HomeMy WebLinkAbout970 - Sundance Town Center_Bank Set_Feb 05, 2024AREA MAP
PROJECT
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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:
Revisions:
Pr
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SUNDANCE town center
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 INDEXPRELIMINARYNOT FOR CONSTRUCTIONBYUI -APPROVED STUDENT HOUSING
2/5/2024 1:41:49 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
G1.1
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970
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FEB 2024
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FEB 2024
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Sheet
Number Sheet Name
G1.1 COVER SHEET
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
G1.3 OCCUPANT LOAD & EXITING PLAN
A1.1 BUILDING A - FIRST FLOOR PLAN
A1.2 BUILDING A - SECOND FLOOR PLAN
A1.3 BUILDING A - THIRD FLOOR PLAN
A1.4 BUILDING A - FOURTH FLOOR PLAN
A1.5 BUILDING B - FIRST FLOOR PLAN
A1.6 BUILDING B - SECOND FLOOR PLAN
A1.7 BUILDING B - THIRD FLOOR PLAN
A1.8 BUILDING B - FOURTH FLOOR PLAN
A1.9 ROOF PLAN
A2.1 EXT. ELEVATIONS
A2.2 EXT. ELEVATIONS
A2.3 EXT. ELEVATIONS
A2.4 EXT. ELEVATIONS
A2.5 EXT. ELEVATION DETAILS
A2.6 EXT. ELEVATION DETAILS
A2.7 EXT. ELEVATION DETAILS
A3.2 WALL TYPES
A3.3 LARGE STAIR SECTION & DETAILS
A3.4 LARGE ELEVATOR SECTION & DETAILS
A4.1 TYP. 3 BEDROOM UNIT - TYPE B
A4.2 MANAGER'S UNIT W/ OFFICE - TYPE B
A4.3 WOMEN'S END UNIT - TYPES A & B
A4.4 MEN'S 2 BED UNIT - TYPES A & B
A4.5 ENLARGED FLOOR PLANS
A4.6 ENLARGED FLOOR PLANS
A4.7 ENLARGED FLOOR PLANS
A4.8 ENLARGED INT. ELEVATIONS
A4.9 MAIN ENTRY CANOPY DETAILS
A4.10 SLATTED CANOPY DETAILS
A4.11 RETAIL WINDOW CANOPY DETAILS
general
architectural
REXBURG,IDAHO
Sheet
Number Sheet Name
A4.12 FAUX BALCONY DETAILS
A5.1 MILLWORK DETAILS
A6.1 DOOR SCHEDULE & SIGN TYPES
A6.2 DOOR CASING TYPES
A6.3 DOOR DETAILS
A6.4 WINDOW SCHEDULE & DATAILS
F1.1 FINISH FLOOR PLANS
12
"
12" MAX24" MIN.24" MAX
24
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4"
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.
33
"
-
36
"
39
"
-
41
"
18
"
M
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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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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
BATHTUB TO HAVE
REMOVABLE SEAT
34
"
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27
"
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9"
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8" MIN.6" MAX.
19" MAX.
4'-0"
40
"
M
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17" MIN.
34
"
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A
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19" MAX.
48"
27
"
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20" MAX.
48
"
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48
"
M
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15
"
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>20"-25"
44
"
M
A
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.
10" MAX.
34
"
M
A
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.
48
"
M
A
X
10" MAX.
15
"
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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
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48
"
A
F
F
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.
36
"
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17
"
-19
"
18"
36"MIN.6" MAX.
38
"
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.
48
"
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.
9"
2'
-5"
M
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2'-6"
48
"
A
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F
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48
"
A
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F
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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
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.
17"-19"
2'
-3"
M
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.
6"9"
8"
1'
-7"
2'
-9"
15
"
M
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48
"
M
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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.
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MIN.
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MIN. CLR.
WIDTH
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6" MAX. TOE
CLEARANCE
8" MIN. KNEE
CLEARANCEMA
X
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MIN.
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MAX.
MIN.
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MIN./
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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
CL
CLCL
CL
CL
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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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j
e
c
t
:
Dr
a
w
i
n
g
T
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:
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2/5/2024 1:41:49 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
G1.2
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970
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FEB 2024
JRN
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FEB 2024
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
BUILDING ABUILDING B
7 OCC.
LIVING UNIT = 200 SF/OCC.
7 OCC.
7 OCC.
7 OCC.
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7 OCC.
5 OCC.
7 OCC.
7 OCC.
13
52
14
141
O
C
C
.
1
O
C
C
.
37 OCC.
19
O
C
C
.
58
above
14
above 14
above
14
above
BUILDING ABUILDING B
7 OCC.
LIVING UNIT = 200 SF/OCC.
7 OCC.
7 OCC.
7 OCC.
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7 OCC.
7 OCC.
7 OCC.
7 OCC.
14
58
14
14 1
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C
C
.
7 OCC.
36 OCC.
lounge = 15 sf/occ.
33
above
13
above 14
above
14
above
BUILDING ABUILDING B
7 OCC.
LIVING UNIT = 200 SF/OCC.
7 OCC.
7 OCC.
7 OCC.
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7 OCC.
5 OCC.
7 OCC.
7 OCC.
13
33
14
14 1
O
C
C
.
7 OCC.
11 OCC.
gym = 50 sf/occ.
1
O
C
C
.
BUILDING ABUILDING B
7 OCC.
LIVING UNIT = 200 SF/OCC.
7 OCC.
5 OCC.
7 OCC.
7
fe
OFFICE = 150 SF/OCC.
retail = 60 SF/OCC.
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17 OCC.
2
O
C
C
.
7 OCC.
7 OCC.
7 OCC.
7 OCC.
2
O
C
C
.
7
14
19
52
above
14
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28
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13
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 = 8,808 sf Main Level = 6,595 sf
2nd Level = 7,293 sf 2nd Level = 6,132 sf
3rd Level = 8,440 sf 3rd Level = 6,132 sf
4th Level = 8,440 sf 4th Level = 6,132 sf
Total = 32,981 sf Total = 24,991 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"
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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2/5/2024 1:41:49 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
G1.3
OC
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970
SU
N
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FEB 2024
JRN
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FEB 2024
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
NORTH
NORTH
study & lounge =
15 sf/occ.
DW DW
DW DW
UP
UP
RE
F
.
RE
F
.
RE
F
.
RE
F
.
C
A3.1
C
A3.1
A
A3.1
A
A3.1
A A A A A A
C
C
C
AAA
HALL
A109
RETAIL
A106
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
26'-11"6'-5 1/2"49'-10"50'-3 1/2"10'-8"
UNIT A104
TYPE B
SEE A4.1
UNIT A103
TYPE B
SEE A4.1
UNIT A102
TYPE B
SEE A4.1
UNIT A101
TYPE B
SEE A4.2
B
A3.1
B
A3.1
STAIR
A110
10'-8"50'-3 1/2"50'-3 1/2"6'-0"26'-11"
EL
E
V
A
T
O
R
A1
0
4
EQ
U
I
P
M
E
N
T
A1
0
3
FI
R
E
R
I
S
E
R
A1
0
2
LOBBY
A100
MAIL
A101
RE
F
.
RE
F
.
RE
F
.
RE
F
.
12'-3 1/2"11'-0 1/2"15'-3"11'-8 1/2"11'-8 1/2"15'-3"11'-0 1/2"12'-3 1/2"
1'
-
0
"
2'
-
7
"
1'
-
0
"
1'
-
0
"
5'
-
2
3
/
4
"
18
'
-
6
"
25
'
-
5
3
/
8
"
12
'
-
4
1
/
8
"
18
'
-
0
1
/
4
"
3'
-
0
"
2'
-
8
"
15
'
-
4
1
/
4
"
82
'
-
6
1
/
2
"
144'-2"
2'-0"
2'-11"2'-7"
144'-2"
C
C
C
C
CCCAAA
ST
A
I
R
A1
0
5
HALL
A109
2'
-
7
"
E
A110A
A110B
A109B
A109A
A107A
A106A
A101A
A102AA103A
A105B
A105A
D D D
D
D
D
GG
6'
-
0
"
5'-2"5'-6"23'-4"15'-3"11'-8 1/2"11'-8 1/2"15'-3"22'-10 1/2"
A1
A1A1
A1
A2
A2A2
A2
A5A5
A5 A5
A3
A3
A6A6
A3
A3
A3
A3
A6 A6
A3
A111B
A4
A4
A7A7
A4
A4
A4
A4
A7 A7
A4
23
'
-
0
"
15
'
-
9
1
/
2
"
43
'
-
9
"
82
'
-
6
1
/
2
"
6'-0"
A4.5
1
A4.5
2
E
ma
i
l
b
o
x
e
s
WT11
WT11
WT6
WT6WT6WT6WT6WT6
WT2
WT1A
WT2
WT1A
WT1A
WT1A
WT1A
WT1A WT1A WT1A WT1A WT1A
WT1A
WT1A
WT1A
WT3
WT3
WT1A
WT1AWT1AWT3WT4WT3WT4WT1AWT4
WT2
WT2WT2
WT2WT2
WT2
WT6
WT2
WT2
WT5
WT2
WT2WT2
WT2
WT6
WT6
A111A
WT4WT1AWT4
WT1A
WT1A
WT1AWT1AWT1A
WT1A
OFFICE
A111
3'
-
1
0
1
/
2
"
6'
-
1
0
"
6'
-
1
0
"
5'
-
5
1
/
2
"
7'
-
1
0
3
/
4
"
7'
-
1
0
3
/
4
"
8'
-
2
"
16
'
-
0
3
/
4
"
6'
-
6
"
6'
-
6
"
6'
-
6
1
/
4
"
2'-2 1/4"
3'-9 3/4"6'-11 1/2"6'-6"6'-6"6'-11 1/2"
22
'
-
8
3
/
4
"
1'
-
0
"
3'
-
8
1
/
2
"
13
'
-
9
1
/
2
"
4'-3 1/4"
2'-2 1/4"
3'-0"20'-0 1/2"3'-10 1/2"
WT2
RESTROOM
A107
MECH.
A108A108A
J
WT5
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
BLDG 1BLDG 2
11
5
2
B
O
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D
A
V
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A
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4
4
0
VO
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(
2
0
8
)
3
5
9
-
2
3
0
9
F
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(
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8
)
3
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9
-
2
2
7
1
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C
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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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:
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2/5/2024 1:41:18 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A1.1
BU
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970
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FEB 2024
JRN
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FEB 2024
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SCALE:1/8" = 1'-0"
BUILDING A - FIRST FLOOR PLAN
NORTH
SCALE:n.t.s.
KEY PLAN
NORTH
DW DW
DW DW
UP
DN
UP
DN
RE
F
.
RE
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.
RE
F
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RE
F
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C
A3.1
C
A3.1
A
A3.1
A
A3.1
A B A A B A A
AABAA
HALL
A204
1'
-
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"
1'
-
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"
1'
-
0
"
6'
-
0
"
UNIT A201
TYPE B
SEE A4.1
UNIT A202
TYPE B
SEE A4.1
UNIT A204
TYPE B
SEE A4.1
UNIT A203
TYPE B
SEE A4.1
B
A3.1
B
A3.1
E
A
OPEN TO
BELOW
OPEN TO
BELOW
RE
F
.
RE
F
.
RE
F
.
RE
F
.
22
'
-
8
3
/
4
"
1'
-
0
"
25
'
-
5
3
/
8
"
12
'
-
4
1
/
8
"
18
'
-
0
1
/
4
"
2'
-
0
"
2'
-
8
"
15
'
-
4
1
/
4
"
6'-0"23'-4"15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4 5/8"
26'-11"56'-3 1/2"50'-4 1/8"10'-7 3/8"
144'-2"
81
'
-
6
1
/
2
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
STUDY NOOK
A201
MECH
A207
STAIR
A203
ELEV
A202
HALL
A204
STAIR
A208
HALL
A204
F F F
F
F
F
C
C
C
C
E
E
A A B
A203A
A207AA208A
2'-7"2'-11"
23
'
-
0
"
15
'
-
9
1
/
2
"
43
'
-
9
"
82
'
-
6
1
/
2
"
22'-10 1/2"15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4"5'-6"5'-2"
10'-8"50'-3 1/2"49'-10"33'-4 1/2"
144'-2"
PIANO /
STUDY
A205
MECH
A206
A205A
A201A
A1
A1A1
A1A2
A2
A2
A2
A5A5
A5 A5
A3
A3
A6 A6
A3
A3
A3
A3
A6A6
A3
A3
A4
A4
A7A7
A4
A4
A4
A4
A7
A4
A4
A7
UPPER
LOBBY
A200
E
H
A4.6
1
E
E
A4.6
2
WT11
WT6WT6WT6WT6WT6
WT2
WT2
WT1B
WT1B
WT1B
WT1B
WT1B
WT1B WT1B WT1B WT1B WT1B
WT1B
WT1B
WT1B
WT3
WT3
WT1A
WT1A
WT11
WT6
WT5
WT6
WT2
WT2
WT2
WT2
WT2WT2
WT2
WT2
WT9
WT7
WT2WT2
WT2
WT2
WT6
WT1B
WT6
WT5
WT1BWT3
WT1BWT3
WT1B
WT1B
WT1B
3'
-
1
0
1
/
2
"
6'
-
1
0
"
6'
-
1
0
"
5'
-
5
1
/
2
"
7'
-
1
0
3
/
4
"
7'
-
1
0
3
/
4
"
8'
-
2
"
16
'
-
0
3
/
4
"
6'
-
6
"
6'
-
6
"
6'
-
6
1
/
4
"
6'-11"18'-1"8'-4 1/2"
3'-5 1/2"3'-5 1/2"
2'-6 3/4"
15'-6 1/4"4'-6"3'-10 1/2"
6'-11 1/2"6'-6"6'-6"6'-11 1/2"
2'
-
1
1
"
6'
-
0
1
/
4
"
13
'
-
9
1
/
2
"
WT10
A206
J
WT5
FP-02
FP-02
FP-02
FP-02
FP-03
FP-03
FP-02FP-02FP-02
FP-01
SC1
SC2
SC3
SC4SC5SC6SC5
mirr.
FP-04 FP-04
BLDG 1BLDG 2
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL
A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS
FOR SIGNS LOCATED AT DOOR.
1
X
11
5
2
B
O
N
D
A
V
E
N
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-
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3
4
4
0
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(
2
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8
)
3
5
9
-
2
3
0
9
F
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(
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)
3
5
9
-
2
2
7
1
W
W
W
.
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.
