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17'-9
"4
9'-9"
64'-7 1/2"
24'-0 1/2"22'
22' 10'-6 1/2"
25'
7'-6
"
12
'
DR
IV
EW
AY
GA
RA
GE
FR
ON
T
PO
RC
H
RE
SID
EN
CE
RE
AR
PO
RC
H
PA
RK
IN
G
PA
D
27'-6
"
EAST 170'
LOT
12
HO
MED
TEA
D S
TREE
T
45'
40'
REAR SETBACK
40'
DR
AIN
AG
E
SE
RV
IT
UD
E
NWEST 170'
SO
UT
H 7
5'
NO
RT
H 7
5'
7'-6
"2
2'
PL
AN
S F
OR
: H
BA
R
AF
FL
E H
OU
SE
LO
T 1
2, R
OB
IN
DA
LE
S
/D
CO
VIN
GT
ON
, L
A
ST
.T
AM
MA
NY
P
AR
IS
H
AL
TH
OU
GH
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RY
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OR
T H
AS
B
EE
N M
AD
E T
O
EN
SU
RE
T
HE
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P
LA
NS
A
RE
C
OR
RE
CT
T
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OW
NE
R/C
ON
TR
AC
TO
R IS
T
O V
ER
IF
Y A
LL
DIM
EN
SIO
NS
A
ND
D
ET
AIL
S. D
ES
IG
NE
R IS
U
NA
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E
TO
P
RO
VID
E O
N-S
IT
E S
UP
ER
VIS
IO
N A
ND
H
AS
N
O
CO
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RO
L O
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HE
C
ON
ST
RU
CT
IO
N O
F T
HE
PR
OJE
CT
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HE
RE
FO
RE
T
HE
RE
IS
N
O W
AR
RA
NT
Y
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OV
ID
ED
F
OR
T
HE
U
SE
O
F T
HE
SE
P
LA
NS
.
TH
ES
E P
LA
NS
A
RE
TO
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OM
PLY
W
IT
H
TH
E IR
C 2015
BU
ILD
IN
G C
OD
E
AN
D A
LL LO
CA
L
BU
ILD
IN
G C
OD
ES
.
NO
VE
MB
ER
2
5, 2
01
9
PA
GE
1
O
F 3
Styl
e of
Life LL
C.
meg
bcoo
per@
yaho
o.co
m
A0SITE PLANSCALE: 3/16" = 1'-0"
SEE OFFICIAL SURVEY FOR INFO NOT SHOWN
A/C
AT
TIC
3'x5'-6" F
RE
E
ST
AN
DIN
G
TU
B
LIN
EN
CA
B
CONTROLS
30" R
AN
GE
REFR
GAS
2880 CO
4'
LIVING
12' CLG
KITCHEN
10' CLG
LAUNDRY
10' CLG
DINING
10' CLG
H
EA
RT
H
36
" F
P
GAS
30
80
C
O
14'-3 1/2"
11'
BEDROOM 2
10' CLG
FRONT
PORCH
10' CLG
BATH 2
10' CLG
BEDROOM 3
10' CLG
DW
MASTER
BEDROOM
10' CLG
CLOSET
MASTER
BATH
10' CLG
HALL
10' CLG
TILE
SHOWER
REAR
PORCH
10' CLG
3'-6" W
ID
E
BU
ILT
-IN
30'-6"
13'-1 1/2"
17'-7"
4' x 7'-6" IS
LA
ND
6'-6"
11'-3"
11'-9"
WA
SH
DR
Y
DR
OP
Z
ON
E
9'-9 1/2" 9'-9 1/2" 9'-9 1/2"
12'-8"4'-1"
31'-8 1/2"
21'-5 1/2"
6'-6"
9'-6"
9.5x9.5 WOOD
COLS, TYP.
5'-5 1/2" 9'-9 1/2" 9'-9 1/2" 7'-11 1/2"
5'-1"5'-1"
6 3/4"6 3/4"
7'-6"
10'-2"
2'-0 1/2"2'-0 1/2"
5'-2 1/2"4'-8"
2'-9 1/2"
2'-3"
16'-11 1/2"
2'-3"
HB
HB
HB
GAS
28
80
C
O
4'-3 1/2"
6" W
ALL
6" WALL
6" WALL
CLO
SE
T
2'-7"
6'-6"
7'-5 3/4"
7'-0 1/4"
8'-9 1/2"
AA AA
9'-9" 3'-10"
BB
BB
CC
GG
EEEEEE
DD
GG
1
2
2
2
2
4
8
7
A
A2.2
R/A
DRY
VENT
WO
OD
BU
RN
IN
G
9"x12" ANTIQUE WOOD BEAM
17'-2 1/2"
49'-9"
21'
4'
4
COATS
MUD
ROOM
10' CLG
10'-0 1/2"
8'-2 1/2"
11'
7'-5"
CLO
SE
T
2'-7"
RE
FR
SP
AC
E
PANTRY
2'-4"
3'-6" W
ID
E
BU
ILT
-IN
16'-9 1/2"
17'-11" 10'-2"
LINEN
6' VANITY
7'-3"
LIN
EN
DD
4'-1"
65'-7 1/2"
32"x60"
SLIDE-IN
TUB
4'-1"
49'-9"
65'-7 1/2"
17'-6"
9'-6"
10'-8"
9'-5"
8'-1"
14'-3 1/2"
2'-7 1/4"
2'-4 1/2"
8'-1 3/4"
9'-8"
5'-6"
16'-6 1/2"
2'-6"
2'-6"
3'-11 1/2"
3'-6 1/2" 10'-6" 3'-6 1/2"
5'-9 1/4"
3'-0 1/2"
11'-4 1/4"
9"
DD
RECESS
SLAB 3
1
2
" @
SHOWER
GAS GAS
2
4
3
3
23'-3 1/2"
21'-11"
4'-4"
2'
3'-9"
5
6
6
2x6
C
.J.
@ 1
6" O
.C
.
2x6
C
.J.
@ 1
6" O
.C
.
2x6
C
.J.
@ 1
6" O
.C
.
2x6
C
.J.
@ 1
6" O
.C
.
2x8
C
.J.
@ 1
6" O
.C
.
2x6 C.J.
@ 16" O.C.
2x6 C.J.
@ 16" O.C.
2x1
0 C
.J.
@ 1
6" O
.C
.
2x1
0 C
.J.
@ 1
6" O
.C
.
2x1
2 C
.J.
@ 1
6" O
.C
.
2x6 C.J.
@ 16" O.C.
2x6 C.J.
@ 16" O.C.
2-2x12 BEAMS
2-1 3/4" x 16" LVL ABOVE
2-1 3/4" x 16" LVL ABOVE
FF
FF
GG
DD
5'-7" 4'-2"
5'-1"
6'-5"
6'
3'
2'-2"
4'-3"6'-0 1/2"
3'-7"
6'-0 1/2" 5'-7 1/2" 5'-11"
7.5x7.5 WOOD
COLS, TYP.
