HomeMy WebLinkAboutPLANS UPDATED 5.18.20 - 19-00577 - Ollie Manor - New MFRDR
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G-101
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5 /18
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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-103
A-201
A-301
A-302
S-101
S-201
S-301
S-302
S-401
R-101
COVER SHEET
MAIN FLOOR
SECOND FLOOR
LOWER LEVEL
ELEVATIONS
SECTIONS
SECTIONS
FOUNDATION
FLOOR FRAMING
WALL FRAMING
WALL FRAMING UPPER
ROOF FRAMING
STEEL DETAILS
FINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
BASEMENT
UPPER FLOOR 2
UPPER FLOOR 1
AREA
1,224.05
1,191.11
1,214.72
1,212.29
4,842.17 sq ft
BUILDING HEIGHT PEAK TO GRADE APX. 25'
TOTAL BUILDING SQ FT APX 4,842 FT^2
2 STORIES ABOVE GRADE
USE
CONSTRUCTION TYPE
FIRE SEPERATION
BUILDING SOUTH SIDE - APX 7' TO NEXT STRUCTURE
BUILDING NORTH SIDE - APX 9' TO NEXT STRUCTURE
1 HR EXT RATING REQ. - 602.0
PROJECTION RATING NOT REQ. - 705.2.2
SPRINKLER
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
GROUP R2
VB
REQUIRED
REQUIRED - 903.2.8
HEPWORTH APARTMENTS CODE REVIEW
LOCATION: REXBURG, IDAHO
SNOW LOAD: 35_PSF
WIND SPEED: 115_MPH
FROST DEPTH: 36"
SEISMIC: D1
REGULATION: IBC 2015
HEPWORTH APARTMENTS
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A-101
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5 /18
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LOCATION CHANGES
REENGINEERING IS REQUIRED.
UP
3
C
C
8
F
B
8
7
27
2
5 12
10
10
10
13
WW/D
F
RE
DW
W/D
F RE
DW
1
A -30
1
1
A -30
1
1
A-302
1
A-302
2
A-302
2
A-302
H1
6-3/4"X16-1/2"
24F-V4 GLB
6-3/4"X16-1/2"
24F-V4 GLB
6-3/4"X16-1/2"
24F-V4 GLB
TYPE A
ADA UNIT
FIRE
RISER
ROOM
FRAME FULL
HEIGHT
STAIRWELL
WALLS USING
LSL STUDS
:DENOTES APPROACH CLEARANCE FOR
ACCESSIBILITY IN TYPE A UNIT
1
HR
AP
P
R
O
V
E
D
FI
R
E
RA
T
E
D
EX
T
E
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WA
L
L
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M
B
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RE
Q
U
I
R
E
D
PE
R
60
2
.0
1
HR
AP
P
R
O
V
E
D
FI
R
E
RA
T
E
D
EX
T
E
R
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WA
L
L
AS
S
E
M
B
L
Y
RE
Q
U
I
R
E
D
PE
R
60
2
.0
UP
8
2
A -30
1
2
A -30
1
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
1
4
4
3
1
1
1
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
10'-1...
9'-2"
7'-2"
9'-4"
SIZE
W
2'
3'
4'
4'
4'
5'
5'
8'
HT
2'
5'
4'
5'
5'
5'-6"
5'-6"
4'
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
7
8
9
10
11
12
13
14
QTY
1
9
1
1
7
6
3
6
6
2
4
4
1
LOCATION
Interior
Interior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Interior
Interior
Interior
Interior
Exterior
FIRE RATING
---
---
20 minutes
DOOR
W
2'-6"
2'-6"
2'-8"
2'-8"
2'-10"
3'
3'
3'
3'
3'-6"
4'
5'
6'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
---
---
1 MAIN LEVEL PLAN
SCALE: 1/4" = 1'-0"
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LOCATION CHANGES
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E14
UP
B
G
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H
D
D
D
9
9
9
2 10
9
5
27
10
12
12
2 7
10
12
2
10 7
12
55
5
D A
W W /D
W W /D
RE
DW
F
W W /D
WW/D
F
RE
DW
F
RE
DW
F
RE
DW
1
A -30
1
1
A -30
1
1
A-302
1
A-302
2
A-302
2
A-302
1
HR
AP
P
R
O
V
E
D
FI
R
E
RA
T
E
D
EX
T
E
R
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WA
L
L
AS
S
E
M
B
L
Y
RE
Q
U
I
R
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D
PE
R
60
2
.0
1
HR
AP
P
R
O
V
E
D
FI
R
E
RA
T
E
D
EX
T
E
R
I
O
R
WA
L
L
AS
S
E
M
B
L
Y
RE
Q
U
I
R
E
D
PE
R
60
2
.0
UP
2
A -30
1
2
A -30
1
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
1
4
4
3
1
1
1
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
10'-1...
