HomeMy WebLinkAboutPLANS - M19-00126 - 4904 N Salem Hwy - SFR AdditionINDEX OF SHEETS
G-101
C-101
A-101
A-201
S-101
S-301
S-401
R-101
COVER SHEET
SITE
MAIN FLOOR
ELEVATIONS
FOUNDATION
WALL FRAMING
ROOF FRAMING
DETAILS
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
SECOND FLOOR
AREA
805.25
805.25
1,610.50 sq ft
LOCATION: #2-1 LOCATION
SNOW LOAD: #2-2 SNOWLOAD
WIND SPEED: #2-3 WINDSPEED
FROST DEPTH: #2-4 FROST DEPTH
SEISMIC: #2-5 SEISMEIC
REGULATION: IRC 2015
Oldham AdditionOldham AdditionOldham AdditionOldham Addition
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
W.B
.
S
.
PL
O
T
D
A
T
E
:
9/
1
7
/
2
0
1
9
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
CO
V
E
R
S
H
E
E
T
SH
E
E
T
T
I
T
L
E
:
G-101
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
Co
p
y
r
i
g
h
t
2
0
1
6
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Ol
d
h
a
m
A
d
d
i
t
i
o
n
49
0
4
N
.
S
a
l
e
m
R
d
.
EXISTING STRUCTURE
ADDITIONN
S
A
L
E
M
R
D
.
N
S
A
L
E
M
R
D
.
N
S
A
L
E
M
R
D
.
N
S
A
L
E
M
R
D
.
RP07N40E323337RP07N40E323337RP07N40E323337RP07N40E323337
4904 N SALEM HWY4904 N SALEM HWY4904 N SALEM HWY4904 N SALEM HWY
EXISTINGEXISTINGEXISTINGEXISTING
STRUCTURESTRUCTURESTRUCTURESTRUCTURE
1 SITE PLANSITE PLANSITE PLANSITE PLAN
SCALE: SCALE: SCALE: SCALE: 1/32" = 1'-0"1/32" = 1'-0"1/32" = 1'-0"1/32" = 1'-0"
SITE PLAN NOTE:
1. U.N.O. THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLIC
RECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACT.
2. IT IS THE OWNERS/CONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARY
SURVEY DATA, INCLUDING TOPOGRAPHICAL INFORMATION
3. LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR TOEXCAVATION4. WHERE SEPTIC AND/OR FRESH WATER WELLS ARE NECESSARY, PERMITS ANDLOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTION(TYPICALLY HEALTH DEPT)
5. INDICATED LOCATIONS OF SEPTIC, WELL, AND/OR UTILITIES ARE ASSUMED OR
SUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THE OWNER/CONTRACTOR
AND THE AUTHORITY HAVING JURISDICTION
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
W.B
.
S
.
PL
O
T
D
A
T
E
:
9/
1
7
/
2
0
1
9
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
SI
T
E
SH
E
E
T
T
I
T
L
E
:
C-101
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
Co
p
y
r
i
g
h
t
2
0
1
6
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Ol
d
h
a
m
A
d
d
i
t
i
o
n
49
0
4
N
.
S
a
l
e
m
R
d
.
DW
3
C 4
A
A
DB
4
3
3
3
2
F
W/D
40
'
20'
EXISTINGGARAGE
EXISTING
T.V. ROOM
W.I.C.
MASTER
BATH
COMPUTER??
COVERED ENTRY
SITTING ROOM
12'-11" x 10'-0"
KITCHEN/DINING
11'-6" x 14'-4"
MASTER BEDROOM
13'-8" x 14'-0"
C
C
B C
4
3
1
3
13
3
1
1
3
1
DRW
20'
40
'
EXISTINGHOME
BATH
BATH
FUTURE DECK
BEDROOM #2
15'-2" x 11'-11"
BEDROOM #3
15'-2" x 12'-0"
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
TYPE
TBD
TBD
TBD
TBD
QTY
2
2
4
1
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
SIZE
W
3'
4'
4'
4'
HT
5'
1'-6"
4'
5'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
QTY
5
1
9
3
LOCATION
Interior
Interior
Interior
Exterior
FIRE RATING DOOR
W
2'-6"
2'-8"
3'
3'
HT
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
SECOND FLOOR
AREA
805.25
805.25
1,610.50 sq ft
1 MAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 SECOND FLOORSECOND FLOORSECOND FLOORSECOND FLOOR
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
W.B
.