4
4'-3" VANITY
4'-9" V
AN
IT
Y
5'-6 1/2"
36" TALL
1
2
WALL W/
GLASS
ABOVE
3'
5'-10 1/2"
*
*
*
*
PR 2080 RAISED PANEL INT
2080
6
7
8
PR 2'-6"x8' CUSTOM WOOD DOORS
2880
2480
5
4
3
5080
2
1
RAISED PANEL INT
RAISED PANEL INT
10
4080
RAISED PANEL INT
ALL NEW GLAZING MUST HAVE A SHGC RATING OF
.40 OR LOWER AND A U-FACTOR OF .75 OR LOWER
TO SATISFY 2009 IECC
92868
16'x8'16' WIDE x 7' HIGH GARAGE DOOR
3'-0" x 7'-6"AA
*
TEMPERED
2'-6" x 6'-6"BB
2'-8" x 6'-0"CC
2'-0" x 4'-6"DD
1'-8" x 4'-6"EE
2'-8" x 6'-6"FF
SNGLEHG / 8' HDR TEMP BOTTOM SASH
SINGLE HG / 8' HDR
SINGLE HG / 8' HDR
CASEMENT/ FIXED (SEE PLN) / 8' HDR
SINGLE HG / 8' HDR
2'-6" x 6'-6"GG
2'-8" x 4'-6"HH
SINGLE HG / 8' HDR
SNGL HG / 17'-10 1/2 HDR/ IN DORMER
(SEE FR ELEV DWG A2.1)
DOOR & WINDOW SCHEDULE
PR 1680 RAISED PANEL INT3080
2880
2880
PR 2680 1 LIGHT EXTERIOR
6 LIGHT 1 PANEL EXTERIOR
4 LIGHT 2 PANEL EXTERIOR
SINGLE HG / 8' HDR
NO
VE
MB
ER
2
5, 2
01
9
PA
GE
2
O
F 7
AL
TH
OU
GH
E
VE
RY
E
FF
OR
T H
AS
B
EE
N M
AD
E T
O
EN
SU
RE
T
HE
SE
P
LA
NS
A
RE
C
OR
RE
CT
T
HE
OW
NE
R/C
ON
TR
AC
TO
R IS
T
O V
ER
IF
Y A
LL
DIM
EN
SIO
NS
A
ND
D
ET
AIL
S. D
ES
IG
NE
R IS
U
NA
BL
E
TO
P
RO
VID
E O
N-S
IT
E S
UP
ER
VIS
IO
N A
ND
H
AS
N
O
CO
NT
RO
L O
VE
R T
HE
C
ON
ST
RU
CT
IO
N O
F T
HE
PR
OJE
CT
. T
HE
RE
FO
RE
T
HE
RE
IS
N
O W
AR
RA
NT
Y
PR
OV
ID
ED
F
OR
T
HE
U
SE
O
F T
HE
SE
P
LA
NS
.
TH
ES
E P
LA
NS
A
RE
TO
C
OM
PLY
W
IT
H
TH
E IR
C 2015
BU
ILD
IN
G C
OD
E
AN
D A
LL LO
CA
L
BU
ILD
IN
G C
OD
ES
.
A1.1FLOOR PLANSCALE: 1/4" = 1'-0"
LIVING 1969
PORCHES 368
GARAGE 484
TOTAL UNDER BEAM 2821
AREA
Styl
e of
Life LL
C.
meg
bcoo
per@
yaho
o.co
m
PL
AN
S F
OR
: H
BA
R
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FL
E H
OU
SE
LO
T 1
2, R
OB
IN
DA
LE
S
/D
CO
VIN
GT
ON
, L
A
ST
.T
AM
MA
NY
P
AR
IS
H
DISP
220V
TO FRONT
FLOOD
LIGHTS
FLOOR OUTLET
(VERIFY LOCATION)
A/C
AT
TIC
LIG
HT
ELECT
PANEL
LIGHT KIT
DISP
BUTTON
REFR
GAS
LIVING
12' CLG
KITCHEN
10' CLG
LAUNDRY
10' CLG
DINING
10' CLG
36
" F
P
GAS
BEDROOM 2
10' CLG
FRONT
PORCH
10' CLG
BATH 2
10' CLG
BEDROOM 3
10' CLG
DW
MASTER
BEDROOM
10' CLG
CLOSET
MASTER
BATH
10' CLG
HALL
10' CLG
REAR
PORCH
10' CLG
WA
SH
DR
Y
GAS
CLO
SE
T
R/A
WO
OD
BU
RN
IN
G
MUD
ROOM
10' CLG
CLO
SE
T
RE
FR
SP
AC
E
PANTRY
GAS GAS
R
RR
R
R
R
R
R
R
R
RR
R
R
RR
R
R
R
R
RR R
HVL
HVL
R
R
TO REAR
FLOOD
LIGHTS
P
P
P
WP
WP
WP
WP
LIGHT KIT
WP
WP WP WP
WP
WP
WPWP
TO GARAGE &
REAR RESIDENCE
FLOOD LIGHTS
TO GARAGE
LANTERN
S
3
S
3
S
3
S
3
S
3
S
3
S
3
S
3
SS
S
S
S
3
S
3
S
3
SS
S
3
SS
SS
S
SS
SS
SS
SS
3
SS
3
S
3
S
3
S
3
S
S
3
VL
SS
SS SSS
SS
S
S
WPWP
S
S
WP
3
S
R
P
3-WAY SWITCH
DUPLEX OUTLET W/ GFI
PHONE / CABLE LINE
DUPLEX OUTLET
GAS / ELECTRIC LANTERN
ONE-WAY SWITCH
RECESSED INCANDESCENT
PENDANT
FLUORESCENT
HVLHEATER/VENT LIGHT
SMOKE / CARBON MONOXIDE DET
CEILING FAN W/ OR
W/ OUT LIGHT
UNDERMOUNT CABINET LIGHTING
S
D
DIMMER SWITCH
VLVENT LIGHT
OUTDOOR LIGHTING
ELECTRICAL LEGEND
CEILING MOUNTED LIGHT
WALL SCONCE
SMOKE DETECTOR
NO
VE
MB
ER
2
5, 2
01
9
PA
GE
3
O
F 7
AL
TH
OU
GH
E
VE
RY
E
FF
OR
T H
AS
B
EE
N M
AD
E T
O
EN
SU
RE
T
HE
SE
P
LA
NS
A
RE
C
OR
RE
CT
T
HE
OW
NE
R/C
ON
TR
AC
TO
R IS
T
O V
ER
IF
Y A
LL
DIM
EN
SIO
NS
A
ND
D
ET
AIL
S. D
ES
IG
NE
R IS
U
NA
BL
E
TO
P
RO
VID
E O
N-S
IT
E S
UP
ER
VIS
IO
N A
ND
H
AS
N
O
CO
NT
RO
L O
VE
R T
HE
C
ON
ST
RU
CT
IO
N O
F T
HE
PR
OJE
CT
. T
HE
RE
FO
RE
T
HE
RE
IS
N
O W
AR
RA
NT
Y
PR
OV
ID
ED
F
OR
T
HE
U
SE
O
F T
HE
SE
P
LA
NS
.
