET
DI OF 4
SEP 16 2003
MAXIMUM HEADER 5PAN (ft.)
UP TO
5'-0' TO
g _01
4'-11 1/2"
-1'-11 1/2,
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT STUDS
AT EACH END OF HEADER
1
2
3
2X4 SUB -BAND 2X4 SUB -BAND HURRICANE STRAPS 2X4 51JB-15AND a
CHASE GROVES,WAVERLEE WOODS FEILD STREAM CHASE GROVE5,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVE5,WAVERLEE WOODS 2"X4" BLOCKING
2X(o SUB -BAND FEILD 5TREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS
LAKE KEHOE,CYPRE55 HEAD 2X(o SUB -BAND '@ 2X6 SUB -BAND 'a 4'-0" O.G. MAX METAL LATH
ALOMA LAKE KEHOE,GYPRESS HEAD LAKE KEHOE,CYPRE55 HEAD
WRAPPED/WOODS FINISHED FASCIA ALOMA WOODS -�—ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA 2 4 " O.G. WRAPPED/ALUM FINISHED FASCIA OVER 1*15 FELT OVER -1/16" OSB OR 1/0" TEXTURED
ASPHALT SHINGLES. METAL DRIP EDGE
7/16" OSB SHEATHING 1/2" PLYWOOD FINISH
OVER #15 FELT R-19 INSULATION OR 1/2" PLY. W/ 15# FELT
i/16" 055. SHEATHING FIBERGLASS SHINGLES __ R-19 INSULATION
OR 1/2" PLY. ON #15 FELT OVER I 3/4" T 4 G PLYWOOD 2X4(CONT.)
HURRICANE STRAPS 1/16 OSB. SHEATHING SEE TRUSS ENG. a
(SEE TRUSS PLAN METAL DRIP EDGE ROOF TRUSSES TO BE GLUED
FOR PROPER 24' O.
FOR CONNECTOR) 1/2" CLG. BOARD 4 TEXT. G. NAILED
METAL DRIP EDGE— 2X4 DOUBLE PLATE (TYPJ 2X4 SPF STIFFBACK AT BRACING HETA-16
LL UPRIGHTS OVER 4'-10" EMBEDDED
O 115 CONT. ALUM. FINISHED VENTED SOFFIT LINTEL STRAP
IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS
ALUM. FINISHED VENTED SOFFIT 1/2" GLG BOARD 4 TEXT. 1/0"0" TEXTURED FINISH
8 o 0 LINTEL BLOCK FILLED 1/2 ALUM. WINDOW
DRYWALL OVER 15 FELT OVER R-19 INSULATION TEXTURED
SEE FLRJELEV FOR DE5. WOOD BASE (TYP.) 1/16" O.S.B. SHEATHING CMU'S
1/0"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD /--FINISH
PRE-CASt LINTEL FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY.
Lr�j
ALUM. WINDOW 1/16" 055 SHEATHING OR 1/2" PLY. 7 mm�A
SEE FLRJELEV FOR DES. SILL (SHEATHING MUST 5REAK MIN. 1'-4" FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE
FROM 2nd FLR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ I/2" CLG. BOARD TEXT. TWO ��
PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYPJ
2X4 NAILER (CONT.) OR M6TA-24 24' O.G. MAX TR
g" CMU R-4.2 INSULATION O (1)05 CONT. FOR HDR 51ZEAN
HETA-16 IX2 FURRING STRIPS �� BAND D ETA I L-
IX2 P.T. FURRING 5TRIP5 FLR JST TO BLK ALUM. WINDOW 3/4
TEXTURED FINISH 1/4" WOOD BASE g" LINTEL BLOCK FILLED u
I/2" DRYWALL SEE FLR•/ELEV FOR DES. SILL
1/16' OSB SHEATHING WOOD BASE (TYPJ
PRE -CAST LINTEL OR 1/2" PLY. UNDER
0 c0 FELT BARRIER PRE-FAB TRUSS
ALUM. WINDOW FLOOR JOIST/ 1/2" CLG. BOARD TEXT.
