HomeMy WebLinkAboutFOUNDATION PLANS - M19-00050 - Thomas & Candice Ashment - 4350 Woodland Dr - New SFRINDEX OF SHEETS
T-101
T-102
A-101
A-102
A-201
A-202
COVER SHEET
SITE
MAIN FLOOR
BONUS SPACE
ELEVATIONS
ELEVATIONS
INDEX OF SHEETS
A-203
S-301
S-302
S-303
D-101
E-101
SECTIONS
FOUNDATION
MAIN FLOOR FRAMING
ROOF FRAMING
DETAILS
ELECTRICIAN MARKUP PLAN
LOCATION: REXBURG, ID
SNOW LOAD: 35 PSF
WIND SPEED: 115 MPH
FROST DEPTH: 36"
SEISMIC: D1
REGULATION: 2012 IRC
ASHMENT RESIDENCE
DE
S
C
R
I
P
T
I
O
N
PR
O
J
E
C
T
NO
:
DR
A
W
N
BY
:
CH
K
'D
BY
:
RE
V
I
S
I
O
N
DA
T
E
SHEET 1
T-101
PL
O
T
DA
T
E
:
CO
V
E
R
SH
E
E
T
SH
E
E
T
TI
T
L
E
:
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7 /29
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B .M .Y
10
6
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4
4
'
-
7
3
/
4
"
144'-5 3/4"
4
7
'
-
7
1/
4
"
7
3
'
-
2
"
1
2
0
'
-
6
1
/
4
"
HOUSE
DRIVE WAY
GARAGE
RIVER ROCK ESTATES DIV NO . 1
LOT 18 BLK 3
N
5 0 ' FR
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SE
B
A
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2
5
'
R
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A
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B
A
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10 ' SIDE SEBACK
1
0
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S
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B
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K
WO
O
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DR
HICKORY CT
SC
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:
1 "
=
10
'
1
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:
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SHEET 2
T-102
PL
O
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DA
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E
:
SI
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SH
E
E
T
TI
T
L
E
:
W .B .S /B .M .Y /B .W .
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9
B .M .Y
10
6
6
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W.S.
12345678910111213141516
FF4
F
F
A
E
B B
HF8
B BD
10-0x9-0
6
5
1
54
4
7
4
2
4 3
1
D
D
4
D
1
1
5
7
18-0x9-0
D
D
F
RE
DW
DR
W
6'
-
2
"
6'
37
'
7'-9"16'-3"29'13'
7'-2 3/4"6'-9 1/4"24'42'
12'8'11'11'
5'
7'7'12'12'
3'
80'
6'-2"6'-8"
2'-6"8'2'-6"
6'-6 1/2"7'-11 1/2"9'-2"5'-4"
5'
-
4
"
8'
-
1
0
"
4'
-
1
1/
2
"
7'
-
1
1/
2
"
12
'
-
7
1/
2
"
20
'
60
'
-
6
"
12
'
-
2
"
2'
-
6
1/
2
"
8'
-
1
/
2
"
2'
-
5
"
11
'
-
1
0
"
14
'
-
6
"
14'24'42'
80'
19'-6 1/2"4'
6'6'4'-10"4'-8 1/2"3'-11 1/2"3'-8"6'-6"6'-4"
5'
-
1
1/
4
"
2'
-
1
1
1/
4
"
8'
3'
5'
11
'
-
8
1/
2
"
3'
-
1
3/
4
"
6'
-
4
1/
2
"
3'
-
2
1/
4
"
6'
-
8
"
6'-11 1/2"10'-7 1/2"2'-3"3'-8 1/2"
7'
7'-6"
3'-11 1/2"3'-9 1/2"2'-10 3/4"10'3'-4 1/4"
5'
-
8
1/
4
"
6'
-
1
3/
4
"
9'-10"2'-3"4'-2"
3'
5'
-
1
1
"
9'-6 1/2"7'-7 1/2"12'-10"
7'
-
2
"
5'
-
7
"
21
'
-
9
"
11
'
9'
6'
2'
#DrgID
#LayID
#DrgID
#LayID
2
A-203
2
A-203
1
A-203
1
A-203BATH
KITCHEN
SHOWER
W.I.C.