S
.
PL
O
T
D
A
T
E
:
9/
1
7
/
2
0
1
9
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
MA
I
N
F
L
O
O
R
SH
E
E
T
T
I
T
L
E
:
A-101
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
Co
p
y
r
i
g
h
t
2
0
1
6
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Ol
d
h
a
m
A
d
d
i
t
i
o
n
49
0
4
N
.
S
a
l
e
m
R
d
.
EXISTING HOME
1 FRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 REAR ELEVATIONREAR ELEVATIONREAR ELEVATIONREAR ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 LEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
W.B
.
S
.
PL
O
T
D
A
T
E
:
9/
1
7
/
2
0
1
9
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
EL
E
V
A
T
I
O
N
S
SH
E
E
T
T
I
T
L
E
:
A-201
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
Co
p
y
r
i
g
h
t
2
0
1
6
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Ol
d
h
a
m
A
d
d
i
t
i
o
n
49
0
4
N
.
S
a
l
e
m
R
d
.
20'-6"
9'-
1
0
"
40
'
8'-3"11'-9"
49
'
-
1
0
"
9'-
5
"
20'
10
'
-
6
"
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
EXISTING FOUNDATION
SLAB FLOOR
19'-47/8"
HANG LEDGERFROM EXISTINGSTURCTURE?
FLOOR JOISTS SIZE AND TYPE PER ENGINEER3/4" T&G OSB w/ GLUE AND 10d RING SHANKNAILS 3/12 SPACING (TYP)
EXISTING FLOOR
FRAMING
FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS
WALL IDWALL IDWALL IDWALL ID
FW1
THICKTHICKTHICKTHICK
8"
HEIGHTHEIGHTHEIGHTHEIGHT
4'
VERT BARVERT BARVERT BARVERT BAR
#4
VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING
24" O.C.
HORIZ BARHORIZ BARHORIZ BARHORIZ BAR
#4
HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING
24" O.C.
BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"
(1)
J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE
5/8" W/7" EMBED
J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING
48" O.C.
4 FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
5 SECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATIONWALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR
LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF
FOUNDATION3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBARPLACEMENT. ALL FOOTINGS TO BEAR ON APPROVEDSTRUCTURAL FILL OR UNDISTURBED SOIL.4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARINGCAPACITY OF 1500 PSF. IF CONTRACTORS ENCOUNTER
EXPANSIVE SOILS OR OTHER PROBLEMS, THE SITE
MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO
POURING FOOTINGS IN THAT AREA.
5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO
HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000
PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIALINSPECTIONS.6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O.7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR& LARGER BUT MAY BE GRADE 40 FOR #3 ANDSMALLER BARS.
8. DAMP PROOFING PER 2012 IBC SECTION 403.2
9. CRAWL SPACE VENTALATION @ 1:150 RATIO & PLACE (1)
VENT WITHIN 3' OF EACH CORNER.
10. 18" X 24" MINIMUM CRAWLSPACE ACCESS HOLE.11. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTEDDIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3.5"
(98 MM). A6-MIL (0.006 INCH; 0.15 MM) POLYETHYLENE
VAPOR RETARDER. CONTROL JOINTS @ 25' O.C. MAX EA.DIR. OR CENTERED PER OWNER PREFERENCE.
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
W.B
.
S
.
PL
O
T
D
A
T
E
:
9/
1
7
/
2
0
1
9
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
FO
U
N
D
A
T
I
O
N
SH
E
E
T
T
I
T
L
E
:
S-101
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
Co
p
y
r
i
g
h
t
2
0
1
6
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Ol
d
h
a
m
A
d
d
i
t
i
o
n
49
0
4
N
.
S
a
l
e
m
R
d
.
3
C 4
A
A
DB
4
3
3
3
2
3'-11/2"10'-4"7'-1/2"
20'-6"
12
'
-
8
"
10
'
-
4
"
17
'
40
'
11'6'-6"2'-6"
20'
24
'
-
5
"
6'-
6
"
8'-
2
"
3'-1"4'-8"6'-31/2"5'-6"
5'-1"2'-8"11'-10"
6'-3"13'-31/2"
EXISTING DOOR TO GARAGE
EXISTINGGARAGE
EXISTING
T.V. ROOM
W.I.C.