C
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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
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i
n
g
T
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l
e
:
®
JR
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2/5/2024 1:41:20 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A1.2
BU
I
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D
I
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A
-
S
E
C
O
N
D
F
L
O
O
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P
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A
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970
SU
N
D
A
N
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FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:1/8" = 1'-0"
BUILDING A - SECOND FLOOR PLAN
SCALE:n.t.s.
KEY PLAN
NORTH
NORTH
KeynoteS
FP-01 MAIN ENTRANCE CANOPY - SEE SHEET A4.9
FP-02 SLATTED CANOPY - SEE SHEET A4.10
FP-03 RETAIL WINDOW CANOPY - SEE SHEET A4.11
FP-04 FAUX BALCONY - SEE SHEET A4.12
DW DW
DW DW
DN
DNUP
DW
RE
F
.
RE
F
.
RE
F
.
RE
F
.
C
A3.1
C
A3.1
A
A3.1
A
A3.1
A A B A A B A A
AABAABAA
HALL
A303
MECH.
A304
STAIR
A305
6'
-
0
"
UNIT A301
TYPE B
SEE A4.1
UNIT A302
TYPE B
SEE A4.1
UNIT A304
TYPE B
SEE A4.1
UNIT A303
TYPE B
SEE A4.1
B
A3.1
B
A3.1
HALL
A303
ELEV
A301
STAIR
A302
LOUNGE
A300
HALL
A303
A302A
A304AA305A
E
E
C
C
C
CE
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
25
'
-
5
3
/
8
"
12
'
-
4
1
/
8
"
17
'
-
9
1
/
2
"
2'
-
2
3
/
4
"
1'
-
0
"
2'
-
8
"
15
'
-
1
1
/
2
"
1'-0"2'-0"
82
'
-
6
1
/
2
"
23
'
-
8
3
/
4
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'-7"2'-11"
5'-2"5'-6"23'-4"15'-3"11'-8 1/2"11'-8 1/2"15'-3"22'-10 1/2"
144'-2"
3'-0"
E
A1
A1A1
A1 A2
A2A2
A2
A5A5
A5 A5
A3
A3
A6A6
A3
A3
A3
A3
A6 A6
A3
A3
A4
A4
A7A7
A4
A4
A4
A4
A7 A7
A4
A4
REF.REF.
A
A
A
A1
A3
A3
A6
A7
A4
A4
A5
B
W/D
A
6'-0"23'-4"
1'-0"2'-0"
82
'
-
6
1
/
2
"
E
E
A4.7
1
UN
I
T
A
3
0
0
TY
P
E
B
SE
E
A
4
.
3
21
'
-
4
3
/
4
"
10
'
-
1
0
1
/
8
"
11
'
-
8
"
15
'
-
3
"
11
'
-
9
1
/
4
"
11
'
-
7
3
/
8
"
144'-2"
WT1B
WT1B
WT1B
WT1B
WT1B
WT1B
WT1BWT1BWT1BWT1BWT1B
WT1B
WT1B
WT1BWT1B
WT1B
WT1B WT1B WT1B WT1B WT1B WT1B WT1B
WT1B
WT1B
WT6WT6
WT6
WT6
WT6
WT6
WT6
WT6
WT2
WT11
WT11
WT6
WT6
WT2
WT2
WT2
WT2
WT2
WT2
WT6
WT6
WT2
3'-0"23'-11"56'-3 1/2"50'-4 1/8"10'-7 3/8"
15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4 5/8"
32
'
-
2
7
/
8
"
50
'
-
3
5
/
8
"
3'
-
1
0
1
/
2
"
6'
-
1
0
"
6'
-
1
0
"
3'
-
1
0
1
/
4
"
EQ
EQ
6'-11"18'-1"8'-4 1/2"
3'-5 1/2"3'-5 1/2"2'-6 3/4"15'-6 1/4"4'-6"3'-10 1/2"
22
'
-
8
3
/
4
"
1'
-
0
"
2'
-
1
1
"
6'
-
0
1
/
4
"
13
'
-
9
1
/
2
"
33'-4 1/2"49'-10"50'-3 1/2"10'-8"
BLDG 1BLDG 2
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL
A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS
FOR SIGNS LOCATED AT DOOR.
1
X
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
W
W
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
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:
Dr
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2/5/2024 1:41:21 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A1.3
BU
I
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D
I
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G
A
-
T
H
I
R
D
F
L
O
O
R
P
L
A
N
970
SU
N
D
A
N
C
E
T
O
W
N
C
E
N
T
E
R
FEB 2024
JRN
JRW
FEB 2024
BY
U
I
-
A
P
P
R
O
V
E
D
S
T
U
D
E
N
T
H
O
U
S
I
N
G
SCALE:1/8" = 1'-0"
BUILDING A - THIRD FLOOR PLAN
SCALE:n.t.s.
KEY PLAN
NORTH
NORTH
DW DW
DW DW
DN
DW
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
C
A3.1
C
A3.1
A
A3.1
A
A3.1
A A
B
A A B
A A
AA
B
AA
BAA
HALL
A403
MECH.
A404
STAIR
A405
UNIT A401
TYPE B
SEE A4.1
UNIT A402
TYPE B
SEE A4.1
UNIT A404
TYPE B
SEE A4.1
UNIT A403
TYPE B
SEE A4.1
6'
-
0
"
W/D W/D
W/DW/D
B
A3.1
B
A3.1
combo
HALL
A403
ELEV
A401
STAIR
A402
GYM
A400
E E
A402A
C
C
C
C
A404AA405A
1'
-
0
"
1'
-
0
"
1'
-
0
"
25
'
-
5
3
/
8
"
12
'
-
4
1
/
8
"
17
'
-
9
1
/
2
"
2'
-
2
3
/
4
"
2'
-
8
"
15
'
-
1
1
/
2
"
81
'
-
6
1
/
2
"
23
'
-
8
3
/
4
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'-7"2'-11"
22'-10 1/2"15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4"5'-6"5'-2"
10'-8"50'-3 1/2"49'-10"33'-4 1/2"
144'-2"
3'-0"
A1
A1A1
A1 A2
A2A2
A2
A5
A5A5
A5
A4A3
A3
A6A6
A3
A3
A3
A3
A6 A6
A3
A3 A4
A4
A7A7
A4
A4
A4
A4
A7 A7
A4
REF.REF.
A
A
A
A1
A3
A3
A6
A7
A4
A4
A8
B
A
A4.7
2
144'-2"
21
'
-
4
3
/
4
"
10
'
-
1
0
1
/
8
"
11
'
-
8
"
15
'
-
3
"
11
'
-
9
1
/
4
"
11
'
-
7
3
/
8
"
82
'
-
6
1
/
2
"
UN
I
T
A
4
0
0
TY
P
E
A
SE
E
A
4
.
3
1'-0"2'-0"23'-11"6'-0"23'-4"15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4 5/8"
WT1BWT1BWT1BWT1BWT1BWT1B
WT1BWT1B
WT1B
E
E
E
E
1'-0"2'-0"
WT1B
WT1B
WT1B
WT1B
WT1B
WT1B
WT1B
WT1B
WT1BWT1BWT1BWT1BWT1B
WT1B
WT1B
WT1BWT1B
WT6
WT6WT6
WT6WT6
WT6
WT6
WT6
WT6
WT6
WT2
WT2
WT2
WT2
WT2WT2
WT2
WT2
WT2
E
26'-11"56'-3 1/2"50'-4 1/8"10'-7 3/8"
22
'
-
8
3
/
4
"
1'
-
0
"
2'
-
1
1
"
6'
-
0
1
/
4
"
13
'
-
9
1
/
2
"
EQ EQ
1'
-
0
"
6'-11"18'-1"8'-4 1/2"
EQ EQ 3'-10 1/2"4'-6"15'-6 1/4"2'-6 3/4"
3'
-
1
0
1
/
2
"
6'
-
1
0
"
6'
-
1
0
"
3'
-
1
0
1
/
4
"
EQ
EQ
A2
BLDG 1BLDG 2
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL
A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS
FOR SIGNS LOCATED AT DOOR.
1
X
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
W
W
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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A
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2/5/2024 1:41:22 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A1.4
BU
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A
-
F
O
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R
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H
F
L
O
O
R
P
L
A
N
970
SU
N
D
A
N
C
E
T
O
W
N
C
E
N
T
E
R
FEB 2024
JRN
JRW
FEB 2024
BY
U
I
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A
P
P
R
O
V
E
D
S
T
U
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E
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T
H
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S
I
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SCALE:1/8" = 1'-0"
BUILDING A - FOURTH FLOOR PLAN
SCALE:n.t.s.
KEY PLAN
NORTH
NORTH
DWDW
DWDW
UP
UP
RE
F
.
RE
F
.
RE
F
.
RE
F
.
A A A A
1'
-
0
"
1'
-
0
"
6'
-
0
"
UNIT B104
TYPE B
SEE A4.1
UNIT B103
TYPE B
SEE A4.1
UNIT B102
TYPE B
SEE A4.1
UNIT B101
TYPE B
SEE DETAIL A4.1
STAIR
B105
EQUIPMENT
B101
FIRE RISER
B100
STAIR
B104
RE
F
.
RE
F
.
RE
F
.
RE
F
.
1'
-
0
"
7'
-
1
0
"
18
'
-
0
7
/
8
"
9'
-
0
5
/
8
"
18
'
-
6
"
5'
-
4
1
/
4
"
3'-0"
1'-7 1/2"
15
'
-
4
1
/
4
"
2'
-
8
5
/
8
"
3'
-
0
"
6'
-
0
5
/
8
"
8'
-
0
"
5'
-
1
0
1
/
2
"
4'
-
7
1
/
2
"
120'-6 1/2"
1'
-
0
"
2'
-
0
"
18
'
-
0
1
/
4
"
12
'
-
4
1
/
8
"
26
'
-
5
3
/
8
"
15
'
-
4
1
/
4
"
2'
-
8
"
121'-11"
10'-8"50'-3 1/2"50'-3 1/2"10'-8"
23'-4"15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4"
G G
AA
B104A
B103A
B100A
B101A
E
B105B
B105A
HALL
B103
HALL
B103
ELEV
B102
B104B
10'-8"50'-3 1/2"50'-3 1/2"9'-3 1/2"
11'-0 1/2"15'-3"11'-8 1/2"11'-8 1/2"15'-3"11'-0 1/2"12'-3 1/2"5'-6"5'-2"
A A A A A A1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
59
'
-
9
3
/
4
"
59
'
-
9
3
/
4
"
2'-11"2'-7"
B1
B1 B1
B1 B2
B2B2
B2
B3 B4
B3
B4
B6
B7B7
B6
B4
B3
B3
B4
B4 B3
B4
B3
B7
B6
B7
B6
B4
B3
B3 B4
B5B5
B5 B5
12'-3 1/2"
2'
-
1
"
2'
-
6
1
/
2
"
WT1AWT4WT4WT1AWT3WT1AWT4WT1AWT3WT1AWT4WT4WT1A
WT1AWT1A
WT1A
WT1A
WT1A
WT1AWT1A
WT1A WT1A WT1A WT1A WT1A
WT1A
WT1A
WT1AWT1A
WT1AWT1A
WT6WT6
WT11
WT11
WT6WT6WT6WT5
WT2WT2
WT2
WT2
WT2
WT2
WT1A
WT2
WT2
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
BLDG 1BLDG 2
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
W
W
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:
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2/5/2024 1:41:22 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A1.5
BU
I
L
D
I
N
G
B
-
F
I
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S
T
F
L
O
O
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P
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A
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970
SU
N
D
A
N
C
E
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O
W
N
C
E
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T
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R
FEB 2024
JRN
JRW
FEB 2024
BY
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A
P
P
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V
E
D
S
T
U
D
E
N
T
H
O
U
S
I
N
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SCALE:1/8" = 1'-0"
BUILDING B - FIRST FLOOR PLAN
NORTH
NORTHSCALE:n.t.s.
KEY PLAN
DWDW
DW
UPDN
UP DN
DW
RE
F
.
RE
F
.
RE
F
.
RE
F
.
A
B
AA
B
AA
A B A A B A A
1'
-
0
"
1'
-
0
"
UNIT B202
TYPE B
SEE A4.1
UNIT B204
TYPE B
SEE A4.1
UNIT B203
TYPE B
SEE A4.1
A
RE
F
.
RE
F
.
W/D
ELEV
B200
HALL
B201
STAIR
B202
MECHANICAL
B203
HALL
B201
STAIR
B204
6'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
18
'
-
0
7
/
8
"
12
'
-
3
1
/
2
"
25
'
-
5
3
/
8
"
15
'
-
4
1
/
8
"
2'
-
8
3
/
4
"
57
'
-
9
3
/
4
"
1'-4"9'-4"23'-4"15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4 5/8"5'-5 1/2"5'-1 7/8"
10'-8"50'-3 1/2"50'-4 1/8"10'-7 3/8"
121'-11"
10'-7 3/8"50'-4 1/8"50'-3 1/2"10'-8"
23'-4 5/8"15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4"
121'-11"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
57
'
-
9
3
/
4
"
7'
-
1
0
"
18
'
-
0
7
/
8
"
17
'
-
0
5
/
8
"
14
'
-
1
0
1
/
4
"
15
'
-
4
1
/
8
"
2'
-
8
3
/
4
"
3'
-
0
"
14
'
-
0
5
/
8
"
B203A
B202A
B204A
E
2'-6 1/2"2'-11"
B1
B1 B1
B1
B2
B2
B2
B3
B3
B6B6
B3
B3
B6
B3
B6
B3
B3
B4
B4
B7
B4
B4
B7
B4
B7
B4
B4
B7
B5B5
B5 B5
E
E
A
E
WT1B
WT1B
WT3WT1BWT3
WT1B
WT11WT6
WT6 WT6WT6 WT6WT6WT6WT5
WT2
WT2
WT1B
WT1BWT1B
WT1BWT1B
WT1B WT1B WT1B
WT11
WT1B WT1B
WT1BWT1B
WT1B
WT1B
WT1B
WT1B
WT2
WT2
UNIT B201
TYPE A
SEE A4.4
WT2
WT2
WT2
SC5FP-02FP-02 SC6FP-02 SC5 MIRR.
FP-02
SC1
3'
-
6
"
11'-0"11'-0"
3'
-
6
"
FP-04FP-04
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
BLDG 1BLDG 2
11
5
2
B
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D
A
V
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A
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3
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9
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2
3
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9
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3
5
9
-
2
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W
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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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c
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Dr
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T
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2/5/2024 1:41:23 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A1.6
BU
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D
I
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G
B
-
S
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C
O
N
D
F
L
O
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P
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970
SU
N
D
A
N
C
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T
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W
N
C
E
N
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R
FEB 2024
JRN
JRW
FEB 2024
BY
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P
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T
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H
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S
I
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SCALE:1/8" = 1'-0"
BUILDING B - SECOND FLOOR PLAN
NORTH
NORTHSCALE:n.t.s.
