HomeMy WebLinkAbout327 Lusitano Way 03-2807 New SFHPERMIT ADDRESS
CC):`T i RACTOR
ADDRESS D R Horton
-6250 HaLeltine Nat'l Dr'#102
OrlandoJ1, 32822
(407)857-9101
CBC 055300
PHONE NUMBER
- - PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR � )C-�J"K
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
e
SUBDIVISION 6�
PERMIT " DATE 1
P ER, uT DESC`.RiPTION
PERMIT VALUATION
SQUARE FOOTAGE
■
DESIGN CRITERIA:
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 (F'BC) 2001
2. SOIL
A. NET ALLOWABLE SOIL BEARRNG 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 1OPSF DEAD
FLOORS @ NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 1OPSF DEAD ~-
DECKS-40PSF LIVE 1OPSF DEAD f
STAIRS-40PSF LIVE 1OPSF DEAD
ROOFS-20PSF LIVE 17PSF DEAD
C. BASIC WIND SPEED MPH (M/S)= 120
D. INTERNAL .PRESSURE CO-E]F_FICENT=+_. A8
E. BUILDING CATEGORY=B, -US;E 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/ DOLOR
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 T'O PERMIT PACKAGE BY BUILDER
INDEX:
PG
C 1
COVER PAGE
PG
1
FOUN:DATION/DOWEL PLAN
PG
1A
LINTEL SCHEDULE
PG
1B
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
4D
ELEVATION "D) FRONT/REAR
PG
5A
ELEVATION "A ''LEFT/RIGHT
PG
5C
ELEVATION "B" LEFT/RIGHT
PG
5
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
ELECTRICAL PLAN
b12'
www. drhorton. com
CBC055300
6250 Hazeltine National Drive Orlando, FL., 32822
— � --- Tali (407) 857-9701 Fax: (407) 857-9228
D.R. HORTON HOMES
6250 Hazeltine National Drive
Orlando, FL 32822
Tel: (407) 857-9101
Fax: (407) 857-9228
• STATE OF FLORIDA
PROFESSIONAL ENGINEER:
KENNETH ROBERT COYNE
PE NO. 53747
A.B. DESIGN GROUP, INC.
14412 CR.#427 NORTH
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078 Fax: (407) 774-4078
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT
JIM CANTWELL
AR 12079
A.B. DESIGN GROUP, INC.
1441, CR. #427 NORTH
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078 Fax: (407) 774-4078
OFFIr
rr I
--1
C �� , y
Fc
AKERS
ROSSING
LOT #138
PHASE #�
DATE: 6/30/03
SCAIM: 1/4101'-0'
SHEET
C 1 O P' 7
■
.11
0
2'-11" �, 4'-011
°
�;
,, �I
I
, ;
, 4
ao
p�1
3
l
c-
I
I�I
I
3 1/2 TNK.
CON C. SLAB
7CW/ OPT. DOOR
3'-4" 2'-1011
4 W
RECESS 3/4" 4
EXTEND SLAB
1-1/2W/OPT.DR.
ell-loll3-l0"
CENTER O
2X4 WALL
\SNWR/
TUB L/
o'-mELEV.
1=1N. CONC. SLAB
�/ ■
i
i
v
IIlI
'
�
. /
C
—
1
-
I
A
--
-�
J I1
I
`
Q
'-
°
m
' -
—
I
-
9
40'-0" '
3 JQOU1/2��#=0," Tw�Q�o0(pKN
— ��Out�kK.i
.4 I/20 CONC. SLAB
21'-011 -2" WQ0(k
1D5Q'1 4
-4
1'11--fI
-83"
3 1/2
30'-4"
CENTER OF
2X4 WALL zLu
zu9
�Z y fu
>
Lu
23'-�" 1--o"
>QCENTER OF
WC2X(o WALL0-------------- L-
"
IIIIII
I
J
■—
I
■
■■■e
J
N
-1 1
p U "-CHASE FOR
OPT. ISLANz
Lu
, �P'T. OPT. Li
4 PVCW.�TJ RANGE
F--1Z 12'-14'=11" -1 . f
OFT
REP.
�
COND. EXTEND }
LAB 1 1/2"3 I/2 Scn
(3 1
u
- z
D
I
2
-
0UvO
v
i
OPT.
2
0
'-
8
"
RECESS 3/4" 4
N SA
■
_
21 EXTE D
1-1/2 ° W/OPT ' - F I
DOOR. - I N
i
0 I o'-o" ELEV.
� �Q ■ ELEV. "C" 4"D" ON 1' c� L
24X24 GONG. PAP FIN, CONC. SLAB
zO SA W/ 305's E.W.
52 "X24"X12"
J W/ GONG.05 GONDT. ■
�DCON CHAIRS)
I I MIN. 3" COVER
`9 TYP.
B I EXTEND r 1/2 "X5" A.B. 1 B I■
cv SLAB 1 1/2"
SA 11 (TYf) DI D1
DI D1 _
-4 1/2° 4
■ -3 I/2' I ■ ■
1/2" TH 24"X24"X12"
3
3 1/2 SLAB CONC. PAD W/
3 S'S E.W.
I _41 MIN 3" COVER
40' - OII
FOUNDATION PLAN
ct
I
'-o"
, — — — — — — — — — — — — — — — — — — — —
---
IBAKERS I
CROSSING
LOT #138 I
PHASE #2
MODEL:
BLOCK
9' 4" BRG.
E
NDATION
OWEL
P LAN
DATE: 6 / 3 0 /0 3
SCALE: V41311-0'
SHEET
1 OF 7
�
f
i
PPPp
s .
�j.
,I
t�
f
}.i
4
P�
s,
Fs
�r
pp
Ff
,fl
;.4
�
k
t
s
A
r ,k
tw�
TJ,
e�tttttt
'I
t
MAt�RIALS
I. f'c recast Iintele =
preetreeeed
f
f
2. f'c lintel+
:.
3. f'c grout = 3000 pet
4. Concrete masonry unil
minimum net area comr
5. In
"
Rebar provided p
Field rebar per ASTM
A
(o. Prestressing strand p
210 low relaxation.
1. 1/32 wire per ASTM A
8. Mortar per ASTM C21
y
k"
{
IBAKERS I
CROSSING
LOT #138 PHASE #21J
MODEL:
"2879- L"
BLOCK
eJ 9 `_tt- � � B R G .
LINTEL
SCHEDULE
DATE:6/30/03
SCAT-E: 1/41=1'-0'
SHEET
1 A OF 7
!e
BAKERS
;ROSSING
LOT #13E
PHASE #
MODEL:
BLOCK
WINDLOAD
CALCULATIONS
DATE: 6/30/03
SCALE: I/4'=I'-O'
SHEET
I B OF 7
a vL
01 ?aa3
O KITCHEN
-n n
g KITCHEN
O HALF BATH
M I RRo�
INN
OWNERS�BATH
g ARCHWAY
i
II
wwaaaffiq
O OPT. OWNR.'S BATH
1ST. FLOOR
SQ.FT.
CALC.'S
LIVING (15T.)
1100
50.
FT.
LIVING (M).)
1104
50.
FT.
TOT. LIVING
2a 12
50.
FT.
GARAGE
401
S0.
FT.
ENTR"r
21
&0.
FT.
FATIO
54
60.
FT_
TOTAL
3340
50.
FT.
