HomeMy WebLinkAbout234 Belgian Way 02-1606 New SFHPERMIT ADDRESS U—)cLt L- SUBDIVISION
CONTRACTOR D R Horton
6250 Hazeltine Nat'l Dr #102
ADDRESS Orlando, FL 32822
(L107)857-9101
CBC 055300
PHONE NUMBER
PROPERTY OWNER ADDRESS
PHONE PHONE NUMBER
ELECTRICAL CONTRACTOR,
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR'
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
PERMIT # DATE 1Lt
S
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE���
. � i
DESIGN CRITEFZIA:
• FLORIDA BUILDING CODE (FBC) 2001
• OCCUPANCY - RESIDENTIAL - GROUP R
• CONSTRUCTION TYPE - VI
• 2-STORY RESIDENCE: BLDG HGT 23'-6"
SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE:
• SSTD-10
• CONCRETE MASONRY RESIDENTIAL CONSTRUCTION
• WOOD FRAME CONSTRUCTION MANUAL
• WOOD PRODUCTS PROMOTION COUNCIL
• AMERICAN SOCIETY OF CIVIL ENGINEERS
1.
ALLOWABLE UNIT STRESS AND DESIGN CRITERIA:
A.
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318
B.
FLORIDA BUILDING CODE (FBC) 2001
2.
SOIL
A.
NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR
CONTINUOUS WALL FOOTINGS.
3.
CONCRETE AND REINFORCING
A.
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301.
B.
ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500
PSI IN 28 DAYS
C.
REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40
4.
DESIGN LOADS
A.
IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16
ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF
WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR
120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF
PERPENDICULAR TO WALL FACE
(DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1)
B.
BED & BATH FLOOR LOAD:
LIVE LOAD 30 PSF DEAD LOAD 10 PSF
LIVING AREA FLOOR LOAD(EX: LOFT/BNS):
LIVE LOAD 40 PSF DEAD LOAD 10 PSF
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
1 B
WIND LOAD CALCULATIONS
PG
2
1ST FLOOR PLAN
PG
3
2ND FLOOR PLAN
PG
4A
ELEVATION "A" FRONT/REAR
PG
4B
ELEVATION "B" FRONT/REAR
PG
4C
ELEVATION "C" FRONT/REAR
PG
4D
ELEVATION ::D::
": FRONT/REAR
"A
PG
5A
ELEVATION LEFT RIGHT
PG
5B
ELEVATION "B"" LEFT/RIGHT
PG
5C
ELEVATION "CLEFT/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
ELECTR:ICAL PLAN`
PG
7A
ELECTR:ICAL PLAN
PG
7B
ELECTR:ICAL PLAN
I
Jed
wq_vw. drhorton. com
CBC055300
6250 HaZc=,r1tint.=,w -Natic>nal E>rivcm C>r1ancicx, 32822
0(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.
1441, 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
AID
BAKERS
CROSSING
LOT#43
DATE: 6 /4 / 0 2
SCALE: V4881'-01
SHEET
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NOTES
51'M50L
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110V OUTLET
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TE JACK NE
WALL
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AIR COND.
DISCONNECT
WH
WATER HEATER
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FILING LIGHT
TV
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1
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REQUIREDOTO
UPPO T D
INBE SUPPORTED
CE
W/ 60X MARKED
AINS SUCHFOR
i
RECESSED
CAN
VENT. FAN
MIN. 1 CFM
PER 50. FT.
FLOOD
LIGHT
VENT. FAN
W/LIGHT
MIN. 1 CFM
PER 50. FT.
INTERCOM
SPEAKER
2' LIGHT STRIP
200 AMP
/0 ALU. CABLE
METER BASE 4
METER
MAIIN DISCONNECT COMBO
SQUARE D
TYF.
A/C
200 AMP
DISC.
AM P'
INSIDE
PANEL
012 COPPER TO
MAIN
LIGHTS 4 OUTLETS
DISC"
010 COPPER TO WATER HEATER
08 COPPER TO RANGE
UNDERGROUND
--
SERVICE BY
POWER CO.
!--04 COPPER TO 5/8' GROUND ROD
ALSO SERVICE TO BE BONDED TO FOOTING STEEL
2" VTR
ELECTRICAL RISER
I
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO.
/ II
1 1/2" 2 I�
II
/
( 2" II
1 �1 1/2
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211
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211
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\
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AUTO VENT
L�
W40i
TO
MAIN
PLUMBING RISER DIAGRAM
BAKERS
CROSSINi
LOT#43
®®"
MODEL:
99 2 8 719
— L99
BLOCK
9'4"BRG.
Ist FLOOR
ELECTRIC
DATE: 4/12/02
SCALE: V41■1'-0'
SHEET
7 OF 7
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- - - - - - - - - - - - - - - -
)OPT. OWNR.' S W
,_-------------_
ELEVATION C"
I I I I
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F- L— — (TYP) D1 D1
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MIN 3" COVER
5'-8"
\ 22'-4" /
------------------------------------
2 -1 1 _ / 'I
D01VF.L LAYOUT
BAKERS
CROSSING
I LOT#43
MODEL:
BLOCK
9' 4" BRG.
FOUNDATION
DOWEL
PLAN
DATE: 4/29/02
SCALE: V41•1l-®l
SHEET
1 OF 7
BAKERS
�ROSSING
LOT#4-3
MODEL:
79 2 8 If 9 - T 99
BLOCK
9' 4" ]BRG.
LINTEL
SCHEDULE
DATE: 3 /21 /0 2
SCALE: V4101'-0'
SHEET
1 A or 7
3
/ - - - - - - - - - - - - - - - - - 7B
I �
I
`n
N
A
10 N
wi _wr_i v- I VI- fiU Y.
O30(08 DOOR ELEV. "All
W/12 "SL
54"X24" F.C. W/ (2) 25-5H
O1/2 RND A5V. O ELEV.
ELEV. "A"
(2) 25-SH
O54"X30" F.C. O W/ 12"X511X20"-FC; A5V.
ELEV. 11511 ELEV. IIDII
WINDLOAD CALCULATIONS
O5411X1O" F.C3.
ELEV. "c"
O46 "X16 "X24" F.C.
ELEV. "D11
S22
3050-6H 3050-6H
(2) 305O-5H (TEMP.)
W/ 36" C-TOP A5V.
ELEV. "A"
G
(2) 3050-5H (TEMP.)
ELEV. 15"4IICII
S
(2) 305O-5H (TEMP.)
W/ 1211X8"X20"-FCC A5V.
ELEV IIDII
21
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW SEE
AND TYPE
ZONE
W MPH WIND
REMARKS
120 MPH WIND
1
25
3068 DOOR
W/12 "SL
4
20.5/ -22.3
24.3/ -26.5
2
16
54"X24" F.C. W/
1/2 RND A5V.
4
21.2/ -23.0
ELEV. "A"
25.2/ -21.4
3
11
541IX3011 F.G.
4
21.1/ -23.5
ELEV. 115"
25.5/ -28.0
4
4
54"X10" F.G.
4
21.&/ -23.9,
ELEV. "C"
25.g/ -25.1
5
1
46"X16"X24"
F.G.
4
21.5/ -23.6
ELEV.
