HomeMy WebLinkAbout225 Clydesdale Cir 04-359 New SFHPERMIT ADDRESS )(95 t.\
CONTRACTOR
ADDRESS D R Horton
6250 Hazeltine Nat'l Dr #102
Orlando, FL 32822
(407)857-9101
PHONE NUMBER CBC 055300
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR _
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
v
SUBDIVISION
PERMIT # 0435CA_ DATE I ' 1 "®3
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE
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r- DESIGN CRIT]ERIA: I
• FLORIDA BUIILDING CODE (FBC) ;2001
• OCCUPANCY - RESIDENTIAL - GROUP R
• CONSTRUCTIO)N TYPE - VI
• 1-STORY RESIDENCE: BLDG HGT 1 9' -0"
SPECIFIC PARAMETERS FROIM 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 P_SF
WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR
120 MPH 3 SEC GUST RE(GION, INTERIOR PARTITIONS PSF
PERPENDICULAR TO WALL FACE --
(DETERMINATION OF WIND FORCES ,, AS PER .,;FBC, SECTION 1606.1)
B. STRUCTUAL LOADS
FLOORS ® SLEEPING AREAS 30P..SF LIVFT 1OPSF DEAD
FLOORS @ NON - `'SLEEPING AREA-40PSF ; LIVE 1 OP_SF DEAD
BALCONIES-40PSF LIVE 10)PSF DEAD -
DECKS-40PSF LIVE 10PSF DEAD _-
STAIRS-40PSF LIVE 10PSFDEAD
ROOFS-20PSF LIVE 17PSF DEAD
C. BASIC WIND SPEED MP_H (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 URUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
FBC 2001' EDITION.
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR
APPROVAL PRIOR TO FABIRICATION.
7. GARAGE DOOR/ WINDOWS/ DOOR
A. ENGINEERED FOR 120 MP'H 3 SEC.GUST MIN. WIND LOAD
B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
INDEX:
PG
C1
COVER PAGE
PG
1
FOUNDATION PLAN
PG
1A
DOWEL PLAN
PG
1B
LINTEL SCHEDULE
PG
IC
WIND LOAD CALCULATIONS
PG
2
1ST FLOOR PLAN
PG
3D
ELEVATION "D"'
PG_
3E
ELEVATION "E"'
PG
3F
ELEVATION T...
PG
3G
ELEVATION "G"'
PG
4D
TRUSS PLAN
PG
4E
TRUSS PLAN
PG
4F
TRUSS PLAN
PG
4G
TRUSS PLAN
PG
5
ELECTRICAL PILAN
PG
5A
OPTIONAL COVERED PORCH
i
� , 0
www. drhortorlu-b. com
CBC055300
D.R. HORTON HOMES
6250 Hazeltine National Drive
Orlando, FL 32822
Tel: (407) 857-9101
Fax: (407) 857-9228
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT
JAMES CANTWELL
AR 12079
A.B. DESIGN GROUP, INC.
1441, CR.#427 NORTH
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078 Fax: (407) 774-4078
rP
M IT #6q-,3s*cj �
OFFICE COPY
CITE ft?"O)
F-AOT#62
PH#2
DATE: 9/26/03
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I I m
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3 1/2 ° 224"X24"X12" I =
GONG. aONC. PAD I `'
SLAB W/((3)#5'5 E.W.
CAN CHAIRS
MIN. 3 COVER
I (3)tYP. I
I 20'-2"
1---J
-----------------
----------- --
ENTRY ELEV. "G99
FOUNDATION PLAN
//Jj
40 -0"
28'-011 —oil 31-011
28'-6"
5A
'
3 1/2�
" w p1
GONG. - 3 1/2 " OL
SLAB-w^1
v/
■ ■ ■ ■ ■ _ _■
EXTEND
1 1� SLAM 1 1/2
D1 D1 I
m'-m" ELEV. i "\
3 1/2" GONG. RE INFORGED FIN. GONG. SLAB
U1/ro"X6" 1110/10 WWM ON 6-MIL.
VAPOR BARRIER ON WELL -COMPACTED
- CLEAN TERMITE TREATED FILL OR
A APPROVED SUBSTITUTE,
■ 1 q (RECRUIT = 61'5TEM)
D1 X
IL
1 I
w WIG.
OPT..
w LAV. LAV. I, \I I TUB
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SLAB-1 ll _0
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COND. = C4" P.V.C. I'-1° 4'-4" D1 6'-411
CHASE _
~- WH. IN 6'
OPT. SAFETI' PAN
-3 1/2" - _
g �- -ter � I
D 1 IT OPT. I I OFT-
0 Lu I II . II W.
0- 0 0 ® J L J
o I I� 0' ELEV.
FIN. CONC. SLAB
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wU U ■ 19'-4° 4 -� o0 Ucv 1�'-011
EXTE D
all GURB SLAB 1 1/2" — —
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H. . D1 D1 -41/2" 31/2"
B ® CONC. 0 L— — — —
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40' — 011
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LOT#6;i
PH#2
MODEL:
991965— L99
F.S./B.C.
^9— 4"
FOUNDATION
P LAN
DATE: 9/26/03
' 'i■-mS
SHEET
1 Off' 5
1
I
4' - 4"
------------------------ -------'
--------------------
- � I
I
-------�
DOWEL PLAN ELEV® "F" ONLY
MODEL:
991965- L99
F.S./B.C.
9 9 — 499
DOWEL
PLAN
DATE: 9/26/03
scAL,E: V4'■l'-®'
SKEET
IA®F 5
I
LOT#64
PH#2
MODEL
991965- L99
F.S./B.C.
9 9 - 4"
LINTEL
SCHEDULE
DATE: 9/26/03
SCAT: 1/41
01'-01
SHEET
I B OF 5
f
a
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■
■ �
m
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
20
3068 W/1215L
4
20.5/ -22.3
24.3/ -26.5
2
13
50"X36"X30"
TRANS. ABV.
4
21.5/ -23.3
ELEV "D4E"
25.5/ -21.1
3
15
50"X42 "X18"
TRANS. ABV.
4
21.3/ -23.1
ELEV "F"
25.3/ -21.5
4
6
54"X16"
TRANS. ABV.
4
21.8/ -23.6
ELEV
25.9/ -28.1
5
112
G RjAGsE 11
5
18.3/ -22.4
6
I
25-6IN
4
21.1/ -22.9
-1
1-1
25-5N
4
21.1/ -22.9
25.1/ -21.3
o�
8
1-1
25-5H
4
2.1.1/ -22.9
�.
25.1/ -21.3
9
1-1
25-SIN
5
21.1 / -28.O
2i5.0/ -33.1
10
11
25-5H
4
21.1/ -22.9
25.1/ -21.3
11
12
53
24
8068 660
35-SIN
4
4
19.4/ -24.4
23.1/ -29.2
20.6/-22.4
24.5/-26.1
13
10
23-6IN
4
-rq-
25.9/ -28.1
14
15
24
33
35-SIN
35-SH W/
54"X21"X19"
TRANS. ABV.
4
4
20.6/-22.4
ELEV "D"
24.5/-26.-f
20.2/ -22.0
24.0/ -26.3
16
35
36-SH W/
54"X16 "X9"
TRANS. ABV.
4
20.2/ -22.0
i=L]=V "E"
24.0/ -26.2
11
44
(2) 25-5H W/
HALF RND.
ABV.
4
19.8/ -21.6
ELEV T:
23.5/ -25.1
18
38
(2) 26-SIN
4
20.0 / -21.8
ELEV "G"
23.8/ -26.0
O15 D = 35-SH W/
O 3068 W/12 "5L 54 "X21 "X19"
TRANS. ABV.