ENTRY
LOCKERS
COLUMN SCHEDULE:
C1 - (4) 2x6 SPF Gang Stud
C2 - 8x8 DF Select Timber Col.
NOTE: ENSURE (4) 2X6 UNDER ALL
GIRDER TRUSSES
HEADER SCHEDULE:
H1 - (2) 2x10 SPF Header
H3 - (2) 1 3/4"x9 1/2" 1.9E Microlam
H4 - (2) 1 3/4"x11 7/8" 1.9E Microlam
NOTE: ALL HEADERS IN BEARING WALLS TO BE H1
UNLESS NOTED OTHERWISE
BRACED WALL PANEL SCHEDULE:
- 2x6 @ 16" o.c., 7/16" OSB w/8d nails @ 4" o.c. (edges) & 8" o.c. (field)BWP2
BEDROOM #2
12'-0" X 11'-3"
BEDROOM #3
12'-0" X 11'-3"
MASTER BEDROOM
14'-4" X 12'-6"
OFFICE
MASTER
BATH
COVERED PORCH
FOUR CAR GARAGE
GREAT ROOMMECHANICAL
16'-8" X 22'-3"
Cl
o
s
e
t
Closet
Closet
C2 C2
C2 C2
C1
GENERAL FRAMING NOTE:
1. ALL EXTERIOR WALL FRAMING BWP2
2. SEE SHEAR OR BRACEWALL PANEL SCHEDULE FOR
WALL SHEATHING AND/OR FASTENING SCHEDULE. IF
NO SCHEDULE IS PROVIDED, WALL SHEATHING
SHALL BE 7/16" OSB, FASTENED w/16 GA. STAPLES
@ 4" O.C. ALONG EDGES & 8" O.C. IN FIELD
3. ENSURE THAT WALLS TALLER THAN 10' HAVE
BLOCKING @ PANEL EDGES OR @ 4' O.C. IN EACH
CAVITY.
4. ENSURE THAT ADEQUATE BLOCKING IS INSTALLED
FOR TOWELBARS, TP HOLDERS, AND ROBE HOOKS IN
ALL BATHROOMS(VERIFY HEIGHTS w/OWNER).
VERIFY WITH CABINETRY CONTRACTOR AND PROVIDE
NECESSARY BLOCKING AS REQUIRED.
5. WHERE COLUMNS ARE SPECIFIED AS "GANG"
COLUMNS, IF BEAM POCKET IS REQUIRED, USE OSB,
PLYWOOD, OR OTHER CONVENIENT MATERIALS TO
ENSURE THAT BEAM POCKETS IN COLUMNS ARE AS
EXACT AS POSSIBLE.
6. ENSURE THAT INTERIOR BEARING WALLS ARE
SUPPORTED BY BLOCKING OR DOUBLE FLOOR
JOISTS. JOIST INSTALL PER MANUFACTURER.
7. ENSURE THAT COLUMNS INDICATED ON MAIN OR
UPPER FLOORS ARE DIRECTLY SUPPORTED BY
BEAMS OR COLUMNS IN LOWER FLOORS. THERE
SHOULD BE A CONTINUOUS LOAD PATH TO A
FOOTING. CONTACT THE ENGINEER TO VERIFY
LOCATIONS AND SIZES IF NECESSARY.
8. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND
ANCHORS & CAPS AS SPECIFIED BY
MANUFACTURER
9. ENSURE THAT WINDOWS & DOORS ARE FLASHED
AND SEALED OVER AN APPROVED WALL/ROOFING
MEMBBRANE TO ENSURE MOISTURE PROTECTION
10. INSTALL SIDING PER MANUFACTURER REQ.,
INCLUDING RAIN SCREEN OR OTHER.
11. ALL STAIRS SHALL BE CONVENTIONAL IN
CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A
MINIMUM RUN OF 10".
12. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND
HANDRAILS AT THE SAME.
13. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY
SUPPORTED AND BRACED WHERE THEY CONNECT TO
THE LIGHT FRAME STRUCTURE
H4
H3
BWP2
MUD ROOM/ LAUNDRY
FL
O
O
R
TO
CE
I
L
I
N
G
C1
C1
H3
DINING
C1C1
C1
H4
4/12
Vault
WINDOW SCHEDULE
Element ID
A
B
C
D
E
F
G
H
Quantity
1
4
6
6
1
6
1
1
SIZE
WIDTH
2'-6"
3'
4'
4'
5'
5'
8'
8'
HEIGHT
4'
5'
3'
4'
4'
5'
5'
6'
NOTES
LIVABLE SQUARE FOOTAGE
ID
BONUS
MAIN FLOOR
AREA
1,484.42
2,171.46
NONLIVABLE SQUARE FOOTAGE
ID
GARAGE
AREA
1,379.44
DOOR SCHEDULE
Element ID
1
2
3
4
5
6
7
8
Quantity
6
1
1
7
3
1
2
2
DOOR
W
2'-6"
2'-8"
3'
3'
4'
4'-6"
5'
6'
HT
6'-8"
6'-8"
5'-6"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
SHORT DOOR UNDER STAIRS
0 2'4'8'SCALE: 1/4" = 1'-0"9 MAIN LEVEL PLAN
DE
S
C
R
I
P
T
I
O
N
PR
O
J
E
C
T
NO
:
DR
A
W
N
BY
:
CH
K
'D
BY
:
RE
V
I
S
I
O
N
DA
T
E
SHEET 3
A-101
PL
O
T
DA
T
E
:
MA
I
N
FL
O
O
R
SH
E
E
T
TI
T
L
E
:
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7 /29
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9
B .M .Y
10
6
6
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Ye
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C
C
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F
12345678910111213141516
1
1
8
4
#DrgID
#LayID
2
A-203
1
A-203
2'
18
'
38'
3'
-
9
1/
2
"
1'-8 1/2"7'-9 1/2"2'-3 1/2"6'-2 1/2"
8 '1 -1 /8 " DO
R
M
E
R
WA
L
L
8 '1 -1 /8 "
DO
R
M
E
R
WA
L
L
30
'
-
4
"
7'
-
9
1/
2
"
19
'
-
5
1/
2
"
WINDOW SCHEDULE
Element ID
A
B
C
D
E
F
G
H
Quantity
1
4
6
6
1
6
1
1
SIZE
WIDTH
2'-6"
3'
4'
4'
5'
5'
8'
8'
HEIGHT
4'
5'
3'
4'
4'
5'
5'
6'
NOTES
DOOR SCHEDULE
Element ID
1
2
3
4
5
6
7
8
Quantity
6
1
1
7
3
1
2
2
DOOR
W
2'-6"
2'-8"
3'
3'
4'
4'-6"
5'
6'
HT
6'-8"
6'-8"
5'-6"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
SHORT DOOR UNDER STAIRS
0 2'4'8'SCALE: 1/4" = 1'-0"1 SECOND FLOOR
DE
S
C
R
I
P
T
I
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N
PR
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NO
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DR
A
W
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BY
:
CH
K
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BY
:
RE
V
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DA
T
E
SHEET 4
A-102
PL
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DA
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E
:
BO
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SP
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C
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SH
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6
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C
12
10
12
8
12 3
12
10
MAIN FLOOR
±0'
MAIN FLOOR
±0'
TOP PLATE
±9' 1-1/8"
TOP PLATE
±9' 1-1/8"
HIGHEST FROM FINISHED
FLOOR
±21' 2"
123
12
12
12
12
12
1012
10
0 2'4'8'SCALE: 1/4" = 1'-0"1 REAR ELEVATION
0 2'4'8'SCALE: 1/4" = 1'-0"2 FRONT ELEVATION
DE
S
C
R
I
P
T
I
O
N
PR
O
J
E
C
T
NO
:
DR
A
W
N
BY
:
CH
K
'D
BY
:
RE
V
I
S
I
O
N
DA
T
E
SHEET 5
A-201
PL
O
T
DA
T
E
:
EL
E
V
A
T
I
O
N
S
SH
E
E
T
TI
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L
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:
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B .M .Y
10
6
6
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12
8
0 2'4'8'SCALE: 1/4" = 1'-0"1 RIGHT ELEVATION
0 2'4'8'SCALE: 1/4" = 1'-0"2 LEFT ELEVATION
DE
S
C
R
I
P
T
I
O
N
PR
O
J
E
C
T
NO
:
DR
A
W
N
BY
:
CH
K
'D
BY
:
RE
V
I
S
I
O
N
DA
T
E
SHEET 6
A-202
PL
O
T
DA
T
E
:
EL
E
V
A
T
I
O
N
S
SH
E
E
T
TI
T
L
E
:
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7 /29
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10
6
6
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Ye
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4'
1
1/
2
"
1'
-
3
/
4
"
9'
1-
1
/
8
"
HAND-FRAMED OVERBUILD (TYP.)