25.9/ -25.1
6
35
(2) 25-8H W/
36" C-TOP
A5V.
4
20.0/ -21.8
ELEV. "A"
23.8/ -26.0
-1
34
(2) 25-SN
4
20.2/ -26.1
ELEV.
11 11 11 11
5 4C
24.1/ -31.1
8
42
(2) 25-6H W/
-12"X5"X20"
FCC 45V.
4
19.8/ -21.6
ELEV. "p"
23.6/ -25.8
9
24
35-5H
4
20.6/ -22.4
24.6/ -32.1
10
10
23-SN
4
21.5/ -23.6
25.9/ -25.1
11
54
8068 S.Cz.p.
4
19.4/ -21.1
23.1/ 25.4
12
11
25-5H
4
21.1/ -22.9
13
17
25-5H
4
21.1/ -22.g
25.1/ -21.3
14
25-SN
4
21.1/ -22.9
25.1/ -21.3
15
1-(
2-6 pR
5
21.1/ -25.0
OPT.
25.0/ -33.1
16
17
25-5H
4
21.1/ -22.9
25.1/ -2-1.3
1-1
IS
2-5 pR
4
21.0/ -22.5
OPT.
24.9/ -21.1
15
112
CxARAGE
161 X 11
5
15.3/ -21.1
21.1/ -26.3
19
35
(2)3050-SH W/
36" C-TOP
A5V.
4
20.1/ -21.9
123.9/
ELEV "All
-30.7
20
34
(2) 3050-SH
q.
20.2/ -26.1
ELEV.
1511411C,11
24.1/ -31.1
21
42
(2) 3050-SH
W/ 12"XS"X20"
FCx. A5V.
4
19.8/ -21.6
ELEV. "D"
23.0/ -25.5
22
16
3050-SH
4
21.2/ -23.0
25.2/ -21.4
23
16
3050-6N
4
21.2/ -23.0
25.2/ -21.4
24
16
3050-5H
4
21.2/ -23.0
25.2/ -21.4
25
34
(2)3050-8H
4
20.2/ -22.0
24.0/ -26.2
BAKERS
CROSSING
LOT#43
MODEL:
)928 IT eJ- T "
BLOCK
9' 4" BRG.
WINDLOAD
CALCULATIONS
DATE: 4/8/02
SC AT V41 -01
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TEMP.
ch MT.
16'-O" X 1'-0' O.H.
W/12" IDELITE
--------\
------------
------- 25 34
I
Su
18'34 8'-4"
1ST. FLOOR PLAN
ELEVATION -A
(2) 25-SH
13' - 4" I HALFROUND A13V.
I ELEVATION-5
(2) 26-514
ELEVATION-C
(2) 25-SH
ELEVATION-D
(2) 25-SH
W/-i6"Xall X19"
TRANS.
SQ.FT. CALCo'S
LIVING (15T.)
110a
SQ.
FT.
LIVING (ZND.)
11ro4
SQ.
FT,
TOT. LIVING
2a 12
SQ.
FT,
GARAGE
401
SQ.
FT.
ENTRY
21
SQ.
FT_
PATIO
E?4
SQ.
FT.
TOTAL
3340
SQ.
FT.
OFT. LANAI
120
SQ,
FT.
EXTERIOR h" ,45ONRY
WALL 5FCx. HEIGHTS
21-411
1 0�O,�o 1
o
I
25-SH u'
0B5.
wc.
2-4
PKT.
4' - 01I 5'-IID"
b-
OPTIONAL
a OWNER'S
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— a'-o' CLG.
z
0
VANITY OVER
29 1/2" HIGH
KNEEWALL
TU13
=
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LAV.
al'-5"
A.F F.
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1R-iSN
a Fr
� I
OPT. OWNR.' S PATH
ELEVATION
FLR JST OR 2 X 12 �
2 X 4 RE - INFORC ING
EA. 2 X 12 STRINGER
SERCURE W/12d 6 "-5" O.C.
FLOOR PLAN
— — — — — — — — -
Ar
Ar
I
I
I
-------------
(2) 3/4" PLYWOOD RIPS
—(IF NEEDED FOR
SOLID NAILING)
�3/4' <CK PLATE
1 1/4" TREAD
GLUED 4 NAILED.
15R -1.4"
14T 10"
(3) 2 X 12 SYP STRINGERS J
2 X 4 PLATE
STAIR DETAIL
BAKERS
CROSSING
LOT#43
MODEL:
2879
L99
BLOCK
9'4"BRG.
I S T. F'LR
PLAN
DATE: 4/27/02
SCAT V41.1I-01
SHEET
03F
O HALL BATH
Q c0
O HALL BATH
I
g ARCHWAY
/—-------------- ----
I N�
10
DN.
I OPTIONAL cy------- --'�
j BDRM.#5
(CARPET)
_ 13'-4° 2'-10"
II
I I II
(2) 3050-6H (T MP.)
i
I
I
20'-0" 3'-2"
I
I 23'-2"
-------------------------
( )OPT. BD.RM. # 5
- - r- -
I I
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I N �
_ 2' -10"
I I
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I I
I
_ 4"
I
\ - - - - - - - - - - - - - - - --
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23'-2"
9"
305 -SH 305 -SN
EGRESS EGRESS
BDRM.#3
"� (CARPET)
5-0 BE
IR/ISH
�9
IR/ISH
---------
5-0 BF.
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10'-0"
BDRM.#4
cv
5'-01 CI_G.
(CARPET)
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Li
BDRM.#2
5'-0' c!_.c.
(CARPET)
2'-I"
2 G/�
5-m BF.
�p 4-51,4 000 000 \UI
"2 -0 BF.
r LAV. OPT.
LAY.
_' Ik
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XF-A
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ELEV. A45:
4X4 POST TO 44"HIGH
ELEV. C4D:
4X4 POST TO 2X12 5M.
BT �@ 6'-V
(2) 3050-514 (TEMP.)
W1 30" ARCH -TOP ABV.
ELEV. "A"
(2) 3050-SH (TEMP.)
ELEV. "154V
(2) 3050-514 (TEMP.)
W1 12 "XS"X20"-FG A5V.
ELEV. "D"
10'-0"
191, IV
23'-2"
DN.
m
LI — — — — --1— I
ELEVATION "C" WINDOW LOACTIONS
2ND. FLOOR PLAN
1
FL,R JST OR 2 X 12
2 X 4 RE-INFORCING
EA. 2 X 12 STRINGER
SER'CURE W/12d 6" -8" 0.
(2) 3/4" PLYWOOD RIPS
-- (IF NEEDED FOR
SOLID NAILING)
KICK PLATE
17
11 1/4" TREAD
GLUED & NAILED.
15R ® 7.4
14T ® 10"
(3) 2 X 12 SYP STRINGERS)
2X4PLATE
STAIR DETAIL
4
\%-10 ""j
BAKERS
CROSSINC
LOT#43
MODEL:
992879— L99
BLOCK
9' 4" BRG.
2 ND F'LR
PLAN
Eno
DATE: 4/12/02
SCAT : V41=l'-0'
SHEET
3 or 7
BAKERS
-.'.ROSSINI
LOT#43
MODEL:
79 2(979- L99
BLOCK
9' 4" BRC.