TH
ES
E P
LA
NS
A
RE
TO
C
OM
PLY
W
IT
H
TH
E IR
C 2015
BU
ILD
IN
G C
OD
E
AN
D A
LL LO
CA
L
BU
ILD
IN
G C
OD
ES
.
A1.2
ELECTRICAL PLANSCALE: 1/4" = 1'-0"
Styl
e of
Life LL
C.
meg
bcoo
per@
yaho
o.co
m
PL
AN
S F
OR
: H
BA
R
AF
FL
E H
OU
SE
LO
T 1
2, R
OB
IN
DA
LE
S
/D
CO
VIN
GT
ON
, L
A
ST
.T
AM
MA
NY
P
AR
IS
H
GARAGE
9' CLG
SS
TO GARAGE &
REAR RESIDENCE
FLOOD LIGHTS
GARAGE DOOR
S
3
ATTIC
LIGHT
S
PR 2080 RAISED PANEL INT
2080
6
7
8
PR 2'-6"x8' CUSTOM WOOD DOORS
2880
2480
5
4
3
5080
2
1
RAISED PANEL INT
RAISED PANEL INT
10
4080
RAISED PANEL INT
ALL NEW GLAZING MUST HAVE A SHGC RATING OF
.40 OR LOWER AND A U-FACTOR OF .75 OR LOWER
TO SATISFY 2009 IECC
92868
16'x8'16' WIDE x 7' HIGH GARAGE DOOR
3'-0" x 7'-6"AA
*
TEMPERED
2'-6" x 6'-6"BB
2'-8" x 6'-0"CC
2'-0" x 4'-6"DD
1'-8" x 4'-6"EE
2'-8" x 6'-6"FF
SNGLEHG / 8' HDR TEMP BOTTOM SASH
SINGLE HG / 8' HDR
SINGLE HG / 8' HDR
CASEMENT/ FIXED (SEE PLN) / 8' HDR
SINGLE HG / 8' HDR
2'-6" x 6'-6"GG
2'-8" x 4'-6"HH
SINGLE HG / 8' HDR
SNGL HG / 17'-10 1/2 HDR/ IN DORMER
(SEE FR ELEV DWG A2.1)
S
WP
3
S
R
P
3-WAY SWITCH
DUPLEX OUTLET W/ GFI
PHONE / CABLE LINE
DUPLEX OUTLET
GAS / ELECTRIC LANTERN
ONE-WAY SWITCH
RECESSED INCANDESCENT
PENDANT
FLUORESCENT
HVLHEATER/VENT LIGHT
SMOKE / CARBON MONOXIDE DET
CEILING FAN W/ OR
W/ OUT LIGHT
UNDERMOUNT CABINET LIGHTING
S
D
DIMMER SWITCH
VLVENT LIGHT
OUTDOOR LIGHTING
ELECTRICAL LEGEND
DOOR & WINDOW SCHEDULE
CEILING MOUNTED LIGHT
WALL SCONCE
SMOKE DETECTOR
PR 1680 RAISED PANEL INT3080
2880
2880
PR 2680 1 LIGHT EXTERIOR
6 LIGHT 1 PANEL EXTERIOR
4 LIGHT 2 PANEL EXTERIOR
SINGLE HG / 8' HDR
GARAGE
9' CLG
9
10
22'
22
'
18
'-4
"3
'-8
"
22
'
22'
HB
2x12 C.J.
@ 16" O.C.
2-1 3/4" x 16" LVL
ATTIC
GARAGE
9' CLG
10:12
10
:1
21
0:1
2
10:12
1'-4
"
1'-4"
4' WIDE x 3'-6" DEEP
METAL AWNING & IRON
BRACKETS
ATTIC
9'-1" PLATE 9'-1" PLATE9'-1" PLATE
NO
VE
MB
ER
2
5, 2
01
9
PA
GE
4
O
F 7
AL
TH
OU
GH
E
VE
RY
E
FF
OR
T H
AS
B
EE
N M
AD
E T
O
EN
SU
RE
T
HE
SE
P
LA
NS
A
RE
C
OR
RE
CT
T
HE
OW
NE
R/C
ON
TR
AC
TO
R IS
T
O V
ER
IF
Y A
LL
DIM
EN
SIO
NS
A
ND
D
ET
AIL
S. D
ES
IG
NE
R IS
U
NA
BL
E
TO
P
RO
VID
E O
N-S
IT
E S
UP
ER
VIS
IO
N A
ND
H
AS
N
O
CO
NT
RO
L O
VE
R T
HE
C
ON
ST
RU
CT
IO
N O
F T
HE
PR
OJE
CT
. T
HE
RE
FO
RE
T
HE
RE
IS
N
O W
AR
RA
NT
Y
PR
OV
ID
ED
F
OR
T
HE
U
SE
O
F T
HE
SE
P
LA
NS
.
TH
ES
E P
LA
NS
A
RE
TO
C
OM
PLY
W
IT
H
TH
E IR
C 2015
BU
ILD
IN
G C
OD
E
AN
D A
LL LO
CA
L
BU
ILD
IN
G C
OD
ES
.
A1.3
Styl
e of
Life LL
C.
meg
bcoo
per@
yaho
o.co
m
PL
AN
S F
OR
: H
BA
R
AF
FL
E H
OU
SE
LO
T 1
2, R
OB
IN
DA
LE
S
/D
CO
VIN
GT
ON
, L
A
ST
.T
AM
MA
NY
P
AR
IS
H
GARAGE ELECTRICAL PLANSCALE: 1/4" = 1'-0"
GARAGE PLANSCALE: 1/4" = 1'-0"
GARAGE ROOF PLANSCALE: 1/4" = 1'-0"
GARAGE FRONT ELEVATIONSCALE: 1/4" = 1'-0"
GARAGE LEFT ELEVATIONSCALE: 1/4" = 1'-0"
GARAGE RIGHT ELEVATIONSCALE: 1/4" = 1'-0"
REAR ELEVATION SIMILAR
NO
VE
MB
ER
2
5, 2
01
9
PA
GE
5
O
F 7
AL
TH
OU
GH
E
VE
RY
E
FF
OR
T H
AS
B
EE
N M
AD
E T
O
EN
SU
RE
T
HE
SE
P
LA
NS
A
RE
C
OR
RE
CT
T
HE
OW
NE
R/C
ON
TR
AC
TO
R IS
T
O V
ER
IF
Y A
LL
DIM
EN
SIO
NS
A
ND
D
ET
AIL
S. D
ES
IG
NE
R IS
U
NA
BL
E
TO
P
RO
VID
E O
N-S
IT
E S
UP
ER
VIS
IO
N A
ND
H
AS
N
O
CO
NT
RO
L O
VE
R T
HE
C
ON
ST
RU
CT
IO
N O
F T
HE
PR
OJE
CT
. T
HE
RE
FO
RE
T
HE
RE
IS
N
O W
AR
RA
NT
Y
PR
OV
ID
ED
F
OR
T
HE
U
SE
O
F T
HE
SE
P
LA
NS
.