O D 4E = 5m"X36 "X3o" 16 E = 36 - SH W/
TRANS. ABV. 54"X16 "X9" U �i
A L
10 N S
F - 5saX42X18
TRANS. ABV. WIND
IOAI� III�TRANS. ABV. 1-1 F= (2) 25-SIN W/
OHALF RND. ARV.
OG= 54"X16" 18 G= (2) 26-SIN
TRANS. ABV. -�
'MODEL:
991965- L99
F.S./B.C.
9 9 - 499
WIND LO AD
CALCULATIONS
DATE: 9/26/03
SCAll E: 1/41-11-01
SHEET
i C 03F 5
1
ARCH P KITCHEN
O
r,-,ARCH P FAMILY RM.
40' - 011
12'-0" 2'-4" v 111-411 14'-411
5'-2" 1,
2
PATIO
91_011 X ( I-0'
25-5H 25-5H — I
SS EGRESS 50�8
31 - 411
2
5A
I
m
In
BDRM.G4
BDRM. #3
-
I O
I
(CARPET)
(CARPET)
— — —
V
FAMILY
ROOM
(CARPET)
2'311
1"121-911
1
141-211
—
m
21-511
v
8'" 31_111
T ww
-m
?d,
1-IC.ACC. 42"A.F.F.
'
II
V •
2'-911
I_411
-SH
51 -QII
CN w
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BATI
OPT.
CLG.
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(TILE)
LAY.
cv
0(CARPEt)
~
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U o I
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— —
TILE LINE
— — — — —
OPT. 0 ( -----------
INSULATION I iR-15H
OPT.
I
I-------
-----�
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-
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ENTRY=
W/1'-0" O VAULTED CLG ELEV. D, F ONLY
511DELIGHT`�
_ I
C2)-25-SH
W/1/2 ROUND 1451
FLOOR PLAN
11
LEV."F"ONLY
LIVING
1"1T ROOM
_ — — 9' - 4" cl-ra
W/11-0' (CARPET)
L 9,xro
POST
(3) TYP.
/T OQ,
(2) 25-5H
10' -011
15'-//y11
201 -211
ENTRY ELEV
1
N -I
KITCHEN j
m
--
W
9- 4 GLG. I (K o f
OWNER'S
M}
@ I,
pi (TILE)
SUITE
�,-
—4'=0"—
o
9 -4 CLG.
O.BATH
w I
OF'T
o I I z
=
(CARPET)
m
— -4" G
CL
(TILE)
Q = I
61
U L ISLAND - o
o <4 42 "A.F.F.
F -
m
N
55 A.P.F.
z
I F I
TL
0
RANGE m L� J
zcn
`4
1011
2'-41'
4" 21
411
Q
OO
w
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ROOM
�COND.i
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51-411
-10' 4"-0
u
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I
L.AccESS
z
_
C2) 3-0W/
OPTIONAL
151-FOLDS
PULL DN. STAIRS
E
— — — — —
ART NICHE
—
-'
00
I
LIVING
N
_
N
GARAGE
TH15 WALL NOT
4-0 BF,
ROOM
Kijl?
m
LOAD 5RG. m
FOYER
ELEV. F
0
g'-4" GLG.
I (CARPEt)
LINE OF GLG. ELEV. D, E, F
—/
IIIPANTRYOPT.
4NP
1= `" LINE OF CLG. ELEV_ D, F
ELEV. D E,
` ----------------
_
N.�.
W/11-011
VAULTED CLG ELEV. D, F ONLY TL
lro'-oll X 1'-0" O.N.
SIDELIGHT
ELEVATION "D 4E'
ELEVATION "D'
50"X36 "X30"
35 -5H W/
TRANS. A5V.
54"X21"X19"
ELEVATION "F'
TRANS. ABV.
5011X42"X15"
ELEVATION 'E"
EXTERIOR MASONRY
TRANS. A5V.
3(o-SH W/
WALL
5RG. HEIGHTS
ELEVATION 'G"
5411XI(o"X9'
54"X16"
TRANS. A13V.
TRANS. A13V.
ELEVATION "F"
'_/f 11
1/ '-011
1_011
21_/ II 21_�II
g1_QII 51_411
9'-4"
WALL BRG.
HALF RND. A33V.
20'-011
1
51-01
//JJ��
15'-o11
ELEVATION "G"
40'-0"
(2) 26-514
u
m
25-SN
O
MEDIA RM II
W12
� II
N IN
OIPT® MEDIA BROOM
®r-
S Q.
CA1LC®9S
L I VINe
eARAeE
ENTRY'
FATIO
19(.l
412
22
54
SQ.
SQ.
SQ.
SQ.
FT.
FT.
FT.
FT.
TOTAL
2455
SQ.
FT.
r • /l
MODEL: 5 -
PLAN
DATE: 9/26/03
SCAr-E: U4'01'-0'
SHEET
LOT#62
PH#2
MODEL:
991965- L99
F.S./B.C.
9 9 - 4"
ELEVATION
„F"
DATE: 9/26/03
S C ALE: V4181'-01
SHEET
3 F OF 5
i
(2)NETA-16
NEADEfiR SFAN CHART
SINCz�� STORY APP�IGATIpN
SIZE
CLEAR SPAN
DBL 2X6
pBL 2X8
DBL 2XIm
DBL 2XI2
UP TO 5'-4'
5'-4' TO �'-0'
l'-m" TO Im'-m'
Im'-m" AND OVER
TWO STORY APPLICATION DOWN
S f NFL � �TOR�' Ai=P� I G,4T f ON
1�
SIZE
CLEAR SPAN
DBL 2X6
DBL 2XS
DBL 2X10
DBL 2X12
UP TO 5'-4"
5'-4" TO -f'-ID"
7'-m" TO lm"-�D"
Im'-O" AND OVER
STAIRS
TUJO STORY A�PL f GAT I ON DOUJN STAIRS
SIZE
S1ZE
CLEAR SPAN
CLEAR SPAN
DBL 2X6
DBL 2X6
DBL 2X8
DBL 2X8
PBL 2XIm
DBL 2X10
DBL 2X12
DBL 2XI2
UP TO 5'-m°
UP TO 5'-®"
5'-m' TO 6'-4"
5'-m" TO 6'-4"
6'-4" TO 8°_®°
6'-4' TO S"_m'
8'-m' AND OVER
8'-O" AND OVER
,e
6
5A
DBL. TOP PLATE
KNEE WALL DETAIL
PRE-ENC-�'D GABLE
"�2X4 LEDGER
W/2-12p Q
EACH UPRIGHT
LOT#62
PH#2
OCRICKET DETAIL
PLAN
* CONNECTORS TO BE SIMPSON U.N.O.
* TRUSS TO BLK META -1(o U)/12 -1®dXl 1/2
* TRUSS TO WOOD MT5-12 U)/14-106Xl 1/2
4X4 POST=(2)2X4'5 NAILED WITH 126 6"-8" O.G. STAGCzEfiRED
4X6 P05T=(3)2X4'5 NAILED WITH 126 6°-8" O.G. STAGGE:RED
�L
F. S. /B. C.
L
r- , * ,
BAKERS
.TRUSS
99 1 ^ 6 5
99
9 497
TRUSS PLAN
ACCUSPAN
rDATIE:9/26/03
SI3EE'I'
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ELECTRICAL LEGEND
81'MBOL
DEFINITION
NOTES
110v OUTLET
1/2 OF OUTLET
IIOv OUTLET
WIRED TO
SWITCH
EQUIPED WITH
110v OUTLET
raRoUND FAULT
GFI
INTERUPTER
�jJ�
220V OUTLET
WFD
EXTERIOR
GROUND FAULT
GFI
WATERPROOF
OUTLET
INTERUPTER
SWITCH
SWITCH
3-WAY OPER.