KEY PLAN
KeynoteS
FP-02 SLATTED CANOPY - SEE SHEET A4.10
FP-04 FAUX BALCONY - SEE SHEET A4.12
DWDW
DWDW
DN UP
DNUP
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL
A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS
FOR SIGNS LOCATED AT DOOR.
1
X
RE
F
.
RE
F
.
RE
F
.
RE
F
.
AABAABAA
A B A A B A A
6'
-
0
"
UNIT B301
TYPE B
SEE A4.1
UNIT B302
TYPE B
SEE A4.1
UNIT B304
TYPE B
SEE A4.1
UNIT B303
TYPE B
SEE A4.1
ELEV
B300
HALL
B301
STAIR
B302
HALL
B301
E
E
E
E
A
1'
-
0
"
7'
-
1
0
"
18
'
-
0
7
/
8
"
17
'
-
0
5
/
8
"
14
'
-
1
0
1
/
4
"
1'
-
0
"
15
'
-
4
1
/
8
"
2'
-
8
3
/
4
"
59
'
-
9
3
/
4
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
59
'
-
9
3
/
4
"
1'
-
0
"
2'
-
0
"
18
'
-
0
7
/
8
"
12
'
-
3
1
/
2
"
25
'
-
5
3
/
8
"
1'
-
0
"
15
'
-
4
1
/
8
"
2'
-
8
3
/
4
"
23'-4"15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4 5/8"
10'-8"50'-3 1/2"50'-4 1/8"10'-7 3/8"
121'-11"
121'-11"
1'-4"9'-4"23'-4"15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4 5/8"5'-5 1/2"5'-1 7/8"
10'-8"50'-3 1/2"50'-4 1/8"10'-7 3/8"
2'-6 1/2"2'-11"
3'
-
0
"
14
'
-
0
5
/
8
"
STAIR
B303
B302A
B303A
B1
B1B1
B1 B2
B2B2
B2
B3
B3
B6B6
B3
B3
B3
B3
B6 B6
B3
B3
B4
B7
B4
B7
B4
B4
B4
B4
B7 B7
B4
B4
B5B5
B5 B5
WT1B WT1B WT1B WT1B WT1B
WT1BWT1B
WT1BWT1B
WT1B
WT1B
WT1BWT1BWT1BWT1BWT1B
WT1BWT1B
WT1B
WT1B
WT1BWT1B
WT6WT5 WT6WT6
WT11
WT11
WT6WT6
WT2
WT2
WT2
WT2
WT2
WT2
BLDG 1BLDG 2
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
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,
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A
H
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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
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(
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8
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3
5
9
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2
2
7
1
W
W
W
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A
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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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j
e
c
t
:
Dr
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w
i
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T
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:
®
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2/5/2024 1:41:24 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A1.7
BU
I
L
D
I
N
G
B
-
T
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D
F
L
O
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P
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970
SU
N
D
A
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W
N
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FEB 2024
JRN
JRW
FEB 2024
BY
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P
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S
T
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S
I
N
G
SCALE:1/8" = 1'-0"
BUILDING B - THIRD FLOOR PLAN
NORTH
NORTHSCALE:n.t.s.
KEY PLAN
DWDW
DW
DN
DN
DW
A4.4
1
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
AAAAA
A A B
A A
B A A
STAIR
B404
UNIT A402
TYPE B
SEE A4.1
UNIT B404
TYPE B
SEE A4.1
UNIT B403
TYPE B
SEE A4.1
6'
-
0
"
W/DW/D
W/DRE
F
.
RE
F
.
UNIT B401
TYPE B
SEE A4.4
ELEV
B400
HALL
B401
STAIR
B402
MECH
B403
HALL
B401
BA
E
E
E
E
1'
-
0
"
7'
-
1
0
"
18
'
-
0
7
/
8
"
17
'
-
0
5
/
8
"
14
'
-
1
0
1
/
4
"
1'
-
0
"
59
'
-
9
3
/
4
"
15
'
-
4
1
/
8
"
2'
-
8
3
/
4
"
3'
-
0
"
14
'
-
0
5
/
8
"
10'-8"23'-4"15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4 5/8"5'-5 1/2"5'-1 7/8"
10'-8"50'-3 1/2"50'-4 1/8"10'-7 3/8"
121'-11"
10'-8"50'-3 1/2"50'-4 1/8"10'-7 3/8"
23'-4"15'-3"11'-8 1/2"11'-8 1/2"15'-3"23'-4 5/8"
121'-11"
2'-6 1/2"2'-11"
1'
-
0
"
2'
-
0
"
18
'
-
0
7
/
8
"
12
'
-
3
1
/
2
"
25
'
-
5
3
/
8
"
1'
-
0
"
15
'
-
4
1
/
8
"
2'
-
8
3
/
4
"
59
'
-
9
3
/
4
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
B402A
B403A
B2
B1
B1 B1
B1
B2
B2
B3
B3
B6
B3
B6
B3
B3
B6 B6
B3
B3
B4
B4
B7B7
B4
B4
B7
B4
B7
B4
B4
B5B5
B5 B5
WT1BWT1BWT1BWT1BWT1B
WT1BWT1B
WT1B
WT1B
WT1BWT1B
WT1B WT1B WT1B WT1B WT1B
WT1BWT1B
WT1B
WT1BWT1B
WT1BWT1B
WT6WT6WT5WT6WT6WT6
WT2
WT2
WT2
WT2
B404A
WT11
WT6
WT11
COMBO
WT2
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL
A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS
FOR SIGNS LOCATED AT DOOR.
1
X
BLDG 1BLDG 2
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
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A
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(
2
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8
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3
5
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2
3
0
9
F
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(
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8
)
3
5
9
-
2
2
7
1
W
W
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
W
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A
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2/5/2024 1:41:25 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A1.8
BU
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B
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FEB 2024
JRN
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FEB 2024
BY
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SCALE:1/8" = 1'-0"
BUILDING B - FOURTH FLOOR PLAN
NORTH
NORTHSCALE:n.t.s.
KEY PLAN
DWDW
5" / 12"5" / 12"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
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5"
/
1
2
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5"
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1
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"
5"
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1
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"
5"
/
1
2
"
5"
/
1
2
"
5" / 12"
5"
/
1
2
"
5" / 12"
5" / 12"
5"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5" / 12"5" / 12"
5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"
5"
/
1
2
"
5" / 12"
5" / 12"5" / 12"
5" / 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"
/
1
2
"
5"
/
1
2
"
5"
/
1
2
"
5" / 12"5" / 12"
5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"
5" / 12"5" / 12"
5"
/
1
2
"
5" / 12"
5" / 12"
5" / 12"
5"
/
1
2
"
8"
/
1
2
"
8"
/
1
2
"
8" / 12"
RP-01
RP-01
RP-01
RP-01
RP-03 RP-03 RP-03 RP-03
RP-03
RP-03RP-03
RP-04
RP-04
RP-04
RP-04
RP-04
RP-04
2' - 0"
2'
-
0
"
2' - 0"
2'
-
0
"
RP-07
RP-07
1/2" / 12"
1/
2
"
/
1
2
"
RP-07
1/2" / 12"
1/2" / 12"
1/
2
"
/
1
2
"
RP-05
RP-02
RP-02RP-03 RP-03 RP-03
RP-04
8" / 12"
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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2/5/2024 1:41:26 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A1.9
RO
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970
SU
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FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:3/32" = 1'-0"
BUILDING A - ROOF PLAN
NORTH
KeynoteS
RP-01 ASPHALT SHINGLES
RP-02 RETAIL WINDOW CANOPY - SEE SHEET A4.11
RP-03 SLATTED CANOPY - SEE SHEET A4.10
RP-04 STRUCTURE BELOW
RP-05 MAIN ENTRANCE CANOPY - SEE SHEET A4.9
RP-07 EPDM ROOF
NOTES:
1. ALL EAVES ARE TO BE 1'-0" FROM
FACE OF stud except the tower
roof, which is to be 2'-0" from
stud.
2. ALL ROOFS ARE TO HAVE A 5/12
SLOPE EXCEPT THE TOWER ROOF,
WHICH IS TO HAVE A 8/12 SLOPE.
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
EA
A
A
A
A
A
A
A
B
B
BA
A
A
AA
A
A
AB
B
B
A
A
A
A
A
A
A
A
E
E E
E
E C
C
C
CE
E
E
E
A105BA109B
B B
EL-03
EL-11
EL-06
EL-07
EL-16
EL-04
EL-01
EL-01
EL-01
EL-06
EL-06
EL-08
EL-08
EL-04
EL-05
EL-16
13
'
-
3
3
/
4
"
1'
-
0
1
/
4
"
8'
-
0
"
A2.7
1
EL-13
EL-10
4'
-
1
0
"
EL-18EL-13
4'
-
1
0
"
EL-13
EL-13
EL-21EL-22 EL-22EL-22
EL-10
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
C C C
F F F
DDD
CCC
C C C
CCC
C C C
H
A101A
EL-06
EL-15
EL-03
EL-05
EL-01
EL-01
EL-04
EL-07
EL-03
EL-16
EL-06
EL-11 EL-11
EL-04
A2.5
A
A
A A
A B
B A A
AA
J
EL-07
EL-08
EL-08
EL-18
5'
-
0
"
5'
-
0
"
4'
-
1
0
"
4'
-
1
0
"
A2.6
C
EL-10EL-10
EL-13
EL-13
EL-13 EL-13
6'
-
0
"
1'
-
0
"
9'
-
1
0
1
3
/
3
2
"
8'
-
0
"
EL-21
EL-20
EL-21
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
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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2/5/2024 1:41:29 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A2.1
EX
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970
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FEB 2024
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FEB 2024
BY
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SCALE:1/8" = 1'-0"
BUILDING A -SOUTH ELEVATION 2
A2.1
SCALE:1/8" = 1'-0"
BUILDING A -EAST ELEVATION 1
A2.1
KeynoteS
EL-01 ASPHALT SHINGLE ROOF
EL-03 SLATTED CANOPY - SEE SHEET A4.10
EL-04 METAL FASCIA
EL-05 LARGE EIFS WALL CAP (BLACK) - SEE DETAIL
D/A2.6
EL-06 BRICK
EL-07 EIFS - COLOR 1 (LIGHT)
EL-08 EIFS - COLOR 2 (DARK)
EL-10 EIFS REVEAL DETAIL - SEE DETAIL F/A2.6
EL-11 ARRIS-TILE (LIMESTONE)
EL-13 LIGHTING FIXTURE - SEE ELECTRICAL
EL-15 METAL RAILING
EL-16 SMALL EIFS WALL CAP (BLACK) - SEE DETAIL
E/A2.6
EL-18 LINEAR LIGHT FIXTURE - SEE ELECTRICAL
EL-20 METAL SIGNAGE - "SITKA DISPLAY" FONT - 15"
TALL LETTERS (BLACK)
EL-21 PRECAST CONCRETE WINDOW SILL
EL-22 SOLDIER COURSE BRICK WINDOW SILL
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
A
A
A
A
B
B
B A
A
A A
A
A B
B A
A A
A
C C C
D D D
FFF
E
E
E A
A
A
A G A A G A A
AA
A109A
B
EL-01 EL-01
EL-01
EL-04
EL-04
EL-05
EL-05 EL-05
EL-05
EL-07
EL-08
EL-03EL-03
EL-03
EL-03
EL-03
EL-15
EL-12EL-12
EL-06
EL-06
EL-11EL-11
EL-08 EL-08
EL-07 EL-07
EL-09
13
'
-
3
3
/
4
"
10
'
-
0
"
1'
-
0
"
10
'
-
0
"
1'
-
0
"
10
'
-
0
"
2'
-
0
"
A2.6
A
EL-10EL-10
A2.7
A
EL-12
EL-12
A2.7
A mirr.EL-12
6'
-
0
"
6'
-
0
"
EL-21
EL-13
EL-13
EL-20
EL-13EL-13
12
'
-
0
"
EL-17
EL-18
EL-07
A
A4.10B
A4.10
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
A
A3.1
E
E
E
A110B
EL-03
EL-06
EL-11
EL-08
EL-04
EL-01
EL-08
EL-08
EL-06
EL-05
ROOF CONTINUES BETWEEN
BUILDING A AND B
EL-16
EL-01
EL-07
EL-03
EL-04
EL-16
E E
E E
E E
E
EL-10
EL-10
EL-07
EL-06
EL-07
EL-13
EL-18
EL-13
8'
-
0
"
1'
-
0
"
EL-22
EL-13
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
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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2/5/2024 1:41:31 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A2.2
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970
SU
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FEB 2024
JRN
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FEB 2024
BY
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SCALE:1/8" = 1'-0"
BUILDING A -NORTH ELEVATION 2
A2.2
SCALE:1/8" = 1'-0"
BUILDING A -WEST ELEVATION 1
A2.2
KeynoteS
EL-01 ASPHALT SHINGLE ROOF
EL-03 SLATTED CANOPY - SEE SHEET A4.10
EL-04 METAL FASCIA
EL-05 LARGE EIFS WALL CAP (BLACK) - SEE DETAIL
D/A2.6
EL-06 BRICK
EL-07 EIFS - COLOR 1 (LIGHT)
EL-08 EIFS - COLOR 2 (DARK)
EL-09 EIFS ENTABLATURE - SEE DETAIL B/A2.6
EL-10 EIFS REVEAL DETAIL - SEE DETAIL F/A2.6
EL-11 ARRIS-TILE (LIMESTONE)
EL-12 EXTERIOR METAL PANELING
EL-13 LIGHTING FIXTURE - SEE ELECTRICAL
EL-15 METAL RAILING
EL-16 SMALL EIFS WALL CAP (BLACK) - SEE DETAIL
E/A2.6
EL-17 MAIN ENTRANCE CANOPY ROOF - SEE SHEET
A4.9
EL-18 LINEAR LIGHT FIXTURE - SEE ELECTRICAL
EL-20 METAL SIGNAGE - "SITKA DISPLAY" FONT - 15"
TALL LETTERS (BLACK)
EL-21 PRECAST CONCRETE WINDOW SILL
EL-22 SOLDIER COURSE BRICK WINDOW SILL
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
A
A3.1
EL-08
EL-07
EL-01
EL-06
EL-06
EL-11
EL-08
EL-07
EL-04 EL-04
EL-03
EL-05
EL-16
B105B
E
E
E
ROOF CONTINUES BETWEEN
BUILDING A AND B
EL-10
EL-10
EL-18
1'
-
0
"
10
'
-
0
"
EL-13
EL-13
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
B
B
B B
B
B A
A A
A
A
AA
AAA
A A
A
AA
A
A
A
A
AA
A
A
A BB EL-06
EL-08
EL-08
EL-06
EL-08
EL-08
EL-01
EL-01
EL-04EL-04
EL-10
EL-10
EL-22
4'
-
1
0
"
EL-22EL-13EL-22EL-13EL-22
4'
-
1
0
"
EL-22
8'
-
0
"
EL-03
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
11
5
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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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2/5/2024 1:41:33 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A2.3
EX
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I
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S
970
SU
N
D
A
N
C
E
T
O
W
N
C
E
N
T
E
R
FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:1/8" = 1'-0"
BUILDING B -EAST ELEVATION 1
A2.3
SCALE:1/8" = 1'-0"
BUILDING B -SOUTH ELEVATION 2
A2.3
KeynoteS
EL-01 ASPHALT SHINGLE ROOF
EL-03 SLATTED CANOPY - SEE SHEET A4.10
EL-04 METAL FASCIA
EL-05 LARGE EIFS WALL CAP (BLACK) - SEE DETAIL
D/A2.6
EL-06 BRICK
EL-07 EIFS - COLOR 1 (LIGHT)
EL-08 EIFS - COLOR 2 (DARK)
EL-10 EIFS REVEAL DETAIL - SEE DETAIL F/A2.6
EL-11 ARRIS-TILE (LIMESTONE)
EL-13 LIGHTING FIXTURE - SEE ELECTRICAL
EL-16 SMALL EIFS WALL CAP (BLACK) - SEE DETAIL
E/A2.6
EL-18 LINEAR LIGHT FIXTURE - SEE ELECTRICAL
EL-22 SOLDIER COURSE BRICK WINDOW SILL
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
B100A B103A B104A
E
E E
EE
E
13
'
-
3
3
/
4
"
EL-01
EL-08
EL-04
EL-11
EL-08
EL-07
EL-06
EL-05
EL-03
8'
-
0
"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
A
A3.3
E
E
E
E A
A
A
A A
A
A
A B
B
B
G A
A
A
A A
A
A
A G
B
B
B A
A
A
A A
A
A
A
EL-06
EL-07
EL-08
EL-01 EL-01
EL-06
EL-08
EL-08
EL-07
EL-12EL-11EL-12EL-11EL-12
EL-03
EL-05
EL-04
EL-04
EL-05
EL-16
EL-16
EL-03
EL-10
EL-10
EL-12EL-12
A2.7
A
A2.7
A mirr.
