HomeMy WebLinkAbout331 Lusitano Way 03-2432 New SFH14�iii�•��
CONTRACTOR
ADDRESS D R Horton
6250 Hazeltine Nat'l Dr #102 - -
Orlando, FL 32822
(407)857-9101-,__ ___ _.
PHONE NUMBER CBC 055300
PROPERTY OWNER
PHONE NUMBER
ELECTRICAL CONTRACTORr
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
• .t-�
�1' M - R
PERMIT # DATE 07`19�b %0.1.01
PERMIT DESCRIPTION
PERMIT VALUATION
I "ON 114
SQUARE FOOTAGE 61 CVW4
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19'10' 14'2' —�� 9'4' 14'2' 38'4' 14'2' 9'4' 14'2'
,R0.0.
T
-ATTENTION-
DO NOT CUT OR ALTER TRUSSES
CBS BUILDER SUPPLY INC, WILL NOT HONOR BACKCHARGES
UNLESS AUTHORIZED BY THE TRUSS DIVISION OFFICE.
TRUSS PLACEMENT
DIAGRAM APPROVAL
I HAVE VERIFIED ALL DIMENSIONS, TRUSS PLACEMENTS,
OVERHANGS, DETAILS, NUMBER OF TRUSSES, PITCH,
BEARING WALL LOCATIONS AND ELEVATIONS, AND APPROVE
THEM AS SHOWN.
I HEREBY AUTHORIZE CBS BUILDERS SUPPLY, INC. TO
CONSTRUCT THESE TRUSSES AS SHOWN AND DELIVER THEM
TO THE JOB LOCATION INDICATED ON THIS DRAWING.
I HEREBY ACCEPT THAT I WILL BE BILLED FOR ANY AND
ALL REPAIR ENGINEERING REQUIRED DUE TO CONTRACTOR
ERROR.
CBS BUILDERS WILL NOT BE RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THE ROOF TRUSS SYSTEM
IF REPAIRS ARE DESIGNED BY AND OUTSIDE ENGINEER
OF THE CONTRACTORS CHOOSING,
SIGNED THIS DATE:
BY: AND/OR:
CONTRACTOR OWNER
12
4 (-
2X 4 T/C SIZE 12
12
PL 25- �-0
CUT
8 a BEARING
24"
TYPICAL OVERHANG DETAIL
N. T. S.
i
KEY LEGENR
a
25-0-0
29-0-0
CBS
INDUSTRIES, INCORPORATED
TRUSS DIVISION
352-394-2116 FAX 352-394-5891
CUSTOMER METROPOLIS HOMES
MODEL PINE RIDGE CONDOS
LOCATION
DATE 3-e-02 DESIGNER LGM
SCALE 3 / 16
JOB NO, 011902R
SEE REVERSE SIDE FOR TPI BRACING RECOMMENDATIONS
HANGERS
O = HUS28 HANGER
®� = NOT USED
®p = NOT USED
x
{
F ,
s`
G ,a
1k
I
r
DESIGN CRITERIA: 9 9 9 9
• FLORIDA BUILDIING CODE (FBC) 2001 )
e OCCUPANCY —RESIDENTIAL. GROUP R
• CONSTRUCTION 'TYPE - vl 3
• 1-STORY RESIDENCE: BLDG HGT 19'-8"
SPECIFIC PARAMETERS FROM FBC, 2001 CH.1606 USED FOR DESIGN INCLUDE:
® SSTD-10
® CONCRETE MASONRY RESIDENTIAL CONSTRUCTION
e WOOD FRAME CONSTRUCTION MANUAL
® WOOD PRODUCTS PROMOTION COUNCIL
® AMERICAN SOCIETY iOF CIVIL ENGINEERS
1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA:
A. BUILDING CODE REQUIREMENTS IFOR 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 STRUCTURAIL CONCRETE BUILDING ACI 301.
B. ALL CONCRETE SHALL DEVELOP DVINIMUM 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 FLORI DA 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 PARTI`hIONS PSF
PERPENDICULAR TO WALL FACE
(DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1)
B. STRUCTUAL LOADS
FLOORS ® SLEEPING AREA 30PSP LIVE 10PSF DEAD
FLOORS ® NON —SLEEPING AREA-4OPSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 1OPSF DEAD
DECKS-40PSF LIVE 1OPSF DEAD
STAIRS-40PSF LIVE 10PSF DEAD
ROOFS-20PSF LIVE 17PSF DEAD
C. BASIC WIND SPEED MPH (M/S) = :120
D. INTERNAL PRESSURE CO—EFFICEN'T=+ .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 EXPOSEfD TO WEATHER, OR AGAINST SOIL, CONCRETE OR
MASONRY SHALL BE PRESSURE TIREATED)
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 SEG.GUST MIN. WIND LOAD
B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER
C. DETAIL TO BE ATTACHED TO PERNIIT PACKAGE BY BUILDER
INDEX:
PG
C1
COVER PAGE
PG
1
FOUNDATION /DOWEL PLAN
PG
1A
SCHEDULE
LINTEL S
PG
1 B
WIND LOAD CALCUILATION
PG
2
FLOOR PLAN
PG
3E
ELEVATION "E"
PG
4E
TRUSS PLAN
PG
5
ELECTRICAL PLAN
Ny
www. drhorton. com
CBC055300
6250 Hazeltine National Drive Orlando, FL., C-32822
Tal= (407) 857-9101 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.
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
BAKER'S
CROSSING
LOT#136
PHASE#2
DATE: 5/02/03
SCALE: 1/4NMI '-0'
SHEET
C 1 OF' 5
O
40' - 0
28'-2" 81-211 31-aU
-911
211
14'-I1"
*-3 1/2' p 3 1/2"
N CONC.
SLAB
EXTEND
LAY. 1 1 \ I = 10 SLAB 1 1/2"
N.B.
�— �—OFT._
REF.
■ I 1WG.i � �
Li ■
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r
4'-1" 2'-ro" 1'- 13'=0" I cn r�
WALL I m
1
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FIN. GONG. SLAB ,000 I ■
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LAV*-- OPT /�\I L - - J I
1 3 1/2' CONC. REINFORCED LAY.
W/6'X&" 010/10 WWI'i OR
^I FIBERGLASS REINR ON 64M1L. r
VAPOR BARRIER ON WELL -COMPACTED
CLEAN TERMITE TREATED FILL OR
APPROVED 5U55TITUTE, — — —I
(RECRUIT II SYSTEM) /
l TUB
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20'-11" 1 19'-I"
r--�
OPT. I _
W.
5 EXTEND r = _
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SAFETY PAN
I A/C
3 I/2"-3 1/2"
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40'-0"
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I n • � L O k)NOTE: FOR FLOOR BEARING WALLS
2 DO NOT INSTALL CONNECTORS.
HURRICANE`RESISTANT
CONNECTORS ONLY NEEDED WHEN THERE
15 UPLIFT ON WALL
BAKER'S
�ROSSING
ILOT#136
PHASE#2
MODEL:
99 1 7 3 2 L99
FS/BC
FOUNDATION/
DOWEL PLAN
DATE: 5/02/03
SCALE: 1/41■i'-®'
SHEET
I of 5
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9
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BAKER' S
CROSSING
ILOT#136
PHASE#�
MODEL:
1Y732- L"
6 /1 2 ROOF
FS./]BC
LINTEL
SCHEDULE
DATE: 5/0703
SCA M: 1/41=1'-0'
SHEET
I A OF 5
1
O
25-Sµ
3.
25-Sµ
16'-0" X -1'-0" O.N.
O
23-Sµ
16 C=
(2)25-5µ W/
0ARCµ
306D 5 R
TOP ABV.
W/SIDE LITE
D =
35-SH W/
O C=
52 x10 x14
17
54I' X20" X28II
TRANS. ABV.
TRANS. ABV.
0 D
= 54"X48"X54"
18 E =
35-Sµ W/
54"xi0"xl6"
TRANS. ABV.
TRANS. ABV.
G E=
54"x30"x36"
19 1==
(2)25-8µ W/
TRANS. ABV.
1/2 RND. ABV.
OF =
54"x30 "x50"
--
TRANS. ABV.