ELEVATION
„C„
mmo
DATE: 2/26/02
Sc AT V41EV-0'
SHEET
4 C OF 7
I=
1=
BRG.
1'-Oy
9' 1-4"
FIN. FLR.
2ND FLR.
01—NF
11
FIR.
OFF RIDGE VENT
OFF RIDGE VENT
u
c�
1
OFF RIDGE VENT
TEXTURED
FINISH
LEFT ELEVATION
RIGHT ]ELEVATION
,6 11'-4"
,*,j BRG.
9'-4"
FIN. FLR.
2ND FLR.
V-o"
m'-O" FIN. FLR.
BAKERS
CROSSING
LOT#43
MODEL:
)928 IT 9- T "
BLOCK
9' 4" BRG.
ELEVATION
c>>
DATE: 2/26/02
SCAT.�E: V4101'-0'
SHEET
5 C OF 7
FLOOR FRAMING FLAN
BM. TO BLK.---"
HUGHES NFM 35X12 M
BM. TO POST C2/h16TA-24
POST TO SLAB A5U-66 z
TRUSS PLAN
NOTE:
#CONNECTORS TO BE 5IMP50N U.N.O.
*TRUSS HANGERS TO 5E SUPPLIED 4
ENG'D. BY TRUSS CO.
*TRUSS TO 5LK META-16
*TRUSS TO WOOD MT5-12
2X4 COLLAR TIE
EVERT OTHER RAFTER
2X RAFTER
2-126 EVERT' TRUSS /
1Xf'o NAILER
�z
2X RIDGE } 0
o�
111(o' O.S.B. J 1X& NAILER —/-
OR 1/2" PLY. 2-126 EVERT' TRUSS
CONV. FRAMING DETAIL/VALLEY
KNEE WALL DETAIL@ENTRY
9 ]HIP DETAIL
HEADER SPAN CNARt
51NGLE 5TORY A FLICATION
SIZE
CLEAR SPAN
DBL, 2X(o
DBL 2X8
DBL 2XIO
DBL 2X12
UP TO 5'-4"
5'-4" TO -i'-m"
1'-0" TO Im"-O"
10'-0" AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2Xro
DBL 2X8
DBL 2XIO
DBL 2X,2
UP TO 5'-0"
5'-m" TO &'-4"
&'-4" TO V-m"
8'-0" AND OVER
4X4 POST=(2)2X4'8 NAILED WITH 126 6"-S" O.G. STAGGERED
4X6 POST=(3)2X4'6 NAILED WITH 126 (o"-S" O.G. STAGGERED
BAKERS
CROSSIN(
LOT# 43
MODEL:
BLOCK
9' 4" BRG.
TRUSS
FRAMING
PLAN- AS
(-DATE: 2/26/02
S c ALE: V4' ■ 1'-01
SHEET
6 C OF 7
I
I � I
L--�— t
LIGHT 4 SWITCH
W/ OPT. DOOR
W
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
SYMBOL
DEMNITION
NOTES
110V OUTLET
4' LIGHT 5TRIP
I
IIOV OUTLET
1/2 OF OUTLET
WIRED TO
SWITCH
FLOURECENT
LIGHT
WRAP AROUND
GFI
110V OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
_
2' FLOURECENT
- - - - �
4' FLOLlRECENT
220V OUTLET
®
PANEL
WP.
GFI
EXTERIOR
WATERPROOF
OUTLET
METER
OS.D.
SMOKE
DETECTOR
BATT. SACK -UP
W/ INTER-
CONNECTED
!!��
SWITCH
SWITCH
3-WAY OPER
PENDANT
LIGHT
�}
SWITCH
4-WAY OPER
.
TELEPHONE
JACK
n
YMOUNTED
WALL
LIGH
4/C
�
AIR COND.
DISCONNECT
�y
(M)
FILING LIGHT
nLUH
WATER HEATER
DISCONNECT
TV
TELEVISION
JACK
i l
yP
VAPOR PRO
LIGHT
CEILING
FAN/LIGHT
CEILING Rox
REQUIRED TO
BE SUPPORTED
IN ACCORDANCE
W/ BOX MARKEp
AS S FOR
INS C tIoN
E
col
REGESSEp
CAN
VENT. FAN
MIN. 1 CFM
PER 5Q. FT.
FLOOD
LIGHT
VENT. FAN
W/LIGHT
MIN. I CFM
PER SQ. FT.
INTERCOM
SPEAKER
000&2'
LIGHT STRIP
200 AMP
METER BASE 4 METER
MAIN DISCONNECT COMBO
SQUARE D
200
AMP.
MAIN
DISC.
(0 ALU. CABLE
TYT'.
200 AMP
INSIDE
PANEL
CE
POUJEI R CO. I I I! -ALSO SERVICE 70 BE BONDED O FOC
ELECTRICAL R
NOTE:
ELECTRICAL MATERIALS AND INSTALLATION.
COMPLY W/ APPLICABLE PROVISIONS OF T{
ELEC. CODE, LOCAL CODES, AND THE LOCH
211
COACH — — — — — — COACHcp
U
L IGHT LIGHT
_ WP.
------------ GFI
15'1'. Fl R. ELEC1'RICAL PLAN
NOTE:
,ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARC FAULT.(NEC 210-12)
A/C
D 16C.
012 COPPER TO
I Ir UTA ! (111T1 CTA
LIGHT 4 SWITCH
W/ OPT. DOOR
J
(1)OPT. OWNR.JS BATH
ELECTRICAL PLAN
r\
2� \
nr\ r 311 VTR
TO
MAIN
PLUMBING RISER DIAGRAM
ITCHEN
INK W/
CO VENT
BAKERS
CROSSING
LOT#43
MODEL:
792879- L99
BLOCK
9'4"BRC.
1st FLOOR
ELECTRIC
DATE: 4/12/02
SCALE: V41.i'-Ilv'
SHEET
7 OF 7
BAKERS
--'.ROSSINI
LOT#43
MODEL:
BLOCK
9'4"BRG.
2nd FLOOR
ELECTRIC
MEMO
DATE: 4/12/02
SCALE: V41011-0'
SHEET
7 AOF 7
1/2" X 9" A.B. 3 2 " O.C.
