HomeMy WebLinkAboutPLANS 2 - M19-00107 - Ricks - 3731 Cedar Cove - New SFRINDEX OF SHEETS
G-101
C-101
A-101
A-102
A-201
A-202
A-301
S-101
S-102
S-103
S-201
S-202
S-301
R-101
E-101
E-102
COVER SHEET
SITE
MAIN FLOOR
SECOND FLOOR
ELEVATIONS
ELEVATIONS
SECTIONS
FOUNDATION
WALL FRAMING
WALL FRAMING
FLOOR FRAMING
FLOOR FRAMING
ROOF FRAMING
DETAILS
MEP MARKUP PLAN
MEP MARKUP PLAN
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
SECOND FLOOR
AREA
2,145.61
1,912.71
4,058.32 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
1,041.50
1,041.50 sq ft
LOCATION: REXBURG, IDAHO
SNOW LOAD: 35 PSF (ROOF)
WIND SPEED: 115 MPH
FROST DEPTH: 36"
SEISMIC: D1
REGULATION: IRC 2015
RICKS MANORRICKS MANORRICKS MANORRICKS MANOR
DR
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G-101
PLN# 19-03-005
10
6
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1 0 0 '
S E P T I C
S E P T I C D R A I N F I E L D
W E L L
28 0.0 0'
1 6 7 .5 5 '
2
6
8
.
5
3
'
2 3 2 .4 5 '
1 0 ' S E T B A C K
1
0
'
S
E
T
B
A
C
K
25' SET BACK
5 0 ' S E T B A C K
DR
I
V
E
W
A
Y
Parcel Number: RP0RVRK0030150
Primary Owner: RICKS DANNY
Secondary Owner:RICKS ANGELA
Site Address: 3731 Cedar Cove, Rexburg
Mailing Address: 401 E APPALOOSA DR SUGAR CITY, ID 83448
Acreage: 1.09
GIS Square Feet: 47719.3038
Legal Description: RIVER ROCK ESTATES DIV NO. 1 LOT 15 BLK 3
CEDAR COVE
1 SITE PLANSITE PLANSITE PLANSITE PLAN
SCALE: SCALE: SCALE: SCALE: 1" = 20'1" = 20'1" = 20'1" = 20'
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 TO
EXCAVATION
4. WHERE SEPTIC AND/OR FRESH WATER WELLS ARE NECESSARY, PERMITS AND
LOCATION 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
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C-101
PLN# 19-03-005
10
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X
B
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DW
IIIIL
G
E
A AA J
J
C
11
10
K
K
5
4
5
B
B
3
2
6
6
66
6
6
D D9
J
C
6
F
F
DRW
72'-6"
60
'
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
MASTER
BATH
SHOWER 1/2
BATH
DESK
KING
MECHANICAL
HI
D
D
E
N
PA
N
T
R
Y
D
O
O
R
UP
2 CAR GARAGE BAY 1
21'-0" x 28'-6"
3 CAR GARAGE BAY 2
13'-5" x 24'-6"
PANTRY
13'-6" x 9'-0"
KITCHEN
12'-0" x 19'-8"DINING
10'-0" x 19'-8"
LIVING ROOM
18'-6" x 19'-8"
PIANO ROOM
11'-7" x 12'-0"ENTRY
7'-0" x 14'-4"
W.I.C.