MASTER
BATH
COMPUTER??
COVERED ENTRY
SITTING ROOM
12'-11" x 10'-0"
KITCHEN/DINING
11'-6" x 14'-4"
MASTER BEDROOM
13'-8" x 14'-0"
C
C
B C
4
3
1
3
13
3
1
1
3
1
3'-6"8'-10"8'-2"
20'-6"
24
'
-
1
0
"
15
'
-
2
"
40
'
10'10'
20'
12
'
2'-
1
1
"
3'
12
'
-
5
"
6'-
1/
2
"
2'-
8
1/
2
"
5'-7"2'-81/2"6'-111/2"
5'-7"9'-8"4'-31/2"
3'-
7
"
EXISTING WINDOW TO BE
REMOVED TO PROVIDE ACCESS
TO HOME
EXISTINGHOME
BATH
BATH
FUTURE DECK
BEDROOM #2
15'-2" x 11'-11"
BEDROOM #3
15'-2" x 12'-0"
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
TYPE
TBD
TBD
TBD
TBD
QTY
2
2
4
1
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
SIZE
W
3'
4'
4'
4'
HT
5'
1'-6"
4'
5'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
QTY
5
1
9
3
LOCATION
Interior
Interior
Interior
Exterior
FIRE RATING DOOR
W
2'-6"
2'-8"
3'
3'
HT
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
SECOND FLOOR
AREA
805.25
805.25
1,610.50 sq ft
3 MAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 SECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL2x6 FRAMING @ 16" O.C. U.N.O.2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUMESPF#2 OR BETTER.3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FORWALL SHEATHING AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE
BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE
SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE
JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN ORUPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMSOR COLUMNS IN LOWER FLOORS OR SOLID BLOCKING.PROVIDE POSITIVE CONNECTIONS BETWEEN UPPERAND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND
ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER
DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHEDAND SEALED OVER AN APPROVED WALL/ROOFINGMEMBRANE TO ENSURE MOISTURE PROTECTION9. INSTALL SIDING PER MANUFACTURER REQ.,INCLUDING RAIN SCREEN OR OTHER.10. ALL STAIRS SHALL BE CONVENTIONAL IN
CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A
MINIMUM RUN OF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND
HANDRAILS AT THE SAME.
12. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY
SUPPORT AND BRACED WHERE THEY CONNECT TO
THE LIGHT FRAME STRUCTURE.
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
W.B
.
S
.
PL
O
T
D
A
T
E
:
9/
1
7
/
2
0
1
9
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
WA
L
L
F
R
A
M
I
N
G
SH
E
E
T
T
I
T
L
E
:
S-301
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
Co
p
y
r
i
g
h
t
2
0
1
6
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Ol
d
h
a
m
A
d
d
i
t
i
o
n
49
0
4
N
.
S
a
l
e
m
R
d
.
5/12 Pitch5/12 Pitch5/12 Pitch5/12 Pitch5/12 Pitch5/12 Pitch5/12 Pitch5/12 Pitch
5 /1 2 P i t c h
5 /1 2 P i t c h
5 /1 2 P i t c h
5 /1 2 P i t c h
5 /1 2 P i t c h
5 /1 2 P i t c h
5 /1 2 P i t c h
5 /1 2 P i t c h
3/12 Pitch3/12 Pitch3/12 Pitch3/12 Pitch
EXISTING ROOF
1 ROOF LAYOUTROOF LAYOUTROOF LAYOUTROOF LAYOUT
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN PER
MANUFACTURER.2. SIMPSON H1 TIES @ EA. TRUSS.3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSESPLY TO MATCH PLY OF GIRDER TRUSS.4. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.5. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING.
6. ICE /WATER BARRIER @ ALL EDGES, EVES, GABLES,
RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION.
7. #15 ROOFING FELT MINIMUM.
8. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.
9. FASCIA/SOFFIT TO MATCH SIDING.
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
W.B
.
S
.