0 1'2'4'SCALE: 1/2" = 1'-0"1 SECTION @ STAIR
SCALE: 3/8" = 1'-0"2 SECTION Y
DE
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DA
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SHEET 7
A-203
PL
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:
SE
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10
6
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6'
20
'
80'
8'
37
'
45
'
3'
5'
3'
80'
14'24'29'13'
9'
-
6
"
5'
14'24'12'30'
7'7'12'12'
60
'
-
6
"
23'-4"
8'
-
1
1
3/
4
"
23
'
-
6
1/
4
"
19'-10 1/2"
85'-3
1/4"
59'
-
1
0
3/4
"
34'-
5
1/4"
8'11'11'
8'
-
8
"
18
'
10
'
-
4
"
45
'
-
6
"
15
'
11'-7"6'11'-5"
24
'
-
8
"
Craw Space Note:
1. 8"x48" Foundation wall w/#4 bar Vertically @ 36" o.c. & #4 Bar Horizontally @ 24" o.c. w/(1)
bar in top 12" of wall.
2. See Footing Schedule for Footing Size and Rebar Placement. Contractor to ensure footers are
below local frost.
3. 5/8" Anchors @ 48" o.c. Entire wall perimeter & footers that support framed Stem walls.
4. 4" crushed gravel over 6 mil. vapor barrier.
5. Crawl space ventalation @ 1:150 Ratio & place (1) vent within 3' of each corner.
6. Pressure treated sill at perimeter of foundation.
7. 18"x24" Minimum Crawlspace access hole with lighting/access ladder.
8. 3000 PSI minimum compressive Strength in foundation walls.
9. 4000 PSI Minimum Compressive Strength in Slabs.
8" CONCRETE PORCH CAP
#4 BRS # 12" O.C. BOTH WAYS
POST BASE SCHEDULE:
- CB88 OR EQ.
F1
F2
F1
F1
F 2
F2F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
HOLD DOWN SCHEDULE:
- HDU5, STHD10, STHD10RJ
(BUILDER'S PREFERNCE)F1
FOOTER SCHEDULE:
F1 - 16"x8" Continuous Footing w/(2) #4 Bar Cont.
F2 - 18"x8" Continuous Footing w/(2) #4 Bar Cont.
F2
#DrgID
#LayID
2
A-203
2
A-203
1
A-203
1
A-203
0 2'4'8'SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
DE
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SHEET 8
S-301
PL
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:
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2x WALL 5/8" REDHEAD ANCHERS @ 32" O.C. (TYP)
2x WALL 5/8" REDHEAD ANCHERS @ 32" O.C. (TYP)
2x WALL 5/8" REDHEAD ANCHERS @ 32" O.C. (TYP)
11-7/8" BCI 6000 @ 16" O.C.
OVER PRESSURE TREATED SEAL PLATE
3/4" T&G OSB w/ GLUE AND 10d NAILS
@ 3/12 SPACING
11-7/8" BCI 6000 @ 16" O.C.
