HomeMy WebLinkAboutPLANS 9-13-22 - 22-00642 - 859 S Yellowstone Hwy Suite 2701 - Henry's Fork Plaza Office SuitesAREA MAP
PROJEC
T
SITE
HENRY'S FORK PLAZA
859 SOUTH
YELLOWSTONE
REXBURG, ID 83440
LOT 27
HENRY'S
FORK
PLAZA
S YELLOWSTONE HWY
MI
K
A
N
DR
LOT 27
DRAWING INDEX
IBC 2018 ANALYSIS
TYPE OF CONST.
OCCUPANCY GROUP
ALLOWABLE BLDG. SQFT
ALLOWABLE BLDG. HT.
ALLOWABLE BLDG. STORIES
SNOW LOADS
ROOF
GROUND
WIND
SEISMIC
RISK CATEGORY
ACTUAL SQ FT MAIN LEVEL =
ACTUAL BLDG. HT.
ACTUAL BLDG. STORIES
OCCUPANCY LOAD
V-B
'B'
NON SPRINKLED 18,000 SQFT
50'
3
35 PSF
50PSF
115 MPH
D
II
3,660 SQFT NON SPRINKLED
3,660 SQFT <18,000 =
ACCEPTABLE
20' -1"
1
24
*PROVIDE DRINKIMG FOUNTAIN
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
OF
9/13/2022 9:10:38 AM
S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvtG1.1
CO
V
E
R
S
H
E
E
T
923
HE
N
R
Y
'
S
F
O
R
K
O
F
F
I
C
E
S
U
I
T
E
S
SEP. 2022
HJF
RM
2
RE
X
B
U
R
G
ID
A
H
O
REXBURG IDAHO
HENRY'S FORK OFFICE SUITES
G1.1 COVER SHEET
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
SD1.1 SITE PLAN - LAYOUT
A1.1 MAIN FLOOR PLAN
A1.2 ROOF PLAN
A2.1 EXTERIOR ELEVATIONS
A3.1 BUILDING SECTIONS
S1.1 FOOTING AND FOUNDATION PLAN
GENERAL
ARCHITECTURAL
STRUCTURAL
SITE
CL
LC
CL
LC
LC LC CL
LC
#304
ROOM
WASTE
TOWELS TOWELS
WASTE
VEND.
WASTE
48
"
A
F
F
M
A
X
48
"
A
F
F
M
A
X
48
"
A
F
F
M
A
X
TO
OP
E
R
A
B
L
E
CO
N
T
R
O
L
S
TY
P
TO
D
I
S
I
P
N
S
I
N
G
OU
T
L
E
T
T
Y
P
TO
D
I
S
I
P
N
S
I
N
G
OU
T
L
E
T
T
Y
P
48
"
A
F
F
M
A
X
TO
D
I
S
I
P
N
S
I
N
G
OU
T
L
E
T
T
Y
P
48
"
A
F
F
M
A
X
TO
OP
E
N
I
N
G
19
"
A
F
F
M
I
N
27
"
A
F
F
M
A
X
19
A
F
F
M
I
N
27
"
A
F
F
M
A
X
TOWEL DISPENSER
& WASTE
RECEPTACLE
TOWEL
DISPENSER HAND
DRYER
SANITARY
PRODUCTS
VENDOR
WASTE
RECEPTACLE
TISSUE
DISPENSER
NAPKIN
DISPOSAL
NOTE:
PROVIDE A MIN CLEAR FLOOR
SPACE OF 30"x48" AT
APPROACH ALONG AN
ACCESSIBLE ROUTE.
33" MIN
36" MAX
12" MAX
3'-8" MIN
36" MAX
39" - 41"
39" - 41"
18" MAX
17" - 19"
1 1/4" TO 1 1/2" O.D.
GRAB BAR (TYP)
18" MIN
36" MIN
6" MAX
TOILET TOILET
1 1/2" MIN
CLEAR TO
WALL OR
DISPENSERS
TO DISP. OUTLET
48" MAX
TO MIRROR
38" MAX
9" MIN
MIN CLR WIDTH
2' - 6"
29" MIN
34" MAX
BO
T
T
O
M
OF
AP
R
O
N
TO
P
O
F
R
I
M
INSULATE ALL
EXPOSED
PIPES
NOTE:
FLUSH VALVE HANDLE ON
WIDE SIDE OF TOILET, 44" AFF
MAX.