It4
SWITCH
4-WAY OPER.
n
WALL
YMOUNTED
LIGHT
CEILING LIGHT
l
VAPOR PROOF
`OJVP
LIGHT
i 1
RECESSED
CAN
I CFM PER
VENT. FAN
so. FT.
VENT. FAN
1 CFM PER
W/LIGHT
SQ. FT.
O O O Q
2' LIGHT STRIP
4' LIGPT STRIP
4' TRACK LIGHT
FLOURECENt
L IGHT
RAP AROUND
_ --1
2' FLOURF=CENT
4' FLOURECENT
PANEL
METER
SMOKE
GATT. BACK-UP
O•
W/ HARDWIRE
Cj,D.
DETECTOR
INTER-
CONNECTED
PENDANT
LIGHT
TELEPHONE
®
JACK
WATER NEAT.
WN
DISCONNECT
AIR COND.
A/C
DISCONNECT
tV
TELEVISION
JACK
CEILING BOX
REQUIRED TO
CEILING
BE SUPPORTED
FAN/L IGHT
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
L ICGHT
INTERCOM
SPEAKER
1
GF I
BDRM. 4 I
FAMILY
ROOM �
OPT. e�-"/ -- ��� ,PRE - W I RE }
;; GLG. FAN I
LG. FAN—
BDRM.#3
PRE-IUIRE%%
— C,LG. FAN G f/
Tv. 3 /
i
BATH
PRE - W LRE `.- / 1 �
cLG. FAN;, \ / I 0 1 \.I0 i U
r------------� NOOK
BDRM.#2 I W.I.C.
JL
_ 1
\ SEC. I
\ I
S1'S.
_ /01 LL
PRE -WIRE —
CLG. FAN-
`_�'� 7
0
/ o \BATH — ��
�0 r- —
PANEL
OWNER'S \ KITCHEN 1
SUITE
/ \ GEL,O
-�I--
QvO J
GF II
-� c
O/
� Wk IN 44" A_F.F. _ —
AFETT PAN
I� \ DININ -�
WALL MOUNTED LIGHT
ROOM
4 SWITCHC IN ATTIC:
D. 11 W.
L_---�� L —JL —J
00
METER
FEILD
VERIFY
LOCATION
P
00
GARAGE / GLG. FAN000
00
00
\/"o,/
GLG. OUTLET
�1
WP. I I
GFIor
KI 14i
— — — — — — — — — — — —
CHIMES
XLXu`TR1u"'AL VLAA
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
,MHOMEOWNER PRECON5TRUCTION MEETING
NOTE:
#ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARC FAULT.(NEC 210-12)
NOTE:
*20 AMP DEDICATED LAUNDRY CIRCUIT.
5
200 AMP
METER 5A5E 4 METER
MAIN DISCONNECT COMBO
SQUARE D
200
AMP.
MAIN
DISC.
UNDERGROUND
SERVICE 5Y
POWER CO.
LAY.
I
4/0 ALU. CABLE
TYF. A/C
200 AMP DISC.
IN51DE
PANEL 012 COPPER TO
LIGHTS B OUTLETS
010 COPPER TO WATER HEATER
08 COPPER TO RANGE
#4 COPPER TO 5/5" GROUND ROD
ALSO SERVICE TO BE BONDED TO FOOTING STEEL
CLECTRdCAL RISER
NOTE:
ELEGTRIGAL MATERIALS AND INSTALLATIONS SHALL
GOMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL F'OWER CO.
-;" V T 1:2 All KIT.
1101UMBING RISER DIAGRA
0
i
-j
OPT PANTRY
TO MAIN
SEWER
M
-- u
MEDIA RM
I M� %PRE -WIRE I
; �CLG. FAN
I O I II I
II I II I
OPT® MEDIA ROOM
MODEL:
991965- L99
F.S./B.C.
9 — 4"
ELECTRICAL
PLAN
(DATE: 9/26/03
S C ALE: V4' ■ 1'-01
SHEET
5 OF 5
24"X24"X12 GONG. PAD
W/3-#5 BARS E.W.
(ON CHAIRS) '-
MIN. 3" GOYER
(2 TYPJ
01-011
FIN. FLR.
l��
k'OUNLIATION PLAN
12
LEFT ELEVATION
RIGHT 51M.
1KJi_�n
=v-
PRECAST
COV. PORCH
N
Ui
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i
I
I
I
I
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- - - - -- - - - -
I
W I I liw.
�z) FLOOR
FIN. FUR.
Le- OPT. C. PORCH
TRUSS PLAN ACCUSPAN
*GONNEGTORS TO BE 6IMP50N U.N.O.
*TRUSS HANGERS TO BE SUPPLIED
ENG'D. E3Y TRUSS GO.
,,TRUSS TO BLK META-1(o W/ (12) I0dXI-1/2
#TRUSS TO WOOD MTS-12 W/ (14) l0dXl -1/2
6 OPT. C ® PORCH
O -
TRUSS PLAN C.C.A.
*CONNECTORS TO BE 51MP50N U.N.O.
*TRUSS HANGERS TO BE 5UPPLIED 4
ENG'D. f5Y TRU55 CO.
*TRU55 TO BLK META-1(o W/ (12) 106X1-1/2
*TRUSS TO WOOD MTS-12 W/ (14) 1mdX1-1/2
0
LINTliL SCHEDULE
'i'® CfTt LINTEL SCFIEDULE og
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 10
9'-4"
SF1h-05/1T
OPT. COY. PORCH
L 11
14'-8"
SF16-05/1T
OPT. COV. PORCH
L 12
9'-4"
SFI6-05/1T
OPT. COV. PORCH
n, ELECTRICAL PLAN
I
LOT#62
PH#2
MODEL:
F.S./B.C.
9 9 - 4"
OPT COVERD
PORCH
rDATE:9/26/03
sc AIC : V4'■l'-®'
SHEET
5 A ®F 5
Am
10
a
d
SP-4 16" O_C./EA. STUD 2X4 DBL 2X4 MID -WALL MIN. 6" EMBEDMENT 1/2" X 9"
TOP PLATE 2X4 MID -WALL BLKG ANCHOR BOLTS AT 3' O.C_
BLKG 2" ABV. LONG.
� "X� " #1® W.W.M. *5 "KEBAB SET IN ZOrDO 1/2 " X 9" A.B. 32 " O.G. 2X4 MID -WALL 1//2 ' X 9" A.B. 32 " O.C.
= 2X4 STUD =
z PSI EPDXY 25" MIN. ABV. 6" EMBEDMENT BL.KG 6 EMBEDMENT 2X4 STUD
SLAB/6" MIN. EMBEDMENT 16" O.C. MAX. 16" O.C. MAX. `�"X�o" *10 W.W.M.
II (0 xro *10 W.W.M. - S U 2X4 P.T. 2X4 P.T. BT PLATE SF-4 16 " O.G./EA. STUD 2X4 P.T. BT PLATE
5P 4 16" O.C./EA. T D--� BT PLATE ,
- o0
(2) CONT. *5 REBARS7�z ° ° 142-S'5 ON CHAIRS
-
° ° CONC. SLAB 4„ 4, CONC. SLAB 4„ 1 -8° 4„ z B GONG. SLAB 4, 4"--
O 2 *S'5 CONT. 11_011 = 3 *5'5 CONT. — 2 *5'S CONT. 1 _�
U TYP. RETROFIT FOR ALL -
T . WA S GTION OMITTED FOUNDATION DOWELS � 0 Aj�IN�,C-� LU,���/NO ��'� IFT �®OD FRAME FOOTING
YP LL E 11A INTERI R BE
1 fNTERIOR BEARING WALL fNTI=RIOi� B�,4RINC� UJAL.I-
BLK. SINGLE STORY STOfR 2 - 1-STORE'
�
3 I/2" a HEAD OF GARAGE 3 1/2" HEAD OF GARAGE �-a -S DOWEL BAR(ONE SIDE � *5 DOWEL BARS �S DOWEL M 5AR8
(VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) 6°IX�vVAI®I�UUJ.M. CURB"X6" *lm W.W.M.