OFT, LANAI
120
50.
FT.
ELEVATION -A 1
W/ARCHED TOP
(2) 25-SH
ELEVATION-5-C
(2) 2(o-SH
E LE 5A� ON-D
l W/716"X0"X20"�
TRANS A5V_
EXTERIOR MASONRY
WALL BRG. HEIGHTS
1 1-/ II 2 1_ 4 II
1R-1SH
I
OPT. OWNR.'S BATH
FLOOR PLAN
.---------------------------------
I
� I
cal rrrr TEMP.
ELEVATION 99 c 99
--------------------------
FLR JST OR 2 X 12 J
2 X 4 RE - INFORC ING
EA. 2 X 12 STRINGER
SERCURE W/12ai &"-0" O.C.
(2) 3/4" PLYWOOD RIPS
—(IF NEEDED FOR
SOLID NAILING)
KICK PLATE
1 1/4" TREAD
GLUED 4 NAILED.
151R a 1.4"
14T a loll
(3) 2 X 12 SYP STRINGERS J
2 X 4 PLATE
STAIR DETAIL
BAKERS
'ROSSINC
LOT #13,
?RASE #
Iq
MODEL:
2879- L"
BLOCK
9' 4" BRG.
I S T. FLR
PLAN
mmmmo
(DATE: 6/30/03
SCALE: V41=1'-0'
:SHEET
2 OF 7
O HALL BATH
O �
I
I
n HALL BATH.
11
1�
O ARCHWAY
OPTIONAL
BDRM. #5
0'-0" GLG. I
(CARPET)
2'-1011
I � I
I II
I � I
I
(2) 3505075H (T MP.) /
10'-0" 10'-�
\------------- —
I
20'-011 3'-211
23'-211 J
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
)OPT. BDRM. # 5
tL
ca
°O -
LAY-
2'-10" 3'-("
>x I
�.' wc. e)
� N
I
I
I
&'-411 3'-2" 1
OPT. BDRM. & BATIK
23'-211
305 -SH 305 -SH
EGRESS EGRESS
BDRM.#3
BDRM. 2
m
(CARPET)
(GARPE T)
O
N
( I_4II
ICJ
Nv
"
5-0 5F. d
5-O 5F.
U
— -1
1R/18H
.q:r
i
--- 1 -----
4-SH °o °o
N
-
2-0 5F.
5-0 5F, r
I -AV. OPT.
�t
I
LAV.
10 1 - 0 11 3 1 _ / II
1 _ 4 11
�r
BDRM.#4
A' C
(CARPET)
W
2Xro
� W
�
22 x 30
6
I ATTIC
L4CGESSJ 4
m
_
5-0 E3
ARCH
�/
cp
I
,�.
�
I
4J
�
0
�
I
J �
O
1L
ACTIVITY
ROOM
6-0' cL�.
cv
I (CARPET)
4X4 POST F=XTENEr_)___,1pDN•
_
FROM 15T FLR TO
B
I SECURE 1/2 WALL
'
I
r-
42" 1/2 WALL
W/rv" WALLCAP
ELEV. A45:
4X4 POST TO 44"HIGH
ELEV. C4D:
4X4 POST TO 2X12 5M.
5T @ �'-S"
r
— — —
—
ELEV. "A" 1 I (2) 3050-SH (TEMP) — — — —L_L�
W/ARCHED TOP
ELEV. "54C"
(2) 3050-6H (TEMP.)
(2) 305m SN'(TTEMP.)
W/-1(o"Xa"X20" TRANS. ASV.
lot -oil (aV1_Q_11
SC/ a" —J - -
231-211 �l
3050-SH 3050-SH
/ I _01 1I _all /_ I _%J�1I
`mil 19'-a" 1C� SC/
]ELEVATION "C" WINDOW LOCATIONS
AND. FLOOR PLAN
FL JST OR 2 X 12 J
2 X 4 RE-INFORCING
a EA. 2 X 12 STRINGER
SERCURE W/126 0"-5" O.C.
(2) 3/4" PLYWOOD RIPS
—(IF NEEDED FOR
SOLfD NAILfNG)
3/4" KICK PLATE
11 1/4" TREAD
GLUED 4 NAILED.
15R a -1.4"
14T a 10"
(3) 2 X 12 SYP STRINGERS J
2 X 4 PLATE
STAIR DETAIL
BAKERS
CROSSING
LOT #13E
PHASE #F
MODEL:
"2879- L"
BLOCK
9' 4" BRG.
2 ND FLR
PLAN
DATE: 6/30/03
SC AT: 1/4' 01' -0'
SHEET
3 OF 7
BAKERS
�ROSSING
SOT #138 'HASE #21j
MODEL:
722879-L72
BLOCK
9 _I "BRG.
ELEVATION
>> A>>
DATE: 6/30/03
SCALE: 1/4'=I'-®'
SHEET
4 Aor 7
403
BAKERS
CROSSING
-jOT #13E
'HASE #4,
MODEL:
97 2879
- L"
BLOCK
ELEVATION
>> A"
DATE: 6/30/03
SCALE: I/412I'-0'
SHEET
5 AOF 7
ME/
s s
1L
5
A9
All
� A
A
A
A
w
A
A
A
A
rl
—
[C
A
A
A
_ A
_ A
_ A
Al
I(k
iQ
—
—
—
�Z
Al
w
CGA5
Truss PLAN
NOTE:
�K CONNECTORS TO BE SIMPSON U.N.O.
* TRUSS TO P LK META-16 W/12 -106X1 1/2
*TRUSS TO WOOD MT5-12 W/14-10dX1 1/2
LI
cv
in
E3G B2
gl
51
51
gl
— — — gI —
— — — E31
- g,
— — — gl
— — — gl
— — — gl
gl
— — gl
TRUSS TO 4X6 POST MSTA-30
2Nn F-LR P SG TQ 1ST -EL PQS�
\ MSTI-48 E32 gl
\POST TO SLAB
TL-lg
RUSS TO 4X6 POST (2) MSTA-30 51
2ND FLR P05T TO 15T FLR POST
PPCST TO SLAB Bl
MTT25-B
— — — gl
— — — 51
TRUSS TO POST MSTA-30 Bl
2ND FLR POST TO HEADER
�0 = _
B
u1 g
iY —SC�A�
DGAB
�- BLK COL TO r3' - 0"
2X4 WALL W/ GONT.
SHEATHING TO 12'-4"
5RG. SECURE WALL
TO 5LK. W/ 1/2" X S" A.g_
EA. END (4 TOTAL)
FIS
FLOOR FRAMING FLAN
NOTE:
• FLOOR JOIST TO gLK. SIMPSON
HETA-16 'a END 4 EVERY 32" O.C.
ON PARALLEL FLOOR JOIST.
2X4 COLLAR TIE
EVERT' OTHER RAFTER
2X RAFTER
2-12d EVERY TRUSS /
1X6 NAILER
-A
2X RIDGE } (L
O�
0�
0
3-12al RAFTER
TO NAILER
-1/16" IX8 NAILER --/—
OR 1/2" PLY. 2-12d EVERY TRUSS
CONV. FRAMING DETAIL/VALLEY
DBL. TOP PLATE
D I ro " O.C.
B.