14'-5" x 5'-5"
MASTER BEDROOM
14'-5" x 17'-7"
LAUNDRY
8'-4" x 9'-11"
MUD ROOM
7'-7" x 9'-11"
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
I
J
K
L
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
3
2
2
2
1
2
1
1
4
8
2
1
HEIGHT
8'
8'-8"
6'-8"
8'-8"
8'-8"
6'-8"
8'-8"
7'-8"
8'-8"
6'-8"
4'-8"
8'-8"
SIZE
W
2'
2'
3'
3'
4'
4'
4'
4'
4'
5'
5'
10'
HT
2'
6'
4'
7'
2'
2'
4'
4'
7'
4'
4'
7'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
10
11
QTY
1
1
1
1
2
15
2
4
1
1
1
LOCATION
Interior
Interior
Interior
Exterior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Exterior
FIRE RATING
YES
DOOR
W
1'-6"
2'-4"
2'-6"
3'
3'
3'
5'
6'
6'
9'
18'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
7'-8"
9'
9'
NOTES
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
SECOND FLOOR
AREA
2,145.61
1,912.71
4,058.32 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
1,041.50
1,041.50 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"
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X
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6
8
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6 66
6
8
8
6
1
8
7
7
2
A-
3
0
1
1
A-301
1
A-301
56'-6"
39
'
OPEN TO
BELOW
FULL
FULL FULL FULL
BATH
BATH
LINEN
LINEN
STORAGE
FOOSBALL TABLE
5'X10' FLOOR
SPACE
LINEN
DO
W
N
BEDROOM #2
14'-7" x 12'-4"
BEDROOM #3
14'-7" x 13'-6"
BEDROOM #4
12'-7" x 13'-6"
FAMILY ROOM
30'-7" x 22'-2"
BEDROOM #5
12'-7" x 13'-6"
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
I
J
K
L
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
3
2
2
2
1
2
1
1
4
8
2
1
HEIGHT
8'
8'-8"
6'-8"
8'-8"
8'-8"
6'-8"
8'-8"
7'-8"
8'-8"
6'-8"
4'-8"
8'-8"
SIZE
W
2'
2'
3'
3'
4'
4'
4'
4'
4'
5'
5'
10'
HT
2'
6'
4'
7'
2'
2'
4'
4'
7'
4'
4'
7'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
10
11
QTY
1
1
1
1
2
15
2
4
1
1
1
LOCATION
Interior
Interior
Interior
Exterior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Exterior
FIRE RATING
YES
DOOR
W
1'-6"
2'-4"
2'-6"
3'
3'
3'
5'
6'
6'
9'
18'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
7'-8"
9'
9'
NOTES
1 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
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5
J
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LIIII9DD
J
F
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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"
DR
A
W
N
B
Y
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PLN# 19-03-005
10
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3 12
B B
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312
11 K K
5
1 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"
2 RIGHT ELEVATIONRIGHT ELEVATIONRIGHT ELEVATIONRIGHT 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
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B
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A-202
PLN# 19-03-005
10
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'
-
1
1
/
8
"
-5'-10 1/8" BOTTOM OF FOOTER
0" FINISHED MAIN FLOOR
10'-1 1/8" DBL TOP PLATE
20'-2 3/8" DBL TOP PLATE
31'-5/8" BUILDING HEIGHT
RISE 7-7/16" RUN 11"
TO BE FIELD VERIFIED
MANUFACTURED TRUSSES
MANUFACTURED TRUSSES
3 CAR GARAGE BAY 2
KITCHEN DINING ENTRY
FAMILY
ROOM
MASTER
BEDROOM
BEDROOM #3
CLOSET
LINENOPEN TO ENTRY BELOW
CRAWL SPACE
6
12
3 12
MANUFACTURED TRUSSES
ENTRY
FAMILY
ROOM
CRAWL SPACE
KITCHEN
& DINING
BEDROOM #4
1111
2222
3333
4444
55556666
7777
88889999
10101010
11111111
12121212
CEILING OF NEXT LEVEL
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" FROM STAIR NOISING
3 - 7-3/4" MAX RISE
4 - 10" MIN RUN
5 - 2X CLEAT. PRESSURE TREATED IF FLOOR IS
CONCRETE
6 - DRY WALL
7 - LVL STRINGER
8 - SIMPSON SLOPABLE HANGER
9- FLOOR FRAMING
10 - RIM BOARD
11 - LVL DROPPED TO MATCH STRINGERS
12 - FILLER BLOCK
1 SECTION @ STAIRSSECTION @ STAIRSSECTION @ STAIRSSECTION @ STAIRS
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 SECTION @ ENTRYSECTION @ ENTRYSECTION @ ENTRYSECTION @ ENTRY
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 TYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
DR
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A-301
PLN# 19-03-005
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11"
8'8'6'-8"8'8'3'-6"
11
"
8'
-
6
"
8'
9'
1'
-
2
"
8'-7"70'-6"
79'-1"
44'-1"20'15'
2'
23
'
37
'
62
'
11
'
-
8
"
79'-1"
2'
14
'
-
5
"
27
'
-
7
"
18
'
62
'
11
'
-
8
"
6'-5"2'15'8'-4"11'-4"
6'
-
5
"
2'
6'
13
'
-
2
"
6'-5"2'-2"
5'
-
1
0
"
7'
-
5
"
4'
-
5
"
6"
17
'
-
8
"
21'-4"14'
14'-7"10'-2"10'4'-5"5'-7"10'-5"
8
2'-
5
"
12
'
11
'
24
'
13
'
43'-1"6'10'6'14'
79'-1"
7'7'
12
'
-
8
"
8'
-
4
"
9'
-
4
"
5'
-
1
1
"
4'
-
2
"
4'
-
2
"
2'
2X WALL 5/8"REDHEAD ANCORS @ 32" O.C. (TYP)
F3F3F3F3
F2F2F2F2
F2F2F2F2
F2F2F2F2
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F2F2F2F2 F2F2F2F2
F2F2F2F2
F2F2F2F2
F1F1F1F1
F3F3F3F3
F2F2F2F2
F2F2F2F2
F2F2F2F2
F3F3F3F3
F3F3F3F3F3F3F3F3 F3F3F3F3
F3F3F3F3
F2F2F2F2
F3F3F3F3
F2F2F2F2 F2F2F2F2
F2F2F2F2
F2F2F2F2 F2F2F2F2
F2F2F2F2
F2F2F2F2
F4F4F4F4 F4F4F4F4
F2F2F2F2
1
1
1
1 1 1 1
1
22
2
2
333333
3
3
3
FW1FW1FW1FW1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW1FW1FW1FW1
FW1FW1FW1FW1
FW1FW1FW1FW1FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
F2F2F2F2
2
2" PORCH CAP LEDGE
2" PORCH CAP LEDGE2" PORCH CAP LEDGE
F2F2F2F2
FW
1
FW
1
FW
1
FW
1
COMPACTED FILL BELOW,
8" CONCRETE PORCH CAP W/
#4 BAR @ 24" O.C. BOTH WAYS
CO
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B
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,
8"
C
O
N
C
R
E
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E
P
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W
/
#4
B
A
R
@
2
4
"
O
.