TH
ES
E P
LA
NS
A
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FRONT ELEVATIONSCALE: 1/4" = 1'-0"
REAR ELEVATIONSCALE: 1/4" = 1'-0"
LEFT ELEVATIONSCALE: 1/4" = 1'-0"
RIGHT ELEVATIONSCALE: 1/4" = 1'-0"
A2.1
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4:12
PITCH BREAK
A
A2.2
7:12
7:12
7:12
2.75:12
8:12
10:12
8:128:12
10:12
7:12
7:12
7:12
7:12
7:12
10:12
10:12
10:12
10:12
10:12
10:12
10:1210:12
1'-4"
1'-4"
1'-4"
1'-4"
1'-4"
1'-4"
1'-4"
1'-4"
CRICKET
CRICKET
4' WIDE x 3'-6" DEEP
METAL AWNING & IRON
BRACKETS
9 1/2"
CHIMNEY W/
METAL CAP
HH
8'
12
2.75
9'-6"
12
7
12'-1"
10'-1"
12'-8"
10'-1"
1'-10"
1'-10"
12
7
12
7
12
4
2'
1'-6
"
1'-4" 1'-4"
1'-4"
LIVING KITCHEN REAR
PORCH
FRONT
PORCH
23'-1 3/16"
ATTIC VENTILLATION &
BRACING PER CODE
SHINGLE ROOF
2x RIDGE BEAM
METAL ROOF
2x6 RAFTERS @
24" O.C.
8" SQ COLS, TYP.
HORIZONTAL FIBER CEMENT
SIDING W/ 5
1
2
" REVEAL
2-1
3
4
"x16" LVL W/ FURRING TO
MATCH COLUMN SIZE
HARDI (BOARD AND
BATTON SIDING)
9 1/2"x9 1/2" SQ COLS, TYP.
1"x10" BASE
3/4" COVE
1 1/2"x2" TRIM
3/4" COVE
PENCIL MOULDING
1" COVE W/ 1" TRIM ABOVE
3-2x8 BEAMS W/
FURRING
10"Hx14"W BRACKETS
BRICK BORDER & FACE @
FRONT PORCH
12
8
18'-10"
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A3.1
ROOF PLANSCALE: 1/4" = 1'-0"
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SECTION ASCALE: 1/4" = 1'-0"
H2.5 - Top plate to Rafter - nts
Simpson Strong-TieSimpson Strong-Tie
Sill Plate to Foundation - nts
TSP
Simpson Strong-Tie
Stud to top Plate - nts
H8
Simpson Strong-Tie
Stud to top Plate - nts
Windstorm Structural Sheathing PanelsFrom Bottom of Bottom Pate to Top of 2nd Top Plate
8' wall - 97
1
8
"
9' wall - 109
1
8
"
10' wall - 121
1
8
"
Nailed 6" O.C. (Perimeter) & 12" O.C. (Interior)
Shearwall at Garage Door Sides Less than 27"
- 1 piece windstorm structural sheathing panels on both sides of
wall nailed 6" o.c. (Perimeter) & 12" o.c. (Interior)
- Lam Beam Header to run total Length of wall
- 2 simpson cs16's each side of door frame
TYPICAL WALL FRAMING DETAILSCALE - NTS
12. R502.8.1 Sawn Lumber. Notches in solid lumber joists, rafters and beams shall not exceed one-sixth of the
depth of the member and shall not be located more than one-third of the depth of the member and shall not be
located in the middle one-third of the span. Notches at the ends of the member shall not exceed one-fourth the
depth of the member. The tension side of members 4 inches (102 mm) or greater in nominal thickness shall not be
notched except at the ends of the members. The diameter of holes bored or cut into members shall not exceed
one-third the depth of the member. Holes shall not be closer than 2 inches (51 mm) to the top or bottom of the
member, or to an other hole (51 mm) to the notch.
13. R502.8.2 Engineered Wood Products. Cuts, notches and holes bored in trusses, laminated veneer
lumber, glue laminated members or i-joists are not permitted unless the effects of such penetrations are specifically
considered in the design of the member.
14. R602.6 Drilling and Notching-Studs. Any stud in an exterior wall or bearing partition may be cut or notched
to a depth not exceeding 25 percent of its width. Studs in nonbearing partitions may be notched to a depth not to
exceed 40 percent of a single stud width. Any stud may be bored or drilled, provided that the diameter of the
resulting hole is no greater than 40 percent of the stud width, the edge of the hole is no closer than 5/8 inch (15.9
mm) to the edge of the stud, and hole is not located in the same section as a cut or notch. See figures R602.6 (1)
and R602.6 (2). Exceptions: (1) A stud may be bored to a diameter not exceeding 60 percent of its width, provided
that such studs located in exterior walls or bearing partitions are doubled and that not more than 2 successive studs
are bored. (2) Approved stud shoes may be used when installed in accordance with manufacturers
recommendation.
15. R602.6.1 Drilling and Notching of Top Plate. When piping or duct-work is placed in or partly in an exterior
wall or interior wall, braced or load bearing wall, necessitating a cut of the top plate by more than 50 percent of its
width, a galvanized metal tie not less than 0.054 inch (1.37 mm) (16 gauge) and 1.5 inches (38 mm) wide shall be
fastened to each plate across and to each side of the opening with no less than six 16d nails. (See figure R602.6.1)
Exception: When the entire side of the wall with the notch or the cut is covered by wood structural panel sheathing.
16. R602.8 Fireblocking Required. Fireblocking shall be provided to cut off at all concealed draft openings
(both vertical and horizontal) and to form an effective fire barrier between stories, and between top story and the
roof space. Fireblocking shall be provided in wood frame construction in the following locations:
(1) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor level and at
10-foot (3048 mm) intervals both vertical and horizontal. Batts or blankets of mineral or glass fiber or other
approved non-rigid materials shall be allowed as fireblocking in walls constructed using parallels rows of studs or
staggered studs.
(2) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings
and cove ceilings.
(3) In concealed spaces between stair stringers at the top and bottom of run, enclosed spaces under stairs shall
comply with Sec. R314.8.
(4) At openings around vents, pipes and ducts at ceiling and floor level, with an approved material to resist the free
passage of flame and products of combustion.
(5) For the fireblocking of chimneys and fireplaces, see Sec. R1001.16.
(6) Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation.