INI5H
6
LL
KNEE WALL DETAILPENTRYY
(9 HIP DETAIL
BAKERS
CROSSING
LOT #138
?HASE #12-
MODEL:
" 2 8 7 ^ - L "
BLOCK
9' 4" BRG.
FRAMING
P LAN
DATE: 6/30/03
SCALE: 1/4141.01
SHEET
6 ABD of 7
03
w
rd
I
LIGHT 4 SWITCH
W/ OPT. DOOR
n �
ui
w
E
____ -M- ��'COACH COACH LIGHT 0 '
L IGHT
ELECTRICAL LEGEND
SYMBOL
DEr-INITION
NOTES
tSYM130L
DEPINITION
NOTES
n n
�JJ
110V OUTLET
4' LIGHt SCRIP
110V OUTLET
1/2 OF OUTLET
WIRED to
SWITCH
FLOURECENT
LIGHT
WRAP AROUND
_
2' FLOURECENT
dGF1
110V OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
4' FLOURECENT
220V OUTLET
®
PANEL
j� WP
GFI
' I
EXTERIOR
WATERPROOF
OUTLET
METER
O S.f�.
SMOKE
DETECTOR
GATT. BACK-UP
W/ HARDWIRE
INTER-
CONNECTED
SWITCH
PENDANT
LIGHTLIGHT
3
SWITCH
3-WAY OPER
SWITCH
4-WAY OPER
®
TELEPHONE
JACK
WALL
MOUNTED LIGH
A/C
�
AIR CONp.
DISCONNECT
FILING LIGHT
FH
WATER NEATER
D15GONNECT
TV.
TELEVISION
JACK
� 1
yP
VAPOR PROD
L IGHT
CEILING
1=AN/LIGHT
CEILING BOX
REQUIRED TO
I NAGGOR SUPPORTED
W/ E30X MARKED
AS SUCH FOR
INSPECTION
r
RECESSED
CAN
PENT. FAN
MIN. I CFM
PER SG2. FT.
FLOOD
LIGHT
VENT. FAN
W/LIGHT
MIN. I CFM
PER SQ. FT.
INTERCOM
SPEAKER
�
0 0 0
2' LIGHT STRIP
200 AMP
METER BASE 2 METER
MAfIN DISCONNECT COMBO
SQUARE D
200
AMP.
MAIN
DISC.
/0 ALU. CABLE
TYP.
200 AMP
INSIpE
PANEL
SF,Ouj ER BY I I ROD
I-0AL-5CO0SERVICE TO BE BER TO 5/81UONDED O FOG
ELECTRICAL RI
NOTE:
ELECTRICAL MATERIALS AND INSTALLATION:
COMPLY W/ APPLICABLE PROVISIONS OF TH
ELEC. CODE, LOCAL CODES, AND THE LOCA
d
ELECTRIC:1L PLAP
A/C
D18C.
12 COPPER TOn
LOG. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
I&H01" IEOWNER PRECONSTRUCTION MEETING
NOTE:
*ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARG FAULT.(NEG 210-12)
MOTE:
•20 AMP DEDICATED LAUNDRY CIRCUIT.
(: i) Q _PT
PLUMBING
r--- 1
LIGHT 8 SWITCH
W/ FPT. DOOR
_6 n
OWNR,'S BATH
ELECTRICAL PLAN
2 =�I \
RISER DI
TO
MAIN
3" VTR
ITCHEN
INK W/
rO VENT
BAKERS
CROSSING
LOT #138 PHASE #21
4#3
MODEL:
"2879- L"
BLOCK
9 4"
9 B R G
Ist FLOOR
ELECTRIC
DATE: 6/30/03
SCALE: W-1'-0'
SHEET
7 OF 7
ELECTRICAL LEGEND
SYMBOL
pEr-INITION
NOTES
SYMBOL
Er-INITION
NOTES
(I 11
110V OUTLET
4' LIGHT STRIP
5
IIrOV OUTLET
1/2 OF OUTLET
WIRED TO
SWITCH
FLOURECI=NT
LIGHT
WRAP AROUND
_
2' FLOURECENT
GFI
Ilov OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
— — — — �
4' FLOURECENT
220V OUTLET
®
PANEL
WP
CFI
EXTERIOR
WATERPROOF
OUTLET
METER
COs,p,
5MOKE
DETECTOR
BATT. SACK -UP
W/ INTERWIRE
-
CONNECTED
SWITCH
LIGHT
-
SWITCH SWITCH
3-WAY OPER
l4
SWITCH
4-WAY OPER
®
TELEPHONE
JACK
WALL
MOUNTED LIGH
AIR COND.
DISCONNECT
(Ml
CEILING LIGHT
u%H
WATER HEATER
DISCONNECT
TV
TELEvISION
JACK
1
yP
VAPOR PRO
LIGHT
a
CEILING
FAN/LIGHT
CEILING BOX
REQUIRED TO
IN ACCORD SUPPORTED
E
W/ BOX MARKED
AS SUCH FOR
`�i
RECESSED
CAN
VENT. FAN
MIN. I C.FM
PER SQ FT.INSPECTION
FLOOD
LIGHT
VENT. FAN
W/L IGHT
MIN. I CFM
PER SQ!. FT.
INTERCOM
SPEAKER
2' LIGHT STRIP
BAKERS
CROSSING
LOT #138 PHASE #21
MODEL:
>> 2879- L77
BLOCK
9' 4" BRG.
2nd FLOOR
ELECTRIC
DATE: 6/30/03
SCALE: 1141=1'-0'
SHEET
7 Aor 7
an
1/211 X 911 A.B. 3211 O.C.
611X6" #10 W.W.M. (o" EMBEDMENT MIN. 6" EMBEDMENT 1/2" X 9"
QWHEN UPLIFT FROM ROOF ANCHOR BOLTS AT 3'O.C.
2 ABV, CONC,
T?_
CONC. SLABiIl=
0 6 "X6" #10 W.W.M. 4 8"
2 05 S CONT. o
(2) CONT. 05 REBARS 1'_4"
> - GONG. SLAB
4"
0 3 05' S CONT. 4 1- 8 4 °°
T1-IICKEN �DC��
TY . WA SECT'
INT�R(O� ��ARjj�j� ll�,�LL 2-#5'S ON CHAIRS _ � GARAGE CURB STOP
P LL E TION INTERIOR BEARING WALL 2 -ST OR�I' �
BLK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS 2 A
DO NOT INSTALL CONN€CTOR5. NOTE: FOR FLOOR BEARING WALLS WOOF-) FRAME FOOTING
CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS.
IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE
IS UPLIFT ON WALL
3 1/211 HEAD OF GARAGE 3 1/2" e DEAD OF GARAGE -05 DOWEL BAR(ONE SIDE #5 DOWEL BARS #5 DOWEL BARS
(VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIE5 � DIM VARIES
9" ANCHOR BOLTS AT 3'O.C. 7 5/5" C B II 6 "X6" #10 W.W.M. 1 6 "X6" #10 W.W.M. CURB 6 "x(o" #10 W.W.M. (3) # 5 RODS EA. WAY ON 8" CMU
9 ANCHOR BOLTS W 3 O.G. MIN 6" EMBEDMENT VA
5/S CURB II II CHAIRS (MIN. 3" COVER)
ONLY IF UPLIFT ON WALL 6°X(o" #10 W.W.M.