C
.
B
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H
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2
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0
1
2
A-
3
0
1
1
A-301
1
A-301
2" PORCH CAP LEDGE2" PORCH CAP LEDGE
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID
1
2
3
####
8
5
9
TYPETYPETYPETYPE
HDU5
STHD10RJ
ABU
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.
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F1
F2
F3
F4
DEPTHDEPTHDEPTHDEPTH
8"
8"
10"
---
WIDTHWIDTHWIDTHWIDTH
16"
18"
24"
---
TYPETYPETYPETYPE
CONT
CONT
CONT
BIGFOOT 36
# OF BARS# OF BARS# OF BARS# OF BARS
(2)
(2)
(2)
(4)
BAR SIZEBAR SIZEBAR SIZEBAR SIZE
#4
#4
#5
#5
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
---
14" SONOTUBE (4) #5
BAR #3 TIES 8" O.C.
1
2
3
4
5
KEY NOTESKEY NOTESKEY NOTESKEY NOTES
1 - CONCRETE PORCH CAP
2 - REBAR TO EXTEND INTO CAP
3 - FRAME WALL
4 - FLOOR FRAMING
5 - FOUNDATION
2 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 PORCH CAP LEDGEPORCH CAP LEDGEPORCH CAP LEDGEPORCH CAP LEDGE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION
WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR
LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF
FOUNDATION
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR
PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED
STRUCTURAL FILL OR UNDISTURBED SOIL.
4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING
CAPACITY 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 SPECIAL
INSPECTIONS.
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 AND
SMALLER 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 SUPPORTED
DIRECTLY 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
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PLN# 19-03-005
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2'-6"5'5'2'-6"4'4'5'-9"5'-9"3'3'5'5'3'3'7'7'
10
'
4'
-
3
"
6'
-
9
"
2'
6'
3'
-
6
"
6'
-
6
"
3'
4'
-
6
"
9'
4'
-
6
"
2'8'10'5'5'5'6'6'4'21'-6"
12
'
11
'
9'
8'
7'
13
'
IIIIL
G
E
A AA J
J
C
11
10
K
K
5
4
5
B
B
3
2
6
6
66
6
6
D D9
J
C
6
62
'
2'
23
'
37
'
2'15'8'11'-6"6'10'6'14'
6'-9"72'-6"
6'-9"72'-6"
2'
21
'
8'
13
'
18
'
62
'
2'
6'
4'
2'
-
6
"
5'
-
1
0
1/
2
"
5'
-
2
1/
2
"
6'
6'
-
5
1/
2
"
9'-6"5'-1/2"
14'-61/2"
2'-4"
38'-81/2"14'
3'
1'-6"
5'-2"1'-10"5'-1/2"
27
'
9'
-
1
"
6'
10
'
-
4
"
10
'
-
8
"
9'
-
1
"
6'
6'
-
4
"
8"
3'
-
4
"
11'-8"4'-10"16'-81/2"14'
7'-1"
111/2"
15'-10"8'8'-81/2"
22
'
-
6
1/
2
"
PF
W
(
S
E
E
D
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A
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L
)
PFW(SEE DETAIL)
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
C8C8C8C8C8C8C8C8
C5C5C5C5
C6C6C6C6
C6C6C6C6
C9C9C9C9
H1H1H1H1
H1H1H1H1
H3H3H3H3 H1H1H1H1 H1H1H1H1
H1H1H1H1 H1H1H1H1H1H1H1H1
H1H1H1H1H1H1H1H1H1H1H1H1
H1H1H1H1 H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1 H3H3H3H3
H2H2H2H2
H5H5H5H5
H4H4H4H4
H1H1H1H1
C1C1C1C1 C1C1C1C1
C3C3C3C3
C8C8C8C8
C2C2C2C2C2C2C2C2
H3H3H3H3
BALOON
FRAME
WALLS
BALOON
FRAME
WALLS
BALOON
FRAME
WALLS
SW1SW1SW1SW1SW1SW1SW1SW1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW
1
SW
1
SW
1
SW
1
SW1SW1SW1SW1 SW1SW1SW1SW1
SW
1
SW
1
SW
1
SW
1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
CRAWL SPACE ACCESS &
STORAGE BELOW STAIRS
MASTER
BATH
SHOWER 1/2
BATH
MECHANICAL
2 CAR GARAGE BAY 1
21'-0" x 28'-6"
3 CAR GARAGE BAY 2
13'-5" x 24'-6"
PANTRY
13'-6" x 9'-0"
KITCHEN
12'-0" x 19'-8"DINING
10'-0" x 19'-8"
LIVING ROOM
18'-6" x 19'-8"
PIANO ROOM
11'-7" x 12'-0"ENTRY
7'-0" x 14'-4"
W.I.C.