G
D
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SOUARE
FOOTAGE
WINDOW SQE
AND TYPE
ZONE
110 MPH WIND
120 MPH WIND
1
28
3068 DR
W/6VE LITE
4
20.5/ -22.3
24.3/ -26.5
2
5
52 "x10"x14"
TRANS. ABV.
4
21.0/ -29.1
ELEV "C"
25.9/ -34.1
3
19
54"X48"X54"
TRANS. ABV.
4
20.9/ -21
ELEV D „
24.8/ -32.6
12
54"x30"x36"
TRANS. ABV.
4
2L6/ -20.1
ELEV "Ell4
25.1/ -34.2
5
1&
54"x30"x50"
TRANS. ABV.
4
21/ -26.6
ELEV 'IF"
24.8/ -32.g
6
112
GARAGE
0"
1610" X 11
5
1&.3/ -22.4
21.8/ -26.1
21.1/ -22.9
25.1/ -2-1.3
S
17
25-5µ
4
21.1/ -22.9
25.1/ -21.3
9
1-1
25-Sµ
5
21.1 / -25.0
25.0/ -33.1
10
11
25-6µ
4
21.1/ -22.9
25.1/ -2-1.3
11
1-1
25-SN
4
21.1/ -22.9
25.1/ -2-1.3
12
53
8068 eGD
4
19.4/ -24.4
23.1/ -29.2
13
10
23-SN
4
25.9/-28.1
14
24
35-Sµ
4
20.9/-22.4
24.5/-26.-1
15
2q-
35-5µ
4
20.9/-22.4
24.5/-2(o.7
16
34
C2) 25-5µ W/
ARCµ TOP
4
20.2/ -22
ELEV "C"
24/ -26.2
17
34
35-Sµ W/
54"X20"X28"
TRANS. ABV.
4
20.2/ -22
ELEV "D"
24/ -26.2
18
30
35-Sµ W/
54"X10"X16"
TRANS. ABV.
4
20.4/ -22.2
ELEV "E"
24.2/ -26.4
19
46
(2)25-Sµ W/
I/2 RND. ABV.
4
19.-1/ -21.5
ELEV
23.4/ -25.6
. �, lk", 1, �
BAKER'S
CROSSING
ILOT#136
PHASE#4r
MODEL:
97 1 7 3 2 - L99
6/12 ROOF
FS. /BC
WIND LOAD
CALCULATIONS
DATE: 5/02/03
SCALE: 1/4'■l'-O'
SHEET
or
R
A OPT. ARCH OP�NIN�
9," PRE -CAST WALL
1R-15N
,
(o" PRE -CAST WALL 3_0
PRE -CAST WALL
CL05ET
10'-2" 2'-8
2
5'-2° 10'-10"
10'-�"
9'-loll
31_811
25-5N
25-SH
KNEE
SPACE — H
"WALL
3(o
TALL PATIO
ECzRES
EGRE65
8068 S.G.D.
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2-4
NOOK
9 ' - 4" CLG.
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F.
UL
KITCHEN I
N.B.
m
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00
o I
LAV. w
OPEN
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I O.BATH
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OPT.
INSULATION 1
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6l
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a'-4" GLG
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3'-�" 4'-0" I-5'-4"
m
12'-10"Iia
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, RETURN
AUN. 30"x2(o"
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12 -0 2'- -10 5 -4 4 -0 9 -�
t7121-411
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PULL DN. STAIRS CLG. TILE LINE
— — ELEV. A,B,G,G — — — —
13' - 4" CLC -
N ELE!V.
GARAGE
LINE OF CLG. — — — Olk
—
ELEV. D,E,F FOYER
N
(TILE) �
3.�
JL
MT. al
N.B.w ENTRY tYI
w
I&'-0" x 11-0" O.N.
3-0 DR. W/10"
SIDELITE ELEV. C,D,E,F
50x30x3ro ABV. D =
50x30x3G ABV. E _
50x2(ox51 ABV. F=
BDRM. #4
6 DEN
9'-4" CLCx.
N (CARPET)
ELEV. D,F
--f ----
VAULTED CLrz.
m ELEV. D,F ONLY
2'-5" 16'-0" 2'-10" 2'-4" 2'-4" 3'-0" 10'-10"
21'-�"
40' - 0"
FLO 0 1`-\31 PLAN
G= (2)25-6N W/
ARCH TOPS ABV.
D= 35-SN W/
54"X20"X2&"
TRANS. ABV.
NO LINTEL REaUIERD
E = 35-SH W/
54"xI0"xI(o"
TRANS. ABV.
F= (2)25-SN W/
1/2 RND. ABOVE
NO LINTEL REQUIERD
3-0 DR. W/10"
51DELITE ELEV. C
------ --------------
FOYER = ?6 s'-4" GLr-z.
ELEV. D,F
2 >L: VAULTED CLG.
Q I to ELEV. D,F ONLY
o
} ENTRYEQ[ 0 I
ui
4 1-
)S1 XI
N W/ ARCNTOP 1
J0'-2"
5-4 13
19''2"
------------------------------/
ELEV* 99 99
SQ,FT. CALC.'S
LIVING
GARAGE
ENTRY'
IAT10
45r9
22
54
S0.
50.
SQ.
SO,
FT.
FT.
FT.
FT.
TOTAL
2 2 (o4
SCE.
FT.
LOT#136
PHASE#2
MODEL:
"1"732- L"
6/12 ROOF
FS. /BC
FLOOR
PLAN
DATE: 5/02/03
SCALE: 1/4NEI'-of
SKEET
2 ®r 5
R4fN DfVERTER
P'-O" FIN. FLR.-,
13'-(o" 5RG.
9'-4" BRCS. —
0'-0" FIN. FLR.k —
OFF -RIDGE VENT
9' - 4" BRG.
19'-8" BLDG HGT
131-6" BRCS. lL
9'-411 BRG, 9'-4" BRG.
I'-O"
0'-0" FIN. FLR. 0'-0" FIN. FLR.,i,
TEXTURED
FINISH
0'-0" FIN. FLR.,
12
--CRICKET
Lam_.
W-1 WINK-1 III ICqlw_;l -I ImI
■ 11 iiiFm FE 11
FRONT ELEVATION
OFF -RIDGE VENT
C TEXTURED
co FINISH
13'-611 BRCS.
9' - 4" BRCS.
0'-0" FIN. FLR.
12
9' - 4"
T-011
TEXTURED
/ FINISH
�u-
LO'-O" FIN. FLR.
0"
— 60'-0" FIN. FLR.
BAKER' S
'ROSSING
LOT#136
PHASE#2
MODEL:
991732— L99
6/12 ROOF
FS/Bc
ELEVATION" E"
=DATE:5/02/03
SCAT: 1/4's j'-®'
SHEET
3 E of 5
y- -1 V
M
L
K
C2)I"1ETA-
-4 y-
M
L
K
C2/T IETA-1(o
i _1e7) 1/7"
(9 HIP DETAIL
1
2X4 COLLAR TIE
EVERY OTHER RAFTER
2X RAFTER
2-12d EVERY TRUSS
IXr0 NAILER--7
-A
2X RIDGE } UL
O i-
0LL
m �
3-12d RAFTER
�TO NAILER
-1/16" O.S.B. -j IXS NAILER —/-
OR 1/2" PLY. 2-126 EVERY TRUSS
CONY. FRAMING DETAIL/VALLEY
DBL. TOP PLATE
D Iro" O.C.
B.
INISH
6
LL
]KNEE WALL DETAIL@ENTRY
DBL 2 X 4 TOP PLATE
AAH— — — — — — — SP4 SP4 14' -0" 5RG.0 ENTRY
(2)I" ZETA-10 Q C2)TiETA-16 — —
_ META-24 M6TA-24
2X4EXT
WALL e ENTRY
K = �� y�� L ,1P�v n — — 9-4" BRG.HGT_BLK.
II II II II I1 11 —
L — I/2 X 8 A_BOLTS 1/2" X 8" A.B LTS
W/2" WASHER W/2" WASHER
L = 11 -, — D3 3.EA. SIDE TYP. 3.EA. SIDE TYP.