OVER PRESSURE TREATED SEAL PLATE
3/4" T&G OSB w/ GLUE AND 10d NAILS
@ 3/12 SPACING
8" CONCRETE PORCH CAP
#4 BRS # 12" O.C. BOTH WAYS
2 X 12 FLOOR
JOISTS
@ 1 2 " SUSPEN
D
E
D
FROM
BONUS
TRUSS
SUSPEN
D
FROM
TRUSS
USING
SIMPSO
N
HU 212 HANGE
R
S
2 X 12 FLOOR JOISTS @ 16 " SUSPENDED FROM BONUS TRUSS
SUSPEND FROM TRUSS AT STAIRS USING SIMPSON HU 212 HANGERS
0 2'4'8'SCALE: 1/4" = 1'-0"1 FIRST FLOOR FRAMING
SCALE: 1/4" = 1'-0"2 SECOND FLOOR FRAMING
DE
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SHEET 9
S-302
PL
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:
MA
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Simpson LSSUI25 Hanger (TYP) (TJI 110 Series & 1.9E Microlam Variable Slope Seat Joist Hanger)
Simpson VPA25 Hanger (TYP) (TJI 110 Series Variable Pitch Connector)
Simpson VPA2.1 Hanger (TYP) (TJI 210 Series Variable Pitch Connector)
Simpson VPA35 Hanger (TYP) (TJI 230 & 360 Series Variable Pitch Connector)
Simpson VPA4 Hanger (TYP) (TJI 560 Series Variable Pitch Connector)
Simpson LSSU2.1 Hanger (TYP) (TJI 210 Series Variable Slope Seat Joist Hanger)
Simpson LSSUI35 Hanger (TYP) (TJI 230 & 360 Series Variable Slope Seat Joist Hanger)
Simpson LSSU410 Hanger (TYP) (TJI 560 Series Variable Slope Seat Joist Hanger)
HA
N
D
-FR
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PO
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GA
B
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TR
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2 X 6 LADDER ROOF FRAMING
BETWEEN STAIRS
HA
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-FR
A
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4"X8" SPF 1
(2) 3/4" LAG SCREWS
MIN. 6" PENETRATION
INTO END OF BEAM
(BOTH SIDES TYP.)
4"X8" SPF 1
4"X8" SPF 14"X8" SPF 1
FRONT GABLE TO BE OFFSET 3'
FROM EXTERIOR WALL FRAMING
BONUS GIRDER TRUSS BY
MANUFACTURER. BOTTOM
CHORD TO BE SUFFICIENT TO
CARRY 2X12 FLOOR FRAMING
CONTINUOUS ACROSS
ENTIRE TRUSS
Manufactured Trusses
8/12 Pitch
ROOF BEAM SCHEDULE:
RB1 - (2) 2x8 PT
RB2 - (2) 2x10 PT
RB3 - (3) 2x10 PT
RB4 - (2) 2x12 PT
RB5 - (3) 2x12 PT
RB6 - 1 3/4" x 11 7/8" 1.9 E Microlam
RB7 - (2) 1 3/4" x 11 7/8" 1.9 E Microlam
RB8 - (3) 1 3/4" x 11 7/8" 1.9 E Microlam
RB9 - (4) 1 3/4" x 11 7/8" 1.9 E Microlam
RB10 - (??x??) 24F-V4 GLB
RB11 - (??x??) 24F-V4 GLB
RB12 - W??x?? - ?? ksi Wide Flange Steel Beam w/2x Plate Bolted Top & Bottom
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1 .5 /12
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Manufact
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Trusses
8 /12 Pitch
ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN PER
MANUFACTURER.
2. SIMPSON H1 TIES @ EA. TRUSS.
3. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.
4. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING.
5. ICE /WATER BARRIER @ ALL EDGES, EVES, GABLES,
RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION.
6. #15 ROOFING FELT MINIMUM.
7. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.
8. FASCIA/SOFFIT TO MATCH SIDING.
Manufactured Trusses
8/12 Pitch
Ma
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Bo
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/12
Pi
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/12
Pi
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12
/12
Pi
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Manufactured Trusses
12/12 Pitch
Manufactured Trusses
10/12 Pitch
Manufactured Trusses
8/12 Pitch
HAND-FRAMED
OVERBUILD
HAND-FRAMED
OVERBUILD
HAND-FRAMED
OVERBUILD
TRUSS NOTE:
-2' EAVES AS REQUIRED PER HOA
Ma
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Pi
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Va
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10
/12
Pi
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Manufactured Bonus Trusses
10 /12 Pitch
Manufactur
e
d
Trusses 10 /12
Pitch
0 2'4'8'SCALE: 1/4" = 1'-0"1 ROOF LAYOUT
DE
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SHEET 10
S-303
PL
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DA
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:
RO
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FR
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10
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DE
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7 /29
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SHEET 11
D-101
W .B .S /B .M .Y /B .W .