14'-5" x 5'-5"
MASTER BEDROOM
14'-5" x 17'-7"
LAUNDRY
8'-4" x 9'-11"
MUD ROOM
7'-7" x 9'-11"
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
I
J
K
L
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
3
2
2
2
1
2
1
1
4
8
2
1
HEIGHT
8'
8'-8"
6'-8"
8'-8"
8'-8"
6'-8"
8'-8"
7'-8"
8'-8"
6'-8"
4'-8"
8'-8"
SIZE
W
2'
2'
3'
3'
4'
4'
4'
4'
4'
5'
5'
10'
HT
2'
6'
4'
7'
2'
2'
4'
4'
7'
4'
4'
7'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
10
11
QTY
1
1
1
1
2
15
2
4
1
1
1
LOCATION
Interior
Interior
Interior
Exterior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Exterior
FIRE RATING
YES
DOOR
W
1'-6"
2'-4"
2'-6"
3'
3'
3'
5'
6'
6'
9'
18'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
7'-8"
9'
9'
NOTES
SHEAR WALL SCHEDULE: ALL EXTERIOR WALLS SW1 U.N.O.SHEAR WALL SCHEDULE: ALL EXTERIOR WALLS SW1 U.N.O.SHEAR WALL SCHEDULE: ALL EXTERIOR WALLS SW1 U.N.O.SHEAR WALL SCHEDULE: ALL EXTERIOR WALLS SW1 U.N.O.
IDIDIDID
SW1
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
STUDSSTUDSSTUDSSTUDS
2X6
O.C.O.C.O.C.O.C.
16"
SHEATINGSHEATINGSHEATINGSHEATING
7/16" OSB
FASTENINGFASTENINGFASTENINGFASTENING
8d NAILS
EDGESEDGESEDGESEDGES
4" O.C.
FIELDFIELDFIELDFIELD
8" O.C.
NOTESNOTESNOTESNOTES
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C2
C3
C4
C5
C6
C7
C8
C9
MATERIALMATERIALMATERIALMATERIAL
D.F. #1
D.F. #1
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
SIZESIZESIZESIZE
8"
8X8 MIN.
2X4
2X4
2X4
2X6
2X6
2X6
2X6
PLYPLYPLYPLY
1
1
3
3
5
2
2
3
4
POST BASEPOST BASEPOST BASEPOST BASE
ABU
ABU
-
ABU
-
-
ABU
-
-
POST CAPPOST CAPPOST CAPPOST CAP
-
-
-
-
-
-
-
-
-
NOTENOTENOTENOTE
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
H4
H5
PLYPLYPLYPLY
2
2
2
1
1
SIZESIZESIZESIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
(5-1/8"X13-1/2") 24F-V4 GLB
(5-1/8"X15") 24F-V4 GLB
NOTENOTENOTENOTE
1 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"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6
FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR
BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL
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 OR UPPER FLOORS
ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNS IN LOWER
FLOORS OR SOLID BLOCKING. PROVIDE POSITIVE CONNECTI ONS
BETWEEN UPPER AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS &
CAPS AS SPECIFIED IN MANUFACTURER DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED
OVER AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE
MOISTURE PROTECTION
9. 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
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S-102
PLN# 19-03-005
10
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S
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E
D
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X
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,
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D
A
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O
8'15'8'-101/2"9'-11/2"15'-6"
7'-6"7'-6"4'4'5'-9"27'-9"
17
'
-
7
"
19
'
-
5
"
J
J J JF
F
J
H
6
8
6
6 66
6
8
8
6
1
8
7
7
2
A-
3
0
1
1
A-301
1
A-301
56'-6"
2'
37
'
39
'
56'-6"
15'8'33'-6"
2'
37
'
39
'
14'-81/2"13'1'-1"5'-5"13'8'-41/2"
13
'
-
7
"
1'
5'
-
5
"
2'
-
6
"
13
'
-
7
"
12'-21/2"2'-6"7'-41/2"2'-6"
8'
-
4
"
5'
-
3
"
12
'
-
4
"
14'-8"16'-4"
22
'
-
6
"
13
'
-
7
"
6'
-
1
1/
2
"
2'
-
6
"
11
'
-
1
"
8'2'-6"
4'-21/2"
8'-4"4'-8"6'-6"8'-4"
2'
-
6
"
2'-21/2"
8'-31/2"4'-21/2"
SW
1
SW
1
SW
1
SW
1
SW1SW1SW1SW1
SW
1
SW
1
SW
1
SW
1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
BALOON
FRAME
WALLS
BALOON
FRAME
WALLS
BALOON
FRAME
WALLS
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
FLOOR BEAM TO EXTEND UP
INTO BOTTOM OF THIS WALL.
