HomeMy WebLinkAboutPLANS - 20-00489 - Rockwell House - 4 plexDR
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G-101
PLN# 20-02-006
6/17/2020
10
6
6
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1
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W .
Re
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Id
a
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
INDEX OF SHEETS
G-101
A-101
A-102
A-201
A-301
S-101
S-201
S-301
S-302
S-401
R-101
E-101
COVER SHEET
MAIN FLOOR
SECOND FLOOR
ELEVATIONS
SECTIONS
FOUNDATION
SECOND FLOOR FRAMING
WALL FRAMING
WALL FRAMING
ROOF FRAMING
DETAILS
MEP MARKUP PLAN
FINISHED SQUARE FOOTAGE
ID
UNIT A
UNIT B
UNIT C
UNIT D
AREA
1,085.12
908.11
912.88
1,192.38
4,098.49 sq ft
LOCATION: Rexburg ID
SNOW LOAD: 50 PSF
WIND SPEED: 115 MPH
FROST DEPTH: 36 INCH
SEISMIC: D-1
REGULATION: IRC 2015
431 S. 2ND W.
431 S. 2ND W. CODE REVIEW
BUILDING HEIGHT PEAK TO GRADE APX. 32.5'
TOTAL BUILDING SQ FT APX. 4098
2 STORIES ABOVE GRADE
USE GROUP R2
CONSTRUCTION TYPE VB
SPRINKLER REQUIRED - 903.2.8
FLOORS: 1/2 HR - 711.2.4.3
UNIT SEPERATION WALLS: 1/2 HR - 708.3 EXC. #2
SYSTEM TYPE - NFPA 13
UNDER STAIRS - 1/2" - 1011.7.3
DRAFTSTOP NOT REQ. - 718.3.2 EXC. #1
FIRE BLOCKING REQ - 718.2.3
SOUND RATING
WALL AND FLOOR STC RATING REQ
MIN, STC 50 FOR SEPERATION WALLS AND FLOORS - 1207.2
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DA
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MA
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FL
O
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:
A-101
PLN# 20-02-006
6/17/2020
10
6
6
No
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Ye
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ID
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a
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
RERE
DW
D
W
A
A
A A AAAA
5
A
5
AAAAAA4
5
1 2
111
11
1
1
1 1 1
2 1
1
3
2
FF
DR
/W
DR
W
F F
5
S-101
64'13'
33
'
-
6
"
21
'
-
6
"
5'
5'
5'
1
A -30
1
1
A -30
1
HSS 6X6x1/4
SOUND RATING
PER 1207.2
HSS 6X6x1/4
KITCHEN
BATH
BATH
KITCHEN
BATHADA
BATH
FIRE RISER
ROOM
LIVING ROOM
14'-3" x 11'-10"
BEDROOM #1
8'-6" x 8'-4"
BEDROOM #2
8'-6" x 8'-4"
BEDROOM #3
8'-6" x 8'-4"
BEDROOM #4
9'-1" x 7'-9"
LIVING ROOM
14'-3" x 12'-1"
BEDROOM #2
8'-6" x 8'-4"
BEDROOM #3
8'-6" x 8'-4"
BEDROOM #4
8'-6" x 8'-0"
BEDROOM #5
9'-0" x 7'-9"
BEDROOM #1
10'-0" x 8'-4"
WINDOW SCHEDULE
ID
A
QTY
33
TYPE
TBD
SIZE
W
2'-6"
HT
4'-6"
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
QTY
30
6
1
1
5
LOCATION
Interior
Interior
Interior
Exterior
Exterior
FIRE RATING DOOR
W
2'-6"
2'-8"
2'-10"
2'-8"
3'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
FINISHED SQUARE FOOTAGE
ID
UNIT A
UNIT B
UNIT C
UNIT D
AREA
1,085.12
908.11
912.88
1,192.38
4,098.49 sq ft
1 MAIN LEVEL PLAN
SCALE: 1/4" = 1'-0"
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:
A-102
PLN# 20-02-006
6/17/2020
10
6
6
No
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Ye