6"X6" #Isa W.W.M. 6" EMBEDMENT MIN. 6" EMBEDMENT 1/2" X 9'
N UJ!-{EN UPLIFT FROM ROOF ANCHOR 5OLTS AT 3' O.C. N
2 ASV. CONC.
c�
GONG. SLAB z 6"X6" #IID W.W.M. 4°
8
2 #5's GONT. 411
(2) CONT. 05 REBARS I'-4" L fY 1'-011
La
} CONC. SLAB „ 1-0„ 11.. 4 I
3 #5's CONT. 4 I `� _ _
m ° ° THICKEN EDGE
TYP. WALL SECTION INTERIOR BEAiRING I.UAL.L m IID 2-#5'S ON CHAIRS �- GARAGE CURB STOP
INTRIOiR BARIN WALL 2-STORY
BLK. SINGLE STORY (i)-NOTE: FOR FLOOR BEARING WALLS 2
DO NOT INSTALL CONNECTORS. NOTE: FOR FLOOR BEARING WALLS WOOD FRAME FOOT INCH
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" HEAD OF GARAGE �-#5 DOWEL BAR(ONE SIDE #5
CV4RIES WITH SLOPE) I DOWEL BARS #5 DOWEL BARS
(VARI ES WITH SLOPE) E
OF DOOR IF NEEDED) [DIM � DIM VARIES -i 5/8" I � DIM YAI�f ES
9" ANCHOR BOLTS AT 3' O.G. 9" ANCHOR BOLTS AT 3' O.C. 7 5/S" CI B 6"X�" #lID W.W.M. 1 5/8" CURB N &"X6" #IID W.W.M. CURB (v'X6" IID W.W.M. (3) 5 ROD'& EA. WAY ON g GMU
MIN 6EMBEDMENT � � # # It
ONLY IF UPLIFT ON WALL I
MIN 6' EMBEDMENT EXTEND 1 1/2" F- CHAIRS (MIN. 3' COVER)
6°X6" #IID W.W.M. & "X6' #IID W.W.M. 4
RECESS /2" } '-"-"�-�-'' c0 "
O - SLIDING DOOR TRACK
- m u 1 2-#5'5 ON CHAIRS U o�0 (3-5'5 W/2-5TORY) c-�- m
° 2-#5'5 ON CHAIRS m SLOPE CONC.
m SINGLE
(3-5 S W/2-5TORY)-
#5 I _g 3 #5'S ON CHAIRS STORY STORY 21-IDI' 1 1/2° TO FRONT(1/411-1/211)
2 S ON CHAIRS I -8J�
TWO I -8 24"X24" EXT. PAD 9 1/2"
IN61DIE FTG. AT GARAGE STEP-UP STORY TWO
GARAGE SERVICE/POOL STORY
fNSIDE FTC. AT GARAGE STEP-UP 2-STiORY BEARING WALL C>ARAC-rE CURB GARAGE CURB
1-STORY BEARING WALL DOOR RECESS 0 SLAB AT SL. GLASS DOOR
CONC. SLAB OVER CLEAN, #5 REBAR SET IN 2000
COMPACT TERMITE TREATED PSI EPDXY 25' MIN. ASV. TOP CORD BLOCKING AT 4'
L, ro MIL. VS. VAPOR I SLA15/6" MIN. EMBEDMENT O.C. MAX. IN FIRST 2 FRAMING
6 "X6 " #10 W.W.M.
�v Z "X6" #10 W.W.M. SPACES AT EACHEND.
GARr�GE SLAB N -
m I RAFTER OR TRUSS NAILING SCHEDULE ALL NOTES IN REFERENCE
�►---�- ROOF SHEATHING LAYOUT ROOF SHEATHING = TO FLORI�A BUILDING
° ° ROOF DI AND ENDWAL L BRAG ING Q USE�6' O.5.5.OR 1/2' PLY WITfH 19 GUN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGES AND -8 GUN NAILS AT W O.C. AT O O O�
GURP WALL 8" GONG. DRIVEWAY - a FOR GABLE END FRAMING INTERMEDIATE SUPPORTS. AL&O SEE DETAIL.
GARAGE 3 #5's CONY. P. RETROFIT FOR ALL
BEY P,4G OMITTED FOUNDATION DOWELS Z ROOFSHEATHINGTOGABLEEND.C. E
I'-8" 31, MIN. COVER IA Q USE 10 SITE PLAN NOTES
� EXTERIOR SHEATHttJG
USE l/16' 0.89. OR 1/2' PLY WITH -8 GUN NAILS AT W O.C. AT
V V :3 PANEL SIDES AND 'e GLN NAILS 4' OG. TOP J 50TTOM
PANEL AND re GUN NAILS AT W O.C. AT IJ LOWEST SLA5 AT LIVING AREA SHALL BE MINIMUM IS' ABOVE
INTERMEDPPORTS. ALSO SEE DETAIL. IATE SU
G R DOOR BUILDINCx LENGTH � GROWN OF FRONTAGE ROAD OR As NOTED ON PLANE.
y� NOTE: GUN NAILS SHALL BE PERMITTED A9 AN 2) UNLE55 OTHERWISE NOTED, THIS BUILDING 16 NOT INTENDED TO BE
11 OIN I 2 -STORY FOO INC; ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FIN15H FLR. ELEVATION
NAIL REQUIREMENTS ASV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
OF FINI.AU FLOOR AI AB WITH N NED ANM AFAI PM RI IG]vCY
SIZE
I HEAD
LENGHIT
DIA.
TEN51L BTR
3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL C05Eb, REGULATIONS
AND RESTRICTIONS HAVING JURISDICTION.
4) ALL ON-51TE DRAINAGE SHALL BE DIRECTED BY 6WALE6
OR OTHER 8Y5TEM8 TO AN OFF -SITE DRAINAGE FACILITY.
6d
ROUNDMODIFIED
OR T
1 1/8'
113
1 1-10,000
10d
2 I/8'
128
110000
#gd GUN NAILS '�
NOTE: NAILS
4 TOOL A5SOG ATER TIION INT.
I/ LAIVLACL:AI IIK3 IKKICSATION BERMING, ETC. SHALL CONFORM TO LOCAL
CODES, RESTRICTIONS HAVING JURISDICTIONS AND
BUI
POURED LENTIL
TOP 4 BOTTOM EDGES II O.C. IN Ff ELD
GENERAL NOTES
6EECCTED BY DER
6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK I$ TO BE
'
CONT.
I `
II
w
1. DE51GN AND LOADING
PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
•
r.e,
e
2X WALL FRAMING
Q Q
A. ALLOWABLE UNIT STRESS AND DBSING CRITERIA:
I. BUILDING CODE REQUIRMENT5 FOR REINFORCED CONCRETE ACI 318
PLUMBING NOTES
(3) 1/2'X9" ANCHOR BOLTcJ
TO BE M LLI:'
* i�CID
I OU I SIDG I-�AR -1
W
- UJ
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP)
4. WIND IMPORTANCE FACTOR (U
I) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
AS APPROVED
0" GMU FILLED ,';''�,
MIN. 6' EMBEDMENT
✓ REBAR I
Q
LL Z u
5.WIND EXF'O6URE'B'
BY THE BUILDING OFFICIAL.
•'P „
DELL (TYP.) .., >
W/ 211X2'IXI/8 WASHER AND
I CON-1 INUOU.S Z
Z Z Z O
6. INTERNAL PRESSURE CO -EFFICIENT +18 THRU -18
2. SOIL
2) WATER LINES SHALL BE CPVC.
NUT SPACED EVENLY FROM
o.
'� � � @
� � �
A NET ALLOWABLE 601E BEARING PRESSURE USED IN DESIGN 2000 PSI FOR
coNTlNuou6 WALL FOOTINGS.
3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
(SCHEDULE 40), INSULATED WITH 1/1' AP'IAFLEX.
EXT. FRAME WALL TO
FLOOR TO BOND BEAM. SET
`t�
::: r :: v u
U (a
3. CONCRETE AND REINFORCING
4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
BLOCK WALL CONNECTION
A
IN JOINTS PRIOR TO FILLING.
