HomeMy WebLinkAboutAPPROVED ARCHITECTURAL PLANS - 22-00007 - 253 W 2nd S - Sundance Bldg CAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : 253 W 2nd S - Sundance Bldg C
Address : 271 W 2nd S
Record Type : New Multi-Family Residence
Document Filename : 01 Arch - Sundance Apartments - Building C.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00007
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
G1.1 Free text Cody Jones : Building Open 1 All concealed spaces need to be fire blocked and drat stopped
per IBC.
Need Envelope COMM check or prescriptive insulation formed
signed.
Panic hardware to be installed on Egress doors.
Exit lighting and Exit signs need to comply with IBC section
1008 and 1013.
G1.1 Stamp Cody Jones : Building Open 1 Corrections Required
G1.3 Free text Cody Jones : Building Open 3 Building code data needs to be addressed to building C.(This
data for buildings A and B.)
A3.5 Free text Cody Jones : Building Open 15 Shaft enclosures shall have a fire resistance rating of not less
than 2 hours when connecting four stories or more.
A6.1 Free text Cody Jones : Building Open 23 All doors in rated assemblies need to be fire rated accordingly
as per section 716..
New Multi-Family Residence
Approval of plans does not constitute approval of variance from code
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AREA MAP
PROJECT
SITE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
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SUNDANCE -BUILDING C
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
OF
DRAWING INDEX
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793-Sundance Apartments - Building 3 - Update.rvtG1.1
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Sheet
Number Sheet Name
E2.2 BUILDING "C" THIRD FLOOR ELECTRICAL
E2.3 BUILDING "C" FOURTH FLOOR
ELECTRICAL
E3.0 TYPICAL UNIT FLOOR PLANS AND NOTES
E3.1 POWER RISER DIAGRAM
Sheet
Number Sheet Name
S1.3 TYPICAL DETAILS
S1.4 TYPICAL DETAILS
S2.0 BLDG C-FOUNDATION PLAN
S2.1 BLDG C-SECOND FLOOR FRAMING PLAN
S2.2 BLDG C-THIRD FLOOR FRAMING PLAN
S2.3 BLDG C-FOURTH FLOOR FRAMING PLAN
S2.4 BLDG C-rOOF fRAMING PLAN
S3.0 FOUNDATION DETAILS
S4.0 FLOoR FRAMING DETAILS
S4.1 FLOOR FRAMINg DETaiLS
S5.0 ROOF FRAMING DETAILS
S5.1 ROOF FRAMING DETAILS
p1.0 foundation plumbing plan
p1.1 1st floor plumbing plan
p1.2 2nd floor plumbing plan
p1.3 3rd floor plumbing plan
p1.4 4th floor plumbing plan
p2.1 typ. large scale plumbing plans
p3.0 plumbing details & schedules
p3.1 plumbing details
m1.1 level 1 mechanical floor plan
m1.2 level 2 mechanical floor plan
m1.3 level 3 mechanical floor plan
m1.4 level 4 mechanical floor plan
m2.1 large scale typical apt. mech.
plans
m2.2 mechanical details & schedules
E1.0 NOTES, SCHEDULES AND DETaiLS
E1.1 BUILDING ELEVATIONS LIGHTING
E2.0 BUILDING "C" FIRST FLOOR ELECTRICAL
E2.1 BUILDING "C" SECOND FLOOR
ELECTRICAL
Sheet
Number Sheet Name
G1.1 COVER SHEET
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
G1.3 OCCUPANT LOAD & EXITING PLAN
SD1.1 PHASE TWO SITE PLAN - LAYOUT
A1.1 BUILDING C - FIRST FLOOR PLAN
A1.2 BUILDING C - SECOND FLOOR PLAN
A1.3 BUILDING C - THIRD FLOOR PLAN
A1.4 BUILDING C - FOURTH FLOOR PLAN
A1.5 ROOF PLAN
A2.1 EXT. ELEVATIONS
A2.2 EXT. ELEVATIONS
A2.3 EXT. ELEVATIONS - DETAILS
A2.4 EXT. ELEVATIONS - DETAILS
A3.1 LARGE STAIR PLANS & SECTIONS
A3.3 WALL TYPES
A3.5 BUILDING SECTIONS
A3.6 BUILDING SECTIONS
A4.1 TYPICAL TYPE 'A' UNIT
A4.2 TYPICAL TYPE 'B' UNIT
A4.4 ENLARGED FLOOR PLANS
A4.5 INTERIOR ELEVATIONS
A4.6 INTERIOR ELEVATIONS
A5.1 MILLWORK DETAILS
A6.1 DOOR SCHEDULE - BUILDING C
A6.2 WINDOW SCHEDULE & DeTAILS
A6.3 DOOR DETAILS
F1.1 FINISH FLOOR PLANS - BUILDING C
S1.0 GENERAL STRUCTURAL NOTES
S1.1 GENERAL STRUCTURAL NOTES
S1.2 TYPICAL DETAILS
general
architectural
SITE DEVELOPMENT
REXBURG,IDAHO
finsh
structural
plumbing
mechanical
electrical
All concealed spaces need to be fire blocked and drat stopped per IBC.
Need Envelope COMM check or prescriptive insulation formed signed.
Panic hardware to be installed on Egress doors.
Exit lighting and Exit signs need to comply with IBC section 1008 and 1013.
12
"
12" MAX24" MIN.24" MAX
24
M
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.
4"
M
A
X
.
33
"
-
36
"
39
"
-
41
"
18
"
M
I
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.
12" MAX.42" MIN.
54" MIN.
39" -41"
18"
33
"
-
36
"
24" MIN.12 MIN.
36" MIN.
17
"
-
19
"
9"9"
33
"
-36
"
3"
-6"
1'
-6"
33
"
-36
"
3"
-6"
1'
-6"
33
"
-36
"
SE
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7
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4
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L
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BACK WALL
PLAN
SE
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7
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4
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0
7
.
4
BACK WALL
ELEVATION
CONTROL END
ELEVATION
SECTION 609.4
SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL GRAB BAR FOR WATER CLOSET
SECTION 609.4
CL
34
"
M
A
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.
27
"
M
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9"
M
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.
8" MIN.6" MAX.
19" MAX.
4'-0"
40
"
M
A
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.
17" MIN.
34
"
M
A
X
19" MAX.
48"
27
"
M
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20" MAX.
48
"
M
A
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.
48
"
M
A
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15
"
M
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.
>20"-25"
44
"
M
A
X
.
10" MAX.
34
"
M
A
X
.
48
"
M
A
X
10" MAX.
15
"
M
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.
48
"
M
A
X
>10"-24"
34
"
M
A
X
.
48
"
M
A
X
GUIDANCE FOR KNEE SPACES IN
"A" BATHROOMS
KNEE SPACE AT LAVATORIESUNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACHUNOBSTRUCTED SIDE REACH
GUIDANCE FOR KNEE SPACES IN
"B" BATHROOMS
5'
-0"
A
F
F
3'-6"
30"
36" MAX.
17
"
18"12"
2'
-10
"
48
"
A
F
F
M
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48
"
A
F
F
M
A
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.
36
"
M
A
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.
17
"
-19
"
18"
36"MIN.6" MAX.
38
"
M
A
X
.
48
"
M
A
X
.
9"
2'
-5"
M
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.
2'-6"
48
"
A
F
F
M
A
X
.
48
"
A
F
F
M
A
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.
+/
-
34
"
A
F
F
1'
-7"
2'
-9"
17"
2'
-10
"
2'
-3"
M
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.
2'
-5"
M
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.
36
"
M
A
X
.
17"-19"
2'
-3"
M
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.
6"9"
8"
1'
-7"
2'
-9"
15
"
M
I
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.
48
"
M
A
X
.
18
"
39
"
-41
"
39"-41"
FIN. FLOOR,
TYPICAL
FLUSH VALVE HANDLE ON WIDE
SIDE OF TOILET, 44" AFF MAX.
CL
NOTE:
INSULATE ALL
EXPOSED PIPES
FACE OF FINISHED WALL
FIN. FLOOR,
TYPICAL
GRAB BARS MUST NOT ROTATE
WITHIN THEIR FITTINGS
1 1/2" MIN.
CLEAR TO WALL
OR DISPENSERS 1. FLUSH VALVE HANDLE AT
44"AFF MAX.
2. 30" X 48" MIN. CLR FLR
SPACE AT APPROACH
3. 5 lb. MAX. FORCE TO
OPERATE FLUSH VALVE
4. 14" MIN. PROJECTION FROM
WALL
NOTES:
CL
1 1/4" TO 1 1/2" O.D.
GRAB BAR (TYP.)
NOTE:
FIN. FLOOR,
TYPICAL
18" MIN. CLR FROM
WALL TO OF LAV
NOTE:
TYPICAL
FIN. FLOOR,
FAUCETS MUST BE LEVER TYPE, ELECTRONICALLY ACTIVATED, OR
APPROVED SELF-CLOSING VALVES (MIN. 10 SEC. OPEN FLOW),
AND BE OPERABLE W/W/ONE HAND, NOT REQUIRING TIGHT
GRASPING, PINCHING OR TWISTING OF WRIST. 5 lb. MAX
FORCEREQUIRED TO ACTIVATE CONTROLS.
PROVIDE A MIN. CLEAR FLOOR SPACE OF 30X48, WITH 19" MAX.
EXTENDING UNDER LAV/D.F. TO INSULATED PIPING/PLUMBING.
PROVIDE A MIN. CLEAR FLOOR
SPACE OF 30" X 48" AT
APPROACH, ALONG AN
ACCESSIBLE ROUTE.
NOTE:
FIN. FLOOR,
TYPICAL
NOTE:
NOTE:
MOUNT SIGNS AT LATCH SIDE
OF DOOR, OR NEAREST
ADJACENT WALL
FIN. FLOOR,
TYPICAL
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 REQ'D BY
FHA.
4. ALL PLUMBING FIXTURES, APPLIANCES & TELEPHONES IN PUBLIC
AND COMMON USE AREAS SHALL COMPLY WITH A.D.A., IBC AND
ANSI 117.1
ROOM #304
WASTE
TOWELS TOWELS
SD
WASTE
VEND.
WASTE
MIN. CLR.
WIDTH
MIN. CLR.
AT WALL
MAX.
TO
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MIN.
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WIDTH
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48
"
M
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6" MAX. TOE
CLEARANCE
8" MIN. KNEE
CLEARANCEMA
X
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MAX.
MIN.
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MIN./
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EL
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X
.
PERMANENT
ROOM SIGNAGE
TOILET URINAL
TOWEL DISPENSER
WASTE RECEPTACLE
TOWEL
DISPENSER
TOILET LAVATORY, MIRROR AND
SOAP DISPENSER
HAND
DRYER
SANITARY
PRODUCTS
VENDOR
WASTE
RECEPTACLE
TISSUE
DISPENSER
LAVATORY DRINKING
FOUNTAIN
NAPKIN
DISPOSAL
ELECTRICAL DEVICES
CL CL
C L
CLCL
C L
C L
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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Dr
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
G1.2
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FEB 2022
Author
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FEB 2022
BY
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SCALE:N.T.S.
TYPICAL GRAB BAR INSTALLATION REQUIREMENTS B
G1.2
SCALE:N.T.S.
TYPICAL CLEARANCE REQUIREMENTS C
G1.2
SCALE:N.T.S.
STANDARD ACCESSIBILITY INSTALLATION REQUIREMENTS A
G1.2
DW DW
DWDW
BUILDING #A BUILDING #B
7.88 OCC.7.88 OCC.
LIVING UNIT = 200 NET
SF/OCC.
LIVING UNIT = 200 NET
SF/OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
68.58
22
.
8
6
45.72 above
33.7
101.1
67.4 above
68.58
22
.
8
6
45.72 above
33.7
fe
fe
fe
fe
fe
fe
101.1
67.4 above
BUILDING #A BUILDING #B
LIVING UNIT = 200 NET
SF/OCC.
LIVING UNIT = 200 NET
SF/OCC.
7.88 OCC.7.88 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
12.94 OCC.
45.72
22
.
8
6
22.86 above
33.7
67.4
33.7 above
45.72
22
.
8
6
22.86 above
33.7
67.4
33.7 above
fe
fe
fe
fe
fe
fe
12.94 OCC.
BUILDING #A BUILDING #B
LIVING UNIT = 200 NET
SF/OCC.
LIVING UNIT = 200 NET
SF/OCC.
7.88 OCC.7.88 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
22
.
8
6
33.7
22
.
8
6
33.7
fe
fe
fe
fe
fe
fe
12.94 OCC.12.94 OCC.
4.99 OCC.
4.99 OCC.
BUILDING #A BUILDING #B
6.44 OCC.
12.94 OCC.4.99 OCC.12.94 OCC.
GYM = 50 NET SF/OCC.
LIVING UNIT = 200 NET
SF/OCC.
FOFFICE = 100 NET SF/OCC.
5.5 OCC.
LIVING UNIT = 200 NET
SF/OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
91.44
22
.
8
6
68.58 above
27.37
8.94
101.1
101.1 above
91.44
22
.