PEA�Ez-R SPAN CHART I1 J I� 1 -All �\Q s3�% M5TA-24 (2) 2 X12 BM MSTA-24 O, -8 DOOR
M �1 -� S „� M
51NGLE 5T0R)' APPLICATION
S2 X 4 PT.OR 2 X 4 PT.OR
SIZE CLEAR SPAN — — — o — — — — — — � 2 X 4 W/ VAPOR 2 X 4 W/ VAPOR
DBL 2X6 UP TO 5'-4" y�� BARRIER 2 X 4 PT BARRIER
u
DBL 2X8 5'-4" TO -1'-0" (roX . RECESS
8" CMU BLK C6-TYP.)
DBL 2X10-1'-011 TO 10"-0"
all GMU BLK
DBL 2X12 10'-0" AND OVER — —
TWO STOR`T' APPLICATION DOWN STAIRS TRUSS PLAN
SIZE CLEAR SPAN WDW/DOOR DETAIL
DBL 2X& UP TO 5'-O" * CONNECTOR5 TO BE SIMPSON U.N.O.
DE3L 2X8 5 -0 TO (o-4 * TRUSS TO C LK META- I(o W/12 - l0cIX1 1/2
DBL 2X10 ro'-4" TO 8"-0" * TRUSS TO WOOD MT5-12 W/14-106X1 1/2
DBL 2X12 8'-O" AND OVER
4X4 P05T=(2)2X4'5 NAILED WITH 126 ro"-8" O.G. STAGGERED
4X(o P05T=(3)2X4'6 NAILED WITH 126 "-8" O.C. STAGGERED
BAKER' S
CROSSING
LOT#136
PHASE#2
MODEL:
"1732— L"
FS/Bc
6/12 ROOF
TRUSS PLAN "E"
ACLU SPAN ENG,
DATE: 5/02/03
SCALE: V4191'-08
SHEET
4 E or 5
ELECTRICAL_ LEGEND
5YM50L
DEFINITION
NOTES
IIOV OUTLET
1/2 OF OUTLET
110V OUTLET
WIRED TO
SWITCH
EQUIFED WITH
110V OUTLET
GROUND FAULT
GFI
INTERUPTER
f �f
n I n
220V OUTLET
WP
EXTERIOR
GROUND FAULT
GFI
WATERPRO
INTERUPTER
OUTLET
SWITCH
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SWITCH
3-UUAY OPER.
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SWITCH
4-WAY OPER.
WALL
OUNTED LICsN
CEILING LIGHT
1
VAPOR PRO
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1
RECE55ED
CAN
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VENT. FAN
sQFt.
.
VENT. FAN
I CFM PER
W/L IGHT
SQ. FT.
2' LIGHT STRIP
4' LIGHT STRIP
FLOURECENT
RAP AROUND
L IGHT
_
2' FLOURECENT
-1
4' FLOURECENT
PANEL
METER
SMOKE
GATT. HACK -UP
O•
W/ HARDWIRE
S.D.
DETECTOR
INTER-
CONNECTED
PENDANT
L IGHT
TELEPHONE
JACK
WATER HEAT.
WH
DISCONNECT
AIR. COND.
A/C
DISCONNECT
TV
TELEVISION
JACK
C O
TO
CEILING
BF SUPP RTED
FAN/LIGHT
IN ACCORDANCE
W/ 5OX MARKED
AS SUCH FOR
INSPECTION
FLOOD
LIGHT
INTERCOM
SPEAKER
METER
FIELD
VERIFY
EI,ECTKICAL PLAN
LOC. OF T.Y. AND PH. OUTLETS 4 FAN TO 5E VERIFIED
loHOMEOWNER PRECONSTRUCTION MEETING
NOTE:
,,ALL RECEPTACLES IN SLEEPING ROOMS
TO 5E ARC FAULT.(NEC 210-12)
NOTE:
*20 AMP DEDICATED LAUNDRY CIRCUIT.
200 AMP
METER BASE 4 METER
MAIN DISCONNECT COMBO
SQUARE D
200
AMP.
MAIN
DISC.
UNDERGROUND
SERVICE BY
POWER CO.
\\\ 1 1/2°
4/0 ALU. CABLE
TYP. A/C
200 AMP DISC.
INSIDE
PANEL 012 COPPER TO
LIGHTS 8 OUTLETS
010 COPPER TO WATER NEATER
#8 COPPER TO RANGE
04 COPPER TO 5/0" GROUND ROD
ALSO SERVICE TO BE BONDED TO FOOTING STEEL
ELECT�IC;AL FZGEFz
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO.
211
11h
PLUMBING RISER,
KITCHEN
SINK W/
AUTO VENT
TO
MAIN
BAKER'S
CROSSING
LOT#136
PHASE#2
MODEL:
1732- L"
6/12 ROOF
F S/BC
ELECTRICAL
PLAN......._,,
DATE: 5/02/03
SCALE: 1/4'=1'-®'
SHEET
5 Or 5
,
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- 1 2 2 )4
' BLK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS
NOTE: FOR FLOOR BEARING WALLS
�. DO NOT INSTALL CONNECTORS. UJOOD FiRAI''IE FOOT"ING
CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS.
A= IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE
t IS UPLIFT ON WALL
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9' ANCHOR BOLTS AT 3' O.C. i 5/5" C B II 6"X6" #10 W.W.M. 6"X6" #10 W.W.M. CURB "X�" #10 W.W.M. (3) # 5 RODS EA. WAY ON 8" CMU
`� ANCHOR BOLTS AT 3 O.C. MIN 6" EMBEDMENT � -( 5/S CURB II II
ONLY IF UPLIFT ON WALL °X(0" #10 W.W.M. III
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o ® SINGLE (3-5'6 W/2 -STORY) SI" NCzLE' 2' - p " TO FRONT(1/4" - 1/2 ")
3 #3'S ON CHAIRS STORY
STORY 1 1/2
_ 1 o 2 0515 ON CHAIRS 1 -all 1'-8°
TWO 9 TWO 1/2
STORY "
INSIIN51DE FTC. AT GARAGE STEP-UP STORY
DETG. A FT GARAGE STEP-UP 2-STORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURRB 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR
1-STc�RY BEARING WALL Doom RECESS g - g 1�
CONIC, SLAB OVER CLEAN, #5 REBAR SET IN 2000
COMPACT TERMITE TREATED PSI EPDXY 25" MIN. ABV. TOP CORD BLOCKING AT 4'
L, (o MIL. VIS. VAPOR SLAB/(o" MIN. EMBEDMENT O.C. MAX. IN FIRST 2 FRAMING
ro"X(o " 010 W.W.M. SPACES AT EACH END.
6 "X6" #10 W
N Z .W.M. r
GARAGE SLAB m = RAFTER OR TRUSS NAILING SGHEEDULE AL_L, NOTES IN REFERENCE
ROOF SHEATHING =
ROOF SHEATHING LAYOUT , I'�OOFDIAPHRAM TO EL_ORIE�A BUIL_ENNG
r-
CURB WALL 8° GONG. DRIVEWAY
� GARAGE
5EYOUND
-
j
0 0 0
3 #5'S CONT.
1'_g" 3" MIN. COVER
0 °
ALL
OMITTED FOUNDATION OFIT DOWELS
, 1A
,4ND END WA L L 5 RA G I NG
FOR GABLE END FRAMING
Q
Z
a
USE1116' 0. PANEL EDGER WITH -8 GLN NAILS AT 4'
AT (,®®E 2001
AND -8 GUN NAILS AT b' O.C. AT
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL.
ROOF SHEATHING 70 GABLE END FRAME
USE reGUNNAILs.4'Oc. SITE PLAN NOTES
EXTERIOR BHEATHMG
V m PANEL BIDES °S CAN NAILS 4' O.C. TOP 1 ESOTTOM
1)L� �^1 111 PANEL AND'B GUN NAILS AT b' O.C. AT LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE
GARAGE E DOOR RETIED ING LENGTH INTERMEDIATE eUPPORTB. AL80 SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
V NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE
OPENING ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION
1 1 -STORY FOOTING ABV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
I I 1 2 NAIL REQUIREMENTS OF FINISH. FLOOR_ SLAB WITH SIGNED AND SEALED 8URVEY.
