HomeMy WebLinkAboutPLANS - 20-00187 - 00188 - 266 W 3rd S, 1 - Sundance Student HousingAREA MAP
PROJECT
SITE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401Tel: (208) 227-8404Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
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SUNDANCE
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435
OF
DRAWING INDEX
BYUI -APPROVED STUDENT HOUSING
3/31/2020 1:12:49 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
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MARCH 2020
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SheetNumber Sheet Name
F1.1 FINISH FLOOR PLANS - BUILDING A
F1.3 FINISH FLOOR PLAN - UNITS
SheetNumber Sheet Name
G1.1 COVER SHEET
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
G1.3 OCCUPANT LOAD & EXITING PLAN
SD1.1 SITE PLAN - LAYOUT
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 - DETAILS
A3.1 LARGE STAIR PLAN & SECTION
A3.3 WALL TYPES
A3.5 BUILDING SECTIONS
A3.6 BUILDING SECTIONS
A4.1 BUILDING UNIT - TYPE A
A4.2 BUILDING UNIT - TYPE B
A4.3 BUILDING UNIT - TYPE C
A4.4 ENLARGED FLOOR PLANS
A4.5 INTERIOR ELEVATIONS
A5.1 MILLWORK DETAILS
A5.2 MISCELLANEOUS DETAILS
A6.1 DOOR SCHEDULE- BUILDING A
A6.2 DOOR SCHEDULE- BUILDING B
A6.3 WINDOW SCHEDULE & DATAILS
A6.4 DOOR & WINDOW DETAILS
A6.5 MISCELLANEOUS DETAILS
general
architectural
SITE DEVELOPMENT
REXBURG,IDAHO
12
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12" MAX24" MIN.24" MAX
24
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39
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18
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12" MAX.42" MIN.
54" MIN.
39" -41"
18"
33
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-
36
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24" MIN.12 MIN.
36" MIN.
17
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-
19
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9"9"
33
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-36
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3"
-6"
1'
-6"
33
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-36
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3"
-6"
1'
-6"
33
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-36
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BACK WALLELEVATIONCONTROL ENDELEVATION
SECTION 609.4
SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL GRAB BAR FOR WATER CLOSET
SECTION 609.4
CL
34
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27
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8" MIN.6" MAX.
19" MAX.
4'-0"
40
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34
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48"
27
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48
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>20"-25"
44
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34
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10" MAX.
15
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>10"-24"
34
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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
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-19
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18"
36"MIN.6" MAX.
38
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9"
2'
-5"
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2'-6"
48
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-9"
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-3"
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-5"
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2'
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-7"
2'
-9"
15
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39
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-41
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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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6" MAX. TOE CLEARANCE
8" MIN. KNEE CLEARANCEMA
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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
C L
CLCL
C L
C L
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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3/31/2020 12:43:52 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
G1.2
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MARCH 2020
Author
Checker
MARCH 2020
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 AG1.2
BUILDING #A BUILDING #B
7.88 OCC.7.88 OCC.
LIVING UNIT = 200 NET SF/OCC.LIVING UNIT = 200 NET SF/OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
68.58
22
.
8
6
45.72 above
33.7
101.1
67.4 above
68.58
22
.
8
6
45.72 above
33.7
fe
fe
fe
fe
fe
fe
101.1
67.4 above
BUILDING #A BUILDING #B
LIVING UNIT = 200 NET SF/OCC.LIVING UNIT = 200 NET SF/OCC.
7.88 OCC.7.88 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
12.94 OCC.
45.72
22
.
8
6
22.86 above
33.7
67.4
33.7 above
45.72
22
.
8
6
22.86 above
33.7
67.4
33.7 above
fe
fe
fe
fe
fe
fe
12.94 OCC.
BUILDING #A BUILDING #B
LIVING UNIT = 200 NET SF/OCC.LIVING UNIT = 200 NET SF/OCC.
7.88 OCC.7.88 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
22
.
8
6
33.7
22
.
8
6
33.7
fe
fe
fe
fe
fe
fe
12.94 OCC.12.94 OCC.
4.99 OCC.
4.99 OCC.
BUILDING #A BUILDING #B
6.44 OCC.
12.94 OCC.4.99 OCC.12.94 OCC.
GYM = 50 NET SF/OCC.
LIVING UNIT = 200 NET SF/OCC.
FOFFICE = 100 NET SF/OCC.
5.5 OCC.
LIVING UNIT = 200 NET SF/OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
4.99 OCC.
6.44 OCC.
4.99 OCC.
6.44 OCC.
6.44 OCC.6.44 OCC.
91.44
22
.
8
6
68.58 above
27.37
8.94
101.1
101.1 above
91.44
22
.
8
6
68.58 above
27.37
8.94
101.1
101.1 above
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Building Code Data
Use and Occupancy Classification (Chapter 3)
Group R-2 -Apartment Housing Sec. 310.4
Construction Type (Table 601)
Type V-A
Allowable Height and Area (Chapter 5)
Allowable Building Height Above Grade (Table 504.3)
Building #A = 60 Feet(Type VA, S13R)
Building #B = 60 Feet(Type VA, SI3R)
Allowable Number of Stories Above Grade (Table 504.4)
Building #A = 4 Stories(Type VA, S13R)
Building #B = 4 Stories(Type VA, SI3R)
Allowable Area Factor (Table 506.2)
Building #A = 12,000 sf(Type VA, S13R)
Building #B = 12,000 sf(Type VA, SI3R)
Amount of Increase (Sec. 506.3.3)
Frontage Increase = [F/P -0.25]w/30
Building #A = 0.71 x 12,000 = 8,520 + 12,000 = 20,520 sf
Building #B = 0.71 x 12,000 = 8,520 + 12,000 = 20,520 sf
Actual Area
Building #A Building #B
Main Level = 11,680 sf Main Level = 11,680 sf
2nd Level = 11,680 sf 2nd Level = 11,680 sf
3rd Level = 11,680 sf 3rd Level = 11,680 sf
4th Level = 11,680 sf 4th Level = 11,680 sf
Total = 46,720 sf Total = 46,720 sf
Fire Resistance Rating Requirements for Building Elements
Elements Min. Fire Resistance
Primary Structural Frame 1 hr Table 601
Bearing Walls (Exterior/Interior)1 hr.Table 601
Nonbearing Walls -Interior 0 hr.Table 601
Floor/Secondary Structure 1 hr.Table 601
Roof Construction 1 hr.Table 601
Shaft Enclosures 2 hr Sec 713.4.
Fire Resistance Rating for Exterior Walls Based on Fire Separation Distance
Type VA R-2 1 hr. Table 602
Exterior Walls Fire Resistance Ratings (Sec. 705.5)
Exterior walls shall be rated on both sides when
FSD <10 feet. If FSD >10 feet rate from inside only.
Maximum Area of Exterior Wall Openings (Table 705.8)
Based on FSD
FSD = 3 to Less Than 5 Feet 15% Unprotected Allowed
Horizontal Assemblies (Sec. 711.2.4.3)
Horizontal assemblies separating dwelling units shall not be less than 1 hr. fire resistance-rates
Draft Stopping
Building #A = Required between every two units of 3,000 sf. 718.4.2 Exception #2
Building #B = Required between every two units of 3,000 sf. 718.4.2 Exception #2
Fire Protection System
Building #A : NFPA 13R Sec. 903.3.1.2
Building #B : NFPA 13R Sec. 903.3.1.2
Occupancy Load and Exit Requirements
Occupant Load Calculations (Table 1004.1)
Egress Width (Sec. 1005)
Stairways = 101.1 (worst case) x 0.2"/occ. = 20.22" min.
Other Components =101.1 x 0.15 / occ. = 15.17"
Actual Stairway Width = 58"
Actual Corridor Width = 72"
All Doors = 36"
Common Path of Egress Travel Distance (Table 1006.2.1)
Grove R-2 Sprinkler = 125 Feet
Minimum Number of Exits/Story (Table 1006.3.1)
Occupant Load <500 = 2 Exits/Story
Exit Access Travel Distance (Table 1017.2)
Group R -2 Fire sprinklers = 250 feet
Corridors Fire Resistance Rating (Table 1020.1)
Group R-2 Fire sprinkler = 0.5 hr.
Minimum Corridor Width(Table 1020.2)
Minimum Width = 44"Actual = 72"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
G1.3
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793
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MARCH 2020
Author
Checker
MARCH 2020
SCALE:3/64" = 1'-0"
Exiting Plan - Level 2
SCALE:3/64" = 1'-0"
Exiting Plan - Level 3
SCALE:3/64" = 1'-0"
Exiting Plan - Level 4
SCALE:3/64" = 1'-0"
EXITING PLAN - LEVEL 1
NORTH NORTH
NORTHNORTH
UP
DW
DW
DW DW
DW DW
DW
UP
A2.2
2
A2.1
A2.2 1
1
RE
F
.
RE
F
.
RE
F
.
RE
F
.
REF.REF.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
B
A3.5
B
A3.5
A
A3.6
A
A3.6
B
A3.6
B
A3.6
A2.13
H
A
A B
A
A
B
A A
B
A
A
A
A
B
C
C
C
E
E
E
EEE
A
ABAABA
A
BA
A
CLUB ROOM
A102
ENTRY
A101
ELEV.
A105
EQUIP.
A104
FIRE RISER
A103
STAIR
A107
HALL
A110
HALL
A110
PLUMB.CHASE
A106
GYM
A108
REST.
A109
STAIR
A111
A110A
A111B
A111A
181' - 9 1/4"
11' - 3 3/8"11' - 8"11' - 8"15' - 3"11' - 5"11' - 8"15' - 3"23' - 1"15' - 3"11' - 7 1/8"22' - 2 1/4"21' - 5 1/2"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
12
'
-
4
1
/
8
"
18
'
-
0
1
/
4
"
23
'
-
5
3
/
8
"
2'
-
0
"
1'
-
0
"
34
'
-
4
3
/
4
"
2'
-
0
"
15
'
-
4
"
2'
-
8
1
/
4
"
4'
-
0
"
2'
-
0
"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
2'
-
0
"
11
'
-
8
"
11
'
-
8
"
3'
-
7
3
/
4
"
11
'
-
1
1
1
/
4
"
23
'
-
4
"
12
'
-
5
1
/
2
"
21
'
-
5
1
/
2
"
97
'
-
2
1
/
2
"
96
'
-
2
"
183' - 9 1/4"
4' - 0"23' - 10 7/8"6' - 0"11' - 8"11' - 8"11' - 7 1/4"3' - 7 3/4"23' - 1"3' - 7 3/4"11' - 7 1/4"11' - 8"11' - 5"11' - 7 1/4"3' - 7 3/4"11' - 8"11' - 8"11' - 3 3/8"
2' - 0"
1' - 0"
1' - 0"
2' - 0"
6'
-
0
"
6' - 0"
4'
-
0
"
6' - 11 7/16"10' - 0"6' - 11 7/16"
UNIT A7
TYPE A
SEE A4.1
UNIT A6
TYPE A
SEE A4.1
UNIT A5
TYPE B
SEE A4.2
UNIT A4
TYPE B
SEE A4.2
UNIT A3
TYPE B
SEE A4.2
UNIT A2
TYPE B
SEE DETAIL A4.2
UNIT A1
TYPE A
SEE A4.1
A1A2
A3
A4
A5
A4
A4
A3 A3
WT3
WT3
WT7
WT7
WT7
WT3
WT3
WT3
WT3
WT3
WT3
WT7
WT3
WT3
WT2
WT2
WT6
WT2
A7
8' - 2 3/4"3' - 0 5/8"
12
1
2
2
2
3
2
4
2
5
2
6
2
2
24
TYPICAL UNIT DOORS
A1 = FRONT DOORA2 = HALL STORAGEA3 = BATHROOMA4 = BEDROOMA5 = MECH. CLOSETA6 = HALL CLOSETA7 = HALL STOARGE (30"X84")
see drawing a3.1 for large scale plan 1
see drawing 1/a4.4 for emlarged floor plan
11' - 7 1/4"11' - 7 1/4"
A
A3.5
A
A3.5
A107A
A103A
A104A
A101A
A108A
A108B
A101B
A109A
A107B
A4
A1
A7
A3
A3
A4
A5
D
D
WT1WT1
WT1
WT1 WT1 WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT6
BLDG 1 BLDG 2
NOTES:
SEE DETAILS A/G1.5 AND B/G1.5 FOR GRAB BARS MIRRORS AND TYPICAL MOUNTING HTS.
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS FOR SIGNS LOCATED AT DOOR.
1
2
X
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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3
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9
-
2
3
0
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F
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(
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)
3
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-
2
2
7
1
WW
W
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J
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C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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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3/31/2020 12:43:15 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A1.1
BU
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793
SU
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MARCH 2020
JRN
JRW
MARCH 2020
SCALE:1/8" = 1'-0"
BUILDING A - FIRST FLOOR PLAN
SCALE:n.t.s.
KEY PLAN
NORTH
NORTH
DN
DW
DW
DW DW
DW DW
DW
UP
UP DN
RE
F
.
RE
F
.
REF.REF.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
B
A3.5
B
A3.5
open tobelow
open to below open to below
A
A3.6
A
A3.6
B
A3.6
B
A3.6
H
A
A B A B A A B A
A
J
A
A
B
A
A
F
F
F
FFF
H
H
A
ABAABA
A
BA
A
HALL
A205
READINGNOOK
A201
MECH.
A206
ELEV.
A202
STAIR
A204
HALL
A205
PLUMB.CHASE
A203
STAIR
A207
A206A
A207A
2
11' - 3 3/8"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
3'
-
0
"
EQ
EQ
1'
-
0
"
2'
-
0
"
12
'
-
4
1
/
8
"
18
'
-
0
1
/
4
"
23
'
-
5
3
/
8
"
2'
-
0
"
1'
-
0
"
34
'
-
4
3
/
4
"
2'
-
0
"
15
'
-
4
"
2'
-
8
1
/
4
"
3'
-
0
"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
11
'
-
8
"
11
'
-
8
"
15
'
-
7
"
11
'
-
8
"
24
'
-
1
1
/
2
"
21
'
-
5
1
/
2
"
96
'
-
2
1
/
2
"
96
'
-
2
"
182' - 9 1/4"
3' - 0"23' - 10 7/8"6' - 5 1/2"11' - 2 1/2"11' - 8"15' - 3"23' - 1"15' - 3"11' - 8"11' - 5"15' - 3"11' - 8"11' - 8"11' - 3 3/8"
2' - 0"
1' - 0"
1' - 0"
6'
-
0
"
6' - 11 7/16"10' - 0"6' - 11 7/16"
6' - 0"
2' - 0"
1'
-
0
"
EQEQ
UNIT A8
TYPE C
SEE A4.3
UNIT A9
TYPE B
SEE A4.2
UNIT A10
TYPE B
SEE A4.2
UNIT A12
TYPE B
SEE A4.2
UNIT A11
TYPE B
SEE A4.2
UNIT A13
TYPE A
SEE A4.1
UNIT A14
TYPE A
SEE A4.1
A1
A2
A3
A4
A3
A4
A6
A4
A5
A4
A4
A3
A3
WT3
WT3
WT7
WT7 WT7
WT7
WT3
WT3
WT3
WT3
WT3
EQEQ
4'
-
0
"
1'
-
1
1
1
/
2
"
WT1
WT2
WT2
WT2
WT6
WT2
WT2
WT2
1
2
1
3
1
4
14
TYPICAL UNIT DOORS
A1 = FRONT DOORA2 = HALL STORAGEA3 = BATHROOMA4 = BEDROOMA5 = MECH. CLOSETA6 = HALL CLOSETA7 = HALL STOARGE (30"X84")
see drawing a3.1 for large scale plan 1
A
A3.5
A
A3.5
see drawing 3/a4.4 for emlarged floor plan
21' - 5 1/2"22' - 2 1/4"11' - 7 1/8"15' - 3"23' - 1"15' - 3"11' - 8"11' - 5"15' - 3"11' - 8"11' - 8"11' - 3 3/8"
181' - 9 1/4"
J
A204A
A
3
WT1
WT1
WT1
WT1
WT1 WT1 WT1 WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
BLDG 1 BLDG 2
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
ROOF BELOW -SEE STRUCTURAL
1
X
2
3
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
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N
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A
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B
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3
4
4
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(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
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8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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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g
T
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®
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A1.2
BU
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793
SU
N
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A
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MARCH 2020
Author
Checker
MARCH 2020
SCALE:1/8" = 1'-0"
BUILDING A - SECOND FLOOR PLAN
SCALE:n.t.s.