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Re
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Id
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
RE
RE
DW
DW
1
A A AAAAA
A
A
A
AAAAA A
11111
111
5
12
1 1 1
1 1
1
5
AA
2
2
1
DR
/W
DR
W
F F
F
F
1
A -30
1
1
A -30
1
72'-6"
12
'
21
'
-
6
"
KITCHEN
BATH
BATH
KITCHEN
BATH
BATH
UTILITY/ATTIC
ACCESS
LIVING ROOM
14'-3" x 11'-10"
LIVING ROOM
14'-3" x 11'-10"
BEDROOM #1
8'-6" x 8'-4"
BEDROOM #2
8'-7" x 8'-4"
BEDROOM #3
8'-7" x 8'-4"
BEDROOM #4
9'-0" x 7'-9"
BEDROOM #1
8'-8" x 8'-2"
BEDROOM #2
8'-8" x 8'-2"
BEDROOM #3
8'-8" x 8'-2"
BEDROOM #4
7'-10" x 10'-1"
BEDROOM #5
8'-7" x 8'-3"
BEDROOM #6
7'-10" x 10'-2"
WINDOW SCHEDULE
ID
A
QTY
33
TYPE
TBD
SIZE
W
2'-6"
HT
4'-6"
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
QTY
30
6
1
1
5
LOCATION
Interior
Interior
Interior
Exterior
Exterior
FIRE RATING DOOR
W
2'-6"
2'-8"
2'-10"
2'-8"
3'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
FINISHED SQUARE FOOTAGE
ID
UNIT A
UNIT B
UNIT C
UNIT D
AREA
1,085.12
908.11
912.88
1,192.38
4,098.49 sq ft
1 SECOND FLOOR
SCALE: 1/4" = 1'-0"
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A-201
PLN# 20-02-006
6/17/2020
10
6
6
No
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.6
12
6
12
6
12
1 SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
2 NORTH ELEVATION
SCALE: 1/4" = 1'-0"
3 EAST ELEVATION
SCALE: 1/4" = 1'-0"
4 WEST ELEVATION
SCALE: 1/4" = 1'-0"
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A-301
PLN# 20-02-006
6/17/2020
10
6
6
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Id
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
9'
-
1
1/
8
"
9'
-
1
1/
8
"
MANUFACTURED TRUSSES
FINAL DESIGN PER MANUFACTURER
6
12
HUBERWOOD ZIP
R-9 EXTERIOR
SHEATHING (TYP)
SOUND RATING
PER 1207.2 (TYP)
CONCRETE WALL &
FOOTING. REBAR PER
FOUNDATION PLAN.
RIDGID INSULATIONRIDGID INSULATION
EXTEND FLOOR JOISTS
FOR EAVE SUPPORT
(SEE DETIAL)
1 SECTION
SCALE: 3/8" = 1'-0"
DR
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:
S-101
PLN# 20-02-006
6/17/2020
10
6
6
No
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Ye
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x
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Id
a
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
33
'
-
6
"
64'12'-7"
33
'
-
6
"
33
'
-
6
"
64'
20
'
-
8
"
5"
72'-27/8"
FW
1
FW1
FW
1
FW1
F2
F1
F3
F3
SQUARE PIER TO MATCH
SIZE OF VENEER COLUMN
(4) #5 BARS, #3 TIES @
6' O.C. (TYP 2 PLACES)
111
1
1
1
4" THICK SLAB ON GRADE
W/ #4 BAR @ 2' O.C. BOTH WAYS
1
A -30
1
1
A -30
1
FOOTING SCHEDULE
ID
F1
F2
F3
DEPTH
8"
10"
12"
WIDTH
16"
20"
48"
TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
48” X 48” X 12” SPREAD FOOTER
# OF BARS
(2)
(2)
8" REBAR MAT
BAR SIZE
#4
#4
#5
PIER (IF REQUIRED)
---
---
---
SIMPSON TIES
SYM ID
1
#
6
TYPE
STHD10RJ
FOUNDATION WALLS
WALL ID
FW1
THICK
20"
HEIGHT
4'
VERT BAR
#4
VERT SPACING
24" O.C.