9'-2"
7'-2"
9'-4"
SIZE
W
2'
3'
4'
4'
4'
5'
5'
8'
HT
2'
5'
4'
5'
5'
5'-6"
5'-6"
4'
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
7
8
9
10
11
12
13
14
QTY
1
9
1
1
7
6
3
6
6
2
4
4
1
LOCATION
Interior
Interior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Interior
Interior
Interior
Interior
Exterior
FIRE RATING
---
---
20 minutes
DOOR
W
2'-6"
2'-6"
2'-8"
2'-8"
2'-10"
3'
3'
3'
3'
3'-6"
4'
5'
6'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
---
---
1 SECOND FLOOR
SCALE: 1/4" = 1'-0"
DR
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PLN#
5 /18
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A
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10
7
N
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E
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
UP
C
C
9
9
5
4
1
2
13
27
2
5 13
11
W W /D
F REDW
WW/D
F
R
E
DW
(2)9-3/4X11-7/8"
LVL
1
A -30
1
1
A -30
1
1
A-302
1
A-302
2
A-302
2
A-302
2
A -30
1
2
A -30
1
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
1
4
4
3
1
1
1
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
10'-1...
9'-2"
7'-2"
9'-4"
SIZE
W
2'
3'
4'
4'
4'
5'
5'
8'
HT
2'
5'
4'
5'
5'
5'-6"
5'-6"
4'
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
7
8
9
10
11
12
13
14
QTY
1
9
1
1
7
6
3
6
6
2
4
4
1
LOCATION
Interior
Interior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Interior
Interior
Interior
Interior
Exterior
FIRE RATING
---
---
20 minutes
DOOR
W
2'-6"
2'-6"
2'-8"
2'-8"
2'-10"
3'
3'
3'
3'
3'-6"
4'
5'
6'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
---
---
1 BASEMENT
SCALE: 1/4" = 1'-0"
DR
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LOCATION CHANGES
REENGINEERING IS REQUIRED.
14'-9 1/8"
18'-2 1/4"
2'-1/4"
34'-11 5/8"
8'-9 1/2"
1'-5/8"
10'-6"
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9'-1 1/8"
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1 FRONT ELEVATION
SCALE: 1/4" = 1'-0"
2 RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
3 REAR ELEVATION
SCALE: 1/4" = 1'-0"
4 LEFT ELEVATION
SCALE: 1/4" = 1'-0"
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REENGINEERING IS REQUIRED.
FULL HEIGHT LSL STUDS WHERE WALL
EXCEEDS 1 STORY HEIGHT
6'8" HEAD CLEARANCCE
6-19/32" RISE
11" RUN
MANUFACTURED TRUSSES
1 SECTION A @ STAIRS
SCALE: 1/4" = 1'-0"
2 SECTION A @ DRIVE
SCALE: 1/4" = 1'-0"
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THESE PLANS ARE
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LOCATION CHANGES
REENGINEERING IS REQUIRED.