KEY PLAN
NORTH
NORTH
DW
DW
DW DW
DW DW
DW
UP DN
UP DN
A2.2
2
A2.1
A2.2 1
1
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
B
A3.5
B
A3.5
A
A3.6
A
A3.6
B
A3.6
B
A3.6
A2.13
H
A
A B
A
A B A A B A
A
J
A
A
B
A
A
A
G
G
G
GGG
H
H
A
ABAABA
A
BA
A
STUDY ROOM
A301
STOR.
A303
FIRE RISER
A302
PLUMB.CHASE
A305
ELEV.
A304
STAIR
A306
HALL
A307
MECH.
A308
STAIR
A309
HALL
A307
A308A
A309A
181' - 9 1/4"
11' - 3 3/8"11' - 8"11' - 8"15' - 3"11' - 5"11' - 8"15' - 3"23' - 1"15' - 3"11' - 7 1/8"22' - 2 1/4"21' - 5 1/2"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
0
"
2'
-
0
"
12
'
-
4
1
/
8
"
18
'
-
0
1
/
4
"
23
'
-
5
3
/
8
"
2'
-
0
"
1'
-
0
"
34
'
-
4
3
/
4
"
2'
-
0
"
3'
-
0
"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
96
'
-
2
1
/
2
"
96
'
-
2
"
182' - 9 1/4"
3' - 0"23' - 10 7/8"6' - 5 1/2"11' - 2 1/2"11' - 8"15' - 3"23' - 1"15' - 3"11' - 8"11' - 5"15' - 3"11' - 8"11' - 8"11' - 3 3/8"
2' - 0"
1' - 0"
1' - 0"
6'
-
0
"
6' - 0"
6' - 11 7/16"10' - 0"6' - 11 7/16"
11
'
-
8
"
11
'
-
8
"
15
'
-
7
"
11
'
-
8
"
24
'
-
1
1
/
2
"
21
'
-
5
1
/
2
"
UNIT A15
TYPE C
SEE A4.3
UNIT A16
TYPE B
SEE A4.2
UNIT A17
TYPE B
SEE A4.2
UNIT A19
TYPE B
SEE A4.2
UNIT A18
TYPE B
SEE A4.2
UNIT A20
TYPE A
SEE A4.1
UNIT A21
TYPE A
SEE A4.1
TYPICAL UNIT DOORS
A1 = FRONT DOORA2 = HALL STORAGEA3 = BATHROOMA4 = BEDROOMA5 = MECH. CLOSETA6 = HALL CLOSETA7 = HALL STOARGE (30"X84")
A1
A2A2
A3
A3
A3
A3
A4
A4
A4
A4
A5
A6
WT3
WT3WT3
WT3
WT7
WT7
WT7
WT7
WT3
WT3
WT3
WT3
WT3
WT3
EQEQ
EQEQ
4'
-
0
"
2' - 0"
15
'
-
4
"
2'
-
8
1
/
4
"
1'
-
0
"
1'
-
1
1
1
/
2
"
WT2
WT2
WT2WT2
1
3
1
4
14
15
A
A3.5
A
A3.5
see drawing a3.1 for large scale plan 1
see drawing 4/a4.5 for emlarged floor plan
11' - 3 3/8"
WT2
WT2
WT2
WT2
WT6WT2
WT2
A306A
A302A
A301A
EQ
EQ
A303A
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1 WT1
WT1
WT1
BLDG 1 BLDG 2
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS FOR SIGNS LOCATED AT DOOR.
1
X
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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3
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2
3
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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3/31/2020 12:43:17 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A1.3
BU
I
L
D
I
N
G
A
-
T
H
I
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D
F
L
O
O
R
P
L
A
N
793
SU
N
D
A
N
C
E
MARCH 2020
Author
Checker
MARCH 2020
SCALE:1/8" = 1'-0"
BUILDING A - THIRD FLOOR PLAN
SCALE:n.t.s.
KEY PLAN
NORTH
NORTH
DW
DW
DW
REF.
DW
DW DW
DW
DN
DN
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
RE
F
.
B
A3.5
B
A3.5
RE
F
.
RE
F
.
RE
F
.
RE
F
.
REF.REF.
A
A3.6
A
A3.6
B
A3.6
B
A3.6
A
A
H
A
A B
A
A
B
A A
B
A
A
H
H
G G G
G
G
G
A
A
A
B
A
A
K
A
A
B
AA
B
A
A
B
LOUNGE
A401
FIRE RISER
A402
STOR.
A403
ELEV.
A404
PLUMB.CHASE
A405
STAIR
A407
STOR.
A406
HALL
A408
MECH.
A409
STAIR
A410
HALL
A408
A409A
A410A
96
'
-
2
1
/
2
"
UNIT A22
TYPE C
SEE A4.3
UNIT A23
TYPE B
SEE A4.2
UNIT A24
TYPE B
SEE A4.2
UNIT A26
TYPE B
SEE A4.2
UNIT A25
TYPE B
SEE A4.2
UNIT A27
TYPE A
SEE A4.1
UNIT A28
TYPE A
SEE A4.1
1
2
3
4
4
3
5
6
43
4
3
WT2
WT2
WT2
WT6 WT3
WT3
WT3WT3
WT3
WT3WT3
WT3
WT3
WT3
WT2
WT7
WT7
WT7
WT7
181' - 9 1/4"
11' - 3 3/8"11' - 8"11' - 8"15' - 3"11' - 5"11' - 8"15' - 3"23' - 1"15' - 3"11' - 7 1/8"22' - 2 1/4"21' - 5 1/2"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
0
"
2'
-
0
"
12
'
-
4
1
/
8
"
18
'
-
0
1
/
4
"
23
'
-
5
3
/
8
"
2'
-
0
"
1'
-
0
"
34
'
-
4
3
/
4
"
2'
-
0
"
3'
-
0
"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
96
'
-
2
"
3' - 0"23' - 10 7/8"6' - 2 3/4"11' - 5 1/4"11' - 8"15' - 3"23' - 1"15' - 3"11' - 8"11' - 5"15' - 3"11' - 8"11' - 8"11' - 3 3/8"
2' - 0"
1' - 0"
1' - 0"
6'
-
0
"
6' - 0"
11
'
-
8
"
11
'
-
8
"
15
'
-
7
"
11
'
-
8
"
24
'
-
1
1
/
2
"
21
'
-
5
1
/
2
"
2' - 0"
2'
-
1
1
1
/
2
"
EQEQ
182' - 9 1/4"
EQ EQ
4'
-
0
"
15
'
-
4
"
2'
-
8
1
/
4
"
W/D W/D W/D
W/D
W/DW/DW/D
WT6
WT2
WT2
1
3
1
4
14
15
TYPICAL UNIT DOORS
A1 = FRONT DOORA2 = HALL STORAGEA3 = BATHROOMA4 = BEDROOMA5 = MECH. CLOSETA6 = HALL CLOSETA7 = HALL STOARGE (30"X84")
A
A3.5
A
A3.5
see drawing a3.1 for large scale plan 1
see drawing 5/a4.5 for emlarged floor plan
A407A
A402A
A406A
EQ
EQ
11' - 3 3/8"
A403A
K
WT1
WT1
WT1
WT1
WT1WT1
WT1
WT1
WT1WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
BLDG 1 BLDG 2
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS FOR SIGNS LOCATED AT DOOR.
1
X
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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A
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3
5
9
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2
3
0
9
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3
5
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2
2
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1
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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
t
:
Dr
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T
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3/31/2020 12:43:18 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A1.4
BU
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A
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P
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A
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793
SU
N
D
A
N
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MARCH 2020
Author
Checker
MARCH 2020
SCALE:1/8" = 1'-0"
BUILDING A - FOURTH FLOOR PLAN
SCALE:n.t.s.
KEY PLAN
NORTH
NORTH
DW
DW
DW DW
DW DW
DW
UP
11' - 3 3/8"11' - 8"11' - 8"15' - 3"11' - 5"11' - 8"15' - 3"23' - 1"15' - 3"11' - 7 1/8"22' - 2 1/4"21' - 5 1/2"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
12
'
-
4
1
/
8
"
18
'
-
0
1
/
4
"
23
'
-
5
3
/
8
"
2'
-
0
"
1'
-
0
"
9'
-
6
1
/
4
"
24
'
-
1
0
1
/
2
"
2'
-
0
"
15
'
-
4
"
2'
-
8
1
/
4
"
4'
-
0
"
2'
-
0
"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
2'
-
0
"
11
'
-
8
"
11
'
-
8
"
15
'
-
7
"
23
'
-
4
"
12
'
-
5
1
/
2
"
21
'
-
5
1
/
2
"
1' - 0"
1' - 0"
2' - 0"23' - 10 7/8"6' - 0"11' - 8"11' - 8"11' - 7 1/2"3' - 7 1/2"23' - 1"15' - 3"11' - 8"11' - 5"11' - 7 1/2"3' - 7 1/2"11' - 8"11' - 8"11' - 3 3/8"
6'
-
5
1
/
2
"
6' - 0"
4'
-
5
1
/
2
"
6' - 11 7/16"10' - 0"6' - 11 7/16"
8' - 2 3/4"3' - 0 5/8"
B
A3.5
Sim
A
A3.5
Sim
A
A3.5
Sim
B
A3.6
Sim B
A3.6
Sim
ENTRY
B101
CLUB ROOM
B102
WT3
WT3
WT7
WT7
WT7
WT3
WT3
WT3
WT3
WT3
WT7
WT3
WT3
1
2
1
A4.5
ZMIRR.
MAIL ROOM
B109
REST.
B110
24
HALL
B111
STAIR
B112
H
A
A B
A
A B A A B A
A
E
E
E
EEE
ELEV.
B105
EQUIP.
B104
FIRE RISER
B103
STAIR
B107
PLUMB.CHASE
B106
WT2
WT2
WT2
WT6
WT2
2
3
2
4
2
5
2
6
see drawing 2/a4.4 for emlarged floor plan
181' - 9 1/4"
C
C
C
A
A
A
A
B
AA
B
A
A
B
A
A
97
'
-
2
1
/
2
"
see drawing a3.1 for large scale plan 1
96
'
-
7
3
/
4
"
UNIT B1
TYPE A
SEE A4.1
UNIT B3
TYPE B
SEE A4.2
UNIT B5
TYPE B
SEE A4.2
UNIT B7
TYPE A
SEE A4.1
UNIT B6
TYPE A
SEE A4.1
UNIT B4
TYPE B
SEE A4.2
UNIT B2
TYPE B
SEE A4.2
HALL
B111B112AB112B
TYPICAL UNIT DOORS
B1 = FRONT DOORB2 = HALL STORAGEB3 = BATHROOMB4 = BEDROOMB5 = MECH. CLOSETB6 = HALL CLOSETB7 = HALL STOARGE (30"X84")
B1
B4
B3
B5
B4
B4
B3
B3
B2
B7
B103A
B107A
B101A
B108A
B110A
B101B
B104A
B111A
UP
B107B
D
B
D
MAILBOX
MA
I
L
B
O
X
A2.2 1 Si
m
A2.13Sim
A2.1
1
Sim
A2.2
2
Sim
183' - 9 1/4"
2' - 0"
6'
-
4
1
/
4
"
3'
-
4
3
/
4
"
B7
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1WT1
WT1
A
A3.6
Sim
A
A3.6
Sim
OFFICEB108
WT3
WT6
BLDG 1 BLDG 2
NOTES:
SEE DETAILS A/G1.5 AND B/G1.5 FOR GRAB BARS MIRRORS AND TYPICAL MOUNTING HTS.
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS FOR SIGNS LOCATED AT DOOR.
1
2
X
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
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-
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A
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3
4
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3
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2
3
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3
5
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2
2
7
1
WW
W
.
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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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:
®
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C
O
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3/31/2020 12:43:19 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A1.5
BU
I
L
D
I
N
G
B
-
F
I
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T
F
L
O
O
R
P
L
A
N
793
SU
N
D
A
N
C
E
MARCH 2020
Author
Checker
MARCH 2020
SCALE:1/8" = 1'-0"
BUILDING B - FIRST FLOOR PLAN
NORTH
NORTH
SCALE:n.t.s.
KEY PLAN
DW
DW
DW DW
DW DW
DW
DNUP
UP DN
11' - 3 3/8"11' - 8"11' - 8"15' - 3"11' - 5"11' - 8"15' - 3"23' - 1"15' - 3"11' - 8"22' - 1 3/8"21' - 5 1/2"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
0
"
2'
-
0
"
12
'
-
4
1
/
8
"
18
'
-
0
1
/
4
"
23
'
-
5
3
/
8
"
2'
-
0
"
1'
-
0
"
9'
-
6
1
/
4
"
24
'
-
1
0
1
/
2
"
2'
-
0
"
15
'
-
4
"
2'
-
8
1
/
4
"
3'
-
0
"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
182' - 9 1/4"
1' - 0"
2' - 0"
23' - 10 7/8"6' - 5 1/2"11' - 2 1/2"3' - 8 5/8"23' - 2 3/8"23' - 1"15' - 3"11' - 8"11' - 5"15' - 3"11' - 8"11' - 8"11' - 3 3/8"
1' - 0"
6'
-
0
"
6' - 11 7/16"10' - 0"6' - 11 7/16"
6' - 0"
2' - 0"
1'
-
0
"
EQEQ
EQEQ
4'
-
0
"
1'
-
1
1
1
/
2
"
14
H
A
A
B
A
A B A A B A
A
A
A
B
A
J
A
AAABA
A
BA
A
A
B
open tobelow
open to below open to below
F
F
F
FFF
H
H
ELEV.
B202
STAIR
B204
PLUMB.CHASE
B203
2
TYP.
11' - 3 3/8"
WT2
WT2
WT2
WT6
WT2
WT2
WT2
1
3
1
4
181' - 9 1/4"
21
'
-
5
1
/
2
"
24
'
-
1
1
/
2
"
11
'
-
8
"
15
'
-
7
"
11
'
-
8
"
11
'
-
8
"
96
'
-
2
"
see drawing 3/a4.4 (sim.) for emlarged floor plan
READINGNOOK
B201
TYPICAL UNIT DOORS
A1 = FRONT DOORA2 = HALL STORAGEA3 = BATHROOMA4 = BEDROOMA5 = MECH. CLOSETA6 = HALL CLOSETA7 = HALL STOARGE (30"X84")
B1
B2
B3
B3
B3
B3
B4
B4
B4
A4
B5
B6
EQ
EQ
96
'
-
2
1
/
2
"
B
A3.5
Sim B
A3.5
Sim
A
A3.5
Sim
A
A3.5
Sim
B
A3.6
Sim B
A3.6
Sim
B7
B206A
HALL
B205
MECH.
B206
STAIR
B207
HALL
B205
UNIT B14
TYPE A
SEE A4.1
UNIT 12
TYPE B
SEE A4.2
UNIT B10
TYPE B
SEE A4.2
UNIT B9
TYPE B
SEE A4.2
UNIT B11
TYPE B
SEE A4.2
UNIT B13
TYPE A
SEE A4.1
UNIT B8
TYPE C
SEE A4.3
B207A
B204A
WT1
WT1
WT1
WT1
WT1
WT1
WT1WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1 WT1 WT1
WT1
A
A3.6
Sim
A
A3.6
Sim
BLDG 1 BLDG 2
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS FOR SIGNS LOCATED AT DOOR.
CANOPY ROOF SEE DETAIL XXX
1
X
2
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
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A
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3
4
4
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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
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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
t
:
Dr
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3/31/2020 12:43:20 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A1.6
BU
I
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D
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N
G
B
-
S
E
C
O
N
D
F
L
O
O
R
P
L
A
N
793
SU
N
D
A
N
C
E
MARCH 2020
Author
Checker
MARCH 2020
SCALE:1/8" = 1'-0"
BUILDING B - SECOND FLOOR PLAN
NORTH
NORTH
SCALE:n.t.s.
KEY PLAN
DW
DW
DW DW
DW DW
DW
UP DN
UP DN
A
G
G
G
GGG
H
H
MUSIC ROOM
B303
FIRE RISER
B302
PLUMB.CHASE
B305
ELEV.