6 "X6" #10 W_W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS
r OR FIBER MESH SEE FRAME PLANS SF-4 32" O_C. '� STUDJ 2X4 DBL. TOP PLATE
o REINFORCEMENT FOR JOIST TYPE 1/2" DRYWALL
PRE -CAST SILL — CONC. SLAB OVER CLEAN, HETA-16 � 32 0. C. MAX 1/2 CLG. BOARD 4 TEXT .,
COMPACT,TERMITE TREATED O (1/'5 CONT.
z Lu Z w 8" CMU BOIL OVER 6 MIL V16. VAPOR g" LINTEL BLOCK IX2 FURRING STRIPS 2X4 WOOD STUDS
O} _ 1'_4N__2 #5 CONT. BARRIER,W/6X6 #10 WWM (FILLED) 2X4 CONT. STRESS
U m U BLOCKING MID -WALL
TEXTURED FINISH 1/4° _ WOOp BASE (TYP.) Po 0RE-CAST LINTEL 1/2' DRYWALL
2X4 PT. PLATE
Q 5P-4 32" O.C. �@ STUD 1/2"X9" A.B. 32" O.G.
ALUM. WINDOW ? (K 5EE FLRJELEV FOR DES.(WNEN UPL IFT)�
TYP. WALL SECTION � � SILL 6" EMBEDMENT
BLK. I=STOR�' 040
O 6"X6" #10 W.W.M. PRE -CAST SILL _ WOOD BASE CTYPJ CONC. SLAB 4 4" O
W_ 3 #5's CONT OR FIBER MESH CONC. SLAB 2 #5 5 CONT. _
w z w REINFORCEMENT 1'_4
N0 = p 1' _g° g" CMI,1 6 MIL VIS 1- S T®RY
U U VAPOR BARRIER INTERIOR BEARING WALL_
TEXTURED FINISH 1/4"
ASPHALT SHINGLES OVER TYP. WALL_ SECTION � NOTE- FOR WALLS W/FLOOR LOAD ONLY
#2"X4"
15 FELT ON i/16" O.S.B. BLOCKING O - DO NOT INSTALL CONNECTORS.
�
SHEATHING OR 1/2" PLY FIRST TWO BAYS _ 2 - STORM' z
4'-0" O.C. MAX
METAL DRIP EDGE j^ 6 "X61, #10 W.W.M. 2X4 DBL TOP PLATE
2X4 SUB -BAND J O OR FIBER MESH
REINFORCEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG.
FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTOR5 z fk
2X6 SUB -BAND e (SEE TRUSS PLAN) } Z }
LAKE KEHOE,CYPRES5 HEAD BRACING (3) #5's CONT.
ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE �„ O m O
ji
WRAPPED/ALUM FIN15HED FASCIA 24" O.01/2" DRY WALL
ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS FIRST FLOOR BLOCK
2X4 SPF STIFFBACK AT SECOND FLOOR FRAMF= 1/16
ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX
(SEE TRU55 ENG. FOR SIZE)
1/0" TEXTURED FINISH HEADER (SEE PLANS)
OVER 150 FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE-1=AP TRUSS 2X4 PT.
-f/ 6" O.S.B. SHEATHING 2"X4" NAILER GONt,
OR 1/2' PLY. 1/2" CLG. BOARD TEXT. TEXTURED FINISH BT. PLATE
ON GALV'D. METALL 1/2' X 9' A.B W/
2 LAYERS -t/A SF-4 32" O.G_ e STUD 2X4 DBL. TOP PLATE LATH OVER TYVEK '• MIN. 6" EMBEDMENT
O.S.B.SECURE EA, LAYER '
2x4 P.T. PLATE W/ o W/2 8d,s V-12" O.G. -�.. HDR. STUD(S)/JACK(S) a 1/2" DRYWALL OF 015 FELT 2" DIA. WASHER
1/2"X9" ANCHOR BOLTS MAX. ',""` 32" O.C. MAX
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" 0. C. 32" O.C.MAX STUD TO HDR. FULL LENGTH StUp(S)/ 2X4 CONT. STRESS '�1(0" O.G. ,,�,•,,;,,;
SECURE TRUSS TO 2X6 W/ KING STUD(5) 5P-4 BLOCKING MID -WALL ,.sir: •:
TOP 4 BOTTOM) 3/4" T $G SUBFLOOR
126 a 6"-g" CONC. FILLED LINTEL ..•... �,,,
PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)#5 ROD I GLUED 4 NAILED
C 4" O. . a EDGE
6" O. G. e IN FEILD
all
CMU ''•.' •'
FLR. JST. SIZE SEE FRAME PLAN
TEXTURE FINISH
IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4's
R-4.2 INSULATION NAIL PER SCHEDULE 2np1 FLR, STUD TO 1/2" CLG. BOARD TEXT.