�-�
SIZE
HEAD
LENGHT
DIA.
TENSIL STR.
3) 1-O T PKA N� tst-t,°LL CONFO r To ALI- LGOAL COPIES, FRFGui.AATi0N5
AND RESTRICTIONS HAVING JURISDICTION.
8d
ROUND;-IOPIFIED
1-1/5,
.113
1TO,000
OR T
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY.
5) 1 A A4 AVIAV Ivor,- AT V)M R=OM IM,- =Tf-. AHAI I C-ORpOi.7Ni Tn I nr Al
10d
_
2 1/8'
.128
110000
POURED LENTIL
CONT. (TYP)
2X WALL FRAMING p
(3) 1/2 "XS" ANCHOR BOLTS
8" CMU FILLED 'e ' or (3) 1/2 "XS" J-BOLT 5
CELL (TY1=,.) ' p �'�� MIN. Gam" EMBEDMENT
4 >
W/ 2'X2'Xi/O WASHER AND
EXT. FRAME WALL- TO NUT SPACED EVENLY IFROM
BLOCK WALL CONNECTION FLOOR TO BOND BEA1M. SET
A IN JOINTS PRIOR TO FILLING.
(SLEEVED ANCHOR INl SOLID
POUR ACCEPTABLE i�ETROFIT)
II
II II ()
II II
TO BE II II II OUTSIDE BAR
REBAR II II
_ _ _ II III CONTINUOUS
= - - - -
= - _ -
;
25" MIN. LAP
TYP. REBBAR LAP
1 V lay✓
CORNERS
#ad GUN NAILS s4" O•C. �#
TOP BOTTOM EDGES 86 GUN NAILS
�, (o " O.G. I N F f E L D
1.1.1 • Cn _� • •
-� -1 Lu II ``'
Q �j Z V
Z J� Z Z Q
?
Z @ Z
U
V CQ
(Q O
6 = TYP. E XT E 1R I O R SHEATHING
- ATTACHI"IENT FOR ROOF SHEATHING
�
�_ NOTE'
WHEN HEN GLUED TO {GOOF MEM5E{R
w/ 11`O"
r- `e 1-EDGES
NOTE: NAILS TO BE MFG. BY MEMBER OF INT.
STAPPLLENAIL e TOOL ASSOCIATION �i
Ca E N RA N OT S
I. DESIGN AND LOADING
A. ALLOWABLE UNIT STRESS AND DESING CRITERIA:
FOR REINFORCED CONCRETE AGI 38I. BUILDINCOPE REQUIME
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP)
5. WIND EXPOSURE IMPORTANCEFACTOR (I)
6. INTERNAL PRESSURE GO -EFFICIENT +18 THRU -IS
2. SOIL
A. NET ALLOWABLE SOIL SEARING PRESSURE USED IN DESIGN 2000 PSI FOR
CONTINUOUS WALL FOOTINGS.
3. CONCRETE ANp REINORCING
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
SPECIFICATIONS FOR STRJTURAL CONCRETE BUILDING ACI 301.
B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500
P51 IN 2& DAYS
C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 611, GRADE 40
4. DESIGN LOADS
A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16
ROOF LIVE LOADS OF 20 PSF
COPES, RE6uTATIONS AND RESTRICTIONS HAVING JURI3pIGTICNs ANp
AS SELECTED BY BUILDER.
6) PERMITTESWIMMID SEPARATELY POOL, DECK, SPA, AND
E'NG VEERED SHOP DRAWINGSOCIATED WOFx, 16 TO .
P t _ Uv ® I N G N QTESNTS
1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
AS APPROVED BY THE BUILDING OFFICIAL.
2) WATER LINES SHALL BE CPVC.
3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
(SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX.
4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
MAXIMUM FLOW OF 0) THREE GALLONS PER MINUTE EACH.
R
PRY LOSS
6) HOSE BIBS AT BE PROVIDED WITH B E A STANDBY
lJ ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
EXCEED 4� WATTS PER SQUARE FOOT OF TANK SURFACE AREA
8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
GROUTED
j�
J�
l'i
g" 4 - I2 " IN FE I LI D
rCJ �J
5 LUMBER
9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
BOND SEAM
2 - 'S REBAR 1 STORY
A. ALL STRUcTUAL LUMBER SHALL BE +02 SYP. ALL STUDS SHALL BE STUD GRADE SPF.
TALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY
SHALL BE PRESSURE TREATED)
BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
SEPARATELY, SEE POOL CONTRACTOR'S ENGINEEfwr=D SHOP DRAWINGS.
PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT'
TIE TO NORz. BARS LU
3-#5's REBAR B 2 STORY
RISER PIAGRAMB AND PLAN LOCATIONS TO OWNER
S" MIN. EMBEDMENT p
TYP. EXTERIOR SHEATHING ATTACHI„IENT
6 TRUSSES
A. Ff-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
10) ALL GLEANOUTS FLUSH WITH GRADE.
� U
FOR SHEAR AND UPLIFT
FLORIDA BUILDING CODE 2001
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
+ �j
y� STRUCTURAL
6 C U GRADE)
(O.S.B. TO BE JTI\U/�TI 11�AL
PRIOR TO FABRICATION
RIDGES.
L�
HORZ. REINFORCING �' ' VERT. RE INT-.
�" N001G IN C->i�OUTED
CONNECTORS PROM PLATE TOySTUD TOC PLATE
1. GARAGE DOOR
A. ENGINEERED B. DETAIL TO BE SUPPLIED 120 MP BANG a3 SEC, GUST. E POOR SUPPLIER
12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA
PLUMBING CODE CURRENT EDITION
CELL
ARE NOT REQUIRED EXCEPT I"' A� OPENINGS
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE
2001.
8. ASPHALT SHINGLES
#8d GUN NAIL
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001
B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT To BE ASTM D-226
14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
e 12 " O.G. IN FIELD
1 V V
f 0 U N ®ATI O p � p � OTE S
15) ALL WATER CLOSETS SHALL BE WATER SAVING 1b GALLON FLUSH TYPE
�
BL_OGIC NOTES
CLEANOUT REQ'D
I. FOUNDATION DESIGN BASED ON 2000 P-BF. MIN. ALLOWABLE BEARING
p �j
" •a' v ' .'' " d FOR T\aUT LIFT
�a-�
�'%
-I �
PRESSURE.
2 IN ANCE WITH 15UBM301 ND
1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT
MASONARY IN ACCORDANCE WITH ASTM C90 AND GI45 AND SHALL
1900
> 5 F'. UNLESS '
�' POURED LENTIL
`•;
SHOP DRAWINGS WITH ACf 15.BSHOP DRAWE INGS SHALL BE 7 SUBMITTED
HAVE A NET AREA COMMPRESSIVE STRENGTT OF PSI.
MORTAR
I-IaRZ. RE INFOt�GING z_ I� FOOTING DWL IS
CONT, (TYP)
Z U
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONG. FOUR 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210.
(p" HOOK (U NOT R'EQ'D.
,'
d
Z
3. CONCRETE 28 DAY 5TRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM
METAL ACCESSORIES
1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
HORIzONTAL/VERTICAL REINFORCIN�c li ®
e : GJ` f DEGJ;
PRE -CAST HDR-
_
AGGREGATE
4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR
FOLLOWING:
A AST- A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
5. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
U
2X(o GARAGE DOOR BUCK W/
�
@tom
BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL.
C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES.
CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
(3) 1/2'XS" ANCHOR BOLTS
"°e "XS"
#t
t^� !/
�I 1-L O0F, ECKINC�
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,
DIRECTLY STAINLESS T STEEL OR DHE RIPPED GALVANIZED MEETIOR SUBJECT TO SALT � E� BALL
O or (3) 1/2 J -BOLTS
I . 1.
ALL CORNERS AND OPENINGS GREATER THAN ro. TIE VERT. DOWELS TO
REQUIREMENTS OF ASTM A90.
> (o" EMBEDMENT MIN.
ATTACHMENT TO FLCCf; JOIST
HORIZ. BAR5 AND LAP VERTICAL BARS TO DOWELS MIN. 25'.