10
6
6
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#2
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LL
C
GENERAL NOTES
All work shall be consistent with the best practices of the trades involved
and conform to the 2009 IRC.
Owner/Contractor or sub-contractor shall verify plans, dimensions and any
work or construction.
Any footing or foundation re-design shall be performed by a registered
professional engineer.
Roof truss and/or beam manufacturer shall provide shop drawings showing
recommended design. Design loads per applicable local codes and
connection details signed and sealed by a registered professional engineer.
Forced air heating. All ductwork shall be located above basement ceiling
line whenever possible.
Size main hvac trunk-line to allow a 7’-0” minimum finish ceiling in
basement areas ducts pass through per IRC R305.
Furnace shall not be used prior to completion of house unless approved by
owner. Owner/Contractor shall assure that all duct registers and furnace
are clean and free of construction materials.
Provide waterproof sheetrock in tub, shower and laundry areas per IRC
R307.2.
Vent dryer and bathroom exhaust fans to exterior of house per IRC R303.3.
Case and jamb all finished door openings.
Interior and/or exterior railings required at porch or landing will conform to
IRC R312.
Engineered joist floor systems shall be installed per manufacturer
specifications.
Provide proper gutter systems over all walks, driveways, porches or decks
as indicated on plans.
Install 6” of clean gravel in all window wells.
Finish grade the lot to slope a minimum of 6” in the first 10 feet away from
the foundation, then minimum 2% thereafter per IRC R401.3.
Mix, place, consolidate and cure all concrete per IRC R403 & R404.
All smoke detectors shall be 110V main power with battery backup. All
detectors to be connected for simultaneous alarm. Smoke alarms per IRC
R313.
Dimensions are to framed walls without sheetrock unless specified
otherwise.
FOUNDATION NOTES
All footings shall bear on undisturbed soil or compacted fill capable of
supporting a minimum design bearing pressure of 1500 PSF.
Footing elevations shown on the foundation plan, shall be lowered as
required to obtain the required design bearing pressure.
Unless noted otherwise, the bottom of all exterior footings shall be placed 6"
below local frost depth: the bottom of all interior footings shall be placed 12"
minimum below interior finished grade.
Concrete foundation shall be cast in accordance with the requirements of
IRC Section R402.
Slab on grade construction shall be in accordance with IRC R506.
STRUCTURAL NOTES
The structural drawing shall be used in conjunction with the drawings of all
other disciplines and the project specifications. The contractor shall verify
the requirements of the other trades as to sleeves, chases, hangers,
inserts, anchors, holes and other items to be placed or set in the structural
work.
The Owner/Contractor shall be responsible for complying with all safety
precautions and regulations during the work. The engineer will not advise
on nor issue direction as to safety precautions and programs.
The structural drawings herein represent the finished structure. The
Owner/Contractor shall provide all temporary guying and bracing required to
erect and hold the structure in proper alignment until all structural work and
connections have been completed. The investigation, design, safety,
adequacy and inspection of erection bracing, shoring, temporary supports,
etc. are the sole responsibility of the Owner/Contractor.
The engineer shall not be responsible for the methods, techniques and
sequences of procedures to perform the work. The supervision of the work
is the sole responsibility of the Owner/Contractor.
Drawings indicate general and typical details of construction. Where
conditions are not specifically shown, similar details of construction shall be
used, subject to approval by the engineer.
Loading applied to the structure during the process of construction shall not
exceed the safe load-carrying capacity of the structural members. Do not
apply any construction loads until structural framing is properly connected
together and until all temporary bracing is in place.
All ASTM and other references are per the latest additions of the standards,
unless otherwise noted.
WOOD FRAMING NOTES
All wood framing material shall be surfaced dry and used at 19% maximum
moisture content.
All stud and wall framing shall be No. 2 grade Doug Fir.
All joist, rafter, & misc. framing shall be No. 2 grade Doug Fir. Unless noted
otherwise.
All framing exposed to the weather or in contact with masonry or concrete
shall be pressure treated in accordance with the American Wood Preservers
Association Specification where possible.
Provide LVL header beams of the same size as joists or rafters to frame
around openings in the plywood deck unless otherwise indicated.