MIN 6" EMBEDMENT EXTEND 1 1/2I \\ I
6 "X6 " #10 W.W.M. .-� -II - z� II 411ESS /2" m } `� > GRADE SLIDING DOOR TRACK
(3-5'S W/2-STORY)0 0 _ 11-4112-#5 S oN CHAIR#5 S ON CHAIRS I21-011TO FRONT(1/�'"-1/211)
-5'S W/2-STORY)(� �_ ,� � SINCzL2 #5'S ON CHAIRS I 8 3 "S1S ON CHAIRS STORY
I -8 1 1/2
TWO TUJo 5 1/2 "
INSIIDE FTC. AT GARAGE STEP-UP STORY STORY
INSIDE FTC. At GARAGE STEP-UP 2-16TORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR
1-STORY BEARING WALL DOOR RECESS �A 1
CONC. SLAB OVER CLEAN, REBAR SET IN 2000
COMPACT TERMITE TREATEDSol PSI EPDXY 25" MIN. ABV. TOP CORD BLOCKING AT 4'
L, (o MIL. VIS. VAPOR SLAB/I'o" MIN. EMBEDMENT O.C. MAX. IN FIRST 2 FRAMING
N Z N
II 6 X6 #10 W.W.M. SPACES AT EACH END.
611X6" #10 W.W.M.
GARAGE SLAB
m __ RAFTER OR TRUSS NAILING SCHEDULE ALL NOTES IN REFERENCE
p ROOF SHEATHINGTO FLORIUA BUIL.�ING
LAYOUT SHEATHING v ROOFDIAPHRAM
v I I
CURB WALL 8" CONC_ DRIVEWAY
GARAGE
BEYOUND
w
�
co 0 o
3 #5 5 CONT.
11'-8° I 3" MIN. COVER
I o o/
TYP. RETROFIT FOR ALL
OMITTED FOUNDATION DOWELS
IA
AND FK)WALL BRACING
FOR C-SABLE END FRAMING
_Q
Z
Q
USE UI6'OhaORIR'MYWITH 08CAN NAILS AT4'OGAT COE>E 2001
AT 6' O.C. A7
M RMEDIATE SUPPORTS_ ALSO BEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
UBE'BCaUNNAIL8s4'OG.
EXTERIORSHEATHRJG SITE PLAN NOTES
USE 1/16' O.S.B. OR 1/2' PLY WITH •B GUN NAILS AT 6' O.C. AT
V V PANEL SIDES AND 08 CAN NAILS 4' O.C. TOP " BOTTOM
PANEL AND •8 GUN NAILS AT 6' O:C. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE
GARAGE DOOR BUILDING LENGTH INTERMEDIATE 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
1 OPENING ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION
1 2 -STORY FOOTING ABV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
NAIL REQUIREMENTS OF FINISH FLOOR BLAB WITH SIGNED AND SEALED SURVEY.
�./
SITE
HEAP
LE,NGH7 - -
-_..
- DIA.
TEN61L STR
S) Lv1- DRRAINAGE GL C 6HALL C:UNI-RI'I fU ALL L.0c:AOPE8, REG ULAI ON5
AND RESTRICTIONS HAVING JURISDICTION.
4) ALL ON -BITE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER SYSTEMS TO AN OFF -BITE DRAINAGE FACILITY.
R I C/\oN - I /Y• A I
8d
ROUNp1"IOPIFfED
OR T
1 -1/8'
.113
1
1 1-10,000
lOd
2 �/8'
128
I10f000
8d GUN NAILS 4 11 O.V. NMI UJV NrII ti I TI�IVIy1 IVIv RESTRICTIONS
Inbi, ONS AV -
# NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RE6TRICTIONB HAVING JURI6DICTfONB AND
06 GUN NAILS STAPLENAIL 4 TOOL ASSOCIATION A6 SELECTED BY BUILDER
WORK 15 TO BE
POURED LENTIL II II II TOP BOTTOM EDGES (o" O.C. IN FIELD GENERAL NOTES 6) SWIMMING POOL, PERMITTED SEPARATELY SPA,
ENGINEEERED s OP DRAWINGS.
CONT. C T I
�/P) II II W I. DESIGN AND LOADING
' A. ALLOWABLE UNIT STRESS AND DESING CRITERIA:
I. BUILDING CODE REQUIRMENT6 FOR REINFORCED CONCRETE ACI 318
PLUMBING NOTES
2X WALL FRAMING C II II cn Q -A (� 2. FLORIDA BUILPING CODE 2001
TO BE II CI] LLI Cn W _I - 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES 6HALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
(3) I/2"X5" ANCHOR BOLTS II II OUTSIDE BAR =1 L-I. 4. WIND IMPORTANCE FACTOR (U AS APPROVED BY THE BUILDING OFFICIAL.
8" CMU FILLED or (3) 1/2"X5" J-50LT5 #5 REBAR II II Q Q z U SWIND NtERXPOSURE'B'
1-L 6..INTERNAL PRl=66URE CO-EFFIGIENt +18 THRU -18 2) WATER LINES SHALL BE CPYC.
CELL (TYP.) , p - MIN. ro " EMBEDMENrt (I Z f J� Z Z z O 2. SOIL 3) CONDENSATE LINES SHALL BE MIN.3/4' DIAMETER PVC
W/ 2 "X2 "XI/S WASHEIR AND = _ _ _ _ II II CONTINUOUS z (a z - _ ACONTIALLOWABLE
0 S WALL SOIL FOOTINGS.
LNG PRESSURE USED IN DESIGN 2000 Prof FOR (SCHEDULE 40), INSULATED WITH In' AMAFLEX
NUT SPACED EVENILY FROM tt U 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
U (3 A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
# 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
A
BLOCK WALL CONNECTION FLOOR TO BOND BBEAM. SET (� O I I /� I I SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. IN JOINTS PRIOR Ti0 FILLING. # = Ti'P. EXTERIOR SHEATHING BALL CONCRETE SHALL DEVOLOPNINIMUM COMPRESSIVE STRENGTH OF 2500
= PSI IN 28 DAYS 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER
(SLEEVED ANCHOR IN SOLID # ATTACHMENT FOR ROOF SHEATHING C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR roll, GRADE 40
25" MIN. LAP @ 4. DESIGN LOADS 1) ELECTRIC WATER HEATER 54ALL HAVE A STANDBY L085 NOT TO
POUR ACCEPTABLIE RETROFIT) -TER IrvEXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA
T,t'P, RBAR A IN ACCORDANCE WITH FLORIDA BUILDING GODS 2001 CHA
ELAP NOTE' ROOF LIVE LOADS OF 20 P6F B)
CORNERS UJHEN CLUED TO ROOF ME1„IBER BE SELECTED ENG ID BAY OWNER FROM BUI DIER'S OFFERINGS. SHALL
GROUTED z B ( 1I - Q II s E c)ci;E L+ 4 10"-12"
0" - 12 " IN FE I L D 5. LUMBER 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
BOND BEAM 2 -#5'5 REBAR 10 1 STORY ICJ CJ ! / `i SC/ A. ALL 6TRUCTUAL LUMBER SHALL BE 02 6YP. ALL STUDS SHALL BE STUD GRADE S". BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
(ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MA50NARY SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.