1/2" DRYWALL — _ _ _— — _ _ _ — — — I5t FLR. "STUD 2X4 DBL. TOP PLATE 1.000D I=i�,4MF= TO BL.K.
I_F — — — —I M5TA-3(a 32 O.C. 1/2" DRYWALL
2X4 WOOD STUDS
2X4 CONT. STRE56
Woop BASE I I I I I I BLOCKING MID -WALL
I II II I
NAIL PER SCHEDULE/R
2X4 PT. PLATE
O = I I I I I BOLT PEFND. PLAN 5P-4 32" O.G. � STUD 1/2"X9" A.B. 32" O.G.
Q MIN. 6" EMBEDMENT
[L o o z
6"X6" 4*10 W.W.M. CONC. SLAB 4„ O 2Xg RIDGE
} Q
0 o OR FIBER MESH 4 2X4 COLLAR TIE O
REINFORCEMENT TYP EXTERIOR OFENING IN FRAI 1E 3 #5 s CONT. _ = EVERY OTHER RAFTER O
w ZLu } Ix .4 1 -8 m 2Xro RAFTS O O
W
O O } 2 #5 CONT.
m
j T'*'P. WALL SECTION
I�
2-STORY 2-126 EVERY TRUSS INTERIOR BEAIRING WALL 1X6 3-12d RAFTS NAILER 3-12c{ TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
1X5 NAILER
OR I/2" PLY. 2-12d EVERY TRUS
BLK_ 1=STORY (GABLE) MINI1IUM WALL AND HEADER CONY- FAMIN TAI /V Y
STUD R QU I R M*IENTS
BAKERS
CROSSING
LOT #80
PHASE #2
MONOLITHIC
1 W_
DETAILS &
NOTES
DATE: 9/11/03
SCALE: 1/4121'-ON
SHEET
SEP 16 ton
# 1000 UFL Ir-T
SIMPSOM MTS-12
W/1 10d TO TRUSS
AND (2)1/411 X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
# 2000 UFL 11=T
(2)SIMPSOM MT5-12
ONE EA. SIDE OF TRL
OPPOSITE SIDE OF F
W/1 10d TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO GONT
POURED LINTEL
"RUSS
FINISHm LANDING
1211 z
P.
3 BOND BEAM
TRUSe 4NGH0fR DETAIL =1R TfR0F 1 T
9'I MIN.
LE55 THAN lo'
REQUIRES
P NOSING
DBL 2X12 -
FLOOR JOIST
3/4" PLYWOOD
WITH 4 160
COMMONS NAILED
THRU 3/4' PLYWOOD
INTO EACH STRINGER
NOTE!
STAIRS RISERS TO CONFORM
TO FBG 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 CRO55 SECTION DIA.
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
GRASPAB 1 L ITY
WINDERS- MIN. 6' WIDE m NARROW END
MIN. 11" WIDTH m 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
IX2 PT.TOP OF BOX
DBL. TOP PLATE
2X4 STUD
1/I6" OR 15/32' O.S.B.
W11/e' TEXTURED
OVER
GALVINIZED METALA-
FINISHED— — —
PAPER BACK LATH
51MPSON H-5 (MIN.)
g 2X4 TO TRUSS
PRE. ENG. TRUSS
2X4 15TM. PLATE
3/4" PLYWOOD
2X12 TREAD
CUT TO FIT
- 1X8 RISER
LESS THAN 4" TYP,�� �
BETWEEN SPINDLES
SP4 OR H-5 TOP PLATE TO STUDS
2'-0' ABV. 10'-0' LEVEL TO ROOF
OR 2'-O' ABV. HIGHEST RIDGE WITHIN 2'-0'
101-011
FRAMED CRICKET
HANI✓
1/2" D
I�
1' NOSING TYP.
c{1 �
r
STAID SECTION [DETAILS
CkI INS"' �)ETAILe
51MPSoN H-5 (MIN.)