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
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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Dr
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2/5/2024 1:41:35 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A2.4
EX
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970
SU
N
D
A
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FEB 2024
JRN
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FEB 2024
BY
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SCALE:1/8" = 1'-0"
BUILDING B -WEST ELEVATION 1
A2.4
SCALE:1/8" = 1'-0"
BUILDING B -NORTH ELEVATION 2
A2.4
KeynoteS
EL-01 ASPHALT SHINGLE ROOF
EL-03 SLATTED CANOPY - SEE SHEET A4.10
EL-04 METAL FASCIA
EL-05 LARGE EIFS WALL CAP (BLACK) - SEE DETAIL
D/A2.6
EL-06 BRICK
EL-07 EIFS - COLOR 1 (LIGHT)
EL-08 EIFS - COLOR 2 (DARK)
EL-10 EIFS REVEAL DETAIL - SEE DETAIL F/A2.6
EL-11 ARRIS-TILE (LIMESTONE)
EL-12 EXTERIOR METAL PANELING
EL-16 SMALL EIFS WALL CAP (BLACK) - SEE DETAIL
E/A2.6
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
H
A101A
3'
-
0
"
19
'
-
0
"
6'
-
0
"
1'
-
0
"
12
'
-
0
"
2' - 6"14' - 0"2' - 6"13' - 1 1/2"2' - 6"
EL-11EL-11
B
A2.5
J
C/O LIGHT FIXTURE
6' - 0"
8' - 0" FIXTURE HEIGHT
EL-18
EL-18
EL-17
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
3' - 0"
1' - 0"
4' - 5"
13' - 7"
H
A101A
EL-11
EL-11
EL-17
EL-18
2'-10"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"11
5
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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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:
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2/5/2024 1:41:35 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A2.5
EX
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E
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970
SU
N
D
A
N
C
E
T
O
W
N
C
E
N
T
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FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:1/2" = 1'-0"
DETAIL ELEVATION -EAST ENTRANCE A
A2.5SCALE:1/2" = 1'-0"
DETAIL SECTION -EAST ENTRANCE B
A2.5
KeynoteS
EL-11 ARRIS-TILE (LIMESTONE)
EL-17 MAIN ENTRANCE CANOPY ROOF - SEE SHEET
A4.9
EL-18 LINEAR LIGHT FIXTURE - SEE ELECTRICAL
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
C
D
C
D
C
D
FFF
6'
-
0
"
15
'
-
6
1
/
4
"
6"
3'
-
0
"
1'
-
6
"
11' - 4"
9"9"9"9"9"9"9"9"
1'
-
6
"
21'-0"
B
A2.6
EL-06
EL-07
EL-05
EL-08
EL-13
EL-13 EL-20
9'
-
6
"
EL-19
EL-21
EL-19
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
C C C
DDD
F F F
9"9"9"9"9"9"9"9"
1'
-
6
"
6'
-
0
"
1'
-
6
"
3'
-
0
"
6"
15
'
-
6
1
/
4
"
11
'
-
4
"
B
A2.6
EL-20
EL-13
EL-07
EL-08
EL-06
EL-13
21'-0"
9'
-
6
"
EL-19
EL-21
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 3RD FLOOR
120' -6 1/4"
2"5 1/8"
1'
-
6
"
3'
-
0
"
6"
4"
A2.6
D
5'
-
0
"
F.F. 3RD FLOOR
120' -6 1/4"
2"1"1"
6"
8"
4"
4"
1"
6"
1"
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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2/5/2024 1:41:36 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A2.6
EX
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970
SU
N
D
A
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FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:3/8" = 1'-0"
DETAIL ELEVATION -RETAIL NORTH A
A2.6
KeynoteS
EL-05 LARGE EIFS WALL CAP (BLACK) - SEE DETAIL
D/A2.6
EL-06 BRICK
EL-07 EIFS - COLOR 1 (LIGHT)
EL-08 EIFS - COLOR 2 (DARK)
EL-13 LIGHTING FIXTURE - SEE ELECTRICAL
EL-19 RETAIL WINDOW CANOPY - SEE SHEET A4.11
EL-20 METAL SIGNAGE - "SITKA DISPLAY" FONT - 15"
TALL LETTERS (BLACK)
EL-21 PRECAST CONCRETE WINDOW SILL
SCALE:3/8" = 1'-0"
DETAIL ELEVATION -RETAIL EAST C
A2.6
SCALE:1" = 1'-0"
Detail -Retail EIFS Entablature B
A2.6
SCALE:3" = 1'-0"
DETAIL -LARGE EIFS WALL CAP D
A2.6SCALE:3" = 1'-0"
DETAIL -SMALL EIFS WALL CAP E
A2.6SCALE:3" = 1'-0"
DETAIL -EIFS NOTCH REVEAL F
A2.6
see wall types
for wall details
brick facade
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
G
B
B
B
6'
-
0
"
-
L
I
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H
T
F
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X
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E
4'
-
1
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"
-
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F
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E
4'
-
1
0
"
4'
-
1
0
"
8"8"
8"8"
8"8"
8"8"
EL-11
EL-06
EL-08
EL-08
EL-07
EL-07
EL-04
EL-13
EL-13
EL-15
EL-05
EL-12
EL-10
EL-10
13
'
-
3
3
/
4
"
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A
L
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C
A
P
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
B
B
B
B
4'
-
1
0
"
4'
-
1
0
"
4'
-
1
0
"
4'
-
1
0
"
8"8"
8"8"
8"8"
8"8"
EL-07
EL-08
EL-07
EL-06
EL-16
EL-10
EL-10
EL-13
EL-13
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
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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Dr
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2/5/2024 1:41:37 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A2.7
EX
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970
SU
N
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FEB 2024
JRN
JRW
FEB 2024
BY
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KeynoteS
EL-04 METAL FASCIA
EL-05 LARGE EIFS WALL CAP (BLACK) - SEE DETAIL
D/A2.6
EL-06 BRICK
EL-07 EIFS - COLOR 1 (LIGHT)
EL-08 EIFS - COLOR 2 (DARK)
EL-10 EIFS REVEAL DETAIL - SEE DETAIL F/A2.6
EL-11 ARRIS-TILE (LIMESTONE)
EL-12 EXTERIOR METAL PANELING
EL-13 LIGHTING FIXTURE - SEE ELECTRICAL
EL-15 METAL RAILING
EL-16 SMALL EIFS WALL CAP (BLACK) - SEE DETAIL
E/A2.6
SCALE:1/2" = 1'-0"
DETAIL ELEVATION -LIVING ROOM WINDOWS -NORTH A
A2.7SCALE:1/2" = 1'-0"
DETAIL ELEVATION -LIVING ROOM WINDOWS -SOUTH 1
A2.7
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
T.O. FOOTER
97' -0"
A
A3.1
RETAIL
LOBBY
STUDY
NOOK
?
LOUNGE
GYM
UNIT A300
UNIT A400
FIRE
RISER
UPPER
LOBBY
A3
A3A1
A1A4
A4
A111AA103A
A201A
A105A
A203A
A302A
A402A
T.O. FOOTER
97' -0"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
T.O. FOOTER
97' -0"
C
A3.1
B
A3.1
HALL
HALL
HALL
HALLA109B
E
E
E
A2
A2
A2
A2 A1
A1
A1
A1 A1 A2
A2A1
A1 A2
A2A1
E
E
E
E
A106A
B
B
T.O. FOOTER
97' -0"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
T.O. FOOTER
97' -0"
A
A3.1
UNIT A401 UNIT A402
UNIT A302UNIT A301
UNIT A201 UNIT A202
UNIT A101 UNIT A102
HALL
HALL
HALL
HALL
A6
A6
A6 A6
A6
A6
A6A6
BS-01BS-01
BS-02 BS-02
BS-03
BS-04
BS-05
BS-06
BS-07BS-07
BS-08 BS-09
BS-08
BS-10
BS-10
BS-12
BS-12
BS-13
BS-13
BS-14
BS-13
BS-13
BS-15
BS-15
BS-16
T.O. FOOTER
97' -0"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
11
5
2
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3
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2
7
1
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W
W
.
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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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i
n
g
T
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:
®
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2/5/2024 1:41:38 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A3.1
BU
I
L
D
I
N
G
S
E
C
T
I
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N
S
970
SU
N
D
A
N
C
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N
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E
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FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:1/8" = 1'-0"
BUILDING A -SECTION B C
A3.1
SCALE:1/8" = 1'-0"
BUILDING A -SECTION C A
A3.1
SCALE:1/8" = 1'-0"
BUILDING A -SECTION A B
A3.1
KeynoteS
BS-01 FOOTING - SEE STRUCT.
BS-02 FOUNDATION WALL - SEE STRUCT.
BS-03 ASPHALT EMULSION
BS-04 COMPACTED ENGINEERED FILL
BS-05 UNDERSLAB VAPOR BARRIER
BS-06 4" CONCRETE SLAB - SEE STRUCT.
BS-07 2" RIGID FOUNDATION INSULATION
BS-08 BRICK - SEE EXT. ELEV.
BS-09 FAUX STONE TILE - SEE EXT. ELEV.
BS-10 EIFS - SEE EXT. ELEV.
BS-12 EXTERIOR BATT INSULATION
BS-13 SOUND ATTENUATION INSULATION
BS-14 BLOWN-IN ROOF INSULATION
BS-15 1 1/4" GYP. CRETE OVER 3/4" FLOOR SHEATHING
OVER 11 7/8" TJI OVER RESILIENT CHANNELS
OVER (2) LAYERS 5/8" TYPE 'X' GYP. BOARD.
BS-16 PRE-ENGINEERED TRUSSES
5/8" TYPE 'X' GYP.
BD. EA. SIDE
SOUND ATTENUATION
BALL INSULATION
5/8" TYPE 'X' GYP.
BD. EA. SIDE
DOUBLE 2x6 STUD
WALL @ 16" O.C.
STAGGER STUD
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
1 HOUR FIRE RATED
SOUND ATTENUATION
(2) 5/8" TYPE 'X' GYP.
BD. EA. SIDE
SOUND ATTENUATION
BALL INSULATION
(2) 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
CHANNEL @ 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
1 1/2" RESILIENT
CHANNEL @ 16"
O.C.
(2) LAYERS 5/8" TYPE
'X' GYP. BD. JAT
CEILING
INSULATION R-21
F.F. 4TH FLOOR
130' -8 3/4"
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
1/2" AIR BARRIER
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
BRICK VENEER
EIFS
vapor barrier
metal lath
efis finish
(base code)
efis finish
(finish code)
1" RIGID INSULATION
vapor barrier
floor sheathing
1 1/2" RESILIENT
CHANNEL @ 16"
O.C.
eifs wall cap -see
elevations for profilesF.F. 2ND FLOOR
110' -3 3/4"
5/8" TYPE 'X' GYP.
BD. EA. SIDE
(2) 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
stone VENEER
1/2" AIR BARRIER
stone VENEER
1" RIGID INSULATION
vapor barrier
5/8" TYPE 'X'
GYP. BD. EA. SIDE
2x6 STUD WALL
@ 16" O.C.
INSULATION R-21
metal siding
metal siding
1" RIGID INSULATION
vapor barrier
5/8" TYPE 'X'
GYP. BD. EA. SIDE
2x6 STUD WALL
@ 16" O.C.