C!J O p p I I /�
= TYP. EXTERIOR S H E AT H I NCB
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 31& AND WITH
SPECIFICATIONS FOR 6TRUTURAL (CONCRETE BUILDING ACI 301.
5) 5HOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
(SLEEVED ANCHOR IN SOLID
-
B. ALL CONCRETE SHALL DEVOLOP' MINIMUM COMPRESSIVE STRENGTH OF 2500
61 IN 25 DAYS
POUR ACCEPTABLE RETROFIT)
#
/� p r
ATTACHMENT FOR ROOF SHEATHING; IN�
C. REINFORCING BAR& SHALL 024FOR'1 TO A51M A615 A616 OR 611, GRADE 40
6) HOSE BIBS TO BE PROVIDED WITH BACKFLCW PREVENTER
�25" MIN. LAP
TYP . REBAR LAP @
@
NOTE.,
4. DEBIGN LOADS
A. IN ACCORDANCE WITH FLORIDA BUILDING COPE 2001 CHAPTER 16
1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
��••
COR G RS
- • • - • • • • • • • • • •
IWII }�
WHEN G L U E D TO ROOF M E 1 I B E R
ROOF LIVE LOADS OF 20 PBF
8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
BE SELECTED
GROUTED
BY OWNER FROM BUILDER'S OFFERINGS.
BOND BEAM -
2 -#5's RE13AR 1 STORYA.
(0"-0"S�/ 0 E pG E �! S+ 4 I o " - 1 2 " I N F E I L D
5. LUMBER
ALL STRUGTUAL LUMBER BHA" BE: "2 5YP. ALL STUDS SHALL BE STUD GRADE SPF.
9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
TIE TO HORZ. BARS
LLI
3 -#5'& REBAR ,@ 2 STORY
(ALL LUMBER EXP05ED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MA50NARY
SHALL BE PRESSURE TREATED)
SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.
PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'A8-13UILT'
1_J l
8' MIN. EMBEDMENT
(� O
TYP. EXTERI OiR SHEATHING; ATTACHMENT
6 TRUSSES
RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
*,
u
FOR SHEAR AND UPLIFT
A. PRE-ENGINEERED WOOD TRUBSE6i SHALL BE DESIGNED IN ACCORDANCE WITH
FLORIDA BUILDING CODE 2001
10) ALL CLEANOUTS FLUSH WITH GRADE.
HORZ. REINFORCING
VERT. RE INF.
(O.S.B. TO BE STRUCTURAL GRADE)
TRUSS MANUFACTURER SHALL SUBiMIT SIGNED AND SEALED DRAWING6 FOR APPROVAL
PRIOR TO FABRICATION-
11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
(0II HOOK
IN GROUTED
CONNECTORS FROM PLATE TO STUD TO PLATE
I.RIDGES.
A. ENGINEERED FOR 110 OR 120 MPH MIN. WIND LOAD. (PER WIND MAP)
12) SIZE AND LOCATION OF CLEANCUTS SHALL CONFORM TO FLORIDA
PLUMBING CODE CURRENT EDITION.
GELL
ARE NOT REQUIRED EXCEPT AT OPENINGS
B. •'ACs
. DETAIL TO BE SUPPLIED BY GARE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
13) FIXTURE SUPPLY SIZES SHALL CONFORM To FLORIDA BUILDING CODE
'
#86 GUN NAILS
6. ASPHALT SHINGLES
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001
2001.
cn 1211 O.G. IN FIELD
B. SHINGLE STANDARD A6TM p-225, IUNpERLAYMENT TO BE AbTM p-226
14J PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
to
FOUN1DATION NOTES
16) ALL WATER CL05ET5 SHALL BE WATER 5AVING Ib GALLON FLUSH TYPE
FOR GROUT
''' '' '•' CLEANOUT RL IaTD
", ' ' '
A I N O A (ON
Q
1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING
BLOCK NOTES
_ •N,
ti *!
• •
5 FT. UNLESS
PRESSURE.
1. CONCRETE MA50NRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT
MASONARY IN ACCORDANCE WITH A5TM C90 AND CI45 AND SHALL
HORZ. REINFORCING
>
W FOOTING pWL IS
4 a :
Z U
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED
HAVE A NET AREA COMMPRESSIVE STRENGTT OF IWO PSI.
MORTAR
(o 11 NOOK
_Z
NOT REaID.
POURED LENTIL
0
To ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR
1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH A5TM C210.
METAL ACCESSORIES
�`
CONT. (TYP)
' "-''
Z
-
3. CONCRETE 20 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM
AGGREGATE
I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
FOLLOWING:
NORIzONTAL/VERTICAL REINFORCING
c(1
,tt
v
A. A5TM A82 FOR JOINT
AND WIRE ANCHORS.
C
a SIDES:
PRE -CAST HUR.
ff) @
#
4. ALL 6LAB5 SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR
BARRIER OVER CLEAN WELL COMPACTED TERMTTED TREATED SOIL.
REINFORCEMENT
B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES.
2X6 GARAGE DOOR BUCK W/
" °
(3) 1/2 X9 ANCHOR BOLTS
!� t-� !� t
T"rI . FLOOR DEC<[N�
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, SCREWS, BOLTS AND NAILS EXPOSED
DIRECTLY TO THE WEATHER OR SUBJECT To SALT CORROSION 6HALL
K� EMBEDMENT
ATTACHMENT TO FLOOR JOIST
ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERY. DOWELS TO
HORIz. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25 ,
BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
REQUIREMENTS A5TMRAL- A90.
W/ 2 "X2 "X1/S WASHER AND
e. "d
EA. SHEET TO B E CLUED AT ALL
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD
MASONRY WORK GENERAL:
N
1. ALL MORTAR JOINTS FOR HOLLOW MA50RY UNITS SHALL EXTEND THE
S11 CMU FILLED NUT SPACED EVENLY FROM
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2"xl/S'
FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MA50NW
CELL (TYP.) FLOOR TO GARAGE DOOR NUR.
EXPOSED JOIST
AT V O.C. STARTING AT a' OFF EACH CORNER
MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
2. BED AND HEAD JOINTS &HALL BE 3/8' THICK.
- IN JOINTS PRIOR TO FILLING.
i. DESIGN LOADS: IN ACCORDANCE W/FLoRIDA BUILDING CODE 2001
ROOF LIVE LOAD. 20 PSF
3.. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
(SLEEVED ANCHOR IN SOLID
WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001
JOINT REINFORCEMENT, W ADDITONWHEN MASONARY UNITS ARE LAID TTO VERTTI ACK BONAL REINFORCEMEN9 GAGE T
POUR ACCEPTAE3LE RETROFIT)
PER WIND MAP.
SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I&' O.C.
0. FOOTING REINFORCING SHALL BE 2-05 RE5AR5 I -STORY,
REIINIF RGING STEEL, GENERAL:
1-2X(o PT BLOCK 0 CENTER OF
30-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND
� 1?.EINFORCING STEEL SHALL BE NO.5 BARB.
,1 "
DOOR HEADER WKI) 1/2 XS A.B.
CORNERS. USE CORNER BARS OR BEND RE15AR. LAP A
'J 2. Vj4EN 2 BARB ARE IN THE SAME CELL THEY MAY BE BUNDLED.