0 2x4 TO TRUSS
SECTION
PRE. ENG. TRUE
IX2 PT TOP OF
DBL. TOP PLA'
1/16' OR 15/32'
W!1/8' TEXTURE
FINISHED OVER
GALVINIXED ME
PAPER BACK I
CRICKET
2'-5-1/211
FLAN VIEW
STUDS FROM TRUSS
�E TO DBL. PLATES ABV.
36'I MIN. FINISN
STAIF IJINIDF IDTAIL
ASPHALT SHINGLES OVER
* 15 FELT ON -f/16' O.S.B. —
(2) 2X4 *2 ND 5YP DIAGONAIL BRACE /
W/ 3-12d s, EA TRUSS ( DIAGONAIL BRAGS
TO COVER 5-TRU55E5
2x4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 5YP 5TIFF5ACK
AT ALL UPRIGHTS
OVER 4'-10'
7/16' 05B SHEATHING
USE Sd NAILS AT
4' c.c. EDGE 4 6' o.c. FIELD
2Xro PT. PLATE BOLT W/ 1/2'X9 A.B. GOMMOM
(W/ 2' DIA. WASHERS) m 32" O.G. MAX. 1/2' CLG. BOARD TRUSS 24' o.c.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d m EA. TRUSS R-I3 MIN.
1-05 REBAR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRACE.
0'-0' TO 30'-0' (1) 'X' BRAGE
30'-1" TO 60'-0" (3) 'X' BRAGE
(1 'X' E51RACi= m CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
AL ENID CRO55 ,4CIN 1=STORE
2X4 SECURE TO 2X4 BLK W/2-12d
SECURE TQ BLK W/ META-16
e
F — = 2X4X4' SECURE TO TRUSS W/ 3-12d
6'-8' O.G. MAX TYP.
2x4 BLK SECURE THRU TRUSS W/3-12de
PER ENGV TRUSS 24' O.C. MAX
21 _O11 EXTEN51ON OFF' SERVICE PR.
N.T.S.
METAL LATH
1/16" 055 OR TEXTURED
1/2" PLYWOOD FINISH
W/ 15# FELT
S IMPSON
META-16
2X6 (CONT.)
2X4 (GONT.)
EXPANSION
JOINT
CMU'S
TEXTURED
FINISN
TWO 5TORY
(2) 2X4 *2 ND 5YP DIAGONAIL BRACE—
(/ 3-12d m EA TRUSS( DIAGONAIL BRACE
TO COVER 5-TRUSSE5
2X4 BLOCKING FIRST 2 BAYS
(2) 1md NAILSGEA ENp
TO TRUSS
2X4 5YP 5TIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
1/16' OSB SHEATHING
USE Sd NAILS AT
4' o.c. EDGE 4 6' o.c. FIELD
2X4 W/ 3/8" X 5
LAG OR 61MRSON HTC-4 e 32' O.G. MAX.
SHEATHING NAILING TO BE I \\
6"-8' O.C. IN FIELD
4' O.G.GALL EDGES W/Sd NAILS
-i/16" 055 OR
1/2' PLYWOOD
W/ 151* FELL
2 X6 (CONT-)
2X FLOOR JOIST
2X4 (CONT.)
2' MIN.
OVERLAP
CAULK
S IMPSON
META-16
CMU'S
TEXTURED
FINISH
TWO
51ORY
FIRST FLOOR BLOCK
SECOND FLOOR FRAMING
ASPHALT SHINGLES OVER
* 15 FELT ON 1/1611 O.S.B_ —
1/2' CLG. BOARD \
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d m EA. TRUSS
2X4 5YP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD 16' O.C. MAX.
2X4 5TM. PLATE
3U$-FLOOR
NAILED
TRUSS 24' o.c.
INSULATION
R-19 MIN.
META-16' FLR JST TO BLK \—FLR TRUSS
1-05 REBAR CONT.