17. R905.2.2 Slope. Asphalt shingles shall only be used on roof slope of two units vertical in 12 units (2:12) or
greater. For roof slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units
horizontal (4:12), double underlayment application is req'd in accordance with Sec. R905.2.7
18. R905.2.6 Attachment. Asphalt shingles shall have the minimum number of fasteners req'd by the
manufacturer normal application, asphalt shingles shall be secured to the roof with not less than four fasteners per
individual shingle. Were the roof slope exceeds 20 units vertical in 12 units horizontal (20:12) up to four units
vertical in 12 units horizontal (4:12), double underlayment application is required in accordance with Sec. R905.2.7.
Exception: Asphalt stip shingles shall have a minimum of six fasteners per shingle where the roof is in one of the
following categories:
(1) The basic wind speed per figure R301.2 (4) is 110 mph (177km/h) or greater and the eave is 20 feet (6096 mm)
higher above grade.
(2) The basic wind speed per Figure R301.2 (4) is 120 mph (193 km/h) or greater.
(3) Special wind zones per Figure R301.2 (4).
19. R905.2.7 Underlayment Application. For roof slopes from two units vertical in 12 units horizontal
(17-percent slope), up to four units vertical in 12 units horizontal (33-percent slope) underlayment shall be two layers
applied in the following manner. Apply a 19-inch (482 mm) strip of underlayment felt parallel with and starting at the
eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36-inch wide (914 mm) sheets of
underlayment, overlapping successive sheets 19 inches (482 mm), and fastened sufficiently to hold in place. For
roofs of four units vertical in 12 units horizontal (33-percent slope) or greater, underlayment shall be one layer
applied in the following manner. Underlayment shall be applied shingle fashion, parallel to and starting from the
eave and lapped 2 inches (51 mm), fastened sufficiently to hold in place. End laps shall be offset by 6 feet (1829
mm).
20. R905.2.7.2 Underlayment and High Wind. Underlayment applied in areas subject to high winds (greater
than 110 mph (177 km/h) per Figure R301.2 (4)) shall be applied with corrosion resistant fasteners in accordance
with manufacturer's installation instructions. Fasteners are to be applied along the overlap not farther apart than 36
inches (914 mm) on center.
21. R002.1 Listing. Factory built chimneys shall be listed and labeled and shall be installed and terminated in
accordance with the manufacturers installation instructions.
22. R1004.1 General. Factory built fireplaces shall be listed and labeled and shall be installed in accordance
with the conditions of the listing. Factory built fireplaces shall be tested in accordance with UL127.
23. R1004.2 Hearth Extensions. Hearth extensions of approved factory built fireplaces shall be installed in
accordance with the listing of fireplaces. The hearth extension shall be readily distinguishable from the surrounding
floor area.
24. R1004.4 Unvented gas log heaters. An unvented gas log heater shall not be installed in a factory built
fireplace unless the fireplace system has been specifically tested, listed and labeled for such use in accordance with
UL 127.
25. N101.31 Insulation. The thermal resistance (R-value) shall be indicated on all insulation and the insulation
installed such that the R-value can be verified during inspection, or a certification of the installed R-value shall be
provided at the job site by the insulation installer. Where blown-in or sprayed insulation is applied in walls, the
installer shall provide a certification of the installed density and R-value. Where blown-in or sprayed insulation is
applied in the roof-ceiling assembly, the installer shall provide a certification of the initial installed thickness, overage
area and number of bags of insulating material installed. Markers shall be provided for every 300 square feet (28
mm) of attic area, attached to the trusses, rafters, or joists, and indicate in 1-inch high (25.4 mm) numbers the
installed thickness of the insulation. (R-values re required to be included on drawings). (Window schedule is
required to reflect U-Facor and SHGC ratings).
26. 800.6 Mechanical Execution of Work. Communications circuits and equipment shall be installed in a neat and
workmanlike manner. Cables shall be supported by the building structure in such a manner that the cable will not be
damaged by normal building use.
FPN: One way to determine accepted industry practice is to refer to nationally recognized standards such as
Commercial Building Telecommunications Cable Standard, ANSI/EIA/TIA 568-A1995: Commercial Building
Standard for Telecommunications Pathways and Spaces, ANSI/EIA/TIA 569-A-1997: and Residential and Light
Commercial Telecommunications Wiring Standard, ANSI/EIA/TIA 570-A-1991, or other ANSI- approved installation
standards.
27. 680-72 Added for the 1999 code to require access to electrical equipment associated with hydromassage tub.
Building codes may not require access to this equipment. This requirement is intended to ensure that the electrical
equipment associated with hydromassage bathtubs can be accessed for maintenance and repair without damaging
the finish or structure of the building. The access may be either an integral part of the tub or one that is provided in
the finish that encloses the tub.
HD5B HTT5
TOP OF PLATE
5/8" ANCHOR BOLT
26-16d SINKER NAILS
STHD1438-16d SINKER NAILS
5,025#
5,090#
5/8" ANCHOR BOLT
2 - 3/4" BOLTS
4,505#
(FOR 3" MIN WOOD MEMBER THICKNESS)
TOP OF CONCRETE
WINDOW/DOOR OPENING NOTES:
1. ALL EXTERIOR WALLS SHALL BE SHEATHED, NOT SHOWN
2. SEE SHEAR WALL DETAIL FOR INFO NOT SHOWN
3. RAFTERS NOT SHOWN, ANCHOR BOLTS NOT SHOWN
4. SIMPSON CS16 CONNECTORS ARE REQUIRED WHETHER
UPLIFT CONNECTOR OR SHEATHING IS USED IN LIEU OF STUD
CONNECTORS
TYPICAL WINDOW OPENING DETAIL (DOOR OPENING SIMILAR)
NTS.
DOUBLE 2x TOP
PLATE
2x STUDS ,
TYP.
2x SILL PLATE
CONNECTOR NOT REQD
SIMPSON CS16 (WRAP
OVER HEADER) 22-10d x 1
1/2" NAILS (11 NAILS EACH
FACE) SEE NOTE 4 BELOW
SIMPSON CS16 (WRAP
OVER HEADER) 22-10d x 1
1/2" NAILS (11 NAILS EACH
FACE) SEE NOTE 4 BELOW
TYP (NOT REQD IF SHEATHING IS
USED IN LIEU OF UPLIFT CONNECTORS)
HOLLOW COL. UPLIFT CONNECTION
CMST14
MIN. 3 1/4" INSIDE
DIAMETER REQ'D.
INSTALL 8-10d NAILS
ON SIDE OF BEAM
2-10d NAILS AT TOP
CMST14
NTS.
SEE PLAN
FOR BEAM SIZE
7" M
IN
.
10 1/8" MIN. END DISTANCE
DISTANCE
4" MIN. EDGE
· PER SIMPSON TECHNICAL BULLETIN, INSTALLATION NO. 2
· NOTE: ABOVE DETAIL IS FOR 1 OR 2 PIECE LOAD BEARING
HOLLOW COLUMNS.