MASONRY U10RK,GENERAL:
u e "`6 W/ 2 "X2 "X1/8 WASHER AND
S CMU FILLED =
EA. SHEET TO B E GLUED AT ALL
6. ANCHOR BOLTB SHALL BE LOCATED ON EACH SIDE OF ALL WOOD
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2 x8 W/ 2'x2 xl/8
I. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY
.. - NUT SPACED EVENLY FROM
CELL (TYP.) FLOOR TO GARAGE DOOR HDR. EXPOSED JOIST
AT 3 O.C. STARTING AT S OFF EACH CORNER
"I.
MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
2. BED AND HEAD JOINTS SHALL BE 3/8' THICK
DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001
3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
> ' IN JOINTS PRIOR TO F ILL I1NG.
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 -2Xr0 PT BLOCK 'w CENTER OF
PER WIND MAP.
• O.C.
SHALL BE PLACED IN 15EP JOINTS AT NOT MORE TH It,IT
REINFORCING STEEL, GENERAL:
DOOR HEADER W/(1)
8. FOOTING REINFORCING SHALL BE 2-05 REBARB I -STORY,
3»-5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND
t
I. f;!EINFoRGING STEEL SHALL BE No. 5 BARS.
u u
(1) 1/2 XS ANCHOR BOLTS
CORNERS. USE CORNER BARS OR BEND REBAR. LAP A
2. WHEN 2 BARS ARE IN THE SAME CELL THEY M. t T IPLIED.
3. SPLICE LENGTHS SHALL BE A MINIMUM OF 2V.. ;�
®i (1) 1/2 XS1 J -BOLTS
MINIMUM OF 25.
lb.. ALL FOOTINGS ELEVATION MUST BE 12' BELOW
4. REINFORCING STEEL SHALL MINIMUM G . •ANp IDENTIFIED
IN ACCORDANCE WITH ASTM A 615, A616, A6'l, t06.
(a" EMBEDMENT
FINISH GRADE
.' .
W/ 2 "X2 "XI/8 WASHER AND NUT
10. FINISH SLAB TO BE S' ABV. FINISH GRADE
BAKER'S
CROSSING
ILOT#136
PHASE#2
IMONOLITHIC
]BLOCK
DETAILS
NOTES
DATE: 4 /11 / 0 3
SCALE: 1/410-0'
SHEET
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CHASE GROV�ES,WAVERLEE WOODS 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND
CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVESWAVERLEE WOODS
FEILD STREAM ,2°'X4" BLOCKING
2X(o SUB -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM
2X6 SUB -BAND m 41`�T TWO
O1 �4X S METAL LATH
LAKE KEHOE,GYPRESS HEAD LAKE KEHOENGDYPRESS HEAD
ALOMA WOODS LAKE KEHOE,GYPRESS HEAD -�--ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS
WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER `i/16" OSB OR -1/5" TEXTURED
ASPHALT SHINGLES. 7e� -i/16" OSB SHEATHING 1/2" PLYWOOD FINISH
OVER FELT R-19 INSULATION R-19 INSULATION METAL DRIP EDGE ;-� OR i/2" PLY. W/ 15# FELT
1/16" OSB. SHEATHING FIBERGLASS SHINGLES
OR 1/2 PLY. ON #15 FELT OVER
HURRICANE STRAPS -1/16 055. SHEATHING SEE TRUSS ENG. --�-- ROOF T USS S TO BE GLUELYWOOD 2X4(CONT.)
(SEE TRUSS PLAN METAL DRIP EDGE FOR PROPER 4 " C.C.R E NAILED
FOR CONNECTOR) I/2" CLG. BOARD TEXT.
METAL DRIP EDGE 2X4 DOUBLE PLATE CTYPJ LL UPRICxHT2X4 SFF SSIOVER 4'-Alm" BRACING HETA-16
O ('1�'S CONT. ALUM. FINISHED VENTED SOFFIT DED-----_1p
SILL LfEM5ENTEL p RAP
I X2 FURR STRIPS EE TRUSS PLAN FOR CONNECTOR
ENG. GABLE TRUSS
ALUM. FINISHED VENTED SOFFIT 11/2" CLG BOARD 4 TEXT. -1/5" TEXTURED FINISH
S" LINTEL BLOCK FILLED ° ° 1J/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER
SEE FLRJEL EV FOR DES. WOOD BASE (TYP.) R-19 INSULATION
/S"TEXTURED FINISH ON 1/16" O.S.B. SHEATHING CMU'S TEXTURED
PRE -CAST LINTEL FELT BARRIER OVER GLUED NAILED OD OR 1/2" PLY. FINISH
ALUM. WINDOW 1/16' OSB SHEATHING OR 1/2" PLY. I ki WMCH
SEE FLR./ELEV FOR DES_ SILL (SHEATHING MUST BREAK MIN.
FROM 2,nd FLR. LINE)
FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE 1/2' CLG. BOARD 4 TEXT.
NE) SEE FRAME PLANS TO DBL TOP PLATE W/ TWO STOR' ►-
PRE-GAST SILL 1J/2' DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32' O.G. MAX.
2X4 DOUBLE PLATE CTYPJ
2X4 NAILER (CONT.) OR MSTA-24 24" O.C. MAX
O ��RR L
8" CMU is-4.2 INSULATIONFOR(i)S CONT. SEE
SPLAN
IZE
IJX2 P.T. FURRING STRIPS FLR JSET O1BLK 1X2 FURRING STRIPS ALUM. WINDOW BAND DETAIL
TEXTURED FINISH 1/4' SEE FLRJELEV FOR DES. SILL 34
WJOOD BASE 8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL
-1/16" OSB SHEATHING WOOD BASE CTYPJ
PRE-GAST LINTEL OR 1/2" PLY. UNDER
p J FELT BARRIER
co q FRE-FAB TRUSS
ALUM. WINDOW FLOOR JOIST/
? IY X10 W.W.M. SEE FLR./ELEV FOR DES. SILL
� � 6 "6" #OR FIBER MESH ,,ram FLOOR TRUSS 1/2' CLG. BOARD 4 TEXT.
o SEE FRAME PLANS
REINFORCEMENT PRE -CAST SILL FOR JOIST TYPE SP-4 32 D.C. STUD 2X4 DBL. TOP PLATE
CONC. SLAB OVER CLEAN, HETA-16",@ 32" O. G. MAX 1/2" CLG. BOARD 4 TEXT.I/2" DRYWALL
COMPACT,TERMITE TREATED O (ice GONT
ul z " SOIL OVER 6 MIL VIS. VAPOR
} 8 CMU # S LINTEL BLOCK 1X2 FURRING STRIPS 2X4 WOOD STUDS
0 m 1 _4 2 #5 CONT. BARRfER,W/6X6 I® WWM (FILLED) 2X4 CONT. STRESS �j�" C.C.
TEXTURED FINISH 1/4° - o 0 1/2" DRYWALL BLOCKING MID -WALL
Lu WOOp BASE CTYPJ PRE -CAST LINTEL 2X4 PT. PLATE
Q ALUM. WINDOW SP-4 32" O.C. a STUD 1/2"X9" A.B. 32" O.C.
? fY SEE FLR./ELEV FOR DES. (WHEN UPLIFT) 6" EMBEDMENT
T�I'P. WALL 5ECTION�I � � SILL
BL< 1= SToR�T' _
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6"Xro" #10 W.W.M. PRE -CAST SILL CONC. SLAB z
Z Ik 3 #5's CONT OR FIBER MESH CONC. SLAB 2 'S CONT. 41°
4
z w RE INFORCEMENT _ -
1 4 ccl
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0 O VAPOR BARRIER
TEXTURED FINISH 1/4" INTR10' B,�RING �UALL
ASPHALT SHINGLES OVER T"CF. WALL eECTI10N � NOTE- FOR WALLS W/FLOOR LOAD ONLY
#15 FELT ON 1/16' O.S.B. 2 "X4" BLOCKING q DO NOT INSTALL CONNECTORS.