PL
O
T
D
A
T
E
:
9/
1
7
/
2
0
1
9
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
RO
O
F
F
R
A
M
I
N
G
SH
E
E
T
T
I
T
L
E
:
S-401
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
Co
p
y
r
i
g
h
t
2
0
1
6
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Ol
d
h
a
m
A
d
d
i
t
i
o
n
49
0
4
N
.
S
a
l
e
m
R
d
.
Be
l
o
w
F
r
o
s
t
6"
M
i
n
1
5
4
3
2
7
6
8
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF.2 - CONCRETE WALL3 - CONCRETE SLAB4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS6 - WALL SHEATHING7 - REQ'D PANEL EDGE NAILING8 - J-BOLTS SIZE/TYPE PER PLAN
6
6
6
6
1
48
1
7
2
13
3 4
5
3
132
4
5
EXTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING ATWALL INTERSECTION
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - EDGE NAILING PER SHEAR WALL SCHEDULE.
2 - WALL SHEATHING AS OCCURS.3 - LOCATION OF STRAP AT END OF SHEAR WALL, SEE PLAN FOR TYPE OF STRAP.4 - FULL HEIGHT WOOD STUD TYP.
5 - 16d FACE NAIL AT 16" O.C.6 - DISTANCE FROM CORNERS TO CENTER OF STRAP EQUALS WIDTH OF WALL (MAX.)7 - 16d FACE NAIL AT 6" O.C.
1
2
3
4
5
6
7
8
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - ROOF FINISH PER OWNER/BUILDER.
OVER MIN #15 ROOFING FELT.
2 - OSB SHEETING
3 - MIN 2' ICE & WATER SHIELD
4 - DRIP LEDGE5 - SUB FACIA6 - SOFFIT7 - WALL FINISH PER OWNER/BUILDER8 - OSB WALL SHEETING
7
8
4
6
531212 4 91110
8
6
OPTION 1 OPTION 2
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER2 - 2x8 (MIN) CONT BEARING PLATE.3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILSMIN.4 - ROOF SHEATHING5 - 2x OVERBUILD FRAMING6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BECENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OFOVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.11 - 2x6 (MIN) CONT BEARING PLATE.12 - EDGE NAILING 8d NAILS AT 4" O.C.
8 732" TYP. WITHSOLID BLOCKING
10 3 9
12
3
4
6
5
3
TYP. DOOROPENINGTYP. WINDOWOPENING
B
B
A
SECTION A
SECTION B
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - HEADER BEARING TRIMMERS OR HEADERS2 - FULL HEIGHT STUD FLOOR TO FLOOR3 - A.P.A. RATED WALL SHEATHING4 - REQ'D PANEL EDGE NAILING5 - COIL STRAP6 - 2x FLAT BLOCKING7 - HEADER AT DOOR OR WINDOW, TYP.8 - CEILING OR FLOOR LINE9 - FLOOR LINE10 - SIMPSON CS16 COILED STRAP CUT TO FIT EACH OPENING TOP AND BOTTOM
(TOP ONLY AT DOORS) FILL EVERY OTHER NAIL HOLE WITH 8d COMMON
NAILS
3 STUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
2 TYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
4 ROOF EAVEROOF EAVEROOF EAVEROOF EAVE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
5 ROOF OVERBUILDROOF OVERBUILDROOF OVERBUILDROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
1 LATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
GENERAL DETAILS:GENERAL DETAILS:GENERAL DETAILS:GENERAL DETAILS:
THESE DETAILS ARE PROVIDED FOR
THE BUILDERS CONVENIENCE, AND
ARE NOT NECESSARILY
APPLICABLE IN ALL BUILDINGS. IT IS
THE RESPONSIBILITY OF THE
BUILDER/CONTRACTOR TO CONTACT
THE ENGINEER OR DESIGNER FOR
CLARIFICATION OR ADDITIONAL
DETAILS IF NECESSARY.
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
W.B
.
S
.
PL
O
T
D
A
T
E
:
9/
1
7
/
2
0
1
9
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
DE
T
A
I
L
S
SH
E
E
T
T
I
T
L
E
:
R-101
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
Co
p
y
r
i
g
h
t
2
0
1
6
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Ol
d
h
a
m
A
d
d
i
t
i
o
n
49
0
4
N
.
S
a
l
e
m
R
d
.