0'-0" TO 30'-0" (1) 'X' BRACE
30'-1" TO 60'-0" (3) 'X' BRACE
(I 'X' BRACE m CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
/4L E ENID CRO55 RAC (Ne 2 - eTOR�
BAKERS
CROSSING
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 9 /11 /0 3
SCALE: 1/41mi'-0'
SHEET
D 3 ® F `-if-
sip 1 6 2003
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 1/4')
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.C. MAX. MIN 1-1/4' EMBEDMENT
PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE 300
OR DRIVE PIN (MIN SHANK 8IZE.145
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
MIN EMBEDMENT 11/4")
MIN HEAD SIZE 300
OR DRIVE PIN ll'1SHANK 51ZE.14530
WITHIN 8' OF EACH END 4
MIN EMBEDMENT 1 1/4")
15" O.C. MAX. SPACING.
8' FROM EACH END AND IS"
PRECAST HEADER(MIN)
MINN HEAP SIZE 1 1/
MIN EMBEDMENT I I/4')
2 X 6: CEKI
O.C. MAX. MIN 1-1/4' EMBEDMENT
8' FROM EACH END AND 18"
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 5fZE.145
OR DRIVE PIN (MIN SHANK 5fZE.145
LESS THAN
2 X 8 (MIN 2 X 3) 2-3/Iro TAPCON
MIN HEAD SIZE .300
MIN HEAD SIZE 300
16" HIEGHT.
OR DRIVE PIN (MIN SHANK 51ZE.145
I/4' TEXTURED FINISH
MIN EMBEDMENT I 1/4')
Ar
MIN EMBEDMENT 11/4")
MIN HEAD SIZE 300
7/S' TEXTURED FINISH
WITHIN S' OF EACH END 4
8' FROM EACH END AND IS'
MIN EMBEDMENT 1 1/4")
7/16' OSB SHEATHING
I81, O.G. MAX. SPACING.
O.C. MAX. MIN 1-1/4' EMBEDMENT
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
71/16' O5B SHEATHING
2 X SOLID BLK'G 6 ARCH
SECURE TO BLOCK
---1/2' DRYWALL
MIN HEAD SIZE 300
1/4' TEMPERED MA50NITE
SECURE W/2-12d EACH END
W/2-3/1(o' TAPCON5 OR DRIVE 8' CMU---
1'X4' OR 1'X2' P.T. NAILER
MIN EMBEDMENT 1 1/4")
2X4 BLOCKS
GLUE 4 NAIL W/8d'5 8'-12' O.C.
ATTACHMENT PER MAN'lJFACTOR'S 510EC'5.
PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
DOOR CASING
8' FROM EACH END AND 18"
CMU WALL
MTL WDW FRAME
MIN EMBEDMENT 1 1/4')
O.G. MAX. MIN 1-1/4' EMBEDMENT
WITHIN 8' OF EACH END 4
NOTE:
NOTE. NO GAP lw WDW FRAME
18' O.C. MAX. SPACING. DOOR JAMB
SHIM AD
M
TO PLUMBJAMB
TO EXCEED 1/4'
ATTACH TO 2 X
DO NOT EXECED 1/4'.
1 I �� T
I �'j� I
A j L j � II AN
PER MANUFAGTOR'S DETAILS.
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A C�UUA� [DETAIL � UT,4UJA
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2 X 4 (MIN 2 X 3) 1-3/16 TAPGON
OR DRIVE PIN (MIN SHANK 5IZE.145
A PFZECAST HEADER(MIN)
MIN HEAD SIZE 300
DBL. TOP PLATE
MIN EMBEDMENT 1 1/4')
l/8' TEXTURED FINISH
S' FROM EACH END AND IS'
MORE THAN
SECURE 2 X RIP TO FIT
7/16' 05B SHEATHING
IX4 P.T. OR 5/4' X 4' MIN.
SECURE THUR FRAME AND
O.C. MAX. MIN 1-114' EMBEDMENT
16' HIEGHT.
W/2-12dS 6"-8' O.C. MAX.