Bolt-holes shall be carefully centered and drilled not more than 1/16” larger
than the bolt diameter. Bolted connections shall be snug but not to the
extent of crushing wood under washers.
Prefabricated metal joist hangers, hurricane clips, hold-down anchors and
other accessories shall be as manufactured by "Simpson Strong-Tie
Company”, or approved equal. Install all accessories per the manufacturer’s
requirements. All steel shall have a minimum thickness of 0.04 inches (per
ASTM A446, Grade A) and be galvanized (coating G60).
Holes and notches drilled or cut into wood framing shall not exceed the
requirements of IRC R600.
All plates, anchors, nails, bolts, washers and other miscellaneous hardware
permanently exposed to weather shall be hot dip galvanized.
Sheathing of floors, walls and roofs shall be in accordance with IRC R500,
R600 and R800.
2'
-
6
"
MI
N
7
34
8
2
1
9
13 12
11
9
10
6
5
6 "
MI
N
KEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.
2 - CONCRETE WALL
3 - FLOOR JOIST, SEE PLAN
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - FLOOR SHEATHING
6 - REQ'D PANEL BOUNDARY NAILING
7 - WALL STUDS
8 - WALL SHEATHING
9 - REQ'D PANEL EDGE NAILING
10 - CONT. BOTTOM PLATE W/ 10d COMMON
NAILS @ 6" O.C.
11 - CONT. RIMBOARD W/ SIMPSON A35 CLIP @
32" O.C.
12 - 2x8 LEDGER W/ 1/2 DIA LAG SCREWS @ 12"
O.C., STAGGER TOP & BOT.
13 - DECK JOIST
2 1
3
1 3
7
6
3
4
5
1
3
8
4
2
1
2
E
D
PLAN
KEYNOTES
1 - WALL SHEATHING
2 - HOLDOWN
3 - WOOD STUD WALL
4 - CONCRETE WALL
5 - WOOD ATTACHMENT SEE HOLDOWN
CONNECTION SCHEDULE
6 - EDGE NAILING SEE SHEAR WALL
SCHEDULE
7 - WOOD POST SEE HOLDOWN SCHEDULE
8 - WOOD FLOOR JOIST
SECTION D
SECTION E
2'
-
6
"
MI
N
7
34
8
2
1
9
3 14
11
9
10
6
5
6 "
MI
N 12
13
KEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.
2 - CONCRETE WALL
3 - FLOOR JOIST, SEE PLAN
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - FLOOR SHEATHING
6 - REQ'D PANEL BOUNDARY NAILING
7 - WALL STUDS
8 - WALL SHEATHING
9 - REQ'D PANEL EDGE NAILING
10 - CONT. BOTTOM PLATE W/ 10d COMMON
NAILS @ 6" O.C.
11 - CONT. RIMBOARD W/ SIMPSON A35 CLIP @
32" O.C.
12 - JOIST BLOCKING @ 32" O.C. W/ SIMPSON H3
(PROVIDE WEB FILLER AS REQ'D
13 - (4) 10d COMMON @ EACH BLOCK
14- 2x8 LEDGER W/ 1/2" DIA LAG SCREWS @ 12"
O.C., STAGGER TOP & BOT.
3
4
2
1
KEYNOTES
1 - POST, SEE PLAN
2 - SIMPSON POST BASE
3 - PIER W/ (4) #4 DOWELS
INTO FOOTING & #3 CLOSED STIRRUPS @
12" O.C. W/ (3) STIRRUPS IN TOP 9"
4 - CONC. FOOTING, SEE SCHEDULE
21
7
6
5
3
4
KEYNOTES
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
Dormer Ridge
Dormer
Rafter
Simpson Hangers
Simpson VPA
Valley Rafter
Not Necessary if Front
of Dormer Aligns With
Load-Bearing Wall Below
Simpson Strap
Support
Rafter Beams
9
104
6
6
8
6
7
2
1
11
12
5
3
KEYNOTES
1 - FLOOR SHEATHING
2 - REQ'D PANEL BOUNDARY NAILING
3 - WALL STUDS
4 - DOUBLE TOP PLATE
5 - WALL SHEATHING
6 - REQ'D PANEL EDGE NAILING
7 - CONT. BOTTOM PLATE W/ 10d COMMON
NAILS @ 6" O.C.