8'
-
9
1/
2
"
1'
-
5
/
8
"
4'
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3
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7'-
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6'8" HEAD CLEARANCE
7" RISE
11" RUN
MANUFACTURED TRUSSES
MANUFACTURED TRUSSES
CONVENTIONALLY
FRAMED
OVERBUILD
8'-91/2"
1'-5/8"
10'-6"
1'-5/8"
9'-11/8"
1'
3'-6"
11'-65/8"6'8" HEAD HEIGHT
6-61/64" RISE
11" RUN
MANUFACTURED TRUSSES
1 SECTION B
SCALE: 1/4" = 1'-0"
2 SECTION B
SCALE: 1/4" = 1'-0"
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THESE PLANS ARE
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REENGINEERING IS REQUIRED.
56'
28'28'
20'8'28'
2'
46
'
56'
18'10'28'
48
'
46
'-5 7 /8 "
3 '-6 1 /8 "
2'
40
'-11
7 /8 "
2'
1 '-9 1 /8 "
1'-
6
"
5 7 /8 "
1 '-6 1 /8 "
14
'
-
2
"
1'
-
6
"
14
'
-
2
"
1'
-
6
"
4'-
4
"
1 '-3 1 /8 "
3"
4'-
4
"
1'
-
6
"
9 '-9 1 /4 "
1'
-
4
"
8 '-5 1 /4 "
1'-
4
"
11
'-1 1 /4 "
1'-
4
"
6 '-1 /2 "
1'
-
4
"
3 '-11
3 /4 "
3'-10"13'9'-10"
F2
F2
F2
F2
F6
F8
FW
2
FW2
FW
2
FW2
FW
3
6
6 6
1
A -30
1
1
A -30
1
1
A-302
1
A-302
2
A-302
2
A-302
2
A -30
1
2
A -30
1
FOOTING SCHEDULE
ID
F1
F2
F6
F8
DEPTH
8"
8"
10"
10"
WIDTH
16"
18"
36"
36"
TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
CONTINUOUS FOOTING
CONTINUOUS FOOTING
# OF BARS
(2)
(2)
(3)
(3)
BAR SIZE
#4
#4
#4
#4
PIER (IF REQUIRED)
---
---
18"X18""X6' (4) #8 BARS VERT. #4 TIES @ 8" O.C. (4) 1"X36" ANCHOR BOLTS
24"X24"X6' (4) #8 BARS VERT. #4 TIES @ 8" O.C. (4) 1"X36" ANCHOR BOLTS
FOUNDATION WALLS
WALL ID
FW2
FW3
THICK
8"
8"
HEIGHT
8'
8'
VERT BAR
#4
#5
VERT SPACING
24" O.C.
24" O.C.
HORIZ BAR
#4
#5
HORIZ SPACING
24" O.C.
12" O.C.
BAR IN TOP 12"
(2)
(2)
J-BOLT SIZE
5/8" W/7" EMBED
5/8" W/7" EMBED
J-BOLT SPACING
48" O.C.
48" O.C.
SIMPSON TIES
SYM ID
6
#
3
TYPE
STHD14RJ
3 FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
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.
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
FB2
FB1
FB
3
FJ
4
FB3
FB
3
FJ
3
FJ
3
3 '-10
1 /4 "
8'
1
A -30
1
1
A-302
2
A-302
FB3
FJ1 FB1FJ12X6 LEDGER
(2) 3-5/8" LEDGERLOK
@ 12" O.C. (TYP)
FJ1
CUT DECK SLOPE INTO 11-7/8" LVL PER WATERPROOF DECK FINISH REQUIREMENTS
MIN. 9-1/2" TO REMAIN AFTER CUT (TYP)
FB
4
FB3
FB3
FJ
5
FJ
3
FJ
3
FJ
3
FJ
3
FBS2
FBS1
FBS1
FBS1
FBS2
FB5
FB5
FB5
2
A -30
1
FLOOR BEAMS
ID
FB1
FB2
FB3
FB4
FB5
FBS1
FBS2
TYPE
1-3/4" X 9-1/2" 1.9E MICROLLAM
(2) 1-3/4" X 9-1/2" 1.9E MICROLLAM
1-3/4" X 11-7/8" 1.9E MICROLAM
(2) 1-3/4" X 11-7/8" 1.9E MICROLAM
(6-3/4"X16-1/2") 24F-V4 GLB
(W12X45) KSI WIDE FLANGE STEEL BEAM W/ 2X PLATES BOLTED EACH EDGE OF TOP 1/2" THREADED STUDS @ 2' O.C
(2) 2X8 PT
HANGER
NA
NA
NA
NA
NA
NA
NA
NOTE
FLOOR JOISTS
ID
FJ1
FJ2
FJ3
FJ4
FJ5
TYPE
2X6 SPF #1 @ 16" O.C.