`TIE TO HORZ. BARS L1 3 - #5's REBAR 6 2 STORY SHALL BE PRESSURE TREATED) PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT'
C I I I I 6. ttd1S6E6 RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
a" MIN. EMBEDMENT N 0 T�I'1P. XT RIORI IVI��AT1-11N� ATTACI"iM NT A. PRE-ENGINEERED WOOD TRU96E8 6HALL BE DESIGNED IN ACCORDANCE WITH 10) ALL CLEANOUT6 FLUSH WITH GRADE.
FOR `JHEAiz /`N1�1 u >I (FT FLORIDA BUILDING CODE 2001
U p A D L l TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRALUIW35 FOR APPROVAL 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
(O.65. TO BE STRUCTURAL GRADE) PRIOR To FABRICATION. RIDGES.
HORZ. REINFORCING VERT. RE. INF. 1. GARAGE DOOR 12) BIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA
" NOOK IN GROUTED CONNIECTORS FROM PLATE TO STUD TO PLATE A. ENGINEERED FOR 120 MPH WIND e3 SEC, GUST. PLUMBING CODE CURRENT EDITION.
5. DETAIL TO BE 6UPPLIEP BY GARAGE DOOR SUPPLIER
CELL Ai�'E NOT REQUIRED EXCEPT AT OPENINGS C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE
a. ASPHALT SHINGLES 2001.
#ad GUN NAILS e A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001
B. SHINGLE STANDARD ASTM D-225, UNDERLAI'MENt TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
12 " O.C. I N FIELD
cn FO U N COATI (DN NOTES BLOCK NOTES
15) ALL WATER CLOSETS SHALL BE WATER SAVING lb GALLON FLUSH TYPE
N CLEANOLIT REQ'D l'� I. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARING
• '' ''. '' FOR GROUT LIFT f1 PRESSURE. 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR BOLID UNIT
-+•-� ' •4-' =��-' - •-s �JJ F' - L� 2. ALL CONCRETE WORK SHALL BE
> -I- UNL�SS IN ACCORDANCE WITH ACI 301 AND MASONARY IN ACCORDANCE WITH ASTM CSO AND CI45 AND SHALL
� - POURED LENTIL 'Q SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVE A NET AREA COMMPRESSIVE STRENGTT OF 1900 1061.
HORZ. RE INFORGING Z p/_ FOOTING DWL IS O' , CONT. (TYi=) z U TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. FOUR. 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH A6TM C210.
(O" NOOK } NOT REQ1D. y'd METAL ACCESSORIES
z 6 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
- AGGREGATE FOLLOWING:
HORIZONTAL/VERTICAL REINFORCING 'Yl 0 PRE -CAST HDR. `e SIDES: `Q 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR B. ASTTMTM A36 FOR PLATE62 FOP, JOINT HEAREINFORCEMENT ENTT BAND AREANCNOORS.S.
U 2X6 GARAGE DOOR BUCK W/ BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. c. ASTM A36ro FoR SHEET MEAL ANCHORS AND LIES.
(3) 1/2 "X5" ANCHOR BOLTS # @ }-� 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
or (3) 1/2 "X5" J -BOLTS T*I'P. FLOOR 1DECKINC-; SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. DIRECTLY TO THE WEATHER OR SUBJECT IZ SALT CORROSION SHALL
ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO REQUIREMENTS OF ASTAINLESS STEEL TM
GALVANIZED MEETING THE
b" EMBEDMENT MIN. ATTACHMENT TO FLOOR JOIST HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. MASONRY WORK GENERAL:
5" CMU FILLED " ' W/ 2 "X2 "X1/S WASHER AND 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD I. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
CELL CTYP.) NUT SPACED EVENLY FROM EA. SHEET TO BE GLUED AT ALL FRAMEqOGHSTARTING AT OPENINGS EAND S HALLLEB5E 1/2'X6' W/ 2'x2'xl/5" FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY
MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
FLOOR TO GARAGE DOOR HDR. �XPOSI=D JOIST 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK
'1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
IN JOINTS PRIOR TO FILLING. ROOF LIVE LOAD: 20 PSF WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL
WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
1-2X(o PT BLOCK CENTER OF PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C.
8. FOOTING REINFORCING SHALL "5 R BE 2-EBARS 1-STORY, REINFORCING STEEL, GENERAL_
DOOR HEADER W/(1) 3w-5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND 1. REINFORCING STEEL SHALL BE No. 5 BARS.
(1) 1/2 "XS" ANCHOR BOLTS CORNERS. USE CORNER BARS OR BEND REBAR. LAP A 2. WHEN 2 BARS ARE IN THE GAME CELL THEY MAY R NPLEP.
MINIMUM OF 253. SPLICE LENGTHS SHALL BE A MINIMUM of 25°.
or (1) 1/2„ X5„ . J-BOLTS 4. REINFORCING STEEL SHALL BE MINIMUM GRAPE 40 IDENTIFIED
„ S. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH ASTM A615, A616, A611, OR A f,
(o EMBEDMENT FINISH GRADE
W/ 2 X2 X1/5 WASHER AND NUT 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE
BAKERS
CROSSING
LOT #138 I
PHASE #2
IMONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 6/30/03
SCALE: 1/4'■1'-0'
SHEET
D 1 OF 4
01
'?®03
as
2X4 SUB -BAND Q HURRICANE STRAPS 2X4 SUB -BAND m
CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING
FEILD STREAM LD EACHASE GROVES,WAVERLEE WOODS
EI TR AM FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS
LAKE KEHOE,CYPRESS HEAD / 2Xro SUB -BAND a 2Xro SUB -BAND a METAL LATH
ALOMA WOODS LAKE KEHOE,CYPRESS HEAD -a--ROOF TRUSSES LAKE KEHOE,CYPRESS HEAD gSPHALOT �HINCL�ES
WRAPPED/ALUM FINISHED FASCIA / ALOMA WOODS ALOMA WOODS
WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/1ro" OSB OR 7/8" TEXTURED
ASPHALT SHINGLES. - METAL DRIP EDGE *- TRI
�1/lro" OSB SHEATHING I/2" PLY# OOp FINISH
OVER 15 FELT R-19 INSULATION _ R 19 INSULATION OR 1/2 PLY. W/ 15 FELT
-1/lro OSB. SHEATHING � FIBERGLASS SHINGLES -
OR 1A FLY.ON #15 FELT OVER I 3/4" T d G PLYWOOD 2X4(CONT.)
HURRICANE STRAPS 7/lro OSB. SHEATHING SEE TRUSS TO BE GLUED
(SEE TRUSS PLAN METAL DRIP EDGE OR PROPER G. '� - 24" O.C.
4 NAILED
1/2 CLG. BOARD 4 TEXT.
FOR CONNECTOR) 2X4 DOUBLE PLATE (TYP.) 2X4 SP1= STIFFBACK AT BRACING HETA-lro
METAL DRIP EDGE O 115 CONT. LL UPRIGHTS OVER 4'-l�D' EMBEDDED
ALUM. FINISHED VENTED SOFFIT SILL ENG. GABLE TRUSS LINTEL STRAP
IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR
ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. 1/0" TEXTURED FINISH
8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER
SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) 1/Iro" O.S.B. SHEATHING R-19 INSULATION CMU'S TEXTURED
PRE -CAST LINTEL 1/0"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD OR 1/2' PLY. �- FINISH
FELT BARRIER OVER GLUED 4 NAILED
ALUM. WINDOW 1/1ro" OSB SHEATHING OR 1/2 PLY_ -- \
SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST REAK MIN. V-4"INE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE `�- 1/2" CLG. BOARD 4 TEXT. TWO STOP
FROSEE FRAME PLANS TO DBL TOP PLATE W/
PRE -CAST SILL - 1/2' DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR J015T TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.)