9" ANGI-10R BOLTS AT 3' O.G. g ANCHOR BOLTS AT 3 O.C. -1 5/S C B II � X6 lm W.W.M. � 5/8 CURB II II
ONLY IF UPLIFT ON WALL " 1"f� # � EMBEDMENT �� II
MIN �o" EMBEDMENT 6 Xro lm W.W.M. EXTEND 1 1/2 z uu II c0 w
II
m 6 "X6" *10 W.W.M. IL_ RECESS /2 m 0 o� m °� C3-5'S W/2-STORY)
_ 2-*5 5 ON CHAIRS
- G C G - 2-#5'S ON CHAIRS �I -4
4 O C m SINGLE (3-5'6 W/2-5TORY) SIB NGLC'
8l cn I'-8'°' 3 *5'S ON CHAIRS STORY STORY
1 -O 2 *5'5 ON CHAIRS
TWO TWO
STORY STORY
THICKEN EDGE GARAGE CURB STOP IN51DE FTC_ AT GARAGE STEP-UP GARAGE SERVICE/POOL
INSIDE FTG. AT GARAGE STEP-UP �'�` 2-STORY BEARING WALL DOOR RECESS 8 GARAGE CURB �A GARAGE CURB
1-STORY BEARING WALL
CONC. SLAB OVER CLEAN,
COMPACT TERMITE TREATED
(3) * 5 RODS EA. WAY ON 8" CMU L, 6 MIL. Vie. VAPOR TOP CORD BLOCKING AT 4'
CHAIRS (MIN. 3" COVER) -�
(o"X(o" *IO W.W.M. O.C. MAX_ IN FIRST 2 FRAMING
4„ �" Z SPACES AT EACH END.
GARAGE SLAB
GRADE SLIDING POOR TRACK �p m
� I RAFTER OR TRUSS
m SLOPE GONG. ROOF SHEATHING LAYOUT Roo>= SHEATHING 3:
2 _O TO FRONT(1/4"-1/2") CURB WALL 8" CONC. DRIVEWAY 0 0 0 ACID ENDWALL BRACING
11/2" GARAGE
3 #5'S CONT.
F:OR GABLE END FRAMING �
9 1/2" BEYOUND I'-8" 3" MIN. COVER71
z
a
24"X24" EXT. PAD SLAB AT SL. GLASS DOOR GARAGE DOOR " CD
� 11 OPENING 2-STORY FOOTING 5UfLDING LENGTH
1�
II II �I *106 GUN NAILS �@4" O.C_ #8d GUN NAILS
II III TOP 4 BOTTOM EDGES 6" O_G. IN FIELD
u�
POURED LENTIL TO BE
' II II OUTSIDE BAR
o CONT. (TYP) 05 REBAR II II — 0 • A — z 0 .
2X WALL FRAMING — — — — — II II II CONTINUOUS z Q z z
(3) 1/2 "X8" ANCHOF BOLTS — —_ —_— 7
8" CMU FILLED or (3) 1/2"X8" J-BOLTS
CELL (TYP.) ./� MIN. (o" EMBEDMEN7r 00 ; O
W/ 2"X2"Xl/8 WASHEFR AND 6 (� = TiP. EXTERIOR SNAT1-41NC
EXT. FRAME WALL TO NUT SPACED EVENILY FROM 25" MIN. LAP
FLOOR TO BOND 53EAM. SET A A ATTACHI"iENT FOR ROOF 5H>=ATHING
BLOCK WALL CONNECTION N TYP REB R L P �a @ NOTE•
IN JOINTS PRIOR T(O FILLING. a� CORNERS
(SLEEVED ANCHOFR IN SOLID WHEN GLUED TO R®OF MEM5ER
POUR ACCEPTABLEE RETROFIT) 2-*5's REBAR � 1 STORY 6"-S" la EDGES 4 10"-12" IN FEILD
3-*5'5 REBAR 2 STORY
T�1'P. EXTERIOR 5HEATHING ATTAGHMENT
POURED LENTIL FOR SHEAR AND UPLIFT
0' CONT. (TYP) (0.5.5. TO BE STRUCTURAL GRADE)
CONNECTORS FROM PLATE TO STUD TO PLATE
SIDES: ARE NOT REQUIRED EXCEPT AT OPENINGS
GROUTED Z PRE -CAST HDR. 2X6 GARAGE DOOR BUCK W/
E30ND BEAM ' ' (3) I/2 "X8" ANCHOR BOLTS
TIE TO HORZ. BARS 1-1-1 or (3) 1/2"X8" J-BOLTS
0" MIN. EMBEDMENT EMBEDMENT MIN.
' U S" CMU 1=fLLED - W/ 2 X2 X1/O WASHER AND �
CELL CTYP.) '".� NUT SPACED EVENLY FROM 8d GUN NAILS
HORZ. REINFORCING
VERT. REINF_ FLOOR TO GARAGE DOOR HDR. 12" O.C. IN FIELD
(0 HOOKIN GROUTED - IN JOINTS PRIOR TO FILLING.
CELL
1-2X(o PT BLOCK 6 CENTER OFIf Q
DOOR HEADER W/(1)
(1) 1/2 "X8" ANCHOR BOLTS Z U
CLEANOUT REQ'D or (1) 1/2"X8" J-BOLTS z O '
ti .. FOR GROUT LIFT � ° EMBEDMENT
-� • — —°-, — 5 FT. UNLESS W/ 2 X2 X1/8 WASHER AND NUT
`Q
> ca
HORZ. REINFORCING Z_ p/ FOOTING DWL 15
T1'P. FLOOR DECKING
6"' NOOK Lu } NOT REQ'D. ATTACI-Il" IENT TO FLOOR JOIST
C HORIZONTAL/VEITIGAL REINFORCING cn O
EA_ SHEET TO BE GLUED AT ALL
EXPOSED JOIST
i
LOT#62�
PH#2
IMONOLITHIC
BLOCK
DETAILS
NOTES
DATES 9/25/03
SCA..E: V41■1'-®'
SHEET
D i ®r 4
#-.#..
