HomeMy WebLinkAboutREDLINED PLANS - 22-00642 - 859 S Yellowstone Hwy Suite 2701 - Henry's Fork Plaza Office SuitesAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Don Allen Don.Allen@rexburg.org 208-372-2174
Description : RPRHNRFA010270 - Spa and Office Suites
Address : RPRHNRFA010270
Application Type :
Document Filename : Henry's Fork Plaza Spas and Suites.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
G1.1 Free text Cody Jones : Building Open 1 Need Envelope COMM check or a prescriptive insulation
formed signed.
Stairways or ramps if needed will need to meet requirements
of 1011, 1019 and 1012.
Grading to slope 6" in first 10' from building.
G1.1 Free text Cody Jones : Building Open 1 Snow loads Roof -35
Ground - 50
Wind-115
Seismic- D
Risk category II
G1.1 Free text Cody Jones : Building Open 1 Plan review for shell of building only.
SD1.1 Free text Cody Jones : Building Open 2 As per table 602, due to separation distance to lot line a one
hour wall is required for exterior walls on both sides. As per
table 705.8 only 10% of wall can have openings.
SD1.1 Free text Cody Jones : Building Open 2 Landings at door and cross slope of sidewalks not to exceed
2%.
# 22-00642
New Commercial Building
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 08.31.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A1.1 Free text Cody Jones : Building Open 3 Doors to meet egress width and requirements.
A3.1 Free text Cody Jones : Building Open 6 Will need stamped engineered truss plans that are also
approved by building design professional.
A3.1 Free text Cody Jones : Building Open 6 All concealed spaces will need fire blocked/draft stopped per
section 718. Draft stopping shall subdivide attics into areas no
greater then 3000 square feet. (718.4).
A3.1 Free text Cody Jones : Building Open 6 Need documentation showing anchorage to concrete as per
section 1901.3
S1.1 Free text Cody Jones : Building Open 7 As per city ordinance top horizontal bar in foundation needs
to be in the top 6" of wall.
Report Date: 08.31.2022
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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AREA 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
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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
ACTUAL SQ FT MAIN LEVEL =
ACTUAL BLDG. HT.
ACTUAL BLDG. STORIES
OCCUPANCY LOAD
V-A
'B'
NON SPRINKLED 18,000 SQFT
50'
3
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
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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
Need Envelope COMM check or a prescriptive insulation
formed signed.
Stairways or ramps if needed will need to meet requirements of
1011, 1019 and 1012.
Grading to slope 6" in first 10' from building.
Snow loads Roof -35
Ground - 50
Wind-115
Seismic- D
Risk category II
Plan review for shell of building only.
As per table 602, due to separation distance to lot line a one hour wall is
required for exterior walls on both sides. As per table 705.8 only 10% of
wall can have openings.
Landings at door and cross slope of sidewalks not to exceed 2%.
A2.1
3
A2.1
2
A2.1
4
A2.1
1
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A3.1
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90' - 0"
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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
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AA
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A3.1
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MAIN FLOOR PLAN
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Doors to meet egress width and requirements.
A2.1
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A2.1
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A2.1
4
A2.1
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A3.1
RIDGEVALLEYRI
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6" / 12"6" / 12"
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A3.1
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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
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S:\Drawings\923 - Stevens Const Co Spas &
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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
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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
STATE OF IDAHO
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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"
3' - 0"
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
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
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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8/24/2022 11:57:19 AM
S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
A3.1
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SCALE:1/4" = 1'-0"
BUILDING SECTION
SCALE:1/4" = 1'-0"
SECTION
Will need stamped engineered truss plans that are also approved by building
design professional.
All concealed spaces will need fire blocked/draft stopped per section 718. Draft stopping shall subdivide attics
into areas no greater then 3000 square feet. (718.4).
Need documentation showing anchorage to
concrete as per section 1901.3
A2.1
3
A2.1
2
A2.1
4
A2.1
1
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A3.1
B
A3.1
0' - 8"
2' - 0"
2'
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8
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90' - 0"
91' - 4"
42
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11' - 0"8' - 0"11' - 0"30' - 0"11' - 0"8' - 0"11' - 0"
31' - 4"28' - 8"31' - 4"
EQ
EQ
EQ
EQ EQ
1'
-
6
"
2x4 PONY WALL WITH ONE SIDE 7/16" OSB
24" X 10" STRUCTURAL FOOTING
FOUNDATION WALLS
1'
-
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0'
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18" X 10" STRUCTURAL FOOTING
18" X 10" STRUCTURAL FOOTING
4'
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2' - 0"6' - 4"2' - 0"
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W2 W2 F1
W2F1
W2
W2
F1F1
W2
F1
W3W3
F3F3
W1
F2
F1
F1
F2
F2
F1
F1
F2 F2
W1
W1
FOOTING SCHEDULE
MARK
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F2
F3
1'-6"
2'-0"
2'-6"
WIDTH
SIZE
CONT.
CONT.
2'-6"
LENGTH
10"
10"
10"
THICK
(2) #4 CONT.
(2) #4 L.W.
(2) #4 L.W.
BOTTOM REINF.
WALL SCHEDULE
MARK
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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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8/24/2022 11:57:20 AM
S:\Drawings\923 - Stevens Const Co Spas &
Suites\BIM\Spas and Suites(Recovery).rvt
S1.1
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Issue Date
HJF
RM
RE
X
B
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ID
A
H
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0
SCALE:1/4" = 1'-0"
FOOTING & FOUNDATION
As per city ordinance top
horizontal bar in foundation
needs to be in the top 6" of wall.