NOTE:
GRAB BARS MUST NOT
ROTATE WITHIN THEIR FITTINGS.
STANDARD ACCESSIBILITY:
1. ALL DOORS IN THE PUBLIC AND COMMON USE
AREAS SHALL COMPLY WITH ANSI A117.1, INCLUDING
NECESSARY MANEUVERING CLEARANCES AND
ACCESSIBLE DOOR HARDWARE. THIS INCLUDES
THE EXTERIOR SIDE OF THE MAIN ENTRY DOORS
TO DWELLING UNITS.
2. ALL DOORS SHALL HAVE 32" MIN CLEAR WIDTH
WHEN DOOR IS OPEN 90 DEGREES.
3. ALL PLUMBING FIXTURES AND APPLIANCES IN
DWELLING UNITS SHALL HAVE MIN 30" x 48" CLEAR
FLOOR SPACE AS REQUIRED BY FHA.
4. ALL PLUMBING FIXTURES, APPLIANCES, AND
TELEPHONES IN PUBLIC AND COMMON USE AREAS
SHALL COMPLY WITH ADA, IBC, AND ANSI 117.1.
6" MAX TOE
17" MIN
27" MIN
29" MIN
BO
T
T
O
M
OF
A
P
R
O
N
34" MAX
AF
F
T
O
TO
P
O
F
RI
M
8" MINKNEE
CLEARAN
CE
CLEARAN
CE
9" MIN
6" MAX
8" MIN
27" MIN
OF SPOUT
36" MAX TOP
17"-19"
5' - 0" AFF
MOUNT SIGNS AT LATCH
SIDE OF DOOR, OR
NEAREST ADJACENT
WALL.
AT WALL
18" MIN
CLR WIDTH
30" MIN
TOP OF RIM
17" MAX
FACE OF FINISHED
WALL
NOTES:
1. FLUSH VALVE HANDLE
AT 44" AFF MAX.
2. 30" x 48" MIN CLR FLR
SPACE AT APPROACH
3. 5 LBS MAX FORCE TO
OPERATE FLUSH
VALVE.
4. 14" MIN PROJECTION
FROM WALL.
15" MIN 48" MAX
ELEC.
OUTLET
SWITCHES,
THERMOSTATS,
ETC.
LAVATORY,
MIRROR, AND
SOAP DISPENSER
LAVATOR
Y
DRINKING
FOUNTAIN
PERMANENT
ROOM SIGNAGE
URINAL ELECTRICAL
DEVICES
NOTE:
18" MIN CLR FROM WALL
TO
OF LAVATORYLC
NOTE:
PROVIDE MIN CLEAR FLOOR SPACE OF 30" x 48" WITH 19"
MAX EXTENDING UNDER LAV./D.F. TO INSULATED
PIPING/PLUMBING.
NOTE:
FAUCETS MUST BE LEVER TYPE, ELECTRONICALLY ACTIVATED,
OR APPROVED SELF-CLOSING VALVES (MIN 10 SEC. OPEN
FLOW), AND BE OPERABLE w/ ONE HAND, NOT REQUIRING
TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST. 5 LBS.
MAX FORCE REQUIRED TO ACTIVATE CONTROLS.
FINISH FLOOR
TYP.
FINISH FLOOR
TYP.
FINISH FLOOR
TYP.
0' - 9"
33" - 36"3" - 6"
1' - 6"
CONTROL
END
ELEVATION
BACK WALL
ELEVATION
PLAN
VIEW
33" - 36"
33" - 36"3" - 6"
1' - 6"
1' - 0"
24" MAX 24" MIN 12" MAX
4" MAX 24" MIN
BACK
WALL
HE
A
D
E
N
D
WA
L
L
CO
N
T
R
O
L
EN
D
WA
L
L
15" MIN
48" MAX
20" MAX
48" MAX
>20"-25"
44" MAX
10" MAX
48" MAX
15" MIN.