B304
STAIR
B306
WT2
WT2
WT2
WT2
WT2
WT2
1
3
1
4
15
see drawing 4/a4.5 (SIM.) for emlarged floor plan
B
A3.5
Sim B
A3.5
Sim
A
A3.5
Sim
A
A3.5
Sim
B
A3.6
Sim B
A3.6
Sim
181' - 9 1/4"
11' - 3 3/8"11' - 8"11' - 8"15' - 3"11' - 5"11' - 8"15' - 3"23' - 1"15' - 3"11' - 7 1/8"22' - 2 1/4"21' - 5 1/2"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
0
"
2'
-
0
"
12
'
-
4
1
/
8
"
18
'
-
0
1
/
4
"
23
'
-
5
3
/
8
"
2'
-
0
"
1'
-
0
"
9'
-
6
1
/
4
"
24
'
-
1
0
1
/
2
"
2'
-
0
"
3'
-
0
"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
96
'
-
2
1
/
2
"
96
'
-
2
"
182' - 9 1/4"
1' - 0"
2' - 0"23' - 10 7/8"6' - 5 1/2"11' - 2 1/2"11' - 8"15' - 3"23' - 1"15' - 3"11' - 8"11' - 5"15' - 3"11' - 8"11' - 8"11' - 3 3/8"
1' - 0"
6'
-
0
"
6' - 0"
6' - 11 7/16"10' - 0"6' - 11 7/16"
11
'
-
8
"
11
'
-
8
"
15
'
-
7
"
11
'
-
8
"
24
'
-
1
1
/
2
"
21
'
-
5
1
/
2
"
EQEQ
EQEQ
4'
-
0
"
2' - 0"
15
'
-
4
"
2'
-
8
1
/
4
"
1'
-
0
"
1'
-
1
1
1
/
2
"
11' - 3 3/8"
UNIT B20
TYPE A
SEE A4.1
UNIT B18
TYPE B
SEE A4.2
UNIT B16
TYPE B
SEE A4.2
UNIT B15
TYPE C
SEE A4.3
UNIT B17
TYPE B
SEE A4.2
UNIT B19
TYPE B
SEE A4.2
UNIT B21
TYPE A
SEE A4.1
STUDY ROOM
B301
HALL
B307
MECH.
B308
STAIR
B309
HALL
B307
see drawing a3.1 for large scale plan 1
H B309A
A
A
B
A
A
B
A A
B
A
A
A
A
B
A
A
J
A
A
B
AA
B
A
A
B
A
A
B308A
14 WT3
WT3WT3
WT3
WT7
WT7
WT7
WT7
WT3
WT3
WT3
WT3
WT3
WT3
WT2
WT2
WT2
WT2
WT2WT6
WT2
WT2
TYPICAL UNIT DOORS
A1 = FRONT DOORA2 = HALL STORAGEA3 = BATHROOMA4 = BEDROOMA5 = MECH. CLOSETA6 = HALL CLOSETA7 = HALL STOARGE (30"X84")
B4
B4
B6
B3
B1
B2
B4B3
B4
B3
B5
B3
B7
B306A
B303A
B302A
EQ
EQ
B301A
WT1
WT1
WT1
WT1
WT1 WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
A
A3.6
Sim
A
A3.6
Sim
BLDG 1 BLDG 2
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS FOR SIGNS LOCATED AT DOOR.
1
X
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
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-
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A
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B
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A
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8
3
4
4
0
VO
I
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(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
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(
2
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8
)
3
5
9
-
2
2
7
1
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W
.
J
R
W
A
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C
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
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w
i
n
g
T
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:
®
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D
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C
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3/31/2020 12:43:21 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A1.7
BU
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B
-
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H
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F
L
O
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P
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A
N
793
SU
N
D
A
N
C
E
MARCH 2020
Author
Checker
MARCH 2020
SCALE:1/8" = 1'-0"
BUILDING B - THIRD FLOOR PLAN
NORTH
NORTH
SCALE:n.t.s.
KEY PLAN
DW
DW
DW
REF.
DW
DW DW
DW
DN
DN
H
G G G
G
G
G
A
LOUNGE/FAMILY ROOM
B401
FIRE RISER
B402
STOR.
B403
ELEV.
B404
PLUMB.CHASE
B405
STAIR
B407
1
3
1
4
15
see drawing 5/a4.5 (SIM.) for emlarged floor plan
B
A3.5
Sim B
A3.5
Sim
A
A3.5
Sim
A
A3.5
Sim
B
A3.6
Sim B
A3.6
Sim
96
'
-
2
1
/
2
"
181' - 9 1/4"
11' - 3 3/8"11' - 8"11' - 8"15' - 3"11' - 5"11' - 8"15' - 3"23' - 1"15' - 3"11' - 7 1/8"22' - 2 1/4"21' - 5 1/2"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
0
"
2'
-
0
"
12
'
-
4
1
/
8
"
18
'
-
0
1
/
4
"
23
'
-
5
3
/
8
"
2'
-
0
"
1'
-
0
"
9'
-
6
1
/
4
"
24
'
-
1
0
1
/
2
"
2'
-
0
"
3'
-
0
"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
96
'
-
2
"
1' - 0"
2' - 0"23' - 10 7/8"6' - 2 3/4"11' - 5 1/4"11' - 8"15' - 3"23' - 1"15' - 3"11' - 8"11' - 5"15' - 3"11' - 8"11' - 8"11' - 3 3/8"
1' - 0"
6'
-
5
1
/
2
"
6' - 0"
11
'
-
8
"
11
'
-
8
"
15
'
-
7
"
11
'
-
8
"
24
'
-
1
1
/
2
"
21
'
-
5
1
/
2
"
2' - 0"
2'
-
1
1
1
/
2
"
EQEQ
182' - 9 1/4"
EQ EQ
4'
-
5
1
/
2
"
15
'
-
4
"
2'
-
8
1
/
4
"
see drawing a3.1 for large scale plan 1
H
B407A
B5
B6
B3
B4
B4
B1B409A
B2
B3
B4
B4B3
B406A
B403A
B402A
B7
B410AH
A
A B
A
A B A A B A
A K
A
A
B
A
A
WT2
WT2
WT2
WT6 WT3
WT3
WT3WT3
WT3
WT3WT3
WT3
WT3
WT3
WT2
WT7
WT7
WT7
WT7
WT6
WT2
STOR.
B406
HALL
B408
HALL
B408
MECH.
B409
STAIR
B410
TYPICAL UNIT DOORS
A1 = FRONT DOORA2 = HALL STORAGEA3 = BATHROOMA4 = BEDROOMA5 = MECH. CLOSETA6 = HALL CLOSETA7 = HALL STOARGE (30"X84")
B3
14
A
A B
A
A B A A B A
A
UNIT B22
TYPE C
SEE A4.3
UNIT B24
TYPE B
SEE A4.2
UNIT B26
TYPE B
SEE A4.2
UNIT B28
TYPE A
SEE A4.1
UNIT B27
TYPE A
SEE A4.1
UNIT B25
TYPE B
SEE A4.2
UNIT B23
TYPE B
SEE A4.2
EQ
EQ11' - 3 3/8"
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
WT1
A
A3.6
Sim
A
A3.6
Sim
BLDG 1 BLDG 2
NOTES:
SIGN TYPE -SEE DOOR SCHEDULE, SEE DETAIL A/G1.5 FOR MOUNTING HEIGHTS AND LOCATIONS FOR SIGNS LOCATED AT DOOR.
1
X
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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3/31/2020 12:43:21 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A1.8
BU
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B
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793
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MARCH 2020
Author
Checker
MARCH 2020
SCALE:1/8" = 1'-0"
BUILDING B - FOURTH FLOOR PLAN
NORTH
NORTH
SCALE:n.t.s.
KEY PLAN
8"
/
1
2
"
8" / 12"
8"
/
1
2
"
8" / 12"
5"
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8"
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5"
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5"
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5"
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5"
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1
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5" / 12"
5" / 12"
5" / 12"
5" / 12"
5" / 12"
5" / 12"
5"
/
1
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5"
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1
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8" / 12"
8" / 12"
8" / 12"
5" / 12"
5" / 12"
5"
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5"
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5"
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5"
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5"
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5"
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5"
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5" / 12"
5" / 12"
5" / 12"
5"
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8" / 12"
8" / 12"
5" / 12"
1
1
1
1
1
1
3
3
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3
4
4
4
4
SEE ENLARGED PLAN A/A2.3 FOR MAIN ENTRY ROOF DETAILS.
SEE ENLARGED PLAN B/A1.9 FOR WEST ENTRY ROOF DETAILS.
1'
-
0
"
1'
-
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"
2'
-
6
"
1' - 0"
1' - 0"
1' - 0"
2' - 6"
1' - 0"
2' - 6"
1' - 0"
1' - 0"
2' - 6"
1' - 0"
1' - 0"
1'
-
0
"
1' - 0"
1' - 0"
2' - 6"
1' - 0"
1' - 0"
2' - 6"
1' - 0"
2' - 6"
1' - 0"
1'
-
0
"
1' - 0"
1'
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"
1'
-
0
"
1' - 0"
5" / 12"
5" / 12"
5" / 12"
8"
/
1
2
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8" / 12"
8"
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8" / 12"
5"
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1
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8"
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5"
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5"
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1
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5"
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5"
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5"
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5"
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5"
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5"
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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"
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1
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5" / 12"
5" / 12"
5" / 12"
5" / 12"
5" / 12"
5" / 12"
5"
/
1
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5"
/
1
2
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8" / 12"
8" / 12"
8" / 12"
5" / 12"
5" / 12"
5"
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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"
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5"
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5"
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5"
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1
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5"
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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"
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1
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5" / 12"
5" / 12"
5" / 12"
5"
/
1
2
"
8" / 12"
8" / 12"
8" / 12"
5" / 12"
1
1
1
1
1
1
3
3
3
3
4
4
4
4
SEE ENLARGED PLAN A/A2.3 (SIM) FOR MAIN ENTRY ROOF DETAILS.
SEE ENLARGED PLAN B/A1.9 (SIM) FOR WEST ENTRY ROOF DETAILS.
1'
-
0
"
2' - 6"
1'
-
0
"
2'
-
6
"
1' - 0"
1' - 0"
1' - 0"
2' - 6"
1' - 0"
2' - 6"
1' - 0"
1' - 0"
2' - 6"
1' - 0"
1' - 0"
1'
-
0
"
1' - 0"
1' - 0"
2' - 6"
1' - 0"
1' - 0"
2' - 6"
1' - 0"
2' - 6"
1' - 0"
1'
-
0
"
1' - 0"
2' - 6"
1'
-
0
"
1'
-
0
"
2'
-
6
"
1' - 0"
5" / 12"
5" / 12"
5" / 12"
2'
-
6
"
2' - 6"
2'
-
6
"
2'
-
6
"
2' - 6"
6 6
5"
/
1
2
"
23 4 5
4
1'
-
0
"
1'
-
0
"
8" / 12"
8"
/
1
2
"
8" / 12"
8"
/
1
2
"
2
1' - 6"
1'
-
6
"
8"
/
1
2
"
4
LOWER ROOF
5"
/
1
2
"
5" / 12"
2
1' - 6"
1'
-
6
"
4
UPPER ROOF
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
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2
7
1
WW
W
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J
R
W
A
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C
O
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
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c
t
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Dr
a
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n
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A1.9
RO
O
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793
SU
N
D
A
N
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E
MARCH 2020
Author
Checker
MARCH 2020
SCALE:3/32" = 1'-0"
BUILDING A - ROOF PLAN
SCALE:3/16" = 1'-0"
BUILDING A -MAIN ENTRANCE ROOF PLAN AA1.9
NOTES - ROOF PLAN
1 ARCHITECTURAL ASPHALT SHINGLES ON 30#BUILDING PAPER
2 METAL ROOFING
3 METAL ROOF BELOW - SEE ELEVATIONS
4 STRUCTURE BELOW
5 CANOPY ROOF SEE DETAIL XXX
6 HEIGHT OF TOWER ROOF (SHADED) DETERMINEDBY THE ALIGNMENT OF FACES AT THIS JUNCTION.SEE SECTION (B/A3.5 - VERIFY)
SCALE:1/4" = 1'-0"
BUILDING A -WEST ENTRANCE ROOF PLAN B
A1.9
NORTH
F.F 1ST FLOOR100' -0"
F.F. 2ND FLOOR110' -3"
F.F. 3RD FLOOR120' -6 1/4"
F.F. 4TH FLOOR130' -9 1/2"
TOP OF WALL139' -10 7/8"
K
J
J
A
A
A
A
A
A
A
AB
B
B
BA
A
A
AA
A
A
AB
B
B
BA
A
A
AB
B
B
B A
A
A
AA
A
A
AA
A
A
A
A110A
1
111
2
3
2
3
7
6
6
7 8
12
12
4
4
4
7
10
2
4
5
10
TYP TYP
12
4
4
14
12
12
10
15
4
2
4
14
14
1414
4
14
15
14
4
13
11
11
1'
-
0
"
3'
-
0
"
4'
-
0
"
1'
-
0
"
3'
-
0
"
4'
-
0
"
4'
-
0
"
3'
-
0
"
1'
-
0
"
55' - 4 13/32"
53' - 0 9/16"
F.F 1ST FLOOR100' -0"
F.F. 2ND FLOOR110' -3"
F.F. 3RD FLOOR120' -6 1/4"
F.F. 4TH FLOOR130' -9 1/2"
TOP OF WALL139' -10 7/8"
C C C
A A
A
A
A
A A
A
A
A B
B
B
B A
A
A
A A
A
E E E
FFF
G G G
G G G
A101A
11
12
2
4
15
4
15
15
8
15
9
4
2
4
14
6
5
7
13 5
4
14
2
2
4
7
14
2
7
14
1
4
3
4
14
6
10
11
11
TYP
A2.31
6
4'
-
0
"
3'
-
0
"
1'
-
0
"
SE
E
N
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1
6
4'
-
3
2
7
/
3
2
"
16
53' - 0 9/16" - SEE NOTE 16
55' - 4 13/32"STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A2.1
EX
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793
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MARCH 2020
JRN
JRW
MARCH 2020
SCALE:1/8" = 1'-0"
WEST ELEVATION 1
A2.1
SCALE:1/8" = 1'-0"
SOUTH ELEVATION 3A2.1
NOTES - BUILDING ELEVATIONS
1 BRICK
2 EIFS - COLOR 1 (dARK)
3 EIFS - COLOR 2 (meDIUM)
4 EIFS - COLOR 3 (lIGHT)
5 EIFS - COLOR 4 (CONCRETE)
6 ARCHITECTURAL ASPHALT SHINGLES ON 30#BUILDING PAPER
7 METAL ROOFING
8 CANOPY ROOF 1 - SEE DETAIL XXX
9 CANOPY ROOF 2 - SEE DETAIL XXX
10 EIFS REVEAL DETAIL - see detail xxxxx
11 EIFS SWEEP DETAIL - see detail xxxxx
12 PRECAST CAP 1 - SEE DETAIL 1/A3.3
13 PRECAST CAP 2 - SEE DETAIL XXXXX
14 METAL FASCIA
15 LIGHTING FIXTURE - SEE ELECTRIC
16 HEIGHT OF TOWER ROOF (SHADED)DETERMINED BY THE ALIGNMENT WITHADJACENT ROOF. - SEE SECTION (B/A3.5 -VERIFY)
F.F 1ST FLOOR100' -0"
F.F. 2ND FLOOR110' -3"
F.F. 3RD FLOOR120' -6 1/4"
F.F. 4TH FLOOR130' -9 1/2"
TOP OF WALL139' -10 7/8"
E E E
FFF
G G G
GGG A
A
A
A B
B
B
B A
A
A
A A
A
A
A B
B
B
B A
A
A
A A
A
A
A
B
B
B
B A
A
A
A A
A
A
A
A111B
3'
-
2
"
3'
-
2
"
1'
-
0
"
3'
-
0
"
4'
-
0
"
SE
E
N
O
T
E
1
6
4'
-
3
2
7
/
3
2
"
A2.31 Sim
55' - 4 13/32"
53' - 0 9/16"
F.F 1ST FLOOR100' -0"
F.F. 2ND FLOOR110' -3"
F.F. 3RD FLOOR120' -6 1/4"
F.F. 4TH FLOOR130' -9 1/2"
TOP OF WALL139' -10 7/8"
H
H
H H
H
H H
H
H
H
A107B A101B
3'
-
2
"
3'
-
2
"
4'
-
0
"
3'
-
0
"
1'
-
0
"
SE
E
N
O
T
E
1
6
4'
-
3
2
7
/
3
2
"
53' - 0 9/16"
55' - 4 13/32"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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N
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A
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3
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STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A2.2
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SCALE:1/8" = 1'-0"
EAST ELEVATION 2
A2.2
SCALE:1/8" = 1'-0"
NORTH ELEVATION 1A2.2
NOTES - BUILDING ELEVATIONS
1 BRICK
2 EIFS - COLOR 1 (dARK)
3 EIFS - COLOR 2 (meDIUM)
4 EIFS - COLOR 3 (lIGHT)
5 EIFS - COLOR 4 (CONCRETE)
6 ARCHITECTURAL ASPHALT SHINGLES ON 30#BUILDING PAPER
7 METAL ROOFING
8 CANOPY ROOF 1 - SEE DETAIL XXX
9 CANOPY ROOF 2 - SEE DETAIL XXX
10 EIFS REVEAL DETAIL - see detail xxxxx
11 EIFS SWEEP DETAIL - see detail xxxxx
12 PRECAST CAP 1 - SEE DETAIL 1/A3.3
13 PRECAST CAP 2 - SEE DETAIL XXXXX
14 METAL FASCIA
15 LIGHTING FIXTURE - SEE ELECTRIC
16 HEIGHT OF TOWER ROOF (SHADED)DETERMINED BY THE ALIGNMENT WITHADJACENT ROOF. - SEE SECTION (B/A3.5 -VERIFY)
1
2
3
4
6
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14
10
11
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2
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F.F 1ST FLOOR100' -0"
F.F. 2ND FLOOR110' -3"
F.F. 3RD FLOOR120' -6 1/4"
F.F. 4TH FLOOR130' -9 1/2"
TOP OF WALL139' -10 7/8"
7
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G G G
G G G
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1' - 10"0' - 11"4' - 8"1' - 4"4' - 8"1' - 4"4' - 8"0' - 11"1' - 10"
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STATE OF IDAHO
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Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A2.3
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SCALE:3/8" = 1'-0"
SOUTH -FOR PRINTING -Callout 1 1
A2.3
5
A3.1
A111B
A111AH
WT2
F .O . W A L L
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5
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A207A
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4' - 10"0' - 8"4' - 10"
F.F 1ST FLOOR100' -0"
F.F. 2ND FLOOR110' -3"
F.F. 3RD FLOOR120' -6 1/4"
F.F. 4TH FLOOR130' -9 1/2"
TOP OF WALL139' -10 7/8"
T.O. FOOTER97' -0"
B
A3.6
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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
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STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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C:•Users•Jluciano•Documents•793- Sundance Apartments - NoBalconies (Central Model)•jluciano2MAN4.rvt
A3.1
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MARCH 2020
SCALE:1/4" = 1'-0"
STAIR -LEVEL 1 1A3.1 SCALE:1/4" = 1'-0"
STAIR -LEVEL 2 2A3.1 SCALE:1/4" = 1'-0"
STAIR -LEVEL 3 3A3.1 SCALE:1/4" = 1'-0"
STAIR -LEVEL 4 4A3.1
SCALE:1/4" = 1'-0"
STAIR -SECTION 5
A3.1
SCALE:1 1/2" = 1'-0"
DETAIL 6A3.1
SCALE:3/4" = 1'-0"
DETAIL 7
A3.1
5/8" TYPE 'X' GYP. BD. EA. SIDE
SOUND ATTENUATION BALL INSULATION
5/8" TYPE 'X' GYP. BD. EA. SIDE
DOUBLE 2x4 STUD WALL @ 16" O.C. STAGGER STUD
SEAL ALL PENETRATIONS BY AN APPROVED MEANS TO MAINTAIN FIRE RATING
1 HOUR FIRE RATED
SOUND ATTENUATION
5/8" TYPE 'X' GYP. BD. EA. SIDE
SOUND ATTENUATION BALL INSULATION
5/8" TYPE 'X' GYP. BD. EA. SIDE
2x6 STUD WALL @ 16" O.C.