BAR IN TOP & BOTTOM 12"
(2)
J-BOLT SIZE
5/8" W/7" EMBED
J-BOLT SPACING
48" O.C.
16"
16"
1
2
3
4
5
6 7018
1
7
KEYNOTES:
1 - HSS 6X6X1/4
2 - (4) 1" X 24" ANCHOR BOLTS
3 - ANCHOR NUTS
4 - LEVELING NUTS
5 - 24" CONCRETE BASE
6 - 3/4" STEEL PLATE
7 - (4) 1-1/8" DIA HOLES
1/4"
TOP VIEW
3 FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
5 STELL PLATE-TO-CONCRETE
NOT TO SCALE
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
A
W
N
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:
S-201
PLN# 20-02-006
6/17/2020
10
6
6
No
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1
S
2 ND
W .
Re
x
b
u
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g
Id
a
h
o
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
1
A -30
1
1
A -30
1
1-3/4 X 14 LVL
5-1/8 X 19-1/2
GLULAM
(2) 1 3/4 X 14 LVL(2) 1 3/4 X 14 LVL
1-3/4 X 14 LVL (2) 1-3/4 X 14 LVL
FLOOR DECKING TO LAP
BETWEEN SECTIONS BY
MIN OF 2'
SIMPSON ITS
5-1/8 X 13-1/2
GLULAM
5-1/8 X 13-1/2
GLULAM
5-1/8 X 18 GLULAM
CAN EXTEND INTO WALL ABOVE
1-3/4 X 14 LVL
SIMPSON HUS1.81/10SIMPSON HUS1.81/10
14" TRUSS JOISTS 560 @ 16" O.C.
PROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING
IS REQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC.
5/8" OR 3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)
1 SECOND FLOOR FRAMING
SCALE: 1/4" = 1'-0"
DR
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BY
:
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PL
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6 /17
/20
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:
S-301
PLN# 20-02-006
6/17/2020
10
6
6
No
r
t
h
Ye
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ID
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W .
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Id
a
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
18
'
-
6
"
15
'
4'-6"5'-9"7'-8"7'-8"8'-8"8'-8"7'-8"7'-8"5'-9"
10'-6"8'-10"8'-10"7'6'-6"8'-10"8'-10"4'-8"
A
A
A A AAAA
5
A
5
AAAAAA4
5
1 2
111
11
1
1
1 1 1
2 1
1
3
2
5
S-101
8'-11/2"8'-10"8'-11"6'-8"3'-91/2"9'-1"8'-9"8'-11"
8'
-
1
"
12
'
64'13'
33
'
-
6
"
12
'
-
6
"
7'-
9
"
4'
8'
-
4
"
12
'
-
6
"
21
'
33
'
-
6
"
64'
111/2"
3'-61/2"7'-1"3'-101/2"1'-1"
9'-9"
4'-91/2"6'-91/2"5'-3"5'-63/4"3'-103/4"
3'
3'
9'-4"3'-7"5'-101/2"6'-10"5'-51/2"5'-3"
5'
-
2
"
2'-
6
"
3'
-
1
1
"
8'
-
4
"
2'
-
1
"
17'-91/2"8'-6"
3 '-8 1 /2 "
10
'
-
9
"
5'-
7
"
5'
-
1
"
3'
-
3
"
77'
1
A -30
1
1
A -30
1
SW
2
SW2
SW
2
SW
2
SW2
SW2
H1
H1
H1
H1H1H1H1H1H1
H1 H1H1H1H1
H1
H1
H1
H1
HSS 6X6x1/4
(4) 2x6
(3) 2x6 (4) 2x6 (3) 2x4 (4) 2x6 (4) 2x6 (4) 2x6 (4) 2x6 (3) 2x4 (4) 2x6
(4) 2x6
4X4 MIN
W/ BC4
HUBERWOOD ZIP
R-9 EXTERIOR
SHEATHING (TYP)
SOUND RATING
PER 1207.2
HSS 6X6x1/4
KITCHEN
BATH
BATH
KITCHEN
BATHADA
BATH
FIRE RISER
ROOM
LIVING ROOM
14'-3" x 11'-10"
BEDROOM #1
8'-6" x 8'-4"
BEDROOM #2
8'-6" x 8'-4"
BEDROOM #3
8'-6" x 8'-4"
BEDROOM #4
9'-1" x 7'-9"
LIVING ROOM
14'-3" x 12'-1"
BEDROOM #2
8'-6" x 8'-4"
BEDROOM #3
8'-6" x 8'-4"
BEDROOM #4