OPEN TO
BELOW
BATH
BATH
STORAGE
BEDROOM #2
14'-7" x 12'-4"
BEDROOM #3
14'-7" x 13'-6"
BEDROOM #4
12'-7" x 13'-6"
FAMILY ROOM
30'-7" x 22'-2"
BEDROOM #5
12'-7" x 13'-6"
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
I
J
K
L
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
3
2
2
2
1
2
1
1
4
8
2
1
HEIGHT
8'
8'-8"
6'-8"
8'-8"
8'-8"
6'-8"
8'-8"
7'-8"
8'-8"
6'-8"
4'-8"
8'-8"
SIZE
W
2'
2'
3'
3'
4'
4'
4'
4'
4'
5'
5'
10'
HT
2'
6'
4'
7'
2'
2'
4'
4'
7'
4'
4'
7'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
10
11
QTY
1
1
1
1
2
15
2
4
1
1
1
LOCATION
Interior
Interior
Interior
Exterior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Exterior
FIRE RATING
YES
DOOR
W
1'-6"
2'-4"
2'-6"
3'
3'
3'
5'
6'
6'
9'
18'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
7'-8"
9'
9'
NOTES
SHEAR WALL SCHEDULE: ALL EXTERIOR WALLS SW1 U.N.O.SHEAR WALL SCHEDULE: ALL EXTERIOR WALLS SW1 U.N.O.SHEAR WALL SCHEDULE: ALL EXTERIOR WALLS SW1 U.N.O.SHEAR WALL SCHEDULE: ALL EXTERIOR WALLS SW1 U.N.O.
IDIDIDID
SW1
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
STUDSSTUDSSTUDSSTUDS
2X6
O.C.O.C.O.C.O.C.
16"
SHEATINGSHEATINGSHEATINGSHEATING
7/16" OSB
FASTENINGFASTENINGFASTENINGFASTENING
8d NAILS
EDGESEDGESEDGESEDGES
4" O.C.
FIELDFIELDFIELDFIELD
8" O.C.
NOTESNOTESNOTESNOTES
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C2
C3
C4
C5
C6
C7
C8
C9
MATERIALMATERIALMATERIALMATERIAL
D.F. #1
D.F. #1
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
SIZESIZESIZESIZE
8"
8X8 MIN.
2X4
2X4
2X4
2X6
2X6
2X6
2X6
PLYPLYPLYPLY
1
1
3
3
5
2
2
3
4
POST BASEPOST BASEPOST BASEPOST BASE
ABU
ABU
-
ABU
-
-
ABU
-
-
POST CAPPOST CAPPOST CAPPOST CAP
-
-
-
-
-
-
-
-
-
NOTENOTENOTENOTE
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
H4
H5
PLYPLYPLYPLY
2
2
2
1
1
SIZESIZESIZESIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
(5-1/8"X13-1/2") 24F-V4 GLB
(5-1/8"X15") 24F-V4 GLB
NOTENOTENOTENOTE
FOUNDATION WALL
FLOOR FRAMING
PONY WALL
WALL SHEETING
(SEE BWP SCHEDULE FOR
SIZE & FASTENING)
PORTAL HEADER
(SEE HEADER SCHEDULE
FOR SIZE & TYPE)
FASTEN SHEATHING TO
HEADER W/ 8D COMMON
OR GAL. BOX NAILS IN 3"
GRID PATTERN
HOLD DOWNS
(SEE FDN. PLAN)
HOLD DOWNS
(SEE FDN. PLAN)
HEADER TO JACK-STUD STRAP
PER TABLE R602.10.6.4 ON
BOTH SIDES OF OPENING
OPPOSITE SIDE OF SHEATHING
1 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"
7 PORTAL WALL FRAMEPORTAL WALL FRAMEPORTAL WALL FRAMEPORTAL WALL FRAME
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL
2x6 FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME
SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR
WALL 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 OR
UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS
OR COLUMNS IN LOWER FLOORS OR SOLID BLOCKING.
PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER
AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND
ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER
DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED
AND SEALED OVER AN APPROVED WALL/ROOFING
MEMBRANE TO ENSURE MOISTURE PROTECTION
9. 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
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S-103
PLN# 19-03-005
10
6
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37
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C
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D
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A
H
O
TOILET DRAIN
TOILET DRAIN
SHOWER DRAIN
TUB DRAIN
C4C4C4C4C1C1C1C1C1C1C1C1
FJ3FJ3FJ3FJ3
C7C7C7C7
C7C7C7C7
FLOOR JOISTS PER SCHEDULE, OVER PRESSURE TREATED SI LL PLATE.
3/4" T&G OSB w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)
8" CONCRETE PORCH CAP.
#4 BARS @12" O.C. BOTH WAYS
NOTE TO FLOOR JOIST MANUFACTURER:NOTE TO FLOOR JOIST MANUFACTURER:NOTE TO FLOOR JOIST MANUFACTURER:NOTE TO FLOOR JOIST MANUFACTURER:
LAYOUT CONFLICT WITH PLUMBING, DESIGN TO
ACCOMMODATE TOILETS AS INDICATED ON PLANS
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
FLOOR BEAMSFLOOR BEAMSFLOOR BEAMSFLOOR BEAMS
IDIDIDID
FB1
FB2
FB3
FB4
TYPETYPETYPETYPE
1-3/4" X 11-7/8" 1.9E MICROLAM
(2) 1-3/4" X 11-7/8" 1.9E MICROLAM
(5-1/8"X10-1/2") 24F-V4 GLB
(5-1/8"X25-1/2") 24F-V4 GLB
HANGERHANGERHANGERHANGER
MIU 1.56/11
IUS3.56/11.88
NA
NA
NOTENOTENOTENOTE
HANGER @ BEAMS
HANGER @ BEAMS
FLOOR JOISTSFLOOR JOISTSFLOOR JOISTSFLOOR JOISTS
IDIDIDID
FJ3
TYPETYPETYPETYPE
11-7/8" TJI 210 @ 16" O.C.
HANGERHANGERHANGERHANGER
NA
NOTENOTENOTENOTE
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C2
C3
C4
C5
C6
C7
C8
C9
MATERIALMATERIALMATERIALMATERIAL
D.F. #1
D.F. #1
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
SIZESIZESIZESIZE
8"
8X8 MIN.
2X4
2X4
2X4
2X6
2X6
2X6
2X6
PLYPLYPLYPLY
1
1
3
3
5
2
2
3
4
POST BASEPOST BASEPOST BASEPOST BASE
ABU
ABU
-
ABU
-
-
ABU
-
-
POST CAPPOST CAPPOST CAPPOST CAP
-
-
-
-
-
-
-
-
-
NOTENOTENOTENOTE
1111
2222
3333 2222
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - FLOOR JOISTS PER MANUFACTURER (TYP)
2 - ACCESS TO BE LOCATED IN FLOOR
FRAMING OR FND WALL. ACCESS LOCATION
T.B.D. PER OWNER BUILDER.
3 - IF ACCESS IS BELOW GRADE AN AREA
WAY OF NO LESS THAN 16"X24" SHALL BE
PROVIDED AND IS TO BE BELOW THE
THRESHOLD OF THE ACCESS OPENING
3 FIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
5 CRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
DR
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S-201
PLN# 19-03-005
10
6
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2
A-
3
0
1
1
A-301
1
A-301
TOILET DRAIN
TUB DRAIN
TOILET DRAIN
TUB DRAIN
FB3FB3FB3FB3
FB4FB4FB4FB4
THIS BEAM TO BE FLUSH
WITH BOTTOM OF FLOOR &
EXTENDING UP INTO WALL.
NOTCH COLUMN TO RECEIVE
BEAM & FASTEN WITH (2)
5/8" LAG BOTLTS (TYP)
FB
2
FB
2
FB
2
FB
2
FB
2
FB
2
FB
2
FB
2
FJ3FJ3FJ3FJ3
HEADER BELOW. SEE SCHEDULE.