8
6
68.58 above
27.37
8.94
101.1
101.1 above
fe
fe
fe
fe
fe
fe
Building Code Data
Use and Occupancy Classification (Chapter 3)
Group R-2 -Apartment Housing Sec. 310.4
Construction Type (Table 601)
Type V-A
Allowable Height and Area (Chapter 5)
Allowable Building Height Above Grade (Table 504.3)
Building #A = 60 Feet(Type VA, S13R)
Building #B = 60 Feet(Type VA, SI3R)
Allowable Number of Stories Above Grade (Table 504.4)
Building #A = 4 Stories(Type VA, S13R)
Building #B = 4 Stories(Type VA, SI3R)
Allowable Area Factor (Table 506.2)
Building #A = 12,000 sf(Type VA, S13R)
Building #B = 12,000 sf(Type VA, SI3R)
Amount of Increase (Sec. 506.3.3)
Frontage Increase = [F/P -0.25]w/30
Building #A = 0.71 x 12,000 = 8,520 + 12,000 = 20,520 sf
Building #B = 0.71 x 12,000 = 8,520 + 12,000 = 20,520 sf
Actual Area
Building #A Building #B
Main Level = 11,680 sf Main Level = 11,680 sf
2nd Level = 11,680 sf 2nd Level = 11,680 sf
3rd Level = 11,680 sf 3rd Level = 11,680 sf
4th Level = 11,680 sf 4th Level = 11,680 sf
Total = 46,720 sf Total = 46,720 sf
Fire Resistance Rating Requirements for
Building Elements
Elements Min. Fire Resistance
Primary Structural Frame 1 hr Table 601
Bearing Walls (Exterior/Interior)1 hr.Table 601
Nonbearing Walls -Interior 0 hr.Table 601
Floor/Secondary Structure 1 hr.Table 601
Roof Construction 1 hr.Table 601
Shaft Enclosures 2 hr Sec 713.4.
Fire Resistance Rating for Exterior Walls Based on Fire
Separation Distance
Type VA R-2 1 hr. Table 602
Exterior Walls Fire Resistance Ratings (Sec. 705.5)
Exterior walls shall be rated on both sides when
FSD <10 feet. If FSD >10 feet rate from inside only.
Maximum Area of Exterior Wall Openings (Table 705.8)
Based on FSD
FSD = 3 to Less Than 5 Feet 15% Unprotected Allowed
Horizontal Assemblies (Sec. 711.2.4.3)
Horizontal assemblies separating dwelling units shall
not be less than 1 hr. fire resistance-rates
Draft Stopping
Building #A = Required between every two units of 3,000
sf. 718.4.2 Exception #2
Building #B = Required between every two units of 3,000
sf. 718.4.2 Exception #2
Fire Protection System
Building #A : NFPA 13R Sec. 903.3.1.2
Building #B : NFPA 13R Sec. 903.3.1.2
Occupancy Load and Exit Requirements
Occupant Load Calculations (Table 1004.1)
Egress Width (Sec. 1005)
Stairways = 101.1 (worst case) x 0.2"/occ. = 20.22" min.
Other Components =101.1 x 0.15 / occ. = 15.17"
Actual Stairway Width = 58"
Actual Corridor Width = 72"
All Doors = 36"
Common Path of Egress Travel Distance (Table 1006.2.1)
Grove R-2 Sprinkler = 125 Feet
Minimum Number of Exits/Story (Table 1006.3.1)
Occupant Load <500 = 2 Exits/Story
Exit Access Travel Distance (Table 1017.2)
Group R -2 Fire sprinklers = 250 feet
Corridors Fire Resistance Rating (Table 1020.1)
Group R-2 Fire sprinkler = 0.5 hr.
Minimum Corridor Width(Table 1020.2)
Minimum Width = 44"Actual = 72"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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2/15/2022 10:17:00 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
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Author
Checker
FEB 2022
BY
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SCALE:3/64" = 1'-0"
Exiting Plan - Level 2
SCALE:3/64" = 1'-0"
Exiting Plan - Level 3
SCALE:3/64" = 1'-0"
Exiting Plan - Level 4
SCALE:3/64" = 1'-0"
EXITING PLAN - LEVEL 1
NORTH NORTH
NORTHNORTH
Building code data needs to be addressed to building C.(This data for
buildings A and B.)
DW DW
DW DW
UP
DW
DW
DW
DW
A
A3.5
Sim
A
A3.5
Sim
B
A3.6
Sim B
A3.6
Sim
ENTRY
C101
CLUB ROOM
C102
WT3
WT3
7
7
WT3
WT3
WT3
HALL
C109
A
A B A A B A
A
E
E
E
EEE
ELEV.
C105
EQUIP.
C104
FIRE RISER
C103
STAIR
C107
PLUMB.
CHASE
C106 2
3
2
4
2
5
2
6
A
AAAA
A
UNIT 3104
TYPE B
SEE A4.2
UNIT 3106
TYPE B
SEE A4.2
UNIT 3105
TYPE B
SEE A4.2
UNIT 3103
TYPE B
SEE A4.2
TYPICAL 'TYPE B'
UNIT DOORS
C1 = FRONT DOOR
C2 = HALL STORAGE
C5 = MECH. CLOSET
C6 = BATHROOM
C7 = BEDROOM
B5
C103A
C107A
C104A
D
WT1
WT1
WT1
WT1WT1
WT1
A
A3.6
Sim
A
A3.6
Sim
C109A
C107B
C109B
WT3
WT3
WT3
A
ABA
A
A
A
UNIT 3108
TYPE B
SEE A4.2
UNIT 3107
TYPE B
SEE A4.2
WT1
WT1
WT1
STAIR
C110
H C110B
UP
WT1
C110A
HALL
C109
WT3
7
WT3
A
A
A
3102
TYPE B
SEE A4.2
WT1
WT1
A
A
A
WT1
WT1
11' - 3 1/2"11' - 8"15' - 3"11' - 8"11' - 11 1/2"11' - 1 1/2"11' - 8"15' - 3"11' - 11 1/2"11' - 1 1/2"15' - 3"11' - 8"11' - 2 1/2"
2' - 0"23' - 11"6' - 0"11' - 8"11' - 8"15' - 3"11' - 1 1/2"11' - 11 1/2"15' - 3"11' - 8"11' - 1 1/2"11' - 11 1/2"11' - 8"15' - 3"11' - 8"11' - 3 1/2"
6'
-
0
"
8' - 2"
3' - 1 1/4"
21
'
-
5
1
/
2
"
12
'
-
5
1
/
2
"
11
'
-
8
"
11
'
-
8
"
15
'
-
3
"
11
'
-
1
1
1
/
2
"
11
'
-
1
1
/
2
"
15
'
-
3
"
11
'
-
8
"
11
'
-
8
"
161' - 1"
13
4
'
-
2
"
2'
-
0
"
24
'
-
1
0
1
/
2
"
7'
-
7
"
1'
-
0
"
25
'
-
5
1
/
2
"
2'
-
8
1
/
4
"
15
'
-
4
"
14
'
-
4
1
/
4
"
1'
-
0
"
22' - 2 1/4"21' - 5 1/2"
8'
-
8
"
34
'
-
2
1
/
2
"
total area: 13,336 s.f.
1
C1
C2
TYPICAL 'TYPE A'
UNIT DOORS
C1 = FRONT DOOR
C2 = HALL STORAGE
C3 = BATHROOM
C4 = BEDROOM
C5 = MECH. CLOSET
C6
C7
C6
C6
C7
C7
3'
-
5
"
3'
-
0
"
4' - 6"
6' - 6"
REST.
C108
C108A
C5
WT3
3101
TYPE A
SEE A4.1
C2
C1
C4
C3
C3 C4
C4
C3
C5
HALL
C109
A4.4
1
WT1
WT3
WT1
A3.1
1 Sim
WT1
WT1
WT1
WT1
B
A3.5
Sim B
A3.5
SimC101A
BB
B
NOTES:
SEE DETAILS A/G1.5 AND B/G1.5 FOR GRAB BARS
MIRRORS AND TYPICAL MOUNTING HTS.
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL
A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS
FOR SIGNS LOCATED AT DOOR.
1
2
X
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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2/15/2022 10:15:38 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A1.1
BU
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JRW
FEB 2022
BY
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SCALE:1/8" = 1'-0"
BUILDING C - FIRST FLOOR PLAN
NORTH
DW DW
DW DW
DNUP
DW
DW
UP DN DW
DW
A
A B A A B A
J
A
AAABA
A
A
B
open to
below
F
F
F
FFF
H
H
ELEV.
C204
STAIR
C201
PLUMB.
CHASE
C203 1
3
1
4
READING
NOOK
C205
A
A3.5
Sim
A
A3.5
Sim
B
A3.6
Sim B
A3.6
Sim
C207A
HALL
C206
MECH.
C207
UNIT 3206
TYPE B
SEE A4.2
UNIT 3204
TYPE B
SEE A4.2
UNIT 3203
TYPE B
SEE A4.2
UNIT 3205
TYPE B
SEE A4.2
C201A
WT1
A
A3.6
Sim
A
A3.6
Sim
A
ABA
A B A
A
UNIT 3208
TYPE B
SEE A4.2
UNIT 3207
TYPE B
SEE A4.2
H
STAIR
C208
C208A
WT1
HALL
C206
A
B
A
A
UNIT 3202
TYPE B
SEE A4.2
WT1
A
B
A
A
UNIT 3201
TYPE B
SEE A4.2
WT1
total area: 12,711 S.F.
C2
C1
11' - 3 1/2"12' - 1 1/2"14' - 4"11' - 8"23' - 6 1/2"11' - 8"15' - 3"23' - 1"15' - 3"11' - 8"11' - 2 1/2"
1' - 0"2' - 0"23' - 11"6' - 5 1/2"11' - 2 1/2"11' - 8"15' - 3"11' - 1 1/2"11' - 11 1/2"15' - 3"11' - 8"11' - 1 1/2"11' - 11 1/2"11' - 8"15' - 3"11' - 8"11' - 3 1/2"
6'
-
0
"
21
'
-
5
1
/
2
"
12
'
-
5
1
/
2
"
11
'
-
8
"
11
'
-
8
"
14
'
-
1
1
1
/
4
"
12
'
-
3
1
/
4
"
11
'
-
1
1
/
2
"
15
'
-
3
"
11
'
-
8
"
11
'
-
8
"
161' - 1"
2'
-
0
"
16
'
-
9
"
8'
-
1
1
/
2
"
1'
-
0
"
25
'
-
5
1
/
2
"
2'
-
8
1
/
4
"
15
'
-
4
"
14
'
-
4
1
/
4
"
1'
-
0
"
194' - 5 1/2"
22' - 2 1/4"21' - 5 1/2"
59
'
-
1
0
"
6' - 0"
50
'
-
5
1
/
2
"
VERIFY FLOOR OPENING
SIZE WITH LADDER
MANUFACTURER AND
CURRENT OSHA
REGULATIONS.
EQUIP.
C202
C7
C5
C6
C7
C7
C6
C6
A4.4
2
11' - 3 1/4"
13
4
'
-
2
"
TYPICAL 'TYPE B'
UNIT DOORS
C1 = FRONT DOOR
C2 = HALL STORAGE
C5 = MECH. CLOSET
C6 = BATHROOM
C7 = BEDROOM
WT3
WT3
WT3
WT1
WT1
WT1
WT1
WT1
WT2
WT1 7
7
7
7
7
A3.1
2 Sim
B
A3.5
Sim B
A3.5
Sim
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL
A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS
FOR SIGNS LOCATED AT DOOR.
CANOPY ROOF SEE DETAIL XXX
1
X
2
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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e
c
t
:
Dr
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T
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:
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2/15/2022 10:15:40 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A1.2
BU
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C
-
S
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P
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SU
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JRN
JRW
FEB 2022
BY
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D
E
N
T
H
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S
I
N
G
SCALE:1/8" = 1'-0"
BUILDING C - SECOND FLOOR PLAN
NORTH
DW DW
DW DW
UP DN
DW
DW
UP DN DW
DW
A
G
G
G
GGG
H
STOR.
C303
FIRE RISER
C302
PLUMB.
CHASE
C304
ELEV.
C305
STAIR
C301
1
3
1
4
15
A
A3.5
Sim
A
A3.5
Sim
B
A3.6
Sim B
A3.6
Sim
24
'
-
1
0
1
/
2
"
2'
-
0
"
1' - 0"
2' - 0"23' - 11"6' - 5 1/2"11' - 2 1/2"11' - 8"15' - 3"11' - 1 1/2"11' - 11 1/2"15' - 3"11' - 8"11' - 1 1/2"11' - 11 1/2"11' - 8"15' - 3"11' - 8"11' - 3 1/2"
6'
-
0
"
1'
-
0
"
11' - 3 1/4"
UNIT 3305
TYPE B
SEE A4.2
UNIT 3303
TYPE B
SEE A4.2
UNIT 3304
TYPE B
SEE A4.2
UNIT 3306
TYPE B
SEE A4.2
THEATER
C306
MECH.
C308
A
A
B
A A
B
A
A
J
A
ABAABA
A
C308A
7
7
WT3
WT3
WT3
C301A
C303A
34
'
-
2
1
/
2
"
16
'
-
3
"
C306A
WT1
A
A3.6
Sim
A
A3.6
Sim
C302A
UNIT 3307
TYPE B
SEE A4.2
UNIT 3308
TYPE B
SEE A4.2
A
A
BA
A B A
A
WT1
WT1
STAIR
C309
H C309A
WT1
UNIT 3302
TYPE B
SEE A4.2
A
B
A
A
2' - 0"
UNIT 3301
TYPE B
SEE A4.2
A
B
A
A
7
total area: 13,355 s.f.