SEAL ALL PENETRATIONS BY AN APPROVED MEANS TO MAINTAIN FIRE RATING
1 HOUR FIRE RATED SOUND ATTENUATION
5/8" TYPE 'X' GYP. BD. EA. SIDE
SOUND ATTENUATION BALL INSULATION
5/8" TYPE 'X' GYP. BD. EA. SIDE
2x6 STUD WALL @ 16" O.C.
SEAL ALL PENETRATIONS BY AN APPROVED MEANS TO MAINTAIN FIRE RATING
2 HOUR FIRE RATED SOUND ATTENUATION
1 1/2" RESILIENT CHANNELA @ 16" O.C.
(2) LAYERS 5/8" TYPE 'X' GYP. BD. JAT CEILING
SOUND ATTENUATION BALL INSULATION -FLOOR
EXTENDFIRE WALL TO UNDERSIDE OF FLOOR SHEATHING (TYPICAL)
FLOOR SHEATHING SEE STRUCTURAL
GYP. CRETE
FLOOR JOIST -SEE STRUCTURAL DRAWINGS
5/8" TYPE 'X' GYP. BD. EA. SIDE
SOUND ATTENUATION BALL INSULATION
5/8" TYPE 'X' GYP. BD. EA. SIDE
2x4 STUD WALL @ 16" O.C.
SEAL ALL PENETRATIONS BY AN APPROVED MEANS TO MAINTAIN FIRE RATING
1 HOUR FIRE RATED
SOUND ATTENUATION
5/8" TYPE 'X' GYP. BD. EA. SIDE5/8" 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. SIDE5/8" TYPE 'X' GYP. BD. EA. SIDE
2x6 STUD WALL @ 16" O.C.
SEAL ALL PENETRATIONS BY AN APPROVED MEANS TO MAINTAIN FIRE RATING
1 HOUR FIRE RATED
(2) LAYERS 5/8" TYPE 'X' GYP. BD. JAT CEILING
SOUND ATTENUATION BALL INSULATION -FLOOR
GYP. CRETE
FLOOR JOIST -SEE STRUCTURAL DRAWINGS
FLOOR SHEATHING SEE STRUCTURAL
BRICK VENEER
BRICK WALL ANCHORS
1-1/2" AIR BARRIER
EIFS OVER 1" RIGID INSULATION
5/8" WALL SHEATHING SEE STRUCTURAL DRAWINGS
5/8" TYPE "X" GYP. BD
2X6 STUD WALL @ 16" O.C.
INSULATION
CONCRETE CAP OVER BRICK VENEER
BRICK VENEER
EIFS
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A3.3
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MARCH 2020
SCALE:1 1/2" = 1'-0"
DETAIL 7A3.3
SCALE:1 1/2" = 1'-0"
DETAIL 3A3.3SCALE:1 1/2" = 1'-0"
DETAIL 2A3.3 SCALE:1 1/2" = 1'-0"
DETAIL 5A3.3
SCALE:1 1/2" = 1'-0"
DETAIL 6A3.3
SCALE:1 1/2" = 1'-0"
DETAIL 4A3.3
WT3 WT4WT2 WT5
WT6 WT7
SCALE:1 1/2" = 1'-0"
DETAIL 1A3.3
WT1
5'
-0"
4'
-0"
1'-0"
GALV. STEEL LADDER. CHANNEL SIDE RAILS, WELDED 3/4" RUNGS @ 12" O/C, SECURE TO WALL W/ BOLTED STEEL BRACKETS. GRIND ALL EDGES SMOOTH. ALL WORK TO BE IN ACCORDANCE W/ STATE ELEVATOR CODES AND REGULATIONS
CLEAR
TO TOP OF FOUNDATION WALL
STEEL ANGLE BY ELEV. CONTRACTOR
LIGHT SWITCH COORDINATE WITH ELEC.
ELEVATOR DOOR
SILL
ELEVATOR PIT
95'-0"
F.F. MAIN LEVEL
100'-0" ELEV.
SECOND LEVEL
111'-3" ELEV.
6
2
3
4
51
3
F.F 1ST FLOOR100' -0"
F.F. 2ND FLOOR110' -3"
F.F. 3RD FLOOR120' -6 1/4"
F.F. 4TH FLOOR130' -9 1/2"
TOP OF WALL139' -10 7/8"
T.O. FOOTER97' -0"
B
A3.6
UNIT A23 UNIT A24
UNIT A17UNIT A16
UNIT A9 UNIT A10
UNIT A2 UNIT A3
HALL
HALL
HALL
HALL
6
16
149
10
13
15
14
34
5
8
11
12
12 9
F.F 1ST FLOOR100' -0"
F.F. 2ND FLOOR110' -3"
F.F. 3RD FLOOR120' -6 1/4"
F.F. 4TH FLOOR130' -9 1/2"
TOP OF WALL139' -10 7/8"
T.O. FOOTER97' -0"
A
A3.6
LOUNGE
STUDYROOM
READINGNOOK
opening
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A3.5
BU
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793
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MARCH 2020
Author
Checker
MARCH 2020
SCALE:1/4" = 1'-0"
DETAIL C
A3.5
SCALE:1/8" = 1'-0"
Section 5 AA3.5
Note - Buillding Section
1 COMPACTED ENGINEERED FILL
2 4" FREE DRAINING GRAVEL
3 UNDERSLAB VAPOR BARRIER
4 ASPHALT EMULSION
5 FOOTING - SEE STRUCT.
6 4" CONC. SLAB - SEE STRUCT.
8 2"RIGID FOUNDATION INSULATION
9 BRICK - SEE EXTERIOR ELEVATIONS
10 AIR INFILTRATION BARRIER
11 WALL SHEATHING - SEE STRUCTURAL
12 2x4 FUR DOWN - CORDINATE W/ MECH.
13 EXTERIOR WALL INSULATION
14 SOUND ATTENUATION INSULATION
15 BLOW-IN ROOF INSULATION - FILL CAVITY
16 1.25" GYP. CRETE ON 3/4" FLOOR SHEATHING ON 117/8" TJI ON RESILENT CHANNELS ON (2) LAYERS 5/8"TYPE 'X' GYP. BD.
SCALE:1/8" = 1'-0"
BUILDING A -SECTION A BA3.5
F.F 1ST FLOOR100' -0"
F.F. 2ND FLOOR110' -3"
F.F. 3RD FLOOR120' -6 1/4"
F.F. 4TH FLOOR130' -9 1/2"
TOP OF WALL139' -10 7/8"
T.O. FOOTER97' -0"
B
A3.5
B
A3.6
LOUNGE
STUDY
ROOM
READING
NOOK
CLUB
ROOMENTRYGYM
UNIT A1
UNIT A8
UNIT A15
UNIT A22
F.F 1ST FLOOR100' -0"
F.F. 2ND FLOOR110' -3"
F.F. 3RD FLOOR120' -6 1/4"
F.F. 4TH FLOOR130' -9 1/2"
TOP OF WALL139' -10 7/8"
T.O. FOOTER97' -0"
A
A3.6
5
A3.1
A
A3.5
HALL
HALL
HALL
HALL
STAIR
UNIT A22
UNIT A15
UNIT A8
UNIT A1
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A3.6
BU
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MARCH 2020
Author
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MARCH 2020
SCALE:1/8" = 1'-0"
BUILDING A -SECTION B A
A3.6
SCALE:1/8" = 1'-0"
BUILDING A -SECTION C BA3.6
Note - Buillding Section
1 COMPACTED ENGINEERED FILL
2 4" FREE DRAINING GRAVEL
3 UNDERSLAB VAPOR BARRIER
4 ASPHALT EMULSION
5 FOOTING - SEE STRUCT.
6 4" CONC. SLAB - SEE STRUCT.
8 2"RIGID FOUNDATION INSULATION
9 BRICK - SEE EXTERIOR ELEVATIONS
10 AIR INFILTRATION BARRIER
11 WALL SHEATHING - SEE STRUCTURAL
12 2x4 FUR DOWN - CORDINATE W/ MECH.
13 EXTERIOR WALL INSULATION
14 SOUND ATTENUATION INSULATION
15 BLOW-IN ROOF INSULATION - FILL CAVITY
16 1.25" GYP. CRETE ON 3/4" FLOOR SHEATHING ON 117/8" TJI ON RESILENT CHANNELS ON (2) LAYERS 5/8"TYPE 'X' GYP. BD.
DW
6" MAX.
prefab tub & surround unit
hatching indicates req'd reinforced area
48" min.
38
"
M
I
N
.
6"
M
A
X
.
48" min.48" min.48" min.
1" WALL FILLER
3'
-
4
"
1' - 6"
32" MIN.
1' - 6"
32" MIN.
1' - 6"
32" MIN.
7/A5.1
30"
1' - 6"
32" MIN.
5/A5.112"
6/A5.1
29"3' - 1"
base -see finish plan
gyp. bd. texture and paint (typ)
recessed shelving
2' - 0"
1'
-
0
"
1'
-
0
"
1'
-
6
"
1'
-
6
"
2'
-
1
0
"
2' - 0"2' - 0"2' - 0"
A4.1
D A4.1J
A4.1 G
A4.1N
A4.1
T
A C
B
K
M
L
F
E
H P
Q
R
V
US
23' - 10 7/8"2' - 0"1' - 0"
26' - 10 7/8"
2' - 10"7' - 9 7/8"4' - 4 3/4"8' - 10 1/4"
38
'
-
9
1
/
2
"
1'
-
4
3
/
4
"
5'
-
6
3
/
4
"
9'
-
4
3
/
4
"
3'
-
7
"
9'
-
6
3
/
4
"
5'
-
6
3
/
4
"
3'
-
8
3
/
4
"
11
'
-
5
1
/
4
"
3'
-
9
3
/
4
"
11
'
-
8
"
11
'
-
8
"
38
'
-
7
"
2' - 4 1/8"
2'
-
6
3
/
4
"
1'
-
6
"
2'
-
1
0
3
/
4
"
4'
-
1
0
1
/
2
"
5' - 6 3/4"4' - 2"
2' - 3 1/4"
4'
-
1
0
1
/
2
"
3'
-
2
1
/
4
"
1'
-
2
1
/
2
"
2'
-
4
3
/
4
"
1' - 0 3/4"
1' - 4"4' - 4 3/4"5' - 4"
0' - 9"26' - 1 7/8"
2' - 4 3/4"1' - 6"
A4.1
A4.1YA4.1 W
X
3' - 2 3/4"
4'
-
4
3
/
4
"
2'
-
6
3
/
4
"
A4.1
X MIRR.
0' - 9"
6'
-
1
3
/
4
"
5'
-
6
1
/
4
"
6'
-
1
3
/
4
"
5'
-
6
1
/
4
"
5'
-
7
5
/
8
"
5'
-
9
5
/
8
"
B
A
A
28" MIN.
32
"
M
A
X
.
38
"
M
I
N
.
28" MIN.28" MIN.28" MIN.