-
4..:
F;I
{
2X4 5UB-5AND HURRICANE STRAPS 2X4 SUB -RAND 0
CHASE •GROVES,WAVERLEE WOODS 2X4 S GROV D (5EE TRUSS PLAN CHASE CxROVES,WAVERLEE WOODS VX4" BLOCKING
FEILD STREAM CHASE GROVES,WAVERLEE WOODS
FEILD
5UTR AM FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO RAYS
LAKE K3- O3A CYPRESS HEAD 2X6 SUB -RAND a 2X6 5UB-BAND 'a 4'-0' O.C. MAX METAL LATH
ALOMA WOODS / LAKE KEHOE,GYPRESS HEAD LAKE KEHOE CYPRE5F HEAD
WRAPPE WOODS
FINISHED FASCIA ALOMA WOODS �—ROOF TRUSSES ALOMA WOODS ASPHALT 5HINGLE5
WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/16" 055 OR 115" TEXTURED
-1/16" OSB SHEATHING 1/2" PLYWOOD FINISH
ASPHALT SHINGLES. METAL DRIP EDGE
OR 1/2" PLY. W/ 15# FELT
OVER #15 FELT / R-19 INSULATION R-19 INSULATION
1/16" OSB. SHEATHING FIBERGLASS SNINGLES - 3/4" T 4 G PLYWOOD 2X4(CONT-)
OR 1/2" PLY. ON 15 FELT OVERMum/
HURRICANE STRAPS 1/16 OSR. SHEATHING TO BE GLUED
lSEE TRUSS PLAN METAL DRIP EDGE OR PROPERG. -� ROOF c BUSSES ' 4 NAILED
CONNECTOR) 1 1/2" CLG.BOARD T TEXT -
FOR 2X4 5PF STIFFBACK At BRACING HETA-16
METAL DRIP EDGE RAP
O (I)#5 CONT. 2X4 DOUBLE PLATE (Tl'P.) LL UPRIGHTS OVER 4'-10' LINTEL
ALUM. FINISHED VENTED SOFFIT SILL ENG. GABLE TRUSS
IX2 FURR STRIPS FEE TRUSS PLAN FOR CONNECTOR
ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. 1/0" TEXTURED FINISH
S" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER
SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) -1/16" 0.5.5. SHEATHING FINISH
INSULATION CMU'S TEXTURED
PRE -CAST LINTEL 1/8"TEXTURED FIN15H ON 3/4" T 4 G PLYWOOD OR 1/2" PLY. /--FINISH
FELT BARRIER OVER GLUED 4 NAILED
ALUM. WINDOW 1/16" 055 SHEATHING OR 1/2" PLY.
SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4' FLOOR J0I5T/FLOOR TRUSS 2X PLATE SECURE
FROM 2nd FOR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARD 4 TEXT. TWO STOR�
PRE -CAST SILL — 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.)FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.)
2X4 NAILER (CONT.) OR MSTA-24 24" O.C. MAX SEE 1C USS (I)IS 8" CMU R-4.2 INSULATION O (1CONT. FOR I' IDR 5IZ
HETA-16 IX2 FURRING STRIPS BAND TA f
1X2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW
TEXTURED FINISH 1/4 = Ll WOOD BASE SEE FLR./ELEV FOR PE5. SILL
8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL
-1/16" OSR SHEATHING WOOD BASE (TYP.)
o ua PRE -CAST LINTEL OR 1FE PLBYAR I RR PRE-EAB TRUSS
CZ Z 4( # ALUM. WINDOW SILLFLOOR TRUSS/ 1/2" CLG. BOARD 4 TEXT.
6 X6 10 W.W.M. SEE FLR./ELEV FOR DES.
U OR FIBER MESH FEE FRAME PLANS SF-4 32" O.C. '� STUD 2X4 DBL. TOfi PLATE
o RE INFORGEMENT —
PRE-GA5t SILL GONG. SLAB OVER CLEAN, FOR JOIST TYPE
HETA-16"� 32' o. C. MAX 1/2" CLG. BOOARD 4 TEXT 1/2" DR1'UJALL
COMPAGT,TERMITE TREATED O (1,'#5 CONT..
z L z W SOIL OVER 6 MIL VIS. VAPOR g LINTEL BLOCK IX2 FURRING STRIPS
2X4 WOOF-) STUDS
> y > 1,-4" 2 #5 GONT: (FILLED)
� S CMU BARRIER,W/6X6 #10 WWM 2X4 CONT. STRESS '�lro O.C.
= o = o BLOCKING MID -WALL
U m U TEXTURED FINISH 1/4" — — ° ° 1/2" DRYWALL
WOOD BASE (TYP.) PRE -CAST LINTEL 2X4 PT. PLATE
OQ
- ALUM. WINDOW &i=-4 32" O.C. e STUD 1/2 "X9" A.B. 32" O.C.
c� z SEE FLR./ELEV FOR DES. (WHEN UPLIFT) 6" EMBEDMENT
TAP. WALL 5ECTION SILO
BLK. 1-STOR*1'"x6° #10 W.W.M. PRE -CAST SILL — WOOD BASE (TYP.) CONC. SLAB 4" 4" Y
z [k \ 3 #5's CONT OR FIBER MESH CONC. SLAB 2 #5's CONT. = u
1-411
> II REINFORCEMENT 8" CMU 6 MIIL VIS �l _ c.�TOR�i'
o m 0 I -g VAPOR BARRIER (j�;l�'-'R(OR BAi�INC� I,UALL
TEXTURED FINISH 1/4'
T�1'P. WALL ACTION O w = NOpO oie NSTALL CO
ASPHALT ONLY
ASPHALT SHINGLES OVER � cp
#15 FELT ON -1/16" O.S.B. 2 "X4" f5 LOCKING ~ Q
,SHEATHING OR 1/2" FLY FIRST TIWO BAYS 2 -STORM' 6"X6" #10 W.W.M. �E__\2X4 DBL TOP PLATE
METAL DRIP EDGE — 4'-0" O!.C. MAX
O O OR FIRER MESH
2X4 SUB -BAND 15) x 1
REINFORCEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. Z
FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS
2X6 5U5-k3AND @ (SEE TRUSS PLAN) > (3) 05's CONT.
LAKE KEHOE,CYPRE55 HEAD BRACING
ALOMA,WOODS ROOF TRUSSES a D5L. TOP PLATE `" U no 1/2" DRY WALL
WRAPPED/ALUM FINISHED FASCIA 24" O.G. FIRST FLOOR BLOCK
ENG. GAROE TRUSS R-19 INSULATION CRIPPLE STUDS
SECOND FLOOR PRAME o.s.
2X4 SPF STIFFBACK AT 2X4 16 " O.C. MAX
ALL UPRIGHTS OVER 4'-10"
(5EE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS)
I/S" TEXTURED FINISH 11
OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE-F,45 TRUSS 2X4 Pt.
-I/16" O.S.B. SHEATHING 2"X4" NAIILER CONT, I/2" CLG. BOARD TEXT. TEXTURED FIN 15N BT. PLATE
OR 1/2 PLY. 2X4 DBL. TOP PLATE ON GALV'D METAk�l
X 9" A.B W/
(2) LAYERS -1/l6 SP-4 32 O.C. STUD LATH OVER TYVE ' : MIN. 6" EMBEDMENT
O.S.B.SECURE EA, LAYER OF 015 FELT �:'�•"
2x4 P.T. PLATE W/ ° W/2 Sd,s S"-112" O.C. HIDR- STUD(S)/JAGK(S)
1/2 DR1'UJALL 2 DIA. WASHER
1/2 X9 ANCHOR BOLTS
MAX. 2X4 WOO 5TUD5 � #52REBAR CONT.
X
MIN. 6" EMBEDMENT 1/2" X 9" A.B OR J-BOLT LSTA 12
FULL LENGTH STUD(S)/ 2X4 CONT. &TRESS O.C.
" STUD TO HDR. ;•
u)/2 DIA. AT 32 O. C. 32 O.G.MA�C KING 5TUD(5) 5P-4 BLOCKING MID -WALL :':.'�''•'
SECURE TRUSS TO 2X6 W/
TOP 4 BOTTOM) 3/4" TAG SUBI=LOOK .rt••r•;••
12d 6"-8" CONC. FILLED LINTEL w'
GLUED s NAILED
PLYWOOD TO TRUSS NAILING BLK. RE INF. (WITH (US ROE)
4" O. C. a EDGE r.
6" O. C. a IN FEILD • .