2X6 SPF #1 @ 16" O.C.
11-7/8" BCI 6000 @ 16" O.C.
1-3/4" X 11-7/8" 1.9E MICROLL...
1-3/4" X 11-7/8" 1.9E MICROLL...
HANGER
LUS26
NA
ITS2.37/11.88 WHERE APPLICABLE
NA
NA
NOTE
ALONGSIDE EVERY OTHER INTERIOR FLOOR JOOIST
3 FIRST FLOOR FRAMING
SCALE: 1/4" = 1'-0"
4 SECOND FLOOR FRAMING
SCALE: 1/4" = 1'-0"
PRESSURE TREATED SILL PLATE @ FNDN.
PROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING
IS REQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC.
3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)
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10
7
N
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E
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
HEADERS
ID
H1
H3
PLY
2
2
SIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
NOTE
UP
A
A
1
1
1
1
1
1
1
11
1
1 1
1
11'-51/2"6'-11/2"8'-5"
11'-6"6'-11/2"2'-1"6'-41/2"
5'
-
3
"
5'
9 '-4 3 /4 "
7 '-1 /2 "
2 '-11
1 /2 "
4'-2"13'-11/2"5'-111/4"2'-101/4"
3'-3"7'-1/2"
10'-31/2"
5'-
1
0
"
6 '-6 1 /4 "
11
'-6 1 /2 "
4 '-11
1 /2 "
10
'
-
3
"
9 '-10
1 /4 "
19
'-9 3 /4 "
4'
-
1
"
(2)9-3/4X11-7/8"
LVL
H1
H1
H1
H1
C1C1
C4
C1
C1C1 C2
C4
C1
UP
3
C
C
8
F
B
8
1
27
1
5 12
1
9
1
1
1'-111/8"1 '-11 1 /8 "
1
A -30
1
1
A-302
2
A-302
C5C5
C5
C1C5 C5
H1
C4
C4
C4C4
C4C4
H1H1
H1
H1
H1
H1
CS2
CS4
CS4
CS4
CS2 CS3
CS5
CS5
CS5
CS3
CS1CS1
CS1CS1
6-3/4"X16-1/2"
24F-V4 GLB
6-3/4"X16-1/2"
24F-V4 GLB
6-3/4"X16-1/2"
24F-V4 GLB
SW3
SW3SW3
SW
2
SW
2
SW
2
SW 2
TYPE A
ADA UNIT
FIRE
RISER
ROOM
FRAME FULL
HEIGHT
STAIRWELL
WALLS USING
LSL STUDS
:DENOTES APPROACH CLEARANCE FOR
ACCESSIBILITY IN TYPE A UNIT
1
HR
AP
P
R
O
V
E
D
FI
R
E
RA
T
E
D
EX
T
E
R
I
O
R
WA
L
L
AS
S
E
M
B
L
Y
RE
Q
U
I
R
E
D
PE
R
60
2
.0
1
HR
AP
P
R
O
V
E
D
FI
R
E
RA
T
E
D
EX
T
E
R
I
O
R
WA
L
L
AS
S
E
M
B
L
Y
RE
Q
U
I
R
E
D
PE
R
60
2
.0
UP
8
3'-41/4"22'-13/4"2'-6"28'
56'
49
'
1'
2'
7 '-8 1 /4 "
10
'-5 1 /2 "
10
'-3 1 /2 "
17
'-6 3 /4 "
7 '-8 1 /4 "
6'
4 '-5 1 /2 "
5 '-4 1 /4 "
4 '-11
1 /4 "
56'
4'1'-73/4"6'-85/8"1'-73/4"4'2'6'2'28'
4'3'3'3'-41/4"3'-41/4"
49
'
1'
2'
2'
44
'
10
'-8 1 /4 "
5 '-5 1 /2 "
3'-
6
"
4 '-5 1 /2 "
19
'-10
3 /4 "
12'-71/4"5'-51/4"2'-8"6'-31/2"
11'-11"6'-11/2"8'-111/2"
3 '-3 1 /2 "
6 '-7 1 /2 "
5'
4'-
1
1
"
10'-11"6'-11/2"6'-101/2"3'-1"3'-
6
"
4 '-5 1 /2 "
7'
3 '-3 1 /2 "
7 '-9 1 /2 "
2'-
6
"
10'-11"6'-6"5'-1"4'-6"
5'
-
1
"
6"
4'
-
1
"
6"
6'-31/2"16'-2"
4'-1"
2
A -30
1
C5
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
1
4
4
3
1
1
1
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
10'-1...