2' - 0"
2'
-
0
"
A4.4
3
HALL
C307
HALL
C307
HALL
C307
194' - 5 1/2"
14
'
-
6
"
WT1
WT1
WT1
WT2
7
7
WT3
WT3
22' - 2 1/4"21' - 5 1/2"
21
'
-
5
1
/
2
"
12
'
-
1
1
"
11
'
-
2
1
/
2
"
11
'
-
8
"
15
'
-
3
"
11
'
-
1
1
1
/
2
"
11
'
-
1
1
/
2
"
15
'
-
3
"
11
'
-
8
"
11
'
-
8
"
13
4
'
-
2
"
1'
-
0
"
25
'
-
5
1
/
2
"
2'
-
8
1
/
4
"
15
'
-
4
"
14
'
-
4
1
/
4
"
1'
-
0
"
59
'
-
1
0
"
WT1
WT1
11' - 3 1/2"11' - 8"15' - 3"11' - 8"11' - 11 1/2"11' - 1 1/2"11' - 8"15' - 3"11' - 11 1/2"11' - 1 1/2"15' - 3"11' - 8"11' - 2 1/2"
161' - 1"
TYPICAL 'TYPE B'
UNIT DOORS
C1 = FRONT DOOR
C2 = HALL STORAGE
C5 = MECH. CLOSET
C6 = BATHROOM
C7 = BEDROOM
C7
C6
C5
C1
C2
C6
C7
C7
C6A3.1
3 Sim
B
A3.5
Sim B
A3.5
Sim
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL
A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS
FOR SIGNS LOCATED AT DOOR.
1
X
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
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3
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-
2
3
0
9
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3
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2
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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Dr
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2/15/2022 10:15:43 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A1.3
BU
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C
-
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D
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G
C
FEB 2022
JRN
JRW
FEB 2022
BY
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A
P
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V
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D
S
T
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D
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N
T
H
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I
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G
SCALE:1/8" = 1'-0"
BUILDING C - THIRD FLOOR PLAN
NORTH
DW
REF.
DW
DW DW
DN
DW
DW
DN DW
DW
H
G G G
G
G
G
A
GAME ROOM
C406
FIRE RISER
C402
STOR.
C403
ELEV.
C405
PLUMB.
CHASE
C404
STAIR
C401
1
3
1
4
15
B
A3.5
Sim B
A3.5
Sim
A
A3.5
Sim
A
A3.5
Sim
B
A3.6
Sim B
A3.6
Sim
1' - 0"2' - 0"23' - 11"6' - 0"11' - 8"11' - 8"15' - 3"11' - 1 1/2"11' - 11 1/2"15' - 3"11' - 8"11' - 1 1/2"11' - 11 1/2"11' - 8"15' - 3"11' - 8"11' - 3 1/2"
6'
-
0
"
EQEQ
H
C401A
C409A
C407A
C403A
A
A
B
A A
B
A
A K
WT3
7
7
STOR.
C407
HALL
C408
MECH.
C409
A
A
B
A A
B
A
A
UNIT 3404
TYPE B
SEE A4.2
UNIT 3406
TYPE B
SEE A4.2
UNIT 3405
TYPE B
SEE A4.2
UNIT 3403
TYPE B
SEE A4.2
34
'
-
2
1
/
2
"
16
'
-
3
"
11' - 3 1/4"
WT1
WT1
A
A3.6
Sim
A
A3.6
Sim
C402A
A
A
BA
WT1
A
A
B
A
UNIT 3408
TYPE B
SEE A4.2
UNIT 3407
TYPE B
SEE A4.2
C410AH
STAIR
C410
WT1
WT1
WT1
HALL
C408
A
A
B
A
7
UNIT 3402
TYPE B
SEE A4.2
A
A
B
A
WT3
UNIT 3401
TYPE B
SEE A4.2
total area: 13,349 s.f.
A4.4
4
2'
-
0
"
24
'
-
1
0
1
/
2
"
21' - 5 1/2"22' - 2 1/4"
21
'
-
5
1
/
2
"
12
'
-
1
1
"
11
'
-
2
1
/
2
"
11
'
-
8
"
15
'
-
3
"
11
'
-
1
1
1
/
2
"
11
'
-
1
1
/
2
"
15
'
-
3
"
11
'
-
8
"
11
'
-
8
"
WT1
7
7
WT1
194' - 5 1/2"
1'
-
0
"
25
'
-
5
1
/
2
"
2'
-
8
1
/
4
"
15
'
-
4
"
14
'
-
4
1
/
4
"
1'
-
0
"
59
'
-
1
0
"
11' - 3 1/2"11' - 8"15' - 3"11' - 8"11' - 11 1/2"11' - 1 1/2"11' - 8"15' - 3"11' - 11 1/2"11' - 1 1/2"15' - 3"11' - 8"11' - 2 1/2"
161' - 1"
13
4
'
-
2
"
TYPICAL 'TYPE B'
UNIT DOORS
C1 = FRONT DOOR
C2 = HALL STORAGE
C5 = MECH. CLOSET
C6 = BATHROOM
C7 = BEDROOM
WT3
WT3
A3.1
4 Sim
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL
A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS
FOR SIGNS LOCATED AT DOOR.
1
X
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
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A
V
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A
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B
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,
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A
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8
3
4
4
0
VO
I
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(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
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(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
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T
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:
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2/15/2022 10:15:47 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A1.4
BU
I
L
D
I
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G
C
-
F
O
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R
T
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O
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P
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793
SU
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D
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JRN
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FEB 2022
BY
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SCALE:1/8" = 1'-0"
BUILDING C - FOURTH FLOOR PLAN
NORTH
8"
/
1
2
"
8" / 12"
8"
/
1
2
"
8" / 12"
5"
/
1
2
"
8"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5" / 12"
5" / 12"
5" / 12"
8" / 12"
8" / 12"
5" / 12"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5" / 12"
8" / 12"
8" / 12"
1
1
1
1
1
1
3
3
3
4
4
4
4
SEE ENLARGED
PLAN B/A1.9 (SIM)
FOR WEST ENTRY
ROOF DETAILS.
1'
-
0
"
2' - 6"
1'
-
0
"
2'
-
6
"
1' - 0"
1' - 0"
1' - 0"
2' - 6"
1' - 0"
2' - 6"
1' - 0"
1' - 0"1' - 0"
1' - 0"
2' - 6"
1' - 0"
2' - 6"
1' - 0"
1'
-
0
"
1' - 0"
2' - 6"
1'
-
0
"
2'
-
6
"
1' - 0"
5" / 12"
2'
-
6
"
6
SEE ENLARGED PLAN A/A2.3 (SIM)
FOR MAIN ENTRY ROOF DETAILS.
4
1'
-
0
"
1' - 0"
5"
/
1
2
"
1'
-
0
"
1'
-
0
"
2'
-
6
"
8"
/
1
2
"
5" / 12"5" / 12"
5" / 12"
1'
-
0
"
1' - 0"1' - 0"
1'
-
0
"
1'
-
0
"
3
2' - 6"
1'
-
0
"
1' - 0"
1' - 0"
2' - 6"
5" / 12"5" / 12"
5"
/
1
2
"
5"
/
1
2
"
5" / 12"5" / 12"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5" / 12"5"
/
1
2
"
8" / 12"8" / 12"
5" / 12"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5" / 12"5" / 12"
5"
/
1
2
"
23 4 5
4
1'
-
0
"
1'
-
4
"
8"
/
1
2
"
8" / 12"
8" / 12"
8"
/
1
2
"
2
1' - 6"
1'
-
6
"
8"
/
1
2
"
4
LOWER ROOF
5"
/
1
2
"
5" / 12"
2
1' - 6"
1'
-
6
"
4
UPPER ROOF
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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3
4
4
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(
2
0
8
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3
5
9
-
2
3
0
9
F
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(
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)
3
5
9
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2
2
7
1
WW
W
.
J
R
W
A
.
C
O
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
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
:
®
JR
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A1.5
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SCALE:3/32" = 1'-0"
BUILDING C - ROOF PLAN
SCALE:3/16" = 1'-0"
BUILDING A -MAIN ENTRANCE ROOF PLAN -SIM.A
A1.5
NOTES - ROOF PLAN
1 ARCHITECTURAL ASPHALT SHINGLES ON 30#
BUILDING PAPER
2 METAL ROOFING
3 METAL ROOF BELOW - SEE ELEVATIONS
4 STRUCTURE BELOW
5 CANOPY ROOF SEE DETAIL XXX
6 HEIGHT OF TOWER ROOF (SHADED) DETERMINED
BY THE ALIGNMENT OF FACES AT THIS JUNCTION.
SEE SECTION (B/A3.5 - VERIFY)
SCALE:1/4" = 1'-0"
BUILDING C -WEST ENTRANCE ROOF PLAN -SIM.B
A1.5
NORTH
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
1
111
2
3
2
3
7
66
8
12
4
10
2
4
18
10
TYP TYP
12
4
4
12
12
10
14
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4
14
15
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4
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A B
B
B
B A
A
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A
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A A
A
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A A
A
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A B
B
B
B A
A
A
A A
A
A
A B
B
B
B A
A
A
A GG G
GGG
F F F
EEE
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
G G G
G G G
F F F
E E E
A
A
1 1
12
2
4
15
4
15
15
8
15
9
4
2
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6
5
7
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7
14
2
7
14
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11
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A A
A
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A B
B
B
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A
A
A A
A
A
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B
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B
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A A
A
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STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A2.1
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SCALE:1/8" = 1'-0"
EAST ELEVATION 2
A2.1
SCALE:1/8" = 1'-0"
NORTH ELEVATION 1
A2.1
NOTES - BUILDING ELEVATIONS
1 BRICK
2 EIFS - COLOR 1 (dARK)
3 EIFS - COLOR 2 (meDIUM)
4 EIFS - COLOR 3 (lIGHT)
5 EIFS - COLOR 4 (CONCRETE)
6 ARCHITECTURAL ASPHALT SHINGLES ON 30#
BUILDING PAPER
7 METAL ROOFING
8 CANOPY ROOF
9 CANOPY ROOF
10 EIFS REVEAL DETAIL
11 EIFS SWEEP DETAIL
12 PRECAST CAP 1 - SEE DETAIL 1/A3.3
13 PRECAST CAP 2
14 METAL FASCIA - color to match eifs
color 3
15 LIGHTING FIXTURE - SEE ELECTRIC
16 HEIGHT OF TOWER ROOF (SHADED)
DETERMINED BY THE ALIGNMENT WITH
ADJACENT ROOF. - SEE SECTION (B/A3.5 -
VERIFY)
17 SOFFIT
18 CONCRETe
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
A2.3
1 Sim
53' - 0 9/16"
1
1 1 1
2
3
2
3
7
6
6
7
8
12
12
4
4
7
2
4
18
10
TYP
12
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4
14
12
12
10
15
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4
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14
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AA
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A A
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F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
SE
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53' - 0 9/16"
55' - 4 13/32"
3'
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3'
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1'
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STATE OF IDAHO
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Drawn By:
STRUCTURAL ENGINEERING
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1020 Lincoln Road
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Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A2.2
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SCALE:1/8" = 1'-0"
WEST ELEVATION 2
A2.2
SCALE:1/8" = 1'-0"
SOUTH ELEVATION 1
A2.2
NOTES - BUILDING ELEVATIONS
1 BRICK
2 EIFS - COLOR 1 (dARK)
3 EIFS - COLOR 2 (meDIUM)
4 EIFS - COLOR 3 (lIGHT)
5 EIFS - COLOR 4 (CONCRETE)
6 ARCHITECTURAL ASPHALT SHINGLES ON 30#
BUILDING PAPER
7 METAL ROOFING
8 CANOPY ROOF
9 CANOPY ROOF
10 EIFS REVEAL DETAIL
11 EIFS SWEEP DETAIL
12 PRECAST CAP 1 - SEE DETAIL 1/A3.3
13 PRECAST CAP 2
14 METAL FASCIA - color to match eifs
color 3
15 LIGHTING FIXTURE - SEE ELECTRIC
16 HEIGHT OF TOWER ROOF (SHADED)
DETERMINED BY THE ALIGNMENT WITH
ADJACENT ROOF. - SEE SECTION (B/A3.5 -
VERIFY)
17 SOFFIT
18 CONCRETe
1
2
3
4
6
12
8
10
11
14
15
9
5
typ
4
2
16
12
10
6
typ
1
2
3
4
6
7
14
10
11
14
15
typ
14
7
13
5
4
14
2
E
F
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G G G
G G G
0' - 4"0' - 4"
0'
-
4
"
0'
-
4
"
1' - 10"0' - 11"4' - 8"1' - 4"4' - 8"1' - 4"4' - 8"0' - 11"1' - 10"
2
A2.3
0' - 5"
1' - 4"
0' - 5"
18
1
6
A2.4
4
A2.3
2' - 0"
2' - 3 1/2"
2' - 1 1/2"
2' - 3 1/2"
10
'
-
0
"
2
4
4
14
6
15
8
9
15
18
1
15
15
9
G
G
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6
14
17
9
2
2
1
8
1
5
1
4
A2.4
1
A2.4
2
A2.4
3
A2.4
4
3'
-
2
3
/
8
"
1'
-
7
3
/
8
"
6'
-
0
"
1'
-
6
"
2'
-
9
1
/
4
"
6'
-
2
"
1'
-
4
"
3'
-
9
1
/
4
"
5'
-
0
"
1'
-
6
"
0'
-
1
1
"
7'
-
1
0
"
1'
-
6
"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
6
14
17
2
4
5
1
4
A2.4
7
A2.4
8
A2.4
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3'
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3
2
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1'
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7'
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1'
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4'
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6'
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3
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4
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8'
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2'
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STATE OF IDAHO
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Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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2/15/2022 10:16:12 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A2.3
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SCALE:3/8" = 1'-0"
SOUTH -FOR PRINTING -Callout 1 1
A2.3 SCALE:3/8" = 1'-0"
SECTION 2
A2.3
NOTES - BUILDING ELEVATIONS
1 BRICK
2 EIFS - COLOR 1 (dARK)
3 EIFS - COLOR 2 (meDIUM)
4 EIFS - COLOR 3 (lIGHT)
5 EIFS - COLOR 4 (CONCRETE)
6 ARCHITECTURAL ASPHALT SHINGLES ON 30#
BUILDING PAPER
7 METAL ROOFING
8 CANOPY ROOF
9 CANOPY ROOF
10 EIFS REVEAL DETAIL
11 EIFS SWEEP DETAIL
12 PRECAST CAP 1 - SEE DETAIL 1/A3.3
13 PRECAST CAP 2
14 METAL FASCIA - color to match eifs
color 3
15 LIGHTING FIXTURE - SEE ELECTRIC
16 HEIGHT OF TOWER ROOF (SHADED)
DETERMINED BY THE ALIGNMENT WITH
ADJACENT ROOF. - SEE SECTION (B/A3.5 -
VERIFY)
17 SOFFIT
18 CONCRETe
SCALE:3/8" = 1'-0"
SECTION 4
A2.3
14
9
4
0' - 4"
0' - 11 1/4"
1' - 4 1/2"
0' - 3"
0' - 5"
1' - 6"
0'
-
5
1
/
2
"
0'
-
1
1
1
/
4
"
ADD SHINGLE AND OTHER
DETAILS ON ALL RELEVENT
SECTIONS. FIX LOWER LINE
OF ROOF WITH ACTUAL
STRUCTURE.
