HomeMy WebLinkAboutREDLINED PLANS 9-2-22 - 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
Description : RPRHNRFA010270 - Spa and Office Suites
Address : RPRHNRFA010270
Application Type :
Document Filename : Henry's Fork Plaza Spas and Suites PDF 9-2-22.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
A3.1 Free text Cody Jones : Building Open 6 Need detail showing rated exterior wall due to distance from
lot line.
Will need engineered stamped truss plans approved by
building designer.
# 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: 09.08.2022
Approval of plans does not constitute approval of variance from code
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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
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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
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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
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
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SCALE:1/4" = 1'-0"
BUILDING SECTION
SCALE:1/4" = 1'-0"
SECTION
Need detail showing rated exterior wall due to distance from lot line.
Will need engineered stamped truss plans approved by building designer.