9'-2"
7'-2"
9'-4"
SIZE
W
2'
3'
4'
4'
4'
5'
5'
8'
HT
2'
5'
4'
5'
5'
5'-6"
5'-6"
4'
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
7
8
9
10
11
12
13
14
QTY
1
9
1
1
7
6
3
6
6
2
4
4
1
LOCATION
Interior
Interior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Interior
Interior
Interior
Interior
Exterior
FIRE RATING
---
---
20 minutes
DOOR
W
2'-6"
2'-6"
2'-8"
2'-8"
2'-10"
3'
3'
3'
3'
3'-6"
4'
5'
6'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
---
---
COLUMN SCHEDULE
ID
C1
C2
C4
C5
CS1
CS2
CS3
CS4
MATERIAL
(3) 2X4
(4) 2X4
(3) 2X6
(4) 2X6
HSS3X3X1/4"
HSS10X4X1/4"
HSS10X8X1/4"
HSS8X4X1/4"
SIZE
2X4
2X4
2X6
2X6
MANUFACTURED
MANUFACTURED
MANUFACTURED
MANUFACTURED
GRADE
---
---
---
---
---
---
---
---
PLY
3
4
3
4
1
1
1
1
POST BASE
-
-
-
-
-
-
-
-
POST CAP
-
-
-
-
-
-
-
-
NOTE
SHEAR WALL SCHEDULE
ID
SW2
SW3
LOCATION
EXTERIOR
EXTERIOR
TYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
5/8" OSB W/8d NAILS @ 6" O.C. PANEL EDGES & 12" O.C. FIELD
NOTES
3 LOWER LEVEL WALL FRAMING
SCALE: 1/4" = 1'-0"
4 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.
13. QUESTIONS THAT MAY ARISE REGARDING SPECIFIC CONSTRUCTION, CONNECTIONS OR
OTHERWISE, SHOULD BE ASKED TO THE ENGINEER FOR CLARIFICATION AND APPROVAL
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10
6
6
No
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N
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10
7
N
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E
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
UP
3
C
C
8
F
B
8
1
27
1
5 12
1
9
1
1
1'-111/8"1 '-11 1 /8 "
1
A -30
1
1
A-302
2
A-302
C5C5
C5
C1C5 C5
H1
C4
C4
C4C4
C4C4
H1H1
H1
H1
H1
H1
CS2
CS4
CS4
CS4
CS2 CS3
CS5
CS5
CS5
CS3
CS1CS1
CS1CS1
6-3/4"X16-1/2"
24F-V4 GLB
6-3/4"X16-1/2"
24F-V4 GLB
6-3/4"X16-1/2"
24F-V4 GLB
SW3
SW3SW3
SW
2
SW
2
SW
2
SW 2
TYPE A
ADA UNIT
FIRE
RISER
ROOM
FRAME FULL
HEIGHT
STAIRWELL
WALLS USING
LSL STUDS
:DENOTES APPROACH CLEARANCE FOR
ACCESSIBILITY IN TYPE A UNIT
1
HR
AP
P
R