1" INSULATION
BOARD
1 1/2" INSULATION
BOARD
DRYVIT SHAPES:
C11-1218
1' - 0"
17
2
0' - 4"
0' - 11 1/4"
1' - 8 3/4"
0' - 11 1/4"
0' - 4"
1" INSULATION
BOARD
2
1" INSULATION
BOARD
2
flashing? or other 'topper'?
0' - 9"
2' - 5 1/4"
0' - 3"
0' - 5"
1' - 0"
0' - 3"
0' - 2"
DRYVIT SHAPES:
L10-0812
3" INSULATION
BOARD
how to support? metal bracket?
F.F 1ST FLOOR
100' -0"
1
50' - 10"
0' - 8"
0' - 4"
0' - 2"
2" insulation
board
is it better to have the
eifs go to stud and have
the brick start above it
to save cost?
how to 'close' this gap
and support the eifs?
0' - 10"
1' - 5"
1' - 0"
0' - 11 1/4"
0' - 5 1/2"14
4
1" INSULATION
BOARD
17
ADD SOFFIT
ADD SHINGLE AND OTHER
DETAILS ON ALL RELEVENT
SECTIONS. FIX LOWER LINE
OF ROOF WITH ACTUAL
STRUCTURE.
14
4
1' - 10"
0' - 3"
1' - 0"
1' - 6"
0'
-
5
1
/
2
"
0'
-
1
1
1
/
4
"
1" INSULATION
BOARD
1 1/2" INSULATION
BOARD
DRYVIT SHAPES:
C11-1218
1' - 0"
17
2
1" INSULATION
BOARD
2
flashing? or other 'topper'?
DRYVIT SHAPES:
L10-0812
3" INSULATION
BOARD
how to support? metal bracket?0' - 2"
0' - 3"
1' - 0"
0' - 5"
0' - 3"
3' - 5"
6" INSULATION
BOARD
1
F.F 1ST FLOOR
100' -0"
1
5
2" insulation
board
2' - 0"
0' - 4"
0' - 2"
is it better to have the
eifs go to stud and have
the brick start above it
to save cost?
how to 'close' this gap
and support the eifs?
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A2.4
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FEB 2022
Author
Checker
FEB 2022
BY
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SCALE:3/4" = 1'-0"
EIFS DETAIL 1
A2.4 SCALE:3/4" = 1'-0"
EIFS DETAIL 2
A2.4 SCALE:3/4" = 1'-0"
EIFS DETAIL 3
A2.4 SCALE:3/4" = 1'-0"
EIFS DETAIL 4
A2.4
SCALE:3/4" = 1'-0"
EIFS DETAIL 6
A2.4 SCALE:3/4" = 1'-0"
EIFS DETAIL 7
A2.4 SCALE:3/4" = 1'-0"
EIFS DETAIL 8
A2.4 SCALE:3/4" = 1'-0"
EIFS DETAIL 9
A2.4
A
A3.1
A111AH
WT2
F .O . W A L L
4 ' - 1 0 "
8 E Q . T R E A D S
7 ' - 4 "
F .O . W A L L
4 ' - 1 0 "
UP
4' - 10"0' - 8"4' - 10"
A
A3.1
A207A
UP DN
T .O . W A L L
4 ' - 1 0 "
8 E Q . T R E A D S
7 ' - 4 "
F .O . W A L L
4 ' - 1 0 "
4' - 10"0' - 8"4' - 10"
A
A3.1
A309AH
UP DN
F .O . W A L L
4 ' - 1 0 "
F .O . W A L L
7 ' - 4 "
F .O . W A L L
4 ' - 1 0 "
4' - 10"0' - 8"4' - 10"
A
A3.1
A410AH
DN
F .O . W A L L
4 ' - 1 0 "
F .O . W A L L
7 ' - 4 "
F .O . W A L L
4 ' - 1 0 "
4' - 10"0' - 8"4' - 10"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
T.O. FOOTER
97' -0"
B
A3.6
5 ' - 1 5 /8 "
5 ' - 1 5 /8 "
5 ' - 1 5 /8 "
5 ' - 1 5 /8 "
5 ' - 0 3 /4 "
5 ' - 2 1 /4 "
A3.1
B
A3.1
C
CONC. LANDING
OVER STEEL
DECK -SEE
STRUCT.
4" x 4" x 1/4"
STEEL ANGLE
WELD TO
BEAM AND
STRINGER
1 x 2" x 1/4" x REQ'D
LENGTH WELD TO PLATE
STAIR STRINGER
SEE STRUCT.
1" WIDE VISUAL
MARKING
STRIPE
TREAD: PRECAST
CONC. BOLT TO
ANGLE 5/8" BOLTS
CAST INTO TREAD
(2) EA. END
3/16" PLATE RISER
WELDED TO
STRINGER EA. END
STEEL BEAM
SEE STRUCT.
STEEL ANGLE BRACKET
1 1/2" x 1 1/2" x 3/16"
WELD AT STRINGER
1" SQUARE TUBE
STEEL WELDED
TO RAILS 1 1/2" SQUARE
TUBE STEEL
TOP RAILS
3" SQUARE TUBE
STEEL RISER
WELDED TO
STRINGER
1 1/2" 0 O.D.
TUBE STEEL
HAND RAIL
A
A
STAIR STRINGER
SEE STRUCT.STAIR STRINGER
SEE STRUCT.
1 1/2" SQUARE
TUBE STEEL
TOP RAIL
1 1/2" 0 O.D.
TUBE STEEL
HAND RAIL
1 1/2" SQUARE
TUBE STEEL
BOTTOM RAIL
\ ALL WELDS TO BE GROUND SMOOTH
\ ALL STEEL RAILING COMPONENTS TO BE
POWDER COATED
\ COMPONENTS SHALL BE ASSEMBLED
SO AS A 4" 0 CYLINDER CANNOT PASS
THROUGH GAP
3" SQUARE
TUBE STEEL
RISER WELDED
TO STRINGER
NOTCH RISER AT STRINGER
GRIND WELDS SMOOTH
ELEVATION SECTION A
TREAD:
PRECAST CONC.
BOLT TO ANGLE 5/8"
BOLTS CAST INTO
TREAD (2) EA. END TREAD:
PRECAST CONC.
BOLT TO ANGLE 5/8"
BOLTS CAST INTO
TREAD (2) EA. END
CLCL
CL
CL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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A
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4
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(
2
0
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5
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2
3
0
9
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(
2
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8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
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g
T
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:
®
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A3.1
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793
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FEB 2022
Author
Checker
FEB 2022
BY
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SCALE:1/4" = 1'-0"
STAIR -LEVEL 1 1
A3.1 SCALE:1/4" = 1'-0"
STAIR -LEVEL 2 2
A3.1 SCALE:1/4" = 1'-0"
STAIR -LEVEL 3 3
A3.1 SCALE:1/4" = 1'-0"
STAIR -LEVEL 4 4
A3.1
SCALE:1/4" = 1'-0"
STAIR -SECTION A
A3.1 SCALE:1 1/2" = 1'-0"
DETAIL B
A3.1
SCALE:3/4" = 1'-0"
DETAIL C
A3.1
5/8" TYPE 'X'
GYP. BOARD
SOUND ATTENUATION
BALL INSULATION
5/8" TYPE 'X'
GYP. BOARD
DOUBLE 2x4 STUD
WALL @ 16" O.C.
STAGGER STUD
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1 HOUR FIRE RATED
SOUND ATTENUATION
SHEATHING -SEE
STRUCTURAL
0' - 10"
5/8" TYPE 'X'
GYP. BD. EA. SIDE
SOUND ATTENUATION
BALL INSULATION
5/8" TYPE 'X' GYP.
BD. EA. SIDE
2x6 STUD WALL @
16" O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1 HOUR FIRE RATED
SOUND ATTENUATION
5/8" TYPE 'X' GYP.
BD. EA. SIDE
SOUND ATTENUATION
BALL INSULATION
5/8" TYPE 'X' GYP.
BD. EA. SIDE
2x6 STUD WALL @ 16"
O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
2 HOUR FIRE RATED
SOUND ATTENUATION
1 1/2" RESILIENT
CHANNELA @ 16"
O.C.
(2) LAYERS 5/8" TYPE
'X' GYP. BD. JAT
CEILING
SOUND
ATTENUATION BALL
INSULATION -FLOOR
EXTENDFIRE WALL TO
UNDERSIDE OF FLOOR
SHEATHING (TYPICAL)
FLOOR SHEATHING
SEE STRUCTURAL
GYP. CRETE
FLOOR JOIST -
SEE STRUCTURAL
DRAWINGS
5/8" TYPE 'X' GYP.
BD. EA. SIDE
SOUND ATTENUATION
BALL INSULATION
5/8" TYPE 'X' GYP.
BD. EA. SIDE
2x4 STUD WALL @
16" O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1 HOUR FIRE RATED
SOUND ATTENUATION
5/8" TYPE 'X' GYP.
BD. EA. SIDE
5/8" TYPE 'X' GYP.
BD. EA. SIDE
2x4 STUD WALL @
16" O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1 HOUR FIRE RATED
5/8" TYPE 'X' GYP.
BD. EA. SIDE
5/8" TYPE 'X' GYP.
BD. EA. SIDE
2x6 STUD WALL @
16" O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1 HOUR FIRE RATED
(2) LAYERS 5/8" TYPE
'X' GYP. BD. JAT
CEILING
SOUND
ATTENUATION BALL
INSULATION -FLOOR
GYP. CRETE
FLOOR JOIST -
SEE STRUCTURAL
DRAWINGS
FLOOR SHEATHING
SEE STRUCTURAL
BRICK VENEER
BRICK WALL ANCHORS
1-1/2" AIR BARRIER
EIFS OVER 1"
RIGID INSULATION
5/8" WALL SHEATHING
SEE STRUCTURAL
DRAWINGS
5/8" TYPE "X"
GYP. BD
2X6 STUD WALL
@ 16" O.C.
INSULATION R-21
CONCRETE CAP
OVER BRICK VENEER
BRICK VENEER
EIFS
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
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N
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E
-
S
u
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t
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A
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X
B
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,
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8
3
4
4
0
VO
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(
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:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
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
:
®
JR
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A3.3
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FEB 2022
Author
Checker
FEB 2022
BY
U
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D
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SCALE:1 1/2" = 1'-0"
DETAIL 7
A3.3
SCALE:1 1/2" = 1'-0"
DETAIL 3
A3.3SCALE:1 1/2" = 1'-0"
DETAIL 2
A3.3 SCALE:1 1/2" = 1'-0"
DETAIL 5
A3.3
SCALE:1 1/2" = 1'-0"
DETAIL 6
A3.3
SCALE:1 1/2" = 1'-0"
DETAIL 4
A3.3
WT3 WT4WT2 WT5
WT6 WT7
SCALE:1 1/2" = 1'-0"
DETAIL 1
A3.3
WT1
5'
-0"
4'
-0"
1'-0"
GALV. STEEL LADDER.