· SEE PIPE COLUMN DETAIL THIS DRAWING FOR AN ALTERNATE
MEANS OF PROVIDING UPLIFT CONNECTION
· NON-LOAD BEARING HOLLOW COLUMNS SHALL HAVE A LOAD
BEARING 6X6 POST (MIN) WITH A SIMPSON ABU66 BASE AND
SIMPSON CC CAP
· PROVIDE CMST14 STRAPS AT ENDS OF BEAMS SUBJECT TO
UPLIFT LOADING
SIMPSON HD5A
CONNECT TO CMST14
WITH2-3/4" DIAMETER
A307 BOLTS
TYP. (NOT REQ'D IF
SHEATHING IS USED IN LIEU OF
UPLIFT CONNECTORS)
ADDITIONAL
JACK STUDS
AS DESIRED,
TYP.
CUT
END
CLEAR
SPAN
END
USE EVERY OTHER NAIL
HOLE IN A ROW TO
PROVIDE THE CODE
REQUIRED MINIMUM
CENTER-TO-CENTER
SPACING FOR NAILS
PROVIDE MIN 7/8" END DISTANCE
EQUAL NUMBER OF
SPECIFIED NAILS IN
EACH END
CS22 - 12-10d NAILS(845#)
6
'-
0
"
M
A
X
O
P
E
N
I
N
G
H2.5
HEADER SPANS - EXPOSURE B FOREXTERIOR LOAD BEARING WALLS
HEADER
SIZE
SPAN
NOTE - BLDG. WIDTH IS MEASURED PERPENDICULAR TO THE RIDGE.
FOR WIDTHS BETWEEN THOSE SHOWN, SPANS ARE PERMITTED TO
BE INTERPOLATED. ALL HEADERS TO HAVE SOLID BLOCKING.
NO. FULL HGHT. STUDS
REQUIRED AT EACH END
THERMAL COMPONENT CRITERIA(U-FACTOR AND R-VALUE)
MAXIMUM
GLAZING
U-FACTOR
.75
MIN. INSULATION R-VALUE
R-30 R-13 R-13 R-5 R-5
CLGS.WALLS FLOORS BASEMENT
WALLS
CRAWL SP.
WALLS
WINDBORNE DEBRIS PROTECTIONFASTENING SCHEDULE FOR WOOD
STRUCTURAL WALLSFASTENER
TYPE
2-2x12 6" WOOD
SCREWS
FASTENER SPACING
4' PANEL
SPAN < 6'
PANEL
SPAN < 4'
6' PANEL
SPAN < 8'
16"
16" 16"
12" 9"
12"
SILL OR BOTTOM PLATE TO FND.CONNECTIONS RESISTING UPLIFT
LOADS 130mph WINDS EXPOSURE "B"BOTTOM PATE TO
FND. ANCHOR
BOLT
CONNECTION
RESISTING
UPLIFT LOADS
MAX. ANCHOR BOLT
SPACING (in.)
FOUNDATION
SUPPORTING
INTERIOR
ZONES
8" END ZONES
1-3 STORIES28 33
SILL OR BOTTOM PLATE TO FND.CONNECTIONS RESISTING SHEAR
LOADS 130mph WINDS EXPOSURE "B"
UPLIFT LOADS
1/2" ANCHOR
BOLTS
30 45
5/8" ANCHOR
BOLTS
24'-7"(2) 2x4
2
3
3
3
3
3
3
3
3
4
5'-6"
6'-1"
6'-8"
7'-1"
7'-5"
8'-3"
8'-8"
8'-7"
9'-6"
10'-0"
(2) 2x6
(2) 2x8
(2) 2x10
(2) 2x12
(3) 2x8
(3) 2x10
(3) 2x12
(4) 2x8
(4) 2x10
(4) 2x12
ROOF SHEATHING OR CLAD. REQ'DFOR WIND LOAD - EXP B
130 mph WINDS - EXPOSURE "B", TYP.
SHEATHING
LOCATION
INTERIOR
ZONE
E
PERIMETER
EDGE ZONE
MAX NAIL SPACING FOR 8d COM.
NAILS OR 10d BOX NAILS (in/OC)
RAFTER /
TRUSS
SPACING
12" O.C. 6
F
6
6
6
6
6 6
6
12
12
12
12
16" O.C.
24" O.C.
12" O.C.
16" O.C.
24" O.C.
HEADER SPANS - EXPOSURE B FOREXTERIOR LOADBEARING WALLS
MAX. SPAN EXCEEDS 16' (SPANS LIMITED TO 16') ALL
HEADERS TO HAVE SOLID BLOCKING
HEADER
SUPPORTING
ONE FLOOR
(CENTER
BEARING)
BUILDING WIDTH (ft.)
TWO FLOORS
ONLY (CENTER
BEARING)
SIZE
4'-4"
SPANS (ft. -in.)
3'-1" 2'-6"
(2) 2x4
(2) 2x6
(2) 2x8
(2) 2x10
(2) 2x12
(3) 2x8
(3) 2x10
(3) 2x12
(4) 2x8
(4) 2x10
(4) 2x12
(2) 2x4
(2) 2x6
(2) 2x8
(2) 2x10
(2) 2x12
(3) 2x8
(3) 2x10
(3) 2x12
(4) 2x8
(4) 2x10
(4) 2x12
12 24 36
6'-5" 4'-6" 3'-8"
8'-1" 5'-9" 4'-8"
9'-11" 7'-0" 5'-9"
11'-6" 8'-1" 6'-7"
10'-2" 7'-2" 5'-10"
12'-5" 8'-9" 7'-2"
14'-4" 10'-1" 8'-3"
11'-6" 8'-3" 6'-9"
14'-4" 10'-1" 8'-3"
" 11'-9" 9'-7"
2'-10" 2'-1" 1'-8"
4'-2" 3'-1" 2'-6"
5'-4" 3'-11" 3'-3"
6'-6" 4'-9" 3'-11"
7'-6" 5'-6" 4'-7"
6'-8" 4'-10" 4'-0"
8'-1" 6'-0" 4'-11"
9'-5" 6'-11" 5'-9"
7'-8" 5'-8" 4'-8"
9'-4" 6'-10" 5'-8"
10'-10" 8'-0" 6'-7"
JACK STUD REQUIREMENTS - FORINT. LOADBEARING WALLS
HEADER WIDTH - 3" (2-2x), 4.5" (3-2x), 6.5" (4-2x)
HEADER
SUPPORTING
ROOF AND
CEILING
ROOF SPAN (ft.)
ROOF. CLG.