EXTEND 1-1/4' INTO BLOCK
2 X ro (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16' O.G. MAX.(WHEN OVER lro' IN HIEGHT.)
W/3/16' TAPCONS OR DRIVE
OR DRIVE PIN (MIN SHANK 51ZE.145
2 X 4 (WHEN OVER 16" IN HIEGHT.)
PIN (MIN SHANK S ZE. 145
MIN HEADS E 3 00
MIN HEAD SIZE 300L
MIN EMBEDMENT I I/4'J
D
2 X SOLID BLK'G ARCH
MIN EMBEDMENT I I/4') g' CMU
--- I/2" DRYWALL
I'X4' OR I'X2' P.T. NAILER
SECURE W/2-12d EACH END
REFER TO MANUFACTURING
8' FROM EACH END AND
O.C. MAX. MIN 1-1/4' EMBEDMENT
-1/16' 05B 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 HIEGHT.)
MTL WDW FRAME
NOTE:
OR DRIVE PIN (MIN SHANK SIZE.145
2X4 BLOCKS
-NOTE: NO GAP g WDW FRAt'1E
DOOR JAMB
SHIM AS NEEDED
TO PLUMB JAMB
MIN HEAD SIZE 300
- CMU WALL
TO EXCEED 1/4'
DO NOT EXECED 1/4'.
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS'
O.C. MAX. MIN 1-1/4' EMBEDMENT
� C �4 UJ A �
TAIL C U T A UJ
DETAIL
JA�15 TO
E3LCC< 3/4 Cf;:� 5/4.
A CHWA"�
D TAL 1�,-?II AND uf=
NAILING SCHE1DULE ALL NOTES IN REFERENCE
ROOF DIAPHRAM
TO FLORIE:)A BUILCDING
USE 1/16' 03B. OR 1/2' PLY WITH 08 GUN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDCsE8 AND to CAN NAILS AT 6' Or -AT
C...r_ O L'� E 2001
INTERIEPIATE SUPPORTS. ALSO SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE 'e GUN NAILS s 4' O.G.
S ITCC PLAN NOTE S
EXTERIOR 8HEATHNG
USE 1/16' 0.6.5. OR 1/2' PLY WITH -8 GUN NAILS AT 6' OG. AT
PANEL SIDES AND -8 GUN NAILS 4' D.C. TOP 4 BOTTOM
PANEL AND ,8 GUN NAILS AT 6' OL. AT
1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 15' ABOVE
ALSO
INTERIEDIATE SUPPORTS. ALSO SEE DETAIL.
GROWN OF FRONT CiE ROAD OR AS NOTED ON PLANS.
NOTE: GUN NAILS SHALL BE AS AN
2) UNLE5S OTHEM15E NOTED, THIS BUILDING IS NOT INTENDED TO BE
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION ,
NAIL R�QUIR�MNts
A5V. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
OF FINISHFLOOR SLAB WITH SIGNED AND SEALED SURVEY__ n
SIZE
HEAD
I LENGHT
IDIA.
TENSIL STIR.3J
LOT DRAINAGE .SHALL COI FOV j I TO ALL LOCAL CODC0, 1�CC3VLA 11v1`Y7
AND RESTRICTIONS HAVING JURISDICTION.
8d
ROUNPMOPIFIEQ
1 -1/5,
113
110,000
OR T
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY.
10d
2 i/8'
128
110000
-
5) 1 AMCt.^AOIR1/ I0GI/1Avenm mmomIUr. FTC' SHALL C_0x-05!M TO LOCAL.
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, FZEGULATIORS AND RESTRICTIONS HAVING JURISDICTION$ AND
STAPLE,NAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER
GENERAL NOTES 6J SWIMMING POOL, DECK, SPA, AMP ASSOCIATED WORK IS TO BE
PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
I. DESIGN AND LOADING
A. ALLOWABLE UNIT STRESS AND DESIGG CRITERIA: P L U N8 B I N G NOTE S
I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE of CAST IRON, OR PVG (SCHEDULE 40)
4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL.
5. WIND EXPOSURE 'B'
6. INTERNAL PRESSURE CO -EFFICIENT +113 THRU -15 2) WATER LINES SHALL BE CPVC.
DBL. TOP PLATE
2. `.TOIL 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 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX
CONTINUOUS WALL FOOTINGS.
4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
DBL. TOP PLATE
3CONCRETE AND REINFORCING
.