CHANNEL SIDE RAILS,
WELDED 3/4" RUNGS @
12" O/C, SECURE TO
WALL W/ BOLTED STEEL
BRACKETS. GRIND ALL
EDGES SMOOTH. ALL
WORK TO BE IN
ACCORDANCE W/ STATE
ELEVATOR CODES AND
REGULATIONS
CLEAR
TO TOP OF
FOUNDATION
WALL
STEEL ANGLE
BY ELEV.
CONTRACTOR
LIGHT SWITCH
COORDINATE
WITH ELEC.
ELEVATOR
DOOR
SILL
ELEVATOR PIT
95'-0"
F.F. MAIN LEVEL
100'-0" ELEV.
SECOND LEVEL
111'-3" ELEV.
6
2
3
4
51
3
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
T.O. FOOTER
97' -0"
B
A3.6
UNIT A23 UNIT A24
UNIT A17UNIT A16
UNIT A9 UNIT A10
UNIT A2 UNIT A3
HALL
HALL
HALL
HALL
6
16
149
10
13
15
14
34
5
8
11
12
12 9
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
T.O. FOOTER
97' -0"
A
A3.6
LOUNGE
STUDY
ROOM
READING
NOOK
opening
opening
opening
opening
D
A3.5
ELEVATOR SECTIONS NOTES
WT3
WT3
WT3
WT3
WT3
WT3
WT3
B104
B204
B304
B404
B101
C201
C301
C401
ELEV.
ELEV.
ELEV.
ELEV.
HALL
HALL
HALL
HALL
24" x 24" x 24"
SUMP - THICKEN
FOOTING - SEE
STRUCT.
COORDINATE W/
ELEVATOR MFR.
3
A1.13
3 GUARDRAIL/HANDRAIL - SEE DETAIL 1/A3.1
4 COMPACTED ENGINEERED FILL
5 FOOTING SEE STRUCTURAL
6 FOUNDATION WALL - SEE STRUCTURAL
7 2" RIGID FOUNDATION INSULATION
8 4" FREE DRAINING GRAVEL
9 VAPOR BARRIER BELOW GRAVEL
10 CONCRETE SLAB ON GRADE
11 SIDING - SEE EXTERIOR ELEVATIONS
12 AIR INFILTRATION BARRIER
13 WALL SHEATHING - SEE STRUCTURAL
14 CONCRETE ON STEEL DECK - SEE STRUCTURAL
15 EXTERIOR WALL INSULATION
16 SOUND ATTENUATION INSULATION - FLOORS
17 BLOW-IN ROOF INSULATION - FILL CAVITY
18 (3) LAYERS 5/8" TYPE 'X' GYP. BD. ON 1 1/2"
FURRING CHANNELS AT 16" O.C. ON (1) LAYER
5/8"
GYP. BD. ON ROOF TRUSS (2 HOUR FIRE RATED
CEILING SYSTEM)
19 (2) LAYERS 5/8" TYPE 'X' GYP. BD. ON 1 1/2"
FURRING CHANNELS AT 16" O.C. ON FLOOR
JOIST
(1 HOUR FIRE RATED FLOOR/CEILING SYSTEM)
20 SUSPENDED GYP. BD. CEILING SYSTEM
4
23
5
ELEV. CLEARANCE
146'-2 1/2""
22
16
17
17
21
20
20
20
6
F.F. FIRST FLOOR
ELEV100'-0"
F.F. SECOND FLOOR
ELEV111'-3"
F.F. THIRD FLOOR
ELEV121'-6 1/4"
F.F. FOURTH FLOOR
ELEV131'-9 1/2"
TOP OF WALL
ELEV140'-10 7/8"
(3) LAYERS 5/8" TYPE 'X' GYP. BD. ON 1 1/2"
FURRING CHANNELS AT 16" O.C. ON (1) LAYER
5/8"
GYP. BD. ON ROOF TRUSS (2 HOUR FIRE RATED
CEILING SYSTEM)
21
1.25" GYP. CRETE ON 3/4" FLOOR SHEATHING ON
11
7/8" TJI ON RESILENT CHANNELS ON (2) LAYERS
5/8"
TYPE 'X' GYP. BD.
22
PIT
ELEV 95'-0"
ASPHALT EMULSION23
9
8
TOP OF SAFETY BEAM
145'-9 1/2"
12
2
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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2/15/2022 10:16:25 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A3.5
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FEB 2022
BY
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SCALE:1/4" = 1'-0"
DETAIL C
A3.5
SCALE:1/8" = 1'-0"
BUILDING C -SECTION A -SIM.A
A3.5
Note - Buillding Section
1 COMPACTED ENGINEERED FILL
2 4" FREE DRAINING GRAVEL
3 UNDERSLAB VAPOR BARRIER
4 ASPHALT EMULSION
5 FOOTING - SEE STRUCT.
6 4" CONC. SLAB - SEE STRUCT.
8 2"RIGID FOUNDATION INSULATION
9 BRICK - SEE EXTERIOR ELEVATIONS
10 AIR INFILTRATION BARRIER
11 WALL SHEATHING - SEE STRUCTURAL
12 2x4 FUR DOWN - CORDINATE W/ MECH.
13 EXTERIOR WALL INSULATION
14 SOUND ATTENUATION INSULATION
15 BLOW-IN ROOF INSULATION - FILL CAVITY
16 1.25" GYP. CRETE ON 3/4" FLOOR
SHEATHING ON 11 7/8" TJI ON RESILENT
CHANNELS ON (2) LAYERS 5/8" TYPE 'X'
GYP. BD.
SCALE:1/8" = 1'-0"
BUILDING C -SECTION B -SIM.B
A3.5
SCALE:1/4" = 1'-0"
SECTION -ELEVATOR D
A3.5
Shaft enclosures shall have a fire resistance rating of not
less than 2 hours when connecting four stories or more.
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
T.O. FOOTER
97' -0"
B
A3.5
B
A3.6
LOUNGE
STUDY
ROOM
READING
NOOK
CLUB
ROOMENTRYGYM
UNIT A1
UNIT A8
UNIT A15
UNIT A22
A2.3
2 Sim
1 0 ' - 3 1 /4 "
1 0 ' - 3 1 /4 "
1 0 ' - 3 "
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
T.O. FOOTER
97' -0"
A
A3.6
A
A3.1
A
A3.5
HALL
HALL
HALL
HALL
STAIR
UNIT A22
UNIT A15
UNIT A8
UNIT A1
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A3.6
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FEB 2022
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SCALE:1/8" = 1'-0"
BUILDING A -SECTION B A
A3.6
SCALE:1/8" = 1'-0"
BUILDING A -SECTION C B
A3.6
Note - Buillding Section
1 COMPACTED ENGINEERED FILL
2 4" FREE DRAINING GRAVEL
3 UNDERSLAB VAPOR BARRIER
4 ASPHALT EMULSION
5 FOOTING - SEE STRUCT.
6 4" CONC. SLAB - SEE STRUCT.
8 2"RIGID FOUNDATION INSULATION
9 BRICK - SEE EXTERIOR ELEVATIONS
10 AIR INFILTRATION BARRIER
11 WALL SHEATHING - SEE STRUCTURAL
12 2x4 FUR DOWN - CORDINATE W/ MECH.
13 EXTERIOR WALL INSULATION
14 SOUND ATTENUATION INSULATION
15 BLOW-IN ROOF INSULATION - FILL CAVITY
16 1.25" GYP. CRETE ON 3/4" FLOOR
SHEATHING ON 11 7/8" TJI ON RESILENT
CHANNELS ON (2) LAYERS 5/8" TYPE 'X'
GYP. BD.
DW
2 ' - 0 "
3 ' - 5 "
2 ' - 7 1 /2 "
5 ' - 7 1 /2 "
2 ' - 0 "
2 ' - 1 0 "
4 ' - 5 "
2 ' - 5 "
1 ' - 6 1 /2 "
1 1 ' - 8 "
1 1 ' - 8 "
1 1 ' - 5 1 /4 "
3 ' - 9 3 /4 "
1 1 ' - 1 1 /2 "
5 ' - 6 1 /4 "
5 ' - 7 1 /4 "
6 ' - 1 3 /4 "
5 ' - 6 1 /4 "
6 ' - 1 3 /4 "
5 ' - 6 1 /4 "
5 ' - 9 5 /8 "
5 ' - 7 5 /8 "
2 ' - 0 "
1 ' - 1 1 /4 "
6 ' - 2 1 /4 "
2 ' - 0 "
8 ' - 9 1 /2 "
9 ' - 4 3 /4 "
5 ' - 3 "
1 0 ' - 6 3 /4 "
5 ' - 6 3 /4 "
3 ' - 6 "
2 ' - 6 "
5 ' - 8 1 /4 "
5 1 ' - 3 "
26' - 11"
1' - 0"13' - 11 1/2"4' - 5"7' - 6 1/2"
5' - 5"1' - 8"
3' - 4 3/4"5' - 1 1/4"4' - 5"1' - 6"3' - 1"8' - 2 1/2"1' - 2 1/2"
7' - 6"4' - 5"1' - 6"
0' - 5 1/2"
1' - 0"
2' - 0"4' - 6"
1' - 4 1/4"
4' - 5"2' - 3 1/2"11' - 4 1/4"
6' - 0 1/4"6' - 0 1/4"2' - 0"
4' - 4 3/4"5' - 1"2' - 6 3/4"
3 ' - 7 "
1 ' - 8 "
2 ' - 2 "
0 ' - 9 "
4 ' - 0 "
MIN. CLEAR
45"
w/d
5 1 ' - 3 "
2 ' - 0 "
2' - 0"
A4.6
X
Y
V
W
A4.6
M
J
K
LSIM
A4.6N
SIM
P
Q
R
A4.6 G
F
H
E SIM
A4.6U
A4.6
T
A4.6
T
A4.6 SSIM
SIM
SIM
SIM
MIRR.
BED 2
A6
BED 3
A8
BED 1
A3
BATH 1
A4
ADA BATH
A9
BATH 2
A7
LIVING
A2
KITCHEN
A1
HALL STOR.
A10
HALL
A5
WT6
WT6
WT6
WT6
WT6
WT6
WT6
WT6
WT6
WT6
WT6 WT6
WT6
WT3
WT6
WT3
WT6
WT6 WT6
WT6
WT6
WT6
WT6
WT6WT3
WT6
WT6
WT1
WT1
WT1
CEILING MATERIAL LEGEND
9' CEILING. 5/8" TYPE "X" GYP. BD.
TAPE, TEXTURE, AND PAINT
8' CEILING. 5/8" TYPE "X" GYP. BD.
TAPE, TEXTURE, AND PAINT
GENERAL NOTES
1. ALL WINDOWS AND EXTERIOR OPENINGS
ARE TO BE CENTERED ON INTERIOR
SERVICE OF WALL U.N.O.
2. ALL DOOR OPENINGS ARE TO BE
CENTERED ON WALL OR 3" FORM CORNER
U.N.O.
3. ALL WALL DIMENSIONS TO SURFACE OF
WALL STUD.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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2/15/2022 10:16:31 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A4.1
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SCALE:3/8" = 1'-0"
ENLARGED PLAN -TYPICAL TYPE "A" UNIT 1
A4.1SCALE:3/8" = 1'-0"
REFLECTED CEILING PLAN -TYPICAL TYPE 'A' UNIT 2
A4.1
DW
CEILING MATERIAL LEGEND
9' CEILING. 5/8" TYPE "X" GYP. BD.
TAPE, TEXTURE, AND PAINT
8' CEILING. 5/8" TYPE "X" GYP. BD.
TAPE, TEXTURE, AND PAINT
GENERAL NOTES
1. ALL WINDOWS AND EXTERIOR OPENINGS
ARE TO BE CENTERED ON INTERIOR
SERVICE OF WALL U.N.O.
2. ALL DOOR OPENINGS ARE TO BE
CENTERED ON WALL OR 3" FORM CORNER
U.N.O.
3. ALL WALL DIMENSIONS TO SURFACE OF
WALL STUD.