W/ 211X2 "XI/5 WASHER AND
MINIMUM OF 25.
9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW
3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'.
4. R.EINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
r 'ACCORDANCE WITH A5TM A615, A616, A611, OR A106.
Y
FINISH GRADE 0 �
10. FINISH SLAB TO BE 5' ASV. FINISH GRADE
l_
SUB/DIV
LOT#
MONOLITHIC
BLOCK
DETAILS
NOTES
(-DATE: 4/16/02
SCALE: V4'-I'-m'
SHEET
DI OF 3
2X4 SUB -BAND
CHASE GROVES,WAVERLEE WOODS 2X4 SUB -RAND HURRICANE STRAPS 2X4 SUB -BAND
FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE (:2;ROVES,WAVERLEE WOODS 2"X4" BLOCKING
2X(o 6U8-BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS METAL LATH
LAKE KEHOE,CYPRE55 HEAD 2X(o 5U8-B(o AND @ 2XSUB-BAND
ALOMA WOODS LAKE KEHOE CYPRESS HEAD LAKE KEHOE,C;YPRE55 HEAD 4'-0" O.C. MAX
WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS ROOF TRUSSES ALOMA WOODS AS SHINGLES
WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER Illro' 05 OR �/a" TEXTURED
ASPHALT SHINGLES. /1�" OSB SHEATHING 1/2" PLYWOOD FINISH
OVER #15 FELT / R-19 INSULATION METAL DRIP EDGE •-
-1/1(oOSB. SHEATHING FIBERGLASS SHINGLES _ R-19 INSULATION OR 1/2 PLY. W/ 15 FELT
OR 1/2" PLY. ON #15 FELT OVER ! 3/4" T � G PLYWOOD 2X4(CONTJ
HURRICANE STRAPS 1/16 OSB. SHEATHING
(SEE TRUSS PLAN METAL DRIP EDGE SEE TRUSS ENG. -� ROOF TRUSSES � TO BE GLUED
� FOR PROPER 24" O.C. � NAILED
FOR CONNECTOR) 1/2" CLG. BOARD 4 TEXT. 2X4 SPF STIFFBACK AT BRACING 2Xro P.T.IGONTJ
2X4 DOUBLE PLATE CTYP.) LL UPRIGHTS OVER 4'-lm"
1/2"X
METAL DRIP EDGE (1,*5 CONT. 9" ANCHOR BOLTS
00, ALUM. FINISHED VENTED SOFFIT SILL ENG. GABLE TRUSS MIN. �" EMBEDMENT
1X2 FURR STRIPS EE TRUSS PLAN FOR CONNECTOR W/2" WASHERS.
ALUM. FINISHEP VENTED SOFFIT U1/2 CLG BOARD 4 TEXT. 7/8" TEXTURED FINISH
AT 32" O. C. MAX
a" LINTEL BLOCK FILLED ° ° 1/2' DRYWALL ALUM_ WINDOW OVER #15 FELT OVER
SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) 1/16" O.S.B. SHEATHING R-19 INSULATION
PRE -CAST LINTEL -1/S"TEXTURED FINISH ON
S FELT BARRIER OVER 3/4' T 4 NA LED OD OR 1/2' PLY. cMU'S
B HEATH ING OR 1/2 PLY. _ TEXTURED
ALUM. WINDOW -1/i6" oS
SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-m" \ FINISH
FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS ZX PLATE SECURE 1/2" CLG. BOARD TEXT.
PRE -CAST SILL SEE FRAME PLANS TO pBL TOP PLATE W/ TUJ0 STORM'
1/2" DRYWALL 2X4(CONTJ FOR JOIST TYPE LAG BOLTS 3/0 X 5' 2X4 DOUBLE PLATE (TYPJ
2X& P.T.(CONTJ 32 O.C. MAX OR SIMP50N
a" CMU R-4.2 INSULATION 1/2"X9" ANCHOR BOLTS O (1)#5 CONT. HTC-4 32' O.G. MAX. SEE TRUSS PLAN
FOR HDR SIZE
MIN. 6" EMBEDMENT 1X2 FURR STRIPS ,L`�I�� DETAIL
1X2 P.T. FURRING STRIPS W/2" WASHERS. AT 32" O. C. MAX ALUM. WINDOW
TEXTURED FINISH I/4" WOOD BASE SEE FLR./ELEV FOR DES. SILL
8" LINTEL BLOCK FILLED 10 ° 1/2" DRYWALL
1/1(o" 065 SHEATHING WOOD BASE (TYP.)
PRE -CAST LINTEL OR 1/2' PLY. UNDER
Q FELT BARRIER PRE -FAB TRUSS
_Z � ALUM. WINDOW 2X4CCONTJ 1/2" CLG. BOARD 4 TEXT.
v ro"Xro" #IUD W.W.M_ SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS
OR FIBER MESH
4 —j/
REINFORCEMENT PRE -CAST SILL — 2Xro P.T.(CONT.) "*� 5P-4 32" D.G. STUD 2X4 DBL. TOP PLATE
CONC. SLAB OVER CLEAN, 1/2"X9" ANCHOR BOLTS 1/2" CLG. BOARD TEXT 1/2° DRI�UJALL pr COMPACT,TERMITE TREATED MIN. ro" EMBEDMENT O (15 GONT_ r
w z w SOIL OVER to MIL VIS. VAPOR W/2" WASHERS. AT 32" O. C. MAX
} — } 8 CMU a' LINTEL BLOCK 2X4 WOOD STUDS
N 0 U 1'_4" 2 #5 CONT. BARRIER,W/&X(o 010 WWM (FILLED) IX2 FURR STRIPS 2X4 CONT. STRESS O.C.
TEXTURED FINISH 1/4" BLOCKING MID -WALL
WOOD BASE (TYP.) PRE -CAST LINTEL "' ° ° 1/2" DRYWALL
0 0-
2X4 PT. PLATE
SP-4 32" O.C. 0 STUD 1/2 "Xg" A.B. 32" O.G.
4 ALUM. WINDOW " EMBEDMENT
T�'P. WALL S�CTf ON 0 SEE FLR./ELEV FOR DES. (WHEN UE'LIFT� 6
SILL o
BL< I - STORM' O O WOOD BASE CTYPJ
"X�o" #lm W.W.M. PRE -CAST SILL _ CONC. SLAB 4"1 4" z u
Z (k 3 #5's CONT OR FIBER MESH CONC. SLAB 2 ma's CONT. -°
w z w RE INFORCEMENT =
} } l -g„ a" CMU (o MIL VIS 1'-4" m
O m O VAPOR BARRIER
TEXTURED FIN15H 1/4° INTRIOiR BEAiRf1�1G WALL
ASPHALT SHINGLES OVER ro
�'', WALL SECTION
NOTE- FOR WALLS W/FLOOR LOAD ONLY
#15 FELT ON/1�" O_S.B. 2 "X4" BLOCKING 2 C c0 DO NOT INSTALL CONNECTORS.
SHEATHING OR 1/2" PLY FIRST TWOBAYS 2 - STOR,I' -q
4'-0" O.C. MAX ,
METAL DRIP EDGE ■— 61IX&" 1110 W.W.M.2X4 DBL TOP PLATE
O OR FIBER MESH
2X4 SUES -BAND REINFORCEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG.
FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS (X
LA : KEHO ,C (SEE TRUSS PLAN) � w z w (3) #5's CONT.
LAKE KENOS CYPRESS HEAD BRACING } � }
ALOMA WOODS ROOF TRUSSES pBL. TOP PLATE = U - O
WRAPPED/ALUM FINISHED FASCIA 24" O.G. CRIPPLE STUDS FIRST FLOOR BL.00fG 1/2 DRY WALL
ENG. GABLE TRUSS R-19 INSULATION 2X4 SPF STIFFBACK AT low SECOND FLOOR FR,41„IE
-I/1(o" O.S.
ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX
(SEE TRUSS ENG. FOR SIZE)
-I/a" TEXTURED FIN15H HEADER (SEE PLANS)
OVER 150 FELT OVER / " O 4 TEXT. ffT-PRE -FAB TRUSS 2X4 PT.
O.S.B. SHEATHING 2"X4" NAILER CONT, BT. PLATE
OR 1/2" PLY. 1/2 CLG. BOARD 4 TEXT. TEXTURED FINISH
(2) LAYERS, Illro 2X4 DBL. TOP PLATE ON GALV'D. META 1/2" X 9" A.B W/
SF-4 32" O.C. STUD ,; .orr` MIN. (o' EMBEDMENT
O.S.B.SECURE EA, LAYER LATH OVER TYVE
° W/2 ad,s 8 -12 O.C. -�.- HDIR. STUD(S)/JACK(S) -. 1/2 DR1'UJALL 32DIA. A5HER
2x4 P.T. PLATE W/ " " �� OF #15 FELT • • w:•
1/2 "X9" ANCHOR BOLTS MAX. ';, .MAX
MIN. 6" EMBEDMENT SI - " O.C.MAX LSTA 12 2X4 WOOD STUDS 115 REBAR CONT.
W/2" DIA. AT 32" O. C. STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS '�1(0" O.C.
SECURE TRUSS TO 2X6, W/ KING STUD(5) 5P-4 BLOCKING MID-I.UALL ,r„!r•
" +',L.:•r
12d la 6 -8 TOP 4 BOTTOM) CONC. FILLED LINTEL 3/4 TAG SUBFLOOR
PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)#5 ROD I GLUED 4 NAILED
4' O. C. -a EDGE j •r
KJ" O. C. 'w IN FEILD J+��A ti•1
all cMU FL-R. JST. SIZE SEE FRAME PLAN
TEXTURE FINISH 1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4'
R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. BOARD 4 TEXT.
1/2' DRYWALL _ _ _ _ _ _ _ _ _ _ _ _ _ let FLR. STUD 2X4 DBL. TOf= PLATE 1.000DR1 I
FAE TO BLK.
—I M5TA-3& 32" O.G. 1/2" DIRT WALL
2X4 WOOD 5TUD5
II II I 2X4 COW. 5TRE55 WOOD BASE I I I I I I BLOCKING MID -WALL
I II II
NAIL PER SCHEDULE/
2X4 PT. PLATE
C I I 1 BOLT PER FND. PLAN SP-4 32" O.C. a)STUD 1/2 "X9" A.B. 32" O.C.
MIN. 6" EMBEDMENT
c0 L W — F. Z
6 "X(o" #10 W.W.M. IF CONC. SLAB w__
OR FIBER MES- JL
H 4" 4" 2Xa RIDGE 2X4 COLLAR TIE /—O} O
REINFORCEMENT T1'P EXTEiRIOR OPENING IN FRAME CONY. - - EVERY OTHER RAFTER %
w Z w 4
2X(o RAFTS 0
Np= 0 } m
U m U 2 #5 CONT.
u
m
T"I'P. WALL SECTION
2-126 EVERY TRUSS INTERIOR 3-126 RAFTS BEARING WALL IX(o NAILER 3-126 TO NAILER .
NOTE: FOR FLOOR BEARING WALLS {
DO NOT INSTALL CONNECTORS.
O S B 1X8 NAILER
OR 1/2" PLY. 2-12d EVERY TRUE
BLK. 1-SToR'r (GABLE) 1„IINIM�IM WALL AND �EADE� `����
STUD R OlJ I R 1 I NTS
CONS. �R,4MIING D�TAf �/�AL��I�,�I'
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0" TO
g'—m.
4'—II 1/2'
7'—Il 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL. LENGHT STUDS
1
2
AT EACH END OF HEADER
I
I3
SUB/DIV
I LOT#
MONOLITHIC
BLOCK
DETAILS &
NOTES
(DATE: 4 /15 / 0 2
SCALE: V4'=1'-f)'
SHEET
D 2 or 3
3
r
�4
r
0
0
# 1000 UPLIFT F—)5l—.. SOP PLATE
5IMP60M MTS-12
W11 lOd TO TRUSS PRECAST HEADER = 3/4" FURRING STRIPS
AND (2)1/4" X 1 3/4' (L/
TAP CONS TO CONT IX PT. NAILER TO BE SECURED u1 q
POURED LINTEL (T-NAILS OR 4d CUT z } IX PT. NAILER TO BE SECURED 2X4 10"O.G.1„1,4X,
NAILS ACCEPTABLE) UJ/ TYP. FASTNER 8' O.G.
(T-NAILS OR 46 CUT
# 2000 UPLIFT " �- NAILS ACCEPTABLE)
7/16 OSE3 SHEATHING m (Y �Z
(2)SIMP5OM MTS-12 uz SECUR�—= 2X,4
ONE EA. SIDE OF TRUSS PRE-�NCxINEERED TRUSS 2X4 BLOCKS U`� -q� 7/16" OSB SHEATHING TO BE TO WOOD W1126 � -A w ATTACHED TO IX PT. W/ 1 1/2'
OPPOSITE SIDE OF BLOCK -1 n u
UJ/i IOd TO TRUSS CMU WALL 7 Q t2 3 STAPLES/ 8d COMMONS 6' O.C. -gO.C. ST,4CC��1� D
AND (2)1/4' X 1 3/4" Z D Z
TAP CONS TO CONT OPENING w m 2X4 BLOCKS SECURE 2X4 5T. PL,4TE
POURED LINTEL 10 O 3/4" FURRING STRIPS TO BLK. W/06 CUT NAIL Oil
I� BEVELED IX2 TO BUP TO 8'-0'
E SECURED = z 2 1/ II T-NAIL &II -8II O.C. �1�CT—fUJt--t I
Ix rCONTINUOUS BOND BEAM UJ/ T1'P. 1=ASTNER S" O.C. 1/2' GYPSUM BOARDIN
(T-NAILS OR 4d CUT BEVELED 1X2 TO BE SECURED
TAP CONS NAILS ACCEPTABLE) W/ TYP. FASTNER 8" O.C.
MIN. 2" COVER (T-NAILS OR 4d GUT 2X4 SOLID �LOCKINC-r
2" APART PRESCAST SILL NAILS ACCEPTABLE) SECUFRE TO SI--IEATNINCs UJ/ 1/2++ PL T-WOOD
PRECAST SILL 8 CMU WALL1„1IN. 2 —a6 PEF�, 5L< EA END OfR 1/1r0" 0.5.5.