2X4 NAILER (CONT.) OR MSTA-24 24" O.G. MAX TRUSS L
8" CMU R-.4.2 INSULATION O 11i#5 CONT. FOR HDR SIZEAN
HETA-iro 1X2 FURRING STRIPS BAND DETAIL
1X2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW
SEE FLR./ELEV FOR DES. SILL
TEXTURED FINISH I/4" WOOD BASE 5" LINTEL BLOCK FILLEDA° 1/2" DRYWALL -i/1ro' OSB SHEATHING WOOED BASE (TYP.)
O PRE -CAST LINTEL OR 1/F2E T 15AR I R PRE-FAB TRUSS
~ QLl \ ALUM. WINDOW FLOOR JOIST/
z-ro"X�o' #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2 CLG. BOARD TEXT.
OR FIBER MESH SEE FRAME PLANS SP-4 32" O.G. STUD) 2X4 DBL. TOP PLATE
0 REINFORCEMENT — FOR JOIST TYPE
PRE -CAST SILL CONC. SLAB OVER CLEAN, HETA-fro ,a 32 O. C. MAX 1/2 CLG. BOARD 4 TEXT ..
COMPACT,TERMITE TREATED O (1)05 CONT. 1/2" DRYWALL
z w z w SOIL OVER ro MIL VIS. VAPOR 1X2 FURRING STRIPS 2X4 WOOD STUDS
} } 1'-4" 2 #5 GONT. 8 -MU BARRIER,W/roXro #10 WWM a° LINTEL(FILLED)
IL ED 2X4 CONT. STRESS e1(o" O.C.
OOU BLOCKING MfD-WALL
TEXTURED FINISH 1/4" — ° ° 1/2" DRYWALL
WOOD BASE (TYPJ PRE -CAST LINTEL 2X4 PT. PLATE
O L c� SF-4 32" O.C. e STUD 1/2 "X-3" A.B. 32 " O.G.
co Z Q SEE FLR./ELEV FOR DES. LUM. WINDOW (WHEN UPLIFT) roll EMBEDMENT
T�'P. WALL SECT I1ON
BL< I - STOR**' O _ WOOD BASE (TYP.) CONC. SLAB
z -
ro'Xro" #10 W.W.M. PRE -CAST SILL CONC. SLAB 4114" O
3 #5's CONT OR FIBER MESH 2 #5 s CONT. _
w z } REINFORCEMENT 1'-4" m
It -all allCMU ro MIL V15 STORE
o oVAPOR BARRIER INTE-RIOR BEARING WALL
TEXTURED FINISH 1/4"
ASPHALT SHINGLES OVER TYP2. WALL S CTION O w c� N0Do NO INSTALL CONNECTORS. ONLY
#15 FELT ON -1/lro"O.S.B_ 2 "X4" 15LOCKING - Z 4f�
SHEATHING OR 1/2" PLY FIRST 'TWO BAYS 2 STORY
4'-0" O.C. MAX = ro Wo #10 W.W.M. 2X4 DBL TOP PLATE
METAL DRIP EDGE O OR FIBER MESH
2X4 SUB - BAND RE INFORCEI"IENT
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ CONNECTORS
FEILD STREAM FOR PROPER ZU1
2Xro 5U15-15ANp 6 (SEE TRUSS PLAN) } Y >ju
LAKE KENOE,CYPRE55 HEAD BRACING , O O C3) #5's CONT.
ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE 1/2" DRY WALL
WRAPPED/ALUM FINISHEED FASCIA 24' O.C. CRIPPLE STUDS FIRST FLOOR BLOCK
ENG. GABLE TRUSS R-19 INSULATION
SECOND FLOOD FRAI„fE
2X4 SPF STIFFBACK AT 2X4 lro" O.G. MAX
ALL UPRIGHTS OVER 4'-Io"
(SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS)
-I/S" TEXTURED FINISH —�--
OVER 15# FELT OVER �� I/2'" CLG. BOARD TEXT. PRE -FAB TRUSS 2X4 PT.
" SHEATHING �� �� 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH � BT• PLATE
-I/1ro 0.5.5. HE 2X4 NAILER CONT, ON GALV'D. METALL I/2" X 9" A.B W/
OR 1/2" PLY. (2) LAYERS -I/fro SF-4 32" O.C. STUD 2X4 DBL. TOP PLATE LATH OVER TYVEK �., '•,'•;.� MIN. roll EMBEDMENT
O.S.B.SECURE EA, LAYER
2x4 P.T. PLATE W/ ° W/2 8d,s 8"-12" O.C. HDR. STUDS)/JACK(S) 1/2" DRYWALL OF 015 FELT :' : 2" DOA. WASHER
"'•` �' 32" O.G. MAX
1/2"X9" ANCHOR BOLTS MAX.. 2X4 WOOD STUDS *5 REBAR CONT.
MIN. (o" EMBEDMENT 1/2" X 9" A.B OR J-BOLT LSTA 12 IFULL LENGTH STUD(S)/ 2X4 CONT_ STRESS
STUD TO HDR.
W/2 DIA. AT 32 O. C. � 32 O_G.M,d,X KING STUD(S) SP-4 BLOCKING MID -WALL
SECURE TRUSS TO 2X(o W/
70P 4 BOTTOM) 3/4" T 4G SUBFLOORIN
126 1@ roll -all GONG. FILLED LINTEL+
PLYWOOD TO TRUSS NAILING
BLK. REINF:. WITH C11#5 ROD I GLUED 4 NAILED
4" 0. G. @ EDGE f .'..,.
to" O. C. ,@ IN FEILD
FLR. JST. SIZE SEE FRAI"fE PLAN
8" CMU
I><2 P.T. FURRING STRIPS SHEATHING OVER 2X4'
TEXTURE FINISH , f "
NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. BOARD � TEXT.
R:-4.2 INSULATION
1st FLR. STUD 2X4 DBL. TOP PLATE 1.000D FRAME TO BL<
1/12' DRYWALL — — —I-r - — — — — — — —I MSTA-3(o 32" O.G. 1/2" DR'1'WALL
2X4 WOOD STUDS
N I I I I I I 2X4 GONT. STRRESS �1�" O.C.
WOOD BASE I I I I I I BLOCKING MID -WALL
II II
I I I I I I NAIL PER SCHEDULE/ 2X4 PT. PLATE
X I II I I BOLT PER FND. PLAN SP-4 32 O.C. s STUD 1/2"X9" A.B. 32" O.G.
O ®� I I I I I
MIN. roll EMBEDMENT)7777
�
z
ro,"X(O" #lID W.W.M. CONC. SLAB 4° 4" O 2X4 COLLAR TIE �2X8 RIDGE }
0 0 O)R FIBER MESH 3 #�'S CONT.