3' - 1 1/2"6' - 10 3/4"0' - 11"4' - 5"8' - 6 3/4"2' - 0"1' - 0"
1 1 ' - 2 1 /2 "
1 1 ' - 8 "
1 1 ' - 1 3 /4 "
4 ' - 1 1 /4 "
1 1 ' - 2 1 /2 "
4 9 ' - 4 "
0 ' - 1 1 1 /4 "
5 ' - 6 3 /4 "
9 ' - 4 3 /4 "
5 ' - 3 "
1 0 ' - 4 3 /4 "
5 ' - 6 3 /4 "
3 ' - 9 "
2 ' - 6 "
5 ' - 1 1 3 /4 "
4 9 ' - 4 "
0' - 6"
1' - 6"4' - 5"5' - 1 3/4"3' - 4 3/4"
7' - 3"18' - 8"
A4.6
P
A4.6
D
A4.6 G
A4.6J
B
A C
F
H
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K
M
L
QN
R
1' - 0"
A4.6U
A4.6
A4.6 S
T
1' - 2 1/2"
0' - 11 1/4"
5' - 4 3/4"4' - 5"
5 ' - 8 1 /4 "
5 ' - 6 1 /4 "
5 ' - 8 1 /4 "
5 ' - 6 1 /4 "
6 ' - 1 3 /4 "
5 ' - 6 1 /4 "
5 ' - 9 5 /8 "
5 ' - 4 1 /8 "
A
A
B
A
1 ' - 8 "
3 ' - 7 "
2 ' - 2 1 /4 "
4 ' - 3 3 /4 "
4 ' - 1 0 1 /2 "
2 ' - 5 "
4 ' - 5 "
4 ' - 1 0 "
4 ' - 7 "
3 ' - 1 1 "
2' - 6 3/4"5' - 1 1/4"4' - 3 1/2"
0' - 6"
1' - 6"4' - 5"7' - 6 1/2"
5' - 4 3/4"6' - 1 1/4"
2' - 0"
2 ' - 0 "
2' - 0"
2 ' - 0 "
2' - 0"
4 ' - 1 0 "
4 ' - 5 "
2 ' - 5 "
2 ' - 0 "
26' - 11"
A4.6
T MIRR.
Bath 1
B4
BED 1
B3
BED 2
B6
BED 3
B8
BATH 2
B7
BATH 3
B9
HALL STOR.
B10
KITCHEN
B1
LIVING
B2
HALL
B5
WT6
WT6
WT6
WT6
WT6
WT6
WT6
WT4
WT6
WT3
WT3
WT3
WT6
WT6
WT6
WT6WT6
WT6
WT6
WT6
WT6
WT6
WT6 WT6
WT6
WT6
WT6
WT6
WT6
WT6
WT6
WT6
WT6
C1
C2
C7
C6
C7
C6
C6
C7
C5
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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2/15/2022 10:16:32 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A4.2
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SCALE:3/8" = 1'-0"
REFLECTED CEILING PLAN -TYPICAL TYPE 'B' UNIT 2
A4.2 SCALE:3/8" = 1'-0"
ENLARGED PLAN -TYPICAL TYPE "B" UNIT 1
A4.2
REF.
CLUB ROOM
C102
FIRE RISER
C103
EQUIP.
C104
ELEV.
C105
STAIR
C107
ENTRY
C101
REST.
C108
HALL
C109
PLUMB.
CHASE
C106
E E E
E
E
E
D
C107A
C107B
C108A
2' - 8 1/2"3' - 9 1/2"
4 ' - 8 3 /4 "
6 ' - 0 "
6 ' - 0 "
4 ' - 8 3 /4 "
1 0 ' - 1 1 "
1 ' - 6 1 /2 "
4' - 8 3/4"6' - 0"6' - 0"4' - 8 3/4"10' - 5 1/4"11' - 9"
22' - 2 1/4"21' - 5 1/2"
43' - 7 3/4"
2 ' - 0 "
2 4 ' - 1 0 1 /2 "
7 ' - 7 "
1 6 ' - 9 "
2 ' - 8 "
5 ' - 5 1 /2 "
2 1 ' - 5 1 /2 "
1 2 ' - 5 1 /2 "
3 4 ' - 5 1 /2 "
5 ' - 9 1 /2 "
6 ' - 0 1 /2 "
7 ' - 7 "
3' - 1 1/4"8' - 2"
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9' - 4"
1' - 6 3/4"
2' - 6"9' - 3"
42"34"
3 9 3 /4 "
2 4 "
4 2 "
C104A
C103A
A4.5
2
1
4
3
4' - 6"
28"
WT1
WT1
WT1
WT1
WT1
WT1
WT2
WT6
WT2
WT2
WT2
WT2
WT2
WT1
WT1
WT3
WT2
WT3
WT1
WT3
WT3
A4.5
13
21' - 5 1/2"10' - 5 1/4"11' - 9"
4' - 8 3/4"6' - 0"6' - 0"4' - 8 3/4"
43' - 7 3/4"
2 ' - 0 "
2 4 ' - 1 0 1 /2 "
1 6 ' - 9 "
2 ' - 8 "
5 ' - 5 1 /2 "
2 1 ' - 5 1 /2 "
1 2 ' - 5 1 /2 "
4 ' - 8 3 /4 "
6 ' - 0 "
6 ' - 0 "
4 ' - 8 3 /4 "
6' - 6"
4' - 6"
READING
NOOK
C205
ELEV.
C204
EQUIP.
C202
STAIR
C201
PLUMB.
CHASE
C203
HALL
C206
open to
below
9' - 3"2' - 6"
1' - 6 3/4"
9' - 4"
1 1 ' - 1 0 "
7 ' - 7 "
11' - 3 1/4"
C201A
F
F
F
FFF
H
WT1
WT1
WT1
WT2 WT2
WT2
WT2
WT2
WT1
WT2
WT1 WT1
WT1
WT1
WT1
WT3
WT3
A4.5 5
THEATER
C306
ELEV.
C305
STOR.
C303
FIRE RISER
C302
STAIR
C301
HALL
C307
6
7
8
5 ' - 9 1 /2 "
1 ' - 1 0 3 /4 "
4 ' - 1 3 /4 "
7 ' - 7 "
6 ' - 3 1 /4 "
6 ' - 8 1 /4 "
11' - 9"10' - 5 1/4"21' - 5 1/2"
4' - 8 3/4"6' - 0"6' - 0"4' - 8 3/4"
43' - 7 3/4"
2 1 ' - 5 1 /2 "
1 2 ' - 1 1 "
4 ' - 8 3 /4 "
6 ' - 0 "
6 ' - 0 "
4 ' - 8 3 /4 "
6 ' - 2 3 /4 "
6 ' - 8 1 /4 "
2 ' - 0 "
2 4 ' - 1 0 1 /2 "
1 6 ' - 9 "
2 ' - 8 "
5 ' - 5 1 /2 "
9' - 3"2' - 6"
1' - 6 3/4"
9' - 4"2' - 0"
11' - 3 1/4"
C301A
C302A
C303A
C306A
A
G
G
G
GGG
H
WT6
WT1
WT1
WT1
WT1
WT2
WT6
WT2
WT2WT2
WT2 WT2
WT2
WT1
WT1
WT1
WT1
WT1
WT3
WT3
GAME ROOM
C406STOR.
C403
FIRE RISER
C402
ELEV.
C405
STAIR
C401
HALL
C408
STOR.
C407
2 1 ' - 5 1 /2 "
1 2 ' - 1 1 "
4 ' - 8 3 /4 "
6 ' - 0 "
6 ' - 0 "
4 ' - 8 3 /4 "
6 ' - 2 3 /4 "
6 ' - 8 1 /4 "
4' - 8 3/4"6' - 0"6' - 0"4' - 8 3/4"10' - 5 1/4"11' - 9"
22' - 2 1/4"21' - 5 1/2"
2 ' - 0 "
2 4 ' - 1 0 1 /2 "
1 6 ' - 9 "
2 ' - 8 "
5 ' - 5 1 /2 "
5 ' - 9 1 /2 "
6 ' - 0 1 /2 "
7 ' - 7 "
9 ' - 9 1 /2 "
3 ' - 2 "
9' - 3"2' - 6"
1' - 6 3/4"
9' - 4"
9' - 2"
11' - 3 1/4"
A4.5 9
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WT1
WT1
WT1
WT2
WT1
WT2
WT6
WT2
WT2
WT2
WT2
WT2
WT1
WT1
WT1
WT1
WT1
WT3
WT6
WT6
WT6
WT3
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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2/15/2022 10:16:35 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A4.4
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ENLARGED FLOOR PLAN -ENTRY LEVEL 1 1
A4.4 SCALE:1/4" = 1'-0"
ENLARGED FLOOR PLAN -ENTRY LEVEL 2 2
A4.4
SCALE:1/4" = 1'-0"
ENLARGED FLOOR PLAN -ENTRY LEVEL 3 3
A4.4 SCALE:1/4" = 1'-0"
ENLARGED FLOOR PLAN -ENTRY LEVEL 4 4
A4.4
E E E
FFF WINDOW -SEE
SCHEDULE
GYP. BOARD
TEXTURE AND
PAINT (TYP.)
E E E
FFF
WINDOW -SEE
SCHEDULE
GYP. BOARD
TEXTURE AND
PAINT (TYP.)
C103A
D
3 1/4" MAX
G G G G GG
C306A
C303A
A G G G G G G OPEN
C403A
1/A5.1
36"
1/A5.1
36"
2/A5.1
36"
4/A5.1
15"
C407A
1' - 6"
2 ' - 1 0 "
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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Dr
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A4.5
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INTERIOR ELEVATION -CLUB ROOM -NORTH 1
A4.5 SCALE:1/4" = 1'-0"
INTERIOR ELEVATION -CLUB ROOM -EAST 2
A4.5 SCALE:1/4" = 1'-0"
INTERIOR ELEVATION -CLUB ROOM -SOUTH 3
A4.5 SCALE:1/4" = 1'-0"
INTERIOR ELEVATION -CLUB ROOM -WEST 4
A4.5
SCALE:1/4" = 1'-0"
INTERIOR ELEVATION -THEATER -NORTH 5
A4.5 SCALE:1/4" = 1'-0"
INTERIOR ELEVATION -THEATER -EAST 6
A4.5 SCALE:1/4" = 1'-0"
INTERIOR ELEVATION -THEATER -SOUTH 7
A4.5 SCALE:1/4" = 1'-0"
INTERIOR ELEVATION -THEATER -WEST 8
A4.5
GYP. BOARD.
TEXTURE AND
PAINT (TYP.)
GYP. BOARD.
TEXTURE AND
PAINT (TYP.)
WINDOW -SEE
SCHEDULE
SCALE:1/4" = 1'-0"
INTERIOR ELEVATION -GAME ROOM -NORTH 9
A4.5 SCALE:1/4" = 1'-0"
INTERIOR ELEVATION -GAME ROOM -EAST 10
A4.5 SCALE:1/4" = 1'-0"
INTERIOR ELEVATION -GAME ROOM -SOUTH 11
A4.5
SCALE:1/4" = 1'-0"
INTERIOR ELEVATION -GAME ROOM -WEST 12
A4.5
GYP. BOARD.
TEXTURE AND
PAINT (TYP.)
GYP. BOARD.
TEXTURE AND
PAINT (TYP.)
GYP. BOARD.
TEXTURE AND
PAINT (TYP.)
WINDOW -SEE
SCHEDULE
SCALE:1/4" = 1'-0"
INT. ELEV. -UNISEX RESTROOM 13
A4.5
SEE SHEET G1.2
FOR ALL ADA
REQUIREMENTS
1" WALL
FILLER
3 8 " M I N .
3 2 " M A X .
3 ' - 4 "
28" MIN.
1' - 6"
32" MIN.
2 ' - 1 0 "
28" MIN.
1' - 6"
3' - 1"
28" MIN.
1' - 6"
7/A5.1
30"
5/A5.1
12"6/A5.1
29"
28" MIN.
1' - 6"
6" MAX.
prefab tub &
surround unit
req'd
reinforced
area in all tubs48" MIN.
3 8 " M I N .
6 " M A X .
48" MIN.48" MIN.48" MIN.
base -see
finish plan
gyp. bd.
texture and
paint (typ)
recessed
shelving
1 ' - 0 "
1 ' - 0 "
1 ' - 6 "
1 ' - 6 "
2 ' - 1 0 "
2' - 0"2' - 0"2' - 0"2' - 0"
28" MIN.
3 8 " M I N .
3 2 " M A X .
28" MIN.28" MIN.28" MIN.
req'd
reinforced
area in all
tubs
GYP. BD.
TEXTURE AND
PAINT (TYP)
TUB SURROUND
BATH TUB
3 ' - 0 "
3 ' - 4 "28" MIN.
2' - 9"
28" MIN.
3' - 9"
28" MIN.
7/A5.1
30"
4/A5.1
15"
3/A5.1
27"
28" MIN.
3 8 " M I N .
3 2 " M A X .
REQ'D
REINFORCED
AREA IN ALL
TUBS
GYP. BD.
TEXTURE AND
PAINT (TYP)
TUB
SURROUND
BATH TUB
6" MAX.
req'd
reinforced
area in all
tubs
3 ' - 2 "
6 " M A X .
48" MIN.28" MIN.28" MIN.28" MIN.28" MIN.
3 8 " M I N .
3 2 " M A X .
GYP. BD.
TEXTURE AND
PAINT (TYP)
BASE -SEE
finish plan
3 ' - 0 "
6 ' - 6 "
GYP. BD.
TEXTURE AND
PAINT (TYP)
TUB SURROUND
BATH TUB
5 ' - 0 "
1 ' - 6 "BASE -SEE
finish plan
6 ' - 6 "
28" MIN.
3 ' - 0 "
GYP. BD.
TEXTURE AND
PAINT (TYP)
TUB SURROUND
BATH TUB
28" MIN.28" MIN.28" MIN.1" WALL
FILLER
1' - 6"
3 ' - 0 "
3 ' - 4 "
BASE -SEE
finish plan
1' - 6"1' - 6"
7/A5.1
30"
1' - 6"
3/A5.1
27"
4/A5.1
15"
OPEN
soffit
BASE -SEE
finish plan
30"30"
GYP. BD.