INSULATION R-21
(2) 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
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:
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2/5/2024 1:41:39 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A3.2
WA
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970
SU
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FEB 2024
Author
Checker
FEB 2024
BY
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SCALE:1 1/2" = 1'-0"
DETAIL 11
A3.2SCALE:1 1/2" = 1'-0"
DETAIL 6
A3.2
SCALE:1 1/2" = 1'-0"
DETAIL 2
A3.2
SCALE:1 1/2" = 1'-0"
DETAIL 8
A3.2 SCALE:1 1/2" = 1'-0"
DETAIL 10
A3.2SCALE:1 1/2" = 1'-0"
DETAIL 7
A3.2
WT6 WT7
WT2
WT8 WT10 WT11
SCALE:1 1/2" = 1'-0"
DETAIL 1
A3.2
WT1A
SCALE:1 1/2" = 1'-0"
DETAIL 9
A3.2
SCALE:1 1/2" = 1'-0"
Section 1 3
A3.2
WT3
SCALE:1 1/2" = 1'-0"
Section 3 4
A3.2
WT4
SCALE:1 1/2" = 1'-0"
Section 2 5
A3.2
WT5
WT9
WT1B
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
T.O. FOOTER
97' -0"
5' - 0 7/8"
5' - 1 5/8"
5' - 1 5/8"
5' - 0 7/8"
5' - 1 1/2"
5' - 2 1/4"
T.O. FOOTER
97' -0"
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -8 3/4"
TOP OF WALL
139' -9 7/8"
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
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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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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A3.3
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970
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FEB 2024
JRN
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FEB 2024
BY
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SCALE:1/4" = 1'-0"
TYPICAL STAIR SECTION A
A3.3
SCALE:1 1/2" = 1'-0"
DETAIL B
A3.3
SCALE:3/4" = 1'-0"
DETAIL C
A3.3
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.
KEY 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 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
22
16
17
17
21
20
20
20
6
F.F. FIRST FLOOR
ELEV100'-0"
F.F. SECOND FLOOR
ELEV110'-3 3/4"
F.F. THIRD FLOOR
ELEV120'-6 1/4"
F.F. FOURTH FLOOR
ELEV130'-8 3/4"
TOP OF WALL
ELEV139'-9 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
12
2
A3.4
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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Dr
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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A3.4
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FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:1/4" = 1'-0"
DETAIL B
A3.4 SCALE:1/4" = 1'-0"
SECTION -ELEVATOR A
A3.4
DW
GYP. BD.
TEXTURE AND
PAINT (TYP)
recessed
shelving
base -see
finish plan
36
"
16
3
/
4
"
18
"
12
"
12
"
2'-0"
F.F. 4TH FLOOR
130' -8 3/4"
tub surround
bath tub
28" MIN.
6'
-
6
"
F.F. 4TH FLOOR
130' -8 3/4"
gyp. bd.
texture and
paint (typ)
5'
-
0
"
1'
-
6
"
base -see
finish plan
tub surround
bath tub
F.F. 4TH FLOOR
130' -8 3/4"
A4.1D
A4.1
E
A4.1P
A
C
B
H
G
F
R
Q
N
A4.1
A4.1
U
A4.1
S
T
A4.1 T MI
R
R
.
RE
F
.
RE
F
.
W/D
11'-8 1/2"15'-3"23'-4 5/8"
5'-9 5/8"5'-2 1/8"4'-3 1/4"5'-6 1/4"6'-2 1/4"5'-6 1/4"5'-11 3/4"5'-8 1/4"6'-2 3/8"
6'-2 3/4"2'-6 1/2"3'-11 1/2"5'-6 3/4"10'-4 3/4"5'-1"9'-6 3/4"5'-6 3/4"1'-5 3/8"
2'-6 5/8"3'-0 1/8"2'-9"2'-4"
7'
-
0
7
/
8
"
18
'
-
4
1
/
2
"
2'
-
1
0
"
8'
-
2
3
/
8
"
4'
-
4
3
/
4
"
10
'
-
0
1
/
4
"
5'-4"4'-4 3/4"2'-4 3/4"14'-7 1/2"2'-4 3/4"4'-4 3/4"4'-10 1/2"4'-10 1/2"4'-4 3/4"2'-7 3/8"
1'
-
8
1
/
8
"
5'
-
4
3
/
4
"
4'
-
0
3
/
4
"
2'
-
4
3
/
4
"
4'
-
4
3
/
4
"
7'
-
6
1
/
4
"
1'
-
8
"
9'
-
6
1
/
4
"
3'
-
4
3
/
4
"
2'
-
1
1
/
4
"
5'
-
0
5
/
8
"
3'
-
1
1
3
/
4
"
8
3
/
4
"
1'
-
8
"
4'
-
4
3
/
4
"
8'
-
6
1
/
4
"
5'
-
4
3
/
4
"
4'
-
8
"
2'
-
3
"
13
'
-
1
5
/
8
"
A4.1
L
M
J
K
50'-4 1/8"
25
'
-
5
3
/
8
"
50'-4 1/8"
nOTE:ALL OTHER
INTERIAR WALL ARE WT10
WT7 WT7
WT7
25
'
-
5
3
/
8
"
6'
-
6
"
2'-8"
TUB
SURROUND
BATH TUB
MIRROR
3'
-
0
"
3/A5.1
30"
5/A5.1
12"
FILLER
1 1/2"WOOD
F.F. 4TH FLOOR
130' -8 3/4"
GYP. BD.
TEXTURE AND
PAINT (TYP)
6'
-
6
"
2'-8"
MIRROR
tub
surround
bath tub
base -see
finish plan
3'
-
0
"
3/A5.1
2'-3"
5/A5.1
1'-3"
FILLER
2"WOOD
F.F. 4TH FLOOR
130' -8 3/4"
GYP. BD.
TEXTURE AND
PAINT (TYP)
3'
-
0
"
2'-0"
base -see
finish plan
F.F. 4TH FLOOR
130' -8 3/4"
BASE -SEE
finish plan
2'-8"
6'
-
6
"
F.F. 4TH FLOOR
130' -8 3/4"
GYP. BD.
TEXTURE AND
PAINT (TYP)
TUB
SURROUND
BATH TUB
1'
-
6
"
5'
-
0
"
F.F. 4TH FLOOR
130' -8 3/4"
GYP. BD.
TEXTURE AND
PAINT (TYP)
FILLER
1 1/2"WOOD
1/A5.1
27"
1/A5.1
15"30"
4/A5.1
18"
1/A5.1
27"
FILLER
1 1/2"WOOD
BASE -SEE
finish plan
FILLER
1 1/2"WOOD
7/A5.1
27"
7/A5.1
15"
8/A5.1
30"
7/A5.1
15"
7/A5.1
30"
FILLER
1 1/2"WOOD
7'
-
0
"
3'
-
0
"
1'
-
6
"
2'
-
6
"
12
"
F.F. 4TH FLOOR
130' -8 3/4"
BASE -SEE
finish plan
SOFFIT
F.F. 4TH FLOOR
130' -8 3/4"
WINDOW -SEE
SCHEDULE
BASE -SEE
finish plan
B
F.F. 4TH FLOOR
130' -8 3/4"
SOFFIT
GYP. BD.
TEXTURE AND
PAINT (TYP)
30"30"
3'
-
0
"
1'
-
6
"
2'
-
6
"
OPEN
F.F. 4TH FLOOR
130' -8 3/4"
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.
FINISHED
END
PANEL
3'
-
0
"
7'-0"
2/A5.1
36"23"
PANEL
2"END
F.F. 4TH FLOOR
130' -8 3/4"
FINISHED
END
PANEL
6"3'-0"
3'
-
0
"
F.F. 4TH FLOOR
130' -8 3/4"
FINISHED
ISLAND
PANEL 3'
-
0
"
7'-0"
F.F. 4TH FLOOR
130' -8 3/4"
6'
-
6
"
base -see
finish plan
tub
surround
bath tub
2'-8"
hatching
indicates req'd
reinforced
area
GYP. BD.
TEXTURE AND
PAINT (TYP)MIRROR
base -see
finish plan
FILLER
1"WOOD
5/A5.1
15"
3/A5.1
27"
3'
-
0
"
2'-8"
hatching
indicates req'd
reinforced
area
1'
-
6
"
5'
-
0
"
GYP. BD.
TEXTURE AND
PAINT (TYP)
tub
surround
bath tub
11
5
2
B
O
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D
A
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B
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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
W
W
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
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:
Dr
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2/5/2024 1:41:42 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A4.1
TY
P
.
3
B
E
D
R
O
O
M
U
N
I
T
-
T
Y
P
E
B
970
SU
N
D
A
N
C
E
T
O
W
N
C
E
N
T
E
R
FEB 2024
JLL
JRW
FEB 2024
BY
U
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-
A
P
P
R
O
V
E
D
S
T
U
D
E
N
T
H
O
U
S
I
N
G
SCALE:1/4" = 1'-0"
ELEVATION A
A4.1 SCALE:1/4" = 1'-0"
ELEVATION B
A4.1 SCALE:1/4" = 1'-0"
ELEVATION C
A4.1
SCALE:3/16" = 1'-0"
ENLARGED PLAN -TYPICAL 3 BED APT -TYPE B 1
A4.1
SCALE:1/4" = 1'-0"
ELEVATION D
A4.1
SCALE:1/4" = 1'-0"
ELEVATION G
A4.1 SCALE:1/4" = 1'-0"
ELEVATION H
A4.1
SCALE:1/4" = 1'-0"
ELEVATION E
A4.1 SCALE:1/4" = 1'-0"
ELEVATION F
A4.1
SCALE:3/16" = 1'-0"
RCP -TYPICAL 3 BEDROOM APT -TYPE B 2
A4.1
SCALE:1/4" = 1'-0"
ELEVATION N
A4.1
SCALE:1/4" = 1'-0"
ELEVATION P
A4.1
SCALE:1/4" = 1'-0"
ELEVATION Q
A4.1 SCALE:1/4" = 1'-0"
ELEVATION R
A4.1
SCALE:1/2" = 1'-0"
ELEVATION S
A4.1 SCALE:1/2" = 1'-0"
ELEVATION T
A4.1 SCALE:1/2" = 1'-0"
ELEVATION U
A4.1
SCALE:1/4" = 1'-0"
ELEVATION L
A4.1
SCALE:1/4" = 1'-0"
ELEVATION M
A4.1
SCALE:1/4" = 1'-0"
ELEVATION J
A4.1 SCALE:1/4" = 1'-0"
ELEVATION K
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.
UNIT A101
TYPE B
SEE A4.2
OFFICE
A111
50'-3 1/2"
7'-3"9'-8 3/4"4'-11"10'-6 3/4"5'-6 3/4"3'-6"2'-10"5'-11 1/4"
2'-6 5/8"3'-0 1/8"2'-7 1/4"2'-3 3/4"
25
'
-
1
0
7
/
8
"
7'
-
2
"
18
'
-
8
7
/
8
"
23'-4"15'-3"11'-8 1/2"
50'-3 1/2"
5'-6 1/2"6'-2"11'-3 1/4"3'-11 3/4"5'-6 1/4"5'-8 1/4"5'-11 3/4"6'-1 3/4"
5'-8 5/8"5'-6 5/8"
25
'
-
1
0
7
/
8
"
18
'
-
8
"
7'
-
2
7
/
8
"
2'
-
8
1
/
4
"
5'
-
1
1
/
2
"
4'
-
4
3
/
4
"
1'
-
4
"
1'
-
0
3
/
4
"
4'
-
0
3
/
4
"
5'
-
6
3
/
4
"
9
1
/
8
"
11
"
4'-10 1/2"4'-4 3/4"2'-4 3/4"14'-7 1/2"2'-4 3/4"4'-4 3/4"5'-1"
8'
-
0
1
/
4
"
4'
-
1
1
/
4
"
1'
-
7
1
/
2
"
1'
-
0
3
/
4
"
3'
-
8
1
/
4
"
2'
-
0
5
/
8
"
3'
-
3
1
/
2
"
2'
-
0
1
/
2
"
1'-8"A4.2
E
F
G
HA4.2
A
B
C
D
A4.2 K
A4.2 P
J
M
L
N
R
Q
A4.2
U
A4.2 T
A4.2
S
WT7WT7
nOTE:ALL OTHER
INTERIAR WALL ARE WT10
2'-0"
3'
-
0
"
6'
-
6
"
2'-8"
gyp. bd.
texture and
paint (typ)
base -see
finish plan
tub
surround
bath tub
hatching
indicates req'd
reinforced
area
1'
-
6
"
5'
-
0
"
6'
-
6
"
2'-0"
3'
-
0
"
hatching
indicates req'd
reinforced
area
gyp. bd.
texture and
paint (typ)
tub
surround
bath tub
FILLER
1"WOOD
5/A5.1
15"
3/A5.1
27"
3'
-
0
"
MIRROR
gyp. bd.
texture and
paint (typ)
base -see
finish plan
2'
-
6
"
12'-0"
2'-0"3'-0"
gyp. bd.
texture and
paint (typ)
24"
COUNTERTOP
COUNTERTOP
SUPPORT
BRACKET
base -see
finish plan
A
gyp. bd.
texture and
paint (typ)
base -see
finish plan
2'
-
6
"
2'-0"
gyp. bd.
texture and
paint (typ)
24" COUNTERTOP
COUNTERTOP
SUPPORT
BRACKET
base -see
finish plan
2'
-
6
"
2'-0"
gyp. bd.
texture and
paint (typ)
24" COUNTERTOP
COUNTERTOP
SUPPORT
BRACKET
base -see
finish plan
30"30"
7'
-
0
"
3'
-
0
"
1'
-
6
"
2'
-
6
"
OPEN
SOFFIT
GYP. BD.
TEXTURE AND
PAINT (TYP)
base -see
finish plan
B
SOFFIT
GYP. BD.