C3C3C3C3
C1C1C1C1C1C1C1C1
C6C6C6C6
C6C6C6C6
C8C8C8C8
C9C9C9C9
C5C5C5C5
FB
1
FB
1
FB
1
FB
1
FB1FB1FB1FB1
BLOCK OUT FOR STAIRS
OPEN TO BELOW
FLOOR JOISTS PER SCHEDULE. 3/4" T&G OSB w/
GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)
NOTE TO FLOOR JOIST MANUFACTURER:NOTE TO FLOOR JOIST MANUFACTURER:NOTE TO FLOOR JOIST MANUFACTURER:NOTE TO FLOOR JOIST MANUFACTURER:
LAYOUT CONFLICT WITH PLUMBING, DESIGN TO
ACCOMMODATE TOILETS AS INDICATED ON PLANS
FLOOR BEAMSFLOOR BEAMSFLOOR BEAMSFLOOR BEAMS
IDIDIDID
FB1
FB2
FB3
FB4
TYPETYPETYPETYPE
1-3/4" X 11-7/8" 1.9E MICROLAM
(2) 1-3/4" X 11-7/8" 1.9E MICROLAM
(5-1/8"X10-1/2") 24F-V4 GLB
(5-1/8"X25-1/2") 24F-V4 GLB
HANGERHANGERHANGERHANGER
MIU 1.56/11
IUS3.56/11.88
NA
NA
NOTENOTENOTENOTE
HANGER @ BEAMS
HANGER @ BEAMS
FLOOR JOISTSFLOOR JOISTSFLOOR JOISTSFLOOR JOISTS
IDIDIDID
FJ3
TYPETYPETYPETYPE
11-7/8" TJI 210 @ 16" O.C.
HANGERHANGERHANGERHANGER
NA
NOTENOTENOTENOTE
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C2
C3
C4
C5
C6
C7
C8
C9
MATERIALMATERIALMATERIALMATERIAL
D.F. #1
D.F. #1
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
GANG STUD
SIZESIZESIZESIZE
8"
8X8 MIN.
2X4
2X4
2X4
2X6
2X6
2X6
2X6
PLYPLYPLYPLY
1
1
3
3
5
2
2
3
4
POST BASEPOST BASEPOST BASEPOST BASE
ABU
ABU
-
ABU
-
-
ABU
-
-
POST CAPPOST CAPPOST CAPPOST CAP
-
-
-
-
-
-
-
-
-
NOTENOTENOTENOTE
1 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"
DR
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S-202
PLN# 19-03-005
10
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6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch
9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch 9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch
9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch
9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch9/12 Pitch
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
6 /1 2 P i t c h
3 /1 2 P i t c h
3 /1 2 P i t c h
3 /1 2 P i t c h
3 /1 2 P i t c h
4/12 Pitch4/12 Pitch4/12 Pitch4/12 Pitch
4 /1 2 P i t c h
4 /1 2 P i t c h
4 /1 2 P i t c h
4 /1 2 P i t c h
2
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A-301
1
A-301
RB
2
RB
2
RB
2
RB
2
RB
2
RB
2
RB
2
RB
2
NOTCH COLUMN TO RECEIVE
BEAM & FASTEN WITH (2)
5/8" LAG BOTLTS (TYP)
RB
1
RB
1
RB
1
RB
1
RB1RB1RB1RB1
NOTCH COLUMN TO RECEIVE
BEAM & FASTEN WITH (2)
5/8" LAG BOTLTS (TYP)
ROOF
OVERBUILD
ROOF
OVERBUILD
ROOF BEAMSROOF BEAMSROOF BEAMSROOF BEAMS
IDIDIDID
RB1
RB2
BEAM SIZEBEAM SIZEBEAM SIZEBEAM SIZE
(2) 2X8 SPF#1
(5-1/8"X10-1/2") 24F-V4 GLB
BEAM PLYBEAM PLYBEAM PLYBEAM PLY
1
1
BEAM HANGERBEAM HANGERBEAM HANGERBEAM HANGER
NA
NA
NOTENOTENOTENOTE
1
2
6
3
4
5
7
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - OSB SHEETING
2 - MONO TRUSS WITH CLEAT POCKET
3 - 2X6 CLEAT, LEDGERLOK @ 8" O.C.
4 - 2X8 BLOCKING
5 - 2X BLOCKING
6 - 2X6 WALL WITH OSB WALL SHEETING
7 - BEAM PER ROOF FRAMING PLAN
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"
3 TRUSS-TO-WALL DETAILTRUSS-TO-WALL DETAILTRUSS-TO-WALL DETAILTRUSS-TO-WALL DETAIL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
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 TRUSSES
PLY 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
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S-301
PLN# 19-03-005
10
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Be
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F
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6"
M
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n
1
5
4
3
2
7
6
8
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.