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 315 AND WITH
5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE To GIVE
SPECIFICATIONS FOR STRUTURAL. CONCRETE BUILDING AGI 301. MAXIMUM FLOW OF (3) THREE GALLONS F'ER MINUTE EACH.
B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500
PSI IN 28 PAYS 6) HOSE BIBS TO BE PROVIDED WITH BKFL ACOW PR REVENTE
2X4 16' O.G. MAX.
C. REINFORCING BARB SHALL CONFORM to ASIM A615 Abib OR 617, GRADE 40
1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
4. DE51GN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
t-- X
2X4 16' O.G. MAX.
A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16
I I j
ROOF LIVE LOADS OF 20 P5F 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
5. LUMBER BE SELECTED BY OWNER FROM BUILDER'& OFFERINGS.
A. ALL STRUGTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRAPE BPF.
SECURE 2X4
9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
(ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MA50NARY BE PROVIDED BI POOL CONTRACTOR AND SHALL BE PERMITTED
TO WOOD W/2-12d ,v
SHALL PRESSURE EREATEDJ
B. A/C PLATFORMS TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.
PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES of 'AS -BUILT'
O.C. STAGGERED
SECURE 2X4
6. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
TO WOOD W/2-12d g
A. PRE-ENGINEERED WOOD TRl5SE5 SHALL BE DESIGNED IN ACCORDANCE WITH
6 -8 D.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. IV NO VENT STACKS BHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
BT. PLATE
1. GARAGE DOOR RIDGES.
SECURE 2X4 W/2-3/1(o' TAPCONS
A. ENGINEERED FOR 120 MPH WIND 93 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUT8 SHALL CONFORM TO FLORIDA
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION.
OR DRIVE PIN (MIN SHANK 51ZE.145
I
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
MIN HEAD SIZE .300
SECURE 2X4 W/2-3/16" TAPCONS 9"IW�
13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE
8. ASPHALT SHINGLES 2001.
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK SIZE.145
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001
WITHIN 5' of EACH END NOT TO
MIN HEAD SIZE 300 IN
B. SHINGLE STANDARD A5TM D-225, UNDERLAYMENT To BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
EXCEED a 15' O.C-MAX_ 2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4')
FO U N PATI O N NOTES 15) ALL WATER CL05ETS SHALL BE WATER SAVING 1b GALLON FLUSH TYPE
SECURE TO SHEATHING W/
WITHIN 8' OF EACH END NOT TO
1. FOUNDATION DESIGN BASED ON 2000 PSF. MIN. ALLOWABLE SEARING BLOCK NOTES
MIN. 2-12d PER BLK EA. END 1/2' PLYWOOD
EXCEED 18' O.C.MAX.
PRESSURE.
oR t/16' a.S$.
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
MASONARY IN ACCORDANCE WITH ASTM C90 AND CI46 AND SHALL
SECURE TO SHEATHING W/ 1/2' PLYWOOD
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVE A NET AREA coMMFRESSIVE StRENGHt of IeOm PSI.
MIN. 2-12d PER BLK EA. END OR I/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.
METAL ACCESSORIES
AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
A
4. ALL SLABS SHALL BE MIN. 3 C THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING: A36 FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
BARRIER OVER CLEAN WELL COMPACTED 7ERMITED TREATED SOIL. B. gsTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. A5TM A366 FOR SHEET METAL ANCHORS AND TIES.
SHALL BE r5 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
DIRECTLY to THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO
BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. REQUIREMENTS OF ASTM AJO.
6. 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 V 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 UNITE SHALL BE FULL HEAP AND BED JOINTS.
2. BED AND HEAP JOINTS SHALL BE 3/8' THICK.
ROOF LIVE LOAD: 20 P5F 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, 5 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.
30-5 REBAR 2-STORY. 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 BARB.
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 SE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
FINISH GRADE IN ACCORDANCE WITH ASTM A615, A616, A61"1, OR A'106.
10. FINISH SLAB TO BE 8' ABV. FINISH GRADE
BAKERS
CROSSING
LOT #80
PHASE
MO NO LIT]E-IIC
BLOCK
DETAILS
NOTES
DATE: 9/11/03
SCAT : 1/41011-01
SHEET
D 4OF A
Grp 16 2003