SHEATHING OR 1/2" PLY _
FIRST TWO BAYS 2 - STOR�I'
4'-0' O.C. MAX
METAL DRIP EDGE ®- I— O OR FIBER MESH 2X4 DBL TOP PLATE
2X SUB -BAND
J RE INFORCEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ CONNECTORS Z (k Z
FEILD STREAM FOR PROPER (SEE TRUSS PLAN)
-2X6 SUB -BAND � ut _ >_u
LAKE KEHOE,CYPRESS HEAD BRACING } y } (3) 05's CONT.
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WRAPPED/ALUM FINISHED FASCIA 24' O.C. CRIPPLE STUDS FIRST �L.00R BLOCK
ENG. GABLE TRUSS INSULATION SECOND FLOOR FRAME v16° O.S.
2X4 SPF STIFFBACK AT
ALL UPRIGHTS OVER 4'-10"
2X4 16" O.G. MAX
(SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS)
1/5" TEXTURED FINISH
OVER 15# FELT OVER 1/2" CLIG. BOARD 4 TEXT. PRE -FAS TRUSS 2X4 PT.
/6 O.S.B. SHEATHINGAli 2"X4" NAILER; CONT,
BT. PLATE
1/2' CLG. BOARD 4 TEXT. TEXTURED FINISH
OR I/2" PLY. (2) LAYERS �I/16 2X4 DBL. TOP PLATE ON GALV'D. META 1/2" X 9" A.B W/
O.S.B.SECURE EA, LAYER SP-4 32 O.G. STUD LATH OVER TYVE MIN. 6' EMBEDMENT
2x4 P.T. PLATE W/ o W/2 Sd,s V-12" C.C. -0..- HDR_ STUD(S)/JACK(S) 1/2" DRYWALL OF #15 FELT 2" DIA. WASHER
1/2 "X9" ANCHOR BOLTS MAX. 32" O.C. MAX
MIN_ 6" EMBEDMENT �� �� 2X4 WOOD STUDS #5 REBAR CONT_
1/2 X 9 A.B OR J-BOLT LSTA 12
W/2" D[A. AT 32' O. C. a 32" O.C.MAX STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS �j(o" O.C. ,r.;,�„�
KING STUD(S) SF-4 BLOCKING MID -WALL
SECURE TRUSS TO 2X6 W/ A . `
TOP BOTTOM) 3/4" T 4G SUBFLOOR
126 6"-S° CONC. FILILED LINTEL
PLYWOOD TO TRUSS NAILING ' O. C. BLK. REINF. WITH (1i5 ROD ( GLUED NAILED
� EDGE :0.;''.,.'``•
6° o. G. IN FEILD FLR_ JST_ SIZE SEE FRAME PLAN
TEXTURE FINISH •;'� ';,:;�
• 1"
8' GMUL 1X2 P.Tr. FURRING STRIPS SHEATHING OVER 2X4's - '•
NAIL PER SCHEDULEPLR,f I/2" CLG. BOARD TEXT.
2t�d
R-4.2 IINSULATION STUD TO
1/2" DRYWALL — — — — — — — — — — let FLR. STUD 2X4 DBL. TOP PLATE 1.UCOD FRAME TO BL <
---- MSTA-3( 32" C.C.,
_ ----IT---- I 1/2 DRY'WALL
do 2X4 WOOD STUDS
2X4 CONT. STRESS �I�" O.C.
WOOD) BASE I I I I I I E3LOCKING MID-UJALL
I II II
I I I I I I 2X4 PT. FLATE
NAIL PER SCHEDULE/
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MIN. 6" EMBEDMENT
Z
61,X6" 4110 W.W.M. CONC. SLAB = WIII T_
0 0 OR FIBER MESH 4" 4" 2X4 COLLAR TIE 2X5 RIDGE } 0
REINFORCEMENT T�I'P EXTERIOR OPENING IN FRAI„�E 3 ✓ 5 CONT. EVERY OTHER RAFTER 0 F-
> Z } v.4
2X6 RAFTS 0 0
w
2 #5 CONT. m
t�
0
T'T P. WALL SE C T I ON
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-011 TO
81-0.
4'—I1 1/2'
7'-11 1/2'
AND UP
NUMBER OF HEADER 5TUD5
SUPPORTING END OF HEADER
I
2
3
NUMBER OF FULL LENGHT STUDS
AT EACH END OF HEADER
I
2
3
2=STOR-1' 2-126 EVERY TRUSS
ITERIOR SEARING WALL 1X(o NAILER 3-126 RAFTER
3-12d TON
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
1/16" O.S.B. IX5 NAILER % +
n� 1 i,) " �i Y - .- . -- - - — - I 1 s;3
BAKER'S
CROSSING
LOT#136
PHASE#2
MONOLITHIC
BLOCK
DETAILS &
NOTES
DATE: 3/12/03
scAT-im: 11/4'.1'-0'
;�AEET
J IF
II
iy3 '
# IOOO UPLIFT
SIMPSOM MTS-12
W/1 10d TO TRUSS
AND (2 )1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
# 2000 UPLIFT
(2)5IMP5OI'1 MT5-12
ONE EA. SIDE OF TRH
' OPPOSITE SIDE OF E
W/1 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
'RUBS
FINISH m LANDING
3 E30ND SEAM
TAP CONS
MIN. 2" COVER
2' APART
TRU'55 ANC�40R FDTA I Ls = R R0F 1 T
FINISH a LANDING,
3/4" PLYWOOD FP.
9" MIN.
LESS THAN 10'
REC>2UIRE5
1' NOSING
DBL 2X12
zf' FLOOR JOIST
3/4' PLYWOOD
1. WITH 4 160
Y COMMONS NAILED
THRU 3/4" PLYWOOD
1 INTO EACH STRINGER
NOTE:
STAIRS RISERS TO CONFORM
TO FBC 2001
2R+IT=24'-25'
3/16' MAX. VARIATION IN RI5ER5/TREAD6
ADJACENT TO EACH OTHER
3/6' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRASPA51LITY
WINDERS- MIN. 6' WIDE v NARROW END
MIN. II' WfDTH m 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
` IX2 PT.TOP OF BOX
DBL. TOP PLATE
2X4 STUD
1/16' OR 15/32' 0.5.5.
W/T/S' TEXTURED
FINISHED OVER
GALVINIZED METAL _ — — —
PAPER BACK LATH
SIMPSON H-5 (MIN.)
+� 2X4 TO .TRUSS
PRE. ENG. TRUSS
2X4 BTM.PLATE
3/4' PLYWOOD
2XI2 TREAD
CUT TO FIT
IXS RIS FR
LESS THAN 41 TYP, (I/ IIJ II
BETWEEN SPINDLES
II II II
SP4 OR H-5 TOP PLATE TO STUDS
2'-0' ASV. 10'-0' LEVEL TO ROOF
OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0'
i
10' -0'
FRAMED CRICKET
HANr_
N051NG TYP.
4
c(1 r
IF
5T/41fR SECTION 7,)TAI S
G; 41t-INE"f 1DETAIL_5
SIMPSON H-5 (MIN )
2X4 TO TRUSS
S�C�"ION
PRE. ENG. TRUE
1X2 PT.TOP OF
DBL. TOP PLA'
71/16' OR 15/32'
W/ 1/8' TEXTURE
FINISHED OVER
GALVINIZED ME
PAPER BACK 1
CRICKET
FLAN VIEW
2X4 STUD6 FROM TRU66
6TUD6 TO DSL. PLATES A5V.
12" z
� I _
� I
�4
3(a' MIN. FINISH
5 T A 1 UUINID DETAIL
w9
ASPHALT SHINGLES OVER
" 15 FELT ON
(2) 2X4 02 ND 5YP DIAGONAIL BRACE /
W/ 3-12d a EA TRUSS ( DIAGONAIL BRACE !/
TO COVER 5-tRU551=5
2x4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) Imd NAILS EA END
TO TRUSS
2X4 5YP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-I0'
7/16' O8B SHEATHING
USE 561 NAILS AT
4' o c. EDGE 4 C6" o.c. FIELD
am
2X6 PT. PLATE BOLT W/ 1/2'X9 A.B. COMMOM
(W/ 2' DIA. WASHERS) g 32' O.C. MAX. I/2' CLCs. BOARD TRUSS 24' oz.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d m EA. TRUSS R-I MIN.