T'1'P EXTERIOR OPENING IN FRAI'"IE - EVERY OTHER RAFTER LL
R:E INFORGEMENT -
Z (L/ Z 1 -� m 2Xro RAFTE
00
} }LLI
N ° ° } 2 #5 GONT. 2 STOR,I'
U
c�
T�-F. WALL SECTION
INTEfRIOR BEARING WALL 2-12 Xro NAILER EVERY us8
3-12d RAFTE
3-126 TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
-1/1ro" O.S.B. 1X& NAILER
OR 1/2" PLY. 2-126 EVERY TRUSS
1�
BLK.-STOR�1' (GABL ;� i fl�li�l�fi I WALL ANID �4AIDfR CoNv, F:FA1"-IING� [)ETAIL/VAL
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0" TO
V-m'
4'-II 1/2'
Z'-11 1/2'
,AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUM5ER OF FULL LENGHT STUDS
2
AT EACH END OF HEADER
1
3
BAKERS
CROSSING
LOT #13�
PHASE #
MONOLITHIC
]BLOCK
DETAILS &
NOTES
mmommoo
DATE: 6/30/03
SCALE: V4'si'-®'
®07
SHEET
D 2 ��' F
1;. .
4 i
t
�t
(h�
kt
f r�
a
f,.
}
F
"
t
# IOOO UfL 11=T
S IMPSOM MTS-12
111/1 106 TO TRUSS
AND (2 )1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
# 2000 UFL IFT
(2)5IMPSOM MT5-12
ONE EA. 5IDE OF TRL
OPPOSITE SIDE OF E
W/-1 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
'BUSS
3 BOND BEAM
TFR
'US& ANC�40R lDETAL=fRETfRCF1T
DBL 2X12
FLOOR JOIST -
S" MIN.
LESS THAN 10'
REQUIRES
I' NOSING
3/4' PLYWOOD
WITH 4 160
COMMONS NAILED
zZul
THRU 3/4' PLYWOOD
Irv'-
INTO EACH STRINGER
NOTE:
d iE
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 R15ER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRASPABILITY
WINDERS- MIN. 6' WIDE m NARROW END
MIN. 11' WIDTH ,m 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
i
IX2 PT.TOP OF BOX
DBL. TOP PLATE
2X4 STUD
s a.
Wn//a'OTREXTUR2ED
FINISHED OVER
1
GALVINIZED METAL—
t ,1
PAFIER BACK LATH
3/4" PLYWOOD
2X122 TREAD
CUT' TO FIT
,— IXiB RISER
LESS ]THAN 4" TYP. II II II
BETWEEN) SPINDLES
5114 OR H-5 TOP PLATE To STUDS
2'-0' ABV. 10'-0' LEVEL TO ROOF
OR 2'-0' ABV. HIcsHEST RIDGE WITHIN 2'-0'
10'-0"
FRAMED CRICKET
HANG
1/2" D
IF-q
1' NOSING TYP.
r-
FINISH 10 LANDING
STAID SECTION [DETAILS
PRE. ENG. TRUE
IX2 PTTOP OF
DBL. TOP PLA'
l/16' OR 15/32'
W/"I/B' TEXTURE
FINISHED OVER
GALVINIZED ME
PAPER BACK I.
CAII1INE�' DETAILS
CRICKET
SIMPSON H-5 (MIN.)
e 2X4 TO TRUSS
P,
' SECTION
"
1
_,l'
�s
{
fl
2'-5-1/2"
FLAN VEW
2X4 STUDS FROM TRUSS
STUDS TO DBL. PLATES ABV.
12" z
36" MIN. FINISH
STAID UJIND F-, [DETAIL
ASPHALT SHINGLES OVER
* 15 FELT ON 1/16' O.S.B. —
(2) 2X4 *2 ND SYP DIAGONAIL BRACE /
W/ 3-12d m EA TRUSS l DIAGONAIL BRAGS
TO COVER 5-TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT
d NAII NSGEA
)1 1SHEATHING
END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
7/14o' OSB SHEATHING
USE Sd NAILS AT
4'o.c. EDGE 4 6" o.c. FIELD
2X6 PT. PLATE BOLT W/ 1/2'X9 A.B.
COMMOI 1
(W/' 2' DIA. WASHERS) 9 32' O.G. MAX. 1/2' CLG. BOARD
tRUSS 2 ' O.C.
NAIL CONT. RAT RUN TO
INSULATION
TRUSS W/ (2) 12d w EA. TRUSS
R-19 MIN.
1-05 REBAR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRACE.
0'-0" TO 30'-0" (1) 'X' BRACE
30'-1" TO 60'-0" (3) 'X' 5RACE
N 'X' BRACE e CENTER)
(2 'X' 5RACE DIVIDED EaUALY FROM CENTER TO END)
G�AE3LE ENED CROSSCIN 1=PTO
2X4 SECURE TO 2X4 BLK W/2-12d
SEC LLRE T BLK W/ META -lb
F — — 2X4X4' SECURE To TRUSS W/ 3-12d
1 I W-a' O.C. MAX TYP.
e `-lE
JL—
2x4 BLK SECURE THRU TRUSS W/3-12de
"PER ENG'D TRUSS 24' O.C. MAX
1'-0"
2'_0" EXTENSION OFT_-5ERVICE 12F,
METAL LATH
�/16" OSB OR TEXTURED -I/16" OSB OR
1/2" PLYWOOD FINISH 1/2" PLYWOOD
W/ 15*1 FELT W/ 151* FELT
SIMPSON
HETA-16
2X6 (GoNT.) 2X6 (CONT.)
2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.)
EXPANSION 2" MIN.
JOINT OVERLAP CAULK
SIMI
CMU'S HETA-16 CMU'S
TEXTURED TEXTURED
FINISH F—L�L INISH
TWO STORY TWO STORY
(2) 2X4 *2 ND SYP DIAGONAIL 5R4CE—
W/ 3-12d ,v EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
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 5IMP50N HTC-4 ® 32' O.C. MAX.
SHEATHING NAILING TO BE
6"-8' Or— IN FIELD
4' O.C.eALL EDGES W/5d NAILS
FIRST FLOOR BLOCK
SECOND FLOOR FRAMING
" 15 FELT ON l/16' O.S.B.
SH
�COMMOM
1/2' CLG, BOARD TRUSS 24' O.C.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d im EA. TRU55 R-19 MIN.
NT
TO DIAAGONNAL BRACE.
DBL TOP PLATE
-2X4 STUD 16' O.G. MAX.
2X4 BTM. PLATE
sUs-FLoo1z
NAILED
HETA-16' FOR JST TO BLK AES\\—FLR TRUSS
1-*5 REBAR CONT.
0'-0" TO 30'-0" (I) 'X' BRACE
30'-1" TO 60'-0" (3) 'X' 5RACE
(1 'X' BRACE -w CENTER)
(2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END)
GA L E ENID CROSS C E N 2- STO
BAKERS
CROSSING
LOT #138
'HASE #�
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 6/30/03
SCALE: V�'■1'-®'
SHEET
3 OF
� t
f
,f
a
t
�f
�l
3.
y.
Fi
3
F '
e
2 X 4 (MIN 2 X 3) 1-3/lro TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300
2 X 4.
MIN EMBEDMENT 1 1/41)
SECURE TO BLOCK
8' FROM EACH END AND 18'
W/3/16" tAPCONS OR DRIVE
O.C. MAX. MIN 1-1/4' EMBEDMENT
t
PIN (MIN SHANK SIZE.145
2 X 4 (MIN 2 X 3) 1-3/lro TAPCON
MIN HEAD SIZE 300
OR DRIVE PIN (MIN SHANK 6IZE.145
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
MIN EMBEDMENT 1 1/4')
MIN HEAD SIZE 300
OR DRIVE PIN (MIN SHANK SIZE.145
WITHIN 8' OF EACH END 4
MIN EMBEDMENT 1 1/4')
MIN HEAD SIZE .300
15' O.C. MAX. SPACING.