O
V
E
D
FI
R
E
RA
T
E
D
EX
T
E
R
I
O
R
WA
L
L
AS
S
E
M
B
L
Y
RE
Q
U
I
R
E
D
PE
R
60
2
.0
1
HR
AP
P
R
O
V
E
D
FI
R
E
RA
T
E
D
EX
T
E
R
I
O
R
WA
L
L
AS
S
E
M
B
L
Y
RE
Q
U
I
R
E
D
PE
R
60
2
.0
UP
8
3'-41/4"22'-13/4"2'-6"28'
56'
49
'
1'
2'
7 '-7 3 /4 "
10
'
-
6
"
10
'
-
3
"
17
'-7 1 /4 "
7 '-7 3 /4 "
6 '-1 /2 "
4 '-5 1 /2 "
5 '-4 1 /4 "
4 '-10
3 /4 "
56'
4'1'-73/4"6'-85/8"1'-73/4"4'2'6'2'28'
4'3'3'3'-41/4"3'-41/4"
49
'
1'
2'
2'
44
'
10
'-7 3 /4 "
5'-
6
"
3'-
6
"
4 '-5 1 /2 "
19
'-10
3 /4 "
12'-73/4"5'-53/4"2'-7"6'-41/2"
11'-111/2"6'-11/2"8'-11"
3'-
4
"
6'-
8
"
5'
5'
10'-111/2"6'-1"6'-101/2"3'-1"3'-
6
"
4 '-5 1 /2 "
7 '-1 /2 "
3'-
3
"
7'
-
9
"
2'
-
6
"
11'6'-5"5'-11/2"4'-6"
5'
-
1
"
6"
4'
-
1
"
6"
6'-4"16'-2"
4'-1"
2
A -30
1
C5
HEADERS
ID
H1
H3
PLY
2
2
SIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
NOTE
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
1
4
4
3
1
1
1
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
10'-1...
9'-2"
7'-2"
9'-4"
SIZE
W
2'
3'
4'
4'
4'
5'
5'
8'
HT
2'
5'
4'
5'
5'
5'-6"
5'-6"
4'
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
7
8
9
10
11
12
13
14
QTY
1
9
1
1
7
6
3
6
6
2
4
4
1
LOCATION
Interior
Interior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Interior
Interior
Interior
Interior
Exterior
FIRE RATING
---
---
20 minutes
DOOR
W
2'-6"
2'-6"
2'-8"
2'-8"
2'-10"
3'
3'
3'
3'
3'-6"
4'
5'
6'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
---
---
COLUMN SCHEDULE
ID
C1
C2
C4
C5
CS1
CS2
CS3
CS4
MATERIAL
(3) 2X4
(4) 2X4
(3) 2X6
(4) 2X6
HSS3X3X1/4"
HSS10X4X1/4"
HSS10X8X1/4"
HSS8X4X1/4"
SIZE
2X4
2X4
2X6
2X6
MANUFACTURED
MANUFACTURED
MANUFACTURED
MANUFACTURED
GRADE
---
---
---
---
---
---
---
---
PLY
3
4
3
4
1
1
1
1
POST BASE
-
-
-
-
-
-
-
-
POST CAP
-
-
-
-
-
-
-
-
NOTE
SHEAR WALL SCHEDULE
ID
SW2
SW3
LOCATION
EXTERIOR
EXTERIOR
TYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
5/8" OSB W/8d NAILS @ 6" O.C. PANEL EDGES & 12" O.C. FIELD
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.