10" MAX
34" MAX
48" MAX
34" MAX
48" MAX
>10"-24"
48" MIN
19" MAX
27" MIN
34" MAX
17" MIN
40" MAX
34" MAX
27" MIN
9" MIN
6" MAX8" MIN
GUIDANCE FOR KNEE
SPACES IN "A"
BATHROOMS
GUIDANCE FOR KNEE
SPACES IN "B"
BATHROOMS
KNEE SPACE AT LAVATORIESOBSTRUCED HIGH SIDE
REACH
UNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH FORWARD
REACH
UNOBSTRUCTED FORWARD REACH
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OFPRELIMINARYNOT FOR CONSTRUCTION9/13/2022 9:10:39 AM
S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
G1.2
GE
N
E
R
A
L
A
C
C
E
S
S
I
B
I
L
I
T
Y
R
E
Q
U
I
R
E
M
E
N
T
S
923
HE
N
R
Y
'
S
F
O
R
K
O
F
F
I
C
E
S
U
I
T
E
S
SEP. 2022
HJF
RM
RE
X
B
U
R
G
ID
A
H
O
2
SCALE:3/8" = 1'-0"
Standard Accessibility Installation
Requirements
SCALE:1/2" = 1'-0"
Typical Clearance Requirements
A2.1
3
A2.1
2
A2.1
4
A2.1
1
A
A3.1
42
'
-
0
"
90' - 0"
30' - 0"30' - 0"30' - 0"
12
'
-
5
1
/
2
"
11
'
-
6
1
/
2
"
18
'
-
0
"
18
'
-
0
"
11
'
-
6
1
/
2
"
12
'
-
5
1
/
2
"
42
'
-
0
"
6' - 0"31' - 0"16' - 0"31' - 0"6' - 0"
6' - 2 1/2"6' - 10 1/2"3' - 10"7' - 1"13' - 0"6' - 1"3' - 10"6' - 1"13' - 0"7' - 1"3' - 10"6' - 10 1/2"6' - 2 1/2"
1
2A
AA
A
A
B A A B
A
A
A3A
A
B
A3.1
DOOR SIZE 3'-0" X
7'-0"
DOOR SIZE 3'-0" X
7'-0"
DOOR SIZE 3'-0" X
7'-0"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
9/13/2022 9:10:35 AM
S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
A1.1
MA
I
N
F
L
O
O
R
P
L
A
N
923
HE
N
R
Y
'
S
F
O
R
K
O
F
F
I
C
E
S
U
I
T
E
S
SEP. 2022
HJF
RM
RE
X
B
U
R
G
ID
A
H
O
4
SCALE:1/4" = 1'-0"
MAIN FLOOR PLAN
NORTH
A2.1
3
A2.1
2
A2.1
4
A2.1
1
A
A3.1
RIDG
EVALLEYRI
D
G
E
RI
D
G
ERIDGERIDGEVALLEYRI
D
G
EVALLEYVALLEY2' - 0"
2'
-
0
"
2'
-
0
"
2'
-
0
"
6"
/
1
2
"
6" / 12"
6"
/
1
2
"
6" / 12"
6" / 12"
6" / 12"
6" / 12"6" / 12"
2'
-
0
"
B
A3.1
6' -
0
"
3' - 0"
3'
-
0
"
3'
-
0
"
6' - 0"3' - 0"
3'
-
0
"
RIDGE
VENT
ICE AND WATER
SHIELD
ASPHALT
SHINGLES
ASPHALT
SHINGLES
ASPHALT
SHINGLES
ASPHALT
SHINGLES
ICE AND WATER
SHIELD
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
9/13/2022 9:10:36 AM
S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
A1.2
RO
O
F
P
L
A
N
923
HE
N
R
Y
'
S
F
O
R
K
O
F
F
I
C
E
S
U
I
T
E
S
SEP. 2022
HJF
RM
RE
X
B
U
R
G
ID
A
H
O
4
SCALE:1/4" = 1'-0"
ROOF PLAN
NORTH
GENERAL NOTES
1.ALUMINUM FASICA AND SOFFIT
2.WINDOWS TO BE VINYL LOW "E" WINDOWS
3.35 YR OR BETTER ASPHALT SHINGLE
