HomeMy WebLinkAboutPLANS 9-2-22 - 22-00642 - 859 S Yellowstone Hwy Suite 2701 - Henry's Fork Plaza Office SuitesAREA MAP
PROJECT
SITE
HENRY'S FORK PLAZA
859 SOUTH YELLOWSTONE
REXBURG, ID 83440
LOT 27
HENRY'S
FORK
PLAZA
S YELL O W ST O N E H W Y
MI
K
A
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D
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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
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S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
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REXBURG IDAHO
HENRY'S FORK SPA & OFFICE SUITES
G1.1 COVER SHEET
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
A2.1
3
A2.1
2
A2.1
4
A2.1
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42
'
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90' - 0"
30' - 0"30' - 0"30' - 0"
12
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42
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-
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"
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
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A3A
A
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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
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S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
A1.1
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HJF
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MAIN FLOOR PLAN
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A2.1
3
A2.1
2
A2.1
4
A2.1
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A3.1
RIDGEVALLEYRI
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6" / 12"
6" / 12"
6" / 12"6" / 12"
2'
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A3.1
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3' - 0"
3'
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3'
-
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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
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S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
A1.2
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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 NOTES
1.EAST AND WEST ELEVATIONS WINDOWS
OPENINGS MAKE UP LESS THAN 10% FOR FIRE AREA OF
WALL.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
A2.1
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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
UNDERLAYMENT
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 INSULATION
MANUFACTURED
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
UNDERLAYMENT
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.
7.BEARING WALLS IN CRAWLSPACE TO BE 2X6 WOOD STUD
16" O.C. LAYOUT TO BE ALIGNED WITH FLOOR JOISTS.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
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S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
A3.1
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G
ID
A
H
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0
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 SCHEDULE
MARK
F1
F2
F3
1'-6"
2'-0"
2'-6"
WIDTH
SIZE
CONT.
CONT.
2'-6"
LENGTH
10"
10"
10"
THICK
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(2) #4 L.W.
(2) #4 L.W.
BOTTOM REINF.
WALL SCHEDULE
MARK
W1
W2
W3
0'-8"
0'-6"
2'-0"
WIDTH
SIZE
CONT.
CONT.
2'-0"
LENGTH
10"
THICK
#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
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9/2/2022 9:47:28 AM
S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
S1.1
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SCALE:1/4" = 1'-0"
FOOTING & FOUNDATION