GYP. BD. TEXTURE AND PAINT (TYP)
TUB SURROUND
BATH TUB
2' - 8"
6'
-
6
"
3' - 9"
3'
-
0
"
2' - 8"2' - 8"2' - 8"
7/A5.1
30"
4/A5.1
15"
3/A5.1
27"
2' - 9"
GYP. BD. TEXTURE AND PAINT (TYP)
TUB SURROUND
BATH TUB
5'
-
0
"
1'
-
6
"
BASE -SEE finish plan
6'
-
6
"
GYP. BD. TEXTURE AND PAINT (TYP)
BASE -SEE finish plan
3'
-
0
"
CLOSET SHELF AND RODSOFFIT
1 x 12 WOOD SHELF
BASE -SEE finish plan
GYP. BD. TEXTURE AND PAINT (TYP)
5'
-
1
0
"
9
A5.1
4'
-
6
"
5'
-
1
0
"
8' - 0"
SOFFIT
8' - 0"8' - 0"8' - 0"
GYP. BD. TEXTURE AND PAINT (TYP)
1 x 12 WOOD SHELF
BASE -SEE finish plan
WINDOW -SEE SCHEDULE
A
SOFFIT
1 X 12 WOOD SHELF
GYP. BD. TEXTURE AND PAINT (TYP)
9
A5.1
CLOSET SHELF AND ROD
BASE -SEE finish plan
GYP. BD. TEXTURE AND PAINT (TYP)
5'
-
1
0
"
1 X 12 WOOD SHELF
9
A5.1
GYP. BD. TEXTURE AND PAINT (TYP)
SOFFIT
BASE -SEE finish plan 4'
-
6
"
8' - 0"
1 x 12 wood shelf
window -see schedule
GYP. BD. TEXTURE AND PAINT (TYP)
BASE -SEE finish plan
A
soffit
closet shelf and rod
1 x 12 wood shelf
BASE - SEE finish plan4'
-
6
"
7' - 2"
5'
-
1
0
"
7' - 2"7' - 2"7' - 2"
9
A5.1
GYP. BD. TEXTURE AND PAINT (TYP)
2'
-
1
0
"
1'
-
8
"
2'
-
6
"
7'
-
0
"
7/A5.1
24"12"
8/A5.1
30"15"
7/A5.1
27"
1/A5.118"
4/A5.1
18"30"
1/A5.1
27"1/A5.115"
GYP. BD. TEXTURE AND PAINT (TYP)
BASE -SEE finish plan
SOFFIT
SOFFIT
OPEN
2'
-
6
"
1'
-
8
"
2'
-
1
0
"
WINDOW -SEE SCHEDULE
BASE -SEE finish plan
GYP. BD TEXTURE AND PAINT (TYP)
B
SOFFIT
GYP. BD. TEXTURE AND PAINT (TYP)
30"30"
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.
2"23"
2/A5.1
36"
4/A5.1
21"
2'
-
1
0
"
7' - 0"
FINISHED END PANEL
2' - 2"
FINISHED END PANEL
3' - 0 3/8"0' - 5 5/8"
6' - 10"
2'
-
1
0
"
7' - 0"
FINISHED ISLAND PANEL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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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3/31/2020 12:43:40 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A4.1
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SU
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JLL
JRW
MARCH 2020
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"
E.P. -BLDG A 4 BED APT 1A4.1
SCALE:1/4" = 1'-0"
ELEVATION D
A4.1
SCALE:1/4" = 1'-0"
ELEVATION E
A4.1 SCALE:1/4" = 1'-0"
ELEVATION F
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 J
A4.1 SCALE:1/4" = 1'-0"
ELEVATION K
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 N
A4.1 SCALE:1/4" = 1'-0"
ELEVATION P
A4.1
SCALE:1/4" = 1'-0"
ELEVATION Q
A4.1 SCALE:3/16" = 1'-0"
RCP -BLDG A 4 BED APT 2
A4.1SCALE:1/4" = 1'-0"
ELEVATION R
A4.1 SCALE:1/4" = 1'-0"
ELEVATION S
A4.1
SCALE:1/4" = 1'-0"
ELEVATION T
A4.1 SCALE:1/4" = 1'-0"
ELEVATION U
A4.1 SCALE:1/4" = 1'-0"
ELEVATION V
A4.1
SCALE:1/2" = 1'-0"
ELEVATION W
A4.1
SCALE:1/2" = 1'-0"
ELEVATION XA4.1
SCALE:1/2" = 1'-0"
ELEVATION Y
A4.1
DW
2' - 10"7' - 9 7/8"4' - 4 3/4"8' - 10 1/4"2' - 0"1' - 0"
23' - 10 7/8"
11
'
-
1
0
1
/
2
"
11
'
-
8
"
11
'
-
1
3
/
4
"
4'
-
1
1
/
4
"
11
'
-
1
0
1
/
2
"
50
'
-
8
"
25' - 10 7/8"
1'
-
7
1
/
4
"
5'
-
6
3
/
4
"
9'
-
4
3
/
4
"
5'
-
3
"
10
'
-
4
3
/
4
"
5'
-
6
3
/
4
"
6'
-
3
"
6'
-
7
3
/
4
"
50
'
-
8
"
2'
-
9
1
/
4
"
1'
-
6
"
2'
-
1
0
3
/
4
"
4'
-
1
0
1
/
2
"
4'
-
1
0
1
/
2
"
3'
-
2
1
/
4
"
1'
-
2
1
/
2
"
2'
-
4
3
/
4
"
2' - 4 3/4"
1' - 6"2' - 10 3/4"7' - 4 3/4"
1' - 0 3/4"
1' - 4"4' - 4 3/4"8' - 10 1/4"
1' - 0 3/4"
1' - 4"4' - 4 3/4"5' - 2"3' - 8 1/4"
5' - 6 3/4"4' - 2"2' - 4 3/4"
7' - 2 7/8"18' - 8"
2' - 4 3/4"1' - 6"
3'
-
7
1
/
4
"
5'
-
6
1
/
2
"
2'
-
4
3
/
4
"
1'
-
6
"
2'
-
1
0
3
/
4
"
A4.2 Z
Y
X
W
A4.2
T
A4.2 Q
A4.2
D
A4.2 G
A4.2J
B
A C
F
H
E
R
N
P
K
M
L
US
V
1' - 0"
A4.2AC
A4.2
A4.2 AA
AB
A4.2
P MIRR.
Q MI
R
R
.
R MIRR.
NMI
R
R
.
2' - 3 1/4"5' - 4 1/8"3' - 7 3/4"
A4.2
ABMIRR.
6' - 5 7/8"4' - 0 1/4"
0' - 9"
6'
-
4
1
/
4
"
5'
-
6
1
/
4
"
6'
-
4
1
/
4
"
5'
-
6
1
/
4
"
6'
-
1
3
/
4
"
5'
-
6
1
/
4
"
5'
-
9
5
/
8
"
5'
-
4
1
/
8
"
A
A
B
A
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
1" WALL FILLER
38
"
M
I
N
.
32
"
M
A
X
.
3'
-
4
"
28" MIN.
1' - 6"
32" MIN.
2'
-
1
0
"
28" MIN.
1' - 6"
3' - 1"
28" MIN.
1' - 6"
7/A5.1
30"
5/A5.112"
6/A5.1
29"
28" MIN.
1' - 6"
6" MAX.
prefab tub & surround unit
hatching indicates req'd reinforced area48" MIN.
38
"
M
I
N
.
6"
M
A
X
.
48" MIN.48" MIN.48" MIN.
base -see finish plan
gyp. bd. texture and paint (typ)
recessed shelving
1'
-
0
"
1'
-
0
"
1'
-
6
"
1'
-
6
"
2'
-
1
0
"
2' - 0"2' - 0"2' - 0"2' - 0"
28" MIN.
38
"
M
I
N
.
32
"
M
A
X
.
28" MIN.28" MIN.28" MIN.
GYP. BD. TEXTURE AND PAINT (TYP)
TUB SURROUND
BATH TUB
3'
-
0
"
3'
-
4
"
28" MIN.
6'
-
6
"
2' - 9"
28" MIN.
3' - 9"
28" MIN.
7/A5.1
30"
4/A5.115"
3/A5.1
27"
28" MIN.
GYP. BD. TEXTURE AND PAINT (TYP)
TUB SURROUND
BATH TUB
5'
-
0
"
1'
-
6
"
6'
-
6
"
28" MIN.28" MIN.28" MIN.28" MIN.
GYP. BD. TEXTURE AND PAINT (TYP)
BASE -SEE finish plan
3'
-
0
"
6'
-
6
"
GYP. BD. TEXTURE AND PAINT (TYP)
TUB SURROUND
BATH TUB
5'
-
0
"
1'
-
6
"
BASE -SEE finish plan
6'
-
6
"
28" MIN.
3'
-
0
"
GYP. BD. TEXTURE AND PAINT (TYP)
TUB SURROUND
BATH TUB
28" MIN.28" MIN.28" MIN.1" WALL FILLER
1' - 6"
3'
-
0
"
3'
-
4
"
BASE -SEE finish plan
1' - 6"1' - 6"
7/a5.
30"
1' - 6"
3/A5.1
27"4/A5.115"
5'
-
1
0
"
SOFFIT
BASE -SEE finish plan
5'
-
1
0
"
4'
-
6
"
7' - 0"
GYP. BD. TEXTURE AND PAINT (TYP)
1 x 12 WOOD SHELF
BASE -SEE finish plan
9
A5.1 7' - 0"7' - 0"7' - 0"
WINDOW -SEE SCHEDULE
A
4'
-
6
"
8' - 0"
1 x 12 WOOD SHELF
BASE -SEE finish plan
GYP. BD. TEXTURE AND PAINT (TYP)9
A5.1
OPEN
soffit
BASE -SEE finish plan
30"30"
GYP. BD. TEXTURE AND PAINT (TYP)
BASE -SEE finish plan
2'
-
6
"
1'
-
8
"
2'
-
1
0
"
7'
-
0
"
2' - 6"
1/A5.1
27"
4/A5.1
18"
1/A5.1
15"
1/A5.1
27"
7/A5.1
30"15"
8/A5.1
30"15"
7/A5.1
27"
BASE -SEE finish plan
soffit
window-see schedule
B
soffit
5'
-
1
0
"
1 x 12 WOOD SHELF
GYP. BD. TEXTURE AND PAINT (TYP)
SOFFIT
BASE -SEE finish plan
5'
-
1
0
"
4'
-
6
"
8' - 0"
SOFFIT
BASE -SEE finish plan
1 x 12 WOOD SHELF
GYP. BD. TEXTURE AND PAINT (TYP)
A
window -see schedule
4'
-
6
"
8' - 0"
SOFFIT
BASE -SEE finish plan
1 x 12 WOOD SHELF
GYP. BD. TEXTURE AND PAINT (TYP)
2"23"
2/A5.1
36"
7' - 0"
FINISHED END PANEL
2'
-
1
0
"
5' - 1"
7' - 0"
finished island panel
3' - 0 3/8"0' - 5 5/8"
2' - 2"
FINISHED END PANEL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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3/31/2020 12:43:41 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A4.2
BU
I
L
D
I
N
G
U
N
I
T
-
T
Y
P
E
B
793
SU
N
D
A
N
C
E
MARCH 2020
Author
Checker
MARCH 2020
SCALE:3/16" = 1'-0"
E.P. -BLDG A 6 BED APT 1
A4.2
SCALE:3/16" = 1'-0"
RCP -BLDG A 6 BED APT 2
A4.2
SCALE:1/4" = 1'-0"
ELEVATION B
A4.2SCALE:1/4" = 1'-0"
ELEVATION A
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 EA4.2
SCALE:1/4" = 1'-0"
ELEVATION FA4.2 SCALE:1/4" = 1'-0"
ELEVATION GA4.2 SCALE:1/4" = 1'-0"
ELEVATION HA4.2 SCALE:1/4" = 1'-0"
ELEVATION JA4.2 SCALE:1/4" = 1'-0"
ELEVATION KA4.2
SCALE:1/4" = 1'-0"
ELEVATION L
A4.2 SCALE:1/4" = 1'-0"
ELEVATION M
A4.2 SCALE:1/4" = 1'-0"
ELEVATION N
A4.2 SCALE:1/4" = 1'-0"
ELEVATION P
A4.2
SCALE:1/4" = 1'-0"
ELEVATION QA4.2 SCALE:1/4" = 1'-0"
ELEVATION RA4.2 SCALE:1/4" = 1'-0"
ELEVATION TA4.2SCALE:1/4" = 1'-0"
ELEVATION SA4.2
SCALE:1/4" = 1'-0"
ELEVATION U
A4.2 SCALE:1/4" = 1'-0"
ELEVATION V
A4.2 SCALE:1/4" = 1'-0"
ELEVATION WA4.2
SCALE:1/4" = 1'-0"
ELEVATION Y
A4.2 SCALE:1/4" = 1'-0"
ELEVATION Z
A4.2
SCALE:1/4" = 1'-0"
ELEVATION XA4.2
SCALE:1/2" = 1'-0"
ELEVATION AA
A4.2 SCALE:1/2" = 1'-0"
ELEVATION AC
A4.2SCALE:1/2" = 1'-0"
ELEVATION AB
A4.2
DW
62' - 3"
11' - 8"11' - 8"3' - 9 3/4"11' - 9 1/4"11' - 8"11' - 8"
23
'
-
1
0
7
/
8
"
8'
-
1
0
1
/
4
"
4'
-
4
3
/
4
"
7'
-
9
7
/
8
"
2'
-
1
0
"
62' - 3"
1' - 4 3/4"5' - 6 3/4"9' - 4 3/4"3' - 1 1/2"3' - 3"4' - 10 1/2"12' - 9"5' - 3"9' - 4 3/4"5' - 4 3/4"1' - 10 1/4"
0'
-
9
"
23
'
-
1
0
7
/
8
"
2'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
0
"
2'
-
1
0
"
7'
-
9
7
/
8
"
4'
-
4
3
/
4
"
8'
-
1
0
1
/
4
"
5'
-
6
3
/
4
"
4'
-
2
"
2'
-
4
3
/
4
"
2' - 4 3/4"
1' - 6"
2' - 10 3/4"4' - 10 1/2"4' - 10 1/2"3' - 2 1/8"
1' - 6 1/8"
2' - 6 3/4"2' - 6 3/4"
1' - 6"
2' - 10 3/4"4' - 10 1/2"4' - 10 1/2"3' - 2 1/4"
1' - 2 1/2"
2' - 4 3/4"
2'
-
4
3
/
4
"
1'
-
6
"
2'
-
1
0
3
/
4
"
7'
-
4
3
/
4
"
2'
-
4
3
/
4
"
4'
-
2
"
5'
-
6
3
/
4
"
1'
-
0
3
/
4
"
1'
-
4
"
4'
-
4
3
/
4
"
8'
-
1
0
1
/
4
"
1'
-
0
3
/
4
"
1'
-
4
"
4'
-
4
3
/
4
"
5'
-
2
"
3'
-
8
1
/
4
"
7'
-
6
3
/
4
"
3'
-
2
1
/
4
"
1'
-
8
1
1
/
1
6
"
2'
-
2
1
/
1
6
"
1' - 1"
A4.3 D
C
B
A
A4.3
E
F
G
H
A4.3
S
U
T
V
A4.3
N
P
Q
R
A4.3
J
K
L
M
A4.3
E MIRR.
FMI
R
R
.
G MIRR.
H MI
R
R
.
A4.3BMI
R
R
.
C MIRR.
D MI
R
R
.
A MIRR.
A4.3
J MIRR.
KMI
R
R
.
L MIRR.
M MI
R
R
.
A4.3
N MIRR.
PMI
R
R
.
Q MIRR.
R MI
R
R
.
A4.3
Y
A4.3
A4.3 X
3'
-
1
1
1
/
2
"
6'
-
6
5
/
8
"
2'
-
3
1
/
4
"
5'
-
4
1
/
8
"
3'
-
7
3
/
4
"
W
A4.3XMIR
R
.
6' - 1 3/4"5' - 6 1/4"6' - 1 3/4"5' - 6 1/4"5' - 9 5/8"5' - 11 5/8"5' - 6 1/4"6' - 1 3/4"5' - 6 1/4"6' - 1 3/4"
A
A
B
A
A
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
"
GYP. BD. TEXTURE AND PAINT (TYP)
BASE -SEE finish plan 2'
-
1
0
"
5/a5.112"
6/a5.1
29"
7/a5.1
30"
3'
-
4
"
38
"
M
I
N
.
32
"
m
a
x
.
1' - 6"
28" MIN.
1" WALL FILLER
prefab tub & surround unit
hatching indicates req'd reinforced area32" MIN.
3' - 1"
6"
M
A
X
.
38
"
M
I
N
.
48" MIN.
6" MAX.28" MIN.
6'
-
6
"
38
"
M
I
N
.
32
"
M
A
X
.
GYP. BD. TEXTURE AND PAINT (TYP)
28" MIN.
6'
-
0
"
BASE -SEE finish plan
GYP. BD. TEXTURE AND PAINT (TYP)
TUB SURROUND
BATH TUB
GYP. BD. TEXTURE AND PAINT (TYP)
TUB SURROUND
BATH TUB
1'
-
6
"
5'
-
0
"
6'
-
6
"
7/A5.1
30"
4/A5.115"
3/A5.1
27"
3'
-
0
"
3'
-
4
"
28" MIN.