TRUSS ANc�4Of;;�,, D E TA I L. = i;PE Ti;POF I TX lOfR AfRCHWA�-
PfRONT E LU- SIDEyI E LU-
9' MIN.
LESS THAN 10'
REQUIRES
1' NOSING
FIN15H a LANDING
3/4' PLYWOOD FF.
2X4 BE TO 2X4 BLK W/2-12d
SECURE TO BLK W/ META-16
3/4' PLYWOOD `
12 " Z F — — 2X4X4' SECURE TO TRUSS W/ 3-126
DBL 2X12 FINISH w LANDING _ �' I 6'-a' O.C. MAX TYP.
2XI2 TREAD 3/4' PLYWOOV F.F. 0
CUT TO FIT
FLOOR J015T DBL. 3/4' PLYWOOD - N. ` 1
IXS RISER Z I . - __ u
DBL 2X6 I" NOSING TYP. — m
__ e
f HAND RAIL - 2x4 BLK SECURE THRU TRUSS W/3-12de
LESS THAN 4" TYP.
3/4' PLYWOOD BETWEEN SPUNDLES 36" MIN. FINISH
- - _ • PER ENG'D TRUSS 24�-o.G. MAX
WITH 4 160
- -
l"�
COMMONS NAILED-
THRU 3/4" PLYWOOD
NOTE: INTO EACH STRINGER 1/2' DRYWALL I' - 0'
STAIRS RISERS TO CONFORM
STAIR WIND D TA 2'
m
TO SBCCI 1112-1112.-1
IXIO TRIM '''.: 21-0- EXTENSION -a .Q T SERVICE DR.
1' NOSING TYP,
3/Iro" MAX. VARIATION IN RISERS/TREADS
_ .--
L ANDINGr DT AIL
ADJACENT TO EACH OTHER
3/8" MAX. VARIATION IN ANY RISER/TREAD
r
HANDRAIL CIRCULAR CR055 SECTION DIA.
TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRASPABILITY
WINDERS- MIN. 6' WIDE m NARROW END
MIN. 11' WIDTH 9 12' FROM NARROW END S T,41 FP,, SECTION DETAILS " 15 FELT ON 7/16' O.S.B.
34' MIN. HANDRAIL HGT. I
(2) 2x4 "2 ND SYP DIAGONAIL BRACE
TO COVER 5-TTRUE75E6 DIAGONAIL BRACE
SP SHINGL S OVE
ASPHALT SHINGLES OVER 2X4 BLOCKING FIRST 2 BAYS
" 15 FELT ON 7/16' O.S.B. AT SHEATHING SEAMS
(2) 106 NAILS EA END
TO TRUSS
(2) 2X4 02 ND SYP DIAGONAIL BRACE 2X4 SYP STIFFBACK
W/ COVim ER SATRUSSE ( DIAGONAIL BRACE AT ALL UPRIGHTS
OVER 4 -10
IX2 PT.TOP OF 50X 5P4 OR H-5 TOP PLATE TO STUDS USE d N SHEATHING
2X4 5LOCKING FIRST 2 BAYS 4' o.c. EDGE 4 6' o.c. FIELD
DBL. TOP PLATE USE Sd NAILS AT
2'-0it 9 ' ABV. 10'-0' LEVEL TO ROOF 2'-S-I/2'
N i I
2X4 STUD OR 2'-0' ABV. HIGHEST RIDGE WIITHIN 2'-0' - AT SHEATHING SEAMS 2X4 W/ 3/S' x 5
0 (2) I0d NAILS EA END COMMOM
/I6' OR 15/32' O.SB. N TO TRU85 LAG OR SIMPSON HTC-4 is 32' O.C. MAX. 1/2' CI-G. BOARD TRUSS 24" o.c.
W/7/W TEXTURED 101_0" NAIL CONT. RAT RUN TO INSULATION
FINISHED OVER 2X4 SYP STIFFBACK
TRUSS W/ (2) 12d 9 EA. TRUSS R-19 MIN.
GALVINIZED METAL - --- -------------
AT ALL UPRIGHTS SHEATHING NAILING TO 5E
6'-V O.C. IN FIELD
PAPER BACK LATH PRE. ENG. TRUSS OVER 4'- I0' 4' O.C.+�ALL EDGES Wad NAILS TO DIAGONAL ADJACENT
IX2 PT.TOP OF 5OX 1X456 '1/16' 055 SHEATHING D5L TOP PLATE
STUDS TO DBRLP LPLAtE A5V. USE 8d NAILS AT
4 o.c. EDGGE E 6 o.c. FIELDmxmx ARAM" 2X4 STUD III O.C. MAX.
DBL. TOP PLATE 2X6 PTHE
. PILATE OLT W/ 1/2'X9 A. 2X4 COMMON 2X4 5TM. PLATE
(W/ 2 DfA.. WASRS) 9 3211 O.C. MAX. I/2" CLG. BOARD TRUSS 24' o.c.
FRAMED CRICKET NAIL CcNT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d is EA. TRUSS R-19 MIN.
1/I6" OR 15/32' o.s.5. 1-05 REBAR CONT. 2X4 SF'F RAT ADJACENT 3/4' T4(o 51.15-FLOOR
Wr1/8' TEXTURED iv TO DIAGONAL BRACE. GLUED d NAILED
ID TO 3ID (1)X 5RAGE
SIMPSON H-5 (MIN.) FINISHED OVER " -ID ,
� 2x4 7o tRUss GALVINIZED METAL -ID
PAPER BACK LATH 30'-1" TO 60'-ID' (3) 'X' BRAGS
iv
(I 'X' BRACE tD CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
PRE. ENG. TRUSS , I 1 t-I I E � [DETAILS I 2X6 PT. PLATE BOLT W/ 1/2 "X9 A.B.
C
{-4 I\( �.q� �I �" �I��p. (W/ Z' pIA. WASHERS) 6 32' O.C. MAX. FLR TRUSS
CRICKET �,45L FE FEND Cf RO,55 f5FRAC II `G; ] _,5T0fRN1-'
I-05 REBAR CONT. �
51MP50N H-5 (MIN.)
ID' -ID' TO 30'-ID' (I)'X' BRACE
s 2x4 TO TRUSS 30'-1' TO 60'-ID' (3) 'X' BRACE
2X4 STM. PLATE
(1 'X' BRACE m CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
SECTION PL/4N VIEW G:/45LE END CROSS 5fRACINCG 2=Ssi Di��
SUB/DIV
LOT#
IIvJ[ONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 4/15/02
SCALE: V4101'-0'
SHEET
D 3 OF 3 .,
R
l �
1606
FERM
ACC_ppr:��12 AR� Rf cost
ANO
(J�o%p MIT- A
C.A N PeRho CON
c
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PRO, CL. ro -%JLra
N '�3 A U r-yjORjr?vFt
Issu'vi
e.
OtZ-p-r CE� 0" r AsIOC r T
PROM 7-
TIO, Q -1 /W- Af-
OR 0 E�r?'r?oj.' . eNr 7-:
�R t/lo RE-Qt "I'
F
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PLANS ING
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es