TEXTURE AND
PAINT (TYP)
2 ' - 6 "
1 ' - 6 "
3 ' - 0 "
7 ' - 0 "
2' - 6"
1/A5.1
27"
4/A5.1
18"
1/A5.1
15"
1/A5.1
27"
7/A5.1
30"15"
8/A5.1
30"15"
7/A5.1
27"
BASE -SEE
finish plan
soffit
window-see
schedule
B
soffit
ref.ref.
2"23"
2/A5.1
36"
84"
FINISHED
END
PANEL
T Y P E B U N I T S : 3 6 "
T Y P E A U N I T S : 3 4 "
TYPE A UNITS: UNDER-SINK
CABINETRY TO BE REMOVABLE
61"
84"
finished
island
panel
T Y P E B U N I T S : 3 6 "
T Y P E A U N I T S : 3 4 "
42"
26"
FINISHED
END
PANEL
TUB SURROUND
TUB
SEE SHEET G1.2
FOR ADA
REQUIREMENTS
18" CLEAR MIN.
TUB
SURROUND
TUB
SEE SHEET G1.2
FOR ADA
REQUIREMENTS
2 ' - 1 0 "
56" CLEAR MIN.
2 ' - 1 0 "
4/A5.1
15"27"17"
CLEAR MIN.
60"
SEE SHEET G1.2
FOR ADA
REQUIREMENTS
TUB SURROUND
TUB
7/A5.1
30"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A4.6
IN
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FEB 2022
Author
Checker
FEB 2022
BY
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SCALE:1/4" = 1'-0"
ELEVATION B
A4.6SCALE:1/4" = 1'-0"
ELEVATION A
A4.6 SCALE:1/4" = 1'-0"
ELEVATION C
A4.6 SCALE:1/4" = 1'-0"
ELEVATION D
A4.6 SCALE:1/4" = 1'-0"
ELEVATION E
A4.6
SCALE:1/4" = 1'-0"
ELEVATION F
A4.6 SCALE:1/4" = 1'-0"
ELEVATION G
A4.6 SCALE:1/4" = 1'-0"
ELEVATION H
A4.6
SCALE:1/4" = 1'-0"
ELEVATION J
A4.6 SCALE:1/4" = 1'-0"
ELEVATION K
A4.6 SCALE:1/4" = 1'-0"
ELEVATION L
A4.6 SCALE:1/4" = 1'-0"
ELEVATION M
A4.6 SCALE:1/4" = 1'-0"
ELEVATION P
A4.6SCALE:1/4" = 1'-0"
ELEVATION N
A4.6
SCALE:1/4" = 1'-0"
ELEVATION Q
A4.6 SCALE:1/4" = 1'-0"
ELEVATION R
A4.6 SCALE:1/2" = 1'-0"
ELEVATION S
A4.6 SCALE:1/2" = 1'-0"
ELEVATION U
A4.6SCALE:1/2" = 1'-0"
ELEVATION T
A4.6
SCALE:1/4" = 1'-0"
ELEVATION V
A4.6
SCALE:1/4" = 1'-0"
ELEVATION W
A4.6 SCALE:1/4" = 1'-0"
ELEVATION X
A4.6 SCALE:1/4" = 1'-0"
ELEVATION Y
A4.6
SE
E
I
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T
.
E
L
E
V
.
BASE (SEE FINISH SCHEDULE)
MELAMINE SHELF
MELAMINE
HARDWOOD FACE FRAME
HARDWOOD FACE FRAME
1/2" SOLID SURFACE
PLAM COUNTER TOP
MELAMINE FACES
1/4" MELAMINE
BACK
3/4" X 4" PLAM
BACK SPLASH
SE
E
I
N
T
.
E
L
E
V
.
BASE (SEE FINISH SCHEDULE)
MELAMINE
HARDWOOD FACE FRAME
HARDWOOD FACE FRAME
1/2" SOLID SURFACE
PLAM COUNTER TOP
MELAMINE FACES
1/4" MELAMINE
BACK
3/4" X 4" PLAM
BACK SPLASH
SE
E
I
N
T
.
E
L
E
V
.
BASE (SEE FINISH SCHEDULE)
MELAMINE
HARDWOOD FACE FRAME
HARDWOOD FACE FRAME
1/2" SOLID SURFACE
PLAM COUNTER TOP
MELAMINE FACES
1/4" MELAMINE
BACK
3/4" X 4" PLAM
BACK SPLASH
SE
E
I
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T
.
E
L
E
V
.
BASE (SEE FINISH SCHEDULE)
MELAMINE DRAWER
MELAMINE
HARDWOOD FACE FRAME
HARDWOOD FACE FRAME
1/2" SOLID SURFACE
PLAM COUNTER TOP
MELAMINE FACES
1/4" MELAMINE
BACK
HARDWOOD FACE FRAME
3/4" X 4" PLAM
BACK SPLASH
SE
E
I
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T
.
E
L
E
V
.
BASE (SEE FINISH SCHEDULE)
1/4" MELAMINE
BACK
3/4" X 4" PLAM
BACK SPLASH
MELAMINE DRAWER
MELAMINE
HARDWOOD FACE FRAME
HARDWOOD FACE FRAME
1/2" SOLID SURFACE
PLAM COUNTER TOP
MELAMINE FACES
SE
E
I
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T
.
E
L
E
V
.
BASE (SEE FINISH SCHEDULE)
PLAM FACE FRAME
1/2" SOLID SURFACE
PLAM COUNTER TOP
1X4" CLEAT
GLUED AND
NAILED TO WALL
3/4" X 4" PLAM
BACK SPLASH
SE
E
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.
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.
HARDWOOD FACE FRAME
MELAMINE
HARDWOOD FACE FRAME
MELAMINE DOOR
BASE (SEE FINISH SCHEDULE)
ADJ. MELAMINE SHELF
SE
E
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.
HARDWOOD FACE FRAME
MELAMINE
HARDWOOD FACE FRAME
MELAMINE DOOR
SE
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PROVIDE METAL
BRACKET
CONTINUOUS 2x
BLOCKING
3/4" MELAMINE
SHELVES
BASE (SEE FINISH SCHEDULE)
SE
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PROVIDE CONTINUOUS
1x4 BEHIND BRACKET
CONTINUOUS 2x
BLOCKING
3/4" MELAMINE
SHELVES
CLOSET ROD
BEYOND
BASE (SEE FINISH SCHEDULE)
3/4" MELAMINE
SHELVES
1x3 WOOD SUPPORT
ON 3 SIDES -PAINTED
TO MATCH WALL TRIM
BASE (SEE FINISH SCHEDULE)
3/4" MELAMINE
SHELVES
DOOR FRAME
BASE (SEE FINISH SCHEDULE)
1x3 WOOD SUPPORT
ON 4 SIDES -PAINTED
TO MATCH WALL TRIM
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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:
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:
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A5.1
MI
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FEB 2022
JLL
Checker
FEB 2022
BY
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SCALE:3/4" = 1'-0"
BASE CABINET 1
A5.1 SCALE:3/4" = 1'-0"
KITCHEN SINK BASE 2
A5.1 SCALE:3/4" = 1'-0"
BATHROOM SINK BASE 3
A5.1 SCALE:3/4" = 1'-0"
4-DRAWER BASE 4
A5.1 SCALE:3/4" = 1'-0"
3-DRAWER BASE 5
A5.1
SCALE:3/4" = 1'-0"
ADA BATH. SINK BASE 6
A5.1 SCALE:3/4" = 1'-0"
KITCHEN WALL CAB.7
A5.1 SCALE:3/4" = 1'-0"
BATHROOM WALL CAB.8
A5.1 SCALE:3/4" = 1'-0"
BEDROOM SHELF 9
A5.1 SCALE:3/4" = 1'-0"
CLOSET ROD 10
A5.1
SCALE:3/4" = 1'-0"
OPEN NOOK SHELVING 11
A5.1 SCALE:3/4" = 1'-0"
PANTRY SHELVING 12
A5.1
wood door
solid core
(2) panel
aluminum
store front
solid
core door
solid
core door
S E E S C H E D U L E
SEE SCHEDULE
1 2 "
S E E S C H E D U L E
SEE SCHEDULE
S E E S C H E D U L E
SEE SCHEDULE
S E E S C H E D U L E
SEE SCHEDULE
6"
6 "
8"
X
2
6
"
A B C D
WOOD
WITH LITE
6"
6 "
6"
SEE SCHEDULE
S E E S C H E D U L E
E
A B C
2"
2 "
3"
3 "
2 "
2"
SEE SCHEDULESEE SCHEDULE SEE SCHEDULE
S E E S C H E D U L E
S E E S C H E D U L E
S E E S C H E D U L E
2"2"
4
1
/
2
"
VA
R
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VA
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3"
HOLLOW
METAL
ALUMINUM
STORE FRONT
FI
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B
WOOD
FRAME
PAINTED
CA
WOOD
FRAME
LEVEL
3
1
UNISEX
4
STAIR LEVEL
5
1
LEVEL NUMBER
TO BE 1
THROUGH 4 AS
PER FLOOR
INSTALLED
LEVEL NUMBER
TO BE 1
THROUGH 4 AS
PER FLOOR
INSTALLED
NOTE: SEE FLOOR PLANS FOR SIGN LOCATIONS
BRAILLE BRAILLE BRAILLE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
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l
e
:
®
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A6.1
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DOOR FRAME DETAILS
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REMARKS
SIZE
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A1 Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT A A HM PAINT 11/A6.4 12/A6.4 - 20
A2 Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT A A HM PAINT 11/A6.4 12/A6.4 - 20
A3 Yes A 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B B WD PAINT 5/A6.4 6/A6.4 - -
A4 Yes A 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B B WD PAINT 5/A6.4 6/A6.4 - -
A5 Yes A 2' - 6" 6' - 8" 1 3/4" WOOD PAINT B B WD PAINT 5/A6.4 6/A6.4 - -
A6 Yes A 2' - 6" 6' - 8" 1 3/4" WOOD PAINT B B WD PAINT 5/A6.4 6/A6.4 - -
A7 Yes C 2' - 6" 6' - 8" 1 3/4" WOOD PAINT A A HM PAINT 11/A6.4 12/A6.4 -20
A101A Yes B 6' - 0" 7' - 0" MNF ALUM
DRK BRONZE
ANODIZED 2 C C ALUM
DRK BRONZE
ANODIZED 14/a6.4 15/a6.4 13/a6.4 -
A101B Yes B 3' - 0" 7' - 0" MNF ALUM
DRK BRONZE
ANODIZED 2 C B ALUM
DRK BRONZE
ANODIZED 14/a6.4 15/a6.4 13/a6.4 -
A103A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 3/A6.4 4/A6.4 - 20
A104A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 9/a6.4 10/a6.4 - 20
A107A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90
A107B Yes B 3' - 0" 7' - 0" MNF ALUM
DRK BRONZE
ANODIZED 2 C A ALUM
DRK BRONZE
ANODIZED 14/a6.4 15/a6.4 13/a6.4 -
A108A Yes D 6' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B C HM PAINT 11/A6.4 12/A6.4 - 20
A108B Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 11/A6.4 12/A6.4 - 20
A109A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 11/A6.4 12/A6.4 - 20
A110A Yes B 3' - 0" 7' - 0" MNF ALUM
DRK BRONZE
ANODIZED 2 C A ALUM
DRK BRONZE
ANODIZED 14/a6.4 15/a6.4 13/a6.4 -
A111A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90
A111B Yes B 3' - 0" 7' - 0" MNF ALUM
DRK BRONZE
ANODIZED 2 C A ALUM
DRK BRONZE
ANODIZED 14/a6.4 15/a6.4 13/a6.4 -
A204A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90
A206A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 11/A6.4 12/A6.4 - 20
A207A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90
A301A Yes E 6' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B C HM PAINT 9/A6.4 10/A6.4 20
A302A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 3/A6.4 4/A6.4 - 20
A303A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 9/A6.4 10/A6.4 -
A306A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90
A308A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 11/A6.4 10/A6.4 - 20
A309A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90
A402A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 3/A6.4 4/A6.4 - 20
A403A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 9/A6.4 10/A6.4 --
A406A Yes C 6' - 0" 6' - 8" 1 3/4" WOOD PAINT B C HM PAINT 9/A6.4 10/A6.4 - -
A407A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90
A409A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 11/A6.4 12/A6.4 - 20
A410A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90
SCALE:n.t.s.
DOOR TYPE
SCALE:n.t.s.
FRAME TYPES
SCALE:n.t.s.
TYP. FRAME PROFILE
SCALE:n.t.s.
SIGN TYPES
1 1/4" CLEAR GLASS TEMPERED
2 1" INSULATED GLASS TEMPERED
All doors in rated assemblies need to be fire rated accordingly as per section 716..
2 6
2 6
SHEATHING W/ BLDG. WRAP
2x6 STUD WALL
INSULATED
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
SHIM AS NEEDED
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
SEE WINDOW SCHED.