& 1 CENTER
BEARING
FLOOR
HEADER
SPAN
NO. OF JACK STUDS REQUIRED
12 FEET 24 FEET 36 FEET
2
4
6
8
10
12
14
16
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
2 1 1 1
2 2 2
2223
11 1 12
2 2 1 1
2 2 12 3 22
2
2
2
2333 4
4 3 3
2
2 2 2
2 2 231 1 1
1 1 1
1 1 1 1
1 1 1 1
1 1 1
1 1
1
1 1 1 1
1 1 1
1 1 1
5
3446
7
3
5569
8
5
3
45
2
4
6
8
10
12
14
16 4464 3 2 2
2 2 2 3 3 5 5 4
445 3 333 2 2 2
2 2 2 4 3 3 2
3333 2 2 22 2
2
3 2 2 2
234 3
2
2 3 2 2 2
WINDOWS IN BUILDINGS LOCATED IN WINDBORNE DEBRIS
REGIONS SHALL HAVE GLAZED OPENINGS PROTECTED FROM
WINDBORNE DEBRIS. WOOD STRUCTURAL PANELS WITH A
MIN. THICKNES OF
7
16
" AND A MAX. SPAN OF 8' SHALL BE
PERMITTED FOR OPENING PROTECTION IN ONE AND TWO
STORY BUILDINGS. PANES SHALL BE PRE-CUT TO COVER THE
GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
JACK STUD REQ. - EXPOSURE "B" FOREXT. LOADBEARING WALLS
HEADER
SUPPORTING
ROOF AND
CEILING
HEADER WIDTH
ROOF CEILING
AND 1 CENTER
BEARING
FLOOR
HEADER
SPAN (ft.)
NO. OF JACK
STUDS REQUIRED
3" 4.5" 6.5"5"
2
4
6
8
10
12
14
16
2
4
6
8
10
12
14
16
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
2 1 1 1
HEADER WIDTH - 3" (2-2x), 4.5" (3-2x), 6.5" (4-2x)
2 1 2 2
2 2 22
3 2 22
3 2 22
3
3 3
2 2
2
4
4
4
4
4
3 3
3
3 3
3 3 3
3 3
5
5
2 2 2
2 2
2 2
2
1
HEADER NAILING SCHEDULEDESCRIPTION
HEAD TO HEAD
(FACE-NAILED)
NO. OF COM.
NAILS
8d 10d
NOTE - ALL HEADERS TO HAVE SOLID BLOCKING
SPACINGNO. OF BOX
NAILS
6" O.C. EDGES/
12" O.C. FIELD
WALL SHEATHING OR CLAD. REQ'DFOR WIND LOAD - EXP B
130 mph WINDS - EXPOSURE "B", TYP.
SHEATHING
LOCATION
INTERIOR
ZONE
E
PERIMETER
EDGE ZONE
MAX NAIL SPACING FOR 8d COM.
NAILS OR 10d BOX NAILS (in/OC)
STUD
SPACING
12" O.C. 6
F
6
6
6
6
6
12
12
12
12
16" O.C.
24" O.C.
12" O.C.
16" O.C.
24" O.C.
12
12
12
MATCH PLAN
SIMPSON -SP1 FASTEN
W/ (6) 10d NAILS TO
STUD & (4) 10d NAILS
TO SOLE PLATE CLIP
REQ'D @ EVERY STUD.
2x6 @ 24" O.C.
VERIFY W/
STRUCTURALS
SIMPSON -LTS16 FASTEN
W/ (6) 10dx1 1/2" NAILS
(BOTH PLATE & RAFTER)
CLIP REQ'D @ EVERY
RAFTER
2-2x4 TOP PLATES
CERTAINED
MAINSTREET DOUBLE
4" SIDING OR EQUAL
TO MEET CODE IBC
1405.13
1/2" OSB SHEATHING
P.T. 2x4 SOLE PLATE
1
2
" ANCHOR BOLT @ 28" O.C.
WITHIN 8" OF CORNERS & 33"
O.C. THEREAFTER W/ 7"
EMBEDDED INTO CONCRETE
R30 BATT INSULATION
2x4 STUD WALL
BLOCKING AT MIDPOINT
SIMPSON -H8 FASTEN W/ (5) 10dx1
1/2" NAILS (BOTH PLATE & STUD) CLIP
REQ'D @ EVERY RAFTER
R30 BATT INSULATION
2x6 (MIN) CJ
2x4 BRACING @ 4'-0" O.C.
ON LOAD BEARING WALL
DRIP EDGE
SEEPLAN
EXTERIOR WALL DETAIL DET. WITH BRICK VENEER
2x STUDS
1/2" GYPSUM BOARD
(EACH SIDE)
2x4+2x4 BRACE, MIN.
STUCCO OR SIDING
TYPICAL FRAMING DETAILS
12
CEILING JOIST
2x BLOCKING
FASCIA
BASE AND SHOE
SHEATHING
1/2" ANCHOR BOLT
SEE GENERAL NOTES FOR ROOF SHEATHING
MATERIAL AND FASTENING REQUIREMENTS
ROOF UNDERLAYMENT SHALL BE 30# FELT. ROOF COVERING SHALLBE ASPHALT SHINGLES (F/G SHINGLES). SHINGLES SHALL HAVE A 25
YEAR (MIN) LIFE. SHINGLES SHALL BE INSTALLED PER MANUFACTURERSPECIFICATIONS & RECOMMENDATIONS (6 NAILS/SHINGLE).
SHINGLES SHALL BE CLASS F SHINGLES.
SHEATHING
SEE GENERAL NOTES & STRUCTURAL DWGS
FOR RAFTER SIZE & SPACING
(SEE ELEV)
2x6 COLLARBRACING @ EACHRAFTER OR STRAPEACH RAFTER TORIDGE W/SIMPSONLSSU HANGERS
RIDGE BEAM, VALLEYBEAMS & HIPS PER WFCM
RIDGE VENT
2x6 PURLIN & 2x4 BLOCK
MAX LENGTH 12 FEET
CEILING JOISTSEE STRUCTURAL DWGS
8 1
/1
6"
MIN
1/2" ANCHOR BOLT
COLLAR TIES TO RAFTER, FACE NAIL 10 - 16d EACH END
ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS
FIREBLOCKING, PER
CODE
DBL 2x (TOP PLATE)
WEEP HOLES IN BRICK SPACED @ 24"W/FLASHING UNDER ALL BRICK
BRICK VENEER W/ WALL TIES
SEE STRUCTURAL DWGS FOR SHEARWALL NAILING PATTERN
STUD TO BOTTOM PLATE,TOE NAIL 3-8d OR 2-16d
8
1/1
6"
MIN
1/2" GYPSUM BOARD
5/8" GYPSUMBOARD
5/8" GYPSUM BOARD
CEILING INSULATION
12
DBL 2x (TOPPLATE)
WALL INSULATIONSOFFIT & VENT
1/2" GYPSUM BOARD
SEE ELEV
GENERAL NOTES & GUIDELINES -- WINDZONE DESIGN CRITERIA - 130 MPH
Install Hurricane Clips Simpson H8 on each rafter and nailed to 2x4 of top plate. Hurricane Clips cannot be nailed to
2X4 blocks on top of plate. Any rafter on blocks must have strap or a long hurricane clip from the side of the rafter
to the top plate. Solid sheet exterior walls with OSB from the top plate to the bottom plate. If 4x8 sheets of OSB are
used horizontally all horizontal joints must be blocked. If these requirements are not met, stud clips must be
installed at the top and bottom of each stud to meet the plates. Exterior walls only. Strap all exterior headers, doors
and windows using Simpson straps from top plate to packer stud on each side of header.