SLR. JST. SIZE &EE FRAME PLAN ,•r�'1�:
(51, GMU Y y�
1X2? P.T. FURRING STRIPS SHEATHING OVER 2X4'
TEXTURE FINISH j� 1/2" CLG. BOARD TEXT.
R-�4.2 INSULATION NAIL PER SCHEDULE 2t�d SLR. STUD TO _/
-00
let FLR. STUD 2X4 DBL. TOP PLATE 1.U0®D f=RAM ®BLit.
-10 1/2'" DRYWALL — — — — — — — — — — — — =I M5TA-3(o 32" O.C. I/2" DR1'I.UALL
2X4 WOOD STUDS
I II II I 2X4 CONT. 5TRE&5 WI6" O.C.
WOOD RASE I I I I I I BLOCKING MID -WALL
II II
NAIL PER SCHEDULE/ 2X4 PT. PLATE
I I I I I BOLT PER FNp. PLAN SF-4 32 O.C. � 5TUD� 1/2 "X9" A.B. 32" O.C.
Q MIN. 6" EMBEDMENT -1 z
�-
U 6 ";X6" #10 W.W.M. CONC_ 5LA5 Z 2X8 RIDGE } LIJ p
0 o OR FIBER MESH 4" 4" 2X4 COLLAR TIE 0 0
REINFORCEMENT T�i= EXTERIOR OPENING IN Ffi�,41„I� 3 #5 S CONT. 1 8 — EVERY OTHER RAFTER LL
z pC 2X6 RAFTS O
� UA
> �> W
m � > 2 #5 CONT.2 STORM'
U
1'-4" z
m
T'I'P. WALL eECT ION
INTf=RIOR BEARING WALL 2-12d (o NAILER US5
3-12d RAFTS
3-12d TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
1/16" O.S.B. 1X5 NAILER
OR 1/2" PLY. 2-12d EVERT TRUS ,
A
BLK. I-STOF'T' (GABLE) MINfMUM WALL AND DEADER coNv. FRAMING DETAL/V E,,r,
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-m" TO
g'-m'
4'-I1 1/2'
T-11 1/2,
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT STUDS
2
AT EACH END OF HEADI=R
3
'1
P
ILOT#62
PH#2
MONOLITHIC
BLOCK
DETAILS &
NOTES
DATE: 9/25/03
SCALE: I
SHEEN'
D 2 OF 4
11 1000 UFL IFT
SIMPSOM MTS-12
W/1 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
2000 LFL IFT
(2)SIMP50M MT5-12
ONE EA. SIDE 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
-RUSS
FINISH g LANDING
2? BOND SEAM
TAP CONS 1
MIN. 2" COVER
2" APART
TfRU53 ANCHOfR [DETAIL =,R TfROFIT
9" MIN.
LESS THAN 10"
REQUIRES
1' NOSING
D5L 2X12
FLOOR JOIST
3/4' PLYWOOD `
WITH 4 160
COMMONS NAILED
THRU 3/4" PLYWOOD
INTO EACH STRINGER
NOTE:
STAIRS RISERS TO CONFORM
TO FBC 2001
2R+IT=24"-25"
3/16" MAX. VARIATION IN RISERS%TREADS
ADJACENT TO EACH OTHER
3/6" MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CRO65 SECTION DIA.
TO 5E 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRASPA5I L I TY
WINDERS- MIN. 6' WIDE -w NARROW END
MIN. II' WIDTH im 12' FROM NARROW END
34' MIN. HANDRAIL HGaT.
IX2 PT.TOP OF BOX
DBL. TOP PLATE -
2X4 STUD —\
1/16' OR 15/32' O.S.5_
Wn/a' TEXTURED
FINISHED OVER
GALVINIZED METAL
PAPER BACK LATH
SIMPSON H-5 (MIN.)
® 2X4 TO TRUSS
PRE. ENG. TRUSS
2X4 BTM. PLATE
3/4' PLYWOOD
2X12 TREAD
CUT To, FIT
1XS RISER
LESS THAN 4' TYP0'pl II
BETWEEN SPINDLES
6P4 OR H-5 TOP PLATE TO 5TruD5
2'-0' A6V. 10'-0' LEVEL To sROOF
OR 2'-0' A5V. HIGHEST RIDGES WITHIN 2'-0'
101-0'
FRAMED CRICKET
HAKE
1/2" I:
IX
1' N051NG TYP.
- Q
m �
r
5TAlfP, SECTION [DETAILS
PRE. ENG. TRUE
1X2 PT.TOP OF
D5L. TOP PLA
7/16' OR 15/32'
W/1/51 TEXTURE
FINISHED OVER
GALVINIZED ME
PAPER BACK 1
C1-4I1„INE'T� DETAII_,15
CRICKET
i
SIMPSON H-5 (MIN.
0 2X4 TO TRUSS
SECTION
2'-5-1/2"
FLAN VIEW
2X4 STUDS FROM TRUSS
STUDS TO 05L. PLATES A5V.
v
3611 MIN. FINISH
STAB LOIN[DfP, [DETAIL
ASPHALT SHINGLES OVER
M 15 FELT ON 1/16' O.S.B. —
(2) 2X4 #2 ND SYP DIAGONAIL BRACE /
W/ 3-12d e EA TRUSS l DIAGONAIL 5R4CE
TO COVER 5-TRUSSES
2X4 51LOCKINGs FIRST 2 BAYS
(2) Imd NAILS) SEND
TO TRUSS
2X4 SYP 5TIFF5ACK
AT ALL UPRIGHTS
OVER 4'-10'
7/16' OS5 SHEATHING
USE &d NAILS AT
4' c c. EDGE 4 ro' O.c. FIELD
2X6 Pn. PLATE BOLT W/ 1/2'X9 A.5. COMMON
(W/ 2' DIA. WASI 1ERS) a 32" O.C. MAX. 1/2" CLG. BOARD TRUSS 24' oz.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d a EA. TRUSS R-19 MIN.
I-S RE5AR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRAG.
0'-0" TO 30'-0' (1) 'X' BRACE
30'-1" TO 6 0'-0" (3) 'X' 5RACE
(1 'X' BRACE a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
r-3,45L E EN)D CF;P,055 5f;�,)AG INC3 1- STOFP,��
F
SECURE TO 2X4 5LK W/2-12dRE TQ 6LK W/ META-I6
2X4X�4' SECURE TO TRUSS W/ 3-12d
6'-5' O.C. MAX TYP.
2x4 BILK SECURE THRU TRUSS W/3-12de
PER ENrz'D TRUSS 24' O.C. MAX
I'-0'
z'-011
21 _ 011 EXTEN51 ON �@ OFT SERVICE DR.
N.T.S.
METAL LATH
055 OR TEXTURED 1/1(0" OSB OR-
1/2
" PLYWOOD FINISH 1/2" PLYWOOD
W/ 15# FELT W/ 15# FELT
2X6 (CONT.) 2X6 (CONT.)
2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.)
SIMPSON EXPANSION 2" MIN.
OVERLAP
"ETA-16 JO INT ERLAP CAULK
SIMPSON
CMU'S HETA-16 CMU'S
TEXTURED TEXTURED
FINISH FINISH
TWO STCfPY TWO STORY
FIRST fi 1-00R 5LOCK
SECOND FLOOR FRAMING
(2) 2!X4 02 ND SYP DIAGONAIL BRACE
U 3 -12d a 1=A TRUSS C DIAGONAIL 5RACE
TO COVER 5-TRU55E6
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP 5TIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
1/16' 055 SHEATHING
USE 8d NAILS AT
4' c.c. EDGE 4 6' oz. FIIELD
2X4 W/ 3/5' X 5
LAG OR SIMPSON HTC-4 ® 32' O.C. MAX.