FOR WINDOW TYPE
BRICK veneer
SHIM AS NEEDED
STEEL LINTEL
PAINT
WEEP HOLE
R 1 /2 "
2
6
2
6
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
BRICK veneer
SHEATHING
2x6 STUD WALL
INSULATED
AIR INFILTRATION
BARRIER
WOOD SILL
PAINTED
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
SEE WINDOW
SCHED. FOR
WINDOW TYPES
6
2 6
brick VENEER
1" AIR SPACE
1/2" SHEATHING
2x6 STUD WALL
INSULATED
METAL FLASHING
SLOPE TO DRAIN
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
2
SHIM AS NEEDED
SEE WINDOW SCHED.
FOR WINDOW TYPE
5/8" TYPE 'X' GYP. BD.
TEXTURE AND PAINT
AIR
INFILTRATION
BARRIER
5/8" EXT. GYP. BD.
(DENS GOLD) where
applicable -see wall
type
3/4"x3 1/2" WOOD
TRIM PAINTED
3/4" WOOD SILL
P/PAINTED
2 6
2 6
SHEATHING W/ BLDG. WRAP
2x6 STUD WALL
INSULATED
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
DRIP
FLASHING
SHIM AS NEEDED
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
SEE WINDOW
SCHED. FOR
WINDOW TYPE
E.F.I.S. SYSTEM
VINYL 'J' TRIM
3
/
4
"
3/4"
R 1 /2 "
2
6
2
6
CONTINUOUS CAULK
EA. SIDE. TYPICAL
1/2" SHEATHING
2x6 STUD WALL
INSULATED
AIR
INFILTRATION
BARRIER
WOOD SILL
PAINTED 5/8" TYPE 'X' GYP. BD.
TEXTURE AND PAINT
SEE WINDOW
SCHED. FOR
WINDOW TYPES
3/4"
3/
4
"
6
2 6
1/2" SHEATHING
2x6 STUD WALL
INSULATED
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
2
SHIM AS NEEDED
SEE WINDOW SCHED.
FOR WINDOW TYPE
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINTE.F.I.S. SYSTEM
AIR INFILTRATION
BARRIER
3/4" WOOD SILL
PAINTED
3/4"x3 1/2" WOOD TRIM
PAINTED
3
/
4
"
3/4"
4' - 0"
1 ' - 8 "
5 ' - 0 "
6 ' - 8 "A
7
A6.2
3' - 0"3' - 0"3' - 0"
9' - 0"
5 ' - 0 "
1 ' - 8 "6 ' - 8 "B
1
A6.2
2
A6.2
3
A6.2
5' - 0"
6 ' - 0 "
1 ' - 6 "
7 ' - 6 "C
1
A6.2
2
A6.2
3
A6.2
D
1 ' - 6 "
7 ' - 1 0 "
9 ' - 4 "
3' - 6"
1
A6.2
2
A6.2
3
A6.2
5' - 0"
E
7 ' - 1 0 "
1 ' - 6 "
9 ' - 4 "
1
A6.2
2
A6.2
3
A6.2
H
1 ' - 8 "
5 ' - 0 "
3' - 6"
6 ' - 8 "
1
A6.2
2
A6.2
3
A6.2
F
5 ' - 0 "
1 ' - 6 "
5' - 0"
2
A6.2
1
A6.2
3
A6.2
G
4' - 0"
6 ' - 0 "
1 ' - 6 "
4
A6.2
5
A6.2
6
A6.2
J
2' - 6"
4 ' - 0 "
1
A6.2
2
A6.2
3
A6.2
K
1 ' - 8 "
5 ' - 0 "
2' - 6"
4
A6.2
5
A6.2
6
A6.2
WINDOW NOTES
\ GLAZING FOR TYPE 1 TO BE 1" INSULATED LOW "E" ON ALL
SIDEs
\ GLAZING TO BE CLEAR
\ OPERABLE WINDOWS TO BE SLIDING TYPE WITH DEVICE
TO LIMIT OPENING SUCH THAT A 4" SPHERE MAY NOT
PASS THROUGH (OPERABLE WINDOWS W/FIRE SPRINKLER
BUILDING, NOT REQUIRED WHERE (2) EXITS ARE
PROVIDED)
CONTINUOUS
CAULK EA.
SIDE. TYPICAL
2
6 6
2
brick veneer
SHEATHING WITH
AIR INFILTRATION
WRAP
2x6 STUD WALL
INSULATED
2
6 6
2
E.F.I.S. SYSTEM
2x6 STUD WALL
INSULATED
CONTINUOUS CAULK
EA. SIDE. TYPICAL
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
SHEATHING WITH AIR
INFILTRATION WRAP
AT brick AT Stucco
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
3/4"
3
/
4
"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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2/15/2022 10:16:48 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A6.2
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793
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FEB 2022
Author
Checker
FEB 2022
BY
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SCALE: 1 1/2" = 1'-0"
HEAD 1
A6.2 SCALE: 1 1/2" = 1'-0"
JAMB 2
A6.2 SCALE: 1 1/2" = 1'-0"
SILL 3
A6.2 SCALE: 1 1/2" = 1'-0"
HEAD 4
A6.2 SCALE: 1 1/2" = 1'-0"
JAMB 5
A6.2
SCALE: 1 1/2" = 1'-0"
SILL 6
A6.2
finished floor
Window Schedule
MA
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SIZE FRAME
OP
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A 4' - 0" 5' - 0" VINYL FACTORY HORIZONTAL
SLIDING
1 WITH WINDOW SCREEN
B 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
C 5' - 0" 6' - 0" VINYL FACTORY FIXED 1
D 3' - 6" 7' - 10" VINYL FACTORY FIXED 1
E 5' - 0" 7' - 10" VINYL FACTORY FIXED 1
F 5' - 0" 5' - 0" VINYL FACTORY FIXED 1
G 4' - 0" 6' - 0" VINYL FACTORY FIXED 1
H 3' - 6" 5' - 0" VINYL FACTORY FIXED 1
I 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
J 2' - 6" 4' - 0" VINYL FACTORY FIXED 1
K 2' - 6" 5' - 0" VINYL FACTORY FIXED 1
L 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
M 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
O 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
Q 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
R 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
S 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
T 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
V 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
W 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
Y 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
SCALE:1/4" = 1'-0"
WINDOW TYPES
finished floor
SCALE:1 1/2" = 1'-0"
JAMB 7
A6.2
exterior finish on detail
varies.
see exterior elevations/
a2.1 for correct finish.
exterior finish on detail
varies.
see exterior elevations/
a2.1 for correct finish.
1 1" insulated low "e"
DOUBLE STUD
(2) LAYERS 5/8"
TYPE 'X' GYP.
BOARD EACH SIDE
CONT. SEALANT
EACH SIDE TYP.
HOLLOW METAL
FRAME INSULATED
FRAME ANCHOR
WOOD STUD WALL,
SEE WALL TYPE
2 4
2 4
HOLLOW METAL
FRAME
INSULATED
CONT. SEALANT
EACH SIDE TYP.
FRAME ANCHOR
WOOD STUD WALL,
SEE WALL TYPE
DOUBLE STUD
2
(2) LAYERS 5/8"
TYPE 'X' GYP.
BOARD EACH SIDE
4
2
4
3"
4 3/4"
5/8" TYPE 'X' GYP.
BOARD EACH SIDE
HEADER SEE
STRUCT.
WOOD STUD WALL,
SEE WALL TYPE
2 4
2 4
HARDWOOD FRAME 3"
4
3
/
4
"
5/8" TYPE 'X' GYP.
BOARD EACH SIDE
DOUBLE STUD
2
4
2
4
WOOD STUD WALL,
SEE WALL TYPE
HARDWOOD
FRAME
2 1/2"
3/
4
"
3/4"
2 6
HEADER SEE STRUCT.
2x6 STUD WALL
INSULATEDBRICK VENEER
ALUM. STORE
FRONT FRAME
CONTINUOUS CAULK
EA. SIDE. TYPICAL
1" AIR SPACE
SHIM AS NEEDED
STEEL LINTEL
PAINT
WEEP HOLE
ALUMINUM STORE
FRONT FRAME TYPICAL
CONTINUOUS
CAULK BOTH
SIDES
HEADER SEE
STRUCTURAL
E.F.I.S. SYSTEM
5/8" TYPE "X" GYPSUM
WALL BOARD TEXTURE
AND PAINT5/8" TYPE "X" GYPSUM
WALL BOARD TEXTURE
AND PAINT
2x6 STUD WALL
INSULATED
SHEATHING WITH
AIR INFILTRATION
WRAP
AT brick AT stucco
2
1
/
2
"
3/4"
3/
4
"
2
6
ALUM. STORE
FRONT FRAME
6
2
BRICK VENEER
2x6 STUD WALL
INSULATED
1" AIR SPACE
SHIM AS needed
ALUMINUM
STORE FRONT
TYPICAL
CONTINUOUS
CAULK BOTH
SIDES
5/8" TYPE "X" GYP.
WALL BOARD
TEXTURE AND PAINT
E.F.I.S. SYSTEMCONTINUOUS CAULK
EA. SIDE. TYP.
SHEATHING WITH
AIR INFILTRATION
WRAP
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT
AT brick AT stucco
2
6 6
2
3"
2 6
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT BOTH SIDES
HEADER SEE
STRUCT.
2X6 STUD WALL
HARDWOOD
FRAME
3"
2
6
2
6
HARDWOOD
FRAME
5/8" TYPE 'X' GYP.
BD. TEXTURE AND
PAINT BOTH SIDES
2X6 STUD WALL
1/
2
"
M
A
X
MATCH JAMB WIDTH
EXTERIOR
CONC. SLAB
CONC.
FOUNDATIO
N WALL SEE
STRUCT.
METAL THRESHOLD
SET IN SEALANT
DOOR
INTERIOR
CONC. SLAB
FLOORING MATERIAL
WHERE APPLICABLE
MAX SLOPE: 1:12
9"
2 6
HOLLOW METAL
FRAME
INSULATED
CONTINUOUS
sealant each
side typ.
HEADER
SEE STRUCT.
FRAME ANCHORINSULATE
2X6 STUD WALL(2) LAYERS 5/8"
TYPE 'X' GYP.
BOARD EACH SIDE
CONTINUOUS CAULK
BOTH SIDESHOLLOW METAL
FRAME INSULATED
2
6
2
6
FRAME ANCHOR
INSULATE
2X6 STUD wall
(2) LAYERS 5/8" TYPE 'X'
GYP. BOARD EACH SIDE
THROAT
FIELD VERIFY
DOUBLE STUD
5/8" TYPE 'X' GYP.
BOARD EACH SIDE
CONT. SEALANT
EACH SIDE TYP.
HOLLOW METAL
FRAME INSULATED
FRAME
ANCHOR
WOOD STUD WALL,
SEE WALL TYPE
2 4
2 4
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HOLLOW METAL
FRAME
INSULATED
5/8" TYPE 'X' GYP.
BOARD EACH SIDE
CONT. SEALANT
EACH SIDE TYP.
FRAME ANCHOR
WOOD STUD WALL,
SEE WALL TYPE
DOUBLE STUD
2
4
2
4
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METAL FRAME
INSULATED
5/8" TYPE 'X' GYP.
BOARD EACH SIDE
CONT. SEALANT
EACH SIDE TYP.
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CONT. SEALANT
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WOOD STUD WALL,
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2 6
HEADER SEE
STRUCT.
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
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Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
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1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
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2/15/2022 10:16:50 AM
\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
A6.3
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SCALE: 1 1/2" = 1'-0"
HEAD 1
A6.3 SCALE: 1 1/2" = 1'-0"
JAMB 2
A6.3 SCALE: 1 1/2" = 1'-0"
HEAD 5
A6.3 SCALE: 1 1/2" = 1'-0"
jamb 6
A6.3
SCALE:1 1/2" = 1'-0"
head 14
A6.3 SCALE:1 1/2" = 1'-0"
JAMB 15
A6.3
SCALE: 1 1/2" = 1'-0"
HEAD 7
A6.3 SCALE: 1 1/2" = 1'-0"
JAMB 8
A6.3
SCALE:1 1/2" = 1'-0"
THRESHOLD 13
A6.3
SCALE: 1 1/2" = 1'-0"
HEAD 3
A6.3 SCALE: 1 1/2" = 1'-0"
JAMB 4
A6.3
SCALE: 1 1/2" = 1'-0"
HEAD 9
A6.3 SCALE: 1 1/2" = 1'-0"
JAMB 10
A6.3 SCALE: 1 1/2" = 1'-0"
JAMB 12
A6.3SCALE: 1 1/2" = 1'-0"
HEAD 11
A6.3
FLOOR FINISHES & BASE material
CARPET W/ 4" CARPET BASE
LVT W/ 4" RUBBER BASE
CONCRETE OVER STEEL DECK
W/ 4" RUBBER BASE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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Dr
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\\dc01\JRWA\Drawings\793 - Steven StudentHousing\07-BIM\793-Sundance Apartments - Building 3\793- SundanceApartments - Building 3 - Update.rvt
F1.1
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SCALE:1/16" = 1'-0"
BUILDING C -FIRST FLOOR PLAN 1
F1.1 SCALE:1/16" = 1'-0"
BUILDING C -SECOND FLOOR PLAN 2
F1.1
SCALE:1/16" = 1'-0"
BUILDING C -THIRD FLOOR PLAN 3
F1.1 SCALE:1/16" = 1'-0"
BUILDING C -FOURTH FLOOR PLAN 4
F1.1