8 - CONT. RIMBOARD W/SIMPSON A35 CLIP
@ 32" O.C.
9 - SOLID BLOCKING
10 - FLOOR JOISTS
11 - JOIST BLOCKING @ 32" O.C. W/ SIMPSON
H3 (PROVIDE WEB FILLER AS REQ'D)
12 - (4) 10d COMMON @ EACH BLOCK
7
10
3
9
8
5
11
1 62
3
4
KEYNOTES
1 - 10d COMMON @ 6" O.C.
2 - FLOOR SHEATHING
3 - STUD WALL W/ 2X6 @ 16" O.C.
4 - BLOCKING W/ 10d COMMON @ 6" O.C.
5 - FLOOR JOISTS
6 - WEB SSTIFFENERS EACH SIDE
7 - PROVIDE MID HEIGHT BLOCKING
8 - FOOTING
9 - SHEATHING TO MATCH WALL ABOVE
10 - L50 EACH BLOCK
11 - SIMPSON SDS25300
NOTES:
A - LOAD BEARING WALL ABOVE MUST
STACK DIRECTLY OVER WALL BELOW
86
7
2
1
3
9
5
4
KEYNOTES
1 - FLOOR SHEATHING
2 - REQ'D PANEL BOUNDARY NAILING
3 - WALL STUDS
4 - DOUBLE TOP PLATE
5 - WALL SHEATHING
6 - REQ'D PANEL EDGE NAILING
7 - CONT. RIMBOARD W/SIMPSON A35 CLIP
@ 32" O.C.
8 - FLOOR JOIST, W/ SIMPSON H3 AT 32" O.C.
MAX (PROVIDE WEB FILLER AS REQ'D)
9 - PARTITION WALL ABOVE WHERE OCCURS,
COORDINATE WITH ARCH.
6
6
6
6
1
48
1
7
2
13
3 4
5
3
132
4
5
KEYNOTES
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.EXTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT
WALL INTERSECTION
3
5
6
2
4
1
2 1
8
3
5 6
7
KEYNOTES
1 - FLOOR SHEATHING
2 - REQ'D PANEL BOUNDARY NAILING
3 - FLOOR JOISTS
4 - SIMPSON JOIST HANGER
5 - WOOD BEAM
6 - BUILT UP BEAM NAILING
7 - BLOCKING W/ 10d TOE NAILS AT 6" O.C.
TO BEAM BELOW (AT SIM. CONDITIONS
WHERE JOISTS END AT BEAM, USE CONT.
RIM JOISTS IN LIEU OF THE BLOCKING)
8 - SIMPSON H3 AT 32" O.C. MAX. PROVIDE
WEB FILLER AS REQ'D)
CASE A
7
8
4
6
531212
4 91110
8
6
KEYNOTES
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.
OPTION 1
OPTION 2
8
732" TYP. WITH
SOLID BLOCKING
10
3 9
12
3
4
6
5
3
KEYNOTES
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
TYP. DOOR
OPENING
TYP. WINDOW
OPENING
B
B
A
SECTION A
SECTION B
NOT TO SCALE
FLOOR JOIST TO CONCRETE WALL
NOT TO SCALE
TYPICAL STHD HOLDOWN
NOT TO SCALE
FLOOR JOIST BLOCKING
NOT TO SCALE
CONCRETE PIER
NOT TO SCALE
STUD WALL TO CONCRETE WALL CONNECTION
NOT TO SCALE
DORMER DETAIL
NOT TO SCALE
FLOOR JOISTS TO STUD WALL
NOT TO SCALE
DETAIL
NOT TO SCALE
FLOOR JOIST INT. SHEAR WALL
NOT TO SCALE
TYPICAL SHEAR SHEATHING AT WALL INTERSECTION
NOT TO SCALE
JOIST @ BEAM CONNECTION
NOT TO SCALE
TYPICAL OVERBUILD FRAMING
NOT TO SCALE
LATERAL TIES AT OPENINGS
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SCALE: 1/4" = 1'-0"1 Main Level Mep
SCALE: 1/4" = 1'-0"2 BONUS MEP
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
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