TEXTURE AND
PAINT (TYP)
base -see
finish plan
FILLER
1 1/2"WOOD
7/A5.1
30"
7/A5.1
15"
8/A5.1
30"
7/A5.1
15"
7/A5.1
27"
FILLER
1 1/2"WOOD
FILLER
1 1/2"WOOD
1/A5.1
27"
4/A5.1
18"30"
1/A5.1
15"
1/A5.1
27"
FILLER
1 1/2"WOOD
2'
-
6
"
1'
-
6
"
3'
-
0
"
7'
-
0
"
12
"
3'
-
0
"
7'-0"
FINISHED
ISLAND
PANEL
3'-6"
3'
-
0
"
FINISHED
END
PANEL
3'
-
0
"
FILLER
2"WOOD 23"36"
7'-0"
FINISHED
END
PANEL
1'
-
6
"
5'
-
0
"
tub
surround
bath tub
6'
-
6
"
2'-8"
gyp. bd.
texture and
paint (typ)
base -see
finish plan
2'-8"
6'
-
6
"
FILLER
2"WOOD
5/A5.1
15"
3/A5.1
27"
MIRROR
tub
surround
bath tub
3'
-
0
"
11
5
2
B
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D
A
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4
4
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2
0
8
)
3
5
9
-
2
3
0
9
F
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(
2
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8
)
3
5
9
-
2
2
7
1
W
W
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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2/5/2024 1:41:43 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A4.2
MA
N
A
G
E
R
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S
U
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W
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O
F
F
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970
SU
N
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A
N
C
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T
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FEB 2024
JLL
JRW
FEB 2024
BY
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P
R
O
V
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D
S
T
U
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H
O
U
S
I
N
G
SCALE:3/16" = 1'-0"
RCP -UNIT AND MANAGER'S OFFICE -TYPE B 2
A4.2
SCALE:3/16" = 1'-0"
ENLARGED PLAN -UNIT AND MANAGER'S OFFICE -TYPE B 1
A4.2
SCALE:1/4" = 1'-0"
ELEVATION H
A4.2
SCALE:1/4" = 1'-0"
ELEVATION A
A4.2 SCALE:1/4" = 1'-0"
ELEVATION B
A4.2 SCALE:1/4" = 1'-0"
ELEVATION C
A4.2 SCALE:1/4" = 1'-0"
ELEVATION D
A4.2
SCALE:1/4" = 1'-0"
ELEVATION K
A4.2 SCALE:1/4" = 1'-0"
ELEVATION L
A4.2
SCALE:1/4" = 1'-0"
ELEVATION M
A4.2
SCALE:1/4" = 1'-0"
ELEVATION J
A4.2
SCALE:1/4" = 1'-0"
ELEVATION P
A4.2 SCALE:1/4" = 1'-0"
ELEVATION Q
A4.2
SCALE:1/4" = 1'-0"
ELEVATION R
A4.2
SCALE:1/4" = 1'-0"
ELEVATION N
A4.2
SCALE:1/2" = 1'-0"
ELEVATION U
A4.2SCALE:1/2" = 1'-0"
ELEVATION T
A4.2SCALE:1/2" = 1'-0"
ELEVATION S
A4.2
SCALE:1/4" = 1'-0"
ELEVATION F
A4.2 SCALE:1/4" = 1'-0"
ELEVATION G
A4.2
SCALE:1/4" = 1'-0"
ELEVATION E
A4.2
DW
A4.3
D
C
B
A
A4.3 E
F
G
H
A4.3 Q
R
S
PA4.3VA4.3
A4.3
U
T
A4.3
UMIRR.
REF.REF.
COMBO
A4.3M
L
K
J
A4.3N
3'-0"6'-8 3/4"11 5/8"4'-4 3/4"8'-9 7/8"
23'-11"
12
'
-
1
1
/
2
"
10
'
-
9
3
/
4
"
3'
-
1
1
3
/
4
"
11
'
-
9
1
/
4
"
11
'
-
7
3
/
8
"
50
'
-
3
5
/
8
"
6'
-
2
1
/
4
"
6'
-
6
"
5'
-
6
3
/
4
"
10
'
-
4
3
/
4
"
4'
-
8
"
9'
-
4
3
/
4
"
5'
-
6
3
/
4
"
2'
-
0
3
/
8
"
50
'
-
3
5
/
8
"
7'-2 7/8"18'-8 1/8"
25'-11"
2'-9 7/8"2'-6 1/2"
2'
-
4
3
/
4
"
4'
-
4
3
/
4
"
4'
-
1
1
3
/
4
"
4'
-
9
1
/
4
"
4'
-
4
3
/
4
"
2'
-
7
3
/
8
"
5'-6 3/4"5'-8 3/8"2'-8 1/4"11'-11 5/8"
7'-7 3/8"3'-7 3/4"1'-0 3/4"10'-10 3/4"3'-8 3/8"
1'
-
7
3
/
4
"
3'
-
0
1
/
4
"
5'
-
4
"
3'
-
8
1
/
4
"
8
1
/
2
"
2'
-
4
3
/
4
"
11"9 1/8"10'-7 3/4"1'-4"4'-5 1/4"7'-9 7/8"
WT7
WT7
nOTE:ALL OTHER
INTERIAR WALL ARE WT10
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.
4. TO SIZE GRAB BARS REINFORCED AREAS CORRECTLY
SEE SHEET G1.2
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
GYP. BD.
TEXTURE AND
PAINT (TYP)
BASE -SEE
finish plan17
"
-
1
9
"
F.F. 4TH FLOOR
130' -8 3/4"prefab tub &
surround unit
hatching
indicates req'd
reinforced
area
F.F. 4TH FLOOR
130' -8 3/4"
A3.2
7
5'
-
0
"
1'
-
6
"
2'-0"
2'
-
1
0
"
F.F. 4TH FLOOR
130' -8 3/4"
GYP. BD.
TEXTURE AND
PAINT (TYP)
MIRROR
hatching
indicates
req'd
reinforced
area
NOTE:CABINETRY BELOW SINK MUST BE REMOVABLE. WALL
TO BE FINISHED BEHIND, AND FLOOR FINISHED BELOW.
FILLER
2"WOOD
5/A5.1
12"
3/A5.1
27"
2'
-
1
0
"
F.F. 4TH FLOOR
130' -8 3/4"
BASE -SEE
finish plan
GYP. BD.
TEXTURE AND
PAINT (TYP)
TUB
SURROUND
BATH TUB 6'
-
6
"
2'-8"
F.F. 4TH FLOOR
130' -8 3/4"
GYP. BD.
TEXTURE AND
PAINT (TYP)
BASE - SEE
finish plan 3'
-
0
"
2'-0"
F.F. 4TH FLOOR
130' -8 3/4"
GYP. BD.
TEXTURE AND
PAINT (TYP)
TUB
SURROUND
BATH TUB
MIRROR
2'-8"
6'
-
6
"
FILLER
1"WOOD
5/A5.1
15"
3/A5.1
27"
3'
-
0
"
F.F. 4TH FLOOR
130' -8 3/4"
1'
-
6
"
5'
-
0
"
F.F. 4TH FLOOR
130' -8 3/4"
SOFFIT
window -see
schedule
F.F. 4TH FLOOR
130' -8 3/4"
SOFFIT
BASE -SEE
finish plan
GYP. BD.
TEXTURE AND
PAINT (TYP)
F.F. 4TH FLOOR
130' -8 3/4"
BASE -SEE
finish plan
GYP. BD.
TEXTURE AND
PAINT (TYP)
provide
countertop
microwave
2'
-
2
"
2'
-
6
"
1'
-
8
"
2'
-
1
0
"
FILLER
1 1/2"WOOD
7/A5.1
30"
7/A5.1
15"
8/A5.1
30"
7/A5.1
15"
7/A5.1
27"
FILLER
1 1/2" WOOD
FILLER
1 1/2"WOOD
1/A5.1
27"
4/A5.1
18"30"
1/A5.1
15"
1/A5.1
27"
FILLER
1 1/2"WOOD
RANGE HOOD
7'
-
0
"
F.F. 4TH FLOOR
130' -8 3/4"
SOFFIT
BASE -SEE
finish plan
GYP. BD.
TEXTURE AND
PAINT (TYP)OPEN
SOFFIT
30"30"
2'
-
1
0
"
1'
-
8
"
2'
-
6
"
F.F. 4TH FLOOR
130' -8 3/4"
FINISHED
END PANEL
CABINETRY BELOW SINK
MUST BE REMOVABLE.
WALL TO BE FINISHED
BEHIND, AND FLOOR
FINISHED BELOW.ADA DISH
WASHER
7' - 0"
2' - 10"
2/A5.1
36"
F.F. 4TH FLOOR
130' -8 3/4"
FINISHED
END PANEL
2' - 10"
3' - 6"
F.F. 4TH FLOOR
130' -8 3/4"
FINISHED ISLAND
PANEL
7' - 0"
2' - 10"
F.F. 4TH FLOOR
130' -8 3/4"
6'
-
6
"
2'-8"
1'
-
6
"
5'
-
6
"
GYP. BD.
TEXTURE AND
PAINT (TYP)
TUB
SURROUND
BATH TUB
6'
-
6
"
GYP. BD.
TEXTURE AND
PAINT (TYP)
TUB
SURROUND
BATH TUB 3'
-
0
"
2'-0"
GYP. BD.
TEXTURE AND
PAINT (TYP)
BASE - SEE
finish plan
mirror
3'
-
0
"
FILLER
1"WOOD
5/A5.1
15"
3/A5.1
27"
1'
-
6
"
1'
-
6
"
4'
-
0
"
COMBO
WASHER &
DRYER
recessed
shelving GYP. BD.
TEXTURE AND
PAINT (TYP)
BASE - SEE
finish plan
BASE -SEE
finish plan
GYP. BD.
TEXTURE AND
PAINT (TYP)
2'
-
6
"
1'
-
6
"
3'
-
0
"
FILLER
1 1/2"WOOD
7/A5.1
30"
7/A5.1
15"
8/A5.1
30"
7/A5.1
15"
7/A5.1
27"
FILLER
1 1/2" WOOD
FILLER
1 1/2"WOOD
1/A5.1
27"
4/A5.1
18"30"
1/A5.1
15"
1/A5.1
27"
FILLER
1 1/2"WOOD
microwave
over range
7'
-
0
"
3'
-
0
"
3'-6"
F.F. 3RD FLOOR
120' -6 1/4"
FINISHED ISLAND
PANEL
7' - 0"
3'
-
0
"
3'
-
0
"
7'-0"
2/A5.1
36"
FINISHED
END PANEL
DISH
WASHER
11
5
2
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3
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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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OF
2/5/2024 1:41:43 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A4.3
WO
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970
SU
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FEB 2024
Author
Checker
FEB 2024
BY
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SCALE:3/16" = 1'-0"
RCP -BLDG A 8 BED APT 1
A4.3 SCALE:3/16" = 1'-0"
E.P. -BLDG A 8 BED APT 2
A4.3
SCALE:1/4" = 1'-0"
ELEVATION A
A4.3 SCALE:1/4" = 1'-0"
ELEVATION B
A4.3 SCALE:1/4" = 1'-0"
ELEVATION C
A4.3 SCALE:1/4" = 1'-0"
ELEVATION D
A4.3 SCALE:1/4" = 1'-0"
ELEVATION E
A4.3
SCALE:1/4" = 1'-0"
ELEVATION F
A4.3 SCALE:1/4" = 1'-0"
ELEVATION G
A4.3 SCALE:1/4" = 1'-0"
ELEVATION H
A4.3
SCALE:1/4" = 1'-0"
ELEVATION Q
A4.3
SCALE:1/4" = 1'-0"
ELEVATION R
A4.3 SCALE:1/4" = 1'-0"
ELEVATION -TYPE A S
A4.3
SCALE:1/4" = 1'-0"
ELEVATION P
A4.3
SCALE:1/2" = 1'-0"
ELEVATION -TYPE A T
A4.3 SCALE:1/2" = 1'-0"
ELEVATION -TYPE A U
A4.3 SCALE:1/2" = 1'-0"
ELEVATION -TYPE A V
A4.3
SCALE:1/4" = 1'-0"
Elevation 1 -a M
A4.3
SCALE:1/4" = 1'-0"
Elevation 1 -b J
A4.3
SCALE:1/4" = 1'-0"
Elevation 1 -c K
A4.3 SCALE:1/4" = 1'-0"
Elevation 1 -d L
A4.3 SCALE:1/4" = 1'-0"
ELEVATION -TYPE A N
A4.3
SCALE:1/4" = 1'-0"
ELEVATION -TYPE B 3
A4.3 SCALE:1/2" = 1'-0"
ELEVATION -TYPE B 4
A4.3 SCALE:1/2" = 1'-0"
ELEVATION -TYPE B 5
A4.3SCALE:1/2" = 1'-0"
ELEVATION -TYPE B 6
A4.3
DW
A4.4J
A4.4 D
A4.4
GB
A
C
F H
E
K
M
L
A4.4
Q
A4.4
A4.4
N
PA4.4 PMI
R
R
.
38'-7"
23'-4"15'-3"
11'-10"11'-6"10'-11 3/4"4'-3 1/4"
5'-9 5/8"5'-2 1/8"6'-1 3/4"5'-8 1/4"5'-11 3/4"5'-6 1/4"
9"
22
'
-
3
5
/
8
"
3'
-
4
3
/
4
"
26
'
-
5
3
/
8
"
38'-1 1/2"
2'-1"5'-6 3/4"9'-4 3/4"3'-0 3/4"9'-6 3/4"5'-6 3/4"2'-10 3/4"
25
'
-
5
3
/
8
"
2'
-
1
0
"
6'
-
8
3
/
4
"
11
1
/
8
"
4'
-
4
3
/
4
"
10
'
-
6
3
/
4
"
W/D
2'-6 3/4"4'-4 3/4"4'-10 1/2"4'-10 1/2"4'-4 3/4"2'-4 3/4"
9
1
/
4
"
1'
-
7
1
/
2
"
4'
-
4
3
/
4
"
8'
-
6
3
/
4
"
2'
-
3
"
3'
-
0
7
/
8
"
3'
-
3
1
/
2
"
2'
-
1
1
/
4
"
5'
-
8
3
/
8
"
nOTE:ALL OTHER
INTERIAR WALL ARE WT10
WT7
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.
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
2'
-
1
0
"
mirror
6'
-
6
"
3/A5.1
30"
5/A5.1
12"
FILLER
1"WOOD
F.F. 4TH FLOOR
130' -8 3/4"
prefab tub &
surround unit
hatching
indicates req'd
reinforced
area
5'
-
0
"
1'
-
6
"
base -see
finish plan
gyp. bd.
texture and
paint (typ)
F.F. 4TH FLOOR
130' -8 3/4"
2'-8"
6'
-
6
"
prefab tub &
surround unit
hatching
indicates req'd
reinforced
area
base -see
finish plan
F.F. 4TH FLOOR
130' -8 3/4"
GYP. BD.
TEXTURE AND
PAINT (TYP)
TUB
SURROUND
BATH TUB
2'-8"
FILLER
2"WWOD
5/A5.1
1'-3"
3/A5.1
2'-3"
MIRROR
GYP. BD.
TEXTURE AND
PAINT (TYP)
TUB SURROUND
BATH TUB
F.F. 4TH FLOOR
130' -8 3/4"
2'-8"
6'
-
6
"
F.F. 4TH FLOOR
130' -8 3/4"
GYP. BD.
TEXTURE AND
PAINT (TYP)
BASE -SEE
finish plan
2'-0"
3'
-
0
"
F.F. 4TH FLOOR
130' -8 3/4"
OPEN
soffit
BASE -SEE
finish plan
2'
-
6
"
1'
-
8
"
2'
-
1
0
"
F.F. 4TH FLOOR
130' -8 3/4"
GYP. BD.