I-"5 REPAR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRACE.
0'- 0" TO 30'-0" (1) 'X' BRACE
30'-1' TO (o0'-O" (3) 'X' BRACE
(l 'X' BRACE 9 CENTER)
(2 'X' 5RAcE DIVIDED EQUALY FROM CENTER TO END)
G 445LE ENrD CR055 5RAC NG 1=STORE
-1/Iro"
1/2' PLTWO'
W/ 1511 FELT
SIMSor
HETA- Ik
mF -=4 —
I
2X4 SECURE TO 2X4 BLK W/2-12d
SECURE TO BLK W/ META-I6
2X4X4' SECURE TO TRUSS W/ 3-12d
OZ. MAX TYP.
-------------
2x4 BLK SECURE THRU TRUSS W/3-126e
PER ENG'D TRUSS 24' O.C. MAX
t-0-
2
2'-'0" EXTEN51ON e OFT SERVICE I�R.
N.T.S.
METAL LATH
rEXTURED OR
1/2' PLTWOOD
FINIS✓-� W/ 15# FELT
2X9? (CONT.) 2X6 (GONT.)
2X4 (CONTJ 2X FLOOR JOIST 2X4 (CONT.)
XPANSION 2" MIN.
JOINT OVERLAP CAULK
SIMPSON
CMU'S HETA-I((o GMU'S
TEXTURED TEXTURED
FINISH FINISH
TWO 5TORY TWO S�'ORY
FIRST FLOOR BLOCK
!SECOND FLOOR FRAMING
(2) 2X4 *2 ND 5YP DIAGONAIL BRACE
W/ 3-12d a EA TRU55 ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) Imd NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-I0"
USE,Sd NAILS
4' oz. EDGE 4 6' oz. FIELD
2X4 W/ 3/8' X 5
LAG OR SIMPSON HTC-4 9 32' O.C. MAX.
SHEATHING NAILING TO 5E
6'-8' O.C. IN FIELD
4' O.G.9ALL EDGE6 W/Sd NAILS
15 FELT ON
1/2' CLG. BOAARD ---TRU65 24' o.c.
tRU�S �/N(2) 12d EA TO
INSULATION
MIN.
2x4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD 16' O.G. MAX.
5TM. PLATE
FLOOR
ED
HETA-16' FLR JST TO BLK tF41\\--FLR TRUSS
1-05 REBAR CONT.
0'-0' TO 30'-0" (1) 'X' BRACE
30'-1" TO 9)0'-0" (3) 'X' 5RACE
(1 'X' BRAGE @ CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
G;AE3L E ENS CR05e E3RAC INS 2 - STORM'
BAKER' S
CROSSING
LOT#136
PHASE#2
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 3/12/03
SCALE: v4'=1'-0'
SHEET
# IOOO UPLIFT
SIMPSOM MTS-12
W/1 10d TO TRUSS
AND (2 )1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
# 2000 UPLIFT
(2)5IMP5OI'1 MT5-12
ONE EA. SIDE OF TRH
' OPPOSITE SIDE OF E
W/1 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
'RUBS
FINISH m LANDING
3 E30ND SEAM
TAP CONS
MIN. 2" COVER
2' APART
TRU'55 ANC�40R FDTA I Ls = R R0F 1 T
FINISH a LANDING,
3/4" PLYWOOD FP.
9" MIN.
LESS THAN 10'
REC>2UIRE5
1' NOSING
DBL 2X12
zf' FLOOR JOIST
3/4' PLYWOOD
1. WITH 4 160
Y COMMONS NAILED
THRU 3/4" PLYWOOD
1 INTO EACH STRINGER
NOTE:
STAIRS RISERS TO CONFORM
TO FBC 2001
2R+IT=24'-25'
3/16' MAX. VARIATION IN RI5ER5/TREAD6
ADJACENT TO EACH OTHER
3/6' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRASPA51LITY
WINDERS- MIN. 6' WIDE v NARROW END
MIN. II' WfDTH m 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
` IX2 PT.TOP OF BOX
DBL. TOP PLATE
2X4 STUD
1/16' OR 15/32' 0.5.5.
W/T/S' TEXTURED
FINISHED OVER
GALVINIZED METAL _ — — —
PAPER BACK LATH
SIMPSON H-5 (MIN.)
+� 2X4 TO .TRUSS
PRE. ENG. TRUSS
2X4 BTM.PLATE
3/4' PLYWOOD
2XI2 TREAD
CUT TO FIT
IXS RIS FR
LESS THAN 41 TYP, (I/ IIJ II
BETWEEN SPINDLES
II II II
SP4 OR H-5 TOP PLATE TO STUDS
2'-0' ASV. 10'-0' LEVEL TO ROOF
OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0'
i
10' -0'
FRAMED CRICKET
HANr_
N051NG TYP.
4
c(1 r
IF
5T/41fR SECTION 7,)TAI S
G; 41t-INE"f 1DETAIL_5
SIMPSON H-5 (MIN )
2X4 TO TRUSS
S�C�"ION
PRE. ENG. TRUE
1X2 PT.TOP OF
DBL. TOP PLA'
71/16' OR 15/32'
W/ 1/8' TEXTURE
FINISHED OVER
GALVINIZED ME
PAPER BACK 1
CRICKET
FLAN VIEW
2X4 STUD6 FROM TRU66
6TUD6 TO DSL. PLATES A5V.
12" z
� I _
� I
�4
3(a' MIN. FINISH
5 T A 1 UUINID DETAIL
w9
ASPHALT SHINGLES OVER
" 15 FELT ON
(2) 2X4 02 ND 5YP DIAGONAIL BRACE /
W/ 3-12d a EA TRUSS ( DIAGONAIL BRACE !/
TO COVER 5-tRU551=5
2x4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) Imd NAILS EA END
TO TRUSS
2X4 5YP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-I0'
7/16' O8B SHEATHING
USE 561 NAILS AT
4' o c. EDGE 4 C6" o.c. FIELD
am
2X6 PT. PLATE BOLT W/ 1/2'X9 A.B. COMMOM
(W/ 2' DIA. WASHERS) g 32' O.C. MAX. I/2' CLCs. BOARD TRUSS 24' oz.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d m EA. TRUSS R-I MIN.
I-"5 REPAR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRACE.
0'- 0" TO 30'-0" (1) 'X' BRACE
30'-1' TO (o0'-O" (3) 'X' BRACE
(l 'X' BRACE 9 CENTER)
(2 'X' 5RAcE DIVIDED EQUALY FROM CENTER TO END)
G 445LE ENrD CR055 5RAC NG 1=STORE
-1/Iro"
1/2' PLTWO'
W/ 1511 FELT
SIMSor
HETA- Ik
mF -=4 —
I
2X4 SECURE TO 2X4 BLK W/2-12d
SECURE TO BLK W/ META-I6
2X4X4' SECURE TO TRUSS W/ 3-12d
OZ. MAX TYP.
-------------
2x4 BLK SECURE THRU TRUSS W/3-126e
PER ENG'D TRUSS 24' O.C. MAX
t-0-
2
2'-'0" EXTEN51ON e OFT SERVICE I�R.
N.T.S.
METAL LATH
rEXTURED OR
1/2' PLTWOOD
FINIS✓-� W/ 15# FELT
2X9? (CONT.) 2X6 (GONT.)
2X4 (CONTJ 2X FLOOR JOIST 2X4 (CONT.)
XPANSION 2" MIN.
JOINT OVERLAP CAULK
SIMPSON
CMU'S HETA-I((o GMU'S
TEXTURED TEXTURED
FINISH FINISH
TWO 5TORY TWO S�'ORY
FIRST FLOOR BLOCK
!SECOND FLOOR FRAMING
(2) 2X4 *2 ND 5YP DIAGONAIL BRACE
W/ 3-12d a EA TRU55 ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) Imd NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-I0"
USE,Sd NAILS
4' oz. EDGE 4 6' oz. FIELD
2X4 W/ 3/8' X 5
LAG OR SIMPSON HTC-4 9 32' O.C. MAX.