8'-6" x 8'-0"
BEDROOM #5
9'-0" x 7'-9"
BEDROOM #1
10'-0" x 8'-4"
SHEAR WALL SCHEDULE
ID
SW2
LOCATION
EXTERIOR
TYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
NOTES
WINDOW SCHEDULE
ID
A
QTY
33
TYPE
TBD
SIZE
W
2'-6"
HT
4'-6"
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
QTY
30
6
1
1
5
LOCATION
Interior
Interior
Interior
Exterior
Exterior
FIRE RATING DOOR
W
2'-6"
2'-8"
2'-10"
2'-8"
3'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
3 MAIN LEVEL WALL FRAMING
SCALE: 1/4" = 1'-0"
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
A
W
N
BY
:
CH
K
'D
BY
:
WB
S
PL
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DA
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:
6 /17
/20
2
0
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:
RA
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WA
L
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FR
A
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TI
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:
S-302
PLN# 20-02-006
6/17/2020
10
6
6
No
r
t
h
Ye
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l
o
w
s
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2
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1
S
2 ND
W .
Re
x
b
u
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g
Id
a
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o
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
6'8'-10"22'-4"8'-10"13'-4"9'4'-2"
4'
-
8
"
12
'
-
1
"
12
'
-
1
"
4'
-
8
"
1
5'-9"7'-8"7'-8"8'-8"8'-8"7'-8"7'-8"5'-9"2'-6"6'-4"4'-2"
A A AAAAA
A
A
A
AAAAA A
11111
111
5
12
1 1 1
1 1
1
5
AA
2
2
1
1
A -30
1
1
A -30
1
72'-6"
12
'
21
'
-
6
"
33
'
-
6
"
33
'
-
6
"
72'-6"
26'-31/2"5'-61/2"9'-1/2"8'-11"1'-3"3'-6"8'-11"8'-1"
8 '-7 1 /2 "
3'
-
1
1
"
8 '-1 1 /2 "
11
'
-
1
1
"
8'-111/2"1'-7"
3'-6"8'-101/2"3'-41/2"
4 '-8 1 /2 "
3'
3'-1/2"
3'-1/2"
8'-7"8'-11"8'-91/2"5'-61/2"26'-81/2"
7'
2'
6'
-
2
"
3'
6'-91/2"3'-10"1'-3"
2'-111/2"3'-1/2"
15
'
-
2
"
5 '-1 1 /2 "
3'
-
1
0
"
8 '-5 1 /2 "
2'-111/2"2'-11"2'-11"
3'-6"
4'-3"3'-11"2'-9"6'-5"
3'
-
2
"
5 '-4 1 /2 "
3 '-5 1 /2 "
1'-5"3'-6"8'-11"8'-11/2"
2'-11"
3'
5'
-
7
"
3'
-
1
"
SW2
SW
2
SW
2
SW2
SW
2
SW2
H1 H1 H1
H1H1
H1H1
H1
H1H1 H1 H1
H1H1H1
H1
H1
H1
HUBERWOOD ZIP
R-9 EXTERIOR
SHEATHING (TYP)
KITCHEN
BATH
BATH
KITCHEN
BATH
BATH
UTILITY/ATTIC
ACCESS
LIVING ROOM
14'-3" x 11'-10"
LIVING ROOM
14'-3" x 11'-10"
BEDROOM #1
8'-6" x 8'-4"
BEDROOM #2
8'-7" x 8'-4"
BEDROOM #3
8'-7" x 8'-4"
BEDROOM #4
9'-0" x 7'-9"
BEDROOM #1
8'-8" x 8'-2"
BEDROOM #2
8'-8" x 8'-2"
BEDROOM #3
8'-8" x 8'-2"
BEDROOM #4
7'-10" x 10'-1"
BEDROOM #5
8'-7" x 8'-3"
BEDROOM #6
7'-10" x 10'-2"
SHEAR WALL SCHEDULE
ID
SW2
LOCATION
EXTERIOR
TYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
NOTES
WINDOW SCHEDULE
ID
A
QTY
33
TYPE
TBD
SIZE
W
2'-6"
HT
4'-6"
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
QTY
30
6
1
1
5
LOCATION
Interior
Interior
Interior
Exterior
Exterior
FIRE RATING DOOR
W
2'-6"
2'-8"
2'-10"
2'-8"