Garage Door Headers should extend to the corners of both adjacent connecting walls and the walls on either side of
the door must be the min. width allowed by code when the above is not possible the walls on both sides of the
garage door must have OSB or plywood installed on the inside of those walls. Do not install any exterior cladding,
bricks, stucco or any type of siding before the framing inspection. A brick only inspection can be done before the
framing inspection which will allow you to install any exterior cladding. Framing plans must be on-site for the
framing inspection.
All penetrations (pipes, wires, etc) in the top and bottom plates must be sealed when the building is insulated.
All wood burning fireplaces must be installed and fire stopped and all exterior windows must be installed for a
framing inspector.
Garages that have habitable space above them must have 5/8" type X firerock on the ceilings. Walls separating the
garage from the house must be 1/2" sheetrock.
Double cylinder deadbolts that require a key to get out cannot be used.
ROOF FRAMING
R802.3 Framing Details. Rafters shall be framed to a ridge board or to each other with a gusset plate as a tie.
Ridge board shall be at least 1-inch nominal thickness and not less than the cut end rafter.
At all valleys and hips there shall be a valley or hip rafter not less than 2-inch nominal thickness and not less in
depth than the cut end of the rafter. Hip and Valley rafters shall be supported at the ridge by a brace to a bearing
partition or be designed to carry and distribute the specific load at that point.
Collar Ties or Ridge Straps to resist wind uplift shall be connected in the upper third of the attic space. Collar ties
shall be a min. of 1-inch by 4-inch, spaced not more than 48" o.c.
PURLINS
R802.5.1 Purlins. Installation of purlins to reduce the span of rafters is permitted as shown in Fig. R82.5.1 Purlins
shall be sized no less than the required size of the rafters that they support. Purlins shall be continuous and shall be
supported by 2-inch by 2-inch braces installed to bearing walls at a slope not less than 45 degrees from the
horizontal. The braces shall be spaced not more than 48" o.c. and the unbraced length of braces shall not exceed 8
feet.
These plans adhere to the design criteria outlined in the 2015 International Residential Code for one and two family
dwellings as required for areas where basic wind speeds equal or exceed 130 miles per hour. As for design criteria
in R301.2.1.1 we will follow the AmericanForest and Paper Association (AF&PA) Wood Frame Construction Manual
for one and two family dewllings (WFCM). Not all specifications are expressly noted on our plans: therefore, it is
the responsibility of individual builders and/or contractors to comply with the following codes:
Note: With roof pitches exceeding 12/12 , we will follow the ADCE-7 criteria designed by engineer (see attached
sheets)
1. R301.2.12 Internal Pressure. Windows in buildings located in windborne debris regions shall have glazed
openings protected from windborne debris or the building shall be designed as a partially enclosed building in
accordance with the International Building Code. Glazed opening protection for windborne debris shall meet the
requirements of the Large Missile Text of ASTM E 1996 and of ASTM E 1986 referenced therein.
Exception: Wood structural panels with a minimum thickness of 7/15" (11.1 mm) and a maximum span of 8 feet
(2438 mm) shall be permitted for opening protection in one and two story buildings. Panels shall be precut to cover
the glazed openings with attachment hardware provided. Attachments shall be provided in accordance with Table
R301.2.1.2 or shall be designed to resist the components and cladding loads determined in accordance with teh
provisions of the International Building Code. (Note: Windborne debris protection required to be shown on plans.
Also, ties H1, H2 and RSP4 fail to meet the uplift requirements, and anchor bolts are req'd 28 inches o.c.
2. R307.2 Bathtub and Shower Spaces. Bathtub and shower floors and walls above bathtubs with installed
showerheads and in shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall
extend to a height of not less than 6 feet (1829 mm) above the floor.
3. R310.1 Emergency Escape and Rescue Required. Every sleeping room shall have at least one openable
emergency escape and rescue window or exterior door opening for emergency escape and rescue. Where
openings are provided as a means of escape and rescue they shall have a sill height of not more than 44 inches
(111 mm) above the floor.
4. R310.1.1 Minimum Opening Area. All emergency escape and rescue openings shall have a minimum net
clear opening of 5.7 square feet.
5. R310.1.2 Minimum Opening Height. The minimum net clear opening height shall be 24 inches (610 mm).
6. R312.1.2 Landings at Doors. There shall be a floor or landing on each side of each exterior door. Exception:
At the exterior side of sliding doors. The floor or landing at a door shall not be more than 1.5 inches (38mm) lower
than the top of the threshold. Exception: The landing at an exterior doorway shall not be more than 7 3/4 inches
(197 mm) below the top of the threshold, provided that the door, other than and exterior storm or screen door, does
not swing over the landing.
7. R317.1 Single and Multiple-Station Smoke Alarms. Single smoke alarms shall be installed in the following
locations:
1. In each sleeping room.
2. Outside each separate sleeping area in the immediate vicinity of the bedrooms.
3. On each additional story of the dwelling, including basements and habitable attics but
not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with
split levels and without an intervening door between the adjacent levels, a smoke alarm
installed on the upper level shall suffice for the adjacent lower level provided that the
lower level is less than one full story below the upper level.
When more than one smoke alarm is required to be installed within an individual dwelling unit
the alarm devices shall be interconnected in such a manner that the actuation of one alarm will
activate all of the alarms in the individual unit.
8. R318.2.3 Attics and Crawlspaces. Within attics and crawlspaces where entry is mae only for service of
utilities, foam plastics shall be protected against ignition by 1 1/2" inch thick (38mm) mineral fiber insulation,
1
4
inch
(6.4 mm) wood structural panels,
3
8
inch (9.5 mm) particle board,
1
4
inch (6.4 mm) hardboard,
3
8
inch (9.5 mm) gypsum
board, or corrosion resistant steel having a base metal thickness of 0.016 inch (0.406 mm).
9. R325.1 Premises Identification. Approved numbers of addresses shall be provided for all new buildings
in such a position as to be plainly visible and legible from the street or road fronting the property.
10. R401.2 Requirements. Foundation construction shall be capable of accommodating all loads according
to Sec. R301 and transmitting the resulting loads to the supporting soil. Fill soils that support footings and
foundations shall be designed, installed and tested in accordance with accepted engineering practice. Gravel fill
used as footings for wood foundations shall comply with Sec. R403. (Table R403.1 requires footings to be a
minimum of 19 inches in width) (details required where changes in slab elevation occur).
11. R403.1.7.3 Foundation Elevation. On graded sites, the top or any exterior foundation shall extend
above the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches
(305 mm) plus 2 percent. Alternate elevations are permitted subject to the approval of the building official, provided
it can be demonstrated that required drainage to the point of discharge and away from the structure is provided at all
locations on the site.
2-2x12 8" WOOD
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BOTTOM PATE TO
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BOLT
CONNECTION
RESISTING
MAX. ANCHOR BOLT
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