8' FROM EACH END AND IS'
PRECAST HEAPER(MIN)
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS'
2 X 6: CEM
SECURE TO 51-OCK
O.C. MAX. MIN 1-1/4' EMBEDMENT
O.C. MAX. MIN 1-1/4' EMBEDMENT
W/2-3/Iro' TAPCONS OR DRIVE
2 X ro (MIN 2 X 3) 2-3/16 TAPCON
EXISTING BLK ABY.
PIN (MIN SHANK SIZE.145
OR DRIVE PIN (MIN SHANK SIZE.145
LESS THAN
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
I/4' TEXTURED FINISH
MIN HEAD SIZE 300
MIN HEAD SIZE 300
16' HIEGHT.
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE
t
7/8' TEXTURED FINISH
MIN EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END 4
MIN EMBEDMENT 1 1/4')
8' FROM EACH FEND AND 18'
.300
MIN EMBEDMENT 1 1/4')
7/16' OSB SHEATHING
IS" O.C. MAX. SPACING.
O.C. MAX. MIN 1-1/4" EMBEDMENT
8' FROM EACH END AND 18'
2 X 4 16" O.G. MAX.(WHEN OVER lro' IN HIEGHT.)
O.C. MAX. MIN 1-1/4" EMBEDMENT
2 X 4 (WHEN OVER 16" IN HIEGHT.)2
X 8:
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
2 X SOLID BLK'G o ARCH
SECURE TO BLOCK
--1/2' DRYWALL
OR DRIVE PIN (MIN SHANK 5IZE.145
I/16' OSB SHEATHING
1/4' TEMPERED MA60NITE
SECURE W/2-12d EACH END
W/2-3/l(o' TAPGONS OR DRIVE 8' GMU
1"X4" OR 1"X2' P.T. NAILER
MIN HEAP SIZE 300
GLUE 4 NAIL W/Sd'S 8'-12' O.G.
ATTACHMENT PER MANUFACTOR'S SPECS.
PIN (MIN SHANK SIZE.145
MIN EMBEDMENT 1 1/4')
2X4 BLOCKS
MTL WDW FRAME
MIN HEAD SIZE 300
DOOR CASING
8' FROM EACH END AND IS'
MIN EMBEDMENT 1 1/4')
O.G. MAX. MIN 1-1/4' EMBEDMENT
d
CMU WALL
' NOTE:
NO GAP o WDW FRAME
WITHIN 8' OF EACH END 4
18' O.G. MAX. SPACING. 17
SHIM AS NEEDED
TO EXCEED 1/4'
DOOR JAMB
TO PLUMB JAMB
ATTACH TO 2 X
DO NOT EXEEED 1/4".
j�
A�C� IUJA� ID TAjL
j` 11 AND
I ISU I`�l I�l
UNDER.
4�C�UJA� D T,41L C JTALU��
PERMANUFAGTOR'Sp5LS.
�
��� J��� TO
� OC< 1=1/211 �
2 X 4 (MIN 2 X 3) 1-3/Iro TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
PRECAST HEADER(MIN)
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
DBL. TOP PLATE
8' FROM EACH END AND 18"
�/8' TEXTURED FINISH
O.C_ MAX. MIN 1-1/4" EMBEDMENT
MORE THAN
16" HIEGHT.
SECURE 2 X RIP TO FIT
7/16' OSB SHEATHING
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
W/2-12dS 6'-8" O.C. MAX.
IX4 P.T. OR 5/4' X 4' MIN.
OR DRIVE PIN (MIN SHANK SIZE.145
2 X 4 Ir6' O.C. MAX.(WHEN OVER 1(6' IN HIEGHT.)
SECURE THUR FRAME AND
EXTEND 1-1/4' INTO BLOCK
MIN HEAD SIZE 300
2 X 4 (WHEN OVER lro' IN HIEGHT.)
W/3/16' TAPCONS OR DRIVE
MIN EMBEDMENT 1 1/4')
2 X SOLID BLK'G a ARCH
PIN (MIN SHANK SIZE.145
8' FROM EACH END AND IS'
SECURE W/2-12d EACH END
MIN HEAP SIRE 300
-•-1/2" DRYWALL
O.C. MAX. MIN 1-1/4' EMBEDMENT
1116' OSB SHEATHING
MIN EMBEDMENT 1 1/4") 8" CMU -
I'X4' OR I'X2' P.T. NAILER
2 X 8 (MIN 2 X 3) 2-3/Iro TAPCON
2 X 4 16 O.G. MAX.(WHEN OVER
16' IN HIEGHT.)
ATTACHMENT PER MANUFACTOR S SPEC 8.
REFER TO MANUFACTURING
OR DRIVE PIN (MIN SHANK 5IZE.145
MTL WDW FRAME
DETAILS FOR SPACINGS.
DOOR CASING
MIN HEAD SIZE 300
2X4 BLOCKS
#NOTE: NO GAP m WDW FRAME
NOTE:
MIN EMBEDMENT 1 1/4')
- CMU WALL
TO EXCEED 1/4"
SHIM AS NEEDED
8' FROM EACH END AND 18"
DOOR JAMB
TO PLUMB JAMB
O.C. MAX. MIN 1-1/4" EMBEDMENT
A C H UJ/4"�
D T ?4 I L C U T ?4 UJ,4�
DO NOT EXECED 1/4'.
AFRC,PUU?4��C
DETAIL I& II AND Uf=
DOCK JA�15 TC
5LOC< 3/4 CfP, 5/4.
DBL. TOP PLATE
� DBL. TOP PLATE
DBL. TOP PLATE
DBL. TOP PLATE
2X44 lro" O.C. MAX.
2X4 16' O.C. MAX.
SECURE 2X4
e
TO WOOD W/2-12d
—ILL
6'-S' O.C. STAGGERED
SECURE 2X4
TO WOOD W/2-126 g
6 '-8" O.C. STAGGERED
BT. PLATE
BT. PLATE
SECUiRE 2X4 W/2-3/16' TAPCONS
OR DIRIvE PIN (MIN SHANK SIZE.145
I I I
AF,CNWA T'
MIN HEAD SIZE 300
SECURE 2X4 W/2-3/16" TAPCONS
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK SIZE.145
WITHIN 8' OF EACH END NOT TO
MIN HEAD SIZE 300
EXCEEID 18' O.CMAX. 2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4')
SECURE TO SHEATHING W/
WITHIN 8" OF EACH END NOT TO
MIN. 2-12d PER BLK EA. END 1/2' PLYWOOD
EXCEED IS' O.C.MAX.
OR 1/16' O.S.B.
2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
1/2' PLYWOOD
MIN. 2-12d PER BLK EA. END OR 1/16' O.S.B.
EXTEfRIC
AfRC�UJA� UJAU INN CCU
XT fRICfR AfRCH A""
r
�
�1'1111
BAKERS
CROSSING
LOT #138 I
PHASE #2J
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 6/30/03
SC AT: I/4' ■ I'-0'
SHEET
4 OF 4
-llu j