4.GABLE VENTS
elev100' -0"
MAIN FLOOR PLAN
elev110' -0"
ROOF PLAN
elev95' -9 3/4"
FOOTING & FOUNDATION
A
A3.1
6"
12"
elev120' -0 29/32"
RIDGE ELEVATION
3
2 11
elev100' -0"
MAIN FLOOR PLAN
elev110' -0"
ROOF PLAN
elev95' -9 3/4"
FOOTING & FOUNDATION
A
A3.1
STONE FINISH
SIDING AS PER
OWNER
APPROVED 6"
12"
18' - 0 29/32"
elev120' -0 29/32"
RIDGE ELEVATION
4
2
3
4
11
elev100' -0"
MAIN FLOOR PLAN
elev110' -0"
ROOF PLAN
elev95' -9 3/4"
FOOTING & FOUNDATION
6"
12"
elev120' -0 29/32"
RIDGE ELEVATION
2
3
11
elev100' -0"
MAIN FLOOR PLAN
elev110' -0"
ROOF PLAN
elev95' -9 3/4"
FOOTING & FOUNDATION
6"
12"
elev120' -0 29/32"
RIDGE ELEVATION
2
3
11
GENERAL
NOTES1.EAST AND WEST ELEVATIONS WINDOWS
OPENINGS MAKE UP LESS THAN 10% FOR FIRE AREA
OF WALL.
2.EAST AND WEST ELEVATION WALLS ARE TO
RECIEVE CONSTRUCTION WALL TYPE OF UL/GA
DESIGN LISTING OF A U356 (1HR) AND A U302 WP
8410 (2HR) MODIFY WP 8410 TO A (1HR) WITH ONLY
ONE LAYER OF GYPSUM ON INTERIOR AND STONE
EXTERIOR
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
9/13/2022 9:10:36 AM
S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
A2.1
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
923
HE
N
R
Y
'
S
F
O
R
K
O
F
F
I
C
E
S
U
I
T
E
S
SEP. 2022
HJF
RM
RE
X
B
U
R
G
ID
A
H
O
4
SCALE:1/8" = 1'-0"
NORTH
SCALE: 1/8" = 1'-0"
SOUTH
SCALE: 1/8" = 1'-0"
EAST
SCALE: 1/8" = 1'-0"
WEST
elev100' -0"
MAIN FLOOR PLAN
elev110' -0"
ROOF PLAN
elev95' -9 3/4"
FOOTING & FOUNDATION
PRE-MANUFACTURED
TRUSS SYTEM
R-49 BATT
INSULATION
R-21 BATT
INSULATION
MANUFACTURED
STONE FINISH
SIDING
6"
12"
CRAWL
SPACE
BEARING PONY WALL(S)
FRAMING @ 24" O.C.
(TYPICAL)
11 7/8" FLOOR
JOISTS
TOUNGE AND GROOVE
DECKING
R-14 RIDGID
INSULATION
COMPACTED
BACKFILL
CONCRETE
FOOTING
CONCRETE
FOUNDATION
WALL SHEATHING
2 X 6
FRAMING
AIR FILTRATION
BARRIER
CLASS C ASPHALT
SHINGLES
UNDERLAYMEN
T
ROOF
SHEATHING
2 X 8 SUB-
FACIA
STEEL
FACIA
ALUMINUM SOFFIT
B
A3.1
elev120' -0 29/32"
RIDGE ELEVATION
R-38 BATT
INSULATION
WALL ATTACHMENT TO FOUNDATION AS PER
NOTES
elev100' -0"
MAIN FLOOR PLAN
elev110' -0"
ROOF PLAN
elev95' -9 3/4"
FOOTING & FOUNDATION
A
A3.1
elev120' -0 29/32"
RIDGE ELEVATION
3' - 0"CRAWL
SPACE
3' - 0"CRAWL
SPACE
6"
12"
PRE-MANUFACTURED
WOOD TRUSS SYTEM
R-49 BATT
INSULATION
R-21 BATT
INSULATIONMANUFACTURED
STONE FINISH
SIDING
BEARING PONY WALL(S)
FRAMING @ 24" O.C.