13. QUESTIONS THAT MAY ARISE REGARDING SPECIFIC CONSTRUCTION, CONNECTIONS OR
OTHERWISE, SHOULD BE ASKED TO THE ENGINEER FOR CLARIFICATION AND APPROVAL
DR
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5/18/2020
10
6
6
No
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9
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10
7
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
1
A -30
1
1
A -30
1
1
A-302
1
A-302
2
A-302
2
A-302
2
A -30
1
2
A -30
1
(2) 1-3/4"X9-1/2" LVL
TRUSSED ROOF
10/12 PITCHHAND FRAMED 4/12
MIN. 2X6 SPF 1 @ 16" OC RAFTERS
MIN. 2X6 LEDGER ATTACHED TOP WALL W/
(2) LEDGERLOK SCREWS PER WALL STUD
TRUSSED ROOF
4/12 PITCH
TRUSSED ROOF
4/12 PITCH
TR
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PI
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10
/12
PI
T
C
H
HAND FRAMED
OVERBUILD
4/12 PITCH
1 ROOF LAYOUT
SCALE: 1/4" = 1'-0"
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.
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
CS2
FBS2
FBS1
FBS1
FBS1
FBS2
2X4 NAILERS ATTACHED TO BEAMS USING 1/2" THREADED STUDS @ 2'O.C. (TYP)
CS4
CS4
CS4
CS2
16"X16"X1" STEEL PLATE W/ 4 PENETRATIONS FOR 1" ANCHOR BOLTS W/ LEVELING NUTS (TYP)
CS5
CS5
CS5
CS3
CS3
CS1CS1
CS1CS1
FBS1
FBS1
FBS2
FBS1
FBS2
6"X12"X1/2" KNIFE PLATE (TYP)6"X12"X1/2" KNIFE PLATE (TYP)
16"X16"X1" STEEL PLATE W/ 4 PENETRATIONS FOR 1" ANCHOR BOLTS W/ LEVELING NUTS
6"X12"X1/2" KNIFE PLATE (TYP)
NOTCH TUBING TO FIT AROUND KNIFE PLATE
(TYP)
1"X36" ANCHOR BOLTS
LEVELING NUT BELOW PLATE
MIN. 30" EMBED
(TYP)
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
ALL
COLUMNS
TYP.
CS1
CS2
CS3
CS4
CS5
HSS3X3X1/4"
HSS10X4X1/...
HSS10X8X1/...
HSS8X4X1/4"
HSS8X8X1/4"
MANUFACTURED
MANUFACTURED
MANUFACTURED
MANUFACTURED
MANUFACTURED
---
---
---
---
---
1
1
1
1
1
-
-
-
-
-
-
-
-
-
-
FBS1
FBS2
(W12X45) KSI WIDE FLANGE STEEL BEAM W/ 2X PLATES BOLTED EACH EDGE OF TOP 1/2" THREADED STUDS @ 2' O.C
(2) 2X8 PT
NA
NA
1 SOUTH SIDE
NOT TO SCALE
2 NORTH SIDE
NOT TO SCALE
3 TYPICAL WELD DETAIL
NOT TO SCALE
NOTE: SUBMIT SHOP DRAWINGS FOR STEEL FABRICATION
TO ENGINEER FOR APPROVAL
DR
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Be
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6"
Mi
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1
5
4
3
2
7
6
8
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
8 - 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 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
2
3
4
56
7
89
10
11
12
CEILING OF NEXT LEVEL
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
2
3 2
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
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
3 STUD WALL TO CONCRETE WALL CONNECTION
NOT TO SCALE
2 TYPICAL SHEAR SHEATHING @ WALL INTERSECTION
NOT TO SCALE
4 ROOF EAVE
NOT TO SCALE
5 TYPICAL RESIDENTIAL STAIR FRAMING
NOT TO SCALE
6 CRAWL SPACE ACCESS
NOT TO SCALE
7 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.
UP
WW/D
F
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DW
W/D
F RE
DW
UP
UP
W W /D
F REDW
WW/D
F
R
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DW
1 MAIN FLOOR MEP
SCALE: 1/4" = 1'-0"
2 BASEMENT 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
A
W
N
BY
:
CH
K
'D
BY
:
B .W .
#1 -5
Ch
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5 /18
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PLN#
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UP
1 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
A
W
N
BY
:
CH
K
'D
BY
:
B .W .
#1 -5
Ch
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5 /18
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2
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