TEXTURE AND
PAINT (TYP)
BASE -SEE
finish plan
FILLER
1"WOOD
1/A5.1
18"
4/A5.1
18"30"
1/A5.1
15"
1/A5.1
27"
FILLER
1"WOOD
2'
-
1
0
"
1'
-
8
"
2'
-
6
"
FILLER
1"WOOD
7/A5.1
18"
7/A5.1
18"
8/A5.1
30"
7/A5.1
15"
7/A5.1
27"
FILLER
1"WOOD
2'
-
2
"
provide
countertop
microwave
RANGE HOOD
COMBO
WASHER &
DRYER
recessed
shelving
4'
-
0
"
1'
-
6
"
1'
-
6
"
F.F. 4TH FLOOR
130' -8 3/4"
BASE -SEE
finish plan
soffit
window-see
schedule
B
F.F. 4TH FLOOR
130' -8 3/4"
soffit
GYP. BD.
TEXTURE AND
PAINT (TYP)
BASE -SEE
finish plan
F.F. 4TH FLOOR
130' -8 3/4"
FINISHED
END PANEL
2/A5.1
36"
4/A5.1
21"
2'
-
1
0
"
7'-0"
CABINETRY BELOW SINK
MUST BE REMOVABLE.
WALL TO BE FINISHED
BEHIND, AND FLOOR
FINISHED BELOW.ADA DISH
WASHER
F.F. 4TH FLOOR
130' -8 3/4"
finished
island
panel
2'
-
1
0
"
7'-0"
F.F. 4TH FLOOR
130' -8 3/4"2' - 2"
FINISHED
END
PANEL2'
-
1
0
"
3'-6"
F.F. 4TH FLOOR
130' -8 3/4"
finished
island
panel
3'
-
0
"
7'-0"
F.F. 2ND FLOOR
110' -3 3/4"
FILLER
1"WOOD
1/A5.1
18"
4/A5.1
18"30"
1/A5.1
27"
1/A5.1
15"
FILLER
1"WOOD
FILLER
1"WOOD
7/A5.1
18"
7/A5.1
18"
8/A5.1
30"
7/A5.1
15"
7/A5.1
27"
FILLER
1"WOODGYP. BD.
TEXTURE AND
PAINT (TYP)
BASE -SEE
finish plan 3'
-
0
"
1'
-
6
"
2'
-
6
"
MICROWAVE
STACKED
WASHER &
DRYER
3'
-
0
"
3'-6"
FINISHED
END
PANEL
2' - 2"
FINISHED
END PANEL
2/A5.1
36"
4/A5.1
21"
7'-0"
DISH
WASHER
3'
-
0
"
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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t
l
e
:
®
JR
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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A4.4
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970
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FEB 2024
Author
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FEB 2024
BY
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SCALE:3/16" = 1'-0"
E.P. -BLDG A 6 BED APT 1
A4.4
SCALE:3/16" = 1'-0"
RCP -BLDG A 6 BED APT 2
A4.4
SCALE:1/4" = 1'-0"
ELEVATION B
A4.4SCALE:1/4" = 1'-0"
ELEVATION A
A4.4 SCALE:1/4" = 1'-0"
ELEVATION C
A4.4 SCALE:1/4" = 1'-0"
ELEVATION D
A4.4 SCALE:1/4" = 1'-0"
ELEVATION E
A4.4
SCALE:1/4" = 1'-0"
ELEVATION F
A4.4 SCALE:1/4" = 1'-0"
ELEVATION G
A4.4 SCALE:1/4" = 1'-0"
ELEVATION H
A4.4 SCALE:1/4" = 1'-0"
ELEVATION J
A4.4
SCALE:1/4" = 1'-0"
ELEVATION -TYPE A M
A4.4SCALE:1/4" = 1'-0"
ELEVATION K
A4.4 SCALE:1/4" = 1'-0"
ELEVATION L
A4.4
SCALE:1/2" = 1'-0"
ELEVATION -TYPE A N
A4.4 SCALE:1/2" = 1'-0"
ELEVATION -TYPE A Q
A4.4SCALE:1/2" = 1'-0"
ELEVATION -TYPE A P
A4.4
SCALE:1/2" = 1'-0"
ELEVATION -TYPE B U
A4.4
SCALE:1/4" = 1'-0"
ELEVATION -TYPE B R
A4.4
SCALE:1/2" = 1'-0"
ELEVATION -TYPE B T
A4.4SCALE:1/2" = 1'-0"
ELEVATION -TYPE B S
A4.4
C
A3.1
A
A3.1
6' - 0"26' - 11"
2' - 2 1/4"3' - 9 3/4"6' - 11 1/2"6' - 6"6' - 6"6' - 11 1/2"
43' - 9"
8' - 2"
16' - 0 3/4"
6' - 6"
6' - 6"
6' - 6 1/4"
6' - 5 1/2"5' - 2"2' - 5"11' - 9 1/4"5' - 1 1/4"2' - 0"
3' - 7"4' - 0"
8' - 2"
4' - 0"
4' - 5 1/2"
24' - 1"
2' - 7"
1' - 6"
3' - 2"
1' - 6"3' - 7 1/4"3' - 5 1/4"1' - 6"
10"
2' - 6"
2' - 10"
1' - 6"
2' - 6"
3' - 0"
10"
2"
2"
2"
D D D
D
D
D
J
A106AA107A
A108A
A109A
RETAIL
A106
HALL
A109
LOBBY
A100
2"
C
A3.1
23' - 0"
15' - 9 1/2"
3' - 10 1/2"
6' - 10"
6' - 10"
5' - 5 1/2"
7' - 10 3/4"
7' - 10 3/4"
2' - 6"
2' - 10"
0' - 7 1/8"
26' - 11"6' - 5 1/2"
4' - 3 1/4"2' - 2 1/4"3' - 0"20' - 0 1/2"3' - 10 1/2"
5' - 2 3/4"
18' - 6"
A103A A102A
A105B
A106AA107A
A111A A101A
A105A
A109B
MAIL
A101
STAIR
A105
HALL
A109
LOBBY
A100
ELEVATOR
A104
EQUIPMENT
A103
FIRE RISER
A102
10' - 9 5/8"
6' - 9"
2' - 1 1/2"
4' - 2"5' - 10 1/2"
ELEV. MANUFACTURER
7' - 7" VERIFY W/6' - 5 1/2"
15' - 6 1/2"4' - 6"
6' - 5 1/2"5' - 2"2' - 5"11' - 9 1/4"5' - 1 1/4"
6' - 8 1/2"
8' - 4 1/4"
ELEV. MANUFACTURER
9' - 4" VERIFY W/
3' - 8 1/2"
14' - 9 1/2"
E
2' - 11 1/4"
2' - 7 5/8"
B
A4.10
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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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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A4.5
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970
SU
N
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A
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FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:3/8" = 1'-0"
ENLARGED FLOOR PLANS -1ST FLOOR COMMON AREAS 1
A4.5SCALE:3/8" = 1'-0"
ENLARGED FLOOR PLANS -1ST FLOOR COMMON AREAS 2
A4.5
C
A3.1
H
3' - 10 1/2"
6' - 10"
6' - 10"
5' - 5 1/2"
7' - 10 3/4"
7' - 10 3/4"
C
C
C
3' - 10 1/2"20' - 0 1/4"6' - 0 1/4"3' - 5 1/2"
33' - 4 1/2"
3' - 5 1/2"2' - 6 3/4"15' - 6 1/4"4' - 6"
CEE
A201A
A203A
A205A
STUDY NOOK
A201
ELEV
A202
STAIR
A203
HALL
A204
23' - 0"
15' - 9 1/2"
OPEN TO
BELOW
23' - 8 3/4"
8' - 2"
2' - 7 5/8"
ELEV. MANUFACTURER
9' - 4" VERIFY W/
2' - 10 3/8"
15' - 9 1/2"
10' - 6"
ELEV. MANUFACTURER
7' - 7" VERIFY W/
6' - 5 1/2"8' - 0 1/2"7' - 1 3/4"9' - 8 3/4"
UPPER
LOBBY
A200
2' - 11"
6' - 0 1/4"
14' - 9 1/2"
E
E
A4.8
C
D B
st
u
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b
a
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A
FP-01
A
A3.1
8' - 7 1/2"
4' - 0"
4' - 5 1/2"
2' - 8"
23' - 0"
1' - 0"
3' - 7"4' - 0"6' - 5 1/2"
PIANO /
STUDY
A205
MECH
A206
HALL
A204
MECH
A207
UPPER
LOBBY
A200
open to
below
A205A
A206
A207A
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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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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A4.6
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970
SU
N
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A
N
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FEB 2024
JRN
JRW
FEB 2024
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SCALE:3/8" = 1'-0"
ENLARGED FLOOR PLANS -2ND FLOOR COMMON AREAS 1
A4.6SCALE:3/8" = 1'-0"
ENLARGED FLOOR PLANS -2ND FLOOR COMMON AREAS 2
A4.6
C
A3.1
23' - 8 3/4"
2' - 11"
6' - 0 1/4"
14' - 9 1/2"
33' - 4 1/2"
3' - 10 1/2"20' - 0 1/4"6' - 0 1/4"3' - 5 1/2"
3' - 5 1/2"2' - 6 3/4"15' - 6 1/4"4' - 6"
21' - 4 3/4"
10' - 10 1/8"
3' - 10 1/2"
6' - 10"
6' - 10"
3' - 10 1/4"
5' - 5 1/16"
5' - 5 1/16"
C
C
C
CEE
E
E
A302A
8' - 2"
2' - 7 5/8"
ELEV. MANUFACTURER
9' - 4" VERIFY W/
12' - 6 3/4"
ELEV. MANUFACTURER
7' - 7" VERIFY W/10' - 6"
STAIR
A302
ELEV
A301
LOUNGE
A300HALL
A303
A
ROOF BELOW
23' - 5 1/2"6' - 5 1/2"
C
A3.1
23' - 8 3/4"
2' - 11"
6' - 0 1/4"
14' - 9 1/2"
33' - 4 1/2"
21' - 4 3/4"
10' - 10 1/8"
3' - 10 1/2"
6' - 10"
6' - 10"
3' - 10 1/4"
5' - 5 1/16"
5' - 5 1/16"
2' - 7 5/8"
ELEV. MANUFACTURER
9' - 4" VERIFY W/
12' - 6 3/4"
ELEV. MANUFACTURER
7' - 7" VERIFY W/10' - 6"
23' - 5 1/2"6' - 5 1/2"
3' - 5 1/2"6' - 0 1/4"20' - 0 1/4"3' - 10 1/2"
3' - 5 1/2"2' - 6 3/4"15' - 6 1/4"4' - 6"
8' - 2"
E
E
E E C
C
C
C
A
A402A
GYM
A400
ELEV
A401
STAIR
A402
HALL
A403
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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c
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:
Dr
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:
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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A4.7
EN
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A
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F
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O
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P
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N
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970
SU
N
D
A
N
C
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O
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N
C
E
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T
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FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:3/8" = 1'-0"
ENLARGED FLOOR PLANS -3RD FLOOR COMMON AREAS 1
A4.7SCALE:3/8" = 1'-0"
ENLARGED FLOOR PLANS -4TH FLOOR COMMON AREAS 2
A4.7
C
3' - 6"
24" COUNTERTOP
COUNTERTOP
SUPPORT
BRACKET
DUPLEX OUTLET
WHITE BOARD
DUPLEX OUTLET
F.F. 2ND FLOOR
110' -3 3/4"
3' - 6"
A201A
24" COUNTERTOP
COUNTERTOP
SUPPORT
BRACKET
DUPLEX OUTLET
F.F. 2ND FLOOR
110' -3 3/4"
C C C
3' - 6"
24" COUNTERTOP
COUNTERTOP
SUPPORT
BRACKET
DUPLEX OUTLET
F.F. 2ND FLOOR
110' -3 3/4"
A201A
white board
DUPLEX OUTLET
F.F. 2ND FLOOR
110' -3 3/4"
11
5
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B
O
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W
W
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W
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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:
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Center.rvt
A4.8
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SCALE:1/2" = 1'-0"
STUDY NOOK -SOUTH C
A4.8
SCALE:1/2" = 1'-0"
STUDY NOOK -NORTH A
A4.8SCALE:1/2" = 1'-0"
STUDY NOOK -EAST B
A4.8
SCALE:1/2" = 1'-0"
STUDY NOOK -WEST D
A4.8
note:
extra electrical outlets will need
to be provided in this room due to
its use as a study space for groups
with laptops and phone chargers.
an example of duplex locations is
shown on these interior elevations.
3"10'-0"
3"
12
'
-
7
"
3"
6"
1/8" / 12"
1/
8
"
/
1
2
"
3'-3"6'-9"
B
A4.9
sloped WHITE
MEMBRANE ROOF
steel rod
steel channel
c12x3
6" wide sheet
metal gutter
wall bracket
E
A4.9
F.F. 2ND FLOOR
110' -3 3/4"
1'
-
0
"
3"10'-0"
3'-3"6'-9"
12' - 0"
5'
-
5
3
/
4
"
2'
-
9
1
/
2
"
6"
soffit to match main roof -black
steel channel c12x3
tapered rigid insulation
1/8" / 12"
steel rod
1-1/2" 20 ga. type b roof decking
2"X2"x3/16" steel angle
5" tube steel frame
A4.9
C
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 2ND FLOOR
110' -3 3/4"
2'
-
2
1
/
2
"
2'
-
2
1
/
2
"
9"9"9"9"
5'
-
5
3
/
4
"
1'
-
0
"
1'
-
8
1
/
4
"
F.F. 2ND FLOOR
110' -3 3/4"
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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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A4.9
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970
SU
N
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A
N
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FEB 2024
JRN
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FEB 2024
BY
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SCALE:1/2" = 1'-0"
PLAN VIEW DETAIL -MAIN ENTRY CANOPY A
A4.9SCALE:1/2" = 1'-0"
SECTION DETAIL -MAIN ENTRY CANOPY B
A4.9
SCALE:1/2" = 1'-0"
Section 5 E
A4.9
SCALE:1 1/2" = 1'-0"
CANOPY DETAIL C
A4.9
VARIES - SEE SCHEDULE
EQEQEQEQ
VA
R
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-
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EQ
EQ
EQ
EQ
EQ
METAL FRAME
2X12 WOOD
A
A4.10
Sim
METAL FRAME
2X12 WOOD
17'-8"
EQEQEQEQ
5'
-
0
"
6'
-
0
"
EQ
EQ
EQ
EQ
EQ
EQ
4'
-
0
"
1'
-
0
"
1'
-
0
"
A
A4.10 See Schedule
varies
3'-0"
1'
-
6
"
2"2'-10"
1'
-
4
"
2"
1'
-
0
"
metal support
metal frame
2x12 wood
VARIES - SEE SCHEDULE
1'-6"
1'
-
6
"
2"
1'
-
4
"
2"1'-4"
1'
-
0
"
metal support
metal frame
2x12 wood
3'-0"
6'
-
5
"
6'
-
1
0
"
6'
-
5
"
19
'
-
8
"
EQEQEQ
metal
frame
2x12 wood
B
A4.10
Sim
CANOPY SCHEDULE
TYPE LENGTHWIDTH COMMENTS
SC1
SC2
SC3
SC4
SC5
SC6
SUPPORT
4'-4"
6'-0"
19'-8"
5'-0 1/2"
17'-8"
18'-6"
3'-0"
3'-0"
3'-0"
6'-0"
6'-0"
6'-0"
B/A4.10
B/A4.10
B/A4.10
A/A4.10
A/A4.10
A/A4.10
NO CENTER FRAME SUPPORT
11
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2
7
1
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W
W
.