(TYPICAL)
11 7/8" FLOOR
JOISTS
TOUNGE AND GROOVE
DECKING
R-14 RIDGID
INSULATION
COMPACTED
BACKFILL
CONCRETE
FOOTING
CONCRETE
FOUNDATION
WALL SHEATHING
2 X 6
FRAMING
AIR FILTRATION
BARRIER
CLASS C ASPHALT
SHINGLES
UNDERLAYMEN
T
ROOF
SHEATHING
2 X 8 SUB-
FACIA
STEEL
FACIA
ALUMINUM SOFFIT
R-38 BATT
INSULATION
2x4 PONY WALL WITH ONE SIDE 7/16" OSB DRAFT
STOP
WALL ATTACHEMENT TO FOPUNDATION AS PER
NOTES
GENERAL NOTES
1.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI.
2.REINFORCING STEEL SHALL BE 60 GRADE.
3.ALL STRAPS AND HOLD DOWNS ARE SIMPSON STRONG
TIE U.N.O. REQUIREMENTS FOR ATTACHMENT ARE AS
PER SIMPSON.
4.FOUNDATION ANCHOR BOLTS SHALL BE 1/2" AND
EMBEDDED
MIN. OF 7" INTO CONCRETE.
5.A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON
EACH
SOLE PLATE PIECE. PROVIDE ANCHOR BOLTS WITHIN 9"
OF
EACH END.
6. REINFORCING STEEL AT ALL FOUNDATION CORNERS
SHALL
HAVE 32" OVERLAP IN EACH DIRECTION.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
9/13/2022 9:10:37 AM
S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
A3.1
BU
I
L
D
I
N
G
S
E
C
T
I
O
N
S
923
HE
N
R
Y
'
S
F
O
R
K
O
F
F
I
C
E
S
U
I
T
E
S
SEP. 2022
HJF
RM
RE
X
B
U
R
G
ID
A
H
O
4
SCALE:1/4" = 1'-0"
BUILDING SECTION
SCALE:1/4" = 1'-0"
SECTION
A2.1
3
A2.1
2
A2.1
4
A2.1
1
A
A3.1
B
A3.1
0' - 8"
2' - 0"
2'
-
0
"
0'
-
8
"
90' - 0"
91' - 4"
42
'
-
0
"
43
'
-
4
"
30' - 0"30' - 0"30' - 0"
31' - 4"28' - 8"31' - 4"
EQ
EQ
EQ
88' - 8"
1'
-
6
"
24" X 10" STRUCTURAL
FOOTING
FOUNDATION WALLS
18" X 10" STRUCTURAL
FOOTING
2' - 0"6' - 4"2' - 0"
F1
W1
W1
F2
W1
F2
W1
W1
W3W3
F3F3
W1
F2
F1
F1
F2
F2
F2 F2
W1
W1
FOOTING
SCHEDULEMAR
K
F1
F2
F3
1'-6
"
2'-
0"
2'-6
"
WIDTH
SIZE
CONT.
CONT.
2'-6
"
LENGTH
10
"
10
"
10
"
THIC
K
(2) #4 CONT.
(2) #4 L.W.
(2) #4 L.W.
BOTTOM REINF.
WALL SCHEDULE
MAR
K
W1
W2
W3
0'-
8"
0'-
6"
2'-
0"
WIDTH
SIZE
CONT.
CONT.
2'-
0"
LENGTH
10
"
THIC
K
#4 BAR 24"
O.C.
#4 BAR 24"
O.C.
(8) #4 BAR IN
CORNERS &
CENTER
WALL REINFORCEMENT
E.W. = EACHWAY L.W. = LENGTHWISE CONT. = CONTINUOUS
#4 BAR 16" O.C.
#4 BAR 16" O.C.
#4 RINGS & 16"
O.C.
VERTICAL HORIZONTAL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
9/13/2022 9:12:05 AM
S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
S1.1
FO
O
T
I
N
G
A
N
D
F
O
U
N
D
A
T
I
O
N
P
L
A
N
923
HE
N
R
Y
'
S
F
O
R
K
O
F
F
I
C
E
S
U
I
T
E
S
SEP. 2022
HJF
RM
RE
X
B
U
R
G
ID
A
H
O
1
SCALE:1/4" = 1'-0"
FOOTING & FOUNDATION