GYP. BD. TEXTURE AND PAINT (TYP)
TUB SURROUND
BATH TUB
2' - 9"3' - 9"
BASE - SEE finish plan
GYP. BD. TEXTURE AND PAINT (TYP)
3'
-
0
"
1 x 12 WOOD SHELF
WINDOW -SEE SCHEDULE
A 1 x 12 WOOD SHELF
8' - 0"
5'
-
1
0
"
4'
-
6
"
9
A5.1
1 x 12 WOOD SHELF
BASE -SEE finish plan
GYP. BD. TEXTURE AND PAINT (TYP)
soffit
5'
-
1
0
"
GYP. BD. TEXTURE AND PAINT (TYP)
soffit
8' - 0"
4'
-
6
"
9
A5.1
BASE -SEE finish plan
GYP. BD. TEXTURE AND PAINT (TYP)
A
SOFFIT
1 x 12 wood shelf
GYP. BD. TEXTURE AND PAINT (TYP)
BASE -SEE finish plan
window -see schedule
4'
-
6
"
8' - 0"1 x 12 wood shelf
9
A5.1
BASE -SEE finish plan
5'
-
1
0
"
SOFFIT
closet shelf and rod
BASE - SEE finish plan
GYP. BD. TEXTURE AND PAINT (TYP)
5'
-
1
0
"
4'
-
6
"
7' - 0"
closet shelf and rod
BASE -SEE finish plan
9
A5.1
GYP. BD. TEXTURE AND PAINT (TYP)
SOFFIT
B
SOFFIT
window -see schedule
OPEN
SOFFIT
BASE -SEE finish plan
GYP. BD. TEXTURE AND PAINT (TYP)
12"
1/A5.1
27"
4/A5.1
18"30"
7/A5.1
27"
7/A5.1
30"
8/A5.1
30"
7/A5.1
30"
7/5.1
27"
7'
-
0
"
BASE -SEE finish plan
GYP. BD. TEXTURE AND PAINT (TYP)
1/A5.1
27"
1/A5.1
30"
30"30"
SOFFIT
BASE -SEE finish plan
2'
-
6
"
1'
-
8
"
2'
-
1
0
"
GYP. BD. TEXTURE AND PAINT (TYP)
OPEN
9' - 0"
2"23"
2/A5.1
36"
4/A5.1
18"
FINISHED END PANEL
2' - 2"
3' - 0 3/8"0' - 5 5/8"
FINISHED END PANEL
6' - 7"
9' - 0"
2'
-
1
0
"
FINISHED ISLAND PANEL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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3
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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:
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3/31/2020 12:43:43 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A4.3
BU
I
L
D
I
N
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U
N
I
T
-
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Y
P
E
C
793
SU
N
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A
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MARCH 2020
Author
Checker
MARCH 2020
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 2A4.3
SCALE:1/4" = 1'-0"
ELEVATION AA4.3 SCALE:1/4" = 1'-0"
ELEVATION BA4.3 SCALE:1/4" = 1'-0"
ELEVATION CA4.3 SCALE:1/4" = 1'-0"
ELEVATION DA4.3 SCALE:1/4" = 1'-0"
ELEVATION EA4.3
SCALE:1/4" = 1'-0"
ELEVATION FA4.3 SCALE:1/4" = 1'-0"
ELEVATION G
A4.3 SCALE:1/4" = 1'-0"
ELEVATION H
A4.3 SCALE:1/4" = 1'-0"
ELEVATION J
A4.3
SCALE:1/4" = 1'-0"
ELEVATION KA4.3 SCALE:1/4" = 1'-0"
ELEVATION LA4.3 SCALE:1/4" = 1'-0"
ELEVATION MA4.3
SCALE:1/4" = 1'-0"
ELEVATION N
A4.3 SCALE:1/4" = 1'-0"
ELEVATION P
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 S
A4.3
SCALE:1/4" = 1'-0"
ELEVATION UA4.3
SCALE:1/4" = 1'-0"
ELEVATION T
A4.3
SCALE:1/4" = 1'-0"
ELEVATION VA4.3 SCALE:1/2" = 1'-0"
ELEVATION WA4.3 SCALE:1/2" = 1'-0"
ELEVATION XA4.3 SCALE:1/2" = 1'-0"
ELEVATION YA4.3
REF.
ENTRY
B101
CLUB ROOM
B102
MAIL ROOM
B109
REST.
B110
HALL
B111
ELEV.
B105
EQUIP.
B104
FIRE RISER
B103
STAIR
B107
PLUMB.CHASE
B106
MAILBOX
MA
I
L
B
O
X
OFFICEB108
21
'
-
5
1
/
2
"
12
'
-
5
1
/
2
"
23
'
-
4
"
4'
-
8
3
/
4
"
6'
-
0
"
6'
-
0
"
4'
-
8
3
/
4
"
6'
-
2
3
/
4
"
6'
-
2
3
/
4
"
5'
-
3
1
/
2
"
6'
-
7
1
/
4
"
6'
-
7
1
/
4
"
4'
-
1
0
"
21' - 5 1/2"22' - 2 1/4"
4' - 8 3/4"6' - 0"6' - 0"4' - 8 3/4"
2' - 8 1/2"
6' - 6"
2' - 8 1/2"
6' - 6"11' - 8 7/8"1' - 6 7/8"9' - 4"14' - 6"
16
'
-
9
"
8'
-
1
1
/
2
"
2'
-
5
1
/
2
"
5'
-
4
"
6'
-
0
1
/
2
"
7'
-
7
"
12
'
-
1
1
1
/
2
"
15
'
-
9
"
7'
-
7
"
E E E
E
E
E
D
D
C
C
C
B107A
B107B
B104A
B103A
B101A
B108A
B101B
B110A
17' - 5 3/8"8' - 0"6' - 5 1/2"
4'
-
3
1
/
2
"
1'
-
2
1
/
2
"
5'
-
0
"
1'
-
9
"
5'
-
0
"
2'
-
9
1
/
2
"
1' - 2 1/2"
4' - 0"
2' - 9 1/2"
37
'
-
4
3
/
4
"
EQ
EQ
2' - 5 1/8"
A4.5
AMIRR.
B MIR
R
.
CMIRR.
DMIR
R
.
A4.5 K MI
R
R
.
A4.5
ZMIRR.
A4.5
A
A4.5 K
A4.5
E
B
C
D
J
H
F
A4.5
Z
CLUB ROOM
A102
GYM
A108
ENTRY
A101
HALL
A110
REST.
A109
ELEV.
A105
EQUIP.
A104
FIRE RISER
A103
STAIR
A107
PLUMB.CHASE
A106
4' - 8 3/4"6' - 0"6' - 0"4' - 8 3/4"
4'
-
8
3
/
4
"
6'
-
0
"
6'
-
0
"
4'
-
8
3
/
4
"
4'
-
1
0
"
6'
-
7
1
/
4
"
6'
-
7
1
/
4
"
5'
-
3
1
/
2
"
6'
-
2
3
/
4
"
6'
-
2
3
/
4
"
8' - 0"17' - 5 3/8"
12
'
-
1
1
1
/
2
"
7'
-
7
"
5'
-
1
0
1
/
2
"
5'
-
6
"
2'
-
0
"
5'
-
3
7
/
8
"
8'
-
7
5
/
8
"
9'
-
4
1
/
2
"
6' - 6"14' - 6"9' - 4"1' - 6 7/8"11' - 8 7/8"
6' - 11"10' - 11 7/8"7' - 11 1/2"6' - 6"
E E E
E
E
E
C
C
C
21' - 5 1/2"22' - 2 1/4"
23
'
-
4
"
12
'
-
5
1
/
2
"
21
'
-
5
1
/
2
"
37
'
-
4
3
/
4
"
A103A
A104A
A107A
A108A
A108B
A109A
A101B
A107B
A101A
7'
-
5
"
15
'
-
1
1
"
2' - 5 1/2"
EQ
EQ
8'
-
1
1
/
2
"
16
'
-
9
"
D
2' - 8 1/2"
2' - 8 1/2"
D
ELEV.
A202
STAIR
A204
PLUMB.CHASE
A203
READINGNOOK
A201
4' - 8 3/4"6' - 0"6' - 0"4' - 8 3/4"10' - 5 3/8"11' - 8 7/8"
4'
-
8
3
/
4
"
6'
-
0
"
6'
-
0
"
4'
-
8
3
/
4
"
8'
-
1
1
/
2
"
16
'
-
9
"
2'
-
0
"
11' - 8 7/8"1' - 6 7/8"9' - 4"14' - 6"6' - 6"
12
'
-
1
1
1
/
2
"
7'
-
7
"
5'
-
1
0
1
/
2
"
5'
-
6
"
2'
-
0
"
6' - 11"
RAILING
11' - 3 3/8"
F F F
F
F
F
A204A
H
OPEN TO BELLOW
OPEN TO BELLOW
OPEN TO BELLOW
21' - 5 1/2"22' - 2 1/4"
21
'
-
5
1
/
2
"
A4.5
L
M
N
P
STUDY ROOM
A301
HALL
A307
ELEV.
A304
STAIR
A306
STOR.
A303
FIRE RISER
A302
4' - 8 3/4"6' - 0"6' - 0"4' - 8 3/4"
6'
-
2
3
/
4
"
6'
-
2
3
/
4
"
4'
-
8
3
/
4
"
6'
-
0
"
6'
-
0
"
4'
-
8
3
/
4
"
19' - 0"11' - 4 3/8"
12
'
-
1
1
1
/
2
"
7'
-
7
"
5'
-
1
0
1
/
2
"
5'
-
6
"
2'
-
0
"
21' - 0"9' - 4"1' - 6 7/8"11' - 8 7/8"
21' - 5 1/2"10' - 5 3/8"11' - 8 7/8"
8'
-
1
1
/
2
"
16
'
-
9
"
2'
-
0
"
A302A
A306A
G G G
A
G
G
G
H 2' - 0"
12
'
-
5
1
/
2
"
21
'
-
5
1
/
2
"
11' - 3 3/8"EQ
EQ
A301A
A4.5 S
T
R
Q
LOUNGE
A401
HALL
A408
ELEV.
A404
STOR.
A403
FIRE RISER
A402
STAIR
A407
PLUMB.CHASE
A405
STOR.
A406
4' - 8 3/4"6' - 0"6' - 0"4' - 8 3/4"
6'
-
2
3
/
4
"
6'
-
2
3
/
4
"
4'
-
8
3
/
4
"
6'
-
0
"
6'
-
0
"
4'
-
8
3
/
4
"
14' - 5 3/8"9' - 2"6' - 9"
3'
-
0
"
9'
-
1
1
1
/
2
"
7'
-
7
"
5'
-
1
0
1
/
2
"
5'
-
6
"
2'
-
0
"
2' - 0"19' - 0"9' - 4"1' - 6 7/8"11' - 8 7/8"
11' - 8 7/8"10' - 5 3/8"21' - 5 1/2"
2'
-
0
"
8'
-
1
1
/
2
"
16
'
-
9
"
21
'
-
5
1
/
2
"
A402A
A407A
A406A
G G G
G
G
G
H
A
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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A
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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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3/31/2020 12:43:44 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A4.4
EN
L
A
R
G
E
D
F
L
O
O
R
P
L
A
N
S
793
SU
N
D
A
N
C
E
MARCH 2020
Author
Checker
MARCH 2020
SCALE:3/16" = 1'-0"
BUILDING B -1ST FLOOR ENLARGED PLAN 2A4.4SCALE:3/16" = 1'-0"
BUILDING A -1ST FLOOR ENLARGED PLAN 1A4.4
SCALE:3/16" = 1'-0"
BUILDING A -2ND FLOOR ENLARGED PLAN 3A4.4 SCALE:3/16" = 1'-0"
BUILDING A -3RD FLOOR ENLARGED PLAN 4A4.4 SCALE:3/16" = 1'-0"
BUILDING A -4TH FLOOR ENLARGED PLAN1 5A4.4
E E E
FFF
gyp. bd. texture and paint (typ)
base -see FINISH PLAN
window -see schedule F F F
E E E
A101A
gyp. bd. texture and paint (typ)
base -SEE FINISH PLAN
window -see schedule
A108A
3'
-
6
"
3 1/4" MAX
gyp. bd. texture and paint (typ)
window -see schedule
base -see FINISH PLAN
gyp. bd. texture and paint (typ)
RAILING -SEE DETAIL XXXXX
A103A
gyp. bd. texture and paint (typ)
A108A
gyp. bd. texture and paint (typ)
D C C C
base -see FINISH PLAN
window -see schedule
gyp. bd. texture and paint (typ)
2'
-
1
0
"
3'
-
6
"
gyp. bd. texture and paint (typ)
base -see FINISH PLAN
A108B
gyp. bd. texture and paint (typ)
A101Agyp. bd. texture and paint (typ)
base -see FINISH PLAN
1' - 6"
2'
-
1
0
"
1'
-
6
"
G G G
gyp. bd. texture and paint (typ)
base -see FINISH PLAN
window -see schedule
gyp. bd. texture and paint (typ)
base -see FINISH PLAN
G G G A
gyp. bd. texture and paint (typ)
base -see FINISH PLAN
window -see schedule
A302A
gyp. bd. texture and paint (typ)gyp. bd. texture and paint (typ)
GGG A
gyp. bd. texture and paint (typ)
base -see FINISH PLAN
window -see schedule
GGG
4/A5.1
15"
2/A5.1
36"
1/A5.1
18"
1/A5.1
18"
1/A5.1
18"
1/A5.1
18"
3'
-
0
"
gyp. bd. texture and paint (typ)
base -see FINISH PLAN
REF.
A402A
gyp. bd. texture and paint (typ)
base -see FINISH PLAN
OPEN
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
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3
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-
2
3
0
9
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(
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8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A4.5
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Author
Checker
MARCH 2020
SCALE:1/4" = 1'-0"
CLUB ROOM A102 NORTH AA4.5 SCALE:1/4" = 1'-0"
CLUB ROOM A102 EAST BA4.5 SCALE:1/4" = 1'-0"
CLUB ROOM A102 SOUTH CA4.5 SCALE:1/4" = 1'-0"
CLUB ROOM A102 WEST DA4.5
SCALE:1/4" = 1'-0"
GYM NORTH E
A4.5 SCALE:1/4" = 1'-0"
GYM EAST FA4.5 SCALE:1/4" = 1'-0"
GYM SOUTH H
A4.5 SCALE:1/4" = 1'-0"
GYM WEST J
A4.5
SCALE:1/4" = 1'-0"
ENTRY A101 EAST K
A4.5SCALE:1/4" = 1'-0"
RESTROOM A109 SOUTH ZA4.5 SCALE:1/4" = 1'-0"
STUDY ROOM A301 NORTH L
A4.5
SCALE:1/4" = 1'-0"
STUDY ROOM A301 SOUTH NA4.5
SCALE:1/4" = 1'-0"
STUDY ROOM A301 EAST M
A4.5
SCALE:1/4" = 1'-0"
STUDY ROOM A301 WEST PA4.5
SCALE:1/4" = 1'-0"
LOUNGE A401 EAST SA4.5 SCALE:1/4" = 1'-0"
LOUNGE A401 NORTH TA4.5
SCALE:1/4" = 1'-0"
LOUNGE A401 SOUTH QA4.5
SCALE:1/4" = 1'-0"
LOUNGE A401 WEST RA4.5
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BASE (SEE FINISH SCHEDULE)
MELAMINE SHELF
MELAMINE
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PLAM COUNTER TOP
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BASE (SEE FINISH SCHEDULE)
MELAMINE
HARDWOOD FACE FRAME
HARDWOOD FACE FRAME
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PLAM COUNTER TOP
MELAMINE FACES
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BASE (SEE FINISH SCHEDULE)
MELAMINE
HARDWOOD FACE FRAME
HARDWOOD FACE FRAME
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1/4" MELAMINEBACK
3/4" X 4" PLAM BACK SPLASH
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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" MELAMINEBACK
HARDWOOD FACE FRAME
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BASE (SEE FINISH SCHEDULE)
1/4" MELAMINEBACK
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MELAMINE DRAWER
MELAMINE
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1/2" SOLID SURFACE
PLAM COUNTER TOP
MELAMINE FACES
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BASE (SEE FINISH SCHEDULE)
PLAM FACE FRAME
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3/4" X 4" PLAM BACK SPLASH
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HARDWOOD FACE FRAME
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BASE (SEE FINISH SCHEDULE)
ADJ. MELAMINE SHELF
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MELAMINE
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MELAMINE DOOR
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PROVIDE CONTINUOUS1x4 BEHIND BRACKET
CONTINUOUS 2xBLOCKING
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CLOSET RODBEYOND
BASE (SEE FINISH SCHEDULE)
3/4" MELAMINESHELVES
1x3 WOOD SUPPORTON 3 SIDES -PAINTEDTO MATCH WALL TRIM
BASE (SEE FINISH SCHEDULE)
3/4" MELAMINESHELVES
DOOR FRAME
BASE (SEE FINISH SCHEDULE)
1x3 WOOD SUPPORTON 4 SIDES -PAINTEDTO MATCH WALL TRIM
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
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Drawing Number:
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Revisions:
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A5.1
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JLL
Checker
MARCH 2020
SCALE:3/4" = 1'-0"
BASE CABINET 1A5.1 SCALE:3/4" = 1'-0"
KITCHEN SINK BASE 2A5.1 SCALE:3/4" = 1'-0"
BATHROOM SINK BASE 3A5.1 SCALE:3/4" = 1'-0"
4-DRAWER BASE 4A5.1 SCALE:3/4" = 1'-0"
3-DRAWER BASE 5A5.1
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 11A5.1 SCALE:3/4" = 1'-0"
PANTRY SHELVING 12A5.1
METAL SIDING
1/2" PLYWD. SHEATHING
AIR INFILTRATION BARRIER
2x4 BOX FRAMING
5/8" TYPE 'X' GYP. BD.