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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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c
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Dr
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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A4.10
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970
SU
N
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A
N
C
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N
C
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FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:1/2" = 1'-0"
METAL ENTRY CANOPY -FLOOR PLAN 1
A4.10
SCALE:1/2" = 1'-0"
METAL ENTRY CANOPY -FLOOR PLAN 2
A4.10 SCALE:3/4" = 1'-0"
METAL ENTRY CANOPY -SECTION A
A4.10
SCALE:3/4" = 1'-0"
METAL ENTRY CANOPY -SECTION B
A4.10
SCALE:1/2" = 1'-0"
METAL ENTRY CANOPY -FLOOR PLAN 3
A4.10
F.F. 2ND FLOOR
110' -3 3/4"
9' - 6"
TUBE STEEL FRAME
BLACK SOFFIT TO
MATCH MAIN ROOF
BLACK METAL
ROOFING
BRICK WALL -SEE
WALL TYPES
2'-0"
4"
1'
-
4
"
8" / 12"
snow guard -black
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 2ND FLOOR
110' -3 3/4"
4"
1'
-
4
"
1'
-
8
"
9' - 6"
11' - 2"
6"20'-0"6"
F F F
DDD
BLACK METAL ROOFING
6'-9"6'-6"6'-9"
TUBULAR STEEL FRAME
TUBULAR STEEL FRAME
END PANEL -SAME MATERIAL
AS METAL ROOFING -TYP.
snow guard -black
F.F. 2ND FLOOR
110' -3 3/4"
F.F. 2ND FLOOR
110' -3 3/4"
2'-0"
1'
-
4
"
4"
END PANEL -SAME MATERIAL
AS BLACK METAL ROOFING
snow guard -black
F.F. 2ND FLOOR
110' -3 3/4"
11
5
2
B
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3
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3
5
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-
2
2
7
1
W
W
W
.
J
R
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A
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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
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:
®
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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A4.11
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970
SU
N
D
A
N
C
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N
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FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:1 1/2" = 1'-0"
SECTION DETAIL -RETAIL WINDOW CANOPY A
A4.11
SCALE:1" = 1'-0"
ELEVATION DETAIL -RETAIL WINDOW CANOPY C
A4.11
SCALE:1 1/2" = 1'-0"
ELEVATION DETAIL -RETAIL WINDOW CANOPY B
A4.11
11
5
2
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W
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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
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e
:
®
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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A4.12
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FEB 2024
JRN
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FEB 2024
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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
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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
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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
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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
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E
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.
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
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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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HARDWOOD FACE FRAME
MELAMINE
HARDWOOD FACE FRAME
MELAMINE DOOR
BASE (SEE FINISH SCHEDULE)
ADJ. MELAMINE SHELF
SE
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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
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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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A5.1
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SU
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FEB 2024
JLL
Checker
FEB 2024
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
N O T U S E D N O T U S E D
wood door
solid core
(2) panel
aluminum
store front
HOLLOW
METAL door
HOLLOW
METAL DOOR
WITH LITE
SEE SCHEDULE
SEE SCHEDULE
12"
SEE SCHEDULE
SEE SCHEDULE
6"
6"
8"
X
2
6
"
A B D
E
WOOD DOOR
SOLID CORE
(2) PANEL
WITH LITE
SEE SCHEDULE
SEE SCHEDULE
F
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
wood door
HOLLOW core
(2) panel
SEE SCHEDULE
SEE SCHEDULE
12"
C
A B C
2"
2"
3"
3"
2"
2"
SEE SCHEDULESEE SCHEDULE SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
2"2"
4
1
/
2
"
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
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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Dr
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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A6.1
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FEB 2024
JRN
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FEB 2024
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DOOR FRAME DETAILS
UL
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REMARKS
SIZE
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A1 Yes A 3' - 0" 7' - 0" WOOD PAINT - B B HM PAINT 11/A6.3 12/A6.3 20
A2 Yes A 3' - 0" 7' - 0" WOOD PAINT - B B HM PAINT 11/A6.3 12/A6.3 20
A3 Yes C 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 -
A4 Yes C 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 -
A5 Yes C 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 -
A6 Yes C 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 - ACCESSIBLE DOOR-OFFSET HINGES REQ'D
A7 Yes C 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 - ACCESSIBLE DOOR-OFFSET HINGES REQ'D
A8 Yes C 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 -
A101A Yes D 6' - 0" 7' - 0" ALUM FACTORY 2 C A/A6.2 ALUM FACTORY 14/A6.3 15/A6.3 -
A102A Yes A 3' - 6" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 ?????
A103A Yes A 3' - 6" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 ?????
A105A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 11/A6.3 12/A6.3 90
A105B Yes D 3' - 0" 7' - 0" ALUM FACTORY 2 C B ALUM FACTORY 14/A6.3 15/A6.3 -
A106A Yes D 6' - 0" 7' - 0" ALUM FACTORY 1 C B ALUM FACTORY 14/A6.3 15/A6.3 ?????
A107A Yes A 3' - 0" 7' - 0" WOOD PAINT - A A WD PAINT 7/A6.3 8/A6.3 -
A108A No Yes A 6' - 0" 7' - 0" WOOD PAINT - A A WD PAINT 7/A6.3 8/A6.3 -
A109A Yes D 3' - 0" 7' - 0" ALUM FACTORY 2 C b/a6.2 ALUM FACTORY 14/A6.3 15/A6.3 -
A109B Yes D 3' - 0" 7' - 0" ALUM FACTORY 2 C b/a6.2 ALUM FACTORY 14/A6.3 15/A6.3 -
A110A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
A110B Yes D 3' - 0" 7' - 0" ALUM FACTORY 2 C B ALUM FACTORY 14/A6.3 15/A6.3 -
A111A Yes D 6' - 0" 7' - 0" ALUM FACTORY 1 C c/a6.2 ALUM FACTORY 14/A6.3 15/A6.3 20
A111B Yes C 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 -
A201A Yes b 3' - 0" 7' - 0" WOOD PAINT 1 A A WD PAINT 5/A6.3 6/A6.3 -
A203A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
A205A Yes b 3' - 0" 7' - 0" WOOD PAINT 1 A A WD PAINT 7/A6.3 8/A6.3 -
A206 Yes A 6' - 0" 7' - 0" WOOD PAINT - A A WD PAINT 7/A6.3 8/A6.3 -
A207A Yes A 3' - 0" 7' - 0" WOOD PAINT - A A WD PAINT 7/A6.3 8/A6.3 -
A208A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
A302A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
A304A Yes A 3' - 0" 7' - 0" WOOD PAINT - A A WD PAINT 7/A6.3 8/A6.3 -
A305A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
A402A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
A404A Yes A 3' - 0" 7' - 0" WOOD PAINT - A A WD PAINT 7/A6.3 8/A6.3 -
A405A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
B1 Yes A 3' - 0" 7' - 0" WOOD PAINT - B B HM PAINT 11/A6.3 12/A6.3 20
B2 Yes A 3' - 0" 7' - 0" WOOD PAINT - B B HM PAINT 11/A6.3 12/A6.3 20
B3 Yes A 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 -
B4 Yes A 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 -
B5 Yes A 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 -
B6 Yes A 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 - ACCESSIBLE DOOR-OFFSET HINGES REQ'D
B7 Yes A 2' - 10" 7' - 0" WOOD PAINT - A A WD PAINT 5/A6.3 6/A6.3 - ACCESSIBLE DOOR-OFFSET HINGES REQ'D
B100A Yes E 3' - 6" 7' - 0" HM PAINT - B B HM PAINT 11/A6.3 12/A6.3 -
B101A Yes E 3' - 6" 6' - 8" HM PAINT - B B HM PAINT 11/A6.3 12/A6.3 -
B103A Yes D 3' - 0" 7' - 0" ALUM FACTORY 2 C B ALUM FACTORY 14/A6.3 15/A6.3 -
B104A Yes D 3' - 0" 7' - 0" ALUM FACTORY 2 C B ALUM FACTORY 14/A6.3 15/A6.3 -
B104B Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
B105A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
B105B Yes D 3' - 0" 7' - 0" ALUM FACTORY 2 C B ALUM FACTORY 14/A6.3 15/A6.3 -
B202A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
B203A Yes A 3' - 0" 7' - 0" WOOD PAINT - B B HM PAINT 3/A6.3 4/A6.3 20
B204A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
B302A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
B303A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
B402A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 90
B403A Yes A 3' - 0" 7' - 0" WOOD PAINT - B B HM PAINT 3/A6.3 4/A6.3 20
B404A Yes F 3' - 0" 7' - 0" HM PAINT 1 B B HM PAINT 3/A6.3 4/A6.3 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
6' - 0"
5' - 4 1/4"
1' - 9"
2' - 4 3/4"6' - 2 1/2"2' - 4 3/4"
11' - 0"
7' - 0"
2
2
2 2 2
2
2
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3 3/4"
2
2
2 2
7' - 0"
3' - 0"
1' - 9"
5' - 4 1/4"
1' - 10 3/4"
9' - 0"
5' - 0 1/2"
F.F 1ST FLOOR
100' -0"
9' - 0"
1' - 10 3/4"
5' - 4 1/4"
1' - 9"
11' - 0"
2' - 4 3/4"6' - 2 1/2"2' - 4 3/4"
7' - 0"
6' - 0"
1
1
1 1 1
1
1
F.F 1ST FLOOR
100' -0"
11
5
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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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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A6.2
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FEB 2024
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SCALE:1/2" = 1'-0"
CASING DETAIL -DOOR A
A6.2SCALE:1/2" = 1'-0"
CASING DETAIL -DOOR B
A6.2SCALE:1/2" = 1'-0"
CASING DETAIL -DOOR C
A6.2
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
TH
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HOLLOW METAL
FRAME
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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
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4
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BOARD EACH SIDE
CONT. SEALANT
EACH SIDE TYP.
FRAME
ANCHOR
WOOD STUD WALL,
SEE WALL TYPE
DOUBLE STUD
2
6
2
6
THROAT
FIELD VERIFY
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 6
HEADER SEE
STRUCT.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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Dr
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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A6.3
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FEB 2024
JRN
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FEB 2024
BY
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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
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
AT brick AT Stucco
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
AT brick AT Stucco
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
AT brick AT Stucco
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"
B
A6.4
5' - 0"
3' - 0"
4' - 0"
A
7' - 0"
A
A6.4
C
A6.4F.F 1ST FLOOR
100' -0"
A
A6.4
B
A6.4
C
A6.4
5' - 0"
2' - 0"
3' - 0"3' - 0"3' - 0"
9' - 0"
B
7' - 0"
F.F. 3RD FLOOR
120' -6 1/4"
5' - 0"
1' - 9"
6' - 0"
1' - 6"
9' - 3"
C
A
A6.4
B
A6.4
C
A6.4
D
F.F 1ST FLOOR
100' -0"
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)
A
A6.4
B
A6.4
C
A6.41' - 0 1/4"
5' - 0"
F
F.F. 2ND FLOOR
110' -3 3/4"
A
A6.4
B
A6.4
C
A6.4
H
4' - 5"
3' - 3 1/4"
2' - 4 3/4"6' - 2 1/2"2' - 4 3/4"
6' - 0" CLEAR
7' - 8 1/4"
11'-0"
F.F. 2ND FLOOR
110' -3 3/4"
A
A6.4
B
A6.4
G
2' - 0"
5' - 0"
9' - 0"
3' - 0"3' - 0"3' - 0"
SPANDREL GLASS
PANELS
F.F 1ST FLOOR
100' -0"
E
3' - 0"
4' - 0"
3' - 0"
7' - 0"
A
A6.4
B
A6.4
C
A6.4
6' - 0"
4' - 10 3/4"
5' - 4 1/4"
1' - 9"
18' - 0"
2' - 4"5' - 5 1/2"2' - 4"
10' - 1 1/2"
J
A
A6.4
B
A6.4
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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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Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
A6.4
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FEB 2024
Author
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FEB 2024
BY
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SCALE:1 1/2" = 1'-0"
HEAD A
A6.4 SCALE:1 1/2" = 1'-0"
JAMB B
A6.4 SCALE:1 1/2" = 1'-0"
SILL C
A6.4
finished floor
Window Schedule
MA
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SIZE FRAME
OP
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A 5' - 0" 4' - 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 5' - 0" 2' - 0" VINYL FACTORY FIXED 1
E 3' - 0" 4' - 0" VINYL FACTORY FIXED 1
F 5' - 0" 3' - 0" VINYL FACTORY FIXED 1
G Aluminum FACTORY FIXED 1
H Aluminum FACTORY FIXED 1
J Aluminum FACTORY FIXED 1
SCALE:1/4" = 1'-0"
WINDOW TYPES
finished floor
exterior WALL finish
varies. see exterior
elevations for correct
finish.
1 1" insulated low "e"
9' -0"10' -0"
11' -0"4' -5"
10' -1 1/2"18' -0"
UP
DW DW
DW DWDWDW
DWDW
DW
FLOOR FINISHES & BASE
CARPET W/ 4" CARPET BASE
LVT W/ 4" RUBBER BASE
concrete over steel
deck W/ 4" RUBBER BASE
exposed sub-floor
11
5
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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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2/5/2024 1:41:49 PM
Autodesk Docs://Sundance Town Center/970 - Sundance Town
Center.rvt
F1.1
FI
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970
SU
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FEB 2024
JRN
JRW
FEB 2024
BY
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SCALE:1/16" = 1'-0"
FIRST FLOOR PLAN 1
F1.1
SCALE:1/16" = 1'-0"
SECOND FLOOR PLAN 2
F1.1
SCALE:1/16" = 1'-0"
THIRD FLOOR PLAN 3
F1.1
SCALE:1/16" = 1'-0"
FOURTH FLOOR PLAN 4
F1.1