SHEATHING NAILING TO 5E
6'-8' O.C. IN FIELD
4' O.G.9ALL EDGE6 W/Sd NAILS
15 FELT ON
1/2' CLG. BOAARD ---TRU65 24' o.c.
tRU�S �/N(2) 12d EA TO
INSULATION
MIN.
2x4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD 16' O.G. MAX.
5TM. PLATE
FLOOR
ED
HETA-16' FLR JST TO BLK tF41\\--FLR TRUSS
1-05 REBAR CONT.
0'-0' TO 30'-0" (1) 'X' BRACE
30'-1" TO 9)0'-0" (3) 'X' 5RACE
(1 'X' BRAGE @ CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
G;AE3L E ENS CR05e E3RAC INS 2 - STORM'
BAKER' S
CROSSING
LOT#136
PHASE#2
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 3/12/03
SCALE: v4'=1'-0'
SHEET
2 X 4 (MIN 2 X 3) I-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/49
8' FROM EACH END AND 15' PRECAST2
HEAPER(MIN)
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/1ro TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE 300 LESS THAN
MIN EMBEDMENT 1 1/4') 16' HIEGHT.
8' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4" EMBEDMENT
2 X 8 (MIN 2 x 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145 "1/16' 055 SHEATHING
MIN HEAD 51ZE 300
MIN EMBEDMENT 1 1/4') 2X4 BLOCKS
8' FROM EACH END AND IS'
O.G. MAX. MIN 1-1/4" EMBEDMENT CMU WALL
!� DETAIL G� 11 'j� I D�_
� I � � 1 \l
AND
D UImo{,
2 X 4 (MIN 2 X 3) 1-3/16 TAPGON
OR DRIVE PIN (MIN SHANK 6IZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/49
8' FROM EACH END AND 18'
O.C. MAX. MIN I-1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
,
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS'
O.G. MAX. MIN 1-1/4' EMBEDMENT
EXISTING BLK A5V.
2 X 8 (MIN 2 x 3) 2-3/16 TAPCON o
OR DRIVE PIN (MIN SHANK SIZE.145 1/4' TEXTURED FINISH
MIN HEAD SIZE .300 -1/5' TEXTURED FINISH
MIN EMBEDMENT 1 1/4') l/16' OSB SHEATHING
8' FROM EACH END AND 18' 2 X 4 16" O.C. MAX.(WHEN OVER 16' IN HIEGHT.)
O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16" IN HIEGHT.)
2 x SOLID BLK'G m ARCH
1/4' TEMPERED MA60NITE SECURE W/2-12d EACH END
GLUE 4 NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S 5PEC'5.
MTL WDW FRAME
-NOTE: No GAP 9 WDW FRAME
TO EXCEED 1/4'
� �C � � A � DETAIL
TAIL C U T A � A �
�
2 X 4:
SECURE TO BLOCK
W/3/16" TAPCONS OR DRIVE
PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN E
MIN 1 1/4')
WITHIN 8' EACH END d
15' O.G. MAX. SPACING.
X 6:
SECURE
RE TO BLOCK
16' TAPCONS OR DRIVE
W12-PIN (MIN SHANK SIZE.145
MIN EMBMIN DDMENT SIZE �� 'J
WITHIN 8' of EDGE END a
IS' O.C. MAX. SPACING.
2 X 8:
SECURE 70 BLOCK — —1/2' DRYWALL
W/2-3/16' TAPCONS OR DRIVE a' CMU 1 X4 OR I'x2 P.T. NAILER
PIN (MIN SHANK 6IZE_145 "
MIN HEAD SIZE .300 DOOR CASING
MIN EMBEDMENT 1 1/4')WITHIN S' OF EACH END NOTE:
15' O.C. MAX. SPACING. SHIM AS NEEDED
DOOR JAMB TO PLUMB JAMB
ATTACH TO 2 X DO NOT EXECED 1/4".
1 PER MANUFACTOR'S DETAILS.
���� �/�5 TO E3LOC< 1 = 1/2 11
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
A PR5cA6T HEADER(MIN)
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
DBL. TOP PLATE
8' FROM EACH END AND IS"
l/8" TEXTURED FINISH
O.C. MAX. MIN 1-1/4" EMBEDMENT
MORE THAN
"
SECURE 2 X RIP TO FIT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
16 HIEGHT.
W/2-1268 ro'-8" O.C. MAX.
7/16' 065 SHEATHING
OR DRIVE PIN (MIN SHANK SIZE.145
2 X 4 16' O.G. MAX.(WHEN OVER 16' IN HfEGHT.)
IX4 P.T. OR 5/4' X 4' MIN.
SECURE THUR FRAME AND
MIN HEAD SIZE 300
EXTEND 1-1/4' INTO BLOCK
MIN EMBEDMENT 11/4'J
2 X 4 (WHEN OVER 16' IN HIEGHT.)
W/3/16' TAPCONS OR DRIVE
8" FROM EACH END AND IS°
2 X SOLID Bo LK'G ARCH
PIN (MIN SHANK SIZE.145
U.C. MAX. MIN 1-I/4' EMBEDMENT
l/16' OSB SHEATHING
SECURE W/2-12d EACH END
MIN HEAD SIZE 300
.-1/2' DRYWALL
2 X 8 (MIN 2 X 3) 2-3/Iro TAPCON
_ 2 X 4 16' O.G. MAX.(WHEN OVER lro" IN HIEGHT.)
ATTACHMENT PER MANUFACTOR'S SPECS.
MIN EMBEDMENT I I/4") g" CMU
REFER TO MANUFACTURING
I'X4' OR I'X2' P.T. NAILER
OR DRIVE PIN MIN SHANK 51ZE.145
2X4 BLOCKS
MTL WDW FRAME
DETAILS FOR SPACING.
DOOR CASING
MIN NEAP SIZE 300
sNotE: No GAP m WDW FRAME
MIN EMBEDMENT 1/4')
CMU WALL
TO EXCEED 1/4"
NOTE:
8' FROM EACH END AND 18°
SHIM AS NEEDED
O.C_ MAX. MIN 1-1/4" EMBEDMENTr,
DOOR JAMB
_
TO PLUMB JAMB
Do NOT EXECED 1/4'.
ARC;�4UJA`�
[DETAIL 1(oll AND L� F.
t
IDOCfP,, JA 5 TO
BLOC 3/4 OfQ.
5/4
DBL. TOP PLATE
8 DBL. TOP PLATE
DBL. TOP PLATE
DBL. TOP PLATE
2X4 lro'" O.C. MAX.
.1 IF-
2X4 16' O.C. MAX. Fl
SECURE 2X<4
TO WOOD WJ/2-12d e
6"-8' O.C. SiTAGGERED
SECURE 2X4
TO WOOD W/2 -12 of m
BT. PLATE
6'-S" O.C. STAGGERED
SECURE 2?X4 W/2-3/16' TAPCON5
BT. PLATE
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
II II II
MIN EMBEDMENT 1 1/4]')
SECURE 2X4 W/2-3/16' TAPCON5
WITHIN 8' OF EACH END NOT TO
OR DRIVE PIN (MIN SHANK 5IZE.145
EXCEED l3' OCMAX. 2X4 SOLID BLOCKING
_
MIN HEAP SIZE 300
MIN EMBEDMENT 1 1/4')
SECURE To SHEATHING W/
WITHIN 8" OF EACH END NOT To
MIN. 2-12d PER BLK EA. END I/2' PLYWOOD
EXCEED IV O.CMAX.
OR 1/16" O.S.B.
2X4 SOLID BLOCKING
SECURE To SHEATHING W/
1/2' PLYWOOD
MIN. 2-12cl PER BLK EA. END
OR 1/16'
O.S.B.
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LOT#136
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DETAILS
8c
NOTES
r.ATE:e7�13/12/03
SCALE: 1/41sjl-0l
SHEET
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PdE WORK AN[) NCr AS AUTHORITY TO VIOLATE,
tANCt_L, ALrcil, OR SET AS10i: ANY ()Fr THE
Or THE TECHNICAL CCoPl, Wk? SHALL,
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r)EF'r 1-00M Tf<RCArrEr? REQUIRING A CORREGL
Tioti o;e .RRokE� s
ON THE PLANS. CONsmUCTION
'OR OTHER VIOLATIONS OF THE CODES.
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