ALUMINUM WINDOW SYSTEM
WOOD SHIM
SEALANT EA. SIDE TYPICAL
STEEL COLUMN -SEE STRUCT.
BLOW IN INSULATION FILL ALL VOIDS
ALUMINUM WINDOW SYSTEM
2 4
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2 4
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ALUMINUM WINDOW SYSTEM
STEEL COLUMN -SEE STRUCT.
5/8" TYPE 'X' GYP. BD.
SEALANT EA. SIDE TYPICAL
2x4 BOX FRAMING
2 4
2 4
2
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2
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2
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BLOW IN INSULATION FILL ALL VOIDS
AIR INFILTRATION BARRIER
ALUMINUM WINDOW SYSTEM
ALUMINUM WINDOW/DOOR SYSTEMWOOD SHIM
2x4 BOX FRAMING
5/8" TYPE 'X' GYP. BD.
1/2" PLYWD. SHEATHING
SEALANT EA. SIDE TYPICAL
STEEL COLUMN -SEE STRUCT.
METAL SIDING
2 4
2 4
2
4
2
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2
4
2
4
5/8" TYPE 'X' GYP. BD.
2x4 BOX FRAMING
STEEL COLUMN -SEE STRUCT.
2 4 2 4
2 42 4
2 8
2
6
2
6
2
6
2
4
2 42 4
STEEL COLUMN -SEE STRUCT.
DOOR FRAME
INSULATE
5/8" TYPE 'X' GYP. BD.
FRAMEANCHOR PERMANUFACTURERREQUIREMENTS
2 4 2 4
2 424
6
2
6
2
6
2
6
2
5/8" TYPE 'X' GYP. BD.
STEEL COLUMN -SEE STRUCT.
DOOR FRAME
INSULATE
FRAMEANCHOR PERMANUFACTURERREQUIREMENTS
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A5.2
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Author
Checker
MARCH 2020
SCALE: 1 1/2" = 1'-0"
COLUMN 1A5.2 SCALE: 1 1/2" = 1'-0"
COLUMN 2A5.2 SCALE: 1 1/2" = 1'-0"
COLUMN 3A5.2 SCALE: 1 1/2" = 1'-0"
COLUMN 4A5.2 SCALE: 1 1/2" = 1'-0"
COLUMN 5A5.2 SCALE: 1 1/2" = 1'-0"
COLUMN 6A5.2
wood door solid core (2) panel
masonite hollow core (2) panel
hollow metal insulated
aluminum store front hollow metal insulated
solid core door solidcore door
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12
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8"
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A B C D E F G
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3"
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WOMEN MEN
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4
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5
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BRAILLE
LEVEL NUMBERTO BE 1THROUGH 4 ASPER FLOORINSTALLED
LEVEL NUMBERTO BE 1THROUGH 4 ASPER FLOORINSTALLED
NOTE: SEE FLOOR PLANS FOR SIGN LOCATIONS
BRAILLE BRAILLE BRAILLE BRAILLE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, 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:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A6.1
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MARCH 2020
Author
Checker
MARCH 2020
A B U I L D I N G D O O R S C H E D U L E
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DOOR FRAME DETAILS
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A1 Yes A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A A STL PAINT 3/A6.4 4/A6.4 20 -
A2 Yes F 3' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A A STL PAINT 3/A6.4 4/A6.4 - 20 -
A3 Yes B 2' - 10" 6' - 8" 0' - 1 3/4" MASON PAINT B B WD PAINT 5/A6.4 6/A6.4 -
A4 Yes B 2' - 10" 6' - 8" 0' - 1 3/4" MASON PAINT B B WD PAINT 5/A6.4 6/A6.4 -
A5 Yes B 2' - 4" 7' - 0" 0' - 1 3/4" MASON PAINT B B WD PAINT 5/A6.4 6/A6.4 -
A6 Yes B 2' - 4" 7' - 0" 0' - 1 3/4" MASON PAINT B B WD PAINT 5/A6.4 6/A6.4 - - -
A7 Yes F 2' - 6" 7' - 0" 0' - 1 3/4" WOOD PAINT A A STL PAINT 3/A6.4 4/A6.4 -
A101A Yes D 6' - 0" 7' - 0" 0' - 1 3/4" ALUM 1 D D ALUM 8/A6.4 9/A6.4 12/A6.4 20 -
A101B Yes D 3' - 0" 6' - 8" 0' - 1 3/4" ALUM 1 A A ALUM 8/A6.4 9/A6.4 12/A6.4 - -
A103A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT D A STL PAINT 13/A6.4 14/A6.4 - 20 -
A104A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT D A STL PAINT 15/A6.4 16/A6.4 - 20 -
A107A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 C A STL PAINT 13/A6.4 14/A6.4 - 90 -
A107B Yes D 3' - 0" 6' - 8" 0' - 1 3/4" ALUM 1 A A ALUM 8/A6.4 9/A6.4 12/A6.4 - -
A108A Yes D 6' - 0" 7' - 0" 0' - 1 3/4" ALUM 1 C D STL PAINT 3/A6.4 4/A6.4 - 20 -
A108B Yes D 3' - 0" 6' - 8" 0' - 1 3/4" ALUM 1 C A STL PAINT 3/A6.4 4/A6.4 - 20 -
A109A Yes F 3' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT B B STL PAINT 3/A6.4 4/A6.4 - 20 -
A110A Yes D 3' - 0" 6' - 8" 0' - 1 3/4" ALUM 1 A A ALUM 8/A6.4 9/A6.4 12/A6.4 - -
A111A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 C A STL PAINT 13/A6.4 14/A6.4 - 90 -
A111B Yes D 3' - 0" 6' - 8" 0' - 1 3/4" ALUM PAINT 1 A A ALUM 8/A6.4 9/A6.4 12/A6.4 - -
A204A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
A206A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 3/A6.4 4/A6.4 - - -
A207A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
A301A Yes G 6' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT 1 C D STL PAINT 15/A6.4 16/A6.4 -
A302A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 13/A6.4 14/A6.4 - 20 -
A303A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 15/A6.4 16/A6.4 -
A306A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
A308A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 3/A6.4 4/A6.4 - - -
A309A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
A402A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 13/A6.4 14/A6.4 - - -
A403A 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 3/A6.4 4/A6.4 -
A406A Yes F 6' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT C D STL PAINT 15/A6.4 16/A6.4 - - -
A407A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
A409A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 3/A6.4 4/A6.4 - - -
A410A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
SCALE:n.t.s.
DOOR TYPE
SCALE:n.t.s.
FRAME TYPES
SCALE:n.t.s.
TYP. FRAME PROFILE
SCALE:n.t.s.
SIGN TYPES
wood door solid core (2) panel
masonite hollow core (2) panel
hollow metal insulated
aluminum store front hollow metal insulated
solid core door solidcore door
SE
E
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SEE SCHEDULE
12
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SE
E
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SEE SCHEDULE
12
"
SE
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SEE SCHEDULE
SE
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SEE SCHEDULE
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SEE SCHEDULE
SE
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SEE SCHEDULE
6"
6"
6"
6"
8"
X
2
6
"
8"
X
2
6
"
A B C D E F G
A B C D
2"
2"
3"
3"
3"
3"2"
2"
SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE
SE
E
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SE
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SE
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2"2"
VA
R
I
E
S
4
1
/
2
"
VA
R
I
E
S
VA
R
I
E
S
3"
HOLLOWMETAL ALUMINUMSTORE FRONTKNOCK DOWNSTEEL DOORFRAME
FI
E
L
D
VE
R
I
F
Y
FI
E
L
D
VE
R
I
F
Y
VINYL FRAME
B
WOOD FRAMEPAINTED
C DA
WOOD FRAME
E
NOT USED
WOMEN MEN
1 2
LEVEL
3
1
UNISEX
4
STAIR LEVEL
5
1
BRAILLE
LEVEL NUMBERTO BE 1THROUGH 4 ASPER FLOORINSTALLED
LEVEL NUMBERTO BE 1THROUGH 4 ASPER FLOORINSTALLED
NOTE: SEE FLOOR PLANS FOR SIGN LOCATIONS
BRAILLE BRAILLE BRAILLE BRAILLE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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3/31/2020 12:43:47 PM
C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A6.2
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793
SU
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A
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MARCH 2020
Author
Checker
MARCH 2020B B U I L D I N G D O O R S C H E D U L E
MA
R
K
SI
N
G
L
E
PA
I
R
DO
O
R
T
Y
P
E
DOOR FRAME DETAILS
UL
L
A
B
E
L
(
I
N
M
I
N
U
T
E
S
)
HA
R
D
W
A
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E
G
R
O
U
P
REMARKS
SIZE
MA
T
E
R
I
A
L
FI
N
I
S
H
GL
A
Z
I
N
G
T
Y
P
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PR
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FR
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B1 Yes A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A A STL PAINT 3/A6.4 4/A6.4 - 20 -
B2 Yes F 3' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A A STL PAINT 3/A6.4 4/A6.4 - - -
B3 Yes B 2' - 10" 6' - 8" 0' - 1 3/4" MASON PAINT B B WD PAINT 5/A6.4 6/A6.4 - - -
B4 Yes B 2' - 10" 6' - 8" 0' - 1 3/4" MASON PAINT B B WD PAINT 5/A6.4 6/A6.4 - - -
B5 Yes B 2' - 4" 7' - 0" 0' - 1 3/4" MASON PAINT B B WD PAINT 5/A6.4 6/A6.4 - - -
B6 Yes B 2' - 4" 7' - 0" 0' - 1 3/4" MASON PAINT B B WD PAINT 5/A6.4 6/A6.4 - - -
B7 Yes F 2' - 6" 7' - 0" 0' - 1 3/4" WOOD PAINT A A STL PAINT 3/A6.4 4/A6.4 - - -
B101A Yes D 6' - 0" 7' - 0" 0' - 1 3/4" ALUM 1 D D ALUM 8/A6.4 9/A6.4 12/A6.4 20 -
B101B Yes D 3' - 0" 6' - 8" 0' - 1 3/4" ALUM 1 D A ALUM 8/A6.4 9/A6.4 12/A6.4 - -
B103A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 13/A6.4 14/A6.4 - 20 -
B104A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 15/A6.4 16/A6.4 - 20 -
B107A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
B107B Yes D 3' - 0" 6' - 8" 0' - 1 3/4" ALUM 1 D A ALUM 8/A6.4 9/A6.4 12/A6.4 - -
B108A Yes F 3' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT C A STL PAINT 15/A6.4 16/A6.4 - - -
B110A Yes F 3' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT C A STL PAINT 3/A6.4 4/A6.4 - 20 -
B111A Yes D 3' - 0" 6' - 8" 0' - 1 3/4" ALUM 1 D A ALUM 8/A6.4 9/A6.4 12/A6.4 - -
B112A Yes D 3' - 0" 6' - 8" 0' - 1 3/4" ALUM 1 D A ALUM 8/A6.4 9/A6.4 12/A6.4 - -
B112B Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
B204A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
B206A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 3/A6.4 4/A6.4 - - -
B207A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
B301A Yes G 6' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT 1 C A STL PAINT 15/A6.4 16/A6.4 - -
B302A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 13/A6.4 14/A6.4 - 20 -
B303A Yes G 3' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT 1 C A STL PAINT 13/A6.4 14/A6.4 - 20 -
B306A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
B308A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 3/A6.4 4/A6.4 - - -
B309A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
B402A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 13/A6.4 9/A6.4 - - -
B403A Yes F 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 13/A6.4 14/A6.4 - - -
B406A Yes F 6' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT C D STL PAINT 15/A6.4 16/A6.4 - - -
B407A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
B409A Yes E 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT C A STL PAINT 3/A6.4 4/A6.4 - - -
B410A Yes C 3' - 0" 6' - 8" 0' - 1 3/4" HM PAINT 2 A A STL PAINT 13/A6.4 14/A6.4 - 90 -
SCALE:n.t.s.
DOOR TYPE
SCALE:n.t.s.
FRAME TYPES
SCALE:n.t.s.
TYP. FRAME PROFILE
SCALE:n.t.s.
SIGN TYPES
2 6
2 6
SHEATHING W/ BLDG. WRAP
2x6 STUD WALL INSULATED
CONTINUOUSCAULK EA.SIDE. TYPICAL
DRIPFLASHING SHIM AS NEEDED
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
5/8" TYPE 'X' GYP.BD. TEXTURE ANDPAINT
SEE WINDOW SCHED. FOR WINDOW TYPE
CULTURED STONE R 1 /2 "
2
6
2
6
CONTINUOUS CAULK EA. SIDE. TYPICAL
CULTURED STONE
SHEATHING
2x6 STUD WALL INSULATED
AIR INFILTRATION BARRIER
WOOD SILLPAINTED
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
SEE WINDOW SCHED. FOR WINDOW TYPES
6
2 6
1/2" SHEATHING
2x6 STUD WALL INSULATED
METAL FLASHINGSLOPE TO DRAIN
CONTINUOUSCAULK EA.SIDE. TYPICAL
2
SHIM AS NEEDED
SEE WINDOWSCHED. FORWINDOW TYPE
3/4" WOOD SILLP/AINTED
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
AIR INFILTRATION BARRIER
CULTURED STONE
3/4"x3 1/2" WOOD TRIM PAINTED
2 6
2 6
SHEATHING W/ BLDG. WRAP
2x6 STUD WALL INSULATED
CONTINUOUSCAULK EA.SIDE. TYPICAL
DRIP FLASHING
SHIM AS NEEDED
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
SEE WINDOWSCHED. FORWINDOW TYPE
SIDING
VINYL 'J' TRIM
AT WINDOW TYPE E, 5/8" TYPE 'X' GYP. BD. FIRE TAPE (1 HOUR FIRE RATED)
R 1 /2 "
2
6
2
6
CONTINUOUS CAULK EA. SIDE. TYPICAL
1/2" SHEATHING
2x6 STUD WALL INSULATED
AIR INFILTRATION BARRIER
WOOD SILLPAINTED
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
SEE WINDOW SCHED. FOR WINDOW TYPES
6
2 6
1/2" SHEATHING
2x6 STUD WALL INSULATED
METAL FLASHINGSLOPE TO DRAIN
CONTINUOUSCAULK EA.SIDE. TYPICAL
2 SHIM AS NEEDED
SEE WINDOW SCHED. FOR WINDOW TYPE
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINTSIDING
AIR INFILTRATION BARRIER
5/8" EXT. GYP. BD. (DENS GOLD)
3/4" WOOD SILLPAINTED
3/4"x3 1/2" WOOD TRIM PAINTED
4' - 0"
1'
-
8
"
5'
-
0
"
6'
-
8
"
A
3' - 0"3' - 0"3' - 0"
9' - 0"
5'
-
0
"
1'
-
8
"
6'
-
8
"
B
5' - 0"
6'
-
0
"
1'
-
6
"
7'
-
6
"
C
D
1'
-
6
"
7'
-
1
0
"
9'
-
4
"
3' - 6"
7'
-
1
0
"
5' - 0"
E
H
1'
-
8
"
5'
-
0
"
3' - 6"
F
5'
-
0
"
1'
-
6
"
5' - 0"
G
4' - 0"
6'
-
0
"
1'
-
6
"
J
2' - 6"
4'
-
0
"
K
1'
-
8
"
5'
-
0
"
2' - 6"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)
1 1" INSULATED CLEAR
2 1/4" CLEAR TEMPERED
GLAZING TYPE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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2
2
7
1
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J
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A6.3
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MARCH 2020
Author
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MARCH 2020
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"
SILL 3
A6.3 SCALE: 1 1/2" = 1'-0"
HEAD 4
A6.3 SCALE: 1 1/2" = 1'-0"
JAMB 5
A6.3 SCALE: 1 1/2" = 1'-0"
SILL 6
A6.3
finished floor
Window Schedule
MARK
SIZE FRAME DETAIL REFERENCE
REMARKSWIDTH HEIGHT MAT. FIN. H J S M OPER GLAZ'G BLINDS
A 4' - 0" 5' - 0" VINYL FACTORY HORIZONTALSLIDING 1 WITH WINDOW SCREEN
B 3' - 0" 5' - 0" VINYL FACTORY FIXED 1
C 5' - 0" 6' - 0" VINYL FACTORY FIXED 1
D 3' - 6" VINYL FACTORY FIXED 1
E 5' - 0" 7' - 10" VINYL FACTORY FIXED 1
F 5' - 0" 5' - 0" VINYL FACTORY FIXED 1
G 4' - 0" 6' - 0" VINYL FACTORY FIXED 1
H 3' - 6" 5' - 0" VINYL FACTORY FIXED 1
J 2' - 6" 4' - 0" VINYL FACTORY FIXED 1
K 2' - 6" 5' - 0" VINYL FACTORY FIXED 1
SCALE:1/4" = 1'-0"
WINDOW TYPES
finished floor
DOUBLE STUD
(2) LAYERS 5/8" TYPE 'X' GYP. BOARD EACH SIDE
CONT. SEALANTEACH SIDE TYP.