2 - CONCRETE WALL
3 - CONCRETE SLAB
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS
6 - WALL SHEATHING
7 - REQ'D PANEL EDGE NAILING
8 - J-BOLTS SIZE/TYPE PER PLAN
6
6
6
6
1
48
1
7
2
13
3 4
5
3
1
32
4
5
EXTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT
WALL 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 LEDGE
5 - SUB FACIA
6 - SOFFIT
7 - WALL FINISH PER OWNER/BUILDER
8 - OSB WALL SHEETING
1111
2222
3333
4444
55556666
7777
88889999
10101010
11111111
12121212
CEILING OF NEXT LEVEL
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" FROM STAIR NOISING
3 - 7-3/4" MAX RISE
4 - 10" MIN RUN
5 - 2X CLEAT. PRESSURE TREATED IF FLOOR IS
CONCRETE
6 - DRY WALL
7 - LVL STRINGER
8 - SIMPSON SLOPABLE HANGER
9- FLOOR FRAMING
10 - RIM BOARD
11 - LVL DROPPED TO MATCH STRINGERS
12 - FILLER BLOCK
1111
2222
3333 2222
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - FLOOR JOISTS PER MANUFACTURER (TYP)
2 - ACCESS TO BE LOCATED IN FLOOR
FRAMING OR FND WALL. ACCESS LOCATION
T.B.D. PER OWNER BUILDER.
3 - IF ACCESS IS BELOW GRADE AN AREA
WAY OF NO LESS THAN 16"X24" SHALL BE
PROVIDED AND IS TO BE BELOW THE
THRESHOLD OF THE ACCESS OPENING
7
8
4
6
531212 4 91110
8
6
OPTION 1
OPTION 2
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-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. WITH
SOLID BLOCKING
10 3 9
12
3
4
6
5
3
TYP. DOOR
OPENING
TYP. WINDOW
OPENING
B
B
A
SECTION A
SECTION B
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - HEADER BEARING TRIMMERS OR HEADERS
2 - FULL HEIGHT STUD FLOOR TO FLOOR
3 - A.P.A. RATED WALL SHEATHING
4 - REQ'D PANEL EDGE NAILING
5 - COIL STRAP
6 - 2x FLAT BLOCKING
7 - HEADER AT DOOR OR WINDOW, TYP.
8 - CEILING OR FLOOR LINE
9 - FLOOR LINE
10 - 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
FOUNDATION WALL
FLOOR FRAMING
PONY WALL
WALL SHEETING
(SEE BWP SCHEDULE FOR
SIZE & FASTENING)
PORTAL HEADER
(SEE HEADER SCHEDULE
FOR SIZE & TYPE)
FASTEN SHEATHING TO
HEADER W/ 8D COMMON
OR GAL. BOX NAILS IN 3"
GRID PATTERN
HOLD DOWNS
(SEE FDN. PLAN)
HOLD DOWNS
(SEE FDN. PLAN)
HEADER TO JACK-STUD STRAP
PER TABLE R602.10.6.4 ON
BOTH SIDES OF OPENING
OPPOSITE SIDE OF SHEATHING
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 TYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
6 CRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 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
8 PORTAL WALL FRAMEPORTAL WALL FRAMEPORTAL WALL FRAMEPORTAL WALL FRAME
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
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PLN# 19-03-005
10
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1 MAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEP
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
MEP DRAWING NOTE:
1. These drawings are provided for the Mechanical, Electrical, and Plumbing contractors to
make notations and changes according to the direction of the homeowner and general
contractor.
2. It is the responsibility of the individual contractors to ensure that all trade-specific design
is done according to the latest code standards and the homeowners preference
3. The trade contractors shall present all material and fixture selections for homeowner
approval prior to purchase and installation
4. If the installation of any pipes, ductwork, wires or other material require modification of
the specified structure, the general contractor shall contact the structural engineer or
designer to verify that such modification will not negatively effect the strength of the
effected structural element DR
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FOOSBALL TABLE
5'X10' FLOOR
SPACE
LINEN
D O W N
1 SECOND FLOOR MEPSECOND FLOOR MEPSECOND FLOOR MEPSECOND FLOOR MEP
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
MEP DRAWING NOTE:
1. These drawings are provided for the Mechanical, Electrical, and Plumbing contractors to
make notations and changes according to the direction of the homeowner and general
contractor.
2. It is the responsibility of the individual contractors to ensure that all trade-specific design
is done according to the latest code standards and the homeowners preference
3. The trade contractors shall present all material and fixture selections for homeowner
approval prior to purchase and installation
4. If the installation of any pipes, ductwork, wires or other material require modification of
the specified structure, the general contractor shall contact the structural engineer or
designer to verify that such modification will not negatively effect the strength of the
effected structural element DR
A
W
N
B
Y
:
CH
K
'
D
B
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PLN# 19-03-005
10
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