SHEATHING: NAILING TO BE
Off. IN FIELD
4' O.C.19ALL EDGES W/86 NAILS
ASPHALT SHINGLES OVER
M 15 FELT ON 1/16' O.S.B. —
MM
1/2' CLG. BOARD
NAIL CONT. RAT RUN TOINSULATION
�TIPCRU6802M4
TRUSS W/ (2) 12d g EA. TRUSS
R-19 MIN.
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DRL TOP PLATE
-2X4 STUD I6' O.C. MAX.
-2X4 BTM. PLATE
iUB-FLOOR
HAILED
HETA-16' FLR JST TO BLK -� 11 AE19 FLR TRUSS
1-05 REBAR CONT.
0'-0" TO 30'-0' (1) 'X' BRACE
30'-1" TO 60'-0" (3) 'X' 5RACE
(1 'X' 5RACE m CENTER)
(2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END)
GAF3LE ENID C 05S BOACING 2= S TO��'
BAKERS
CROSSING
LOT#62
PH#2
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 9/25/03
SC AT: 1✓4' ■ 1'-®'
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 6IZE.145
MIN HEAD SIZE 300
2 X 4:
MIN EMBEDMENT 1 1/49
SECURE TO BLOCK
W/3/16' TAPCONS OR DRIVE
8' FROM EACH END AND 18'
51Z2 45
PIN (MIN SHANK
X 4 (MIN 2 X 3) 1-3/16 TAPCON
O.C. MAX. MIN 1-1/4" EMBEDMENT
1ZE .
MIN HEAD SIZE .300
OR DRIVE PIN (MIN SHANK SIZE.145
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
MIN EMBEDMENT 1 1/4')
WITHIN EACH END <
MIN HEAD SIZE 300
MIN EMBEDMENT 11/4')
OR DRIVE PIN (MIN SHANK SIZE.145
O.C.OF
IS" . MAX. SPACING.
8' FROM EACH END AND IS'
PRECAST HEApER(MIN)
MIN HEAD SIZE 300
MIN EMBEDMENT 11/4 )
2 X 6:
O.C. MAX. MIN 1-1/4' EMBEDMENT
8' FROM EACH END AND IS'
SECURE TO BLOCK
W/2-3/16' TAPCONS OR DRIVE
2 X (o (MIN 2 X 3) 2-3/16 TAPCON
O.G. MAX. MIN 1-1/4' EMBEDMENT
EXISTING 51-K A5V.
PIN (MIN SHANK 51ZE.145
OR DRIVE PIN (MIN SHANK SIZE.145
LESS THAN
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
VAIJ
MIN HEAD SIZE 300
MIN HEAD SIZE .300
16 HIEGNT.
OR DRIVE PIN (MIN SHANK SIZE.145
1/4' TEXTURED FINISH
MIN EMBEDMENT 1 1/4")
WITHIN OF EACH END E
MIN EMBEDMENT 1 1/41)
MIN HEAD SIZE 300
1/8' TEXTURED FINISH
O.C. MAX. SPACING.
IS' O.C.
8' FROM EACH END AND 18'
MIN EMBEDMENT 1 1/4")
7/16" OS5 SHEATHING
O.C. MAX. MIN 1-1/4' EMBEDMENT
-
8' FROM EACH END AND IS'
2 X 4 16' O.C. MAXAUHEN OVER 1(v' 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:
SECURE TO BLOCK
--- I/2DRYWALL
OR DRIVE PIN (MIN SHANK 6IZE.145
1/16' 065 SHEATHING
2 X SOLID 5LK'G a ARCH
SECURE W/2-12d EACH END
" OR DRIVE 8" GMU
W/IN
I'X4" OR I'X2' P.T. NAILER
MIN HEAD SIZE .300
1/4' TEMPERED MASONITE
SHANKTAPCOI
PIN (MIN SHANK
(MI
MIN EMBEDMENT 1 1/4')
2X4 BLOCKS
GLUE E NAIL W/Sd'S 8'-12' O.C.
ATTACHMENT PER MANUFAGTOR'S SPECS.
SIZE.345
MIN HEAD SIZE .300
- DooR cA51NG
8' FROM EACH END AND IS'
CMU WALL
MTL WPW FRAME
MIN EMBEDMENT 1 I/49
NOTE:
O.G. MAX. MIN 1-1/4' EMBEDMENT
WITHIN S' OF EACH END E
AS NEEDED
•NOTE: NO GAP g WDW FRAME
IS' O.C. MAX. SPACING. DOOR JAMB
TOM
P UMB=;M5
TO EXCEED 1/4'
ATTACH TO 2 X
DO NOT EXECED 1/4'.
DT Aj � j
I I
� �j� II�4�
AND
-
AIRC�4UUA-r' [DETAIL CUTAWAY
A
PER MANUFACTOR'S DETAILS.
JAMS TO E3LCCU 1=1/211 +
2 X 4 (MIN 2 X 3) 1-3/1(o TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145 (,[�
PRECAST HEADER(MIN)
MIN HEAD SIZE 300
DSL. TOP PLATE
T/8' TEXTURED FINISH
MIN EMBEDMENT 1 1/4')
IX4 P.T. OR 5/4' X 4'
8" FROM EACH END AND 15'
MORE THAN
SECURE 2 X RIP TO FIT
�/16' OSB SHEATHING
A N
SECURE THUR FRAME AND
O.C. MAX. MIN 1- 1/4' EMBEDMENT
W/2-12dS 6'-8' O.G. MAX.
EXTEND I-1/4 INTO BLOCK
16' HIEGHT.
X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.)
W/3/16' TAPCONS OR DRIVE
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
PIN (MIN SHANK SIZE.14.5
OR DRIVE PIN (MIN SHANK 51ZE.145
2 X 4 (WHEN OVER 16' IN HIEGHT.)
MIN HEAD SIZE 300
--1/2' DRYWALL
MIN HEAD SIZE 300
IL
2 X SOLID 51-K'G is ARCH
' MIN EMBEDMENT 1 1/4") g' GMU--Aw
1'X4' OR 1'X2" P.T. NAILER
MIN EMBEDMENT 1 1/4')
SECURE W/2-12d EACH END
REFER TO MANUFACTURING
8' FROM EACH END AND 18"
DETAILS FOR SPACING.
_ DOOR CASING
O.G. MAX. MIN 1-1/4" EMBEDMENT
1 /16, 055 SHEATHING
ATTACHMENT PER MANUFACTOR'5 SPEG'S.
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 Fg FRAME
-NOTE: NO GAP WDW FRAME
NOTE:
SHIM AS NEEDED
OR DRIVE PIN (MIN SHANK 51ZE.145
2X4 BLOCKS
`��
t0 EXCEED I/4'
DOOR JAMB
TO PLUMB JAMB
DO NOT EXECED 1/4'.
MIN HEAD SIZE 300
1 -- CMU WALL
_
MIN EMBEDMENT 1 1/4')
8" FROM EACH END AND 15'
MAX. MIN 1-1/4' EMBEDMENT
_
A1P C H I I I A�
/
!
D T A I� C I I T A W
J Al 5 TO
5 L O C< 3 /4 o f;:� �14.
O.G.
_.-
y
AF,,CHWA"'� tDTA
L 1(o ANID OF
NAILING S(DHEIDUI.._E ALL_ NC>TES IN REFERENCE
ROOF DIAPHRAM
TC) F L C) R 9 C)A B U I L ®I N C A
USE 1/16' ObB. OR 1/2' PLY WITH -6 CAN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGES AND 'B GUN NAILS AT V O.C. AT
�`'� .�
C C.�) E� EE 2001
-- -
_
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL.