HOLLOW METAL FRAME INSULATED
FRAME ANCHOR
WOOD STUD WALL, SEE WALL TYPE
2 4
2 4
HOLLOW METAL FRAME INSULATED
CONT. SEALANTEACH 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
2 6
KNOCK DOWN STEEL DOOR FRAME
CONTINUOUS CAULK BOTH SIDES
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT BOTH SIDES HEADER SEE STRUCT.
K.D. FRAME ANCHOR PER MANUFACTURER REQUIREMENTSINSULATE
2X6 STUD WALL
CONTINUOUS CAULK BOTH SIDES
KNOCK DOWN STEEL DOOR FRAME
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT BOTH SIDES
2
6
2
6
K.D. FRAME ANCHOR PER MANUFACTURE REQUIREMENTS
INSULATE
2X6 STUD WALL
3"
4 3/4"
5/8" TYPE 'X'GYP. BOARDEACH SIDE
HEADER SEESTRUCT.
WOOD STUD WALL, SEE WALL TYPE
2 4
2 4
HARDWOODFRAME 3"
4
3
/
4
"
5/8" TYPE 'X' GYP. BOARD EACH SIDE
DOUBLE STUD
2
4
2
4
WOOD STUD WALL, SEE WALL TYPE
HARDWOODFRAME
2 6
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
HEADER SEE STRUCT.
2x6 STUD WALL INSULATED
ALUM. STORE FRONT FRAME
CONTINUOUS CAULK EA. SIDE. TYPICAL
SIDING
SHEATHING WITH AIR INFILTRATION WRAP
DRIPFLASHING 5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
MASONRY SIDING
2 6
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
HEADER SEE STRUCT.
2x6 STUD WALL INSULATED
SHEATHING WITH AIR INFILTRATION WRAP
CONT. SEALANTEACH SIDE TYP.
STONE VENEER
2x8 SOLID BLOCKING BTWN STUDS
1/2" LAGBOLTS AT 24"O.C. TOP ANDBOTTOM
16"D x 72"L x 1/2"T STEEL PLATE W/ 2" LEG
2 6
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
HEADER SEE STRUCT.
2x6 STUD WALL INSULATEDSHEATHING WITH AIR INFILTRATION WRAP
SIDING
LIGHT GAUGE STEEL BOX FRAME -PRE FINISHED
VINYL FRAME
2 6
LIGHT GAUGESTEEL BOX FRAME -PRE FINISHED
1/2" LAGBOLTS AT 24"O.C. TOP ANDBOTTOM
CONT. SEALANTEACH SIDE TYP.
VINYL FRAME
2 6
CONT. SEALANTEACH SIDE TYP.
CONTINUOUS CAULK EA. SIDE. TYPICAL
2
6
ALUM. STORE FRONT FRAME
6
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
2
STONE VENEER
SHEATHING WITH AIR INFILTRATION WRAP
2x6 STUD WALL INSULATED
2
6 6
2
SIDING
SHEATHING WITH AIR INFILTRATION WRAP
2x6 STUD WALL INSULATED
CONTINUOUSCAULK EA.SIDE. TYPICAL
PRE FINISHEDMETALFLASHING
NOTE:AT SIM. CONDITION FRAME IS VINYL
AT STONE AT SIDING
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
ALUM. STORE FRONT FRAME
3"
2 6
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT BOTH SIDES HEADER SEE STRUCT.
2X6 STUD WALL
HARDWOODFRAME
3"
2
6
2
6
HARDWOODFRAME
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT BOTH SIDES
1/
2
"
M
A
X
MATCH JAMB WIDTH
EXTERIOR CONC. SLAB
CONC. FOUNDATION WALL SEE STRUCT.
METAL THRESHOLD SET IN SEALANT
DOOR
INTERIOR CONC. SLAB
FLOORING MATERIAL WHERE APPLICABLE
MAX SLOPE: 1:12
9"
2 6
KNOCK DOWN STEEL DOOR FRAME
CONTINUOUS CAULK BOTH SIDES
HEADER SEE STRUCT.
K.D. FRAMEANCHOR PERMANUFACTURERREQUIREMENTSINSULATE
2X6 STUD WALL(2) LAYERS 5/8" TYPE 'X' GYP. BOARD EACH SIDE
CONTINUOUS CAULK BOTH SIDESKNOCK DOWN STEEL DOOR FRAME
2
6
2
6
K.D. FRAMEANCHOR PERMANUFACTURERREQUIREMENTS
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. SEALANTEACH 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 INSULATED
5/8" TYPE 'X' GYP. BOARD EACH SIDE
CONT. SEALANTEACH SIDE TYP.
FRAME ANCHOR
WOOD STUD WALL, SEE WALL TYPE
DOUBLE STUD
2
4
2
4
8
19
A6.4
LIGHT GAUGE 1 1/2" x 1 1/2" TUBE STEELBOX FRAME -PREFINISHED
RIM JOIST
2x12 SOLIDBLOCKING AT STEELBOX FRAME
1/2" LAG BOLTS AT 24" O.C. TOP AND BOTTOM
FINISHED FLOORFINISHED FLOOR
LIGHT GAUGE 3/4" x3/4" TUBE STEEL RAIL-PRE FINISHED
METAL THRESHOLD
WOOD SHIM
GYP. CRETE
FLOOR SHEATHING
FLOOR JOIST
(2) LAYERS 5/8" TYPE 'X' GYP. BD. ON RESILIENT CHANNELS
2x6 INSULATED WALLWALL SHEATHING
AIR INFILTRATIONBARRIER
1/8"x7 1/2"x10'-0"STEEL PLATE, WELDRAILING BOX FRAMETO PLATE, GRINDWELDS SMOOTH
CONTINUOUS CAULK EA. SIDE. TYPICAL
2
6 6
2
STONE VENEER
SHEATHING WITH AIR INFILTRATION WRAP
2x6 STUD WALL INSULATED
2
6 6
2
SIDING
2x6 STUD WALL INSULATED
CONTINUOUS CAULK EA. SIDE. TYPICAL
PRE FINISHEDMETALFLASHING
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
PRE FINISHED METAL FLASHING
SHEATHING WITH AIR INFILTRATION WRAP
AT STONE AT SIDING
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
3"
3"
5'-0"5'-0"
4"
17
A6.4
LIGHT GAUGE 1 1/2" x 1 1/2" TUBE STEEL BOX FRAME -PRE FINISHED
LIGHT GAUGE 1 1/2" x1 1/2" TUBE STEELRAIL -PRE FINISHED
LIGHT GAUGE 3/4" x3/4" TUBE STEEL RAIL-PRE FINISHED
LIGHT GAUGE 3/4" x3/4" TUBE STEEL RAIL-PRE FINISHED
1/2" LAG BOLTS AT 24" O.C. TOP AND BOTTOM
FINISHEDFLOOR
1/8"x7 1/2"x10'-0" STEEL PLATE, WELD RAILING BOX FRAME TO PLATE, GRIND WELDS SMOOTHALL BOX FRAME AND RAILINGMEMBERS TO BE FULLY WELDEDWITH CONTINUOUS FILLET WELD,ALL WELDS TO BE GROUNDSMOOTH
TYP.
CL
CL CL
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A6.4
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MARCH 2020
Author
Checker
MARCH 2020
SCALE: 1 1/2" = 1'-0"
HEAD 1A6.4 SCALE: 1 1/2" = 1'-0"
JAMB 2A6.4 SCALE: 1 1/2" = 1'-0"
3/A6.4 -HEAD 3A6.4 SCALE: 1 1/2" = 1'-0"
JAMB 4A6.4 SCALE: 1 1/2" = 1'-0"
HEAD 5A6.4 SCALE: 1 1/2" = 1'-0"
6/A6.4 -JAMB 6A6.4 SCALE: 1 1/2" = 1'-0"
7/A6.4 -HEAD 7A6.4
SCALE:1 1/2" = 1'-0"
HEAD 8A6.4
SCALE:1 1/2" = 1'-0"
JAMB 9
A6.4
SCALE: 1 1/2" = 1'-0"
HEAD 10
A6.4 SCALE: 1 1/2" = 1'-0"
JAMB 11
A6.4
SCALE:1 1/2" = 1'-0"
THRESHOLD 12
A6.4
SCALE: 1 1/2" = 1'-0"
HEAD 13A6.4 SCALE: 1 1/2" = 1'-0"
JAMB 14A6.4
SCALE:1 1/2" = 1'-0"
HEAD 15
A6.4 SCALE:1 1/2" = 1'-0"
JAMB 16
A6.4
SCALE:1 1/2" = 1'-0"
THRESHOLD 17A6.4
SCALE:1 1/2" = 1'-0"
JAMB 18
A6.4
SCALE:1 1/2" = 1'-0"
ELEVATION 19A6.4
2 6
2 6
SHEATHING W/ BLDG. WRAP
2x6 STUD WALL INSULATED
CONTINUOUS CAULK EA. SIDE. TYPICAL
DRIPFLASHING
SHIM AS NEEDED
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
SIDING
VINYL 'J' TRIM
AT WINDOW TYPE E, 5/8" TYPE 'X' GYP. BD. FIRE TAPE (1 HOUR FIRE RATED)
5/8" TYPE 'X' GYP.BD. TEXTURE ANDPAINT
CONTINUOUS CAULK EA. SIDE. TYPICAL
ALUMINUM WINDOW SYSTEM
2
6
2
6
CONTINUOUS CAULK EA. SIDE. TYPICAL CULTURED STONE
SHEATHING
2x6 STUD WALL INSULATED
AIR INFILTRATIONBARRIER
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
SEE WINDOW SCHED. FOR WINDOW TYPES
ALUM. WINDOW STYSTEM
TYPICAL CONTINUOUS CAULK BOTH SIDES
4" CONC. SLAB
FOUNDATION INSULATION
2 6
2 6
2x6 STUD WALL INSULATED
CONTINUOUS CAULK EA. SIDE. TYPICAL
SHIM AS NEEDED
5/8" TYPE 'X' GYP. BD. TEXTURE ANDPAINT
ALUM TRIM
5/8" TYPE 'X' GYP.BD. TEXTURE ANDPAINT
CONTINUOUS CAULK EA. SIDE. TYPICAL
ALUMINUM WINDOW SYSTEM
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
2
6
2
6
CONTINUOUS CAULK EA. SIDE. TYPICAL
2x6 STUD WALL INSULATED
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
SEE WINDOW SCHED. FOR WINDOW TYPES
ALUM TRIM
5/8" TYPE 'X' GYP. BD. TEXTURE ANDPAINT
1/
2
"
WRAP SINGLE PLYMEMBRANE UPUNDER THRESHOLD
RAISED TILE DECKSYSTEM
RIGID INSULATIONSYSTEM
SHEATHING -SEE STRUCT
FLOOR JOIST SEE STRUCT
GYP. CRETE
FLOOR SHEATHINGSEE STRUCT
DOOR/WINDOW
METAL THRESHOLD
2 6
2 6
SHEATHING W/ BLDG. WRAP
2x6 STUD WALL INSULATED
CONTINUOUSCAULK EA.SIDE. TYPICAL
DRIPFLASHING
SHIM AS NEEDED
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
SIDING
VINYL 'J' TRIM
CONTINUOUSCAULK EA.SIDE. TYPICAL
INSULATE
2
6 6
2
SIDING
2x6 STUD WALL INSULATED
CONTINUOUSCAULK EA.SIDE. TYPICAL
PRE FINISHEDMETALFLASHING
5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT
SHEATHING WITH AIR INFILTRATION WRAP
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
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e
c
t
:
Dr
a
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i
n
g
T
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:
®
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
A6.5
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793
SU
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MARCH 2020
Author
Checker
MARCH 2020
SCALE: 1 1/2" = 1'-0"
HEAD 1
A6.5 SCALE: 1 1/2" = 1'-0"
JAMB 2
A6.5 SCALE: 1 1/2" = 1'-0"
JAMB 3
A6.5 SCALE: 1 1/2" = 1'-0"
HEAD 4
A6.5 SCALE: 1 1/2" = 1'-0"
JAMB 5
A6.5
SCALE:1 1/2" = 1'-0"
THRESHOLD 6
A6.5
SCALE: 1 1/2" = 1'-0"
HEAD 7
A6.5 SCALE: 1 1/2" = 1'-0"
JAMB 8
A6.5
DW
DW
DW
REF.
DW
DW DW
DW
FLOOR FINISHES & BASE
CARPET W/ 4" CARPET BASE
LVT W/ 4" RUBBER BASE
ATHLETIC MAT W/ 4" RUBBER BASE
CONCRETE OVER STEEL DECK W/ 4" RUBBER BASE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
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Job Number:
Date:
Drawn By:
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ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
F1.1
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MARCH 2020
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MARCH 2020
SCALE:1/16" = 1'-0"
BUILDING A -FIRST FLOOR PLAN 1
F1.1 SCALE:1/16" = 1'-0"
BUILDING A -SECOND FLOOR PLAN 2
F1.1
SCALE:1/16" = 1'-0"
BUILDING A -THIRD FLOOR PLAN 3
F1.1 SCALE:1/16" = 1'-0"
BUILDING A -FOURTH FLOOR PLAN 4
F1.1
FLOOR FINISHES & BASE
CARPET W/ 4" CARPET BASE
LVT W/ 4" RUBBER BASE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Date:
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STRUCTURAL ENGINEERINGFrost Structural Engineering1020 Lincoln RoadIdaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405
MECHANICAL ENGINEERINGEngineered Systems Assoc.1335 East Center StreetPocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529
ELECTRICAL ENGINEERINGPayne Engineering INC. 1832 East Center StreetPocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435
Checked By:
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Consultants:
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File:
Revisions:
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C:\Users\Jluciano\Documents\793- Sundance Apartments - NoBalconies (Central Model)\jluciano2MAN4.rvt
F1.3
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MARCH 2020
Author
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MARCH 2020
SCALE:3/16" = 1'-0"
FINISH FLOOR PLAN -UNITS 2F1.3
4 BED UNIT 6 BED UNIT 8 BED UNIT