3'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
1 SECOND LEVEL WAALL FRAMING
SCALE: 1/4" = 1'-0"
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
A
W
N
BY
:
CH
K
'D
BY
:
WB
S
PL
O
T
DA
T
E
:
6 /17
/20
2
0
EN
G
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N
E
E
R
:
RA
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MC
D
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A
L
,
PE
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N
RE
V
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DA
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RO
O
F
FR
A
M
I
N
G
SH
E
E
T
TI
T
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:
S-401
PLN# 20-02-006
6/17/2020
10
6
6
No
r
t
h
Ye
l
l
o
w
s
t
o
n
e
Hw
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Re
x
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ID
83
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20
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2
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3
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43
1
S
2 ND
W .
Re
x
b
u
r
g
Id
a
h
o
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
1
A -30
1
1
A -30
1
3-1/2 X 9
24F-V4
3-1/2 X 9
24F-V4
ATTIC ACCESS
ATTIC TRUSSES
TO ALLOW FOR SMALL
UTILITY ROOM
6 /12
PI
T
C
H
6 /12
PI
T
C
H
6 /12
PI
T
C
H
2
S-401
2
3
2 6 KEYNOTES
1 - CANTILEVER FLOOR JOIST
2 - STUD WALL
3 - 2X RAFTER
4 - BLOCKING
5 - (2) 16d NAILS
6 - 2X6 BLOCKING, (1) SDWC
SCREW PER STUD (2) 16d
NAILS FOR RAFTER-TO-BLOCKING
1
4
5
1 ROOF LAYOUT
SCALE: 1/4" = 1'-0"
2 MONO TRUSS @ WALL
NOT TO SCALE
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.
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 AT
WALL INTERSECTION
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.
1
2
3
4
5
6
7
8
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
1
6
2
4
5
3
8
8
7
CEILING OF NEXT LEVEL
KEYNOTES: IBC 1011, 1014, 1015
1 - 8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 34" MIN & 38" MAX FROM STAIR
NOISING. RETURN TO WALL TOP AND BOTTOM.
HANDRAIL PROVIDED ON EACH SIDE OF STAIR.
3 - 7" MAX RISE & 4" MIN RISE.
4 - MAX 4" GAP BETWEEN TREAD SLABS
5 - 11" MIN RUN FROM NOSE TO NOSE OF TREAD
6 - FLOOR FRAMING
7 - 42" MIN GUARD RAIL
8 - MAX 4" GAP
7
8
4
6
531212 4 91110
8
6
OPTION 1 OPTION 2
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.
8
732" TYP. WITH
SOLID BLOCKING
10 3 9
12
3
4
6
5
3
TYP. DOOROPENINGTYP. WINDOWOPENING
B
B
A
SECTION A
SECTION B
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
2 TYPICAL SHEAR SHEATHING @ WALL INTERSECTION
NOT TO SCALE
4 ROOF EAVE
NOT TO SCALE
5 COMMERCIAL STAIR DETAIL
NOT TO SCALE
6 ROOF OVERBUILD
NOT TO SCALE
1 LATERAL TIES @ OPENINGS
NOT TO SCALE
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.
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SCALE: 1/4" = 1'-0"
2 SECOND FLOOR MEP
SCALE: 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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