ROOF BREATHING TO GABLE END FRAME
USE -e GUN NAILS + 4' O.C.
S'-rPI_AN NC)TES
EXTERIOR SHEATHING
.�, USE 'I/16' OEB. OR I/Y' PLY WITH I8 GUN NAILS AT 6' OL. IAT
PANEL SIDES AND °S GUN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND 'B GUN NAILS AT 6' O.C. AT
-_-`
1) LOWEST SLAB AT LIVING A��i�cA SHALL BE MINIMUM 18' ABOVE
-
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL.
NOTE: GUN NAILS OHALL BE ITTED AS AN
GROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
2) UNLESS OTHERWISE NOTED, I 5UILDIWz 15 NOT I NTEN TO BE
CE FASTENER ANY MANUFACTUR. RE
ACCEPTABLE E
CONSTRUCTEDITHIN AFLOODZONE REQUIRING AS FINISH FDLR ELEVATION
�'
"�
NA I REC�U I��M�NTS
Aay. 103' MEAN SEA LE DEL. CONTRACTOR SHALL VERIFY ELEVATION
OF FINISH FLOOR SLAB WITH 51GNIED AND SEALED SURVEY.
ULATIONS
SIZE
HEAD
LENGHT
DIA
TEN51L STR.
W
IR.OUNDMODIFIED
OR T
1 T/8,
.113
1-10,000
10d
2 1/8'
.128
1-10000
3) LOT DRAINAGE SHALL CONFORM 10 ALL LOCAL CODES, REG
AND RESTRICTIONS HAVING JURISDICTION.
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER SYSTEMS TO AN OFF-27ITE DRAINAGE FACILITY.
5) LANDSCAPING, IRRIGATION, BEI;0"I NG, ETC. SHALL CONFORM TO LOCAL
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATION5 ANp RESTRICTIONS HAVING JURISDICTIONS AND
STAPLENAIL + TOOL ASSOCIATION AS SELECTED BY BUILDER
N E /\ 1AI1s 1®-�"� 6) SWIMMING. POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE
iE
-CE .- � V PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
1. DESIGN AND LOADING,
A. ALLOWABLE UNIT STRESS AND DESIGG CRITERIA: PI 1 11► ABI V1 N®-TES
Lv V V
I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 316
-
2. FLORIDA BUILDING. CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) I) SANITARY LINES SHALL BE OF CAST IRON, OR F'VG (SCHEDULE 40J
4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL.
5. WIND EXPOSURE 'B' 2) WATER LINES SHALL BE CPVC.
6. INTERNAL PRE55URE CO -EFFICIENT ii8 THRU -15
DBL. TOP PLATE
2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH I/2' AMAFLEX.
B DBL. TOP PLATE
DBL. TOP PLATE
CONTINUOUS WALL FOOTINGS.
4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
DBL. TOP PLATE
3. CONCRETE AND REINFORCING
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
5) SHOWER HEADS TO HAVE LOW CONTROL DEVICE TO GIVE
SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 30). MAXIMUM FLOW OF C3) THREE GALLONS PER MINUTE EACH.
B. ALL CONCRETE SHALL DEVOLOP NINIMUM CCMFIRESSIIVE STRENGTH OF 2500
6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER
PSI IN 28 PAYS
C. REINFORCING BARS SHALL CONFORM TO A51M A615 AC216 OR 611, GRAPE 40
-1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
2X4 16' O.C. MAX.
---
4. DESIGN LOADS EXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
A I BUILDING CODE 2001 CHAPTER 6
HOFF
2X4 16' O.C. MAX.
ROOF LIVE LOADS20RIDA PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
IF --
A. ALL STRUCTUAL LUMBER SHALL BE 4 SYP. ALL STUDS SHALL BE STUD GRADE OPF.
CALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY 9J ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
SECURE 2X4 \
SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTEDOL SEPARATELY, SEE POCONTRACTOR'S ENGINEERED SHOP DRAWINGS.
t0 WOOD W/2-12d
B. A/C PLATFORMS TO BE 3/4' DECKING.
PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT'
SECURE 2X4
TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
6 -8' O.G. STAGGERED
TO WOOD W/2-12d iv6.
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
10) ALL GLEANOUTS FLUSH WITH GRADE.
6-8 O.G. STAGGERED
FLORIDA BUILDING CODE 2001
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
BT. PLATE
>)
PRIOR TO FABRICATION. IIJ NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
5T. PLATE
-1. GARAGE DOOR RIDGES.
A. ENGINEERED FOR 120 MPH WIND s3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA
CURE 2X4 W/2-3/16' TAPCONS
SECURE
B. DETAIL TO BE SUPPLIED BY GARACsE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION.
OR DRIVE PIN (MIN SHANK 51ZE.145
AFC ��
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
13) FIXTURE SUPPLY SIZES SHALL CONFORM 70 FLORIDA BUILDING CODE
MIN HEAD 51ZE 300
SECURE 2X4 W/2-3/16' TAPCONS
8. ASPHALT SHINGLES 2mml
A. ROOFING TO COMPLY W/ FLORIDA BUILDING GODS 2001
MIN EMBEDMENT 11/4')
OR DRIVE PIN (MIN SHANK SIZI=.145
B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226
14J PLUMBER 70 DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
WITHIN 8' OF EACH END NOT t0
MIN HEAD SIZE 3ID0
MIN EMBEDMENT 1 I/4')
FOU N ®q TI®A 1 A 1®��`+
A V � V S 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE
EXCEED 1O O.G.MAX. 2X4 SOLID BLOGKINCx
WITHIN 8' OF EACH END NOT TO
I. FOUNDATION DESIGN BASED ON 2000 P.SR MIN. ALLOWABLE BEARING BL_QC,K N®TES
SECURE TO SHEATHINGW/
MIN. 2-126 PER BLK EA, END I/2" PLYWOOD
EXCEED 18' O.C.h1AX.
`2X4 SOLID BLOCKING
PRESSURE.
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 G90 AND C145 AND SHALL
SECURE TO SHEATHING W/ 1/2" PLYWOOD
SHOP DRAWINGS WITH AGI 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVE A NET AREA COMMPRESSIVE ST�NGHT OF I900 PSI.
OR 7/16" O.SB.
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR
MORTAR
MIN. 2-126 PER BLK EA. END
3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C270.
" \ $
C� UJ A� W/ UJ D O
METAL ACCESSORIES
AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
FOLLOWING:
��\ I I I A
4. ALL SLABS SHALL BE MIN. 3 I/2' THICK CONCRETE OVER 6 MIL VAPOR A. A5TM Ae2 FOR REINFORCEMENT AND WIRE ANCHOR..
f I I I /`
EXTE I T-t !� �F
BARRIER OVER GLEAN WELL COMPACTED TEFMITED TREATED SOIL. PLAJOINT
B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES.
I
5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT
SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS,.cREW., BOLTS AND NAILS EXPOSED
ALL CORNER5 AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
NORIZ, BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. REQUIREMENTS OF ASTM A90.
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MA50NRY 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.G. 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 HEAD 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 I'TABONARY 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 I -STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.G.
/f
3"-5 RE5AR 2-6TORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL:
CORNERS. USE CORNER 5AR-5 OR BEND RE5AR LAP A I. 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 r,1
IN ACCORDANCE WITH ASTM A615, A616, A611, OR A106. q�
FIN15H GRADE
i
10. FINISH SLAB TO BE 8' ASV. FINISH GRADE
"WIL01, ;*_q4_4b4b4j I me
IMONOLITHIC
BLACK
DETAILS
NOTES
DATE: 9/25/03
SC AT: V4'■I'-0'
SHEET
D4®F 4
I